HomeMy WebLinkAboutDRB130286 PLANGrade Varies
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8 " -12" OF 1.5 TO 2"
UNIFORMLY GRADED GRAVEL
INFILTRATION
2 " -4" COBBLE
RIP -RAP
1
Vorlies
EXISTING SUBGRADE
2 " -4" OF SAND
A I RIP -RAP BIOSWALE DETAIL N.T.S.
NOTE:
REFER TO GEOTECHNICAL
4" SX- ASPHALT (TYP) ENGINEER FOR PAVEMENT
Grade Varies DESIGN
GEOTECHNICAL ENGINEER RE- GRADE, RECOMPACT, AND
APPROVED PROOF- ROLLED SCARIFY EXISTING 6" LIFT OF
SUBGRADE CLASS -6 ABC ® 95% STANDARD
PROCTOR.
B I ASPHALT PARKING LOT SECTION DETAIL N.T.S.
INSTALL 1.5" THICK INSULATION BARRIER
BETWEEN SAND AND BASE COURSE REINSTALL EXISTING PAVERS.
FINISH ELEVATIONS OF PAVERS
INSTALL 1" MAX. SAND LEVELING COURSE SHALL NOT DEVIATE MORE THAN
1/4". INSTALL PAVERS
JOINT @ WIDTH 1/8" MAX. ACCORDING TO MANUFACTURER't
"INSTALLATION GUIDELINES ".
CONTRACTOR MAY NEED TO
RE -CUT SOME PAVERS AND
REPLACE BROKEN PAVERS.
INSTALL 1 -6" LIFT OF CLASS -6 HEAT TUBING
ABC O 95% STANDARD PROCTOR. -BY OTHERS
GEOTECHNICAL ENGINEER APPROVED
PROOF- ROLLED SUBGRADE
C I TYPICAL PAVER SECTION DETAIL N.T.S.
WALL HEIGHT ---_
(MAY VARY)
ELEVATION AT TOP
OF LANDSCAPING AREA
EL= 8499.98
F" TPIrk' WAI I
D I WALL A DETAIL N.T.S.
2.00'
WALL HEIGHT
(MAY VARY)
ELEVATION AT BEGINNING
OF WALL AT TOP OF RAMP
EL= 8500.33
\ BOTTOM OF EXPOSED WALL /FINISHED
GRADE OF RAMP ® 8.1%
EMBED WALL 6" BELOW FINISHED
GRADE OF RAMP & LANDSCAPE AREA
ELEVATION OF TOP OF WALL AT THE
END OF ROCK SWALE
EL= 8498.24
ELEVATION OF BOTTOM OF WP
THE BOTTOM OF ROCK SWALE
EL= 8498.24
1.00'
EMBED WALL 1' BELOW FINISHED
GRADE OF ROCK SWALE AREA
I E I WALL B DETAIL N.T.S.
ROCK SWALE AREA ® 2.0%
EXISTING ASPHALT
i 0000
I j
/
PROPOSED MINOR CONTOUR
(TYP.)
`\
EXISTING `
CONTOUR VIA
(TYP.) `
INSTALL `
SILT FENCE
SAWCUT 19 IF OF ASPHALT.
ONCE WORK IS COMPLETE TIE
INTO EXISTING ASPHALT
8502
APPROXIMATE FLOODPLAIN. `
CONTRACTOR NOT TO
DISTURB FLOODPLAIN.
REMOVE AND DISPOSE 29 L.F. OF `\
STORM PIPE. INSTALL BACKFILL, 6" ` J�
OF CLASS -6 BASE COURSE, AND 4"
OF ASPHALT IN PLACE OF PIPE. `
EXISTING BOULDERS SILT INSTALL
ALONG GORE CREEK
(TYP.)
EXISTING APPROXIMATE `N
EDGE OF GORE CREEK `
9.0
EXISTING SPOT
ELEVATION (TYP.)
\REMOVE EXISTING ASPHALT,
REGRADE & RECOMPACT EXISTING
BASE COURSE, AND INSTALL 4"
ASPHALT
LIMITS OF
CONSTRUCTION
Design Review
Staff Approval
TOWN � By Joe Batcheller at 11:07 am, Oct 31, 2013
EXISTING BUILDING
ENVELOP (TYP.)
� v
PROPOSED SPOT
1 ` ELEVATION (TYP.)
FG
EXISTING SEWER MANHOLE
RIM ELEV = 8501.0'
INV ELEV =84'
- 8501
REMOVE & DISPOSE EXISTING
INLET. INSTALL BACKFILL, 6"
OF CLASS -6 BASE COURSE,
AND 4" OF ASPHALT IN PLACE
OF INLET STRUCTURE.
W
a-
YELLOW PARKING
STRIPES (TYP.)
9.0 0
500
Wo
Eli
FG
8500.09
2 0� FG
8500.30
FG
8500.24
FG
8500.29
FG
8499.98
W W ` PROPOSED MAJOR
CONTOUR (TYP.)
� '/'-F MW
8500. 8499.90
\ � FG
8499.40
2.6q�
FG
9499.33 � F
8499.:
3
5q
s
-84g9
FG
1_
LOWER EXISTING WALL TO � 8,498 8499.08 �
TOP OF WALL /FINISHED GRADE OF
RAMP ® 8.0%
WALL HEIGHT I
(MAY VARY) 3.05'
APPROXIMATELY 1.8 TALL.
SAWCUT AND SEAL /CAP TOP FG
OF WALL. 8499.73
INSTALL 10 LF OF 3' /
WIDE RIP - RAP /BIO
�)
SWALE
EXISTING TREE (TYP.
G� ) _ -SEE DETAIL
�s�
O�3
n INSTALL 4"
TO 6" DEEP ll,wp
GRASS
LANDSCAPING
BIOSWALE / / FG 2.Oq
l 8 97.62
00
PROPOSED
MINOR
CONTOUR
ELEVATION OF WALL AT THE BOTTOM (TYP.)
OF THE LANDING -
EL= 8499.38 V
FG
Ili � 8497.03
\ ELEVATION OF BOTTOM OF WALL AT
THE TOP OF ROCK SWALE `
EL= 8496.34
2.00
LAND'
/NG
0
FG
8499.38
FG
9�
1�
Floodplain location
information
acquired from TOV
GIS specialist.
2007 FEMA
floodplain data
used, per Brad
Stempihar (Marcin
Eng.) and Sean
Konia (TOW
LOPE
GFAPHIC SCALE
12 18
(f N FEET)
1 inch= 6ft.
INSTALLATION NOTES:
1. REMOVE STAIRS.
2. ON EASTERN HALF ALONG BUILDING INSTALL 4'
WIDE PAVER LANDINGS AND RAMPS WITH PROPOSED
SPOT ELEVATIONS AND GRADES.
3. ON WESTERN SIDE OF PATH INSTALL LANDSCAPING
UP TO ASPHALT /WALL.
FG = PROPOSED FINISHED GRADE
XXXX.XX SPOT ELEVATION
\
L F G
/ 8501.74
SAWCUT 26 LF OF
300 50 ASPHALT. ONCE WORK
FG IS COMPLETE TIE INTO
\ EXISTING ASPHALT
o�
/
EXISTING ASPHALT
8502.26
GENERAL NOTES
V
Owner, and the material supplier.
SEE
1.
The Contractor shall conform to all Town of Vail rules, regulations and stipulations while accessing through or working
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13. Soils testing is by the Owner, but the Contractor must notify the Geotechnical Engineer, the Owner, and Marcin
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meeting. No construction will be permitted prior to the pre- construction meeting.
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3.
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for handling potential pollutants and have identified spill prevention and response procedures prior to any activities at
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Owner, and the material supplier.
SEE
1.
The Contractor shall conform to all Town of Vail rules, regulations and stipulations while accessing through or working
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INSTALLATION /
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NOTES
2•
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13. Soils testing is by the Owner, but the Contractor must notify the Geotechnical Engineer, the Owner, and Marcin
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meeting. No construction will be permitted prior to the pre- construction meeting.
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for handling potential pollutants and have identified spill prevention and response procedures prior to any activities at
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15. The Contractor shall keep two (2) sets of contract drawings marked to fully indicate "as- built" conditions. The drawings
(including depth via potholing). Neither Marcin Engineering nor the Owner assume any responsibility for utility locations.
shall be provided to the Owner and Marcin Engineering upon completion of this work. Three (3) "as- built" ties to all
services, fittings, valves and manholes to physical monuments are to be provided by the Contractor.
Any conflicts with the proposed construction shall be brought to the attention of Marcin Engineering and the Owner so
16. If any ground water is encountered, the Contractor shall contact Marcin Engineering and the Project Geotechnical
Engineer immediately.
that minor line or grade changes can be made to eliminate any conflicts with these existing utilities. All existing
17. The Contractor shall maintain existing drainage channels, culverts and appurtenances during construction, as necessary
to protect roads and property.
utilities shall be protected from damage by the Contractor. Utilities that are damaged by the Contractor that were
18. Road subgrade shall be proof rolled and free of deflection to the satisfaction of the Geotechnical Engineer. Any failing
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Owner, and the material supplier.
SEE
1.
The Contractor shall conform to all Town of Vail rules, regulations and stipulations while accessing through or working
on site.
11. Benchmarks: Contact Gore Range Surveying for site benchmarks.
INSTALLATION /
12. Safety is the responsibility of the Contractor. Neither Marcin Engineering or the Owner is responsible for safety in, on,
NOTES
2•
The Contractor shall schedule a pre- construction meeting with the Town of Vail, Vail Racquet Club, and Marcin
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Engineering at least 48 hours prior to the start of construction. Plans for construction will be distributed at this
13. Soils testing is by the Owner, but the Contractor must notify the Geotechnical Engineer, the Owner, and Marcin
/
meeting. No construction will be permitted prior to the pre- construction meeting.
FG
14. The Contractor shall take all appropriate precautions to significantly reduce any potential pollution caused by his
00.48 '
3.
The Contractor is warned that conflicts with existing utilities may exist. Prior to beginning any construction, the
for handling potential pollutants and have identified spill prevention and response procedures prior to any activities at
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Contractor shall contact all appropriate utility companies for line locations, and Contractor shall locate all utilities
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15. The Contractor shall keep two (2) sets of contract drawings marked to fully indicate "as- built" conditions. The drawings
(including depth via potholing). Neither Marcin Engineering nor the Owner assume any responsibility for utility locations.
shall be provided to the Owner and Marcin Engineering upon completion of this work. Three (3) "as- built" ties to all
services, fittings, valves and manholes to physical monuments are to be provided by the Contractor.
Any conflicts with the proposed construction shall be brought to the attention of Marcin Engineering and the Owner so
16. If any ground water is encountered, the Contractor shall contact Marcin Engineering and the Project Geotechnical
Engineer immediately.
that minor line or grade changes can be made to eliminate any conflicts with these existing utilities. All existing
17. The Contractor shall maintain existing drainage channels, culverts and appurtenances during construction, as necessary
to protect roads and property.
utilities shall be protected from damage by the Contractor. Utilities that are damaged by the Contractor that were
18. Road subgrade shall be proof rolled and free of deflection to the satisfaction of the Geotechnical Engineer. Any failing
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areas shall be repaired and proof rolled again until accepted by the Geotechnical Engineer with no additional cost to
properly marked /located shall be repaired by the Contractor at no expense to the Owner or Engineer.
Owner.
41
19. All areas disturbed during construction shall be revegetated with sod, unless specified otherwise by the Owner.
20. Topsoil shall be stripped and stockpiled.
4.
Contractor shall obtain, at its own expense, all permits and inspections (except for building permit), which are
removed and stockpiled in a location designated by the Owner. No extra payment will be due for this item of Work.
POSED GRADE
22. Contractor is responsible for daily cleaning of all access roads and other public streets necessitated by his activities on
necessary to perform the proposed work.
the site.
AK (TYP.)
5.
The construction of all roads, sidewalks, curbs, earthwork and other infrastructure development not specifically specified
accordance with the Town of Vail municipality standards and specifications.
24. All construction activities must comply with the State of Colorado permitting for "Storm Water Discharges Associated
by separate utility companies, shall be constructed according to the Town of Vail municipality standards and
Health, Water Quality Control Division, WQCD- PE -B2, 4300 Cherry Creek Drive South, Denver CO 80223 Attention:
JOB: 13048
Permits and Enforcement Section, Phone (303)- 692 -3590. The Contractor is responsible for this permit.
s ecifications Colorado De artment of Trans ortation Standard S ecifications for Road and Bride Construction 2011 P P P P 9
IM
SCALE: 1 " = 6'
INSTALL 6" THICK
Edition and latest revisions, CDOT Traffic Standard Project Plans, 2006 edition and latest revisions, and any
26. Disposal of trash, asphalt, concrete, and construction debris is the responsibility of the Contractor and considered part
of the work.
supplemental specifications provided with the contract. The Contractor shall obtain copies of these specifications and
27. The existing asphalt adjacent to all new pavement shall be saw cut and removed a minimum of one foot back from
WALL. HEIGHT VARIES.
plans. The Contractor shall have one (1) copy of the plans and one (1) copy of the specifications at the job site at all
-SEE WALL A DETAIL
SHEET
times.
FG
6.
All site development will be constructed to the above mentioned Colorado Department of Transportation Standard
FOR CONSTRUCTION
Specifications for Road and Bridge Construction 2011 Edition and latest revisions, and Town of Vail municipality
8499.50
standards and specifications as may be applicable. When standards conflict, the standard judged most restrictive by
the Engineer shall prevail. The Contractor shall obtain copies of the Town of Vail municipality standards and
specifications in it's most current edition and have that copy on the site at all times.
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FG
7.
Contractor shall not scale drawings for construction purposes. Any missing dimensions or discrepancies in the plans,
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8499.42
field staking or physical features shall be brought to the attention of Marcin Engineering and the Owner. If the
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Contractor proceeds with the work without notifying Marcin Engineering and the Owner, he does so at his own risk.
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PROPOSED
8.
Observations of the work in progress and on -site visits are not to be construed as a Guarantee or Warranty by Marcin
Engineering of the Contractor's contractual responsibilities.
LANDSCAPING AREA
INSTALL 4" ROCK
SWALE. GRADE TO
DRAIN ® 2% MIN
0
INSTALL 6" THICK
0.7 s,e SLOPING WALL.
HEIGHT VARIES.
-SEE WALL B DETAIL
FG
I1
-,-8498.24 '
N
FGv ' EXISTING ROCKS
8497.70 '
PROPOSED GRADE '
BREAK (TYP.)
RESTORE '
HEATED
PAVER PATH LIMITS OF
CONSTRUCTION
TIE INTO EXISTING
PAVER PATH.
Noun
9. The Contractor is responsible for all coordination of stockpiling of materials. The Contractor shall coordinate with the
Owner, and the material supplier.
10. Construction staking is by Contractor.
11. Benchmarks: Contact Gore Range Surveying for site benchmarks.
12. Safety is the responsibility of the Contractor. Neither Marcin Engineering or the Owner is responsible for safety in, on,
or about the project site nor for compliance by the appropriate party with any regulations relating thereto.
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13. Soils testing is by the Owner, but the Contractor must notify the Geotechnical Engineer, the Owner, and Marcin
0
Engineering of scheduling.
14. The Contractor shall take all appropriate precautions to significantly reduce any potential pollution caused by his
activities, including vehicle fueling, borage of fertilizers or 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
p
the project site.
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15. The Contractor shall keep two (2) sets of contract drawings marked to fully indicate "as- built" conditions. The drawings
shall be provided to the Owner and Marcin Engineering upon completion of this work. Three (3) "as- built" ties to all
services, fittings, valves and manholes to physical monuments are to be provided by the Contractor.
16. If any ground water is encountered, the Contractor shall contact Marcin Engineering and the Project Geotechnical
Engineer immediately.
17. The Contractor shall maintain existing drainage channels, culverts and appurtenances during construction, as necessary
to protect roads and property.
18. Road subgrade shall be proof rolled and free of deflection to the satisfaction of the Geotechnical Engineer. Any failing
areas shall be repaired and proof rolled again until accepted by the Geotechnical Engineer with no additional cost to
Owner.
19. All areas disturbed during construction shall be revegetated with sod, unless specified otherwise by the Owner.
20. Topsoil shall be stripped and stockpiled.
21. Oversize boulders (Rock Excavation -as defined in CDOT specification 203.02.d) encountered during the Work shall be
removed and stockpiled in a location designated by the Owner. No extra payment will be due for this item of Work.
22. Contractor is responsible for daily cleaning of all access roads and other public streets necessitated by his activities on
the site.
23. Dust control is incidental to earthwork construction and shall be provided by Contractor, at no cost to Owner, in
accordance with the Town of Vail municipality standards and specifications.
24. All construction activities must comply with the State of Colorado permitting for "Storm Water Discharges Associated
with Construction Activity and Air Pollutant Emission Permit." For information contact the Colorado Department of
Health, Water Quality Control Division, WQCD- PE -B2, 4300 Cherry Creek Drive South, Denver CO 80223 Attention:
JOB: 13048
Permits and Enforcement Section, Phone (303)- 692 -3590. The Contractor is responsible for this permit.
DATE: 08/22/13
SCALE: 1 " = 6'
25. The Contractor shall provide all lights, signs, barricades, flagmen, or other devices necessary to provide for public safety
in accordance with the current MUTCD code. The Contractor will be responsible for all construction zone traffic control.
26. Disposal of trash, asphalt, concrete, and construction debris is the responsibility of the Contractor and considered part
of the work.
27. The existing asphalt adjacent to all new pavement shall be saw cut and removed a minimum of one foot back from
the existing edge, or until an acceptable existing cross slope is achieved to assure a straight edge for the joint. A
tack coat shall be applied to the freshly cut existing mat and allowed to cure to facilitate a good joint in accordance
SHEET
with section 407 of CDOT's Standard Specifications For Road and Bridge Construction, latest edition.
C - 1
28. The Contractor shall provide erosion control in accordance with Best Management Practices.
FOR CONSTRUCTION