HomeMy WebLinkAbout3225 Benton StreetI City of
�6 Wh6atpjdge
COMMUNtiy DEVELcar ME'NT
- --------------
City of Wheat Ridge Municipal Building 7500 W. 29'h Ave. Wheat Ridge, CO 80033-8001 P: 303.2352855 F: 303.2378929
March 3 1 ", 2016
Owner/Occupant
3225 Benton St.
Wheat Ridge, CO 80033
RE: Previously permitted project plans available for retrieval — Permit #201401057 (New Single Family)
Owner/Occupant,
This letter is being sent to you because a project for which a permit was issued by the City of Wheat Ridge
Building Division and plans and/or other documents were required was recently completed and approved. In
accordance with the Building Division's document retention policy, the associated plans and/or other documents
are scheduled for disposal.
We are writing to offer you an opportunity to retrieve those approved plans and/or documents prior to their
disposal by the Building Division. The plans and/or docurnents, are available for retrieval for a period of 15
working days (3 weeks) from the date of this letter and must be retrieved in person at the Building Division
offices. This letter must be presented at the time of retrieval of the plans and/or documents. Plans and/or
documents available for retrieval CANNOT be mailed and plans and/or documents will NOT be available for
retrieval after the expiration of the retrieval period, which is 60 days from the date of this letter.
You may retrieve plans and/or documents between the hours of 7:30 a.m. and 3:30 p.m., Monday through Friday,
at the Building Division offices located at 7500 W. 291h Avenue in Wheat Ridge.
Cordially,
Melissa Mackey
Senior Pernrit'reelinician
7500 W. 29th Avenue
Wheat Ridge, Colorado 80033
Office Phone: 303-235-2873
Fax: 303-237-8929
www.ci.wh atriti e -« Us
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City of'
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,�'Wh6-atf�
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COMMUNiTy DrvuOPMENT
www.ci.whearridge.coms
This agreement made this 16th day of December, 2015, by and between the City o
Wheat Ridge and Dunrud Investments, Inc. for escrow in the amount of One
thousand doflars ($1000.00) being held by the City of Wheat Ridge until site work
competed at I
3225 Benton Street
In the event that landscaping is not installed by June 1, 2019, the City of Wheat Ridge or
its designee shall have the right to enter upon said property to construct and/or install
such improvements or do other such work to accomplish that purpose as may be
necessary,
, provided that the City of Wheat Ridge shall first give notice in writing to the
property owner of its intent to do so.
•
177FIT evejopmen I irector, stating at the improvements have not
been completed or provided and that the compliance date of June 1, 2014g I has expired.
Approved and Agreed: /X1
Business Address / Phone
Title
D 12 — / 0 , / 4—
Date:
- 81 4 V, [City of Escrow/Letter of Credit
]�qrWh6atR ic
AO Transmittal Sheet
An escrow agreement has been executed for site work related to drainage
for the property located at 3225 Benton Street. The escrow is in the amount
E Street Improvements under Public Works: site work for drainage ol
E] Other.- Escrow expires June 1, 2016
bythe Cityas reimbursement to ~~^__~_o~~~~ ~~°~y
for completion of site work.
Name Date
C ity of
gie
Cf MMU ,,rry D .vt aPim[N -,.
Building Permit Application
FOR OFF ICE USE O L
Date.
13
plan1permit # lm.
Plan Review Fee: * �
hdhe
Address:
City, State, Z
Aaw
s
`Tack
1W
Stub C ontractors:
Electrical:
R City License
a
WR City License #
Complete all infortuati mi B OTH sides of this form
Sq. Ft./LF
Amps
Stu's
Squares
•
Project Value: (Contract value or the cost of all and labor included in the entire project)
S , :�9 (9 1
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that tire setback distances proposed by this pertnit application are accurate and do not violate applicable ordinances, rules or
regulations of the City of Wheat Ridge or covenants, casements or restrictions of record; that all measurements shown and allegations made are
accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance
with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner
or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any
entity included on this application to list that entity on this application,
CIRCLE ONE: (OWNER)
r) (CONTRACTOR)
Building Division Valuation: i �5
I
Address: Zoning:
Streetscape: Does the permit result in any of the following conditions?
U Construction of new roads Q Platting of new lots
U New development Q Additions that increase floor area by 60% or more (see formula)
(proposed floor area existing floor area --- ) / existing floor area = % inc.
If any box is checked.. .
SF/DUPLEX—Is there existing U Curb U Gutter U5-foot sidewalk adjacent to the property?
If curb, gutter or sidewalk is missing, streetscape construction or fees-in-lieu will be required.
MULTIFAMILY—Does the fi meet current city standards?
If not', streetscape construction or fees-in-lieu will be required.
Fees-in-lieu qfdedication or eonstruction are due at the time the Cermit j�
City of Wheat Ridge Municipal Building 7500 W. 29` Ave. Wheat Ridge, CO 80033-8001 P: 3012351846 F: 303,2352857
111iiii o!
A. Intent and purpose: This district is established to provide high quality, safe, quiet and stable, medium-density single-family
residential neighborhoods, and to prohibit activities of any nature which are incompatible with the medium-density residential
character,
(Ord. No. 2001-1215, § 1, 2-26-01; Ord, No, 1313, § 3, 10-27-03; Ord, No. 1448, § 2, 8-24-09)
Meredith Reckert
From: Tom Dunrud <torn0hrismortnanp
a
Thursday, September 11, 2014 4 PM
Meredith Reckert
3225 Benton Street
Hi Meredith,
Here are the deck calculations that you've requested.
Front Deck 7'x 35'=
Rear Deck 14'x =1.26 + 16'
Garage 20'x 20'=
House
UMMEMZa=
I
,f possible, let's include the garage in this permit. If not, we can pull a separate permit for the garagF
Thanks,
Tom Dunrud
f I -- zz
/Vj Ay
Zze ve-L
i t / 5's F IK /
245 Sq Feet
Total = 222 Sq Feet
400 Sq Feet
161L��Feet
0
5 — NOT ALPROVED: The Public Works Department has reviewed the submitted ma and does not
approve this Permit Application for the stated reason(s):
Signature David F. Brossman, RL.S. Date
le
6, Stipulations:
7, _ A Drainage Certification Letter accompanied by As-Built plans from the Engineer-of-Record shall
required prior to the issuance of the Certificate of Occupancy. I
& NOTE: ANY DAMAGE TO EXISTING PUBLIC )IMPROVEMENTS AS A UL OF PROJEC
RES
CONSTRUCTION SHALL BE REPAIRED PER ROW CONSTRUCTION PERMI-1, PRIOR TO THE
ISSUANCE OF THE CERTIFICATE OF OCCUPANCY.
2��
City of
__
City of Wheat Ridge Municipal Building 75003 W. 29" Ave. Wheat Ridge, CO 800334001 P :.103,235. 61 F: 3012351857
P UBLIC EVELOP ENT REVIEW F EES
Date: a
(Required of I Projects for document processing)
am maw
r e�°ea �tlti -a F . ew�I fees.
• Review of existing or minimal technical documents ......... $200,0
• .Initial review' of technical civil engineering documents
(Fee includes reviews of the l" an 2" bnri . is): S600A0
• Traffic Impact Study Review Fee;
(Fee includes reviews of the l" and 2 d submittals):,—.— ...... $500
..........
# Trip Generation Study Review Fee: . ......... ......... $200.0()
$
0 0 & M Manual Review & . S VIA Recording Fee,,.,, .. ......... $100
... ......
' Each Application will be reviewed by staff once and returned for
changes. If after review of the second
not been made to the cavil documents or the Traffic Study as requested by staff, further reviews
submittal changes have
of the
to the following Resubmittal Fees:
Application will be subject
Resubmittal Fees,
3 submittal ('/2 initial review fee):,.-,. .... ......... .....:... $300.0
4`'' sub ittal (full initial review fee): ... ........... .......... $600.00
All subsequent submittals:...... . ......... ......... ..................... .... $600.00
(Full initial review fee)
F
PLEASE NOTE THAT IN ADDITION TO T HE OVE FEES, THE REWILL RF ADDITIONAL LICENSING
PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC
RIGHT-OF-WAY.
wwrwww Lww°heatr dge.co,us
DATED:
,'" ADDRESS:
CITY (W AVAI ROGE BMW ILMIG AND INSKMW SERWIS [XVISM'
'O , W *' I%h Ave Wheat RW#e CO *0031-SMI p W,235,2855,/ 303,217,8029
Proof of Submission for Permitting/Plan Review
Date:
32 2S
Project Address:
Name of Firm AndivWual subtrAting docunwnts:
Agency Notev
I
g
0-
7W
M=
(Agency Representative)
t I
e:
\ 6 61111120w -
10865 E. Parker Rd.
Parker, Colorado 80138
Telephone (303) 841-5607
�: �
M:V
This document is not transferable to any person or entity other than that person
or entity whose name appears on this document, This is because the
recommendations contained herein are specific to the information provided to
Homestake Engineering, P.C. relating to the intended use of this document
including but not limited to planned structures, elevations, depth of excavation
etc
101 togn If I It to a III] mo lowe I #n - 41 MI o-Iff- A- M
off 0 w 0 Z 0
MM* ii;! ,,, i for Soils and Foundation Engineering only and should
;t n a ton
h I s d ti plan provided by a Structural Engineer.
N
1F � • M
At the present time this site is vacant and it is our understanding that a single-
family home is to be built at this location.
CQNCLU§IQNg AND F!QLJNQATI!QN RECQMMgNQATIQDL4§
Due to the excessive settlement potential • the soil, a satisfactory type of
foundation system will be continuous concrete footings bearing on undisturbed
soil. These footings shall be designed for a maximum soil bearing pressure of
800 pounds per square foot, dead, plus one-half live loads All loose and
disturbed soil shall be removed before placing of the concrete for the footings.
One can expect some movement with this type of soil condition, but it should be
within allowable limits. A design lateral earth pressure of 35 PSF should be
satisfactory for this soil. The minimum Width of the footings shall be sixteen
inches (16').
!gENE&AL
f -, 011
[ a F# I t WIN 1 A* [ 9 2 j;-*l i 3 WK i rU
If the builder and future owners are willing to risk the possibility of some damage
due to concrete floo 4 k movement the following recommended details should
be carefully followed during construction of the interior floor slabs. Experience
with similar soil conditions has shown that the following details will help minimize
damage
2. Separate the slab from all load bearing members and utility lines
allow for independent movement of the slab. Provide a positive cont
or slip joint at the construction joint between the slab and foundati
walls (see Figure 2). 1
3. Pr ovide f scoring of .! to p control j
♦ • i 11 • dl • i ♦ 1f •
provide approximate slab areas of 200 square feet,
4, The s ! ♦ ncrete slabs should be kep
during construction by occasional sprinkling of water and especially
day or so prior to pouring of the slabs. I
5. in the event the builder or future owner desires to provide decorati
rock or bark around the structure, we have attached Figure 3
illustrate a If of installatio
ponding of water near the foundation and provide for proper draina
away from the structure.
t " s s
"` '" "r • •' fit .. � .. .: «M • � • • • ' ,+ ^ M .r °" 4� • *" •
411 • ♦ *` • � ! "• . '; .. � r « t1 ! : • .. �' � ..
L9
Roof downspouts and sill cocks should discharge onto long concrete splash
blocks (5 feet long) or into metal gutter extensions to deposit runoff water farther
out from the structure and beyond the limits of backfill soil near the foundation
• +{ .. i '" � ♦ ! � • .. is ` !4 ! .Y ♦ "'
AUACHMENT
m
EAM • • Mk • != 191MA9961
•
FRAMING DETAIL
2 x 4 stud wall
secured f rom ob 0
*v
by metal strops Or nalling I
I/Z" drywall nalled
to studs, only.
11 ' I*<« 11 11 1
044
Uzi - < ++ :
R MING ETAIL
Novi-bv wallon concrete floor
stab over exponsive clay soil.
- -- -- -- ------ ... . ..... .. - - ---- ---- - ----
9
igg
m
�t
LOC ;
Approximate orth
11
2 '
"NOTE: NOT TO SCALE
Legend
FOUNDATION OIL TEST HOLE
LOT CORNER
IN
LQGOF TEST HOLES
Test ,"21_e#1
0 1
it
Silt
2 1
3'
-40/6"
4 '
5 1 --
6
T_
Siltstone
8 1
-40/4"
9 1
10
ill
12'
13'
14 1
15
16'
17'_
18
19 1
20'_
Wail
7
I c
11
12
11
14
15
16'
IT
18 1
19 1
20'
Im
•
IN
Dish No
'61o'c'k
L o a - - 0 ,
15.8 g
Dial
45.0 g
F
'IF %Swell 1,
40.3
Moisture Content:
-----------
0,8884
ChE
Wet Densi!y:
onsol
6/3/2014
4 - OOPM
--------
7
00
1242
O3270
0
614/2014
810A2
OA
03120
0,0150
0.■ 144
-1,92
6/5/2014
8:00AM
OA
0.3110
0,0160
OV54
-2.05
6/6/2PI4
::'3 a M
9
1,0
O2840
O0430
O0415
-553
Dish No
2.0
Tare Weight'.
15.8 g
Wet Weight.
45.0 g
Ra Weight:
40.3
Moisture Content:
Soil Weight
Cylinder+Soil Weight:
511.1
g
g
Cylinder Weight:
10T8
g
Soil Weight'.
4033
g
Soil Weight
0,8884
lb-s
Wet Densi!y:
148.1
lbs/r
Da Dens qy:
1242
lb
im
SWELL-CONSOLIDATION TFRT_
Job Test of # 2 Depth =8
Job Name: Dunrod Date Test et `1312014
Machine #2
Soil Description: Siltstone
E
Date
Clock
Load on
Dial
Dial
Corrected
+ %Swell
Time
ksf Is Sam
Sam Is ksf
I
�in
_gj2��,.
613/2014
4:OOPM
0.0
O. 6300
0
6/4/2014
810AM
1.0
0,5980
0,0320
0,0305
4.07
6/5/2014
&00AM
1,0
W
O.5676
O.0624
0,0609
-6, '12
j6/�6/2014
_J_
0
3,0 W
€. 9 13 ,.1 ilo 0,1075 _L
-1 4,33
Dish
4,O
Cylinder+Soil Weigft
405,6
g
'Tare Weight"
15,8 g
Cylinder Weight"
107,8
g
Viet Weight;
397 g
Soil weight:
297.8
g
Dr Weight
35,2 -
Soil Weight:
0.6558
lbs
Moisture Content:
23,20 %
Wet Density;
109,3
l ash 3
Job Name:Dunrod Test Hole # 2 Depth =8 ft
4'5
. . ...... . A,
4
35
29
0,;
-3
-6
45
-9
0
wq
-,12
-13
-14,5
-15
0,0
01
1,0
Mo
. .. . .. . .......
Applied Pressure (Ksf)
... ..... ... .. .. ...... ... ...
.... ...
E
W h�a't I Z�Ogc
01 N (If 'Alit, AT RIDGE BVILONGAND jhim`CMIIN' SURNIVIS f)iVISK)N
75030 W 291h Ave What Ridge, CO Xt. I 3- ROD i r 3,63.23 S. ZS 55, f Y1323 7 ON
tne prqjett type and be attactied to the Suildiry Pertrit Application at the tim of subrnission.
Applications prewted fix s(A�sion vottw a oonOeted Proof of Su6nission fwm from a required
R"ficy wig not he accepted or procested.
MIMMLIM��
1 — -- a duly Authorized wirwrttative of the agency
iod�ted Wowand do, by my sipatt" Wow. hereby a0ripMedge raceipt of docmwnts necessary
for re0ew and approval of the project indicated above.
ME=
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