HomeMy WebLinkAboutCDOT Pre-Construction .
' STATE OF COLOR,ADO
DEPARTMENT OF TRANSPORTATION OT
Traffic 8�Safety Section
222 South 6"'Street,Room 100
Grand Junction,Colorado 81501
(970)248-7230
Pre-construction Meeting Agenda
Access Permit Number: 307047
Access Permit Name: Ritz-Carlton
State Highway:I-70 Frontage MP: 175.356 'I
Meeting Date: April 16th Intended Date to Begin Construction `7 �� /1 a
1. Introductions, Sign-In,Opening Remarks ���►Z ���� �
2. Roles and Responsibilities �—I ,'/
a. CDOT - Quality Assurance �� Wi��M�
b. Engin er of Rec rd- Project Lead � �.73 S
Name���.' �•A�COC�. PH# 9��" �3'3 ��D Qj7(�""
3. Design and Permit Items
a. Permit terms and conditions
b. Notice to Proceed status(Plans, Traffic Control, Weather, etc.)
c. Plan review
4. Construction Items
a. Construction Schedule 45 days to complete work
b. Construction personnel must wear personal protective equipment
c. No vertical shoulder drop offs allowed greater than 2"or. barrier required
d. Allowable construction work times—CDOT permit conditions and/or Local code
i. No night time or weekend work unless requested& a thorized. C � \
e. Project Work Times �=�? A-� -- ��°°(���-- L�n ; �=�,��,,.m��c�' • c�ou ���.
f. Keep business accesses open and easily accessible
g. All construction plan changes, no matter how minor, must be reviewed and accepted
by the EOR& CDOT.
h. Materials Testing
i. EOR provide written summary of materials testing schedule to CDOT
ii. Mix verification test by CDOT lab is not required �x�x� �
iii. Test reports to EOR& CDOT. 1� "'' \
iv. Contact Devin Drayton at 970-683-6286 48 hours prior to paving. 5�-t��,„Ssl
v. A/C mix must have 1%Lime. �
i. Temporary Pavement markings for overlay—need"Full Compliance"temporary
pavement markings at end of each work day
i. Place temporary striping at same location as permanent or temporary striping
shall be removed prior to permanent.
j. All highway paint must be epoxy or thermoplastic
Page 1 of 2
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DEPARTMENT OF TRANSPORTATION Page 2 of 2
Traffic 8�Safety Section
k. Agreements for contractor to use private property
1. Contractor to minimize debris on highway(mud, dirt, etc)
m. Work Zone Crashes &Incident Management
i. Notify CDOT contact person r-- .�-�'��l ' �aT
5. Traffic Control Plans ,J
i. TCS Name�/��ll�I PH# '�17� ° 3��' �6J���
ii. Reduced Speed Limit—need for reduction and CDOT authorization form
iii. Flagger Signs and Reduced Speed Limit Signage Shall be laid down during
non-working hours, (mainly nights and weekends).
iv. All daily logs shall be given to the EOR.
v. Traffic control must be set up 100%PRIOR to working in CDOT ROW.
vi. CDOT inspections-Periodic drive through by CDOT P.M. and Maint.
vii. Emergency Vehicles through work zones
viii. Oversize vehicles through work zones
1. Method of Handling
2. CDOT notification to truck permitting section.
ix. All changes routed through Engineer of Record then must be approved by
CDOT
6. Post-Construction Project Acceptance Process
a. EOR Certification(signed and sealed by PE) f conformance and as-built plans, if
necessary. ��� �Jv�k ur'��D o I j�c{Z+� �� -
b. Material Certification(signed and sealed by PE) �' P '��
c. CDOT Final walk thru and Punch list, if necessary(Schedule 2 weeks ahead)
d. CDOT issues written initial acceptance of the project, which starts warranty period.
e. After a two-year warranty period, final inspection by CDOT and written notification
of findings. ` L
� �E'�e�-�cU('s � ����'TS .
7. Action item recap
a. Closing remarks
b. Open discussion/questions
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DEPARTMENT OF TRANSPORTATION
Tra�c and Safety Section
222 South 6�'Street,Room 100
Grand Junction,Colorado 81501
970-683-6284
Meeting Sign-in Sheet
/� • /
Project �� I�Z - Ct�(`1 tnl'1
Date: � ' �� �f ��
Name Com an Phone Number E-Mail Address
—� ,,
L � ` c7/' �� �! �c.zSS �t70 - ��v �'6oZ �� e�c�,�f � ,� c�i '�. .. _, C-�>, uS
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CDOT Pertnit No.
COLORADO DEPARTMENT OF TRANSPORTATION 307047
STATE HIGHWAY ACCESS CODE SH/S/MP
070 A / 175.356 / R
NOTICE TO PROCEED Local Jurisdiction
Ea le
Permittee(s): Applicant:
Town of Vail Vail Resorts Development Company
Tom Kassmel Bill Kennedy
75 South Frontage Rd. PO Box 959
Vail, CO 81657 Avon, CO 81620
The permittee is hereby authorized to proceed with access construction within state highway right-of-way in
accordance with the above referenced State Highway Access Permit and this Notice to Proceed.
This Notice to Proceed is valid only if the referenced Access Permit has not expired. Access Permits expire
one year from date of issue if not under construction, or completed. Access Permits may be extended in
accordance with Section 2.3(11)(d), of the Access Code.
Adequate advance warning is required at all times during access construction, in conformance with the Manual
on Uniform Traffic Control Devices for Streets and Highways.
All construction shall be completed in an expeditious and safe manner and shall be finished within 45 days
from initiation. The permittee or applicant shall notify the Department prior to commencing construction as
indicated on the Access Permit.
Both the Access Permit and this Notice To Proceed shall be available for review at the construction site.
This Notice to Proceed is conditional. The following items shall be addressed prior to or during construction as
appropriate.
1. Pre-Construction Meeting
MuniCipallty or COUnty ApprOVal (VVhen the appropriate local authority retains issuing authority)
By Title Date
(X)
This Notice is not valid until signed by a duly authorized representative of the Department
Colorado De„partment of Transportation
By �! ,` Title Date
(X) ' ;,� � — �� 1� - " (` .�� 4/15/2010
� 2�` �� �
Copy istribution: Required: Make copies as necessary for: , Form 1265 S/98,6/99
Region(original) Local Authority Inspector Jim Pitkin
Applicant MTCE Patrol Traffic Engineer
Staff Access Section 19-2�avid Lykins
Oversight / NHS
FMNA NLL OVERSICHT?
NATIONAL HICHWAY SYSiEA1?
DEPARTMENT OF TRANSPORTATION
�"° �� STATE OF COLORADO
❑NO oYES RITZ�CARLTON RESIDENCES
SOUTH FRONTAGE ROAD (US HWY 6) IMPROVEMENTS
EAGLE COUNTY
NTP Submittal
Access Permit#307047
TABULATION OF LENGTH & DESIGN DATA
ROADWAY MAJOR
STATION STRUCTURE
LIN F(. MILS LIN Ff.
BEG[N LANE IMPROVEMENTS�N S FRONTAGE RD.
$TA. 0+00.00
ENO LPNE IMPROVEMENTS ON S. FROPITAGE RD. 680 0.128
STA, 6+80.00
101AL 850.0 0.161
PROJECT GROSS LENGTH 550.0 0.161
DESIGN DATA
MAXIMUM RAIDUS OF CURVE 6B0.00 FT
MAXIMUM 6RA�E 4.3%
MINIMUM).�,U. HIJKIZONiAL 165 FT
MINIMUM S.S,U. VERTICAL 165 FT
MA%IMUM OESIGN SPEEO 25 MPN
DESIGN TRAFFIC A➢T S�UTH FRONTAGE ROAO 7,670
�HV TRUCKS% 3L)WB-50
CLEAR ZONE IDSTANCE(3�l SLOPE) IS FT
CLEAR IDNE OISTANCE(CURB&GUTTER) 1.5 FT
: FOR INFORMAiI�N ONLY
�4LPIN� �,�t,a�oa�e��
_= � �s��,oa,<<a�,a�
— FNI Poth:
ENGINEERING INC. o.ow�� File Nar
a�$YBb�f`� a��i
� Mad Ver.2006
P:1TOV050071d�vg\C�OTICDOT-NTP\COVER.dwg,4/15/2010 9:42:19 AM,babcock
VICINITY MAP
n.t.s
COLORA�O�EPT.OF TRpNSPORTAl1IXJ OENN DFAViIIN (9�0)883-6288
%CEl ENERGY(GAS) J�M 0'NEAL (9��)262-a001
C�1ACA5T(CATV) IONY NILOREiH (9]0)619-0]52
EAGLE RIVER WATER AND SANITATION p15TRICT— FRE�HASLEE (9�0)a)]-]449
NOLY CR�55 ENERGY(ELECTRIC) JEFF VROON (9�0)941-5425
OWfST(TLEPHONE) SAM TO0.EY (9��)<68-6860
CIVIL ENGINEER.AEI MENT KRIEXµ
JEN BnBCOCK (9��)926-33]3
CE0IECNNiGL ENCINEER, (}p;�ggg_i2�}
KOECHLEIN CONSULTING ENGINEERS BILL KOECHLEIN
VAIL RESORTS DEYELOPMENT C0.(OWNER) BILL KENNEDY (970)945-Z56a
LAND SURVEYOR,PEAK LAND CONSULiANTSINC.— BRENT BiGGS I9�0)4�6-Bfi94
VAIL RESORTS PXONE DON GRE55 I9�0)477-8572
TOWN Of VAIL i0M KASSMEL-T�V ENGMEER-�910)419-22J5
LEONARU SANOOVRL-TOV �910�419_Zt98
CONSTRUCIION INSPECTOR—
��,�,a�s:M�w � , �
Ini6ols:JEB O 2 NiP
C�OT-N7P O 3 MP
co�er.awa �
As Constructed
No Revisions:
Revised:
Yoid:
THIS DESIGN IS IN FULL COMPLIANCE WITH
SECTION 4 OF THE STATE HIGHWAY ACCESS
CODE, 2 CCR 601-1 EXCEPT FOR THE
FOLLOWING APPROVED DESIGN WAIVERS:
SHEET NO INDEX Of SHEETS
i CDVER SHEEi
2 SiAN0AR0 PLANS LIST
3-4 GENERAL N�TES
5 - SUMMARY OF APPRD%IMATE�UANTITIES
6 GEOMETRIC LAYOUT
7 EXISIING CONDITIONS
B REMDVAL B�EMOLITI�N PLAN
9-10 RDAD PLAN
11 RDAD CENTERLINE PROFILE
12 TYPICAL SECTIONS
13-l5 PPVING PLAN
16-17 RDAD LROSS SELTIONS
IB �RAINAGE PLAN ��
19 EROSIDN CONTRpL PLAN �
�0-21 SIGNAGE At��SiR1PlNG PLAN
B2-23 PAVEMENT MARKING PLAN
24 UTILITY PLAN
25-26 4EHICLE TURNMG TEMPLATES
s.
COVER SHEET
Sheat Number t
PLAN
NU�
1�ra-mo-i
f�i M-zo3-i
CiM-203-2
C�M=203-ll
�7 M°203'12
e.,:6d-zo8-i
�M-296-2
M�308-4
8 M-210-1
�M=2t4-1
IA-412^i
4 M-S10°I
G]M-fiQi-1
0 lAds01-F
Q M-64Y-3
C�1 M-601-4a
O M-64i-kI
C2 M-603-22
d M-6Dt-2Q
M-BD3-1
�M°6D3°2
M-863-3
M-S03-4
M-603-5
!I M°603-10
■M-60�X-1D
=re-saa-�i
�N-SO4-72
!�d-604-13
M-804'20
�M-&04-25
M-805-i
—�+-sas-�
�M-606-13
�u-sae-ra
NEW OR M STAhlC1AR0 PAGE
REVTS�O TITLE NUMbER
STANQNtQ SYM�OLS C3 SHEETS�................_.'.....,,<.. t-3
npPROncn Rt��ns..................................................�
0I7GH iYPHS.......................................................5
SitPEftELEVATION GROWNE�kND...............................6-8
p7V7pEp NIChIWAYS {3 SMEETS)
�1PERELEVATION STR�ETS(2 SHE5T5)...................._9-]0
ExCAVATI4N PND BACKFIt4 FOR ST�nUCTURES..............1#-12
<2 SH�EiS)
EXCAYATI�N FNI3 9ACKFILL F4R BRIpGES(2 BNEETS)....13-i�
� 7EMPORPRY ERDSION COMTR{1t (7 SHEEiS)���y....,�'�
MAILBt7X SURPORTS (2 SHEETS�............................22�23
PLANTING 04TA71.S...............................................2$
I� GC)NCRE7f PAVEMENT JOiNTS(5 SNEETS)��y�,.....-i5-�9-
� 57RUG7UftAl PLkTE PIp�M-20 LaAOING.......................36
SINGLE GONCRETE BOX CIJIVERT(2 St�ETS)............. 31-32
08U8LE CONCRE7`£BOX CULVERT (2 SHFEi5)..,_.......,33-34
tRIPLE C�NGRETE 9ClX CULYERf (2 SHEETS},,,,,,,_._..35-3&
HEADWALL FOR RSPES............................................3i
7YPE °S°S�OLE NEN3WPlL5 FQR PIPE.......................3&
HEM4tALLS NIO P[PE OUTtES FAVING ....,_...............39
WINGWPLLS FQR FIPE OR BE1X GULVERTS.....................40
j� METAL PIPE C4 SNEETS?Qavumwrc�avhrza.mio}.............-.H.^4''z-
R�Ih�'l7RCE4 C9NCRE'TE FIPE...................................43
C7 PftECAST C�NCRETE g4X CVLYERT9�'+��,aaYOa,�aro1....,..,-hM-
� CORRI3GATE0 POLYEiHYLENE PIFE(AtISNTD M29�63Cxv.w�s.assarof
� PRLYYINYI GHLQREDE(PVC) PIPE {Aq�HTO M3C4)mev�e Fm.zs,avo>
CQNCRETE ANQ METAL ENO SECTI�NB(2 SHEETS).......45-4fi
INLE7y TYPE Q......................................................47
INLET�TY#'E D..................................................48
CURB INLET TYPE R (2 SH6ET$)...........................49-50
CtlNCRETE INLET TYPE 13......................................51
MPNHQLcS{3 SNEETSi.......................................52-94
VANE 6RATE INl€T iS SNEEl'S).............................58-89
Ct SUBSL�R6ACE DRAINS�n ae ur a4�i........................:^69-
GUARDRAit TYPE 3 W-BE?}A (i& 5WEE78}................. 6t-76
GUARDRAIC 7YPE 7 F-SHRPE BARRiER (4 SNEf,7S).......17 80
PRECAST 7YRE 7 CONCRETE BARRtER {3 SHEETS�.....,<.Bt-$3
:a
ENGINEERING INC.
. roE:��s�to:8�i8��cz�l.soo .
Fuli Path:
PLAN
NUMFJER
d M-5U7-1
C�M-647-2
�M-607-3
O M-507-4
�M-507-10
o�+-sa�-�s
�M-608-7
M-60S-7
�M-&tI-i
�M-619-4
�M-6I4-i
C�M-614-2
G7 M°fii5-i
Q M-815=2
Q M-$26-i
d M�G2q-i
S�M-S20-2
C7 M-S20-il
C]MA-&20-E2
O M-629-I
NEW OR M STANDAF�D PAGE
REYf5E0 TIT�E, NUMBER
WIRE F�NCES AND GA7ES i�SHEETS}.......................84-66
CHAtN L1NK FENCE(3 SNEETS)..............................87-89
BpftRIEft FENCE....................................................90
DEER FENC£AND GATES <2 SHEETS)......._...._......_..91°92
P[CKET SNOW FENCE......_..,__......_....____...__...93
ROAD CCgSURE GATE(4 SHEE7Sj..........................$4-ia2
CUi� RAMPS (d SFIEETS)....... ............. ...........103-34b
� 6tJf�S�Gl7fiTERS�AN6 SIpEWALHS(3��SHEETS)���7-�285�
CATTLE GUARD(2 SNEETS}.............. .. .. ..._.......t10-fli
ROAbWAY!IGHTiNG (4 SMEETS)...........................ti2-1t6
RUh�LC SiRIP$ (3 SFtEE7S)................................ Si6-11$
SAN�HARREI ORRAYS (2 SMEETSi............_..........219-.120
ElA6ANKkAENT PROTECTDR TYPE 3.............................t21
EMBfiNKMENT PROTECTDft TYPE 5..............................122
INVERTED S7PH�N................................................123
F2EL0 LABORATORY CLASS 1....................................]24
FIELD LFA�ltATORY CIASS 2...................................I25
FIELD OFFICE CLASS 1..........................................126
fI'cl0�FFdCE CLASS 2..........................................i27
SURV@Y AlONUMEN75(2 SNEETS)..............._.._...._i28-t29
iHE STANDAR� PLAN SHEETS INDIGATED HEREON BY A
MARKEO 6pX ARE 'f0 BE liSEQ TQ GONSTRUGT TMIS
Pft(IJE�T.
ALl �f THE AI&S STANDARD PLANS,AS SUPPIEMENTEO
MID REVISED,APPLY T� iM[S PROJECT WFIEN USE�
BY DESIGNATED PAY IiE�i qR SUBSiD7ARY ITEM.
� =-
PLAN NEW OR 5 STAI�ARD PAG�
NUMBER RE.VFSED TITLE NUMBER
5-814-k � DEL}N€AT{IR [NSTAlLA77GCtS{� SttF_E"fS)6sv�,Hgsriv,�ov9..t31-13�
� 5--614^i GR9UA'[F S[GN PLACEldENT (2 SHEETS).........<.............136-137
Iw s-sia-a c�ass t sicr�s.....................................................a�a
`! 5-614-3 CLASS R SIGN3......................................................139
S-8td-4 Lt CLASS tTi SIGN5 (3 SH€ETS)Gevisn�ccau[rn3RSms).........=..14fl=142
M S-6IA-5 BREAK-AWAY SI�N SUPPORT t}ETR7LS........................143-144
F�7R GRQUND SIGN5 Ii SHEETSi
0 5-624-6 CBNCRETE FOOTINGS AN6 SIGN ISLANp3..................135-146
F3R C1A55 II! 5IGNS(2 SHEETS)
5-814-8 i 7118ULPR STEEt, SIGN SUPPORT f7�TAilS (5 SHEETSI.�°�-i5F
im.i 5-614-i0 MARKEft ASSEMBLY IN57ALLATIONS........_.....................152
S-b14-kl G� MItEP6ST SIGN OETAIL. �'OR HIGN SNOW AREAS 4er,a�n,zan7
C] S-BI#-12 STRUCTURE NtlMBER INSTAl�4AT2[,�t..............................<1�3
O 5-614-14 FLRSHING BEACON NdD SIGN IIdSfAI.LATftbY$ {3 SkiEE7SJ�.t54-16&
L� 5-614-20 TYPIGAL P�LE lAOt1NS SIGN tNSTpLLATI�NS.....................157
C] 5-614-43 C9NCRETE BRRRIHR SIGN RDST tNST�LATtONS.................158
t{ S-Bf4-22 TVPiCM� Mt�TF-SiGN SNS7A1�lkTIQNS..............................159
C! 5-81A-40 �1YPIGAL TftAFFIC SIGPIAL IN5TALLA7F€1N�E7All5......... 1&0-1$6
(7 SHEETSi
� S�i4-40A ALTERNATiVE TRAFFIG SiGNAL IN3TALLRT!QN DETAtiS.... IB7-171
�(5 SHEETS)
0 S°&14-50 MONOTUBE tiVERHEAD SIGNS U4 SHE£TS)...................172-i85
5-627=i �PAVEMEi3T tAPRKINGS{5 SHEETS3ttQVtsmb+.ctrf&�s) ...,iB&-°k96
5-630-1 {� TftAFFIC CQPlTRQLS FtIR HIGNWAY CE3NSTfiUCTIdNQ�g'!��§�-�
(i2 19 SHEETSI
_,.,) 5-630-2 BPRRIGADE9��RUM" CBNGRETE BAfiRIEftS {7gMP)..a.........,.203
ANn VERT,CA1 PANE�LS .
� 5-530-3 FLA5HiNCi BF_AC9N (Pf1RTA81;E}hEYA[LS...........................20d
5-636-4 � ST6E4.SIGN SUPPORT(TEMdPOftAFYi SNSTALLATI�N DETA[L5�Naa,
As Gonstructed
No Revisions:
Revised:
4oid:
COLORA�O
flERARTM�NT �F TRANSRORTATION
STANDARD PI..ANS LIST
M&� STANDARDS
July 04, 20n6
Revised on March �2, 2010
RIT�—CARLTON RESIDENCES
Standard Plans List
Sheat Number 2
GENERAL N❑TES
1. FLL MATERIALS,EQUIPMENT,INSTA�LATION ANO CONSTRUCTION WITHIN THE STATE HIGHWPY
R�W SHAL�BE IN ACCOROANCE WITH iHE IATESi EOITION 4F THE FpLL�WING STANOAR➢
REFERENCES AS-H;�PLICABLE�
A. CODT FI_LD MRTERIAI MAN�AL
B. C00T CONSTRUCTIDN MANUAL
C. COOT STANOARD SPECIFICATIDNS FOR R�AD FN➢BRI9GE CONSTRIICTIDN
D. COOT STANOAR➢SPECIAL PROVIS[ONS,AS APPL[LALBE i0 PR�JECT
E. CDDT STANDAR➢PLANS(M&S STAN➢qR➢S)
F. FHWN MANl1AL�N UNIFpRM TRAFFIC CONTROL➢EVICES(MUiCO�F�R STFEETS FlNO
HIGHWAYS PNC THE COLORAD�SUPP�EMENT iHERETO
G. PPSHT�ROA�StOE DESIGN GUIOE
2. THE CONTRACT�R SHALI LIMR CONSTRUCTIDN ACT[VITIES TD THOSE AREAS SH�WN ON THE
PLANS ANO CROSS SECTI�NS.ANY DISTIIRBANLE BEVpN➢THESE LIMITS SHALL BE RESipREO
BY THE CONTRACi�JR AT HIS OWN EXPENSE,INCW➢ING REGRA➢ING,SEEOING AN➢MULCHING.
CONSTRIICTIDN ACiIVITY IN AOOITION Tp NORMAL LONSTRUCTIDN PRpCEDURE SHNLL INCLUOE
THE PHRKING OF VEHICLES�R Eall[PMENT,➢[SPOSAL OF L[TTER AN�ANY OTHER ACTI�N
WITCH WOlILO ALTER THE EXISTWG CONDITI�NS.
3. THE CONTRACT�R SHALL LALL THE UTILITY NDiIF[CATIQN CENTER 0:COLORPDO NNCC)hT
t-800-922-196)FOR UTILITY L�CATI�NS AT LEPST TWa<2>BUSINESS DAYS,NpT INCLUOING
THE➢AY ACTUAL��TIFICATION,PRIOR TO ANY EXCAVATIDN ACTIVITIES.
4. THE CONTRACTOR SHALI CAREfULLY CODROMATE ALL➢EMOLITIDN,TEMPORARY LIGHTING AN�
PERMANENT LIGHTING WIiH HOLY CR�SS ENERGY.IT[S THE INTENT OF THESE PLPNS THAT
ALl TRAFFIC LANES IN THE VICINITY OF THE PROJECT THAT ARE CURRENT�Y ILLUMINATEO
(IF ANT)BE LIi BY TEM?ORARY aR PERMANENT LUMINARIES OURING ALL PHASES OF
CONSTRULTIpN
5. AREHS OF RESEEDING/RESTORATION SHALL BE IN NCCOROANCE WI�H SECTI�N 212 OF THE
C➢OT SiANDAR�SPECIfICAT10NS ANO iHE ASSOCIATEO PROJE[T SPE[IFICATIDNS.
6. PLACE TOPSOIL SHNLL BE 4"OEEP.IF THE TpPSOIL IS NaT GENERAiEU WITHIN THE
PROJECi LIMITS,IT SHALL BE TREATED WITH AN HERHICIDE APPLICATION AFTER PIACEMENT
PN➢BEFORE NATIVE SEEOING.NERBICIOE TREATMENT SHALL BE PERFORMED BE A LICENSED
HERBICIOE HPPLICATOR ANO SHALL 9E INCLUDEO IN THE COST OF SEE➢ING(NATIVE)-
�. PLl AREAS Of EXCAVATION AND EMBANKMENT SHALL BE TREAiED WITH SEEDING,NULCHING
PN➢TOPSOIL AS INDICATED aN THE PLANS.
8. EMBANKMENT C�MPACTIDN SHALL BE 90%OF MODIFIED PROCTOR(AHSHTO T-180)FGR SANO
PT OPTIMUM MOISiURE(32%).EMHANKMENT COMPPCTI�N SHPLL HE 95%OF STANDARO
PROCTOR(PASHTp T-99)FpR CLAY AND SILTS PT x2:C OPiIMUM MpISTURE WITH SWELI�NO
+/-2'/,�F ND SWELL.WETTING EXCAVATIDN,AN➢COMPFCTION RE�UIRED FOR CaMPACTION OF
BPSES OF[l1TS HND FILLS ANO EMBANKMENTS WILL NOT HE PPIG FpR SEPpRATELY BUT
SHA�L BE INCLUOED IN THE COST OF THE WORK.
9. ALL EXCESS MATERIAL AS A RESIJLT OF 0�iHIS PROJECT SHALL 6ECOME PRpPERTY OF THE
C�NTRACTOR.
10. THE SUHGRAOE SHALL HE PROOF R�LLE�AS DIR:'LTEO BY THE ENGINEER AND SOFT pREAS
REI'HIItGII 1'I2IOR lp HEGINNING PAVING OPERATIDN AS SPECIF[EO IN THE STANONRO
SPECIFICATIDNS.
11. UHERE IT IS REQU[RED TO CIIT EXISTING ASPHALT pR EXISTING CONCRETE,THE LUTTING
SHALL HE OONE T�A NEAT W0.2K LME USING SPW,CIITTING WHEEL�R OTHER METHOD
PPPROVEO Br THE ENGINEER.
12.CLEARING RN�GRUBHiNG FOR T:iIS PROJECT WILL NOT HE PA1D FOR SEPARATELY BUT
SHpLL HE INCLIJpE➢[N THE COST pF THE WORK.INCLLOE�IN THIS WORK IS THE REMaVAL
OF ALL VEGETATI�N ANO PLANT MATERIFlL AS OESCft[9E➢IN THE STANONRD
SPECIFICATIDNS.ITEMS�ESIGNATEO[N THE PLANS ip BE REMOVCO UNOER A SPECIFIC ITEM
Wlll BE MEASURED AND PAID FOR IN ACC�R➢ANCE WITH THE SPECIFICFlTI�NS F02 THAT
ITEM
13.iNE CONTRACT�R]S RE�UIREO TD kESET,AOJUST OR kEPLACE ITEMS THAT ARE AFFECTEO
HY CpNSTR11LTI0N AN]➢ESIGNNiEO TO REMAIN.THIS INCLUDED LANUSCAPE,SPR[NNLER
SYSTEM,SIGNS,SIOEWALK,ANO OTHER ITEMS AS MPY BE IDENTIf'[E➢HY THE ENGMEER.
11NLESS SPECIFICNLLY N�TED ON THE FLPNS.THE LI]NfRPCTOR WILL NOT BE C�MPENSPTEO
FOR WO.iK DIITSIOE THE PROJECT LIM]TS.
l4.THE CONTRACTOR SHALL REMpVE ALl SEO[NENi,MUD ANO CONSTRIICTION DEBRiS THAT MAY
ACCIIMIILATE IN THE FLOWLINES ANU PIIBLIC RIGHT�F WAYS AS A RESULT OF THIS SITE
OEVELO°MENT.SEDIMENT REMOVNL SHRLL BE CONOUCTEO IN P TIMELY MANNER NND
➢IRECTED BY THE ENGINEER.
S5.DIIST PALLIAT7VF SHALL HE I1SED WHERE RE�l1IRE➢.
16.EROSI�N CONTROL MEASURES MUST BE IMPLEMENTED BEFpRE LONSTRULTION ANO GRAOING
OPERATIONS BEGIN.
17.UTILITY I.INES AS SHOWN ON THE PLANS SHEETS HRE PLOTTEO FR�M THE BEST AVNILABLE
INFpRMATI6V.
�4_LPI IV E aeoro��
- - � Lasl Motlii
Full Palh:
ENGINEERWG INC.
.a�wp Drawin F
9�0 0,._,,,., . ...o„_3,so . Acaa ver.
P:\TOV05001\dwglCDOIICDOT-NTP\NOTES.tlwg,4/15/2010 7031:51 AM,babcock
18. THC CONTRACT�R SHALL HPVE ONE SIG�'ED COPY aF iHE TOWN PND COOT PP°ROVE➢
PLANS ANU SPECIFICATI�NS Ai THE JOB SRE AT pLL TIMFC.IN AOUITIDN,THE
CONTRACT�R SHALL MAINTFIN ONE SET OF APPROVEO PLHNS ON SIiE AS AN
AS-H�?LT SEi IN WHICH THE CONTR�CTOR RECOROS PLL LHRNGES TO THE
APPROVEO PLANS.
19. THE CONTRACTOR SHALL NOTIFY THE TOWN OF VpfL ANO C➢OT N MMIMIIM OF 48
H�URS AND A MP%IMIIM OF 96 HDURS PRIOR TO STARTING CONSTRULTIDN.
20. WASTE MNTERIALS WILL BE DISPOSEU OF BY THE CONTRACTOR AT NO AO➢ITIONAL
CpST TO iHE TOWN UNLESS pTHERW[SE NpiED ON THESE DRNWINGS. WASTE
MATERIAL SHALL NDT BE UISPOSEO OF W]THIN TOWN RIGHT-0E-WAY. IT SHALL BE
THE RESPONSIBILITY OF THE WNTRACTGR TD OBTAIN A OISPOSAL SRE F�R ALL
I1NI1SA21_E MATERIAL.
2l. PERMITTEE SHALL➢ESIGNATE A CERii�lE➢TRNFFIC CONTR�L SIIPERVISOR(TCS>TO
MAIJAGE CONSTf2UCTI0N SIGNAGE AN➢SAFETY�F OPERATIONS OIIRING ACTN[TIES
WIiHIN Clllll KlfiHl IlF WFY. IHL !CS SHALL BE AVAILl+BLE WHtNLVLR Wf11ZK 3�IN
PROGRESS'
22. ACCESS C�NSTRIICTION SHALL NOT NEGATIVELY IMPALT PRIVATE PROPERTY�R
THE SiATE HIGHWAY ROW."
23. ND VEHICLES ARE ALLOWED T�PARK IN LD�T RIGHT OF WPY.'
24_ THE ENGINEER OG RECORO IS RESPONSIBLE FpR ALL EROSION CONTROL ELEMENTS.'
25. THE PERMITTEE SHALL COMPLETE ALL WORK IN THE LODi RIGHT OF WAV WITHIN
45 LALENOAR OPYS AND WITHM A SINGLE CONSTRIICT[ON SEHSaN.'
26. IT IS THE RESPONSI9[LITY OF THE PERMITiEE TD OETERMINE WHI[H
ENVIRONMENTPL CLEHRANCES pND/OR REGULHTIONS APPLY TD THE PR�JECT,AN➢TO
�BTAIN ANY CLEARANCES THAT ARE RCdU1REU OIRE[TLY fROM TIiE APPROPR[ATE
AGENCY P2IOR TD C�MMENCING WORK.PLEASE REFER i0 aR REOUEST A COPY OF THE
'CO�T ENVIRONMENTqL CLEPRANCE[NF�RMPiIf1N SUMMARY'(ECIS)F�R DETqILS.THE
ECIS MAY BE OBTAIWE➢FR�M CO�T PERMRTING OFFILES�R MAY BE ACCESSE➢V[A
THE CDOT PLANNING/CONSTRUCTIDN-ENVIRONMENTPL GUIOANCE WEBPAGE Ai:
HTTP://WWW.➢OT.STATE.CD.US/ACCESSPERMITS/POF/ENVIRONMENTALCLEARnNCESMFORMAiIONSUMMARY.POF
FAILURE TO COMP�Y WITH REGULATpRY RE�UIREMENTS MPY RESULT IN SUSPENSION OR
REVOCATI�]N OF Y�UR LDOi PERMIT,OR ENFORCEMENT ACTIDNS BY DTHER AGENGES.
ALL DISCHPRGES PRE SUBJECT TD THE PROVISIDNS OF THE COL�RHOa WATER QIIALITY
Afi ANI1 THE COL�RApO�ISCHARGE PERMIT REGIILATIDNS.PRpHIH1TED�ISCHARGES
MCLUOE SUBSTqNCES SUCH AS�WASH WFTER,PAINT,FUT�MOTIVE FLUIOS,SOLVCNTS,
OILS OR SOfPS.
2]. PI21fJ12 Tll Utli1NNINli 11F WIIKK IN iHE CDOi ROW,iHL lRKMITTEE SHFl�L LREAfL P
SITE SPECIFIC AND DETAREO CONSTRIICTION TRAGfIC CONTR�L PLPN WHICH COVERS
PLL PHASES ANO OAY/N[GHT SIGNAGE LOND[TIDNS OF WORK,INCLUOIN�FINAL SIGNI4G
ANO STRIPIING.
28. PERMITTEE SHALL➢ESIGNHTE P iRAFFI[CONTROL Sl1PERVISOR(TCS)HS OESCRIHE➢
M THE GENERAL NOTES.THE TCS MI1ST BE AVHILABLE 29 F�URS THROIIGHOUi
CONSTRUCTION.
29. PERMITTEE SHFLL�NLY USE THE TRAFFIC CONTROL PLANS STAMPEO'NOTICE T❑
PROCEE➢PLHNS-EXHIBIi P'�CDOT SHALL CONCUR WITH ALL OTHER TRAFFIC CONTROL
PLANS PRIOR TO THEM BEING IISEU ON THE HIGHWAY
]0. PE2MITTEE SHALL REMOVE HLL TRAFFIC CONTROL DEVICES AT THE END OF THE➢AY'S
CONSTRIICTION ACTIVIT[ES,�N WEEKENOS FNO HaLIOAYS,UPLESS DiHERWISE
OIRECTEO HV C➢OT.
Dale: XXXXX Iniiials:JEB
l�Dt�
0�
� ��
--
� --
SPECIPL CONSTRUCTIDN NQTES
1. CON1TRIlCf1(1N fI2NFl11:[:IINII2L�L WILL tlL!'f2t1V111L11 PS UIRECfE�BY IHL I.GY.
2. FINE GRADING�F TOPSOIL PRIDR TO SEEO]NG IS INCIOENTAL T�TOPSUIL PLACEMENT.
3. ASSUME LIMITS FOR TOPSDIL PND REVEGETPTION PAY ITEM FRE SH�WN IN TFE PLAN VIEW.
UTSLITY OWNERS
ELECTI2IC.....................................................H�LY LROSS E�'ERGY
(970)945-5491
GAS.................................................................XCEL ENERGY
(303)5]1-66�]
SFNITARY SEWER......................._.........EaGLE RIVER WFTER 6 SANITHTION DISTRICT
6 WATER (970)479-2160
TELEPHpNE................................................�WE$i
C9J0)468-6860
CABLE..........................................................COMCAST
- (97W 925-4311
CALL UTILITY NOTIFICPTION
CENTER OF co�o`Fnoo
1-800-922-1987
CALL 2-BUSINESS�AYS IN AOVANCE
HEFORE Y011 OIG,GRAUE,OR EXCAVATE
FpR THE MARKING OF UNOERGRDUN➢
MEMBER UTILIiIES
As Constructed K��L-�'A
S. FRONTA�
No ae.�=,o�=: cEr
Revised: Designer. JEB
�etailer. MCW
Void:
Sheat Su6set:
NOTES
Su6set Sheets: � Sheet Numbar 3
Town of Vail - General Notes
1. Obtoin a Public Way permil fmm tFe Town af Vail Deparfinenl of Public Worka,(9]0)4)9-2158. Oblain oll req ired bu�ld�ng permi[s
through the Town af Vail Depar[ment of Community Oevelopment,]5 S Frontage Road,Vail,CO,8165].
2. AIl cantractars sM1all be licensetl to perfarm work witM1in[M1e Tovn o(Vail. Ob:ain anE OeY for contraclor's license at Ne Town.of Voil
Department of Community Development,]5 S.Frontoge Road,Vail,CO Btfi57.
3. The contra:tor sholl obtain all necessary slantlards,speciiicatims,permils,bands,etc.from all opplicabla agencies priar to
commencamenl o!conzYrvction.
me pu�iic ontl Ne Tawn ol Vail wili have[h_�iqM1t occupy fne puEiic Right of Way ane otljocenf fatlii[ies Ouring tne entire periatl ot
constructian. Perform site work operotions to minimize conilicls and la fociliiote use of the premises and canduct a!normol operotions.
5, AIl moteriols.xarkmonship.ond c nstructian af oubfc improvements sFall meet a ceed tha standords and sFecifcatians set farth in
the Town oi Vail Cotle,Development Stanaares Hontlbook,Cons�ructian Delails antl applicoble state and federal regulatians.Where there is
onflict between these plons antl lhe specificalions,o opplicable slandards,tM1e mosl restrictive stantlarE sM1all opply.AIl work sM1all be
nspe<ted and opproved by the Tawn af Voil.
6. AIl references lo any publisM1ed s�antlortls sM1011 refer to the latest revision of soitl stantlard,unless specificolly stated otM1erwise.
J. The e wno nas p ored these plans,by e.eculion antl/or ual Mereaf,daes Fereby affrm re nsibility lo lhe Tawn of Vail.a
beneficiary o'fesaitl enyineer'swork,for ony error;and am antainetl in these pbns.and appravalsai Uese plons by the Town of Voil
Engincrr 3Fal�nal rclicvc tFc cnginecr wFo ho�prcporcd fFS��e plan�o oll such responsibility.FurtFer,to the eutent permitteE by low,tFe
engineer Fereby aqrees to hold ho�mless and indemnify the Town of Vol,ond ils officers ond employees,from ontl against all liobilities antl
damages vR�ICM1 moy arise(rom ony negllgenl errors antl omisslons contolnetl in these plons.
8. All sanilary s stcrm s and wa[er I'ne c nslruclion,a wdl as power antl olM1er"tlry"utility insfalla[ions,�all conform to the
locol ulility entities:�ia�ee�es anE rspecifications curren[a[lM1e tlate of npprn�nl of iFe pinns hy tFr Tnwn nf Vnil.
9. Thc typc,s q location and n mbcr o!all knawn undcrgraund�tililics o opproximotc wM1en s n the d�aw�nqs.I[s II be lFe
responsibility olzthe cantroctar touverify the existence ond locafion of oll undergrcund�lilities olang the route ef tFe work before
vu�nrnencing new canstruclion.ihe conUactar shall be respansible for unknown untlergrountl ulilities. '
10. These drawings represent only lhe approximate loca[ion of utilities and a e included only for lhe co af tFe co tractar.
Contractar shall be responsihle far larotinq all ulilities,pipe.ontl struc[ures.rCOnkact uliity notificatinn nc Cnt f.nlnrnein(ftMl)-9»-14A]
ta:ocote�ntlergrountl facilities. Contoct Town of Voil br odditianai locates(9]O)4]9-2158. Conta<t EogIePR'rver Wate�and Sonitatian
pislrict Por aaal[lanai io s(s]o)-n)6-J4so ex[.114. U[i�ity iocates[ e performen at ieast>2 n s pno�to any c nsVUCtion
act'nity. Conhacfar s:iall�e e tFO:work prelarmed in Ne proximity to ulilities shall be accarding Fo�lhe requiremenis af ihe
requiremenis of Uese agenc esr ihe contractor shall nofify the o representative of ony existing ulililias which moy interfere wilh lhe
propoceA wnrk p r to emctnir.tion_ iha.rvntroclor shnll re�nir al�e.rislin9 utilitiec to remoin whicF are tlomageA tlur�ng c nstruclion at no
maua�oi<a:c co me ow�e�.
11.The controctor shall coardinate and coaperote with the Town ol Voil,ond ali utility companies inrolveA,a ring tho[lFe work is
mplis ieJ� u li�� y fua und w�IM1 u ���s upl�o n P-�e o�itrucl��aliull Le i W iaibla for conlacling, �ativance,
oll�parties affecleE byeany tlisruption af ony utili[y serv�ce as well oselhe utilily c mponies.
12.A Stale Construction pewaterinq Wostewater Oischorqe Permil is repuired iF tlewaterinq is repuired in arder to facilitate ronslruction or if
ony woter is dischorgetl inta o starm sewer,chonne'.,irrigotion ditch ar any waters of the Unitetl States,
13.ihe conlractor sM1011 abmit for opprovai ontl comply wilM1 all terms ond conditions of the Colorado Permit for Storm Woter Dischorge
(Contocl Coloroda Department o�Health,Woler puolity Canlrol Divisian,at(303)692-3590),fM1e Storm Wuler Mu��uyeme�il Plui�,u�iJ llie
Erasion Control Plon.
14.The Canlroctor shall p ovide and mainlain o aved er ond sediment control"best monagemenL O�actices"(BM1�)br lhe Drokct
durotion.C nlractor sMall inspecl BMP's weekly und after every precipitation erent CanfrocFor sholl docunent inspection and make reports
voilable u e�t.Accumuloted setliment ontl Eebrie sFall ba re vetl frwn a bmp w n tFe�ed�ment Icvcl r achca o c holf lFe bmp
heights orPOt onyutime thot the bmp func[ional�ly is adversely impacled.All necessory main�enance antl repair sM1011 be campleted wi[hin 46
I�our�af icen[ifcotio,unless olM1erwise ogreetl upan.
I5.ihe Town o�Vail sholl nat De responsible f�[M1e m mlenance of slorm tlrainoge tocili[ies lacafetl on pnvote property.Mointenance of
on sile drainoge fociiilies sholi be Na responsibility of Ihe orivote owners.
16_TM1e Town of Voil sholl not be responsible(or ony domage o injuries sistoined o sWt nf lhe c nstruction of Nis projecl as a
result of grounOwater seepa9e.whelher resulting from groundwaler ilootling,slrucNrol tlomuge or olher damage.
1�.The Conirocbr sholl be respansible for in rinq tFOI n mud or Eebris shall be tracked onto the ex'sting public slreet system.Mud ontl
tle0ris mus[be r vetl wi[hin 24 M1ours by o approprute mecM1anical metM1OO(i.e mocM1�ne Droom s eep,ligh[tluty tront-entl looder,elc.)
or as ap0�oved bymthe Tawn o(Vail construction insoectar.
18.The Con�raclor s nolify tM1e iown ol Vail Canslructi�Inspeclor(9J0-A�9-2198)J2 M1 s prior to tM1e star[of any c nstruetion. If
work is suspended for�any period o!time after Initial slart-up,the contractor sholl notify the Town of Voil of re n for suspension antl
estlmaietl lime of uspenz�an. Cantractar sM1011 not�fy qe iown af Vai]2 M1ou s priv fa�esfo�l of canstruction.
19.The Conlrac[or shall nolify lhe Town o(Vail Environmenlal HealfM1 Inspeclo�(9]0-4]9-2333)ot leasl 2 working tlays prior to tM1e slart
af ony eartM1 disl�rbing activily.or construction an ony and all public imDrovements.
20.The Owner s il be responsible(a obtalning anE submi[ting to tM1e T oF Vail Conslruclion Inspectar m al tests in cardonce mith
the applicable stantlortls ond specificolions for all work wilhin the Public Right-of-tlby. If IM1e finol soils/povement tlesign report does not
espanJ willi llie re�ulls uf tM1e urlyinol yeole�linival reparl,tM1e Owne�sl�ull�e re nyiLle!or a e-design of lM1e abjecl pavement
ection All finol soils/pw ent tlesign reparts shcii be preparetl by a licensed Professional Enginea.Tha fnol report shal be submiited to
the Town of Voil ConsFruclion Inspectar prior Fo plocemenl of base and asOhult.
21.Prior to plocemen;of H.B.P.or ncrele witM1in[M1e puElic RigM1t of Way a echanical"proof roll'will be�equireA. The entire subgrotle
and/or base moleriol sholl be�olledCwitM1 a avily IoadeE v ving m single o weigM1[o ot leas�IB,00�Ibs. Any
subgrade/bas ectian x��ibiting e ssive pumping or deformolon s tleter ned by lhe c nsWction inspe�lor shall be or'.�ed.replacetl
or maiified ta form o no,�-yieltling surfa<e. The Town af Vail Cans[ruction n'speclor shull bx notified 24 hours prior b a Wproof roll".
ALPINE Camputer File Information
- --= Creaiion Oate: Ot/15/09 Iniliols:MCW �
Lasl IAodification�ate: X%XXX Iniliols:JEB �
ENGINEERING INC. Fun Poth: p; TOV05007 DWC CDOi CDOT-NTP\ O
. a�o g�sa��`yy€�F€'�^�5K B$6 3390 - Uraw�n Fiie Name: Nmes.aw O
P:\TOV050011dwg\CDOTC�OT-NTPW OTES.tlwg,4/15/207U 1031:02 AM,babcock
22.The Conlroc[or shall furnish elec[ronic anE Fard copy reproducible As-Built recortl drowings sFOwing M1arizontal ond verticol lacotions ond
elewtions o!concFrucfed improvements inclutling a��ulilities.ond drainage oppurtences priar lo acceptonce of lhe prajecl.
23.ll� onlru�lo�sholl. o(T4)o �slolled public storm s r ta f I poNng ond/o olFCr fmol aurfocc[rcotmrnt�
are comple[ed. A copy af theaWdeo loping Ishall be proviEeO[o Ue Town a�f�VOil��for review ond approval antl record keeping.
24.The Contraclor sholl be resDOnsble for all aspecls of sofety-including,but not limited to,excavation,trenching,shcring,lroffc con[roi,
and security.Refer to OSHA Publicotian 2226,Ex<avoting and Trenching.
25.The Contractor sholl submit ond have approved o Construclian iroffc Cen[rol Plon,in cardonce wilh the MUTC�(MOnual of Uniform
c Can I Devlces),l�Ifie iuw of Voil CanaUuctlo n�pector,prfor la uny c r.strvcfloL actfvilfe n�tFin ectinq,lM1e
Righft-of-Way.The controctor sF011 be responsible(or provitling any and all t�affic<an[rol tlevices as moy be equiretl by lM1e canstruclion
activities.
26.The Contractor fioll submit to the Tawn of Vail Cans:ruc`,ion Inspector and gain approvol!ar a canstruction staging pion,schetlule ond
phasing plan priw ta the start of construclion.
2].Consbuclion sitea and�laging o u�f bc fcnccd ond mainlained in ondition ot oll lime�.Kecp(e c�ng anE� unEing
s cleor of FrasM1 and debr'is.AnyrconsWCF'bn debris ar mud tlroppetl inlo monho�es,pipes,.or tra<ketl onio exisling roadways�sFall be
vetl-immeGiately by<anlractor.Conlraclor s repair any e wtians or povement follures c setl by c nstr��ctlon wl[�in ar In tM1e
nity of the limits of construction.The controctorl shall be respansible far damoge dux la constr�uction at n additional cos[s to a
The contractor shall re e all sed'enent,mud,antl c nstrucl'ion debris[hat may occ�mulale in the Flow Ilnes�priwte property.antl public
rights o(wnyc oi tM1e town re ult of;his consUUCtian projec[.Removal shall be canEUCted wiihin 48 M1ours.Retum oll cons[ruction
staqir,g siles to their originalswntlitian upon comple�ien of the constructian project.
28.Oim nsio s for layaut ond c nstruction are not to be scoled from any drowing.If pertinent dimensians are not shown.contoct[he
Designerefor clari(ico:ion,an0 annotate lhe Eimensian on tFe os-buill recortl tlruwings.
29.The Conlractor ahall hove,onsite ot all times,o e(I)signed copy af lhe oppraved plons,one(I)<opy of[Fe appropriote stontlartls
antl specifico[ions,antl a copy of any Oermits ond extension aqreemenls needeE for tM1e lob.
30.If,Ewing tha c natr�ctian p anditions a untered wm�n could indicote a siluation that is not ident�fed�n the plons or
specilicat�ons,lM1e on[roclor shall�canlact the Owner the Oesign Engineer ond the Town o(Voil Construefian Inspectar inmetlial�ly.
31.The oesigner shdl provide,in this iocatian on the plon,the lacatlon ontl tle=crip[ion of the neorest survey benchmorks
�or Ihe proJecl as well os tM1e hasis o(bearin95.Ihe inlarmotion sM1all be as lollows.
PROJECT 9ENCHMARK PLS CONiROL POINi"SPRAO�LE"ELEVATION=B28].82'
PP.OJECT OANM SCALE FACTOR:1.00�41186
Bnsis of bearing�colorodo centrpl x e(hnrn)npd 1983/92 nnd town of vnil nnpping project october 1996 stntions
sprpdtlle n 16fi0652.6]t e 2J53950.]9�antl wootlmun n 1652148.916 e 2J2]065.360,sprutldle ta noadmun bears
s]2'26'S3'w.
32.Locale,protect.ond maintoin bench marks,monuments,conlrol points ond project engineering reference poin[s. ReestablisM1 tlisturbetl
o.desf.oyed�te.�.s ot Controclor's e.pense.
.The Cu�iLuvW� �ull Le e�po���ible rcplac e��t a uny e Isl�ng�noler s tiiot a e domogeJ Ouring c ns[rvctian wifFin tM1e limits of
construcFion or in tFe vicmily of the limits of construclion,at no adtlitional cos!lo the Owner.
34.WTen xistina sphalf slreet must be cut,the street must be reslared lo a onEitian eQUal to or better than its original canditlan.
PotcM1ing sM1011ebe done in cwdance witM1 the Town af Voil Street Repair Stontlartls.iTe seoms of the aspFalt polches sFali be infrared
i�nlPac nMe.rxicP incM1UCteA by the.Town of Vnil Fnqineer.
35.Upon c mpletion of c nstruction,tFe sile sha�l be cleaned and reslared to o condition aquai to,ar balter tM1on,lF'al wM1icF a.�sletl
befare canstruction,or lo the grodes and conditian as required by lhese plans.
36.Standortl Hantlicap romps o e lo be c nstructed at oll curb ret�rns as identified on these plons. ihe construction of these M1antlicap
romps sholl be in accortlan[e to PUA current stantlarGS.
3].Pfte�acceptance by the Town af Vail,public improvemenls dspicted in these plans shal be guaranteetl to be lrex from materiol ontl
workmonsM1�p defects far o min�mum periotl of two yeors`rom tFe tlate o!o eptonce.
]B.The Conhoc�o�sF011 be salely onE complelely responsible for tFe conEitions al and adjacenl to lF_jab site,inclutling sofetl o
and property Euring perlormonce of the wark. The cantrnctor shall proritle IigM1ls,signs,barzicades,flogmen,o other devices n sa�ry[a9
provitle(or publlc saPe[y,peaeslrlon antl veh�cular access as neeaetl. Thls requhement sM1O�I opp�y canfinuo�slyrantl na[be limi[etlelo normol
working hou�s.
39_The Cnnlmclnr xFnll nnt willfully p eed witM1 c nstrurlinn nc Aesi�neA wFen it is nhNcus iFol p usly unknown ohstructiws ond/or
gratle tli(ferences exis[thol moy noF M1ave been known Euring tlesiqn. Such conditions sholl be immetliately hrought lo Ue attentian af tM1e
repreaentat�ve for tlecision The ont�ncta aFall o sume full rcspansibility for all neces ory r visians and repai s due lo failu�e ta
qve�such notificalion ot no oddilianal cost lo lhe Owner.3
40.At the entl of eacM1 woA�ing day,the Contractor sholl be responsibie for co ecting the axisling storm drainage pipes ta lhe newly
InstalleE stortn tlrainage system. All Eroinage systems within the construction limits sholl Le malntaineC by the Contractar for the entire
tluro[ion of tlie c nsiructian projecl. iM1e rontractor sM1aO he responsihle to maintain all tlrainage witM1in the consVUC[ion sife and atfsite
drainage which is�tlirecUy aifecled by canstruction.
41.i e Controclor sF011 be responsible for mointaining tM1e operatian oF the existing iown slreet lights wilhin the prajecl limits. The
controctcr niuy v�rJn la���porury skreek liqhtinq opyravnJ by iown a(Vail,nlien existing sUee�IlgM1ts are removetl.
a2.Tne Convo<IOr s ii De responsibie for mom[ai ing tne aperotian of exis[ing ioxn irriga[an iines within the project lenits uniess
otherwise opp�avetl by tM1e iown of Va��.
43.The f.on�raclor sF I�main�ain�r:e:e.s to fira An�nrtme.n�hyrlrnnlc nnA mnner:ticnc sMnll be mnininined tM1roughout canslruclion unless
otM1erwise approved by[he Town of VoilGFire Deportma�[.
As Constructed S
>Revisians: GEN
Designer: JEB
Detuiler: MCW
_--_ ---�
F���,���
SUMMARY OF APPROXIMATE QUANTITIES
INDEX CONTRACT BASE BID PROJECT TOTALS �IFF. %
ITEM NO. CONTRACT ITEM UNI7 + PLAN
PIAN AS CONST. PLW AS CONST. PIPN 0.5 CONSi. PIAN AS CON51.
� 202 MILL E%ISITNG ASPHALT � SY D36
208 EROSION LOG ASSEAI6LY EA 7
208 DRAINAGE INLET PROTECTION EA 5
210 RESEf MANHOLE RIM/VALVE BOX EA 3
304 AGGREGATE BASE COURSE(CLA55 6) TON 697
4�3 HOT BITUMINOIJS PAVEMENT (GRADE SX) TON 641
412 CONCRETE PAVEMENT— SIDEWALK (6°) SF 433D
603 24"REINFORCED CONCREfE PIPE LF 464
604 CONCRETE INLET(C WLET) EA 1
604 CONCRETE INLET (3'X3�) WITH 2'X3' CURB INLET GRATE Eq 3
608 CONCRETE CURB RAMP(6 INCH) EA q
609 CURB AND GUTTER TYPE II. SECTION II—B CATCH LF 538
614 SIGN PANEL � �EA 13
614 SIGN POST— 4"X 4°CEDAR P057 �4 8
fi26 MOBILIZATION LS 1
627 EPDXY PAVEAdENT MARKING LS 1
627 PREFORMED PLASTIC PAVEMENf MARKING - � �
630 CONSTRUCTION TRAFFIC CONTROL LS 7
700 FIELD STAKING LS 1
210 RESET SIGN POST EA 5
202 REMOVE SIGN POST EA 3
ALPI IV E
ENGINtERING INC.
•°2ow°YB'o"�'�o�oA:roo'e`�aaz°°`"•
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- � Lasl Modflicalion Date: XX%x% In117a1�
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\ TOPOGRAPHIC INFORMATION ROVIaED � �� �
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S. FRONTAGE RD IMPRC
No Re��s�a�g: EXISTING CONDII
Ravrsed: �eslgner. JEB Strudur
Detaller: MCW Numhers
vo�a: sneei s�esec: s�n�t sneet�:
Sheet Number 7
0
__�_.
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LEGEND \ �� F �� �.�"- /'
i S� i i
� r,�k�Hr��HtE s_ �—�\ �� �� �\ \� R�i'i �� �,-�
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. � smErr ucx� 2p � J/ � / t /.--�.
'', -.- Vi�xirN��r \�� \\ \`/I\\\\ i� ���iS �_/-'/ ^ L� �
��I Q concACre wnu; ^� � ��` �� //� i� ! PROPOSED�1���
i 1€F�'�RN LAyE.
(�GIXL�D eaumea w.u� \� �\/\ �--� �/�� i e�" � ,�-,-' �
coce cr nsrxa�. L � \ THIS fyREA`�APPROXIMA�E � �/
___= cuxennocr,cx � �� � � � LIMITS S4�iowN) WILL�.R�QUI�E�" � � .
\ � � \ � A lEV€LING COURSE OF �� �� =�,
-___ eaxo�er u \ � � �� `_ \ �,S�HALT PRIOFi Ffr BVERtAY�- -- " �-
� �Sb ZSVERLAY`MLL MATCH �
cav*oua aeaaosEn ^ ` \ � / / � _ _.
\
, � � � -� � \ PROPOSED FiNISH GRADFrj ' �i�
� \\ � // �//�/_J , \�\ �/ ���_� _
/ �._
�^
// \\ � \\ i%ii� `"/' // \ �_ / _ - �� ��,�
0`� � � , ' I \\ /,i� /� �� - �..�
-� �� i PROPOSED i �_ �T
_ � -`.� �� r.___� . .� \_�'i�i PAW TED ME�y4N� �" � ._ -�����. _" �
_ 1 � —i_---_---°—�� i i� / l- � _. �,
/ ��(RIGIJ-.T-OFW{ip--�'�_ _ _ � �� _/4'P�kVED SHOU�LDER ��� �'� / ���� ��,�� ��,���� .��
�-_ � I + ,- __ P/R9POSE6 OVERL.F�Y ON �'""`- �_ -
�'��CONN CT TO EXISTING _---� ,.�"EXISTING ASPHALT(SEE � �/ �.� �.. � -.'�--'-`'",_„_ ��
4 � ( EXISTING EDGE OF ASPHALT�-� �i�-� �'" -"
ADWAY ASPHALT \ � PAVMG PLAN &MILLING PLAN) / " _, � _ ;
—�.�.
�� STA 0+15 { �` MILL TKtS-.AR�EA TO 4"�E�T��-� i�'�� --- �' �� �� � ��
'--'�-�-/SEE MILLWG PLAN �- --- --'f' .=� - ± � l
_ \ � (APPROXIMAiE-61MIT5 SFY6`�'N)PROVIDE _._ __ - _ --������'�- i��,...�
'� _ �—�.._��'�-����
�= � ASPHAtTLE�/EL-ING�BNF�SE�Ai�unLn-us � —————— " � -
- \� ARF� PRIOR TO aV€BLAY s9,QVERLA7 j2p--_� _��.----� - -�� ���
1�-'-'�� W1,LL MATCH PROPOSED'FINISH�Rk6E- , �-� - -_ _ _
i � � �� �rv "T '
� �._g --° �. ....:.,.J..=. .... . _.. - �9� ._
�_-
� _- -. ..- . ..., -
� �� - . �-�- __ � ._,....._ . '- _-
.' _.-.._-,_._.�..�r��_.. - .. ..: ._�_:� _ _ _ _ _ i .
_--sete--� EXIS77NG - .. .-_ :�.f- ._ -:�:-a �.�. .. - _
.
�' - FRON7A SOUTH ,- ._.. _._ .=f. ,_'- _�... � � ' � \
��OAD ;�.::�. --. " " -_;,., �"Y "M i
_ _ - a-� - .� � :�
�'_-
__. -' _ -"`- ,� ,"" �" _ � � �
D+0 - _ -�- -"n- ° ° -�.-� -�__: _� = __- _. °'__ i / ,8�3 �
0 �.� __� _ .
PROPOSED TYPE 76
RAMP WITH TRUNCATED
LME SURFACING. INSTALL
ANSIOA�JOINTS BETWEEN \
RAMP AND WALK
\
1 �
� �
� - ����
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TIE INTC�I Li_IN-C�
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ALPI N E
ENGINtERING iNC.
. 9�`��8�.9�s.,�o£ow°r°a.>;g.�,3s�y.
ii /
�� i
�� � �� ��
i / � �
/ � ��
AND
� HO`M"i �ON�RE- PATH CHANGES TO�g1�" f
�� �� EA R . PROVIDE EXPANSlO�
� -x� . ' Ti BETWEEN BROF�OS � �
� �-` / .,1,�-'�\WMELTED GO�RETE PAT �
� � _ _ � _ _ _ /� , -_-r AND PAVER BAND
�� _ _ �- � �� . . _^` �
— Y —� _— � -- �
� �- . � PROPOSED ASPHAL�"'� \
' / //�:� • ''_� /�i' \\
/ ' PRO 8-2:5' \
I � � �-'/ �niett ea& '',��� ��
� i J �./ /� ' ��' (SECGI� CATCH i��� I\I��°�/�I\L��N \\
\
i �/��� .�� �---' ,,-'� ��SI��NC�S �
i � � � ,r�' _- _-�
`�� � / � /-` /�'' SEE MILLING AND PAVING PLANS
FOR MORE DETAILED ASPHALT
//I � j �/�/ � /'--J PAVING REOUIREMENTS
�� ' / � =`i J/
/ � ,/
Full Palh:
Mad Ver.2006 Scolr. n.Ls
P:\TOVO5001\tlwg\CDOTCDOT-NTP\ROAD PLAN.tlwg,4l15/2010 10:39:43 AM,babcock
Inilials:MCW
��
= 0�
As Constructed
No Revisions:
Revised:
Void:
SCALE : 1'=30'
RITZ—CARLTON RESIDENCES
S. FRONTAGE RD IMPROVEMENTS
Deslgner: JEB
Dafuiler: MCW
Sheet Numher 9
LEGEND �� � � -
� E��E��� `� i � � ��
� oEC�ouous mEC �� � �RtSPO ED OVER�AY ON EXISSING
O smccr uc*. \ � � ASPI ALT(SEE PAVING PLAN &/"
o � , MILLING P�N)
� va�c � / �
� i ��( �
O ��E�wp�k- \� � � � PROPOSED ROADWAY�I'RIPING ✓
�eoumQe wRU � I I / � � �S.EE SIGNAGf PLAN)
Eo�o .sP�a�r � � i i / / Q � —� — �/
____= cuxsauow.rza �� ( 'I ,/� � �PAItJd�PED1AN � !
__ � / / � /
---- , � /� r � / � '�-
cox,aire PreoPaseo , /j �, PROPOSED 7'yY I�C� -7 ��
/ ' I I / GRAVEL�SHOfiLDER �� - ---
� �yP��i��"//�XI�IPIIG ED,6E�OF i�� ��� —.���--�
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� \ �GN A �� �_,/ � i � � / -���=-�= � :
,� �
� � R//i� i� PROPO� �/ �r - �� �. '
� � //�/� /4�'PAVED.5H0lJL�ER � /-�� ,---. �-e::-� � -�' -
i
� � i
/�/S� / // i// % �r�� �,,.._� .°� �_-1g�
�— _� .. — � =�,��-� ,.-,�-. ,��
�i��/�l /� \ PROPOSED�Y1�� � �- =�'a�� ��� i �I �I �
/ i � J,.€F�TGRN LAyE. _ "�_" �..
/ � c i ( � 5..�.> /
�h���THIS qREA"FAePROXiMATE�� ��/ ��'��'�- �.�"� �/
N
r ) �
�
� �
`_ CONNECT TO EXISTiyG /
�cOADWAY ASPHALT sta 6t80
(SE�REMOVAL&DEMO�LAN) — ��_s——°———'
�— � �
/ � 7+00 �
$ � \
� ��� �;.�-- ��� � �
�.���--�-= � ����R ___----
'"� � �-' �,.�
�= - � �s
� a%N.�•,O /// — _i �
✓� � MACH PROPOSE� ASPHALT,
� ��� SHOULDER AIJQ STRIPING INTO
/ EXISTING ROADWAY(TYP,)
J � �GRA�VELE�SHOU D'ER �
� �� / j ' �
�PROPD�S,EC3ROADWA/ i \
sTR��NG (SEE �/��
�CNAGE PLA��)�
�
� LI TS 5 OWN)WILL�REQU� � --� � '�-
% � � "� - � � " � � s
� =�� �
� A LEV€LMG COURSE OF+ !.� ,� "�`--��_—� �.�,�. �.t Y /�I � / .
�SF�HALT PRIOR-T8 BVERtk7 —— �: � /.�
�� � �S�6 a/ER�Y WILL MATCH �� .�_.. // / /
—� \ PROPOSED FtNISH GRADE,i j� � �s'�`� / i——.._.�
� � �"—a�- .�"'��=-_.__- / i /
—l J \ � �."_�Cs'�.., � �,,`�--`�y', ,�� / / / � / / /PROPOSED 6'
J � � ._��5��"{'j�+ �� � I i �/ / / // � / PAVED SHOULDER
/ \ � �-�- �� " �� � I � � � � �
�� �/ - - i� �� /� � /�
_-i�_ _ _ � =
� " '� �' �._ � - //� � / d�� �( PROPO$ED AS ALT
� � / `° - �-- � '� � /� �$,DE�P � �
� ' i �..- _ _�
- »
i �8 _
/�/ / / �',TRUNCqSEtiD�.�
r�� �--� �� -' URFACMG. INST�
/ / � EXPArySI0P4 dBl
/ y% . T77EEN CONC �
.."'.- / � AND PAV
ON�{2E�� PATH CHANGES TO a1a�� �.��
l;�Aj±�� . PROVIDE EXPANSlOPY
- 6f�JABETW`cEN PfiOF05 �-� CONC
�\WMELTED C6�RETE PAT
o AND PAVER BAND
ALPI N E Com�
— — Creation Dote:1
— ° Wsl IAoAiF�tolror
ENGINEERING INC. Ful Poth:
a�w a,�� Drowin F8e Na�
•���'�-"" - `�•"'-390 • Acod Ver.2006
P:\TOV05001\tlwg\CDOTICDOT-M�PVROAD PLAN.tlwg,4/152010 10:41:71 AM,babcock
� � / R�GN � /
� � � / ��END CURB &CU7TE } �/ �°
� � /�/ / TAPER CURB�AO ftOM V A I� eJ P A
' y � 6"TO FLAT�OVF� 3 LF. �p
� , / �� �
RHMOVG EXISTING ALT .�D�� �� /
\ , , (S�E MILLING PL� /Q't � �'^`° j /
—�� 1 �
\ �OVERaAY EXISTING �/ �� ' �/
� � Y� LIOIVaSHEAD CIRCLE. �
g \\ � \ �� ��/// /, �/
� �\\�\ � l r /
�� \ � � \� \' // /�/
� � \� \\ \ / '/
�` \
...�-. � \ \ � �//
�---.�°�-. ���� \ y//
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\� \ \ \� //�
\ \ \
\\ \ � � \\ ` �
� \ � � �
�tion Sheet Revisions As Constructed RIT
ioa�ms:MCw � � MP SUBMIRAL oz/is/io S. FR
Inlllols;JE6 O 2 MP SUBYITTAL 03 8/10 No Revisions:
'CD07-NTP 0 3 NiP SUBAIITTAL 04/IS/10 R • d. Designer:
Rood Plan.dw �
Seale: n.ts Untts:Enalish O
Void:
/
ILLING AN�PAVING PLANS
FO MORE OETAILED ASPHALT
PAVING RE�UIREMENTS
ALL ASPHAIT PATCHS SHAL
BE MFRARED ALONC THE T,
IF NO OVERLAY IS R IRED
ROAD PLAN
�
SCALE : 1'=30'
Sheel Num6er 70
P:\TOV05001\tlwg\CDOTICDOT-NTP\PROPILES.dwg,4/15/2010 7 0:42:42 AM,babcock
SOUTH FRONTAGE ROAD
STATION 2+00
R.O.W. WI�TH FOR FROI�TAGE ROAD VARIES
4' 12' 16' 12'
W PAVED LANE PAINiED LANE
Z HOULDE MEDIAN
J
�
O
�
1' GRAVEL 2
SHOULD� 5�P O�R�
4.3%
�
EXIS7ING EXISTING SOUTH FRONTAGE ROAD
DITCN
11" ABC(CIASS 6)
SOUTH FRONTAGE ROAD
STATION 5+50
R.O.W. WIDTH FOR FRONTAGE ROAD VARIES
5•�
2.`J$
�
4' 12' VARIES 12' 6'
w AVE LANE PAINTED LANE PAVI
Z SHLDE MEDIAN SHOUI
�
w
� �
12' 2.5' 10'
LANE W�LK
1" ABC (CLASS 6)
1' GRAVEL
SHOULDER 2" OVERLAY � 5" HBP SHOULDER
� L ��� 1.1% f
` � � EXISTING
DITCH
EXISTING
DITCH
EXISTING SOUTH FRONTAGE ROAD ���� ABC (CLASS 6)
gLPINE Com uter File Informotion
= Creatlon�ate:O1/15/09 Inilials:MCW � 1
- Lasf Mod�lieal�an Dafe: %XxxX Iniliols:JEB O 2
CNGINEERING INC. Full Palh: p: TOVO5001 DWG CDOT CDOT-NTP O
AROCS.a„„E�E$aQg�*gg.e;$��a Orow FileNom 7 cal5ecnons.d 0
g.o 9:s-�3�., . ...<,,,-„90 - pcad Ver.2006 g Seale: n.ls 'Unils:English 0
P:\TOV05�01\tlwg\CDOTCDOT-NTP\fYPICAL SECTIONS.tlwg,4/15201010:46:21 AM,6abcock
SUBI�fITP1
TYPICAL SECTION NOTES
NOTES � The����o=�o�w���be requbed to Olace 4"of lopsofl
affer romplelian ol paving operation.
1.CDOTMUSTAPPROVETHEASPHAITMIXDESIGN � Breok ooinls in slapes and in bot[ams of dilches 9iall be
PRIOR TO CONSTRUCTION.THE PERMITTEE'S rounded during canstruction far o pleosing oppearance.
ENGINEER OF RECORO SHALL GOORDINATE
WITHTHECDOTPERMITUNITCONTACTPERSON O Vertical alignment conlrol points.
(970-6d3-6271)TO OBTAW APPROVAL.
z.Arrn��ocanoNSwneaeNewnsPHa�Tisro PAVEMENT DESIGN PARAMETERS
ABUT EXISTWG ASPHALT,SA�V CUT THE
EXISTING PAVEMENT 1 FOOT BACK FROW THE Stabfc:olron Dola
EXISTING EDGE AND REMOVE PAVEMENT.FROM
THE SAW CUT LINE,MILI EXISTINC�PAVEMENT
BACK 2 FEET TO A�EPTH OF 2 INCHES.TACK �es�gn life�yeors) 20 q
EXPOSE�VERTICAL ASPHALT EDGE PRIDRTO Reliobilily(9.) 959
PAVING.TI I[SAW CUTTING WILL NOT OC PAID Overoll Deviotion 0.45
FOR SEPARATELY,BUT SHALL BE WCLUDED IN
THE REMOVAL OF THE ASPHALT frEM. Ma psi 8,982
3.IF iHE 2"TIE-IN MILLING/SHEAR STEP IS LEFT Serviceobility Loss 2.0
UNPAVE�OVERNIGHT,ATEMPOR.4YR4MP ESALSFIex.Pave. 1,326,045
(FABRIC NNO HOTMIX OR MILLINGS)WILL BE
RCQUI2CD.
ASPHALT PAVEMENT SECTION {PROPOSED�
. I �r c�nss e enscecwesc
J_
x PRELIMINNRY PAVEMENT SECTIDN FOR f£V[EM'BT COOT
MATER[ALS�EPARTMEN�
AS Constructed KIIL°GAKLIVN Kt51UtNGl
5. FRONTAGE RD IMPROVEM
o Re����o��: TYPICAL SECTIONS
Sheet Num6er 72
--�
------------------------�--_--�`-''_
_ _ �` _ ___-_
- _ ---__ _ _ --- -
BEGIN MILLING AND
OVERLAY OF EXISTING�
ASPHALT PANNG
FROM STA 0+15 i0 6+80
0+�0�
\
�
l �
I � �
_ �
I � r
�
WORK �UTSIDE OF SOUTH 1
FRONT/�GE ROA� PER RIT
CON�RUCTION PLANS
/
�
/ �
, -- R2 .0� �'
i
/
I
/
/
MILL THIS AREA TO 4" DEPTH APPROXIMATE PROPOSED 7' WIDE
� GRAVEL SHOULDER
LIMITS SHOWN) PROVIDE ASPHALT LEVE�ING
COURSE WITHIN THIS AREA PRIOR TO \
OVERLAY SO OVERLAY WILL MATCH
PROPOSED FINISH GRADE
2° MILL AND OVERLAY OF I �
EXISTING ASPHALT
(SHADED LIMITS) — _.;�
- --=� - -
-� - __�.�__,.. - �
- - _ - = �
____- _. __ � ,
- �.�= - .� ,-
���. .� e ,
,�
-, . � ,- , ,
__ , ,�/��
�-�° °.-- - ` � � a
--- - —�� i�// w
W
2
� � �� ' �
— _,--���"r� � ' PROPOSED � w
— — ——,_ _ _ _ _ — —_ ASPFIALT N
- - 2" ASPHALT OVERLAY IS THE TOP
- - � EDGE OF EXISTING LIFT OF ASPHALT ON ALL THE
PROPOSED ASPHALT(TYPICAL) PROPOSED ASPHALT UNLESS NOTED
ASPHALT OTHERWISE ON THE DEMO PLAN
PROPOSED SAWED
CONTRACTION JOINT
(TYPICAL) �I���lr Fi�L��✓I�
����������
� !
� �
� /
�
�
ALP NE Com uter File Informotion
—�i Creation Dale:Oi/15/09 Inilials:AICW —
� = Losi IAodBeafon Dok: XXXXX Intfols:JEB O
� full Polh: p: 70V05001 DWG CDOT CDO7-NTP O
ENGINEERING INC. p,ew;,, File Nome: Pavm Plon.dw O
w�aYa�o'#E�� a�8�i
� - • Acad Vec 2006 Scolr. n.Ls Unils:English �
PITOVOSO011tlwg\C�O IICOOT-NTPIPAVING PLAN.dwq,4/15/201D 10:48:14 AM,babcock
aneet rcev�s�ons As Constrocted
NIP SUBMfITAL 02/12/10 S.
No Revlsions:
Revlsed: Designe
Delaller.
4oid: _. ..
SEE SIGNAGE AN�STRIPING PLAN
FOR MORE DETAILED PAVEMENT
MARKING INFORMATION
ITZ—CARLTON RESIDENCES
RONTAGE RO IMPROVEME�
PAVING PLAN
JEB StmcWr
MCW Num6ers
e[: Subset Sheets:
�
SCALE : 7'=20'
Sheet Number 13
\ /�
� �
� �
\ �/
� �
� �
//�
/
/
/ /
/ /
i�r'
� � i
i� \ �
i � �
�� \ \
�� \THIS AREA (APPROXIMATE LIMITS sia: a+oss�
� � 5 OWN) WILL REQUIRE A LEVELING OFFSET: 7.59 L
� OURSE OF ASPHALT PRIOR TO �
�� �OVER Y SO OVERLAY WILL MATCH
�i� � C PROPOSED FINISH GRADE -
� \\ \\ � _,_- � —
\ �\ _ _
\ ...�....R-_°:_._�. °��s��
�
W
_
�
N
, �
i
i
i
/ / /��
i / i �
i�// i�
� � EDGE OF EXISTING
��/ ASPHALT. SAWCUT NEAT
�' EDGE FOR CONNECTION
� /"�/�/ TO PROPOSED ASPHALT
(TYPICAL)
AL�NE Com uter File Inf<
�_ � Creation�ale:07/15/09
_ — Losl Modif olion�ale: X%%X%
ENGWEERING INC. Full Palh: p; TOVO5001 DWG�
g o 938 y�£�gop5�z5g•�q; Draw'n F'le Name:
- � ��e� . Aead Vec 2006 Scale: n.ts
P1TOV05001\tlwgSCDOIICOOT-NTPIPAVING PLAN.dwg,4/15l2010 10;49:55 AM,babcodc
INSTALL ASPHALT AS
REOUIRE� TO PROVIDE
4� SHOULDER
i
:J�B �
i
i
i _
i � � �
/i R45.0�
PROPOSED 4 '
f\ ASPHALT °
\CONCRETE PATH CHANGES i0 �
PAVERS. PROVIDE EXPANSION
JOINi BETWEEN PROPOSED �
SNOWMELTED CONCRETE PATH � ,.
AND PAVER BAND �
2" ASPHALT OVERLAY IS E TOP
LIFT OF ASPHALT ON ALL THE
PROPOSED ASPHALT UNLESS OTE[
OTHERWISE ON THE DEMO PL N
Initials:MCW _ 1 MP SUBAIfITAL
miFals:JEB O 2 NIP SUBAIfiTP1
CDOT-NTP O 3 NIP SUBNITTAL
Povino Plon.tlwa O
STA: 4+85.
OFFSET: 8.85
ASPHALT
� ~
�6.d=
N
w
w
\ N
PROPOSED 1'
GRAVEL SHOI
�EDGE OF EXISTING �
ASPHALT (TVPICAL� �
� /�
/ i
�R35.0' -� / �/Hg� J��
� b !
� �
WORK OUTSIDE OF SOUTH SEE SIGNAGE AND STRIPING PLAN
FOR MORE DETAILED PAVEMENT
FRQNTAGE ROAD PER RiTZ AAARKING INFORA7A710N
CONSTRUCTION PLANS
�
�
SCALE : 7'=20'
� BEGIN MILLING AND
... m . \ �/ PAVN�GG AOSPHALT
As Constructed
S.
No Revisions:
Ravised: Designe
Oelaller:
Void: ,,,.__,,
�
\
►
PAVING PLAN
Sheat Number 14
P:\TOV05001\tlwg\CDOTICDOT-NTP\PAVING PLAN.dwg,4/15/2010 10:50:48 AM,babcodc
z,..���
8110.00
��i��II�T
0+00 1+00
STA 2+00
�
3 3
O POINT CYP)
�
w 3
PROPOSEO I - °�
EOA W
� � 2.5R �
, � �x ——
8120� �
EXISTNG 18� UNE rvR� OPOSEO
GROUND °iqL�NE MEOIAN LANE SPHpLi
DATVX SLEV
EpSnNG—'m��ROPOSE�
EIEVATION EICVATON
o+oo i+ao
ALPIIdE Com uter File Informotion
m — Creation Dole:01/75/09 Initials:MCW �
- -- _ Lost A1oefYCatbn Dale: XX%XX Ini4ols:JEB O
CNGWCERWG INC. Full Pafh: p: TOV05007\DWG\CDOT CDD7-N7P O
°Pp�`o�@X.�o"S:s� e t°s�a Drawin File Name: Profiles.tlw O
9��93B-���3 . ��%92�-���� . Acad Vec 2006 Seole: n.t.s Units:English O
P:\TOV050011dwg1CDOTlC�OT-NTP\PROFILES.tlwg,4/15/2010 10:44:00 AM,babcock
�z�
DATUN&ZSV
9110.00
STA 1+00
STA 3+OD
CENTERLiNE
3 CONiROL �
PROP�SE� POINT(TYP)
EOA
�^ 4S
_ i ��� --I r�
12' I6' 12'
8120� GROUN� �B��
DATUd!d'L6V( sH I R
I�o�
ENISIING—�
ELEVAlION
0+00
fE'bZ]
¢
�-_
A5 Constructed KIIL—GAfiLIVN Kt_IIUtNGtS
S. FRONTAGE RO IMPROVEMENI
o Re��s�a�s: ROAD CROSS SECTIONS
SCALE :
HORIZ- 1"=40�
VERT- 1"=20'
Sheat Number 16
STA 4+00 (W. LIONSHEAD CIR INTX)
DATlJd!ELEV
8120.00
STA 6+00
�
CENTERLINE
CONTROL I
POINT(TYP)
PROPOSED '- g
EDA _ zj
0140
' EXISTING� 5�L0 uHE �qp �2 8 '
8,3� � �Ri
DATUN bZEV
BIPH.00
PROPOSED
NSPHRLi
OVE2LAx
EXISIING�m
EtEVAl10N \PROPOSEO
ELEVAI�ON
0+00 1+00
a,«
DATUd!6LEt
6tB6.O0
STA 5+00
O+OO 1+00
STA 7+00
� �
O �
� �
� __I _ _ _
_� __�_� i �__ i __
EXISTNG
GROUNO
DA17Idf ELEY
B1s0.00
EXiST�NG �
ELEV.(TVP)/��
ALPINE .,���� �,�, �„� ������������� ��,eG� R�
— = Creation Dole:01/75/09 Inilials:MCW � 1 NiP SOBMfITAL
— = Last IAodil'Kafon Dale: XXXXX Inffols:JEB 0
ENGINEERING INC. Full Palh: p: TOV05001 DWG\CDOT\CDO7-NTP O
'cb..ko"§:°� oA:ao Drowin Flle Name: Pmriec.aw �
�����g-��" . ��""'-"'� • Acad Ver.2006 Scole: �.Ls Unils:Engfsh �
P:\TOV05001\tlwg\CDOT1CI70T-NTP\PROFILES.dwg,4/15/2010 10:44:53 AM,babcock
1+00
As Constructed RITZ—CARLTON RESIDENCES
S. FRONTAGE RD IMPROYEMENT
No Re����o�s: ROAD CROSS SECTIONS
Revfsed: �espner. JEB Structur
Detalier. MCW Numbers
Voi� Sheet Subset: Subset Sheets:
SCALE :
HORIZ— 1"=40'
VERi— 1"=20'
Sheet Number 17
°ay,�\'``�--0@'r`.,�s^7-
�`��\�d'
0`�3^�
\ �
���,� J
G's`a� !
��u� �
�� ��a
�, 'Sr �
v� \��_
,� � �- ,,2� _ —
ALL PROPOSED CURB �\� � �°°� fi� / �� °`°�"
INLETS TD HAVE IBICYCLE 'en � �Q"�PROPO ED 3'XS'INLET xya �
FPoENDLY GRATES \\ � �� � fii J'���CURB GRATE � _-
/ � �gye(F�owuNe)_�iz7 aa,
g�.8 INV.IN'81A�__.�y� /
\/�� °���� JNV.OUT �,-gg
I '\\( � ��e��STING 78" � Tl _
/' e48i LULVERT��� =� % �SCALE . 7'=50'
F' �/" s�°/ �C /Cr -- /
�s-�a—��F�. 'r`'�''��ace—� /tV - - e'y/ /
=�e�~�E °t���e�g� PROPOSE�3'%3'INLET /� .N➢��� ����� � � \ /
�(� �'° PROPOSED 3'X3'WLET W/2�%3'CURB CRATE /� �fi�0 PROPOSED C-1
'C.j'� y0� W/2'%3'CURB GRATE PoM(FLOWLINE)=B72},35 i--�v g� WIiH CLOSE M��RATE
"�OOCA�F�t�_g����]5 INV.M(24")_��5� " j AT,R11A=8129jY
ae.,,.od�� Tl.IN�'-8'7Yd:TA*-`�'u� INV.0�,���94�3 �.- -.. . E45 ./� INV.OUT�8126.09 ���,
_ /. � iNV.our=aiia.49 �°��`x .. "` �.. •.�: . - `.�� . ' i
' 5 �
.__ `v�.�.x�
/ �4 y
�
�
m 1
I o 4A �n
, � -
/ �y� �� � Pa�\ �� t
�
-_O V� O O
"o -
X�m II m w � W ii m� PRIOR TO CONSiqUCiION,
"� � m � W- o,�o"� au ununts sHOVm an
F a II O F _ o i� O x�n z p 1HI5 PROFlLE SNOULD BE
_�� • _J�jj Q\golj) FlEL�VERFIE�fORDEPTH
- _- ____ �3��a ANO LOCAl10N.
PROPOSED
PMONE FINISH[R OF
E%ISIING couninic.
�Ey�
O �
�;„ mm
MImw ��m
oF °"'"o
f
SOUTH FRONTAGE ROAD STORM PROFILE
ALPI IV E Com uter File Informotion Sheet
— = Creotion Dale:07/75/09 Initiols:MCW _ � Mp SUBMfI
— — Losl MoAificafion Dale: %X%XX Infl�als:JEB O
FNGWEERING INC. FuIlPalh: p; 70V05001 DWG CDOT C�OT—NTP O
a,o`q�;`�9»� . ...,,,,n90 . �rawin FBe Nume: o.a e.a 0
Acad Vec 2006 Smle: n.t.s Units:Engfsh O
P:\TOV050011dwg1CD011CDOT-N7P\DRAINAGE.dwg,4/15/2070 10:53:04 AM,babcock
�
euave ExisnNC �
" — ��z°cu�veRr i
� < . ' / �
\Po � —�� `\ �� �
, ��_ �=:_�� ' /�
�\ \ o �,9.\\ \ %,/-
r\ \\`._�\'k'� \�� " / /
\\�\��\
� � }/\f
. \\�\ �C �``\\t/�___�1 `�
\ °N\\NT\s ` _____/
R' �� �°\--- t
�' � ' ---
\� aN
' � �°"�\\� ° �.'
��� Q
'�_ , , °-���: _
O
��
-����
w�
a�o� ez�snnc
lEl£PHONE
L�0'NER AS
__ EQUiHE�
WALER
� PROFILE SCALE:
HORIZ— 1"=50'
- VERT— 1"=50'
dm0
�g>
_�p
As Constructed RITZ—CARLTON
S. FRONTAGE RD
Na R=���,o�s: DRAINAGE
Revised: Designer. JEB Struct�
Delailer; MCW Numbe
4oid:
Shcet Number 18
P1TOV05001\dwg1CDOTlCDOT-NTP\EROSION CONTROL.dwg,417 5/201 0 10:5521 AM,babcock
INSTALL
STA: 0+38.83
OFFSET: 43.57 R
RESET
EXISTING 7RAIL SIGNS\
ON TO TOV STANDARD
TRAIL MARKER PO5T5
�+QQ
�
STA: 0+23.96
OFGSET: 50.50 R
EXISIING STOP SIGN
RELOCATE
AND INSTALL STREET NAME
SIGNS PER TOV STANDARDS�
EXISIING NO PNRKING SIGN
� � } �
� � ��� PAIRIONCSf N�—
� � � `�`' ,� � i : a�dvE
7 � ,.' ��-..
�� exisnuc,��'sic -`�'
ON LIG O5T --
- TO REM.�' N
% - INSTALL_ �ESTRIAN
DIRECTION�SICN PER
� ' s� ��' TOV S7A Rq R�5 ON
� '�^` E%ISTING'-�.IT�POLE
% . I�� :�1"L
..-- h/ ��
�
��� ' ',+`,
�` .V� ��
`�.i�
ALPINE { Com uter File Informolior
Creatian Dnfe:01/15/09 Iniliah
� Losl IAoeifcofon Dale: XXXXX Ini4ol
ENGINEERWG INC. Full Pafh: p: 70V05001 DWG CDOT CDC
Aa��g�^�3�SOgq�$'�eg�� Drawin F'le Name: :
9J "" � Acad Ver.2006 Scolr. n.ts Un11s:
P:1TOV05007\tlwg\CDO fICDOT-NTP\SIGNAGE.dwg,4I75I2010 10:5720 AM,babcock
��
INSTALL R3–B,
ADVANCED
MiERSECTION LANE
CONTROL
�
ONLY
STA: 3+03.35
OFFSET: 30.31 L
EXIS7ING NO
PARKINC SIGN
�ITZ-CAR�ION
R�SI��NCES
ecw � � r�suaMRra�
JEB O s rrm sueurrra�
�NTP O E MP SUBMIfTAL
e.dw �
iolish �
EXISTING iftAIL SIGN
RELOCATE TO
LIGHT POST .
E%ISTNG INSTALL 8'XB'TRAIL ID
PEDESTRIAN POSi PER TOWN
CROSSING SIGN � STAN�AR�S
REMOVE\
� /-u�v=.Ta
L��J �.
�.R�i�CANE INSTALL R3-7R "��: /
M�$T 30"%30'
STA:2+22.06 !�~ �
TURN RIGHi OFFSET: 41.90 R � /
1. SPEEDLIMITISZSNOTESHFROFlTVEROADIN6DTH
ouzecnoNS.
2. INiOWY OC VAIL ALL SIGY POSTS TO BL 4"XJ'CLUAk POSi
TREATED AND STAINED,PER TOW'�I ST.4ND4ROS.
3. THE COh-CRACTOR SW1LL CONiACT CO0]'PRO1GCl'btluYAGER AND
ENG[NEER OF RECORD,AT LE.45TTW0\VEEKS PRIORTO
, SfHF fIIF.nSTRIPMf.THFPFRAiITTFF�I'II.I.RERFSPnNSIBL£FOR
ANY CORRECTIONS RCQ[11RED[IPON'=MAL MSPEC]'ION OC iE�
ACCESS.
; .f.� 4. [1NLESSArASPHALTOVERLAYISREQNREO,GRMDNGOF
S EXISiMGPAVEMENT�fARKINGSSHALLBEREQUI2EDBYCDOT.
- EPAVEWENTHIARKWGSSHALLBERE�[OVEDTOTHEEXI'EM
,\� o THEYN'ILLNOTBEVISIBLEUNDERDAYORNIGHS
„\ . \SANDINAh1ANNERTHATWILLNOTAFFECTTRAFFIC
„ ` �
;�r��, 5.\l�- T11�THETOV,SUPPLEh1ENTSTOPSIG�'WfTHASTOP
As Constructed KI I L—GA
S. FRONTA�
No Re�,s,a�s: SIGNAGE
RaYsed: Designer: JEB
Defaller. lACW
Void: Shee1 Su6set:
�
SCALE : 1'=
Pro
Sheet Number 20
EXIST7NG"NO PARKING"
SIGNAGE TO BE.
TO REMAIN
EXISTING TRAIL SIGN
RELOCATE TO
LIGHT POST
EXISTING WSTALL 8"%8"TRAIL I�
PEOESTRIAN POSL PER TOWN
CROSSING SIGN � STANDAR�S
REMOVE\ ,
0
LL R3-7R %
X 30' �
ALPINE
— — Cre
— � La
ENGINEERING WC. Ful
s>o`a�s'�3�3�°`. .<.aze-Saao . Drc
Ae�
P:\TOV05001\tlwglCDOIIC�OT-NTP151UNAGE.dwg,4I75I2010 10;58:36 AM,babcock
■
ONLY
INSTALL R3—e,�
ADVANCEO
INTERSECIION LANE
CONTROL
STA: 5+87.86
OFfSET: 23.96 L
EXISTING SIGNAGE
TO BE RELOCAIED
•EXISTING STOP SIGN OUTSIDE OF
R0.0CATE TRAVELLED WAY.
`STA: 4+37.99
OFFSET: 39.99 R
ANO INSTALL STREET NAME
SIGNS PER TOV SiANDARDS
sl ModNka4on Date: XXZxX
$rolp. n.f.5 Uni(S:
ICW � 1 MP SUBAIfITAL
JEB O 2 MP SUBAIfITAL
�NTP O 3 N7P SUBMITfAL
e.dw �
iplish 0
TCH INTO EXISTING
SOLID WHITE STRIPE
7+00..,,�r,N�
-CN INTO EX�ST�NG
SOLID WH�TE STRIPE
NOTES
/p� /� i. SPEED LIMIT IS 25 MPH ON SOUTH FRONTAGE ROA�IN BOTH
V/�I� ��(� ��Ff.TInNS_
2. Ifl TOIi'i l OF VAIL ALL SIGN POSiS i0 BE J"CY"CEDAR POST
TRGATED AW STAl1VED,PER TOWN STA�OA2D5.
}. TIIG CONTRACTOR SIIALL CONTACT COOT PROJLCT MANAGL2
A�D fNG1�F,F.R OF RF.0012IJ,ATLGAST I'WO WGEKS PRIOR TO
SCHf:�ULE�STRIPf�G.THE PER�7fI'1'GE�VILL HC RfSPONSBLE
FOR ANY CORREC"fIONS RHQUIRED IJI�ON FI�IAL ITISPECTION OF
THE ACCESS.
J. LI�LESS AN ASPNALI'(IYERLAY IS REQLIIRED,GRINDING OF
EXISTMG PAVE��IENT h1ARKINGS SHALL BE REQ[11RED BY CDOT.
THE PA V EMFNT Me\RKINGS SHALL BE REMOVED TO THE EXT2M
THAT THEY NILL NOT BE VISBLB ONDER DAY ORNIGHT
- CONDITIONSAN�M A MANNERTHAT WRL NOT AFPECT
Tlt?.�fIC�LOW.
�- 5. IF2EQUI2EDBYTHETOV,SUPPLEME`ITSTOPSIGNMTHASTOP
� LI.IE f+A[NTED ON THE PAVPM6NT.
As Constructed
No Revisions:
Ravlsed:
Yoid:
— I— —
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SCALE : 7'=30'
S. FRONTAGE RD IMPROVEMENTS
SIGNAGE & STRIPING PLAN
$I1b52�
Sheet Num6er 27
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P:1TOV050011tlwg1CDOTCOOT-NTPIPAVEMEN!MARKING.tlwg,411 5/201 0 11'.02:05 AM,babwck
P:1TOV05001\dwg\CDOIICDOT-NTPIPAVEMENT MARKING.tlwg,4f15l201011:03:03 AM,babcock
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P1TOV05001\tlwg\CDOIICDOT-NTP\UTILITY.tlwg,4I15/2010 11:00:16 AM,babcock
'�+�� / �°Lwc� TOPOGRAPHIC AND EXISTING UTILhTY �
INFORMATION PROVIDED BY PEAK `-
LAND CONSULTANTS & IS FOR (
� INFORMATIONAL PURPOSES ONLY.
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\ `�� , �-'� SCALE : 1"=50'
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I/15/09 Initials:MCW � 1 MP SUBIIfiTAL
Dole: xxxxx Initials:JEB O
�: 70V05001 DWG CDOT\CDOT-NTP O
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Scale: n.ts Unils:Enolish �
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VAIVE.CON1 ACTOR TO �
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GATE VALVE IOR TO
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As Constructed KIIL—GAKLIUIV ttt�iutrvcts Project No./Cc
S. FRONTAGE RD IMPROVEMENTS
No Re��s,o�s: UTILITY PLAN
Rev7sed: �esigner. JEB Stmetur
Delailer: MCW Numbers
Yoid: Sheet Subsat Subsel Sheets: Sheet Numher 24
---_�
P:\TOV05001\dtvg\CUOT\C�OT-NTP\TURNMG MOVEMENTS.dwg,4/15/2010 11:05:57 AM,babcock
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P:\TOV05001\dwg\CDOl1C00T-NTP\TURNING MOVEMENTS,dwg,4115I2010 9:4329 AM,babcock