HomeMy WebLinkAbout3365; CARLSBAD BL & CANNON RD; ALIGNMENT STUDY OVER PORTIONS OF CARLSBAD BL AND CANNON RD; 1993-02-22E
·I
.·"[
t·
•.,
·[
·[
E
[
.E
E
·[
E
E .
E
E
t
E
',[
ALIGNMENT STUDY OVER PORTIONS
OF CARLSBAD BOULEVARD
AND CANNON ROAD
FOR:
THE CITY OF CARLSBAD
PREPARED BY:
LEEDSHILL•HERKENHOFF, INC.
5820Oberlln Drive, sune 101
San Dlego,CA 92121-3743
DATE: FEBRUARY 22, 1993
FINAL SUBMITTAL
---TABLE OF CONTENTS
.. --INTRODUCTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1
-PROJECT SITE OVERVIEW . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 -METHOD . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 -
... ISSUES AND CRITERIA . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 ------------.. ---------
ALTERNATIVE ALIGNMENTS...................................... 11
RECOMMENDATIONS ........................................... 23
APPENDIX 1 -REDUCED PLANS
APPENDIX 2 -COST AND QUANTllY ESTIMATE -CARLSBAD BLVD.
APPENDIX 3 -COST AND QUANTllY ESTIMATE -CANNON ROAD
APPENDIX 4 -MEDIAN LANDSCAPE TREATMENT PHOTOGRAPHS
APPENDIX 5 -SURVEY NOTES
-carlsbad.pr ---
,,,.
.. -
-INTRODUCTION ------
-------
-----..
------------
This report summarizes the methods used and the issues encountered during the
Planning Study process. It also includes recommendations of the preferred alignments
along both Carlsbad Boulevard and Cannon Road. The limits of the roadways included
in the study are as follows:
CARLSBAD BLVD.-from 800' north of the intersection at Cannon Road southerly
to just south of Manzano Drive a distance of 3400'.
CANNON RD.-from the intersection at Carlsbad Blvd. easterly to just west of the
AT&SF railroad tracks a distance of 1200'.
The goal of this study is to provide engineering guidelines for the Mure improvement of
Carlsbad Blvd. and Cannon Rd. The guidelines developed for these two streets should:
1)
2)
3)
4)
Ensure that the widened street will accommodate Mure traffic volumes and
turning movements.
Recognize the importance of on-street parking.
Provide for pedestrian and bicycle safety.
Ensure that reasonable driveway access is maintained to serve the
properties fronting along Carlsbad Blvd.
1
------
-
-----------------------------
PROJECT SITE OVERVIEW
The limits of Carlsbad Blvd. as defined above begin at the southerly end of the
improvements constructed per the Carlsbad Boulevard (Phase 11) improvement plans
signed in 9/88. The roadway cross section constructed per these plans has an 82' curb
to curb width, a 12' raised and landscaped median, and 5' sidewalks on both sides of the
road. This cross section provides two 12' travel lanes and a 6' bike lane on the
northbound side and two 12' travel lanes, a 6' bike lane and a 1 O' parking lane on the
southbound side. As you proceed southerly into the limits of this planning study,
Carlsbad Blvd. narrows to a paved width of approximately 48' at the intersection with
Cannon Rd. The 48' wide cross section utilizes a painted median and does not include
any curb and gutter or sidewalk improvements. This cross section extends southerly to
just south of Shore Drive South. At this point the easterly edge of pavement is replaced
with a rolled curb and gutter, but the overall pavement width (48') and painted median
features remain the same. This cross section continues southerly to Manzano Drive
which is the southerly limit of this study.
A key feature throughout this study area is the difference in pad elevations of the
residences on the east and west sides of the boulevard between Cannon Rd. and Cerezo
Drive. The homes on the east side are typically elevated 4' to 7' above the existing edge
of pavement, and the homes on the west side are typically 4' to 7' below the existing
edge of pavement. Throughout this segment of Carlsbad Blvd., SDG&E recently
completed a utility conversion project. In coordination with City staff these facilities, which
2
-...
·-·-
·-·-
••
...
••
·-••
....
, .•
·-
---------
predominantly run along the westerly side of the boulevard, were installed with an
additional 3' to 4' of cover in anticipation of Mure improvement alignments. In the
segments of Carlsbad Blvd. to north and south of this center segment, the adjacent
residences and improvements are very close to the existing pavement elevations.
At a minimum, the existing right of way along Carlsbad Blvd. is 100' wide. In most cases,
the area between the edge of pavement and the right-of-way line is being used by the
adjacent property owner for on-street parking and landscaping .
The limits of Cannon Road, as described above, includes two basic cross sections .
Starting from the intersection at Carlsbad Blvd. the roadway cross section consists of a
44' wide roadbed with an AC berm along the southerly edge, and curb & gutter and a
sidewalk along the northerly edge. This cross section continues easterly to the
intersection with El Arbol Drive. To the east of El Arbol the roadbed begins to widen and
the berm on the southerly edge is replaced with a curb & gutter and sidewalk. This cross
section transitions into an 82' wide curb to curb section by the time it reaches the AT&SF
right-of-way line, which corresponds to the easterly limits of this study. From station
11 + 75 to El Arbol Dr., the side yards of the residences on the south side of the road are
elevated approximately 2'-4' above Cannon Rd.
-The existing right-of-way along Cannon Rd. is 79' wide from Carlsbad Blvd. to El Arbol -Dr. with the following exception: The property at the corner of Carlsbad Blvd. and ---3
---
--
-------------------
Cannon Rd. was recently developed, and an additional 6' of right of way was thereby
dedicated to the City which increases the width to 85'. From El Arbol easterly, the right-
of-way gradually increases to 102' at the AT&SF right-of-way.
A common feature for both roadways is the Park site on the northeast corner of Carlsbad
Blvd. and Cannon Rd. This Park is relatively flat in topography, sloping gradually from
east to west. The frontage along Carlsbad Blvd. consists of curb & gutter only whereas
the frontage along Cannon Rd. includes both curb & gutter and sidewalk. The curblines
along the park frontage do not allow parking due to the lack of street width along
Carlsbad Blvd., and the lack of width and right turn movements along Cannon Rd. Many
of the residents that drive to this Park are parking their vehicles along Cannon Rd., just
to the east of the Park, and then walking down the sidewalk on the north side of Cannon
Rd. to the Park site.
-Both Carlsbad Blvd. and Cannon Rd. are designated as Major Arterial streets. The --
--------.. ---
standard street cross section for a Major Arterial consists of an 82' curb to curb width,
with curb & gutter and sidewalks on both sides and an 18' raised median within a 102'
right-of-way. This cross section includes two 12' travel lanes and an 8' emergency
parking/bike lane in both directions.
4
--------
.. ------... ----
-----------... ----
METHOD
The method used to prepare this Alignment Study, was based on the level of accuracy
and detail deemed appropriate for a Planning Study as discussed during the "Scope of
Work" negotiations. As a result of these discussions, the following base map information
was generated for use in preparing the various alignment alternatives. A topographic map
was generated at a scale of 1" = 20' with a 1' contour interval from aerial photography
flown specifically for this project in March of 1992. The aerial photogrammetry was tied
in to field surveyed control panels that were, in turn, tied into the existing centerlines of
both roads as established by a field survey. The right-of-way lines were located based
on Final/Record maps relative to the project site. In addition to utilizing the aerial
photogrammetry, field surveys were completed to more accurately identify the cross-
section of the existing ground at 15 driveways throughout the study area. Survey notes
establishing the existing centerline, aerial photography control and driveway cross-
sections are included as Appendix 5. The preparation of the base map information also
included a search of utility facilities. As-built plans were acquired from the various utilities
that have facilities in the area, and these facilities were added to the base map per the
information/plans received and a field review of the site. Having assembled the
information noted above, the existing conditions were sufficiently described for the
preparation of the Planning Study alternatives.
5
----------.. -------------
--------
----
To supplement the base map information compiled, meetings with the City Engineering
staff were conducted. At these meetings issues relative to the roadway dimensions, such
as the preferred and minimum width of medians, travel lanes, bike lanes, and parking
lanes, were discussed. The meetings also included discussions regarding the location
of utilities and the City's perspective on property acquisition issues. The most important
feature, relative to the preparation of the alternatives that was presented to and discussed
with City staff was the utilization of a split roadbed design along Carlsbad Blvd. between
Cannon Road and Shore Drive South, and the resultant effects on driveway access and
traffic routing.
After identifying the existing conditions, design guidelines and preferences the various
alternatives were developed. Three alternatives were developed for Carlsbad Blvd. and
one alternative was generated for Cannon Rd. The Carlsbad Blvd. alternatives were split
into three segments with various features incorporated into each segment. The segments
are roughly as follows:
Segment 1 -800' north of Cannon Rd. to Cannon Rd.
Segment 2 -Cannon Rd. to Shore Drive South
Segment 3 -Shore Drive South to Manzano Drive.
The cross section features that vary between these segments include the width of the
median, provisions for parking lanes, and the width of the parkway behind the face of
curb (ie: horizontal alignment).
6
--------------------------------------
The project also includes the preparation of a single alternative along Cannon Rd. The
alternative generated satisfies the desire to create two lanes of traffic and a bike lane in
each direction. These criteria resulted in the use of narrower traveled lanes from just east
of the Carlsbad Blvd. to just east of El Arbol Drive. From El Arbol Dr. to the railroad
tracks, the roadbed and therefore the lanes widen out as the right-of-way widens.
The methodology and scope of issues considered to date during the preparation of this
report, do not include a couple of features which may ultimately impact the selection of
the preferred alternative. One feature that has not been studied is the preference of the
public regarding the various project features and the associated capital costs. Another
issue that is not included is the potential environmental impacts and mitigation features
which may be required. Each of these topics may be explored during Mure development
of this project, as deemed necessary, to refine the preferred alignment and proceed with
construction plans. This study includes issues regarding the public health, safety and
welfare relative to roadway design.
ISSUES AND CRITERIA
CARLSBAD BOULEVARD:
The most important issue resolved during the preparation of the alignments along
Carlsbad Blvd., was how to maintain driveway access to the properties between
Cannon Rd. and Cerezo Drive. In order to provide a roadway with the required
capacity and features, such as sidewalks, bike lanes, and parking, the new curb
7
-.. -------
---------------
------------
line elevations encroach beyond the beginning of the existing driveways and,
therefore, the vertical grades of the roadway must be adjusted. The fact that the
residences on the east side are elevated and the residences on the west side are
depressed, relative to the existing roadbed, results in the need to utilize a split-
grade roadbed to accommodate continued access to the residences on both
sides.
Another issue is the status of the on-street parking that is currently being utilized
within the public right-of-way. In many cases, the private residences have installed
retaining walls and paved parking spaces within the public right-of-way to create
additional parking spaces. The implication being that any alternative that would be
acceptable to the local residences would retain the on-street parking similar to
what is currently being used. This property, which is outside the roadway surface
but within the public right-of-way, is also being used as a landscape buffer and as
additional driveway length to ease the transition from the street elevation to the
garage elevation. The width of the existing right-of-way along the majority
Carlsbad Blvd. is 100', which is less than the standard Major Arterial right-of-way
width of 102'. Given the existing improvements and the necessary modifications
to the section, the existing right-of-way is sufficient to accommodate the
construction of the proposed improvements for all three alternatives. There are
three properties that have dedicated additional right-of-way width along Carlsbad
Blvd.; two located just south of Cerezo Dr. widen out to 101' and the property on
8
-----------------
----
-
-------------
the southeast corner of the Carlsbad Blvd. and Cannon Rd. intersection widens out
to 107'.
Another issue, which was considered in preparing the split-grade roadbed
segments, was the constraints of the median itself. The minimum width median
along Carlsbad Blvd. was established as 12' wide by City staff. This width will
result in a maximum slope across the median in conjunction with the split roadbed
of 2: 1. This slope will enable the landscape material to grow and be maintained
more easily and will also avoid the appearance of an abrupt vertical separation.
The theme of the landscape, as discussed during the project scoping sessions, will
be similar to the theme developed throughout the Carlsbad Blvd. (phase 11) project.
This theme incorporates palm trees supplemented with low profile plants that
flourish in the coastal environment. The hardscape in the medians consists of
colored concrete surfaces. Photographs of the medians along the Carlsbad Blvd.
(Phase 11) project are included in Appendix 4.
As the alignments proceed southerly from South Shore Drive, the horizontal
alignment shifts to the west, as much as possible, to minimize the impact of the
widening on the residences, which are only on the east side throughout this
segment. This shift to the west protects the existing improvements on the east
side, many of which are within the public right-of-way.
In addition to satisfying the constraints of the existing improvements, each of the
alternatives must maintain a roadway section capable of conveying the projected
9
------------
-------------------------
traffic volumes. In the case of Carlsbad Blvd. and Cannon Rd., this refers to both
the vehicular and bicycle traffic. To satisfy this criteria, the alternatives include a
minimum cross section with two travel lanes and a bike lane in each direction.
CANNON ROAD:
Throughout the limits of Cannon Rd., the property to the north is under the
ownership of SDG&E. A portion of this property is currently being used as a
relatively small park at the intersection with Carlsbad Blvd. The right-of-way line
on the north side follows the curb and gutter alignment at a constant 8' +/-offset,
and therefor there is no excess existing right-of-way available to the north.
' The existing right-of-way width along Cannon Rd. from Carlsbad Blvd. to El Arbol
Dr. is approximately 79', which results in a minimal parkway width outside the
southerly sidewalk from Carlsbad Blvd. to El Arbol Dr. This minimal width and the
difference in elevation of Cannon Rd. from station 10+ 75 to El Arbol Dr.,
necessitate the construction of a low retaining wall. The only residence in this
segment of Cannon Rd. that currently has a legal access driveway along Cannon
Rd., is right at the intersection with Carlsbad Blvd. When this residence was
constructed, the City acquired an additional 6' right-of-way width to accommodate
future improvements. The property on the westerly corner of Los Robles Dr. is
utilizing a driveway that is not a City approved use or access point onto Cannon
Rd. The property on the westerly corner of El Arbol Dr. is using a driveway and
a stairway access from the side yard to Cannon Rd.
10
-... --
-ALTERNATIVE ALIGNMENTS ---
-----------
-----------------
CARLSBAD BOULEVARD:
Each of the three alternatives along Carlsbad Blvd. provide, at a minimum, a four
lane roadway with a 12' median, and 5' bikelanes and, sidewalks on both sides.
The major difference between the alternatives is the amount and location of on
street parking provided. Alternatives 1 & 2 provide for a dual left turn movement
form southbound Carlsbad Blvd. to eastbound Cannon Road. Alternative 3 utilizes
the existing curbline along Carlsbad Blvd. just north of Cannon Rd., and as a
result, there is not enough width to incorporate the dual left turn lanes and the
other cross-section features at the intersection with Cannon Rd. The vertical
alignment of each alternative, to the north of Cannon Rd. and the south of Shore
Drive South, utilizes the existing standard crown section. The vertical alignment
of each alternative between Cannon Rd. and Shore Drive South must utilize a split
roadbed cross section to maintain access to the adjacent residences. Since the
amount of the split required to maintain access to adjacent properties depends on
the overall width of the roadbed, the amount of grade separation between the
north and southbound lanes is different for each alternative. The width of the
roadbed in this center segment varies, depending on whether there is parking on
both sides, one side, or none at all. Attached in Appendix 1 are reduced plan
sheets that depict the proposed roadway configuration for each alternative.
11
-... ---
-I ------------------------------
The following tables summarize the various roadway cross section features of each
alternative.
ALTERNATIVE #1
Limits ... I 8+00-13+00 Feature l 13+00-16+25 16+25-26+75 26+75-44+00
Curb to Curb Width 82' to 88' 88' 88' to 78' 86'
12' Travel Lanes 4 4 4 4
8' Parking East YES YES YES YES
8' Parking West YES NO NO YES
5' Bike Lane East YES YES YES YES
5' Bike Lane West YES YES YES YES
Median Width Qncludes 12' to 15' 20' to 22' 22' to 12' 12'
10' turn pockets)
Crown or Split-CROWN CROWN SPLIT-GRADE CROWN
Grade Section
Distance to Curbface 5' to 7' 7' 7' 7'to 9'
from East ROW Line
Distance to Curbface 12' to 5' 5' 5' to 15' 7' to 5'
from West ROW Line
ALTERNATIVE #2
Limits-+
Feature l 8+00-13+00 13+00-16+25 16+25-26+75 26 + 75-32 + 50 32 + 50-44 + 00
Curb to Curb Width 82' to 86' 86' 86' 86' 86'
12' Travel Lanes 4 4 4 4 4
8' Parking East YES YES YES YES YES
8' Parking West YES NO YES YES YES
5' Bike Lane East YES YES YES YES YES
5' Bike Lane West YES YES YES YES YES
Median Width 12' to 15' 20' to 22' 18' to 12' 12' 12'
Qncludes 10' tum pockets)
Crown or Split-Grade Section CROWN CROWN SPLIT-GRADE CROWN CROWN
Distance to Curbface 5' to 7' 7' 7' 7' to 9' 9'
from East ROW Line
Distance to Curbface 12' to 5' 5' 7' 7'to 5' 5'
from West ROW Line
12
------
----------
-
--------
---... ---
ALTERNATIVE #3
Limits .. 18+00-13+0C 13+00-16+2f 16+25-26+~ 126 + 75-29 +oc 29 +00-30 + OC 30 + 00-44 + 00 Feature l
Curb to Curb Width 82' to 70' 70' 70' to 73' 70' 70' to 76' 76'
12' Travel Lanes 4 4 4 4 4 4
8' Parking East NO NO NO NO NO NO
8' Parking West NO NO NO NO NO NO
5' Bike Lane East YES YES YES YES YES YES
5' Bike Lane West YES YES YES YES YES YES
Median Width 12' 12' 12' to 15' 12' 12' to 18' 18'
Qncludes 10' turn pockets)
Crown or Split-Grade Section CROWN CROWN SPLIT-GRADE CROWN CROWN CROWN
Distance to Curbface from 5' to 18' 18' to 15' 15' 15' to 18' 18' to 19' 19'
East ROW Line
Distance to Curbface from 12' 12' to 15' 15' to 12' 12' 12' to 5' 5'
West ROW Line
Even though each of these alternatives would require the removal/relocation of
private improvements within the public right-of-way, none would require the
acquisition of additional right-of-way along Carlsbad Blvd. To help define the
impacts of each alternative on the existing facilities, the following is a description
of significant features along the study area that would be impacted by the
alignment alternatives. Starting from station 8 + 00, which is approximately 800'
north of Cannon Rd., and proceeding southerly, the significant existing features are
as follows:
From station 8 + 00 to 13 + 00 at Tierra Del Oro Street, the westerly parkway has an
existing concrete sidewalk that parallels the right-of-way line behind an asphalt
13
-
.. ---
------------------------------
concrete berm that transitions toward the centerline. With the exception of the
concrete sidewalk the parkway is dirt. Beneath the westerly parkway there are
telephone and electric utility lines. At the intersection with Tierra Del Oro Street
there is a telephone utility pedestal and an SDG&E vault located just behind the
existing asphalt concrete berm and in front of the sidewalk. Along the easterly
parkway there are two access driveways into the SDG&E property. This edge of
the roadway has a concrete curb and gutter that is offset 13' to the west of the
curb and gutter that was constructed north of the project site, in front of the
SDG&E plant. The dirt parkway behind the existing curb and gutter does not have
a sidewalk, but it does have eight palm trees and some miscellaneous utility
services. The most notable of these services is a waterline blow-off assembly
located at station 12 + 25.
Continuing southerly from station 13 + 00 to 17 + 00 at Cannon Road, the westerly
parkway consists of a dirt area adjacent to the backyard fences of the private
residences along Tierra Del Oro St. These residences do not have direct access
onto Carlsbad Blvd. The private utilities (IE: telephone, gas, electric and cable TV)
continue to run parallel to the centerline in the westerly parkway, with a major
junction located near station 16 + 80. At this junction with the utilities from Cannon
Rd., there are multiple utility pedestals and an SDG&E vault. The park site is
immediately behind the easterly curb and gutter. There is no sidewalk adjacent to
this curb and gutter. The only utility in the easterly parkway is a 4" gas line that
runs parallel to the centerline.
14
------
------------------------------
From station 17 + 00 southerly to station 29 + 00, the private residences on both
sides of the boulevard have direct driveway access onto Carlsbad Blvd. As noted
before, the elevation of the homes along the west side are below the existing edge
of pavement and the homes along the easterly side are above the existing edge
of pavement. Along the westerly side of the boulevard, the properties typically do
not have any walls or other hardscape features within the right-of-way except for
driveways. There is no defined curbline, and therefore some of the duplex
residences along this segment of the boulevard use the dirt parkway for on-street
parking. The private utilities continue to run parallel to the centerline. There are
a number of large vaults and numerous pedestals throughout this segment of
Carlsbad Boulevard. In addition to the private utilities, the westerly parkway has
an, apparently abandoned, 4" waterline which runs parallel to and westerly of a 6"
waterline, which is located at the existing edge of pavement. Along the easterly
curbline, the homeowners have constructed retaining walls and other
improvements to enable them to park along the boulevard. Many of these walls
were constructed at or near the right-of-way line, but in order to facilitate the
driveway transition from the roadway up to the garage elevation, the walls were
extended into the right-of-way. The existing utilities located along the easterly
parkway include the 4" gas line and a 6" waterline.
From station 29+00 southerly to the end of the project at station 44+00 just south
of Manzano Drive, the property to the west is undeveloped. The dirt area, from the
edge of pavement west to a guard rail barrier, is being used for parking. This area
15
--
-
---------------------------------
is approximately 15' in width and is entirely within the existing right-of-way. The
private utilities and the 6" waterline continue southerly in the westerly parkway until
station 28 + 50, where the private utilities cross over to the east side and the
waterline serves the final developed parcel. The residences along the easterly
curbline continue southerly to Manzano Drive. On the east side of the boulevard,
the residences to the north of Cerezo Dr. (Sta. 33+00) are elevated above the
existing edge of pavement while the residences to the south of Cerezo Dr. are at
the same grade as the boulevard. The private utilities, that crossed form the west
to the east side at station 28 + 50, continue southerly to Manzano Drive.
The following table summarizes the impacts of the alternatives on the existing
features, as described above.
I
Limits
I
Sewer
* Water
Storm Drain
* Gas
*/-Electric
* Phone
* T.V.
Private Walla & Hardacape
On-Street Parking East
On-Street Parking West
CARLSBAD BLVD.
ALTERNATIVE #1
8+00-13+00 13+00-16+25
Impact Impact
NO NO
YES NO
NO NO
YES YES
YES YES
YES YES
YES YES
NO NO
GAIN GAIN
GAIN NO CHANGE
16
16+25-26+75 26 + 75-44 + 00
Impact Impact
NO NO
YES YES
NO NO
YES YES
YES YES
YES YES
YES YES
YES YES
GAIN GAIN
LOSS GAIN
--------------------------------------
CARLSBAD BLVD.
ALTERNATIVE #2
Limits 8+00-13+00 13+00-16+25 16+25-26+75 26+7~+50 32+50-44+00
Impact Impact Impact Impact
Sewer NO NO NO NO
* Water YES NO YES YES
Storm Drain NO NO NO NO
* Gas YES YES YES YES
*/** Electric YES YES YES YES
*
*
Phone YES
T.V. YES
Private Walls & Hardscape NO
On-Street Parking East GAIN
On-Street Parking West GAIN
Limits 8+00-13+00
Impact
Sewer NO
* Water NO
Storm Drain NO
* Gas NO
*/** Electric YES
* Phone YES
* T.V. YES
Private Walls & Hardscape NO
On-Street Parking East NO CHANGE
On-Street Parking West NO CHANGE
NOTES
YES YES
YES YES
NO YES
GAIN GAIN
NO CHANGE NO CHANGE
CARLSBAD BLVD.
ALTERNATIVE #3
13+00-16+25 16+25-26+75
Impact Impact
NO NO
NO YES
NO NO
NO NO
YES YES
YES YES
YES YES
NO YES
NO CHANGE LOSS
NO CHANGE LOSS
Impacts limited to relocation of service lines.
Impacts include relocation of vaults.
YES
YES
YES
GAIN
GAIN
26+75-29+00
Impact
NO
YES
NO
NO
YES
YES
YES
YES
LOSS
LOSS
1) *
2) **
3) No private utility transmission line relocations are required
aside from access into and out of new vault locations.
17
Impact
NO
YES
NO
YES
NO
NO
NO
YES
GAIN
GAIN
29 + 00-44 + 00
Impact
NO
YES
NO
NO
NO
NO
NO
NO
NO CHANGE
LOSS
-
----------------
-------------------
Having identified the cross section of the roadway for each alternative, and the
impacts of these sections on the existing features, the next step in the alignment
study process was to generate cost estimates for the construction of the
alternatives. The following table summarizes the planning level cost and quantity
estimates for each of the three alternatives, as included in Appendix 2.
ALT 1, $1,065,000
ALT 2, $1,215,000
ALT 3, $ 945,000
CANNON ROAD:
The alignment prepared for Cannon Rd. includes allowances for widening and
improving the intersection at Carlsbad Blvd. The intersection configuration allows
for two east bound lanes and three west bound lanes, including the protected left
turn pocket. The center lane in the west bound direction could be utilized as a
dual turn lane, allowing both right and left turns in accordance with traffic
engineering needs. Between Los Robles Dr. and El Arbol Dr., the alignment
includes a cross section with two 11' lanes, and 5' bike lanes in each direction,
and a 10' painted median that could be used for making left turns. To the east of
El Arbol Dr., as the southerly curb begins to flare out, the width of the travel lanes
are increased to 12', and subsequently the 5' bike lanes are widened to 8' to join
the existing section just west of the AT&SF tracks. As a result of the difference in
18
--
-------------
---------------------
grade, between the side yards of the residences from station 11 + 75 to El Arbol
Dr., there will need to be a retaining wall ranging from 2' to 5' in height constructed
behind the sidewalk on the southerly side of Cannon Rd.
The following table summarizes the roadway cross section features for Cannon
Road.
CANNON ROAD
Limits ..
Feature l 10+50-11+50 11+50-12+00 12+00-17+00 17+00-18+75 18+75-22+00
Curb to Curb Width 72' 72' to 64' 64' 64' 64' to 82'
Travel Lanes 5' 4-12'to 11' 4 -11' 4 -11' 4-11'to12'
5' Bike Lane North YES YES YES YES YES
5' Bike Lane South YES YES YES YES YES
Painted Median Width 4' 4' to 10' 10' 10' 10'
Retaining Wall in South Parkway NO NO YES NO NO
Distance to Curbface 8' 8' 8' 8' 8'
from North ROW Line
Distance to Curbface 5' 2' to 7.5' 7.5' to 10' 10' 10' to 13.5'
from South ROW Line
As noted previously, the property to the north of Cannon Rd. is owned by SDG&E.
The first 250' of frontage along the northern half of Cannon Rd. consists of curb
and gutter, sidewalk, a low (2' -4') retaining wall, and the park site. The
improvements along the remainder of the northerly half of the street include curb
and gutter, sidewalk, and parkway landscaping. There are two access driveways
from Cannon Rd. into the SDG&E plant facility. The first driveway, which is located
at station 18+00, is 25' wide. The second driveway, located at station 21 +35, is
19
------------------
-------------------
50' wide and is apparently used for much larger, service and construction type
vehicles. The alignment presented retains all of the existing improvements on the
north side of Cannon Rd.
For purposes of describing the existing development along the southerly side of
Cannon Road, there are four different segments. Starting at the intersection with
Carlsbad Blvd., the first segment extends 100' along the first and only private
residence that fronts onto Cannon Rd. This residence has an authorized driveway
access and a garage that is at the same grade as Cannon Rd. The roadway
includes 6' of additional right-of-way width, which was dedicated as a condition of
the residential improvements. In the dirt area behind the existing asphalt concrete
berm, there is a 10" waterline and private utilities (IE: telephone, gas, electric, and
cable TV) similar to those along Carlsbad Blvd.
The second segment, which goes from station 11 +50 to El Arbol Dr., also has a
dirt area with the same utilities behind the existing edge of pavement. The private
residences throughout this section do not front onto Cannon Rd. and they are
elevated approximately 2' to 4' above Cannon Rd. In spite of their orientation,
there are two properties along this segment that have some sort of access
constructed from their "sideyards" directly to Cannon Rd. In addition to a 2' -4'
retaining wall that is located along the right-of-way line, the property on the
westerly corner of Los Robles Dr. has a 35' wide Mdriveway" access along Cannon
20
--.. .. ------.. ---------
-
---------------
Rd. The property on the easterly corner of Los Robles Dr. has a wooden fence
at the top of a 2' -4' slope and it does not have any direct access to Cannon Rd.
The property located on the westerly corner of Los Robles has a wooden fence
at the top of the slope, in addition to access to Cannon Rd. This property has a
15' wide driveway type access to its backyard at station 15+40 and a pedestrian
stairway to its front yard at station 15 + 90 .
During the transition from Segment 1 to Segment 2, the proposed sidewalk
encroaches into the property on the westerly corner of Los Robles Drive. The
encroachment, which is approximately 17' long and 20 square feet in area, is
limited to the existing "driveway" location.
The third segment consists of the frontage along the sideyard of the property on
the easterly corner of El Arbol Dr. This is the last private residence along Cannon
Rd., and is at the same grade as Cannon Rd. Adjacent to this property, along
both El Arbol Dr. and Cannon Rd., there are full curb and gutter and sidewalk
improvements. The private utilities are in the roadway throughout this short
segment of roadway.
The fourth and final segment extends easterly to the ATS&F right-of-way. Along
this property, there is an existing curb and gutter and sidewalk but there is no
existing development. The utilities in this segment are mostly in roadway, although
21
-
--,,,. --------
----------------------
*
*
*
the electric lines do transition to behind the curb face and ultimately to an
overhead facility near the AT&SF right-of-way.
The following table summarizes the impacts of the alignment on the existing
features, as described above.
CANNON ROAD
Umits 10+50-11 +50 11 +50-12+00 12+00-17+00 17 +00-18+ 75 18+ 75-22+00
Impacts Impacts Impacts Impacts Impacts
Sewer NO NO NO NO NO
Water NO NO NO NO NO
Storm Drain NO NO NO NO NO
Gas NO NO NO NO NO
·1-Electric YES YES YES NO NO
*
*
Phone YES YES YES
T.V. YES YES YES
Proposed Retaining Wall NO NO YES
South Side
On-Street Parking North NO CHANGE NO CHANGE LOSS
On-Street Parking South NO CHANGE NO CHANGE NO CHANGE
NOTES
1) * Impacts limited to relocation of service lines.
2) ** Impacts include relocation of vaults.
NO NO
YES NO
NO NO
NO CHANGE NO CHANGE
NO CHANGE NO CHANGE
The estimated cost of construction for the Cannon Road alignment prepared is
$103,000. This cost is based on the planning level cost and quantity estimate,
included as Appendix 3.
22
... -
------------------------------
RECOMMENDATIONS
CARLSBAD BLVD:
The major difference between the three alternatives along Carlsbad Blvd. is the
location and cost of providing on street parking. The fact that the additional width
necessary to provide parking creates the need for various vertical alignments
between Cannon Rd. and Shore Drive South, does not significantly impact the
selection of a preferred alternative. Each alternative incorporates a vertical
alignment that will provide continued access to the properties. Other impacts
which may have affected the impact of the vertical alignment, such as utility
relocations and median aesthetics, are not significant due to the relatively uniform
impact on these features among all three alternatives. Of the three alternatives
prepared for Carlsbad Blvd., Alternative 1 Is recommended, based on the
following qualities relative to Alternatives 2 and 3.
1)
2)
3)
4)
Alt. 1 provides on-street parking, similar to the existing condition.
Alt. 1 is less costly than Alt. 2 which also incorporates on-street parking
between Cannon Rd. and Shore Drive South.
The grade separation that is required for all three alternatives is smaller for
Alt 1 than for Alt. 2.
The quantity of utility relocations for Alt. 1 is not significantly different than
Alt. 2. or Alt. 3.
The planning level construction cost estimate for Alt. 1 is $1,065,000.
23
-
,.. ..
---------------
--------------
CANNON RD:
The single alignment along Cannon Rd. was prepared in accordance with the
project scope and as such it represents the recommended alignment. The
alignment includes features that will improve the level of service from the
intersection with Carlsbad Blvd. easterly to the AT&SF right-of-way. The alignment
will provide the following features:
1)
2)
From the intersection of Cannon Road and Carlsbad Boulevard, (Station
10+00), to station 11 +50.
a) 2 eastbound travel lanes and a bike lane.
b) 3 westbound turn lanes and a bike lane.
From station 13 + 50 to station 22 + 00.
a)
b)
c)
d)
2 -11' westbound lanes
2 -11' eastbound lanes
bike lanes in each direction
1 O' striped median
The planning level construction cost estimate for this alignment is $103,000.
24
E
E
E
I
E
E
[
E
E APPENDIX 1
E
E
[
[
E
[
[
E
I
I
I
I
I
I
I
I
I
I
I
I
I
ALIGNMENT STUDY OVER PORTIONS OF
CARLSBAD BOULEVARD AND CANNON ROAD
CARLSBAD, CALIFORNIA
)OQNITY~ NOT TO €
i
Pl.AH ANO PROf1Lf Al. T. 1
Pl»I ~ PROFll ALT. 2
Pl.AH mo PROfllE AL l. 3
li' 1
I
i .......
ll
11 12
17 11!
-------r .~~-~==--:--
t>l.25' -
f' A°: oo-.o·oo•
0 ~:=.. ~ lie
Cl i:=-L• 12UI!'
1157 .....
IJ
19
BEHQ1 NARK
e g
14 15
20 21
BOULEVARD
os,.Od J
10
16
22
t:IJ2U
1 COVER SHEE1
2 TYPICAL SEC1la-lS
3-4 DRIVEWAY SECnONs
CARLS8,>J) B0Ul£VAAD
5-10 PLAN & PROfll£ SHEETS -Al. lERNAllYE NO, 1
11-16 PLAN & PROflLE SHEETS -ALlERNAllVE NO. 2
17-22 PLAN & PROfll£ SHEETS -ALTERNATIVE NO. 3
23-28 PLAN & PROfllE SHEETS -COMPOSITE
CANNON ROAD
29-30 PLAN & PROfll£ SHEETS
tmll
1. TOPOORAPHlC MAPPING BASED ON AERIAL PHOTOGRAPHY TAKEN t.1ARCH 1992
---_,,,._r:'n1~~'¥,;~:~;:~ Al.lGNMENT STUDY
Loe.A~ ~_.:~a-~A,:;_~~TMtNIACk CARLSBAD BLVD. & CANNON RO.
:::==:t==1~================:::====:l~SIUT=,=~l!=C1=L=C1F="°=~= .... -=se=AD=:::::..'.l l=ffXlS=JO~I
S1IIU. 1~ m;r tOfflf Of" M comJIUfC: 17 T~ ,._hi.~ SH£E
"-' rm r..sr or"' u.s,""" .,~, R£T...,,,.,... t-----=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=--f==t=::'.~=========t==t ...... -.R T C1YAmtt: ~-~ ll'OSf 231). U IU'T »nH Of' A. "'1IIICR fl0Lt. ::=============::: II I l£EDSHIU.-HERXENHOF~. 114C. !la20 ClllD!UH ORM: 1:= O>'.U/31(12 :,tKt[ 10,
___ 0!£_00_, _OALJl'<)lll< __ ... ..,t_21_21 ... 11111111• ,-I--_-_ -t-+ -_ --t-1---_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ ➔➔---_ -_ -t-i
lolllJQIJ8IIQU[ ~ SNIT~ It • -,. Oil«>
ENQNEEB Of WQRK
MAASHAl.l K. PLANTZ C-42790 DATE
tin' tNONWI! .,.,.
1=2-dl -110. II ,., ..... , 110.
J.365 331-7 -
R "tlr ~ R W
~ w " ;i;:
7 1J' (D i,,r 22' 12' 24' 5' -F,'
I I 0 C>
R, N z ~ . g " ... R1 N
1-i.J \ 0 15.5
I < ,iii <-F-;1 1•-' .,_, 24' 2' 2 a 13' ll.
' r I I I I ' i ' \. I -I
\ ll
, __ --I I .~ ' --1'1-I I --~----
Tt'I :;AL !:ILi .. ft\. N -Al I t.l"{ "'"'' '"N :.J.
(F ARI QNG ON EA ST SIDE) TYJ ICA SI .CTI ~ -~ LTE RNA TE 1110. 1 S ATI lN 1 ~+2 5 T ) $1 IA TIC N 2 5+75 .... __ ,_ -~ .. r:-or IU C ar-, Tf"' WE e>T ,~ . c.. -~ S ATI :JN 6+ 5 T ) s ATI lN • 4+(0
CA lLSE AD 30U EV1 RD
~ ~
R/~ 5< w i R W "' \:i < "' \Ct ... a,-:.
7' 13" ?4' 1 ' 24' 3' T 0 ~ ~ l I I I ;; R/W R/YI -' "' " .. "~ i: .,
I 1 I ~-~ .. "' I < "' ,I; r ....... iii 1/ -~ -"' ID
'.-i,.. I\ I I 7'-•. 1 . 24' 2· 2• ' 9' 13' 24' 1. 24' 13' s' •
i I I l I I ' J_ I I I I -I -
' ,,.._ -I 1 ~ ' -~ ·1 r-r
i\ ) -I --
l ' ' ---I I -I I
-~---YPI CAL 'TIC M -Al S£ ,TER W.1 E N 0.
YPI ::Al. ,_SE TIC "'--_A.! TER ~1 ~.N 0. ·~ (Fl IAAi. tNG ON BO )'H SIDE S) . .
slrln bN .. 6+: sr t>"'s ~-~ 6t,5 TR_. NSI lON R~ "'Tl( ~i ~~ TEI ~ts Et, o. l ;:, IA 11 "1N iL+ >v I .; ;:, IAI •• .,,, ~-·\U ATI( N ~
~A iG I I SI CA RLSE AD BOU EVJ RD
CA ~LSE AD aou EV; RD ST, OJ 21 +7· TO ST! TlOt 3, +SC
'AOI le-□• n Q h111 ,,,.c n
I R/11 R'N R/W R/W R/w R/W 1(0'
.. I I f 10( • I
,v J Ov .. J ' "" • I I
; 19' 5· :,4 "' H
I 1 '-19' s' 24' 12· 1! .. ~ 12' sf I I I -----I I I I
I ' -' I t ;_ I : i--I -:
'"I ) -,, T =--· I ' -~-' ----' ' --t--I ' • ---' ' ---I I I I T ----
rYPI CAI. SE c,~~ N • • A TEl NA Et, o. s TYi ,ic~ LS .Cl1 ON -1LTE RNJ TE NO. J TYi 11CA ... ~ ECTI ON -, .LTE RNJ TE ijO. J
\ D • {t, n1 ·-· ....• ~ ft,, ,n i .. -. ><• A
'TAT ON h6+ '5 IO s lrA TI DN 6+ 5 ISTA nON 26 75 TO ~TA tlON 32 50 STA ION 32 50 TO ~TA ION 44 00
CJ. RLSI AD BOl LEV ~RD C ll.RL BA[ BC IULE l!ARI C ML' bBAI B< µLE IARI
R/'I R/YI R/f/ R/W
' I
I t5 :,· :4· . , .. I Q J '" £L J
• I I I ' I
I f4. ' • I I i i~-JMA) . •
t --n ~ --,_ ~
TVI llt"A TYJ ICA SI "CTI bN --·~ .. -· -. . ---
STA no~ 10 50 TO STA ION ,,~ 50 1w w -'-' ~ -Cf\NN )N OA[I ICM.I
Co\NN DN ~OA \1£R ~ ,•.4
~~ INTAI ., .. O'
BENQ1 MW ~I CITY OF' CARLSBAD ll~ CNQHHJINC: D[p,.&Kn,iEJ(T
D(SfGH,..llQMf\Ul? ~ tlOCM ~ t)9( ST IY PG5 ti 1111 OK A llllTAl. ..:JC 'tl'1H Ms: PU.TE sn TO A 001H CF 4 WflOS ALIGNMENT S1UDY
00.U1MAPFf:A..JJ,M .... 1M(~ CARLSBAD BLVD. & CANNON RD. t.OC.ntlH AT 'IMC J.INcTOI Cl 'M. Ald Mt.WA~ Nll'J JJjf_JJNCI.
~i~"t:~~ =-~ :..::~ TYPICAL SECTIONS
ll.ro,-~:P-POil D>. l..S n:tT ,olllH or A IIO,IOt PQ£ 111 trnlSHILL-HfRK[Ntt()ff. INC. 1-~ I WG!iEtft Of WQRK 5820 cemtJN CRl'l't : ~t -0,,.:!!£,VIO SUITE 101 OTYDIOINEDI 0,.1[
S,\,H 0£00, t•t.:FORNIA. 92\21 1= ll ~CT,tQ. II ii,iiii,io NO. I ~ERCa.1£ • SANTA Ft • 1AN DIECO 3365 331-7 MARSH AU. K. PLANTZ C-42790 DAlE SY f'EJl Fk· -----.---·-OA1E --
I
I --
~5. k. ..
I .. .__ --ALT. 37 I -· -i.,-•R , .... -· ft ....
p UE ..._ --4, L .. I ._ ,...._ I ~. ~ ---.... ~
I: ----~ ---,. __
f-... .... ....... ---. -.. .......... ..,__ J --~ ~.,
I
~ ,.~ R tw -A T2 1' ---,_
~ '-AL 1 -,_
~ f ALT.13 ~ ~T2
rft .. I --.... ~ t:s, 1 ~st, ~ -'---,.__ .,__ -,___
CJ RLS BAD BL\ D. 2J+4a -~. --·-· ,a ·~ 18· l7
CAR SBi D E VD
I --
I ----' T. 3"" ., "" ----------47.4~ Ff .... b ... I . -I to---I -I--,_ -· . µ ----.. ALT2 R W er ,...... --.. -.....-
t--.. ' Allnj ·-.. ai. .. __
IR~,~ '
I
I
d ~~ I I ALT: ,~
,.__ -
, 14.119 FF ---
I -AL I AL h --·--..
L R W I ALT. J
,. '"T I ,.___ I --CA RLSI AD BLVD. t--j j --~ ... ........ -,. --.... ... ---,_ ---..,_ ,-... -... -CP ~LSI AD BLY). ~
I ,a -
r-Al 2
19-92 -----... ,, LTI
I 1-,;AI'( L!:,t:!, ,LI E .vu ~ . ,. ' / J
ALT. 3
~ T. 3 l -----.!-" ~~ ------..,_ -h----~ -
I
-~ --.... _ r---.. ~i l t2-, Rr¥!
·-~ ~-h, ·---i;:::i,.._ V Cl -r-----2: +71 r--, --'-AL' CA LS! AD 3LV
2~+J5
Cl ,RLS ~AU BL u. au
\CR 'ICM.: , ...
•icfta2! lfTAI ~,-. ff
BENCH M681S Ci:JI CITY OF' CARLS8AD
DIQINUJIIIC DIPNnEIT II~ oesac»tAlUJ't.: '11lC7
oaaffltnott ~lffll~~~ ~~ A."rZ!:.: ! ~ ALIGNMENT SllJDY
DCASrl) I~ A Pl'E fl.USM IJfflH N CIIQMrO. CARLSBAD BOULEVARD LCCATD: ,.T 1Ht JJNCrDt (',If 1Ht Ald ~y IICJ ,_..MUrrOC '11tST. ,,..,., RCT HOllTH vr H c:onmuHt OF r~ •J AZT WT OF H £AST ltAll. JIG.2 RP tcu1M£Alrf DRIW:WAY CROSS SECTIONS ...,.,.,_ ~~~la l.SF!ETIOUfH<:T4f'OIERf'OI.L.
1:= °"·"f''r.03 I DfCKE8 Of WQAK ltl lLl!l>SHIU.-Hfl!KENHOfl", INC. =~l>RtVt SUllt 10! QTYEHtllt!EJI OAlt
Wl OGIO. ~'" a2,:, I~~ II ffl>LCT~ II -WO. J MAASHAU. K. PlANTl c--.2790 DA'lt AtaSCUDIQIJC • &YffA n: .. SAM DE03 33M 331-7 """ 8Y .......... ~
I
58. ll9 A
I
I
I
57 MF .. 57.T.. AC .. J -..
L " ,~ r~ . , :; R W ,"'-T. 1 -.... _ -,· kT l L --~ R W --r ~LT. t--' .--All 3 ---------...I u r-.. -. ----':, I r-,.. ~l ' ""' .., _, --, ~AL 3 ~ .-----~-.___
I ---..: ~ ~-liiiiiill ~ -------f----c~ ·-·-~
I T. 1
~I , ...... ,o
I 25-96 ·-
CAI ~LSE AD BLVI CAR SBI D E VD 31 49
f;:AR S61 D E VD
I 5',40 FF .. I
I , ... , tr. 2 R fW
I
' ..... 1/>J T. 3 -· 111...---..
"" ~ •pit -b ...... ...... ' ..--.,__ .._ -,__
t-------· -·
M • 1
i'LT, '\ >---~ 1-r--R,tw _129-'~~ -· ---. . ·~-·-~ ,-.ev
~ • 17.33 ft
t ...--, ., "'--I/ -..
f_/, u ------
it,LT. T. 2
I ..
2. +5 58 69 F
CA bLSE AD ~LVI II
I .. ,., -
L ..... _ R fW V ~ ~ .. ' ... .
~ I
f -~ --------· -~
ALT. 1 __,
..
A T. 3
~-
~I'"'
>---1-I» ti --I-----5( 01 F CAR SBJ ~VD -· I • --I IJ j ~ ~ I------'
ALT. ll.T. : ·-
W:11 = , .. ,
2! +1, I icAlz )NTAI .,._ O'
I
I
I
CA LSE AD BLVI. CTJ I CITY OF' CARlSBAO IL[] BENCH NARK DfQ~ CEPNl"'MllT
CISiCJC~lOtiYfJ07
ALIGNMENT SWOY oac,eplQt IEio. MM1t 01,C .EWY 1G1 N 1111 OIi 4 IIICTJ.l R(:al) _,.. ~ ,V,,Jt ttT 'R) A DD'1H Cl -4 WElUt CARLSBAD BOULEVARD ,:J0,.1itD 1H A PK FUISH "1H lH( GflCUtCL
LOCAflOII• illT 1H[ .LIICTUf Cl H ATMF AAL-Y ~ T~ S"Nin. 154.S Ftcr N0Rnl ti H conEJIJNt t, T~ DRl\4EWAY CROSS SECTIONS 4U FUT EAST or H E.ABT" twt.. JUU ftET IOU'KAIT
Bl:VAllOft ~ ~ P05T .zJQ. >.S Rn SllllH Cit A ,O-,it HU.
1:=°'·"~l., I II IL!DSH!U.-HEffl(fl"1Clff, INC. ENGtfEtR OE W0fflS 58200IIDUIOIIT>'E QTY-C,.1[ sum:101 ~ 0£GD. CAI.JFQW-IIA 92.121 I~ II Plll).£CTN0. II -No. I AIJMIUDIQUC • MHtA Ft • Sift DCCIO ~ 331-7 t.lARS!iAU. K. PI.AHTZ C ,._2790 OATE 0,,11: ..,. --
I
I
I
I
, .. • 20' HOR l ~ c : ' ,
I
-il ..
I
I
----L....----
'-.____/
"° ....
I
EASTERL y c,J~ PROfllE \
----i__ -------------,-------
\
\_ EXlST. GR 10E AT
.nJ-
BENCH MARK
GRAPHlC SCALE EtfGINttft Of WQRK
---IQ
..
{DIJ11r!) , MAR~HM.i K. PWITZ
--------
II ill"DSHtU..-tUJIKf);H = ~It CAM: 01'1'. INC.
' _SAM INCtiO, CAI.FORNI/\ 121 ti
..,__ • SQITI\ r, • SNI MlO C-42790 -DAT£
------------------
\
\_ 'llf:SITRL TCP Of .,.,,,,,.._
j
8Y
I
I
TRE(S
--
i1i
C :IE
...,,
----
IT] I CITJ.ZIC ~j.o/-D I~
CARLSBAD ~:™ENT S'T\JOY --, . AL~NATIVE NO 1
Pl.AN AND PROFl.E .
_ 1:::.,,. t1/l1/13 QTl"D«l<NE£R --I DA1E
.....:cT WO. -II ~s OM.MfC:ko. I 331-7
I
I
I
I
I
I
I
I
I
I
I
I
I
·-------------
n•-rEAST'I
v .... ..,. \. .• ,
--------
~ ,. -2' '\/ER.
1• • 20' HOR.
, .. 00
"
;:. ...
---------------
EXIST. CRADE AT DS'lERLY CURB PlroFJt.E,
----------
---------------------~------------------------
, .. !O
SEE SHEET
CANNON ROAD
---------.... __
P\ol ST ... I= 17-1-00
'
PV! STA ._ 19+00
P'-1 El.£V m 53.90
250.1 b' 'l'C
I
, I l
r
·•1 ~c. = 'TQ."'l'V /,
i-----+--------150.1 b' v·.-:,,_ ______ ...,., ___ .., I I lo_
"' .j.l"! ., " -...
----
/ /
r E"5TERlY TOP Of ll -----CURB PROrilf ----/ ----t.---" L '
A -----------
-0.90 12
.............. ______ ...---------le ,_ .,;:
' V) -,_:
I!
I ••
C\JR9 ~pru: -------... i~ --
; ----------------------·-
.,,,,,,,,,,,..----------
\
.::EXIST~. ~ADE AT v.ESlE, Y Cl.lR8 PROAI.E
GRAPHIC SCALE
Q llO ...
I
-I
---------------Pl ST" • 18+10 P'II STA : 19+72.50
l!)()' 'VC~a,uv "'~--------!--· •• C.10()' ~ -.0.VU J r
,. 50 m 00
J
BENQt MMK --· ...,._ ..at .... -Cl l'Y • ",..,. • A llm#. =~:tw.&' :..•~..,.. ALIGNMENT SnJDY -.,_ ~ ffl"r"'J.J:,."l:°',.-.. ::,::u;,=-. CAALSBAD BLVD. -ALlERNAllVE NO. 1
r=
~~====::t::t==:1=1~~================================:tt======::lj i=I H£T=6='..::' l=CITY="'=-=OF=""=CARL=..,.=-=SBAO===:::!'~I :::: .. ~~,
••,u, WT•HUIT'ttM,. M t nrr --...sf , ----------------t--+-l----------+--f P' ..... , a.uo PROflLE ..,.._ ~:,"--UI. M NT D/111 c, .__ IQ£ I" t--+---+-----------1----1 ~::=.=:::=:::==~==="'"========
R It l.EEDSHIU.-1-lERKENHOf'F, INC. t--+--+----------+---1 1-I ENGlffE (I' WQRI( '820 OlltRUN ORI\'£ t--+--+----------+---1 =-==-=-=~----,--------
sum: 101 t::::j:::t:::::::::::::::::::::j:::::j c:RE.~,._~==-~·•1/~"~7:;:13;:::;;=~-;;,~:::;-;::::~DA;.lE~=~-s.111 DltGO. CWFCIIN!A 92121 , r:
1--~ ====i I .....,,r "" 11 ~=-,:. PIO., I M-NISH--AU.-K-. c::PUN-T2 _____ C-_♦-7790=--0.-1E---I ~ • SNIIS I[ • "" ~OO t::; ... ~~;t::;.;, t:::::::::;_;;;;;;;;;;;;::::::::t,,_;:;;;;:0-.rD::j ~:,....;..;...J J.365 . _ -
I
I
I
I
I
I
I
I
--;
0 f~ .. + .,
~ ~id 0..
-~ .---I in --I
.-ii I -~-------------\.._./
--------------
-
·-
A""""" JI
~ 1'" • 2' VER.
1• • 2JJ' HOR.
___,
:& ,-.:
~
~
~ lan
ASPH '\
I
PVI STA "21+00
PVI El£~ -51.10
I I r--""\ L----✓ '----__,.
EXIST. G,V.OE "-l
-----------
CQNC
'I-
EA! TtflL Y TOP Of---.
EXJS'l. GRAD AT J
FJ.5TTRI v <l IRR Pr>N'II ~
/
----· ---
fiO 1-J
\
\
'-----------'
V
GRAPIDC SCALE o ao -( DI l'lft )
..
I
---.JI I " I \ I \
P\'I SU '' ·""
PIA ELE~ = !17.JO ------------------~~~~-------,~--------t---1
~
...: 0
I I
,-----J
'----'
I I
I -----------...J ---------1----------------
-----~---------------
PV1 STA 1-23+50 PVI £UY = 4Q.50
1:>U Vl.C
BENCH MARK
ENGl:ffJB Cl' QI<
1,1~ K, P!.AHTZ
0,.&,LNI
i
I I
--------------------------__ ., --------
r l
CONC
" I I
-----------
1 Q P'l1 STA -26 40
\-7 I
I
l"Vl t.U-.V = _,. .<>V J !---------+------175' VC f--'yJlr---f
I l
... JV\
I
~
~ ,.
T l"(S
.tld· I/ '--
t==:t==t=================t====t !=I =~=~I '=CrTY='"=""""'""=OF==C-=ARl=..,_,=SBAD==~' !=OltU1$=30~'
ALIGNMENT STUDY
CARLS8AI) BLVD. -ALTERNA11VE NO. 1
PLAN ANO PROFll.E
I
I
I
I
I
I
I
I
I
I
I
,_ PVI ~TA • 27+67.SO (EAST)
"" r>ry = 51 on I 150,00' ~
~
N ~ "' ,_ ;t, :;i
'----~ GI £ASTtRLY 10P OF -CURB PROFILE \ ~ :;i "'
II, -2..ft----------~\--, ,----------------------~ ------------~ : \ --' ..J ----"sl --~ ----~-·--~ . r--...... ~
.,,, ~ ~ L::::i
I t; I...:
, ~ P'o1 STA= 2 +40 ('!Cl) f;;;
. :c I <-LC. fD ;)'t.CKJ
Q-17' VC
I I
SC&.E ,. -2' VER.
1• • 20' HOR.
'---'M is'TERL Y TOP Of
Cl RB PROflLE
'
PVI STA s ls+-02.50 (\/,£ST) .... ,, .... .,. = ~,.. ~ ...
--------Jf--n I . ,1_,... _ __,
_lJW-1..LJ~l'---...
00 iaiii-1
GRAPl-IlC SCALE
0 to
( DI,_.)
..
I
,..~ ......... -...... -
Pvt ruv • ~.20
200.oct Vf---.1----------4----.....1
I\
:
PVI STA • 29+ 78
.... • ~ r-u z: .C.lt -,t'I,
--200.oo' vc
!
'
~-------
B£NCH M"Bli
Ett91NEER Of W0ftK
r EXIST. GRADE AT
EASTER\. Y OJRB PRln.£ ---7 -----.... _______ -
------------------
EXIST. GRADE AT u ~'!ERLY CURB PROn..£
11 lEEDSliU-HfRKENHOff', INC :1&20 011!'"1JN DIii'-£ sunia 101
SAN ~GO. CAUfORHIA 9~121
~ • SAM~,c,. W DIEGO
P'II STA • 32-+70
W'I c.i....c:. -~l.0-V
l,,.-ae----------+-~1!!0.00' vc----+-------4--i
...... ___ _ , L-_ .. ---
_,-.:i' loc-"
------~-------....
-v.1"~
f >Q ' --------------1~;; ,.,.,,
P~ STA • 32+70
"'" --· -lt<I ,:r,
!5(),00' V'i
MATCH LINE, STA. 3.3+45 _.__1 _
I
I
I
I
I
I
I
I
I
I
I
,-OUST. GRAI AT
----.i ----------·-------r EAS'IERL AHO Vi£SltRLY TOP OF JVRB PROflLES
--/. ------
PVI STA ~ 37 .. 1 7
i----+----------+----zoo.oo·~
--g ...
----0 ·-... ---·----~ ;,.
-----------'41 ..
.........
SC6LE
1• • 2' '¥£R.
,• • 20• HOR.
L.l[ "~'
' II> I i'b
l!.ic
:..
w --;;:--c -
--..... __ _
I
MS TERL y C JRB PROfll..E ..1
_...,.x-.___
------
w
~
I:.. :r
' t 1 t
J f
2:1
------------
....
------------~--
·-"" ,nn
l CllNC
C
----
.. __ ,,If' __ (s"IO'-S)
7--..
; ,.
-~"'
--
~
f ' } f
J I
j f
j l
)
-'"" .... ~
-~ '</J ;,, ~
[0
u ... ... w w
T
llR\JSH
GRAPlllC SCALE
0 IO .. -( ....... )
,__
-·""
I
..J -;£
~
,__ ,/ ------
-------------
,.,, LN\ , ...
I, J ~\ J-~-
f ~-,
[ I Bl1USH
.....
I
ll I
,;' "' !V 1111
~.Pr ----, ........ _5, , ,,,,, ~ Pl ~ = ----------~----,-
,..,..,.,,,.,,..,..,,v,r,.,..,.,,,..,._ -'"'"''"""'"' ......... ........,_.,..,..,..,.,,._,rr,r,.r,,o,r.,...,,.._....,
-~--u u u w w -•r
------~ ' 7r---;_;;;r -. ,,,,.,.--~ j t :2:, T .;>II
l ~ ✓ r
l t t li ! t \
\ \ ~ ♦~-
\ 'c. BRUSH
'
.. ~
-----------------------;:;; ... -~
'<I( .. ..
-.--·-
BR\JSt-1
CONC
r
= =(18"RCP-SO)= ==
,:a .E,.. a~il'> -~ _,..,.,
,-
-~ --~-w .... uc-"3 ·-~:: --... -------.... ·-
T .Y " '\. ( J ...... 2:1 ~!\ y >
r .. ~ -'t ,, i ~ Cb lf .:, } { j t } { fl~ ~, ~ l .. ~-~ .. ~ l f ~ i
H 1f ~-\
) .. ~ >
B£HQ1 MAftK
Dl'SICIMAllaN:: ~lQJ -•-::"'..,.-.,...'°',JW:lr~,.".,:;7:,:~ ALIGNMENT STUDY
1----1-+-------------1 :=I="':'==-' l==crfy="""=K=9!== .. =C=j/tt-=_,.=S8===AD===-' =' HEl>=lO~I
LtJCATll,,f, ~~.;."'o,~.._~1:._~rAW.wac CARLSBAD BLVD. -ALTERNATIVE NO. 1
::":"'...J~~ I:""...:~~:.,~ PLAN ANO PROflLE
fl.L\IA1Wltt ~~ PQST UC,.~ Rn S0U1H OT A ,cwt P0lL t----_ -_-_ -_ -_ -_ -_ -_ -_ -_:-_-_-_ -_ -_ -_ -_ -_ -_ -_ -_ -~-t==t=t===========t:==~ ;:================~ 1-------------------1 11 L£EDSHU-HBIKENHOf1", INC. 1-I
ENCftt[ER Of WORK ~ ~RUN Of!!-..: ~R=t.:!::.-m~~ .. ~-T2==(;)~(~";:::;a;:;rt:;fll«t«Dt;;:;;:==;-;:::;;.;01-~~"'~;;~
!WI DIEGO, CAunlftHIA 92121 ~===:::==:::======================:::====:::: 1~= I 1'110£Cf NO. 11 Dlt/l-110. I M_NI_SH_IU_K._IUN __ TZ _____ C_-,-2-'90-_DA_l!: ___ , .....,._ • ... TAFt • ........ OA'lt It< -~ .•-~-,33&!') 331-7
I
I
I
I ---~
Ul!i!. GRADE AT
EASTERLY aJ 1B PROf"llE \
\ ... -----------
I -~
~ Cl)
--i
~ 7
--~ EXIST. GR.UE AT J
I
I -·-SC.61.t
j 1· • 2' \t:R.
I 1" • 20' HOR. ,_ ,_
'f ·-
'<.Y -' -' <(
I ,.
CONC I
.AALan
I'---..__ --
u u
2:,
I
r EASTt:RL Y ANO ~ cSTERLY
TOP OF CURS P• ""'l£
---_j ___________ ---------------
/
_____ ...
-----------------------
.a,.L,w,
~ ~ •.¥ ~ f ,.
.I/ f 0 C --~ ~
I 1 ---·r -:::--
___ .......
~EWAU<
y
lj ... ~
GRAPHIC SCALE .. G .. µ
( DI Pill/!)
..
I
..a•.l"" ..at.,,,,. ..... '"" ..... __
BRUSH ... ..,.If
~/ ,,, ...
~~
,,/
,,l ,,.,,.
A!PII
r ,,/ ~ i ,.,ff ~ "~
~ '8£.l<M ~
---
-u u -u
BR\JSH
,..,.,,.,.,.,,,..----,.,..,..
BEHQ1 MAftlS t---+--+---------1---1Lfrj I CiTJ.,L C.d!,!AD I I~
ALIGNMENT SlUDY
CARLSBAD BLVD. -ALTERNATIVE NO. 1
PLAN AND PROflLE 1-----------t-:.-:.t-:.1-:.-:.-:.-:.-:.-:.-:.-:.-:.-:.-:.-:.-:.-:.-:.it-:.-:.-j :=::============ .,_E_NGf_N_[_E_R_OF' __ WQRK _________ -' 11 L££0SHllL-HERKENHOfF, INC. t--t-+----------+----f 1-.. I
~: ~RUN Oftl'¥f; ~ .. =--==--i~=--=:i➔-==--==--==--==--==--==--==--==--==--==--==-+-t=--==--=~-I i.,:ltt.::!:Z:-.==""'~·:::"~{J=1/~ .. ;::::::=0:::TY::OIQl:=NEDl=:=:-:=;-;~-c,.=-1l=-=-= -;-:::! SAN 0£GO, t,t,_Uf'ORHIA 92121 ~
..,,0..., .... -...,.,------~-...,....,.,...,...,....----+-----11~=-----1 I J;; 11 "1-1 I MMSHAI.J. K, PlANlZ C-42790 DAT£ AUIUQUllltQ.a • ~TA. '1: • ~ OIEc:O
I
I
I
I
I
I
I
I
~ ,,~
il "
I I.> .:'
~
I
' I
X '
~ ......
=:::::.:.Jil-'r$!
§' ....
.
.,....,...
....
CONc 0
~.
Jf ,,~
.. ~
~ 'r:/
~ ----
~00 _'/4-_
~ ,.,~
-----~--
-I\
II~ ti ,.,_,., .. ~ _nt -" r ~ -~n.B
IT
II
¾--
-
'-----./
I I
~ -
~T .....,,,.--AT Ii ...,
EASITRlY OJ PRCALE \ -,J . -------------\----------------~:'.'" lWt-S>l) Iii -
-----.. z ::; _____ 1_ --\_ °ll'tST£RL Ta> Of Q
,~ rr m.t. i ·-...
........ • .. 1~
.......__
I
CARLSBAD ;~:t.fENT STUDY p · ALTERNA'Tl\lE NO 2
LAN ANO PROFllE .
Ill) .... GRAPHIC SCALE
0 Ill) ..
( 1111'Df ) 0"1" BY
CITl'e«MU -I r,,.Tt
PROJte:T +tll. II 336~
............. -i 331-7
I
I
I
I
I
I
I
I
I
I
.. -~
+ ---, ~ In
..; --~ ---1;.
t= -------0.~ IEASn --~
~ Q,u..,,. \n-•J
---------
~ 1• • 2' VER.
t• • 20' HOR.
,, 00
~
r --lilW
1 as
fQ ___ .. 1~ --------
---------------------------------------
1!'>i.M
f7 i r---, L l
!I!
P\1 STA I= 17+00
PIii El.EV = 4£1.-40 /
150 VC -------........ ~-------'
/ /
/ /
,
/ , ,
------------------..... __
; ~~~1;,Ynr~ OF
P'II STA I= 19+00
P\11 El.EV 2 5J.90
25( VC
: -----1
I -----l-------'"" ._
J -----
A r v.£SlERL Y TOP b; CVF!8 PROf"U: -----r -----,.,,.-----
J
----------
------,
'
.
I I I
! --
{I)
;,.r --
-------------------...,,,,,--___ ... ____ _ ''------
,,,,,,--------------
\
'--t.N:l-1. Utt~ 1\1
v.tSTERL Y CVR8 •ROflU:
... 00
GRAPHIC SCALE .. 0 20 .. ... -I
( .. nort )
_______ ,.,,.--
-----
17 00
8ENQ1 NABK
~"""' V,307 ~ 8E1«;H N#ifDC Cl$f{ ,o ev wrA Jr,i l«IB ON ;., VCT>L. fKI> 'MlH aAlti: llllAlt SCT lO A DIPlH Of 4 WC1EltS
0CUD> NA PIP{ ruJJM -~ K QftOlN1. LDCAlDt /\11Ht: DJC'!tQN rE 1\£ ATildF IWL*'I' .lftD 1'AifAltM)(
17 !O
I
P~ STA a 1&+10 rt~II r-T -~ ,...._ :
.,~ El.EV • 49.00 150' VC _____ _,_ _____ __, PVI El.EV = 48. 70 1 15-0" vc
ti !O UI 00
I
, _
-__J
ASPli
l11z~ ti!::
Ml .,.. ---------
r-=
t==j==t=================:t===:j I 9;'f 11 Clt!.,.Z.., C~AO I I~ I :==:..========:=::.:=:::::
AUGNl,IENT S'IUDY
CARLSBAD BLVD. -ALTERNATIVE NO. 2
S'ffllln, IM.i rat N0RTM OF H ~ Of. T~
~~br "ff~~~!~~ l----------------1 ... :.:.:.:it.:.it.:.:.:.:.:.:.:.:.:.:.:.:.:.:.-:.:.:.:.:.:.~t:.-:.:.:.-::j !UV.~ ....... ,. ~================: It l.EEDSlill.L-HERKENHOFF, INC. I PLAN AND PROFILE
1;::.,,._.,0'Z.. =~------
S1,,N o=. CALlf~HlA 921~ I
NJIVQllEl!QJC • s,.,,, f£ • w ooroo
a,t,ll Bf 111£1,4'~
ENQlllff'.R a:: WCEK
C-♦2790 DATE
<m OlQHW< CIAlE
1e.¢Jl PIIO..l:CT1"'-ll CltAWltC tto.
3365 331-7
.... IMO
i
I
I
I
l
Pvt STA "" 2H-00
~ 150 \'t: ---------+-----
I ... t~ ~ -~ crl +, Cl.
N r-
I "~ I
' .
---------------I crl ~
I
I
""' LIii\ '>•lN\ .. ,, l..ct\
~ t" • 2' \/ER.
1" • 20' HQR.
...,"i
( t ~ ~ -l.,-.
·l~ I-----
,.,:;...:i::,.,,,--""' I ~GIi
I\ ~
L --u
._
~~~«-T ~V> Ct.IRS PROF
',...,/ -------
'· /' ,..____
------
\
\ If"-1 \6'L ---.jl
I I ,
/ I L--------
'------
----------
,..,_ I"\ I \ I \ -----
\'tESl!Rltf TCP Cf"""\
Cl.IRS P1 tl'lLE \
,---------"---... ___ .,.,..--'' .... ........ _____ J, -~
~
P\1 STo\ • 23 f-1-0
l"VI C.\..t. • 41 ~,lO
150' VC +----------+---
___,
ASPH \ !..____ ""-..,.....+-,.... -_-_ -_-_C=ONC====Y-==~1\rt===:::::1..l.___j:h~'°'-f·J-----,----,, :-~.~-~---y::
'
r r
I
GRAPfflC SCA.LE ENGMEB OE WQRI<
O IC 44
( llll'm) MARS!i,U K. PU.Hn C-+2790 DATE
I I r----J
-
----------------~
r I.______.
"\
\
I I
PVI El.£~ • 57 .30
I
0 0 0)
<$ w
'
r---___
PIA '<U = >fl+4n
p-., ELEV • M.00
w ' 't,.... __ .,..,,...--
-~2.~;;..
A ,_t\,-,.~ + __
------~
I "' --~
!i
~ ..
175' \IC -----'~·,~--..i A
V -
~
_l._...
L
t==::t==t:==================:t:====1 !:I =~=3:::'....ll=:=C=ITY= .. -=OF="°=CAAL=""'=-=S8AD===":::"""'=JO="':::::I
I ---_.._ --.,_
I P"1 ELEV • 51.90 ... ,.,.
I IJ o:I -----
I ~ -+ .. le
-0.9~ (l\t'sT)
-----~-=---.;~---
I ~
V: , __ P',1 STA 26+40
CI\A -~-• -a:.,tlll"I
; m' \IC -
I
I .. .,_ lN
SCALE ,. -2· VER.
I 1· • 20' HOil
) -
~ r~~ --f~. ----.n,
I
I
I
I
I
P"1 EU W -52.00 ,,n•""
'
--....
~
111 , I
Ul'--
CONC
~; +fl
"
-l ~.,1,
-~ '
~
i::: ~ ~ .... r.l ~
+I
-
~~
~
0 -..,
ST} I '·"i:"' I -I
' --"' ' + -' ' it
' ' ~ c;j a,
', ' '
I
I .___
I\ ---------
P',I ST" • 30+10
P'\11~, '"'-' z "-• 7r,
\
\_ EXIST. ~R,l,QE AT
-·--• V r1•-----.-•.r
200.00' VC --------------1----l
----------------~---------------------
\
\_ ElQST. GRAO!: AT
---
GRAPIDC SCALE .. 0 .. .. ... -(DIPaT) WMSKMJ. K, p1 .. ,1nz C-4.2790 MTE
P'II ST,._ • ~+70
P\4 ELEV -l)t.60
150' VC ----+---------'
-
!
_ .... _...-_ .. ·-
--------------~: ------... ------........
--------... __ i-'S 4'\ .......
PVl STA • 32+ 70 ----l;1 r.l ~ i;. "'" EU:V ~ ~l.r.iO --.... --.... ~: !--,~-------+--150' vc ----1------_:_.:::,....1
.A ~
l i
J f
J {
l f
I f
J ( ~
)
·-
I
I
I
I
I
I
I
I
I
I
I
I
I
I
,-(XlST. GRAC AT
/ ~~lt.t(\.T ~g PROfll[
----.i --------
::; -.....
--·----r EASTERL ANO WESTERl Y TOP Of :tJRS PROflLES
-/----------
------------------
..
SC6Lt: 1• • 2' '£R.
t• • 20' HOR.
::::::-7
--------
\_ ElC!ST. GRADE l'T
VIIESTERLV CU~~ PROFII.£
""· ·""
ii l
.:-,,;,,
C
-A
·-.n,w-v, -A
.,._
-·""
CONC
I-
I,~
}I
j{ g
{ ~ .... w
...., l&I\ .... UV\ -l<Z
-
""\.._~__,,.,,, ..J"i:
I,'
f • j I
j {
i l
~ l
)
..
IO
Ir •¢-J't.
}{
j{
H
JIRUSH 3 !
)
GRAPlilC SCALE
0 ..
(DI rat)
>ti)
;,' ~
y
-?' .. ~
•• ,..,, I""
t---+----------,e-----200.00· \IC
------
-.... ________ -
-"'"
J
--
BRUSH
-----' -----i t 2:1 T
q ✓ l t ;/"Y"----l t
\ \.
\ \.
'
~ +:,>·
BENCH NAB!
DDICNA11~ 1,11,a, otsicR,lK)lt ~ WAik en( ST SY tm t, ISM ON A. lll[TM. Jll00 WlH Ma Mlt KT 10 It.. Cl1'1M 'ti-4 M£ltM DCAi3ID lf4 A ,ti( "-»!lk WJ1H 1kt CMllJNl,.
..... ,.,,.
J ,,.,.. I
I
----
BRUSH
-""' 1'/2.
,..J4 . ~
..n1
u
--g ...
------i ----;~
liJ\
w ..
----------------------::;
I'.!'
I~
~ .• ..
-'"" -..... -..... -'""
I ~ v--@
~ I I .J >t.;' ~ BRUSH 'r~-
►
? -~
~J .l
--~\ C□NC
~ ,/i
~t __ ----·· ti
.,..r""'-~~ \'Y ,-
' I A,,_
y " " ( l " --7: 1 ' -·---
' t ~--'f
}f
j t I l'1 ~ ... ~ ... :, } 1
lE )
p
} {
j {
: j"r
\ ! ~::-· \ ,
t---+--+------------1 :=I -=1'='=1~1 =Ci=TY="'=""=9!= .. =C=j/a.=-=S8=AD==l l=""""'=:io:::::I
ALIGNMENT STUDY
CARLSBAD BL..-0. -ALTERNATIVE NO. 2 t.a:AT'IONl A'f I-It .LIC'IDI 0, 1M( ATW iu-.1.WAY AICI TJMMlbt. ~. 1st..S ,UT N0llffll OF 1H1: CDf'lDIIJta: ~ T~ "6.J FUT tAIT ~ 1Hl r.AST RM., J1U rw, l0IJKAIT
£1.[VA'fte»t ~:,a:fl'Ot'T~:UfttT:!IOIJ'lkOl'AftQWIJtPOLI.
PLAN ANO PROF"lLE t---_-_-_-_-_-_-_-:_-_-:_-_-_-_-_--1~:::t=:t========t:==I ~::::::::==========: t------------------t II LEEDSHILL-HERKE»iOFF, INC-I:= .,.._,.z,,~ I ENGfN[ER Of WQRI( IIUO Ol!ERUN OIi!-.£ 51J11E 101 SAN OEGO. c.,,u,-ii;. 92121
....,.--SH-..U._K_. -:-PWl-:'.'"'.TZ-----C--4.!---_OA_l'E ___ , ~ • Slrill1'A. ire • .SlriH DB.O .,. -I= II
QTY OIIINED DATE
PRC>.ECT HQ. II DltAIIIHONO. I 3Je 331-7
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
·-
. ~
SC.AL£.
1• • 2' \E:R.
t• • 20' HOR.
ul:,1. ~1\1.Jt. AT
EASTER\. y cu fl8 p ROFILE I f ~SlERl Y AND ~ ::STERLY TOP Of CVRB PF Ofll.E
~ ---_} --------------------------. --------------·-/
t;
~ ·--------------------------------------
~ \ c .. \
Vlt:STERl y CUR PROFlLE
-llM
I ,_ ,_
'/ ,_
~ i >
CONC I
'---
....
. ._/
I .l • .,:i
'-----~I IL..---
-===t ~ --------------------
GRAPHIC SCALE
20 0 10 µ
( Ill naT)
ENGfN£ER Of WOfflS
iu.RSHAU. K. PWftZ C-42790 D,l,IE
11 LEEDSHILL-HERKENttOFF, INC. 'l820 0IICRUN Cll!M:
SUITE 101 SAN OEGO, CAU,OANlA 92121
~ • SMltTA fE • s..Jf CIIEilO
J
~,. _,,,.,.
~~
,,ttfl
.l
"',)f
~
§> ,,~ '<,)f
11tR14 ~ -~ ~
~
ALIGNMENT SlUOY
CARLSBAD Bl.-.0. -ALITRNAll\lE NO. 2
PLAN AND PROF1LE
i:::t:~::::::::::::::::::::t::::~1== DP.1>/.>1/113 arr OOIH!D! --o.-lE--1 :::=Oti=tt::::=■=Yt::=======,,,_==========:t=__,,===~1~~==-~~~,2-d~~~,=:;-;;3le:;e;;T;;•o.=::;1-;:1=:;;3l~1;:;-W0.;:7~,
I I I
..., Q..
I
I c.l\J'1t. ""l"l~A.1
EASTERLY CURB I ROfll£ "-.
---V t"rm-.-
~•<t> PROI n.E -\
\ ----------------:::::==-
~ II)
-------I ----------------------\ -----~ E:XIST. GRADE T_ .. -=:
w .....
z -::J
:T
I b ~ ... ,_
I -
1-~
··-
• 2' VER
.. .1 ....
I 1· • 20· HOR. l .. ...J-
,.,">
C
.. ;-
'-----./ '-./"
It~~
~ J
-
... -.. .-.. --
-'¥"
~
,,}
-.;;,
-iJ =-.....If_
"' ;,/}' -
... I\.::
,,/ 11:
-
~ ""' -_Lt .. ~
.. ~ --
II
---
CARLSBAD
I fl ,.,
_./
9,!: ""' a+oo '/-:-__ CURB ..,..
►
~ Ii -.. ~
II
~ 'llcP-SO 1;:::: ¾ --.....
I" ... ~
I
I
,
CARLSBAD ALIGNMENT sruov p BLVD. ALTffiNATI\/£ NO 3
LAN ANO PROFILE .
I
GRAPHIC SCALE . .. 40 II ~~~~HOff, 1HC.
SUITE 101 s...N Ola;(), CAl!l'alHIA 911:V
AIJJUCOOtQJC • SMfTAf! • $ffl0£00 ( IIUIST) M"1:SHAU K. f'UHTZ C-427'lll DAlt OY
Q"TYOlGINEEI l DAI£
....CT MO. II 3365
tlt.AwttC HO. I 331-7 -
I
I
I
I
I
I
I
I
I
I
I
I
I
I
"'I -
EASTERLY C' R8 PROfllE\
0.551' (EAS1 SI E) ----------
--------------------------------------------------------
t].; !IO
~ 1" • 2' VER.
1" • 20' HOR.
, .. 00 ,, !lO
r---,
t'-00
SEE SHEET
CANNON ROAD
L
_____ --,. _____ _
_______ .,._.,.._,...-• I\
WESTERLY Cl.IRS PROFT!~
, .. 50
FOR
Ovt:MENTS
( I
I I
I
eo µ
16 00
GRAPHIC SCALE
20
( IN RI'!')
40
I
11 50
P"1 STA t. 17+00
---,..._ -~-l.f\
-50.0'YC-
------------
17• 00
C-♦2790 DATE
PVI STA • 18+30
r •t ... ..._ • "l.v~
r-----+----100.00' 1/C---+------.
-------------
P1/I EU:\/ = 48. 99
P'<l STA -17+80
00.00 ""
"
\
,----------------_.n ,,,..._
ta 50
•
-
1 ASPH
~
i;.1
__ ,.......,
-
~
""' ~~ -~-I
,s•
I
5' ---:-:;;, -i--
0.501'
.... ___ ----
p.;; ELE\ = 48.14
I
I I I
I !,..
--U)
I :
I
~ 00
-·
I
I
I
I
I
I
I
I
I
I
I
,-
I
I I
I
I
SCAl.t t" • 2' VER.
1• • 20' HOR.
r ---, ----
-~----... ----0.5""
ASPH l
~,.,...,.. ..,...,. .... .-,T
E"-SID Y CURB PROFll£ \
------------~-~,-
-----~ ·--------~-------------------
\
\
'-D ST. lllADE AT
~ STERLY CURB PRCFILE
_,Jt#I
~ .. ~
...
""' .. ~-
'
GRAPHIC SCALE
0 to -( Ill l'IZT )
'4
I
----------
~ Ji!
)-i
I
(
I I
EIE:tiCtl MMK
MIIRSIIAU. K. Pll,IIT'Z
----------------
)
~
PVI STA "' 2JHIO
P~ EU:V : 50.~
100,00 y_
., .. , ""'
r------
I --------.~ ------_.,
---------------------------\
CUR9 PROFll.E -
., .. , ,NI .,"' •M
f I --
CDNC
CONC
I'? ,p ~ I
"" ••If' I ..,,ff~ -I
UT I
I
----"'"\ '-...f -----
-----
I
P'II STA = 2 .+il2
P',I El.EV = 5-49
100.00
A ,n .....
--------~~: I :::-------=-___,.a......l---2,05?. ii. ----
Pvl STA ~ 26+00
pvt E c.-u =s .;3_qn
oo.cp' ·-
----
l
i :::
i ...
t ,.L_
:El ><l "' ""-:::J 0 .J
w 10 I~--
2
I ! ..
I -..
------------+---f ;:I SCT=1=s=l l===Cl=T=J_,.=rE="°=c=e:a-=-=SBA==D=:..:l l:::"'=~:::::::I
I
I
I
I
I
I
I
I
I
~ :;i
P,1 STA -27+68
P\/1 ELEV • 51.90
150" VC
-----~ ~ _____ / ~;:i;,~~:f OF
., ~"__~~ =-7------=-::: _-:_-_~------.... ---:::.------------
\
\_ -----
M'.SrrRL TOP OF
C1JRli ~, Pfll.E
-.
...... ---,, ... -
P\/1 ELEV = 52,2
P\/1 STA 29+50 ,..,. c-, ... , -C....tdir\
150.cb° \IC
------
--t...-----....... _
-----1-------
-~~:u I: 29+50
P',I fl f;; a,..<;,L90
150.1 p· VC z :::J -------l-----150'\/C -+---------4-~
f
~ , ... 2' VER.
t• • 20' HOR.
J ITR~ J ~I/ ~,1
I
l
...-r--r---1~ JI Ill 1 ,,_~ _ _,
Ul'--
CDNC
20 Q
-.L,.,.
GRAPIDC SCALE
0 20
( DI 1m)
__ ..,,
4"
I
~ .., 110
0 .;: ~~ I') "' 0 __J ,., "' ..., <> __J >w "'
-------
-----
MAASHMJ. K. PLAlfT? C-42190 DAlE
P\/1 STA -31 +33
P"1 ELEV SJ.02
l.,,JV.vv .,...,
------
P'/1 STA • 31 +33
.}'\/1 ELEV c 53.02
---------....
----------------w
-----------
r EASTI:RL Y ;.NO llltS tRl Y
TOP OF CURB PROF l£s
I
I
'
-----
-----------
---------.......... _ ....... --... _
MATCH LINE STA. 33+4-S--.
---------;::.,
2:1
-__r7"\ I \ j
1 t
) ~ ' -} f
\ Y&-'
/?
I
-
./l~ 1 ,:
J
J f J f
I f
, ..
I
.,,, .-') {
BRUSH _,,, I" I t _,,_✓ f' )-{
,~,
t l J_y---
)
t
l
ti')
C>V\ ~TA "'10 .fV\
P\1 El.EV = ~g, 55
200.(0' 1-c
----------------
-iS -< :Ii
n .l..,.
~
1• • 2' ~R.
1• • 20' HOR.
• I r=
~}-::.: --~
u ·~ u
--r
~
-----------------
EASTERLY CURB PROFll.£ ~ ---------____ ..
----------
---------------------------..... -----------
I XlST. GR,-oE AT J f,£srrn\. Y CURB PROflLE
••·l"" .... _.N\
---
.--II: I
.. __ .. ,;;· __ (8'VCl'-S) -_j_,_.______......:::::-11 : --r ,...,....,,,,.,..,..,,.,..,...,..,._~-___ ,..,....,,,_ ................. ~
n
r,r'i",,..,.,,.........,.,..,..,.. .................. ..++. ,¥'r"',.,..,...,_,..,...,..,.,,..ro"W\, ......... ..,.....,.,.,.,,-......... ,.,.,,., ........ ~r-n.........., LJ u. .... r,., u i.r u ... ~u ·u 1..1 ; t ,.. "" ,, I ' " -----"-~ ·-S7 -~...-~./ "'! ----...,.-;.· :7 S'lOEWi\UC---r~......-·-'-I ~j~---...:---2,-1--_,i::;...~lfl(~~,r~/~"f--..,_;;..,:.--.;;;.;.:;;;;._/~~,r'-------------y---------~,~i!~~~-,~-...:.:~~l---------~?'lillllllll-;;,_---~Y--.-~--
zo
GRAPHIC SCALE co
BRUSH
BENCH MARtS
~.-.RSHAU. K PLANTZ
0 0 ,,..
8 r • --------------~ .
iJ
------------------~ ....
~
:i
..... -
-
c□NC
_,u1..1u1.1~-
-,-:-1 -,..,:'------y------.... ,"'i---~
• f
1::: DP'2/l1{0l cm 81Cll'!III °"IE
1=.--II ~r-.a. II ORA.WINO NO.
...,,-:,t ~ 331-7
~
I
I
I
I ~
1" • 2' '£R.
1• • 20' HOR.
I
I
I
I \.J ,,
I
I
I
...
Cl)---------------
I
... ------------
I --------~ -------~--------
----
C 2
ML '""'
'f ~-
CONC
r----
I T .
...J ...J <[ >
EA·srER'Cvciit!B PROF1L£.J
,_ ,-,_
I
\
rr"",....,.,""""" -
\_ EXIST. GIUDE"
~STERLY rilf!8 PR""L'"
&t, ·""'
u --u ·u LS U u 1,.,1 1o1 w . w ·-... .... u-
' I
---------.:::-----------
y
' ~ l!I) -
<4' ~ -<l.J'.-
..., -"""c::n ... ") u u ...
\
-., ·-u I~,-u ; -,,,.
----------
-..,,,.,,_ 7 ~
I -----, ~ ( -----------
GRAPHIC SCALE ENGINEER Of WQRK
0 .. ..,
( Ill IDT) C-•2'90 o;.TE
... "'"' .. .. -"'I
-
~ ,r§J'
. . ._J -+I?
I
S!GN
)
---'f'll' ~'f: ~.L
,.,.,,.. ........ ,-.,v,..,._ -V ,--f ;
I
I
I
I
I
I
I
•"--,.,.J ••
1-~ • 2' VER
, t• • 20' HOR.
C TREES
I -'Ill'
~I II~
-
~ 11! ""' ---+~·
•JI ---"'---
II
Jr~!" '£_ <..Ul'(B ..,.
---~ ~~ II
II
:"Ra>-soj;:::_ ::¼
.
""' ..,.. _____
.JO, ----=
~~
~ r
,ye ' --I /rd ( cf ~~-
•
ASPH .. l
L CITJ,..9!..0 C,!Ri.SSAO ~""''""
ALIGNMENT s CARLSBAD Bl''O TUDY PLAN ' . CO ... POSITE ANO PROf'ILE
~ i-1
GRAPHIC SCALE
0 ~
ENGfNEEft AE WQBl( II ~~~~..\<.f<HOFF, INC.
SIJl1!: 10, • W-4 O<GO, CWRlRNIA, -92121
MBUQUDWXa • 5ANlA FE • s-N 0l£GO
DA'lt 11'1'
OTYEJIOllO!DI -, O>.'E
-.£er HO. II ~
OWOl!00"'1. I :531-7
-
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
U 50
SC&£
1• • 2.' ~R.
1• • 20' HOR.
14 00
.
1§. 00
SEE SHEET
CANNON ROAD
'"' so
FOR OVEMENTS
... GRAPHIC SCALE
Miiiil -(!II,..)
"' I
1& 50 171.M ,, SO , .. 00 ,. !!O
\
i'ISPH I ...
ENGfNE(B Of WORK 1:= tl0'.1Z/31/IU O\'"f fMOlll!II! DJ,lf
MJ,RSHAU. k. l'W<TI'. 1s·~ II PftO..r.CT NO. II Df'.4-11(1.
JJe 331-7 Al'f'«MlJ
I
I
I
I
I
I
I
I
I
~
1• "' 2' VER.
1" a 20' HOR.
I CONC
fl uu, ...... ""
L--
,I
.___
GRAPHIC SCALE • to -
')U.111\ -L-,.. l""
-r I l.
CONC
ccmc
h. ' 1 I
I
~ I I
··-.. -
?-i 0 0
CD ~ w
..
I
I i I
atHCH NAR,s
t)[So,ilo.'PaM: VI 3'11
~•'DCtt eo«:M IMRK Cil9< SC1" IT tr.is ~ lt71 Qt A )t(lAL. AOO '«'TH t4St. f'\AT'f: iO ,0 1'. CUYH ti 4 MElOtS
DCA3rD ;N A. PFC IIW3H '181K 1HC CMJJ~
I I I
l-----l--1-----------+---:=I ='i'=~=-ll===Cl=TV::"':::""=~==C=!Rl="'=,_=SB=T=AO=='-=I »-==;i=o::::;I
ALIGNMENT STUDY
CARLSBAD BLVD. -COMPOSITE LaCA.111),j· AT lHC .o.ctOi OJ 1)£ AT~ RAL.W#r.Y MC)' T,i,MMV,Q{ ~tRDT, 1$4..$ FUT NIQRTM or 'ft£ ~ (.7 TAMNtAQ<. PLAN AND PROf'ILE 411 FUT WT fX ff UST /11:MI., J!0.2 R:E'T SOl.fflC.AST 1----------------1-1-_-_----J-t_---➔+_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_---+t-_-_-_------1--t
W:VA~ ~~ P"05T 2lO,. ;\.5 f1ET ~ -:>r" A~ POU. ~===============~ 1::: £l0'.t~J1/IS I ENGINEER Of WQRt<
MMSHM.J. K. PLANTZ C-42790 DATE
'l820 091!:ftUN OftM: sum: 101 II l£EOSHILL-HERKENHOfl', INC.
Sit..'-' 01!:GO, C~UFORNIA 92121
MB(.IQUCRClE • $1,NTA ,c • 5"H ou;a ......,,,,, 1=~2-dl
QTY EJtGlllfEI 0.11:
PftO..EOf No. II llf!AWIONO. I ~ 331-7
I
I
I
I
I
I
I
I 97, ,N
~ , •• 2' VER.
I
1• • 20' HOR.
)
27lllft
lJ ~-t--,,l I I I I IL _ _,----'
_lj\....1....1...LJ~l'--!==--t
CONC
I ~ J~~
ff'.
I
I
I
r ' y ,✓ _, l \ \ ; -.,
\ l .J ,;
\ \ .I / -l
\ \ / r l} f ~ \ l> I
! t 1 f
BRUSH
I
I
GRAPHIC SCALE
I ..
1--1
0 .. -..
(Ql,U,) MAIISIIAU. K, PlAATZ
I
I
I
I
I
I
I
...... .,.
~ 1• • 2' VER.
1• • 20' HOR.
. .... _ ----=t)-::: __/
L/ -
u_,.,. 'U,
~ j!'
----
~
,,,. ...... u,\ -r:
·"" 'I.ti.
I CONC
-
,M
J r l l
~ /
)
" """' ,A, ~ ... ,111'1 .... '"" .........
-1C "!! ~
-0
lfT
" I
--Jn!Z-5~/f ----____,,_/__ ff : -. ,_,.,,.,,.,.. ......... ~""""-"""'_""",..,.,..,_,..,..,,....J...
LI u--uu ___ .,.. u u u -1.,1 -,r
----------T
]"
Ji
if
1 ~
BRUSH j E
)
GRAPHIC SCALE
IO O IO
(INJUf )
-
J t y
l l
l t ;r--r----l t
BENCH MAftlS
\ \
', \. ,
ENGINEER Cf WORK
M""'SH..U. K. PlAl<T2 C-42790 DA TE
--.-.,,,,,
ti
BRUSH
.u\.LN>
-...,,.,..----u u u
T y
t--t---t-----------,c----tl::: ="'f'=1==-l=I =Cl=TV='"=o=J!=·=c=ea-= .. =,_=sa='=AD===-' =I KE1S=30::::::I
I
I
-..... ..... LIUI .tt.lnft .oLOlN\
~ I 1• • 2' '1ER.
1• • 20' HOR. ,_ ,_
'/ ,_
-+,IJ, ::1 ,t
....
I ::,,
C□NC \
L f'--.. -~
--
_j ' ' I --
'--
~ !JI t,
..;
-
I ~ !?i~ ,_
u u ><._,t:'. -u
! -
,,,f' ~~ ~
~ 24' .. 1r
r-.f"Yrl.,.,._...,_,, = u u u u -u u u u u -. 1 ~ I
'LI D'
(R" ul\
) t
I r ------
I T
~ '\· ....
-....:::._---
y
I
I BENQ1 MAft!S
I
GRAPHIC SCALE £NGJNEER QF WQRk
40
MAltSHAl.l. K, PLANTZ C--12790 DATE
I
I
I
I
I
I
I
I
I
I
I
I
I
\ I
" ~,s
~\ i I 1 \ ~
"' \" \ \
•Q~l \ \
--f-1 " \\ t69\\
-4--U
f
\\ \
\\
PH
" I •&-<!;,
\ \
\ " '
+ 0
u > a,
.,,. .,,.
SEE SHEETS 0,1218 le 2♦ f'OR
CARLSBAD BOULEVARD IMPRO\-EMENTS j
I · GRAPlilC SCALE
0 to
( l!I IU7)
--
...
~ "' co
:! .,, .,,
---
I\SPH
P'-1 ELEV • 56.14
j I\SPli
~
1-1-~~_:=#==_=_==_~~~==l====F;,,;;-F½=,4:=:==\:~=bd ;
t---t-+---------+---11~.~ I P1io.te'r HO. 11 ~:·,•-iio.1 C-42?VO IM_lE ___ , _,..,.,....., • """"' Ft • .,.. 0E00 ,_ _ ~ ~
0-'Tt IIY M'\ll80HS 11¥1fftlMD
I
I
I
I
I
I
I
I
,.,, LNl
SCALE
1• ., 2' VER.
1• • 20' HOR.
t'J,L<VI ta.LIVI .... L.N. ••-l N\ ,...l,... ..... "'"
C
E
C
E
C
C
C
[
C APPENDIX 2
C
£
C
C
C
C
C
C
C
C
--ALT-1 -CONSTRUCTION ESTIMATE -CARLSBAD BOULEVARD 17-Feb-93 -PLANNING LEVEL COST AND QUANTITY ESTIMA lE -ITEMIZED LISTING -UNIT OF TOTAL UNIT COST -DESCRIPTION MEASURE QUANTITY COST -1 CLEAR AND GRUB AC 3.39 $1,000.00 $3,390 -2 DEMOLITION LS 1 9,525.00 9,525
3 PAVEMENT REMOVAL SF 67,746 0.13 8,807 -4 EXCAVATION CY 7,029 14.00 98,406
5 EXPORT CY 803 20.00 16,060 -6 PAIVA TE UTILITY TRENCH/CONDUIT LS 1 50,000.00 50,000
7 ADJUST VALVE TO GRADE EA 30 350.00 10,500 -8 ADJUST WATER METER TO GRADE EA 42 350.00 14,700
9 RELOCATE BLOW-OFF EA 1 750.00 750 -10 RELOCATE FIRE HYDRANT EA 3 1,000.00 3,000 -11 AGGREGATE BASE CL II TONS 2,904 15.00 43,560
12 ASPHALT CONCRETE TONS 3,633 33.00 119,889 -13 CURB AND GUTTER LF 6,926 8.50 58,871
14 MEDIAN CURB LF 6,058 8.00 48,464 -15 CONC. DRIVEWAY (4•) SF 3,760 3.00 11,280 -16 SIDEWALK SF 27,552 2.00 55,104
17 PEDESTRIAN RAMPS EA 13 300.00 3,900 -18 STORM DRAIN INLET EA 8 3,500.00 28,000
19 STORM DRAIN CLEANOUT EA 4 3,000.00 12,000 -20 15• RCP LF 220 54.00 11,880
21 STREET LIGHTS-RELOCATE EA 8 1,500.00 12,000 -22 TRAFFIC SIGNALS (MODIFY) LS 1 35,000.00 35,000 -23 LANDSCAPE AND IRRIGATION LS 1 22,500.00 22,500
24 MEDIAN PAVING SF 45,500 2.50 113,750 -25 SIGNING AND STRIPING LS 1 25,000.00 25,000
26 TRAFFIC CONTROL LS 1 10,000.00 10,000 -27 ADJUST MANHOLE COVER TO GRADE EA 36 250.00 9,000
28 WATER RELOCATION (18+00 TO 26+00) LF 800 60.00 48,000 -29 RETAINING WALL SF 3,600 12.00 431200 -SUBTOTAL $926,536 -15% CONTINGENCY 1381980 -TOTAL $1,065,516
CE_SUM1.v.1<1 -----
----
-ALT-2 -CONSTRUCTION ESTIMATE -CARLSBAD BOULEVARD 17-Feb-93 -PLANNING LEVEL COST AND QUANTITY ESTIMAlE -ITEMIZED LISTING -UNIT OF TOTAL UNIT COST -DESCRIPTION MEASURE QUANTITY COST -1 CLEAR AND GRUB AC 3.54 $1,000.00 $3,540 -2 DEMOLITION LS 1 9,525.00 9,525
3 PAVEMENT REMOVAL SF 67,846 0.13 8,820 -4 EXCAVATION CY 9,329 14.00 130,606
5 EXPORT CY 3,953 20.00 79,060 -6 PRIVATE UTILITY TRENCH/CONDUIT LS 1 50,000.00 50,000
7 ADJUST VALVE TO GRADE EA 30 350.00 10,500 -8 ADJUSTWATER METER TO GRADE EA 42 350.00 14,700
9 RELOCATE BLOW-OFF EA 1 750.00 750 -10 RELOCATE FIRE HYDRANT EA 3 1,000.00 3,000 -11 AGGREGATE BASE CL II TONS 3,317 15.00 49,755
12 ASPHALT CONCRETE TONS 4,353 33.00 143,649 -13 CURB AND GUTTER LF 6,926 8.50 58,871
14 MEDIAN CURB LF 6,058 8.00 48·,464 -15 CONC. DRIVEWAY (4") SF 3,760 3.00 11,280 -16 SIDEWALK SF 27,552 2.00 55,104
17 PEDESTRIAN RAMPS EA 13 300.00 3,900 -18 STORM DRAIN INLET EA 8 3,500.00 28,000
19 STORM DRAIN CLEANOUT EA 4 3,000.00 12,000 -20 18" RCP LF 335 54.00 18,090
21 STREET LIGHTS-RELOCATE EA 8 1,500.00 12,000 -22 TRAFFIC SIGNALS (MODIFY) LS 1 35,000.00 35,000 -23 LANDSCAPE AND IRRIGATION LS 1 22,500.00 22,500
24 MEDIAN PAVING SF 45,000 2.50 112,500 -25 SIGNING AND STRIPING LS 1 25,000.00 25,000
26 TRAFFIC CONTROL LS 1 10,000.00 10,000 -27 ADJUST MANHOLE COVER TO GRADE EA 36 250.00 9,000
28 WATER RELOCATION (18+00 TO 26+00) LF 800 60.00 48,000 -29 RETAINING WALL SF 3,600 12.00 431200 -SUBTOTAL $1,056,814 -15% CONTINGENCY 1581522 -TOTAL $1,215,336
CE_SUM2.W<1
-
------
--------------------------------------
ALT-3
CONSTRUCTION ESTIMATE
CARLSBAD BOULEVARD
PLANNING LEVEL COST AND QUANTITY ESTIMATE
DESCRIPTION
1 CLEAR AND GRUB
2 DEMOLITION
3 PAVEMENT REMOVAL
4 EXCAVATION
5 EXPORT
6 PRIVATE UTILITY TRENCH/CONDUIT
7 ADJUST VALVE TO GRADE
8 ADJUST WATER METER TO GRADE
9 RELOCATE FIRE HYDRANT
10 AGGREGATE BASE CL II
11 ASPHALT CONCRETE
12 CURB AND GUTTER
13 MEDIAN CURB
14 CONC. DRIVEWAY (4")
15 SIDEWALK
16 PEDESTRIAN RAMPS
17 STORM DRAIN INLET
18 STORM DRAIN CLEANOUT
19 18" RCP
20 STREET LIGHTS-RELOCATE
21 TRAFFIC SIGNALS (MODIFY)
22 LANDSCAPE AND IRRIGATION
23 MEDIAN PAVING
24 SIGNING AND STRIPING
25 TRAFFIC CONTROL
26 ADJUST MANHOLE COVER TO GRADE
27 WATER RELOCATION (18+00 TO 26+00)
28 RETAINING WALL
CE_SUM3.'M<1
UNIT OF
MEASURE
AC
LS
SF
CY
CY
LS
EA
EA
EA
TONS
TONS
LF
LF
SF
SF
EA
EA
EA
LF
EA
LS
LS
SF
LS
LS
EA
LF
SF
11-Feb-93
ITEMIZED LISTING
TOTAL
QUANTITY
2.15
1
75,094
5,441
863
1
30
42
2
2,470
3,084
6,506
6,108
3,760
27,552
13
7
3
165
6
1
1
45,500
1
1
36
800
100
SUBTOTAL
UNIT
COST
COST
$1,000.00 $2,150
9,525.00 9,525
0.13 9,762
14.00 76,174
20.00 17,260
50,000.00 50,000
350.00 10,500
350.00 14,700
1,000.00 2,000
15.00 37,050
33.oo 101,n2
8.50 55,301
8.00 48,864
3.00 11,280
2.00 55,104
300.00 3,900
3,500.00 24,500
3,000.00 9,000
54.00 8,910
1,500.00 9,000
35,000.00 35,000
22,500.00 22,500
2.50 113,750
25,000.00 25,000
10,000.00 10,000
250.00 9,000
60.00 48,000
12.00 ____ 1~,200-
15% CONTINGENCY
$821,202
123,180
TOTAL $944,383
C
[
E
E
E
E
E
E
E APPENDIX 3
E
E
E
[
[
C
[
[
[
[
---
----------------
-----
---
------..
CANNON ROAD
ALIGNMENT CONSTRUCTION ESTIMATE
CANNON ROAD
PLANNING LEVEL COST AND QUANTITY ESTIMATE
DESCRIPTION
1 CLEAR AND GRUB
2 DEMOLITION
3 PAVEMENT REMOVAL
4 EXCAVATION
5 EXPORT
6 ADJUST VALVE TO GRADE
7 ADJUST WATER METER TO GRADE
8 ASPHALT CONCRETE
9 CURB AND GUTTER
10 CONC. DRIVEWAY (4")
11 SIDEWALK
12 PEDESTRIAN RAMPS
13 STREET LIGHTS-RELOCATE
14 SIGNING AND STRIPING
15 TRAFFIC CONTROL
16 ADJUST MANHOLE COVER TO GRADE
17 RETAINING WALL
18 PROPERTY AQUISITION
CE_SUM4.W(1
UNIT OF
MEASURE
AC
LS
SF
CY
CY
EA
EA
TONS
LF
SF
SF
EA
EA
LS
LS
EA
SF
LS
11-Feb-93
ITEMIZED LISTING
TOTAL
QUANTITY
0.39
1
1,260
600
600
7
1
380
605
90
2,723
4
2
1
1
6
1,685
1
SUBTOTAL
UNIT
COST
COST
$1,000.00 $390
950.00 950
0.13 164
14.00 8,400
20.00 12,000
350.00 2,450
350.00 350
33.00 12,540
8.50 5,143
3.00 270
2.50 6,808
300.00 1,200
1,500.00 3,000
7,500.00 7,500
5,000.00 5,000
250.00 1,500
12.00 20,220
2,000.00 ___ ....;c2=,ooo....c....c_
15% CONTINGENCY
$89,884
13,483
TOTAL $103,366
C
[
[
t
[
E
£
E
[ APPENDIX4
C
[
[
[
C
C
C
C
C
[
Carlsbad Blvd. (Phase II)
MEDIAN TREATMENT'S
C
[
C
[
C
[
E
E
[ APPENDIX 5
C
C
C
C
C
C
[
C
[
C
---., ---------------:e
---
----------
---
~URVEYED BY B(, ( (! I
SURVEY OF C,tJRl..58.4D AER/ll,t DATE ____.5''--_,_.//._-..£~~2'.~------
/. INDEX 1...._c;,~.&9p .8~VP,) --------
~ ~ \\)
~
~i "'"r ~ ~ ~ "' " ~~ ........ 1
'\J " If'-~ ...... (\}
~ I ~
-,l •
I ~·
..
~ "-:::.. -i~
PAGE 1 0;=-.3
: ll
! :· . ·j
> !
-URVF.YED BY .f'4 .... ,-(;.._r ____________ _ DATE J II-,z.
•uRVEY OF 6)~ Aee(IJL INDEX _________ _
(c_pet.Jd'~P Pt.PP)
PAGE Z oE..3'
-------
-----~ -~ ---------------------
--.. -. ------
-----------------------------
SURVEYED BY ~P.~~~e?t:c~=---------------
SURVEY OF Ci1U.tB?R Bt. l(P, llF&1AL.
DATI! .!YJ4t9Z..
INDEX _____________ _
'"f""/' ....... ,
r-·'·· ---Y---,~-r--1~rr·r
i j
PAGE ,3'4£.!1
,,
11 11 11 I I I I 11 11 11 11 f I It 11 11 --1111 If II II -I I
i-f<.AVf:R.S~ A-N..t> -r-,c IN PltNE:1-$ TRAVERSE DATE 3 -\0 -'} l PG. l OF;s-w.o.
JOB LOCATION C~LS8A1> CREW
I' MI ,:, AM> BL\/ t> AE'l!A-L BG.C.T
PT. OCCUPIED II lQ.I ,~ • 2l.!:' gc 812:;' PT. SIGHTED N IQ?. "€"AO flrl e1~!;. gf at,• PPM. BAR. INST. HI.
Pc::.""lt /l'lltP '3311:. Pal MH "33 I?. TEMP. MON. ELEV. N 19tOC>Q N COORDINATE COORDINATE E IOtQ~ E REF. BEARING OR AZ EDM OFFSET 0-00-00
PT. HORIZONTAL SLOPE HORIZ. VERT. VERTICAL COORD. COORD. SIG. HORIZ.
NO. ANGLE DIST. DIST. DIFF. ANGLE NORTH EAST HT. DIFF. COMMENTS/ NOTES
•)
/OZ. ~ -tJo -or, ~08, °)I, S-08, ~5' ~o · I~· O'?J r)JD L~ .Ult> 01 tL ~F' Rl'1~
"' '(.)
:Q z~,-4~-7tJ Pd Mir() 3~1 t r,, ,f'Ji
"Y -~P-11.P -/~ (I dl.n..O Ofl. ,.. CM..L<;P.,M 11.Yl
,') '}
/03 1-34-47 ~-~~ 5"0"1. ~t ~o-z.1-~II ~t:"T .p~ ~'f-4-
r) p)
"' 3'-oc, -3l z~,-J1-4ln "I
)) -->
I -!>4 ·4lP r,o -zi-e:,6'"
,) ,)
104 180 -~4--n ~Oh /,.J,. 30/_i,, l,(.p 90• OJ-4-~ ;er P'< H V· UJ
~ n ?)
I· 48 · 33 ~_/,.Oj.55'-5'\ ... ) ... )
1~,;-5~. ll ~O·O~ -G')
I-•)
~ 10;' l 19 -~~-6?;-/\~ ~l. II ?l. 51 ~o-!Ir~, ,rop ~,-1), (.,.)1""1 I ,Ml'lAI, .,.j/ 3"
t,) -::,;. -,G', -5'.)-4~ Z.t&>~·-42-5'3 ll(A<.~ CAP ~O ftHJCH @_
): "')
17~-5'-.i;-G" c,o -; ,,, -J;"?_ I ~T l/{NNl>N RP ~ l'ltfLS&M> 8L't'.D
I I I I I I I f I I t , -
,---R. ft\/E7<...S€ A-ND T J ~ IN f>frN fLS
'
\
l
-<\..
~ ¢' r
Q..:
PT. OCCUPIED ti
COORDINATE
PT. HORIZONTAL
NO. ANGLE
,}
I o(.p /RJ· 2~·31
l'I
Z. • 51 ·03
'-)
I~\·?.&· ~r...
1)
J07 /~• ?1· J7
t)
t) -6"4· 31
""'>' /a?--z.1-\~
j
\08 /A/J • ;',4-• Z.O
z,)
I-A.8-35'
"Y
J~-5'"-4 -18
1)
JC,~ /8o-t>4· IB
/0!)
N
E
SLOPE HORIZ.
DIST. DIST.
~'34,lo~ Z.34, lo 7
•·
JZ.3£. i., JZ3t>": Zit
1434.40 1434. 5~
/,,76.l./~ ~z;-. z4
I I f I 11 II 11 II 11 If II II II It I I --
TRAVERSE DATE 3-JI)· ,t PG. z.. OF /.S-w.o.
JOB LOCATION Q~\.Sf,ild> CREW
CMlL.~~ "1) Bt...~J> ~-,_,M Ba,, C. T
PT. SIGHTED N Io l PPM. BAR. INST. HI.
N TEMP. MON. ELEV.
COORDINATE REF. BEARING OR AZ EDM OFFSET E (")•OO·OC>
VERT. VERTICAL COORD. COORD. SIG. HORIZ.
DIFF. ANGLE NORTH EAST HT. DIFF. COMMENTS/ NOTES
•)
CJo· ~4· 4l ,:,,:T PK. ~"1-,o
I.)
z&>, · 3-4-n.
I\")
,o-z.4-6'~
1)
~!)-,,. 5'8 c;;::'"i p \( ',J.\J-\ z.
l) z~,. 3\· 14 -..;
,0-26-It.
')
o/J• it,-Jo ~.rr f'o"'" ~fl.11.. 1"1 .,-o-f
t)
lb~•??•01 ,,F coR.P.
~
7o -Zt-4Z.
1)
9n-z;,,. ¾ 5€T' r,,,l'J/'. NA,L ,,J
~) ~~~-u..-4~ At..
~ ·,o · ?.t. • 5Z.
--
I I I I I I 11 11 11 11 11 11 II II 11 It II 11 11 11 11 I I ---
-,/2...ftvt:P..S€ A-NJ> I/€ IN f'/f-N€7...> TRAVERSE DATE
w.o. 3 • \O • ~7 PG. 3 OF;s-
JOB LOCATION a l4-1t i. s a,Aj) CREW
c.A-iti..s. &M> 6LvP /1-Q\M-SG c:T
PT. OCCUPIED II ,o,. f-'.OL.. PT. SIGHTED N /0~ PPM. BAR. INST. HI.
N N TEMP. MON. ELEV.
COORDINATE COORDINATE REF. BEARING OR AZ EDM OFFSET E E a_·oO•OO
PT. HORIZONTAL SLOPE HORIZ. VERT. VERTICAL COORD. COORD. SIG. HORIZ.
NO. ANGLE DIST. DIST. DIFF. ANGLE NORTH EAST HT. DIFF. COMMENTS/ NOTES
I JO
1)
)?'a· I I· l.~ 314. \3 ?1~.~B
')
8B -Z.3 ·41 s~T P\< ',J.,\J -\ \
~ ~) ?)
?'_Pn • Z2. ·A~ z:1 \ · 3h· ..fl.
3") "Y
ZZ.b·\\·ZS ea-z-4-n't
.
I I I I I I -I I I I I I I I I t I I I I I I -I I I I I I I I I I I 1-1 I I I
-rR. fyJ €"R. $ t: /l\-Nl> ,-, E" l N PAN e:t.,S TRAVERSE DATE "!-\0 -~, I
w.o. I PG. ~OF;,s-
JOB LOCATION C,ML.j&ln) CREW
t'.~,-~,;A-b B1-vl) .4€72114-L 66, C.,.
PT. OCCUPIED II ,o a PT. SIGHTED ti !Of: PPM. BAR. INST. HI.
N N TEMP. MON. ELEV.
COORDINATE COORDINATE REF. BEARING OR AZ EDM OFFSET E E o-oo·DQ.
PT. HORIZONTAL SLOPE HORIZ. VERT. VERTICAL COORD. COORD. SIG. HORIZ.
NO. ANGLE DIST. DIST. DIFF. ANGLE NORTH EAST HT. DIFF. COMMENTS/ NOTES
J Jl /~J·Z7·t>5' /1.1 1, 1 ~ /,, i P,. ,~ ~, -3~ -63 ~t:, Pk ~'I-I 3
\ i.2 · :S"'4· ol z:1,.R• 1, • 11
'
J;'I· z:1-04 "'-M-oB
. II Z 188· c,4,-~~ I 3SZ. 73 I 15"l, 5"1 ~1-01-u, ~ c'T Co~r. NA--\• I ,J
'
/ts,-o,-513 z'-s-ra-1, p~ 1'11 t="l) I A-tJ
/88-o~-.r:-~ :}1-ol--?I
'). 1)
113 11~8-MJ -5'"~ l .. 01. BJ h,o I. 5°7 91 · 4 \ ·oA s~, Ct:iklr NAIL. IN AL
I t)
' e1 .. ~-,a-30 . ""') 9\-4\-\«}
I I I I I I -11 It II 11 11 It II 1, II II II II II -I I I I -I I
i'IUW€:R.5[ A-ND ti! IN PA-N~L.$ TRAVERSE DATE 3-\0-~?. PG.~ OF;S" w.o.
JOB LOCATION C "'1t.L. s 6PrP CREW
C.~ t. !>6 AD !t.. VP A E7( I~ t. BG., CT
PT. OCCUPIED I ll3 fbL-PT. SIGHTED N L08. PPM. BAR. INST. HI.
N N TEMP. MON. ELEV.
COORDINATE COORDINATE REF. BEARING OR AZ EDM OFFSET E E o·oo-~o
PT. HORIZONTAL SLOPE HORIZ. VERT. VERTICAL COORD. COORD. SIG. HORIZ.
NO. ANGLE DIST. DIST. DIFF. ANGLE NORTH EAST HT. DIFF. COMMENTS/ NOTES
1) ,>
µ, v. ,A 114 e.54-45-Slo 380.0\ ~ &?n.DO 9D·?~-5/r. .s~T Pl(
~ z, ?)
\ /4~-ii· 57 Zt,,C}• ~ 3 • 4.3 \
IA.) 'Y Z~,f-45·5' ·~• 7Ja• 07
It 11 11 11 11 ti 11 11 I I I f I t -
\-Q...
~
F
-
-r'R.~ 8t ~ i ~ t> Tl t" I N f' ,tr-tJ;;t.S
PT. OCCUPIED II qz
COORDINATE N
E
PT. HORIZONTAL SLOPE HORIZ.
NO. ANGLE DIST. DIST.
1)
11 G' 'H?·.+3· I 7 J~~4 B'} / '}~A-. /J,?
t.)
;;,,,, ,_ zll, -1 z.
.,.,_)
jJ 3 -4-l-/lo
TRAVERSE
JOB LOCATION C,\<t\.S&l\1)
t"f'rllt.'S~~ ~'-"£> ~,A.,
PT. SIGHTED N 1Q6
COORDINATE N
E
VERT. VERTICAL COORD.
OIFF. ANGLE NORTH
')
~9 • O_? • I~
Z,)
i. w. i:1.-,4
"'J. 8~·03·33
I I I I I t f I I I I I I I I I -
DATE ~, \0-C}t I
w.o. I PG. Le OF/S-
CREW
BG I c.---
PPM. BAR. INST. HI.
TEMP. MON. ELEV.
REF. BEARING OR AZ EDM OFFSET
t) • ()0 • oo
COORD. SIG. HORIZ.
EAST HT. DIFF. COMMENTS/ NOTES
5~i 'J / ~ II (? f:"• P,/ril oi-l
r.>,R, 12:.R. Pll'C'~S n rrMJ
11 l 111 11 ti II 11 11 11 II II 11 11 It 11 I I t I I I I I
t
~ q: t
-
-r-R"r've:R. >~ IHJ1> 'Tl~ IN Plr-A/~i_S
PT. OCCUPIED ti !15
COORDINATE N
E
PT. HORIZONTAL SLOPE HORIZ.
NO. ANGLE DIST. DIST.
,)
1\/o zz4-.4R-J4 14-04 \li, 1AM, 110
~)
~ RC}-~~-es ,..,
lZ4·48·l4
--
TRAVERSE DATE 3· • 0 -~~ PG. 7 OF JS-w.o.
JOB LOCATION C.frR\...S 81\-P CREW
tJt-e1 c.. ~~ Bt..\/D A-l:"'~111'1. P.r~ c-r
PT. SIGHTED ti IIZ PPM. BAR. INST. HI.
N TEMP. MON. ELEV.
COORDINATE
E REF. BEARING OR AZ EDM OFFSET 0-00-00
VERT. VERTICAL CO ORD. COORO. SIG. HORJZ.
DIFF. ANGLE NORTH EAST HT. DIFF. COMMENTS/ NOTES
>)
90 • t,(p•OB 5e::'1 C1> .. Jt. tJAIL.
l) z,,_ -5'?-J4
.-.,
~o • 01. -\ 7
11 It 11 II 1111 1111 II 11 11 11 11 11 11 -I I I I I I -I I
"'
V\
V\
'
Q..
.... -i
~ }.:
-
-r1<.ftvt:T1lse; JrNf> 77€ ,1J't/ l'A-N€1-S
PT. OCCUPIED II JI~
COORDINATE N
E
PT. HORIZONTAL SLOPE HORIZ.
NO. ANGLE DIST. DIST.
\)
5G-4,4' I\ 1 Z13· 30 ·t>O ~~4.5"~
Z,)
181-oo-o\ ... )
Z73-YJ -o\
1)
l I 8 2. 73-~' ·5't.P 5'C'I. 7 z. 6G'/,ZI
,)
\ Bio -~?-5'~
W\ -""'~ ---.,,,,._
-· -u Z.T~ozq 't;,E "
', n, z 73 • ,()-~.J ijJ:J/., ?. !t t.11 ... ~4
~
181-C>/ -47 .,.,
?1~. 30· J,"""..q
,,
12.o z 7l· t.')·;/D ~li,3, 38 %,3, '3~ ,._,
184-~-,-e3 ... )
2.1?.-t<}-4?..
TRAVERSE DATE 3-10-~z. I w.o. I PG.8 OF;.r
JOB LOCATION a.,.+1t.t.Sd,tt> CREW
a,~1,.St!lrl:> Bt..\/f> /f-c::R.llrf-.8(.,, C j
PT. SIGHTED 11 LI~ PPM. BAR. INST. HI.
N TEMP. MON. ELEV.
COORDINATE REF. BEARING OR AZ EDM OFFSET E s:;2-e:so-00
VERT. VERTICAL COORD. COORD. SIG. HORJZ.
DIFF. ANGLE NORTH EAST HT. DIFF. COMMENTS/ NOTES
1)
~-20 ·4'l.. F'~t) ~"T'!) LI.:"11 Ml'iu.J t,J/J''
l)
Zlo")· JB-5"9 BR.'°"S~ Pl~~ ,.. Put.JC 1-l (ti'
")
~n-7f'J•~? ,~, CM.l~l'I~ Q.1:> ,._,l AA&oL
Hv-B
•)
~t>-~l'l • l ~ F"Nt> s-ro. wt-7-.t.. MON ..,)A,,
!)
Zt,,~-?'; -\ \ 'BR"'-SS \>1V ~ Pot-le.~
""1) --··
~o-iD· 3, P~f
1)
/!NI> ~TD w~1..c... t,,,.~AJ w;.s" 8" • 43-111/-u
~70-/(p·c,~ P,/1,.f'OS ~15c, -to PL.INC..fJi SC.. ... )
8,-A,J-45'
t/
8?-1,-t>{p FNf> ~-rD t,,JCU.. MDN ""/-?,''
I.-)
l:7() -4{) -38 JI
SA..M.S DI>'-S1i't.MfE:J) ~.P. .. , ; ,, a,-,~ -1-4 n,, ~v Rve't ,,,.,,,,o,J ~
,Ill,-Cl,,Nt.Jo-,.J tC.D A.lJI>
' u, s RD9L£> Pl{.
'
I I I t I I t I 1111 l 111 11 ti It 11 It If 11 I I I I I I
.
..J
()
Q
-
-r-tUWE1l.S€ Mt> ,-,~ 1N .PJ't+Jfl.S
PT. OCCUPIED II IJ{t
COORDINATE N
E
PT. HORIZONTAL SLOPE HORIZ.
NO. ANGLE DIST. DIST.
,)
l z. \ z7z-z.,-~~ /,.op,, \ lP ~I')~.\/,
--
TRAVERSE DATE '3-;o,'}z. PG. C:, OF;s-w.o.
JOB LOCATION ~A-,\L.58AD ltlRIIJL CREW
66. c.·
PT. SIGHTED ti I\ 5" PPM. BAR. INST. HI.
N TEMP. MON. ELEV.
COORDINATE REF. BEARING OR AZ EDM OFFSET E ~-oa·oD
VERT. VERTICAL COORD. COORD. SIG. HORJZ.
DIFF. ANGLE NORTH EAST HT. DIFF. COMMENTS/ NOTES
,)
~o-00·4'} se-r (',,.,,..1e. NA11. ..
£.}
Zlo~· 6o·5~ I'),., 77JP o,.C:-AC. BER/1
'-.J
°>O·oB 5t) -<, i'-::I RcTc.~RN cl .4Pl?t?t...
r ~ C/Jlv'A/0/./
I I
11 1111 i I 11 ll II 11 II ti II tt 1111 If It II II ---I I
T/t-1111~745'!: ,4/,/D TIE//11 ?Al'-l~.S TRAVERSE DATE 3-/2 -1Z. I w.o. I PG.10 OF1..,-
JOB LOCATION C;f/U.SBIIP Bt.vP. /#:~At, CREW ,::,,
/)AJ M~
PT. OCCUPIED II L21 PT. SIGHTED II //~ PPM. BAR. INST. HI.
N N TEMP. MON. ELEV.
COORDINATE COORDINATE REF. BEARING OR AZ EDM OFFSET E E a·oo·m
PT. HORIZONTAL SLOPE HORIZ. VERT. VERTICAL COORD. COORD. SIG. HORJZ.
NO. ANGLE DIST. DIST. DIFF. ANGLE NORTH EAST HT. DIFF. COMMENTS/ NOTES
1) I)
JZ? Bo-on -.(',-, Zt:/o,z.4 Z~/J, Z4 tJ, .? 2. 89-s"' -/o I/Ji/~ --(rr Pl< ;,,..; /Jt1
~
il) IZ/
Joo ' :5 L_! C/IAIA.JtM.,/ oAJ
1,
lk>-01-L5 2~-.:::>~-4S
~) 80 -ao -53 '1) fl'· 5~ -13 a.A~l
I I I I I I t I 1111 II 11 11 II 11 11 f I t I I I 11 I I II 11 ---
7£.fl/JEeSE c,ncJ PllN.31-TIE 1/v TRAVERSE DATE :;: -11-ti? PG.JI OF ;s-w.o.
JOB LOCATION CREW
t.,4PJ ", 1~/.fr, A FPlllt-{)N ~
PT. OCCUPIED II LZt:J PT. SIGHTED N //&, PPM. BAR. INST. HI.
N N TEMP. MON. ELEV.
COORDINATE COORDINATE REF. BEARING OR AZ EDM OFFSET ,ea ,0 t:1. E E
PT. HORIZONTAL SLOPE HORIZ. VERT. VERTICAL COORD. COORO. SIG. HORJZ.
NO. ANGLE DIST. DIST. OIFF. ANGLE NORTH EAST HT. DIFF. COMMENTS/ NOTES
~ I.;] Bo-or,,·oo 7/4r'?, 7 Z 7~0, 72 3.3S 89 -A.Lt. • _c;o <, F -r p V, • I L1 // fl ft/ • 5
; 276 -15-15 ) Ito· ti· 55 t. ~/2:r 1,;,,,-,,~ LO$ Pd.Ju
' 80-~s-sg 89-44 -47
11 11 11 l I 11 It 11 It I I I I -t I I I I I 11 t I 11 I I II -I I
~
~ '\:I: ~ 1---
-
11!.JJJ.~[ ::,ff c,rd Pevi~I T.I£ IN
PT. OCCUPIED II 123
N COORDINATE E
PT. HORIZONTAL SLOPE HORIZ.
NO. ANGLE DIST. DIST.
'I
IZ-4 !&:;-2S·2£ 1e?;,,, 93 /9. 7C1 93
l)
() -.5o-~
~
1go-z5-z5
TRAVERSE DATE 3-11,'JZ PG. tZ-OF;.s-w.o.
JOB LOCATION CREW
I'_// R. l !:iP.4 r, I} FI? t ,O I -DAJ M~
PT. SIGHTED tt 1,0 PPM. BAR. INST. HI.
N TEMP. MON. ELEV.
COORDINATE E REF. BEARING OR AZ EDM OFFSET
VERT. VERTICAL COORD. COORD. SIG. HORJZ.
DIFF. ANGLE NORTH EAST HT. DIFF. COMMENTS/ NOTES
I/
-I, 0/3 9o -oz. -10 <.ET P. I<. AIA JJ JIV-1
z.)
~-C:-J;l-o< Q: r,,.,f I -.._ l?.ot:?, r-t /ti/." -
l"l.l
t:fo-oZ-o.3
-
.
I I I I t I t It I 11 11 'I 11 II 11 11 l i 11 11 11 II 11 11 -
T e/lilfl?.SE ar,d ,='t:,._,,.,~/ TIE IN
PT. OCCUPIED II lZ.4
COORDINATE N
E
PT. HORIZONTAL SLOPE HORIZ.
NO.
I /25
I
"' "' 17/-
' , IZ 7
i
I
ANGLE
•)
27/-Oo-lO
z)
182 -oo-tS<
111,J
Z7f-OO-o.3
1)
00 -OJ-!O
z.)
CfJ-oz-15
All,)
0/J -,,,.,, -08
')
Zt;)o-39-IS
Z)
41 -18-25
'"';)
2./Jo-39-/3
DIST. DIST.
zq,7 ?7 Z'JZ., /9
C//44 7,(' 7/..JI., 7:;:
l,.~2. 97 (,,p,,2 97
--
TRAVERSE DATE <-JI-1-::' I
w.o. I PG.13 OF;~
JOB LOCATION CREW
l412L5 /'...,,40 4FPJ4/ O,N ,m')
PT. SIGHTED ti l2J_ PPM. BAR. INST. HI.
N TEMP. MON. ELEV.
COORDINATE REF. BEARING OR AZ EDM OFFSET l'2a£.fil.:L. E
VERT. VERTICAL COORD. COORD. SIG. HORIZ.
DIFF. ANGLE NORTH EAST HT. DIFF. COMMENTS/ NOTES
I)
-$, 77 '11-43-zo c°""'d /;,,,.r '"'' --./.c. r1a,1
z.) ,•
2{:,J?-17-/0 7;,. ... ~ InJe /fJ::;,,,2&,./10 i
Ill',)
91-,13-oS (A,/~1:,..d /Zlt/f') f/J/-2.
1)
-(,,,,(..,'] t/o -z.3 -ss .5.!=T P, k Air,,' J /-J 61 -=?
l)
zd,9-~-Z5 "!I';;' ::e..,~ t;, r,,.,J-('.:f?r=2 /) E
"1&)
C/o-23r45 Le,.., I? ,-,t. ,~ <.
1)
-1.10 C/o-o~-b-. Sr; T co,-.,-r ,._✓ ,, r. I 1:5 ' so, _.1-/,
z)
Zt,9-SA· 40 ,-,1 ,,~ ,, -~ ·"' k, ,-.cl ;,., !"1/e. ... -1-
"'zJ ~-
9c-n<-30
~
f nr,, o,f (,:-,-1, 1:._v • .--f r· , ;,~ i
P,.1,,~-r_r ,4,,-,..,,,,.+ ,·y ,,
I I II II 11 & I II -II t I 11 II t• 1111 -I I I I I I I I I I -f I
1 12.f/ V f f .. ~ € ~ Pc .. _r1~/ TI€ /)I/ TRAVERSE DATE 3-//-f? I
w.o. I PG. 14 OF/S-
JOB LOCATION CREW
Lil R. L<,A,4 D IJF v I l'>t-DJ.I 111<.
PT. OCCUPIED II l'C.1 PT. SIGHTED ti LZ1. PPM. BAR. INST. HI.
N N TEMP. MON. ELEV.
COORDINATE COORDINATE REF. BEARING OR AZ EDM OFFSET Topcocf E E '
PT. HORIZONTAL SLOPE HORIZ. VERT. VERTICAL COORO. COORD. SIG. HORIZ.
NO. ANGLE DIST. DIST. OIFF. ANGLE NORTH EAST HT. DIFF. COMMENTS/ NOTES
I I
,02.. 337-13-I~ /tt>3 I~ /t,c,_~ ,0 ~ -8.n 90-17-,J..c' :5:: C: o.::.~c:. I
z. z
3/-1-U -Z5 v .. 9-4z-3s ,.,L ,.,l
337-13-13 1cJ -/7 -.~ !>
.
I I I I I I & I 11 II 11 t I 11 II t 11111 11 II II II 1111 ---
r JZ/i 11 !!es£ !' p,.,,e,1 T11~, IN TRAVERSE DATE 3-JI-'!L PG.;.5 OF /s w.o.
JOB LOCATION CREW
{AIZLSM1) 11.EJ? IAL.. /),II, /f'lS
PT. OCCUPIED I /OZ., PT. SIGHTED N 12-7 PPM. BAR. INST. HI.
N N TEMP. MON. ELEV.
COORDINATE COORDINATE E REF. BEARING OR AZ EOM OFFSET Z-~Lo.v E
PT. HORIZONTAL SLOPE HORIZ. VERT. VERTICAL COORD. COORO. SIG. HORJZ.
NO. ANGLE DIST. DIST. OIFF. ANGLE NORTH EAST HT. DIFF. COMMENTS/ NOTES
I
lot lfJ/ -3~ -35 e_to.:;/11c, ~c,le
2
3 -13~1'?<
""•
/Ji/ -3~ -.33
' ' "'~
IZA /P,7-IZ.-5~ 511 . .43 ~//,+.3 2,51 B'j--43 -IS ;:.,,,, nd Lc40 ; , "'-C. F .c/ ;z-1v
"Z. z.
I~ -U. -~o 27tJ·/7-/0 L~ ~=?~3~ "', ....
/~7-/~-ao 89-43-t:J.3
111111 11 CI II -11 t I 11 11111111 -11 t I 11 II 11 11 -
APJJ/T/tJN4? C~,vT.Ca.&-po~ P!etVl:/NA/ TRAVERSE DATE S'///97 I w.o. , I PG./ OF/
r,ec p ?&: ..s JOB LOCATION C/fl?l,.S"4'~P /3'J.vP. CREW
.ON-/i~S,
PT. OCCUPIED II LA~ PT. SIGHTE.D ti /tJL. PPM. BAR. INST. HI.
N LO ,2s. Be,, 0 N t.O~ ~~o. a.o TEMP. MON. ELEV.
COORDINATE 9fo,. 2~2S'O COORDINATE /~ 000. 00 REF. BEARING OR AZ EDM OFFSET E E
PT. HORIZONTAL SLOPE HORIZ. VERT. VERTICAL COORO. COORD. SIG. HORIZ.
NO. ANGLE DIST. DIST. DIFF. ANGLE NORTH EAST HT. DIFF. COMMENTS/ NOTES
-H,9 t)O ~I 00 t• 39'},,c. 3a,.roc. 8, 1LZ:? IIJ((O, S'JRS ,,08. S714 P, ~ T. -S ff tJH L/N&
Z7o 17 "fA IArw,,v, Pr17 las" Ah.P .tl/o/
Sn-Co Ar. ~/9 It,.,
V£/Zrt~ II L Tl:, P.n r.
B.S. HI. r-s. Et..Cv'.
47,ZS JI ( II 'dltJ
6 ,~ 53,41
e.z, SI, I? V' ~ f~.-r:
2. 14 S-~. ZG.
{,,()/ 47,!~ Ct..eflvdro <"17.~S-)
11 1111 11 t Ill 1111 1111 t It It I II 111111 11 11 ---
JOB (JIJRe;/311 D AC.RI/JL lw.o. NUMBER
l°ESCRIPTIONLEJ/£C:. LCXJP A I PARTY DATE
E¼.C!.r 3-~-,t
STATION e.s. HJ. 4.§;7 ~ z} CAP 11\1 ) 'v. e. BM V /3o 17 } t ,, ,8, ?ASS
5.08 40Jo5 I
I
11' I 7.7UJ .4-/.?J, I
3.24-44.50 I
I
TP Z.. o/ ~t;' ~~_/", I
Z_lh q7;:,,/ I
I ,P 3 7,d1 3::;i, 75 I
J,4t? 2.4. 1.t; I
I
1r4 ~'?=3 2.,::,, ?Y I
I
5. o<!J :J3 !3/ I
I
11'5 5.16 28.15 I
I
J:;/5 33 31> I
I
TPL4 5,84-27.~ I
I
777 14-1,,.P. I
I
r?7 4 12.. 3o. ~/4 I
I
I
~-,d.t') 38. °')/4 I
TP8 o.74-j8 ZZ I
I
17 1 '!, ',0, 35' I
Tf> ~ 2. "?':; 47, 1/, I
q,85' '5/.2 / I
I
T?/0 /4 27 44.~~ I
I
4-.7-5 4-~ lj" I
I
-r,,o // /4.2~ 43.4-4-I
.t;, 5°.> 49'J. ()~ I
I
'43 ,~) I 5S ·_ 5'.A4-4-3./!) f°D ~.0.( 'rJ EAJ ~ I), 'rPr J lvlav' 11,h~ J."J. ~<"< "\{<;~ ~(7{. ,,/5/ /tJO , /.It.,:: {1✓-J.v't\ ~ ;,.f
1PIZ 4.7-~ ll-.76 /?D So. i t.:I ~~7 PN7~~ I .... ' -z.a;~ I.J~t,~ I .. ' I
tl'/3 t.,~ J..l.5Z 41.5? · _,Lf)I IAIM VOA/, . l.aio1 7~ },IV~ 'p., ) ,~,, JIIJO\, /NT EL) l<i:? I" 'dP I
~,27 .+2, 4-/ L,JD
A
PG I OF ~-• :;,:, __
11 II 11 It ti II 1111II1111 t I II It II 11 II It 11 ---
JOB tlfRL5!3AD AcR/.IJL I w.o. NUMBER I DESCRIPTION I PARTY DATE
av&. LooPA &,.tr q.~ -')2:.
STATION as. H.I. 4-J.52 B.M.ELEV
3 I -r?/ I -I JI.I/) I J;=?, I g
rP 14-O.I~ 5Z.~5' I
I
A OJI /4/, f:1(/J ! .. ' I ,
7P 15 .57? ¾./~ HVH 7h ~ IA,/;:', / NIil kl ./N r:~ WNO-V' i. /, 11.s k 7-lVPr-, 5' 'A'RA"' ~ ~) p
?? J. 7/J 51 · l &. Jlyt4 ] 7 rJr I ',}~// //f I
I
2.nL 5g .I.ti~ I
1-P 11~ JI. J-3 4-7.2!, HV ,; 10 .5er ?/<., V\IAI! I
I
7. t "J /j~AJ. I
I
rP17 1;,.15' 5o.7'/ HV· tt-;/ q_..r /?I< IV Al' I
I
.1. 3<? 54-,J p, I
I
TPt~ 1/.5"&, 14?,t~Z I
1,7(,., i..v.. .. gA I
I
TP l"J 7~4-3~ Af Iii/' ~12. ""l,,C.7 -r'I< VAIA"' I
I
3.75 I#~~ I
I
I
1P 2r1 /2. 34-3o.25 I
1),5~ .-?n,7f3 I
I
7P2.J JZ_ I/J/'J 18.18 I-Iv,. :1~ :5~7 ?J<1 .1/Af'_ I
J. .'?/5 23. 13 I
TP22 ..i;-,711 1737 JIV"' ;/4 5rr ,P)(/, VAt!.. I
I
/4,t;~ 'A.OJ~ I
I
TP 23 II.~~ ,~_07 I
I
6:<?Fi IA.06 I
.,.,, 1!4 /4.oz.. J?.o~ I
I
I
71'11.1 /9_00> I
TPZ5 /4,/4 6' ,2.a I
'" I
I
7.27 /~.71 I
1?Z.t, 5.A--3 /J..28 I
I
/
.-J
PG 2 OF9,: __ _
. ~ .• , ..... ~. >::i d\"'t,11i~
--I\)
~
6\
~ rn
C ---
l -tj -~ ~-
a: -< IL I-------I----· t--------------------------------t------e--------o:t
-,,
i ~
' ----
..j ~ ~ ~ ~ ~ -~ '1 (\J _,: -z ~ ~ 0 I= IL -a: --~ ~ w ~ 0
->
I\..~ --~ €: 6"I ~ ~ ..... \\; " ~ ~ c;:) ~ ~ ' . 6' ! i· ~-~ ~· r-:. ~ a:
~-w ~ ~ m -:::E -.
:) -z
--
~ N d "' ~ ~ ~ ~ ~ ~ ~ ~ I.('
~ \"(" ~ ~ \{' '5 ~ .......: () ......
----
~ I' ~ t ~ ~ ~ 6' <::) ...... d:) l'J -~ ~ 6' ~ ~ ~ ~ <:)
~ :c ~ "' ~
~ () ~ N"I ~ (\J ~ $ 1' ~ ~ (;s) ~ -~ \"-. <::( ::l ~--~ ~-$ ~ ::::: t',." \) --a
--
~ [",,. ~ R'; ~ ~ ~ ~ ~ ~ N ~ ~ ~ ~ ~ ~ ~ l ~ ~ ~ ~ m 0 --,
-
---"'1 ~ ~r---~ ~ -----k
"-.} -~ ~
< a. ----------. -----.__ ----------· --------------------,.._ ------
-~ -~
'---
~
v') ~
~ : "'-1 ~ .
-~ St! 'l:;C.
~ ~ ~ ~ ~ -
--
~ i "' ' ~ .... ....
~ ~ ~ ~ ~ . ~
t;;'.l ~
f ~ ~ ( ~ " ~~ ~ _lcj & ~
~ \fl { V"'\
~ ·:-,.J ~ S" ...... l\J "'" ~ ---.I ':lJ ""'1
z ~ ~ { ~ ~ ~ "l
~ 1 :t i { 0 ;:: a. 1i -0 r/) w -0 ~ --~ --~ ~ ~ i ~ ~ ~ ~ -4-~ ~ ~ ~ -,(\
a: ~ ~ ~ ~ ~ ~-~ I'() ~-~ w ~ ~ ~ ~ m \c \('\ ::i; ~ ::, z --ci \,I'\ ~ ~ IY1 ~ ;!i ~ ~ ~ C) -~ ~ ~ -~ ~ ~ --::: -~ ") ....: ""'-t' ~ s ~ \,() \1) ---~ j ~ ~ ~ ~ ~ ~ 6\ ~ r--. ~ R: ~ C) I.{'
~ ~ ~ ~-~ 1 " ". ~ ~ \~ ~ r--: ~
:;! '<' ~ ~ I.(\ ~
...J --~ ~ ,... f' )
~-~ 1 i ~ l'\J m I' ~ .......
~ c_(J ~ ' 6: ~ 5'. ' ,q:----s ~-~ ~ '.'.l ell ~ (\J ~ ,.._ ....._,:: "' ~ ai
Cl ~
CXJ --~ ...... (\,_ i.:<'I
.~
'<' ~ r--.. ~ a'-(') ~ N ~ t ~ t ~ ......
~ ~ i ~ ~ ~ \{._ ~ ~ t ~ ;:: \..:: \---.. m ~ 0 .., <I) -
I T -r-1 I I I -I I I I I I I I I I I I I I I I I I
----
\\J ----
-~
I I I I
I
l ~
,__
I ,-
----~ ------
--I I ----,__ ·--
'---I ,__
-I I I ------
-------I --
---I ---I
I -
' I ---
~ .... ~ I
·1 I I I I I I I
I
I I _I
---
-
-Status File: common.LSF Stored.
Traverse Sequence Memory: common.TSM Stored.
-Status File: common.LSF Loaded.
Traverse Sequence Memory: common.TSM Loaded. ,_
Workfile: CLSBD.L3D ready for use. Room for 500 points.
_ Current Directory: F:\COG07
17448960 Bytes free space available (436224 Points).
-Fri Mar 13 13:29:34 1992
Status File: common.LSF Stored.
-Traverse Sequence Memory: common.TSM Stored.
-Status File: common.LSF Loaded.
Traverse Sequence Memory: common.TSM Loaded.
-Workfile: CLSBD.L3D ready for use. Room for 500 points.
Current Directory: F:\COG07
-17444864 Bytes free space available (436121 Points).
_ Fri Mar 13 13:47:19 1992
-----------------
List: from 101 to 200
101 10000.00000
102 9562.13535
103 9554.30713
104 10266.26159
105 10995.80660
106 11200.66863
107 12063.47244
108 12241.18378
109 11538.67433
110 11408.02871
111 12885.86369
112 13498.18356
113 12800.27363
114 13028.40203
115 12749.01868
116 11457.77760
117 11271.45153
118 11365.51046
119 11230.70246
120 11118.20001
121 11243.39941
122 10993.64444
123 10463.02032
124 8880.98797
125 8738.81228
126 9715.63501
127 8206.32377
128 10025.54078
200 9562.13535
-END List
Vlnf PU:!iYA7ftJAIS
10000.00000
10259.43977
10247.74127
9847.86520
9409.93950
9295.57214
8788.70818
8698.33073
9099.74469
9450.16725
8485.21630
8199.11216
8476.28709
8780.18953
10047.70722
10599.41556
10077.16895
10055.98267
9962.43775
9697.94065
10030.29514
10178.15185
10084.50370
11002.21973
10746.95468
10518.41971
11114.68384
10043.08429
10259.43977
-Status File: common.LSF Stored.
51.4400
53.9400
47.2500
38.8400
50.7900
18 .1800
17.3700
41.5200
56.6400
44.4700
60.7900
60 .1400
51.7200
53.9900
Traverse Sequence Memory: common.TSM Stored. ---
L&D RE 8195
L&D RE 8195
HV-4
HV-6
WELL MON-INT
HV-10
HV-12
CONC NAIL-CURB
CONC NAIL-AC
HV-11
HV-13
CONC NAIL-MED
CONC NAIL-AC
HV-14
3/8 REBAR
CONC NAIL
HV-8
-WELL MON-PRC
WELL MON-BC
HV-7
CONC NAIL-AC
HV-9
HV-5
HV-1
HV-2
HV-3
CONC NAIL-CURB
L&T LS 3338
= 102
ClS-l)WY. nr r',46E I 0/C':3 ,_
--Aliqnment: CARLSBAD BLVD. (STA. 16+35 (~ INT. CANNON ROAD) May 01 1YY2 -, INT ;; STATION OFFSET NORTHING EASTING ELEV DESC -Pl -1000 18+77 -0.01 10786.8910 9533.7710 50.26 AC
1001 18+77 -10.06 10792.2930 9542.2510 50.22 AC -1002 18+77 -22.93 10799.7020 9552.8240 49.92 AC -1003 18+77 -27.84 10802.2810 9557.0020 49.75 AC FL
1004 18+77 -36.50 10806.6640 9564.4710 51.13 AC -1005 18+77 -52.49 10815.3310 9577.9190 54.24 AC
1006 18+77 -64.50 10822.5140 9587.6250 56.34 AC -1007 18+77 -72.55 10826.0760 9594.8720 57.40 AC -1008 18+77 -75.37 10827.5490 9597.2730 57.45 FF GARAGE
P2 -1009 19+92 0.24 10688.7190 9591.6480 50.95 AC
1010 19+92 .:9_94 10693.8220 9600.3360 50.93 AC -1011 19+92 -19.65 10698.9950 9608.6820 50.75 AC -1012 19+92 -27.65 10703.0060 9615.6020 50.28 EP
1013 19+92 -29.38 10704.0630 9616.9850 50.11 AC FL -1014 19+92 -35.88 10707.3990 9622.5580 50.94 AC
1015 19+92 -50.60 10714.7250 9635.3360 52.99 AC -1016 19+92 -66.16 10723.1570 9648.4220 54.28 AC -1017 19+92 -78.58 10729.2200 9659.2710 54.89 FF GARAGE
P3 -1018 19+93 0.07 10688.1440 9592.1880 50.96 AC
1019 19+93 7.84 10683.9240 9585.6550 50.85 AC -')20 19+93 13.o9 1D68l..31l.O 9580.3990 50.69 AC -_021 19+93 18.67 10678.6060 9576.2140 50.41 EP
1022 19+93 25.41 10675.6140 9570.1530 49.96 AC FL -1023 19+93 29 .19 10673.4760 9567.0320 50.16 AC GB
1024 19+93 41.50 10667.5290 9556.2440 48.39 AC -1025 19+93 55.01 10660.2610 9544.8470 46.71 AC
1026 19+93 64.24 10655.1100 9537.1740 46.04 AC -1027 19+93 73.83 10650.2160 9528.9240 46.28 FF GARAGE -P7
1028 20+68 0.01 10622.6690 9631.0470 51.38 AC -1029 20+68 7.05 10619.4980 9624.7460 51.32 AC
1030 20+68 13.24 10616.3500 9619.4130 51.22 AC -1031 20+68 18.91 10613.6770 9614.4120 50.96 EP -1032 20+68 23.32 10611.4200 9610.6160 50.79 AC FL
1033 20+68 27.45 10609.0230 9607.2360 50.92 AC GB -1034 20+68 38.20 10603.6200 9597.9440 49 .17 AC
1035 20+68 50.60 10596.9660 9587.4740 46.72 AC -1036 20+68 58.82 10592.7820 9580.3980 45.81 AC -1037 20+68 62.66 10591.0280 9576.9810 45.83 AC PCC
1038 20+68 65 .14 10589.6660 9574.9020 46.03 FF GA.RAGE -P8
1039 21+35 -0.24 10566.2980 9664.7380 51.77 AC -1040 21+35 9.96 10561.0130 9656.0180 51.64 AC -1041 21+35 18.13 10556.8190 9649.0100 51.37 EP FL
1042 21+35 25.39 10552.8240 9642.9360 51.54 AC GB -1043 21+35 31.97 10549.1750 9637.4430 50.40 AC
044 21+35 45.43 10542.1490 9625.9600 47.39 AC -1045 21+35 52.63 10537.8380 9620.1500 46.87 AC PCC -1046 21+35 64.09 10532.7460 9609.8470 45.14 PCC FL
1047 21+35 70.19 10529.7040 9604.5600 45.20 FF GARAGE -P4
10t~8 21+41 0.06 10559.7950 9668.2420 51.80 AC -
-r /~tic 2 CFB ·--lC49 21+41 -4.60 10562.2100 q67.:::: . .2360 ·) L . ·~:~ 'I,: -:.050 21+41 -11.38 10565.9500 9677.8940 S l .. .: 'IL. -1051 21+41 -22.35 10572.1030 9687.0010 '.:> L . ~ ~ :~ i:
)52 21+41 -27.55 10574.5890 96ql.5710 50. ·-• _-; ·+:P -1053 21+41 -28.58 10575.0580 9t, :i.2 . 491:,0 '.)\) . :1 ;
1054 21+41 -41.96 10582.0660 9703.8860 ')J . .:.. + '·' -n. -1055 21+41 -54.85 10588.8580 9714.8470 5'-1-.0::i ,-'\I: -1056 21+41 -65.92 10594.7080 9724.2550 55 .11 K
1057 21+41 -88.50 10605.8780 9743.8800 55.50 -41,: -1058 21+60 -89.65 10589.7330 9754.7830 55.54 FF ClH!?.-~l:iC
P9 -1059 22+17 -0 .15 10495.4090 9706.6430 52.26 HC -1060 22+17 6.51 10492.3040 9700.7330 52. lb ,-'IC
1061 22+17 12.48 10488.8820 9695.8220 51.98 AC -1062 22+17 18.13 10485.8110 9691.0790 51.71 EP
1063 22+17 21.14 10484.0890 9688.5990 51.47 AC :-'L -1064 22+17 27.03 10481.0440 9683.5560 51.67 AC GB
1065 22+17 40.05 10474.3560 9672.3880 49.64 AC -1066 22+17 58 .16 10464.7800 9657.0060 47 .14 AC C"I ' .. -1067 22+17 65 .16 10461.2820 9650.9450 47.27 AC PCC
1068 22+17 71.57 10458.7450 9645.0000 47.45 FF GARAGE -P5
1142 23+17 -0.07 10408.9081 9757.7962 52.85 AC -1143 23+17 -4.55 10410.8719 9761.8473 52.53 -K -1144 23+17 -20.75 10419.3427 9775.6511 52.57 AC
1145 23+17 -27.65 10422.5119 9781.7973 52 .16 AC -, -1146 23+17 -40.75 10429.5102 9792.8792 54.20 AC
1147 23+17 -54.43 10436.3506 980~.7268 55.99 AC -148 23+17 -75-41 l.0447 .7492 9822.3515 57.73 AC\PCC\FL -,.J 16
1069 22+78 -0.06 10442.6030 9737.8220 52.60 AC ·-1070 22+78 -4.58 10444.9870 9741.6580 52.66 AC
1071 22+78 -9.69 10447.9270 9745.8670 52.61 AC -1072 22+78 -20.91 10453.9740 9755.3160 52.31 AC -1073 22+78 -27.73 10457.6340 9761.0790 51.82 EP
1074 22+78 -28.23 10457.7000 9761.6160 51.75 AC FL -1075 22+78 -49.03 10468.3310 9779.5020 53.00 AC p,,~
1076 22+78 -84.08 10485.0550 9810.3340 53.79 FF '3ARHGE -PlO
1077 23+58 -0.06 10373.7710 9778.6010 53 .12 AC -1078 23+58 12.51 10366.9550 9768.0290 52.94 AC -1079 23+58 17.88 10364.5140 9763.2340 52.74 EP
1080 23+58 21.21 10362.6560 9760.4640 52.55 AC FL -1081 23+58 26.39 10359.6640 9756.2190 52.84 AC GB
1082 23+58 35.20 10355.0790 9748.6940 51.22 AC -1083 23+58 45.18 10350.2560 9739.9530 49.08 AC -1084 23+58 50.92 10347.2970 9735.0390 48.08 :-'!IC '.:) (= ':
1085 23+58 58.85 10341.7260 9729 .1220 47.12 pr-·,-:-=-L -1086 23+58 63.86 10339.8120 9724.4260 47.25 PCC: '38
1087 23+58 69.70 10336.6550 9719.5110 47.33 c::-F -Pll -1088 25+17 -0.28 10236.1440 9860.4100 54.07 _:._,(=
1089 25+17 12.44 10230.2420 9849.1200 53.8() :~(: -1090 25+17 17.82 10227.7040 9844.3710 53.55 :.:.>"
L091 25+17 22 .18 10225.3960 9840.6740 53 . .:.-=-l~t'-,, -' -1092 25+17 26 .14 10223.0560 9837.4550 53.04 '-(, -1093 25+17 29.34 10221.6870 9834.5450 53.:Jl .'~(= :; (: ,-,
1094 25+17 35 .13 10219.0130 9829.3950 5 'j 1 •:1 -,""'..J( I • c• .., . ~ -1095 25+17 48.22 10212.6170 9817.9780 ') t . 1) 7 ·-:,r-,, ,-_
10'=16 25+17 56.50 10208.6230 9810.7120 4(1 R .-,,_, ;( , -
I :. ,_,;,i)
, ,.: L
~ ~ () ~
I
I -~ Lo::-
1
I
I
I
~109
l.110
.:. l l l
1.11. -2
111:3
1114
1115
L.:. .l '~
1120
1121
I I~"'":)
_123
1124
I
I
I
., ' } C: ..;,, J.,,;;:.....,..
1.126
.L127
1128
'.. l. .~9
11.30
1133 I l l 3t+
I
I
I
I
I
~:: ':, t--I.) f) ~ls~,~;,
:::5+Y6
25+06
.25+Y6
:2S+qt,
:25+Y4
2'H42
2':t·t 42
29+42
29+42
29+42
29+42
29+42
29+42
29+42
30+20
30+20
30•20
30+20
30+20
30+20
30+20
30+20
30+20
31+49
31+49
31+49
31+49
31+49
31+49
31•49
31+49
31+49
31+49
•) L • ,30
,4 . .:::s
-0.':,5
-,.i. . ·)S
-1::> .57
-,:9 .11
-,:i.o . .:. 4
-50 .15
-':>l.05
-78.7'3
-1.89
-11 .81
-18.81
-29.43
-31.54
-46.08
-57.57
-63.01
-65.02
-2.04
-10.65
-24.57
-30.09
-31.45
-46.57
-58.69
-67.72
-69.67
-1.55
-12.15
-19.63
-30.66
-31.16
-38.71
-43.64
-53.62
-60.99
-69.56
'..Old4.'.5J90
10139.:::3470
10195.:2510
l.0201.5110
10210.5170
9870. ':1530
9876.6240
9881.4420
9886.3420
9887.3520
9894.9950
9900.8600
9903.7530
9904.7000
9805.0270
9810.0780
9816.6020
9819.7040
9820.3550
9828.5610
9835-2920
9840.1280
9841.1190
9694.1210
9699.8640
9703.1750
9708.9610
9709.3320
9713.1940
9715.6530
9720.9420
9724.6690
9729.0420
-19 l J . :~ .::co
·~924. +Yl\)
,:.934 .1750
·N42 . .::>090
qo51. 5640
qQ~i-,.7760
10078.,:,570
10086.3280
10092.111.0
10101.5570
10103.4050
10115.7790
10125.6530
10130.2620
10132.0400
10117.3990
10124. ·?050
10137.2220
10141.8030
10142.~920
10155.7150
10165.8130
10173.4400
10175.1250
10183.0390
10191.9590
10198.6930
10208.0770
10208.4390
10214.9290
10219.2050
10227.6650
10234.0340
10241.4040
55.51
57 . .:o
58.42
513 .-~9
SJ . .:::~
53. L9
53.02
52.43
52.76
55.30
56.88
57.27
57.40
52.94
52.89
52.42
52.28
52.59
55.07
57.62
58.57
58.69
.52 .36
5~.30
52 .12
51.57
51.71
52.19
52.31
54.67
56.53
57.38
-ll~
~,.:
-,l:
,4C ···
,~C
,~r:
.~c
,~C ,:;,.;R,~c,::
41_::
,~C
AC
AC F'-
,~C GB
AC
AC
AC PCC
FF GARAGC::
-~c
.~c
~c
AC FL
AC GS
AC
AC
AC PCC
•-=r:: GARAGE
.~c
AC
AC
PCC F1-
?CC
;'.JCC
PCC
PCC
PCC
FF GARAGE
(~):l.-\l .:./ _:'.\/.-·"·. 4-' ,i...11-'
I I , i_ :. ,lll11•1lll".: ::ANNON
,. , i r lt ':-T ~4 r TON
I l. ~ ·-· '.) l l <-•:)()
l ~ ;::-. 11 +-qo
I 1 I ") 1 .... ..;.. .. , /
L L :iti
11+90
11 +-90
L I . •:.i 11+<.:)0
I 1 l ,:i.()
11,+1
11+<.:lO
11+90
I
I
I
I
I
I
I
I
I
I
I
I
I
I
\:)rF':,E T
-1. ,.,
12.03
25.43
40. J(:,
48.73
63. l'S
84.73
1:0;:_.:·s.~o
1105d .·N40
11046.7340
11032. ·?040
11025.55<-iO
11012.1420
10992 .-:oso
•58J. ~,7qo
'?589. 3210
q5q4_7190
9601.3750
9604.4550
'?609. 7550
96.!.9.8420
:4. 8':, :~C
·-;4. 6d :.:iC ;:, __
56. 48 .~c
58 .80 r::.c
59.91 .~C
r::,O .40 :-K
':iO. 74 :4l.: