HomeMy WebLinkAboutpitkin.eh.246717401041 (1996)Name of Agent
Agent's Mailing Address _
Business Phone : Cell Phone : Fax
Copy of permit to be sent to: Owner Agent( ) Both ( )
Street Address l-1 Ci l C �� �-� ' ( `-S A C_-, I`� �°` _' A i 7 i -C=
Legal Description: Lot --f (9_ ,Block +L C Alik, 'I t Ll1 ,Subdivision
Size of lot: i (� acres Type of proposed structure: .S f 1v(uLE t=rk< r- He"FSize of bldg. envelope:
Total area/living space (sq. ft): 40 SQ tT # of Bedrooms, offices and similar size :rooms:
Caretaker Unit : ( )Attached Detached # of Bedrooms, offices and similar size rooms:
Water:( )Private well( )Spring ( )Stream ( Community/Public (Name of System) I ' t� N 3 S 2
Is Proof of Adequate Water Attached ? (v) Yes_C)O<No rt1 S 010(r ASnn
Has this project been approved by Pitkin County ? ( /Yes ( ) No
Is a copy of the floor plan attached ( required ) ? (V Yes ( ) No
Application for an individual sewage disposal system is hereby submitted. The undersigned acknowledges that the above information is true and that false information will
invalidate the application and any subsequent permit. Issuance of the pennit does not imply the approval of any other permit required for construction pursuant to Pitkin County
codes. No construction may be urdertaken until all approvals and permits have been obtained. The owner assumes all responsibilities in case of failure or inadequacy of this
system. / n
Signature of applicant Date (03-0— 7 _
or department use below
PERMIT FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM
Design cntena or system to ue uisraucu .. a„ „ ��• ���• •boon /r�
Septic tank capacity: rZ®0 gallons Absorption area: sq. ft. +c
a2 , rre llo0o ya!loo A,,ts Ir. a Y_ _ed'�?1a it ,,l_ 3,4&dd ha e.
a bale, A 3b°/a redac%'cn is 4/Iawcd -lir- yraue(lt.ss chttubers or deel: yraiel,
whf'ch reduces -lG Square {60�agc_ eel or yy ehuubers, bed e�t�,yv A'en
r s rew m m en •d ed ,
An inspection is required prior to backfill of any component of the distribution system.
Design by Engineer Required ? ( ) Yes (.�/No All plans and specifications of the engineer must be followed. Any changes must be approved in
writing and the engineer must certify the final installation to the Environmental Health Department in writing.
Permit approval by: /� Date - %
Plans and specifications of the proposed individual sewa disposal s st m have been reviewed and are considered satisfactory. Permission is hereby granted to the owner or
the agent to perform the work indicated in accordance the Pitkin o my ISDS Regulation in effect at the time of issue. This permit becomes invalid 6 months from the date
that the permit was issued unless system construction has commenced or an extension has been approved in writing by the Department.
Installer: A_,>zlj `d
As -Built drawi s must be included with this permit before the final approval will be issued.
Final Inspection Approval:
Date:
Date requested:
Date Pd.: '� / - �%(d
Receipt
Received by:
9l( Information complete:
-
�
�6 Ai V ( insecli an cI ykt-,(l iyts�t.11ec� s�/s,l!i� . ��e -� llow,�ur
/kLdcd -Iv he uudG :
rte yr�d� a srli W� ru/�lx� n�c1L
r'e rouj-[ S �`nc .G i`cl so cds ind� 1
4ou d s�r i b� li o.-� ko& c ., na-F cone %Y�t..
all levels Were y, 4 . AJeg4 a. c Qrx5 . b cd &ru is*c( 6-f
a 10 chkkc�,-S t" (-%- is" X % m -k,45 w rkc 4-4/
t6vA (q 40 Z'd 4aAL. ()",►- w;ll ua1Ce tj�ashwnt 4&Wc �rdwe-s. u1;((
5cnd r; c-,6 s Q•7d as-bA-I (F
R
61AR 1 1996
Otvt�� -N P'L HEALTH
�IvVIR I ?ITKI�
ASPEN/' "KIN ENVIRONMENTAL HEALTH " cEPARTMENT
APPLICATi-N FOR INDIVIDUAL SEWAGE DI.. JSAL SYSTEM
130 S. Galena St., Aspen Colorado 81611
JSP plkclukf Phone 970-920-5070/Fax 970-920-5039 y' - S`7 y
Name of OWNERiiif o Ln �'.
Owner's Mailing Address _ -�"< < �Cj ` ���
Business Phone: 14 Home Phone: 9 Z — 9
Primary Contact Person (all communication regarding this permit will go through this person)
Name
Company
Contact Mailing Address
Business Phone : Cell Phone: Fax
Parcel ID # (available from assessor's office
at 920-5160 or atwww.aspen.com/assessorn -L—
Street address of oroperty
001_L__,5 4--I 0 U A 4v D P i L C S QD,AQ`
Legal Description: Lot ,Block Filing Subdivision
114k"D I
Size of lot: I - b F acres. Type of proposed structure: Size of bldg. envelope:
Total square feet of house # of bedrooms in house
# of offices, lofts & similar sized rooms in house
Caretaker Unit: Attached ( ) Detached ( ) Total area(sq. ft.) of caretaker unit
If of harirnnmc in caretaker unit # of offices, lofts and similar size rooms of caretaker unit
Permit ;s for: New Home ( ) Repair due to failure ( ) Remodel/Addition ( ) Emergency use ( )
Water: Private viell ( ) Spring ( ) Stream ( ) Community/Public Water System ( )
If community system: Name of system
The fee for a ISDS application is $330 for a permit that takes 6 hours or less for the department to approve. If
approval takes longer than 6 hours, a rate of $55 per hour will be charged. The maximum fee is $1000. The basic
fee of $330 is due at the time of application. The remainder, if any will be due in two stages: first, at the time of
issuance of the ISDS permit; second, before final approval of the ISDS permit.
Application for an individual sewage disposal system is hereby submitted. I hereby certify that the above information
is true and accurate and that I have provided true and accurate information on locations of all existing and
proposed wells, contour intervals, buildings, property lines, ditches, slopes, waterlines, springs, suction or
irrigation lines, drinking water cisterns, drain tiles, irrigation ditches, lakes, water courses, streams, floodplains, dry
gulches, and existing septic systems. I hereby certify that any such features not shown on attached site map are
not present. Issuance of the permit does not imply the approval of any other permit required for construction
pursuant to Pitkin County codes. No construction may be undertaken until all approvals and permits have been
obtained.
The Aspen/Pitkin Environmental Health Department, Pitkin County and employees of these agencies will be held
harmless should the individual sewage disposal system fail or malfunction. The permit to construct is issued on
information submitted by the applicant or his/her representatives. The owner assumes full responsibility in case of
failure of the system.
y
Signature of applicant Date
f
9V
1x en / Pitkin Environmental Health De artm�"nt
P P
Contact Log Sheet
iName:/
ParcelD•
1
Address:
Person Spoken To
Comments Action to be Taken
MOM
i.. •
�.
/
/. .�
IN+
IFN I
-
-M
If IM&WIAN 1 111
EWA,I
/
s :�
MR.IN
-r
a rj F / / i i i MINEMIN
/
I / -/
0
MINE -0 MOMMIN
/
•
! f �L • ll
MEIN
/ ! ' �� Jill
iEMIN
MMIN
/
/ _ I'
-_
._
MINEMI
.[ / / INIME
I
IN I/
i.
MINIM
MUME
/ •
/ L�EMIN J I / /�/ •
.I
_
_MIM�
IN
mw
I
/
mYLi1J Im =I_
9i L
_. '�
_
./ M"
/
' /
I
EMIN
i • •_ ••
•
-n& 1111Y�J�W-
• I
- S
I
, A .. . _
Mr_,
_
�
i
n
* � � + t i� Q
µyr .3�� ?y. �� +/t ,y
'� t
w 7
o
23 <.S 026 P,
ou
Nelson Environmental & Wastewater Solutions, Ltd
E
W
S June 11, 1996
Mr. Yvo Engering
P. O. Box 534
Aspen, Colorado 81612
n (!PE -11-7
JUN 12 1996
ENVIRONMENTAL HEALTH
ASPEN / PITKEN
RE: The Proposed Engering Residence located on Lot 8, Holland Hills Subdivision, Pitkin County,
Colorado,
Dear Yvo,
As requested, Nelson Environmental and Wastewater Solutions, Ltd., performed a soils study and
percolation tests to evaluate the referenced site for a septic system for the proposed house. We
conducted this study in accordance with Article 5 of the Pitkin County Individual Sewage Disposal
System Regulation. We have based our recommendations on the subsurface conditions encountered.
We will furnish this letter to the Aspen/Pitkin Environmental Health Department at our earliest
opportunity in order for you to obtain a permit to construct this individual sewage system.
Proposed Construction and Building Site:
The building lot is in the Holland Hills Subdivision, and is approximately 1.68 acres in size, fronting
onto State Highway 82. As we understand, the residence planned is a four bedroom and three and
one-half bathroom house with an unfinished basement and approximately 2800 square feet of finished
living area.
The house site is located in a meadow with a gently rolling topography, sloping at less than a 10%
grade toward Highway 82 and the Roaring Fork River. Typical of undeveloped lots in this area, the
vegetation pattern of alfalfa, hay, native grasses and weeds covered the property. There are piles of
fill along the Southwest property fine and fence. A driveway was pioneered and staked to the house
site.
Water to the residence is to be supplied from a series of subdivision wells, the closest of which sits
behind the structure on lot 13. This well is located a sufficient distance from obvious sources of
contamination, such as the proposed septic system location.
Subsurface Conditions:
A soil profile, 15 feet to the Northeast of the proposed absorption area and just uphill, was excavated
to a depth of nine and three-quarter feet. The excavation revealed that there was no groundwater
apparent or bedrock present within nine feet of the surface of the ground. There was some soil
compaction from the pressure of the excavating equipment evident in the profile and percolation test
holes.
The soils consisted of a surface layer of reddish brown fine sandy loam about 5 inches thick. The
subsoil was a red fine sandy loam of uniform consistency.
P.O. Box 6961 Snoivmass Village, CO 81615 Office (970) 923.3289 Home & Fax (970) 923.2766
Q 0
ASPEN/PITKIN ENVIRONMENTAL HEALTH DEPARTMENT
ISDS DESIGN REQUIREMENTS
DEPARTMENT USE ONLY
Name Engering
House Siz 4407 (75 gpd, 100 gpd, or 130 gpd)
Number of Bedrooms, Lofts, Offices, Similar Rooms, Main House 5
Number of Bedrooms, Lofts, Offices, Similar Rooms, Caretaker unit 0
Average Daily WastE: Flow 750 # bedrooms X 2 people/br X 75
State Review Required? no
Perc Rate 13 (T)
Design Flo w (Q) = * bedrooms X 2 people/bedroom X gpd X 1.75
Q= 1750
Absorption Area (A== Q/5 X SQRT)
A = 1261.943 sq. ft. of absorption area required
70 infiltrator units without reduction
IType
um 30° reduction is allowed for use of deep gravel or gravelless chambered system.
01 sq.ft. with reduction
49 infiltrator units with reduction
sy m: []Absorption trenches [JAbsorption bed [y6ravel less, chambers
[]Dry well []Seepage Pit []Pumping Chamber
Is an Engineer -Designed System required? no
yes _ reason:
Minimum tank capacity 2000 gallons
Permit # /f 64 _� 9
Parcel ID # ? to 7 - /-)-/- 0/-D y-
100
boy-
DATE:
ox
SETBACK FROM WELL'
# of feet = 160
Remember: 8 feet of additional distance for each 100 gallons/day- of design flow over 1,000 gallons/day
should be added unless an RPE can verify that it is not necessary to prevent contamination.
APPROVED FOR ISSUE BY:
SYSTEM INSTALLED BY:
DATE OF FINAL INSPECTION REQUEST:
FINAL INSPECTION BY:
Printed on Recycled Paper
DATE:
DATE:
W
Engering Residence
Soils Investigation and Percolation Tests
Lot 8, Holland Hills
June 11, 1996
Page 2
The subsurface soil conditions were evaluated with the standard percolation test procedures at the
approximate location shown on Figure 1. After excavating through the piles of fill, the test holes were
excavated at the bottom of shallow, four -foot backhoe pits by hand. Before the test, the sidewalls
were scrapped and gravel was placed in the test holes to prevent scouring the soils off the sidewalls of
the percolation test holes when water was added.
Percolation Test:
Percolation testing was performed in the proposed absorption trench area Southwest of the stakes
demarking the proposed residence. This testing was performed in three shallow holes excavated to a
total depth of between fifty four and sixty inches. An initial filling of the percolation test holes was
done by adding approximately 10 gallons of water to each hole the evening before the percolation test
was actually conducted. The percolation holes were then further pre-soaked by adding water to refill
the test holes to a depth of fourteen inches four times during the eight hour period before beginning
the percolation test.
The results of the percolation testing are presented in Table I. These results indicate the sandy loam
soil has an average percolation rate of 13 minutes per inch, a satisfactory percolation rate under Pitkin
County criteria.
Limitations: This report has been prepared according to generally accepted practices in this area for
use for sewage disposal design purposes. The conclusions and recommendations submitted in this
report are based upon data obtained from our site visits at the location indicated. There is some
possibility that the nature and extent of variations in the subsurface soils across the site may not have
been evident at the time of this investigation, and may need additional evaluation, if further excavation
reveals conditions different from those described. This office should be advised of any unusual
situations as soon as possible so that we may reevaluate our recommendations.
We hope that this investigation is sufficient for your needs. If you have any further questions
regarding this letter or if we may provide additional assistance, please call.
Sincerely,
Robert F. Nelson, R.E.H. S.
President
Reviewed By:
"444-
ay ammond, P.E.
Schmeuser, Gordon, Me
K
0
LOT 7
N
LOT II
IV 13
�� r
Approximate Scale: 1" = 40'
\ / PROPOSED R OENCE ?OF
fVOSED CONTO�/R T
\ \ S / YP. /
S W14 T 27
--Staked Ho \
use Location
\ �`,�\fir_ \ �• � \. \ ' � / ,'. �� w, +n . s. t . .
P `
LOT t� GAF
1, g. ACRES'!AL, 0
h:
\, •,\ ` \ �� � � In Sao' �` .
P-2 Profile E cavation `►j� ,� Sl18DI V
PRP �it,ICLL
\ S I \\ AFRO, '\D,/A 4-
J O
G `� 0, �\ �' LOT 13
C
INV OUT
\ 10
G'-
Dk
�\v
i
t
w
Nelson Environmental & Wastewater Solutions, Ltd
E
W
S TABLE I
PERCOLATION TEST RESULT FORM
Hole Length Depth at Depth at Drop in Average
Hole Depth of Interval Start of Interval End of Interval Water Level Percolation
No. (in.) (Minutes) (Inches) (Inches) (Inches) Rate(Min./Inch)
1 54 10
51/16
41/8
15/16
10
4 1/8
3 1/4
7/8
10
3 1/4
2 1/2
3/4
10
21/2
113/16
11/16
10
1 13/16
1 1/8
11/16
10
11/8
1/4
7/8 12
2 55 10
65/8
53/4
7/8
10
53/4
47/8
7/8
10
47/8
41/16
13/16
10
41/16
31/2
9/16
10
31/2
213/16
11/16
10
213/16
21/16
11/16 15
3 59 10
71/4
61/16
13/16
10
61/16
51/8
15/16
10
5 1/8
43/8
3/4
10
43/8
3 1/4
3/4
10
31/4
21/2
3/4 13
Yvo Engering Property
Lot 8, Holland Hills Subdivision
Date of Percolation Test: 06/08/96
P.O. Box 6961 Snowmass Village, CO 81615 Office (970) 923.3289 Home & Fax (970) 923.2766
W
Nelson Environmental & Wastewater Solutions, L"
E Property Address: Holland Hills Road
W Legal Description: Lot 8 Holland Hills Subdivision
S
Property Owner:
Name Mr. Yvo Engp ng
Address P. O. Box 534, Aspen, CO 81612
Local Phone (970) 544-8220
Contractor:
Name Owner
Saturation and Swcliling
o Smeared surfaces removed? X Yes
o Gravel Added? X Yes To a 4" Depth
o bate and Time presoak water added
06/07/96 a) 6:45 rim and 06/08/96m @i) 7:30 a.m.
o Amount of presoak water added
10 gallons per test hole on 6/07/96
30 gallons in test holes on 06/08/96
o Did water remain in holes after overnight presoak?
No
o Water remaining in holes after two hour presoak periods?
Hole 1: __Yes X No
Hole 2: __Yes X No
Hole 3: Yes X No
Percolation Rate -Measurement
Hole 1: 11 .0 nutes/inch
Hole 2: 15 minutes/inch
Hole 3: 13 iinutes/inch
AVERAGE 13 minutes/inch
rJ
Excavating Contractor:
Name Mike Haas
Groundwater:
o Not Encountered to 9 3/4 ft in profile
o Estimated depth to high seasonal
water if not encountered- 80 feet
o Is area believed to be subject to
seasonal fluctuations which could
result in a seasonal water table?
_ Yes X No
Slope in absorption area
<10% to Southwest
Bedrock
o Not Encountered at 9 3/4 tt.
o Estimated depth if not encountered ->60 feet
o Type of bedrock:
Ciaystonc Shalcs aand Sandstone
X Fractured Weathered
o Is bedrock believed to be permeable?
Yes X No
I certify that the above information is correct and complete to the best of my knowledge and that
all tests were performed in accordance with the provisions of Pitkin County Individual Sewage
Disposal System Regulation, Article 5-1 through 5-8.
Robert F. Nelson
President
Reviewed by:
YX
A
a ammond, P.E.
S meuser, Gordon, N
P.O. Box 6961 Snovvmass Village, CO 81615 Office (970) 923.3289
FROM : LFW/R KOOPSEN PHONE NO. 970 923 3877 Jul. 25 1996 11:07AM POi
CY.
C
7.1 7
...... .
.40
V V
SUMMERS
PROPERTIES WEST, INC
MANAGEMENT
MAINTENANCE
LEASING
SALES
P.O. Box 12047
Aspen, Colorado 81612
(303)925-4446
I G 4
May 31, 1996
Betsy Kipp
Pitco Environmental Health Department
130 S. Galena Street
Aspen, CO 81612
RE: Yvo Engering
Lot 8
Holland Hills at Basalt Subdivision
Dear Betsy,
p'AN 0 .1996
FNVIR0N'rv!"--:N AL HEALTH
�'SP-N / P! 1 KIN
Please be advised that the above applicant can and will be serviced by the
Holland Hills community water system. One of our five wells and our
largest storage facility are located in an easement on the NW corner of Mr.
Engering's lot.
Please call if you have further questions.
Sincere ,
f�
Monroe G. Sur
Holland Hills I
Association
Holland Hills
at Basalt Subdivision
P.O. Box SS
Basalt, CO 81621
May 28, 1996
Yvo Engering
P.O. Box 534
Aspen, CO 81611
Dear Mr. Engering:
Enclosed please find a receipt for payment of the tap fee for Lot 0008 to Holland Hills
subdivision. You are hereby authorized to tap on to and use the subdivision coater system.
If you have any further questions please contact me at 927-4704.
Yours truly,
Paul G. Adams � !3119961
MAY
RONMENTAL HEALTH
ASPEN / PITKEN
SECOND FLOC jP PLAN
2X10 RAFTER HIGH EFFICIENCY FURN. SCALE: 1/4r' = 110"
AND WATER HEATER
IF HIGH EFFICIENCY HEAT IS TO BE USED,
FLUE SPACE WILL BE OMITTED AND
GIRDER TRUSS W/ HIGH EFFICIENCY WATER HEATER WILL ALL INTERIOR TRIM
GABLE BLOCKING BE SUPPLIED. & DOORS ARE OAK
TRUSS HANGER — -
NEW RESIDENCE FOR:
30' COMMON HOUSE TRUSS - - -- -- - _- — � � � � :�
Y\10 ENGERING ASH` OOD
DETAIL —� T
HOUSE WRAP
SCALE: 1/2" - i'Q" ': , � � - - BSMT.
.
SUPPLIED BY MILES fl _� - e s CITY: sTATE:
j� ASPEN CO
-_ - • .__-�-�,_----- ___..-�i�l� 3J 'I!lt1USiJ _
: (�" O.C. T� , DRAWN BY: DATE:
I?I 7.�1u• �s� -� k CLQ 12/27/95 PAGE: 3 OF 7
'
BER:
iiATHli' P.O. BOX 9rs5 KtriSiCv DATE: ACCOUNT iUTA
1*"i!i''SOTA 55.40
NOTES:
1) 22"X30" ATTIC ACCESS WITH
2) ALL EXTERIOR DII.I�NSIONS RUN 3)
TO
INTERIOR WALL DIMENSIONS
ARE TO THE CENTERLINE
30"
HEADROOM, TO BE FRAMED
FROM FACE OF S;iEATHINGl
TERLINE OF THE ALL/
THE CLNY.
UNLESS OTHERWISE NOTED.
AND
LOCATLD BY CONTRACTOR
CODES.
COMPONENT OR FACE SHEATHING
PER
LOCAL BUILC:N'G
- --
U;r'LESS OTHERWISE NOTED_-- -
gm DiTiTiITT 1w BAY WINDOW PACKAGE VINYL L, J F F I : S --- NEIN RESIDENCE FOR:
92-5,/8" STUDS 16" CC 5EC0;ND F,_00R Mile
�d FASCIA I s R — ____� IYVO EfJGEP.?f�iG
4b'OC I:IRS-T F -LOO , I I — -
I -WOOD LYI +DOtiY ALL INTERIOR DOORS ARE I - -STATE:
�'JEATHERSHIELD �"` A + �` I
HornesASPEN. CO
�` r"CTURER -UNIT _ ROUGH OPENING WDW TYPE 6-Plb%NEL STAIN GRADE , 2�o EX.rERiC�l3 I,O11S� I --
N0. HEADER SIZE MIAI:
2X6 TREATED SIL
AI-CHOR BOLTS (
6'0•• O.C. - 210"
AND CORNERS
rliFiIN
TYPICAL FOUNDATION NOTES
I. BEAM, GIRDER AND OTHER CONCENTRATED LOADS SHALL BE
PROVIDED WITH A BEARING OF SOLID MASONRY OR FILLED
CURES OF HOLLOW UNIT MASONRY AT LEAST FOUR (4) INCHES
IN HEIGHT OR WITH A BEARING PLATE OF ADEQUATE DESIGN
AND DIMENSIONS TO DISTRIBUTE THE LOAD SAFELY ON THE
WALL OR PIER.
2. BEAMS FRAMING FROM OPPOSITE SIDES SHALL LAP AT LEAST
SIX (6) INCHES AND BE NAILED TOGETHER.
3. BEAM POCKETS SHALL NOT HAVE LESS THAN FOUR (4) INCHES
OF SOLID MASONRY BETWEEN THEIR ENDS AND THE OUTSIDE
FACE OF THE WALL.
4. AN AIR SPACE OF ONE-HALF (1/2) INCH SHALL BE PROVIDED
AT THE END AND SIDES OF THE MEMBER IN BEAM POCKET.
5. THE BUYER MUST MAKE ARRANGEMENTS TO PURCHASE EXPANSION
JOINTS OR EXPANSION COLLARS FOR USE AROUND PIPING
RUNNING VERTICALLY THROUGH A CONCRETE SLAB,
6. FOOTINGS ARE TO EXTEND BELOW THE FROST LINE OF THE
LOCALITY, AND SPREAD FOOTINGS OF ADEQUATE SIZE SHALL
BE PROVIDED.
7. CONCRETE IN FOOTINGS TO HAVE A RECOMMENDED COMPRESSIVE
STRENGTH OF NOT LESS THAN TWENTY-FIVE HUNDRED (2500)
POUNDS PER SQUARE FOOT (PSF) AT TWENTY-EIGHT (28) DAYS.
8. IN REINFORCED CONCRETE FOOTINGS THE THICKNESS AT THE
EDGE ABOVE THE BOTTOM REINFORCEMENT SHALL BE NOT LESS
T14AN SIX (6) INCHES FOR FOOTINGS.
9. MASONRY UNIT FOOTINGS DEPTH SHALL BE NOT LESS THAN
TWICE THE PROJECTION BEYOND THE WALL, PIER OR COLUMN;
AND THE WIDTH SHALL BE NOT LESS THAN EIGHT (8) INCHES
WIDER THAN THE WALL SUPPORTED THEREON.
10. COMPLIANCE WITH ALL BUILDING CODES AND REGULATIONS (AS
THEY PERTAIN TO SIZES, REINFORCING AND FROST DEPTH
OF FOUNDATION FOOTINGS, THICKNESS, REINFORCING,
WATERPROOFING AND VENTILATION OF FOUNDATION WALLS)
MUST TAKE PRECEDENCE OVER ALL DIMENSIONAL OR NOTED
REFERENCES ON THIS PLAN.
11. SUMP BASKET AND SUMP PUMP LOCATED -FURNISHED AND
INSTALLED BY BUYER/MASONRY CONTRACTOR PER BUILDING CODE.
16d NAIL—�
2X4 BLOCKING (32" O.C.) IS TO
BE NAILED BETWEEN FLOOR JOISTS
FOR THE NAILING OF NON-BEARING
PARALLEL PARTIONS
BLOCKING
NOTE.
ALL FLOOR JOISTS SHOWN ARE
2X10 (S.P.F.02) 16" O.C.
UNLESSS OTHERWISE NOTED.
BASEMENT WINDOWS AND THEIR
EXACT LOCATIONS ARE TO BE
SUPPLIED BY BUYER
2x6 EXTERIOR HOUSE
t WALL STUDS 16" O.C.
WITH 7/16" OSB
WALL SHEATHING
REVERSE
BASEMENT FOUNDATION PLAN
SCALE: 1/41# = 1 '0"
NOTE.
ALL LOWER LEVEL INTERIOR STUDS ARE SHIPPED
IN 96" LENGTHS.
BUYER TO CUT STUDS FOR THE EXACT LENGTH.
(IF A 4" CONCRETE CURB BLOCK IS USED THE
STUDS SHOULD BE CUT IN 89" LENGTHS. IF
AN 8" CONCRETE CURB BLOCK IS USED THE
STUDS SHOULD BE CUT IN 85" LENGTHS.)
Miles
Homes.
Inc.
4700 NA—t rUN LANE. P.O. Buri 9495
MLNNEAPOUS, MINNESOTA 55440
O 10 FLOOR JOISTS
8'0" LONG - 16'• O.C.
(S.P.F. J2 OR BETTER)
NOTE: FLOOR JOISTS FOR THE
BAY ARE NOT PRE-CUT
O2X10 FLOOR JOIST'S
12'0" LONG - 16" O.C.
(S.P.F. #2 OR BETTER
NOTE: FLOOR JOISTS ARE
(NOT PRE-CUT)
IIIGH EFFICIENCY FURN.
AND WATER HEATER
IF HIGH EFFICIENCY HEAT IS TO BE USED,
FLUE SPACE WILL BE OMITTED AND
HIGH EFFICIENCY WATER HEATER WILL
BE SUPPLIED.
NEW RESIDENCE FOR.
YVO ENGERING ASHWOOD
CITY: STATE: BSMT. I
ASPEN CO
DRAWN BY: DATE:
CLQ 12/27/9 PAGE: 1 OF 7
CHECKED BY: REti'ISION DATE: ACCOUNT NUMBER.
020-C9854W
Q
48.0• • 24'0..
- PLATE W/ SILL SEALER.
3- BUYER) 1/2" DIA. X 10"
FRO!A ENDS OF PLATES
3�0 8 �O i is �O 8'0" 14'0"
1'4"11 3'6" 19'2"
AIR WELLS TO BE
_
SUPPLIED BY BUYER
FACE OF MASONRY
:I
(IF REQUIRED)
�r
I
AL TO FACE OF
EQUSHEATHING
- I
I
--�--
-- /BSMT WDW\ J
--
L------)
L-- /BSMT WDW� ----
II
12 COURSES 12" CONC. BLOCK
I
FOOTING
POURED FOUNDATION:
I
r, REFER O TYP. NOTES
Uo (
I
I
FOR A POURED CONCRETE FOUNDATION,
-
W
I
TO BE
p
I
I
BLOCK COURDSESRMINED
BY NUMB RF OFLLS
SH WN.
c►
$ e MID -SPAN
SOIL STACK -^
BASEMENT BRIDGING
I
00 4" MIN. CONC. FLOOR THRU-OUT (METAL)
I
Z W/ 6X6 10 GA. W.W.M. 1' 7 ■ .r
MASONRY
I
N oa 501L STACK -o
L
OPENING
I �v
0
i
I
1 1 •g••R 36.6..
1 I
I 11 BATH
1 COURSE 8" CONC. BLOCK
'�
FURNACE
:✓
I
11 COURSES 12" CONC. BLOCK 1 COURSE 4" CONC. BLOCK
5 COURSES 8" CONC. BLOCK
I
I i L
24" X 12" CONC. FOOTING
_
I FLUE W.H. — JAIL _-, — — — — — jjL — — �(
(REFER TO TYP. NOTES 9-10) (REFER TO TYP. NOTES 9-10)
II
POCKET r BPO 3'0
I -----------------
I
I
I
I TRIPLE STUDS ------ --_ I ___--------
-
o
I (3) 1-3/4"X11-1 /4" MICRO -LAM BEAM 13 RISERS _ I� 2X6X96" STUDS - 16" O.C.
I Illi I{II NII
I
I I
1
M
UP m (
{
n GS)
J
_L,,,L_ _ _ = III �I 16U CO 8" CONE FOOTINRB
� —
I
y 0 L 2X10 HDR. W/
I W/
1 ;o� JOIST HANGERS
LEDGE FOR GARAGE SLAB
'
III) 9'0-1/2'• I
I
I
I o t o I IIII CTR. TO CTR. I POST ON
I
I04
I =_I
z z _ { 3'6-1/2*' 5'6" 47-1/2" 1 BLOCK ON TM +
0 r- -� r -• -�
-' I I I i 30„X30..X8”
I
( I
I
I o
MID -SPAN I CONC. FTG.
1111 IIII T j
I
UNEXCAVATED
1
�ttfl
nv� 6RiDGING 1_ - j
(METAL) IIII Nfi1
` OR SEAB
I FILL
j ( 20'1-3/4" II 1111 i I ' 14'2-1/4"
I{
i
CENTER OF TRIPLE FLOOR JOISTS TO FACE OF MASONRY 12 - I I FACE OF MASONRY TO CTR. OF TPL. .ISYS.
I I 1111 IIII IIII :o I I 12 COURSES 12" CONC. BLOCK
I
14'0" TRIPLE FLOOR 24" X 12" CONC. FOOTING
I I
I ��� _
Ar- `_ — — L 00 11L (REFER TO TYP. NOTES 9-10)
(2) 1-3/4"X11-1/4" MICRO -LAM BM —1,II —
J
--
LINE OF EXTERIOR -
OMIT TOP COURSE OF BLOCK I
— 1 COURSE 8" CONC. BLOCK AT GARAGE DOOR OPENINGS.
1
N OO UNEXCAVATED - HOUSE WALL O
5 COURSES 12" CONC. BLOCK I
24" X 12" CONC. FOOTING
I
,rl
FILL FOR SUB
-----/ LME OF GARAGE WALL
(REFER TO TS 9-10)
TYP. NOTE — — — _- —
(----_— -----�
450
— — — — — — —
— — — — — — — — — -- — — — — —
COUR—SES 8" CONC. BLOCK
16" X 8" CONC. FOOTING
(REFER TO TYP. NOTES 9-10)
4' 0 3 4
16' 3"
4' 0 3 4'•
3' 6" T 0" 3' 6"
—, _ -
M.O.
47' 7 1/2" -- -
--- - - _____24' 4 1/2"
TYPICAL FOUNDATION NOTES
I. BEAM, GIRDER AND OTHER CONCENTRATED LOADS SHALL BE
PROVIDED WITH A BEARING OF SOLID MASONRY OR FILLED
CURES OF HOLLOW UNIT MASONRY AT LEAST FOUR (4) INCHES
IN HEIGHT OR WITH A BEARING PLATE OF ADEQUATE DESIGN
AND DIMENSIONS TO DISTRIBUTE THE LOAD SAFELY ON THE
WALL OR PIER.
2. BEAMS FRAMING FROM OPPOSITE SIDES SHALL LAP AT LEAST
SIX (6) INCHES AND BE NAILED TOGETHER.
3. BEAM POCKETS SHALL NOT HAVE LESS THAN FOUR (4) INCHES
OF SOLID MASONRY BETWEEN THEIR ENDS AND THE OUTSIDE
FACE OF THE WALL.
4. AN AIR SPACE OF ONE-HALF (1/2) INCH SHALL BE PROVIDED
AT THE END AND SIDES OF THE MEMBER IN BEAM POCKET.
5. THE BUYER MUST MAKE ARRANGEMENTS TO PURCHASE EXPANSION
JOINTS OR EXPANSION COLLARS FOR USE AROUND PIPING
RUNNING VERTICALLY THROUGH A CONCRETE SLAB,
6. FOOTINGS ARE TO EXTEND BELOW THE FROST LINE OF THE
LOCALITY, AND SPREAD FOOTINGS OF ADEQUATE SIZE SHALL
BE PROVIDED.
7. CONCRETE IN FOOTINGS TO HAVE A RECOMMENDED COMPRESSIVE
STRENGTH OF NOT LESS THAN TWENTY-FIVE HUNDRED (2500)
POUNDS PER SQUARE FOOT (PSF) AT TWENTY-EIGHT (28) DAYS.
8. IN REINFORCED CONCRETE FOOTINGS THE THICKNESS AT THE
EDGE ABOVE THE BOTTOM REINFORCEMENT SHALL BE NOT LESS
T14AN SIX (6) INCHES FOR FOOTINGS.
9. MASONRY UNIT FOOTINGS DEPTH SHALL BE NOT LESS THAN
TWICE THE PROJECTION BEYOND THE WALL, PIER OR COLUMN;
AND THE WIDTH SHALL BE NOT LESS THAN EIGHT (8) INCHES
WIDER THAN THE WALL SUPPORTED THEREON.
10. COMPLIANCE WITH ALL BUILDING CODES AND REGULATIONS (AS
THEY PERTAIN TO SIZES, REINFORCING AND FROST DEPTH
OF FOUNDATION FOOTINGS, THICKNESS, REINFORCING,
WATERPROOFING AND VENTILATION OF FOUNDATION WALLS)
MUST TAKE PRECEDENCE OVER ALL DIMENSIONAL OR NOTED
REFERENCES ON THIS PLAN.
11. SUMP BASKET AND SUMP PUMP LOCATED -FURNISHED AND
INSTALLED BY BUYER/MASONRY CONTRACTOR PER BUILDING CODE.
16d NAIL—�
2X4 BLOCKING (32" O.C.) IS TO
BE NAILED BETWEEN FLOOR JOISTS
FOR THE NAILING OF NON-BEARING
PARALLEL PARTIONS
BLOCKING
NOTE.
ALL FLOOR JOISTS SHOWN ARE
2X10 (S.P.F.02) 16" O.C.
UNLESSS OTHERWISE NOTED.
BASEMENT WINDOWS AND THEIR
EXACT LOCATIONS ARE TO BE
SUPPLIED BY BUYER
2x6 EXTERIOR HOUSE
t WALL STUDS 16" O.C.
WITH 7/16" OSB
WALL SHEATHING
REVERSE
BASEMENT FOUNDATION PLAN
SCALE: 1/41# = 1 '0"
NOTE.
ALL LOWER LEVEL INTERIOR STUDS ARE SHIPPED
IN 96" LENGTHS.
BUYER TO CUT STUDS FOR THE EXACT LENGTH.
(IF A 4" CONCRETE CURB BLOCK IS USED THE
STUDS SHOULD BE CUT IN 89" LENGTHS. IF
AN 8" CONCRETE CURB BLOCK IS USED THE
STUDS SHOULD BE CUT IN 85" LENGTHS.)
Miles
Homes.
Inc.
4700 NA—t rUN LANE. P.O. Buri 9495
MLNNEAPOUS, MINNESOTA 55440
O 10 FLOOR JOISTS
8'0" LONG - 16'• O.C.
(S.P.F. J2 OR BETTER)
NOTE: FLOOR JOISTS FOR THE
BAY ARE NOT PRE-CUT
O2X10 FLOOR JOIST'S
12'0" LONG - 16" O.C.
(S.P.F. #2 OR BETTER
NOTE: FLOOR JOISTS ARE
(NOT PRE-CUT)
IIIGH EFFICIENCY FURN.
AND WATER HEATER
IF HIGH EFFICIENCY HEAT IS TO BE USED,
FLUE SPACE WILL BE OMITTED AND
HIGH EFFICIENCY WATER HEATER WILL
BE SUPPLIED.
NEW RESIDENCE FOR.
YVO ENGERING ASHWOOD
CITY: STATE: BSMT. I
ASPEN CO
DRAWN BY: DATE:
CLQ 12/27/9 PAGE: 1 OF 7
CHECKED BY: REti'ISION DATE: ACCOUNT NUMBER.
020-C9854W
Q
io
�;'T A �VN' Pe
LOW POINT ELEV = 96.76
LOW POINT STA = 2-010 00
PVI STA :-, 2+07.42
PVI ELEV = 96.112'
4-D. = 6.41
K = 12.4 7
80,00, vc
PVI STA 0+88.19
1
P'�./ I ELEV 100.19
.a. D, ::: -1,"41
K - 35.3`
50�00' vc
2,00 1+00
DRIVEWAY CENTERLINE PR—OFILE
SCALE.
H: 1 40'
V. I., 10,
REVIEWEL)
H. E. B. 0 A T F:
DESKNED BY:
REVIEWED
C
CHUXED BY:
[DA7E:
H.E-B.
m
100
90
L}.41 MV.-ELE V
85
LO
0+00
7
L 0 -T
r.
10,
01
19
0 T
( j t=� 4
\(U
+ tk
8 C R E,--"
INV 007
�s
X /000 6AL. CONC.
\
YWELL WITH CA
S7
'X
�\ D'q e% -'� \
IRCIN /&L. E 7' ORA TE
-IROR05fl) "..5'
Hf'3H BEAM
+
.s'
V\ V.,
Z, 'D4 Qeti
—
V,
c?'
4:"
4 _mp
X
T
CO&TOYPS (T i',°.!
F"06 -; 7
Fe 2, 5 46
T 27.76
L 41*
X
C
A
212"38' e-_"9
L
= 73-11'
T
37,04'
C
= 72.63'
CB
S 56' 56' 39" W
0
i— E., r. T 4C? 40 F EE. T
L
GRAPHIC SCALE
SIC AL E 1 ItJCj-j 4�'D F E- E T
C.0NT()UR INTERVAL -- 2 FEE -T
LE. GE ND
0 IELEPHONE PEDESTAL
I—CLI p W f7 F, POLE
OVERH f7 AD P 0 W E R UNIE
BARBED WIPE FENCE
DITCH
American Consulting
Engineers Council
ieers
M Mv-,iirb
ember
V! N! DATi
ASPEN, COLORADO
MEW [WWRO-1 f`4 3- 10-N
ENGERING 1' 40' 8100-01-87
,FOR SHEEI NO:
BANNER ASSC 04JES, INC. CON,. -')UL -'TING ENGINEF'R':)' a SURVEYORS
2777 CROSSROADS B0uI-EV4tRD GRAND JUNCTION, CO 81,506 (303) 243-2242 HOLLAPJD, HILLz. S U D I V IS, 10 �1) L 0 T 8—
FOR BANNER ASSOCIATES, INC 60)5 E. IMAiN SUITE 6 ASPEN, CO 1,31611 (30-3) 925-5857 ----- ---- -- --l-I - --- -- I
SI—FE AI\JD GRADING DRAHWMIPE PLAN)
-W -0-mm-M, MOW,."
w MUMMER& IMMMWM �'.Lftu— J