HomeMy WebLinkAboutSite Certifications - 05/02/2014s `sp a loot wc,*br
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DRAINAGE CERTIFICATION FORM
Please fill out all applicable items in this certification
form for single family, multi -family and commercial
properties.
_Write "OK" for items checked or actual number checked in
field.
Use "N/An for items that are not applicable to the property
that is being certified.
A. Drainage.facilities certification
1. Pond Certification SEE ATTACHED SPREADSHEET AND ASBUILT
DRAWING
-volume verification
a.topographic records and volume
b.cross-sections and spot elevations
-positive fall to pan
-side slopes
-invert elevation
-spillway elevation
-placement and size of riprap
-side slopes
grading
-orifice plate installation and size-
-compaction of berm
-structural integrity of pond
2. Swales
-location (are they within easement) N/A
-dimensions and cross-section verification N/A
-longitudinal slopes and side slopes N/A
-spot elevations - SEE ATTACHED ASBUILT DRAWING
-permanent erosion control measures (drop structures,
riprap, etc....) TEMPORARY ONLY
-tie-in to pipes, pans, curbs, etc.... N/A
-weir size (elevations, size., opening, etc.) N/A
-available freeboard N/A
-landscaping infringement on swales N/A
3. Pipe's
-size and type PER PLAN OR AS SHOWN ON ASBUILT
DRAWING
-slopes (as -built and comparison to minimum 0.4%
slope) PER PLAN OR AS SHOWN ON ASBUILT
DRAWING
-pipe capacity calculations if slopes are
significantly altered N/A
-invert elevations PER PLAN OR AS SHOWN ON ASBUILT
DRAWING
-installation and backfill.material PER PLAN OR AS
SHOWN ON ASBUILT DRAWING
-cover PER PLAN OR AS SHOWN ON ASBUILT DRAWING
-encasement and clearance from other utility lines
close by N/A
-joints
4. Concrete Pan Channels
-size PER PLAN OR AS SHOWN ON ASBUILT DRAWING
=slope PER PLAN OR AS SHOWN.ON ASBUILT DRAWING
-super elevation N/A
-cross -section PER PLAN OR AS SHOWN ON ASBUILT
DRAWING
-thickness PER PLAN OR AS SHOWN ON ASBUILT DRAWING
-elevations PER PLAN OR AS SHOWN ON ASBUILT DRAWING
5. Inlets
-size and type PER PLAN OR AS SHOWN ON ASBUILT
DRAWING
-size of opening (or name of standard used) PER PLAN
OR AS SHOWN ON ASBUILT DRAWING
-grate elevation PER PLAN OR AS SHOWN ON ASBUILT
DRAWING
-invert elevation PER PLAN OR AS SHOWN ON ASBUILT
DRAWING
-box size PER PLAN OR AS SHOWN ON ASBUILT DRAWING
6. Cross pans N/A
-size.
-type
-grade
-elevation
-cross-sectional depth
-tie-in to curb and gutter
7. Culverts N/A
-size
-type
-invest elevation
-headwalls
8. Underdrains
size PER PLAN OR AS SHOWN ON ASBUILT DRAWING
-type PER PLAN OR AS SHOWN ON ASBUILT DRAWING
-cover PER PLAN OR AS SHOWN ON ASBUILT DRAWING
-backfill PER PLAN OR AS SHOWN ON ASBUILT DRAWING
-geotextiles N/A
-cleanouts N/A
9. Curb cuts PER PLAN OR AS SHOWN ON ASBUILT DRAWING
-size
-tie in to swale, pipe, etc...
B. Certification of Grade Elevations Adjacent to
Drainage Facilities: PER PLAN OR AS SHOWN ON ASBUILT
DRAWING
-minimum opening elevations
-top of foundation elevations
-comparison to 100.year WSEL's (Freeboard
requirements and floodplain issues)
C. Certification of Erosion Control Measures:
1. Permanent Measures:
-Permanent vegetation (6" bare spots and weeds under
control)NOT INSTALLED
riprap PER PLAN OR AS SHOWN ON ASBUILT DRAWING
-riprap bedding N/A
-drop sections N/A
-sediment basins/water quality ponds PER PLAN OR AS
SHOWN ON ASBUILT DRAWING
-netting mats/blankets N/A
-mulching
2. Temporary Measures:
-mulching NOT INSTALLED
-inlet filter installation INTALLED
-check bale dams N/A
-seeding and temporary vegetation NOT INSTALLED
-silt fence INSTALLED
D. Site Cleanup After Construction N/A
-construction clean up
-smoothing of ruts
-reseeding
E. Statement of Compliance STATEMENT OF COMPLIANCE AND
ENGINEER STAMP IS ON ASBUILT DRAWING
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 redlined plans enclosed..
Failure to properly disclose all known information could
result in the rejection of this certification and prevent
the release of any Stormwater Utility holds on Building
Permits and/or Certificates of Occupancy.
F. Signature and Stamp by a Colorado Registered
Professional Engineer.
STAGE -STORAGE SIZING FOR POLYGONAL, ELLIPTICAL, OR IRREGULAR PONDS
Project: Brookdale Senior Living
Basin ID: BASIN C
um cursy.I
! n.
srrw�.a
s•.
sr.sy.a
n.
W;
<---------- 1 ---------►
cars*.•
Dw rr.
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Reston Informagon Iinputl:
Wkhh of Pond Bottom, W = It
Right Triangle
OR...
Length of Pond Bottom, L = ft
Isosceles Trimigle
OR...
Dam Sidrrslope (H.V), Zd = Wit
Rectangle
OR...
Circle / Ellipse
OR...
(Use Oveiide values in cells G32:G52)
MINOR MINOR
Storage Requirement from Sheet Wodifled FAA': 0.059 0.154 acre-ft.
Stays -Storage Relationship: Storage Requirement from Sheet'Hyduograph': I I acre-ft.
Storage Requirement from Sheet'Fuli-Spectrum': I I acre-ft.
Volumes
(for goal seek)
39674.00 UD-Detention BASIN C (asbuilt), Pond 4/21/2014, 2:22 PM
Project
Basin 10:
-ASBUILT�OF STAGE-STORAGE:CURVE FOR THE POND!POND C
4982.50
4982.00
4981.50
4981,.00
I
4980.50
I d
j' 4980.00
CD
N'
4979.50
4979.00
i
4978.50
4978:00
497750
0.00 0.05 0.10 0.15 0.20 025 0.30 0.351
Storage (acre-feet),
I
39674.00 UD-Detention BASIRC (asbuift), Pond 4121/2014, 2:22.PM
Daniel Mogen
From: Michael Brake <mbrake@jrengineering.com>
Sent: Tuesday, April 29, 2014 9:52 AM
To: Daniel Mogen
Cc: Mark Domanoski (mdomanoski@pdcmidwest.com)
Subject: RE: Brookdale Senior Living Community -1002 Rule
Attachments: 3967401Gr Cert As Built Cert (1).pdf
Follow Up Flag: Follow up
Flag Status: Flagged
Dan,
Attached is a plan with the areas of interest outlined.
I eliminated the inlet due to the shallow depth and that there is little area of drainage. This area does drain to the
southwest then south in the swale west of the bldg. and then to the inlet installed near the southwest corner of the
original building. That is the only change from plan for this area.
Let us know if you have any additional questions.
Regards,
Michael Brake, PE-PLS
Project Manager
2900 S. College Ave., Suite 3D
Fort Collins, CO 80525
970.217.4911 cell
303.267.6231 direct
mbrakeCaD-irennineerina.com
From: Daniel Mogen (mailto:dmogen@fcgov.com]
Sent: Tuesday, April 29, 2014 9:19 AM
To: Michael Brake
Subject: Brookdale Senior Living Community - 1002 Rule
Mike,
I was out at the site yesterday and was confused about the area to be certified. Would you please send a plan
highlighting the area that is to be included with this certification? Also, please include notes explaining why the NW
inlet was not installed and any other changes that should be documented.
Thanks,
Dan
Dan Mogen, El
Engineering Technician
City of Fort Collins Utilities
700 Wood Street
Fort Collins, CO 80522
(970)224-6192
dmoeen@fceov.com
F;city0f,�tC�oU�ns
No virus found in this message.
Checked by AVG - www.avg.com
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- - ---
1) THE TOP OF FOUNDATION ELEVATIONS SHOrM AREt ME MINIMUM
ELEVATIONS REQUIRED FOR PROTECTION FROM THE 10G-YEAR STORM.
MIT UM FINISHED FLOOR ELEVATION ABOVE THE 100-YEAR WATER
SURFACE IN STREETS, CHANNELS, DITCHES, SWALES. OR OTHER
OR IMAGE FAOUTIES AS ILLUSTRATED BY A MASTER GRADING PLAN
ARE TO BE SHOWN.
2) AL�SDPOT ELEVATIONS DEPICTED ARE FLOMUNE UNLESS OTHERWISE
NO-IA->aw>4
3) EXISTING UNDERGROUND INSTALLATIONS J, PRIVATE URURES SHOWN
ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO
THE ENGINEER. ME ENGINEER DOES NOT GUARANTEE THE ACCURACY
OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS. STORM
DRAIN, SANITARY SEWER, PHONE. TV) MAY NOT BE STRAIGHT UNES OR
AS INDICATED ON THE PLANS. THE CONTRACTOR SHALL CALL ALL
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NOT EXCEED 2%IN ANY DIRECTION. THE MAXIMUM RUNNING SLOPE OF
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ANY WALKWAY IS 5% AND THE MAXIMUM GROSS SLOPE IS 2x
9) ALL EXISTING EASEMENTS SHOWN WERE DEDICATED BY THE PLAT FOR
THE STERLING HOUSE P.U.D. AND WOVENHEARTS MEMORY CARE.
10) SPOT ELEVATIONS SHOWN ON BOUNDARY CORNERS ARE FOR CITY USE
V 8
ONLY AND NOT TO BE USED FOR CONSTRUCTION. THE BASIS FOR ALL
ELEVATIONS DURING CONSTRUCTION SHALL BE THE PROJECT
BENCHMARKS) LISTED ON THE COVER PAGE.
11) ALL ROOF DOWNSPOUTS SHALL BE CONNECTED TO EXTERIOR STORM
DRAIN LINES PROVIDED. REFER TO DETAIL BELOW FOR CONNECTION.
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STATEMENT OF COMPLIANCE g . N1 I
THIS EERTFICATES S SIGNED AND STAMPED AND BYE SITE THIS TORN THE I
BE I OF
A11E515 THAT THEY HAVE INSPECTED TINE r AND AI THE
BEST OF THEIR KNOWLEDGE THE AS -BUILT E FORM AN OF THE DRAINAGE
PLANS ES ARE AS DESCMBED M THE ABOVE FORM AND M THE RE0.1NE0
PLANS ENCLOSED.
FAILURE TO PROPERLY DISCLOSE ALL KNOWN INFORMATION COULD RESULT IN
THE REJECTION OF THIS CERTIFICATION AND PREVENT THE RELEASE OF ANY
STORMWATER UTIUTY HODS ON BUILDING PERMITS AND/OR CERTIFICATES OF
OCCUPANCY.
PREPARED UNDER THE DIRECT SUPERVISON OF w
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�ANDQ
MICHAEL S. BRAKE P.E., P.L.S.
COLORADO NO. 28262
FOR AND ON BEHALF OF A ENGINEERING
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EXISTING MAJOR/5' CONTOUR
MET METH INFLOW (CATCH) WTTBR
PROPOSED SPOT ELEVATION
,
Sam
EXISTING SPOT ELTVAMN
FL
FLOW LINE
FBI
POP BACK BE CURB
HP
HIM POINT
LP
LOW PONT
FF
FINISHED FLOOR
Fa
FINISHED GRADE
EX
EXISTNG GRACE
EC
COME C£ CONCRETE
ROW DIRECTION
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NOTESL
1) THE iov OF FWNDnnM ELEVATIONS SHOWN SHOWNAAE THE MINIMUM UN DIX
M1£VnnGNs REQUIRED FOR PROIEcngi MUM THE ILLO THE 1-,EAR STORM.
INIMUM FEISTIER F_COR ELEVAnON MOW THE 10D-YEAR WATER A< W £ Z� _
SURFACE IN STREETS, CHANNELS. DITCHES. SWM£S. OR OTTER RAGE FACILITIES
As ILLUSTRATED BY A MASTER GRADING PLAN LUNS €
w¢ 2 n
ARE TO BE SHOMN. "r
z) ALL SPOT FlEvnnOxs DEPICTED ARE FlDNLPIE uxl<ss OTIERMSE U< m a �€ € m O
xorz0. I%O o WIi s(
3) EXISTING UNDERGROUND INSTALLATIONS Y PRIVATE Jn Al F a r 7i
ARE INDICATED ACCORDING TO THE BEST 14FMWAT M AVAILABLE ro WIT
ME-NOWER. THE ENGINEER DOES NOT GUARANTEE THEACCURACY 7E < <oo<
WATER BE SUCH INFORMATION SERVICE LINES ( POWER, GAS. STORM «
MAN SANITARY BEAR. PHONE TV) MAY HOT BE STRAIGHT LINES OR Lp
ED
AS NpCP1ED CIA THE PLANS. THE CONTRACTOR SHALL CALL ALL GO"
Unl1TY COMPARES BEFORE EXCAVATOR FEE EXACT LOCAnCINS O
ED
4) ALL WCIBt TOBL ACCOMPLISHED IN SIRIC- ADHERENCE AN All V 'n EY o CIE
aItlI NANLE cTY OR STATE.
Z p z n O
5) CONTRACTOR TO COORDINATE ALL NCRN "THINPVBUC RIGHT OF WAY LLL N Z h'r CIE
T11F APPROPRIATEUTUIY COMPANIESW O LO U I
o > O ¢ p
ILA V6) ALL WC.RIt M BE COCRDNATED VA ME ARGITECTURAL PLANS. ED 0 0 (GCO
7) A MINIMUM SLOPE OF OSX TO BE FROMOEO ALONG ME ROW LINE BE Q. Oil O Q
All CATCH CURB AND DOI OR WCKLE PAN AND 15% ACROSS D: W p v Es
ASPHALT PAVEMENT. THE MAXIMUM ACME ADAMS ASPHALT SHALL 0- U 2 O
NOT EXCEED 6X SPOT ELEVATIONS SYOYN ALL DICTATE SLOPES g < QCJ
LJU
B) THE SLOPE In ANC HANwWPPED ACCESSIBLE PARKING SPACE SHALL o ~
HOT EXCEED 2X M ANY DRECTON. THE MAXIMUM RUNNING SLOPE OF M G
.MY WALKWAY IS SIX AND ME MAXIMUM CROSS SLOPE IS 21 � I
9) ALL EXISTING EASEMENTS SIOMN WERE DEDICATED BY THE PLAT FOR
THE STERLING HOUSE PUTPUTE AND MAENHEARIS MEMORY CARE. ��. FFFLLL o
10) SPOT ELEVnnOHs So" ON BOUNDARY CORNERS ARE FOR CITY USE � V
ONLY AMID NOT Ox NOT BE USED FOR CONSTRUCTTHE BASIS FOR ALL
ELEVATORS BURINS CONSTRUCTOR SHALL BE ME PROJECT
CExMMARN(S) LISTED ON ME COVER PAGE.
11) ALL ROOF DOMNBPCVS SHALL SE CONNECTED M EXTERIOR STORM
MAN LINES PROMDEO. REFER TO DETAIL BELOW FOR CONNECTOR, F�
F U!
VT OF COMPLIANCE W
ISE
nR5 CER9ECA90N Is 5GNE0 AND STAMPED AND BY BRAND THIS FORM ME
ENISHEER(s) AME55 THAT THEY HAVE INSPECTED THE SIRE AND TO THE
BET O THEIR KNONLEDGE YET AS BOLT CONDITIONS OF ME DRAINAGE
FACILITIES AM AS DESCRIBED IN ME ABOK ORN AND IN M1E RECLINED
PLMS ENLLOYD
REdCTW BE THIS CERT ICA9W AND PREVENT ME RELEASE OF MY
5T WATER VTI EY HODS ON BIA➢ING PERMITS ANO/M CERTIFICATES OF
O PANSY.
PRPPARO UNDER THE DIRECT SUPERNOON BE
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AF ANU R
M GAEL S. BRAKE Pill IELS
COORADO NO 28282
FCR AND ON BE'ULF OF JR ENGINEERING
1
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4' CONCRETE PAN
N-S
PROVIDE RUBBER 8001 AT EACH City 01 Fofl cans. Colorado
OOVMSPOUT INTO U11IlTY PLAN APPROVAL
PVC PIPE CONNECTOR
PPROK N 7
FINISHED GRgOE R ^^
5' MIN,
6- PVC OF G EXTEND CHECKED BY I _
6' PVC PIPE Urry
fi' OUT OF GROUND �(�/p9
ICY a fi TEE AND ND CHECKED BYF.�P.'/LIW<C I
FOR EACH 6' 90' BEND A
Utility
LONNECTON OR l AS WECKEB BY: _
} POINT APPNCABLE) Loy A� r U
1 TYPICAL ROOF DRAIN DOWNSPOUT 20® CHEaED BY: AJA Y _
CONNE�C�TION� RISER ORIGINAL SCALE: T - AD a �„
CHECKED BY: "Nit"
CHECKED BY: UP".
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