The URL can be used to link to this page

Home My WebLink About6031; Carlsbad Boulevard Realignment; Planning Study of Carlsbad Blvd and Cannon Rd; 1993-02-11LJ LJ PLANNING STUDY OVERPORTIONS OF CARLSBAD BOULE^ AND CANNON ROAD LJ LJ LJ LJ FOR: THE CITY OF CARLSBAD LJ r~\ ' LJ i — i i_i i — i 'i LJ '—I LJ '~l L_J PREPARED BY; LEEDSHILL-HERKENHOFF, INC. 5820 Oberlin Drive, Suite 101 San Diego, CA 92121-3743 DATE: FEBRUARY 11, 1993 FINAL SUBMITTAL T150.13.1 i LJ TABLE OF CONTENTS n X_J n U D INTRODUCTION H PROJECT SITE OVERVIEW LJ METHODn U ISSUES AND CRITERIA . . . n ALTERNATIVE ALIGNMENTS 11 LJ RECOMMENDATIONS 23 APPENDIX 1 - REDUCED PLANS APPENDIX 2 - COST AND QUANTITY ESTIMATE - CARLSBAD BLVD. APPENDIX 3 - COST AND QUANTITY ESTIMATE - CANNON ROAD I I APPENDIX 4 - SURVEY NOTES nU .-j carisbad.prU L_J p INTRODUCTIONuThis report summarizes the methods used and the issues encountered during the n(_j Planning Study process. It also includes recommendations of the preferred alignments n along both Carlsbad Boulevard and Cannon Road. The limits of the roadways included If in the study are as follows: 0 P| 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 future improvement of _! Carlsbad Blvd. and Cannon Rd. The guidelines developed for these two streets should: Lj r~t jj 1) Ensure that the widened street will accommodate future traffic volumes and r-, turning movements. 2) Recognize the importance of on-street parking. jj 3) Provide for pedestrian and bicycle safety. n 4) Ensure that reasonable driveway access is maintained to serve the Li properties fronting along Carlsbad Blvd. n [J PROJECT SITE OVERVIEW p The limits of Carlsbad Blvd. as defined above begin at the southerly end of the U improvements constructed per the Carlsbad Boulevard (Phase II) improvement plans n (J signed in 9/88. The roadway cross section constructed per these plans has an 82' curb H to curb width, a 12' raised and landscaped median, and 5' sidewalks on both sides of the U road. This cross section provides two 12' travel lanes and a 6' bike lane on thenU northbound side and two 12' travel lanes, a 6' bike lane and a 10' parking lane on the P 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 withnU Cannon Rd. The 48' wide cross section utilizes a painted median and does not include p 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 iu with a rolled curb and gutter, but the overall pavement width (48') and painted median F7 features remain the same. This cross section continues southerly to Manzano Drive which is the southerly limit of this study. r-, 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 \J of pavement, and the homes on the west side are typically 4' to 7' below the existing p edge of pavement. Throughout this segment of Carlsbad Blvd., SDG&E recently U completed a utility conversion project. In coordination with City staff these facilities, which nLJ predominantly run along the westerly side of the boulevard, were installed with an additional 3' to 4' of cover in anticipation of future 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. u At a minimum, the existing right of way along Carlsbad Blvd. is 100' wide. In most cases,n LJ the area between the edge of pavement and the right-of-way line is being used by the H adjacent property owner for on-street parking and landscaping. LJ ^ The limits of Cannon Road, as described above, includes two basic cross sections. n 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 nI 1 intersection with El Arbol Drive. To the east of El Arbol the roadbed begins to widen and p 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 (J right-of-way line, which corresponds to the easterly limits of this study. From station j-v 11 + 75 to El Arbol Dr., the side yards of the residences on the south side of the road are U elevated approximately 2'~4' above Cannon Rd. D fj The existing right-of-way along Cannon Rd. is 79' wide from Carlsbad Blvd. to El Arbol LJ Dr. with the following exception: The property at the corner of Carlsbad Blvd. and nLJ 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. n A common feature for both roadways is the Park site on the northeast corner of Carlsbad LJ Blvd. and Cannon Rd. This Park is relatively flat in topography, sloping gradually fromnO east to west. The frontage along Carlsbad Blvd. consists of curb & gutter only whereas P/ the frontage along Cannon Rd. includes both curb & gutter and sidewalk. The curblines LJ along the park frontage do not allow parking due to the lack of street width along U Carlsbad Blvd., and the lack of width and right turn movements along Cannon Rd. Many jj of the residents that drive to this Park are parking their vehicles along Cannon Rd., just •V-J _ to the east of the Park, and then walking down the sidewalk on the north side of Cannon ^ Rd. to the Park site. o Both Carlsbad Blvd. and Cannon Rd. are designated as Major Arterial streets. The D standard street cross section for a Major Arterial consists of an 82' curb to curb width, n[ l with curb & gutter and sidewalks on both sides and an 18' raised median within a 102' P right-of-way. This cross section includes two 12' travel lanes and an 8' emergency u parking/bike lane in both directions. 0 0 n n U METHOD p 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 0U Work" negotiations. As a result of these discussions, the following base map information n was generated for use in preparing the various alignment alternatives. A topographic map I_J was generated at a scale of 1"=20' with a 1' contour interval from aerial photographynU flown specifically for this project in March of 1992. The aerial photogrammetry was tied P/ in to field surveyed control panels that were, in turn, tied into the existing centerlines of U both roads as established by a field survey. The right-of-way lines were located basedn U on Final/Record maps relative to the project site. In addition to utilizing the aerial H photogrammetry, field surveys were completed to more accurately identify the cross-U section of the existing ground at 15 driveways throughout the study area. Survey notes i ( ^ establishing the existing centerline, aerial photography control and driveway cross- •O/ i sections are included as Appendix 4. 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 v,—-j r-i information noted above, the existing conditions were sufficiently described for the • I preparation of the Planning Study alternatives. U n, LJ (J To supplement the base map information compiled, meetings with the City Engineering p 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 (J lanes, were discussed. The meetings also included discussions regarding the location pi 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 u with City staff was the utilization of a split roadbed design along Carlsbad Blvd. between p Cannon Road and Shore Drive South, and the resultant effects on driveway access and U traffic routing. 0 p| After identifying the existing conditions, design guidelines and preferences the various alternatives were developed. Three alternatives were developed for Carlsbad Blvd. and 0^ one alternative was generated for Cannon Rd. The Carlsbad Blvd. alternatives were split P| 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 \J Segment 3 - Shore Drive South to Manzano Drive. a The cross section features that vary between these segments include the width of the U median, provisions for parking lanes, and the width of the parkway behind the face of n curb (ie: horizontal alignment). M The project also includes the preparation of a single alternative along Cannon Rd. The px 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 (j of the Carlsbad Blvd. to just east of El Arbol Drive. From El Arbol Dr. to the railroad pi, tracks, the roadbed and therefore the lanes widen out as the right-of-way widens. /(J The methodology and scope of issues considered to date during the preparation of this n report, do not include a couple of features which may ultimately impact the selection of U the preferred alternative. One feature that has not been studied is the preference of thenU public regarding the various project features and the associated capital costs. Another p! 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 future developmentn U of this project, as deemed necessary, to refine the preferred alignment and proceed with n construction plans. This study includes issues regarding the public health, safety and welfare relative to roadway design. fl ISSUES AND CRITERIAU 0 CARLSBAD BOULEVARD: ^ The most important issue resolved during the preparation of the alignments along /~~\ \ j Carlsbad Blvd., was how to maintain driveway access to the properties between f-r 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 y line elevations encroach beyond the beginning of the existing driveways and, p, 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 n(j depressed, relative to the existing roadbed, results in the need to utilize a split- r-\ grade roadbed to accommodate continued access to the residences on both LJ. sides. 0 r1 Another issue is the status of the on-street parking that is currently being utilizedU within the public right-of-way. In many cases, the private residences have installednU retaining walls and paved parking spaces within the public right-of-way to create pi additional parking spaces. The implication being that any alternative that would be 0 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 |j but within the public right-of-way, is also being used as a landscape buffer and asLJ 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 i 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 modifications1 to the section, the existing right-of-way is sufficient to accommodate the jj construction of the proposed improvements for all three alternatives. There are f-[ three properties that have dedicated additional right-of-way width along Carlsbad Iu Blvd.; two located just south of Cerezo Dr. widen out to 101' and the property on 0 8 n U the southeast corner of the Carlsbad Blvd. and Cannon Rd. intersection widens out f] to 107'. LJ n Another issue, which was considered in preparing the split-grade roadbed u segments, was the constraints of the median itself. The minimum width median LJ along Carlsbad Blvd. was established as 12' wide by City staff. This width will n 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 i /^ more easily and will also avoid the appearance of an abrupt vertical separation. 0 The theme of the landscape, as discussed during the project scoping sessions, will r be similar to the theme developed throughout the Carlsbad Blvd. (phase II) 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. p 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 n<j widening on the residences, which are only on the east side throughout this r-> segment. This shift to the west protects the existing improvements on the east u side, many of which are within the public right-of-way. r*\ U In addition to satisfying the constraints of the existing improvements, each of then LJ alternatives must maintain a roadway section capable of conveying the projected M traffic volumes. In the case of Carlsbad Blvd. and Cannon Rd., this refers to both nu n \J the vehicular and bicycle traffic. To satisfy this criteria, the alternatives include a n minimum cross section with two travel lanes and a bike lane in each direction.u U CANNON ROAD: R Throughout the limits of Cannon Rd., the property to the north is under the U ownership of SDG&E. A portion of this property is currently being used as anU relatively small park at the intersection with Carlsbad Blvd. The right-of-way line 0 on the north side follows the curb and gutter alignment at a constant 8' + /- offset, U and therefor there is no excess existing right-of-way available to the north. 0 The existing right-of-way width along Cannon Rd. from Carlsbad Blvd. to El Arbol / i ^ Dr. is approximately 79', which results in a minimal parkway width outside the H southerly sidewalk from Carlsbad Blvd. to El Arbol Dr. This minimal width and the LJ difference in elevation of Cannon Rd. from station 10+75 to El Arbol Dr., u 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 f-n 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 Py future improvements. The property on the westerly corner of Los Robles Dr. is n utilizing a driveway that is not a City approved use or access point onto Cannon U Rd. The property on the westerly corner of El Arbol Dr. is using a driveway and n jj a stairway access from the side yard to Cannon Rd. r~\i /U 10 n nu ALTERNATIVE ALIGNMENTS n LJ CARLSBAD BOULEVARD: p Each of the three alternatives along Carlsbad Blvd. provide, at a minimum, a fourU lane roadway with a 12' median, and 5' bikelanes and, sidewalks on both sides. nLJ The major difference between the alternatives is the amount and location of on n street parking provided. Alternatives 1 & 2 provide for a dual left turn movement form southbound Carlsbad Blvd. to eastbound Cannon Road. Alternative 3 utilizes n U the existing curbline along Carlsbad Blvd. just north of Cannon Rd., and as a n 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 I I^ 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 P. 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 i j amount of the split required to maintain access to adjacent properties depends on .r-i 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 i—\ \J roadbed in this center segment varies, depending on whether there is parking on n both sides, one side, or none at all. Attached in Appendix 1 are reduced plan U sheets that depict the proposed roadway configuration for each alternative.n a n nu n nU n U D 0 D n nu n 0 The following tables summarize the various roadway cross section features of each alternative. ALTERNATIVE #1 Limits* Feature CurbtoCurbWidth 12TraveLanes 8' Parkin(East 8' Parking/Vest 5' BikeLaneEast 5'BikeLaneWest MediarWidth(includes 10'turnpockets) CrowrorSplit- GradeBection DistanctoCurbface fromEaslROWLine DistanctoCurbface fromWesflOWdne 8+00-13+00 82'to88' 4 YES YES YES YES 12'to15' CROWN 5'to7' 12'to5' 13+00-16+25 88' 4 YES NO YES YES 20'to22' CROWN 7' 5' 16+25-26+75 88'to78' 4 YES NO YES YES 22'to12' SPLIT-GRADE 7' 5'to15' 26 + 75-44 + 00 86' 4 YES YES YES YES 12' CROWN 7'to9' 7'to5' ALTERNATIVE #2 Limits' Feature CurbtoCurbWidth 12TraveLanes 8' Parking ast 8' Parkin<West 5' BikeLaneEast 5'BikeLaneWest MediarWidth (includesO'turnpockets) CrowrorSplit-GradeSection DistanctoCurbface fromEastROWune DistanctoCurbface fromWesflOWL.ine 8+00-13+0 82'to86' 4 YES YES YES YES 12'to15' CROWN 5'to7' 12'to5' ) 13+00-16+2 86' 4 YES NO YES YES 20'to22' CROWN r 5' > 16+25-26+7 86' 4 YES YES YES YES 18'to12' SPUT-GRAD 7' 7' » 26+75-32 + 5 86' 4 YES YES YES YES 12' E CROWN 7'to9' 7'to5' ) 32+50-44+OI 86' 4 YES YES YES YES 12' CROWN 9' 5' 12 n ALTERNATIVE #3 U \ Iu G V_J ni iU nu n U Limits* B +00-13+0(3 +00-16+35 +25-26+Feature \\ CurttoCurtWidth 12TraveLanes 8' Parking ast 8'Parkin#Vest 5' BikeLaneEast 5' BikeLan^A/est MediarWidth (includeSO'turnpockets] CrowrorSplit-GradSectio DistanctoCurbfacfrom EastROWLine DistanctoCurbfacfrom WesflOVvLine 82'to70' 4 NO NO YES YES 12' i CROWN 5' to 18' 12' 70' 4 NO NO YES YES 12' CROWN 18'to15' 12'to15' 70'to73' 4 NO NO YES YES 12'to15' SPLJT-GRA 15' 15'to12' 25 +75-29+ OS +00-30+ 70' 4 NO NO YES YES 12' )ECROWN 15'to18' 12' 70'to76' 4 NO NO YES YES 12'to18' CROWN 18'to19' 12'to5' BD + 00-44+ 76' 4 NO NO YES YES 18' CROWN 19' 5' 0 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 Q concrete sidewalk the parkway is dirt. Beneath the westerly parkway there are Lj telephone and electric utility lines. At the intersection with Tierra Del Oro Street fl(J there is a telephone utility pedestal and an SDG&E vault located just behind the j-j 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 ofnU the roadway has a concrete curb and gutter that is offset 13' to the west of the n curb and gutter that was constructed north of the project site, in front of the U SDG&E plant. The dirt parkway behind the existing curb and gutter does not haven U a sidewalk, but it does have eight palm trees and some miscellaneous utility n services. The most notable of these services is a waterline blow-off assemblyU located at station 12+25. D 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 D residences along Tierra Del Oro St. These residences do not have direct accessu n onto Carlsbad Blvd. The private utilities (IE: telephone, gas, electric and cable TV) i \ 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 *—„/ n Rd., there are multiple utility pedestals and an SDG&E vault. The park site is ll immediately behind the easterly curb and gutter. There is no sidewalk adjacent to jj this curb and gutter. The only utility in the easterly parkway is a 4" gas line that p runs parallel to the centerline. U 14 nU 0 p [J From station 17+00 southerly to station 29+00, the private residences on both 0 sides of the boulevard have direct driveway access onto Carlsbad Blvd. As notedubefore, the elevation of the homes along the west side are below the existing edge n(_j of pavement and the homes along the easterly side are above the existing edge n of pavement. Along the westerly side of the boulevard, the properties typically doU not have any walls or other hardscape features within the right-of-way except for nU driveways. There is no defined curbline, and therefore some of the duplex n residences along this segment of the boulevard use the dirt parkway for on-street U parking. The private utilities continue to run parallel to the centerline. There aren U a number of large vaults and numerous pedestals throughout this segment of (~l Carlsbad Boulevard. In addition to the private utilities, the westerly parkway has (j an, apparently abandoned, 4" waterline which runs parallel to and westerly of a 6"nu waterline, which is located at the existing edge of pavement. Along the easterly n 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 1 driveway transition from the roadway up to the garage elevation, the walls were n extended into the right-of-way. The existing utilities located along the easterly \ J parkway include the 4" gas line and a 6" waterline. ni From station 29+00 southerly to the end of the project at station 44+00 just south n(j of Manzano Drive, the property to the west is undeveloped. The dirt area, from the r~) edge of pavement west to a guard rail barrier, is being used for parking. This area U 15 oI /U G n 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. u CARLSBAD BLVD. ALTERNATIVE #1 Limits Sewer * Water StorrrDrain * Gas */** Electric * Phone * T.V. Privat<Walls& Hardscapc On-StredfarkincEast On-StreeTarkin^Vest 8+00-13+01 Impact NO YES NO YES YES YES YES NO GAIN GAIN I 13+00-16+2 Impact NO NO NO YES YES YES YES NO GAIN NOCHANGE > 16+25-26+7 Impact NO YES NO YES YES YES YES YES GAIN LOSS 5 26+75-44+OI Impact NO YES NO YES YES YES YES YES GAIN GAIN 16 u CARLSBAD BLVD. ALTERNATIVE #2 Limits Sewer * Water StorrrDrain Gas */** Electric * Phone * T.V. PrivateA/alls& Hardscape On-StreeTarkin£ast On-Stred?arkin(West 8+00-13+00 Impact NO YES NO YES YES YES YES NO GAIN GAIN 13+00-16+25 Impact NO NO NO YES YES YES YES NO GAIN NOCHANGE 16 + 25-26 + 75 Impact NO YES NO YES YES YES YES YES GAIN NOCHANGE 26 + 75-32 + 50 Impact NO YES NO YES YES YES YES YES GAIN GAIN 32+50-44+00 Impact NO YES NO YES NO NO NO YES GAIN GAIN n, u nU nu CARLSBAD BLVD. ALTERNATIVE #3 Limits Sewer * Water StorrrDrain * Gas */** Electric * Phone * T.V. Privat<Walls& Hardscape On-Stredtarkin<fast On-StreeTarkinjWest 8+00-13+01 Impact NO NO NO NO YES YES YES NO NOCHANGE NOCHANGE 1 13+00-16+2 Impact NO NO NO NO YES YES YES NO NOCHANGE NOCHANGE 5 16+25-26+7 Impact NO YES NO NO YES YES YES YES LOSS LOSS > 26+75-29+0 Impact NO YES NO NO YES YES YES YES LOSS LOSS ) 29+00-44+0 Impact NO YES NO NO NO NO NO NO NOCHANGE LOSS NOTES 1) * Impacts limited to relocation of service lines. 2) ** Impacts include relocation of vaults. 3) No private utility transmission line relocations are required aside from access into and out of new vault locations. 17 p Having identified the cross section of the roadway for each alternative, and the U impacts of these sections on the existing features, the next step in the alignment (J study process was to generate cost estimates for the construction of the p alternatives. The following table summarizes the planning level cost and quantityU estimates for each of the three alternatives, as included in Appendix 2. 0 ALT 1, $1,028,256 n ALT 2, $1,178,076 U ALTS, $ 944,383 | CANNON ROAD: U The alignment prepared for Cannon Rd. includes allowances for widening and ^' improving the intersection at Carlsbad Blvd. The intersection configuration allows j I 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 ar i dual turn lane, allowing both right and left turns in accordance with traffic M engineering needs. Between Los Robles Dr. and El Arbol Dr., the alignment j—, 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 y El Arbol Dr., as the southerly curb begins to flare out, the width of the travel lanes pi 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. nu The following table summarizes the roadway cross section features for Cannon Road. CANNON ROAD Limits* Feature CurbtoCurbWidth TraveLanes 5'BikeLaneNorth 5'BikeLaneSouth PaintetMediaiWidth RetainingVallin SoutfParkway Distanced Curbface fromNortmOWJne DistanctoCurbface fromSoutlflOWLine 10+50-11+5 72' 5' YES YES 4' NO 8' 5' ) 11+50-12+0 72'to64' 4-12'toH' YES YES 4' to 10' NO 8' 2' to 7.5' ) 12+00-17+0 64' 4-11' YES YES 10' YES 8' 7.5'to10' ) 17+00-18+7 64' 4-11' YES YES 10' NO 8' 10' > 18+75-22+01 64'to82' 4-11'to12' YES YES 10' NO 8' 10'to13.5' 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 0 50' wide and is apparently used for much larger, service and construction type vehicles. The alignment presented retains all of the existing improvements on theunorth side of Cannon Rd. r-i For purposes of describing the existing development along the southerly side of U Cannon Road, there are four different segments. Starting at the intersection withnU Carlsbad Blvd., the first segment extends 100' along the first and only private n residence that fronts onto Cannon Rd. This residence has an authorized driveway U access and a garage that is at the same grade as Cannon Rd. The roadwayn U includes 6' of additional right-of-way width, which was dedicated as a condition of n the residential improvements. In the dirt area behind the existing asphalt concrete U berm, there is a 10" waterline and private utilities (IE: telephone, gas, electric, and *—' cable TV) similar to those along Carlsbad Blvd. D The second segment, which goes from station 11 +50 to El Arbol Dr., also has a i | ^ 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 arei ) n elevated approximately 2' to 4' above Cannon Rd. In spite of their orientation, i there are two properties along this segment that have some sort of access njj constructed from their "sideyards" directly to Cannon Rd. In addition to a 2'-4' n retaining wall that is located along the right-of-way line, the property on theUwesterly corner of Los Robles Dr. has a 35' wide "driveway" access along Cannon G 20a nU nu nu I I Rd. The property on the easterly corner of Los Robles Dr. has a wooden fence p 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 y at the top of the slope, in addition to access to Cannon Rd. This property has a n 15' wide driveway type access to its backyard at station 15+40 and a pedestrian stairway to its front yard at station 15+90. n During the transition from Segment 1 to Segment 2, the proposed sidewalk U encroaches into the property on the westerly corner of Los Robles Drive. Then U encroachment, which is approximately 17' long and 20 square feet in area, is [~| limited to the existing "driveway" location. vJ n U The third segment consists of the frontage along the sideyard of the property on n 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 i I ^ 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. U y The fourth and final segment extends easterly to the ATS&F right-of-way. Along p this property, there is an existing curb and gutter and sidewalk but there is no U existing development. The utilities in this segment are mostly in roadway, although nU 21 G n D 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 Limits * Sewer * Water StornrDrain * Gas */** Electric * Phone * T.V. ProposeSetainingVall SoutrSide On-Stredfarkin^Jorth On-Stredtarking>outh 10+50-1 1+5( Impacts NO NO NO NO YES YES YES NO NOCHANGE NOCHANGE 11+50-12+0( Impacts NO NO NO NO YES YES YES NO NOCHANGE NOCHANGE 12+00-17+0 Impacts NO NO NO NO YES YES YES YES LOSS NOCHANGE ) 17+00-18+7 Impacts NO NO NO NO NO NO YES NO NOCHANGE NOCHANGE > 18+75-22+0( Impacts NO NO NO NO NO NO NO NO NOCHANGE NOCHANGE NOTES 1) * Impacts limited to relocation of service lines. 2) ** Impacts include relocation of vaults. The estimated cost of construction for the Cannon Road alignment prepared is $103,366. 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) Alt. 1 provides on-street parking, similar to the existing condition. 2) Alt. 1 is less costly than Alt. 2 which also incorporates on-street parking between Cannon Rd. and Shore Drive South. 3) The grade separation that is required for all three alternatives is smaller for Alt 1 than for Alt. 2. 4) 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 $1,028,256. 23 y CANNON RD: r-j The single alignment along Cannon Rd. was prepared in accordance with the project scope and as such it represents the recommended alignment. The y alignment includes features that will improve the level of service from the ri intersection with Carlsbad Blvd. easterly to the AT&SF right-of-way. The alignment will provide the following features: D n 1) From the intersection of Cannon Road and Carlsbad Boulevard, (Station 10+00), to station 11+50. r~[ U a) 2 eastbound travel lanes and a bike lane. [~] b) 3 westbound turn lanes and a bike lane. U 2) From station 13+50 to station 22+00.n U a) 2 -11' westbound lanes n b) 2 - 11' eastbound lanes c) bike lanes in each direction ^ d) 10' striped median The planning level construction cost estimate for this alignment is $130,000. nU 24 LJ (—\ LJ r~i i LJ ^ i—\i LJ n L n LJ r-i U n APPENDIX 1 U nU D nu n u n LJ U r~\ LJ i £ E 111 u TI rn O D O > > >=i S 5 u. hi - ftp! m o -S-UgSBgi/:^ v.CANHQN "aS~-g- """" E?i I I M aSS HSSS53 i^dla' =S5^fi C. -(^ / ; n £T ^I un01>o / / SB sjjj M m g fi JI ci -Q "D TD -Dr~ r" c~ r"> > > > p o -H n n g T] Tl "O "a oS o p p a g K RR^fig nilpi r*r nti'in m fT m {/i f/l (/>(/! ppp 01 ro — o> 2> £2rSCD w>Z Omm>Sz35OH cor 22 CDQ]2 >5:ri D>SV-p-<o^Q clg 0°*DD^O Z>3^•^ ^-» I>Qg CO ^ n^s \J g-n D HATCH 1W£, STA. 33+.4S MATCNUNE, STA. 40+00 MATCH LINE, STA. t6+55 u n u rn U APPENDIX 2 ALT-1 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 BLOW-OFF 10 RELOCATE FIRE HYDRANT 11 AGGREGATE BASE CL II 12 ASPHALT CONCRETE 13 CURB AND GUTTER 14 MEDIAN CURB 15 CONC. DRIVEWAY (4") 16 SIDEWALK 17 PEDESTRIAN RAMPS 18 STORM DRAIN INLET 19 STORM DRAIN CLEANOUT 20 18"RCP 21 STREET LIGHTS- RELOCATE 22 TRAFFIC SIGNALS (MODIFY) 23 LANDSCAPE AND IRRIGATION 24 MEDIAN PAVING 25 SIGNING AND STRIPING 26 TRAFFIC CONTROL 27 ADJUST MANHOLE COVER TO GRADE 28 WATER RELOCATION (18+00 TO 26+00) 29 RETAINING WALL ITEMIZED LISTING 11-Feb-93 UNIT OF MEASURE AC LS SF CY CY LS EA EA EA EA TONS TONS LF LF SF SF EA EA EA LF EA LS LS SF LS LS EA LF SF TOTAL QUANTITY 3.39 1 67,746 7,029 803 1 30 42 1 3 2,904 3,633 6,926 6,058 3,760 27,552 13 8 4 220 8 1 1 45,500 1 1 36 800 900 SUBTOTAL UNIT COST $1,000.00 9,525.00 0.13 14.00 20.00 50,000.00 350.00 350.00 750.00 1 ,000.00 15.00 33.00 8.50 8.00 3.00 2.00 300.00 3,500.00 3,000.00 54.00 1,500.00 35,000.00 22,500.00 2.50 25,000.00 10,000.00 250.00 60.00 12.00 15% CONTINGENCY COST $3,390 9,525 8,807 98,406 16,060 50,000 10,500 14,700 750 3,000 43,560 119,889 58,871 48,464 11,280 55,104 3,900 28,000 12,000 11,880 12,000 35,000 22,500 113,750 25,000 10,000 9,000 48,000 10,800 $894,136 134,120 TOTAL $1,028,256 CE SUM1.WK1 ALT-2 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 BLOW-OFF 10 RELOCATE FIRE HYDRANT 11 AGGREGATE BASE CL II 12 ASPHALT CONCRETE 13 CURB AND GUTTER 14 MEDIAN CURB 15 CONC. DRIVEWAY (4") 16 SIDEWALK 17 PEDESTRIAN RAMPS 18 STORM DRAIN INLET 19 STORM DRAIN CLEANOUT 20 18"RCP 21 STREET LIGHTS- RELOCATE 22 TRAFFIC SIGNALS (MODIFY) 23 LANDSCAPE AND IRRIGATION 24 MEDIAN PAVING 25 SIGNING AND STRIPING 26 TRAFFIC CONTROL 27 ADJUST MANHOLE COVER TO GRADE 28 WATER RELOCATION (18+00 TO 26+00) 29 RETAINING WALL ITEMIZED LISTING 11-Feb-93 UNIT OF MEASURE AC LS SF CY CY LS EA EA EA EA TONS TONS LF LF SF SF EA EA EA LF EA LS LS SF LS LS EA LF SF TOTAL QUANTITY 3.54 1 67,846 9,329 3,953 1 30 42 1 3 3,317 4,353 6,926 6,058 3,760 27,552 13 8 4 335 8 1 1 45,000 1 1 36 800 900 SUBTOTAL UNIT COST $1 ,000.00 9,525.00 0.13 14.00 20.00 50,000.00 350.00 350.00 750.00 1 ,000.00 15.00 33.00 8.50 8.00 3.00 2.00 300.00 3,500.00 3,000.00 54.00 1,500.00 35,000.00 22,500.00 2.50 25,000.00 10,000.00 250.00 60.00 12.00 15% CONTINGENCY COST $3,540 9,525 8,820 130,606 79,060 50,000 10,500 14,700 750 3,000 49,755 143,649 58,871 48,464 11,280 55,104 3,900 28,000 12,000 18,090 12,000 35,000 22,500 112,500 25,000 10,000 9,000 48,000 10,800 $1,024,414 153,662 TOTAL $1,178,076 CE SUM2.WK1 ALT-3 CONSTRUCTION ESTIMATE u n 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 11-Feb-93 ITEMIZED LISTING 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 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 $1 ,000.00 9,525.00 0.13 14.00 20.00 50,000.00 350.00 350.00 1 ,000.00 15.00 33.00 8.50 8.00 3.00 2.00 300.00 3,500.00 3,000.00 54.00 1,500.00 35,000.00 22,500.00 2.50 25,000.00 10,000.00 250.00 60.00 12.00 15% CONTINGENCY COST $2,150 9,525 9,762 76,174 17,260 50,000 10,500 14,700 2,000 37,050 101,772 55,301 48,864 1 1 ,280 55,104 3,900 24,500 9,000 8,910 9,000 35,000 22,500 113,750 25,000 10,000 9,000 48,000 1,200 $821,202 123,180 TOTAL $944,383 CE SUM3.WK1 n u n u '—\ u n u r-| [ U nJ ^ APPENDIX 3 u L_J r~\ U 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 10CONC. DRIVEWAY (4") 11 SIDEWALK 12 PEDESTRIAN RAMPS 13 STREETLIGHTS- RELOCATE 14 SIGNING AND STRIPING 15 TRAFFIC CONTROL 16 ADJUST MANHOLE COVER TO GRADE 17 RETAINING WALL 18 PROPERTY AQUISITION CE SUM4.WK1 ITEMIZED LISTING TOTAL 11-Feb-93 UNIT OF MEASURE AC LS SF CY CY EA EA TONS LF SF SF EA EA LS LS EA SF LS 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 $1 ,000.00 950.00 0.13 14.00 20.00 350.00 350.00 33.00 8.50 3.00 2.50 300.00 1,500.00 7,500.00 5,000.00 250.00 12.00 2,000.00 15% CONTINGENCY COST $390 950 164 8,400 12,000 2,450 350 12,540 5,143 270 6,808 1,200 3,000 7,500 5,000 1,500 20,220 2,000 $89,884 13,483 $103,366 n U o LJ APPENDIX 4 i—i n SURVEYED BY SURVEY OF L UHVEYED BY URVEY OF D D D D LJ SURVEYED BY SURVEY OF DATE 3//e/:/ ' INDEX PAGE 0 n n LJ nL n LL kA 0 co' O- (VJ Q i (Y\ UJ H £ o * U CO 01 UJ*>•**^ <cr H \-—I O ^v_> C0 ^ LUa:o J £ ft£< cCO £ vA ^ y A O -J Z CATIOL5fe/V0O <~ ^00 \_o B~? <£ (\. 1 Lj Fo,i Ui>/i 6^>.^v^ . 1- > UJUJ CO _l U.* UJ U. gog_ Z LO a:<m N< (E O 18fy iU- ' -* O•** v LUO Z Z iL10 Q- UJ LUa. j- a: i ci ^a 1 ^j 3 N) (0 5; ^ Iz: LU 4E Q UJ UJ t- I Z W Qto tro H O Q. 0 Ui ^a • 8 M Q-^_ C•J r m ^. 1- rt C '0 Kz tij „ o UJ uj % 5o z U Qo tro N 00- 0 (0 UJ1-oz -x. COH COMMEhN ^ tCj jij I Q S2 H CO T Q £ H O CO 0 < ^— •a: "- UJ t > Q N or *~o wi o UJCL K 32CO Q f<HORIZONANGLEH 6 Q- Z '£ CD U o Q Q 1 a vj CL ^ 03 0 1 0 1 s ^ft ^w\ ? *-v O i 0 t r M V-- "2 ,<k ^j £ •*; * °^ t •v M M £ ~ cO 1 <o ^§ o £ c. 1 -5 i . N"i ^T CV 1 - <^ lO <rQv\ 1 vj\ r- \ - \ t N\ i -a fO \ ^ ^ Cii rJM i fA (A ^9•"•^ ^ I ""A ? Ci 0\ -3 ^Q •^ CL l<\ 1s ' *>. U\ v^ \ f-^ Nj«. $t ^~ (V^ t Cj 7" r; ^ T - J^1 "?^ c ? O. ^ / i i^v 6^ VT\ r— • t """" ^<r\ r~ \ . 1 CJ•z <v o»I 0.<r < DC v> T -3 CN \ \ §-t«cx $. ^g V CvCu; »- I -^ v 1 r— JL</ io u.o Nl O Q. •O ^tcn UJh- Q o LU COcr UJ^*•*^^r*••<cr H v/\ 1 — ] Ho h CQ LU cra !- »A 'jj J < z J U CD O *} Se o o 0 ^•^ UJ1 -L '-J V- C.. 1 U)\f >•± fV- h- > Ul UJ CO— _l u. X UJ l±- t ' ^*>" ^L ^y•2 o Q£ 2 uj a: m 0.' N CE O z°~ Q mO1 Z 3E uJ c\ Q- LJ LUQ. »- or O a Z UJ O UJ uJ H 1- < <^t£ Q CO ttO 1- 0 Q. 0 Vn — y uj »t Q UJ UJ 0. H3 < 0 Z 0 Qo o:o H 0 0. 0 to UJ oz V. to p~*z UJVP ^*zoo N CE "-o u- X Q C5 ,_: CO X ^J tr H O t/) 0 < O UJ Q Xtr h- 0 (T 0 0u z _l< 0 UJp -1or e> UJ Z> < j— Q; ~- UJ t > O . N t £O w X Q U) Q_ i • P CO| mu' co Q ZONTALLEcr <so zi < H 0 Q. Z Q ** -£ ^£_ V\^ H Hi v/* •vJ-t- M ^Ck^ B to Q ^+1 ^r, tn CE M J ^ <? ^3 I— ^0 1 ^J 1 1 Q F*^ O 1 00 (0 •o 7s Nl —1 *£. <V h- 1 AV\ ? • «n M1 . N) ~"^ tO Vv (VJ r- M ,4 r* Q ? <r\ -v W I— ^Q o- Ki I CD^Ji <T» --ir-^. tfi v "C. •2 J •z c. ^Ov_ 11 v\ t-a > . *^ 1" — -^ -*J~ fC\ — M J 00o CO£J — ^ U.c» T— O1 ^ "A 00 - 1 -Q ? 1 "^ ^J | CJ "^ <^r V Uj ^ t 1 ""•t" •M M ^ NJ \ X N! NS 00 ^^ c ^ <JN N\ t f<! rs u_L 0 cO C9Q. ?!i N"\ Ult- o 03: UJ COtr UJ•^«*^^f**<cr rVI ai > V o Vfl cD 2^ Ula:u N V § * "> o ^ K a O sQ 3i00 ^o Vo P •^JK^ JjJ uii ^»~ i > Hiuj co I ui t 111± 2 UJ oc. en N oco 5 V UJ Q ^E ^C * ^ Q. Ul Ula. H or Vo Z UJ * O UJ £ <cX Z S2 Qco oco H Oa. o § o Z liJ Q UJ u, a. H^ <o z 0 Q O (To H 0a. u to UJ oz CO z UJ 0 N E "-'o ttx a C3 ,_; co x Q CC H O co 0 < 0 UJ OORD.ORTH0 Z _i O u £ -1 CC Ou z> < (— •or ""ui ii:> a N CC •"o <2 X 0 Ul CL i_- 3 co CO Q ^ t—HORIZONANGLEH O Q. Z ^« "> ^H q:• tvl 1 OQ ^ CO ^\ ^f\ r- t2 r^**i v/ Nj f *A O "^ ^t N^ f— (T ^*sf rJM ^§ M 1 ? >«Q '41 NJ i -J * u>O <;r IS O. "J i 5 1 f" Ul f-q LU COcr UJ ^5 •^ ^ kp r^«.crh- V- 0 & ^ UJoru i £ -«o j^ •f\ U3 — J <CT" !* O «O H 3 •< *£3 j«JX m € O O~a nJ 1 •z uI- o £i M 2*3 \ jt.» iJ> iG£ V >H Ul V)— • _i u.X UJ U. ^ 0 o? 2 ui .a:< CD N Qt O ifrff _-2° • J"T% 1a. ^ ' a. ui uia. h- cr . M) Q ^" Z UJ 4C O UJ uJ H H < X Z C3 Q CO <KO H 0a. o CO o Z UJ 1C 0 UJ uj a. Ho <o z 0 Qo tro H 0a. o CO UJi_w^oz CO z Ulz ou N <Z "-' O ti a C9 j_; CO X Q Ct H O V) 0 < 0 UJ Q X o o: 0 Ou z _l < I— 'cr UJ t> a N _. i_IQ; r~o w X Q Ula. i_; 32 CO Q *HORIZONANGLE* H Oa z t 5 ^t * rn 1 ff^ c\ r- CQ <VJ /ts. ( — -Si Q r~ M ^ r- — QC5 C\J r~o £i CO ^r t ^\ "TQ i — ~i _! ^tj •2oo U) 8i "T I £\ Vft ^\ ^c\ f— , l\J w t ob JyJ *" 1 e ^«»- i v\ ^Nl fi t N- — . Qi ffN c1 O CO ^^~ s — 2. C5 \- \r cO0 "^" ~ fF_^ •"' *• 0 KN OB Q fj> t 00 T>^^ fyv - \ CO— 1 oc •— N.J»J <5N _^ ^-^ (j^ -* ( u.0 0 Vfl e> Q ^H «° U \ 1 o 1 UJ o •• O * UJ</)<rtu "s ^ ^ kf r^•+t (T h- ?Ui-71 ^ V-a v5 cQ CREWa « ^ V\ ~y Jlu ^^ z> o ^£ o ^ -1 0 ^D ^!Too • Ui f £> 3 1.4 vr &n*•**s »? ji j». Ctf V- »-> UJUJ en — • _j u.I UJ U. co Z ^ ? 2 8 . IT 03 N cr 00 soLL. ^* Uj • dJ "0 2 -2 u:Q. UJ UJQ- K a: $"^^ Z UJ "O UJ x z <£ 5 w o H O Q. 0 -J <£ 3 Z UJ "a o! »- o zo 5o <ro H O Q- 0 CO UJ o ^A L^f~z UJ 2 ou si §£'x a co ,_; c/> x acc H O CO 0 o N cr *~o fS I 0 UJa. LJ 3? CO O ^p lacc o 0 ZI < *H 0a. z "5 I :£ v ^ ^- Aj M cS «-A (VJ 1 ^ o0 ccrr> O 8 ^ VAH( 1 fO'^ -\fN "^- ^i to s fz ^ PO <5^ •^!5 r~Q 1 ^J ^ /^ SN ^1 ^4~ •^M-i nu n'u D n c u_ O\L,o •v_ / 5 n *— '0- ••1 £ 1 0 * UJ Q •M O LJ COcr UJ^^^^r^•«. (T \- ^\ O CO ^ Uloro J * (j J * f ^ z JA. (^ 0 < ^ lA3 <dj goT AJ >It^<v Z Li | ! \ 1 j\^ ^)o: . H > W UI CO— _l U.r uj u. ? Z uj a: CD M cc O CO ZO J>* ^ ^_ 1 o:^? ^C iifi ti * Qa. ui uio. H cr COs Z UJ O UJ uJ h-H- <X Z 0 Q (0 CC0 1- 0a. o M Z UJ a UJ uJ •D <o z O Qo cro H 0a. o <O UJ H- O Z —CO z UJ o rsi cr "-' O iX Q 2 Kco x Q cr t™O to 0 Q N « ^o w X Q UJ 3^ CO Q IZONTALLEcr CDo zi < , H 0a. z o cJ HC <H. ^ 51 ^ \- >0\f\v\ £ {*•*} ^1 ON *" M v; (Tfiv *~™ <S^«0 *-^r\ • fv^ -" . — |*-*-- ./•(b ^ct c^ ^ /\cs ie ^VT Mis) 1 V r- M "0 ^^ •-v^C5 * 1 1 *n •» ' u_o 1 — ISc m^ O 6N\ o t^ Ul H O L •M O * UJ CO<r UJ>^» r^*.a:h- \A ri | •^ F 'i! \A IS £ O-* 1- o cC ^ UJa:o l| 1^O £\ Z 0o <^ < f O ^] O ,/!_l J o o-> > UJ UJ CO— • _j u. X UJ U. •"• z< fW O Q ? 2 ui a: m N (E O C30 fy iLL. ' 2° Q. LU 'Z ^ ii* c\a. UJ uia. h- a: M Z UJ * O UJ UJ H I Zm_. 0 Q H Oa. o *£* 2: uj *s a UJ uJ o z 0 Qo a:o H Oa. o tn UJ O Z to zu2E 3E Oo si (E U.' 0 t X Q , W X Q Ql h^ O COo < 0 UJ Q X £C H 0 K 0 O 0 Z J O uip _l UI Z QC u- UJ t > O N a: *~o *2 X 0 UIa. i_- 0 \j)-S — (O O gl ^Z N ^ S CJ> 0 Z X < . H 0a. z j ^7 | ^j pj IA\ COo O Q r- ** ^ | ~ 5 t •± -\t- "^ en ^" M ^ — •* 3; i v NB ^.jtM cC | to i xv°° 1 r: ^3O Cv f "T— oa NT D I"S\ u.o Q. GN Ci — im U)1- Q d 3: UJ COa* •in•>*^) (T H o 4 ^^UJa:u , « ^ i ^ VI ifJ x; la H J O « _l ^ 00 r-v O ^~? \A ^ V4^ I ^ •s (t\-F c i J ^ \ > ^toi/ ?«.v <5 ?V •> ) \J X . S T. H<nz UJ UJ z 0 FDM OFFSETQ^ ^00 * N or caQz , iii 00 UJa. uj uia t- a: \\^«i Z UJ O UJ llJ f— H- COMMENTS /NOTEsi o: "-' 0 tX Q Cfl ^ Q <£ H-O (/) 0 < O UJ Q X 0 OC O O 0 Z O u H -1oc o UJ Z> < f— ' cr }J- UJ ~ > Q N K tfo *2 X 0 ua j_- 3 « (/) O J S 0 u ^ _Jir oo zx < H 6a z '^ ti 3 Ctv- • M Q ^> <s\ "t ^^ ^ ^W1 Q i ?tv\ r~ M -" f— %. O -C ea I s\-s _ o 00 1 r~ •0 1 ^ -V G, 0 •2 •z s Q ^flX ^Qi (V)r— 4 00> tr =f 2o 33 o,v- •VJ oto 0 o Cvj ^ft lj^ r>^ „_•_ *<» lo v^\t\ ^J1 1 — * 60 •5(J•z A tA ca ^~ \ (SN S ^ ^ Vflvj\ t -9 CO p) <v ? QAX ^" t C < c<f 3 S j •\)J * ID - 0^ ^ <; a CL.tl 1 ^— «O -^ ^r— S ^N^S r^•** •a I ^ W - <$\ — Uco •£ 4- vJ<A v« ^S *J r~ ^t"i r- CO it "\j- '*>c\ «^ T *° >c o (Vk (VI ^ 1 Q rJ 1^ 1 Cv VA CV ^Q G\ 1c\ r-00 (0 fA Sff^ COCO ^(JX Qi T M ' M ~ Q — cj \r '| »~ \A O CV ^c£> 1 i ^M N^ i t 5 »t 0) Q £ § \r> oV i fix 7°° .—. NJ r~ 4 ^ O. o 2 O ii >A O y l^-I X ILL- O C50. M <5\ ^ Q t UIH- O o LU V)cn UJ CL H O •o ^ UJcru vl 1W I^O -Q I 0 z 0 oo 03 O-> VA rfI§. "2 ur\- ^ \ r 1 r '-Uv fU*~,"c<to. 1)_ J i V T 1 > uiUI 0) _l U.u u. Z -e W O Q? 2 UJ oc m N DCo i? 58~** XJ UJ , 0." mO Z Z ujQ. UI UIQ. j- or If 2r u Jt O UJ K <CX Z iB Qco o:o H O Q. 0 _^ - Z UJ _ . . _ UJ Q. 1- 0 Z <-> Qo cro H 0Q. U CO UJ1-oz MENTS/zoo N 0 it X Q WH CO X Q CC H O COo < 0 UJ Q Xcr t-o cr 0 Ou z _l 0 UJ H -"CC <5 UJ Z> < h- •cr "• UJ t > Q N o w X Q UJ 0. L_' 0 CO_J _ CO Q </ z O ^j f\J - cr oo zI < . H 0 Q. Z J "2 o 7a V- \A V 0 t -^ _5 CO ^ 5 cO ^ T ovto NJr- - ^- —rO ^1 o V0 ^ •< V Nl * i 10 ^ %1V] ^1$ ^i> ^V ^00 t ^(^ 1 1 ^Wv u_L_o ^C9 0. *\1 1 ^^UJ Q 0 3i UJ CO 01 UJ> ** ^^QL p ru*• H UJ ^ U ^ Ni 1 ^ ^!§ 3s zo — ' oo CD O I T UJ UJ OFFSET _40 O Q? 2E ui or m 2 S N a: 0 z !Tp UJ 0\ ^D ' 0. UI UI .kQ. h- tTM ^X Z UJ O UJ uJ tH <* z t£ Q w o H OQ. 0 ^^ — >Z UJ Q UJ u, Q. H 0 Z 0 Q O (T O H 00. 0 CO UJ oz CO z UJ zoo N E "-' 0 t X Q 13 ,_; CO I Q O CO 0 < O UJ Q I £C 1- 0 CE O O U Z _J O UJ1- -1cc to UI Z )_• . CE "• UJ t > Q NE »-'o 52X Q UJ « ^'Oco CO Q f*r~ NJ i 5 oo zi < H 0 Q. Z ^>- ^^ \\ ^\ ^^ ^ ^1 V) Qv^OQ r^J ^0 ^^ ^ M S tS4 N t\l Vl QQ <§^^ oo ^ ^^ "^ M V Q•o ^ $i (V V SiI^v N v> I Q ' ^(^T" i ^. Ci^* ^\ \f\ \ \y*~ ~>-S^ F\ i § ' ^-^ ^ a toV. U.o c_o Q. T , UJ o § UJ </)cr UJ^»•*^.t r^< LT H- ^ k -,\ Jj•^ §. 0 y\ (\) ^X ^Cj K s? ^ ^1 ;> K CO -4 S<* C cc Jo LOCATIm O•^ 3 0 Vj c($1 > UJ UJ CO x u t H Z f% o 1 QC CD N CC 0 Z~ **-^^ UJ **" CDu. 2 2 u;Q. UJ UJa h- or ^Z UJ 3C O UJe ^I Z 0 Q <o tt:o H Oa. o Q *\ Z UJ tt Q UJ u Q. H 0 Z 0 Qo a:oH 0a. o (0 UJ h- O Z CO1- z UJzzoo N l£ X Q CO (_; CO X Q o co 0 < a: ^ UJ t > Q N cc 1- 0 «2X Q UJ Q. •_: o^co a t 1- (E CO 0 Z X < . K 0a z vn v^••>.- ^^ ^^ V Q Vo^V} *^ o V) ,tv\ 8-vrv- M ^<sj^S 00 vS 1^^ crj ~-' y T •^ S-Q V) ^^c . 1 -^1 § "? 3~^**- r^ •^. CN ^0 v\ ^ L_L. O \.\N C9o •^ M -^» UJt- Q ^M O3: UJ COo:u>^^ J j) r^><^o: K- ^•~- p --.- u VI ^-v>i.> >ist~ VI - £1a:o ^(\, \j ^ C ^1 z ^o LOCATICD O h- > UJUJ CO— _J U.X UJ U. fr Z S <r CD N cr.O oz~ **UJ 2 2 u:Q. UJ UJQ. h- tr \J ^ Z UJ O UJ X Z CO Q{/> a:o H 0 Q. 0 Or f\ Z UJ tt Q liJ UJ Q. t- •=> <o z 0 Qo <ro H 0 CL 0 V) UJt-oz (0 UJ 0o N §£'X Q 19 C/7 X O O Wo Q N E »-'o w X Q UJ O yj (0 Q ^HORIZONANGLEH 6 Q- Z i .Sj "^ •vl 1 * \/\VI 7 M 0 ^0Q v-' » <X<\ CK ^^ <£ ca "~*- * I ~ a 1 ^ U tc <y c <3i v\ ^ ^ J \ <z "J IV) 0 M ^ V) 4 ^ u. ")s. o COo_ C i "^\ ^ (V UJ1-0 3! UJ COcr UJ>•^^.} r^«*icr H ^ UJ •~~ 7j c n <v ^£vj ij,_ $ ^1 I1-v \r ^' ^ -^ UJ<ra ^1 ^ki Ql ^s ^ O Oo CD O -3 •x. UJ UJ c HUJ co U.u.o ^ Z f z 2'Q± 2 UJ DC CD N (E 0 O Z /yLL.*t LU oJ m ^E ^ST • a. u uj Q. I- DC ^ Q h-I Z LU UJ $ t£ Q w o H 0Q. 0 tvi^^ Z UJ « Q UJ uj 0 <- v *9o z 0 Qo a:o H 0 0- O co UJ 1r~ O Z ^CO H- Z UJZz 0o N /^ LLU_ ^^o It I Q C9 CO I Q tt h-O co0 < O UJ Q I 0 DC 0 Ou z VERTICALANGLE>_• . oc ^~ UJ t > Q N o w I Q UJ Q. Lj 3« CO Q I p Iso: oo zi < . H 0 Q. Z ^^ 0 u 0 ^ § H Q Nt <*> i ^ INrx -v-Kji 5; r\j N) ^r^ \ IX^ Q \ 0Q £"* 7s ^ \Ar\/ -^i o 1 V* .^ s l\ Xt hT ^i \g i 1 oo N **^ 1\ 1-o <t VI V! 1 •^ I 4, — . K^ 5 fy t ^ a, k \n •M 0- \3 •\3 ' ?c > y- V]^ ^t- ^5* 5 5 Q /•^^ — sS ~ . -MU, U VI H -V •(: \f\r~, \of\j w CN V\ 1 NJ 1 ^ VI r-J j ^ *J V) Q •) ^ I C § ^5 i\ ^- vl V. V. Uj•/I 1 V O C)^r i •y^ 0- «.ss fX IV ^" \n cr- s- r^ IX N 4- i ^ C VJ V G V ( M ° INJ V) 1 t •T"M ^ I, C V } ^^ .'* VI 0 to \ s <J\ ^ 5, X ^8 t- ~-^ u D I k UM 0 c ^_ < 9 Q. C\)^j-»- l > M UJ h- Q q $ UJ COcr UJ>^» r^«wcr•H• < * K -- ;r d? Uj VI Hi "^ 1 » V . Q:o ^—i\ -i. ^ Q 1 S Z 0 LOCATItoo X ?9QQ > wUJ U) _J U.UJ U. ill <r m N ** cro oz /yLL. ^*-** UJ 5 5 u.a. uj uja. h- oc •t- Z UJ ** O UJ UJ H 1- <X Z 0 Q to <Eo H Oa. o ^ ^Z UJ jr a UJ uj Q. Hr> <o z 0 Qo <roH 0a. o UJ H"oz (0 zu 0u N ^ t X Q , — H~ V) X Q O (O 0 Q N oc I-o w X 0 UJ 0 0 en Q P HORIZONANGLEH O a. Z 0j \jv^ V) T \ K ^ . , N- . ^1 s tv) Q N )S rv^ vS ~^~ V)•N IV 1fs ^ 0 V)"01 M t V)tvi I«J ^ m^f^i so1IN £ fv^ ' ^u.o V} ^^ 0c ^M N) , i (V, UJ t- o L •• 0 5 UJ CO QL* UJ > ^ » r^*.o: H ^ U)c ^\i Q a $ •^ s^ V— „ $ c ^ 0 J ^ ^^ r^5V) zo 1- o 0 oo -9 ^\j ^Q i > UJ UJ CO— • _i u.X UJ U, f_! 2> 10 O Q? Z LU or 00 N tno toz J^ UJ a.'01 5 "S. u;a. uj uj Q. K- CC. U "*^ Z UJ 1^ O UjuJ j— I Zo Q « oco H O Q. 0 ^ 5 Z UJ Zf Q UJ uj *~~ . _ r> <o z 0 Qo <ro H 0a. u to UJ H™o to h* Z UJzzoo N ac, "•'o ii a . _ H~ t/) I Qa: H O (/) 0 < 0 UJ Q X o <r 0 Ou z _j O ui1 — 1a: to LU Z j— • 01 "• UJ t> a N 0 «> X Q UJa. LJ 0 « to Q _\ p z M ^_— «J CE O 0 Z I < , H 0a z ^ f^vj ^^j ui i (V; •*^ Q V, ^ ~v ^ 10 , ^. fv; f$ ^4 •xN l(v- VI 1 "-C. ^'^~•0 1 '•1 Vl 1 **) 0^ . ^ _^ \j^^ N tV) < V) •*! ^. vi Vi1 M"^ J QT (\ ^P ")rr(V7 ^J t N X, -4 M § , 'NJ N ^ ^U) I ? ^ ^1 rv•x. S* -^ G n U u. 0 •\ ISa. QN ^ x^ Vn UJ H cS ^ o UJ COcc UJ><o:h- 1• — ^ ^i j? VJ \\ 1.\ ^\ V ^ ^ UJ v 0 Qv ^ ^ ^^ z O OCATI_j m O ^1 \ \ " ^^ UI UJ — • _i u.^: uj ^ ^~ z' « z 2 Q± 2 u y . m M a: o o ~ UJ a.-0 2 2 u:a. uj ujQ. h- a: *X- o I ^ 0 v Z UJ JC O ui uJ |- H < X Z C3 Q W g H Oa. o V) o \co Oc . • o — . 8 |Vj <JV C ^ Z UJ a UJ uj Q. 1- 3 z 0 Qo a:o H 0a. o V) UJ h- O Z V) ^™z UJ2X 0o N a: «*•'o tx. a 'A H CO T. a Q[* Li* o w0 < H' • °- at > 5 N a: *~o 2x o UIa. i_-g « en O 3-1V1NOZ(T C5 0 ZI < H 0 0. Z K>i V, ^ J I ^\ k ^ ts.[\ 1 00o M) ^ $ •csV, Vs CN 5 £ Ml vS <K 00 <J § 8 £ o (Ts<r\ ^ x ttx c^ ^ ^ ? ^s y. $ 'i OQ $ s 1 I] Xti Vj ^^t ^ c ^ e 1^> vi MHJ ^\ oi •5 ^^ I S $ ^"S v9 - K \£ •^ «VJ < I (Ti fsj O W V? ^ Ovi ^r< ^— ' 5 \ 1 \n K H" •^ VjC (VJ k o nu xl OF -* CQ N CD 0 K K V N K cO 00 K SI !\ ^i X:vo _c IN N.i rj \n 6\ £ '•u fc CM u k 1 3 On n t o K N ft fc 55 fc 00 •k s N 6\ V;V) C! CM K CO N fc: vs N fc N ^^c\N (0 fix L •Wjxl zO z 03 D •si£ >?> 6\ N ^N N s-CS ^J N rr Kr\ N N co (N IS S '"& Iw\ fe' W> 2 3 LJ D M k vl 04 CM O V} Ar fc S -V s c N, Vf •03 v: Vii -4- <\ VK k ^oi N 00 OQ_ cvl <N K*\ W oQ. F •2: XI xl vj Q tf} '•0 Status File: common.LSF Stored. Traverse Sequence Memory: common.TSM Stored. Status File: common.LSF Loaded. Traverse Sequence Memory: common.TSM Loaded. Workfile: CLS8D.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 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 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 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 CONG NAIL-CURB L&T LS 3338 = 102 END List Status File: common.LSF Stored. Traverse Sequence Memory: common.TSM Stored. A1 i g n m e n t '• IN T it PI 1000 1001 1002 1003 1004 1005 1006 1007 1008 P2 1009 1010 1011 1012 1013 1014 1015 1016 1017 P3 1018 1019 020 .021 1022 1023 1024 1025 1026 1027 P7 1028 1029 1030 1031 1032 1033 1034 1035 1036 1037 1038 P8 1039 1040 1041 1042 1043 044 1045 1046 1047 P4 1048 CARLSBAD BLVD. (STA . 16 + 35 & INT. CANNON ROAD) May 01 STATION OFFSET NORTHING EASTING ELEV DESC 18 + 77 18 + 77 18 + 77 18 + 77 18 + 77 18 + 77 18 + 77 18 + 77 18 + 77 19 + 92 19 + 92 19 + 92 19 + 92 19+92 19 + 92 19+92 19 + 92 19 + 92 19 + 93 19+93 19+93 19+93 19+93 19+93 19 + 93 19+93 19 + 93 19 + 93 20 + 68 20+68 20+68 20 + 68 20+68 20 + 68 20+68 20 + 68 20 + 68 20+68 20 + 68 21+35 21+35 21+35 21+35 21 + 35 21 + 35 21 + 35 21 + 35 21 + 35 -0 -10 -22 -27 -36 -52 -64 -72 -75 0 -9 -19 -27 -29 -35 -50 -66 -78 0 7 .01 .06 .93 .84 .50 .49 .50 .55 .37 .24 .84 .65 .65 .38 .88 .60 .16 .58 .07 .84 13,69 18 25 29 41 55 64 73 0 7 13 18 23 27 38 50 58 62 65 -0 9 18 25 31 45 52 64 70 .67 .41 .19 .50 .01 .24 .83 .01 .05 .24 .91 .32 .45 .20 .60 .82 .66 .14 .24 .96 .13 .39 .97 .43 .63 .09 .19 10786 10792 10799 10802 10806 10815 10822 10826 10827 10688 10693 10698 10703 10704 10707 10714 10723 10729 10688 10683 10681 10678 10675 10673 10667 10660 10655 10650 10622 10619 10616 10613 10611 10609 10603 10596 10592 10591 10589 10566 10561 10556 10552 10549 10542 10537 10532 10529 .8910 .2930 .7020 .2810 .6640 .3310 .5140 .0760 .5490 .7190 .8220 .9950 .0060 .0630 .3990 .7250 .1570 .2200 .1440 .9240 .3110 .6060 .6140 .4760 .5290 .2610 .1100 .2160 .6690 .4980 .3500 .6770 .4200 .0230 .6200 .9660 .7820 .0280 .6660 .2980 .0130 .8190 .8240 .1750 .1490 .8380 .7460 .7040 9533 9542 9552 9557 9564 9577 9587 9594 9597 9591 9600 9608 9615 9616 9622 9635 9648 9659 9592 9585 .7710 .2510 .8240 .0020 .4710 .9190 .6250 .8720 .2730 .6480 .3360 .6820 .6020 .9850 .5580 .3360 .4220 .2710 .1880 .6550 9530.3990 9576 9570 9567 9556 9544 9537 9528 9631 9624 9619 9614 9610 9607 9597 9587 9580 9576 9574 9664 9656 9649 9642 9637 9625 9620 9609 9604 .2140 .1530 .0320 .2440 .8470 .1740 .9240 .0470 .7460 .4130 .4120 .6160 .2360 .9440 .4740 .3980 .9810 .9020 .7380 .0180 .0100 .9360 .4430 .9600 .1500 .8470 .5600 50 50 49 49 51 54 56 57 57 50 50 50 50 50 50 52 54 54 50 50 50 50 49 50 48 46 46 46 51 51 51 50 50 50 49 46 45 45 46 51 51 51 51 50 47 46 45 45 .26 .22 .92 .75 .13 .24 .34 .40 .45 .95 .93 .75 .28 .11 .94 .99 .28 .89 .96 .85 .69 .41 .96 .16 .39 .71 .04 .28 .38 .32 .22 .96 .79 .92 .17 .72 .81 .83 .03 .77 .64 .37 .54 .40 .39 .87 .14 .20 AC AC AC AC AC AC AC AC FF AC AC AC EP AC AC AC AC FF AC AC AC EP AC AC AC AC AC FF AC AC AC EP AC AC AC AC AC AC FF AC AC EP AC AC AC AC PCC FF FL GARAGE FL GARAGE FL GB GARAGE FL GB PCC GARAGE FL GB PCC FL GARAGE 21+41 0 .06 10559 .7950 9668 .2420 51.80 AC 1049 1050 1051 052 1053 1054 1055 1056 1057 1058 P9 1059 1060 1061 1062 1063 1064 1065 1066 1067 1068 P5 1142 1143 1144 1145 1146 1147 148 1069 1070 1071 1072 1073 1074 1075 1076 1077 1078 1079 1080 1081 1082 1083 1084 1085 1086 1087 1088 1089 1090 L091 1092 1093 1094 1095 1096 21+41 21+41 21+41 21 + 41 21+41 21+41 21+41 21 + 41 21+41 21+60 22+17 22+17 22+17 22 + 17 22+17 22+17 22 + 17 22 + 17 22+17 22+17 23+17 23 + 17 23+17 23 + 17 23+17 23 + 17 23+17 22 + 78 22 + 78 22+78 22 + 78 22+78 22+78 22+78 22+78 23+58 23+58 23+58 23 + 58 23+58 23+58 23+58 23 + 58 23+58 23 + 58 23 + 58 25+17 25+17 25 + 17 25 + 17 25 + 17 25 + 17 25+17 25+17 25+17 -4 -11 -22 -27 -28 -41 -54 -65 -88 -89 -0 6 12 18 21 27 40 58 65 71 -0 -4 -20 -27 -40 -54 -75 -0 -4 -9 -20 -27 -28 -49 -84 -0 12 17 21 26 35 45 50 58 63 69 -0 12 17 22 26 29 35 48 56 .60 .38 .35 .55 .58 .96 .85 .92 .50 .65 .15 .51 .48 .13 .14 .03 .05 .16 .16 .57 .07 .55 .75 .65 .75 .43 .41 .06 .58 .69 .91 .73 .23 .03 .08 .06 .51 .88 .21 .39 .20 .18 .92 .85 .86 .70 .28 .44 .82 .18 .14 .34 .13 .22 .50 10562 10565 10572 10574 10575 10582 10588 10594 10605 10589 10495 10492 10488 10485 10484 10481 10474 10464 10461 10458 10408 10410 10419 10422 10429 10436 10447 10442 10444 10447 10453 10457 10457 10468 10485 10373 10366 10364 10362 10359 10355 10350 10347 10341 10339 10336 10236 10230 10227 10225 10223 10221 10219 10212 • 10208 .2100 .9500 .1030 .5890 .0580 .0660 .8580 .7080 .8780 .7330 .4090 .3040 .8820 .8110 .0890 .0440 .3560 .7800 .2820 .7450 .9081 .8719 .3427 .5119 .5102 .3506 .7492 .6030 .9870 .9270 .9740 .6340 .7000 .3310 .0550 .7710 .9550 .5140 .6560 .6640 .0790 .2560 .2970 .7260 .8120 .6550 .1440 .2420 .7040 .3960 .0560 .6870 .0130 .6170 .6230 '1^7 2 9677 9687 9691 '3b'?2 9703 9714 9724 9743 9754 9706 9700 9695 9691 9688 9683 9672 9657 9650 9645 9757 9761 9775 9781 9792 980^ 9822 9737 9741 9745 9755 9761 9761 9779 9810 9778 9768 9763 9760 9756 9748 9739 9735 9729 9724 . 9719 9860 9849 9844 9840 9837 9834 9829 9817 9810 .2360 .3940 .0010 .5710 . 49bO .3860 .8470 .2550 .8800 .7830 .6430 .7330 .8220 .0790 .5990 .5560 .3880 .0060 .9450 .0000 .7962 .8473 .6511 .7973 .8792 .7268 .3515 .8220 .6580 .8670 .3160 .0790 .6160 .5020 .3340 .6010 .0290 .2340 .4640 .2190 .6940 .9530 .0390 .1220 .4260 .5110 .4100 .1200 .3710 .6740 .4550 .5450 .3950 .9780 .7120 5 L 5 1 'D L 50 50 53 54 55 55 55 52 52 51 51 51 51 49 47 47 47 52 52 52 52 54 55 57 52 52 52 52 51 51 53 53 53 52 52 52 52 51 49 48 47 47 47 54 53 53 53 53 53 53 '31 a 9 . 3o j !. . °- 7 o ; .1-1 . o5 . 11 50 .54 .2b . 1 b .98 .71 .47 .67 .64 .14 .27 .45 .85 .53 . 57 .16 .20 .99 .73 .60 .66 .61 .31 .82 .75 .00 .79 .12 .94 .74 .55 .84 .22 .08 .08 .12 .25 .33 .07 .80 c, c: . 1 J .04 3 1 . _ '-' . 0 7 r - ' xt C •v: .-V.' •-IP .AC AC AC A C FF GARAGc AC AC AC EP AC FL AC G3 AC- AC FL AC PCC FF GARAGt AC AC AC AC ;rL AC AC AC \PCC\FL AC AC AC AC FP AC FL AC PCC FF GARAGE AC AC EP AC FL AC GB AC AC AC PCC PCC FL PCC GB trp AC A '", '£.P '-C "L -.(., -:L AC ~-':'i'~. '•'.:- '''.''. '-.-•': "j r " ' j r ' DQOO 25+°b 25+9o 25+96 25 + Qb 2Sr94 2? + 42 2° + 42 2 9 + 42 29 + 42 29 + 42 2 9 + 42 29 + 42 29 + 42 2 Q J- 4 2 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+49 314.49 31+49 31+49 31+49 31 + 49 31+49 -29 -40 -50 -bl -78 1 "" JL i. -18 -29 -31 -46 -57 -63 -65 -2 -10 -24 -30 -31 -46 -58 -67 -69 — 1 -12 -19 -30 -31 -38 -43 -53 -60 -69 . 11 . 14 . 15 .05 .73 . 89 .31 .81 .43 .54 .08 . 57 .01 .02 .04 . 6 5 . 57 .09 .45 .57 .69 .72 .67 55 .15 .63 .66 .16 .71 .64 .62 .99 .56 L 0 1 3 4 10139 1 0 1 9 5 _ O' .il O i. 10210 9870 9876 9881 9886 9887 9894 9900 9903 9904 9305 9810 9816 9819 9820 9828 9835 9840 9841 9694 9699 9703 9708 9709 9713 9715 9720 9724 9729 .5390 .o470 .2510 .5110 .5170 .9530 .6240 .4420 .•3420 .3520 .9950 .8600 .7530 .7000 .0270 .0780 .6020 . 7040 .3550 .5610 .2920 .1280 .1190 .1210 .8640 .1750 .9610 .3320 .1940 .6530 .9420 .6690 .0420 •5924 9934 •>342 O O C ; •30^ 10078 10086 10092 1 0 1 0 1 10103 10115 10125 10130 10132 10117 10124 10137 1014 1 10142 10155 10165 10173 10175 10183 10191 10198 10203 10208 10214 10219 10227 10234 10241 . 4910 .1750 ..-.= 090 . 5o40 .7^60 - 5~0 .3280 .1110 .5570 .4050 .7790 .6530 .2620 .0400 .3990 .9050 . 2220 .8030 .9920 .7150 .3130 .4400 .1250 .0390 .9590 .6930 .0770 .4390 .9290 .2050 .6650 .0340 .4040 53 55 57 58 'O <3 5 ? 53 b3 52 52 55 56 57 57 52 52 o 2 52 52 55 57 58 58 52 52 52 51 51 'i? 52 54 56 57 3 3 -^ i . 20 ii'? _-aq .28 . L'J 02 .43 - 7.6 .30 .38 ti. / .40 . 94 .89 . 42 .23 .59 .07 .62 .57 .69 .36 .30 .12 .57 ~7 1 .19 .31 .67 .53 .38 AC ::-"!. A C ^ p AC AC GAKAG;- ,^;. AC AC AC FL- AG GB AC AC AC PCC ~ i- G A R A G c A C AC AC AC FL- AG G3 AC AC A C :D C C FF GARAGE AC AC AC o r Q pi Of" C PCC p r C PCC PCC ^~ GARAGt D 34.73 10992.'