HomeMy WebLinkAbout7048 W. 28th PlaceCity of
Wheat j'iidge
MMUNITy DEVELOPMENT
City of Wheat Ridge Municipal Building 7500 W. 29th Ave.
F: 303.237.8929
July 22, 2019
Owner/Occupant
7048 W 28t' Place
Wheat Ridge, CO 80033
Wheat Ridge, CO 80033-8001 P: 303.235.2855
RE: Previously permitted project plans available for retrieval — Permit 201707721 (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 documents are available for
retrieval for a period of 20 working days (4 weeks) from the date of this letter — August 19 — 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.
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,
Kimberly Cook
Permit Technician
7500 W. 29th Avenue
Wheat Ridge, Colorado 80033
Office Phone: 303-235-2873
Fax: 303-237-8929
www.ci.wheatridge.co.us
City of
Wheat-gie
COMMUNITY DEVELOPMENT
www.d.wheatridge.co.us
CER TIFICA TE OF OCCUPANCY
Permit #: 201707721 `� 4' City of Date: 10/26/2018
Wheat�idge
COMMUNITY DEVELOPMENT
7500 W 29TH AVE
WHEAT RIDGE CO 80033-8001
*Stipulations: New single fami� home - 3,370 sq ft total
This certificate verifies that the building constructed and/or the use proposed of the building and/or premises, under the above
permit number and on property described below, does comply with the Wheat Ridge Building Code, Zoning and other related
land use and development laws of the City of Wheat Ridge, and may be occupied for the use specified.
OWNER: WYTRYKUSZ, KEVIN ADDRESS: 7048 W 28th PI, Wheat Ridge CO 80033
CONTRACTOR/ADDRESS:
PROPERTY ADDRESS: 7048 W 28th Pl, Wheat Ridge, CO 80033
PARCEL #: 39-264-12-006 ZONING: R-2 OCCUPANCY: R-3 TYPE OF CONST: V -B OCC LOAD:N/A
FOR THE FOLLOWING PURPOSE: Single Familv - New
Code Editions:
2012 ICC / 2014 NEC
No change shall be made in the Use of this bui:
prior notice and a new CERTIFICATE OF OCI
from the City of Wheat Ridge
Certificate MUST be
posted by front door of
commercial occupancies
Chief Building Official
Zoning Administrator
A i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: q AF
Job Address: 701-1ti
Permit Number: -d-01-709
❑ No one available for inspection: Time %? AM/PM
Re -Inspection required: Yes ! N0
When corrections have been made, call for re -inspection at 303-234-5933
Date: 10 6/0 Inspector: 3o ! ! i!-
DO NOT REMOVE THIS NOTICE
1�
i CITY OF WHEAT RIDGE s
Bolding Inspection' Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: '305--nvrlp ;dn
Job Address: )UL/O G/ 2 -'?4.4 Pl.
Permit Number: 20 i 70 X 7
1
t
❑ No one available for inspection: Time A 7PM
Re -Inspection required: Yes
When corrections have been made, call for re -inspection at 303 -234 -
Date: 1
03-234-Date:1 V? `(/ 10 Inspector: L'V ��
DO NOT REMOVE THIS NOTICE
TZ Structural
Engineering LLC
Post Olticc Boa 78, I. Lov Liiid colorado SQ
Office, (970) o,3-G016. lax (!+70)
December 5, 2017
Kevin Wytrykusz
3801 West 41" Avenue
Denver, CO 80211
Footing Observation
The Wytrykusz Residence
7048 West 28`x' Place
Lot 3, Re -subdivision of Block 2, Mortensen Subdivision
Wheat Ridge, CO
Project Number: 17-219-31
Dear Mr. Edgington:
,�Zi70-7-3-/
On December 4, 2017, a representative of this office visited the site referenced above to observe
the footing form widths, depths, and reinforcement. The continuous footing widths and depths
were in general compliance with the foundation drawing by T2 Structural Engineering, project
number: 17-219, dated September 21, 2017. The dowel reinforcement was on site and the
spacing will be confirmed with the foundation wall observation.
Protect freshly placed concrete from temperatures that will compromise the design strength of
the concrete. Concrete placement and reinforcement is to be installed in accordance with ACI
318 and IRC.
Please contact this office if there are questions, or if additional information is required. Thank
you for the opportunity to work with you on this project.
Sincerely,
Russell T. Zoetewey,
Enclosures
Inb, am
466il
2 Structural
Engineering LLC
Post Ot(ice Box y'1 1. veland Colorado,1 005' - o-3 C, l --) 67
Otnce (9 0) (63-60it,. Fax (970)622-9 24
December 13, 2017
Kevin Wytrykusz
3801 West 41St Avenue
Denver, CO 80211
Foundation Wall Reinforcement Observation
The Wytrykusz Residence
7048 West 28th Place
Lot 3, Re -subdivision of Block 2, Mortensen Subdivision
Wheat Ridge, CO
Project Number: 17-219-32
Dear Mr. Wytrykusz:
On December 8, 2017, a representative from this office visited the site referenced above to
observe the wall reinforcement size, and location and to confirm the vertical reinforcement
spacing in foundation forms. The reinforcement appeared to be in general compliance with the
foundation drawing and details by T Structural Engineering, project number: 17-219, dated
Sepiember 2 i, '.20 i 7.
There was one ufer bar located on the south side of the crawl space foundation wall
approximately 2 -feet 6 -inches towards the north from the south face of the crawl space
foundation wall. The Ufer bar was tied to the bottom row of continuous rebar in the foundation
walls.
Protect freshly placed concrete from temperatures that will compromise the design strength of
the concrete. Concrete placement and reinforcement is to be installed in accordance with ACI
318 and the IRC.
Please contact this office if there are questions, or if additional information is required. Thank
you for the opportunity to work with you on this project.
Sincerely, �, pPM0 tZ
C.�: hJSAN'Tq. 2�
f
Susan TagJA 3' • • Ar
Enclosures
Enclosures SjONAL Env
mbd, am
,�LCity of
-o6rW I eat m
—•O COMa1 UNITY DEVELOPMENT
1-7V7'? J--1
City of Wheat Ridge Municipal Building 7500 W. 29' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857
FOUNDATION SETBACK AND ELEVATION CERTIFICATION
This form, including the Exhibit on the reverse side, must be fully completed by a Professional
Land Surveyor licensed in the State of Colorado. This Certification must be submitted for review
and approval prior to the placement of concrete and before proceeding with any further
construction.
DATE: DECEMBER 7, 2017
PERMIT#
ADDRESS: 7048 WEST 28TH PLACE, WHEATRIDGE, CO
LOT 3 , BLOCK MORTENSEN RESUB, BLOCK 2, BARTH'S SUBDIVISION
I hereby certify that the elevation and location of the recently constructed structural foundation
for the above property described above has been measured by me or directly under my
supervision. The foundation setbacks and elevations for all recently constructed building
corners as stated herein have been found by me to be in compliance with all civil engineering
and Building Permit construction plans as approved by the City of Wheat Ridge.
The MINIMUM SETBACK DISTANCES from the property lines have been determined to be:
FRONT: 22.0'(GAR) REAR: 17.0' W SIDE: 6.3' N SIDE: 13.2' S
NOTE: ALL DISTANCES ARE WITHIN 2 INCHES OF THOSE ON THE SITE PLAN.
The MINIMUM ELEVATION has been determined to be: 5446.3' (NAVD88).
The above measurements have been determined on the following location:
Check only one): X Top of proposed foundation prior to placement of concrete
Top of foundation subsequent to placement of concrete
The setback and elevation measurement locations are identified on the attached exhibit.
Signed
Print
12330'";
loose a's
(Surveyor's Seal)
CECIL R. CROWE,
PE & PLS 12330 Date DEC. 7, 2017
rofessional Surveyor
ELECTRONIC SIGNATURE PER TITLE 24-71.3-107 (4) C.R.S.
FOR OFFICE USE ONLY
Approved by:
Inspector Date
www.ci.wheatridge.co.as
Rev 09117
!
I
I
(3) 2x6 F
28'- " [ R
I
_ QF 60 I (3) 2x6
I �
6
P (3) 2x6
r ---
C1
- - -- -
r----- _-� ---- -- r------ ..- 0..7�� _ _. £fl�s6 _
! - -- ------------------------- Y --------------------------- —
1 l7 �a (3;2 i f 31 1
N
*nmm -- ----
al
`('�����+ Client: Kevin Wytrycusz
n I Title: The Wytrycusz Residence, Repair Short Beam
Post Office Box 7821, Lowiand, Colorado 80,537 Location: 7048 West 28th Place, Wheat Ridge, Colorado
Office: (970) 663-601"6, Fax: (970) 622-9324
w-ww.tsguaredengineering.com Date: Sept 26, 2018 1 Job Number: 17-219 1 Sheet: 1 of 1
— --
I
I
s
r-
91
r-.47-
-
k• I
I
14" FTG.
14" G.
�'•
i P 26 2011!'4
f
OF=544 .5' "
�J
7110 7 -7 I I
s
oi� !
I 12" FTG.
T0F=544d5'
F=5445.56'
TOF=544515
B i
I 20 FTG.
°'
20" FTG.
2x12 blocking
2x12 blockin
I
I
Ex stin =
I
j v 6x6 column with -111
footing.
'
I u AB66 bLSe plate. I
,
N
F
!
F
I
N
1
r----_-- __
Li !
4
w"
I
I--
IN
--j
NA
N
II
!
I
I
I
ro
��I
I
a
I`hic
F=5445.56'
2x12 blockin " ( 1
I a G
I
lease add new
ootin s with
g
xisting footing
20" x 36" x
4 re at 6"
4" minimu
I
2x12 blocking
I
T
I
I
j
I
i 6" FTG.
N
_
!
I —
°
Refer to Beam
Saddle B detail
!
!
!
I
I
(3) 2x6 F
28'- " [ R
I
_ QF 60 I (3) 2x6
I �
6
P (3) 2x6
r ---
C1
- - -- -
r----- _-� ---- -- r------ ..- 0..7�� _ _. £fl�s6 _
! - -- ------------------------- Y --------------------------- —
1 l7 �a (3;2 i f 31 1
N
*nmm -- ----
al
`('�����+ Client: Kevin Wytrycusz
n I Title: The Wytrycusz Residence, Repair Short Beam
Post Office Box 7821, Lowiand, Colorado 80,537 Location: 7048 West 28th Place, Wheat Ridge, Colorado
Office: (970) 663-601"6, Fax: (970) 622-9324
w-ww.tsguaredengineering.com Date: Sept 26, 2018 1 Job Number: 17-219 1 Sheet: 1 of 1
i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECIN NQTIRE.
L /C - (r1c� Il r rl dow
Inspection Type: 1_1 0 s Fl-/) eNi Vi� le C-
1,
Job Address: _70 `/"d W a 4s th P r
Permit Number: -do) 7 p -7 7 a)
na) Ps rov
W1 11 o ul A !.Z h rvj
A)) r- Ile 4e i -S s --e ccs ,
❑ No one available for inspection: Time 10 = I AM PM
Re -Inspection required: Yes 0
When corrections have been made, call for re -inspection at 303-234-5933
Date: / 0 I'd'a Inspector: ►
DO NOT REMOVE THIS NOTICE
City of
Wheatlj ge
_OMMUNiTy DEVELOPMENT
Escrow/Letter of Credit
Transmittal Sheet
An escrow has been submitted for the property located at 7048 W. 28t' Place. The
escrow is in the amount of one thousand five hundred dollars ($1,500.00).
The above amount is to be held in escrow (in G/L Account 01-356) for:
® Planning & Development: landscaping
❑ Public Works:
❑ Other: Escrow expires October 1, 2019
The escrow shall be held by the City as reimbursement to offset cost to City for
installation of outstanding improvements.
Notes:
Name Date
City of
WheatR dge
COMMUNITY DEVELOPMENT
Escrow Azreement
This agreement made this 181h day of October, 2018, by and between the City of Wheat Ridge
and Kevin Wytrykusz for escrow in the amount of one thousand five hundred dollars
($1,500) being held by the City of Wheat Ridge until all outstanding landscape improvements
are completed at
7048 W. 28" Place
In the event that these improvements are not installed by October 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.
If the City of Wheat Ridge exercises its right to perform work of any nature, including labor,
materials and use of equipment either by force account or contract, the City shall have the
absolute right to withdraw the escrow funds to complete said improvements. The only
precondition to the City's right to withdraw the funds for this purpose shall be a letter from the
Community Development Director, stating that the improvements have not been completed or
provided and that the compliance date of October 1, 2019 has expired.
Approved and Agreed:
Property Owner
k�
Signature
Print Name
Title (if applicable)
City of Wheat Ridge, Colorado
By: 2U -
!N p�LC� IIVI��2
Title: FL PS--Jj E2
Date: `d 1 \,TI Zo 1 s
Vv,4,i 2- A-&-,
Address
✓U�--T �t 1�G��, Go
50 31
8cn 3 3
Phone
Date
I i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: y° s F-_ ner i j e c
Job Address: -7 a y 8 tv 2 `a - " i`�, )
Permit Number: 2 c i 7 0 7-7 a i
�7)nal M e c A Pc, ,4,aI
V en -PV r -PI) r-f)ctCP - 0 U-1-5 P
asn S 1) P tg 1 �5 Ct
❑ No one available for inspection: Time L/ WPM
Re -Inspection required: Yes No
When corrections have been made, call for re -inspection at 303-234-5933
Date: io 4 S 4'g -Inspector: __F L3
DO NOT REMOVE THIS NOTICE
i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: Ll 0 7- t) ;'/v m b to 2
Job Address: -701-/S w o$ th r� 1
Permit Number: 3 01-7 0 -7 -7 a 1
V rllA
❑ No one available for inspection: Time ?z ay &PM
Re -Inspection required: Yes
When corrections have been made, call for re -inspection at 303-234-5933
Date:-/ v /j -7 / 8 Inspector: -7--D
DO NOT REMOVE THIS NOTICE
i CITY OF WHEAT RIDGE
_:�9�Building Inspection 15iV+sion
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTFN NOTICE II
L/0"7- nAi PluMb n9
Inspection Type: C1 a S`-
Job Address: -7 a L/ 'd
Permit Number: '3 d 1-7 e —7 –7
P/v m L f,ng C a A e le_
❑ No one available for inspection: Time 0! / &PM
Re -Inspection required: es No
When corrections have been made, call for re -inspection at 303-234-5933
Date:-/ 0 / t, /'3 Inspector: —1-b
DO NOT REMOVE THIS NOTICE
a 0-
i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: 1/ F
Job Address: 0if a W
Permit Number:0.170 % i 1
❑ No one available for inspection: Time AM/PM
Re -Inspection required: Yes to
When corrections have been made, call for re -inspection at 303-234-5933
Date: ,d Inspector: fj >
DO NOT REMOVE THIS NOTICE
6
i CITY OF WHEAMRIDGE
Building Inspection° Division
(303) 234-5933 Inspection line
__::��(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: 4061— / meta-�
Job Address: _�10Y -' ?'i44 �f
Permit Number: f' vl7D7 �? Z
-'QUI �Zdo 1-o 1,-toJ
❑ No one available for inspection: Time 0'1 5- TOPM
Re -Inspection required: Yes (9
When corrections have been made, call for re -inspection at 303-234-5933
Date: 101gi iii Inspector: bane, Coycll
DO NOT REMOVE THIS NOTICE
e A i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: y%%3 F�
Job Address: 70?L W -791A A
Permit Number: a`D1G 7'7 9 )
1�a 4 kol;l Ilo r,
❑ No one available for insp n: Time /'��% AM/PM
Re -Inspection required: Ye No
When corrections have been made, call for re -inspection at 303-234-5933
Date: A 4�lI� Inspector:�r,/
DO NOT REMOVE THIS NOTICE
i CITY OF WHEAT RIDGE
Building Inspection 'Mvision
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: L1 G _ h » 1ill m 6
Job Address: -7 o 44 S w (� )
Permit Number: '? D 1-7 O '7 -7 of )
fr)4:7% ) PIvm
leckee l -C SCke dt, tv n C v
❑ No one available for inspection: Time 10=5_9 OPM
Re -Inspection required: es No
When corrections have been made, call for re -inspection at 303-234-5933
Date: q 2 9 /P9 Inspector: ! i5
DO NOT REMOVE THIS NOTICE
i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: y0 I - Gas L
Job Address: -7 C t1$ w '9 8 �� )
Permit Number: -D a t -7 D 7 -7 a)
+ jLe o �ac�444qrd -F i ce- Z,t�
❑ No one available for inspection: Time �pm
Re -Inspection required: Yes
When corrections have been made, call for re -inspection at 303-234-5933
Date: 1 S Inspector: 1
DO NOT REMOVE THIS NOTICE
i CITY OF WHEAT RIDGE
�'(303)
Building Inspection Division
(303) 234-5933 Inspection line 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: It:) h u-,-) -e'- P ck v1
Job Address: -7048 U-) Z cF3
Permit Number: 2 0 1-7 0-7 -7 7_
S11 � LPA G! a� � ✓.� �T
l
-
❑ No one available for inspection: Time 0;-�61
/PM
Re -Inspection required: Yes o
When corrections have been made, ca I for re -inspection at 303-234-5933
Date: `I' 2 Inspector: bL
DO NOT REMOVE THIS NOTICE
0
s CITY OF WHEAT RIDGE
- Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
3P)_ OveL -d
Inspection Type: 32 0 -
Job Address: -7 0 N 8 w a (rte )
Permit Number: a o I '7 0 `7 -7 a I
❑ No one available for inspection: Time /'a = S9 AM(W
Re -Inspection required: Yes @�)
When corrections have been made, call for re -inspection at 303-234-5933
Date: &b) bg Inspector: ��
DO NOT REMOVE THIS NOTICE
i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE, /
Inspection Type: 30S -ZNj lu • 7/� ��,5 / `�'�
Job Address: 7o
Permit Number:
14 .• � 1;
❑ No one available for inspection: Time ' " , km, PM
Re -Inspection required: Yes "No/
�,
When corrections have been made, call for re -inspection at 303-234-5933
Date: �_Inspector:_ JcJi �-�---
DO NOT REMOVE THIS NOTICE
i
A i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line t�om))
(303) 235-2855 Office • (303) 237-8929 Fa }r� ,X_C/
1
INSPECTION NOTICE
Inspection Type: CCS �/ �GS� a�' 3G'/fes?A-/-1
Job Address: C%�
Permit Number: t 7
❑ No one available for inspection: Time l�AM M
Re -Inspection required: Yes ( NV
._
When corrections have been made, call for re -inspection at 303-234-
,q 5933
Date: 'L, - f _ Inspector:
DO NOT REMOVE THIS NOTICE
i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: -310 E fh k
Job Address: 7ogg L,/ 9
Permit Number: 20 f 70 7 72-1
❑ No one available for inspection: me/VLA_J_AM/PM
Re -Inspection required: Yes Fo
When corrections have been made, call for re -inspection at 303-234-
Date:- f l t� Inspector:
DO NOT REMOVE THIS NOTICE
`/
i CITY OF WHEAT RIDGE
�(303)
Building Inspection division(303) 234-5933 Inspection line 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: -31-3- P cU A ;I > / u m
Job Address: -701-08 tAi a q
Permit Number: X 0 1-7 0 -7 7 2 1
RQ Q!? )LIM ina Gir
(-e 01 a • /t r- e C15 h e. 4 iE !Z U i ,1e
Air- _�es� 0L
❑ No one available for inspection: Time / Q- / O &PM
Re -Inspection required: ( ge No
When corrections have been made, call for re -inspection at 303-234-5933
Date: S- 2 S I Inspector: Tf�
DO NOT REMOVE THIS NOTICE
i CITY OF WHEAT RIDGE
Building; Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECT -ION NOTICE
Inspection Type: _SO4,- IY1 , j
Job Address: ? f- u 8 til a S
Permit Number: 2 0/-7 d 7'7 a I
Ov
+ran, ,�� .
❑ No one available for inspection: Time 11 : V!!' OPM
Re -Inspection required: Yes i Vo
When corrections have been made, call for re -inspection at 303-234-5933
Date: !9-4/ IInspector: _-T-D
DO NOT REMOVE THIS NOTICE
10- la
3
IN
i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: 3 c ! - n
Job Address: c 41? W a B
Permit Number: c 1 7 ® 7 -7 a
❑ No one available for inspection: Time 0: I &PM
Re -Inspection required: Zes) No
When corrections have been made, call for re -inspection at 303-234-5933
Date: S s 5? Inspector: -ts
DO NOT REMOVE THIS NOTICE
i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type:. G )
Job Address: 70617 Gly
Permit Number: 0/20 772�
❑ No one available for inspection: Time // • �r MM
Re -Inspection required: Yes(No
When corrections have been made, call for re-inspection/at 3_03-234-5933
Date: �/ ' D - IF Inspector: , )�i%J -i—'
DO NOT REMOVE THIS NOTICE
G
i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: 3v a 13r" -
Job Address: 7o y 6 LJ
Permit Number: ' D o J -7 0 `7-7-
w
❑ No one available for inspection: Time (.aPM
Re -Inspection required: Yes i&
When corrections have been made, call for re -inspection at 303-234-
Date:----3
03-234-Date:3 193 /4s Inspector: -7-L7
DO NOT REMOVE THIS NOTICE
i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type:
Job Address: 704
Permit Number: ��/7o 7V
Q No one available for inspection: Time, J- G) AN/PM,%
F ate -Inspection (
required: Yes)No
5s e
*When corrections have been made, call for re-inspectionat303_-234-5933
Date:%' 1�° f 7 Inspector:
DO NOT REMOVE THIS NOTICE
/0
i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: `2 o S- yl�)un,A .ync��e
Job Address: -7a W? w
Permit Number: 0 1-7 o -7 -7 a )
❑ No one available for inspection: Time d z ) !3 AMO
Re -Inspection required: Yes 90)
When corrections have been made, call for re -inspection at 303-234-5933
Date:-) Inspector: --r-t�
DO NOT REMOVE THIS NOTICE
`7
A i CITY OF WHEAT RIDGE
Building' Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type:
Job Address: 8 Tt/
Permit Number: a b 1-7 o -77 1
PCA r_t-1 a.'
C)+ v
4-o kms, 11
LJNo one available for inspection: Time I I 3 AM! M
Re -Inspection required: Ye No
When corrections have been made, call for re -inspection at 303 -234 -
Date: / D Ll Inspector: T
r
DO NOT REMOVE THIS NOTICE
r -
i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION/ NOTICE
Inspection Type: Ca • C"/ A
Job Address: 7, T AL)OF � G
Permit Number: 2zd17®77--2/
❑ No one available for inspection: Time Alv/PM,)
k, moi, s'
Re -Inspection required: Yes %P No
When corrections have been made, call for re -inspection at 303-234-5933
Date:O/• 23 • ) o9 Inspector: I'VG" 4.&- --
DO NOT REMOVE THIS NOTICE
i CITY OF WHEAT RIDGE
Building Inspection Division 41,)b
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type:
Job Address: 7 6 �%�. �!� 27 "`
Permit Number:t
mile Mo-
/ /
l
❑ No one available for inspection: Time .10. '_.36)AwP
Re -Inspection required: Yes No
When corrections have been made, call for re -inspection at 303-234-5933
Date: /d i , /7 Inspector: )(VAI I
DO NOT REMOVE THIS NOTICE
T2 Structural O/ ����
Engineering LLC
Post Office Box i8°7. Loveland, Colorado SOF?-
Otficr(5+.0) 6b3-G07G.
December 13, 2017
Kevin Wytrykusz
3801 West 41St Avenue
Denver, CO 80211
Foundation Wall Reinforcement Observation
The Wytrykusz Residence
7048 West 28th Place
Lot 3, Re -subdivision of Block 2, Mortensen Subdivision
Wheat Ridge, CO
Project Number: 17-219-32
Dear Mr. Wytrykusz:
On December 8, 2017, a representative from this office visited the site referenced above to
observe the wall reinforcement size, and location and to confirm the vertical reinforcement
spacing in foundation forms. The reinforcement appeared to be in general compliance with the
foundation drawing and details by T2 Structural Engineering, project number: 17-219, dated
September 21, 2017.
There was one ufer bar located on the south side of the crawl space foundation wall
approximately 2 -feet 6 -inches towards the north from the south face of the crawl space
foundation wall. The Ufer bar was tied to the bottom row of continuous rebar in the foundation
walls.
Protect freshly placed concrete from temperatures that will compromise the design strength of
the concrete. Concrete placement and reinforcement is to be installed in accordance with ACI
318 and the IRC.
Please contact this office if there are questions, or if additional information is required. Thank
you for the opportunity to work with you on this project.
Sincerely, �RNDO ti,,
c: o
Susan Tak?; ct
Enclosures '*.S�pNAL EN,v T
mbd, am
/L, a se,,�
2 Structural-_�/7ll7,,
Engineering u c,
Post Office Yox ; S2 i, Loveland, Coloi a0,,
Office. (970) 663-6016. Pay
December 5, 2017
Kevin Wytrykusz
3801 West 41" Avenue
Denver, CO 80211
Footing Observation
The Wytrykusz Residence
7048 West 28`" Place
Lot 3, Re -subdivision of Block 2, Mortensen Subdivision
Wheat Ridge, CO
Project Number: 17-219-31
Dear Mr. Edgington:
On December 4, 2017, a representative of this office visited the site referenced above to observe
the footing form widths, depths, and reinforcement. The continuous footing widths and depths
were in general compliance with the foundation drawing by T2 Structural Engineering, project
number: 17-219, dated September 21, 2017. The dowel reinforcement was on site and the
spacing will be confirmed with the foundation wall observation.
Protect freshly placed concrete from temperatures that will compromise the design strength of
the concrete. Concrete placement and reinforcement is to be installed in accordance with ACI
318 and IRC.
Please contact this office if there are questions, or if additional information is required. Thank
you for the opportunity to work with you on this project.
Sincerely,
as v �r
Russell T. Zoetewey, 46611
Enclosures -0�''• AU*�F
lnb, am o�FSS/ONAL
City of Wheat Ridge
Single Family - New PERMIT - 201707721
PERMIT NO: 201707721 ISSUED: 11/16/2017
JOB ADDRESS: 7048 W 28th PL EXPIRES: 11/16/2018
JOB DESCRIPTION: New Single Family Dwelling with attached garage: 4 Bedrooms; 601 sq ft
Garage; 2,769 sq ft house; 3,370 sq ft total
***
CONTACTS ***
FEES
OWNER (303)319-4041
WYTRYKUSZ, KEVIN
Plan Review Fee
SUB
(720)272-1288
Diego Tellez
120187 L&D Electric LLC
SUB
(970)372-7438
Thomas Wood
090068 C&F Enterprises
SUB
(303)995-7955
Joseph Hetherington
110240 MJ Mechanical Inc.
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: /
*** FEE SUMMARY ***
ESTIMATED
FEES
Total Valuation
0.00
Plan Review Fee
1,641.41
Use Tax
6,634.61
Permit Fee
2,525.25
Engin. Review Fee
150.00
Park Land Dedication
2,497.29
Sidewalk Comm Develo
667.00
** TOTAL **
14,115.56
*** COMMENTS ***
*** CONDITIONS ***
All roughs to be done at Framing Inspection.
PROJECT VALUATION: 315,933.78
As part of the foundation inspection and PRIOR to the placement of concrete and before
proceeding with any further construction, a completed, signed and sealed, Foundation
Setback and Elevation Certification shall be submitted to the City for review. The
certification form shall be fully completed by a Professional Land Surveyor licensed in the
state of Colorado, stating that the foundation was constructed in compliance with all
applicable minimum setback and elevation requirements of the City.
Prior to issuance of a CO, 1 tree shall be planted within the front setback.
In addition, no less than twenty-five percent (250) of the gross lot area and no less than
one hundred percent (1000) of the front yard shall be landscaped.
All landscaping shall be in conformance with Section 26-502 of the Zoning and Development
Code. All landscaping shall Be installed in accordance with the approved landscape plan
prior to C.O., a landscape escrow agreement with financial guarantee in the amount of 125%
of the cost of the installation shall be required.
For one- or two-family dwellings, the first twenty-five feet (25') of driveway area
from the existing edge of pavement into the site shall be surfaced with concrete, asphalt,
brick pavers or similar materials. A right-of-way permit may be required; contact Public
Works Department at 303-235-2861.
Parkland fees -in -lieu apply.
City of Wheat Ridge
Single Family - New PERMIT - 201707721
PERMIT NO: 201707721 ISSUED: 11/16/2017
JOB ADDRESS: 7048 W 28th PL EXPIRES: 11/16/2018
JOB DESCRIPTION: New Single Family Dwelling with attached garage: 4 Bedrooms; 601 sq ft
Garage; 2,769 sq ft house; 3,370 sq ft total
I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications,
applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized
by the legal owner of the property and am authorized to obtain thispermit and perform the work described and approved in conjunction with
this permit. I further attest that I am legally authorized to include al entities named within this document as parties to the work to be
performed and th t all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications.
11- 4-17
Signature of OWN R or CONTRACTOR (Circle one) Date
I. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is
subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures.
2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and
received prior to the date of expiration. An extension of no more than 180 days made -be granted at the discretion of the Chief Building
Official and may be subject to a fee equal to one-half of the originalpermit fee.
3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard
requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of
the Chief Building Official and is not guaranteed.
4. No work of any manner shall be performed that shall results in a change. of the natural flow of water without prior and specific approval.
5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required
inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services
Division.
6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any
applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection.
Signature of Chief Building Official " Date
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
City of
p Wheat K dge
COMMUNITY DEVELOPMENT
Building & Inspection Services Division
7500 W. 29th Ave., Wheat Ridge, CO 80033
Office: 303-235-2855 * Fax: 303-237-8929
Inspection Line: 303-234-5933
Email: Perm its(a)ci.wheatridge.co.us
FOR OFFICE USE ONLY
Date:
�fZ6j,-1
Plan/Permit #
Plan Review Fee:
Building Permit Application
ZQCw. oto
*** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. ***
Property Address: -7040� Vii, 90� Pi-� ' vJt -T T2-0 —, Gv
Property Owner (please print): i,' i rJ 'f T(zY IGS Ph 75037--3 (q, 4-r4-1
--
Property Owner Email: ��� 1 �� Y BIZ `� IC US Z �f�tA t L ; C��'►'►
Mailing Address: (if different than property address)
Address:
City, State, Zip: V Co 0 Z l
�UILZ;>i>ue-� it = tmr✓,�v1 ��- ���• 4i
Arch itec ngineer T2T",r�c
Arch ite ngineer'E-mail• Phone: cA-70 ' 4.30 - IU `l,
�-(c� t• 4.VG>��Gl ,w ( �r� v�ir
Contractor: ��1e / ( 7
Contractors City License #: Phone: 3v 3
Contractor E-mail Address: VCVt t-►y\'fIF-Y �iS2-CU �t"IA- L , &O -M q
Ap P �, e,0 r`'T *A /;' Q r k— i n 1, 1'
C- t^.- -P ( Gct 2L/7 7. v 1
Sub Contractors:
Electrical: it' G Plumbing: G Mechanical: H11, M"AAY 44c
W.R. City License # IZot� W.R. City License # W.R. City License #
0go0(v8
Other City Licensed Sub: Other City Licensed Sub:
City License # City License #
Complete all information on BOTH sides of this form
❑ COMMERCIAL OJ RESIDENTIAL
Description of work: (Check all that apply)
❑ EW COMMERCIAL STRUCTURE El ELECTRICAL SERVICE UPGRADE
VNEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING
❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING
❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT
❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.)
❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.)
❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT
❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT
❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT
❑ OTHER (Describe)
(For ALL projects, please provide a detailed description of work to be performed, including current use of areas,
proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and
amount of materials to be used, etc.)
j.Jt W 4 t+ Z1 L-& fAYYI t t-4 `� 1 I li i 1 1-� ► i �' i
ATTA&4P—D &tAV40'60.
Sq�Ft LF
Amps
Btu's
Squares
Gallons
Other
Project Value: (Contract value or the cost of all materials and labor included in the entire project)
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or
regulations of the City of Wheat Ridge or covenants, easements 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. I, the applicant for this building permit application, warrant the
truthfulness of the information provided on the application.
CIRCLE ONE: (OWNER(CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR)
Electronic Signature (first and last name): 4��DATE: 2 /
DEPARTMENT USE ONLY
ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: --��
ReviewerQV( AP/1- VA C'1
� �-, �0�'
BUILDING DEPARTMENT COMMENTS:
Reviewer. , va / � j r
(� • 3�-)o 6010 (. d2 ` 5qPu -%` �
.50C %w j 0A TIDE,P-6-0 -6-0 - I-in,�� —5/1 r-- pill - O �~1 -v7
I
W4 /V/27/'7
�T�-,rz
AM iL.G 1.1/6p 121(-->jgP 7r_,
Building Division Valuation: $
City of
LL yOPPAWheat i'(01gle
COMMUNITY DEVELOPMENT
Official Certification of Property Owner for Non -Trade Specific Permit
THIS IS TO CERTIFY that I, the property owner, by my signature, attest that I currently own the project
property. I attest I am personally performing all work, without the assistance of hired or professional workers,
or, if hiring sub -contractors, have the contractors doing the work listed on the permit. Consultations and
inspections will only be performed with the homeowner of record present at the project property.
1 I am the owner and live in the project property.
Property Owner(s):
Project Property: -70 4-& V\%
Project Type: S f' iz- -
Notarized signature,,O Applicant
State of Colorado }
County of 3-e- S'S'ar', } ss
The foregoing instrument was acknowledged by me this. _3 rd day of 20 )7 by
W'14ry kLsa
TAMARA D ODEAN
NOTARY PUBLIC
STATE OF COLORADO
NOTARY ID 20164015481
MY COMMISSION EXPIRES APRIL 22, 2020
My Commission Expires _A/ 22/20 Zb
Notary Public
RESIDENTIAL Building Permit — Plan Review Worksheet
Address: 7 L,
I ��� V7� Zoning:
-Z
Rev. 09/2017
Lot Size: t , 1 �0 PuL �->';,'Sq ft. Lot Width: " �� ,�
Rev. 09/2017
Streetscape Conditions
Does the permit result in any of the following conditions?
❑ Construction of new roads ❑ Platting of new lots
New development ❑ Additions that increase gross floor area (not just the footprint) by
60% or more
(proposed floor area — existing floor area ) / existing floor area = % increase
If any box above is checked...
For SF/DUPLEX—Is there existing ❑ Curb ❑ Gutter L15 -ft+ sidewalk adjacent to the property?
If curb, gutter or sidewalk is missing, streetscape construction or fees -in -lieu will be required.
MULTIFAMILY—Does the frontage meet current city standards?
If not, streetscape construction or fees -in -lieu will be required.
Fees -in -lieu of dedication or construction are due at the time the permit is issued.
Aacess Conditions (apply to all new driveways, garages, additions, or new homes/units)
y For one and two-family dwellings, the first 25' of driveway area from the existing edge of
pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials.
❑ For all uses other than one and two family dwellings, no vehicle entrances or exits may be closer
than 25' to any property line, except when used as joint access for two or more lots.
J:� In residential zone districts, curb cuts shall be at least 10 feet and not more than 24 feet in width.
❑ One and two-family dwellings may have horseshoe driveways, provided that the street accesses
are at least 30 feet apart, measured from the interior edges.
R For all uses, one access point per property is permitted.
Landscaping Conditions (apply to additions and new dwelling units)
❑ For one -and two-family dwellings, one tree for every 70 feet of street frontage is required.
Frontage of lot " - width of driveway _� /70= (round up for required trees)
Street trees required: Street trees provided:
a0 100% of the front yard and 25% of the entire lot must be landscaped prior to issuance of C.O.
"0'' In the event that landscaping cannot be installed due to inclement weather prior to the issuance of
a C.O., an escrow agreement with financial guarantees may be allowed to ensure future
installation. 125% of the cost of the proposed improvements will be required with the agreement.
These funds will be reimbursed back to the property owner or contractor once the improvements
are in place.
Dwelling Unit
❑ Not approved as an independent dwelling unit.
City of SINGLE FAMILY/DUPLEX
%at " --�c B UILDING PERMIT APP
PUB[ IC- wc�aKs LIC,4TION REVIE W
Date:
Location: 7124e kv , 204 a
ATTENTION: BUILDING DIVISION
I have reviewed the submitted application documents to construct a AZ5Vi
located at the above referenced address. Please note the comments checked below.
1. Drainage:
a. Drainage Letter & Plan required: Yes No
b. Site drainage/grading plan have been reviewed and are: ZOK X63 �; refer to
2. Public Improvements required & to be completed with project: stipulations.
a. street paving/patching: Yes No Completed
b. curb & gutter: Yes No Completed
c. sidewalk: Yes No Completed
d. Other (specify): Yes No Completed
For items not constructed, the amount of funds taken in lieu of construction: $ (p(o
3. —K-_ Does all existing roadway/alley R.O.W. meet the standards of the City: --/— Yes No
If not, what is required?
If R.O.W. is required, has the deed been received: Yes No (see Note below)
NOTE: All deeds must be reviewed and approved prior to issuance of the Certificate of Occupancy.
4. APPROVED: The Public Works Department has reviewed the submitted material and hereby approves
this Permit Application, subject to the stated requirements and/or attached stipulations.
-fes `l'ic. VJ" K /O
Signature Mark Van Nattan Date
5. � NOT APPROVED: The Public Works Department has reviewed the submitted material and does not
approve this Permit Application for the stated reason(s):
Signature
Mark Van Nattan
Date
7.A Grading Certification Letter from the Engineer -of -Record accompanied by an Improvement Location
Certificate (ILC) shall be required prior to the issuance of the Certificate of Occupancy.
8. y NOTE: ANY DAMAGE TO EXISTING PUBLIC IMPROVEMENTS AS A RESULT OF PROJECT
CONSTRUCTION SHALL BE REPAIRED PER ROW CONSTRUCTION PERMIT PRIOR TO THE
ISSUANCE OF THE CERTIFICATE OF OCCUPANCY.
Rev 04/2016
City of
Wheat g L091
BLIC WORKS
City of Wheat Ridge Municipal Building 7500 W. 20 Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857
PUBLIC WORKS DEVELOPMENT REVIEW PEES
Date: /0 Z?& //7
Location of Construction: 7Z2413
Purpose of Construction:
Single Family _1
Commercial
Development Review Processing Fee: .... ........................................... $100.00
(Required of all projects for document processing)
Single Family Residence/Duplex Review Fee: ..................................... $50.00
CommerciaUMulti-Familv Review Fees:
o Review of existing or minimal technical documents:.....
Initial review' of technical civil engineering documents
(Fee includes reviews of the 1St and 2nd submittals):.......
. Traffic Impact Study Review Fee:
st nd
$200.00
.................. $600.00
(Fee includes reviews of the 1 and 2 submittals): .......................... $500.00
® Trip Generation Study Review Fee: .................................................. $200.00
® O & M Manual Review & SMA Recording Fee ................................ $100.00
Multi -Family
i. I,PM //
' Each Application will be reviewed by staff once and returned for changes. If after review of the second submittal changes have
not been made to the civil documents or the Traffic Study as requested by staff, further reviews of the Application will be subject
to the following Resubmittal Fees:
a Resubmittal Fees:
3rd submittal (% initial review fee): .................................................... $300.00 $
0' submittal (full initial review fee): .................. .............................. $600.00 $
All subsequent submittals: ................................................................. $600.00 g
(Full initial review fee)
TOTAL REVIEW FEES (due at time of Building Permit issuance): � DD
PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING
AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC
RIGHT-OF-WAY.
i c6tridgt- oo.us
Rev 12/12
City of
WheatI i__gc
PUBLIC WORKS
City of Wheat Ridge Municipal Building 7500 W. 29" Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857
NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION
DATED: /0 Z2C/ - , ADDRESS: 7�4,g �/.
Dear Contractor:
In conjunction with the approval of the building permit application for the above referenced
address, this letter is to inform you that all existing public improvements located along the
frontage of said address shall be restored, (if damaged from related construction) to an
acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior
to the issuance of a Certificate of Occupancy.
Prior to any construction commencing, the City's representative will conduct an onsite
inspection to determine the existing condition(s) of the public improvements at this address.
If you have any questions, please contact me at 303.235.2864.
Sincerely,
David F. Brossman, P.L.S.
Development Review Engineer
CC: File
www.ci.wheatridge.co.us
Rev 2/08
FEE CALCULATION WORKSHEET
Project: Wytrykusz Residence
Address: 7048 W. 28th Place
Item
Description
Quantity
Unit
1
Excavation & Embankment
Item Cost
$ 5.98
$
Earthwork — rough grade — 7.5' wide
0.56
SY
0.68
Earthwork — fine grade — 7.5' wide
0.56
SY
2
Reconditioning
23.90
$
Reconditioning & proofrolling — 7.5' wide
0.56
SY
3
Sidewalk
Concrete sidewalk — 6" thick and 5' wide
0.56
SY
Total cost per linear foot
ENTER LENGTH OF FRONTAGE 23 LF
Date:
10/26/17
By:
MV N
Unit Cost
Item Cost
$ 5.98
$
3.32
$ 1.23
$
0.68
$ 1.97
$
1.09
$ 43.02
$
23.90
$
29.00
Cost of sidewalk $ 667.00
Notify applicant, include as a condition of approval, and let permitting know
I:\Building Permit Review\2017\7048 W 28th PI\Fee Calculation Worksheet - 7048 Sidewalk.xlsx
XNATIC OWNER'S POLICY
NORTH AMERICAN TME INSURANCE COMPANY
SCHEDULE A
NORTH AMERICAN TITLE INSURANCE
COMPANY
File No: 35100-17-09393
Address Reference: West 28th Avenue - Vacant Land, Wheatridge, CO
Amount of Insurance: $200,000.00
Date of Policy: June 20, 2017 at 04:39 PM
1. Name of Insured:
Brett A. Robben and Kevin Wytrykusz
2. The estate or interest in the land which is covered by this Policy is:
FEESIMPLE
3. Title to the estate or interest in the land is vested in:
Brett A. Robben and Kevin Wytrykusz
4. The land referred to in this policy is described as follows:
Lot 3, Resubdivision of Block 2, Mortensen Subdivision,
County of Jefferson, State of Colorado.
NORTH AMERICAN TITLE COMPANY OF COLORADO
By:
Authorized Officer or Agent
ALTA OWNER'S POLICY
Schedule A
This Policy valid only if Schedule B is attached
Policy No.: 35100-17-09393-01
35100-17-09393
cats- ��r
hc>at1 id9c
CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION
7500 W 29th Ave Whcat Ridge, CO 80033-8001 p. 303.235.2855. j. 303.237.8929
Proof of Submission for Permitting/Plan Review
A copy of this form must be completed by each agency indicated on the Permit Submittal Checklist for
the project type and be attached to the Building Permit Application at the time of submission.
Applications presented for submission without a completed Proof of Submission form from a required
agency will not be accepted or processed.
Date: `fi 25'- t7
Project Address: —70 +0 pt'6,C�
Name of Firm/Individual submitting documents:IGC, V tri W 'T
Project Type/Description: ZN1 S i IGLG'1 VJc� yL ��
Signature of Firm Representative or Individual:
11 - rtAm 1 f 1 WLA— , am a duly authorized representative of the agency
indicated below and do, by my signature below, hereby acknowledge receipt of documents necessary
for review and approval of the project indicated above.
� ttS'r3! renrese-- ed. (Please check one)
o Wheat Ridge Fire Protection
o Arvada Fire Protection
o Wheat Ridge Water District
Consolidated Mutual Water District
a Valley Water District
o Denver Water
Agency Notes:
Ilk (Al
o Wheat Ridge Sanitation District
o Clear Creek Sanitation District
U Fruitdaie Sanitation District
o Westridge Sanitation District
o Other
Signature: 4 Date:t/ o
(Agency Representative)
k 14 04
W
MI.'! IF WHIAT AND 1NI7FCTll^'5!V ICIS I WN I UON
A r--.-)py of rill form musl be v=pfelwd by e encV rnalicsied On the PG-M,'t SUbMllaf ti Mill for the project
type and be attached to the Budding Perrnd Appy Inn at the bme rif submts�skin. pi Iron prcsenled for
ulbMismon wIftul a Complele-d Pr-Dof at Sunm;ssori term (mm a riad agenty wdl nol be acceW.ed or
processed,
Project Address"
Name ntrirm;Individual sut:--nitting docurnerits: tJ LA�F- f V ---� C 7—
PrDJECI TypeUesuziptian:
5,f�natwre of Firm RepresenZative at Individs vi
ern a purized represenlative of it'd en Y Indcated belov�
anT-d(—jF bval Ufa belo; V-� T F t-(; l�hulhiudge rfteApf of doWlIcalls ntcassary fir Mvii w and apprGval nt
the pruNct indicated above.
ftena Eggresented: (Pluz=e-;ftc,* anal
M West Meir a Fire nlemon
o Arvada f ire Prolecton
* Wh"I Rida Water Pis=
* Consolidaled Mutual Water 0*1rict
* Valley Water District
* Omwer Water
Wheat Ridge Sarution Disorct
r, Unr Creek Sandatzwk DiZict
!P Fruitdale Sanitaon Disiml
WeStridge Sanitalion Diw.nut
Manual S Compliance Report Job: 9122017
" wrightsi�o , Date: September 14, 2017
Main By: Michael Carson
HVAC Consultants
13882 W. 68th Way, Arvada, CO 80004 Phone:303-420-7532 Email: McresiderdialconsLdtarts@gmail.com Web: hvao-residertial-consiltargs.com
Projectf f
For: Wytrykusz-Robben Residence, Joe Hetherington/MJ Mechanical Inc.
7048 West 28th Place, Wheat Ridge, CO 80033
Phone: 303-725-5050
Email: mjmechanicalhvac@gmail.00m
Cooling Equipment
Design Conditions
Outdoor design DB:
90.8°F
Sensible gain:
14794
Btuh Entering coil DB: 78.2°F
Outdoor design WB:
60.1 °F
Latent gain:
0
Btuh Entering coil WB: 62.1'F
Indoor design DB:
75.0°F
Total gain:
14794
Btuh
Indoor RH:
50%
Estimated airflow:
968
cfm
Manufacturer's Performance Data at Actual Design Conditions
Equipmenttype:
SplitAC
Manufacturer:
Manufacturer:
Goodman
Mfg.
Actual airflow:
968
cfm
Sensible capacity:
14794
Btuh
Latent capacity:
0
Btuh
Total capacity:
14794
Btuh
Model: GSX13024+CAPF1824B
100% of load
0% of load
100% of load SHR: Ok%
Heating Equipment
Design Conditions
Outdoor design DB: 3.3°F Heat loss: 24935 Btuh
Indoor design DB: 70.0°F
Manufacturer's Performance Data at Actual Design Conditions
Equipment type:
Gas furnace
Manufacturer:
Goodman Mfrg.
Actual airflow:
534 cfirn
Output capacity:
30720 Btuh
Model: GMVC960403BNA
123% of load
Meets are all requirements ofACCA Manual S.
Entering coil DB: 60.97
Temp. rise: 64 °F
Cicl, of
Wheat Ridge
2017 -Sep -13 15:27:48
Hgh ' Right-Sute®Urtiversal 201717.0.23 RSU18110
Pagel
s\WyV*usz-Robben Residence7048 W 28th Pl.np Calc= MJ8 Front Door faces: E
�1
�I2io���
Manual S Compliance Report Job: 9122017
1 t
wri Date: September 14, 2017
Upper By: Michael Carson
HVAC Consultants
13882 W. 68th Way, Arvada, CO 80004 Phone: 303-420-7532 Email: hvacresideribalconsrltarts@gmail.mm Web: hvac-residential-corsrltarts.com
Project
• • •
For: Wytrykusz-Robben Residence, Joe Hetherington/MJ Mechanical Inc.
7048 West 28th Place, Wheat Ridge, CO 80033
Phone: 303-725-5050
Email: mjmechanicalhvac@gmail.com
Cooling Equipment
Design Conditions
design DB:
90.8°F
Sensible gain: 13576
Btuh
Outdoor design WB:
60.1'F
Latent gain: 0
Btuh
Indoor design DB:
75.0°F
Total gain: 13576
Btuh
Indoor RH:
50%
Estimated airflow: 841
cfrn
Manufacturer's Performance Data
at Actual Design Conditions
Equipmenttype:
SplitAC
Manufacturer:
Goodman Mfg.
Model: GSX13024+CAPF1824B
Actual airflow:
841 cfrn
Sensible capacity:
13576 Btuh
100% of load
Latent capacity:
0 Btuh
0% of load
Total capacity:
13576 Btuh
100% of load SHR: Ok%
Design Conditions
Outdoor design DB: 3.3°F Heat loss: 22000 Btuh
Indoor design DB: 70.0°F
Manufacturer's Performance Data at Actual Design Conditions
Equipment type:
Gas furnace
Manufacturer:
Goodman Mfg.
Actual airflow:
534 chn
Output capacity:
30720 Btuh
Model: GMVC960403BNA
140% of load
Meets are all requirements ofACCA Manual S.
wr h - Right-Suto®Uriversa1201717.0.23RSU18110
...s\Wytrykrsz-RobbenResidence7048W28thP].rLip Calc=MJ8 FrortDoorfaws: E
Entering coil DB: 79.9°F
Entering coil WB: 62.7°F
Entering coil DB: 61.3°F
Temp. rise: 64 °F
City of
Wheat Ridge
3
Page 2
. wrightsoft Component Constructions
Main
HVAC Consultants
13882 W. 68th Way, Arvada, CO 80004 Phone: 303-420-7532 Email: hvacresidenfialconsUtaMs@gmail.com Web: hvac-residential-constltantss.com
Job: 9122017
Date: September 14, 2017
By: Michael Carson
Construction descriptions
•0,ect intormation
area
u-valLie
For:
Wytrykusz-Robben Residence, Joe Hetherington/MJ Mechanical Inc.
Loss Clg HTM
Gain
7048 West 28th Place, Wheat Ridge, CO 80033
ft'
Btuh/ft;°F
ft;°F/Btuh
Phone: 303-725-5050
Btuh
BtulVft'
Btuh
Email: mjmechanicalhvac@gmail.com
Design Conditions
Location:
Indoor:
Heating
Cooling
Denver Stapleton Intl AP, CO, US Indoor temperature (°F)
70
75
Elevation: 5285 ft
Design TD (°F)
67
16
Latitude: 40°N
Relative humidity (%)
30
50
Outdoor:
Heating Cooling Moisture difference (grAb)
33.4
-33.5
Dry bulb (°F)
3 91 Infiltration:
s
357
Daily range (°F)
- 27 (H ) Method
Simplified
1476
Wet bulb (°F)
- 60 Construction quality
Average
w
Wind speed (mph)
15.0 7.5 Fireplaces
1 (Average)
4.14
Construction descriptions
or
area
u-valLie
Insul R
Htg HTM
Loss Clg HTM
Gain
ft'
Btuh/ft;°F
ft;°F/Btuh
Btuh/f
Btuh
BtulVft'
Btuh
Walls
Frm wall, stucco ext, 1/2" wood shth, r-20 cav ins, 5/8" gypsum board int
n
284
0.062
20.0
4.14
1172
1.15
327
fnsh, 2'x6' wood frm, 16" o.c. stud: Frm wall, stucco ext, 1/2" wood shth,
a
210
0.062
20.0
4.14
866
1.15
242
r-20 cav ins, 5/8" gypsum board int fnsh, 2'x6" wood frm, 16" o.c. stud
s
357
0.062
20.0
4.14
1476
1.15
412
w
283
0.062
20.0
4.14
1168
1.15
326
all
1133
0.062
20.0
4.14
4683
1.15
1306
Partitions
Frm wall, r-20 cav ins, 5/8" gypsum board int fnsh, 2'x6" wood frm, 16" o.c.
92
0.066
20.0
4.40
403
0.57
53
stud: Frm wall, r-20 cav ins, 5/8" gypsum board int fnsh, 2'x6" wood frm,
36
0.066
20.0
2.38
86
0.57
21
16" o.c. stud
all
128
0.066
20.0
3.83
488
0.57
73
Windows
2 glazing, droutr, air gas, wd frm mat, dr innr, 1/4" gap, 1/4"thk: 2 glazing,
n
45
0.270
0
18.0
810
9.30
418
droutr, air gas, wd frm mat, drinnr, 1/4" gap, 1/4"thk; NFRC rated
a
100
0.270
0
18.0
1801
28.8
2881
(SHGC=0.26); 6.67 ft head ht
s
138
0.270
0
18.0
2485
14.9
2053
w
34
0.270
0
18.0
612
28.8
979
all
317
0.270
0
18.0
5709
20.0
6332
Doors
Door, wd sc type: Door, wd sc type
a
28
0.350
0
23.3
654
8.26
231
w
21
0.350
0
23.3
490
8.26
173
n
21
0.350
0
23.3
490
8.26
173
all
70
0.350
0
23.3
1634
8.26
578
Ceilings
Attic ceiling, asphalt shingles roof mat, r-49 ceil ins, 5/8" gypsum board int
146
0.020
49.0
1.33
195
0.94
138
fnsh: Attic ceiling, asphalt shingles roof mat, r-49 ceil ins, 5/8" gypsum
board int fnsh
Floors
19A-30bstp: Part floor, tile fir fnsh, r-30 ins, frm flr, 12" thkns
8
0.034
30.0
1.90
15 0.45
3
19C-19cscp: Ar floor, frm flr, 6" thkns, carpet flr fnsh, r-2 ext ins, r-19 cav
1303
0.049
30.0
1.13477
0.&?
50
ins, tight crwl ovr, r-11 wall insul
City
'4 ilii ft0ft" Right -S ite®Urrversal 201717.0.23 RSU18110
s\Wybyktsz-Robben Residence 7048 W 28th Pi.r p Calc= MJ8 Front Door faces: E
p,vf� 1
2017 -Sep -1315.27:48
\,guilding Dlvl. 1
wrightsok Component Constructions
Upper
HVAC Consultants
13882 W. 68th Way,Arvada, CO 80004 Phone: 303-420-7532 Email: h✓acresiderfialcorrLitarts@gmail.com Web: hvao residential-corsutarts.com
e-roject intormation
For: Wytrykusz-Robben Residence, Joe Hetherington/MJ Mechanical Inc.
7048 West 28th Place, Wheat Ridge, CO 80033
Phone: 303-725-5050
Email: mjmechanicalhvac@gmail.com
Job: 9122017
Date: September 14, 2017
By: Michael Carson
Construction descriptions or Area U -value insul R Htg HTM Loss Cig HTM Gain
ft' Btuh/f 2F ft'-°F/Btuh Btuhv Btuh BtuNft' Btuh
Walls
Frm wall, stucco ext, 1/2" wood shth, r-20 cav ins, 5/8" gypsum board int
fnsh, 2"x6" wood frm, 16"o.c. stud: Frm wall, stucco ext, 1/2" wood shth,
r-20 cav ins, 5/8" gypsum board int fnsh, 2'x6" wood frm, 16" o.c. stud
Partitions
(none)
Windows
2 glazing, droutr, air gas, wd frm mat, drinnr, 1/4" gap, 1/4"thk: 2 glazing,
droutr, air gas, wd frm mat, drinnr, 1/4" gap, 1/4"thk; NFRC rated
(SHGC=0.26); 6.67 ft head ht
Doors
(none)
Ceilings
Attic ceiling, asphalt shingles roof mat, r-49 ceil ins, 5/8" gypsum board int
fnsh: Attic ceiling, asphalt shingles roof mat, r-49 veil ins, 5/8" gypsum
board int fnsh
Floors
19A-30bswp: Part floor, hrd wd fir fnsh, r-30 ins, fan fir, 12" thkns
19C-19cscp: Flr floor, frm flr, 6" thkns, carpet flr fnsh, r-2 ext ins, r-19 cav
ins, tight crwl ovr, r-11 wall insul
n 409
Design
s • a
4.14
1689
Location:
471
Indoor:
Heating
Cooling
Denver Stapleton Intl AP, CO, US
813
Indoor temperature (°F)
70
75
Elevation: 5285 ft
20.0
Design TD (°F)
67
16
Latitude: 40°N
W 224
Relative humidity (%)
30
50
Outdoor. Heating
Cooling
Moisture difference (grAb)
33.4
-33.5
Dry bulb (°F) 3
91
Infiltration:
1.15
1364
Daily range (°F) -
27 (H
) Method
Simplified
Wet bulb (°F) -
60
Construction quality
Average
Wind speed (mph) 15.0
7.5
Fireplaces
1 (Average)
Construction descriptions or Area U -value insul R Htg HTM Loss Cig HTM Gain
ft' Btuh/f 2F ft'-°F/Btuh Btuhv Btuh BtuNft' Btuh
Walls
Frm wall, stucco ext, 1/2" wood shth, r-20 cav ins, 5/8" gypsum board int
fnsh, 2"x6" wood frm, 16"o.c. stud: Frm wall, stucco ext, 1/2" wood shth,
r-20 cav ins, 5/8" gypsum board int fnsh, 2'x6" wood frm, 16" o.c. stud
Partitions
(none)
Windows
2 glazing, droutr, air gas, wd frm mat, drinnr, 1/4" gap, 1/4"thk: 2 glazing,
droutr, air gas, wd frm mat, drinnr, 1/4" gap, 1/4"thk; NFRC rated
(SHGC=0.26); 6.67 ft head ht
Doors
(none)
Ceilings
Attic ceiling, asphalt shingles roof mat, r-49 ceil ins, 5/8" gypsum board int
fnsh: Attic ceiling, asphalt shingles roof mat, r-49 veil ins, 5/8" gypsum
board int fnsh
Floors
19A-30bswp: Part floor, hrd wd fir fnsh, r-30 ins, fan fir, 12" thkns
19C-19cscp: Flr floor, frm flr, 6" thkns, carpet flr fnsh, r-2 ext ins, r-19 cav
ins, tight crwl ovr, r-11 wall insul
n 409
0.062
20.0
4.14
1689
1.15
471
e 197
0.062
20.0
4.14
813
1.15
227
s 355
0.062
20.0
4.14
1466
1.15
409
W 224
0.062
20.0
4.14
924
1.15
258
all 1183
0.062
20.0
4.14
4892
1.15
1364
n 49
0.270
0
18.0
873
9.30
451
e 44
0.270
0
18.0
783
28.8
1253
s 86
0.270
0
18.0
1540
14.9
1272
W 30
0.270
0
18.0
531
28.8
850
all 207
0.270
0
18.0
3728
18.5
3826
°moi ' Right-Sute®Universal2017 17.0.23 RSU18110
s\\Nytrykusz-RobbenResiderice7O48W28thPi.rLip Calc= MJ8 Frort Door faces: E
1289
0.020
49.0
1.33
1720
0.94
1214
32
0.034
30.0
1.90
61
0.45
14
92
0.049
30.0
1.13
104
0.27
25
Project Summa Job: 9122017
Wri tso Date: September 14, 2017
Main By. Michael Carson
HVAC Consultants
13882 W.68th Way,Arvada, CO 80004 Phone: 303-420-7532 Email: byarresidertialconsiitarts@gmail.com Web: hrar residermal-consriterts.00m
For: Wytrykusz-Robben Residence, Joe Hetherington/MJ Mechanical Inc.
7048 West 28th Place, Wheat Ridge, CO 80033
Phone: 303-725-5050
Email: mjmechanicalhvac@gmail.com
Notes: Information taken from plans dated 8/1/17.
Weather: Denver Stapleton Intl AP, CO, US
Winter Design Conditions
Outside db 3 °F
Inside db 70 °F
Design TD 67 °F
Heating Summary
Structure 18719 Btuh
Ducts 2482 Btuh
Central vent (62 cfm) 3734 Btuh
Outside air
Humidification
Piping
Equipment load
Infiltration
Method
Construction quality
Fireplaces
0 Btuh
0 Btuh
24935 Btuh
Simplified
Average
1 (Average)
Heating Coolin
Area (ft) 1311
1319
Volume (f?) 11799
11799
Air changes/hour 0.38
0.16
Equiv. AVF (cfm) 75
32
Heating Equipment Summary
°F
Make Goodman Mfrg.
H
Trade Goodman
Relative humidity
Model GMVC960403BNA
%
AHRI ref 8377154
-34
Summer Design Conditions
-4
Outside db
91
°F
Inside db
75
°F
Design TD
16
°F
Daily range
H
0
Relative humidity
50
%
Moisture difference
-34
grAb
Sensible Cooling Equipment Load Sizing
Structure
11131
Btuh
Ducts
1072
Btuh
Central vent (62 cf-n)
885
Btuh
Outside air
Blower
1707
Btuh
Use manufacturer's data y
Rate/swing multiplier 1.00
Equipment sensible load 14794 Btuh
Latent Cooling Equipment Load Sizing
Structure
-4
Btuh
Ducts
-125
Btuh
Central vent (62 cfm)
-1160
Btuh
Outside air
Equipment latent load
0
Btuh
Equipment Total Load (Sen+Lat)
14794
Btuh
Req. total capacity at 0.85 SHR
1.5
ton
Cooling Equipment Summary
Make
Goodman Mfg.
Trade
Goodman
Cond
GSX13024
Coil
CAPF1824B
AHRI ref
8377154
Efficiency 96AFUE Efficiency 11.5 EER, 14 SEER
Heating input 40000 Btuh Sensible cooling 22200 Btuh
Heating output 30720 Btuh Latent cooling 0 Btuh
Temperature rise 64 °F Total cooling 22200 Btuh
Actual airflow 534 cfrn Actual airflow 968 cfm
Air flow factor 0.025 cfrn/Btuh Air flow factor 0.079 cfmBtuh
Static pressure 0.70 in H2O Static pressure 0.70 in H2O
Space thermostat Load sensible heat ratio 1.00
City of
Calculations approved byACCAto meet all requirements of Manual J 8th Ed. Wheat Ridge
Wr hft '.R 2017 -Sep- 3
Right-Sute®Uriversa12017 17.0.23 RSU18110 B20 7,Rg �tv1
s\Wytrykrsz-Robben Residence 7048 W 28th PLnp Calc = MJ8 Front Door faces: E
Project Summary Job: 9122017
Wri aft
Date: September 14, 2017
Upper By: Michael Carson
HVAC Consultants
13882 W. 68th Way, Arvada, CO 80004 Phone: 303-420-7532 Email: h✓acresideridalcorsrltarts@gmail.com Web: hvac-residertial-corsLItarts.com
For: Wytrykusz-Robben Residence, Joe Hetherington/MJ Mechanical Inc.
7048 West 28th Place, Wheat Ridge, CO 80033
Phone: 303-725-5050
Email: mjmechanicalhvac@gmail.com
Notes: Information taken from plans dated 8/1/17.
Weather: Denver Stapleton Intl AP, CO, US
Winter Design Conditions
Outside db 3 °F
Inside db 70 °F
Design TD 67 °F
Heating Summary
Structure 14696 Btuh
Ducts 4516 Btuh
Central vent (46 cfm) 2789 Btuh
Outside air
Humidification
Piping
Equipment load
Infiltration
Method
Construction quality
Fireplaces
0 Btuh
0 Btuh
22000 Btuh
Simplified
Average
1 (Average)
Heating Cooling
Area (ft) 1289
1289
Volume (ft') 11486
11486
Airchanges/hour 0.36
0.16
Equiv.AVF (cfm) 69
30
Heating Equipment Summary
°F
Make Goodman Mfg.
H
Trade Goodman
Relative humidity
Model GMVC960403BNA
%
AHRI ref 8377154
-34
Efficiency
Heating input
Heating output
Temperature rise
Actual airflow
Air flow factor
Static pressure
Space thermostat
96 AFUE
40000 Btuh
30720 Btuh
64 °F
534 Cfm
0.028 cfmBtuh
0.50 in H2O
Summer Design Conditions
-361
Outside db
91
°F
Inside db
75
°F
Design TD
16
°F
Daily range
H
0
Relative humidity
50
%
Moisture difference
-34
gr/lb
Sensible Cooling Equipment Load Sizing
Structure 7601 Btuh
Ducts 3608 Btuh
Central vent (46 cfm) 661 Btuh
Outside air
Blower 1707 Btuh
Use manufacturer's data y
Rate/swin multipplier 1.00
Equipmen1sensibleload 13576 Btuh
Latent Cooling Equipment Load Sizing
Structure
-361
Btuh
Ducts
-105
Btuh
Central vent (46 cfm)
-866
Btuh
Outside air
Coil CAPF1824B
Equipment latent load
0
Btuh
Equipment Total Load (Sen+Lat) 13576 Btuh
Req. total capacity at 0.85 SHR 1.3 ton
Cooling Equipment Summary
Make Goodman Mfg.
Trade Goodman
Cond GSX13024
Coil CAPF1824B
AHRI ref 8377154
Efficiency
11.5 EER, 14 SEER
Sensible cooling
21800
Btuh
Latent cooling
0
Btuh
Total cooling
21800
Btuh
Actual airflow
841
cfm
Airflowfactor
0.075
cfmBtuh
Static pressure
0.50
in H2O
Load sensible heat ratio
1.00
Calculations approved byACCAto meet all requirements of Manual J 8th Ed.
Wr4g 'it501t Rig ht-Sute®Uriversal 2017 17.0.23 RSU18110
AN ...s\Wytrykusz-Robben Residence 7048 W 28th Pl.rnp Calc = MJ8 Front Door faces: E
city of
2017 -Sep -1
P'idge
Crawl
24x10
Use Tumi ng Vanes SA'T' and RA
top Elbow using a normal elbow
at the base of the 20x10 RA
Drop. Use inexpensive "see
10x8 through" fitters during the AC
season changing monthly. Use
low pressure drop pleated fillers
during the heating season
changing as needed.
6"
6
City 01 "Il,
plidge "I
Job #: 9122017
6 ..
h
ScaleA"102
6" 12x8
Page 1
Wytrykusz-Robben Residence
2-13x5.50
5
7048 West 28th Plaoe
r
5
`
-
Crawl
30x5.50
2017Sep-13 15:28:22
20x8 :, l 1
5"
24x10
Use Tumi ng Vanes SA'T' and RA
top Elbow using a normal elbow
at the base of the 20x10 RA
Drop. Use inexpensive "see
10x8 through" fitters during the AC
season changing monthly. Use
low pressure drop pleated fillers
during the heating season
changing as needed.
6"
6
City 01 "Il,
plidge "I
Job #: 9122017
HVAC Consultants
ScaleA"102
Performed by Michael Carson for:
Page 1
Wytrykusz-Robben Residence
13882 W 68th Way
RightSuiteO Universal 2017
7048 West 28th Plaoe
Arvada, CO 80004
17.0.23 RSU18110
Wheat Ridge, CO 80033
Phone: 303-420-7532
2017Sep-13 15:28:22
Phone: 303-7253050
hvac-residentiakonsultants.com hvaaesidentialconsultants@...
...ben Residence 7048 W 28th Pl.rup
mjmechanicalhvac@gmail.com
0
2x
29
Main
Job #: 9122017
Performed by Michael Carson for:
Wytrykusz-Robben Residence
7048 West 28th Place
Wheat Ridge, CO 80033
Phone: 303-725-5050
mjmechanicalhvac@gmail.com
gmail.com
HVAC Consultants
13882 W 68th Way
Amada, CO 80004
Phone: 303-420-7532
hvac-residential-consultants.com hvacresidentialconsuttants@...
City of
Wheat
Scale: 1 : 102
Page 2
RightSuite® Universal 2017
17.0.23 RSU18110
2017Sep-13 15:28:22
...ben Residence 7048 W 28th Pl.rup
4x10
41 ch -n
10x4
87 cfm
Upper
HVAC Consultants��+S.q2
Uutairs. 40 chn
Performed by Michael Carson for:
12x4
Page
Wytrykusz-Robben Residence
.10x6
13882 W 68th Way
99cfrn
Closet
Bed 3 "
4X12
Wheat Ridge, CO 80033
20x10 RA Drop with normal
Phone: 303-420-7532
Felbowat the base. Use starter
99cfm
7,
158 cftn
attic.
mjmechanicalhvac@gmaii.com
7"
Bed 1
ti
4x1>0
9^ 36cfin
a"
12"
�
Bath 1
6,x 1L1
295 Cfm
-
132 ofm
?
`p
Bed 2
1r„
7°
Lounge
4x10
7.
26 cher
�.
14
5„
B�a�th 213
J
_ Is"
576 cfm
�.
4x10
41 ch -n
10x4
87 cfm
city of
ont Ridge
Job #: 9122017
4x10
HVAC Consultants��+S.q2
Uutairs. 40 chn
Performed by Michael Carson for:
Page
Wytrykusz-Robben Residence
.10x6
13882 W 68th Way
1 Laundry '33cfm
$„
Bed 3 "
17.0.23 RSU18110
Wheat Ridge, CO 80033
20x10 RA Drop with normal
Phone: 303-420-7532
Felbowat the base. Use starter
12x6
off SA and RA plenum in the
158 cftn
attic.
city of
ont Ridge
Job #: 9122017
HVAC Consultants��+S.q2
Performed by Michael Carson for:
Page
Wytrykusz-Robben Residence
13882 W 68th Way
Rights life® Universal 2017
7048 West 28th PlaceAmada,
CO 80004
17.0.23 RSU18110
Wheat Ridge, CO 80033
Phone: 303-420-7532
2017Sep-13 15:28:22
Phone: 303-725-5050
hvac-residentiakconsuftants.com hvacresidentialoonsultants@...
...ben Residence 7048 W 28th Pl.rup
mjmechanicalhvac@gmaii.com
. wrightwft Duct System Summary
Main
HVAC Consultants
13882 W. 68th Way, Arvada, CO 80004 Phone: 303-420-7532 Email: Fnracresider•aloorrltarts@gmail.com Web: hvac-res deitial-constitarft.com
Project• i
For: Wytrykusz-Robben Residence, Joe Hetherington/MJ Mechanical Inc.
7048 West 28th Place, Wheat Ridge, CO 80033
Phone: 303-725-5050
Email: mjmechanicalhvac@gmail.com
External static pressure
Pressurelosses
Available static pressure
Supply / return available pressure
Lowest fri cti on rate
Actual airflow
Total effective length (TEL)
Heating
0.70
in H2O
0.26
in H2O
0.44
in H2O
0.187 /0.253
in H2O
0.071
in/100ft
534
cfm
624
Supply Branch Detail Table
Job: 9122017
Date: September 14, 2017
By: Michael Carson
Cooling
0.70
in H2O
0.22
in H2O
0.48
in H2O
0.204 /0.276
in H2O
0.077
in/100ft
968
cf1m
Name
Design
(Btuh)
Htg
(cfm)
Clg
(cfm)
Design
FR
Diam
(in)
H x W
(in)
Duct
Mat
Actual
Ln (ft)
Ftg.Egv
Ln (ft)
Trunk
Kitchen
C 698
11
55
0.103
5.0
Ox 0
ShMt
28.5
170.0
st2
Kitdien-A
c 698
11
55
0.091
5.0
Ox 0
ShMt
33.5
190.0
st2
Living
c 1082
52
86
0.084
6.0
Ox 0
ShMt
32.0
210.0
st2A
Living -A
c 1082
52
86
0.077
6.0
Ox 0
ShMt
45.0
220.0
st2A
Living -B
c 1082
52
86
0.081
6.0
Ox 0
ShMt
25.5
225.0
st2A
aryng
c 1003
46
80
0.114
6.0
Ox 0
ShMt
18.5
160.0
st2
Dining -A
c 1003
46
80
0.079
6.0
Ox 0
ShMt
27.0
230.0
st2A
PVA
c 590
22
47
0.102
5.0
Oxo
ShMt
34.5
165.0
st2
Mud
c 773
50
61
0.099
5.0
Ox 0
ShMt
31.0
175.0
st2
Bath
h 1172
30
22
0.102
4.0
Ox 0
ShMt
7.5
175.0
st1
Bed 4
C 954
40
76
0.115
6.0
Ox 0
ShMt
17.0
160.0
st1
Bed 4-A
c 954
40
76
0.119
6.0
Ox 0
ShMt
22.0
150.0
SO
Foyer
c 1002
40
80
0.109
6.0
Ox 0
ShMt
22.5
165.0
st1
Foyer -A
c 1002
40
80
0.111
6.0
Ox 0
ShMt
14.5
170.0
st1
Supply Trunk Detail Table
City Of
Wheat Ridge
Vulldingp{jig�p :27:4E
WrfOtsoft' Right-Srite®Uriversal 201717.0.23 RSU18110 Page 1
s\Wytrykrsz-RobbenResidence7048W28thPl.rup Calc=MJ8 FrortDoorfaces: E
Trunk
Htg
Clg
Design
Veloc
Diam
H x W
Duct
Name
Type
(Cfm)
(cfm)
FR
(fpm)
(in)
(in)
Material
Trunk
SO
PeakAVF
190
333
0.109
599
9.0
8 x 10
ShtMetl
st2
PeakAVF
344
635
0.077
572
12.3
8 x 20
ShtMetl
st2A
PeakAVF
203
337
0.077
506
9.7
8 x 12
ShtMetl
st2
City Of
Wheat Ridge
Vulldingp{jig�p :27:4E
WrfOtsoft' Right-Srite®Uriversal 201717.0.23 RSU18110 Page 1
s\Wytrykrsz-RobbenResidence7048W28thPl.rup Calc=MJ8 FrortDoorfaces: E
Return Branch Detail Table
Return Trunk Detail Table
Name
Grille
Htg
Clg
TEL
Design
Veloc
Diam
H x W
Stud/Joist
Duct
PeakAVF
Name
Size (in)
(cfm)
(cfm)
(ft)
FR
(fpm)
(in)
(in)
Opening (in)
Mab
Trunk
rb2
Ox 0
290
494
320.0
0.086
431
10.9
5.50x30
10x33
SJSp
rt1
rb5
Ox 0
244
474
358.5
0.077
477
11.0
2-5.50x13
2-10x29
SJSp
rt1
Return Trunk Detail Table
Name
Trunk
Type
Htg
(cfm)
Clg
(cfm)
Design
FR
Veloc
(fpm)
Diam
(in)
H x W
(in)
Duct
Material
Trunk
rt1
PeakAVF
534
968
0.077
581
14.3
10 x 24
ShtMeb
city or
ALL rrilatcoft Right-SUte®Uriversal 2017 17.0.23 RSU18110
...s\Wybykusz-Robben Residence 7048 W 28th Pl.np Calc= MJ8 FrorB Doorfaces: E
�s�. Duct System Summary Job: 9122017
wr1 ft7 Rt Date: September 14, 2017
Upper By: Michael Carson
HVAC Consultants
13882 W.68th Way,Arvada, C0 80004 Phone:303-420-7532 Email: Ivacresidertbalconsiitarts@gmail.com Web: hvac-residenlial-oonstltarts.com
Project! •
For: Wytrykusz-Robben Residence, Joe Hetherington/MJ Mechanical Inc.
7048 West 28th Place, Wheat Ridge, CO 80033
Phone: 303-725-5050
Email: mjmechanicalhvac@gmail.com
External static pressure
Pressurelosses
Available static pressure
Supply / return available pressure
Lowest friction rate
Actual airflow
Total effective length (TEL)
Heating
0.50
in H2O
0.24
in H2O
0.26
in H2O
0.153 /0.107
in H2O
0.079
in/100ft
534
cfm
329
Supply Branch Detail Table
Cooling
0.50
in H2O
0.22
in H2O
0.28
in H2O
0.164 /0.116
in H2O
0.085
in/100ft
841
cfm
Name
Design
(Btuh)
Htg
(dm)
Clg
(cfm)
Design
FR
Diam
(in)
H x W
(in)
Duct
Mati
Actual
Ln (ft)
Ftg.Egv
Ln (ft)
Trunk
Bed 3
c 2106
104
158
0.117
8.0
Ox 0
VIFx
21.0
120.0
PeakAVF
Bath 2/3
c 346
21
26
0.138
4.0
Oxo
VIFx
4.3
115.0
110
Bed 2
c 1753
82
132
0.132
7.0
Ox 0
VIFx
9.2
115.0
UStairs
c 1421
40
40
0.109
5.0
Oxo
VIFx
20.3
120.0
Landry
c 1776
49
133
0.117
8.0
Ox 0
VIFx
20.0
120.0
Bed 1
c 1314
55
99
0.085
7.0
Ox 0
VIFx
32.9
160.0
st4
Bed 1-A
c 1314
55
99
0.087
7.0
Ox 0
VIFx
29.8
160.0
st4
Closet
h 1509
42
32
0.086
5.0
Ox 0
VIFx
31.6
145.0
st3
Bath 1
C 1278
36
36
0.091
5.0
Ox 0
VIFx
22.8
145.0
st3
Lounge
c 1156
51
87
0.118
7.0
Ox 0
VIFx
19.3
120.0
Supply Trunk Detail Table
AIL�
43R 6.ffi 2017 -Sep -131527:48
l6• Rig 201717.0.23 RSU18110 Page 3
...s\WytnAusz-Robben Residence 7048 W 28th Pl.rtp Calc= MJS Front Door faces: E
Trunk
Htg
Clg
Design
Veloc
Diam
H x W
Duct
Name
Type
(cfm)
(cfm)
FR
(fpm)
(in)
(in)
Material
Trunk
st3
PeakAVF
77
68
0.086
290
7.0
0 x 0
VInIFIX
st4
PeakAVF
110
197
0.085
446
9.0
0 x 0
VInIFIX
AIL�
43R 6.ffi 2017 -Sep -131527:48
l6• Rig 201717.0.23 RSU18110 Page 3
...s\WytnAusz-Robben Residence 7048 W 28th Pl.rtp Calc= MJS Front Door faces: E
ALL
r - Right-Srite®Uriversal201717.0.23RSU18110
s\Wybykusz-Robben Residence 7048 W 28th Pi.rLp Calc= MJ8 Front Door faces: E
Grille
Htg
Clg
TEL
Design
Veloc
Diam
H x W
Stud/Joist
Duct
Name
Size (in)
(efm)
(cfm)
(ft)
FR
(fpm)
(in)
(in)
Opening (in)
Mat
Trunk
rb4
Ox 0
187
265
98.3
0.118
486
10.0
Ox 0
VIFx
rb3
Ox 0
347
576
135.7
0.085
539
14.0
Ox 0
VIFx
ALL
r - Right-Srite®Uriversal201717.0.23RSU18110
s\Wybykusz-Robben Residence 7048 W 28th Pi.rLp Calc= MJ8 Front Door faces: E
COMPLETE ENGINEERING SERVICES, INC.
SUBSURFACE INVESTIGATION AND ENGINEERING ANALYSIS
PROPOSED SINGLE FAMILY RESIDENCE
RI11111111i111
7048 West 28th Place
Wheat Ridge, Colorado
Prepared For:
Mr. Kevin Wytrykusz
3801 W. 41st Ave.
Denver, CO 80211
Project No. 17-10633
July 19, 2017
912 TWELFTH STREET, GOLDEN, CO 80401 303 279-6418 FAX: 303-279-9586
TABLE OF CONTENTS
SCOPE..............................................................1
PROPOSED CONSTRUCTION................................................1
SITE CONDITIONS......................................................1
SUBSURFACE CONDITIONS................................................2
FOUNDATION DESIGN SPECIFICATIONS.....................................3
DRAIN SYSTEMS......................................................4
FOUNDATION BACKFILL..................................................4
INTERIOR FLOOR SLAB CONSTRUCTION ..................... ..............5
LAWN AND LANDSCAPE IRRIGATION........................................6
INSPECTION AND CONSULTATION..........................................7
FIGURES
TEST HOLE LOCATION PLAN.......................................FIGURE 1
TEST HOLE LOGS.......................................................2
SWELL CONSOLIDATION TESTING..........................................3
a
SCOPE
PROJECT NO. 17-10633
July 19, 2017
Page 1 of 7
A geotechnical and geological engineering investigation was conducted
at 7048 West 28th Place, Wheat Ridge, Colorado, to determine foundation
design criteria and interior floor system recommendations for a
proposed single family residence. Recommendations for design and
construction, based on soil and groundwater conditions, are provided.
This investigation does not include evaluation of soil or groundwater
for the presence of pollutants or other environmental hazards.
Conclusions and recommendations presented are based on results of a
field and laboratory investigation, other investigations conducted by
this firm in the area, and experience with similar projects and
conditions.
PROPOSED CONSTRUCTION
Plans call constructing a new single-family residence. The structure
will be two -stories over an approximately four foot deep crawl space.
A wood frame superstructure will be supported by a reinforced concrete
foundation.
SITE CONDITIONS
The site is in a fully -developed residential subdivision in Wheat
Ridge, Colorado. The surface in the general vicinity slopes to the
southeast at gentle to moderate grades. The surface within this lot
slopes to the southeast at very gentle to gentle grades. Vegetation
consists of shrubs, trees, sod, native grasses and groundcover ants
City of
typical of landscaped residences and fallow agricultural land in the
area. Wheat Ridge
Diviso
PROJECT NO. 17-10633
July 19, 2017
Page 2 of 7
The only apparent geologic hazard that may affect the proposed
construction is shallow groundwater. Recommendations for mitigating
this hazard are presented herein.
SUBSURFACE CONDITIONS
Subsurface conditions were investigated by drilling one foundation
design test hole as close as practical to the anticipated building
envelope. Approximate test hole location is shown in Figure 1, Test
Hole Location Plan.
The test hole was drilled to a depth of 20 feet and samples were taken
at various intervals based on anticipated foundation bearing depths
and materials encountered. Lithologic log and Standard Penetration
test results are shown in Figure 2, Test Hole Log.
Soils have been deposited by wind and low-energy stream flow.
Approximately 18 feet of sandy, soft to medium -stiff clay overlays a
medium -grained, medium -dense to dense sand encountered to the total
depth investigated.
Bedrock was not encountered during drilling operations. Bedrock has
been mapped by the U.S.G.S. as the Denver and Arapahoe Formations.
The Denver and Arapahoe Formations consist of interbedded sandstones,
siltstones, claystones, shales and conglomerates. Bedrock contacts are
gradational. Detailed soil and bedrock descriptions are presented in
the Test Hole Log on Figure 2. Bedrock will not affect foundation
design or performance due to soil depth and groundwater.
Swell -consolidation testing was conducted on one representative oilC'tyof
sample from a depth of three feet. Test results indicate that t e WheatFidge
soils at, and below, foundation bearing depth have low swell suiIdingp�v+sor
potential. The soil sample swelled 0.7 percent when saturated and
PROJECT NO. 17-10633
July 19, 2017
Page 3 of 7
constant load of 1000 psf. Detailed test results are presented in
Figure 3, Swell -Consolidation Test Results.
Groundwater was encountered at a depth of eight feet below existing
grade during drilling operations. Free water was present at a depth of
seven feet below existing grade when checked 16 days after drilling
operations. Groundwater appears to be part of a regional perched water
table on top of the bedrock.
Groundwater depth may vary seasonally and with varying precipitation
received during any given period. Future groundwater depth will also
be affected by other variables, including: final surface elevation,
site drainage and landscape irrigation after development.
Measures may be necessary to stabilize the excavation bottom if
saturated soils are present at foundation bearing depth. Over -
excavation and replacement with three to six -inch -diameter rock driven
into the soft soil may be necessary to stabilize foundation support
soils. The need for stabilization and appropriate measures can be
better evaluated after the excavation is completed. Excavation with a
tire -mounted front-end loader may not be possible if saturated soils
are encountered. Excavation dewatering may also be required to
facilitate foundation construction.
Groundwater conditions can be better evaluated during construction by
observing the foundation excavation.
FOUNDATION DESIGN SPECIFICATIONS
The foundation can be supported on continuous spread footings an(W!ding
-*NCity of
isolated pads designed for a maximum contact pressure of 1500 ps
eat Ridge
Maximum contact pressure shall be calculated using full dead loaus
full 11Ve load. DiviscF,
PROJECT NO. 17-10633
July 19, 2017
Page 4 of 7
Footings shall be constructed on relatively undisturbed native soil
that is smooth, even and free of organic materials, debris or rocks
over three inches in diameter. Footings shall not be constructed on
frozen or saturated soils. Soils below anticipated foundation bearing
depth are near saturation and soft and may not be suitable for
supporting footings. Stabilization measures may be necessary if soft
or saturated soils are encountered.
Foundation walls shall be designed to withstand an at -rest lateral
earth pressure of 60 lb/cu-ft/ft. An equivalent fluid pressure of 250
pcf/ft may be used for passive lateral soil pressures.
DRAIN SYSTEMS
A foundation drain system is not required for the soils present and
the type of construction proposed. Foundation drain system
recommendations and specifications can be provided if plans change to
include habitable below -grade space.
FOUNDATION BACKFILL
Backfill placed against foundation walls should be free of trash and
fragments of rock over six inches in maximum diameter, moistened and
adequately compacted to prevent excessive settlement. Walls should be
a minimum of seven days old prior to backfilling. The floor system
should be installed or walls should be braced to help prevent movement
during backfill operations. Controlled puddling shall not be used.
The ground surface shall slope away from the foundation. A minimum
grade of 10 percent (one foot in ten) shall be provided within l ee
of the structure, or as far as property boundaries permit, whe e t'i'4°f
surface is not covered with concrete or other hardscaping. T �w e� idcfo
DW
PROJECT N0. 17-10633
July 19, 2017
Page 5 of 7
should periodically inspect the surface around the foundation to
locate and correct grading problems that may occur due to normal
foundation backfill settlement.
INTERIOR FLOOR SLAB CONSTRUCTION
The builder and/or owner should be aware that concrete floor slabs
placed on native soils may move if support materials become wet.
Construction of a suspended floor over crawl space is one means of
minimizing risk that slab movement will occur.
Expansion potential of soils at, and below, garage and interior floor
depths indicates there is a low risk of significant interior floor
slab movement. The following procedures will help improve slab
performance, minimize potential for movement, and help prevent damage
if some risk of movement can be tolerated:
1. Subgrade should be prepared based on the soil type encountered.
Expansive materials should not be compacted more than necessary
during excavation and construction. Clays should not be allowed
to dry excessively. The surface should be thoroughly wetted 24
hours prior to slab placement.
2. A minimum four -inch -thick layer of 3/4 -inch washed gravel or
crushed rock shall be placed beneath the slab. Rock should be
covered with an impervious vapor barrier. A 4 -inch -diameter PVC
conduit should be provided through the slab into the gravel layer
near the mechanical system to provide for future mechanical
ventilation, if necessary.
3. Concrete slabs should be reinforced with steel mesh and should be
separated from all bearing members and utilities to allow
independent movement ( i.e., a "floating slab").
4. Joints should be scored in the slab at maximum 200 square foot
areas.
city of
5. A minimum void space of 2 inches should be constructed abore or
below any nonbearing partition walls. In finished areas, anyge
furring strips, drywall, paneling, etc., should stop a minimum of
2 inches above the floor. \,RuildingD""'
PROJECT NO. 17-10633
July 19, 2017
Page 6 of 7
6. Water pipes should not be placed under the floor slab if hot
water is used. A flexible connection should be used to allow
some movement between the furnace and the heating ducts if
forced -air heating is used.
7. Flexible connections should be used on all mechanical systems
placed on floor slabs. All plumbing which extends below floor
slabs should have flexible connections and allowance for movement
with the slab.
8. Foundation drain systems and landscaping should be completed in
strict compliance with specifications contained herein to help
prevent wetting of slab support soils.
LAWN AND LANDSCAPE IRRIGATION
Lawn and landscaping irrigation should be controlled, as much as
possible, to prevent additional wetting of subsoils. Automatic
sprinkling systems should be placed so that, under full pressure,
spray does not fall within five feet of foundation walls. Drip or
mist irrigation systems should not be placed within five feet of
foundation walls. Installing any portion of the irrigation system
within five feet of walls should be avoided.
Decorative landscape, such as rock and/or bark should be used in areas
next to foundation walls. Vegetation planted within five feet of
foundation walls should be hand watered and this watering should be
minimized.
Downspouts and sillcocks should not be allowed to discharge directly
on the ground surface. Splash blocks and/or down spout extensions
should be used to discharge water beyond foundation backfill where
backfill soils are not covered by pavement and/or sidewalks.
The owner is encouraged to read A Guide to SwellingSoils for of o
_Homebuyers and Homeowners, Special Publication No. 43, availale fr
WY►ea�d9e
!ng Dlvison
PROJECT NO. 17-10633
July 19, 2017
Page 7 of 7
the Colorado Geological Survey. Recommendations contained in the
report are applicable to all residential construction in the Denver
area, regardless of soil expansion potential.
INSPECTION AND CONSULTATION
In any subsurface investigation it is necessary to assume conditions
encountered in the field investigation are representative of the
site. Actual conditions may differ from anticipated conditions.
Subsurface conditions should be verified through visual inspection of
the foundation excavation by a representative of this office prior to
construction.
Footing forms and reinforcing steel placement in foundation walls
should also be inspected to insure compliance with these
recommendations, engineered foundation plans and City of Wheat Ridge
requirements.
We are available to discuss the contents of this report with you.
Please contact us if you have questions or when further consultation
or inspections are required.
city of
Wheat Ridge
Diviso
TEST HOLE LOCATION PLAN
7048 WEST 28th PLACE
WHEAT RIDGE, COLORADO
i
I
•TH-1
i
01 01
i
i
WEST 28TH
PLACE
EXPLANATION
OTH-1 FOUNDATION DESIGN TEST HOLE
Test holes are located and measured
using taping and map measurement.
Locations should be considered accurate
only to the degree implied by
the method used.
30 15 Q 30
SCALE: 1 " = 30'
eno Oki o{
PROJECT NO. �
17-10633 COMPLETE ENGINEERING SERVICES FIGUW
TEST HOLE LOGS
TH-1
0-
11/12
] s -c
+0.7%
5 —
] 4/12
//16/12
EXPLANATION:
® CLAY; sandy, calc., soft to medium stiff,
sl. moist to wet, brown, (CL).
DSAND; fine to medium grained, white calc.
zone above, med. dense to dense,
v. moist to wet, brown to orange—
brown, (SP).
PROJECT NO.
17-10633
20
]3/13/20
]13/12 Indicates location of standard penetration
S—C test. Indicates 13 blows with a 140 pound
0.0% hammer falling 30 inches were required to
drive a 2.5" diameter sampler 12 inches.
S—C indicates sample tested for swell—
consolidation potential & percent swell
(+) or consolidation (—).
]9/12/11 Indicates location of standard penetration
test. Indicates number of blows with a 140
Ib. hammer falling 30 inches required to
drive 2.0" diameter sampler successive
6" intervals.
Indicates approximate location of boundary
between lithologic units. Transition may
be gradual.
_16t Indicates depth to water measured at given
number of days after drilling.
C:M of
�d9e
�Nxjeat R
9'j\1Xsoc
COMPLETE ENGINEERING SERVICES FIGURE 2
3
0 2
U)
z
a 1
x
w
0
IR 1
2
SWELL- CONSOLIDATION TEST RESULTS
MOISTURE CONTENT: 16.0%
UNIT DRY WEIGHT: 114.0 pcf
DESCRIPTION: Clay, sandy, brn
FROM: TH-1 AT 3 FEET
I I I I I 1 I I I I I
SWELL PRESSURE DD E ER CONSTANT
WETTING
z 4
O
F
0 5
O
V)
0 6
U
1.0 10
APPUED PRESSURE (ksf)
MOISTURE CONTENT:
UNIT DRY WEIGHT:
DESCRIPTION:
FROM:
0.1 1.0 10
APPLIED PRESSURE (ksf)
emmo
i
PROJECT N0.
17-10632 COMPLETE ENGINEERING SERVICES
me
100
ok)[ °{
3
FIGURE ""r
I IV City of
Wheat e
COMMUNITY DEVELOPMENT
City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033-8001 P:303.235.2846 F:303.235.2857
July 7, 2017
OFFICIAL ADDRESS NOTIFICATION
NOTIFICATION is hereby given that the following address has been assigned to the property/properties as
indicated below:
NEW ADDRESS: 7048 West 28r' Place, Wheat Ridge, 80033
SUBDIVISION: Mortensen Resub of Blk 2 LOT(s): 3 SECTION: 26
PARCEL NO: 39-264-12-006
NOTES: This is a courtesy notification.
AUTHORIZED BY: DATE: to ZO 1^I
DISTRIBUTION:
1. Property Owner
2. Jefferson County Assessor, ATTN: Data Control, Lacey Baker email to lbaker(d- jeffco.us
3. Jefferson County Elections, ATTN: H. Roth, 3500 Illinois St., Laramie Building, Suite 1100, Golden, CO
80401
4. Email to Jeffco IT (Mapping) Services at smitchel@jeffco.us and edelynkogjeffco.us
5. Jeffco Public Schools, ATTN: Communication Services, 1829 Denver West Dr., Bldg. 27, Golden, CO
80401
6. U.S. Post Office, 4210 Wadsworth Blvd., Wheat Ridge, CO 80033
7. Email to erlinda.j.martinezAusps.gov and krissy j.summerfield(&usps.gov and arlene.a.vickrey(&usps.gov
8. Xcel Energy, sandra.cardenasOxcelenergy com
9. Century Link, Capacity Provisioning Specialist, 5325 Zuni St., Room 728, Denver, CO 80221
10. Comcast, Attn: Scott Moore, 6850 S. Tucson Way, Englewood, CO 80112
11. Consolidated Mutual Water Co.
12. Wheat Ridge Sanitation District
13. West Metro Fire District
14. Wheat Ridge Planning Division
15. Wheat Ridge Building Division
16. Wheat Ridge Police Department
17. GIS Specialist
18. Log File
NOTE: Please notify all other parties concerned.
ADDRESS MAP UPDATED BY:
www.ci.w h eatridge.co.us
DATE:
Site Vicinity Map
2835 Reed St
a
tai•: