HomeMy WebLinkAboutPACKET Transportation Advisory Board 2021-7-21
Transportation Advisory Board Agenda
Current Members: Belle Morris (03/31/23)
July 21, 2021 Lawrence Gamble (03/31/23) Gordon Slack (03/31/24)
12:00 PM – 2:00 PM Vacant (03/31/24) Tom Street (03/31/22)
Ann Finley (03/31/23) Linda Hanick (03/31/22)
VIRTUAL – Zoom Scott Moulton (03/31/22) Vacant (03/31/24)
The Transportation Advisory Board will participate in the meeting remotely due to the Declaration of
Emergency signed by Town Administrator Machalek on March 19, 2020 related to COVID-19 and provided
for with the adoption of Ordinance 04-20 on March 18, 2020
Options for the Public to Participate Remotely and Provide Public Input:
1. By Electronic Mail: Members of the public may provide public comment or comment on a specific
agenda item by sending an email to publicworks@estes.org. The email must be received by 5:00
p.m., Tuesday, July 20, 2021. All emails will be provided to the Transportation Advisory Board and
incorporated into the minutes.
2. By Telephone Message: Members of the public may provide public comment or comment on a
specific agenda item by calling (970) 577-3587. The calls must be received by 5:00 p.m., Tuesday,
July 20, 2021. All call-in information will be provided to the Transportation Advisory Board and
incorporated into the minutes.
3. No public attendance at this meeting.
PUBLIC PARTICIPATION DURING MEETING
Options for participation in the meeting will be available by call-in telephone option or online via Zoom
Webinar which will be moderated by the Transportation Advisory Board Chairperson.
CALL-IN (TELEPHONE OPTION):
Dial public participation phone number, Toll Free 833-548-0276
Enter the Meeting ID for the July 21, 2021 meeting 913 1736 3744 followed by the pound sign (#). The
meeting will be available beginning at 11:50 a.m. the day of the meeting. Please call into the meeting
prior to 12:00 p.m., if possible.
Request to Speak: For public comment, the Chairperson will ask attendees to indicate if they would like
to speak – phone participants will need to press *9 to “raise hand”. The Chairperson will be moderating
the Zoom session to ensure all participants have an opportunity to address the Transportation Advisory
Board. Once you are announced by phone please state your name and address for the record.
PUBLIC PARTICIPATION (ONLINE):
Individuals who wish to address the Board via virtual public participation can do so through Zoom
Webinar at https//zoom.us/w/91317363744 – Zoom Webinar ID: 913 1736 3744. Individuals
participating in the Zoom session should also watch the meeting through that site, and not via the
website, due to the streaming delay and possible audio interference.
Start Time: The Zoom Webinar will be available beginning at 11:50 a.m. on the day of the meeting.
Participants wanting to ensure their equipment setup is working should join prior to the start of the meeting
at 12:00 p.m.
Request to Speak: For public comments, the Chairperson will ask attendees to click the “Raise Hand” button
to indicate you would like to speak at that time. The Chairperson will moderate the Zoom session to ensure
all participants have an opportunity to address the Transportation Advisory Board.
• You will experience a short delay prior to re-connecting with the ability to speak.
• State your name and address for the record.
In order to participate, you must:
• Have an internet-enabled smartphone, laptop or computer.
o Using earphones with a microphone will greatly improve your audio experience.
• Join the Zoom Webinar.
o The link can be found above.
• Click “Participate Virtually in the Transportation Advisory Board Meeting”.
• DO NOT watch/stream the meeting via the website at the same time due to delays and possible
feedback issues.
Documents to Share: If individuals wish to present a document to the Transportation Advisory Board,
material must be emailed by Tuesday July 20, 2021 by 12:00 p.m. to the Public Works Office at
publicworks@estes.org.
AGENDA NEXT PAGE
AGENDA
Transportation Advisory Board
Wednesday, July 21, 2021
12:00 p.m.
12:00 – 12:05 Public Comment Chair Belle Morris
12:05 – 12:10 Approval of June Minutes Chair Belle Morris
12:10 – 12:55 Downtown Estes Loop 95% Plans Public Works Director Greg Muhonen
12:55 – 1:15 Graves Ave. 30% Design Documents Pavement Mgr. Ryan Barr
Engineering Mgr. David Hook
1:15 – 1:30 Bylaw Template & Policy 102 Discussion Chair Belle Morris
1:30 – 1:40 Parking & Transit Updates Parking & Transit Mgr. Vanessa Solesbee
The Car Park GM, Matt Eisenberg
1:40 – 1:50 Engineering Updates Engineering Mgr. David Hook
1:50 – 2:00 Project /Administration Updates Public Works Director Greg Muhonen
Adjourn
Carlie Bangs, Town Board Trustee Liaison
Greg Muhonen, Estes Park Public Works Staff Liaison
Town of Estes Park, Larimer County, Colorado, June 16, 2021
Minutes of a Regular meeting of the Transportation Advisory Board of the
Town of Estes Park, Larimer County, Colorado. Meeting held virtually on the
16th day of June 2021.
Committee: Belle Morris, Tom Street, Ann Finley, Larry Gamble, Linda
Hanick, Scott Moulton, Gordon Slack
Attending: Belle Morris, Tom Street, Ann Finley, Larry Gamble, Linda
Hanick, Scott Moulton, Gordon Slack, Public Works Director
Greg Muhonen, Engineering Mgr. David Hook, Parking &
Transit Mgr. Vanessa Solesbee, The Car Park Matt
Eisenberg, Rocky Mountain National Park John Hannon,
Pedi-Cab Business Owner Ryan Hale, Town Board Trustee
Carlie Bangs
Absent:
Chair Morris called the meeting to order at 12:05 p.m.
PUBLIC COMMENT
No electronic submissions of public comment were received prior to the deadline and no
public was in attendance.
APPROVAL OF MINUTES
A motion was made and seconded (Slack/Gamble) to approve the May meeting minutes
with edits and all were in favor.
PEDI-CAB IN ESTES PARK (Ryan Hale, Pedicab Business Owner)
Chair Morris introduced Ryan Hale, owner of the local pedicab business. Hale’s
participation and discussion today is intended to introduce members to another
transportation mode as part of a multimodal discussion and share its successes and
challenges.
Hale shared that he owns Hale Pedicab. He stated that when he previously worked as a
Community Service Officer (CSO), he saw someone walking from the parking structure
to Performance Park at the opposite end of downtown. He concluded that short-
distance transportation services would be helpful to many individuals. The pedicab
business runs on zero emissions, using only leg power and serves the Estes Park
downtown area. Additionally, pedicabs are made in Broomfield, Colorado. The original
individuals operating Hale’s Pedicab now both have employment that is not conducive
to continuing the performance of short-distance travel services. The pedicab, when
operating is now provided as a public service, with rides being free and tips being
welcomed. Hale invested $6K in the pedicabs. While it is now more of a hobby, Hale
would love to see 2 dozen pedicabs downtown. He was able to earn back his
investment in the first year of pedicab service.
Member Hanick asked if people have the ability to call and request a ride. Hales stated
that those seeking a ride can contact 970-215-4030 to make their request. At this time
there is no existing website or Facebook page, however business cards are available
and much of his service is generated based on word-of-mouth.
Member Gamble extended his appreciation for Hale’s time in presenting to the TAB. He
then asked Hale what demand he feels is accurate and how many pedicabs would be
required to meet the demand. How many to meet the demand. Ryan - May – Oct
service. Explained the business thoughts behind the plan, but hard to determine
business potential.
Member Slack recommended Hale attend the upcoming Bike To Work day to visit with
other participants.
Transportation Advisory Board – June 16, 2021 – Page 2
BYLAW TEMPLATE & POLICY 102 DISCUSSION (Director Greg Muhonen)
The TAB has been working on bylaw updates for well over a year and have
spearheaded much change. Muhonen shared that the recommended changes by TAB
carried through to other advisory boards. The Code of Conduct and Job Description
triggered broader discussion. Eventually the discussion resulted in a new template, with
the Code of Conduct and Job Description being added to Policy 102 which is applicable
to all Town advisory boards. Relating to process, the bylaws currently identify that if any
revisions are made, 20 days must be allowed for review and comment. Muhonen asked
the TAB to review the information, to be sent after the meeting, and be ready to discuss
and vote at July meeting. Muhonen reminded the TAB that staff have limited discretion
on changing the bylaws.
COMPLETE STREETS POLICY DISCUSSION (Chair Belle Morris)
Referencing last month’s discussion, a street hierarchy needs determined. Morris
requested Director Muhonen guide the discussion. Muhonen stated the thought process
behind the suggestion for added discussion spun from a couple things. The first being
the Safe Routes to School Task Force evaluated the pedestrian facilities within one mile
of the school, and had many findings. Although it is not reasonable to add sidewalks to
every street in Town, the policy doesn’t clarify. It needs determined the types of
transportation modes on defined types of streets. The determination basically comes
down to the average daily traffic in a given location. There are a variety of modes that
the policy does not address, making the policy not accommodating, but restrictive.
Morris agrees that based on the Task Force’s street survey, the improvements and
desired upgrades would be very expensive and time consuming. The Task force
identified a type of ranking and hierarchy during the walking audits which may be a
good starting point. Member Gamble agreed and stated that the definition of a street,
within the policy, is a bit broad and concurred with Muhonen that a hierarchy should be
well-defined.
Member Slack has understood that the current policy is working well, although only
used a couple times. Muhonen stated the importance of defining this is due to the
communications and comments that have been made indicating the policy is not being
satisfied. TAB can attack this proactively and provide suggestions to staff or when staff
is ready to implement new street standards, get involved at that time, either perform
proactively or reactively. Slack further stated that Graves Avenue is a high-traffic street
both for pedestrians and vehicles and suggested leaving it to Public Works to make the
decisions on how to implement the projects.
Morris stated that, for the Graves Avenue Improvements, the presentation only provided
3 options and the fact that there were no bike lanes was startling. The modifications to
the designs were still not acceptable.
Manager Hook offered his thoughts, stating that there had not been many applications
of the policy. Although the policy was not created perfectly, these early applications
have brought improvement opportunities to light and has initiated conversation. Work on
the Complete Streets Policy will continue without great urgency. Morris agrees this is
not a TAB top priority and recommended reviewing the policy again in December.
Gamble stated that, based on feedback from Greg and knowing that the Complete
Streets checklist has been used, there aren’t many modifications needed.
PARKING & TRANSIT UPDATES (Parking & Transit Mgr. Vanessa Solesbee, The Car
Park Mgr. Matt Eisenberg)
Parking:
Eisenberg shared information about the paid parking program launch, improvements,
and successes. Key Performance Indicator (KPI) Dashboard is now available on the
Town’s website.
Transportation Advisory Board – June 16, 2021 – Page 3
Identified areas for improvement: The signs are too high, are hard to read, and it is
difficult to scan the QR codes. Feedback has also been received stating that the signs
are confusing.
Compliance: The Car Park has not seen the level of compliance expected. There are
25-40% of vehicles that are not paying or are not displaying the proper permit. Although
improved signage may help, there is also a need for increased enforcement.
Estes Parking App: Individuals that own the newer iOS Apple phones are having
difficulty with the app. The Car Park is working with their vendor to correct the issues.
Public Outreach – The Car Park and Town parking staff continue to communicate with
individuals around town. Eisenberg has been walking into businesses to ask how
everything is going. Additional steps are forthcoming.
Eisenberg then listed the successes with this year’s program:
• Since May 28 the free lots are up 48% in occupancy
• When viewing the peripheral lots it is showing occupancy in the parking structure
is up nearly 50%
• The average revenue is at $5,614 per day which is good, but an increase is
expected beginning in July
• Mobile Payment Adoption is at 49%. Eisenberg shared that when working in
Boise, Idaho the adoption was only at 20-30%.
Solesbee stated that the Parking & Transit Division is also tracking all comments
received from residents and visitors and qualitative perspectives to share with the Town
Board. Member Slack stated that he has witnessed, when driving through the lots, that
there are actually open parking spaces, specifically in the Town Hall lot which hasn’t
been seen in the past. This is a good sign and has achieved the desired result.
Solesbee stated she’s received this feedback as well.
Member Hanick also feels the program is a success. She added that the only real
problem is the Public Relations part of it, identifying that the signage definitely needs
work. She reminded the TAB that the average reading is at a 4th grade level. Hanick
also stated that the signs do not contain enough information, adding that they need
hours of required pay and the charge. Managers Solesbee and Eisenberg are working
toward solutions for signage improvement.
Vice Chair Street has seen individuals lined up at the payment kiosks, adding some
people don’t know they can use their phone to pay until they get to the kiosk. Street is
still hoping the congestion lessens as was anticipating being one of the points of paid
parking. Eisenberg suggested that once the wayfinding signage is installed, it may help
this situation. Muhonen will be working to establish traffic counts and has hired a traffic
counting company to perform these measures. Once completed, Muhonen will perform
a comparative analysis of past years.
Transit:
Solesbee shared that on July 3 there will be a ribbon-cutting for new trolley and the
launch of Bustang services. Solesbee invited all to attend.
Public Works would like to pursue FTA funding 5311 operating dollars. The Town is
eligible and the Town’s Grant Specialist Christy Crosser will help complete and submit
the grant application. The additional funding totals $360K with no required match.
ENGINEERING UPDATES (Engineering Mgr. David Hook)
Manager Hook provided project updates since the last meeting.
Parking Wayfinding:
Phase 1 destination signage installation is complete. The Phase 2 directional signage is
scheduled to begin with installation next week. This phase includes the street name
Transportation Advisory Board – June 16, 2021 – Page 4
signs being installed that are located on mast arms, with the color and formatting of the
other recently installed signage.
Graves Avenue Improvements:
A Virtual Open House was held since the May TAB meeting with 2 weeks allotted to
provide input. There were also 2 different in-person open houses resulting in excellent
turnout. The North side improvements received the highest ranks and the design
concept is moving forward. The options presented have been merged resulting in the
following plan: Extend the existing 5’ sidewalk on the North side; slim down travel lanes;
maintain parking on both the North and South side. Install 10’ trail on the South side.
This work will be done using a phased approach as the budget for this project has been
far exceeded with the suggested changes. The next opportunity for a Safe Routes to
School (SRTS) grant would provide for improvement not captured in the initial phase, as
well as provide for trail improvements along Community Drive for trail connectivity.
PROJECT / ADMINISTRATION UPDATES (Public Works Director Greg Muhonen)
Muhonen shared that advisory boards have been released to meet in-person after the
first Town Board meeting is held in-person, potentially occurring in July but may not be
until August.
There is a funding shortfall for the Community Dr./US 36 Roundabout. There is however
a Federal Invest in America grant opportunity for $850K. Additionally there is an
opportunity for a Revitalizing Main Street Large Project Grant with a cap of $2M per
agency. An application has been made for $1.7M to aid in the funding of this project.
Muhonen provided the TAB with an update on the 2022 Strategic Plan and 2022
Budget. A special study session was held on Monday to go through the proposed 1-year
objectives. Once the information is received by Public Works, the information will be
distributed to the TAB, allowing an opportunity to provide feedback to the Town Board
prior to the July deadline.
OTHER BUSINESS (Chair, Belle Morris)
There being no further business, Chair Morris adjourned the meeting at 2:13 p.m.
Megan Van Hoozer, Recording Secretary
2’ CURB
& GUTTER
6’ PARKING LANE
10’ SIDEWALK 5’ SIDEWALK
2’ CURB
& GUTTER
10’ TRAVEL LANE 9’ TRAVEL LANE
NOT TO SCALE
GRAVES AVENUE SAFE ROUTES TO SCHOOL
MOUNTABLE
CURB
PROJECT CONTROL
BASIS OF BEARING:
CONSIDERING THE NORTH LINE OF LOT 21 OF REPLAT OF LOTS 11 THROUGH 16 OF EAST MULBERRY SUBDIVISION, COUNTY OF
LARIMER, STATE OF COLORADO TO BEAR S60° 53' 22”E BETWEEN THE NORTHWEST CORNER, BEING MARKED BY A NO.4 REBAR
WITH YELLOW PLASTIC CAP STAMPED LS 38318, AND THE NORTHEAST CORNER, BEING MARKED BY A NO.4 REBAR WITH YELLOW
PLASTIC CAP STAMPED LS 38318, BASED UPON G.P.S. OBSERVATIONS AND THE CITY OF FORT COLLINS GROUNDMASTER
COORDINATE SYSTEM, WITH ALL BEARINGS CONTAINED HEREIN RELATIVE THERETO.
PROJECT DATUM: NAVD88
ELEVATION: 4942.21 FT
BENCHMARK R-402
VERT ORDER - FIRST CLASS II
MARKER:DB=BENCHMARK DISK
SETTING: 41=SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK
STAMPING: R 402 1984
STABILITY: A=MOST RELIABLE AND EXPECTED TO HOLD
STABILITY: POSITION/ELEVATION WELL
HISTORY - 1984 MONUMENTED NGS
STATION DESCRIPTION
DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
IN FORT COLLINS, AT THE JUNCTION OF 9TH STREET AND LINCOLN AVENUE, IN
THE EAST EDGE OF THE CONCRETE FOOTING FOR HIGHLINE TOWER NUMBER 29,
47.8 METERS (156.8 FT) NORTH OF THE CENTERLINE OF THE AVENUE,
22.3 METERS (73.2 FT) WEST OF THE CENTERLINE OF THE STREET, AND
0.2 METERS (0.7 FT) WEST OF THE EAST EDGE OF THE FOOTING. NOTE - THE
FOOTING IS 96-INCHES IN DIAMETER, 26-1/2 FEET DEEP AND SET INTO 9 FEET
OF BEDROCK
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29
UNADJUSTED FOR THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29
UNADJUSTED = NAVD88 -2.84'LARIMER COUNTY DRAWING REVIEW
REVIEWED BY:
LARIMER COUNTY ENGINEERING DATE
THE LARIMER COUNTY REVIEW CONSTITUTES COMPLIANCE WITH THESE STANDARDS. REVIEW BY
THE COUNTY DOES NOT CONSTITUTE APPROVAL OF THE PLAN DESIGN.
THIS REVIEW DOES NOT CONSTITUTE REVIEW/APPROVAL OF ANY PRIVATE ON-SITE IMPROVEMENTS
WHICH MAY BE SHOWN. THESE PLANS ARE INTENDED TO BE FOR COUNTY REVIEW OF PUBLIC
IMPROVEMENTS ADJACENT TO THE PROPERTY. CONSTRUCTION OF ON-SITE PRIVATE
IMPROVEMENTS CANNOT COMMENCE UNTIL ALL REQUIRED TRAFFIC WORSHEET OR STUDY(S), FINAL
DEVELOPMENT PLAN(S), SPECIAL REVIEW(S), AND BUILDING PERMIT(S) ARE COMPLETE, APPROVED
AND ON FILE WITH LARIMER COUNTY.
LARIMER COUNTY INDEMNIFICATION STATEMENT
THE ENGINEER WHO HAS PREPARED THESE PLANS, BY EXECUTION AND/OR SEAL HEREOF DOES
HEREBY AFFIRM RESPONSIBILITY TO THE COUNTY, AS A BENEFICIARY OF SAID ENGINEER'S WORK,
FOR ANY ERRORS AND OMISSIONS CONTAINED IN THESE PLANS, AND APPROVAL OF THESE PLANS BY
THE LARIMER COUNTY ENGINEERING DEPARTMENT SHALL NOT RELIEVE THE ENGINEER WHO HAS
PREPARED THESE PLANS OF ANY SUCH RESPONSIBILITY. FURTHER, TO THE EXTENT PERMITTED BY
LAW, THE ENGINEER HEREBY AGREES TO HOLD HARMLESS AND INDEMNIFY LARIMER COUNTY, AND
ITS OFFICERS AND EMPLOYEES, FROM AND AGAINST ALL LIABILITIES, CLAIMS, AND DEMANDS WHICH
MAY ARISE FROM ANY ERRORS AND OMISSIONS CONTAINED IN THE PLANS.
PROFESSIONAL ENGINEER CERTIFICATION
THESE CONSTRUCTION PLANS FOR ALLEN SERVICES PLUMBING & HEATING WERE PREPARED BY ME (OR
UNDER MY DIRECT SUPERVISION) IN ACCORDANCE WITH THE REQUIREMENTS OF THE ROAD STANDARDS
AND THE STORMWATER DESIGN STANDARDS FOR LARIMER COUNTY."
ENGINEER'S NAME: JOHN E. TUFTE, PE
COMPANY: SANDERSON STEWART
MONTH, DAY, YEAR
VICINITY MAP
PREPARED FOR:
TOWN OF ESTES PARK - PUBLIC WORKS DEPARTMENT
ESTES PARK, CO. 80517
P.O. BOX 1200
ESTES PARK, COLORADO
SIDEWALK IMPROVEMENTS
GRAVES AVENUE SAFE ROUTES TO SCHOOL
PHASE 1
SITE
PROJECT NO:
NORTH
425 West Mulberry Street, Ste 201 Fort Collins, Colorado 80521 970.797.2504 sandersonstewart.com
NOTE:
-EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE
ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE
STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS.
-UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN
THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS
ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED.
CDOT 23027 30% REVIEW - NOT FOR CONSTRUCTION
CO
M
M
U
N
I
T
Y
D
R
.
S
T
.
V
R
A
I
N
A
V
E
.
BRODIE AVE.
GRAVES AVE.
SHEET TITLE
C1.1 COVER SHEET
C1.2 LEGENDS AND ABBREVIATIONS
C2.1 GRAVES AVENUE EXISTING CONDITIONS AND DEMOLITION PLAN
C2.2 BRODIE AVENUE EXISTING CONDITIONS AND DEMOLITION PLAN
C3.1 GRAVES AVENUE SITE PLAN
C3.2 BRODIE AVENUE SITE PLAN
C4.1 GRADING PLAN
C5.1 PLAN & PROFILE-GRAVES AVENUE NORTH SIDEWALK
C5.2 PLAN & PROFILE-BRODIE AVENUE SIDEWALK
C6.1 DETAILS
C6.2 DETAILS
C6.3 DETAILS
C7.1 CROSS SECTIONS-GRAVES AVENUE NORTH SIDEWALK
SITE
CONTACTS
OWNER TOWN OF ESTES PARK, PUBLIC WORKS
DEPARTMENT,
ATTN: RYAN BARR,
970-577-3575
CIVIL ENGINEER/SURVEYOR/ SANDERSON STEWART
LANDSCAPE ARCHITECT 425 WEST MULBERRY STREET, STE. 201
FORT COLLINS, CO 80521
970-893-1688
WATER TOWN OF ESTES PARK WATER DIVISION,
CHRIS ESHELMAN,
970-577-3630
SANITARY SEWER ESTES PARK SANITATION DISTRICT,
JIM DUELL,
970-586-2866
UPPER THOMPSON SANITATION DISTRICT,
MATT ALLEN,
970-586-4544
ELECTRIC TOWN OF ESTES PARK POWER &
COMMUNICATIONS DIVISION,
TYLER BOLES,
970-577-3607
FIBER TRAILBLAZER BROADBAND,
JOE LOCKHART,
970-577-3613
TELECOM CENTURYLINK,
JUSTIN WALLACE,
970-381-8449
TDS,
JASON PATRICK,
970-539-0592
GAS XCEL ENERGY,
JODY HUTCHINSON,
970-225-7834
P:
\
2
0
2
3
1
_
E
s
t
e
s
_
G
r
a
v
e
s
_
A
v
e
_
S
R
T
S
\
C
A
D
D
_
C
3
D
\
P
R
O
D
U
C
T
I
O
N
_
D
W
G
\
2
0
2
3
1
_
C
O
V
E
R
.
d
w
g
,
C
O
V
E
R
,
7
/
1
3
/
2
0
2
1
9
:
5
8
:
0
6
A
M
,
V
G
e
n
t
r
y
,
1
:
1
30
%
R
E
V
I
E
W
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
FI
L
E
:
PR
O
J
E
C
T
N
O
:
CA
D
:
QU
A
L
I
T
Y
A
S
S
U
R
A
N
C
E
:
DR
A
W
I
N
G
H
I
S
T
O
R
Y
DA
T
E
D
E
S
C
R
I
P
T
I
O
N
PH
A
S
E
1
LE
G
E
N
D
S
A
N
D
A
B
B
R
E
V
I
A
T
I
O
N
S
GR
A
V
E
S
A
V
E
N
U
E
S
A
F
E
R
O
U
T
E
S
T
O
S
C
H
O
O
L
SI
D
E
W
A
L
K
I
M
P
R
O
V
E
M
E
N
T
S
ES
T
E
S
P
A
R
K
,
C
O
L
O
R
A
D
O
C1.2
KP
C
20
2
3
1
_
C
O
V
E
R
.
D
W
G
VJ
G
07
/
0
5
/
2
0
2
1
30
%
D
E
S
I
G
N
P
L
A
N
S
E
T
------
------
-
-
CD
O
T
2
3
0
2
7
EW = FINISHED GRADE AT EDGE OF WALK
TC = FINISHED GRADE AT TOP BACK OF CURB
BC = FINISHED GRADE AT BUILDING CORNER
TW = FINISHED GRADE AT TOP OF WALL
AC = FINISHED GRADE AT ASPHALT
EA = FINISHED GRADE AT EDGE OF ASPHALT
EC = FINISHED GRADE AT EDGE OF CONCRETE
SDI = STORM DRAIN INLET
SDMH = STORM DRAIN MANHOLE
FL = FINISHED GRADE AT FLOWLINE
FG = FINISHED GRADE
EX = APPROXIMATE EXISTING ELEVATION
POC = POINT ON CURVE
WTR = WATER
PI = POINT OF INTERSECTION
PRC = POINT OF REVERSE CURVE
RT = RIGHT
LT = LEFT
SS = SANITARY SEWER
PT = POINT OF TANGENCY
SD = STORM DRAIN
GV = GATE VALVE
BFV = BUTTERFLY VALVE
RED = REDUCER
LF = LINEAL FOOT
FT = FEET
SSMH = SANITARY SEWER MANHOLE
BVC = BEGIN VERTICAL CURVE
CS = CURB STOP
EVC = END VERTICAL CURVE
PVI = POINT OF VERTICAL INTERSECTION
ABBREVIATIONS
SYMBOLS
KEYNOTE CALL OUT
(SEE KEYNOTE LEGEND)
SRVC = SERVICE
(TYP.) = TYPICAL
PC = POINT OF CURVATURE
NOTE:
-EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE
ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE
STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS.
-UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN
THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS
ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED.
GR = EXISTING GRADE AT GROUND
BRK = GRADE BREAK
HP = HIGH POINT
CURB CUT
ELECTRIC BOX
SANITARY MANHOLE
MAILBOX
VALVE BOX HANDICAP RAMP
FENCE GATE
FOUND MONUMENT AS DESCRIBED
ELECTRIC TRANSFORMER
WATER MANHOLE
GAS MARKER
POWER POLE
WOOD POST
T-POST
STEEL POST
TELEPHONE PEDESTAL
WATER SHUTOFF VALVE
SIGN
DECIDUOUS TREE
CONIFEROUS TREE
WATER VALVE
ELECTRIC VAULT
FIBER OPTIC VAULT
CONTROL POINT
LANDSCAPE ROCK
FIRE HYDRANT
GUY WIRE
LINETYPES
STORM DRAIN
CONTOUR
CURB AND GUTTER
EDGE OF ASPHALT
EDGE OF GRAVEL
PROPOSED
DEMO AREA
PROPOSED ASPHALT
PROPOSED CONCRETE
PROPOSED GRAVEL
EDGE OF ASPHALT
OVERHEAD ELECTRIC LINE
ELECTRIC LOCATE
FENCE
CHAIN LINK FENCE
FIBER OPTIC LOCATE
FLOW LINE
GAS LOCATE
EDGE OF GRAVEL
PIPE
SANITARY LINE
WATER LOCATE
EASEMENT LINE
MAJOR CONTOUR
MINOR CONTOUR
RIGHT OF WAY LINE
EXISTING
P:
\
2
0
2
3
1
_
E
s
t
e
s
_
G
r
a
v
e
s
_
A
v
e
_
S
R
T
S
\
C
A
D
D
_
C
3
D
\
P
R
O
D
U
C
T
I
O
N
_
D
W
G
\
2
0
2
3
1
_
C
O
V
E
R
.
d
w
g
,
L
E
G
E
N
D
S
,
7
/
1
3
/
2
0
2
1
9
:
5
8
:
0
9
A
M
,
V
G
e
n
t
r
y
,
1
:
1
30
%
R
E
V
I
E
W
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
NORTH
NOTE:
-EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE
ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE
STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS.
-UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN
THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS
ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED.
FI
L
E
:
PR
O
J
E
C
T
N
O
:
CA
D
:
QU
A
L
I
T
Y
A
S
S
U
R
A
N
C
E
:
DR
A
W
I
N
G
H
I
S
T
O
R
Y
DA
T
E
D
E
S
C
R
I
P
T
I
O
N
PH
A
S
E
1
GR
A
V
E
S
A
V
E
N
U
E
E
X
I
S
T
I
N
G
C
O
N
D
I
T
I
O
N
S
A
N
D
D
E
M
O
L
I
T
I
O
N
P
L
A
N
GR
A
V
E
S
A
V
E
N
U
E
S
A
F
E
R
O
U
T
E
S
T
O
S
C
H
O
O
L
SI
D
E
W
A
L
K
I
M
P
R
O
V
E
M
E
N
T
S
ES
T
E
S
P
A
R
K
,
C
O
L
O
R
A
D
O
C2.1
KP
C
20
2
3
1
_
E
X
I
S
T
I
N
G
_
P
R
O
D
.
D
W
G
VJ
G
07
/
0
5
/
2
0
2
1
30
%
D
E
S
I
G
N
P
L
A
N
S
E
T
------
------
-
-
CD
O
T
2
3
0
2
7
0 30
SCALE: 1" = 30'
601530
NORTH SIDE GRAVES AVENUE SIDEWALK EXTENSION
NORTH SIDE GRAVES AVENUE SIDEWALK EXTENSION
HORIZONTAL DATUM:
MODIFIED NAD83/2011 COLORADO STATE PLANE COORDINATE SYSTEM NORTH ZONE
SCALE FACTOR 1.000401381 (0.99959878)
VERTICAL DATUM:
NGS VERTICAL BENCHMARK COLLINSON
ELEVATION = 7497.80 (NAVD88 VERTICAL DATUM)
NOTES:
1.UNDERGROUND UTILITY LOCATES PROVIDED BY KINETIC ENERGY SERVICES, LLC
2.THIS IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT. ALL LOT LINES,
RIGHTS OF WAY AND EASEMENT LINES ARE TO BE CONSIDERED APPROXIMATE.
3.ALL CONTROL SHOWN SHALL BE VERIFIED BY THE CONTRACTOR BEFORE ANY
CONSTRUCTION OR OTHER IMPROVEMENTS.
DEMOLITION QUANTITIES:
1.STRIPING
A.1084 LF DOUBLE YELLOW CENTERLINE STRIPING
B.1795 LF WHITE SHOULDER STRIPING
C.70 LF WHITE TURN LANE STRIPING
D.35 LF WHITE STOP BAR
E.2 EA LANE DIRECTION MARKERS
2.CONCRETE - 138 SF
3.ASPHALT - 374 SY
4.ASPHALT SAWCUT - 600 LF
P:
\
2
0
2
3
1
_
E
s
t
e
s
_
G
r
a
v
e
s
_
A
v
e
_
S
R
T
S
\
C
A
D
D
_
C
3
D
\
P
R
O
D
U
C
T
I
O
N
_
D
W
G
\
2
0
2
3
1
_
E
X
I
S
T
I
N
G
_
P
R
O
D
.
d
w
g
,
C
2
.
1
G
R
A
V
E
S
E
X
I
S
T
I
N
G
,
7
/
1
3
/
2
0
2
1
9
:
5
8
:
2
8
A
M
,
V
G
e
n
t
r
y
,
1
:
1
30
%
R
E
V
I
E
W
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
NOTE:
-EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE
ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE
STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS.
-UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN
THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS
ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED.
FI
L
E
:
PR
O
J
E
C
T
N
O
:
CA
D
:
QU
A
L
I
T
Y
A
S
S
U
R
A
N
C
E
:
DR
A
W
I
N
G
H
I
S
T
O
R
Y
DA
T
E
D
E
S
C
R
I
P
T
I
O
N
PH
A
S
E
1
BR
O
D
I
E
A
V
E
N
U
E
E
X
I
S
T
I
N
G
C
O
N
D
I
T
I
O
N
S
A
N
D
D
E
M
O
L
I
T
I
O
N
P
L
A
N
GR
A
V
E
S
A
V
E
N
U
E
S
A
F
E
R
O
U
T
E
S
T
O
S
C
H
O
O
L
SI
D
E
W
A
L
K
I
M
P
R
O
V
E
M
E
N
T
S
ES
T
E
S
P
A
R
K
,
C
O
L
O
R
A
D
O
C2.2
KP
C
20
2
3
1
_
E
X
I
S
T
I
N
G
_
P
R
O
D
.
D
W
G
VJ
G
07
/
0
5
/
2
0
2
1
30
%
D
E
S
I
G
N
P
L
A
N
S
E
T
------
------
-
-
CD
O
T
2
3
0
2
7
0 30
SCALE: 1" = 30'
601530
BRODIE AVENUE SIDEWALK EXTENSION
NORTH
HORIZONTAL DATUM:
MODIFIED NAD83/2011 COLORADO STATE PLANE COORDINATE SYSTEM NORTH ZONE
SCALE FACTOR 1.000401381 (0.99959878)
VERTICAL DATUM:
NGS VERTICAL BENCHMARK COLLINSON
ELEVATION = 7497.80 (NAVD88 VERTICAL DATUM)
NOTES:
1.UNDERGROUND UTILITY LOCATES PROVIDED BY KINETIC ENERGY SERVICES, LLC
2.THIS IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT. ALL LOT LINES,
RIGHTS OF WAY AND EASEMENT LINES ARE TO BE CONSIDERED APPROXIMATE.
3.ALL CONTROL SHOWN SHALL BE VERIFIED BY THE CONTRACTOR BEFORE ANY
CONSTRUCTION OR OTHER IMPROVEMENTS.
DEMOLITION QUANTITIES:
1.CONCRETE - 564 SF
2.ASPHALT - 28 SY
3.ASPHALT SAWCUT - 138 LF
P:
\
2
0
2
3
1
_
E
s
t
e
s
_
G
r
a
v
e
s
_
A
v
e
_
S
R
T
S
\
C
A
D
D
_
C
3
D
\
P
R
O
D
U
C
T
I
O
N
_
D
W
G
\
2
0
2
3
1
_
E
X
I
S
T
I
N
G
_
P
R
O
D
.
d
w
g
,
C
2
.
2
B
R
O
D
I
E
E
X
I
S
T
I
N
G
,
7
/
1
3
/
2
0
2
1
9
:
5
8
:
3
4
A
M
,
V
G
e
n
t
r
y
,
1
:
1
NORTH
NOTE:
-EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE
ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE
STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS.
-UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN
THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS
ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED.
FI
L
E
:
PR
O
J
E
C
T
N
O
:
CA
D
:
QU
A
L
I
T
Y
A
S
S
U
R
A
N
C
E
:
DR
A
W
I
N
G
H
I
S
T
O
R
Y
DA
T
E
D
E
S
C
R
I
P
T
I
O
N
PH
A
S
E
1
GR
A
V
E
S
A
V
E
N
U
E
S
I
T
E
P
L
A
N
GR
A
V
E
S
A
V
E
N
U
E
S
A
F
E
R
O
U
T
E
S
T
O
S
C
H
O
O
L
SI
D
E
W
A
L
K
I
M
P
R
O
V
E
M
E
N
T
S
ES
T
E
S
P
A
R
K
,
C
O
L
O
R
A
D
O
C3.1
KP
C
20
2
3
1
_
S
I
T
E
_
P
R
O
D
.
D
W
G
VJ
G
07
/
0
5
/
2
0
2
1
30
%
D
E
S
I
G
N
P
L
A
N
S
E
T
------
------
-
-
CD
O
T
2
3
0
2
7
0 30
SCALE: 1" = 30'
601530
NORTH SIDE GRAVES AVENUE SIDEWALK EXTENSION
NORTH SIDE GRAVES AVENUE SIDEWALK EXTENSION 30
%
R
E
V
I
E
W
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
SITE PLAN NOTES
ESTES PARK INFLOW CURB AND
GUTTER
LOVELAND ROLL-OVER CURB AND
GUTTER
DOUBLE SOLID 4" YELLOW LANE LINE
WITH 4" SPACING
SINGLE SOLID 4" WHITE LANE LINE
SINGLE SOLID 8" WHITE LANE LINE
SINGLE SOLID 24" STOP BAR LINE
RELOCATED MAILBOXES
SINGLE 4" WHITE EXTENSION LINE
12" WIDE RETAINING WALL WITH
RAILING.
P:
\
2
0
2
3
1
_
E
s
t
e
s
_
G
r
a
v
e
s
_
A
v
e
_
S
R
T
S
\
C
A
D
D
_
C
3
D
\
P
R
O
D
U
C
T
I
O
N
_
D
W
G
\
2
0
2
3
1
_
S
I
T
E
_
P
R
O
D
.
d
w
g
,
C
3
.
1
G
R
A
V
E
S
S
I
T
E
P
L
A
N
,
7
/
1
3
/
2
0
2
1
9
:
5
8
:
5
8
A
M
,
V
G
e
n
t
r
y
,
1
:
1
30
%
R
E
V
I
E
W
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
NOTE:
-EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE
ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE
STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS.
-UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN
THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS
ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED.
FI
L
E
:
PR
O
J
E
C
T
N
O
:
CA
D
:
QU
A
L
I
T
Y
A
S
S
U
R
A
N
C
E
:
DR
A
W
I
N
G
H
I
S
T
O
R
Y
DA
T
E
D
E
S
C
R
I
P
T
I
O
N
PH
A
S
E
1
BR
O
D
I
E
A
V
E
N
U
E
S
I
T
E
P
L
A
N
GR
A
V
E
S
A
V
E
N
U
E
S
A
F
E
R
O
U
T
E
S
T
O
S
C
H
O
O
L
SI
D
E
W
A
L
K
I
M
P
R
O
V
E
M
E
N
T
S
ES
T
E
S
P
A
R
K
,
C
O
L
O
R
A
D
O
C3.2
KP
C
20
2
3
1
_
S
I
T
E
_
P
R
O
D
.
D
W
G
VJ
G
07
/
0
5
/
2
0
2
1
30
%
D
E
S
I
G
N
P
L
A
N
S
E
T
------
------
-
-
CD
O
T
2
3
0
2
7
0 30
SCALE: 1" = 30'
601530
BRODIE AVENUE SIDEWALK EXTENSION
NORTH
P:
\
2
0
2
3
1
_
E
s
t
e
s
_
G
r
a
v
e
s
_
A
v
e
_
S
R
T
S
\
C
A
D
D
_
C
3
D
\
P
R
O
D
U
C
T
I
O
N
_
D
W
G
\
2
0
2
3
1
_
S
I
T
E
_
P
R
O
D
.
d
w
g
,
C
3
.
2
B
R
O
D
I
E
S
I
T
E
P
L
A
N
,
7
/
1
3
/
2
0
2
1
9
:
5
8
:
5
9
A
M
,
V
G
e
n
t
r
y
,
1
:
1
NORTH
NOTE:
-EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE
ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE
STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS.
-UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN
THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS
ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED.
FI
L
E
:
PR
O
J
E
C
T
N
O
:
CA
D
:
QU
A
L
I
T
Y
A
S
S
U
R
A
N
C
E
:
DR
A
W
I
N
G
H
I
S
T
O
R
Y
DA
T
E
D
E
S
C
R
I
P
T
I
O
N
PH
A
S
E
1
GR
A
D
I
N
G
P
L
A
N
GR
A
V
E
S
A
V
E
N
U
E
S
A
F
E
R
O
U
T
E
S
T
O
S
C
H
O
O
L
SI
D
E
W
A
L
K
I
M
P
R
O
V
E
M
E
N
T
S
ES
T
E
S
P
A
R
K
,
C
O
L
O
R
A
D
O
C4.1
KP
C
20
2
3
1
_
O
V
E
R
A
L
L
_
G
R
A
D
I
N
G
P
L
A
N
.
D
W
G
VJ
G
07
/
0
5
/
2
0
2
1
30
%
D
E
S
I
G
N
P
L
A
N
S
E
T
------
------
-
-
CD
O
T
2
3
0
2
7
0 20
SCALE: 1" = 20'
401020
BRODIE AVENUE SIDEWALK EXTENSION
NORTH SIDE GRAVES AVENUE SIDEWALK EXTENSION
30
%
R
E
V
I
E
W
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
NORTH
P:
\
2
0
2
3
1
_
E
s
t
e
s
_
G
r
a
v
e
s
_
A
v
e
_
S
R
T
S
\
C
A
D
D
_
C
3
D
\
P
R
O
D
U
C
T
I
O
N
_
D
W
G
\
2
0
2
3
1
_
O
V
E
R
A
L
L
_
G
R
A
D
I
N
G
P
L
A
N
.
d
w
g
,
C
4
.
1
G
R
A
D
I
N
G
P
L
A
N
,
7
/
1
3
/
2
0
2
1
9
:
5
9
:
2
8
A
M
,
V
G
e
n
t
r
y
,
1
:
1
FI
L
E
:
PR
O
J
E
C
T
N
O
:
CA
D
:
QU
A
L
I
T
Y
A
S
S
U
R
A
N
C
E
:
DR
A
W
I
N
G
H
I
S
T
O
R
Y
DA
T
E
D
E
S
C
R
I
P
T
I
O
N
PH
A
S
E
1
PL
A
N
&
P
R
O
F
I
L
E
-
G
R
A
V
E
S
A
V
E
N
U
E
N
O
R
T
H
S
I
D
E
W
A
L
K
GR
A
V
E
S
A
V
E
N
U
E
S
A
F
E
R
O
U
T
E
S
T
O
S
C
H
O
O
L
SI
D
E
W
A
L
K
I
M
P
R
O
V
E
M
E
N
T
S
ES
T
E
S
P
A
R
K
,
C
O
L
O
R
A
D
O
C5.1
KP
C
20
2
3
1
_
P
N
P
_
P
R
O
D
_
P
H
1
.
D
W
G
VJ
G
07
/
0
5
/
2
0
2
1
30
%
D
E
S
I
G
N
P
L
A
N
S
E
T
------
------
-
-
CD
O
T
2
3
0
2
7
NORTH VERTICAL SCALE: 1"=5'
30 15 0
HORIZONTAL SCALE:1" = 30'
30 60
PLAN & PROFILE-GRAVES AVENUE NORTH SIDEWALK
30
%
R
E
V
I
E
W
-
N
O
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
P:
\
2
0
2
3
1
_
E
s
t
e
s
_
G
r
a
v
e
s
_
A
v
e
_
S
R
T
S
\
C
A
D
D
_
C
3
D
\
P
R
O
D
U
C
T
I
O
N
_
D
W
G
\
2
0
2
3
1
_
P
N
P
_
P
R
O
D
_
P
H
1
.
d
w
g
,
C
5
.
1
G
R
A
V
E
S
A
V
E
N
U
E
N
O
R
T
H
S
I
D
E
W
A
L
K
I
M
P
R
O
V
E
M
E
N
T
S
,
7
/
1
3
/
2
0
2
1
9
:
5
9
:
5
9
A
M
,
V
G
e
n
t
r
y
,
1
:
1
FI
L
E
:
PR
O
J
E
C
T
N
O
:
CA
D
:
QU
A
L
I
T
Y
A
S
S
U
R
A
N
C
E
:
DR
A
W
I
N
G
H
I
S
T
O
R
Y
DA
T
E
D
E
S
C
R
I
P
T
I
O
N
PH
A
S
E
1
PL
A
N
&
P
R
O
F
I
L
E
-
B
R
O
D
I
E
A
V
E
N
U
E
S
I
D
E
W
A
L
K
GR
A
V
E
S
A
V
E
N
U
E
S
A
F
E
R
O
U
T
E
S
T
O
S
C
H
O
O
L
SI
D
E
W
A
L
K
I
M
P
R
O
V
E
M
E
N
T
S
ES
T
E
S
P
A
R
K
,
C
O
L
O
R
A
D
O
C5.2
KP
C
20
2
3
1
_
P
N
P
_
P
R
O
D
_
P
H
1
.
D
W
G
VJ
G
07
/
0
5
/
2
0
2
1
30
%
D
E
S
I
G
N
P
L
A
N
S
E
T
------
------
-
-
CD
O
T
2
3
0
2
7
NORTH VERTICAL SCALE: 1"=5'
30 15 0
HORIZONTAL SCALE:1" = 30'
30 60
PLAN & PROFILE-BRODIE AVENUE SIDEWALK
30
%
R
E
V
I
E
W
-
N
O
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
P:
\
2
0
2
3
1
_
E
s
t
e
s
_
G
r
a
v
e
s
_
A
v
e
_
S
R
T
S
\
C
A
D
D
_
C
3
D
\
P
R
O
D
U
C
T
I
O
N
_
D
W
G
\
2
0
2
3
1
_
P
N
P
_
P
R
O
D
_
P
H
1
.
d
w
g
,
C
5
.
2
P
L
A
N
&
P
R
O
F
I
L
E
-
B
R
O
D
I
E
A
V
E
N
U
E
S
I
D
E
W
A
L
K
,
7
/
1
3
/
2
0
2
1
1
0
:
0
0
:
0
4
A
M
,
V
G
e
n
t
r
y
,
1
:
1
30
%
R
E
V
I
E
W
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
FI
L
E
:
PR
O
J
E
C
T
N
O
:
CA
D
:
QU
A
L
I
T
Y
A
S
S
U
R
A
N
C
E
:
DR
A
W
I
N
G
H
I
S
T
O
R
Y
DA
T
E
D
E
S
C
R
I
P
T
I
O
N
PH
A
S
E
1
DE
T
A
I
L
S
GR
A
V
E
S
A
V
E
N
U
E
S
A
F
E
R
O
U
T
E
S
T
O
S
C
H
O
O
L
SI
D
E
W
A
L
K
I
M
P
R
O
V
E
M
E
N
T
S
ES
T
E
S
P
A
R
K
,
C
O
L
O
R
A
D
O
C6.1
KP
C
20
2
3
1
_
D
E
T
A
I
L
S
.
D
W
G
VJ
G
07
/
0
5
/
2
0
2
1
30
%
D
E
S
I
G
N
P
L
A
N
S
E
T
------
------
-
-
CD
O
T
2
3
0
2
7
ESTES PARK INFLOW CURB AND GUTTER TYPICAL SIDEWALK WITH VERSA-LOK
RETAINING WALL SECTION
TYIPICAL SIDEWALK SECTION
P:
\
2
0
2
3
1
_
E
s
t
e
s
_
G
r
a
v
e
s
_
A
v
e
_
S
R
T
S
\
C
A
D
D
_
C
3
D
\
P
R
O
D
U
C
T
I
O
N
_
D
W
G
\
2
0
2
3
1
_
D
E
T
A
I
L
S
.
d
w
g
,
C
6
.
1
D
E
T
A
I
L
S
,
7
/
1
3
/
2
0
2
1
1
0
:
0
0
:
2
0
A
M
,
V
G
e
n
t
r
y
,
1
:
1
30
%
R
E
V
I
E
W
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
FI
L
E
:
PR
O
J
E
C
T
N
O
:
CA
D
:
QU
A
L
I
T
Y
A
S
S
U
R
A
N
C
E
:
DR
A
W
I
N
G
H
I
S
T
O
R
Y
DA
T
E
D
E
S
C
R
I
P
T
I
O
N
PH
A
S
E
1
DE
T
A
I
L
S
GR
A
V
E
S
A
V
E
N
U
E
S
A
F
E
R
O
U
T
E
S
T
O
S
C
H
O
O
L
SI
D
E
W
A
L
K
I
M
P
R
O
V
E
M
E
N
T
S
ES
T
E
S
P
A
R
K
,
C
O
L
O
R
A
D
O
C6.2
KP
C
20
2
3
1
_
D
E
T
A
I
L
S
.
D
W
G
VJ
G
07
/
0
5
/
2
0
2
1
30
%
D
E
S
I
G
N
P
L
A
N
S
E
T
------
------
-
-
CD
O
T
2
3
0
2
7
P:
\
2
0
2
3
1
_
E
s
t
e
s
_
G
r
a
v
e
s
_
A
v
e
_
S
R
T
S
\
C
A
D
D
_
C
3
D
\
P
R
O
D
U
C
T
I
O
N
_
D
W
G
\
2
0
2
3
1
_
D
E
T
A
I
L
S
.
d
w
g
,
D
E
T
A
I
L
S
-
2
,
7
/
1
3
/
2
0
2
1
1
0
:
0
0
:
2
6
A
M
,
V
G
e
n
t
r
y
,
1
:
1
30
%
R
E
V
I
E
W
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
FI
L
E
:
PR
O
J
E
C
T
N
O
:
CA
D
:
QU
A
L
I
T
Y
A
S
S
U
R
A
N
C
E
:
DR
A
W
I
N
G
H
I
S
T
O
R
Y
DA
T
E
D
E
S
C
R
I
P
T
I
O
N
PH
A
S
E
1
DE
T
A
I
L
S
GR
A
V
E
S
A
V
E
N
U
E
S
A
F
E
R
O
U
T
E
S
T
O
S
C
H
O
O
L
SI
D
E
W
A
L
K
I
M
P
R
O
V
E
M
E
N
T
S
ES
T
E
S
P
A
R
K
,
C
O
L
O
R
A
D
O
C6.3
KP
C
20
2
3
1
_
D
E
T
A
I
L
S
.
D
W
G
VJ
G
07
/
0
5
/
2
0
2
1
30
%
D
E
S
I
G
N
P
L
A
N
S
E
T
------
------
-
-
CD
O
T
2
3
0
2
7
P:
\
2
0
2
3
1
_
E
s
t
e
s
_
G
r
a
v
e
s
_
A
v
e
_
S
R
T
S
\
C
A
D
D
_
C
3
D
\
P
R
O
D
U
C
T
I
O
N
_
D
W
G
\
2
0
2
3
1
_
D
E
T
A
I
L
S
.
d
w
g
,
D
E
T
A
I
L
S
-
3
,
7
/
1
3
/
2
0
2
1
1
0
:
0
0
:
3
6
A
M
,
V
G
e
n
t
r
y
,
1
:
1
30
%
R
E
V
I
E
W
-
N
O
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
FI
L
E
:
PR
O
J
E
C
T
N
O
:
CA
D
:
QU
A
L
I
T
Y
A
S
S
U
R
A
N
C
E
:
DR
A
W
I
N
G
H
I
S
T
O
R
Y
DA
T
E
D
E
S
C
R
I
P
T
I
O
N
PH
A
S
E
1
CR
O
S
S
S
E
C
T
I
O
N
S
-
G
R
A
V
E
S
A
V
E
N
U
E
N
O
R
T
H
S
I
D
E
W
A
L
K
GR
A
V
E
S
A
V
E
N
U
E
S
A
F
E
R
O
U
T
E
S
T
O
S
C
H
O
O
L
SI
D
E
W
A
L
K
I
M
P
R
O
V
E
M
E
N
T
S
ES
T
E
S
P
A
R
K
,
C
O
L
O
R
A
D
O
C7.1
KP
C
20
2
3
1
_
X
S
E
C
T
_
P
R
O
D
.
D
W
G
VJ
G
07
/
0
5
/
2
0
2
1
30
%
D
E
S
I
G
N
P
L
A
N
S
E
T
------
------
-
-
CD
O
T
2
3
0
2
7
VERTICAL SCALE: 1"=10'
10 5 0
HORIZONTAL SCALE:1" = 10'
10 20
P:
\
2
0
2
3
1
_
E
s
t
e
s
_
G
r
a
v
e
s
_
A
v
e
_
S
R
T
S
\
C
A
D
D
_
C
3
D
\
P
R
O
D
U
C
T
I
O
N
_
D
W
G
\
2
0
2
3
1
_
X
S
E
C
T
_
P
R
O
D
.
d
w
g
,
C
7
.
1
G
R
A
V
E
S
A
V
E
N
U
E
N
O
R
T
H
S
I
D
E
W
A
L
K
X
S
E
C
T
I
O
N
S
,
7
/
1
3
/
2
0
2
1
1
0
:
0
1
:
0
0
A
M
,
V
G
e
n
t
r
y
,
1
:
1
PROJECT CONTROL
BASIS OF BEARING:
CONSIDERING THE NORTH LINE OF LOT 21 OF REPLAT OF LOTS 11 THROUGH 16 OF EAST MULBERRY SUBDIVISION, COUNTY OF
LARIMER, STATE OF COLORADO TO BEAR S60° 53' 22”E BETWEEN THE NORTHWEST CORNER, BEING MARKED BY A NO.4 REBAR
WITH YELLOW PLASTIC CAP STAMPED LS 38318, AND THE NORTHEAST CORNER, BEING MARKED BY A NO.4 REBAR WITH YELLOW
PLASTIC CAP STAMPED LS 38318, BASED UPON G.P.S. OBSERVATIONS AND THE CITY OF FORT COLLINS GROUNDMASTER
COORDINATE SYSTEM, WITH ALL BEARINGS CONTAINED HEREIN RELATIVE THERETO.
PROJECT DATUM: NAVD88
ELEVATION: 4942.21 FT
BENCHMARK R-402
VERT ORDER - FIRST CLASS II
MARKER:DB=BENCHMARK DISK
SETTING: 41=SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK
STAMPING: R 402 1984
STABILITY: A=MOST RELIABLE AND EXPECTED TO HOLD
STABILITY: POSITION/ELEVATION WELL
HISTORY - 1984 MONUMENTED NGS
STATION DESCRIPTION
DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
IN FORT COLLINS, AT THE JUNCTION OF 9TH STREET AND LINCOLN AVENUE, IN
THE EAST EDGE OF THE CONCRETE FOOTING FOR HIGHLINE TOWER NUMBER 29,
47.8 METERS (156.8 FT) NORTH OF THE CENTERLINE OF THE AVENUE,
22.3 METERS (73.2 FT) WEST OF THE CENTERLINE OF THE STREET, AND
0.2 METERS (0.7 FT) WEST OF THE EAST EDGE OF THE FOOTING. NOTE - THE
FOOTING IS 96-INCHES IN DIAMETER, 26-1/2 FEET DEEP AND SET INTO 9 FEET
OF BEDROCK
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29
UNADJUSTED FOR THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29
UNADJUSTED = NAVD88 -2.84'LARIMER COUNTY DRAWING REVIEW
REVIEWED BY:
LARIMER COUNTY ENGINEERING DATE
THE LARIMER COUNTY REVIEW CONSTITUTES COMPLIANCE WITH THESE STANDARDS. REVIEW BY
THE COUNTY DOES NOT CONSTITUTE APPROVAL OF THE PLAN DESIGN.
THIS REVIEW DOES NOT CONSTITUTE REVIEW/APPROVAL OF ANY PRIVATE ON-SITE IMPROVEMENTS
WHICH MAY BE SHOWN. THESE PLANS ARE INTENDED TO BE FOR COUNTY REVIEW OF PUBLIC
IMPROVEMENTS ADJACENT TO THE PROPERTY. CONSTRUCTION OF ON-SITE PRIVATE
IMPROVEMENTS CANNOT COMMENCE UNTIL ALL REQUIRED TRAFFIC WORSHEET OR STUDY(S), FINAL
DEVELOPMENT PLAN(S), SPECIAL REVIEW(S), AND BUILDING PERMIT(S) ARE COMPLETE, APPROVED
AND ON FILE WITH LARIMER COUNTY.
LARIMER COUNTY INDEMNIFICATION STATEMENT
THE ENGINEER WHO HAS PREPARED THESE PLANS, BY EXECUTION AND/OR SEAL HEREOF DOES
HEREBY AFFIRM RESPONSIBILITY TO THE COUNTY, AS A BENEFICIARY OF SAID ENGINEER'S WORK,
FOR ANY ERRORS AND OMISSIONS CONTAINED IN THESE PLANS, AND APPROVAL OF THESE PLANS BY
THE LARIMER COUNTY ENGINEERING DEPARTMENT SHALL NOT RELIEVE THE ENGINEER WHO HAS
PREPARED THESE PLANS OF ANY SUCH RESPONSIBILITY. FURTHER, TO THE EXTENT PERMITTED BY
LAW, THE ENGINEER HEREBY AGREES TO HOLD HARMLESS AND INDEMNIFY LARIMER COUNTY, AND
ITS OFFICERS AND EMPLOYEES, FROM AND AGAINST ALL LIABILITIES, CLAIMS, AND DEMANDS WHICH
MAY ARISE FROM ANY ERRORS AND OMISSIONS CONTAINED IN THE PLANS.
PROFESSIONAL ENGINEER CERTIFICATION
THESE CONSTRUCTION PLANS FOR ALLEN SERVICES PLUMBING & HEATING WERE PREPARED BY ME (OR
UNDER MY DIRECT SUPERVISION) IN ACCORDANCE WITH THE REQUIREMENTS OF THE ROAD STANDARDS
AND THE STORMWATER DESIGN STANDARDS FOR LARIMER COUNTY."
ENGINEER'S NAME: JOHN E. TUFTE, PE
COMPANY: SANDERSON STEWART
MONTH, DAY, YEAR
VICINITY MAP
PREPARED FOR:
TOWN OF ESTES PARK - PUBLIC WORKS DEPARTMENT
ESTES PARK, CO. 80517
P.O. BOX 1200
ESTES PARK, COLORADO
SIDEWALK IMPROVEMENTS
GRAVES AVENUE SAFE ROUTES TO SCHOOL
PHASE 2
PROJECT NO:
NORTH
425 West Mulberry Street, Ste 201 Fort Collins, Colorado 80521 970.797.2504 sandersonstewart.com
NOTE:
-EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE
ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE
STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS.
-UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN
THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS
ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED.
CDOT 23027 30% REVIEW - NOT FOR CONSTRUCTION
SHEET TITLE
C1.1 COVER
C1.2 LEGENDS & ABBREVIATIONS
C2.1 EXISTING CONDITIONS AND DEMOLITION PLAN
C3.1 OVERALL SITE PLAN
C4.1 GRADING PLAN
C5.1 PLAN & PROFILE-GRAVES AVENUE SOUTH SIDEWALK-STA 10+00-16+00
C5.2 PLAN & PROFILE-GRAVES AVENUE SOUTH SIDEWALK-STA 16+00-21+50
C6.1 DETAILS
C6.2 DETAILS
C6.3 DETAILS
C7.1 CROSS SECTIONS-GRAVES AVENUE SOUTH SIDEWALK
SITE
CO
M
M
U
N
I
T
Y
D
R
.
S
T
.
V
R
A
I
N
A
V
E
.
BRODIE AVE.
GRAVES AVE.
CONTACTS
OWNER TOWN OF ESTES PARK, PUBLIC WORKS
DEPARTMENT,
ATTN: RYAN BARR,
970-577-3575
CIVIL ENGINEER/SURVEYOR/ SANDERSON STEWART
LANDSCAPE ARCHITECT 425 WEST MULBERRY STREET, STE. 201
FORT COLLINS, CO 80521
970-893-1688
WATER TOWN OF ESTES PARK WATER DIVISION,
CHRIS ESHELMAN,
970-577-3630
SANITARY SEWER ESTES PARK SANITATION DISTRICT,
JIM DUELL,
970-586-2866
UPPER THOMPSON SANITATION DISTRICT,
MATT ALLEN,
970-586-4544
ELECTRIC TOWN OF ESTES PARK POWER &
COMMUNICATIONS DIVISION,
TYLER BOLES,
970-577-3607
FIBER TRAILBLAZER BROADBAND,
JOE LOCKHART,
970-577-3613
TELECOM CENTURYLINK,
JUSTIN WALLACE,
970-381-8449
TDS,
JASON PATRICK,
970-539-0592
GAS XCEL ENERGY,
JODY HUTCHINSON,
970-225-7834
P:
\
2
0
2
3
1
_
E
s
t
e
s
_
G
r
a
v
e
s
_
A
v
e
_
S
R
T
S
\
C
A
D
D
_
C
3
D
\
P
R
O
D
U
C
T
I
O
N
_
D
W
G
\
2
0
2
3
1
_
C
O
V
E
R
_
P
H
2
.
d
w
g
,
C
O
V
E
R
,
7
/
6
/
2
0
2
1
1
0
:
5
9
:
3
3
A
M
,
V
G
e
n
t
r
y
,
1
:
1
30
%
R
E
V
I
E
W
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
FI
L
E
:
PR
O
J
E
C
T
N
O
:
CA
D
:
QU
A
L
I
T
Y
A
S
S
U
R
A
N
C
E
:
DR
A
W
I
N
G
H
I
S
T
O
R
Y
DA
T
E
D
E
S
C
R
I
P
T
I
O
N
PH
A
S
E
2
LE
G
E
N
D
S
&
A
B
B
R
E
V
I
A
T
I
O
N
S
GR
A
V
E
S
A
V
E
N
U
E
S
A
F
E
R
O
U
T
E
S
T
O
S
C
H
O
O
L
SI
D
E
W
A
L
K
I
M
P
R
O
V
E
M
E
N
T
S
ES
T
E
S
P
A
R
K
,
C
O
L
O
R
A
D
O
C1.2
KP
C
20
2
3
1
_
C
O
V
E
R
_
P
H
2
.
D
W
G
VJ
G
07
/
0
5
/
2
0
2
1
30
%
D
E
S
I
G
N
P
L
A
N
S
E
T
------
------
-
-
CD
O
T
2
3
0
2
7
EW = FINISHED GRADE AT EDGE OF WALK
TC = FINISHED GRADE AT TOP BACK OF CURB
BC = FINISHED GRADE AT BUILDING CORNER
TW = FINISHED GRADE AT TOP OF WALL
AC = FINISHED GRADE AT ASPHALT
EA = FINISHED GRADE AT EDGE OF ASPHALT
EC = FINISHED GRADE AT EDGE OF CONCRETE
SDI = STORM DRAIN INLET
SDMH = STORM DRAIN MANHOLE
FL = FINISHED GRADE AT FLOWLINE
FG = FINISHED GRADE
EX = APPROXIMATE EXISTING ELEVATION
POC = POINT ON CURVE
WTR = WATER
PI = POINT OF INTERSECTION
PRC = POINT OF REVERSE CURVE
RT = RIGHT
LT = LEFT
SS = SANITARY SEWER
PT = POINT OF TANGENCY
SD = STORM DRAIN
GV = GATE VALVE
BFV = BUTTERFLY VALVE
RED = REDUCER
LF = LINEAL FOOT
FT = FEET
SSMH = SANITARY SEWER MANHOLE
BVC = BEGIN VERTICAL CURVE
CS = CURB STOP
EVC = END VERTICAL CURVE
PVI = POINT OF VERTICAL INTERSECTION
ABBREVIATIONS
KEYNOTE CALL OUT
(SEE KEYNOTE LEGEND)
SRVC = SERVICE
(TYP.) = TYPICAL
PC = POINT OF CURVATURE
NOTE:
-EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE
ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE
STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS.
-UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN
THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS
ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED.
GR = EXISTING GRADE AT GROUND
BRK = GRADE BREAK
HP = HIGH POINT
LINETYPES
SYMBOLS
STORM DRAIN
CONTOUR
CURB AND GUTTER
EDGE OF ASPHALT
EDGE OF GRAVEL
PROPOSED
DEMO AREA
PROPOSED ASPHALT
PROPOSED CONCRETE
PROPOSED GRAVEL
CURB CUT
ELECTRIC BOX
SANITARY MANHOLE
MAILBOX
VALVE BOX HANDICAP RAMP
FENCE GATE
FOUND MONUMENT AS DESCRIBED
ELECTRIC TRANSFORMER
WATER MANHOLE
GAS MARKER
POWER POLE
WOOD POST
T-POST
STEEL POST
TELEPHONE PEDESTAL
WATER SHUTOFF VALVE
SIGN
DECIDUOUS TREE
CONIFEROUS TREE
WATER VALVE
ELECTRIC VAULT
FIBER OPTIC VAULT
CONTROL POINT
LANDSCAPE ROCK
FIRE HYDRANT
GUY WIRE
EDGE OF ASPHALT
OVERHEAD ELECTRIC LINE
ELECTRIC LOCATE
FENCE
CHAIN LINK FENCE
FIBER OPTIC LOCATE
FLOW LINE
GAS LOCATE
EDGE OF GRAVEL
PIPE
SANITARY LINE
WATER LOCATE
EASEMENT LINE
MAJOR CONTOUR
MINOR CONTOUR
RIGHT OF WAY LINE
EXISTING
P:
\
2
0
2
3
1
_
E
s
t
e
s
_
G
r
a
v
e
s
_
A
v
e
_
S
R
T
S
\
C
A
D
D
_
C
3
D
\
P
R
O
D
U
C
T
I
O
N
_
D
W
G
\
2
0
2
3
1
_
C
O
V
E
R
_
P
H
2
.
d
w
g
,
L
E
G
E
N
D
S
,
7
/
6
/
2
0
2
1
1
0
:
5
9
:
3
8
A
M
,
V
G
e
n
t
r
y
,
1
:
1