HomeMy WebLinkAbout4505-4515 Hoyt Street
7500 West 29th Avenue
Wheat Ridge, Colorado 80033
303/ 235.2846 Fax: 303/235.2857
The City of
J.WJeat Ridge
DATE:
10 June 2004
TO:
Accounting Department
FROM:
Director of Community Development
SUBJECT:
ESCROW REFUND/RELEASE
Reimbursement requested for escrow funds being held for: Associated Contractors/4505-15
Hoyt Street
The Landscaping has been completed to the City of Wheat Ridge satisfaction.
RELEASE TO:
Keith A. Gantenbein
Address:
8295 Ralston Road S-300
Arvada, CO 80002
Amount to be refunded:
$6,200.00
tJLML
Alan White
Director of Community Development
INSF>>ECTlONS WILL NOT BE MADE:. ~NLESS
THIS CARD IS POSTED ON THE BUILDING SITE
24 HOURS NOTICE REQUIRED FOR INSPECTIONS
L--
WHEAT RIDGE, COLORADO
7500 WEST 29th AVENUE (303) 234-5933
INSPECTION RECORD
46~S - itS' /5'
JOB ADDRESS 4:;) (~1 i"l,g \ :S\. .
BUILDING PERMIT NOJ c::) In 2."-) DATE ISSUED lo\-:i \ " -.2.>
OWNER ('."1 G\.-lA.,t;-'ui 'rh.'l--tctJI'"6 ( ~\.Yf p. .
CONTRACTOR .--4":1--4.0(\ oc\"A U;n.:N,:'-c --rrs,cS C "^-""-.
C;"f(ry
I TYPE I OCCUPANCY
SETBACKS FROM PROPERTY LINES NORTH
SOUTH
EAST
WEST
INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB
INSPECTION I DATE I INSPECTOR
Foundations
Footings
Caissons
Reinforcing or Monolithic
Weatherproofing
POUR No CONCRETE UNTIL ABOVE HAS BEEN SIGNED
Concrete Slab Floor:
Electrical (Ground Work)
Plumbing (Ground Work)
Heating (Ground Work)
Do NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED
Rough Electrical
Rough Plumbing
Air Test Gas Piping
Rough Heating & Ventilation
OK
Framing
Insulation
Drywall Nailing
Roofing
Refrigeration /!
Electrical Underground
Final
Electrical
Plumbing
Heating & Ventilation
Frame
R.O.w. & Drainage
Fire Department
Parking & Lands
.
PANCY NOT PI;RMITTED UNTIL CERTIFICATE OF
OCCUP '''',Y!S Isr' lr,
PR, -,. THIS --:tr)j, '
Landscape Escrow Al!reement
City of Wheat Ridge Community Development Department
This agreement made this ;j <6 day of A/tWeAt'4Y, 20 03 by and
between the City of
Wheat Ridge and ;455DC./afd unira,f-l-/ZW:5 (contractor/developer/owner).
Escrow in the amount of ..3h 'ift O{l.<d. ~~ k.rwli-ul'~ -- "DOLLARS
($ (p2f){)uo) is being held until all landscaping improvements art? completed at,
~D~-/S- Ho:yf 5f-
!uh~ J2c4G ,UJ 8'0635
In the event that landscaping required by Wheat Ridge Code of Laws, Section 26-502
and/or as shown on an approved landscape plan is not installed
bY~'1 2b, ;<003 ,(date) the City of Wheat Ridge or its designee shall
have t e nght to enter upon Said property to construct and/or mstall 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 contractor, developer or
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 landscape
improvements. The only precondition to the City's right to withdraw the escrow funds
for this purpose shall be a letter from the Community Development Director, stating that
the landscape improvements have not been completed or provided and that the
compliance date of /lpY/ / 3D, ;;z.oO."3 has expired.
Approved and Agreed:
Contractormeyel07wner
~;( (. X:1c;J.~ ck .t,b(~ /
./ / . /J /' Sign.t}lTe'
1(" , r"1 /-t . U c VI 'f'c ~l b e ' J.-,
g'ZC}5' /24/.5'/0.,
/1- "2 ~. U;,
A':Y"me s: 3'"00
Business Address I Phone y ~
(3c')\ <f~'I- SS- .l (
/l/'vc.~ C; 8",)cc <-
Date
Title
City OfWh~.Ridl!.e.!{;~dO
By: t ~ . t
Title: PiI"ec-pr
Date: /2./2./0 '3
I I
No... 19 03 11: 17a
Golden Landscaping
3039409351
p.l
GoldEn Landscaping, Inc. I
1~230 West 72nd Avenue - Arvada. CO 80007. Phone 303,9<40,9012 . /'<IX 303.!l4O.9351
BID
DATE: NlMlITIber 19, 2003
TO~ Bob
Associated Conl\'actors
FAX: 30~22
S
JOB: Duplex @ 4505 I 451, Hoyt Street
CONTACT: ....1IIher Dr Hank
BID DATE: 11/19103
SPEC. SECTIONS: Landscape only
d- ~-
BID PRICE: p 51.5 () ;..--
ASSUMPTlONS AND CONSTRAINTS:
1. QUOle based on (2) B '/2 X 11 lh.wings received 1/14/03.
2. Excludes cut and patch d hllrdscllpe.
3. A!lgumm lP'ades aN supplied at :f: 0.10 ft.
4. Quote inelud8$ 3,300 SF d mulch, 3,600 SF 01 and 350 LF of 81eel edger. If
quantities are substantially different we can melea adjustment to the price.
5) tk,.s (5',1>( ,I"c./",J..u C, (I /./,,6'5" ?I1J 5"f-N.l r
T ~ fi:../\, c, I). fie t b , r-e .vo./Z ~ f- ,).
/~ ~//J?- 1/1 k'1 IN,.-1'
In s, h"" ~ c/1 ~ c-/ /'U r c)
dlclrj? r;'/";?!
Nav IS 03 11: 17.
Golden landscapin~
3039409351
p.l
Golden Landscaping, Inc:.
1'-230 West 72rod Avenue' Al'VIlda. CO 80007 . Phone 303.940.9012 . fax 303.940.9351
BID
DATE: November 19, 2003
TO: Bob
Associated Conlraclors
FAX: 303-4.24-5522
5
JOB: Duplex . 4505 I 451, Hoyt Street
CONTACT: HeIllt1er or Hank
BID DATE: 11/191113
SPEC. SECTIONS: landscape only
d- ,~
BID PRICE: p 51.50 --
ASSUMPTIONS AND CONSTRAINTS:
1. Quote baaed on (2) 9 '1. x 11 cn.w1ngs received 11/14'03.
2. ExCludes cut and patch of hanlscape.
3. Assumes ~ are supplied at :!: 0.10 ft.
4. Quote inCludes 3,300 SF of mulch, 3.eoo SF of sod and 350 LF of Sl80l edger. If
quantities are substanttally different we can makll an ad/USltI1ent 10 the price.
.... ..., ".... ..= ... .m ..... ... ....n ........ ,"''''"....... ...... "" -
.......
~ 1'1 ~OTHJ.!tLS RANK 14456
p.o.= cgo:'~
~ II Whoa.R",
/~ Zf% 03 82-6361'1070
I~i~ ~ !t/ DATE
~:'i'loc {(?:/; tJ, ed r :?~ $ ~20o~
~z8 I ,
z:!.O<i -_.__._,..__..._-------~- .....,.- ._-----~..__._----_.._------:---.._--- ------.-- -. ---.--- ..... . .---..----
8&n ~ X 7Z(JtA-4 ~ ;wu A Wz.--, du ~ rT ~ 6:J ..,.,,'.
/cJ",-, UULLAAS ..."'....
0''''''0.
~ ~ ." I
THIS CHECK IS DEUVERED IN CONNECTION WITH THE FOLLOWING ACCOUNT S
I k ~ ,
---- - --
/%t-(/./ ...
""0 ~1c1c5bn" ': ~0700b~b~l: ~OO ~a 2 ~n" I
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RECEPTION NO. F 179E,35f..
7/03/2003 14:05:52 PG: 001-003
PAGE FEE: 16.00 DOC.FEE: 0.00
RECORDED IN JEFFERSON COUNTY, COLORADO
Location: 4501 Hoyt
Wheat Ridge, CO 80033
,,.3
QUIT CLAIM DEED
KNOW ALL MEN BY THESE PRESENTS, that Crawford Holding Corporation, a Colorado Cor-
poration, whose address is 8295 Ralston Road, suite 300, Arvacla, County of Jefferson, State of Colorado,
80002, for the consideration of ONE and 00/100 ($1.00), in hand paid, acceptance, sufficiency, and re-
ceipt of which is hereby acknowledged, does hereby remise, release, sell, convey and QUIT CLAIM
unto the City of Wheat Ridge, a municipal corporation in the Slate of Colorado, whose address is 7500
West 29th A venue, Wheat Ridge, County of Jefferson, State of Colorado, 80033, its successors an<l as-
signs, forever, all the right, title, interest, claim and demand which the Grantor has in and to the following
real property, in the City of Wheat Ridge, County of Jefferson, State of Colorado, to wit:
A tract of land lying in the NWV. of Section 22, Township 3 South, Range 69 West of the 6th
Principal Meridian, City of Wheat Ridge, County of Jefferson, State of Colorado, described as
follows:
See Exhibit A
Said tract containing 697 square feet (0.016 acres) more or less.
Said tract to be used as: Right-of-Way
Also known by street and number as: 4501 Hoyt Street, Wheat Ridge, Colorado, 80033 .
With all its appurtenances, and do quit-claim any interest to the same subject to easements, rights of way
and restrictions of record, if any.
Signed this ~ day of '-/}311 / )
Ir:-~-(;J^-- ~
Keith A. Gantenbein, President
~./'
'. ~
Ke eth H. Gantenbein, Secretary .
~};:;
STATE OF COLORADO
)
) SS.
)
COUNTY OF JEFFERSON
The foregoing instrument was acknowledged before me this '28!. clay of ~ / / , 2003, by
Keith A. Gantenbein as President and by Kenneth H. Gantenbein as Secretary Crawford Holding Cor-
poration.
My commission expir
PA TSV TO.lVfBrtness m
lIIu I AHY PUBLIC
STATE OF COLORADO
MV Commission Expire. June 23, 2005
~~ J.B-P?uJ
Notary blic
hand and official seal.
The drafter of this description is Edgar B. Jennings, PE & PLS, prepared on behalf of Associated Contractors, Inc., for the prop-
erty at 4501 Hoyt Street, Wheat Ridge, Colorado, 80033 and is not to be construed as representing a monumented land survey.
Date:
/i/YSl7
I I
A. Certificate of Occupancy or Completion has been requested for:
A.ODlU:SS:
'I> t ') . / s
J-fc 'I l ,S/.
u
;(r { LJ(I'l
I
PUl!posr or STlWCTUl!r:
Building Department Approval: r:J2Ie-
(/
Remarks:
,
Zoning Approvai: cCI) ~
Remarks:
. Public Works Approval:
CJk. ~;6
I
l,zf / Q..3
~ .s,~ -A\
;t/EE:l:Js SO;04~ &~ ~"'6
Remarks:
Fire Ma~hall Approval:
(If Applicable)
Remarks:
Sanitation District Approval:
(If Applicable)
. Remarks:
Water District Approval:
(If Applicable)
Remarks:
liau 25 03 02:29p
p.2
,
Ed.._
PO IIGk 2OOll82 0_, Co. 80220
Phooo (303)388-18ll7 FAX (3Cl3)320-1987
Date: 11/25/2003
File: L203111
City of Wheat Ridge
Engineering Department
7500 West 29th Ave.
Wheat Ridge, Co. 80215..a713
RE: Drainage Inspection for 4505 and 4515 (formerly 4501 Hoyt Street, Wheat Ridge, Colorado
Deer Sir:
This is to certify that on this date, . Inspected the Site grading for the above de8crlbed property and have
found that the site drainage is in g..-.I compliance with the approved Final Drainage Plan entitled .
Final Drainage Plan, 4501 Hoyt Street In Wheat Ridge, Colorado. dated April 21, 23003, prepered by
me.
However, the duplex unit has been COll8lructed at a lower elevation than the drainage plan called for.
The most significant problem that this '*- is that the rear yards have a much lIhallower slope than
was pl8nned, which may reeuIt in poor drainage for the rur yards. AllIo, a slightly larger portion of the
side yard drains onto the adjacent property to the East. With the relocation of the Northeast garage roof
cJownspout to the Northwest comer of the garage, the roof drainage paths are in general compliance with
the drainage plan.
Despite the lower than planned elevation of the building, there IS NO danger of the building being flooded
during a major storm event. The lower than planned elevation of the building does NOT have any
significant Impact on surrounding properties.
Sin
ce. Ken Gant8llbeln, Associated Contractors
ROW
G..
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00::::: 0 Q')@
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w Q..W () I") 0-
ROW ~ ~~ O'~
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0
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rom
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0 I I
OJ CXJO
roN
d t0tl)
.......-.....",........,
0.: t0tl)
00
t0tl)
..........", --..,;
30' :J:
12.59'
17'f:
17'f:
COMPACT SUBGRADE
TO 95% MAX DENSITY
PER MSHTO T-99
1
6"
T
I
PAVEMENT EXISTING CURB,
= 96.29 = = = = 1/96.35 = = = = = = = 95~~ ~TT~R:J & WALK
'( II=III!
SAWCUT INSIDE
EXISTING EOA EXISTING PAVEMENT
FOR CLEAN EDGE
2' -0"
6"
4' -0"
~ -;:(~
~~
<J
/
ROW
ROW
C>
Z
C)
B~~
OW
~O::
o 0 '"
8 0 boo
--.J CD OJ
~~~~
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oOm
II
o 0
w roO
- .q- 00
0:: I
::J.
CD O~
O::~
OZ
LL::5
......J
--.J
<(
o
I
I I 1- j 4"
1/2" BOND BREAKER HERE
2' -3" (IF DRIVEWAY ABUTS
A-A
STA 1 +20.00 GRADE BREAK
LOOKING NORTH
NO SCALE
A
G..
25'::1:
30' :J:
/
12.59'
17'::1:
17':J:
PAVEMENT EXISTING CURB,
96.59 I r 96.66 \" GUTTER & WALK
___---~- 96.13\. \
- ~~~~~TG I~~~E - = ~ EXISTING PAVEMENT = = = ~~ ~.-:-.:J
FOR CLEAN EDGE
/
AND
96.18
/
3'--0"
~
MOUNTABLE CURB WITH DRIVECUT (MD)
MONOLITHICALLY PLACED
NO SCALE
CONTRACTION
JOINT (TYP)
STA 1 +61.76 PC
LOOKING NORTH
NO SCALE
A / Stt PLA.
V (72,DRIVt IA~ FOR
M/N rvlDrH
, 24'
MAX)
ROW
G..
CD
NOTES:
CONTRACTION JOINTS REQUIRED IN DRIVECUT AT 10FT MAX SPACING,
DRIVECUTS SHALL BE MONOLITHICALLY POURED WITH CURB AND GUTTER.
MD AND MD4 ARE NOT THE CITY STANDARD FOR NEW CONSTRUCTION BUT
MAY BE REQUIRED TO MATCH EXISTING CONDITIONS.
12.59'
17'::1:
1 7' :J:
I...
7 ' f:
EXISTING CURB,
I r 96.78 \" GUTTER & WALK
~_ 96.18\. \
_ = - - = = = = = = = __ - _ = = ~I~~..~:J
~~~~~TG I~~~E \ EXISTING PAVEMENT rr~m'
FOR CLEAN EDGE
Q)
+'
o
o
96.32
NEW PAVEMENT
96.60
STA 1 +90.00
LOOKING NORTH
NO SCALE
c
o
'en
.>
Q)
a:::
G..
17'f:
17'f:
A
EXISTING PAVEMENT GRADE SEE NOTE)
HBP (GRADE CX, 50 BLOW)
HBP (GRADE C, 50 BLOW)
96.47
I...
5':i:
I
r NEW PAVEMENT EXISTING CURB,
I 96.72 = = = = /96.77 _ _ _ _ _ _ _ ~6~O~~IXUTTER-.,& WALK
\ --------~~~~~.~
I SAWCUT INSIDE lI=m~
...
EXISTING EOA EXISTING PAVEMENT
FOR CLEAN EDGE
o
Z
l
HBP (GRADE C, 50 BLOW)
STABILIZATION MATERIAL (CLASS 6)
WHEN DIRECTED BY ENGINEER
FOR SUBGRADE STABILIZATION
STA 2+19.29 PT & PC
LOOKING NORTH
NO SCALE
C)
3=
o
0'-:
o~
I-c-
"""" ~ f")
\.'101 ~ N
~a::::
'+-0 f") I--
oC/)
f")
o
I
NOTES:
AREA TO BE PATCHED SHALL BE SAWCUT TO
THE FULL DEPTH OR CUT BY A METHOD
APPROVED BY THE ENGINEER WHICH LEAVES
A VERTICAL FACE ON THE EXISTING
PAVEMENT AND NO DEFORMATION OF THE
SURFACE AT THE CUT, APPLY TACK COAT
TO CUT FACE.
IF STREET IS TO BE MILLED, PATCHES SHALL
BE LEFT 1 1/2" BELOW EXISTING PAVEMENT
GRADE.
HBP (PATCHING) A B C
6" 2" 4" 0
9" 2" 3" 4" 2' -0" 6" 4' -0"
-c-
II II N
I
N ..::::::.q- -:> L3 -:>
o a ~ ~ w w
zZ
-+-' ..c Q) L: L: 2 Ui en i2
~ a ~ 0 Q) 0 Q) ~ ~
U1-:>OI>OOOO
HBP PATCHING DETAIL
NO SCALE
4"
1 1"/FT ~'/FT 1
l t; 6"
2' -3'~ 6 1/2" BOND BREAKER HERE
SUBGRADE COMPACTED TO 95% WHEN ABUTTING CONCRETE
MAX DENSITY PER MSHTO T -99
0 u
0 Z
W ~~ (f)
WO a::::
W O::::.-J 0
1-0 I--
C:::(/) (f)U u
I-..J <(
a::::
(/)- >:w I--
~ Z
O<..? 0
~O :co u
0 0::: 0
,....- w
I: ~~ ~
u
.q-W 0
I C/)
~ C/)
<(
MOUNTABLE CURB WITH SIDEWALK (MS4) SECTION
NO SCALE
NOTES:
TYPE MS IS THE SAME STANDARD AS COOT TYPE 2, SECTION MS.
CONTRACTION JOINTS REQUIRED EVERY 10 FEET MINIMUM.
THIS STANDARD IS NOT THE CITY STANDARD FOR NEW CONSTRUCTION,
IT IS USED TO MATCH EXISTING CONDITIONS,
.;J
u
Q)
Q) .--, L:
0
-+-' L- a
~ Q.. LL
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING INSPECTION LINE - (303-234-5933)
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80033. (303.235.2855)
Building Permit Number:
16493
Date: 11/20/2003
Property Owner: ASSOCIATED CONTRACTORS
Property Address: 4505-15 HOYT ST
Contractor License No.: 17944
Company: Arvada Lakewood Fence Co.
Phone: 424-5221
Phone: 424 1089
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
(OWNER)(CONTRACTOR) SIGNED
DATE
Total:
$1,500.00
$70.25
$0.00
$18.00
$88.25
-t --r5. DO Ca"\ \
I hereby certify thallhe 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 the Wheat Ridge Building
Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit.
Construction Value:
Permit Fee:
Plan Review Fee:
Use Tax:
Use:
Description:
INSTALL 137' OF 6' CEDAR PRIVACY FENCE WITH TWO GATES
fJ 1"3.26
tD1wld13>
BUILDING DEPARTMENT USE ONLY
OK. 17 NOV. 03
SIC: Sq. Ft. :
Please Note:
Owner I contractor is responsible for locating property
lines and constructing improvements according to the
app~v~ plan and required development standards.
The City tS not responsible fur inaccurate infomlation
submitted within the plan set and any construction
errors resulting from inaccurate information.
OK. 11/17/03
Approval:
Occupancy:
Walls:
Roof:
Stories :
Residential Units:
Electrical License No :
Company:
Plumbing License No :
Company:
Mechanical License No :
Company:
Expiration Date:
Approval :
Expiration Date:
Approval:
Expiration Date:
Approval:
(1)
(2)
(3)
This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and 10 the Zoning
Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City.
This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized Is suspended or
abandoned for a period of 120 days.
If this permit expires. a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the
original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment
exceeds one (1) year, full fees shall be paid for a new permit.
No work of any manner shall be done that will change the natural flow of water causing a drainage problem.
Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before
proceediing with successive phases of the job.
The iss~an permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of. any violation of the
provisi h' , s or any other ordinance, law, rule or regulation.
.
,1'"' "
(4)
(5)
(6)
tor
Please sign Terms and Conditions on reverse side of page.
~' .H'~r ~
" /
~ 0
- "
U ~
eOL OR ~sP
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING INSPECTION LINE - 303-234-5933
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80033 - (303-235-2855)
APPLlC4. f'lON
M(;SO(vCc L,,{ ('CVl+ULC+"'/"')
4'70C;-ifL-(5I> flc,y~ S~
Company: A r v'Cc L<- L ,,-Ia ,,-,"'OJ
Building Pennit Nwnber:
Date:
Property Owner:
Property Address:
Contractor License No.:
Phone:. ?43-i/2'i- <;22 i
{':e '~c.lL
Phone: 3o~ - L( Z'-/ -/0 <;; ('1
OW!'\[RlCOI'HRACTOR SIGNATURE OF l:l'"DERST A!'\DlNG AAD AGREEME1H
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 Wheal Ridge or
covenants, easements or restrictions of record; that all measurements shown. and allegations
made are accurate; that I have read and agree 10 abide by all conditions printed on this
application and that 1 assume full responsibility! for compliance with the Wheat Ridge
Building Cod. e (U.S.C) and all other appli~aJ.~,le:Wheat Ridge Ordinances. for work under
this permit . / ...
(O\\'}iER)(CONTRACTOR): SJGfo,;ED('( j"i~--
(OV.1\ER)(COl'o'TRAcrOR):PR1"'TED 0~L.(.j~ L...,rCt:Y4
Construction Value:$ /S;-O c)
Permit Fee:$ /
Plan Review Fee:$
Use Tax:$
Total:$
DATE /1'- s -C-';J
DATE !i - s -03
DESCRIPTION: :I'L~_ t.e II /371 CJ.f {; f 62. J u., ?'-' ~I {, C i r~, CtG<2.- 1.</, -It..
-!-W6 rkS
SIC:
BUILDING DEPARTMENT USE ONLY
ZONING COMMENTS~. MN U3
Approva :
Zoning: ~"2..
BUILDING COMMENTS: ~ !
Pu.ucw:~:r:::MEN~~ ~(, (] 03
Approval:
Occupancy:
Walls:
Roof:
SLOnes:
Residential Units:
Electrical License No:
Company:
Plumbing License No:
Company:
Mechanical License No:
Company:
Expiration Date:
Approval:
Expiration Date:
Approval:
Expiration Date:
Approval:
(1) TIlls pennil was issued in accordance wi!h the provisions set forth in )'Our application and is subjecl (Q!he bo.....s of the Slate of Colorado and lO the Zoning
Regulations and Building Codes of Wheal Ridgt:, Colorado or an)' other appltcable ordinances of the City.
(2) TIlis pennit shall upire if(A) the ....ork authorized is nOI commenced ....ithin SiXf)' (60) days from issue date or (B}!.he buildinK audlorized is suspended or
abandoned for a period of 120 days.
(3) If this pennil expires, a ne.... pennit may be acquired for a fee of one-ha.lfthe amount normally required. provided no changes have been or ....ill be made
in the original plans and specificalions and any suspension or abandonment has not eJl.ceedcd one (J) year. If changes have been or if suspensioo or
abandonmenl ell,ceeds one (I) year. full fees shall be paid for . ne.... penniL
(4) No work of any manner shall be done thai .....il\ change: the natural flo..... of.....aler causing a drainage problem.
(5) Contractor shall notify the Buik1in,lnspector IWCRl)'.foUT(24) hours in ad'..nce for all inspections and shall I'ttei~'e written approval on inspection card
before proceeding with successi\'e phases of the job.
(6) The issuance of a penni appro....lof 'ings and specifications shall nol be COflStt\led to be a permil for, nor an approval of, any ,;olation of me
provisions of the build' g odes or any er ordinance, law. ruk or regulation.
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COMMUNITY DEVELOPMENT DEPT.
Inspection Services Division
(303) 235-2855
Correction Notice
Job Address:
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When corrections have been made, call for re-inspection at
303-234-5933. , 7
Date: 1!/lo/05 M 4~-
I / Inspector
(/
DO NOT REMOVE THIS NOTICE
BUILDING DEPARTMENT
(303) 235-2855
CITY OF WHEAT RIDGE
* *
~ - _____ _.A.I!!! _ __... ....
.. - ---
BUILDING DEPARTMENT
(303) 235-2855
CITY OF WHEAT RIDGE
* *
Correction Notice
Job Located at 'i.E t) / Ipff r1
(/
I have this day inspected this structure and these premises and
have found the following violations of City and/or State laws gov-
erning same:
I) ~/.?/~/.... ;;~ bloej:::';"'7 eJ.. 0V'G ~h,~ ""I-
a#/,
2) 6o,~ ro~ cur - f/tr'd( ('rz:uJ yr.'-'
{ftr?/:5 ~ cr:.tejv'>'f ~q- b)-l.,
You are hereby notified to correct the foregoing violations.
When corrections have been made, call for inspection.
D.te~~5IDb IJ~ ,_~.~,~~~
DO NOT REMOVE THIS TAG
FORM WR6.22
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING INSPECTION LINE - (303-234-5933)
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80033 - (303-235-2855)
Building Permit Number: 15625
Date: 6/2/2003
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Property Owner: CRAWFORD HOLDING CORP.
Property Address: 4505-15 HOYT CT
Contractor License No. : 21547
Company: ASSOCIATED CONTRACTORS, INC
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 the Wheat Ridge Building
Code (U,B,C,) and all other applicable Wheat Ridge ordinances, for work under this permit.
(OWNER)(CONTRACTOR) SIGNED
DATE
Description:
NEW DUPLEX
Phone: 424-5521
Phone: 303-424-5521
Construction Vaiue :
Permit Fee:
Plan Review Fee:
Use Tax:
$150,000.00
$1,655.95
$1,076.37
$1,800.00
$4,532.32
Total:
Use:
BUILDING DEPARTMENT USE ONLY
;Z;o1mfg~QQromentS!l
Approval: MP
Zoning: R-2
Iil!lJlding,Gc:IIfltIliIiJ!s:
Approval: DM
~Ii\f~ Wlll:l(~ents':'
Approval: DJB
4/9/03
OK. 4/9/03
OK. 6/2/03
Occupancy:
Walls:
Roof:
Stories:
Residential Units:
Electrical License No : 18407
Company :Aces Electric
Expiration Date: 2/28/2005
Approval: OK/KS
Plumbing License No : 21488
Company: Indepedent Plumbing and
Heating Inc.
Expiration Date: 8/31/2003
Approval: ok/ks
SIC:
Sq. Ft.:
Mechanical License No: 21565
Company: TONVILLE HVAC
Expiration Date: 3/21/2004
Approval: oklks
(1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the Slate of Colorado and to the Zoning
Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City.
(2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or
abandoned for a period of 120 days.
(3) If this pennit expires, a new permit may be acquired for a fee of one-half the amount nonnally required, provided no changes have been or will be made in the
original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment
exceeds one (1) year, full fees shall be paid for a new penn it.
(4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem.
(5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive wrillen approval on inspection card before
proceediing with successive phases of the job.
(6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a pennit for. nor an approval of, any violation of the
provisions of the building codes or any other ordinance, law, rule or regulation.
Chief Building Inspector
Please sign Terms and Conditions on reverse side of page.
7500 West 29th Avenue
The City of
Wheat
Ridge
Wheat Ridge, Colorado
Telephone 303/235-2846
DATE: August 28, 2003
OFFICIAL ADDRESS NOTIFICATION
NOTIFICATION is hereby given that the following address has been assigned to the property/properties as
indicated below:
PROPERTY OWNER(S):
Crawford Holdinl! Corp.
Attention: Kenneth H. Gantenbein
8295 Ralston Rd.. Suite 300
Arvada. CO 80002
OLD ADDRESS:
NEW ADDRESS:
SUBDIVISION:
Vacant Lot. Wheat Ridl!e. CO 80033
4505 & 4515 Hovt St.. Wheat RiMe. CO 80033 (duplex)
Juchem Garden Place
LOT(s)
BLOCK
PARCEL NUMBER: 39-222-08-016
AUTHORIZED BY:
1>UiJ I!J
DATE: ~~
DISTRIBUTION:
1 . Property Owner
2. Jefferson County Assessor, A TTN: Data Control, 100 Jefferson County Parkway, Golden, 80419
3. Jefferson County Mapping, ATTN: Addressing, 100 Jefferson County Parkway, Golden, 80419
4. U.S. Post Office, 4210 Wadsworth Blvd., Wheat Ridge, 80033
5. Xcel Energy, ATTN: Correspondence, PO Box 840, Denver, 80201
6. Qwest Comm., Attn: Shirley Campbell, 12121 Grant Street, Room 601, Thornton, CO 80241
7. Water District: Vallev
8. Sanitalion District: Clear Creek Vallev
9. Fire District: Arvada
10. Wheat Ridge Planning Division
II. Wheat Ridge Building Division
12. Wheat Ridge Police Department
13. Log File
14. Other:
NOTE: Please notify all other parties concerned.
ADDRESS MAP UPDATED BY:
DATE:
"The Carnation City"
8295 Ralston Rd., Suite 300, Arvada, CO 80002
PH. 303-424-5521-FAX 303-424-5522
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8295 Ralston Rd.
Suite 300
Arvada, CO 80002
303-424-5521
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City of Wheat Ridge
Planning and Development Department
Memorandum
TO: Crawford Holding Corp.
FROM: Michael Pesicka
SUBJECT: Proposed Duplex at 4501 Hoyt Street
DATE: April 7, 2003
Please make the following corrections and/or revisions to this submittal.
1. One street tree is required for every 70 feet oflot frontage. Your lot will require 2 street
trees. Deciduous trees shall be a minimum of 2" in caliper measured 1 ' from base of the tree.
Evergreen trees shall be a minimum of 6' in height at time of planting.
2. If you intend to erect a fence on your property, you can submit a fence permit from the City.
Fences must meet all setback, height and sight triangle requirements.
COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number: 15625
BUILDING INSPECTION LINE - (303-234-5933) Date: 6/2/2003
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80033 - (303-235-2855)
Property Owner: CRAWFORD HOLDING CORP.
Property Address: 4501 HOYT CT
Contractor License No. : 21547
Company: ASSOCIATED CONTRACTORS, INC
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 the Wheat Ridge Building
Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit.
(OWNER)(CONTRACTOR) SIGNED
DATE
Description:
NEW DUPLEX
Phone: 424-5521
Phone: 303-424-5521
Construction Value:
Permit Fee:
Plan Review Fee:
Use Tax:
$150,000.00
$1,655.95
$1,076.37
$1,800.00
$4,532.32
Total:
Use:
toiTI0'1l11Commei\ts~
Approval: MP
Zoning: R-2
Bulil:ungComm't,'fi((~;i
Approval: DM
lmllJi,c WoFj(~ments:
Approval: DJB
Occupanct.>--- - ---~~ails:
/' "
.,
.
.,
Electri'fl'i License No : 18407
Company :Aces Eiectric
Expiration Date: 2/28/2005
Approval: OK/KS
,
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BUILDING DEPARTMENT USE ONLY
4/9/03
OK. 4/9/03
OK. 6/2/03
Roof:
Stories:
SIC:
Sq. Ft.:
Plumbing License No : 21488
Company: Indepedent Plumbing and
Heating inc.
Expiration Date: 8/31/2003
Approval: ok/ks
Residential Units:
Mechanicai License No : 21565
Company: TONVILLE HVAC
Expiration Date: 3/21/2004
Approval: ok/ks
'"(1-} This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning
Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City.
(2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or
abandoned for a period of 120 days.
(3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the
original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment
exceeds one (1) year, full fees shall be paid for a new permit.
(4) No work of any manner shail be done that will change the natural flow of water causing a drainage problem
(5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before
proceediing with successive phases of the job.
(6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the
provisions of the building codes or any other ordinance, law, rule or regulation.
Chief Building Inspector
Please sign Terms and Conditions on reverse side of page.
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING INSPECTION LINE - (303-234-5933)
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80033 - (303-235-2855)
Building Permit Number: 15625
Date: 6/2/2003
Property Owner: CRAWFORD HOLDING CORP.
Property Address: 4501 HOYT CT
Contractor License No. : 21547
Company: ASSOCIATED CONTRACTORS, INC
Phone: 424-5521
Phone: 303-424-5521
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 J assume full responsibility for compliance with the Wheat Ridge Buildin
Code (U.B.C.) and all other appJicabJe Whe t dge r. a es,forworkunderthisp mit.
DATr6, V5
(OWNER)(CONTRACTOR) SIGNED
Description:
NEW DUPLEX
Construction Value:
Permit Fee:
Plan Review Fee:
Use Tax:
$150,000.00
$1,655.95
$1,076.37
$1,800.00
Total:
$4,532.32
2-10,0.;)
Use:
{/.IP
ii4Z,32-
ffiPj;J)
BUILDING DEPARTMENT USE ONLY
Please Note:
Owner / contractor is responsible for locating property
lines and constructing irr..prm:cments acc;',-ding to the
approved plan and rc(;uj[,.~d devdapr:icd smndards.
The City is not responsibk fur inaccura1c informalion
submitted within the plan set and any construction
errors resulting from inaccurate information.
Zoning COll)ment~~
Approval: MP
Zoning: R-2
"'8/'1>>: " "d'"
BUiIQing%C,qmments:t
Approval: OM
",~'''~7''
Public Wotl<~C.9rnments:
Approval: DJB
4/9/03
OK. 4/9/03
OK. 6/2/03
Occupancy:
Walls:
Roof:
Stories:
Residential Units:
Electrical License No : 21550
Company :ADC ELECTRIC, LLC
Expiration Date: 2/28/2005
Approval: OK/KS
Plumbing License No :21488
Company: Indepedent Plumbing and
Heating Inc.
Expiration Date: 8/31/2003
Approval: oklks
SIC:
Sq. Ft. :
Mechanical License No : 21565
Company: TONVILLE HVAC
Expiration Date: 3/21/2004
Approval: oklks
(1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning
Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City.
(2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or
abandoned for a period of 120 days.
(3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the
original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment
exceeds one (1) year, full fees shall be paid for a new permit
(4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem.
(5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before
proceediing with successive phases of the job.
(6) Th' suance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the
vi ons 1. the ilding codes or any other ordinance, law, rule or regulation.
Inspector
303 -d-3S- ~8S7
IJ l 'r.H.P(! "1111111! I I II I ,r '[. I j'
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8295 Ralston Rd.
Suite 300
Arvada, CO 80002
Phone: 303-424-5521
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August 20, 2003
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KRISTY;
Please be advised that at 4501 Hoyt st we are changing electrical contractors from
ADC Electric to Aces Electric.
Thank you
IlobMo:;U /lllL--
. . . . . . . . . . . . . . . . . . . . . . .
N.W. COR.
W.l/4 COR. ~ '09'23"E SEC. 22
SEe 22 Record Bearing of SOD _ _ _ _ _ _
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Basis of Bearings West Line N.W.1j4 Section 22
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Have Gun Will Travel
Charles H. Russell, PLS
P.O. Box 1403
Paonia, CO 81428
(970) 527-5404
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DRAINAGE CERTIFICATE
4501 HOYT STREET
N.W.1/4 SECTION 22
T.3S., R.69W., 6th PM
JEFFERSON COUNTY, COLORADO
CLIENT DATE JOB NUMBER
KEITH GANTENBIEN 11-13-03 03084B
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Hoyt Subdivision
PAGE
3 OF 3
LEGAL DESCRIPTION
.
That Parcel with Reception Number F1128148, situated in Block 18 of Juchem's Gorden
Place, Except for thot Parcel with Reception Number F1796356. being located in the N.W.1 /4
of Section 22, T.3S., R.69W., of the 6th P.M., County of Jefferson, State of Colorado,
being more particularly described as follows: Commencing at the N.W. Corner of said
Section 22, from whence the West Line of said N.W.1 /4 of Section 22 has 0 Record Beoring
of SOO.09'23"E; TRence S45.08'31"E a distance of 2.1"37.14 feet to the' N.W. Corner of said
Parcel ond the Point of Beginning; Thence S89'25' 48"E olonq the Sout~ Line of 0 Parcel
with Reception Number 93079417 0 distance of 120.05 feet; Thence olang the Westerly Line
of Hoyt Street the following two (2) Courses: 1.) SOO.43'55"W 0 distonce of 61.25 feet;
2.) A Non-Tangent Curve Left, from whence the Rodius Point. ,Bears S88'52'36"E a Rodiol
distonce of 67.60 feet, having a Delta Angle of 44.13'28" ond an Arc Length of Arc Length
52.17 feet; Thence N88'57' 41"W along the North Line of 0 Parcel with Reception Number
F1613606 a distance of 139.26 feet; Thence NOO'56'04"E along the East Line of a Parcel
with Reception Number F0123725 0 distonce of 107.44 feet to the Point of Beginning.
Containing 13252 squore feet.
IMPROVEMENT LOCATION CERTIFICATE
I hereby certify that this improvement location certificate was prepared for
Keith Gantenbien,
that it is not 0 land survey plat or improvement survey plat, and that it is not to be
relied upon for the establishment of fence, building or other future improvement lines.
I further certify that the improvements on the above described porcel on this dote,
November 13, 2003, except utility connections, are entirely within the boundaries of the
parcel, except os shown, that there ore no encroachments upon the described premises by
improvements on ony odjoining premises, except os indicoted, ond that there is no
apparent evidence or sign of any easement crossing or burdening ony part of said parcel,
except as noted.
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RUSSELL SURVEYING
Have Gun Will Travel
Charles H. Russell, PLS
P.O. Box 1403
Paonia, CO 81428
(970) 527-5404
4501 HOYT STREET
N.W,1/4 SECTION 22
T.3S., R.69W., 6th PM
JEFFERSON COUN1Y, COLORADO
CLIENT
KEITH GANTENBIEN
PAGE
OF 3
N.W.
W.lf4 COR. ~ '23"E SEe
SEC. 22 Record Bearing of SOO'09 ~ _ _ _ _ _ .
~ -- -----------.---
Basis of Bearings West line N.W.1j4 Section 22
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RUSSEll SURVEYING
Have Cun Will Travel
Charles H. Russell, PLS
P.O. Box 1403
Paonia, CO 81428
(970) 527-5404
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~----------------- ----------------
Hoyt Subdivision
IMPROVEMENT LOCATION CERTIFICATE
4501 HOYT STREET
N.W.1/4 SECTION 22
T.35., R.69W., 6th PM
JEFFERSON COUN1Y, COLORADO
CUENT DATE JOB NUMBER
KEITH GANTENBIEN 11-13-03 03084B
PAGE
2 OF 3
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RECEPTION NO. F 1 796356
7/03/e003 14:05:5e PG: 001-003
PAGE FEE: 16.00 DOC.FEE: 0.00
RECORDED IN JEFFERSON COUNTY, COLORADO
Location: 4501 Hoyt
Wheat Ridge, CO 80033
QUIT CLAIM DEED
KNOW ALL MEN BY THESE PRESENTS, that Crawford Holding Corporation, a Colorado Cor-
poration, whose address is 8295 Ralston Road, suite 300, Arvada, County of Jefferson, State of Colorado,
80002, for the consideration of ONE and 00/1 00 ($1.00), in hand paid, acceptance, sufficiency, and re-
ceipt of which is hereby acknowledged, does hereby remise, release, sell, convey and QUIT CLAIM
unto the City of Wheat Ridge, a municipal corporation in the State of Colorado, whose address is 7500
West 29th A venue, Wheat Ridge, County of Jefferson, State of Colorado, 80033, its successors an1 as-
signs, forever, all the right, title, interest, claim and demand which the Grantor has in and to the following
real property, in the City of Wheat Ridge, County of Jefferson, State of Colorado, to wit:
A tract ofland lying in the NWv.. of Section 22, Township 3 South, Range 69 West of the 6th
Principal Meridian, City of Wheat Ridge, County of Jefferson, State of Colorado, described as
follows:
See Exhibit A
Said tract containing 697 square feet (0.016 acres) more or less.
Said tract to be used as: Right-of-Way
Also known by street and number as: 4501 Hoyt Street, Wheat Ridge, Colorado, 80033 'f""
With all its appurtenances, and do quit-claim any interest to the same subject to easements, rlglltsofWllY
and restrictions of record, if any. '
Signed this .2i!:... day of ~/ll)
/?-:rI~(J^-- ~
Keith A. Gantenbein, President
'~i.'>.'
.r ./"
'i/J:.;,:iF
~2003' ""j/!.
. ~
Ke eth . antenbein, Secretary
STATE OF COLORADO
)
) SS.
)
COUNTY OF JEFFERSON
The foregoing instrument was acknowledged before me this "28!: day of t:Jt I / , 2003, by
Keith A. Gantenbein as President and by Kenneth H. Gantenbein as Secretary Crawford Holding Cor-
poration.
My commission expir
PATSY TO.MB&tness m
NO I AN Y PUBLIC
STATE OF COLORADO
Illy Commission Expir.. June 23. 2005
OI7~ ~J
Notary blic
hand and official seal.
The drafter of this description is Edgar B. Jennings, PE & PLS, prepared on behaif of Associated Contractors, Inc., for the prop-
ertyat 4501 Hoyt Street, Wheat Ridge, Colorado, 80033 and is not to be construed as representing a monUInented land survey.
I''':
,.,r..,/ .
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EXHIBfT A
A part of that parcel with reception number F1128148, situated in the E112, Lot A, Block 18 of Juchem's
Garden Place, being located in the NW1/4 of Section 22, Township 3 South, Range 69 West of the 6th
P.M., City of Wheat Ridge, County of Jefferson, State of Colorado, being more particularly described as
follows:
Beginning at a point on the West line of the E112, Lot A. Block 18, Juchem's Garden Place, which point
is 170 feet Southerly from the Northwest comer of said E112; Thence SO'56'04"W, along the West line of
said E1/2, a distance of 107.44 feet; Thence S88'57'41"E, along the South line of the parcel described in
said reception number F1128148, a distance of 151.62 feet to a point on the East line of said Lot A,
which point is 278.33 feet South of the NE corner of said Lot A; Thence NO'56'33'E, along said East line,
a distance of 13.89 feet to a point of non-tangent curve; Thence Northwesterly, along the East line of the
parcel described in said reception number F1128148, and along said nontangent curve to the righ~
having a radius of 70.00 feet, a central angle of 56'22'54', and whose chord bears N27"27'25"W a
distance of 66.13 feet, an arc distance of 68.88 feet to the West line of Hoyt Street; Thence SO'43'55"W
a distance of 24.84 feet to a point of curve: Thence Southeasterly along a curve to the left. having a
radius of 67.59 feet and a centJal angle of 44'13'28', an arc distance of 52.17 feet to the South line of
the parcel described in said reception number F1128148; Thence S88'57'41'e, along said South line, a
distance of 12.36 feet to the TRUE POINT OF BEGINNING, City of Wheat Ridge, County of Jefferson,
State of Colorado, containing 697 square feet more or less.
/
/
RIGHT OF WAY FOR HOYT STREET
WHEAT RIDGE, COLORADO
--._._._._._._._._._._._._.~
SOO. 4J'55"W 24.84'
S00'43'S5"W 36.41'
NOO'56'33"E
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I2:
1"=20'
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING INSPECTION LINE - 303-234-5933
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215 - (303-235-2855)
APPLICATION
Property Owner: C;~cd -krd I!ofc/r-<eq {1,,... fJ
4&:> I 40'(+ Sf-:
Company: 41;~~~eAhI r2xf/ld/.J,.A~ y;; (0
Property Address:
Contractor License No.:
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 orrestrictions 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 responsibili for compliance with the Wheat Ridge
Building Code (U.B.C) and all other applica Wheat Ridge Ordinances, for work
this pennit.
(OWNER)(CONTRACTOR): SIGNE
DATE
DESCRIPTION: Me:ks ~ ~ n ~d.s.
It/fic iJuP!(;k
BUILDING DEPARTMENT USE ONLY
ZONING COMMENTS:.D Iq .1
Approval: IV! 4 O/'
Zoning: (\-1
BUILDING COMMENTS:
Approval:
elK 'IN d 3
~
PUBLIC WORKS COMMENTS: I /
Approval: OK) ~ z 03
D;:j~
Occupancy:
Walls:
Roof:
Stories:
I+@
Electrical License No: -/'25D )
Company: 11 f) C-
JMLi...;:u;-; l.
Plumbing Licens'e No: .
company:'::tdcJ~
E . . <?,
xprratlOn Date:
Approval:
Expiration Date:
Approval:
Building Permit Number: /
Date' G ~ Vj
\.0 t/~
\
Phone :d03 -'f:2..'f---r;;s;2-(
Phone: .303 - -124-552 (
Construction Value:$1 SD, 0
Permit Fee;$
Plan Review Fee;$
Use Tax:$
Total:$
SIC:
Sq.Ft.:
[RlIEClE~"\vflE[))
/\ \ I 1 <'.1
14;
..-.....-----...-----
Residential Units:
IO~Ii'~~, _
M h . IL' N ,""lie.
ec amca lcense 0: J ( )/\
Company: -r;;;;l.kl!e 11 ~ 17 C.
2AStoS
(1)
Expiration Date:
Approval:
This permit was issued in accordance with the provisions set forth in YOW" application and is subject to the laws of the State of Colorado and to the Zoning
Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City.
This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or
abandoned for a period of 120 days.
If this permit expires, a new permit may be acquired far a fee of one-half the amountnarmally required, provided no changes have been or will be made in
the original plans and specifications and any suspension or abandonment has not exceededane (1) year. Ifchanges have been or if suspension or abandonment
exceeds one (1) year, full fees shall be paid for a new pennit.
No work of any manner shall be done that will change the natural flow of water causing a drainage problem.
ContractorshaIl notify the Building Inspectortwenty-four(24) hoW'S in advance for all inspections and shall receive written approval on inspection card before
proceeding with successive phases of the job.
The issuance of a permit or the approval of drawings and specifications shal1 not be construed to be a permit for, nor an approval of, any violation of the
provisions of the building codes or any other ordinance, law, rule or regulation,
(2)
(3)
(4)
(5)
(6)
Chief Building Inspector
"
APPLICANTS NAME:
ilS50C fdc/rZ-fuei~
APPLICANT'S ADDRESS ~q.;) ~c>-c< R::I
(Include City. State, Zip)
f6 of . r--;t.c/-7 Z37.
f-/, /~e'3
I {
APPLlCA TlON FOR MINOR DUMPING/LANDFILL PERMIT
~,c-
/ncf.<
IC3 e.t9
ADDRESS OF FILL:
DATE OF APPLICATION:
All permits shall be applied for through the Public Works Department. An approved permit is effective for a period
of one (1) year from date of issue and may be renewed. All fees shall be in accordance with those fees
established by the Uniform Building Code or other applicable City adopted Resolutions or Ordinances.
Note: All public Improvements, when constructed, shall be maintained (by the respective Indlvldual(s) and/or
company responsible for the construction of that public and/or private Improvement In the respective
development) on a dally basis, or as needed, such that they are free of mud and other construction debris
tracking from the site. Failure to comply with this requirement will result In the enforcement of Article 11,
Specified Nuisances, Section 15-16 (4) of the City of Wheat Ridge Code of Laws.
MINOR EXCAVATION AND FILL PERMITS
1. 1-50 Cubic Yards: No permit is required for dumping or excavation of earth aterials, which do not
exceed 50 cubic yards, provided, however, that any fill deposited is on natural terrain of less than three
(3) horizontal to one (1) vertical slope, or such fill is less than three (3) feet in depth and is not intended
to support permanent structures, and in addition, such fill or excavation does not obstruct or otherwise
adversely affect any drainageway. Should any of the above standards be exceeded, or a drainage way
be affected, a permit shall be required under the guidelines for NO.2.
2. 51-500 Cubic Yards: Dumping or excavation of earth materials not exceeding 500 cubic yards may
be allowed with a permit approved by the City Engineer. All applications are to be submitted on the
appropriate completed application form and shall be accompanied by the appropriate fee and sketch
plan indicating the following information before the permit will be issued.
A Location and dimensions of all property boundaries and structures on the site.
S Location and extent of areas to be filled and/or excavated.
C. Location of existing and proposed drainageways, irrigation ditches, etc., and indication of
how and where historic run-off will be maintained on and through the site.
D. Cross section area to be filled and/or excavated indicating original slope, new slope and
depth of fill.
E. Statement which indicates the proposed use or purpose for said fill or excavation.
F. Relative elevation of adjacent properties.
G. Erosion control plan showing placement of control devices such as hay bales, etc..
Files on Enginent\Forrn\Fill Pennit.wpd
Rev. 04/02
3. 501-20,000 Cubic Yards: Operations in which earth material fill or excavation exceeds 500 cubic
yards but does not exceed 20,000 cubic yards may be allowed by a permit issued by the City Engineer
after review of an application and supporting information. The following information shall be submitted
with the required application form:
A. A site plan, prepared and signed by a Colorado registered professional engineer, at a scale
of no less than1 inch to twenty feet (1:20) which illustrates the following:
1. Location an dimensions of all property boundaries and structures on the site.
2. Location and extent of areas to be filled and/or excavated.
3. Location of existing waterways and drainage courses indicating any changes. (for a
site containing an established irrigation ditch, a letter of approval from the
appropriate ditch company shall be required).
4. Location of existing and proposed points of ingress.
5. Location and extent of existing vegetation, proposed changes in such vegetation and
methods of rehabilitation on site vegetation after earthwork operations are complete.
6. Erosion control plan.
7. Grading plan with existing (dashed lines) and proposed (solid lines) ground contours
with contour intervals of 2 feet and spot elevations.
8. At least two cross sections (east to west and north to south) through the site
showing depth of fill and/or excavation.
9. A drainage report may be required if site runoff characteristics are changed.
10. Relative elevations of adjacent properties and structures.
11. Statement of purpose of intended fill and/or excavation.
4. Performance Standards: The following provisions shall apply to all Minor Excavation and Fill
Penmits:
A. Rehabilitation: Within thirty(30) days after cessation of filling and/or excavation,
rehabilitation for the site shall have been completed in accordance with the approved plans.
Rehabilitation shall consist of leveling, grading, landscaping or any combination thereof to
minimize potential erosion and be acceptable to the City Engineer.
8. Debris: Debris and/or contaminants shall not be used except with the approval of the City
Engineer.
"For the purpose of this Section, the term debris shall have the same meaning as the tenms
"garbage, trash or junk" as defined in the Wheat Ridge Code of Laws, Section 15-4."
in no case shall debris or contaminates identified or classified as hazardous waste by local,
state or federal agencies be used as fill in any fill areas within the City of Wheat Ridge.
C. Excavation and/or fill areas shall be graded to facilitate weed control until final grades are
set and site rehabilitation and use occur (must be leveled with side slopes not to exceed 3
to 1).
Files on Enginent\Form\Fill Pennit. wpd
2
Rev. 04/02
Date:
Location:
DEPARTMENT OF PUBLIC WORKS
BUILDING PERMIT APPLlCA TION REVIEW
5/23/03
.
</50/ HO'i-r S-r,e€E:/
Attention: Building Department
I haye reviewed the attached materials submitted in application for approval of a
at the above referenced address. Please note the summary comments below.
b vPL€X. RES/1>6.-Jc::.E
1. V'
2.~
3. V'
4. V'
5.
6.
7.~
8.~
9. v
10._
II. ......-
12.
13._
14._
Boundary Closure: ,/ OK _ Not OK; refer to stipulations.
Drainage:
a. Drainage plan and report needed
b. Drainage plan not needed
. c. Lot drainage/grading to be reviewed by Building Diyision
d. Site drainage/grading provisions have been reviewed and are:
OK _ Not OK; refer to stipulations.
NPDESPennitRequired: Yes ~ No
Public Improvements:
a. street paving needed: v Yes
b. curb and gutter needed: .....-/Yes
c. sidewalk needed: V Yes
d. street lights needed: Yes
e. storm sewer needed: Yes
f. letter of credit required: Yes
If a letter of credit is required, for what improvements?
No
No
No
v No
......-No
No
Amount of letter of credit:
Subdivision Agreement required:
Development Covenant required:
If Yes, for
Traffic impact analysis and report required:
State Highway Access Permit needed:
New roadway or alley R.O.W. dedication recommended:
If yes, what is recommended?
All existing dedicated roadways/alleys meet the standards of the City:
If no, which do not and what is requested:
Yes No
Yes No
Yes No
Yes No
Yes No
Yes No
APPROVAL: The Public Works Department has reviewed this request and hereby gives its approval,
subject to the above andlor attached stipulations.
,.7_ ..L:rt&.-.-. . ,
David F. Brossman, P.L.S.
5 /zl!T/o3
. .
Date
.-
Signature
NO APPROVAL: The Public Works Department has reviewed this request and does not give its approval
for the reasons stated:
Signature
David F. Brossman, P.L.S.
Date
Stipulations attached: _ Yes
No
Summary Comments: Anv damaee to the existine: Public ImoTovements as a result of this construction is to
be reoaired to meet Citv standards bv the Permit Aoolicant orior to the issuance of the Certificate of
Occuoancv. A Drainaee Certification Letter is reeuiTed orior to the issuance of the Certificate of Occupancy.
. PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATIONS
Date S/Z3 /0.3
. .
Applicant Phone #
Location of Construction <I&)O / 1-10 <I, S,,Rp;z;:;r'
Purpose OfCorrstructfon /)up~ Burtcftng PermitVatue
Singie Famiiy ~
Commercial
Muiti-Famiiy ~
DEVELOPMENT REVIEW FEES
Development Review Processing Fee: $100.00
(for document processing)
SIngle Family ResIdential Review Fee: $50.00
(for review of applicable technical. documents)
. Commercial/Multi-Family Review Fee:
For review of eJS:isting technical documents $100.00
. For re~iew of technicai documents for construction in
right:of-way, final drainage report and erosion control plan $500.00
SubdivIsion Improvement Agreement Fee: $125.00
(for document processing an'd recording)
Development Covenant Fee: $125.00
(for document erocessing and recording)
COOT Access Permit Fee: $100.00
<for document appiication and processing)
Traffic Impact Study Review'Fee: $100.00
(for document review and processing)
Flood Plain VarIance Review Fee:
(for document review and processing)
Ciass I application = $150.00
Class I PubllcationlPublic NotIce = N/A
Class il application =. $250.00
Class II PubllcationlPubllc Notice = $90.00
TOTALREVIEW FEES: (due at time of buiiding permit issuance)
$
/60.00
$
$ /00-00
$
$
.
$
$
$
$
$
$
$
2-00.06
PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMlmNG
FEES REQUIRED FOR CONSTRUCTION OF I PROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY.
Signature of Appllcan
Date
bfo~
Fil&:! on EnginentlForms/Review Fees-Building Permit Ap
ReY 04/01
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80033
(303) 235-2861
FAX (303) 235-2857
DEPARTMENT OF PUBLIC WORKS
LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION
DATED
5/2-3/03
ADDRESS <./50/ f/a'lT Sr,ec61
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,
.:J...-.-..d-=7 ~
David F. Brossman, P.L.S.
Development Review Engineer
Cc: File
Rev 4/03
5. Permit Fees' /
50 cubic yards or less $10.00
51 to 100 cubic yards $15.00
10110 1000 cubic yards
for the first 100 cy $15.00
plus for each additional 100 cy or
fraction thereof $5.00
1001 to 10,000 cubic yards for the
first 1000 cubic yards $60.00
plus, for each additional 1000 cy
or fraction thereof $4.45
10,000 cubic yards or over $100.00
TOTAL $ [J.t.! D
'Wheat Ridge Code of Laws Section 5-76.
All permits shall be applied for prior to fill deposition or excavation operations begin. Any permit
applied for after cutting or filling operations on site are in progress shall be subject to a double fee and
other penalties as prescribed by Wheat Ridge Code of Laws, Section 26-1004. Any fill requested under
this permit within the 100 year flood zone MUST COMPLY WITH WHEAT RIDGE CODE OF LAWS,
SECTION 26-801, FLOOD PLAIN ZONING ORDINANCE.
I HEREBY ACKNOWLEDGE THAT THIS APPLICATION IS CORRECT AND UNDERSTAND THAT I CANNOT
START THIS PROJECT UNTIL THIS APPLICATION IS APPROVED. I SHALL COMPLY WITH THE LAWS OF
THE STATE OF COLORADO AND WITH THE ZONING REGULATIONS AND BUILDING CODE OF THE CITY
OF WHEAT RIDGE. ANY VIOLATION OF THE ABOVE TERMS WILL CAUSE IMMEDIATE REVOCATION OF
THIS PERMIT AND COMMENCEMENT OF ENFORCEMENT PROCEEDINGS BY THE CITY OF WHEAT RIDGE.
THIS APPROVED PERMIT WILL BE KEPT IN MY POSSESSION OR PERMANENTLY ON THE JOB SITE.
CITY OF WHEAT RIDGE:
~~f 6-j'/~
Cily ElIljil,eer P. p. ;,J
.
Owner's Signature (if different than above)
Approval Date
Files on Enginent\Fonn\FilI Pennit\\.'pd
3
Rev. 04/02
Date: 5/20/2003
File No: EE103109
CONSTRUCTION COST ESTIMATE FOR PUBLIC IMPROVEMENTS
For
4501 HOYT STREET, Wheat Ridge, Colorado
Street Improvements:
Description
Asphalt cut, curb & gutter removal
Combination curb, gutter & 4' walk
6" full depth asphalt
Prepared by Ed Jennings PE& PLS
PO Box 200662
Denver, Co. 80220
303-388-1867
Unit Ouantity Unit Cost Amount
$ $
I.s. 1 $300.00 $300.00
I.f. 125 $20.50 $2,562.50
sq. yd. 22 $19.00 $418.00
-----------
Total $3,280.50
25% Contingency $820.13
------------
Total public improvements $4,100.63
"
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OIyof~ Ridge
~ of PubIk: Works
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80033
(303) 235-2868
FAX (303) 235-2$57
DEPARTMENT OF PUBLIC WORKS
May 13, 2003
Mr. Ed Jennings, P.E. & P.L.S.
P.O. Box 200662
Denver, Colorado 80220
Re: 4501 Hoyt Street, Wheat Ridge, Colorado - Approval of Final Drainage Report, Street Construction
Drawings and GradinglErosion Control Plan.
Dear Mr. Jennings,
This letter is to inform you that the Final Drainage Report, Street Construction Plans, and the Grading &
Erosion Control Plan for the above referenced project have been reviewed and approved for
construction. Please be aware of the following items regarding the construction of the project:
1. The proposed drainage facilities shaH be constructed then approved by the City of Wheat Ridge prior
to issuance of the Certificate of Occupancy.
2. Erosion control for the project shall be placed in conformance with the approved drainagelerosion
control plan and shall be maintained as needed during the course of construction.
3. All drainage improvements shall be constructed in conformance with the approved drainage report
and plan.
4. Upon completion of the drainage improvements the engineer, Mr. Ed Jennings, P.E., shaH provide to
the City of Wheat Ridge a letter of certification stating that the various improvements, as defined in
the drainage report and plan, have been accurately surveyed to confirm their construction is in
accordance with these documents. The certification letter shall be written and stamped by the
engineer who prepared the drainage report, and shall be submitted for review and approval by the
City prior to issuance of the Certificate of Occupancy.
5. It will be the responsibility of the of the contractor for the project to repair any damage to the
existing public improvements on and adjacent to 4501 Hoyt Street as a result of related construction
traffic in the area. Also, the contractor will be responsible for maintaining Hoyt Street on a regular
basis such that it is free of construction debris and tracking from construction traffic accessing the
site.
6. It will be the responsibility ofthe developerlowner, to provide the necessary testing, as applicable
for the scope of this project, for sub-grade compaction and other related material tests for those
improvements to be constructed within public right-of-way.
(SEE ATTACHED MATERIAL SAMPLING & TESTING REQUIREMENTS)
7. Prior to any construction of the public improvements, the necessary Right-of-Way Construction
Permits and respective licensing will need to be submitted for processing by the City.
If you have any questions, please contact me at 303-235-2864.
Sincerely,
J----..i'4~
David F. Brossman, P.L.S.
Development Review Engineer
cc: Steve Nguyen, Engineering Manager
Tom Bendel, Field Services Supervisor
Darin Morgan, Chief Building Official
File (3)
4501 Hoyt Street (Duplex) . approval.ltr
CITY OF WHEAT RIDGE
MATERIALS AND TESTING REQUIREMENTS
FOR
CONSTRUCTION OF PUBLIC IMPROVEMENTS
DESCRIPTION
Materials sampling and testing for public improvements shan be performed by an independent materials
testing company at the expense of the developer, and/or utility district. Unless otherwise designated, an
referenced specifications, standards or policies shan be the latest edition as revised or updated by
approved supplements published and issued prior to the date of the building permit.
REQUIREMENTS
All materials sampling and testing shaU be performed by certified, experienced and qualified materials
testing technicians who work under the supervision of a registered professional engineer in the State of
Colorado. All materials sampling and testing equipment shaU be serviceable and calibrated.
Soil classifications and moisture-density curves shan be provided to the Department of Public Works
inspector prior to in-place density testing. Materials testing technicians shan furnish copies of failed test
results to the inspector as promptly as the results become available. On a weekly basis when testing is
being performed, the developer shan furnish the inspector with copies of aU test results taken during the
prior week and a cover letter, signed by the supervising registered professional engineer, which
summarizes the results and discusses any failed tests or inconsistencies.
The City materials testing requirements are provided in Table 720-1. All testing procedures of
verification and central lab requirements shaU be as specified in the Frequency Guide Schedule of the
Colorado Department of Transportation Field Materials Manual. One test is required for any fraction of
the specified frequency. The reference to Section 203.07 in the table is from the Colorado Department
of Transportation Standard Specifications for Road and Bridge Construction.
Table 720-1
City of Wheat Ridge Materials Testing Requirements
Type of Test Frequency Remarks
Soil Survey (Classification), 1 per 1000 feet of roadway, Surveys for roadway, sidewalk
AASHTO M145 sidewalk or pipe trench and trench may be combined
Moisture-Density Curve, 1 per on-site soil type AASHTO method determined
AASHTO T99 or Tl80 1 per import material source By soil or materials type
Embankment in-place density, 1 per 300 feet per lane per 8 Minimum density per soil
Colorado Procedures inch loose lift classification, Section 203.07
Roadway subgrade in-place 1 per 300 feet per lane Minimum density per soil
density, Colorado Procedures Classification, Section 203.07
Sidewalk subgrade in-place 1 per 300 feet of sidewalk Minimum density per soil
density, Colorado Procedures Classification. Section 203.07
Pipe trench in-place density, 1 per 200 feet of trench per 2 Minimum density per soil
Colorado Procedures foot vertical interval Classification, Section 203.07
Aggregate base course in-place 1 per 300 feet per lane Minimum 95% of maximum
density, Colorado Procedures Density, Tl80
Lime treated sub grade in place 1 per 300 feet per lane No less than 95% of std. dry
density, Colorado Procedures density and opt. moisture, T99
Cement treated base in place 1 per 300 feet per lane Density in accordance with
density, Colorado Procedures contract documents, T134
Hot Bituminous Pavement 1 per each HBP grade and Within specifications of
asphalt content and gradation Marshall blow specified Approved mix design
Hot Bituminous Pavement in 1 per 100 cubic yards 92-96% of max. density except
place density, Colo. Procedures Grade F to be 90-95%, T209
Concrete compressive strength 1 per 100 cubic yards PCC pavement, structural
AASHTO Procedures Concrete, sidewalks and curbing
Concrete air content and slump 1 per 50 cubic yards PCC pavement, structural
AASHTO Procedures Concrete, sidewalks and curbing
SUBMITTED FOR:
ASSOCIATED CONTRACTORS
4501 HOYT STREET
JEFFERSON COUNTY, COLORADO
SOIL INVESTIGATION REpORT
MARCH 17, 2003
PROJECT # 031-0176
SUBMITTED By:
. .'
PAUL R. BRYANT, P.E.
COLORADO ENGINEERING
& GEOTECHNICAL GROUP, INC.
2931 NORTH U.S. HIGHWAY 85
CASTLE ROCK, COLORADO 80109
303-688-9475
TABLE OF CONTENTS
AGREEMENT OF PURPOSE AND DISCLAIMER
INTRODUCTION
FINDINGS
RECOMMENDATIONS
SPECIAL CONSTRUCTION
FOUNDATION DESIGN
FIELD INVESTIGATION PROCEDURE
EXISTING SITE CONDITIONS AND WEATHER
SUBSURFACE DRAINAGE
SURFACE DRAINAGE
BACKFILL
CONCRETE
EXTEroORANDINTffiUORCONCRETESUillS
RADON
OPEN-HOLE OBSERVATION
COMPACTION
CONCLUSIONS
LIMITATIONS
LOCATION MAP
VICINITY MAP
LOGS OF TEST HOLES
SUMMARY OF LABORATORY TESTING
SWElL-CONSOLIDATION TESTS
FRAMING DETAIL
DECORATIVE GRAVEL OR BARK
DETAILS OF FOUNDATION DRAIN CONTINUOUS FOOTINGS
DETAILS OF FOUNDATION DRAIN WAIL ON GROUND
PAGE 2
PAGE 2
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PAGE 3
PAGE 3
PAGE 3
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PAGE 4
PAGE 4
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PAGE 5
PAGE 5
PAGE 6
PAGE 6
PAGE 6
PAGE 7
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FIGURE 1
FIGURE lA
FIGURE 2
TABLE 1
FIGURE 3
FIGURE 4
FIGURE 5
FIGURE 6
FIGURE 7
AGREEMENT OF PURPOSE AND DISCLAIMER
The parties specifically agree and contract that the purpose of this soil investigation is to test, analyze,
and report on the condition of the soils encountered only as these tests pertain to the suitable design
and construction of an appropriate foundation for the proposed building and/or residences to
determine the load bearing capacities of the soil. The patties specifically agree that Colorado Engineering and
Geotechnical Group, Inc. has not been retained nor will they render an opinion concerning environmental issues, hazardous
waste or any other known or unknown conditions that may be present on this site.
INTRODUCTION:
This report summarizes the results of data obtained during a soils test of 4501 Hoyt Street, Jefferson
County, Colorado. Investigation occurred on March 7, 2003 and was performed in undisturbed soil in
accordance with ASTM 1586-99. The purpose of the investigation was to reveal the engineering
properties for foundation purposes for the proposed construction of a duplex with attached garages.
The site is currently vacant. Other aspects relating to the proposed construction are presented.
A component document to this plan will be an Open Hole Report that will be produced after the Open
Hole Inspection, which is not billed with this report. The purpose of the Open Hole Report is to
determine whether any significant variation from this report and the observed condition exists and
whether the foundation design will require modification.
FINDINGS:
The soil encountered in test hole one consisted of brown, fme-grained silty sand with moderate density
to the two and a half foot depth. From the two and a half foot to the six foot depth, the soil consisted
of tan, coarse-grained sandy gravelly alluvium (Unified Soil Classification System symbol SM). Drill
refusal occurred at a depth of six feet due to the presence of competent cobble. Potential for
foundation movement is low.
The soil encountered in test hole two consisted of brown, fine-grained silty sand with moderate density
to the three foot depth. From the three foot to the seven foot depth, the soil consisted of tan, coar5e-
grained sandy gravelly alluvium (Unified Soil Classification System symbol SM). Drill refusal occurred
at a depth of seven feet due to the presence of competent cobble. Potential for foundation movement
is low.
Attached are graphic summaries of the boring logs of the field conditions encountered and a summary
of laboratory testing results. It should be noted that the soil descriptions shown on the boring logs are
based on the geologist's visual classification of the samples in the field at the depths indicated. Actual
subsurface soil conditions may vary between samples and location tested.
Groundwater was not encountered in the test boring at the time of this investigation. The presence of
shallow bedrock beneath surficial soils is favorable for the formation of "perched" groundwater. The
depth and occurrence of groundwater can vary over time depending on hydrologic conditions such as
precipitation, surface drainage, irrigation, and other conditions not apparent at the time of this report.
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RECOMMENDATIONS:
A satisfactory type of foundation system will bear on the undisturbed natural soil (i.e. footings, wall on
grade). The foundation shall be designed for a maximum soil bearing pressure of 2,000 psf for all
depths of the excavated area. The active case equivalent fluid pressure is 35 pcf. All loose and disturbed
soil shall be removed before placing of the concrete for the foundation. The bottom of the foundation
shall be a minimum of three feet below final grade for frost protection and below any organic material.
Setdement at this site may be up to one inch but will most likely be less than one-half inch. Soil
expansion at this site may be as much as one inch in some areas but will probably be less than half of
this amount. No foundation wall shall exceed twenty-five feet in length without utilizing counterforts
or buttresses unless otherwise designed by the foundation engineer.
SPECIAL CONSTRUCTION:
The preferred foundation design will consist of a reinforced concrete stem wall resting on a concrete
footer of a size determined by the foundation engineer. Depth of foundation elements shall be
determined by the foundation engineer, but should be at least as deep as the minimum depth required
by the governing building authority. Concrete slabs shall be free floating and isolated from load-bearing
elements. Partition walls, utility and HVAC connections shall be capable of a minimum of 1-1/2
inches of movement of the foundation and slab. An attached detail sheet diagrams a typical floating
wall design. The soil bearing strength above is subject to change based on obseroations made at the open-hole inspection.
Owners shall be made aware of the contents of this report and the fact that water accumulation around
foundation clements is the primary cause of foundation distress.
FOUNDATION DESIGN:
This report is not a foundation design. The foundation design engineer will determine the exact
configuration of foundation elements, to include footer (if any) width and thickness, wall thickness and
height, pad and pier sizes and reinforcement schedules. However, the foundation should be designed
f,?r a ten-foot free span.
This report does not address general hillside stability, landslide potential, or other natural hazards.
Several areas of the Colorado Front Range have known" geologic hazards associated with them. We
recommend that readers of this report further educate themselves as to the existence of geologic
hazards on or around their specific property of interest. Colorado Engineering can assist in the
development of site specific assessments of Geologic hazards. The Colorado Geologic Survey
{www.dnr.state.co.us/geosurvey or 303-866-2611} is a good source for publications (maps, reports,
etc.) dealing with specific geologic issues and/or issues related to specific geographic areas.
FIELD INVESTIGATION PROCEDURE:
Exploratory borings were advanced using a four-inch nominal diameter, truck-mounted continuous-
flight auger. The approximate boring locations are indicated on the attached site diagram and were
established in the field by pacing and measuring angles from identifiable site references. The builder
designated the location for exploration. At depths determined by the supervising geologist, samples
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Page 3 of8
were obtained by means of a two-inch diameter split-spoon sampler, advanced by a 140-pound drop-
hammer falling a distance of 30 inches, in general compliance with ASTM D-1586. The number of
hammer blows required to advance the sampler provides an indication of the in-situ relative density of
the soil, and in combination with the laboratory analysis of the soil, provides data required for
derivation of the engineering properties sought by this exploration.
EXISTING SITE CONDITIONS AND WEATHER:
The general topography around the site of this investigation is relatively flat. Vegetation consists of
native grasses and weeds. Weather was clear and warm at the time of the investigation.
SUBSURFACE DRAINAGE:
Foundation drain requirements shall be detennined at the open-hole observation; however, drains
around any below-grade useable space, including crawl spaces, should be anticipated. See the attached
detail sheet.
SURFACE DRAINAGE:
The excavation shall be protected from surface runoff and excess precipitation during construction.
After backfilling, the soil around the foundation shall be graded away from the structure at a minimum
slope of six inches over ten feet. Gutters and downspouts shall be installed to carry water across the
area disturbed by construction. Areas that settle shall be backfilled to prevent ponding of water. No
vegetation requiring irrigation shall be installed within five feet of the foundation. Water from uphill
shall be diverted around the structure. The future owners are Gautioned against the installation of a
lawn sprinkler system within 5 feet of the foundation walls. If a sprinkler system is installed, the
sprinkler heads should be placed so that water spray from the heads under full pressure does not fall
within five feet of the foundation walls. Lawn irrigation should be conttolled to prevent excess wetting
of subsurface soils. Lawn, flowers, shrubs, and other plantings within five feet of the foundation walls
should be hand watered and this watering should be minimized. . If a drip irrigation system is used, one
should limit the amount of water to sustain the plantings. Oneis also advised that any irrigation line
can leak and/or break, releasing excessive amounts of watel: neat foundations and can cause damage to
slabs and foundation walls. .
BACKFILL:
Any soil disturbed adjacent to bearing foundation components shall be re-compacted to a minimum of
85% Standard Proctor Density. Soil supporting concrete slabs shall be compacted to 95% Standard
Proctor Density. Mechanical compaction methods shall be utilized; water-flooding techniques are
prohibited. See Compaction Section for more information regarding compaction requirements and
techniques.
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CONCRETE:
All concrete shall be Type II, Sulfate Resistive, with 28-day strength requirements determined by the
foundation design engineer.
EXTERIOR AND INTERIOR CONCRETE SLABS:
Excess moisture in the soil and improper compaction under slabs will increase the possibility of slab
heave, settlement and cracking. The builder and future owners should be aware of and understand that
there is a definite risk of future damage with any slab-on-grade construction. If floor movement due
to expansive soils is not acceptable, finished room floor areas should be supported on wooden
or steel joists over a crawl space area, or on a reinforced concrete slab. If the builder and future
owners are willing to accept the definite risk of some damage due to concrete floor slab movement, the
following recommended details will help prevent, but not guarantee, wetting of the soils underneath the
slabs and minimize damage when wetting of the soil does occur.
Do not place a gravel layer beneath the concrete slab, unless specified by the foundation engineer. The
slab should be placed on the undisturbed native soils, or well-compacted .fill.
Interior concrete slabs shall be isolated from the foundation, utility lines and non-bearing partition
walls. Separate.the slab from all load bearing members and utility Iines.of at least one-half inch to allow
for independent movement of the slab. Provide a positive control or slip joint at the construction joint
between the slab and foundation walls ,..
Slabs shall have control joints at approximately ten feet on center each. way to lessen the possibility of
random cracking. These control joints may be installed as construction joints, saw cuts and/or scoring
of the slabs. Cuts should be made at least 1/4 the total thickness of the 'slab. A good quality concrete
sealant should be installed in these joints to prevent surface discharges of water from penetrating slab
subgrades.
A minimum void or clear space of one and a half inches should I;>e provided at the bottom of all
non-bea,ring partitions and furring strips placed over the concrete slabs (see Floating Wall
Detail)., One should also provide a one-half inch space at the bottom of all door jambs to allow
for limited movement of the floor slab. The owner is 'hereby notified that it is there
responsibility to maintain these void spaces.
In the event a hot water heating system is used, the pipe should not be placed beneath the
concrete floor slab. In the event a forced air furnace is used, a two-inch collapsible connection
should be provided between the furnace and the heat ducts.
The soils that will support the concrete slabs should be kept moist during construction by
occasionally sprinkling water and especially a day or two prior to pouring of the slab. This
procedure will help maintain the moisture content of the underlying soil.
In addition to the above recommendations, another means with which to reduce the risk of
movement and cracking to slab-on-grade construction would be to over-excavate the below
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slab soil two or more feet, replace with compacted structural fill material, pour the concrete slab
six inches thick with a reinforcing mat of #4/60 bars at 18 inches each way.
RADON:
There is not believed to be any unusual hazard from naturally occurring sources of radioactivity at the
site. However, most counties in Colorado have average radon levels (measured in homes) above the
U.S. EP A recommended "action level" of 4 picoCuries per liter of air (pCi/I). For instance, Teller
County averages 31.94 pCi/I, Park County averages 8.28 pCi/1, EI Paso County averages 4.73 pei/l,
and Douglas County averages 7.53 pCi/1. Results of a 1987-1988 EPA-supported radon study for
Colorado indicate that the granitic rocks, in particular, generally have elevated levels of uranium. These
rocks have the potential of producing higher than average radon gas levels in homes. Providing
increased ventilation of basements and crawl spaces and sealing of joints can mitigate build-ups of
radon gas. Ibis mitigation is best implemented during the design and construction phases of
residences. The Colorado Geologic Survey {www.dnr.state.co.u5/geosurvey} and the U.S. EPA
{www.epa.g:ovliaq/radon} are both good sources for additional information regarding radon.
OPEN-HOLE OBSERVATION:
,L,
It is necessary to assume the soil in the surrounding area will be similar to thJlt which was observed in
this initial investigation. However, variations across the test borings and. site can and do occur.
Therefore, it is required that a qualified soil engineer inspect the completed foundation excavation prior to the placement of
a'!Y foundation component to determine whether a'!Y significant variation fivm this rejxJrt exists and whether the
foundation design will require modification. Please contact this office a minimum of 24 hours in advance to schedule a
representative to observe the completed excavation. The open-hole observation is not inc/udedCls part of the soil report and
is subject to an inspection !fie. Failure to obtain this required inspection prior to placement of foundation
elements renders thisteport and it's recommendations null and void.
COMPACTION:
If compaction of the.:qative or borrow soils is required, it is highly recommended that you pick up an
informative brochure provided at any Colorado Engineering and Geotechnical- Group, Inc. office. In
general, to compact clayey or silty materials:
Placing Fill.' No brush, sod, frozen material, or other perishable or unsuitable material, or stones
of four inches or greater in maximum dimension shall be placed in the fill. The distribution of
the material on the fill shall be such as to avoid the formation of lenses, or layers, of material
differing substantially in characteristics from the surrounding material. The materials shall be
delivered to the backfill surface at a uniform rate, and in such quantity as to permit a
satisfactory construction procedure. Unnecessary concentration of travel tending to cause ruts
and other hollows more than six inches in depth, shall be regarded and compacted. After
dumping of fill material on backfill surfaces, the material shall be spread by approved methods
in approximately 6 inches compacted thickness.
Moisture Control: The material in each layer shall be compacted by rolling and shall contain the
optimum moisture required for maximum compaction, as nearly as practicable and as
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Page 6 of8
detennilled by the soils engineer. The moisture content shall be uniform throughout the layers.
The contractor may be required to add the necessary moisture to the backfill material in the
borrow area, If in the opinion of the soils engineer, it is not possible to obtain moisture content
by adding water on the fill surface.
Compaction: When the moisture content and condition of each spread layer is satisfactory, it
shall be compacted by a method approved by the soils engineer to 90% ASTM D698 (Standard
Proctor Density) for slab areas, and 100% ASTM D698 for footing and/or pad areas. A
Standard Proctor test shall be performed for each typical fill material and frequent tests of the
density of the fill must be taken. Normally, eight passes of a sheepsfoot roller loaded to 4,000
pounds per lineal foot on a six inch soil layer is sufficient to achieve 90% ASTM D698.
In general, to compact cohesionles5 free-draining materials: Note: The above guidelines a/so apply
When compacting cohesionless free-draining materials such as sands and gravel, the materials
shall be deposited in layers and compacted by treads of a crawler type tractor, surface of internal
vibrators, smooth or pneumatic rollers, hand or power tampers, or by any other means
approved by the soils engineer. The thickness of the horizontal layer after compaction shall not
exceed 6 inches compacted thickness if compaction is performed by tractor treads, surface
vibrators or similar equipment, or not more than penetrating length of the .vibrator head if
compaction is performed by internal vibrators. The material may not be ponded or flooded to
aid in the compaction only if free draining materials underlies new fill.unless specifically
recommended by the Engineer. When the moisture content and condition of each spread layer
is satisfactory, it shall be compacted by a method approved by the soils engineer to 90% ASTM
D1557 (Modified Proctor Density) for slab areas, and 95% ASTM D1557 for footing and/or
pad areas.
If compaction testing is to be. performed by Colorado Engineering & Geotechnical Group, Inc. we will
require a Proctor Curve, Standard or Modified (which ever is appropriate for the material tested), from
an approved testing facility. Colorado Engineering & Geotechnical Group, Inc., if requested, will
perform this test(s) for you, provided a sample of the material(s), 5-gallon bucket(s) full, be supplied to
Colorado Engineering & Geotechnical Group, Inc. a minimum of 72 hrs prior to testing. The
5atnple(s) will be used to detennille the maximum proctor density and optimum moisture content for
that representative satl1ple:."Additional charges will be incurred for each sample tested and for
field compaction testing operations if required. '.
CONCLUSIONS:
This report is valid only for the use of the client listed for the type of construction listed above. Use by
any other is prohibited, as is the use for other types of construction without the express, written
permission of this office. property owners and builders are reminded that water accumulation around
foundation elements is a primary cause of structural distress in homes. Foundation movement under
any condition can be miuimized by maintaining a stable moisture content of the soil
supporting the foundation. Surface drainage is paramount to minimizing the potential for water to
penetrate backfill to the level of the foundation. If water penetrates through to the soil supporting the
foundation, movement is likely. Any movement that does occur should be less than 1".
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LIMITATIONS:
This report and its recommendations do not apply to any other site other than the one described herein
and are predicated on the assumption that the actual soil conditions do not deviate in any significant
way from those described in this report. In the event that any variations or undesirable conditions are
detected during the construction phase or if the proposed construction varies from that planned as of
this report date, the owner shall immediately notify Colorado Engineering and Geotechnical Group,
Inc., so that supplemental recommendations can be provided, if needed.
f..
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Page 8 of8
N.W.P.C.
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GRAPHIC SCALE IN FEET
SCALE: 1H lilI SO'
SITE PLAN
OWNER/BUILDER: Associated Contractors
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ft tieolefhn;ffll Group. Inf.
1/2"xl" nailing
strip to hold
base board in
place
2"x4" stud wall
secured from above
by metal straps or nailing
1/2" dr)'VIall nailed
to studs. only
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base plate and use 60 penny
nails at about 3'-0" c.c. to
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plate
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FRAHING DETAIL
Non-bearing wall on concrete floor
slab over expansive clay soil
FIGURE 4
ft tieole~hni~tll Oroup. In~.
Provide a minimum slope of 10%
in the first 5' out from the house
Roof gutter downspout and extension
should extend beyond the gravel or
bark area. ---::;>
Metal or wood edge with
weep holes or v," space
at the bottom to allow for
the release of water.
Ground surface
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bark area.
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edge strip
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or Landscape fabric.
2 x 4 (2 x 6) Redwood
with 12" spike @ 4' oc
drilled hole.
PREFERRED METHOD
DECORATIVE GRAVEL OR BARK
AROUND PERIMETER OF HOUSE.
1 x 4 x 4" Redwood
@ 12" oc
Gravel over plastic or
Landscape Fabric
AL TERN ATE EDGE STRIP
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Foundation wall
FIGURE 5
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INOTEI
DO NOT EXCAVATE TRENCH
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..
THE SLOP.E TO THE BOTTOM OF
THE ORAIN PIPE SHALL EXTEND
OUT AT A 450 ANGLE WITH THE
BOTTOM OF THE FOOTING
WATERPROOFING
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FOUNOATION
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CONCRETE SLAB
. PAPER
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CONCRETE FOOTING
MINtMUM DEPTH OF CLEAN
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SIZE 1 INCH
Details of Peripheral Drain System
Continuous Footing Foundation System
SLOPE TO DRAIN INTO SUITABLE OUTLET. 1/4" PER FOOT
FIGURE 6
ft Geote~"ni~al Group, In"
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Details
Por1lel WoIl
SLOP'E TO
of peripheral drain ~stem
on Ground Foundation Systems
DRAIN INTO SUlTABtE OUTIn. 1;4- PER FOOT
FIGURE 7
N.W.
W 1/4 COR -Jv- ' " SEC.
SEC. 22 . Record Bearing of 500'09 23 E_ _ ~ _ _ _ _ _ _ _ _
~ - - Ba~s of Bearin~s West L~e-N.W.1/4 Section 22
COR.
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RUSSELL SURVEYING
Have Gun Will Travel
Charles H. Russell, PLS
P.O. Box 1403
Paonia, CO 81428
(970) 527-5404
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F0123725
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Hoyt
Street
-------------------------------------
Hoyt Subdivision
PAGE
3 OF 3
DRAINAGE CERTIFICATE
4501 HOYT STREET
N.W.1/4 SECTION 22
T.3S., R.69W., 6th PM
JEFFERSON COUNTY, COLORADO
CLIENT DATE JOB NUMBER
KEITH GANTENBIEN 11-13-03 03084B
N.W. COR.
SEC. 22
W.l/4 COR. ~ R d Bearing of SOcr09'23'E . __ _ __' _. _ __ - -
SEC. 22 ecor _ _ _ _ _. ._ .__
qj - - --- - Bo;;;s-;;f Bearings West Line N.W.I /4 Sl,etion 22
107.44'
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RUSSEll SURVEYING
Ha'l;,e Gun WilZ 1',.aveZ
Charles H. Hussell, PLS
P.O. Box 1403
Paonio, CO 81428
(970) 527-5404
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I-Ioyt Street
-.--- - -- -- - --- -- - -- -- - _. - - -- - - -
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Hoyt Subdivision
4501 HOYT STREET
N.W.1j4 SEC-ION 22
T.3S., IU9W., 6th PM
JEFFERSON COUNTY, COLORADO
CUEI>IT I DATE JOB NUllBER PN1E
KEITH GANTENBIEN ___L02 21 03 03084A 2 OF 2
LEG AL DESCRIPTION
That Parcel with Rece;:>tion Number F1128148, situated in Block 18 of
Juchem's Garden Place, being located in the t~.W.1 /4 of Section 22, T.3S.,
R.69W., 6th P.M., County of Jefferson, State of Colorado, being more
particularly described as follows:
Commencing at the N.W. Corner of said Section 22, from whence the West
Line of said N.W.1/4 of Section 22 has a Record Elearing of SOO'09'23"E;
Thence S45'OS'31"E a distance of 2137.14 feet to the N.W. Corner of said
Parcel and the Point of Beginning;
Thence S89'25'48" E along the South Line of a Porcel with Reception Number
93079417 a distance of 120.05 feet;
Thence along the Westerly Line of Hoyt Street the following three (3) Courses:
1.) SOO'4~;'55"W a distance of 36.41 feet;
2.) A Curve Left having a Delta Angle of 56"22'54", with a Radius of 70.00
feet and an Arc Length of 68.138 feet;
:~.) SOO'56'33" W a distance of 13.89 feet;
Thence N88.5T41"W along the North Line of CI Parcel with Reception Number
F161360E~ a distance of 151.62 feet;
Thence NCO"56'04" E along the East Line of a Parcel with Reception Number
F-0123725 a distance of 107.44 feet to the Point cf Beginning.
Containing 13948 square feet.
LEGEND
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S = FOUND 3.25- BRASS CAP II~ RANGE BOX
STAMPED "WHEAT RIDGE LS 13212"
o = SET 1/t' REBAR WITH YELLOW O,P
STAMPED "RUSSELL LS 23519-
Ill! = FOUND 1/2" RI::BARNITH YELLOW C,~
STAMPED "L5 1284C"
o = FOUN D 5/8" REBAR NI",H YELLOW CAP
STAMPED" LS 9471"
. = FDUND HISTORIC SPIr:E OR REBAR
....--..- = EXISTING FEI\CE: LINE
RUSSEll, SURVEYING
Have Cun Will Travel
Charles H. Hussell, PLS
P.O. Box 1403
Paonia, CO El1428
(970) 527-5404
4501 HOYT ~3TREET
N.W.1/4 SEC",ION 22
T.3S., H.139W., fith PM
JEFFERSON COUNTY, COLORADO
-CUENr-------'-OOE-]J08 NlMlERl
KEITH GANTENBIEN L02--24-03 03084A I 1
PAGE
OF 2
,-
RECEPTION 1IlI. F1f,92943
3/06/2003 12:57:45 PG: 001.-002
PAGF FFF: 11.00 DOC.FEE: 7.75
RECORDED IN JEFFERSON COUNTY, COLORADO
(f\b WARRANTY DEED
~~
THl S DEED, made on 02 /'ffl./ 0 3 04/ .rIl '
between John Marlowe - {
If
~
of the
State of Colorado
Crawford Holding
County of
Jefferson
and
, grantor, and
\/'Cr
Corporation, A Colorado Corporation
whose legal address is 8295 Ralston Road #300
Arvada, CO 80002
..:~.ifthe County of Jefferson and State of Colorado
~TNBSSBTE, that the grantor, for and in consideration of the sum of
Seventy seven thousand five hundred dollars and no cents
grantee:
DOLLARS,
the receipt and sufficiency of which is hereby acknowledged, has granted, bargained, sold and
conveyed. and by these presente does grant I bargain, sell, convey and confirm unto the
grantee, his heirs and assigns forever, all the real property, together with improvements, if
any, situate, lying and being in the County of Jefferson
and State of Colorado described as follows:
l!
(continued)
as known by street and numbers as: Vacant Land
TOGBTHER with all and singular the hereditaments and appurtenances thereto belonging, or
in anywise appertaining and the reversion and reversions, remainder and remainders, rents,
issues and profits thereof, and all the estate, right, title, interest, claim and demand
whatsoever of the grantor, either in law or equity, of, in and to the above bargained
premises, with the hereditaments and appurtenances,
TO HAVB AND TO HOLD the said premises above bargained and described, with the
appurtenances, unto the grantee, his heirs and assigns forever, And the grantor, for himself,
his heirs, and personal representatives, does covenant, grant, bargain, and agree to and with
the grantee, his heirs and assigns, that at the time of the ensealing and delivery of these
presents, he is well seized of the premises above conveyed, had good, sure, perfect, absolute
and indefeasible estate of inheritance, in law, in fee simple and has good right, full power
and lawful authority to grant, bargain, sell and convey the same in manner and form as
aforesaid, and that the same are free and clear from all former and other grants, bargains,
sales liens, taxes, assessments, encumbrances and restrictions of whatever kind or nature
soever, except for general taxes and assessments for the year 2003 and
subsequent years; and subject to easements, covenants, reservations,
restrictions and rights of way of record.
~
~
The grantor shall and will WARRANT AND FOREVBR DEFEND the above-bargained premises in the
quiet and peaceable possession of the grantee, his heirs and assigns, against all and every
person or persons lawfully claiming the whole of any part thereof. The singular number shall
include the plural, the plural the singular, and the use of any gender shall be applicable to
all genders.
iN WITNESS WHEREOF, the grantor has executed this deed on the date set forth above.
STATE OF Colorado
} SS.
\~\
. ~~~~
th,s ~ :!j1ay
of February, 2003
\\loh~
County of Arapahoe
The foregoing instrument was acknowledged before me
by John Marlowe
"
II
VERONICA J. RICHARDS
NOTARY PUBLIC
STATE OF COLORADO
d offipial seal, ~y\co'@'(l.ia:~ion \f\xpiree
\\J)~'~J ~'~y~~~ '~1
Not ry P licv
My Commlssion Expires Jan. 10 2006
197341 MPS '
No,932A.Rev.l0-97 Warranty Deed(Por photoara>>hic Record)
NORTH AMBRICAN TITLB COMPANY
LEGAL DESCRIPTION (continued)
File No.
MPS 197341
C3
That part of the East half of Lot A, Block 18, Juchem's Garden
Place, County of Jefferson, State of Colorado, Lot A being also ~
the West half of said Block 18, more particularly described as V
beginning at a point on the West Line of said East half of Lot A
170 feet Southerly from the Northwest corner of said East half;
running thence South along the West line of said East half of Lot
A 107.44 feet; thence Easterly one hundred fifty feet more of
less to a point on the East line of said lot that lies 278.33
feet South of its Northeast corner thence North along said East
line 13.89 feet to its intersection with a curve of seventy foot
radius and ninety degree central angle; thence Northwesterly
along said curve 67.37 feet to its point of tangency with a line
thirty feet West of the East line of Lot A and on the West line
of Hoyt Street; thence North along said boundary line
thirty-seven feet more of less to the South line of the North 170
feet of Lot A Block 18, Juchem's Garden Place; thence West along
said South line 120 feet more of less to the Point of Beginning.
County of Jefferson,
State of Colorado
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fed (257 of tb-iveway are.. :: --'audwllh C01lC1'fl1e.
pavomenllnlo .-,. .
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APPROVED
Subject to Field Inspections
Wheat Ridge Building Oepl
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Signed..~.. . ..............Plan Checke
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.--Ridge
EL 122' 7-~"
Ridge.
EL 113'-1 r
FF. EL 108'-10"
2nd Floor
~F. EL 100'-0"
1 St. Floor
. EL 99'-0"
Garage
Ridge
EL 122' 7 ~"
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EL 113'-1 ~"
FF. EL 108'-10"
2nd Floor
I;'F. EL 100.0
1 SL Floor
Scale !" = 1'-0"
2'
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EL 122'-tf
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EL 113'-1~"
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-- 11 '-6" --I'"
Left Elevation
24'
.F. EL 100.0
1 st. Floor
F.P. EL 108'-10"
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d Floor . t
8'
Right Elevation
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Eleva tions
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Scale r = 1'-0"
1'-4"
t.
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3 Tab Asphalt Shingles,
Roof Trusses To Be Pre- Engineerd
Double Top Plate
2x4 Studs @ l' -4"
16" O.C. I
1/2" Gyp Board(Typ.)
8'
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= 8'-oJ."
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4'-6"
1
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11'-6"
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I ~
2 -~" -I
39'-2-
,
,
f - 0'-2" [,
'-oj
_~___-.J 1
I
...i..
1
I
O'~~:-}-: I
20'-0"
8" Cone. Found, Wall
WI 8" x 16"
Cone, Footing
Beam Pocket
Detail ':.4"
Garage
4" Concrete Slab
r 6:r6rl0xlO nJl
Coast. Joints tJ 150 s,r.
It- 4' 4"
I 17'-3"
-----~ Mechanical Acces-o/.
f 1 I atch ~\
I I L
Depress Foundation 12"
for 16'-0" Garage Door
I I
1 I
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I I
1 I 11'-2"
I I
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1 I
1 I
1 I
1 I
I L
1
1 r
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1 I
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I
': 10" Conc, Found, Wall
I I
! : WI 8" x 16" Cone. Footing
1 : Common Wall Only
------ ..J I
-~ L
r
16'-3"
~e
Beam Poekei Detail ':.4"
r = 1'-0"
1'-8"
11'-4"
1 4'-0"
9'-11"
~ti
5'-{)"
20'-11"
0'-2"
(~
-, ,
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I ,
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: : 11'-2"
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84'-0"
, j
"
---
0' 8"
17'-3"
0'-10"
HtI'(
~~O"
\I~
04" Steel
Pipe Column
Beam Po.cket
Detail "Bit!
0'-10"
20'-11"
I
I
Wall :
I
I
I
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I
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4
2'-zf" -l
8" Conc. Found,
WI 8" x 16"
Conc. Footing
10' 8"
;1
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11 '-21 :
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,
,
,
L
-, 0'-6" ~:;.., / I
: ~U See Ian
1 for
: CL location
i Beam Poeket Detail '13"
:0'-10" Seale = r = 1 '-0"
-,
I
I
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1
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______...1 [
:J
,
i-
20'-0"
8" Cone, Found. Wall
WI 8" x 16"
Cone. Footing'
Meehanieal Pad
48"x 72" x s" Thiek
Column Pad
30" x 30" x 10" Thiek
Garage
4" Concrete Slab
r 6:r6rJOrlO II'JI{
Cons!.. Joints tJ 150 SF.
Depress Foundation 12"
for 16'-0" Garage Door
16'-3"
-----:;-.
I
I
I
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Note:
24'-0-
2'-22"
Match Iin~_iDdicaies _ <! !illr~r_ imatlp..
beiwet::D unii A and unii. B. Am'
dimensions exclusive (0 eacb unfi
lJDDlies to the other.
Foundation Plan€/- Scale: i"=1-0'
35'-6"
1]'-6"
4e ~
G~ral!e
24'-0"
2'-2/2" -J
I
th' ~1' O.;{.
16'-3"
Dl' . "
14' 8?"
4
.",
s:::
.-
~
<t:l
....--
--
~~
~Cb
....o:s
:::I ....
<:> o:s
.c::t.:>
11'-1"
3' :k
-2
&0t{0 ill 1
6'-0" 6,_,1" 6'-41"
2'-lPl" 3'_0:2. I '2
4
2'-11~" I
tbf.,6 1/'1/0
ll'-I1~'
3'-0.
-.
.....
<:>
s:::
Si
21'-4"
42'-8"
I 2'z/;"
I- - 2
I
,
84'-0" l
,
",'is:::
.Sl~
'-'ljg.
~It-
~15'
~I<O
dfgdfgdfg
403"
r
--1 0'-6"
0'-6-
.... tiP" 0
~ "7
.",
s:::
11'-2;0
f:
::::::
~~
ti:Q)
.....",
:::I ~
<:> <t:l
.c::~
23'-0.
Garage
-.
0'-6.
.....
<:>
11'-4" ,
s:::
:il
0'-6"
2' -,. I
-cz --,
I t
-l f-- 2'-4"
16'-3"
~
Mateh Line indieates a mirror irnagi':
between unit A and ufllt B. A.nv
dimensions exclusive to eaeh unit apvlies
to the other.
~
..
" First Floor Plan
S 1 1" 1" 0'"
ca e: B = -
48'-0-
2'-0"
n3'-1~"
6'-0"
{/4iJ
'lr
7'-0"l
o
3'-0"
3'- ,.
4
r 7'-0"
o
6'-0"
,
I
~--
,---
~.,
titfiW
10'-71-
4
0'-5"
2'-3"
/3'-11"
2
2'-5"
2'-Bh "
1=-!J;~o~-~-'~ ..____n~..ff 5'-111- 5 '_liI"jjJtf01 a --L4L' '7,_)).J
I 4' 71" ~ 2 2 , I" --l
. 3'-0" - 2 '-- 3'-0" s::e 4 -72 '--P1Z? I
I r a -10" I
' 48' o'
CD J.. - 2 (p B. f;.. ~c1 "-,, "=:
i~ 2 io~~~~~~\d~u L7~d i ~
",:::'
:::;;:""
-- -
-_.-.~----_.~ ------"----
-- - .......--
2'-0"
13'-8'
I
,
;
~ 0'-6-
+ 27'-8"
j
0'-5"
10'-7;
!
0'_6"
3'-8"
6'-1"
0'-5"
r8'-~"
4 '
IUb
~ 9'-9"
~
0'-6"
5'-0"
..
1'-71-
2
2'-3J! "
0'-5-
Bathroom Detail
As Shown and Opp. Hand
Scale: f=l'-O"
Note:
Mateh Line indieates a mirror imaee
between unit A and UlJit B. All\'
dimensions exclusive to each unit
a lies to the other,
(S d F1 pol 1" , ,.
econ oor laD Scale: B =1 " r
f
. !
Garage
,t
+
~
Living Room
db db
",1'
fi,Pl<
GFr
<7rPf
i
,prP'
+.
C~p
'"
Living Room
\
\
\
~
db
db
p\IIIIP
First Floor ElectriaI Scale = [-0
.b Plan
., ,
.
r;======================--
I
I
I
I
I
I
I
I
II
II
II
II
II
I L_J
L__
Garage
Below
II
II
II
II
II
II
II
II
II
II
II
[_~ I
--~
@=
<JP
Bedr~
'---'17J
9b
db
=@
----- --~ -- -----------
<JP
@=
-r !tfC;J: p~
o.Q.Q ~
~~~r
-..----..- -- --- --- ----".--
=@
=@
- ======================,'
II
II
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II
II
II
II
II
II
II
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,
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,
,
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"
I,
II
[_~I
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II
"
II
II
II
II
II
II
II
II
II
L~=J
Garage
Below
Second Floor
Electrial Plan
Scale
= 1-0
."
."
Same DetaIl
Second Story
for Construction
Maintaian air space
for floor joists
Double To
~f Trr- X"
A'" gyp boar
both sides of 2x4
studs on both wafls
CJ>nc-Jv, u r f"" ..J-:t;,,'t. +t,
~r.f' l7cc1o:..
Maintain 1" Min. Air Space
Between Walls. '
10"
~
\."
9r TJI @ 16" a.c.
11 risers @ 7h"
=6'-5~":l:
8'-10"
4 risers @ 7h"
=2' -4~"+
9f TJI @ 16" OC.
W8 x 13 Beam Pocketed
~ 2" into foundation each side (See Plan)
and supported Mid ~Span with 4" Pipe Column
\ 1 0" Cone, Foundation Wall 3'-0" High
~ on 8"xI6' Footing
with 2# 5 Rebars Grade 60 Common Wall
Section <f-
i" -
1--0"
" .
'.
.
Double vertical
studs and double
top and bottom
plates .
8'-10'
12"
t
~
-
-
RMCS Surveying and Engineering
4535 N, Broadway Suite 101
Boulder CO 80304
26"
On In terior of wall
MST Strap 24", 10
ga., use 10d nails.
Header is (2) 1,75" x 11
7 8" Microlam L VL
PH05-SDS3 14 Go,
holdowns w/ 5/8"
x 14" anchor bolls
or Red Heod
Truboll Wedge
anchor 5/8" x 10",
5 1/8" embedment.
Projeot
16'-310
Garage Portal Detail
Duplex, Associated Contractors
6556 West 44th Avenue
Jefferson County, Colorado
Sc:aIe: 1f~';: 1'-0"
Dats,2,\)5I2OO3
26"
On Interior wall use
MST Strap 24", 10
ga" use 1 Od nalls,
Sheath exterior of each comer
with 1/2". COX or 7/16" OS8
from bottom plate to top of
heoder continuous, Nail 3" OC on
each vert. and horlz member. At
header three rows 3" oc, 10d
nails,
PHD5-SOS3 14 Ga.
haldowns w/ 5/8"
x 14" anchor bolts
ar Red Head
Truboll Wedge
anchor 5/8" x 10",
5 1/8" embedment.
He".""
(2) additional 5/8"
X 14" anchor bolts
Notes
1. This design meets the 90 MPH wind load
requirement.
2, Use simpson metal
Follow manufacturerer's
pattern and sizes,
'lIIIe,
connectors as specified.
recommen9~"I')o(}l\iJ;l~
.",.;; WI I,
...' .\',1\". '-',
~' ~~ . a.. ~""
~ - ~
lB ...~-:;
INla~.-
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;; ~ o~ =
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., "V.;a c,,"eL""e.:_,
":0 ~ e.. NA\. "".... .~~
#-:..: r~ ....... t\,~~~.."
*.... () - \." ,.
~lll"i".'"
Garage Portal Plan
.......
S2
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Floor !'ra>d."g JIO~..'
__.____ JOiat Katarial.
Oty. PToc1uet
32 51 1/2- 1'.n/I'RO 150 joi.t
.:<'0"1'1"'* 1011" bloctillSl at all iD.terior aupport lOClti_..
TJ-Str_d IU.a board ahaU t>. app1:l~ at floor ~n.et..,_ D....C.
.loc!t.il>g aIld ..1-. board label_ ..ot .boon>. loX" c1adt]'
IAlDgth
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HOPE
...--_.......ou.-
MF
90
(0 .
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22-0-0
22-0-0
20-0-0
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1-E:.1
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I I 6 ASSOCIATED CONTRACTORS 0
(j CIJ .
w r- WHEATRIDGE DUPLEX 0 ~Iir
<:i <( :>> ~ .~
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co .
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24-0-0
21-4-0
24-0-0
21-4-0
e.tS
D-!
e.1:::
20-8-0
E>I
20-8-0
E::1"=3
E;!I"'E
1..:::1
HOPE LUMBER & SUPPLY COMPANY
5920 U\MAR ST.
ARV ADA, CO 80003
3034247716
FAX 303 4241797
RooI Loading:
TC Live: 30.00 psi
TC Dead: 8.00 psi
BC Uve: 0.00 psi
BC Dead: 7.00 psi
TC Stress Inc: 15.00
BC Stress Inc: 15.00
Spacing: z- 0- 0 O.C.
Accoc."'lt ASSOCIATED Co
Jetlfi2me:7249
Desi,,-oer. MU
Che<Xer: PH
Date:02-11-{l3
_____________ CoIIDector Li.t _____________
%DO
gty MOdel NuIllber
Note
~il>g JIlbr na11il>9
CU"ried -.br -.iliAg (hip/jeck) Skew Slepe Top
------- Joi.t Katerial.
Typ. O'Y. .....0< .....'"
.n " 1/2. ornlno 15D joiet 2t' D.
'" S v ... D.
J> << v v .' D.
.." . 1Ie_ Kat.rial
0 ~
Typ. O'Y. Product .....'" U
., . 13/....xS l/2w 1.'M-LMl LVL '" D. 0
'" " v v ... S. D ~
'tl -
., , v v 13' D. o! ~
.. . v v .' D'
., , v v " D' ~ 0
0 ~
0 0
~ .
..
H' ."'" " ... D 10dxl.5-
H2 '''''' 1:iII0d << 10dxl.S-
H' :2tl'UO 14.l0d . ...
,H' 4 KIt12, 14. 10d , 10dx1.S"
H' 4I.SSt12l0 H 10l0d 7 lOdxl.S"
H' 4:Z:'n'211.S 21Dd , lOdx1.S" 4l0d
W n Mati Stitf~-.r. Z"~r.d
,
III I! r'"" F"
~ ~ ! Jb"....
r T rr
Iii
'; I
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, I I n.. p fr' 1
11' . ' , II I }
I
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i
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,~, ~",f= - , ..
I' II I , I I .I II I
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I
I! I II
II ,
,
II .
.. II
I! II ,. ;:= .
1 Ii ""=0' ,~ I i
II , I II
I. II I I I
II i" n I
,
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,
~ ~
0
U
><
H
III
III N
P N
0
tJ) 0
'" H
<.II 0
0 "
..
Gl U ,
~ !( C , I
I '
r.:I ~ -----r--!
~ .<: Eo! Ul
.... H ..... I
0 u Ul
U> .....
l>'l I
~ '"
r.:I r4 '"
I N
III ..... I
0 0 ....
:c '" 0 .
~ U .... .
0
~
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.
.
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.
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~
.
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.
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C1ut.-.::
.Il1ipp,,-~:
c:a_o.c-d,~:
'I:/e..._, __ ...."'.....-: ~.,.t
'I:/e_:u"'--/C-' -.,.t
.......... ::.--' ,,00
U_'
.,..--....,.,......
Floor Framing Hate_'
HOPE
prtrvide .olid blOC-kil>S at all interior .upport lOC:itUOIl..
__ __u-
TJ-Strand Ria board .ball be appli~ at floor per1aeter. tl'.II.O_
1l1oekil>9 and. k1a. board label. J:lOt .bown tor clarity
2F
,
ROBBINS ENG.
PLATE LOCATION
GENERAL NOTES
PLATE SIZR
& SYMB OLS
LATERAL BRACING.
t
--l t- 108 ConI'" plat.. 0" jain..
~ un\essoll\lllWlSC nomdln
plate IIs~ or 0', ""'w",&
DlmonsiOns are liven In
IncIIcJ (i.e. 1 In" or 1.5") Of
1N.1GIIIS (I.e, 108).
6.311U
Tho nrsldlnlOl1sloo1s tho II
width "'ClOUted porpon-
dioulor to alou, The ......d
dlnlONlon Is the Ic..th
measured p"allol 10 1Il0ts.
1x4 contlnllllU5lalDlllI braclna
awocl1od ,,1m ro ad nails 01Ch
man'bor whonllndlcared or 2M
"r or '1." b..e.stilT....r If
applicable IlOIlcd IIatlO cdll".r
web w1rl112d nlib spacod 8' 0.0.
''1''" or -1.0" bll.o TllIIS~ be _ndod
atlcall90'Ko efweb !cII&Ib. .
BEARING
~
PLATE ORIENTATION
DIMENSIONS
-
-
-
Whoa .h..,'n.lndltllCS
dlrottlon of 01011 in
connottor p1ale.
6.08-08
I.
1_708'1
AU dlmenslons are ahown in ~ When IMS Is dorlsncd 10
FT.1N-5X (I.e. 8' 8 112' or '. hear on multiplo .uppons.
8.08.011). Dimo..lo", I... . Intedorb""'lnllocatlons
than one foot art shown In should b.l1lIrkGd ohlh.
IN.sX only r... 708). ....... tro.... Intorlor support or
...... temporary shorin& mllll be
In pl"". bofore erecllna Ihb
InI... If nocOSsOI)'. shim
boarl"Ils to usuro ..1~ .
eontact. With D'US$. 1
'Il'ussed Rafters. Robbins Ens. Co. bears no ~
f~ponsJblllty for the erection of trusses. field b oS
or permanent truss bracing, Refer to H1B.91 as
published by the Thlss Plate Institute, 583 D'Onoftlo
Drive. Suite 200. Madlson. WIsconsin 53719. Persons
erecting trusses are cautioned to seek professional I
advice concernln, propi!r erection bracing to prevent .'
toppling and "domlnolns". Care should be taken to
prevent damage during fabrication. storage. shipping
and erection. 1bp and bottom chorda shall be
adeql.\!tely braced in thi! absence of Sheathing or~
ceiling, respectively. It II the responsiblllty of others
to ascertain that the design loads utilized on this
drawing meet or exceed the act\lal dead loads 1Il
Imposed by the structure and the live loads imposed ,
by the local building code or historical climatic recora.
.ROBBINS LOCK connector plates (20 p. plv. neel
ASTM ABS3 55 Grade 40) shall be apPlied on both
faces of truss at eachjoiilt. Center.the plates. unless
shown otherwise by circles (0) or dimensions. No
loose knou or wanes In plate contact area. Splice
only where shown. Overall spans assume 4.' bearings
at each end, unless Indicated otherwise. Cutting and
fabrication shall be performed on equipment which
produces snug.flttlngjolnts and plates. Unless
othel'\vlse noted. moisuw.te content of lumber shall
not exceed 19% at time of fabrication and these
deSigns are not applicable for use with fire retardant
lumber. This design was prepared in accordance with
"National Design Specifications for Stress. Grade
Lumber and Its Fastenings" (AFPA). "Design
Specifications for Light Metal Plate Connected Wood
Trusses" (TPJ), and HUD Design Criteria for
FUR.l'1ISH A COpy OF Ti.us DESIGN TO ERECTION CONTRACTOR. IT IS THE RESPONSIBIUTY
OF BUILDING DESICNER AND TRUSS FAB. TO REVIEW THIS DRWG. 8< VERIFY THAT DATA
INCLUDING DIM. Be LOADS CONFOIM TO ARCH. PLAN/SPECS & FAD. TRUSS LAYOUTS.
.'. ..,. ..,....
I CORPOIATE HBADQUARTBltS II REGIONAL OmCES '1 .
P.O. Box :1.80055 P36I6 South Road . Suite C-2 1131 Rccklngham Lane' Suite 128
Tampa. FL 33682.0055 Mulklteo. WA 98275 Richardson. TX 75080
8oo.282-1Z99 . Fax: 813.971.&117 800-533.9404' Fax: 425-347-5928 972-238-9609. Pax: 972.66~
CI/ce.d ~~8wn' ~~aH-W~ Ol
---.-P.d-_El:0'O__
'_ ,1
--- .. - ......... ,"
9NI~33NI9N3 eI.ITI."Tn'^"1 .')1.::1 "". I ...,
~3E1wm 3dOH" Wd9S :E. j;o EI2i0"2'>0i: '8:3J 83::1
"...
:P1-H1
4
Ld't:. OK Ught:. OR
1- 0- 0 1- 0- 0
- g..... \typtt ban
7V3020730 CE a mil. 270800
7 49 llf.l1 7249 ASSOC.CXlIIT ./ll1l11llllilIDCa: J)tJllLZX
0106
_.,
....... ~t.... 1It4.
SAI ....... .... lDi.. 0.2
~1_o, .. ,.,'"
SUIIIl"" _:l1li _. __
-----
-.- _I~"'-.
-.
:1..__"'-
....._.~
l.__:natlll.
1.___--
,"0 I. "'C="W '1l
:'__011__.
4. _ _ - _/.IlICII1-11
_:sun_At..
_ 1lZ1lD-1I'OMII _ _
J'QJk. _~ IC:M& liQC....~
WI:IID n.... - 11_
___-as.
1lltO_ __r - C
QCCIIIll(Cf _ - '.00
__ lIIlUD.....
"ZC ... 100M . 11.0 HI'
ac DUD t.ca1) .. ".0 I'tI'
IS. JlUID 'llW11 = 8M ..
_ n_~_ln.
____110_
~.~ or 1IU<<l aa 1M.
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Engineering Index Sheet
eNGIN.....NCI. INC. . ~L .... DOli PlIone
(11:1)_". IndlX Page , of 1
JDb Numb.. llpeolleldlon QIl.nUly
TlllIOIOT.lO I
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Job~iDS S~~~n"=i~;, :nc./Oftl~n. Pl~,. APpaox, T~I WE1GR1: 140.3 LBS
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THESE PLANS ARE COPY'WR/TEO 2002
BY COLORADO EN6/NEERIN6 4
6EOTECHN/CAL GROI)P, INC (CEG6).
ALL R/6I1TS RESfRVEO. ANY SALE,
REPROOUCTIO~ CREATION OF
OERIVATIVE ~S BASEO ON THESE
PLANS, OR USE OF THESE PLANS FOR
ANY P/.JR.POSE rllTHOUT PROPER
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PROJECT NO.: 061-0116
SCALE: 1/4" = 1 '-0"
DA TE: 24 MARCH 2003
DRAJ^iN BY: SM
REVIEJAJED BY: ~ 3/z4~
APPROVED BY:
REVISED:
!F-J
FOUNDA TION
7'''--
COLORADO ENGINEERING AND GEOTECHNICAL GROUP
SPECIFICATIONS AND GENERAL NOTES
,SOLS REPORT: A SOILS REPORT FORMS PART OF THIS FOUNDATION PLANi READ IT CAREFULLY. ASK THE
EN61NEER ABOUT ANY PART YOU DO NOT UNDERSTAND. CALL THE ATTENTION OF THE EN61NEER TO ANY CHAN6tE5
IN SOIL CONDITIONS FROM THAT ~HICH ARE DIsc,USSED IN THE SOILS REPORT. <SENERALL Y, AN EXAMINATION OF THE
FOUNDATION EXCAVATION BY THE ENGINEER 15 REGUIRED PRIOR TO BEGINNING CONSTRUCTION.
SITE DEVELOPMENT: ROUGH GRADE TO LEAVE GOOD DRAINAGE DURING AND AFTER CONSTRUCTION. FINAL
c:;RADE AFTER CONSTRUCTION SHALL BE SIX INCHES OF DROP AViAY FROM BUILDING IN THE FIRST TEN FEET.
REMOVE TOPSOIL AND ORGANIC MATERIAL FROM J.^{HERE COMPONENTS OF YOUR FOUNDATION AND SLABS Y1ILL
GO. IF YOU DISCOVER GROUND ViATER, NOTIFY THE ENGINEER. DO NOT BUILD ON FROZEN SOIL OR MUD.
SOLS: SOILS ARE A CONSTRUCTION MATERIAL; HOViEVER, J.^{ITHOUT PROPER USE1 THEY CAN BEHAVE IN
UNPREDICTABLE FASHIONS. HERE'S Y'tHAT Y'tE CONSIDER PROPER USE:
- FILL AND COMPACT SOFT SPOTS TO THE DENSITY REQUIRED FOR THAT AREA OF THE FOUNDATION.
- SOIL UNDER LOAD BEARING COMPONENTS OF THE STRUCTURE, SUCH AS ViALLS AND PADS, SHALL BE
C~OMPACTED TO 't5% MODIFIED PROCTOR DENSITY. BACKFILL A6AINST FOUNDATION ViALLS SHALL BE COMPACTED
1'0 80% MODIFIED PROCTOR DENSITY.
- BACKFILL SHOULD BE MADE IN 6" LAYERS, CALLED LIFTS1 Jt^\ITH EACH LIFT PRO PERt. Y COMPACTED TO
1'HE REQUIRED DENSITY1 USING THE PROPER COMPACTING EQUIPMENT. FOUNDATION Y'tALLS DESIGNED TO HAVE
E~ACKFILL ON 60TH SIDES SHALL HAVE FILL BROUcSHT UP EGUAl-L Y ON 60TH SIDES, RATHER THAN BACKFILLING
C)NE SIDE PRIOR TO BACKFILLIN6 THE OTHER. GENERALL Y1 USE OF A "JUMPING JACKII FOR COHESIVE SOILS
(Le'l CLAYEY OR SILTY) OR A VIBRATORY PLATE COMPACTOR FOR GRANULAR SOILS (Le., SANDY) YiILL PROVIDE
c:,OOD RE5UL TS. THE SOIL SHOULD BE AT THE RIGHT MOISTURE CONTENT; IF IT SEEMS rifT OR DRY, NOTIFY THE
:)OILS ENGINEER FOR ADVICE. CAUTION: USING BOOM MOUNTED COMPACTING EQUIPMENT, SUCH AS A SHAKER
HEAD OR "STINGER"1 OR P()lJNDING THE SOIL Jt^\ITH A BACKHOE BUCKET EXERTS A TREMENDOUS FORCEj IF USED
1'0 COMPACT BACKFILL AROUND FOUNDATIONS, riALL FAILURE IS LIKELY. LIKEY1ISE, AUTOS, TRUCKS, FRONT END
L,OADERS, ETC., ARE NOT COMPACTING EGUIPMENT, AND IF THEY ARE DRIVEN CLOSE (~ITHIN TEN FEET) TO A
F:OUNDATION vtALL1 IT IS LIKELY THE Y'tALL ~ILL BO~ AND C,RACK.
- COMPAC,TION SHALL BE ACCOMPLISHED 50 AS TO FORM A BERM OF DENSE SOIL AGAINST THE SIDE OF
T'HE STRUCTURE TO PROVIDE ADEGUATE LATERAL SUPPORT. EACH LIFT IN THE PROCESS SHALL BE FINISHED
~\LONG THE ENTIRE LEN6TH OF THE ViALL BEFORE STARTING ON THE NEXT LIFT. DO NOT COMPACT TOO TIGHTLY
C)R IN SUCH A FASHION THAT l^tEDGING OCCURS AGAINST THE FOUNDATION Y'tALL OR 6O~ING AND CRACKING OF
T'HE ViALL CAN OCCUR. 6ENERALL Y, FLOOR JOISTS AND SLABS MUST BE IN PLACE PRIOR TO BACKFILLING
AGAINST THE FOUNDATION; THE FOUNDATION DESIGN ~ILL LIST SPECIFIC EXCEPTIONS. BLOCK BETV'EEN THE
F:OUNDATION ViALL AND PARALLEL FLOOR JOISTS AT FOUR FOOT CENTERS ALONG FULL HEIGHT FOUNDATION riAL!..S.
- DO NOT ALLO~ THE BACKFILL TO BECOME SATURATED ~ITH vtATER AT ANY TIME, DURINcS OR AFTER
CONSTRUCTION. THIS PLACES EXCESSIVE PRESSURE AGAINST THE riALL AND CAN CAUSE CRACKING OR BO~IN6.
CONCRETE: CONCRETE SHALL BE A MINIMUM OF 9,000 PSI ~ITH A MAXIMUM SLUMP OF 4 INCHES fOR ViALLS,
PADS AND SHALLO~ PIERS AND A MINIMUM OF 9~00 PSI !tilTH A MAXIMUM 4 INC-H SLUMP FOR DEEP DRILLED PIERS
UNLESS OTHE~ISE SPEc.lFIED ON THE DRAY1IN<SS. SLUMP MAY BE INCREASED TO €i INCHES Y'tITH POZZOLAN ADDITIVES
IF NO ADDITIONAL ltiATER IS USED IN THE MIX. BEY"iARE OF CONCRETE TRUCK OPERATORS ViHO ViISH TO ADD
tiATER TO THE CONCRETE AT THE SITE TO MAKE IT MORE Y10RKA6LE. ADDITIONAL ViATER ~ILL DECREASE THE
STRENGTH OF THE CONCRETE. THE CONC-RETE MUST STAY IN THE FORMS FOR A MINIMUM OF 1:2 HOURS TO CURE
OR BE COVERED ~ITH CURING SHEETS OR SPRAYED ~ITH A CURING COMPOUND. THE ViATER IN THE CONCRETE
IS REQUIRED TO COMPLETE THE CHEMICAL REACTION, AND IF THE CONCRETE IS UNCOVERED TOO SOON
AFTER PLACEMENT, IT ~ILL DRY OUT TO THE DETRIMENT OF THE CONCRETE'S STRENGTH AND APPEARANCE.
FOUNDATIONS l^IHlCH HAVE FORMS STRIPPED EARLY END UP ~ITH AS LITTLE AS HALF STRENGTH OF FOUNDATION
tiALLS Y'tHICH ARE PROPERL. Y C,URED. SIMILARLY, DO NOT ALLO~ THE CONCRETE TO FREEZE DURING THE FIRST
SEVEN DAYS. THE riATER Y'tITHIN THE CONCRETE FREEZES AND BECOMES UNAVAILABLE FOR THE CHEMIC-AL REACTION,
POSSIBLY CAUSIN6 A DETRIMENT TO THE CONCRETE'S STRENGTH AND APPEARANCE. EXCEPT IN VERY MASSIVE
STRUCTURES, THE HEAT OF HYDRATION OF CONCRETE IS GENERALLY NOT SUFFICIENT TO PREVENT FREEZING DURIN6t
A T'fPICAL COLORADO ~INTER NIGHT.
DO NOT LET THE CONCRETE DROP FARTHER THAN TEN FEET ViHEN PLACING IT. AVOID DROPPING CONCRETE ON
REINFORCING STEEL AS MJCH AS POSSIBLE, AS THIS ~ILL TEND TO DISPLACE THE STEEL. AFTER PLACEMENT, ROD
OR VIBRATE THE CONCRETE TO ELIMINATE JOINTS AND AIR POCKETS, BUT DO NOT C,AUSE THE INcSR.EDIENTS TO
SEPARATE OR YiATER TO POOL AT THE TOP. EXCESSIVE VIBRATION CAN CAUSE DAMAGE TO THE FORMS.
DO NOT PLACE STRESS A<SAINST CONe-RETE FOR AT LEAST SEVEN DAYS AFTER PLACEMENT. U5E FORMS ~HICH ARE
PROPERLY OILED AND BRACED. LEAVE THEM IN PLACE UNTIL THE CONCRETE HAS CURED TO THE POINT Y1HERE IT
CAN SUPPORT ITS O~N rEIGHT. REMOVE FORMS CAREFULLY 50 AS NOT TO DAMAGE THE CONCRETE; PATCH ANY
VOIDS Jt^\ITH A GROUT USING THE SAME MIXTURE AS THE ORIGINAL CONe-RETE, BUT ~ITHOUT THE COARSE AGGREGATE.
PUT CONTROL JOINTS IN SLABS AT NO MORE THAN 12 FEET EACH DIRECTION. USE OF POLY FIBER MESH IN SLABS
LESS THAN 6" THICK AND ViELDED ~IRE FABRIC. IN SLABS 6" THICK OR 6REATER IS RECOMMENDED TO REDUCE
SHRINKAGE CRACKING. IF DEEP DRILLED PIERS (CAISSONS) ARE USED IN THE FOUNDATION, A MAXIMUM OF FOUR
HOURS 6ETrifEN THE DRILLINcS OF THE HOLE AND THE PLAC,EMENT OF THE C.ONCRETE IS ALLOV'ED, ~ITH LESS THAN
ONE HOUR BEING DESIRED. IF GROUNDriATER IS ENCOUNTERED, IMMEDIATE FILLING IS REGUIRED. UP TO FOUR INc.HES
OF V'LATER IS AUTHORIZED IN CAISSON HOLES PRIOR TO CONCRETE PLACEMENT; DEEPER ~TER fvfUST BE PUMPED OR
OTHE~ISE FORCED OUT.
811EEL: REINFORC,ING STEEL IS GRADE 60, UNLESS OTHE~ISE CALLED OUT ON THE PLANS. STEEL SHALL BE
FREE OF RUST, DIRT, OIL, SCALE, OR ANYTHING ELSE J.^{HICH J.^{ILL IMPAIR ITS ABILITY TO ADHERE TO CONCRETE. ALL
REINFORCING STEEL SHALL BE SECURELY TIED AT ALL INTERSECTIONS AND SUPPORTED TO PREVENT DISPLACEMENT
DURING CONCRETE PLACING OPERATIONS. STEEL MUST NOT BE ANY CLOSER THAN THREE INCHES TO SURFACES
~HIC.H ~ILL BE EXPOSED TO EARTH AND 2 INCHES FROM OTHER SURFACES. SEE THE REINFORCEMENT DETAILS
FOR ADDITIONAL PLACEMENT REQUIREMENTS. OVERLAP AND TIE SPLICES 18 INCHES. BEND AND TIE CORNER :24
INCHES. PLACEMENT OF REINFORC.ING STEEL AC.CORDIN6 TO THE DESIGN 15 IMPORTANT IN ORDER TO ALLO~ THE
STEEL AND CONCRETE TO ~ORK TOGETHER TO DEVELOP MAXIMUM STRENGTH.
LJABUIY: ALL DESI<SN AND CONSTRUCTION REPRESENTS COMPROMISE. THIS FOUNDATION DESI6N HAS BEEN
ACCOMPLISHED ~ITH ECONOMY, C.ONSTRUCTIBILITY, AND RELIABILITY AS PRIMARY CONSIDERATIONS AND REFLECrTS THE
CURRENT STANDARDS OF PRACTICE IN THE FRONT RANGE AREA. IT HAS NOT BEEN DESIGNED TO ~ITH5TAND EVERY
C-ONCEIV ABLE EVENT ~HICH MIGHT OCCUR, AS THAT ~OULD RENDER THE FOUNDATION EXCrEPTIONALL Y DIFFICULT TO
BUILD AND EXe-EEDI N<SL Y EXPENSIVE. LIKEY'tISE, THE DETAILS ARE NOT INTENDED TO PROVIDE STEP-BY-STEP
INSTALLATION INSTRUCTIONS; THE UNIFORM BUILDING CODE PROVIDES OTHER INFORMATION NEEDED FOR FOUNDATION
C.ON5TRUCTION. A ~RKIN6 KNOY'tLED6E OF THE CODE AS ~LL AS PRACTICAL EXPERIENCE IN LOCAL FOUNDATION
C-ONSTRUCTION PRACTIC.ES (IN THE SPEC-IFIC- TYPE OF FOUNDATION BEIN6 BUILT) IS REQUIRED TO C-OMPLETE THE
FOUNDATION. IF YOU OR ANY MEMBER OF THE C.ONSTRUCTION TEAM HAS ANt QUESTION ABOUT ANY PORTION
OF THIS FOUNDATION DESIGN, YOU YJST CONTAC.T THIS OFFICE TO RESOLVE THE SITUATION PRIOR TO PROCEEDING
~ITH CONSTRUCTION. ~HILE THE DESIGN OF THIS FOUNDATION SHOULD PROVIDE A STRUCTURE Y'tHICH t^1ILL FUNCTION
rELL FOR THE LIFE OF THE BUILDIN6 UNDER NORMAL CIRC-UM5TANCES/ UNFORESEEN EVENTS, SUCH AS FLOODIN61
EXCEPTIONAL LOADS1 OR EVEN IMPROPER CONSTRUCTION NOT NOTICED DURING BUILDING CAN CAUSE PROBLEMS.
THEREFORE, FOR CIRC.UMSTANCES ~ICH OCCUR ~HICH ARE BEYOND THE CONTROL OF COLORADO ENGINEERING,
INC., THE LIMITS OF LIABILITY EXTEND TO THE FEE RENDERED FOR THE PROFESSIONAL SERVICES PROVIDED. ERRORS
OR OMISSIONS ON THE PART OF THIS COMPANY OR
ITS EMPLOYEES MUST BE BRO~HT TO OUR ATTENTION
PROMPTLY FOR RESOLUTION.
ARBITRATION: ANY CONTROVERSY OR CLAIM ARISING
FROM OR RELATING TO THIS DESIGN SHALL BE
SETTLED BY ARBITRATION ADMINISTERED BY THE
AMERICAN ARBITRATION ASSOCIATION UNDER ITS
C-ONSTRUC-TION INDUSTRY ARBITRATION RULES.
ANY JUD<SMENT ON THE AViARD RENDERED BY THE
ARBITRATOR(S) MAY BE ENTERED IN ANY COURT
HAVING JURISDICTION THEREOF
NOTES:
1. THE SPECIFICATIONS AND SOILS REPORT ARE PART
OF THIS DESIGN.
2. PLAC-E SLAB OR OTHER SUITABLE LATERAL RESTRAINT IN ADDITION
TO FLOOR JOISTS AND SUB FLOOR PRIOR TO BACKFILLING.
9. PLACE AND COMPACT BACKFILL IN LIFTS ALONG ENTIRE LENGTH
OF ViALL. SEE SPEC IF I C-ATI ONS.
4. r^iALL THICKNESSES SHOViN ARE NOMINAL.
USAGE: ANY CONSTRUCTION PERFORMED USIN6 THIS
DESlcSN IMPLIES AC.CEPTANCE AND UNDERSTANDIN6
OF ALL TERMS AND CONDITIONS MENTIONED.
s. FOOTER AND PAD SIZES SHO~N ARE MINIMUM AND MAY
BE UP SIZED AS DESIRED.
e,. LOAD BEARING COMPONENTS SUSCEPTIBLE TO YiEATHER SHALL
BE FINISHED TO A MINIMUM OF 9611 BELO~ AND e," ABOVE
FINISHED GRADE,
1. ViALL HEIGHTS VARY, REfER TO ARCHITECTURAL DRAVilNG5
AND DETAIL SHEETS,
~
HORIZ. ~ALL STEEL\
IT - -~ - -f---- !:! if- '- I ~ 9-#5/60 6ARS
- - I-- -r- - ~/?!v 911 FROM FACE OF
I ~-- / BLOc.KOUT. EXTEND
I of ~ I II I I / --' STEEL 24" PAST
<--j ~ ~ 1 r EDc:s.ES, ALL SIDES
( 1 f ~ 6LOCKOUT OF 6LOC,KOUT,
~ ~ 61-01 MAX
I _ I
f1=-~- -=-T-=-~' -
~_I
I
+-
I
~<<!<~~~~~~~~
I
F--VERT. Y'iALL
STEEL
---
I / FOOTER
~
I
I
-t--
I
8 WINDOW BLOCKOUT DETAIL
NOT TO Sc.ALE
Y'4ALL STEEL, CONTINUOUS
,6EHIND POC,KET
L . 4...... LL'" '.'4 ~'j
i'.:4'~: -'~~~~';'J -:4:'~
I~:,'~ :~,"/.." 4.... ~../
,~v /
#4/6-012" FROM - ADJUST Y'iIDTH AND
INSIDE FACE HEIGHT OF BEAM
POCKET FOR STEEL
FRONT VIEW BEAtvt DIMENSIONS
.- TIE TO Y'4ALL
STEEL
/
-I ~"
~ALL STEEL -------.. I
~ *
#4/bO 211 FROM'; STEEL ~-6EAM
INSIDE FAC,E ~ ~
'</."o"Y. 7
~ ....~.~ 6EAM POC,KET
:: :. 4" DEEPj MIN.
. .;'4 SEAM BEARINcS 3.5"
8" REINF. GONG. //
FOUNDATION Y'tALL jI
SIDE VIEW
o BEAM POCKET DETAIL
t/--- PIPE COLUMN -- SIZE PER
ENcSINEER. 9" MIN DIA.
SLEEVE OR BASE PLATE ~ITH
MIN TY'tO 1/411 STUDS 4" INTO
CONCRETE TO ANCHOR.
-ALTERNATE POSITION
OF SLAB
I
)4. .. . 4 . ~. I
? [4. 4 X
'---l. . <l
I I
SIZE PER
PLAN
1
4.)
I
e PAD DETAIL
NOT TO SCALE
e. IF ViALL HEIGHTS EXC.EED 10 FEET OR IF UNFORESEEN
CONDITIONS ARISE, CONTACT ENGINEER.
q. PADS 18" SQ THRU 2:2" SQ ARE 1.5" THIC-K,
PADS .24" SG THRU 94" SQ ARE Q.5" THICK AND
PADS 96" SQ THRU 54" sa ARE 11.5" THICK.
SEE DETAIL SHEET FOR ADDITIONAL INFORMATION.
10. BLOC.K-OUTS FOR BEAM POC.KETS AND DOORYiAYS ARE REQUIRED.
SEE ARCHITEe-TURAL DRAY'tINGS FOR LOCATION AND SIZE.
110 VERIFY ALL DIMENSIONS AND LOCATIONS OF PADS
PRIOR TO SETTING FORMS.
12. THIS FOUNDATION HAS BEEN DESIGNED TO RESIST LATERAL
LOADS !tiITHOUT THE AID OF FLOOR FRAMING. SEE DETAIL
SHEET fOR INFORMATION ON CRIPPLE ~A1...LS.
19. A TOTAL OF (9) .2x4 OR (4) 2xb SILL PLATES MAY BE USED,
THE TOTAL NUMBER OF PLATES INCLUDES THE MUDSILL.
DE516N: 21000 PSF (GE66)
L.EN6TH
I NOTES:
I __ STEFDOY'tNS IN EXCESS OF 2 FT UP TO 4 FT MUST
HAVE RETURN LENGTH OF 2 FTi 5TEPDOY'!NS IN
EXCESS OF 4 FT MUST HAVE 4 FT RETURN LENGTH.
:
I
I
~I
- !ll
- H~
I I ~ I rADDED #5 BAR 9611 LONG AT C.ORNERS
i - - -t-L 1 =:~-
i i 1__ i ~ ~~ i _
1 t t ~jt--
I 1 1 1 X <( I ~ I I
I _ ~ --t- ~ --~ ~-t- "" J - -I
I I 1 I I =,-r~
~ ~I _11--
7~/X//V~i''''' '~~/V/V/V>"'7~/V,^ v"
/" / /, ,.. /, / -<,/ /, /~"<!<"V /
~~~ I I
- HALL HEI5HTS AND STEPDOHNS ~'^ V" /
TO 6E FIELD DETERMINED. "<!<",,V / +- _1_ ~
- FOOTERS MAY NOT BE REQUIRED. '/0%[ I
REFER TO FOUNDATION PLAN '/A"/>>.'\./i>.:/>>''\./>>':/>>''\./
~~~~~'0<<<<0(~
"",,- i''''\: ),"-. ' ,," i'
18"
o WALL STEP DOWN DETAIL ~
V NOT TO SCALE FOR FOOTER STEPDO~N
2411 BEND OVERLAP AROUND CORNERS
AND 1811 OVERLAP FOR SPLICES
---I
- -
I
---I
~
-~,. - 12" STUB OUTS@481IO.C-.
TIE TO VERT. Y'tALL STEEL.
"4 OR PROVIDE 9-1/2" ~IDE
./ BY 1-1/2" DEEP KEY~AY.
-/ '4 . 'I~~ ~FND V'iALL
~. :..
/~., .: : V EXPAN510N
OPTIONAL ,(~"~'I, MATERIAL I
KEYI"IAY ~"/" ""'.' <l . ")
~ "Y -..:1 ,".''" : .,. ,
~/~:~dl I
'/ ~ = -l lAL TERNATE POSITION
PLAN OF SLAB
FOR l^lALL
HEIGHTS
EXTEND BELOY't GRADE *
ON THE LO~ SIDE
61-0" TO 11-1111
81-0" TO 101-011
-:--r\-~
'..4V ,~
12"
2411
~
~
~
FND V'lALL
" .'
A< .'4~. . {GRADE ON
/N LO~ SIDE
~<..4' 4'.'
~"'~ '.' ~'%>~>0l
" A'Z . . ,/ ^~ /("-
OPTIONAL~"A"" "A'. ~">-.
KEYI"IA Y -('\(4. 0-
/A';') . ~ :- '/~
~<) . . ~~ 4 . ..7 "
'/>> ~. .' "4: \.,
/ /'\ ...,. . --:
~' " ~,"'~'>.~'\. '\...-:-" "
SIZE
PER
PlAN
f;;\ FOOTER DETAIL
V SLAB PLAC-ED PRIOR TO
BAC-KFILLING ~ALL
(I F FOOTER
15 REGUIRED)
(2) FOOTER DETAIL
IF LATERAL RESTRAINT (FLOOR SLAB) *
15 NOT PRESENT AT BOTTOM OF Y'4ALL
PRIOR TO BAC.KFILL.
NORMAL
Y'!ALL RE I NF .
-::f' jFLOOR .JOIST
A KNEE V'iALL IS u~ V f
CONSIDERED ANY ^
FRAMING ON TOP Of THE
fOUNDATION V'iALL SUCH ~ I
THAT THE FLOOR JOIST 71/211 DIA xlO"
DO NOT REST DIRECTLY ANC.HOR BOLTS
ON THE SILL PLATES.(9 -1~ @ 48" O.C. AND
51 LL PLATES MAX.) J.^.! I TH I N 12 II OF
_ PLATE ENDS.
.
/~(^,~~,(0< ~. . ~~ ---- ...:
~~>>~, . .' ...--PLAGE TV'iO
~~~. .~: ADDITIONAL
~. #4/60 AT TOP Of
..~ 4: ~. ~ALL, 211 OF
~ 4':,: INTERIOR FACE.
..,
. ~ 4.' %
1:
..'A' c-..
..... -
~
. -. '. ~(B) #4/60
--~
o LINTEL DETAIL
NOT TO Sc.ALE
~
o KNEE WALL DETAIL
NOT TO Sc.ALE
-1r___
- FRAMED
~ALL
FRAMED J.^.!ALL
~~
:O!1
l
r 411 c.ONC..
SLAB
~ .. 4:,:-' .;" '. ~
/
71/211 DIA.xIO"
ANc.HOR BOL T5
@ 48" O.G. AND
~ ~ FINI5HED ~ ~ITHIN 12" OF
f cSRADE- PLATE ENDS.
-
. . ~ - (2) #5/60
T tV ~ '." T9P 4 BOTTOM
~~, _ 2 FROM ED5ES
~'~~ 4..," \
'/~'\% . ". \
~ ~~ ,~'." LpLAGE TY'lO
<? 1211 STUB OUTS @ /~ ':.., ADDITIONAL #4/60
~ 48" O.C. TIE TO ~ .' ..A :. AT TOP OF ~ALL, 2"
VERT. V'iALL STEEL ~ ~~. . Of INTERIOR fAGE.
OR PROVIDE 3-1/211 . 4
V'4IDE BY 1"'1/211 ..,'. .
DEEP KEY~AY.
~
FINISHED ~
cSF<.ADE tL ~.
"'<(~~%); "..,.
.~~~\.'~.
>%c~ .. .
'~'4 .
"-/~. . .
" ..,.
, 4.
(2) #5/60
TOP t
BOTTOM.
.211 FROM
ED6ES.
~~
"!-~
~~
. 4 ~
',.i'.j
..' ..,'~:
'4. '''4 :44.. . "1
SIZE PER
FND PLAN
BAC-K FILL BOTH SIDES OF
FROST ~ALL AT SAME TIME.
.,'~ : . A " :. 2
~:' ...' '.'1 [ /
I 51ZE PER I 4" C,ONC,RETE
FNO PLAN. SLAB,
o FROST WALL DEl AIL
NOT TO SCALE
o ~~~~~~:VALL DETAIL
-!:!- 11: - -r
-- -I ~ HORIZ. Y'1J.L
STEEL 1
t-1--
-1-
-r-I- -
---~-1
I I I I I
I I 6LOC,KOUT I I
---l 6'-c"MAX r-- t ...1..
1- I I I/VERT. I"I~
STEEL I
I -J 2-#5/60 BARS 911 ~ +-
FROM FACE OF
- BLOCKOUT. EXTENC
STEEL 2411 PAST
I I EDGES, ALL SIDES I I I
I d OF 6LOC,KO~ _~ /~ V~ +
t>~'>> % v /J
~'0~ I 1 1 I ~ ~"v../
//~~ ~ ! 2 _ _! ~~<< 7
--
OOTER
f;;\ DOOR BLOCKOUT DETAIL
v NOT TO SGALE
z
1:
~J
-J'-
~POST - 4x4 MIN;
C.ONNECT TO PIER
Y'(/ SIMPSON
C-OLUMN BASE PLATE
OR EQUIVALENTi
ANc.HOR TO PIER
V'i/ TY'40 5/16"
SOL TS tvtlN 4"
INTO CONCRETE
OR EQUIVALENT
1
~~~
L
%
1:
~
r:r. -~~
'7~'Y';.1'.: .~
F~ ",4'" <<
~ .... 4" "',
(( ..</-' 4-.. ~,
" "< '. ""',
,y" . ~'." /'\.
'Z f'~"1 <<,
SIZE Fat
FND PLAN
f;;\ PIER DETAIL
V NOT TO SC.ALE
CONCRETE WALLS TO 10 FT HIGH
STANDARD REINFORCEMENT DETAILS
J ,FLOOR .JOIST
~ ~
:oI<:'T"""'ll I
FINISHED :.~.~ -(2) **5/60
cSRADE . ." .' TOP ~ BOTTOM
.~~~~~ .4: ~ 211 FROM ED5E5
~~\~.' .'
.,~~~ q'.1 "--1/2" DIA.xIO"
7~~ . AJ ..
~~:.. ANc.HOR BOLTS
~~ . .... A @ 4811 O.G. AND
...~ ,":.. ~ITHIN 12" OF
~ .. PLATE ENDS.
~;~~~~~~~~~ ) .~..II~,
fACE Of ~ALL.
::: Z
\O:fl
~
b
-'
9
~. I :.
'. il~~ HORIZONTAL
.'4" REINFORCMENT
#4/60 @ 18" O.C.
~. MAX
~ .'
"~ :1'
'..: ~.
'. .
: .4, I..
r-VERTICAL
...,,4.. :. REINFORGMENT
" '4' ~ #4/60 @ 18" O.C-.
. <l" MAX
.. I...
. . '.~. -4" C,ONC,RETE
. q, /. SLAB.
4.
. . "1 .
.' . :I~~
~'r q. '. '2
1.4 : ..A .tJ:' .' ~.: . 1
. '. . . '9
I ~ZE PER I
FNr> PLAN
1211 STUB OUTS @
4811 O.C. TIE TO
VERT. ~ALL STEEL
OR PR.OVIDE 3-1/211
~IDE BY 1-1/2"
DEEP KEYHA Y.
- it'!ALL HEI6HTS AND STEPDO~NS
TO BE FIELD DETERMINED.
- FOOTERS MAY NOT BE REQUIRED.
REFER TO FOUNDATION PLAN
0) ~~~;I~~~~~
2411 SEND OVERLAP
AROUND CORNERS . . ..... .'
AND 1811 OVERLAP II .',' ~
.. .
FOR SPLICES . :'t: .
. "~ ,",
~ . .<: ~:. >..
~~* 'a
:"J'
: .
, . ..
:' :'A
... .
.' .... l*
, . :c. .
, . iii . ': ~I~. ..... '''4~ .
f=:/N/SHl:o
SR.AOC
.;....i~
.. .
.' '"
~.
y'
':." .
. ....
.. ',:,
.. .
"" :
;~..'"
oJ :
CORNERS SHALL HAVE A MINIMUM RETURN
OF 2411 ~ITH STEP DO~N5 UP TO 4811.
5TEP DOV'!N5 UP TO 81-0" REGUIRE 4811 RETURNS.
1011-0" STEP DO~NS REQUIRE 12" RETURNS.
f;\ CORNER WALL DETAIL
V NOT TO SCALE
TIMBER WINDOW WELL
NOTES (IF USED)
- SPIKE COURSES T05ETHER Y'\ITH #4 or #5
REBAR THROU5H PRE DRILLED HOLES. @ 2411
O.C. AND 611 fROM ENDS. MIN 10" LONG.
- ALL TIMBERS TO BE REDYiOOD OR PRESSURE
TREA TED.
FOR V'iINDO~ J^ELLS LESS THAN 41-011 DEEP
4"x411 TIMBERS MAY BE USED.
-PROVIDE PERMANENT LADDER FOR ALL
~INDO~ ~LLS DEEPER THAN 44".
:...
-6Ix6"TIMBERS (or 5REArER)
~INDO~ V'iELL
...........- S T A5G1ER LA Y OUT @
/" CORNERS
BET~EN EACH COURSE
~~
~i:
. ~~
~
iy
(s.)
,. ____ 4"x411 POST ATTATCHED
..---- --- TO
'11 FOUNDATION ~ITH
4' 1--~1I0X 811 V'4EDG1E
~ :;I~ ANCHORS @ 12" O.G.
'", I
PLAN YEW
~.' ..
,. '.
%
.......
.v ___
~
~
j
en
,/'.
;
:.. .,
..:
"/ ,,~'
II MIN
SET BACK
PER GOUR5E
SECTION VIEW
o WINDOW WELL DETAIL
--rJ"- --
\
~
\
1-= / FLOOR .JOIST
rHORIZ. REINFORCMENT
/ i #4/60 @ 18" O.C.
~ r TIE TO Y'1ALL STEEL
11J' FINI5HED cSRADE
'.' :: <<'(~//X/k~~Y ---
. . \0-~)." "^~""," = .
~.. . .,' ~0' !:! ~
<l ;/};r :I: tnl
\ .., ~~' t
POol I ,...-, . · - --r-- L ~
i · I Lal6~ PER PLAN I
I I I
~- - ---+-- -+-- ---+-
I I 1
I ~.
I
'J.
I
~
1
.'1 ~'.
':I~':
~ : I ..d
J~-
:-r..' .~
. I~'. .
..,
~,.,::. - +
\ I" ~ . .... ~ 4: I ~ \
.' .4:' . ~
LVERT. REINFORCEMENT
#4/60 @ 1811 O.e..
Y'!/ 411 HOOK INTO
FOOTER
411 CONCRETE SLAB
I
.~
---L _ ----1
I I
~ --.J
I ~ZE PER I
FND PL.AN
SIZE PER PLAN.-
f;\ BUTTRESS WALL DETAIL
\!:J EXTERIOR APPLlc.ATION SHO~N
*NOTE- BUTTRESS MAY BE INSTALLED ON THE INTERIOR., IF INSTALLED ON
THE INTERIOR THE HEIGHT OF THE BUTTRESS MUST EQUAL THE HEIGHT OF
THE FOUNDATION WALL, OR BE V'iITHIN 1211 BELO~ FLOOR. JOISTS,
HHICHEVER IS LESS.
1
~
~
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~
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~ ~
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THESE PLANS ARE COPYJIf</TEO :2002
BY COLORAJ:)O EN61NEERIN6 $
GEOTECHNICAL GROIJP, INC (CE66).
ALL R/6HTS RESER.VEO. ANY SALE,
REPROOUCTION, CREATION OF
OERIV A rIVE Y'/ORI<.S BASED ON THESE
PLANS, OR USE OF THESE PLANS FOR
ANY P/.JR.POSE rYlTHOUT PROPER.
COf-1PENSA TION TO ANO THE EXPRESS
riRlTTEN CONSENT Of CEGG, IS
STRICTL Y PROHIBITEO.
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A
~ROJECT NO.: 061-0116
SCALE: NOT TO SCALE
DA TE: 24 MARCH 2003
DRA~N BY: SM
REVIE~D BY:
APPROVED BY:
fREV/SED.
17
~
~
~
A
-::.J1'
~
rF-2
~
SPECIFICA TIONS
$ DETAILS
FINAL DRAINAGE REPORT
FOR
4501 HOYT STREET
IN
WHEA T RIDGE, COLORADO
Prepared by
Ed Jennings PE & PLS
PO Box 200662
Denver, Co. 80220
(303)388-1867 (303)320-1987 FAX
I hereby certify that this Drainage Report and Plan was prepared by me in accordance with the
~_ . ., . age Design and Technical Criteria for the owners thereof. I
Ie:; TY dJ:tW~t~~~U5~~ Ridge does not and will not assume liability for drainage
F'UBLlCWORKS, Ef\lGii'JEERiNG
Ap.[:n:Jo)!'::n r-:OR-
r (ll . .. ""'".' .... ~ . ~
/ DFiAIN/-I.C;~~S~DEVVALK !
.
.'.~URrl 8,. ,,:Jrr:n 3:1+-,";;:1 I'
: /; j"llSCL' ;j\~,:;()u::,~. LJ PL.J\"
f :',~MHr;_..E'~.~!.~,:'.~o..s/o.J_._l
..~~.~~_._-_.__.- !
_::4..j..::l~__ .dt.d(J3:'
CiVIL E~JGINET:Fl OX: t:
SUBJECT TO FiELD INSPECTIONS
zj(/
File No: DR103110
/Jl'r;/ ;')j Z"co3
ern:'
n!1 PUBUC ~,~ ,\S
r'.'~'- / j
...,,: .'.~ ............,:/. t?'1 tL~......
I; 2CEN::D ...~/z. '1 / o.~..~
i t\~ij~t;.
~.~..-~-,._~.~---
.,
-.~.~.."""'I'
V.
VI.
CONTENTS
Section
Page
I.
INTRODUCTION
1
A. Site Description
B. Proposed Project Description
C. Relevant Flood Hazard and Drainage Studies
II.
HISTORIC DRAINAGE DISCUSSION
2
A. Major Basin Description
B. Sub-Basin Description
III.
PROPOSED DRAINAGE SYSTEM DISCUSSION
3
A. Criteria
B. Runoff
C. Detention
D. Erosion Protection
IV.
CONCLUSIONS
6
A. Impact
B. Compliance with Criteria
REFERENCES
7
APPENDICES
8
A. Equations
B. Mise Graphs, Charts, & Tables
C. Hydrologic Computations
D. Hydraulic Computations
E. Vicinity Map
F. Site Drainage Plan (folded)
I. INTRODUCTION
A. Site Description
The subject property lies within the NW 1/4 of Section 22, Township 3 South, Range 69 West of
the 6th P.M., City of Wheat Ridge, County of Jefferson, State of Colorado. The property is
described with a metes and bounds description. The address is 4501 Hoyt Street.
The property is bounded on the North and West by single family residential sites, on the East by
Hoyt Street, and on the South by an equipment rental site.
This property contains 0.32 acres.
There are no existing improvements on this property.
The site slopes Southerly at a typical grade of approximately 2 percent. The ground surface is
partially bare with some weeds and native grasses. There are no trees or shrubs.
According to the Soils Survey prepared by the Soil Conservation Service, U.S. Department of
Agriculture (see VII. REFERENCES for citation), the soils on this site consist of "Loveland
Variant gravely sandy loam". It has a slow permeability and the erosion and blowing hazards are
slight. The shrink/swell potential is also low. This soil is classified in Hydrologic Group C.
There are no irrigation ditches on or nearby the subject property.
Except for along the frontage of this subject site, both Hoyt Street and West 45th Avenue are
fully developed streets with curbs, gutters and attached walks. The curb. gutter. and walk for
Hoyt Street consists of a mountable type curb with 4 foot walk. The curb, gutter, and walk for
West 45th Avenue is a 6 inch vertical curb with 4 foot attached walk. The entire street is paved.
B. Proposed Project Description
It is proposed to construct an residential duplex building having a ground coverage of
approximately 2,000 square feet including the garages. Additionally, curb, gutter, and attached
sidewalk will be constructed along the property's frontage with Hoyt Street. A right-of-way
dedication is required for Hoyt Street.
Access will be from Hoyt Street via two driveways.
C. Relevant Flood Hazard and Drainage Studies
There are no known drainage studies that include this subject property or adjacent properties.
This property does NOT lie within any known floodplain.
2
II. HISTORIC DRAINAGE DISCUSSION
A. Major Basin Description
The subject site and surrounding area drains generally Easterly, eventually reaching Clear Creek
approximately one-half mile to the East. Existing streets and private developments impede a
direct runoff route.
B. Sub-Basin Description
The subject site drains Southerly onto the adjacent property to the South. The property to the
West drains Easterly onto the subject property. Except for a small area adjacent to the North
property line of the subject site, the residential property to the North drains East to Hoyt Street.
3
III. PROPOSED DRAINAGE SYSTEM DISCUSSION
A. Criteria
Drainage calculations have been made in accordance with the City of Wheat Ridge's Drainage
Requirements (see VI. REFERENCES for citation).
Storm intensities are taken from a Table prepared from equations provided by Wheat Ridge's
Engineering Staff.
Due to the small size of the drainage basins, the "Rational Method" is used for calculating the
storm runoff rates (see VII. APPENDICES, "Equations").
Storm runoff rates are calculated for the 5 and 1 00 year storm retum periods.
Composite runoff coefficients. where applicable, have been calculated using values from Urban
Drainage and Flood Control District's Criteria Manual (see VI REFERENCES for citation).
The soil type for this property is classified as hydrologic group "CO (see I. GENERAL
LOCATION AND DESCRIPTION, "Site Description"). Runoff coefficients for "clayey" type soils
are used in the "Rational Method" equation for calculation of storm runoff rates from
undeveloped and landscaped areas.
The "times of storm concentration". for determination of the "storm intensity", are calculated
using equations contained within Urban Drainage and Flood Control District's Criteria Manual
(see VI REFERENCES for citation and VII. APPENDICES, "Equations"). The "times of storm
concentration" at design points are separately calculated to permit addition of all contributing
drainage basins.
4
B. Runoff
Runoff calculations for this site are provided for tributary basins, historic basins, and developed
basins for proposed conditions
Tributary basins
There are two drainage basins tributary to the subject site. These basins are designated as
basins T1 and T2.
Basin T1 consists of most of the residential properties lying to the West, extending almost to
Independence Avenue, and a small portion of the rear yard of the residential property lying to the
North and contains approximately 0.30 acres. This basin drains by sheet flow onto the West and
Northwest portions of the subject site. The runoff rates for this basin are calculated to be 0.51
cfs and 1.27 cfs for the 5 and 100 year storm return periods respectively.
Basin T2 consists of a small portion of the side and front yards and a portion of the roof of the
single family residence adjacent to the North and contains approximately 0.03 acres. This basin
drains by sheet flow onto the Northeast portion of the subject site. The runoff rates for this basin
are calculated to be 0.06 cfs and 0.15 cfs for the 5 and 100 year storm return periods
respectively.
Historic Basins
Basin H1 consists of the entire property and contains 0.32 acres. The runoff from this basin
drains South by sheet flow onto the adjacent property to the South. It is possible that this
adjacent property does not have a satisfactory drainage situation and that no outlet for this runoff
exists. The runoff rates for this basin are calculated to be 0.18 cfs and 1.13 cfs for the 5 and 100
year storm return periods respectively.
Design Points (historic conditions)
Runoff calculations are provided for a single design point designated as design point A.
Design point A is located across the South property line on the adjacent property to the South.
Basins T1. T2, and H1. containing a total of 0.65 acres, contribute storm runoff to this point. It is
possible that this adjacent property does not have a satisfactory drainage situation and that no
outlet for this runoff exists. The runoff rates at this design point are calculated to be 0.72 cfs and
2.44 cfs for the 5 and 100 year storm return periods respectively.
Developed Basins
Basin 01 consists of the West portion of the sUbject property and contains 0.16 acres. Tributary
basin T1 contributes storm runoff to this basin. The runoff from this basin flows South. mostly in
a broad swale, onto the adjacent property to the South near the Southwest property corner of the
subject site. It is possible that this adjacent property does not have a satisfactory drainage
situation and that no outlet for this runoff exists. The runoff rates for this basin are calculated to
be 0.15 cfs and 0.62 cfs for the 5 and 100 year storm return periods respectively.
Basin D2 consists of the East portion of the SUbject property and contains 0.16 acres. Tributary
basin T2 contributes storm runoff to this basin. This basin drains East. mostly by sheet flow. to
the West flowline of Hoyt Street. The runoff rates for this basin are calculated to be 0.26 cfs and
0.77 cfs for the 5 and 100 year storm return periods respectively.
Design Points (developed conditions)
Runoff calculations are provided for two design points designated as design points A and B.
Design point A is located across the South property line on the adjacent property to the South.
Basins T1 and D1, containing a total of 0.46 acres. contribute storm runoff to this point. It is
possible that this adjacent property does not have a satisfactory drainage situation and that no
5
outlet lor this runoff exists. The runoff rates at this design point are calculated to be 0.64 cIs and
1.83 cfs for the 5 and 100 year storm retum periods respectively.
Design point B is located in the West flowline of Hoyt Street. Basins T2 and D2, containing a
total of 0.19 acres. contribute storm runoff to this point. The runoff rates at this design point are
calculated to be 0.32 cfs and 0.90 cfs for the 5 and 100 year storm return periods respectively.
c. Detention
There is no storm detention proposed for this project.
D. Erosion Protection
Erosion and sediment transport protection for surrounding properties during construction will be
provided by a silt fence along the East and South property lines. Vehicle tracking control will be
provided allhe exit from this site. These erosion protection items are shown on the included
Drainage and Erosion Control Plan.
6
IV. CONCLUSIONS
A. Impact
Construction of this project will have only a small drainage impact on surrounding properties.
Historic drainage patterns have been closely followed.
The proposed site grading is designed to direct as much of the runoff as possible away from the
adjacent property to the South and toward Hoyt Street. This results in a reduction in the rate of
storm runoff that will reach the property to the South after construction of the proposed
improvements.
Routing is provided across the subject property for storm runoff from adjacent properties.
See 'VII. APPENDICES, "Calculations") for supporting calculations.
B. Compliance with Criteria
It is believed that this drainage plan and study complies with all applicable Drainage Criteria of
the City of Wheat Ridge.
7
V. REFERENCES
Urban Drainage and Flood Control District's "Urban Storm Drainage Criteria Manual", March,
1969 as amended.
City of Wheat Ridge's "Drainage Requirements-General Policy".
U.S. Department of Agriculture, Soil Conservation Service's "Soil Survey of Golden Area.
Colorado".
VI. APPENDICES
A. Equations:
Stonn Water Runoff (-Rational- Method)
Q=CIA
Q = runoff rate (cfs)
C = runoff coefficient
I = storm intensity (in/hr)
A = drainage basin area (ac)
Time of Concentration (for detennination of I)
T= Ti + Tt = 1.8 (1.1 -C5) L1/2/ 51/3 + L' /60v
Max T = (L + L') /180 + 10, for urban development conditions
Max T = 45. for historic undeveloped conditions
Max L = 500 ft
T = time of concentration (min)
Ti = initial or overland flow time (min)
Tt = travel or channel flow time (min)
C5 = runoff coefficient for 5 year storm
L = overland flow length (ft), 500 foot max
5 = overland flow slope (%)
L' = channel flow length (ft)
v = ave velocity of channel flow (fps)
Stonn Detention Pond Volume (Standard Equation Method)
V=43560KA
v = minimum volume (cu-ft)
A = drainage basin area (ac)
For 10 storm return period: K = (0.951 - 1.90) /1000
For 100 storm return period: K = (1.78 I - 0.002"2 - 3.56) /1000
I = imperviousness (%)
Detention Pond Release Rates: (for Standard Equation Method)
Control Frequency
Release Rates
(cfs/ac)
Soil Soil Soil
Group Group Group
A B C&D
0.13 0.23 0.30
0.50 0.85 1.00
10 year
1 00 year
8
9
A. Equations: (Con't)
Detention Pond Volume Calculations (FHA method)
v = summation of (Vin -Vout)' for 5 minute time increments
V = required detention pond volume (cu ft)
Vin = Q (time) 60 = C I A (time) 60 = 60 C A I (time) = K I (time)
Vout = volume released from detention pond (cu ft), This can be calculated in a
number of different ways depending upon the release mechanism
Vin = volume of storm runoff into detention pond (cu ft)
Q = storm runoff rate (cfs)
C = runoff coefficient
I = storm intensity (in/hr)
A = drainage basin area (ac)
time = time interval of rainfall (min), usually 5 min
K=60CA
Open Channel and Pipe Flow Capacities ("Manning's- Equation)
Q = (1.4861 n) A R2/3 81/2
Q = channel or pipe capacity (cfs)
n = 0.013 (for RCP)
n = 0.035 (for grass or natural channels)
n = 0.016 (for streets)
n = 0.017 (for concrete channels)
A = flow crossection area (sq ft)
R = hydraulic radius (R = arealwetted perimeter)
8 = channel or pipe slope (fUft)
Gutter Capacity for 1/2 Street (NIodified "Manning's- Equation)
Q = 0.56 (z 1 n) 81/2 y8/3
Q = gutter capacity (cfs)
z = 1/street cross slope (1/0.02 = 50 typ)
n = 0.017 (for gutter flow)
8 = street slope (ftIft)
y = max flow depth in triangular section (ft)
Note: The value for Y is approximated by multiplying the street cross slope percentage
times the distance from the street crown to the flowline. This value may have to be
reduced to Iim it overtopping of the crown or back of sidewalk or to provide for a "runoff
free" traffic lane.
10
A. Equations: (Con't)
Orifice Flow Capacities
Q = C.A (2 g H)1/2
Q = orifice capacity (ets)
C = 0.60 to 0.65 for circular opening
C = 0.70 for rectangular type "R" inlet opening
A = orifice opening area (sq ft)
g = 32.2
H = height of water surface above center of orifice opening (ft)
Note: This equation is used for type "R" inlet capacities in a sump condition for depths
of flow greater than 1.5 feet.
Horizontal Crested Weir Flow Capacities
Q = C L H3/2
Q = weir capacity (cfs)
C = 3.09 (for type "R" inlets)
C = 3.33 (for broad crested rectangular weirs)
C = 2.90 (for broad crested triangular weirs)
L = crest or opening length (f1)
H = flow depth over crest (f1)
Note: This equation is used for type "R" inlet capacities in a sump condition for depths
of flow up to 1.5 feet.
"V".Notch Weir Flow Capacities
Q = 2.5 tan (R /2) H5/2
Q = weir capacity (cfs)
R = angle of notch @ apex (deg)
H = flow depth over bottom of notch (ft)
11
A. Equations: (Con't)
Culvert Capacities (outlet Control)
H = (1 + Ke + (29 n2 L) / R4/3) v2/ 2g
H = headloss (fl)
T w = tailwater elevation above invert of pipe outlet (fl)
L = pipe length (fl)
S = pipe slope (fUft)
n = "Manning's" roughness coefficient (0.012 for RCP, 0.024 for CMP)
R = hydraulic radius (R = area/welled perimeter)
Ke = entrance loss coefficient
v = velocity (fUsee) (v = Q / A)
g = 32.2
ho = distance from invert of pipe outlet to hydraulic grade line (fl)
ho = (dc + Dia) / 2 or ho = Tw, if Tw > ho
dc = critical depth of flow above invert of pipe outlet (ft)
Q = pipe flow (cfs)
File No: RC1-STP
Date: 9/26/1996
RECOMMENDED RUNOFF COEFFICIENTS AND PERCENT IMPERVIOUS (Table 3-1):
Land Use or Percent Storm Frequency
Surface Characteristics Impervious 2 5 10 100
Business:
Commercial Areas 95 0.87 0.87 0.88 0.89
Neighborhood Areas 70 0.60 0.65 0.70 0.80
Residential:
Single-Family * 0.40 0.45 0.50 0.60
Multi-unit (detached) 50 0.45 0.50 0.60 0.70
Multi-Unit (attached) 70 0.60 0.65 0.70 0.80
1/2 Acre Lot or Larger * 0.30 0.35 0.40 0.60
Apartments 70 0.65 0.70 0.70 0.80
Industrial:
Light Areas 80 0.71 0.72 0.76 0.82
Heavy Areas 90 0.80 0.80 0.85 0.90
Parks & Cemeteries: 7 0.10 0.18 0.25 0.45
Playgrounds: 13 0.15 0.20 0.30 0.50
Schools: 50 0.45 0.50 0.60 0.70
Railroad Yards: 20 0.20 0.25 0.35 0.45
Undeveloped Areas:
Historic Flows, Sandy Soils 2 0.00 0.01 0.05 0.20
Historic Flows, Clayey Soils 2 0.05 0.15 0.25 0.50
Offsite Flows (Undefined Land Use) 45 0.43 0.47 0.55 0.65
Streets:
Paved 100 0.87 0.88 0.90 0.93
Packed Gravel 40 0.40 0.45 0.50 0.60
Drives & Walks: 96 0.87 0.87 0.88 0.89
Roofs: 90 0.80 0.85 0.90 0.90
Lawns:
Sandy Soil 0 0.00 0.01 0.05 0.20
Clayey Soil 0 0.05 0.15 0.25 0.50
* See Figure 2-1 for percent impervious.
Urban Drainage and Flood Control District's "Urban Storm Drainage Criteria Manual", Nov 1, 1990
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File No: C103111
Date: 4/4/2003
COMPOSITE RUNOFF COEFFICIENT "C" CALCULATIONS:
Equation: C = (C1A1 + C2A2 + ...)/(A1 + A2 + ...)
Basin Ground Area C C C
or Coveraqe (ac) 5 yr 10 yr 100 yr
Des PI
TRIBUTARY BASINS (HISTORIC AND DEVELOPED CONDITIONS):
T1 Single Family 0.30 0.450 0.500 0.600
TOTAL 0.30 0.450 0.500 0.600
T2 Single Family 0.03 0.450 0.500 0.600
TOTAL 0.03 0.450 0.500 0.600
HISTORIC BASINS (HISTORIC CONDITIONS):
H1 Undeveloped 0.32 0.150 0.250 0.500
TOTAL 0.32 0.150 0.250 0.500
DESIGN POINTS (HISTORIC CONDITIONS):
A T1 0.30 0.450 0.500 0.600
T2 0.03 0.450 0.500 0.600
H1 0.32 0.150 0.250 0.500
TOTAL 0.65 0.302 0.377 0.551
B no runoff reaches this design point
File No: C103111
Dale: 4/4/2003
COMPOSITE RUNOFF COEFFICIENT "C" CALCULATIONS (Con't):
Basin Ground Area C C C
or Coveraqe (ae) 5 yr 10 yr 100 yr
Des PI
DEVELOPED BASINS (DEVELOPED CONDITIONS):
D1 Roofs 0.02 0.850 0.900 0.900
Asphalt/Cone 0.00 0.880 0.900 0.930
Landscaped 0.14 0.150 0.250 0.500
TOTAL 0.16 0.238 0.331 0.550
D2 Roofs 0.03 0.850 0.900 0.900
Asphalt/Cone 0.03 0.880 0.900 0.930
Landscaped 0.10 0.150 0.250 0.500
TOTAL 0.16 0.418 0.494 0.656
DESIGN POINTS (DEVELOPED CONDITIONS):
A T1 0.30 0.450 0.500 0.600
D1 0.16 0.238 0.331 0.550
TOTAL 0.46 0.376 0.441 0.583
B
T2
D2
0.03
0.16
0.450
0.418
0.500
0.494
0.600
0.656
TOTAL
0.19
0.423
0.495
0.647
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File No: 0103111
Date: 4/4/2003
RUNOFF "Q" CALCULATIONS:
Equation: 0 = CIA
5 YEAR STORM
Basin or A T "c" I 0
Design Point ac min in/hr cfs
TRIBUTARY BASINS (HISTORIC AND DEVELOPED CONDITIONS):
T1 0.30 11 0.450 3.81 0.51
T2 0.03 7 0.450 4.49 0.06
HISTORIC BASINS (HISTORIC CONDITIONS):
H1 0.32 11 0.150 3.81 0.18
DESIGN POINTS (HISTORIC CONDITIONS):
A 0.65 12 0.302 3.68 0.72
B no runoff reaches this design point
DEVELOPED BASINS (DEVELOPED CONDITIONS):
D1 0.16 11 0.238 3.81 0.15
D2 0.16 10 0.418 3.96 0.26
DESIGN POINTS (DEVELOPED CONDITIONS):
A
0.46
12
0.376
3.68
0.64
B
0.19
10
0.423
3.96
0.32
FileNo: 0103111
Date: 4/4/2003
RUNOFF "Q" CALCULATIONS:
Basin or A T "e" 1 0
Design Point ac min in/hr cfs
100 YEAR STORM
TRIBUTARY BASINS (HISTORIC AND DEVELOPED CONDmONS):
T1 0.30 11 0.600 7.06 1.27
T2 0.03 7 0.600 8.32 0.15
HISTORIC BASINS (HISTORIC CONDmONS):
H1 0.32 11 0.500 7.06 1.13
DESIGN POINTS (HISTORIC CONDITIONS):
A 0.65 12 0.551 6.81 2.44
B no runoff reaches this design point
DEVELOPED BASINS (DEVELOPED CONDITIONS):
01 0.16 11 0.550 7.06 0.62
02 0.16 10 0.656 7.33 0.77
DESIGN POINTS (DEVELOPED CONDITIONS):
A 0.46 12 0.583 6.81 1.83
B 0.19 10 0.647 7.33 0.90
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~ I k..9S xO): Ll <J + II \\ /0)0 r\ D.~ IGUTTER AND WALK
-, '..9 I 1\ ~~. ) \) D 1\ *\ 96.58 :K96.59
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1 ! ~ ~ ~ <J4 _____ <J \ '~ \\
I I """""-----98 OT I \ . I =t: \
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1 l ~ 97.7i:..----------------_____ \ ~ ~-IO) X--""
1 97 ~ _ 10 <<! \
I O)<r;~ + 95.5 tJ~ 96 ~ 1 tJ~ 95 _ _ - - - t)t.?> "- "- "- \ 10- 96.58
~-_______L.:l/'___________ yO) yO) _ _ - - - - xO) '- / ~_ "-~__ (I) ~
~ ~ ------------N8a:sr41-WT51:62'--------------------T--~20roPOF\PiN'" .. Ll \ EXISTING 6" VERTICAL CURB, GUTTER & WALK]
~ ~ I ~ \ ~ ~ I 96.45 tEXISTING CURB CUT
DEVELOPED HISTORIC .:;... TO BE DEDICATED ~ ~ ~ .~~ -* - - -Ll- - - - - - - - -to%- :r _ _ ~ _ ~
~ B FOR HOYT STREET ~~~,'~_ -.x-9~~ -4- _ _ _~9<J6.1~ _ _ _..._ _ #6.0lL __
I · ,,""~~ Ll".:1 4 Ll <1 / <J
o I~ ~~~ _<J__ ~_ _5!.- _ _~ _ _::.-_ -L<L- -= _.___
MH
95.30 RIM
N UNE. LOT A. BLOCK 18
JUCHEM'S GARDEN PLACE
~ -------:::=
INTERSTATE 70
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SITE
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. 2' -3W 6 1/2" BOND BREAKER HERE
SUBGRADE COMPACTED TO 95% WHEN ABUTIING CONCRETE
MAX DENSITY PER AASHTO T -99
tT1\
~
MOUNTABLE CURB WITH SIDEWALK (MS4) SECTION
NO SCALE
~~
NOTES:
TYPE MS IS THE SAME STANDARD AS COOT TYPE 2. SECTION MS.
CONTRACTION JOINTS REQUIRED EVERY 10 FEET MINIMUM.
THIS STANDARD IS NOT THE CITY STANDARD FOR NEW CONSTRUCTION.
IT IS USED TO MATCH EXISTING CONDITIONS.
~~
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45TH AVE
1-.2..'-0" -111_ ·
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COMPACT SUBGRADE ~ j1[4"
TO 95% MAX DENSITY -/ 1 1/2" - BOND BREAKER HERE
PER AASHTO T-99 1-.--2'-3" (IF DRIVEWAY ABUTS CONCRETE)
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JOINT
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JOINT
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MOUNTABLE CURB WITH ORIVECUT (MO)'Y
MONOLITHICALL Y PLACED
NO SCALE
CONTRACTION
JOINT (TYP)
EXISTING SINGLE STORY WOOD BUILDING
It
STORM RUNOFF SUMMARY TABLE
5 Year Storm 100 Year Storm
BASIN OR A T C I Q C I Q
DESIGN POINT ac min in/hr efs in/hr cfs
J
~
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I'\..-..~?i ~' 4(11v
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6" MIN ~V I
1 1/2" TO 3" ROCK ' f!.I
ON 1/2" TO 3/4" FILTER LAYER V
A-A
NO SCALE
~\ /j ~ ;.;:::'~, (<'; ,k;'~
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NOTES:
CONTRACTION JOINTS REQUIRED IN DRIVECUT AT 0 C'T ~AAV ,LJlU- IN::'
DRIVECUTS SHALL BE MONOLITHICALLY POURED '~(:~:t,~. ;-
MD AND MD4 ARE NOT THE CllY STANDARD FOR ~fi~ __ _
MAY BE REQUIRED TO MATCH EXISTING CONon IUN
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- PROPOSED
BLDG
MATCH EXIST
GRADE""\ 1(98.0 TOF
'T:=T1T:: - - ~ y.. ....
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. ,0
SI[)EV\!
~::~) ~ f<'K t:. 'f
TRIBUTARY BASINS:
T1 0.30 11 0.450 3.81 0.51 0.600 7.06
T2 0.03 7 0.450 4.49 0.06 0.600 8.32
HISTORIC BASINS:
H1 0.32 11 0.150 3.81 0.18 0.500 7.06
DESIGN POINTS (HISTORIC CONDITIONS):
A 0.65 12 0.302 3.68 0.72 0.551 6.81
B NO RUNOFF REACHES THIS DEe IGN POINT
DEVELOPED BASINS:
D1 0.16 11 0.238 3.81 0.15 0.550 7.06
D2 0.16 10 0.418 3.96 0.26 0.656 7.33
DESIGN POINTS (DEVELOPED CONDITIONS):
A 0.49 12 0.376 3.68 0.64 0.583 6.-ff1
8 0.19 10 0.423 3.96 0.32 0.647 7.33
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12.5'%
1.27
0.15
€9
:-
VEHICLE TRACKING CONTROL
NO SCALE
PROPOSED
BLDG
98.5 TOF \
'I L MATCH EXIST
k( GRADE
:/':1 MAX . _
" -- -- sn=::T
,~ 6" MIN r;- 11-1 11-
NOTES:
1. ALL CONSTRUCTION TO COMPLY WITH THE SPECIFICATIONS OF THE CITY
OF WHEAT RIDGE.
2. HOYT STREET PUBLIC IMPROVEMENTS SHALL BE MAINTAINED BY THE
RESPECTIVE INDIVIDUAL(S) AND/OR COMPANY RESPONSIBLE FOR THE
CONSTRUCTION OF THE PUBLIC AND/OR PRIVATE IMPROVEMENTS IN THIS
PROJECT ON A DAILY BASIS, OR AS NEEDED TO INSURE THAT SAID PUBLIC
STREET IS FREE OF MUD AND OTHER CONSTRUCTION DEBRIS TRACKING
FROM THE SITE. FAILURE TO COMPLY WITH THIS REQUIREMENT WILL
RESULT IN THE ENFORCEMENT OF ARTICLE II, SPECIFIED NUISANCES,
SECTION 15_21 (3) OF THE WHEAT RIDGE CODE OF LAWS.
3. EXISTING SITE ELEVATIONS ARE PROVIDED BY THE OWNER. BENCH
MARK IS TOP OF PIN AT SOUTHEAST PROPERTY CORNER. ELEVATION =
96.20 (ASSUMED DATUM).
4. THIS PLAN IS DESIGNED TO BE ELECTRONICALLY SCALED FOR MISSING
DIMENSIONS, REFER TO SITE PLAN FOR DIMENSIONS AND LOCATIONS OF
PROPOSED IMPROVEMENTS,
5. SPOT ELEVATIONS ARE AT FLOWLINES UNLESS OTHERWISE NOTED,
t;-.:( ~ j')(:::'/";'J
LEGEND:
~ DRAINAGE BASIN DESIGNATION.
~ DRAINAGE BASIN AREA (AC)
~ DESIGN POINT DESIGNATION
~ DRAINAGE BASIN AREA (AC)
____ DRAINAGE PATH
- - - - - - DRAINAGE BASIN BOUNDARY (DEVELOPED)
- 58 - - - EXISTING CONTOUR
56 - PROPOSED CONTOUR
+ 28.5 PROPOSED SPOT ELEVATION
<0
X~~' EXISTING SPOT ELEVATION
X t;\ SILT FENCE
V j};~t 1f:
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1.13
2.44
SET POSTS AT 10' MAX ON CENTER. EXCAVATE 4ttx4tt TRENCH
UPSLOPE ALONG LINE OF POSTS. ATTACH FILTER MATERIAL TO
POSTS AND EXTEND MATERIAL INTO TRENCH. BACKFILL TRENCH.
2"X2" NOMINAL
WOOD POSTS
ff.
a-a
NO SCALE
0.62
0.77
~ I FILTER FABRIC
4ttx4" TRENCH
RUNOFL
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11/17/03 MON 11:54 FAX 303 271 8180
CLERK & RECORDER
Ii!I002
" .-..
IECOTlOllII. Flli!8148
10/11/2000 10.38.48 PG, 001-002
.AGE FEE, 10.00 DOC. FEE I 3.20
RECORDED IN 1EFFERSON COUNTY, COLORADO
riled far rKlIrd the
R:~;O"Na,
o'tlotk fIl.
Oy
RitCllDER
DtPUTY.
"",.f
.....11.
.or
WARRANTY DEED
THlSD!D, Na on this d.y gf 0tc0_t16 ~ooo
Iaetweeh JAMEs sl'BASe AND MAJ.THA 5f'eASE
I)'
of the.
JOHN MAKLOWC
COl.l'llY of JBPP8RSON
IIOd suu of Colon"
, thl Grlntor(a), .InIt
Whon letill iDIre.. ia ~ JUCHI!MS OARD~_ WKBAT ~ CO n
of Ule Cowlt,. of N $';Ito of ollll'llllu
tfleC:;rantMCs):
Wl'TNESS, 'lI.t th lilr.ntol"'CU, fw end fn t_idention,gf tho ~ of ( J32,OOO.OO
....T1\irl)' 1'wl'l11lolJllrond IUIlII 001100..... DOLLARS
tILe r.celpt aI'Id luffillil!llllJ of Nl1;c:h il h.rlby ectnawl-.cl. hu !Ir..tld, tllirgafMCI, sold II'ld conveyecl. end !:PI ,h...
pr..lthtl cia. Il'lItlt, Mrtaln. s.Ll. ~.-ld lXInfi..... \rice the OrlntH(!I), Ill! Illirslrd .SI;II'I!I fCll'tVef. III ~hll
rill pr..rty, t.th", .,lth llllpr......,ts. If l1Ifti. ,ftuat:e, lyil'l!ill Ird betna in rile ClIunw 01
JBPPI!RSOI'<I W'ld SUte of Colorlldo. clMcribecl I" follCIWI::
SB~ EXHIBIT' AW ATIACHBD HEIlRTO AND MAD! A P....T HIRSQIl
I SIola Dacurr.ontaJy F..
!).at.
~ !,,1O
.110 known 01 nreor nl.ftMlr JUCHEMS OARDEN PLACB, WHBAT RIDe!. CO 10033
TOGETHER "I th .ll and sinsulillr ird hericlit8llll1n end lpp.rt-"ICet thereto belonging, er in W'l)'lolin &ppft'Uin1no
II'ld tnl rwerstOtl and r.....nl_. r_in:ltr 1Ir.ct rtIlll1ndef'&, rim., hlllel Ind profits thereof; 10M ell the ntoilte, right
titJe int_t. clli_ end dllllll1d whlUoever Df thlt Grantor(I), l'Ihet in law or a..ity, gf. in i1nd to the abow biir!i'i1If'Cd
prellhes with the hendit~1lI W1d eppurtlfllf'lCn;;
TOiiA~ANDTOHoLD the Slid prtllli,n lIbovc tllrglinecl arv:I -.critled witfl appurllll\ll'lC", WltO the GrillntM(I),
hie l'Il!lirc. and "IJgP'll fON!wr. 'he ~fantor(s). far hi_If, his hltirs 8I'ICI personel r..,rn<<1utives., dae>lI covenant, ,rant,
Dlll'gl!lin, II'Jd Igfee to and "hh the Grll'lteeCl). his heinl Ind assigns, that It the time of thl ensea.lll'll and delivery
at thete presents, hll 15 weU ..-iz.d gf the pN!Ili... Uovl! c:.,.,.".erJ, I'Ias llIooc1. sure, perfeet, Ib$olute and indefeiSitl~e
est.tlt of Intleritanc:lt. lJi law, t" 1M shlpte, en:! hili. raaod riltu, full power .wid lawful lutllarity to !lr~t. UNlltin,
wLl Ind CC1l'N1V the .IM ;n fIIIV'Iltr Ird for-II IS efor..nld, ....d thl~ tta. Ullle are free and clear trtJ:II aU far.r ind ether
",Ints. .lIiN, Ill". lien&, tUtl, UIOSSMnt'l, enc~anees .nd rntrir:tilllls of whatever .ird or nlture soevlr, .
sUIJSCT TO TU05! I!XC!PTIONS RERIIJtZD TO IJrrl TrrLl INSURANCE COMMITMENT NO. B73'I~ ISS'UB'D BY l.AJ'rlD
11ns DUAltANTI!B COMPANY AND axe!.". OBNDAL TAXES AND .uS8S!MENTS fIClR. THE YEA.R 000 AND SUBSEQ1.J'ENT YEARS,
Ii!
~.
i~'
'Ill C;tlP'ltol"c) ",.U Ind will WARWf Ale ~ORiYllt H~iIIll the .t.cw. blIr..inecl pt.-ius in the ~Ict Gfld pe.~ntJlt'
POIliClSIIOr'Iof tn. Gt~C'). IIi. hllrl Ind _alp, ...hllt IU IrId'.vwy perlon Clr pItl'CDftC 1'\Ifl.llLy cllllml1lll th.. l/IIoLe
Of Illy ~ thereof. Till lirlllulll!" nl.IlIbe~ shaLL 'inctWI th.. plUflL, Irw:I the plur..l the lil'9llllr. II'ld the un ll1 .Il1'f Iandlt.r
Ihlll bl! _Uubte to III nnders.
IN WlTNUSwautao' the Gr."tgrCs) hn lIhc:.,ud this dMd on the due ~~ forth above.
a:-~-~~~--
~~..<--
w
is
'"
EUZA8ErH FREDERICK
NOTARY PUBLIC
STATE OF COLORADO
c_
l
ll5,
)
sTATE Of
CountY of AJUPAHOE
The fO~l!Iolng 1r\1t.-....nt WII. ar:knowl.... "for. ,. lIR thl. day of OG'GCIOcr 06.1000
'" J
My eanllslon _It'el .~. t'J02..
WltNl. my liard Il'ld o11te It RIll.
.-
"..
....t n!J MW y Cruted L.. De.Cf pt IIln (
!:GCrDWlll 11738165 .""en hCDrdlel ht\lrn to:
Titl'" 1738163
FOMIII 10. 9J2 III'" 4-9ft. \,/AIl,Uny DI!EO lPhotOlr 10 IKa", lllll)
11/17/03 MON 11:54 FAX 303 271 8180
- - - -'-
.,. .....
CLERK &: RECORDER
llPIPTllIIlIII. F 112''''
RllIlIB1!1: A
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TD.'t' pn'1' 01' TRI Oft BALI' o' LO'1' A~ 8LOCIt 18. J1JCI[IXI. GARnU PLAO. CQUII'n Qr
JIInIDSOB. S'l'A'ft 01' c:oL01lJd)Q, LOT A sltIIQ ALSO tJDI, taIT UoIoF OJ' 8AJ:D .t.O~1t U.
IIO'RB pAIl1"!CULARLY nlSCRnm ~S IJ:GtlltlDfG "..I A 'OIIIT ON TIUI nsT LnIIil or SAI:D
DS'1' JUaLF 01' LQT A 1'0 ...., SOVTR8IlLY ,ROX 'l1IJl MOR.'l'IlWI9'f CORRa OF SAID BAST
IALrl at1lIJmICI TR:DtCB 80tnB ALC>>IG 'l.'1li: WESt' LID or SAUl &AS'1' HALt or LOT A
107."" nll'fp 'flll1ICIi DS'f'I:aloY on 1IUlCDJ.I:D ,J:I'TY ruT MO." Oil LBSS to A PDDIT Olf
1'HB EAST L:Da: or lAID LOT '1'II1t.T LIBS 218.] 3 :nn SOU'I'B 0' US HOR"1'II&A!lT CORNJ:R
DmICI HOI'1'& ALONG SAID EAST t.In 13.89 PDT TO rrs IJITBRSEC'X'IOIf ta':R A CURVE
0' SJ:VBII'l'Y .,DOT UElIUS ~ 1IDf'B't1' DBGIlSIi CZIItIlAL NlGLBJ TIIZl'fCI RCR.'l'IIWES'RIlLY
ALOlfG SAUl euavz n .:n ''D'1' TO %'l'S POIIIT 01' 'faxamrcr 1fI'l'Il A LIP 'tR:IJl1'Y DaT
WEST OJ' '1111 auT LDm or t.O'1' A um Olf 1'R1: 1011S"1' LItd QJ' BOn Sftaft; TDNCB
woam ...LOW lAID lKItDf1)ARY L:nm. TIIIIlTY-SEVDI FP'f MOD 0.. LESS TO Tn: SOUTB
LID or 'l'HS JIOR'11I 170 UBT or LOT Ii. .LoCK 18. .ttJCIIIDlla QARDBJf PLACK, TKIDICI:
DS'!' ALQJrC lAm sotJ'TII LINB 120 J'BB'l' ICOU Olt LRSS 'l'O '1'JI2 POIJrfT 01' IEC!XlftMG.
LSQa.L DBSCJllftION "BPARED IlYl
aoan'r If. BAnD. faonsltOlGL t.NID suaVftOa
R.B. POIlT LaJID S"CII.Vft]:XG
JO. NO. CO-23". DATBD AUGUST 10, 2000
11381,U
Ii!J003
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