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Home My WebLink AboutPELICAN HILL RD PROJ REPORT*NEW FILE* PELICAN HILL RD PROJ REPORT w�u PPI i ca n H i 11 Koat 1' l71 : J PELICAN HILL ROAD PROJECT REPORT FEBRUARY, 1986 Prepared by: ROBERT BEIN, WILLIAM FROST & ASSOCIATES 1401 Quail Street Newport Beach, California 92660-2748 Contact Person: Gary Warkentin (714) 833-0070 JN 22880/PRJ18 RECEIVED \ pta�trdrp; 1� �"�rt�rent - MAR 2 01986 = CITY CF 1%r NEWPOPT LEACH. CALIF. r I C TABLE OF CONTENTS Page SECTION ONE INTRODUCTION i Exhibit 1 - Location Map 4 Exhibit 2a - Pelican Hill Road Concept Plan - Northerly Portion (Scale i" = 5001) 5 Exhibit 2b - Pelican Hill Road Concept Plan - Southerly Portion (Scale 1" = 500') 6 SECTION TWO CONFORMANCE TO ADOPTED PLANS 7 Exhibit 3 - County of Orange Master Plan of Arterial Highways 10 Exhibit 4 - City of Irvine General Plan 11 Exhibit 5 - City of Irvine General Plan 12 Exhibit 6 - Newport Beach Circulation Element 13 SECTION THREE PELICAN HILL ROAD PROJECT DESCRIPTION 14 Exhibit 7 - Archaeological Sites 17 SECTION FOUR HIGHWAY DESIGN CRITERIA 18 Exhibit 8 - Typical Sections of Pelican Hill Road Segments 2 and 3 20 Exhibit 9 - Typical Sections of Pelican Hill Road Segments 4, 5 and 6 21 SECTION FIVE PELICAN HILL ROAD ALTERNATIVE ALIGNMENTS 22 Exhibit 10 - Pelican Hill Road Alternative Alignments 25 APPENDIX Exhibit 11 - Aerial Photographs Plan and Profile of Proposed Project (Scale 1" = 200') Pelican Hill Road Concept Plan (Scale 1" = 500') I I! I I I I LJ I F I I I ISECTION ONE INTRODUCTION For more than twenty years, long range plans of various public and private entities have called for alternative routes for travel between the coast and inland destinations which would improve access to coastal areas while alle- viating traffic congestion along Pacific Coast Highway and the existing inter- secting highways. The planning efforts for the Irvine Coastal area have always recognized that need. In fact, County processing of the Local Coastal Plan for this area identified one of the requirements for initial development of the Irvine Coast as the construction of an "inland roadway connection." Implementa- tion of the Pelican Hill Road project is intended to satisfy this requirement. This project involves the construction of a new highway extending from the intersection of MacArthur Boulevard and Bonita Canyon Drive to Pacific Coast Highway, southeast of Corona del Mar. The project includes the improvement of existing Bonita Canyon Drive, from MacArthur Boulevard to a point just westerly of the existing intersection of Bonita Canyon Drive and Coyote Canyon Road and ' will upgrade this portion of Bonita Canyon Drive to a four -lane undivided high- way. From this point Pelican Hill Road diverges from existing Bonita Canyon Drive. The total length of the project from MacArthur Boulevard to Pacific Coast Highway is 6.1 miles. The Pelican Hill Road project has been considered in past actions by the County of Orange and the California Coastal Commission as an integral part of the Local Coastal Program for the Irvine Coast. The initial construction of an inland connection from Pacific Coast Highway to MacArthur Boulevard has been requested by the County of Orange as a condition of approval for the Coastal Area. This Local Coastal Program comprises 9,370 acres of undeveloped property between Laguna Beach and Newport Beach, and includes large public land acqui- sitions for beaches, parks and open spaces, as well as plans for development of the remaining private land by The Irvine Company. The Pelican Hill Road project is intended not only to accommodate traffic to and from the Irvine Coast, but also to provide a bypass route around the Corona del Mar area for traffic which now uses Pacific Coast Highway, MacArthur Boulevard and Jamboree Road. ' The aerial photograph on the cover of this report dramatically illus- trates the unique location and relationships involved in the Pelican Hill Road project. This picture looks due west toward the Pacific Ocean, with the highest J part of the scenic San Joaquin Hills appearing in the foreground. Signal Peak, near the lower center of the picture, reaches a height of 1,164 feet above sea level. San Joaquin Reservoir is in the center of the picture, immediately beyond the Coyote Canyon Sanitary Landfill, operated by the General Services Agency of the County of Orange. Beyond the reservoir are the neighborhoods of the City of Newport Beach, surrounding Newport Bay and spreading along the shoreline of the Pacific Ocean, with Corona del Mar near the left center of the picture. The right portion of the picture shows an undeveloped part of the City of Irvine. The existing Bonita Canyon Drive curves through the right center portion of the picture, with the campus of the University of California at Irvine (UCI) to the right (northeast) of the road. Exhibit 1, the Location Map, illustrates the general relationship of the project to surrounding areas and arterial highways. Exhibits 2a and 2b, Pelican Hill Road Concept Plan, show the northerly and southerly portions of the project in greater detail. The Appendix to this report contains a series of sixteen vertical aerial photographs which show the conceptual alignment of the project. The packet at the back of the report contains detailed plan and pro- file studies showing existing topography, proposed grading, and engineering data. The overall project begins at the intersection of MacArthur Boulevard and Bonita Canyon Drive. From there the project proposes to improve the align- ment and widen the road to a four -lane section. The alignment diverges from the existing Bonita Canyon Drive west of the existing access road leading to the Coyote Canyon Sanitary Landfill, and follows an alignment which is compatible with current planning of the proposed San Joaquin Hills Transportation Corridor to a point near the edge of the Coyote Canyon Sanitary Landfill. The alignment ' then diverges from the proposed transportation corridor alignment at the planned location of a future interchange to follow the master plan alignment for Pelican Hill Road to the south across the sanitary fill along the route where inert fill has been placed to support this road. It should be noted that placement of inert roadway fill in this location was originally established in the 1977 Coyote Canyon Sanitary Landfill Agreement which recognized the need to implement this important General Plan highway link. To the south of the sanitary fill, the alignment continues along the Pelican Hill ridge, over Pelican Hill Saddle, and then curves down along the west side of Los Trancos Canyon and around the ' 2 ' slope of a projecting hill to an intersection with Pacific Coast Highway oppo- site to and compatible with the existing State Park entrance. The Pelican Hill Road project can be expected to provide an alternate route which will permit through traffic to bypass existing communities along Pacific Coast Highway, as well as provide improved coastal access for the inland areas and serve the needs of future development. It is being designed to meet major arterial highway standards consistent with the terrain, to open up attrac- tive views and complement the scenic beauty of the area through which it passes, and to provide for efficient, safe movement of traffic. Approval of the project will be a positive step toward the improvement of the circulation system of the Irvine Coast Area and surrounding communities while implementing the construc- tion of an important transportation link in the general plans of the cities and ' the County. �J I P I 'I I I I I I 3 04, ,1 t e• I p ` 6 11 " Segment ' NF;A'PnKIt'' EACH., Grade eper .. _ _- I S anon „ • h : � •. • r- �r(�� N. 0 B,BpR + BO Segment 2 \ i� _ �i'� vl S A !a a oyo' ti Driv ' ("Irk ;�� t J z IN If Of d "l < .4 Roan s , Segment 3 S5,\ �'1 i lk r 4 1 i r jr ► Joaquin- .'D t NFqPORT HrriCR lm -fie; ' LEGEND 1 " — Pelican Hill Road Proiecf Existing Arterial Highway s �I Future General Plan Arterial Highway y `7tbGrR `IYir1.Wlliam`Fiast 6&, `�J1ssociates JN :seen a agment 4 �r rt' y 51� a -�� ` IO•w Pe"N r^jN1 V • j„�oa / Segment 5„^ t;e ;rile r (S c WC, Segment a' k PELICAN HILL ROAD Location Map � Exhibit 1 4 ].3 X 1020 X 102.0 X � �/ / v � 262.E —f--� J � � C _ �• 1� \\\� x \� \�1�\ �� / //�/, \` `\ \\` 1� I �N_I75'� / / �\ I / I \� I! � ��A � I � � z3X4DL",L 1y\�-�-y lie 5 �A U/v\ / .IAzses Ai A I / X z X \ C� 279.9 JI •�/ X 1�_ — - - _v �\ `\ -�__ �� Q 25 CO c)T IL \ X \ \ 138.6 76,2 f. � � 225 � � / / � ) \ (� �\ \ \ \ .}.'�• /� III 12 \� 3.I x 1277 1i X 3]8 8 • X �� i 132.5 303.8(//� X N °14 « v 151.61 lOD \ AQ \ 383.8 38X 7/� �. X 125 50 \� I X 151. 5 jJ XJI II II //T7 562.0 n 5700 626567 700 ry L n R L/x 533.8 0 / x528.2 LEGEND Existing .. / Future 492.0 \ �I PELICAN HILL ROAD 5015 5°° �Ilj / 'IWiI`Be7q'Wi,,,am`liostC&,�Is iate CONCEPT PLAN /,,i1V�� JN 22880 Northerly Portion :;.5- Exhibit 2a P P Y1 Vl II O oI II � V � N ^ X 525 ^ 'Dx i ^x m 550 M m n Nx M N Coyo C on itary La F h O :n X 550 � o PX x / \�� I ;; I8 \ \\ • p 1 0 \ 1 % A 1 I1 PELICAN HILL ROAD CONCEPT PLAN � -- - � obetT`Ber �ILam`Ffastt�. ssociates l JN 22880 Southerly Portion __ �.6 ` ". Exhibit 2b I I 5 I I I I I I I t 1 F rnKll:na KA A Kira Tn AnnPTFn PI AMC, I n 11 11 u r I I I C C I SECTION TWO CONFORMANCE TO ADOPTED PLANS The southerly half of the Pelican Hill Road project is in the unincor- porated area of Orange County, while the northerly half is within the city lim- its of the City of Irvine. Exhibit 3 shows the portion of the Orange County Master Plan of Arterial Highways applicable to the Pelican Hill Road project. The adopted General Plan of the City of Irvine is illustrated in Exhibits 4 and 5. These exhibits show the applicable portion of the City of Irvine General Plan, which illustrates both circulation and land use. Exhibit 6 shows the Cir- culation Element, Master Plan of Streets and Highways for the General Plan of the City of Newport Beach. None of the Pelican Hill Road project is within the city limits of the City of Newport Beach; however, the road improvements will generally parallel the easterly boundary of that city, and the project has a definite effect on planning within the city. Although the names given to various street and highway classifications differ somewhat among the three agencies, and there are certain minor differ- ences in dimensions of standard plans and cross -sections, the plans of all three agencies where applicable are in general agreement regarding the locations and ultimate improvement standards of the roadways involved in this project. The County plan is the only one of the three which covers the entire project area; therefore, it may be used as a basis for comparison. The adopted plans of the County of Orange and the cities of Irvine and Newport Beach all presently call for Bonita Canyon Drive ultimately to be a six -lane divided highway extending southeasterly from MacArthur Boulevard. Therefore, widening along Bonita Canyon Drive, which comprises the northerly segment of the project, is clearly anticipated in the plans of all three juris- dictions. The plans of each of these agencies also include the future San Joaquin Hills Transportation Corridor in a location which either parallels or overlaps the northwesterly portion of Bonita Canyon Drive. This transportation corridor is ultimately planned to be a grade -separated limited -access highway with additional special features, including provisions for transit vehicles. In effect, this transportation corridor will form a continuation of State Route 73 Freeway, currently known as the Corona del Mar Freeway. The exact location and design of the San Joaquin Hills Transportation Corridor and its connection with State Route 73 Freeway is the subject of an ongoing cooperative study, with /7 I 1 I I I I i I I Caltrans having responsibility as lead agency. Phase I of this study was com- pleted in 1979. In November, 1979, the Orange County Board of Supervisors selected a particular route as the basis for more detailed investigation to be pursued in Phase II. The Phase I studies also designated the probable location of future interchanges at MacArthur Boulevard, Bison Avenue, Ford Road/Bonita Canyon Drive, and Pelican Hill Road. The Phase II studies are nearing comple- tion at this time with incorporation of design revisions to the preliminary plan and profile drawings in response to Caltrans and local agency review. These drawings along with the previously studied alternatives, will serve as the basis for the Environmental Impact Statement which is presently being prepared by the Orange County Environmental Management Agency. The central reach of the project will provide a functional connection between the widened portion of Bonita Canyon Drive and Pelican Hill Road, at the northerly edge of the Coyote Canyon Sanitary Landfill. The connection between these two master -planned arterial highways utilizes the same alignment chosen as the primary alternative for the San Joaquin Hills Transportation Corridor, and is compatible with staged development to fully meet transportation corridor standards. However, until the County completes its studies for this portion of the transportation corridor, it is possible that modifications of the corridor alignment can occur. Therefore, the construction of this connection as an arte- rial highway is intended to be compatible with the proposed transportation cor- ridor alignment, though it does not necessarily establish its precise location. The alignment of Pelican Hill Road is not intended to parallel the future trans- portation corridor. The adopted plans of the County of Orange and the City of Irvine both call for Pelican Hill Road south of the proposed San Joaquin Hills Transporta- tion Corridor to ultimately be a six -lane divided highway. The plan of the City of Newport Beach does not cover this portion of the project area. At one time the adopted plans of both the County of Orange and the City of Irvine also included a future continuation of Culver Drive extending southerly from Bonita Canyon Drive to an interchange between the San Joaquin Hills Transportation Corridor and Pelican Hill Road. This continuation of Culver Drive was subsequently deleted from the plans of the City of Irvine, but continues to appear on the County plan and is the subject of on -going studies and discussions between the jurisdictions. 11 IThe intention of The Irvine Company and its consultants has been to 1 design the project in such a way that it is entirely compatible with all of the adopted plans of the city, county and state agencies which have jurisdiction or 1 interest in the area. Furthermore, the improvements to be constructed at this time are intended to provide maximum immediate usefulness, continue the imple- mentation of the adopted master plans of each agency, and provide for maximum compatibility with the future transportation corridor. I I I I I 1 9 OR P� / •l xVJ .� ire\ 000 OR 4F' ,•9 FIT r syN SAN k0 \ \O O �E ` �PQUJ�Pt - ` Jim yip , CO PELICAN HILL Qp, / ARTERIAL HIGHWAYS y _ESTABLISHED CONCEPTUALLY wo ALIGNMENT PROPOSED ,a7 MAJOR � MODIFIED MAJOR PRIMARY Oa MODIFIED PRIMARY —•— —'--'--'- \ SECONDARY -- ---- COMMUTER TRANSPORTATION CORRIDOR /J( ESTABLISHED CONCEPTUALLY WPRO ELIGNM T PROPOSED RIGHT OF WAY �i RESERVE o000 BRIDGES STATE FREEWAYS CONSTRUCTED ADOPTED PROPOSED ======= COUNTY F ORAN ® MASTER PLAN OF ARTERIAL HIGHWAYS Exhibit 3 10 I 1 I I 1 1 I 1 i 1 INSTITUTIONAL COMMERCIAL RESIDENTIAL GENERAL REGIONAL RURAL DENSITY O (LESS THAN .1 DU./ACRE.) CIVIC CENTER GENERAL ESTATE DENSITY ELEMENTARY SPECIALTY 0 (0.1 - 1.0 DU./ACRE.) INTERMEDIATE DISTRICT LOW DENSITY (1.0 - 5 DU./ACRE.) HIGH SCHOOL VILLAGE MEDIUM DENSITY COMMUNITY COLLEGE COMMERCIAL (5 - 10 DU./ACRE.) RECREATIONAL PRIVATE SCHOOL MEDIUM HIGH DENSITY UTILITIES INDUSTRIAL ® (10 - 25 DU./ACRE.) UC1 INCLUSION AREA • GENERAL HIGH DENSITY (25 - 40 DU./ACRE-) 1 RANSFER MANUFACTURING & d STATION ® RESEARCH BUSINESS a INDUSTRIAL II I STOR I CAI_ RESOURCI S OPEN SPACE O MULIi USE REGIONAL PARK O AGR I CUT_ I URAL OPEN SPACE (GENERAL) ()LANDFILL OVERLAY (1988) COMMUNITY PARK GOLF COURSE 0 AIRPORT CEMETERY FREEWAY PARKWAY WILDLIFE HABITAT THRUWAY COLLECTOR NATURE CENTER WILDLIFE PRESERVE ■■■■■■■■■■■■■■ SPHERE OF INFLUENCE WATER ■r■r■r■r■r■r■r■r■r■ CITY BOUNDARY LEGEND CITY OF IRVINE GENERAL PLAN Exhibit 4 [1 I 11 I I 1 1 I i I ® CITY OF IRVINE GENERAL PLAN F 12 Exhibit 5 m OEM r s m m r to r no 1 m m I*a'am i s !s � w m r, c rt �z NEWPORT BEACH CIRCULATION ELEMENT MASTER PLAN OF STREETS & HIGHWAYS ® MAJOR ROAD 0 INTERCHANGE SIX LANE DIVIDED m ADOPTED PRIMARY ROAD FREEWAY FOUR LANE DIVIDED ROUTES !� 0 PRIMARY ROAD BRIDGE MODIFIED SECONDARY ROAD ,- FOUR LANE UNDIVIDED _c Q ROUTES THAT REQUIRE FURTHER COORDINATION f _� "1 ijy C J ® P / c 9 t `a 0 c E A N ADOPTED BY CITY COUNCIL MAWA 11,1974 -.� PFI IC'AN Hit I ROAD SECTION III I Pi 7 1 1 I SECTION THREE PELICAN HILL ROAD PROJECT DESCRIPTION The overall Pelican Hill Road project has a length of 6.1 miles from MacArthur Boulevard to Pacific Coast Highway. The project has been divided into six segments, each with its own particular characteristics. A Pelican Hill Road Concept Plan prepared at a scale of 1" = 500' included in a pocket at the end of this report illustrates the entire project. Also included are preliminary plan and profile sheets prepared at a scale of 1" = 2001. The relationship of the proposed alignment to identified archaeological sites is illustrated on Exhibit 8. The first segment of the project consists of improvements to the intersection of MacArthur Boulevard with Bonita Canyon Drive. Contained within the first segment is a concept which would upgrade the intersection and even- tually eliminate the existing intersection of Bonita Canyon Drive and MacArthur Boulevard and replace it with a grade separated interchange. This concept is described in further detail in Section Five, Pelican Hill Road Alternative Alignments but is not a part of the proposed Pelican Hill Road project. The second segment begins at the existing intersection of Bonita Can- yon Drive and MacArthur Boulevard and parallels existing Bonita Canyon Drive for a distance of approximately 6,800 feet with grades that vary from one percent to six percent. The typical section in this segment is 68 feet wide which includes four twelve foot wide lanes, two eight foot wide shoulders and a four foot painted median as illustrated in Exhibit 8 Segment 2 - Alternate B.. In this segment, the proposed alignment, Alternate B, follows the vertical and horizon- tal alignment of existing Bonita Canyon Drive with the exception of one section from Station 136+00 to Station 148+00 which did not meet major arterial highway standards. In this location the alignment diverges from the existing road alignment and follows an alignment which is compatible with the proposed San Joaquin Hills Transportation Corridor. The proposed roadway then continues to the east between Bonita Canyon Reservoir and the UCI property boundary. En- croachment of grading into the UCI property can be eliminated by constructing a crib wall with an average height of approximately 15 feet for a distance of ap- proximately 1,400 feet. Bonita Canyon Creek will be channelized in an earth trapezoidal channel to the point where it presently crosses under existing Bonita Canyon Drive. 14 1 I J II u ni rl The third segment, Alternate B, begins at the point where Pelican Hill Road diverges from the existing Bonita Canyon Drive alignment and continues in a southerly direction to the Coyote Canyon Sanitary Landfill boundary, a distance of approximately 5,200 feet along an alignment which is compatible with the pro- posed San Joaquin Hills Transportation Corridor. The majority of this segment is at a grade of six percent. The typical cross section for segment 3 is illus- trated on Exhibit 8. Surface improvements for Segments 4, 5 and 6 are proposed to be devel- oped in three stages upon a roadbed that will be graded to accommodate the ulti- mate 120 foot right-of-way and a major arterial highway cross-section. The first stage will construct curb and gutter, drainage facilities and one travel lane in each direction with an uphill climbing lane where grades exceed 4 per- cent. When additional highway capacity is needed an additional travel lane may be added as a second stage of construction to increase Pelican Hill Road to a four -lane divided highway. The third stage will construct the remainder of the roadway pavement, a raised landscaped median and sidewalk. By staging con- struction in this sequence, slope and street drainage facilities can be located in their ultimate location and throw -away costs minimized. The fourth segment, Alternate A continues 5,800 feet to a proposed intersection with San Joaquin Hills Road. The roadway will split from a four - lane undivided to a three -lane divided highway with grades that vary from two percent to six percent. This segment extends through the Coyote Canyon Sanitary Landfill along an alignment which has been restricted by previous placement of solid inert material suitable for roadway support. The typical cross-section for Segment 4 illustrated on Exhibit 9, Interim Improvements, provides for one lane in each direction with an uphill climbing lane. The fifth segment extends from the future extension of San Joaquin Hills Road to Pelican Hill saddle for a distance of approximately 5,900 feet. This segment runs generally along the ridge which divides Los Trancos Canyon from the headwaters of Buck Gully. Grades vary from one percent to a maximum of six percent. This segment has been approved in concept by the County of Orange and the State of California as an integral part of the Local Coastal Program for the Irvine Coast area. The typical cross section for Segment 5 illustrated on Exhibit 9, Interim Improvements, provides for one lane in each direction. 15 ' The sixth segment of Pelican Hill Road is within the Irvine Coast area ' and continues for a distance of approximately 8,400 feet from Pelican Hill sad- dle to the terminus of the project at Pacific Coast Highway. Grades for the ' majority of this segment are six percent. This segment has been approved in concept by the County of Orange and State of California as an integral part of the Local Coastal Program for the Irvine Coast area. The typical cross-section ' for Segment 6 illustrated on Exhibit 9, Interim Improvements, provides for one lane in each direction with an uphill climbing lane. Grading for the proposed project will provide for a 68 foot four -lane wide paved roadway through segments 2 and 3, and a 120' graded cross-section in Segments 4, 5 and 6. This full width graded cross-section in Segments 4, 5 and 6 will accommodate the interim two or three -lane divided highway, or a possible four -lane divided highway and the ultimate six -lane divided improvements illus- trated on Exhibit 9. I I I 16 Ve Zb / ( 107 tj -'" ��I�C ��- - '. '" S"'-�.•. 7('�- '..tip 1 ,i LA +4 rrA \c' -1 n l4% �•r ,d . - (,.,``(�•�� - to o �4y f •� �i`\` r • ARCHEOLOGICAL SITES �I�,aberrBdgsx'd/;am��&c`�1a+oc�+ )' 1 Sites Identified In Cultural Resource Survey by L.S.A. 11/19/81 and SAH.T.0 Study by A.T.C. 8/85 ".' Nk �. 17 Exhibit 7 HIGHWAY DESIGN CRITFRIA SECTION IV i I F-- L 1 J SECTION FOUR HIGHWAY DESIGN CRITERIA Two separate sets of highway design criteria have been utilized for different portions of the project, in order to best satisfy the particular con- ditions which apply to each portion. Segment 2 - Alternate A and Segment 3 extend along Bonita Canyon Drive from MacArthur Boulevard to the location of a possible future interchange be- tween the San Joaquin Hills Transportation Corridor and Pelican Hill Road. This portion has been specifically designed to recognize with the criteria estab- lished for the San Joaquin Hills Transportation Corridor, since it is possible that portions of the Pelican Hill Road project may ultimately be incorporated into the transportation corridor. Design criteria for the San Joaquin Hills Transportation Corridor meet the standards established by the California Depart- ment of Transportation (Caltrans) for an urban freeway, with a design speed of seventy miles per hour, a minimum curve radius of 3,000 feet, and a maximum grade of six percent. Some deviation from these standards will be necessary for the proposed project in the area of the intersections with existing Bonita Can- yon Drive and Coyote Canyon Road. Since a future grade separation is proposed for the San Joaquin Hills Transportation Corridor, the intersections at grade follow the alignment and grade of the proposed future transit and High Occupancy Vehicle on/off ramps. The design speed in the vicinity of these intersections is fifty-five miles per hour. The typical cross-section of this portion of the proposed roadway is illustrated in Exhibit 8. Segment 2 - Alternate B and Segments 4, and 5 conform to the standard design criteria established by the County of Orange for a Major Highway and the City of Irvine for a Thruway. The design speed is sixty miles per hour and the minimum curve radius is 2,200 feet. The maximum grade is six percent. The standard typical cross-section of the County of Orange, which is applicable to this portion of the proposed roadway, is illustrated in Exhibit 9. Segment 6 contains the most difficult topographic conditions anywhere within the Pelican Hill Road project, and requires a long six -percent grade extending along the west side of Los Trancos Canyon to overcome the difference in elevation between Pacific Coast Highway and Pelican Hill Saddle. Design speed for Segment 6 will be not less than fifty miles per hour and the minimum curve radius is 1,500 feet, except for a lesser radius of 1200 18 i I J L R D I feet on the last curve approaching Pacific Coast Highway, where a full stop or a low -speed turn will be required at the intersection. The proposed typical cross-section is illustrated in Exhibit 9. The ultimate objective of this design study has been to identify a highway alignment that would meet or exceed the applicable design criteria, ade- quately serve the circulation demands created by existing and future development and preserve the rural character of the area. This has been accomplished by carefully aligning the highway to fit existing topography as closely as possible to minimize grading, while maintaining a general balance in earthwork. In ex- amining alternative alignments, the objective has been to maintain a sensitivity to aesthetic, geologic and environmental factors and blend grading into the nat- ural contours of the land. Consideration has also been given to the relation- ship of the road to future development and the potential for views from the highway. Final design studies for all portions of the project will include de- tailed consideration of intersection design and continued efforts to minimize the impacts of grading, including the possibility for utilizing split-level roadway design where appropriate. In addition, special study will be given to possibilities for phased grading to accommodate future expansion of those portions of the project which may ultimately be incorporated into the San Joaquin Hills Transportation Corridor. 19 I 11 11 'I 'I 'I 'I 'I PR( SEGMENT 2 - ALTERNATE A SEGMENT 2 - ALTERNATE B SEGMENT 3 CAN HILL RD. TYPICAL SECTIONS OF PELICAN HILL ROAD � �B �7�8arBe;2fwuuu„�Aosr�&�ues 1 Exhibit 8 ion, PROPOSED PELICAN_ HILL RD. INTERIM IMPROVEMENTS SEGMENT 4 PROPOSED PELICAN HILL 'RD. INTERIM IMPROVEMENTS SEGMENT 5 PROPOSED PELICAN HILL RD. INTERIM IMPROVEMENTS SEGMENT 6 VARIES 14' VARIE 12 -SEGMENT 6 I 12 -SEGN 24'-SEGMENT 24-SEGM 4i6 686 ULTIMATE IMPROVEMENTS SEGMENTS 4, 59 & 6. TYPICAL SECTIONS OF PELICAN HILL ROAD Cm qtbwq3wL.mxm=�Bwa ., 21 Exhibit 9 PH IC'AN HII I RCAF) SECTION V I F I D SECTION FIVE PELICAN HILL ROAD ALTERNATIVE ALIGNMENTS During the preliminary design phase of Pelican Hill Road, alternative alignments were examined for Segments 2, 3, 4, 5 and 6. Segment 1 has been in- cluded to illustrate how the at grade intersection of Pelican Hill Road and Mac- Arthur Boulevard proposed as a part of this project can be upgraded and could be eventually replaced with a grade separated interchange. Each alternative align- ment was reviewed and compared for grading quantities, grading impacts, environ- mental impacts, cost, compliance with major arterial highway design criteria, compatibility with the existing and proposed arterial highway system and rela- tionship to existing and proposed development. Contained within the first segment is a concept which would upgrade and eventually eliminate the existing intersection of Bonita Canyon Drive and MacArthur Boulevard and replace it with a grade separated interchange. This concept provides for free flow of the dominant streams of traffic moving north and south along MacArthur Boulevard and between Pelican Hill Road and the north leg of MacArthur Boulevard. This is accomplished by realigning MacArthur Boule- vard and constructing a bridge which would be compatible with the proposed San Joaquin Hills Transportation Corridor. Construction of an extension of Bison Avenue from MacArthur Boulevard easterly to Pelican Hill Road may also be required, in order to maintain the capability for traffic to move between Peli- can Hill Road and the south leg of MacArthur Boulevard. The need for the Bison Avenue Extension will be analyzed in the traffic study which will be prepared for the Project Environmental Impact Report. Details of this concept are illus- trated in the exhibit entitled MacArthur Boulevard/University Drive Staged Con- struction Exhibit. In the second segment, two alternative alignments have been studied. Alternate A diverges from the existing Bonita Canyon Drive alignment and follows an alignment which is compatible with both the horizontal and vertical alignment of the proposed San Joaquin Hills Transportation Corridor. Alternate B follows the vertical and horizontal alignment of existing Bonita Canyon Drive with the exception of one segment from Station 136+00 to Station 148+00 which did not meet major arterial highway standards. In this location the alignment diverges from the existing road alignment and follows the alignment of the proposed San Joaquin Hills Transportation Corridor. Embankment slopes required for the 22 �J I 1 P construction of Alternate A would encroach on Bonita Canyon Reservoir whereas grading for Alternate B would not. This can be accomplished by aligning the proposed roadway along the rim of the reservoir and constructing a crib wall with an average height of approximately 15 feet for a distance of approximately 1,400 feet to eliminate the encroachment of grading onto the UCI property. Bonita Canyon Creek would be channelized under either alternative in an earth trapezoidal channel to the point where it presently crosses under existing Bonita Canyon Drive. The same typical cross-section was used for either alter- native, although, as a result of the alignments, Alternate A is all new con- struction whereas Alternate B would incorporate most of the existing alignment of Bonita Canyon Drive with the addition of a pavement overlay. Alternate B was selected as the preferred alignment because it did not encroach on Bonita Canyon Reservoir and because it was the least expensive to construct. In Segments 3 and 4, a total of three alignments were studied. Alter- nate A is the route which was previously identified on the plans of The Irvine Company and County of Orange as Culver Drive and which passes across the eastern fingers of the Coyote Canyon Sanitary Landfill. Alternate B is a route which follows the existing Coyote Canyon Sanitary Landfill Access Road and Alternate C is a route which follows the ridge between the Coyote Canyon Sanitary Landfill and the San Joaquin Hills Reservoir. Of the three alternative routes,. Alterna- tive A exhibited the best relationship to topography and the existing Coyote Canyon Sanitary Landfill operations. In Segment 5 three alignments were also studied. One alignment passed along the eastern edge of Pelican Ridge, one passed along the western edge and one went down the middle. The most westerly alignment was selected as the pre- ferred alignment because it afforded the best opportunity for views to the west, both from the highway and the adjacent property. It also provided for the best balance of earthwork excavations and embankments of the three alternatives. In Segment 6 a total of seven alignments were studied in detail with the objective of minimizing earthwork grading and vertical grades while provid- ing access to potential development on both sides of the roadway. The preferred alignment, Alternate G, has a maximum grade of 6% and provided the largest ap- proach radius (1200 feet) to Pacific Coast Highway of the alignments analyzed. It also provided the best relationship to existing topography and proposed coas- tal development. Subalternatives were also analyzed in an attempt to provide a 23 I ' more direct route to Pacific Coast Highway and are shown dashed on Exhibit 10; ' These alignments required grades in excess of seven percent and earthwork excavations and embankments in excess of 150 feet and were therefore not studied in further detail. The westerly alignment, historically known as the "Canyon ' Crest" alignment, would require construction of a 200 foot fill across Buck Gully and would not provide a direct link to MacArthur Boulevard. Because of ' these limitations it was also eliminated from further study. I I i II 24 I PELICAN HILL ROAD,' ALTERNATIVE ALIGNMENTS j v '' I O — ALTERNATE A — ALTERNATE B ALTERNATE C r ALTERNATED — ALTERNATE E J / ALTERNATE F --- ALTERNATE G�_�-`� t 1. �.• '+•j a f l4 k° J i °� �•�]��ibeR'BaiZM'W!llum°Fto�st(.6 ` weiarta 25 Exhibit 10 I r I I I I I I I I 1 I 0 I I I APPFNnIX I ®o _ 2000 �� `11�iLc�t Ria'q,�fliam`Fibst ld,�Jlssociafes Aerial Photograph Layout .may ........... ., ...—o...,,,.....�..... a "..."I Exhibit 11 - Key Map Tw i ProPQrty of The Upiyersjty of Cf0fornla at Irvine y a n .. �r +• .,y + r .ti, I Y�ffi y s. l.' r ...G. 1{ Y yy Y,►^"+ "�F' 4kt y Ott } M a7S A1 d,� ��Zyt'•! 1 ol lot a• a �raf�4s9 '♦ ♦ ,. v .p A r . .T i /`1,4 41 s + �Tr 1 � 'TIC ' �". � � � � >«. ,/r'•'01. t.."-}I � � �•�•' IL tk Prnnosed A elmUa- rwTil:nII:fOT. 1 1 1 1 1 n. a w �y a a; Proposed Alignment of Pelican Hill Road `ItLiwl'ikirt,`WW "vn`hastCBbc s iafcs Exhibit 11 d 1 i 1 1 1 1 1 1 1 1 1 1 • �. 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