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HomeMy WebLinkAbout5572 Hwy 6 - 211303300005Work Classification: NewPermit
PO BOX 850
EAGLE CO 81631
Address Owner Information
Permit Status: Active
Project Address
211303300005
Permit Type: OWTS Permit
Permit NO. OWTS-9-14-11384
Expires: 1/27/2015 Issue Date: 9/29/2014
Parcel No.
5572 HWY 6
Private Wastewater
System
Environmental Health
Department
P.O. Box 179
500 Broadway
Eagle, CO 81631-0179
Phone: (970)328-8755
Fax: (970)328-8788
Phone: (970)328-8780
Cell:
Inspection
For Inspections call: (970) 328-8755
Inspections:
IVR
OWTS Final Inspection 095
PhoneEngineer(s)
970-945-8676HIGH COUNTRY ENGINEERING
Contractor(s)Phone Primary ContractorLicense Number
OLDCASTLE SW (970)328-1734 Yes44-14
EAGLE COUNTY
EAGLE COUNTY
Permitted Construction / Details:
Installation of the Gunnison Vault Toilet Building as stamped by Timothy A. Baldridge PE, dated April 26,
2013; and in accordance with the installation instructions sanctioned by Thomas J. Scott PE, in his
September 29, 2014 letter to Ray Merry with Eagle County Environmental Health.
Engineer certification of proper installation along with as-built location on a site map with photos must be
submitted to and approved by Eagle County Environmental Health prior to using the vault.
Issued by: Environmental Health Department, Eagle County, CO
October 01, 2014
Date
Customer Copy
Ray Merry
CONDITIONS:
1. THIS PERMIT EXPIRES BY TIME LIMITATION AND BECOMES NULL AND VOID IF THE WORK AUTHORIZED BY THE PERMIT IS NOT
COMMENCED WITHIN 120 DAYS OF ISSUANCE, OR BEFORE THE EXPIRATION OF AN ASSOCIATED BUILDING PERMIT
2. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM
REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN C.R.S. 25-10-101, et seq., AS AMENDED
3. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND
BUILDING REQUIREMENTS. CONNECTION TO, OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND
BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT, AND WILL RESULT IN BOTH
LEGAL ACTION AND REVOCATION OF THE PERMIT
4. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL
SYSTEM TO BE LICENSED
Work Classification: NewPermit
PO BOX 850
EAGLE CO 81631
Address Owner Information
Permit Status: Active
Project Address
211303300005
Permit Type: OWTS Permit
Permit NO. OWTS-9-14-11384
Expires: 1/27/2015 Issue Date: 9/29/2014
Parcel No.
5572 HWY 6
Private Wastewater
System
Environmental Health
Department
P.O. Box 179
500 Broadway
Eagle, CO 81631-0179
Phone: (970)328-8755
Fax: (970)328-8788
Phone: (970)328-8780
Cell:
Inspection
For Inspections call: (970) 328-8755
Inspections:
IVR
OWTS Final Inspection 095
PhoneEngineer(s)
970-945-8676HIGH COUNTRY ENGINEERING
Contractor(s)Phone Primary ContractorLicense Number
OLDCASTLE SW (970)328-1734 Yes44-14
EAGLE COUNTY
EAGLE COUNTY
Permitted Construction / Details:
Installation of the Gunnison Vault Toilet Building as stamped by Timothy A. Baldridge PE, dated April 26,
2013; and in accordance with the installation instructions sanctioned by Thomas J. Scott PE, in his
September 29, 2014 letter to Ray Merry with Eagle County Environmental Health.
Engineer certification of proper installation along with as-built location on a site map with photos must be
submitted to and approved by Eagle County Environmental Health prior to using the vault.
Office Copy
October 01, 2014
Issued by: Environmental Health Department, Eagle County, CO Date
Ray Merry
CONDITIONS:
1. THIS PERMIT EXPIRES BY TIME LIMITATION AND BECOMES NULL AND VOID IF THE WORK AUTHORIZED BY THE PERMIT IS NOT
COMMENCED WITHIN 120 DAYS OF ISSUANCE, OR BEFORE THE EXPIRATION OF AN ASSOCIATED BUILDING PERMIT
2. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM
REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN C.R.S. 25-10-101, et seq., AS AMENDED
3. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND
BUILDING REQUIREMENTS. CONNECTION TO, OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND
BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT, AND WILL RESULT IN BOTH
LEGAL ACTION AND REVOCATION OF THE PERMIT
4. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL
SYSTEM TO BE LICENSED
DEPARTMENT OF
ENVIRONMENTAL HEALTH
(970) 328-8755
FAX: (970) 328-8788
TOLL FREE: 800-225-6136
www.eaalecountv.us
EAGLE COUNTY
P.O. Box 179
500 Broadway
Eagle, CO 81631
www.eaglecounty. us
APPLICATION FOR ON-SI_TE WASTEWATER TREATMENT SYSTEM (OWTS) PERMIT
INCOMPLETE APPLICATIONS MAY NOT BE ACCEPTED (SITE PLAN MUST BE INCLUDED)
FEESCHEDULE
APPLICATION FEE FOR NEW OWTS OR MAJOR REPAIRS $800.00 MINOR REPAIR FEE 400.00
Fee includes the design review, permitting and maintenance of OWTS records
Make all checks payable to: Eagle County Treasurer
Property Owner: go, k 4rwa ��02- _ Phone:
Owner Mailing Address: 163 email: U f lom &�A,�• U s
Professional Engineer: Lln'? Phone:
Applicant I Contact Person: P ne: 9-7Z2 -32L � �Q
Licensed Systems Contractor Name /Company: �e 5k
Contractor Mailing Address:
Contractor License #:_l�
Contractor Phone Number: Q14D 3pr< - F� 3y email• 0-g0.lra QjAMSUCALc e no- is.�,
OWTS Permit Application is for: k New Installation Alteration Repair
Tax Parcel Number: Z H 3 03 3 - 00 00 5 Lot Size:
Assessor's Link: www.eaglecounty.us/patie/
Physical Address:
Legal Description:
Building Type:
Residential / Single Family Number of Bedrooms:
Residential / Multi Family Number of Bedrooms:
Commercial / Industrial Type of Use:
*As of 06/27/2014, all systems require design by a Registered Professional Engineer
Type of Water Supply: Privates IW%ell Spring Surface Public
If Public, Name of Subplie;X: IV l r�
O Ice Use Only: OWTSPE IT # _/ - /% -30 BUILDING PERMIT #
Amount Paid: Receipt #: Check #: Date: 9 3
� 1
DEPARTMENT OF
ENVIRONMENTAL HEALTH
(970) 328-8755
FAX: (970) 328-8788
TOLL FREE: 800-225-6136
www.eaglecounty.us
RAYMOND P. MERRY, REH
Director
December 9, 2014
Toby Sprunk
Eagle County Open Space
RE:Final approval of septic permit OWTS-9-14-11384;Tax parcel #211303300005;
Property location: 5572 US Hwy 6, Duck Pond Open Space parcel in the Gypsum area
Toby:
This letter is to inform you that the above-referenced septic permit has been inspected and
finalized.This permit was approved for a bathroom vault located at the Duck Pond Open Space
location.Additional information about the maintenance your septic vault needs can be accessed
through CXT Precast Products,the manufacturing company for the vault or through the web site
links provided on the Environmental Health Department’s home page at
http://www.eaglecounty.us/envHealth/
Be aware that changes in the use of your property or alterations of your building may
require commensurate changes to, or relocation of, your septic system vault.
The system has been designed to last for many years with proper maintenance.
If you have any questions regarding this information,please contact us at (970)328-8755 and
reference the OWTS septic permit number.
Sincerely,
Terri Vroman
Administrative Technician IV
cc:OWTS permit folder
Energov electronic file
CIVIL ENGINEERING
Ai,. 8-iployee Owned Company
November 17, 2014
Mr. Ray Merry, REHS
Eagle County Environmental Heath
P.O. Box 179
500 Broadway
Eagle, CO 81631-0179
RE: Eagle County Duck Pond Open Space
Onsite Waste Water Treatment System Inspection
Dear Ray:
LAND SURVEYING
On November 12, 2014, High Country Engineering Inc. observed the installation of the vault
privy at the Eagle County Duck Pond Open Space site, located at 5572 U.S. Highway 6.
The installed vault privy is a pre -cast concrete structure Gunnison model, manufactured by CXT
Incorporated. The toilet vault was set in natural ground, in accordance with the manufacturer's
installation procedures, the Eagle County Public Health Agency On -site Wastewater Treatment
System Regulations, and the Colorado Department of Public Health and Environment Water
Quality Control Commission On -Site Wastewater Treatment System Regulation 9 43, 5 CCR
1002-43, dated June 30, 2013.
Please contact us if we can be if further assistance.
Sincerely;
-.. /1 -7/1�
Thomas J. Sco .
High Country E j"t
On behalf of the Ead_!/r �
Open Space Department
1517 Blake Avenue, Suite 101
Glenwood Springs, CO 81601
970.945.8676 phone
970.945.2555 fax
www.hceng.com
CIVIL ENGINEERING
An Employee Owned Company
September 29, 2014
Mr. Ray Merry, REHS
Eagle County Environmental Heath
P.O. Box 179
500 Broadway
Eagle, CO 81631-0179
RE: Eagle County Open Space Duck Pond Boat Ramp
Onsite Waste Water Treatment System Permit Request
Dear Ray:
LAND SURVEYING
Eagle County Open Space hereby formally requests permission to install a vault toilet at Eagle
County's Open Space Duck Pond Boat Ramp site, located at 5572 U.S. Highway 6. There are no
public sanitary sewer facilities currently serving the site.
The proposed toilet vault will be a pre -cast concrete structure Gunnison model, manufactured by
CXT Incorporated. The toilet vault will set in natural ground. Attached are the manufacturer's
installation procedures, a vicinity map and a site plan.
The base of the toilet vault should be placed on a one inch thick leveling layer of compacted
sand. The excavation and subgrade should be moistened and compacted prior to placement of the
sand leveling layer. Both the subgrade and the sand leveling layer should be compacted to at
least 95 percent of standard proctor density, and moisture content near optimum. These soil
requirements should be tested and verified by the Contractor's consulting geotechnical engineer.
Please contact us if we can be if further assistance.
Sincerely;
W
Thomas J. Scot K . Fg11q
High Country
On behalf of the ,tj'jK'atii0V Open Space Department
1517 Blake Avenue, Suite 101
Glenwood Springs, CO 81601
970.945.8676 phone
970.945.2555 fax
www.hceng.com
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EAGLE COUNTY DRAWN BY' SCALE:
HIGH COUNTRY ENGINEERING, INC. OPEN SPACE DEPARTMENT Las 1 20001
Id I N VE RNESS DRIVE EAST, SCE F• i 20, ENG LEWOOD, CO 80112 CHECKED BV; PROJECT NO'
PHONE 0031925,0544 FAX 0"9250547 DUCK POND TJS 214rO29,00
Ir; 17 SLA KE AVENVV, STE 101. G LENWOOD SPRINGS. C 001 SO I E30AT RAMP DATE• PAGE:
PHONE (970) 945.8676 FAX (970) 94Sr2SS5 $2$• 1 4 I
www-r[ce,ra.co,a VICINITY MAP
FILE:
J.l5u5ltrRp l!?. 15/ 19�IOWGJSWMPlVIC[N1TY hIM.PwO
LEGEND
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
-- - ExISTING MAJOR CONTOUR
- - - EXISZING MINOR CONTOUR
4.217 45 ' J, J
Q�
4''!
I
qp4"�
�-
1,
INSTALL VAULT TOILET f
■ CXT GUNNISON MODEL
1\vIllil r rf r •� � I 11
rn4.
V r .
i
1I �
r, I
:875;5f. •;;. . EED 825.48
r ..
HIGH COUNTRY ENGINEERING, INC.
EAGLE COUNTY
DRAW 7J5
SCALE. 1.. _ Im
OPEN SPACE DEPARTMENT
CHECKED 9Y'
PROJECT D:
14 INVERNESS DRIVE EAST, STE F-120, ENGLEWOOD, CO 80112
TJS
2141029.00
PHONE (303) 925-0544 FAX (303) 92-90547
DUCK POND
1517 BLAKE AVENUE, STE 101. GLENWOOD SPRINGS, CO 81601
BOAT RAMP
DATE.
PAGE:
PHONE (970) 945-8676 FAX (970) 945-2555
O.W.T.S. SITE PLAN
9.29-14
2
wrrw.mCeNG.CoM
FILE:
J./54 $ ilydoi/21 d/ 1029lrnvts/C YVIS/S1TE PLAN.owc
-CXT INCORPORATED
SPOKANE, WASHINGTON
SUGGESTIONS FOR INSTALLATION
OF THE GUNNISON MODEL
1.0 MEASUREMENTS
A. Vault
Vault Height: 4'4"
Vault Width: 6'6"
Vault Length: 14'7 %"
Vault Weight: 17,400 lbs.
B. Building
Floor Dimensions: 0'5" height, 6'6" in width, 14'7 1/2" in length
Total Building: 9' 6" in height, 8' 6" in width, 14'7 ''/z" in length
Total Weight: 25,875 lbs
2.0 INSTALLATION
A. Placement
The floor of the building and the top of the vaults should be the high spot
of the site chosen. Finished floor elevation should be 4- 6 inches above
natural grade measured at the front entrance of the floor. Both the floor
and the top of the vault should be above the surrounding ground level with
the pathway sloped up to meet the entryway. Ideally, the back of the
building should be slightly higher to allow water to freely drain out of the
toilet rooms.
B. Excavation, Backtill and Compaction
The hole dug to accommodate the vaults must be large enough to be
workable and to allow the floor to the building to fit on the vaults when
placed, but small enough to avoid excessive backfill after placement (use
your own judgement). Compact the natural ground at the bottom of the
vault excavation with a minimum of three passes with a whacker -type
mechanical compactor or equivalent approved by the customer. Install
aggregate bedding material for building support. Compact aggregate
course with two passes with a whacker -type mechanical tamper or
Installation- Gunnison 1 Does. I
Rev.0
B. Excavation, Backfill and Compaction (continued)
equivalent approved by the customer. Install leveling course of sand so
there will be no high spots in the middle of the vault bottom. Set vault in
place. Ideally, the containment area end of the vault should be slightly
higher; '/4" per foot of run to allow the building to sit higher. Insure vault
is level, side to side. Backfill around the structure. Use excavated
material for backfill, rocks larger than 6-inches in maximum dimension
shall not be placed within 6-inches of the exterior vault walls. Fill,
adjacent to the building entry will have excavated material placed in fl-
inch loose lifts and compacted with a minimum of two passes with a
whacker -type mechanical compactor or equivalent approved by customer.
After the vault is placed in the hole and backfilled, place the butyl tape
supplied around the entire top surface of the vault. Make sure that the area
is free of debris.
C. Other Important Points
I . Southern exposure for the vent stack is ideal, as this allows for
heating of the vent stack. Heating of the vent stack aids in the
venting of the building. Whenever possible, the placement of the
building should be chosen with this in mind.
2. Aggregate bedding material provides a solid base for the vault.
3. Sand is preferable for use in leveling the bottom of the hole
excavated for the vault, as it is easier to level.
4. Use of softeners when lifting the building is critical to prevent
spawling to the roof of the building, if nylon leads are not
available.
5. When lining up the vault and the floor of the building, lining up the
rear corners of the vault (the containment portion) and floor (by the
clean -out and vent stack) is the easiest and best way to set the
building. The screen section and sidewalks will overhang the vault
by several inches.
6. Important: Check the seal of the containment portion of the vault
by getting into the vault through the clean -out cover in the back of
the building after building placement. There should be no light
leaking through, with the exception of the riser and vent stack
holes.
Use the caulk provided to seal around the riser and vent stack
where it joins the floor and roof panels. When sealing the vent
stack, be sure to put a bead of caulk in the floor vent hole, insert
vent stack, then caulk around vent stack.
Installation- Gunnison 2 DocS 1
Rev 0
A Recommended Lifting Equipment
CXT can provide a drawing of the recommended lifting/rigging
arrangement. Four lifting plates and four 3/4" coil bolts 6-inch long for the
building can be provided for a refundable deposit of $1,000.00.
1. Crane of appropriate capacity to lift and place vault (17,000
lbs.) and building (26,000 lbs.) onto designated site.
2. Four equal lengths of cable or nylon leads for a minimum
of25°0 feet.
3. Four lifting plates (CXT can provide).
4. Four softeners (wood or plastic) to protect roof edge where
leads make contact if cable is used.
5. Four %" coil bolts 6-inches long (CXT can provide).
Installation- Gunnison 3 DOCS.I
Reyk
BID SET DOCUMENTS FOR THE
I M "(0) \L1 1)
UNCC
CALL BEFORE
YOU DIG
1-800-922-1987
Utility Notification
Center of Colorado
Administrative Office 303-232-1991
12600 W. Colfax Ave., Suite B-310
Lakewood, Co 80215
1901)) ' I
N 607
I Ilu
5572 U.S. HIGHWAY 6 AND 24
SECTION 3, TOWNSHIP 5 SOUTH, RANGE 86 WEST, OF THE SIXTH PRINCIPAL MERIDIAN,
EAGLE COUNTY, COLORADO
o
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O
70
D
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k
i
SITE LOCATION
E 'pz re flu [ k Le rvc* Dp
�ar�ae a air -
VICINITY MAP
SCALE: 1 "=2000'
CIVIL
SHEET
INDEX
SHEET
NUMBER
TITLE
C
1.
TI-01.
TITLE SHEET
C
2.
GN-01.
GENERAL NOTES
C
3.
SP-01.
SITE PLAN
C
4.
GR-01.
GRADING AND EROSION CONTROL PLAN
C
5.
SG-01.
SIGNAGE PLAN
C
6.
PP-01.
DRIVEWAY PLAN AND PROFILE
C
7.
PP-02.
BOAT RAMP PLAN AND PROFILE
C
8.
CS-01.
CROSS SECTIONS
C
9.
RE-01.
RIVER BANK RESTORATION PLAN
C10.
DT-01.
STANDARD EROSION CONTROL DETAILS
C
11.
DT-02.
STANDARD DETAILS
STRUCTURAL SHEET INDEX
SHEET NUMBER
S1
TITI F
RAMP DETAILS
ENGINEER'S CERTIFICATION
PREPARED UNDER MY SUPERVISION
TOM J. SCOTT, P.E. DATE
COLORADO NO. 39393
FOR AND ON BEHALF OF HIGH COUNTRY ENGINEERING, INC.
CALL 2-BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE, OR EXCAVATE
FOR THE MARKING OF UNDERGROUND
MEMBER UTILITIES.
1. The Contractor shall conform to the Project Specifications. In the case of any discrepancy between the Drawings and
Technical Specifications, the Technical Specifications shall prevail.
2. The Contractor shall conform to all Eagle County rules, regulations and stipulations while accessing through or working
within the site.
3. All materials and workmanship shall be subject to observation by the owner and its representatives, and High Country
Engineering, Inc. These parties reserve the right to accept or reject any such materials and workmanship that do not
conform to the approved drawings and/or standards and specifications.
4. Utilities marked on Plans are approximate. The Contractor is responsible for field locating any and all utilities and their
protection. The Contractor is made aware that conflicts with existing utility services may exist. Prior to beginning any
construction, the Contractor shall contact all appropriate utility companies for line locations, and Contractor shall then
locate all utilities (including depth). Utilities that are damaged by the Contractor shall be repaired by the Contractor at
no expense to the Owner or Engineer.
5. The locations of underground utilities have been plotted based on utility maps, construction/design plans, other
information provided by utility companies, and field locations in some instances. These utilities, as shown, may not
represent actual field conditions.
6. All utilities, both underground or over head, shall be maintained in continuous service throughout the entire construction
period, the contractor shall be responsible and liable for any damages to, or interruption of, services caused by the
construction.
7. The Contractor shall obtain at their expense all permits and inspections which are necessary to perform the proposed
work, including State CDPHE discharge permits.
8. The Contractor shall notify the Owner at least 48 hours prior to any construction. If work is suspended for any period
of time after initial start-up, the Contractor must notify the project engineer 48 hours prior to re -start.
9. The Contractor shall coordinate and schedule a preconstruction meeting at least 48 hours prior to any excavation.
participants shall include, but not be limited to, representatives of the Contractor, excavator, engineer, and Owner.
10. Contractor shall not scale drawings for construction purposes. Any missing dimensions or discrepancies in plans, field
staking or physical features shall be brought to the attention of the Owner. If the Contractor proceeds with the work
without notifying the Owner, he does so at his own risk.
11. Observations of the work in progress and on -site visits are not to be construed as a guarantee or warranty by the
Owner of the Contractor's contractual responsibilities.
12. The Contractor is responsible for the stockpiling of materials. The Contractor shall coordinate with the Owner and the
material supplier in advance of delivery.
13. Initial survey control points shall be provided by the Engineer. The Contractor is responsible for maintaining the control
points and providing necessary construction staking.
14. The Contractor is required to contact High Country Engineering, Inc. to establish/confirm construction benchmarks.
15. Project safety is the responsibility of the Contractor. The Owner is not responsible for safety in, on, or around the
project site, nor for compliance by the appropriate party with any regulations relating thereto.
16. All excavations for utility lines, culverts, or trenches shall meet the requirements of the Occupational, Safety and Health
Administration (OSHA) and Eagle County, whichever may apply.
17. All traffic control devices shall comply with the latest version of the "Manual on Uniform Traffic Control Devices" and the
Contractor is directed to pay particular attention to the section of construction traffic.
18. The Contractor shall coordinate pedestrian and vehicle traffic disruptions with property and business owners.
19. The Contractor shall not park any vehicles or equipment in, or disturb, any area not approved by the Owner.
20. Permittee or Contractor shall procure and maintain general public and auto liability, and property damage insurance
covering the operation under this permit in the amounts acceptable to the Owner.
21. All structures, concrete, trees, brush and rubbish shall be removed and legally disposed of by the Contractor at no
additional cost to the project.
22. Contractor shall contain construction operations to the area within the Owner's property and right-of-way. Contractor
shall not operate outside this area without the prior express consent of the private land owner. Any damage to private
property by the Contractor outside these limits without permission of the private land owner will be the responsibility of
the Contractor.
23. The Contractor shall protect and preserve all features located out of the scope of work including concrete, pavers,
asphalt, pavement markings, trees, bushes, shrubs, and ground cover in a manner acceptable to the Owner. All
disturbed areas shall be restored, replaced, or repaired to original condition and to the satisfaction of the Owner.
24. Proposed boat ramp section design obtained from Oddo Engineering, Inc.
25. Compaction testing shall be done as specified in the compaction recommendations of the geotechnical report. All soils
testing shall be performed by an independent subcontractor selected by the Owner.
26. All organic matter shall be removed from fill areas.
27. All fill material to be placed beneath pavement to be compacted and tested per the geotechnical engineering
requirements.
28. The Contractor shall take all appropriate precautions to significantly reduce any potential pollution caused by his
activities, including vehicle fueling, storage of fertilizers, chemicals, etc. The Contractor shall have identified procedures
for handling potential pollutants and have identified spill prevention and response procedures prior to any activities at the
project site.
29. The Contractor shall keep one set of contract drawings marked to fully indicate as -built conditions. The drawings shall
be provided to the Owner upon completion of this work. As-builts ties to all improvements are to be provided by the
Contractor.
30. If ground water is encountered during excavation beyond the expected river levels, the Contractor shall notify the Owner
immediately.
31. Provide dewatering for ground water encountered during excavation and trenching. Construction dewatering permits are
required and must be obtained by the Contractor for ground or river water seepage encountered. Dewatering is
considered a part of the work. Refer to drawings for more information.
32. Contractor shall maintain positive drainage away from existing roads, sidewalks, and structures in all directions.
33. The construction of all roads, sidewalks, earthwork and other infrastructure development not specifically specified by
separate utility companies, shall be constructed to the Colorado Department of Transportation Standard Specifications for
Road and Bridge Construction 2011 Edition and latest revisions, and CDOT Traffic Standard Project Plans, 2012 edition
and latest revisions. The Contractor shall obtain copies of these specifications and plans. The Contractor shall have one
copy of the plans and one copy of the specifications at the job site at all times.
34. All site development will be constructed to the above mentioned Colorado Department of Transportation Standard
Specifications for Road and Bridge Construction 2011 Edition and latest revisions, and Eagle County Land Use Regulations
as may be applicable. When standards conflict, the standard judged most restrictive by the Owner shall prevail. The
Contractor shall obtain copies of the Eagle County Land Use Regulations in its most current edition and have that copy
on the site at all times.
35. Road subgrade and finished aggregate base course shall be proof rolled and free of deflection to the satisfaction of the
Owner. Any failing areas shall be repaired and proof rolled again until accepted by Owner, with no additional cost to
Own er.
36. Site topsoil shall be stripped and stockpiled, for later reuse for on site restoration purposes.
37. Topsoil shall be stockpiled to the extent practicable on the site for use on areas to be revegetated. Any and all
stockpiles shall be located and protected from erosive elements, including erosion control around the perimeter of said
stockpiles.
38. Disturbed areas shall be re -seeded and mulched.
39. Oversize boulders encountered during the Work shall be removed and stockpiled at the site as designated by Owner, at
no added expense.
40. Contractor is responsible for daily cleaning tracked debris on public streets caused by activities on the site.
41. Contractor is responsible for dust control of the construction site at all times.
42. Contractor shall comply with all local, county, and state regulations pertaining to grading, dust and erosion.
43. At all times, the property shall be maintained and/or watered to prevent fugitive dust. Earthwork operations shall be
discontinued when fugitive dust significantly impacts adjacent property. If earthwork is complete or discontinued and
dust from the site continues to create problems, the Owner/developer shall immediately report damage to adjacent
properties.
44. Contractor shall establish and maintain vehicle tracking pads at all construction accesses.
45. Contractor shall employ storm drainage, pollution, erosion and sediment control Best Management Practices within the
site at all times.
46. All discharges are subject to the provisions of the Colorado Water Quality Act and the Colorado Discharge Permit
Regulations. The Contractor shall obtain at their expense any and all discharge permits necessary to perform the
proposed work.
REVEGETATION NOTES:
General Notes:
1. Revegetation configuration as shown on drawings is approximate. Contractor shall revegetate disturbed area as marked
or as otherwise identified in the field.
2. Restore all disturbed areas to equal to or better than pre-existing conditions.
PROHIBITED CONSTRUCTION ACTIVITIES:
1. Using any substance other than water to control dust.
2. Open burning of project debris without a permit. The contractor is responsible for obtaining the permit or disposing of
the trees and stumps.
3. Pumping of sediment -laden water from trenches or other excavations into any surface waters, any stream corridors, any
wetlands, or storm sewers.
4. Discharging Pollutants - such as chemicals, fuels, lubricants, bituminous materials, raw sewage - and other harmful
waste into or alongside rivers, streams, impoundments or into natural or man-made channels leading thereto.
5. Storing construction equipment and vehicles and/or stockpiling construction materials on property, public or private, not
previously specified by the engineer for said purposes.
6. Disposing of excess or unsuitable excavated material in wetlands or flood plains, even with the permission of the
property owner.
7. Indiscriminate, arbitrary, or capricious operation of equipment in any stream corridors, wetlands surface waters, or outside
the easement area.
8. Damaging vegetation outside of the construction area.
9. Disposal of trees, brush and other debris in any stream corridors, any wetlands, any surface waters, or at unspecified
locations.
ID SE
8-28-14
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PROJECT NO.
2141029.00
GN-01
C2
EXIST. EDGE OF ASPHALT (TYP)
NORTHING:1100419.03
EASTI N G: 943522.01
P'ND 24
GHW A o
HI 6
PROPOSED CENTERLINE ROAD r
PROPOSED CONCRETE
ACCESSIBLE PARKING
CONCRETE SIDEWALK
INSTALL VAULT TOILET CXT
GUNNISON RIGHT HAND
PURCHASED BY COUNTY
j w E EX V1 C EAR
PROPOSED RAIL FEN
4'
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(TYP)
�2*54'01"
L=157.01'
R=3101.74'
CD=156.99'
J 77 °56' 04"E
PROTECT IN PLACE
EXIST. TREE (TYP)
FUTURE PATH
SIGNAGE & STRIPING
BY COUNTY
PICNIC
PICNIC
A R E nAT\�"
/ 399.20 /
N84'27 45 E
- ROW o� CONTROL PT 10002
6213.06
RAC CDOH
N: 1100448.41
E: 943843.68
EXIST. -4 61
EASEMENT
-----------------
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PEA GRAVEL
PICNIC AREA
DIAMETER: 24'
(TYPICAL)
PC
AR A "D" i I
`� • W � AREA "B" /�� � ` i
PEA GRAVEL PATH
WIDTH: 5' (TYP
I DEPTH: 4" (TY )
VARIES 10
INSTALL PEA GRAVEL
PATH AND PICNIC AREAS
AS DIRECTED BY COUNTY
OVE 3580 S.F. EXIST. ASPHALT
+ CONTROL PT 10012
w COVE 880 S.F. EXIST. ASPHALT / 6203.49
OE BM PUMP HOUSE
o PROPOSED 8' FENCE OPENING N: 1100178.78
of o E: 943884.44
OE EXIST. OVERHEAD _
CE MATCH EXIST. ASPHALT �� 3 of ELECTRIC °E °E OE ~ -
WAY I C OE
LL �I - OT AFFIC C. �''� PROPOSED 5 LF 2" SCH40
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x� X X w X EXIST. TELEPHONE PED. E�FCTR/c�£� EXIST. PUMP HOUSE
rn -
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wo DRAINAGE SWALE (TYP) 'I' F��9 3r �F 2P�PE AND MATERIAL AT PUMPHOUSE
o y'�,nlyy ROPOsvpR \GP�'
O PROPOSED INFORMATION SIGN
PROVIDED BY EAGLE COUNTY PROPOSED 4" SCH40 PVC SLEEVE INSTALL IRRIGATION PIT WITH
OPEN SPACE + 2"x2" TEE AND 3 VALVES
PROPOSED 236 LF 2 SCH40 PVC k Zg ✓✓
O X EXIST. ASPHALT PAVING TO REMAIN IRRIGATION PIPE AT 30" MIN. COVER
P Q �03 o PROPOSED RAIL FENCE INSTALL ADAPTER, 90' BEND,
+o PROPOSED RECYCLED ASPHALT PAVING N (SEE DETAIL) STANDPIPE AND THREADED
®
RECLAIMED ASPHALT PAVEMENT (RAP) 0, cD \ CONNECTION WITH CAP
W R40PC = 8+ 7. Z
• VA IES INSTALL PARKING STALL DELINEATORS / = a
3 ON EACH SIDE OF PARKING STALL W o of
I GUARDIAN TRAFFIC 14350.1-D YELLOW AND ro+ ✓ OHWL�6200.1'
O 16700.100-D REBAR SPIKE 14-INCH (OR EQUAL)\, / 6• 10
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1�
(SEE DETAIL) v
I (Q INSTALL ADAPTER, 90' BEND,
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F- K CONNECTION WITH CAP Ac
HYDROSEED ALL J
® DISTURBED AREAS + ?O
_ PROPOSED GRADING FILL PLACEMENT -11"4 / PROPOSED COVE Q
+ Li�'S i"�' - d WITHIN LOOP APPROX. 2200 CY \ � �G 12.0' o APPROX. AREA: 4500 SF
cs STORMWATER
o f o SEDIMENTATION BASIN oo ^ r
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BACKFILL W/ 12" D50
TYPE-M ANGULAR RIPRAP
OR EQUIVALENT CLEAN
LIMITS OF DISTURBANCE ALLUVIAL MATERIAL.
ID FILL VOIDS WITH SMALLER
DIAMETER ROCK
BOULDER APRON
PROPERTY LINE .>1EXTEND BOULDER TOE
Z0071
BELOW 6185.0' MIN. .
S90'00'00"W 825.51' (DEED 825.48')
OHWL-,6199.22'r' ^^�
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LINE TABLE
LINE
LENGTH
BEARING
L1
31.35
S10'23'52"E
L2
88.06
S08'03'49"E
L3
79.89
S05'49'55"E
L41
85.47
S01'40'09"E
L5
100.65
S05'54'43"E
L6
59.69
S81'21'59"E
L7
46.68
N41'48'49"E
L8
2.73
N00'00'00"E
L9
29.58
N40'29'35"W
L10
119.98
S84'05' 17"W
L11
112.74
S05'54'43"E
L12
53.42
S86'45'37"E
L13
167.98
NO3'11'11"W
CURVE TABLE
CURVE
DELTA
LENGTH
RADIUS
CD
CB
C1
75*27'16"
65.85
50.00
S43'38'21 "E
61.19
C2
56*49'12"
74.38
75.00
N70'13'25"E
71.37
C3
41'48'49"
72.98
100.00
N20'54'24"E
71.37
C4
40'29'35"
35.34
50.00
N20'14'47"W
34.61
C5
55'25'08"
96.72
100.00
N68'12'09"W
93.00
C6
80'50'54"
70.55
50.00
S46'20'10"E
64.84
C7
5'23'38"
9.41
100.00
N84'03'48"W
9.41
C8
37'18'24"
45.58
70.00
N21'50'23"W
4±78
C9
54'09'29"
80.72
30.00
N71'10'02"E
58.48
UNCC
CALL BEFORE
YOU DIG
1-800-922-1987
Utility Notification
Center of Colorado
Administrative Office 303-232-1991
12600 W. Colfax Ave., Suite B-310
Lakewood, Co 80215
CALL 2-BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE, OR EXCAVATE
FOR THE MARKING OF UNDERGROUND
MEMBER UTILITIES.
GRAPHIC SCALE
30 0 15 30 30
( IN FEET )
1 inch = 30 ft.
LEGEND
BOUNDARY LINE
RIGHT-OF-WAY LINE
ADJOINER LINE
EASEMENT LINE
BUILDING LINE
WATER LINE W W
TELEPHONE LINE T T
OVERHEAD °E OE
-
ELECTRIC LINE E E
EDGE OF CONCRETE
CENTERLINE - -
FLOWLINE
EGDE OF ROAD LINE
FENCE LINE x x
LIMITS OF
DISTURBANCE
CATV LINE cry c1v
EXIST ASPHALT
PROP RECYCLED
ASPHALT
6" THICK
FLOW DIRECTION
RIVER BANK
E-J
ID SE
8-28-14
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I I F.G.
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1 MAY 14 HIGH WATER ELEVATION=6197.8 /
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UNCC
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1-800-922-1987
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Utility Notification
Center of Colorado ID SEAdministrative Office 303-232-1991
12600 W. Colfax Ave., Suite B-310 — —
14
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`
Lakewood, Co 80215
CALL BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE, OR EXCAVATE
FOR THE MARKING OF UNDERGROUND
MEMBER UTILITIES.
W
PROJECT NO.
4 i 21 029.00
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UNCC
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1-800-922-1987
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Utility Notification
ID SE
W U
Center of Colorado
Administrative Office 303-232-1991 A
12600 W. Colfax Ave., Suite B-310
8 — 2 8 —14
O
Lakewood, Co 80215
Q
CALL 2-BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE, OR EXCAVATE
FOR THE MARKING OF UNDERGROUND
MEMBER UTILITIES.
PROJECT NO.
2141029.00
SG•01
C5
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1-800-922_ 1987
Utility Notification
All
ID SE
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Center of Colorado
Administrative Office 303-232-1991
12600 W. Colfax Ave., Suite B-310
Lakewood, Co 80215
8 — 2 8 —14
{ J
CALL 2-BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE, OR EXCAVATE
FOR THE MARKING OF UNDERGROUND
MEMBER UTILITIES.
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STA = 7+10 t
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A.D. = 8.60
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Notification
Center of Colorado
Administrative Office 303-232-1991
12600 W. Colfax Ave., Suite B-310
Lakewood, Co 80215
d
CALL 2-BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE, OR EXCAVATE
FOR THE MARKING OF UNDERGROUND
MEMBER UTILITIES.
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100—YR FLOOD ELEV: 6202.93'
RAMP
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PROPERTY LINE
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1-800-922 1987
Utility Notification ID SE
Center of Colorado
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Administrative Office 303-232-1991
B-310
12600 W. Colfax Ave., Suite B-310
Lakewood, Co
IN A CALL BUSINESS DAYS
IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE
FOR THE MARKING OF UNDERGROUND
MEMBER UTILITIES.
O
PROJECT NO.
2141029.00
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BUOYANCY FLOAT
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8" EXPANDED
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POLYSTYRENE FLOAT —I
9'
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POLYESTER FABRIC
19 LB/FT BUOYANCY
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8'
DEFINITION
9'
•
A STONE STABILIZED PAD LOCATED AT POINTS OF VEHICULAR INGRESS AND EGRESS ON A
1'
CONSTRUCTION SITE.
CURTAIN
GEOTEXTILE FABRIC SCREEN
GEOTEXTILE FABRIC
SCREEN
PURPOSES
HSILT
TO REDUCE THE AMOUNT OF MUD TRANSPORTED ONTO PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF.
NOTE: ONLY APPLICABLE FOR SITES GREATER THAN 2 ACRES IN SIZE.
BOTTOM LOAD
BALLAST
POLYESTER FABRIC
LINE / BALLAST
CHAIN
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a" ( j
SECTION A —A
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2141029.00
1-800-922-1987
Utility Notification
DT"O 1
Center of Colorado
Administrative Office 303-232-1991
12600 W. Colfax Ave., Suite B-310
Lakewood,Co 80215
CALL 2-BUSINESS DAYS IN ADVANCE FOR
BEFORE YOU DIG, GRADE, OR EXCAVATE
AND ON BEHALF OF
I O
1
FOR THE MARKING OF UNDERGROUND HIGH COUNTRY
MEMBER UTILITIES.
ENGINEERING INC.
f
CENTER OF STALL CENTER OF STALL
O �
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1'-4'
1'-4"
�4"
8„ � 12„
8>,
12
12"
HANDICAP SIGN PER R7-8 OF THE
M.U.T.C.D. W/ADDITIONAL "VAN
ACCESSIBLE" LABELING (TYP.)
0.25 H
s" WIDE YELLOW
STRIPES CAD 45' 6" WHEEL STOP (TYP.)
WATER SURFACE
H
0.75 H
RIVER
BOTTOM
4000 P'SCW/FIBERMESH
ON 6"
0
CLASS 6 ABC
CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR
TYPE AND LAYOUT PER SPECIFICATIONS.
4'
12' 12'
EXAMPLE WATER FILLED COFFER
DAM
ACCESSIBLE PARKING STRIPING DIMENSIONS
N.T.S.
N.T.S.
UNCC
CALL BEFORE
YOU DIG
1-800-922-1987
Utility Notification
Center of Colorado
Administrative Office 303-232-1991
12600 W. Colfax Ave., Suite B-310
Lakewood, Co 80215
CALL 2-BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE, OR EXCAVATE
FOR THE MARKING OF UNDERGROUND
MEMBER UTILITIES.
INSTALL CEDAR POSTS AND
� 2'
RAILS AS SHOWN ON PLANS 8'
INSTALL PARKING STALL DELINEATORS
N �
�
3 ON EACH SIDE OF PARKING STALL
�
4'
GUARDIAN TRAFFIC 14350.1-D YELLOW DRILLED TO ACCEPT
16700.100-D REBAR SPIKE 14-INCH (OR EQUAL)
u u
ID SE
8-28-14
CONTRACTOR TO PROVIDE SHOP DRAWINGS.
TYPICAL SWALE CROSS SECTION
TYPICAL PARKING STALL CROSS SECTION
SPLIT RAIL FENCE
N.T.S.
N.T.S.
N.T.S.
FOR AND ON BEHALF OF
HIGH COUNTRY ENGINEERING, INC.
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PROJECT NO.
2141029.00
DT-02
C
CONTROL OR CONSTf"^T'^"'
JOINTS TO ALIGN W/ G
#5 @ 14" o.c. EA WAY
3/4" CRUSHED ROCK LAYER
GEOTEXTILE FABRIC
CLASS 6 AGREGATE
BASE COURSE
GEOGRID MATERIAL
"TENSAR TX 170"
PER GEOTECHNICAL
SECTION
CONTINUE GROVES
FULL WIDTH OF
RAMP.
RAMP SLAB AND SURFACE DETAIL
SCALE: 3/4" = 1'-0"
1')"
(2) #5 CON"
TOP & BOTTOI
a
NOTE:
SEE DETAL 1 /S1.0 FOR
NOTES IN COMMON
U
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N
RAMP TOP AND SIDE TURN -DOWN DETAIL
SCALE: 3/4" = 1'-0"
1/2"0 x 24" LONG SMOOTH
DOWELS © 12" o.c. W/ SLEEVE OR
PRE -ATTACHED POLYETHYLENE
COVER TO ASSURE SLIPPAGE.
J 1
U
9" 12" 12" g" NOTE:
SEE DETAL 1 /S1.0 FOR
NOTES IN COMMON
RAMP CONSTRUCTION JOINT DETAIL
SCALE: 3/4" = 1'-0"
NOTE:
SEE DETAL 1 /S1.0 FOR
NOTES IN COMMON
NOTES:
1. SLABS SHALL BE CAST IN STRIPS 15-0" WIDE
MAXIMUM WITH CONSTRUCTION JOINTS OR CONTROL
JOINTS AT A SPACING EQUAL TO THE STRIP WIDTH.
2. SAWCUT CONTROL JOINTS MAY BE USED IN BOTH
DIRECTIONS SPACED AT 15-0" MAX. (ZIP -STRIP
JOINTS MAY BE USED IN ONLY ONE DIRECTION.)
3. SAWCUT JOINTS SHALL BE MADE SAME DAY AS POUR
AND AS EARLY AS POSSIBLE PRIOR TO DRYING
SHRINKAGE. THE JOINT SHALL BE FLUSHED WITH WATER
OR AIR PRESSURE IMMEDIATELY AFTER SAWING.
4. FINISHING OF CONCRETE SLAB SHALL BE DONE AFTER
SURFACE BLEED WATER HAS EVAPORATED.
5. MOISTEN SUB -GRADE PRIOR TO PLACING CONCRETE.
6. APPLY MEMBRANE CURING COMPOUND TO CONCRETE
IMMEDIATELY AFTER CONCRETE FINISHING OPERATION.
1 1 /2" DEEP SAWCUT.
FILL WITH SPECIFIED
EPDXY JOINT FILLER
NOTE:
SEE DETAL 1 /S1.0 FOR
NOTES IN COMMON
RAMP CONTROL JOINT DETAIL
4'-0" MIN.
12" d50 TYPE M ANGULAR
RIP -RAP PROTECTION.
12" SEE CIVIL ENGINEERING
no A MIKIfIc rno nE-cir+"i
RAMP END DETAIL
SCALE: 3/4" = 1'-0"
SCALE: 3/4" = 1'-0"
GEOTEXTILE FABRIC
GENERAL NOTES
1. DESIGN DATA:
TRAFFIC L.L. = 250 PSF
2. THE FOLLOWING CODES AND EDITIONS WHERE USED:
INTERNATIONAL BUILDING CODE (2009 EDITION)
ACI BUILDING CODE (ACI 318-08)
3. ANY CHANGES MADE TO ANY ONE OF THESE DRAWINGS WITH OUT
CONSENT OF ODDO ENGINEERING, INC. RELIEVES ODDO ENGINEERING, INC.
OF ANY LIABILITY OF THE CONSTRUCTION DOCUMENTS.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MEANS AND
METHODS OF CONSTRUCTION INCLUDING, BUT NOT LIMITED TO SHORING,
BRACING AND TEMPORARY EXCAVATION.
5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND SITES
CONDITIONS BEFORE STARTING WORK AND NOTIFY THE ENGINEER
IMMEDIATELY OF ANY DISCREPANCIES. DO NOT SCALE DRAWINGS.
6. RESOLVE ANY CONFLICTS ON THE DRAWINGS WITH THE ENGINEER BEFORE
PROCEEDING WITH CONSTRUCTION.
7. PROVIDE ASPHALTIC MASTIC -COATING ON ALL STEEL AND WOOD EXPOSED
TO THE EARTH. PROVIDE A36 ALLTHREAD RODS FOR EPDXY ANCHORS.
8. INJECTION ADHESIVE SHALL BE HIT RE 500 AS FURNISHED BY HILTI INC.
OR APPROVED EQUAL.
9. SEE GEOTECHNICAL REPORT FOR BACKFILL PROPERTIES AND COMPACTION
GUIDELINES.
i,l=
FOUNDATION DESIGN IS BASED ON THE ASSUMPTIONS SHOWN IN THE
ENCLOSED DETAILS AND SHALL BE VERIFIED BY THE GEOTECHNICAL
ENGINEER. SPECIFIC SOIL PROPERTIES SHALL BE VERIFIED BY THE SOILS
ENGINEER UPON EXCAVATION AND PRIOR TO FOUNDATION PLACEMENT.
I GIPL0I:4:1111112
1. CONCRETE HAS BEEN DESIGNED AND SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE LATEST EDITIONS OF AMERICAN CONCRETE
INSTITUTE BUILDING CODE ACI 318 AND SPECIFICATIONS FOR STRUCTURAL
CONCRETE FOR BUILDINGS ACI 301. PROVIDE HOT OR COLD WEATHER
PROTECTION PER ACI 305 AND 306.
2. SUBMIT MIX DESIGNS TO ARCHITECT FOR REVIEW BY ENGINEER A MINIMUM
OF ONE WEEK PRIOR TO FIRST CONCRETE DELIVERY. NO ADMIXTURES
CONTAINING CHLORIDE SALTS ARE PERMITTED. CONCRETE SHALL NOT BE
IN CONTACT WITH ALUMINUM.
3. CEMENT TO BE MIXED PER ASTM C94.
4. CEMENT:
ASTM C150, TYPE II, LOW ALKALI.
5. AGGREGATE:
PER ASTM C33, MAXIMUM 1"
6. MAXIMUM WATER/CEMENT RATIO, BY WEIGHT:
W/c = 0.50
7. AIR ENTRAINMENT:
4.0-7.0%
8. FLY ASH
MAXIMUM 20% OF MASS OF CEMENTITIOUS MATERIAL
9. MAXIMUM TEMPERATURE IN MIXER:
90 DEGREES F
10. SLUMP:
4" t 1". NO WATER SHALL BE ADDED ON SITE.
11. MINIMUM STRENGTH:
F'c = 3000 PSI AT 28 DAYS AT STEM WALLS AND FOOTINGS
F'c = 4000 PSI AT 28 DAYS AT FLAT WORKS
12. CURING SHALL IMMEDIATELY FOLLOW THE FINISH OPERATION. KEEP
CONCRETE CONTINUOUSLY MOIST FOR AT LEAST 7 DAYS USING A
POLYETHYLENE FILM SECURELY HELD IN PLACE OR AN ALTERNATE
METHOD APPROVED BY ARCHITECT.
13. TESTING:
EMPLOY AN INDEPENDENT TESTING AGENCY ACCEPTABLE TO OWNER TO
DESIGN CONCRETE MIXES AND TO PERFORM MATERIAL EVALUATION
TESTS. PROVIDE 7 AND 28 DAYS CYLINDER TESTS. COMPLY WITH ASTM
C143, C173, C31 AND C39.
14. GROUT UNDER COLUMN BASE PLATES ETC, WITH HIGH STRENGTH,
NON -SHRINK, NON-METALLIC GROUT EQUIVALENT TO MASTERFLOW NO.
713 APPLIED PER MANUFACTURER'S RECOMMENDATIONS
1. REBARS:
DEFORMED STEEL, ASTM SPEC. A615 GRADE 60.
ALL REBAR BENDS TO BE MADE COLD.
2. CONCRETE PROTECTION:
SLABS AND WALLS NOT EXPOSED TO EARTH OR WEATHER ....... 1"
CONCRETE DEPOSITED AGAINST EARTH WITHOUT FORMS ....... 3"
3. CONCRETE EXPOSED TO WEATHER AFTER FORMING:
#6 REBAR AND LARGER ....... 2" CLEAR
#5 REBAR AND SMALLER ....... 1 1/2" CLEAR
4. BAR LAP:
CONCRETE: 40x BAR DIAMETER, 24" MINIMUM. UNLESS NOTED
OTHERWISE.
5. REINFORCING IN CONCRETE PLACED AGAINST EARTH WITHOUT FORMS IS
TO BE SUPPORTED WITH APPROVED NON-METALLIC CHAIRS OR ANOTHER
METHOD APPROVED BY THE ENGINEER.
�PpO R
oddo
engineering
713 COOPER AVE
SUITE 200
GLENWOOD SPRINGS, CO 81601
970-945-1006
970-945-2966 FAX
ENGINEER R.A.O.
DRAWN BY B.A.H
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DATE:
COORDINATION 8-26-14
PERMIT 8-27-14
STRUCTURAL
NOTES +
DETAILS
SCALE 3/4" = Nr
8-27-2014
1400-53 S1.O.dwg
NOTES
1. BUILDING IS DESIGNED TO COMPLY WTTH THE 2012 INTERNATIONAL
BUILDING CODE (IBC).
2. DESIGN COMPLIES WITH THE PROVISIONS OF THE 2012 IBC CODE
FOR THE FOLLOWING LOADS:
GROUND SNOW LOAD = 250 PSF
ROOF SNOW LOAD = 168 PSF
FLOOR LOAD = 400 PSF
IBC DESIGN SPECTRAL RESPONSE Se = 0.477 Si = 0.143
SITE CLASS D
SEISMIC USE GROUP: I
SEISMIC DESIGN CATEGORY: C
BEARING WALL SYSTEM R = 4.0
BASIC WIND SPEED = 150 MPH (3-SECOND GUST)
WIND EXPOSURE C, 1 = 1.0
3. BUILDING TYPE: V-B
OCCUPANCY: U
EXTERIOR WALLS: 1-HR RATED PER IBC TABLE 720.1(2), ITEM 4-1.1
MINIMUM DISTANCE TO PROPERTY UNE: 10 FEET
4. CONCRETE STRENGTH f'cl = 2500 PSI INITIAL f•c = 5000 PSI
FINAL AIR ENTRAINMENT 5 1/2R t 19. IN PLASTIC CONCRETE.
REINFORCING STEEL: GRADE 60 Fy = 60 KSI
MINIMUM LAP 18• AT SPLICES. TIE BARS WITH DOUBLE ANNEALED
16 CA IRON W1RE, REINFORCEMENT TO BE PLACED IN CENTER
OF PANEL ONO.
WELDED WIRE FABRIC(W.W.F.): 4x4xW8xWB, Fy=65 KSI (OR EQUIVAL).
COMPLY WITH ASTM A82, SMOOTH WIRE, MIN. LAP 2 SQUARES,
5. EMBEDDED ITEMS IDENTIFIED ON DRAWINGS (I.e. PS-21 R301)
REFER TO CXT STANDARD EMBEDMENT CATALOG.
6, BACK OF PANELS TO HAVE SMOOTH TROWEL FINISH U.N.O.
ALL SURFACES TO BE TEXTURED ARE NOTED ON PANEL DWG'S
7, REFER TO SEPARATE CXT INCORPORATED SPECIFICATIONS
COVERING DESIGN, MATERIALS, PRODUCTION, AND INSTALLATION
CRITERIA FOR .SPECIFIC STYLE OF BUILDING.
8, ALL REBAR BENDS ARE TO HAVE A MINIMUM RADIUS
OF 6x THE BAR DIAMETER.
9. IF THE PRIMARY PURPOSE OF THE INTERIOR SPACE IS ASSOCIATED WIN HUMAN COMFORT
A SPACE HEATING SYSTEM MUST BE PROVIDED IN ACCORDANCE WIN 2O12 IBC SECTION
1204.1 (NOT BY CXT),
10, ADEQUATE PLUMBING FACIUBES MUST BE PROVIDED IN ACCORDANCE WITH 2O12 IBC SECTION
2902.3.2 (NOT BY CXT)
11, INSTALLATION TO MEET APPLICABLE LOCAL, STATE & FEDERAL CODES, BY OTHERS.
r,fr,��.�F3-,r•
16 Fr m 1X6ER =1 ve•
m r5 40 Fr • w•
TOTAL TIQ[KIffSS = -1/8, 11/4
VMMTION F" SCUACE = 11/0 PER 6 Fr OP UTA6@NL
LOCAL RnOT SS = 1/4' IR IU R
VEER = 1V6•
POSITIM 6 T� = 11/4•
MITIM Or SLOC1(OUTS = 11/4•
SRE OF BLOCxPUTS = 11/4•
POSITIM W EI@EOS = 1114'
TIPPING PNO MU5 SS OF PLATES = 11/16, -1/4
E" Smv.¢ • 1v6•
REOSLI¢CEIRM, NN6" COVERAGE 13/6•
COLORADO STATE TAG &APPROVAL REQUIRED
VALL TEXTURES BARN VOOD
VALL COLORS CAPPUCINO CREAM
OF TEXTURE, CEDAR SHAKE
OF COLOR] CAPPUCINO CREAH
TRIM PAINT. ➢TM ALKYD ENAMEL BROWN
GUNNISON VAULT TOILET BUILDING
PANEL MARK ND, KEY PLAN
< 0 17l £
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APPLICABLE CODES
2012 INTERNATIONAL
BUILDING
CODE
W/
COLORADO
AMMENOMENTS
INDEX DF DRAWINGS
N0, TITLE
G-01
CDVER SHEET
G-02
BUILDING ELEVATIONS
G-03
INTERIOR ELEVATIONS
G-04
FLOOR PLAN
G-OS
FINISH DETAILS
G-06
CASTING DETAILS
G-07
WALL PANEL Wl
G-08
WALL PANEL W2
G-09
WALL PANEL W3
G-10
WALL PANEL W4
G-I1
WALL PANEL W5
G-12
ROOF SLAB RI
G-l3
ROOF SLAB R2
G-14
FLOOR SLAB FI
G-i5 RIGGING DETAIL
G-l6 BILL OF MATERIALS
37466
Goshen, IN
Phone (674)52
38®09 N,,`''9',� 61dg. �7 Spckme. NA 89216
Precast Products
901 IL Hl�xay 77 HF$u4 TX 76M
GUNNISON LEFT HAND
BURINNC NUMBER C-5506
SCNr•:
i 4 -f=o'
DATE
4-Iz-ts
ORANiI
YArt E0.lYN
fAE N0. G-S•AB
CHEtlQD
PLOT 45
C04ER
SHEET
orc xa.
G-01
suET
r
16
eEv.
ANCHOR NAIL 1/4 x 3
PREDRILL IJ
(TYP Iz PL(
SIGN (S
(SYMBOL AS REQUII
FRONT ELEVATION
REAR ELEVATION
S-O uALL VENT
CEDAR SHAKE ROOF TEXTURE
BARNVOOD TEXTURE
TYP ALL EXTERID<t VALLS
VAUL7
(SEE DWG RV2
RIGHT SIDE ELEVATION
LEFT SIDE ELEVATION
BUILDING -TO -VAULT CDNNECTIOW
BUTYL TAPE ADHESIVE SEALANT.
an
9-2
NMI fPE
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I
kgpR X41
W V
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6060040
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Y 58640 Slate Road l5
Goshen, IN 46526
Phone(574) 633.0337
w�vw.p-el.com Fax(574) 633.9736
Bldg. Y7 Spokane WA 99216
T
Precast Products
901 R wq�aoy 77 HPsW% 7X 76M
GUNNISON LEFT HAND
BURRING NUMBER G-5550Y6
NICE
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DALE
a-12 13
DRA7N
WneWKO
FHEND.
e-5306
cxca¢D
Par
b
BUILDING ELEVATION
o Ha
G-02
716F
CxT I,D, TAG
CENTER ON INTERIOR ODOR FRAME B D
BLIND RIVET 1/84/4 (BTY 2)
COAT HOOK I
ONE WAY OVAL 8xl I/4
ANCHOR LEAD 6-8xl I
PREDRILL 1/4'
I�
DOOR STOP
PREDRILL 1/4"
610
I I
I I
I I
I I
VERTICAL GRAB "'"
TP ➢[SPENS
(3 ROLL S
ANCHOR NAIL 1/4x1 (OTY
PREDRILL L
RL'
SECTION A - A
SECTION C - C
SPRING HINGE 4.Sx4,5
(TYP 3 PLCS)
ANCHOR NAIL
PREDRILL
GRAB BAR
ANCHOR NAIL 3/I6x7/8 <OTY 9)
PREDRILL HOLE 3/Ib' DiA
COAT HOOK
ONE WAY OVAL Bxl 1/4
ANCHOR LEAD 6—Bxl
PREDRILL 1/4'
�A C�
�I I
I
I I
I I
0
I � I
I I
SECTION B
- B
3`-6'
5'-10'
SECTION D - D
LA
3068 GALVANIZED DOOR
SCHLAGE PRIVACY LATCH
SCHLAGE 6661P 626 DEADBOLT
SIGN SI-2 (SYMBOL AS RED)
ANCHOR NAIL 1/40/4 (OTY 6)
PREDRILL 1/4'
VERTICAL GRAB BAR
APR 2 6 fUli
37466
Goshen, IN
SB®O6 N,,`''Su''f Bldg n Spdm& WA 89216
Precast Products
iq7 N. Hi�.ay 77 HH"fi TX 7660
GUNNISON LEFT HAND
BUIIDUiC NUMBER 0-5506
INTERIOR ELEVATIONS
AI'I� � li 201�
37466
n�
Goshen,IN 48528
Phone (574)5330337
www.p-a-.com Faz (679J 533-5738
BN? F7 Spdkmb WA 99216
x
Precast Products
901 N. H'gis9y 77 xg*" TX 76645
SPECIAL CONDITIONS AND/OR LIMITATIONS
ACCESSIBILITY TO THIS BUILDING,
INCLUDING PARKING IS TG BE PROVIDED HY
OTHERS AND CONSTRUCTED IN ACCORDANCE
WITH ALL LOCAL BUILDING CODES
W
RESTROOM
SI-2-M SI-2-U SI-2-W
SIGN SI-2 DETAIL
3/4'
SILICUN CAULKING
(AROUND PERIMETER)
SILICON CAULKING
(AROUND PERIMETER FA TER
P[PE INSTALLATION)
SILICON CAULKING
(AROUND PERIMETER PRIOR
TD PIPE INSTALLATION)
�IO'-1
oPLEASE...
DO NOT put (rash
In tolleta,
olt Is eziremely
dllficull to remove.
THANK YOU o
SI-1
4'
45' BEVEL
45' BEVEL SIGN SI-I DETAIL
WALL JOINT DETAIL
Gl�i-HAlil
DISPENSER DETAIL
np� z s OWIJ
37466
Goahen,IN 4852E
Phone (6]4)53&0337
www.pad.com Faz(674)533-9]3fi
38(6 N. 9A' B14 (7 Spokane. WA 99216
W
Precast Products
WI N. Nighaor 77 HaSWo T%76645
CUNNISON LEFT HAND
BONDING NUMBER 0-5506
FINISH DETAILS
VENT PIPE DETAIL
RISER CAULKING DETAIL
c—os
16
SMOOTH \t
FORM FACE
ROWELTEXTURED
MESH
DETAIL A-6
SCALE 3/4' = 1'-0'
COIN POINT)
1/2 x 1/2 CHAMFER
(TYP 3 SIDES)
L—
FORM FACE
SHAKE RDOF FINISH
NOT INCLUDED IN 4 1/2' DIM
DETAIL F-6
G
NOTEI
ALL OTHER WELDED CONNECTIONS
3/16 x 6 FILLET
FORM � COIL BOLT
PS-10 -A
DETAIL B-6
SCALE 1 1/2' = 1'-0'
AS-4
(2)H-IB Ix9 FORM
COIL BOLT
FORM FACE
DETAIL G-6
MESH K3
FORM FACE pS-la
DETAIL C-6
SCALE 3/4' = 1'-0'
45'
3/4' RECESS
DETAIL H-6
DETAIL D-6
SCALE 3/4' = 1'-0'
1'
PS-19
I
MESH
MESH
FORM FACE
DETAIL I-6
ESH
FIRM FACE
DETAIL E-6
SCALE 1 1/2' = i'-0'
'I DIA.
DIA.
DETAIL J-6
APR 2 6 Lula
37466
Goshen, IN 45528
Phone (5]4I 633-033]
wwrv.pe4.eom Pex(574)633-8]38
39®� N�$llfNl Bldg. �7 3p kon0. MA 99216
�J
Precast Products
901 N. IBgnsay n MMsbw% ]X 76645
UNNISON LEFT HAND
BUIIDING NUYDER B-5506
CASTING DETAILS
DETAIL K-6
SCALE 1 1/2' = 1'-0'
is
)UT
PLAN VIEW
ELEVATION
GENERAL NOTES
DESIGN CODE: 2012 IBC
LOADS:
BACKFILL SURCHARGE: 200 PSF
SOIL WEIGHT: 110 PCF
ACTIVE SOIL PRESSURE COEF(Ka): 0.5 AN R 6 2013
MATERIALS:
CONCRETE: Foci = 2500 PSI
F'c = 5000 PSI
STEEL: a-
REBAR=ASTM A615 GRADE 60
WELDING NOT ALLOWED e
MIN LAP SPLICE IS 40 DIAMETERSALL MESH IS 4x4xW8xW8 8MIN. MESH LAP IS TWO SQUARES
MESH IS TO BE CENTERED IN PANEL t0
B-18 SINGLE FLARED COIL LOOP BY it 37466
DAYTON/RICHMOND INC. OR EQUAL o
END VIEW
Phone
99216
Precast Products
901 N. Nighroy 77 xll"o T% 76645
VAULT 2
CM STANDARD VAULT
VAULT DIMENSIONS
V2-1 I �z I A
PLAN VIEW
B-18 SINGLE FLARED COIL LOOP,
ELEVATION
M48"x1661;
PLAN
MESH LAYOUT
0
M
n
I
0
N
�
5
ELEVATION
MESH LAYOUT
END VIEW
i
i7
2" CLR FROM
�IOR FACE
END (4 TOTAL)
SINGLE
ED COIL LOOP,
9" LONG,
END (4 TOTAL)
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