HomeMy WebLinkAboutDRB100367 PlansGENERAL NOTES:
A. ALL WORK SHALL BE IN ACCORDANCE WITH THE COLORADO DEPARTMENT OF HIGHWAYS STANDARD SPECIFICATIONS FOR ROAD
AND BRIDGE CONSTRUCTION, 2005 EDITION, AND PROJECT SPECIAL PROVISIONS; THE LATEST M &S STANDARDS; TOWN OF VAIL
STANDARDS; AND THE PROJECT CONTRACT BID DOCUMENTS.
B. THE EXISTING CONDITIONS INDICATED ON THESE PLANS ARE BASED ON THE BEST AVAILABLE INFORMATION. THE CONTRACTOR
IS RESPONSIBLE FOR VERIFYING EXISTING CONDITIONS AND FOR THE FIT OF ALL NEW CONSTRUCTION.
C. THE CONTRACTOR SHALL CONFORM TO ALL FEDERAL, STATE AND LOCAL HEALTH AND SAFETY RULES AND REGULATIONS. ALL
TRENCHES SHALL BE PROPERLY BRACED AND SHORED TO FURNISH SAFE WORKING CONDITIONS. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR THE SAFETY OF ALL ASSOCIATED WITH THE PROJECT AND THE GENERAL PUBLIC WHERE THE PROJECT IS
WITHIN THE TOWN OF VAIL RIGHT —OF —WAY. SAFETY /CONSTRUCTION FENCING MUST BE PLACED ENTIRELY AROUND ANY OPEN
EXCAVATION OR AREA DESIGNATED BY THE ENGINEER AT THE END OF EACH DAY. SAFETY /CONSTRUCTION FENCING SHALL NOT
BE PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN THE WORK.
D. STATIONS, ELEVATIONS AND DIMENSIONS CONTAINED IN THESE PLANS ARE CALCULATED FROM A RECENT FIELD SURVEY. THE
CONTRACTOR SHALL VERIFY ALL DEPENDENT DIMENSIONS IN THE FIELD.
I F UNDERGROUND UTILITIES IS NOT
E THE INFORMATION SHOWN ON THESE PLANS CONCERNING THE TYPE AND LOCATION 0 UNDERGR ND L
GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS
O AVOID DAMAGE THERETO. THE CONTRACTOR
TO THE TYPE AND LOCATION OF UNDERGROUND UTILITIES AS MAY BE NECESSARY T AV I G C
A
SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO AT 1- 800 -922 -1987 AT LEAST 2 DAYS NOT INCLUDING THE
DAY OF NOTIFICATION PRIOR TO ANY EXCAVATION OR OTHER EARTHWORK.
F. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE STABILITY OF ALL
STRUCTURES AND EXCAVATIONS DURING
CONSTRUCTION.
G. THE EXISTING SITE IS IRRIGATED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND STOCKPILING EXISTING
IRRIGATION SYSTEMS TO THE SATISFACTION OF THE OWNER. NEW IRRIGATION /LANDSCAPING DESIGN AND /OR EQUIPMENT MAY BE
NECESSARY, AND WILL BE PROVIDED AND INSTALLED BY THE OWNER. THE CONTRACTOR SHALL COORDINATE HIS EFFORTS WITH
THE OWNER, IRRIGATION AND /OR LANDSCAPING CONTRACTOR. COST FOR THIS WORK SHALL BE CONSIDERED INCIDENTAL TO THE
PROJECT.
H. SEVERAL TREES EXIST IN THE VICINITY OF THE WALLS WHICH ARE TO REMAIN IN PLACE REFER TO THE PLANS FOR WHICH
TREES ARE TO BE REMOVED. THE CONTRACTOR SHALL EXCERCISE CARE TO PRESERVE ALL TREES NOT DESIGNATED FOR
REMOVAL.
I. ITEM 202 — REMOVAL OF EXISTING WALL SHALL INCLUDE ALL MATERAILS AND WORKMANSHIP REQUIRED FOR REMOVAL OF
EXISTING MODULAR BLOCK FACING, GEOSYNTHETIC FABRIC, LEVELING PAD AND BACKFILL AND ALL ASSOCIATED CLEARING AND
GRUBBING TO THE LIMITS OF THE PROPOSED WALL CONSTRUCTION, AND REMOVING OR STOCKPILING EXISTING TOPSOIL AND
VEGETATION AS DIRECTED BY THE OWNER. ALL NECESSARY COORDINATION AND RELOCATION OF AFFECTED UTILITIES IS ALSO
INCLUDED IN THIS ITEM.
J. ITEM 202 — REMOVAL OF EXISTING STRUCTURES AND OBSTRUCTIONS SHALL INCLUDE ALL MATERIALS ADN WORKMANSHIP TO
REMOVE OR STOCKPILE AND RESET, AS DIRECTED BY THE OWNER, VARIOUS SITE FEATURES INCLUDING BUT NOT LIMITED TO
FLAGSTONE PATH, PORTIONS OF EXISTING ASPHALT AND PLANTER BEDS.
K. ITEM 504 — ROSETTA GRAVITY WALL AND ROSETTA MSE WALL SHALL INCLUDE ALL MATERIALS AND WORKMANSHIP REQUIRED
TO CONSTRUCT ALL ASSOCIATED ITEMS, INCLUDING BUT NOT LIMITED TO FACING BLOCKS, STRUCTURE BACKFILL, GEOGRID AND
STRAPS, AND DRAINAGE MATERIAL. PAY LIMITS SHALL FROM THE TOP OF WALL TO BOTTOM OF WALL, AS SHOWN ON THE PLANS.
STRUCTURAL NOTES:
A. DESIGN DATA:
GRAVITY AND MSE RETAINING WALLS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE NATIONAL CONCRETE MASONRY
ASSOCIATION. STRUCTURAL DESIGN OF ANY INDIVIDUAL WALL ELEMENTS NOT COVERED IN THE FHWA MANUAL HAVE BEEN
DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS.
REINFORCED CONCRETE; f ,c = 4500 PSI; REINFORCING STEEL; f Y = 60,400 PSI;
STRUCTURAL STEEL: AASHTO M183 /ASTM A50
B. RETAINING WALL DESIGN IS BASED ON THE GEOTECHNICAL REPORT PREPARED BY GROUND ENGINEERING CONSULTANTS, INC.
(JOB NUMBER 07- 3801). THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE REQUIREMENTS OF THIS REPORT.
F. ALL RETAINING WALL CONSTRUCTION ASSOCIATED WITH ROSETTA HARDSCAPES, LLC, SHALL BE PER MANUFACTURER'S
RECOMMENDATIONS.
SOIL/ROCK TYPE
FRICTION ANGLE I!!
COHESION (PSF)
UNIT WEIGHT
ULTIMATE BOND
GTH
! SAND /FILL
E
#7
1 HT POLE
ISAND AND GRAVEL
PR PO ED
202
REMOVAL OF EXISTING STRUCTURES AND OBSTRUCTIONS
LS
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PROJECT SITE MAP
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SUMMARY OF STRUCTURE QUANTITIES
CONTRACT
CONTRACT
UNIT
TEE BOX
ITEM NO.
ITEM DESCRIPTION
E
#7
1 HT POLE
PROP
PR PO ED
202
REMOVAL OF EXISTING STRUCTURES AND OBSTRUCTIONS
LS
1
202
REMOVAL OF EXISTING WALL
SF
990
208
EROSION CONTROL
LS
1
504
ROSETTA GRAVITY WALL
SF
1061
504
ROSETTA GRAVITY WALL WITH STRUCTURE BACKFILL
SF
406
504
ROSETTA MSE WALL
SF
1452
607
FENCE WOOD RAILING (42 INCH)
LF
184
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ABBREVIATIONS TABLE
A OCIATTON OF ATE HIGHWAY AND
T LINE
E
LARD END ECTION
1 HT POLE
PROP
PR PO ED
T
LEPHONE
AASHTO
TRANSPORTATION OFFICIALS
CLEAR
FF
FINISH FLOOR FRONT FACE
LT
LEFT LIGHT
PRV
PRESSURE REDUCING VALVE /
PRESSURE RELIEF VALVE
TAN
TANGENT
ABAN
ABANDON
FCONC
CLEAN OUT
FG
FINISH GRADE
MAINT
MAINTENANCE
TBC
TOP BACK OF CURB
ABC
AGGREGATE BASE COURSE
COMMUNICATION
FH
FIRE HYDRANT
MAS
MASONRY
PSF
POUNDS PER SQUARE FOOT
TEMP
TEMPORARY
ABUT
ABUTMENT
CONCRETE
FL
FLOW LINE
MATL
MATERIAL
PSI
I POUNDS PER SQUARE INCH
TOC
TOP OF CONCRETE Z TOP OF CURB
ALT
ALTERNATE
CONSTI
CONSTRUCTION
FN
FENCE
MAX
MAXIMUM
PT
POINT OF TANGENCY
TOW
TOP OF WALL
AMT
AMOUNT
CONT
CONTINUOUS AT(ON
FPS
IFEET PER SECOND
MB
MAIL BOX
PVC
POINT OF VERTICAL CURVE POLYVINYL
CHLORIDE
TYP
TYPICAL
APPROX
APPROXIMATE
CDR
CORNER
FT
IFEET
MECH
I MECHANICAL
UBC
UNIFORM BUILDING CODE
ASPH
ASPHALT
CP
CONTROL POINT
FTG
FOOTING FITTING
MFR
MANUFACTURER
PVMT
PAVEMENT
UE
UNDERGROUND ELECTRICAL
AMERICAN SOCIETY FOR TESTING AND
CY
tCUBIC YARDS
G
GAS
MH
MANHOLE
QTY
QUANTITY
UNO
UNLESS NOTED OTHERWISE
ASTM
IMATERIALS
DEMO
I DEMOLITION
GA
GAUGE
MIN
MINIMUM
R RAD
RADIUS
VERT
AVG
AVERAGE
DET
DETAIL
GAL
GALLON
MISC
MISCELLANEOUS
RCP
REINFORCED CONCRETE PIPE
W
WATER
AWWA
AMERICAN WATER WORKS ASSOCIATION
DIA
DIAMETER
GALV
GALVANIZED
MJ
MECHANICAL JOINT
RE REF
REFERENCE
w
BF
BACK FACE
DIP
DUCTILE IRON PIPE
GND
GROUND
NA
NOT APPLICABLE
REINF
REINFORCED D ING ME
w a
"SECTION
BFV
BUTTERFLY VALVE
DWG
DRAWING
GPD
GALLONS PER DAY
NPT
NATIONAL PIPE THREAD
READ
_
REQUIRED
WWF
FABRIC
BLDG
BUILDING
EA
EACH
GPM
GALLONS PER MINUTE
NTS
NOT TO SCALE
ROW
RIGHT OF WAY
X
BM
BENCH MARK
EF
EACH FACE
GRTG
I GRATING
NWL
NORMAL WATER LINE
RT
RIGHT
BMP
BEST MANAGEMENT PRACTICE
Ed
EXPANSION JOINT
GV
I GATE VALVE
OC
ON CENTER
SAN
SANITARY
BOC
BACK OF CURB
EL ELEV
ELEVATION
HCL
I HORIZONTAL CONTROL LINE
OD
OUTSIDE DIAMETER
SD
I STORM DRAIN
AT
BOF
BOTTOM OF FOOTING
ELEC
ELECTRICAL
HMA
HOT MIX ASPHALT
OH
OVERHEAD
SF
SQUARE FOOT
CIP
COMPLETE CAST IN PLACE
BOW
BACK OF WALK BOTTOM OF WALL
ENGR
ENGINEER
HORIZ
HORIZONTAL
OHE
OVERHEAD ELECTRIC
SHT
SHEET
BRG
BEARING
EOP
EDGE OF PAVEMENT
HP
HIGH POINT
PC
POINT OF CURVATURE
SPA
SPACING SPACES
BS
BACKSIGHT
EOTW
I EDGE OF TRAVELED WAY
HVAC
HEATING VENTILATION AIR CONDITIONING
PEJF
1PREFORMED EXPANSION JOINT FILLER
SPEC
SPECIFICATION
C &G
CURB AND GUTTER
EQ
I EQUAL
HWL
HIGH WATER LINE
PGL
I PROFILE GRADE LINE
STA
STATION
C C
CENTER TO CENTER
-EQUIP
EQUIPMENT
HWY
HIGHWAY
PI
POINT OF INTERSECTION
STD
STANDARD
CB
CATCH BASIN
EQUIV
EQUIVALENT
ID
INSIDE DIAMETER
PL
PROPERTY LINE
STL
STEEL
COLORADO DEPARTMENT OF
ESMT
EASEMENT
INV
INVERT
PP
POWER POLE
STM
STEAM
N
NORTH
CDOT
TRANSPORTATION
EST
ESTIMATE
INV EL
INVERT ELEVATION
PREFAB
PREFABRICATED
SWMP
STORM WATER MANAGEMENT PLAN
S
SOUTH
CFS
I CUBIT FEET PER SECOND
EX
EXISTING
IRR
IRRIGATION
PRELIM
PRELIMINARY
SY
SQUARE YARD
E
EAST
CJ
I CONSTRUCTION JOINT CONTROL JOINT
I FD I
I FOUNDATION DRAIN
LF
LINEAR FOOT
PREP
PREPARATION
SYM
I SYMMETRICAL
W
WEST
q4. Y
029 — 07136 V01 G01f C{ub
GENERAL NOTES
No Revisions: & ESTIMATED {QUANTITIES
Revised: ISSUED BY: LORIS AND ASSOCIATES, INC.
Project No. 07136 Revised:
Void: Sheet Subset: Subset Sheets:
+► • ! a a
Sheet Number: 01
COMPACT BACKFILL SOIL TO MIN. 95% DRY
DENSITY. ASSUMED BACKFILL SOIL PROPERTIES OF
0 = 29, 7 = 125 PCF TO BE VERIFIED BY
GEOTECHNICAL ENGINEER DURING CONSTRUCTION
MAINTAIN 3" COVER BETWEEN
GEOSYNTHETIC STRAP AND GEOGRID
* ABRIC
O
* - * * _�O_ - -
NON–WOVEN GETEXTILE F
BE INSTALLED AT BACK OF WALL AND
AROUND STRUCTURE BACKFILL
0" LONG MIRAGRID 2XT 0 V-611 8r,
4'-0" ABOVE BOW ELEVATION. ADJUST
TOP MIRAGRID PLACEMENT TO MAINTAIN
12" MIN BELOW TOW ELEVATION.
0" LONG PARAWEB 30E STRAP
EACH LIFT HOOK. LOOP STRAP AROUNI
LIFT HOOKS PER DETAILS,
101 M III rokN I
3 MIN
STRUCTURAL BACKFILL (CLASS 1
4"� PERFORATED DRAIN PIPE,
SLOPE TO DRAIN
A
17,
CLASS B FILTER MATERIAL—'/
4"0 PERFORATED DRAIN PIPE, -
SLOPE TO DRAIN
B )TYPICAL - ROSETTA MSE WALL
1 0 1
ORIGINAL SCALE: 914" = 1' -0"
1 11 0 1
ORIGINAL SCALE- ;4" = 1' -0"
COMPUTER FILE INFORMATION SHEET REVISIONS
Creation Date: 7/29/10 Initials: BAO
Last Modification Date: Initials:
Full Path:
Drawing File Name:
Acad Ver. 2007 Scale: AS NOTED Units: ENGLISH
In
AGGREGATE BASE
COURSE (CLASS 6)
Mw
STONE BLOCKS
MOVE EACH STONE
FORWARD TO ENGAGE
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COMPACT BACKFILL SOIL TO MIN. 95% DRY`X"
DENSITY. ASSUMED BACKFILL SOIL PROPERTIES OF
28% 7 = 125 PCF TO BE VERIFIED BY
GEOTECHNICAL ENGINEER DURING CONSTRUCTION
NON–WOVEN GEOTEXTILE FABRIC
BE INSTALLED AT BACK OF WALL,
AROUND FILTER MATERIAL AND
AGGREGATE BASE COURSE
CLASS B FILTER MATERIAL–,/"/
4"0 PERFORATED DRAIN PIPE,—
SLOPE TO DRAIN
10
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1!1009 1
ORIGINAL SCALE: 1'_0„
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029 - 07136 Vail Golf Club Project No• /Code
TYPICAL SECTIONS & DETAILS
No Revisions: SHEET 1
Revised-.- ISSUED BY: LORIS AND ASSOCIATES, INC.
Project No. 07136 Revised. 02
Void: Sheet Subset: , Subset Sheets: Sheet Number:
1wwN
Creation Date: 07/28/10
Last Modification D-ate:- -
Drawing File Name:
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SHEET REVISIONS
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-_NGE NOTES:
WOOD PRODUCTS SHALL BE ACQ TREATED.
RAIL SECTIONS SHORTER THAN 8' LONG
RE AVAILABLE BY SPECIAL ORDER.
TO 1,11 "AY
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029 — 07136 Vail Golf Club
TYPICAL SECTIONS & DETAILS
No Revisions: SHEET 2
Revised: ISSUED BY: LORIS AND ASSOCIATES, INC.
Project No. 07136 Revised:
Void: Sheet Subset: Subset Sheets:
Sheet Number: 03
LEGEND
REMOVE TREE
TEE BOX AREA
ROUGH
------------ ------------
WOOD FENCE
ASPHALT REMOVAL
-----------
— ------------
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0 BE REPLACED-
--- - -------------- -----------
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10
ORIGINAL SCALE: 1" 10'
REAVIEW SET
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1-80"22-1987
534-6700 METRO DENVER AREA
UTILITY NOTIFICATION CENTER OF COLORADO
Vail Golf Club
COMPUTER FILE INFORMATION SHEET REVISIONS 029 07136 Projecf No./Code
LOOS an Associft, Inc.
rou id TEE BOX #7
Creation Date: 07/29/2010 Initials: BAO
EXISTING SITE PLAN
....... ...
Initials:
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La t Modification Date: No Revisions:
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Last Modification Date: 2008-07-25 Initials: CAF
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-Acad Ver. 2007 Scale: AS NOTED Units: ENGLISH
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029 — 07136
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0-08-02
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! • 1
mmm
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LENGTH
RADIUS
BEARING
!
1'
FASTING
1
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30.00'
#
36 "41'35"
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1659817.67
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2759219.80
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1659856.18
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f
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mmm
ITEM
LENGTH
RADIUS
BEARIN
!
1'
FASTING
0301
19.21'
30.00'
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36 "41'35"
•
B 2759286.16
•
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E 1659822.59
E 2759244.60
C302
33.65'
400.00'
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E 1659824.46
E 2759250.88
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4.69'
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S67'44'04"W
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E 1659865.90
E 2759239.97
E 1659849.59
E 2759302.36
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CHORD /LINE
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mmm
ITEM
LENGTH
RADIUS
BEARING
DELTA
NORTHING
FASTING
0301
19.21'
30.00'
N45'49'08"W
36 "41'35"
B 1659851.69
B 2759286.16
•
MM
E 1659864.86
E 2759272.62
C302
33.65'
400.00'
N88`10'05"W
48'11'42"
B 1659864.86
B 2759272.62
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all
E 1659865.90
E 2759239.97
L303
4.69'
• li
S67'44'04"W
:
E 1659865.90
E 2759239.97
E 1659864.12
E 2759235.63
L304
20.73'
S67'02'37"W
• •♦
B 1659864.12
B 2759235.63
E 1659856.04
E 2759216.54
L305
28.13'
S65'05'40V
B 1659856.04
B 2759216.54
E 1659844.19
E 2759191.03
SHEET REVISIONS
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1659843.63
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B 2759174.33
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NOTE: WALL #4 ALIGNMENT ESTABLISHED TO MAINTAIN 6 1f FROM EDGE
OF ASPHALT TO WALL CONTROL LINE. CONTRACTOR TO ADJUST
ALIGNMENT AS NECESSARY BASED ON ACTUAL EDGE OF ASPHALT.
029 - 07136
No Revisions:
Revised:
Void:
ELEVATION TABLE
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BIWORIK
1-80"22-1987
�
1
534-6700 METRO DENVER AREA �
NOTIFICATION UTILITY i
Project No./Code
Sheet Number: 06
X
4 2 0 4
ORIGINAL SCALE: 1/4 = 1' -0"
br%Ot 1 1'A Pt)A111'tV WAI I IMITU CM I&M 10AI DAPVC11 I
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Mr.
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ING FENCE
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K—WALL CONTROL LINE
I
RINHIN 8177
201(H)8-02
GRAVITY WALL
SAW CUT PORTIONS
ASPHALT, ► MAX FROM
FACE OF PROPOSED WALL
4 2 0 4
1 60017 = 1' -0" ORIGINAL SCALE: X
CALL UNCC
TWO WORKING DAYS
BEFORE YOU DIG
1-800-922-1987
534-6700 METRO DENVER AREA
UTILITY NOTIFICATI&I CENTER OF COLORADO
COMPUTER FILE INFORMATION SHEET REVISIONS
Vail Golf Club
029 07136 Project No./Code
Lads and Am" Inc. X
D.
TEE BOX #7
Creation Date: 2008-07-14 Initials: BKS
WALL SECTIONS
N o Revisions:
Last Modification Date: Initials:
risHildge DrWe End
ISSUED BY: LORIS AND ASSOCIATES, INC.
Full Path: CD Lafarft Oolorado 80026
Revised.
X. Project L
ec
Drawing File Name: 3MA44,2073 X X: No. 07136 Revised:
Acad Ver. 2007 Scale: AS NOTED Units: ENGLISH www.Lorbw4AwooWbwoom Vold Sheet Subset: Subset Sheets: Sheet Number: 07
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MIN. 2' SETBACK TO
-BACK FACE OF WALL
■
L01
BMP LEGEND
UW A CONCRETE WASHOUT AREA
)B EROSION CONTROL BLANKET
V EXISTING VEGETATION
(D PERMANENT SEEDING
PS
(SEE LANDSCAPE PLANS)
D PT
PORTABLE TOILET
&SF
SILT FENCE
(SW STRAW WATTLES
0 TC TRASH CONTAINER / DUMPSTER
VTR
VEHICLE TRACKING CONTROL
REVIEW SET
201(H)8-02
x
F=7
CALL UNCC
TWO WORKING DArS
BEFORE YOU DIG
1-80"22-1987
534-6700 METRO DENVER AREA
UTILITY NOTIFICATION CENTER OF COLORADO
\wwwwmnm\x! ------ Vail Golf Club
COMPUTER FILE INFORMATION SHEET REVISIONS 029 07136 Project No./Code
Lon's and Awlefes, Inc. ti TEE BOX #7
Creation Date: 7/28/2010 Initials: BAO ...... x
.. ... STORMWATER MANAGEMENT PLAN
x
. ... ... ... .
No Re\dsions:
Last Modification Date!
2686 Tfuliddge NO East
ISSUED BY: LORIS AND ASSOCIATES, INC.
%XX :x.
Full Path: IM"
La%eft Coloraclo 80020
Revised:
X 1� .%
Drawing File Name: 30S.4 X Project No. 07136 Revised:
www. ....
Acad Ver. 2007 Scale: AS NOTED Units: ENGLISH LorbwWA%ocWft=m .... Void: Sheet Subset: Subset Sheets: Sheet Number: 08