HomeMy WebLinkAboutApplication-PermitI
Garfield County
Building & Planning Department
108 8th Street, Suite #401 Glenwood Springs, Co. 81601
Office:970·945·8212 Fax: 970·384-3470
Inspection Line: 970·384-5003
Building Permit No. Ill I l
Parcel No:
Locality: Gobblers Knob Amd. Exempt.
Job Address: CR 130 GWS
----------~----------~-~----------------------
Use of Building: s/f dwelling on unfinish~d~~ment w/open & cov. Patios & alt. G~a_g~~~-
Owner:
Contractor: Owner ----· --------------~-------~-------
Fees: Plan Check: $ 1,104.58 Septic: $ 73.00 ----··-·--
Bldg Permit: $ 1,699.35 Other Fees:
Total Fees: $ 2,876.93
~-Clerk: Date: 0\ ·11 ·OB
---·-·"~ ··~M .. -~>oOo•~-~-~-~~~-~ I
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GARFIELD COUNTY BUILDING PERMIT APPLICATION
I 08 gth Street) Suite 401 1 Glenwood Springs, Co 81601
Phone: 970-945-82!2 I Fax: 970-384-3470 I Inspection Line: 970-384-5003
~-~~~y_,g;AI.:fir.lit~.££mnt::_,_~Qm
~r:eBa~T ~ ~vailable at the assessors office 970-945-9134)
not been assigned, please provide Cr, Hwy or Street Name &
Authority. This application for a Building Pennit must be signed by the Owner of the property, described above, or an authorized agent If the signature below is not that of the Owner, a separate
letter of authority, signed by the Owner, must be provided with this Application.
Legal Access. A Building Permit cannot be issued without proof oflegal and adequate access to the property for purposes of inspections by the Building Department.
Other Permits. Multiple separate pennits may be required: (l) State Electrical Pennit, (2) County ISDS Penni!, (3) another pennit required for use on the property identified above, e.g. State or
County Highway/ Road Access or a State Wastewater Discharge Permit.
Void Permit. A Building Pennit becomes nu11 and void if the work authorized is not commenced within 180 days of the date of issuance and if work is suspended or abandoned for a period of ISO
days after conunencement.
CERTIFICATION
I hereby certify that I have read this Application and that the infonnation contained almve is true and correct I understand that the Building Department accepts the Application, along with the plans
and specifications and other data submitted by me or on my behalf(submittals), based upon my certification as to accuracy.
Assuming completeness of the submittals and approval of this Application, a Building Permit will be issued granting pennission to me, as Owner, to construct the structure(s) and facilities detailed on
the submittals reviewed by the Building Department.
In consideration of the issuance of the Building Pennit, I agree that I and my agents will comply with provisions of any federal, state or local law regulating the work and the Garfield County Building
Code, ISDS regulations and applicable land use regulations (County Regulation(s)). I acknowledge that the Building Penni! may be suspended or revoked, upon notice from the County, if the location,
construction or usc of the structure(s) and faci!ity(ies), described above, are not in compliance with County Regulation(s) or any other applicable law.
I hereby grant permission to the Building Department to enter the property, described above, to inspect the work. I further acknowledge that the issuance of the Building Permit does not prevent the
Building Official from: (1) requiring the correction of errors in the submittals, if any, discovered after issuance; or (2) stopping construction or use of the structure(s) or faci!ity(ies) if such is in violation
of County Regu!ation(s) or any other applicable law.
Review of this Application, including submittals, and inspections of the work by the Building Department do not constitute an acceptance of responsibility or liability by the County of errors, omissions
or discrepancies. As the Owner, I acknowledge that responsibility for compliance with federal, state and local laws and County Regulations rest with me and my authorized agents, including without
limitation my architect designer, engineer and/ or builder.
I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE NOTICE & CERTIFICATION ABOVE:
STAFF USE ONLY
~ 1
Special Conditions:
u, ~ ~A~d~j-u~st~ed~V~a~lu-a~t~io_n_:----~P~Ia~n~C~h~ec~k~F~ee_: __________ -rnp~er~m~it~F~e-e-:-----------,~~~a-n-u~h-o_m_e_F~•-ee-:------,-~~~i-sc-F~e-e_s_:------------~
1 -zzs "it3 3b l!o4:5B /tr;9J, ·35
~ ISDS Jl;e: \SO Total Fees: Fees Paid: ~f: + Bai%eqq~ :1;'? I\1 Yt Date: lfftbued Date: J' ·~ 287~.'/Joccl~~o'S ' ConstType:
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Zoning:
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APPJ{OVAI) DATE DATE
The following items are required by Garfield County for a final Inspection:
1) A final Electrical Inspection from the Colorado State Electrical Inspector.
2) Permanent address assigned by Garfield County Building Department and posted at the
structure and where readily visible from access road.
3) A finished roof; a lockable building; completed exterior siding; exterior doors and windows
installed; a complete kitchen with cabinets, sink with hot & cold running water, non-absorbent
kitchen floor covering, counter tops and finished walls, ready for stove and refrigerator; all
necessary plumbing.
4) All bathrooms must be complete, with washbowl, tub or shower, toilet, hot and cold running
water, non-absorbent floors, walls finished, and privacy door.
5) Steps over three (3) risers, outside or inside must be must have handrails. Balconies and decks
over 30" high must be constructed to all IBC and IRC requirements including guardrails.
6) Outside grading completed so that water slopes away from the building;
7) Exceptions to the outside steps, decks, grading may be made upon the demonstration of
extenuating circumstances., i.e. weather. Under such circumstances A Certificate of
Occupancy may be issued conditionally.
8) A final inspection sign off by the Garfield County Road & Bridge Department for driveway
installation, where applicable; as well as any final sign off by the Fire District, and/or State
Agencies where applicable.
A CERTIFICATE OF OCCUPANCY (C.O.) WILL NOT BE ISSUED UNTIL ALL THE
ABOVE ITEMS HAVE BEEN COMPLETED.
A C.O. MAY TAKE UP TO 5 BUSINESS DAYS TO BE PROCESSED AND ISSUED.
OWNER CANNOT OCCUPY OR USE DWELLING UNTIL A C.O. IS ISSUED.
OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN
ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES
UNTIL ABOVE CONDITIONS ARE MET.
I understand and agree to abide by the above conditions for occupancy, use and the issuance of a
C.O. for the building identified in the Building Permit.
-J tio vun b A La,vyc:cvo )!{ 'L
OWNERS SIGNATURE DATE
Bapplicationdecember2007
~
FEE TIMATE
FOR S/F STICK BUILT HOMES
(ALL FEES ARE ESTIMATES UNTIL FINAL PLANS ARE REVIEWED)
Applicant: Thomas A. and Michelle Zancanella
Job Address:
Subd-Lotlblock: Lot 5, Gobblers Knob, Amended Exemption Plat
FINISHED LIVING SPACE: sf X 74.68= 123,371.36 ____ __:::._ 1652
UNFINISHED BASEMENT: sf X 4 l.OO= 67, 732. 00 ____ __:::._ 1652
CRAWLSPACE: sf X9.00= ------------------~
N/A
GARAGE: sf X 18.00= ----------------------~~ ---------~----
669 12,042.00
UNCOVERED PATIO/DECK: sf X 12.00= ____ __:::._ ---------------316 3,792.00
COVERED PATIO/DECK: sf X 24.00= ____ __:::._ ---------------774 18,576.00
MISC: ----------------------------
MISC: ----------------------------
TOTAL VALUATION: 225,513.36
THIS SECTION WILL BE DETERMEND BY GARFIELD COUNTY BUILDING & PLANNING
PLAN REVIEW FEE:
PERMIT FEE:
TOTAL:
PERMIT:
SEPTIC=
PERC: f'J(Pr
GARFIELD COUNTY BUILDING AND PLANNING
970-945-8212
MINIMUM APPLICATION REQUIREMENTS
For
SINGLE FAMILY DWELLING CONSTRUCTION
Including
NEW CONSTRUCTION
ADDITIONS
ALTERATIONS
And
MOVED BUILDINGS
In order to understand the scope of the work intended under a permit application and expedite the
issuance of a permit it is important that complete information be provided. When reviewing a plan and
it's discovered that required information has not been provided by the applicant, this will result in the
delay of the permit issuance and in proceeding with building construction. The owner or contractor shall
be required to provide this information before the plan review can proceed. Other plans that are in line
for review may be given attention before the new information may be reviewed after it has been
provided to the Building Department.
TWO (2) SETS OF CONSTRUCTION DRAWINGS & TWO (2) SITE PLANS MUST BE
SUBMITTED FOR ALL APPLICATIONS.
Please review this document to determine if you have enough information to design your project
and provide adequate information to facilitate a plan review. Also, please consider using a design
professional for assistance in your design and a construction professional for construction of your
project. Any project with more than ten (10) occupants requires the plans to be sealed by a
Colorado Registered Design Professional.
To provide for a more understandable plan in order to determine compliance with the building, plumbing
and mechanical codes, applicants are requested to review the following checklist prior to and during
design. Applicants are required to indicate appropriately and to submit the completed checklist at
time of application for a permit.
Plans to be included for a Building Permit, must be on drafting paper at least 18"x24" and drawn
to scale.
I
Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks,
balcony, steps, hand rails and guard rails, windows and doors, including the finish grade line and
original grade. A section showing in detail, from the bottom of the footing to the top of the roof,
including re-bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation,
sheeting, house-rap, (which is required), siding or any approved building material. Engineered
foundations may be required.
A window schedule. A door schedule. A floor framing plan, a roof framing plan, roof must be
designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M.P.H. wind speed,
wind exposure B or C, and a 36 inch frost depth.
All sheets to be identified by number and indexed. All of the above requirements must be met or your
plans will be returned.
All plans submitted must be incompliance with the 2003 IRC.
I. Is a site plan included that identifies the location of the proposed structure or addition and distances to
the property lines from each corner of the proposed structure( s) prepared by a licensed surveyor
and has the surveyors signature and professional stamp on the drawing? Properties with slopes of
30% or greater must be shown on the site plan. (NOTE Section: 106.2) Any site plan for the
placement of any portion of a structure within 50 ft. of a property line and not within a previously
surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor
and have the surveyor's signature and professional stamp on the drawing. Any structure to be
built within a building envelope of a lot shown on a recorded subdivision plat shall include a
copy of the bjlilding envelope as it is shown on the final plat with the proposed structure located
within the epvelope.
Yes •/
2. Does the site plan also include any other buildings on the property, setback easements and utility
easements? Please refer to Section 5.05.03 in the Garfield County Zoning Resolution if the
property you are applying for a building permit on is located on a corner lot. Special setbacks do
apply .• (/
Yes N k
}. Does the site plan include when applicable the location of the l.S.D.S. (Individual Sewage Disposal
System) and the distances to the property lines, wells (on subject property and adjacent
properties), streams or water courses?
Yes ,/
'
4. Does the site plan indicate the location and direction of the County or private road accessing the
property?/
Yes \
2
5. Are you aware that prior to submittal of a building permit application you are required to show proof
of a legal and adequate access to the site? This may include (but is not limited to) proof of your
right to use a private easement/right of way; A County Road and Bridge permit; a Colorado Dept.
of Highway Permit, including a Notice to Proceed; a penni! from the federal government or any
combination. You can contact the Road & Bridge Department at 625-8601. See phone book for
other agencies
Yes /
6. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel
in accordance with the IRC or per stamped engineered design?
Yes ,/
7. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the
clearances required between woof and earth?
Yes No M A
8. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and
soffits?. /
Yes 'y"'_ No ____ _
9. Do the plans include design loads as required by Garfield County for roof snow loads, (a minimum of
40 pounds per square foot up to & including 7,000 feet above sea level), floor loads and wind
loads?
Yes ~
10. Does the plan include a building section drawing indicating foundation, wall, floor, and roof
constructio~
Yes ______ _
11. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists,
roof rafters or joists or trusses?
Yes __ --"'-----
12. Does the building section drawing or other detail include the method of positive connection of all
columns and l)eams?
Yes __ _,~"-----
13. Does the elevation plan indicate the height of the building or proposed addition from the
undisturbed grade to the midpoint between the ridge and eave of a gable or shed roof or the top
of a flat roof? (Buildinr height measurement usually not to exceed 25 feet)
Yes V f /II?-
14. Does the plan include any stove or zero clearance fireplace planned for installation including make
and model a!Jd Colorado Phase II certifications or phase II EPA certification?
Yes / No ______ _
3
15. Does the plan include a masonry fireplace including a fireplace section indicating design to comply
with the IRC?
Yes _____ No ___ _,/ __ _
16. Does the plan include a window schedule or other verification that egress/rescue windows from
sleeping roo/ms and/or basements comply with the requirements of the IRC?
Yes. __ _x ___ _
17. Does the plan include a window schedule or other verification that windows provide natural light and
ventilation f/11 habitable rooms?
Yes , .
18. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing
immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking
surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specifY safety
glazing for th95e areas?
Yes L w ______ _
19. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on
the plan?
Yes V"
20. Do you understand that if you are building on a parcel of land created by the exemption process or the
subdivision process, are building plans in compliance with all plat notes and/or covenants?
Yes V
21. Do you understand that if you belong to a Homeowners Association (HOA), it is your responsibility to
obtain written permission from the association, if required by that association, prior to submitting
an application for a building permit? The building permit application will be accepted without
it, but you run the risk of the HOA bringing action to enforce the covenants, which can result in
revocation of permit issued. Additionally, your Plan Review fee is not refundable if the plans
have been reviewed by the Building Department prior to any action by the HOA that requires either
revocation or substantial modification of the plans.
Yes N,(.fr
22. Will this be th.e o~ly residential structure on the parcel?
Yes .V No Ifno-Explain: ______ _
23. Have two (2) cmyplete sets of construction drawings been submitted with the application?
Yes V
24. Do you understand that the minimum dimension a home can be on a lot is 20ft. wide and 20ft. long?
Yes._-"'----
4
25. Have you designed or had this plan designed while considering building and other construction code
requirements?
Yes ,/
26. Do your plans comply with all zoning rules and regulations in the County related to your properties
zone district?./
Yes. ____ ~~~--------
27. Does the plan accurately indicate what you intend to construct and what will receive a final inspection
by the Garfield County Building Department?
Yes /
28. Do you understand that approval for design and/or construction changes are required prior to the
application 9f these changes?
Y es. __ __,vc._ __ _
29. Do you understand that the Building Department will collect a "Plan Review" fee from you at the
time of application submittal and that you will be required to pay the "Permit Fee" as well as any
"Road Impact" or "Septic System" fees required, at the time you pick up your building permit?
Yes ,/
30. Are you aware that you must call in for an inspection by 3:30 the business day before the
requested inspection in order to receive it the following business day? Inspections will be
made from 7:30 a.m. to 3:30 p.m. Monday through Friday. Inspections are to be called in
to 384-5003/"
Yes ~ No. __________ __
31. Are you aware that requesting inspections on work that is not ready or not accessible will result in a
$50.00 re-inspection fee?
Yes /
32. Are you aware that you are required to call for all inspections required under the IRC including
approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of the
building? ./
Yes_-"'v __ _
33. Are you aware that the Permit Application must be signed by the Owner or a written authority being
given for an ~ent and that the party responsible for the project must comply with the IRC?
Yes _ ___cV'r._ __ _
5
34. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and
Plumber to perform installations and hookups, unless you as the homeowner are performing the
work? The license number of the person performing the work will be required at time of
applicable insp;ction.
Yes __ _,,/ _____ _
35. Are you aware, that on the front of the Building Permit Application you will need to fill in the
Parcel/Schedule Number for the lot you are applying for this permit on prior to submittal of a
building permit application? Your attention in this is appreciated.
Yes /
36. Do you know that the local fire district may require you to submit plans for their review of fire safety
issues? /
Yes !L_ (please check with the building department about this requirement)
3 7. Do you understand that if you are planning on doing any excavating or grading to the property prior
to issuance gf a building permit that you will be required to obtain a grading permit?
Yes ~ . ...,,L_'----
38. Are you aware that if you will be connecting to a public water and/or sewer system, that the tap fees
have to be paid and the connections inspected by the service provider prior to the issuance of a
Certificate¢ Occupancy?
Yes _ _,.,/'----
I hereby acknowledge that I have read, understand and answered these questions to the best of
my ability.
Signature of Owner Date
Phone: ct L{t; 5"7DD (days); 57'i tz Cf 'ZL
'
(evenings)
Project Name: L (!J,M,C~Q..A/\ C)
Project Address: l 'J_l?_ t;:; U::>~ ~-t!f ~~~ I ~0
6
Notes:
If any required information is missing delays in issuing the permit are to be expected. Work may not
proceed without the issuance of a permit. If it is determined by the Building Official that additional
information is necessary to review the application and plans to determine minimum compliance with the
adopted codes, the application may be placed behind more recent applications for building permits in the
review process and not reviewed until required information has been provided and the application rotates
again to first position for review, delay in issuance of the permit or delay in proceeding with
construction.
BpminreqDec2007
7
PLAN REVIEW CHECKLIST
Applicant 214-t!.. C'Mf...uJt Date <J.-t9 -&:1S
Building
~Engineered Foundation
-tf.tiDriveway Permit
/s~d Site Plan / $b 1
~p~rmit and Setbacks~
--~-addee//TToopography 30% ~esidential Plan Review List
-~-inniimm1um Application Questionnaire
/subdivision Plat Notes
~epartment Review
,1~ Determination/Fees
--~Line Plans/Stamps/Sticker
~~Conditions
~cation Signed
~Liewer To Sign Application
Parcel/Schedule No.
JJi/l40# Snowload Letter-Manf. Hms.
(\( 1.A Soils Report
GENERAL NOTES:
Planning/Zoning
~erty Line Setbacks
_t{,gfooft Stream Setbacks
~Flood Plain
~ingHeight
~ng Sign-off
;{LR.oad Impact Fees
4~RC Approval
__ Grade/Topography 40%
t\[ <lrlanning Issues
~division Plat Notes
Thomas and Michelle Zancanella
P.O. Box 1908
Glenwood Springs, CO 81602
March 26, 2008
Todd and Julie Thulson
315 Vista Drive
Glenwood Springs, CO 81601
Dear Todd and Julie:
Attached for your review is a proposed road alignment to serve both of our lots on
Gobbler's Knob. As you can see, the alignment diverges from the platted easement a bit,
but from field inspection I believe will provide a better grade. We propose to construct
this new alignment and then prepare an as-built easement upon completion for the new
alignment. We estimate the cost of the joint section of the road work and A joint water
line up t() the city 8"1ine to be about thirty thousand dollars. We would propose to split
the aCtual joint line and road cost 50/50. We would not exceed the $30,000 total with out
prior authorization from you.
This cost estimate assumes that we will utilize waste fill over time from local contractors
to correct some of the steep grading portions in the lower part of the road.
Please call if you have any questions.
Please sign below acknowledging your approval of this proposed activity.
Yours truly,
. llt'"o .~ A Z OiMSY6l/Y<blk
Thomas Zancanella
Todd Thulsoi:t
~L~ JUJi Ulson
4 I Z:i I 0 8
date
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date
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No. _____________ __ 11117 Assessor's Parcel No. 2185-051-00-124
Date _____ 91_2_21_2_008
B~.UI .. DING PERMIT CARD
JobAddress ____ ~C~R~1~30~,~G~W~S_G~ob=b=l~e~m~K~n~o~b~~----------------------------------------
Owner __________ Z_an_c_a_n_e_ll_a,'-T-h_o..c_m_a'-s----Address __ P_O_B_19'-0 ...... 8_G_W'-S ___ Phone # 970-945-7643
Contractor owner Address same Phone # 970-945-5700
Setbacks: Front ______ Rear ________ RH, _______ LH ______ Zoning ____ __
s/f on unf.bsmt w/open & cov.patios & att. gar
Soils Test-------------
Footing ---------------
ground Plumbing
Foundation
Grout
Under
Rough
Framin
Insula
·Plumbing
g
tion
g Roo fin
Drywa II
\
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~
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~ \ \ J
f/ \C/
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Gas Piping------------
INSPECTIONS
NOTES
Weatherproofing _____________ _
Mechanical _____________ _
Electrical Rough (State)-----------------
Electrical Final (State) _________________ _
Final /Checklist Completed? ___ _
Certificate Occupancy # ----------
Date-.~-~~=----------
Septic System # _45ff)--.LC..-"'-·""-"'-----------
Date -----------------Final __________________ _
Other _______________ __
(continue on back)
ParcBI DBtail
Garfield County Assessor/Treasurer
Parcel Detail Information
PagB I of 4
AssessnrD reasuresjJLQj:lerty Searg_h I Assessqr_Subset Uue~y I Assessor SaJfl1'S.~wch
G.l~rk H RecarderR~:ti:;!Wtian S~!ll'lili
B<!~iJ::JJJildinJ:I Char[l~teristics I Tax lnformatipn
Par~.eJJletail I Value Detail I Sales Detail I Residentiai/CammerciallnJPrJ:JYement Detail
.Land DetaU I Ehatagraghs I Milllevyjevenues Detail
IT ax Area II Account Number II Parcel Number II2U07 Mill Levy I
I DD4 II RDD5127 II 2185D51DDI24 II BD.518 I
Owner Name and Mailing Address
jZANCANEllA. THOMAS
11485 COUNTY ROAD 130
jP 0 BOX 1808
IGlENWOOD SPRINGS. CO 81802
Assessor's Parcel Description
(Not to be used as a legal description)
ISECT.TWN.RNG:5-B-88 DESC: A PCliN
jA PT OF lOTS 1.2 H SEC 5 AKA lOT 5
IGOBBlER KNOB AMD EX. PRE:R04023B
IPRE:R040308 BK:ID77 PG:740 BK:0738
/PG:0858 BK:0728 PG:0417 BK:0248
IPG:003B RECPT:747732 BK:1548 PG:88B
IRECPT:B43B71 BK:I548 PG:883
http:/ I www.garcoact.com/ assBSSor I parcBI.asp?ParcBINumbBr= 21850510012 4
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8/812008
Parcel Detail
\RECPT:643670 BK:II35 PG:239
\RECPT:547301 BK:0926 PG:0930
Location
I Physical Address: IIGLENWOOO SPRINGS I
I Subdivision: I
I land Acres: 114.805 I
I land Sq Ft: liD
I Section II Township II Range I
I 5 II 6 II 89 I
2DDB Property Tax Valuation Information
II Actual Value II Assessed Value I
I
I
I
land: II 230.00011
Improvements: II oil
Total: II 230.00011
Additional Va!JJ.~ Oetai[
Most Recent Sale
Sale Date: \\413012008
Sale Price: 11300.000
Basic Building Characteristics
Number of Residential)o
Buildings: .
Number of Comm/lnd\\o
http:// www.garcoact.com/ assessor I parcel.asp?Parce!Number= 218 50 510 012 4
66,700\
oj
66.700\
Page 2 of4
9/8/2008
ParGel Detail
\I
I Tax Year II
I 2007 II
I 2007 II
I 2007 II
I 2007 II
I 2006 II
I 2006 II
I 2005 II
I 2005 II
I 2004 II
I 2004 II
I 2003 II
I 2003 II
I 2002 II
2002 II
2001 II
2001 II
2000 II
2000 II
I 2000 II
I 1899 II
I 1998 II
I 1999 II
Buildings: II
No Building Records Found
Tax Information
Transaction Type
Interest Charge
Tax Payment: Whole
Interest Payment
Tax Amount
Tax Payment: Whole
Tax Amount
Tax Payment: Whole
Tax Amount
Tax Payment: Whole
Tax Amount
Tax Payment: Whole
Tax Amount
Tax Payment: Whole
Tax Amount
Tax Payment: Whole
Tax Amount
Tax Payment: Second Half
Tax Payment: First Half
Tax Amount
Tax Payment: Second Half
Tax Payment: First Half
Tax Amount
MiiLlevyJfuv~nues Detajl
http:/ I www.garcoact.coml assessor I parcel.asp?Parcel Number= 21850510012 4
Page 3 of4
II Amount I
II $40.371
II ($4.036.60)1
II ($40.37)1
II $4.036.601
II ($3.858.80)1
II $3.858.80j
II ($3.861.24)1
II $3.861.241
II ($3.253.46)1
II $3.253.461
II ($2.866.12)1
II $2.866.121
II ($2.488.00)1
II $2.488.001
II ($2.504.00)1
II $2.504.001
II ($1.078.27)1
II ($1.078.27)1
II $2.158.541
II ($188.81)1
II ($188.81)j
II $377.621
81812008
~-----208~3'--\ .. _
\!?OUTH 1/4 CORNER
SECTION 35, T.5 S., R.Bg W.
LOTF
SUNNY HILLS SUBDIVISION
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\._ALTERNATIVE 15
UTILITY EASEMENT
LOT 5
301 S.F.±
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LOT G
SUNNY HILLS SUBDIViSION
' " . GLENWOOD SPRINGS ..,"1-~
GOLF COURSE " C\j
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RECEPnON NO,
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5.290 ACRES±
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LOT 3
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LOT 5,. GOBBLER'S KNOB SUBDIVISION,
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GARFIELD COUNTY, COLORADO
LOT4
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APPROVEU VICINITY MAP
N.T.S.
DRAWING INDEX
SHEET TITLE
COVER SHEET
Front and Left Side Elevations
2 Right Side and Rear Side Elevation
3 Basement Level Floor Plan
4 Main Level Floor Plan
5 Foundation Plan
6 Main Floor Framing and Foundation Plan
7 Roof Framing Plan
8 Cross Sections
9 Details
10 Basement Level Electrical Plan
11 Main Level Electrical Plan
12 General Notes
WW-1 ISDS Plan and Details
1X3 '"'"--II
FASCIA
b ,;,
MAIN
b ,;,
BASEMENT
TILE OR
STANDING SEAM METAL OR
COMPOSITION SHINGLES TYP,
a• FASCIA
STUCCO
TILE OR
STANDING SEAM METAL OR
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FRONT ELEVATION
SCALE: 1/4•.,.t•-o•
AKE SIDING
'--·?-~ • BARGE 80.
FACE BRICK OR
CULTURED STONE BY1
STONE PRODUCTS CORP, OR EQUAL
STUCCO
LEFT SIDE ELEVATION
SCALE: 1 4• .. '-0"
MID-POINT
CUSTOM WINDOWS
SCALE: 1/4·-1'-o•
1. ~GlAZING IN DOORS AND IN WlNOOWS
!M'MN 241NCHES OF DOORS MUST Be
SAFETY GlAZING. SEE #42
2. SEE lt42 AND CODE FOR OTH~R AREAS
THAT REQUIRE SAFETY GLAZING.
lRIM
NOTES:
!) ALL ROOF' AND SITE WATER TO DRAIN TIJ STREET
OR TO AN APPROVED DRY-'WELL SYSTEM
2) ALL NAILING TO BE IN COMPLIANCE 'WI 2006 I.R.C.
3) SHEARIJALL NAILING TO BE;. 4~D.C, ON EDGE
S'O.C, IN fiELD
4) EXPOSED PLY...,OOD AT ROOf OVERHANG TO BE
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Date B/2008
Scale 1/+· .. ,·-o·
Drawn BJA
Job
Sheet 1
Of 12 Sheets
5
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STUCCO
FACE BRICK OR
CUI. TURED STONE BY•
STONE PRODUCTS CORP, OR EQUAL
TILE OR
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STUCCO:
STUCCO
RIGHT SIDE ELEVATION
SCALE: 1/4"•1'-0"
REAR ELEVATION
SCALE: 1/4.•1'-0"
F"ACE BRICK OR
CULTURED STONE BY1
STONE PRODUCTS CORP. OR EQUAL
" SARGE BD.
VERIFY WINDOW
SIZES PRIOR TO
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DECORATIVE COWMN PER
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CUSTOM WINDOWS
SCALE: 1/4"=1'-0"
1. All GI.AlJNG IN DOORS AND IN Wi
WITHIN 241NCHES OF DOORS MUST BE
,.,J3A,FETY GlAZING. SEE #42
2. SEE ft42 AND CODE FOR OTH!!R AREAS
Tfil\J REQUIRE SAFElY GlAZING.
GRADE
NOTES:
I) ALL ROOf AND sm: 'w'ATER TO DRAIN TO STREET
OR TO AN APPROVED DRY-IJELL SYSTEM
2) ALL NAILING TO BE IN COMPLIANCE Ill 2006 I.R.C.
" SHEARW'ALL NAILING TO BE• 4'0,C, ON EDGE
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Scale 1/<4"m1'-0"
Drown BJA
Job
Sheet 2
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GARAGE 669 so. FT.
TOTAL 3973 SQ. FT.
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Job
Sheet
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1/4"oo1'-0"
BJA
4
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FOUNDATION NOTES
1. FOOTlNGS AA£ TO BfAA ON UNDISTUROCO l£Va SOIL
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THE fltw. GR.'J>E.
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3. Iff( fiLL UN!IEA GRADE SUPI'Offi'EO SI.ABS TO BE
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AT 5' o.c. (i.l~Jru~Uiol)
7. RE!Nf'ORCIHG SlEEl. TO 8E A-615 GAADE 40, WD..DED
WIRE t.IESH TO BE A-185.
8. AU. WOOD IN CONTACT W!lli CONCRETE '10 SE ~ESSURE
TRE:o\TED OR PROTECTE) W!lli S5f ROLL ROOI'lNG,
REVISIONS BY
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Scale 1/4*•1'-o•
Drawn BJA
Job
Sheet 5
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4 .. CONC. \.1/6' X 6 .. #!0/lO l<w'M--,
OVER Ei MIL POLY V,:S,
OVER MIN. 4" SAND OR GRAVEL FILL
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STAIR STRINGER
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SCALE: 1/4",1'-0"
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CONSTRUCTION REQUIREMENTS FOR CARAGE NARROW WALL BRACING METHOO 111THOUT HOLD-DOWNS
APA Non-ow Woll Bradn9 Method Not to scole
FOUNDATION NOTES
GARAGE SHEAR wALL
ED
C3) 2xl2 STRINGERS
3'-C• MIN. ANDING
3 • TURNED STAIR DETAIL 1/2" -1'-0"
NE'w'EL PIJS1'
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STD. STAIR DETAIL
RAILINGS TIJ EXTEND BEYOND
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Job
Sheet 6
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NOTE I
HEADERS #2 D.F, OR BETTER
UP TO 4'
4' TO 6'
6' TO 8'
OVER B' AS
2-2XS
2-2X10
2-2X12
DETAILED
GLUED & NAILED
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REQUIREMENTS
INTERIOR 8. EXTERIOR
HEADER SCHEDULE
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EXTERIOR HEADER DETAIL
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PROVIDE: 30' X 22'" ATTIC ACCES~
PROVIDE SOLID BlOCKING AT ALL BE:ARING
TRUSSES TO BE CONNECTED TO NON-BEARING
PARTITHJNS ~BY TRUSS CLIPS ONLY•
GLUE LAMINATED BEAMS TO BE \.'ESTERN SPECIE
COMBINATION 24F" V-4
PER ANSI/AITC A190.1-1992 OR EQUAL. ~) TRUSS MFG. TO VERIFY ALL DIMENSIONS
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oVERHANGS. OR
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OVER 5/8' CD-X Pl. Y'JD,
OR AS PER UBC CHAPTER 32
2 X 8 FASCIA BOARD
ENGINEERED SCISSOR
TRUSSES 0 2'-0" O.C.
SIDING• FINISH PER
E:LEVATIDNS
2 X -BLOCKING
R-38 INSULATION
TYP. CL
J/2' GYP, BD., TYP, 'JAI:t.
WLIE:._ MIN. TRUSS BRG. & ATIACHMENT
PER TRUSS MFG.
7 ENG. TRUSS DET. N. T. S.
COMP. SHINGLES l.t/ l5t F'EL T
OVER 5/8" co-x PL Y\\tl. w; 5/8' CC-X PLY\\1). AT
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WOOD SHAKES l.t/ 15# F'EL T
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OR AS PER UBC CHAPTER 32
GUTTER 'J/ DDVN SPD
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7 PORCH TRUSS DETAIL
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SH£'ATHING V/F"!NISH AS
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ENG. TRUSS EAVE
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RAFTER TO BEAM
6X6 POST W/ DECOR.
COLUMN OVER PER
OWNER
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COY. DECK
MAIN
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======
$ WAll SWITCH
6 110V OUTI..ET
' QUAORUPI..EX OUTlET
6 HALF SWITCHED 0Ull£T
' 220¥ OUll.ET
+ CElUNG MTO, UGHT FIXTURE
g EXTERIOR WALl. MTO.
UGHT FIXlVRE
-t BATHROOM f'AN/UGHT FIXlVRE
• PHONE OUTI.£T
~ COMPUTER OUll:fT ... THERMOSTAT
= CADET HEATER
@.. SMOKE DETECTOR TO BE HARDWIRED
@ RECESSED UGHT!NG
NOTES:
=========
1) GROUND FAULT CIRCUIT PROTECTION REQ'O
ON ALL 110 VOLT SINGLE PHASE 15&20 AMP
OUll..ETS IN BATHROOMS, GARAGES, OUTDOORS,
BASEMENTS, & WllHIN SIX FEET OF KITCHEN
SINK & ABOVE COUNTER TOPS. (N,E.C. 21Q-8o)
2) REBAR GROUNDING-1993 ElECTRICAl SPECIALTY
CODE, ARTIClE 250-61 REQUIRES CONCRETE
REINFORCING BARS OR ROOS TO BE PART OF
THE GROUNDING ELECTRODE SYSTEM v.t!EN USED
ON NEW CONSTUCTlON IN niE BUILDING FOOTINGS.
3) CONTRACTOR TO VERIFY AU. DIMENSIONS
PRIOR TO CONSTRUCTION.
4) LOW VOLTAGE UGHTlNG 'M!RE POSSIBLE
5) VERIFY ALL ELEC., T.V. & PHONE OUltETS
W/OWNER BEFORE INSTALLA110N
6) P PHOTOELECTRICALLY ACT!VATEO
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Scale 1/4" .. 1'-0"
Drown BJA
Job
Sheet 11
or 12 Sh"t'
GENERAL NOTES
These plans were designed to conform to the 2006 International Residential
Code and C.A.B.O. at the time the plans were drown. Constant changes in
building codes, both locaUy and notionally, In addition to changes in environmental
qualifications and local options for plumbing, heating/cooling and wiring, makes
conformity to all building restrictions impossible. Consequently, the use of these
plans is subject to local code requirements and interpretations. It is the
responsibility of the user to evaluate these plans for conformity to local codes
requirements. Any additional design or drawing services requlred by local code
are subject to Great House Design standard service fees.
The Contractor shol! verify oil dimensions and conditions prior to beginning
any work and notify Owner of ony discrepancies.
Written dimensions shall toke precedence over seated dimensions. DO NOT SCALE DRAWINGS.
Great House Design, does not guarantee the availability of any manufactured product
suggested or specified on the plans or specifications. The builder is advised to verify the
availability of all manufactured products before proceeding with construction, especially
those Items affecting rough opening dimensions or other dimensions on the
plans. All manufactured materials, components, fasteners, assemblies, etc., shall be handled
and installed In conformance with manufacturers specifications and instructions. Where
specific products ore callei:l for, generic equivalence which meet applicable standards ond
specifications may be used.
In event of a conflict between applicable codes ond regulations ond reference
standards of these pions and specifications, the more stringent provisions shall govern.
No variation required by o Building Official shall be f;lindlng on the Designer.
Specifications ond drawings indicate finished structure. Builder shall be responsible
for construction methods, procedures and conditions except as spec!ficofly indicated
otherwise in contract documents.
DESIGN LOADS
DEAD LOADS:
Roof, with shakes/shingles
Roof, with cloy/concrete tiles
{see plan for material usedl
Floor
INSULATION:
Roof:
Vaulted Areas
Flat Ceilings
Exterior Walls
Floors over unheated spaces
Basement walls
Slob floor edge insulation
Forced air duct insulotlon
10psf
25psf
10psf
LIVE LOADS:
Floor
Stairs
Decks
Garage
Roof SL
40psf
100psf
40psf
50psf or
70 psf
2000 pt.ld.
....B-a6
R-38
R-30
R-19
R-15 Rigid Insulation
R-B
Stl-l'-S'ii=C.. 4oz. 4 ~ rr..
1.
2.
3.
4.
5.
1.
2.
3.
4.
5.
CONCRETE:
All foundation wall and footing concrete shall develop a minimum compressive strength r2 rv..... .f""...
of 2500 psi C 28 days. . • _ ~-~ .. _.-:' -_;;J~
All concrete slobs shall develop o minimum compressive strength ~s1 at 28 days.
Concrete forms, shoring and pouring methods shall conform to current A.C.I. standards.
Bock fill sho!l not be placed against basement retaining walls until: ·
A. Concrete or masonry grout has reached its 28 day strength, and + -
B. Structural floor framing Jincluding sub-flood required to stabilize walls is complete
and fully nailed and anchored.
Apply standard Dry Wall Products, Inc. "Thoroseol FoundatiOn Coating" or equal foundation
coating on all exterior faces of walls below grade, and "Thoroglaze" or equal damp proofing on
all exposed surfaces of concrete walls above grade and all slobs not covered by finish floor materials.
REINFORCING STEEL:
All reinforcing steel shall be deformed steel bars conforming to ASTM A615, GRADE 60.
All reinforcing steel shall be manufactured detailed, fabricated ond placed In accordance with ACI 318R,
ACI 315R AND ACt SP 66,
Welded wire fabric shall conform to ASTM A 185, In as long o length as is practicable. Welded wire
fabric shall be lapped ot least one grid width plus 2".
Reinforcement shall be bent cold and shall not be welded.
Splices:
reinforcement in concrete and masonry shall hove lop lengths os fo!fows,
unless otherwise specified on drawings.
Bar Size In Concrete: In Masonry:
i~ 1'-6" 2'-0"
2'-0" 2'-6"
2'-6" 3'-0"
Placement:
A. Reinforcement shall be accurately placed and supported by concrete, metal or other approved
choirs, spacers or ties ond secure ogolnst displacement during concrete or grout placement7
B. Except where otherwise noted reinforcement shall have concrete
1. Con(i;rete deposited against earth
2. Formed concrete against earth
3. Exterior faces of walls
4. Interior faces of walls
5. To top of slobs-on-grade
WOOD FRAMING:
cover as
3"
2"
2'
3/4"
3/4"
follows:
All sofid sown lumber shall be Douglas Fir / Lorch installed as noted on the pions and connected as specified in the
nailing schedule below. Lumber shall be as graded In accordance with current Western Wood Products Association
[WWPA] standard grading rules. Lumber grades f6r uses to be:
A. Posts, Beams & Headers
B. Floor, Ceiling Joists, & Rafters
C. Sills, Plates & Blocking
D. Studs
F.
G.
H.
I.
Wall & Roof Sheathing
Sub-Floor over Joists
Underlayment
Glu-Laminated Beams
A.I.T.C. Industrial Grode with dry use
{Wet use adhesive for exterior use)
!~ or better
D.F. "stud"
Pl_v.wood 16/32
3/4 • c-o ext. glue
1/2" underloyment grade
F8 =2,400 psi
FV =1go psi
E =1,800,000 psi
particleboard
SOlid sown lumber at visually exposed locations shall be "c!eor" grade, free of heart. All exterior wall &
Interior bearing woll openings shall hove 4 x 12 #1 D.F./1 headers unless otherwise noted. Windows:~ U= 0.
Skylights <2
U= 0.50 (_~~ (i.. W<.bw~bB;;j,;p~N::;,A,;,;,;I L;;,;,l N,;.;;G;,S;;;,;C;;,;,H;;;;ED;;;,;U;;,;;L;;;;;E:~=
Doors other than main entry
U= 0.20 Zo:;Jp '..J.. ([Cc
Main entry door, Maximum. 24 sq. ft.
1.
2.
3.
4.
U= 0.54
FOUNDATIONS:
Footings shall bear on firm, undisturbed soil a minimum of ta• below the finish ~rode line and
12" below the line of the original grade for one and two story_ structures, and 24 below finish
grade for three-story structures, or below froSt line. (whichever is greater)
Foundation and footing sizes ore based on a maximum allowable soil bearing pressure of 1500 psf.
Verify loco! conditions and notify owner of any discrepancy.
Do not excavate greater thon o 1-1/2:2. slope below footings.
·~-.-"" ,_ '\J ;-; ·:,; -"
CONNECTION:
Joist to Sill or Beam
Bridging to joists
2'" T&G Decking/Sub-Floor to Beams
Rim Joist to Joists
Studs to sole plate
Sole Plate to Joists or Blocking
Sole Plate or Top Plate to Studs
Double Top Plate
Double Studs
Comer Studs
Top Plates At Lops & Intersection
Headers to Top Plates
Ceiling Joists to Plates
Joist Lops over Partitions
Ceiling Joists to Plates
Rafters to Top Plate
Plywood Sub-Floor to joists
Plywood Wall & Roof Sheathing
NAILING:
3
2
2
3
2
1
2
1
1
1
2
1
3
3
3
3
[1)
[1)
Bd Toe Nailed
Bd Toe Nailed Eo. End
16d Toe Nail through Tongue
16d Face Nailed
16d Face Nailed Ea. End
16d at 16" o.c, Face Nailed
16d Face Nailed
16d at 16" O.c. Face Nailed
16d at 16"0.c. Face Nailed
16d at 16"0.c. Face Nailed
16d Face Nailed
16d at 16"0.c. Face Nailed
8d Toe Nailed
16d Face Nailed
16d Face Nailed
Bd Toe Nailed with ~Simpson"
H-25 Connectors-Verify
1 Od Common at 6" o.c. at edges
& 1 0" o.c. in field
Bd Common at 6" o.c. at edges & 12" o.c. in field
A
B. c.
D.
E.
F.
NAILING SCHEDULE NOTES:
All frame walls shall hove stud framing placed at 16"o.c. except where
otherwise noted.
Top plates shall be doubled on all walls except where otherwise noted.
Cripples under aU headers shall be continuous to sole plate.
Double joists under all walls parallel to joists except where otherwise
noted.
Block all stud walls as required for sheathing.
Solid Blocking between all joists and rafters at supporting walls and
beams except at rim joists.
G. Double rim joists at all walls parallel to joists.
H. Beams, girders and joists supporting bearing walls or concentrated
I.
J.
K.
L.
M.
loads sfial! not be notched.
All rafters shall not be notched to provide full bearing at supports.
All joists shall have a minimum of 2" bearing C supports.
lop all joists 6" minimum C all interior bearing supports
Mud sills and ledger boards ot concrete walls shall hove anchor bolts
of the size and spacing shown on the drawing. Each board shall be
secured with at least two bolts and each board shall hove o bolt
within 12• of each end.
Cover surfaces behind siding, shingles and where indicated on drawings
with DuPont '"ryvek" building wrap, or and approved equivalent product
N. · Provide double framing "at all roof & floor dtaphrogm penetration
unless otherwise noted on plans.
MISCELLANEOUS:
A. Contractor shall verify all conditions and dimensions prior to beginning
work and shall notify owner of any discrepancy.
B. Contractor shall be responsible for any variations or deviations from
the pions without written confirmation from Designer.
C. Contractor shall provide adequate bracing or otherwise support all
portions of the structure until all members have been permanently
connected together.
D. Plumbing diagrams or drawings shall be provided by the plumbing
contractor.
E. Heating/Coo!ir'lg duct diagrams or drawings shall be provided by the
heating/cooling contractor.
F. Heat loss or energy use calculations shall be provided by heating
cooling contractor or other professional as required by Building Official.
G. Truss design, engineering ond plans shall be provided by truss
monufocurer.
H. Each bedroom shall hove at least one window with o slfl height of no
more thon 44• above the floor.
l. All fireplace openings shall be provided with tempered gloss doors.
Provide outside combustion olr for fireplaces, wood stoves and liquid
fuel heating appliances.
J, Smoke detectors shall be conn·ected to house power.
K. Tub and tub/shower enclosures to hove 1/2" water resistant gypsum
board and o hard, moisture resistant surface up to 6' -0 above floor
[min].
L All exhaust fans,ronge hoods and dryers shall vent to the outside
through sheet metal ducts. Caulk around all penetrations through
exterior envelope.
M. All windows, patio doors and doors with glass shall be double glozed
insulating units with wood, vinyl or thermally broken aluminum frames and
sashes.
N. All glass within 12" of o door and/or within 18" of the floor or a
walkway shall hove tempered glozing.
0. All wood in permanent contact with concrete or soil shall be pressure
treated with o water born preservative.
R. All exterior walls & wolfs common .to unheated spaces shall be 2x6
studs 0 16" o.c. with R-21 insulation unless otherwise noted on the
plans.
S. Provide 1 hr. fire wall between garage and living areas, and under all
stairs. where storage space is ovoilob!e.
T. All doors between garo~e and living areas shall be 1 hr. fire rated
assemblies with 1-3/4 solid core wood doors or code approved
equivalence and self-closin,9 mechanisms.
U. Please coli this office ot L509] 276-3800 for any questions relating
to these plans.
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Scale
Drown BJA
Job
Sheet 12
Of 1 2 Sh"ts
GE:NERN. NOTES
I. AU. COHSTRIJCliON SHALL 8E IN ACCORDANCE: 'M'IH lHE OARfl£1.0 COUNlY ~~DEPS:,T~~Jc:rl~~~~~D!Jr:aT
SP£af!CAU. Y NOTED at lHE OR#\MNCS. lHE CCN'IRACTOR SHAU. 8E
RESPONSIBLE FtlR SUCH S'EOAC DETAILS AS ARE REl'ERREll TO IN
TH£ AfiOYE~wamooED REOULA'l!ONS.
2. ~a: oJ ~~ 1~ .-,$ OAI.LONS/f'ERS00/£1AY IS
D£S!GN .. 1.&-AVERAGE • 1100 01'0
SEP'l!C TANK: Yltlltlll PRE~CAST CCNCRET£ TANIC SIZE ACCORI::IjHQ TO
COOH RECULA'l!QNS IS 1,2lSO CAU.ONS. R'Ecot.IWEHDED 11!00 OALLONS.
Of'lElJ) SI2El fl-CDCii EQUA'l!ONS:
A • Q • WAXIIIA.IW Fl.OW
t • PERCCLA'l!OH F!AlE '" 12
A • ~ 825 SO.FT
A • 1.30 1125 (FOR !!ED VS. lRENCH) •812.8 SQ. I'T,
IIIN!WUW AREA REQUIREll •1113 SCI.fT.
P£R CDOH IIINIWUII REQUIREIIENTS I'OR USE Cf "'NAL'mATCR" S'!'S'I'DIS
AAEA RmUcnON • (O.S)•A [G.II roR IIEOS]
AREA REQUIRED • D.e• 1113 • 4811 SQ.FT,
0 111.7S SQ. FT. PER UNIT • 28 UNITS 4X7
3. TOPSOIL: SOIL EICCAVATED FRDN srrE MXEPTAIIIL If' NO a.AY IS """"'·
4. ID!ICULAFI TflAFFlC IS PROHIBITED ON '!tiE flELO.
5. CI..EANOUlS ARE REQUIREll AT AU. E!DflS AND AT lEAST EVERY 100
FEET ALONG 'll£ HOUSE SE\IIER.
II. INST.W. R!SEllS AS NECESSAAY TO BI!INO ALL ACCESS PaNTS TO
'MTHIN 1/2-FOOT Cf FIHAL GAAOE.
7. LOCATIONS OF ALL COMPONEHlS WAY BE VAllE) AS NECESSARY AS Lat0
AS AU. WINIIIUII DISTANCES AND SlOPES IIEET lHOSE REQUIRED.
8. PRQ\10E POSITIVE DRAINAOE OF SURF'AC£ WA'!ER AWAY fROM AREA
USINO ORA!NAGE SWALES AS N£C£5SARY,
9. !'ERCCU.TIDN RATE IIASEtl ON Ra>ORT BY ZANCANEU.A AND ASSOCIATES. INC..
CXlNDliCTEn DN .J.IIY 14, 2008. lHE A\tl:RAQ£ f>ERCOLA'liON RAtE WAS 12 IIIN,J1N.
NO I"REE WA'!ER DR llEDROOC ENCOUN'IERm IN PROF'IL.E Hot£.
10. '!H!S DRAWING DOES NOT CXlNSli'!UTE AN ISDS f'DIIoiiT. PERII!T
WUST llE 08TA!NEO FROM AI'PIIOPRIAlE CllY DR COOHlY Of'FlCIAI.S.
11, nilS SYS'lEM IS SIZED roR TYI'tCAL I>OWES'!IC WASTES CINLY. BAQCWASH DR
FU.ISHJNO A..l»>S FllR Rf:'.£RSE OSIIOSIS UNITS M WA'!ER SOF1£NtRS OR
ALTERS SHOULD NDT 8E INtRODUCED INTO THIS SYS'IEll.
1, EXCAVATE AND lEMJ. DESIRED BED AREA. RAKE INFlL1RATIVE
SURFACE TO EUMINAlE SWEARING.
2. PLACE ROWS or •1NF1L1RATOR" aiAIIBERS NEXT TO EACH O'IHER TO
AaiiE:VE OESIRED BEO AREA.
A. END PLATES SHAU. BE SC1ID11m IN PLACE AND UNITS INltRlOCKED
AND SCR£\IIED TOGETHER.
9. RtiN OlSTRlSUTIDN PIPE TO EACH ROW OF UNITS. OOWNSTREAII
ENOS OF "INALmATOfl" CHMIBERS MAY BE LO<'JP£D TOCE:lHER fOR
BEST DISTRIBUTION.
C. OIS1RIBUnON PIPE TO II£ lEVEL AND AT Af>PROX!WATEl.Y SAME
ELEVA'TlON AS BED.
3. FILL SIDE WAIJ.. AREA AROUND PERIMETER. AND BETWEEN ROWS OF UNITS
'MTH NATIVE MATERIAL UP TO THE TOP Of SI.OlS AND "WAlK" !N
PLACE TO GIVE PROPER SUPPORT TO SIDES. BANK RUN SAND AND
GRA\a NAY BE USED IN CLAY OR SILT SOILS.
4. BACKFILL TO A MINIIIUM OEPTH OF 12" OF COMPACTED, SETT!..EO CO~.
AVOID LARGE ROCKS IN BACKfiLL MATERIAL 00 NOT USE 'MiEELED
VEHICI..ES ON THE BED DURING CONSTRUCnON.
5. INSTAll INFlllRATOR IN ACCORDANCE 'MTH WANllf'AC11JRES RECOIIMENDAnONS.
I(
1H fROII SS'TlC TANIC
II II II
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Goblers Knob
Amended Plat Lot 5
'"' '''"'"' I.IAI>£ CHKO APPO
BY BY BY
SCALE::
Vorlea
ORAYh-1 BY:
RVFG
ISDS Plan and
APPD BY:
TAZ
VICINITY MAP
SCALE: 1" -2000'
SEC110N 35,_ T.SS., R.BBW. OF 6TH P.M.
INSPECTION WELL DETAIL SEWER CLEAN OUT DETAIL .,. .,,
SHEET NO.
Details TOM ZANCANELLA
SHEET:
1 OF 1
DRAWING:
Slte-Dro!nage-!SOS