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SHEET OF PLAN NUMBER DRAWN BY CHECKED BY APPROVED DATE SCALE: HORIZ. APPROVED APPROVED NO. DATE INITIAL D E S C R I P T I O N APPROVED BY FIELD BOOKS PAGES FOR STANDARD DETAILS SEE PLANS FOR THESE IMPROVEMENTS PREPARED BY: BENCH MARK NO. ELEVATION = FOR NOTES TO CONTRACTOR SEE PLAN DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DEPUTY CITY ENGINEER TRAFFIC TRANSPORTATION ENGINEER 42407 RICK KREUZER CITY OF ANAHEIM ENGINEERING DIVISION DEPARTMENT OF PUBLIC WORKS R E V I S I O N S R E F E R E N C E S 3-31-08 ENGINEERING, INC. KFM 26672 Town Center Drive #300 Foothill Ranch, CA 92610 (949) 580-3838 phone (949) 580-3837 fax 18 K:\115-Anaheim\022-PlatinumTriangle_Impl_Plan\Design Alt2\Sheets\01 Title.dgn 4:00:55 PM 10/2/2007 USER: pdf_size_HALF.plt TEXTSUB.TBL 872.7273 ’ / IN. SCALE: egoss AERIAL PHOTOGRAPH TAKEN 12/02/04 ALTERNATIVE ALT. 2 PLAN O-1 SHEET 9 SHEET 10 SHEET 11 SHEET 3 SHEET 4 SHEET 5 SHEET 6 SHEET 7 SHEET 15 SHEET 16 PLAN O-2 PLAN G-1 PLAN K-3 PLAN K-2 PLAN L-1 PLAN SC-2 PLAN SC-1 PLAN D-1 KATELLA AVENUE GENE AUTRY WAY LEWIS STREET ORANGEWOOD AVENUE STATE COLLEGE BOULEVARD STATE COLLEGE BOULEVARD KATELLA AVENUE DOUGLASS ROAD KATELLA AVENUE ORANGEWOOD AVENUE PLATINUM TRIANGLE IMPLEMENTATION PLAN T-1 TITLE SHEET Sheet Index STATE COLLEGE BOULEVARD STATE COLLEGE BOULEVARD KATELLA AVENUE KATELLA AVENUE KATELLA AVENUE GENE AUTRY WAY LEWIS STREET ORANGEWOOD AVENUE ORANGEWOOD AVENUE DOUGLASS ROAD PLAN O-1 SHEET 10 SHEET 11 SHEET 3 SHEET 4 SHEET 5 SHEET 6 SHEET 7 SHEET 15 SHEET 16 PLAN O-2 PLAN G-1 PLAN K-3 PLAN K-2 PLAN L-1 PLAN SC-2 PLAN SC-1 PLAN D-1 SR-57 I-5 SHEETS 1 DESCRIPTION PLANS 42407 RICK KREUZER 3-31-08 PLAN A-1 PLAN A-1 SHEET 13 SHEET 13 ANAHEIM WAY ANAHEIM WAY SHEET 14 SHEET 14 PLAN A-2 PLAN A-2 ANAHEIM WAY ANAHEIM WAY PLATINUM TRIANGLE BOUNDARY SHEET 9 DESCRIPTION # PROJECT PROJECT BREAKDOWN SUMMARY DATE: 9/25/2007 GENE AUTRY WAY GENE AUTRY WAY SHEET 12 SHEET 12 PLAN G-2 PLAN G-2 PLATINUM TRIANGLE BOUNDARY KATELLA AVENUE SHEET 2 KATELLA AVENUE SHEET 2 PLAN SC-2 PLAN SC-2 SHEET 8 SHEET 8 PLAN C-1 PLAN C-1 SHEET 17 CERRITOS AVENUE CERRITOS AVENUE SHEET 17 SHEET 18 SHEET 18 PLAN SR57-1 PLAN SR57-1 STATE ROUTE 57 STATE ROUTE 57 KATELLA AVENUE STATE COLLEGE BLVD ORANGEWOOD AVENUE GENE AUTRY WAY ANAHEIM WAY LEWIS STREET DOUGLASS ROAD CERRITOS AVENUE STATE ROUTE 57 K1 - K3 SC1 - SC3 O1 - O2 G1 - G2 A1 - A2 L1 D1 C1 SR57 PLAN K-1A PLAN K-1A PLAN K-1B PLAN K-1B 2-5 6-8 9-10 11-12 13-14 15 16 17 18 1A 1B 1C 1D 2A 2B 2C 2D 3A 3B 3C 4A 4B 5 6 7 8 9 10 11 12 KATELLA AVENUE Anaheim Way to 700’ e/o State College KATELLA AVENUE 700’ e/o State College to w/o SR-57 KATELLA AVENUE w/o SR-57 to East City Limit KATELLA AVENUE Anaheim Boulevard to Anaheim Way STATE COLLEGE BLVD Orangewood to 300’ s/o Katella STATE COLLEGE BLVD 300’ s/o Katella to Cerritos (UPRR Grade Separation) STATE COLLEGE BLVD 1,000’ s/o Orangewood to Orangewood STATE COLLEGE BLVD NB Right Turn Lane @ Orangewood ORANGEWOOD AVENUE Anahiem Way to w/o State College ORANGEWOOD AVENUE e/o State College to w/o Santa Ana River ORANGEWOOD AVENUE Santa Ana River Bridge Widening GENE AUTRY WAY e/o I-5 to State College GENE AUTRY WAY w/o I-5 to Haster ANAHEIM WAY 700’ n/o Katella to Orangewood LEWIS STREET Gene Autry to Katella DOUGLASS ROAD Katella to 1000’ n/o Katella NEW WATER WELL NEW FIRE STATION MAJOR STORM DRAIN SB SR57 IMPROVEMENTS CITY OF ORANGE INTERSECTIONS ---PAGE BREAK--- 137-32-093 137-32-094 137-32-091 082-23-074 082-23-230 11’ 11’ 11’ 11’ 11’ 13’ 13’ 11’ 11’ 11’ 13’ 11’ 11’ 11’ 11’ 95’ 80’ 56’ 42’ 42’ ADD OVERLAP NBR PHASE 11’ 400’ SHEET OF PLAN NUMBER DRAWN BY CHECKED BY APPROVED DATE SCALE: HORIZ. APPROVED APPROVED NO. DATE INITIAL D E S C R I P T I O N APPROVED BY FIELD BOOKS PAGES FOR STANDARD DETAILS SEE PLANS FOR THESE IMPROVEMENTS PREPARED BY: BENCH MARK NO. ELEVATION = FOR NOTES TO CONTRACTOR SEE PLAN DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DEPUTY CITY ENGINEER TRAFFIC TRANSPORTATION ENGINEER 42407 RICK KREUZER CITY OF ANAHEIM ENGINEERING DIVISION DEPARTMENT OF PUBLIC WORKS R E V I S I O N S R E F E R E N C E S 3-31-08 ENGINEERING, INC. KFM 26672 Town Center Drive #300 Foothill Ranch, CA 92610 (949) 580-3838 phone (949) 580-3837 fax 18 k:\115-anaheim\022-platinumtriangle_impl_plan\design alt2\sheets black & color\02 Katella 1A.dgn 11:22:23 AM 10/24/2007 USER: pdf.plt textsub.tbl 218.1818 ’ / IN. SCALE: egoss 0 1 2 3 4 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES AERIAL PHOTOGRAPH TAKEN 12/02/04 ALTERNATIVE ALT. 2 DATE: 9/25/2007 TS 56’ 44’ 41’ PROPOSED CURB LINE PROPOSED STRIPING EXISTING RIGHT OF WAY AND PROPERTY LINE PROPOSED RIGHT OF WAY EXISTING / PROPOSED TRAFFIC SIGNAL EXISTING PARCEL OWNER AND NUMBER PROPOSED CURB LINE DIMENSION PROPOSED RIGHT OF WAY DIMENSION EXISTING CURB LINE DIMENSION PROPOSED BUS STOP WITH CONCRETE PAD PROPOSED RIGHT OF WAY ACQUISITION EXISTING CURB JANE DOE AP# 128-081-24 LEGEND R/W DEDICATED (NO COST TO PLATINUM) PROPOSED BRIDGE WIDENING PLATINUM TRIANGLE IMPLEMENTATION PLAN KATELLA AVENUE ALIGNMENT K-1A KATELLA AVENUE 2 CLEMENTINE STREET ANAHEIM BOULEVARD ZEYN STREET HASTER STREET MATCHLINE PLAN NO. K-1B I-5 MANCHESTER AVENUE MANCHESTER AVE CONSTRUCT TIE-BACK RETAINING WALLS UNDER I-5 CONSTRUCT TIE-BACK RETAINING WALLS UNDER I-5 BEGIN PROJECT 1D MODIFY BUILDING from Anaheim Boulevard to I-5 ---PAGE BREAK--- 08224111 08226021 08226020 082-24-118 082-24-117 082-241-16 521 E. KATELLA 082-24-115 801 E. KATELLA 082-24-114 083-250-61 700 E. KATELLA 083-25-064 083-25-039 710 E. KATELLA 083-250-45 1815 S. LEWIS 083-25-046 1818 S. LEWIS 083-75-103 914 E. KATELLA 083-75-104 1822 S. LEWIS 083-75-105 1826 S. LEWIS 083-75-117 1000 E. KATELLA 083-75-113 1016 E. KATELLA 083-75-114 1016 E. KATELLA 083-75-101 1100 E. KATELLA 083-26-018 1500 E. KATELLA 083-26-037 905 E. KATELLA 082-26-057 1105 E. KATELLA 082-26-069 917 E. KATELLA 082-26-067 1005 E. KATELLA 082-26-068 13331 E. KATELLA 082-26-006 083-25-054 1835 S. LEWIS 083-25-049 1871 S. BETMOR 083-260-47 1870 S BETMOR 083-260-48 507 E. KATELLA 082-241-24 1771 S CLAUDINA 082-24-209 082-24-123 1771 S. LEWIS 082-24-113 1844 S. LEWIS 083-75-116 1016 E. KATELLA 083-75-115 083-250-23 082-24-211 082-24-212 1854 S SANTA CRUZ 083-75-124 1855 S SANTA CRUZ ST 083-75-123 083-75-137 083-25-057 1845 S LEWIS ST 083-25-058 SHEET OF PLAN NUMBER DRAWN BY CHECKED BY APPROVED DATE SCALE: HORIZ. APPROVED APPROVED NO. DATE INITIAL D E S C R I P T I O N APPROVED BY FIELD BOOKS PAGES FOR STANDARD DETAILS SEE PLANS FOR THESE IMPROVEMENTS PREPARED BY: BENCH MARK NO. ELEVATION = FOR NOTES TO CONTRACTOR SEE PLAN DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DEPUTY CITY ENGINEER TRAFFIC TRANSPORTATION ENGINEER 42407 RICK KREUZER CITY OF ANAHEIM ENGINEERING DIVISION DEPARTMENT OF PUBLIC WORKS R E V I S I O N S R E F E R E N C E S 3-31-08 ENGINEERING, INC. KFM 26672 Town Center Drive #300 Foothill Ranch, CA 92610 (949) 580-3838 phone (949) 580-3837 fax 18 k:\115-anaheim\022-platinumtriangle_impl_plan\design alt2\sheets black & color\03 Katella 1B.dgn 11:22:53 AM 10/24/2007 USER: pdf.plt textsub.tbl 218.1818 ’ / IN. SCALE: egoss 0 1 2 3 4 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES AERIAL PHOTOGRAPH TAKEN 12/02/04 ALTERNATIVE ALT. 2 DATE: 9/25/2007 10’ 26’ 11’ 11’ 11’ 13’ 11’ 11’ 11’ 13’ 26’ 11’ 11’ 11’ 13’ 11’ 11’ 11’ 13’ 13’ 11’ 11’ 11’ 11’ 11’ 11’ 13’ 11’ 11’ 13’ 11’ 11’ 11’ 11’ 11’ 11’ 13’ JOIN EX. JOIN EX. JOIN EX. JOIN EX. 250’ 15’ 12’ 11’ 70’ 59’ 83’ 72’ 83’ 72’ 70’ 59’ 47’ 47’ 60’ 60’ 200’ 47’ 47’ 60’ 60’ 100’ 13’ 13’ 47’ 47’ 70’ 60’ 61’ 47’ 37’ 300’ 59’ 59’ 72’ 72’ 13’ 2’ 180’ 59’LT 70’LT TS TS CMS 300’ 500’ 58’ 32’ 48’ 40’ 50’ 32’ JOIN EX. JOIN EX. 11’ 11’ 11’ 13’ VAR. VAR. 50’ 40’ 20’ 20’ 48’ 58’ 320’ 13’ 11’ 11’ 11’ 11’ 12’ 15’ 11’ 11’ 13’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 13’ 11’ 13’ 400’ 13’ 400’ 72’ 80’ 11’ 11’ TS 56’ 44’ 41’ PROPOSED CURB LINE PROPOSED STRIPING EXISTING RIGHT OF WAY AND PROPERTY LINE PROPOSED RIGHT OF WAY EXISTING / PROPOSED TRAFFIC SIGNAL EXISTING PARCEL OWNER AND NUMBER PROPOSED CURB LINE DIMENSION PROPOSED RIGHT OF WAY DIMENSION EXISTING CURB LINE DIMENSION PROPOSED BUS STOP WITH CONCRETE PAD PROPOSED RIGHT OF WAY ACQUISITION EXISTING CURB JANE DOE AP# 128-081-24 LEGEND R/W DEDICATED (NO COST TO PLATINUM) PROPOSED BRIDGE WIDENING 26’ 11’ 11’ 11’ 13’ 11’ 11’ 11’ 13’ 26’ 11’ 11’ 11’ 13’ 11’ 11’ 11’ 13’ 13’ 11’ 11’ 11’ 11’ 11’ 11’ 13’ 11’ 11’ 13’ 11’ 11’ 11’ 11’ 11’ 11’ 13’ JOIN EX. JOIN EX. JOIN EX. JOIN EX. 15’ 12’ 11’ 70’ 59’ 83’ 72’ 83’ 72’ 70’ 59’ 47’ 47’ 60’ 60’ 200’ 47’ 47’ 60’ 60’ 100’ 13’ 13’ 47’ 47’ 70’ 60’ 61’ 47’ 300’ 59’ 59’ 72’ 72’ 13’ 2’ 180’ 59’LT 70’LT TS TS CMS 58’ 50’ 11’ 11’ 11’ 13’ 40’ 48’ 13’ 11’ 11’ 11’ 11’ 12’ 15’ 11’ 11’ 13’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 13’ 11’ 13’ 400’ 13’ 11’ 11’ 26’ 11’ 11’ 11’ 13’ 11’ 11’ 11’ 13’ 26’ 11’ 11’ 11’ 13’ 11’ 11’ 11’ 13’ 13’ 11’ 11’ 11’ 11’ 11’ 11’ 13’ 11’ 11’ 13’ 11’ 11’ 11’ 11’ 11’ 11’ 13’ 12’ JOIN EX. JOIN EX. JOIN EX. JOIN EX. 200’ 15’ 15’ 12’ 12’ 12’ 59’ 59’ 72’ 72’ 72’ 72’ 59’ 59’ 47’ 47’ 60’ 60’ 200’ 47’ 47’ 60’ 60’ 100’ 13’ 13’ 47’ 47’ 70’ 60’ 61’ 47’ 300’ 59’ 59’ 72’ 72’ 13’ 13’ 180’ 59’LT 70’LT TS TS LEWIS STREET PLATINUM TRIANGLE IMPLEMENTATION PLAN KATELLA AVENUE ALIGNMENT K-1B MATCHLINE PLAN NO. K-2 I-5 KATELLA AVENUE UPRR ANAHEIM WAY SEE PLANS 3 KATELLA AVENUE I-5 to w/o RAILROAD GRADE SEPARATION FUTURE ROAD (BY OTHER) END PROJECT 1A PROJECT 6 LIMIT PROJECT LIMIT END PROJECT 1A BEGIN PROJECT 1A PROJECT 5 LIMIT CONSTRUCT TIE-BACK RETAINING WALLS UNDER I-5 CONSTRUCT TIE-BACK RETAINING WALLS UNDER I-5 MATCHLINE PLAN NO. K-1B PROJECT 5 LIMIT END PROJECT 1D MARKET ST. (FUTURE) from I-5 to 1,500’ e/o Lewis Street ---PAGE BREAK--- RAILROAD 1701 E. KATELLA 082-26-054 1515 E. KATELLA 082-26-085 1700 E. KATELLA 083-26-034 1801 E. TALBOT 083-26-031 1800 E. KATELLA AVE 083-26-036 1801 S. STATE COLLEGE 083-26-070 1801 E. KATELLA 082-260-74 1751 S. STATE COLLEGE 082-26-075 1810 S, STATE COLLEGE 232-02-101 2020 E. KATELLA 232-02-104 1818 S. STATE COLLEGE 232-02-110 2005 E. KATELLA 253-53-116 2025 E KATELLA 253-53-117 2035 E. KATELLA 253-53-118 2100 E. KATELLA 232-02-115 2110 E. KATELLA 232-02-114 2200 E. KATELLA 232-01-147 2105 E. KATELLA 253-53-123 2150 E. KATELLA 232-01-139 1900 S STATE COLLEGE 232-01-148 2225 E. KATELLA AVE 253-53-106 2331 E. KATELLA 253-53-107 2300 E. KATELLA 253-53-204 1833 S. STATE COLLEGE 083-26-033 1818 S. STATE 232-02-107 2222 E. HOWELL 253-53-105 2095 E. KATELLA 253-53-113 1730 S STATE COLLEGE 253-53-112 1750 S STATE COLLEGE 253-53-115 1717 S. STATE COLLEGE 082-260-53 1904 E. WRIGHT 082-26-066 1911 E. WRIGHT 082-26-065 232-01-102 1818 S. STATE COLLEGE 232-02-111 1981 E. WRIGHT CIR. 082-26-062 1961 E. WRIGHT CIR 082-26-063 1921 N. WRIGHT CIR. 082-26-064 TS 26’ 11’ 11’ 11’ 13’ 11’ 11’ 11’ 13’ 14’ 12’ 12’ 14’ 12’ 12’ 14’ 280’ 240’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 13’ 13’ 180’ 59’ 70’ 72’ 13’ 47’ 47’ 72’ 59’ 47’ 70’ 59’ 72’ 13’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 13’ 300’ 13’LT 59’ 59’ 72’ 72’ 51.50’ 72’ 47’ 59’ 51’ 13’ 11’ 11’ 11’ 11’ 11’ 12’ 12’ 14’ 72’ 68’ 60’ 13’LT 13’RT 46’RT 51’RT 8’RT 60’ 13’ 11’ 11’ 11’ 11’ 11’ 11’ 13’ 11’ 45’ 45’ 8’LT 60’ 200’ 66’ 56’ 47’ 59’ 59’ 42’ 42’ 72’ 11’ 11’ 11’ 24’ 59’ 43’ 59’ 72’ 72’ 72’ 50’ 43’ 50’ 50’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 13’ 13’ 83’ 72’ 72’ 59’ 46’LT 8’LT 59’LT 11’ 11’ 12’ 12’ 17’ 12’ 12’ 14’ 100’ 53’ 60’ 72’ 72’ 72’ TS 11’ 11’ 83’ 11’ 11’ 11’ 11’ 11’ 13’ 70’ 150’ 350’ CMS CMS 150’ 11’ SHEET OF PLAN NUMBER DRAWN BY CHECKED BY APPROVED DATE SCALE: HORIZ. APPROVED APPROVED NO. DATE INITIAL D E S C R I P T I O N APPROVED BY FIELD BOOKS PAGES FOR STANDARD DETAILS SEE PLANS FOR THESE IMPROVEMENTS PREPARED BY: BENCH MARK NO. ELEVATION = FOR NOTES TO CONTRACTOR SEE PLAN DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DEPUTY CITY ENGINEER TRAFFIC TRANSPORTATION ENGINEER 42407 RICK KREUZER CITY OF ANAHEIM ENGINEERING DIVISION DEPARTMENT OF PUBLIC WORKS R E V I S I O N S R E F E R E N C E S 3-31-08 ENGINEERING, INC. KFM 26672 Town Center Drive #300 Foothill Ranch, CA 92610 (949) 580-3838 phone (949) 580-3837 fax 18 k:\115-anaheim\022-platinumtriangle_impl_plan\design alt2\sheets black & color\04 Katella 2.dgn 11:23:40 AM 10/24/2007 USER: pdf.plt textsub.tbl 218.1818 ’ / IN. SCALE: egoss 0 1 2 3 4 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES AERIAL PHOTOGRAPH TAKEN 12/02/04 ALTERNATIVE ALT. 2 DATE: 9/25/2007 TS 26’ 11’ 11’ 11’ 13’ 11’ 11’ 11’ 13’ 14’ 12’ 12’ 14’ 12’ 12’ 14’ 280’ 280’ 240’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 13’ 13’ 180’ 59’ 70’ 72’ 13’ 47’ 47’ 72’ 59’ 47’ 70’ 59’ 72’ 13’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 13’ 300’ 13’LT 59’ 59’ 72’ 72’ 51.50’ 72’ 47’ 59’ 51’ 13’ 11’ 11’ 11’ 11’ 11’ 12’ 12’ 14’ 72’ 68’ 60’ 13’LT 13’RT 46’RT 51’RT 8’RT 60’ 13’ 11’ 11’ 11’ 11’ 11’ 11’ 13’ 11’ 45’ 45’ 8’LT 60’ 200’ 66’ 56’ 47’ 19’ 13’ 12’ 12’ 51’ 60’ 60’ 11’ 11’ 12’ 12’ 60’ 53’ 72’ 59’ 59’ 42’ 42’ 72’ 60’ 53’ 53’ 11’ 11’ 11’ 24’ 59’ 43’ 59’ 72’ 72’ 72’ 50’ 43’ 50’ 50’ 72’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 13’ 13’ 83’ 72’ 72’ 59’ 46’LT 8’LT 59’LT 11’ 11’ 12’ 12’ 17’ 12’ 12’ 14’ 57’ 350’ 100’ 70’ 72’ 53’ 60’ 72’ 72’ 72’ TS TS 11’ 71’ 11’ 83’ 11’ 11’ 11’ 11’ 11’ 13’ 70’ 150’ 350’ 150’ 11’ 12’ 58’ 14’ 150’ TS 56’ 44’ 41’ PROPOSED CURB LINE PROPOSED STRIPING EXISTING RIGHT OF WAY AND PROPERTY LINE PROPOSED RIGHT OF WAY EXISTING / PROPOSED TRAFFIC SIGNAL EXISTING PARCEL OWNER AND NUMBER PROPOSED CURB LINE DIMENSION PROPOSED RIGHT OF WAY DIMENSION EXISTING CURB LINE DIMENSION PROPOSED BUS STOP WITH CONCRETE PAD PROPOSED RIGHT OF WAY ACQUISITION EXISTING CURB JANE DOE AP# 128-081-24 LEGEND R/W DEDICATED (NO COST TO PLATINUM) PROPOSED BRIDGE WIDENING TS 26’ 11’ 11’ 11’ 13’ 11’ 11’ 11’ 13’ 14’ 12’ 12’ 14’ 12’ 12’ 14’ 280’ 240’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 13’ 13’ 180’ 59’ 59’ 72’ 13’ 47’ 47’ 72’ 59’ 47’ 59’ 59’ 72’ 13’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 13’ 300’ 13’LT 59’ 59’ 72’ 72’ 51.50’ 72’ 47’ 59’ 51’ 13’ 11’ 11’ 11’ 11’ 11’ 12’ 12’ 14’ 72’ 68’ 60’ 13’LT 13’RT 46’RT 51’RT 8’RT 60’ 13’ 11’ 11’ 11’ 11’ 11’ 11’ 13’ 11’ 45’ 45’ 8’LT 60’ 200’ 66’ 56’ 47’ 59’ 59’ 42’ 72’ 46’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 13’ 24’ 59’ 43’ 59’ 72’ 72’ 72’ 50’ 43’ 50’ 50’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 13’ 13’ 72’ 72’ 72’ 59’ 46’LT 8’LT 59’LT 11’ 11’ 12’ 12’ 17’ 12’ 12’ 14’ 100’ 53’ 60’ 72’ 72’ 72’ 72’ 72’ TS 11’ 42’ STATE COLLEGE BOULEVARD PLATINUM TRIANGLE IMPLEMENTATION PLAN KATELLA AVENUE ALIGNMENT K-2 from 1,500’ e/o Lewis Street to 1,800’ e/o State College Blvd MATCHLINE PLAN NO. K-3 MATCHLINE PLAN NO. K-1 KATELLA AVENUE SEE "SC" PLANS SEE "SC" PLANS 4 KATELLA AVENUE w/o RAILROAD GRADE SEPARATION KATELLA AVENUE @ RAILROAD GRADE SEPARATION PROJECT 2B LIMIT END PROJECT 1A END PROJECT 1A PROJECT 2A LIMIT BEGIN PROJECT 1B END PROJECT 1A STADIUM LOFTS PROJECT SITE ---PAGE BREAK--- 2225 E. KATELLA AVE 253-53-106 2331 E. KATELLA 253-53-107 2300 E. KATELLA 253-53-204 253-532-11 2430 E. KATELLA 253-532-10 2438 E. KATELLA 253-532-09 253-532-12 2401 E. KATELLA 253-62-204 1650 S. SINCLAIR 253-61-107 2560 E. KATELLA 232-07-101 2600 E. KATELLA 232-07-205 2695 E. KATELLA 253-52-116 1580 S. SINCLAIR 253-611-03 1640 S. SINCLAIR 253-61-106 1641 S. SINCLAIR 253-61-205 1641 S SINCLAIR 253-61-105 1631 S. SINCLAIR 253-61-204 1620 S. STADIUM VIEW 253-621-01 1630 S. SUNKIST 253-62-301 1630 S SINCLAIR 253-61-104 2120 E HOWELL AVE 253-52-104 1560 S. SINCLAIR 253-60-102 60’ 66’ 56’ 47’ 54’ 19’ 13’ 12’ 12’ 51’ 60’ 60’ 11’ 11’ 12’ 12’ 72’ 72’ 59’ 59’LT 11’ 11’ 12’ 12’ 17’ 12’ 12’ 14’ 57’ 350’ 100’ 70’ 72’ JOIN EX. 13’ 12’ 12’ 11’ 11’ 60’ 75’ 18’ 18’ 75’ 66’ 52’ 60’ 48’ VAR. 11’ 11’ 11’ 11’ 250’ 18’LT JOIN EX. 400’ 86’ 51’ 51’ 13’ 12’ 12’ 12’ 99’ TS 76’ 66’ 51’ 63’ CALTRANS LIMIT LINE CALTRANS LIMIT LINE CALTRANS LIMIT LINE JOIN EX. 50’LT JOIN EX. 51’RT TS 12’ 13’ 11’ 11’ 11’ 13’ 11’ 11’ 11’ 11’ 11’ 13’ 18’ 94’ 84’ 11’ 11’ 11’ 11’ 11’ 13’ 54’ 11’ 67’ 12’ 58’ 14’ 11’ 11’ 12’ 14’ 13’ 150’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 13’ 11’ 11’ 11’ 11’ 11’ 13’ 11’ 11’ 11’ 11’ SHEET OF PLAN NUMBER DRAWN BY CHECKED BY APPROVED DATE SCALE: HORIZ. APPROVED APPROVED NO. DATE INITIAL D E S C R I P T I O N APPROVED BY FIELD BOOKS PAGES FOR STANDARD DETAILS SEE PLANS FOR THESE IMPROVEMENTS PREPARED BY: BENCH MARK NO. ELEVATION = FOR NOTES TO CONTRACTOR SEE PLAN DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DEPUTY CITY ENGINEER TRAFFIC TRANSPORTATION ENGINEER 42407 RICK KREUZER CITY OF ANAHEIM ENGINEERING DIVISION DEPARTMENT OF PUBLIC WORKS R E V I S I O N S R E F E R E N C E S 3-31-08 ENGINEERING, INC. KFM 26672 Town Center Drive #300 Foothill Ranch, CA 92610 (949) 580-3838 phone (949) 580-3837 fax 18 k:\115-anaheim\022-platinumtriangle_impl_plan\design alt2\sheets black & color\05 Katella 3.dgn 11:24:23 AM 10/24/2007 USER: pdf.plt textsub.tbl 218.1818 ’ / IN. SCALE: egoss 0 1 2 3 4 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES AERIAL PHOTOGRAPH TAKEN 12/02/04 ALTERNATIVE ALT. 2 DATE: 9/25/2007 14’ 12’ 12’ 12’ 14’ 46’RT 45’ 45’ 60’ 66’ 56’ 47’ 54’ 19’ 13’ 12’ 12’ 51’ 60’ 60’ 11’ 11’ 12’ 12’ 12’ 12’ 12’ 14’ 14’ 72’ 72’ 59’ 46’LT 8’LT 59’LT 11’ 11’ 12’ 12’ 17’ 12’ 12’ 14’ 57’ 350’ 100’ 70’ 72’ JOIN EX. 33’ 13’ 12’ 12’ 11’ 11’ 60’ 75’ 18’ 18’ 75’ 66’ 52’ 60’ 48’ VAR. 11’ 11’ 11’ 11’ 250’ 18’LT JOIN EX. 400’ 86’ 51’ 51’ 74’ 61’ 13’ 12’ 12’ 12’ 99’ TS 76’ 66’ 51’ 63’ CALTRANS LIMIT LINE CALTRANS LIMIT LINE CALTRANS LIMIT LINE JOIN EX. 50’LT JOIN EX. 51’RT TS 12’ 13’ 11’ 11’ 11’ 57’ 44’ 13’ 11’ 11’ 11’ 11’ 11’ 13’ 18’ 94’ 84’ 11’ 11’ 11’ 11’ 11’ 13’ 13’ 11’ 11’ 11’ 12’ 12’ 12’ 14’ 52’ 65’ 44’ 34’ 57’ 44’ 54’ 11’ 67’ 43’ 12’ 58’ 14’ 11’ 11’ 12’ 14’ 13’ 150’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 13’ 11’ 11’ 11’ 11’ 11’ 13’ 11’ 11’ 11’ 11’ TS 56’ 44’ 41’ PROPOSED CURB LINE PROPOSED STRIPING EXISTING RIGHT OF WAY AND PROPERTY LINE PROPOSED RIGHT OF WAY EXISTING / PROPOSED TRAFFIC SIGNAL EXISTING PARCEL OWNER AND NUMBER PROPOSED CURB LINE DIMENSION PROPOSED RIGHT OF WAY DIMENSION EXISTING CURB LINE DIMENSION PROPOSED BUS STOP WITH CONCRETE PAD PROPOSED RIGHT OF WAY ACQUISITION EXISTING CURB JANE DOE AP# 128-081-24 LEGEND R/W DEDICATED (NO COST TO PLATINUM) PROPOSED BRIDGE WIDENING 60’ 66’ 56’ 47’ 54’ 19’ 13’ 12’ 12’ 51’ 60’ 60’ 11’ 11’ 12’ 12’ 72’ 72’ 59’ 59’LT 11’ 11’ 12’ 12’ 17’ 12’ 12’ 14’ 57’ 20’ 350’ 100’ 70’ 72’ JOIN EX. 13’ 12’ 12’ VAR 11’ 11’ 60’ 75’ 18’ 18’ 75’ 66’ 51’ 60’ 47’ 12’ 12’ 15’ 15’ 12’ 12’ 11’ 11’ 12’ 12’ 12’ 250’ 18’LT JOIN EX. 14’ 300’ 68’LT 68’ 51’ 51’ 14’ 12’ 12’ 12’ 12’ 12’ 14’ 12’ 12’ 12’ 68’ 47’ 81’ 72’ 72’ 81’ TS 72’ 66’ 51’ 68’ 59’ CALTRANS LIMIT LINE CALTRANS LIMIT LINE CALTRANS LIMIT LINE CALTRANS LIMIT LINE JOIN EX. 51’LT JOIN EX. 51’RT 47’RT TS 12’ 12’ 12’ 12’ 13’ 11’ 11’ 12’ 12’ 12’ VAR JOIN EX. 47’RT DOUGLASS ROAD HOWELL AVENUE PLATINUM TRIANGLE IMPLEMENTATION PLAN KATELLA AVENUE ALIGNMENT K-3 from 1,800’ e/o State College Blvd to East City Limit MATCHLINE PLAN NO. K-2 KATELLA AVENUE KATELLA AVENUE SR-57 to EAST CITY LIMITS SR-57 CITY OF ANAHEIM CITY OF ORANGE SEE PLANS 5 KATELLA AVENUE @ RAILROAD GRADE SEPARATION END PROJECT 1C BEGIN PROJECT 1C BEGIN PROJECT 1C END PROJECT 1B END PROJECT 1B END PROJECT 1B PROJECT 7 LIMITS END PROJECT 1C END PROJECT 1C PROJECT 7 LIMITS HONDA CENTER SIGN TO BE RELOCATED. ---PAGE BREAK--- SHEET OF PLAN NUMBER DRAWN BY CHECKED BY APPROVED DATE SCALE: HORIZ. APPROVED APPROVED NO. DATE INITIAL D E S C R I P T I O N APPROVED BY FIELD BOOKS PAGES FOR STANDARD DETAILS SEE PLANS FOR THESE IMPROVEMENTS PREPARED BY: BENCH MARK NO. ELEVATION = FOR NOTES TO CONTRACTOR SEE PLAN DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DEPUTY CITY ENGINEER TRAFFIC TRANSPORTATION ENGINEER 42407 RICK KREUZER CITY OF ANAHEIM ENGINEERING DIVISION DEPARTMENT OF PUBLIC WORKS R E V I S I O N S R E F E R E N C E S 3-31-08 ENGINEERING, INC. KFM 26672 Town Center Drive #300 Foothill Ranch, CA 92610 (949) 580-3838 phone (949) 580-3837 fax 18 k:\115-anaheim\022-platinumtriangle_impl_plan\design alt2\sheets black & color\06 StCollege 1.dgn 11:25:13 AM 10/24/2007 USER: pdf.plt textsub.tbl 218.1818 ’ / IN. SCALE: egoss 0 1 2 3 4 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES AERIAL PHOTOGRAPH TAKEN 12/02/04 ALTERNATIVE ALT. 2 DATE: 9/25/2007 1870 S. CHRIS 083-260-59 1800 E. TALBOT 083-26-032 1841 S. STATE COLLEGE 083-26-030 2000 E. GENE AUTRY WAY 232-01-150 1900 S. STATE COLLEGE 232-01-149 083-27-074 2115 E ORANGEWOOD AVE 083-27-067 083-27-061 2050 S STATE COLLEGE BLVD 083-27-069 2025 E ORANGEWOOD AVE 083-27-073 083-27-075 1801 S STATE COLLEGE BLVD 083-27-070 2100 S STATE COLLEGE 083-27-118 2012 E ORANGEWOOD AVE 083-27-117 083-27-116 2112 S STATE COLLEGE BLVD 083-27-124 2100 E ORANGEWOOD AVE 083-27-115 083-27-121 083-27-126 083-27-125 083-27-127 2150 S STATE COLLEGE BLVD 083-271-28 2848 N SAWGRASS DR 232-08-116 1601 E ORANGEWOOD AVE 232-08-122 2099 S STATE COLLEGE 232-08-118 2045 S STATE COLLEGE 232-08-121 1969 S STATE COLLEGE BLVD 083-29-088 1605 PACIFICO AVE 083-26-063 1900 S CHRIS LN 083-26-062 1890 S CHRIS LN 083-26-061 1880 S CHRIS LN 083-26-060 083-26-029 2150 S STATE COLLEGE BLVD 53’ 56’ 56’ 65’ 65’ 66’ 28’ 32’ 53’ TS TS TS 50’ 46’ 53’ 62’ 59’ 13’ 13’ 9’ 18’ 260’ 150’ 200’ 260’ 11’ 11’ 13’ 11’ 11’ 11’ 11’ 16’ 13’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 48’ 48’ 59’ 63’ 63’ 72’ 72’ 59’ 13’ 53’ 60’ 72’ 43’ 48’ JOIN EX. 60’ 53’ 72’ 48’ 48’ 43’ 13’ 11’ 11’ 11’ 11’ 13’ 11’ 11’ 13’ 11’ 11’ 10’ 10’ 11’ 11’ 11’ 11’ 13’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 13’ 11’ 13’ 13’ 11’ 11’ 11’ 11’ 11’ 11’ 8’ 17’ 63’LT 52’ 200’ 12’ 73’ 63’ 13’ 260’ 100’ 14.5’ 14.5’ 62.5’ 62.5’ 56’ 11’ 11’ 11’ 13’ 11’ 11’ 83’ 70’ 11’ 11’ 11’ 13’ 11’ 11’ 11’ 13’ 13’ 4’ 10’ 10’LT 13’LT 13’ 13’ 13’ 4’ 120’ 46’ 11’ 11’ 120’ 14’ 46’ 120’ 11’ 70’RT 150’ 13’ 11’ 11’ 11’ 10’ 10’ 11’ 11’ 200’ 60’ 59’ 48’ 43’ 60’ 59’ 71’ 71’ 370’ 500’ 60’ 60’ 13’ 11’ 11’ 11’ 11’ 11’ 13’ 11’ 11’ 150’ VARIES 52’ 7’ 1’ 53’ 44’ 56’ 56’ 65’ 65’ 66’ 28’ 32’ 53’ TS TS TS 50’ 46’ 53’ 62’ 59’ 13’ 13’ 63’ 60’ 53’ 18’ 8’ 9’ 18’ (150’) 260’ 150’ 200’ 260’ 11’ 11’ 13’ 11’ 11’ 11’ 11’ 16’ 8’LT 50’LT 49’RT 48’LT 48’RT 13’LT 13’RT 8’LT 8’RT 43’LT 43’RT 13’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 48’ 48’ 59’ 63’ 63’ 72’ 72’ 59’ 13’ 53’ 60’ 72’ 43’ 48’ JOIN EX. 60’ 53’ 72’ 48’ 48’ 43’ 13’ 11’ 11’ 11’ 11’ 13’ 11’ 11’ 13’ 11’ 11’ 10’ 10’ 11’ 11’ 11’ 11’ 13’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 13’ 11’ 13’ 13’ 11’ 11’ 11’ 11’ 11’ 11’ 72’ 8’ 17’ 63’LT 52’ 52’RT 11’ 11’ 11’ 11’ 12’ 11’ 8’(B) 53’ 200’ 12’ 73’ 63’ 13’ 260’ 100’ 53’LT 62’LT 53’ 57.5’ 57.5’ 14.5’ 14.5’ 14.5’ 14.5’ 62.5’ 62.5’ 56’ 11’ 11’ 11’ 13’ 11’ 11’ 83’ 70’ 11’ 11’ 11’ 13’ 11’ 11’ 11’ 13’ 13’ 4’ 10’ 10’LT 13’LT 13’ 13’ 13’ 4’ 120’ 46’ 11’ 11’ 120’ 14’ 46’ 120’ 32’ 28’ 11’ 70’RT 150’ 13’ 11’ 11’ 11’ 10’ 10’ 11’ 11’ 200’ 60’ 59’ 48’ 43’ 60’ 59’ 71’ 71’ 370’ 500’ 60’ 60’ 13’ 11’ 11’ 11’ 11’ 11’ 13’ 11’ 11’ 150’ VARIES 52’ 7’ 1’ TS 56’ 44’ 41’ PROPOSED CURB LINE PROPOSED STRIPING EXISTING RIGHT OF WAY AND PROPERTY LINE PROPOSED RIGHT OF WAY EXISTING / PROPOSED TRAFFIC SIGNAL EXISTING PARCEL OWNER AND NUMBER PROPOSED CURB LINE DIMENSION PROPOSED RIGHT OF WAY DIMENSION EXISTING CURB LINE DIMENSION PROPOSED BUS STOP WITH CONCRETE PAD PROPOSED RIGHT OF WAY ACQUISITION EXISTING CURB JANE DOE AP# 128-081-24 LEGEND R/W DEDICATED (NO COST TO PLATINUM) PROPOSED BRIDGE WIDENING 53’ 56’ 56’ 65’ 65’ 66’ 28’ 32’ 53’ TS TS TS 50’ 46’ 53’ 62’ 59’ 13’ 13’ 13’ 13’ 9’ 18’ 260’ 300’ 150’ 200’ 260’ 11’ 11’ 13’ 11’ 11’ 11’ 11’ 16’ 13’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 48’ 48’ 59’ 63’ 63’ 72’ 72’ 59’ 59’ 13’ 13’ 53’ 60’ 72’ 72’ 43’ 48’ JOIN EX. JOIN EX. 60’ 48’ 48’ 48’ 60’ 60’ 60’ 53’ 72’ 48’ 48’ 43’ 43’ 13’ 11’ 11’ 11’ 11’ 13’ 11’ 11’ 13’ 11’ 11’ 11’ 11’ 13’ 13’ 11’ 11’ 11’ 11’ 13’ 11’ 11’ 13’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 13’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 13’ 11’ 13’ 13’ 11’ 11’ 11’ 11’ 11’ 11’ 8’ 17’ 44’ 200’ 13’ 60’ 73’ 63’ 13’ 300’ 100’ 14.5’ 14.5’ 62.5’ 62.5’ 56’ 11’ 11’ 11’ 13’ 11’ 11’ 72’ 59’ 11’ 11’ 11’ 13’ 11’ 11’ 11’ 13’ 13’ 4’ 59’RT VAR 10’ 10’LT 13’LT 13’ 13’ 13’ 4’ 120’ 46’ 11’ 11’ 120’ 14’ 46’ PLATINUM TRIANGLE IMPLEMENTATION PLAN SC-1 STATE COLLEGE BOULEVARD ALIGNMENT from Orangewood Avenue to 255’ s/o Katella Avenue MATCHLINE PLAN NO. SC-2 STATE COLLEGE BOULEVARD ORANGEWOOD AVENUE GENE AUTRY WAY STATE COLLEGE BOULEVARD SOUTH CITY LIMITS to GENE AUTRY WAY STATE COLLEGE BOULEVARD GENE AUTRY WAY to KATELLA AVENUE SEE PLANS SEE PLANS SEE PLANS 6 PLATINUM TRIANGLE BOUNDARY FUTURE IMPROVEMENTS (BY OTHERS) FUTURE IMPROVEMENTS (BY OTHERS) FUTURE IMPROVEMENTS (BY OTHERS) CITY OF ANAHEIM CITY OF ORANGE PROJECT 4A LIMIT END PROJECT 2A END PROJECT 2A PROJECT 3A LIMIT END PROJECT 2A END PROJECT 2A PROJECT 3B LIMIT PROJECT LIMIT END PROJECT 2C BEG PROJECT 2A GATEWAY ARTISAN ---PAGE BREAK--- RAILROAD 1701 E. KATELLA 082-26-054 1700 E. KATELLA 083-26-034 1801 E. TALBOT 083-26-031 1800 E. KATELLA AVE 083-26-036 1801 S. STATE COLLEGE 083-26-070 1801 E. KATELLA 082-260-74 1751 S. STATE COLLEGE 082-26-075 1810 S, STATE COLLEGE 232-02-101 2020 E. KATELLA 232-02-104 1818 S. STATE COLLEGE 232-02-110 2005 E. KATELLA 253-53-116 2025 E KATELLA 253-53-117 2035 E. KATELLA 253-53-118 2100 E. KATELLA 232-02-115 2110 E. KATELLA 232-02-114 1833 S. STATE COLLEGE 083-26-033 1818 S. STATE 232-02-107 2120 E HOWELL 253-53-104 2095 E. KATELLA 253-53-113 1730 S STATE COLLEGE 253-53-112 1750 S STATE COLLEGE 253-53-115 1717 S. STATE COLLEGE 082-260-53 1904 E. WRIGHT 082-26-066 1911 E. WRIGHT 082-26-065 1818 S. STATE COLLEGE 232-02-111 1981 E. WRIGHT CIR. 082-26-062 1961 E. WRIGHT CIR 082-26-063 1921 N. WRIGHT CIR. 082-26-064 1705 S. STATE COLLEGE BLVD 082-26-083 1661 S. STATE COLLEGE BLVD 082-26-082 1700 E BABBIT 082-25-041 1625 S STATE COLLEGE 082-25-040 1700 E CERRITOS AVE 082-25-044 082-25-054 1651 E BABBITT AVE. 082-25-062 1550 E BABBITT AVE 1650 S. STATE COLLEGE BLVD. 253-53-101 1660 S. STATE COLLEGE BLVD. 253-53-102 2020 E. HOWELL AVE. 253-53-103 1630 S. STATE COLLEGE BLVD 253-06-105 2051 HOWELL AVE. 253-06-106 2111 E HOWELL AVE 1600 S. STATE COLLEGE BLVD 253-06-104 2051 E HOWELL AVE 253-06-107 1550 S STATE COLLEGE 253-06-103 SHEET OF PLAN NUMBER DRAWN BY CHECKED BY APPROVED DATE SCALE: HORIZ. APPROVED APPROVED NO. DATE INITIAL D E S C R I P T I O N APPROVED BY FIELD BOOKS PAGES FOR STANDARD DETAILS SEE PLANS FOR THESE IMPROVEMENTS PREPARED BY: BENCH MARK NO. ELEVATION = FOR NOTES TO CONTRACTOR SEE PLAN DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DEPUTY CITY ENGINEER TRAFFIC TRANSPORTATION ENGINEER 42407 RICK KREUZER CITY OF ANAHEIM ENGINEERING DIVISION DEPARTMENT OF PUBLIC WORKS R E V I S I O N S R E F E R E N C E S 3-31-08 ENGINEERING, INC. KFM 26672 Town Center Drive #300 Foothill Ranch, CA 92610 (949) 580-3838 phone (949) 580-3837 fax 18 k:\115-anaheim\022-platinumtriangle_impl_plan\design alt2\sheets black & color\07 StCollege 2.dgn 11:25:58 AM 10/24/2007 USER: pdf.plt textsub.tbl 218.1818 ’ / IN. SCALE: egoss 0 1 2 3 4 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES AERIAL PHOTOGRAPH TAKEN 12/02/04 ALTERNATIVE ALT. 2 DATE: 9/25/2007 TS TS TS 43’ 43’ 50’ 50’ 60’ 60’ 40’ 45’ 26’ 11’ 11’ 11’ 13’ 11’ 11’ 11’ 13’ 280’ 280’ 170’ 240’ 160’ 100’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 13’ 13’ 180’ 59’ 70’ 72’ 13’ 47’ 47’ 72’ 59’ 47’ 70’ 59’ 72’ 13’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 13’ 300’ 13’LT 59’ 59’ 72’ 72’ 51.50’ 72’ 60’ 13’ 11’ 11’ 11’ 11’ 11’ 11’ 13’ 11’ 29’ 22’ 59’ 59’ 42’ 42’ 72’ 60’ 53’ 53’ 11’ 11’ 11’ 24’ 59’ 43’ 59’ 72’ 72’ 72’ 50’ 43’ 43’ 43’ 50’ 50’ 72’ 53’ 53’ 60’ 60’ 60’ 60’ 43’ 43’ 53’ 60’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 13’ 13’ 11’ 11’ 11’ 11’ 20’ 20’ 20’ 11’ 11’ 11’ 11’ 20’ 20’ 11’ 11’ 11’ 11’ 20’ 12’ 12’ 30’ 30’ 20’ 20’ 20’ 11’ 11’ 11’ 11’ 20’ 12’ 53’ 60’ 72’ 12’ 12’ 14’ 12’ 14’ 72’ 72’ 72’ 72’ TS 11’ 71’ 72’ 72’ 11’ 83’ 11’ 11’ 11’ 11’ 13’ 350’ 150’ 11’ TS TS 43’ 43’ 50’ 50’ 60’ 60’ 40’ 45’ 170’ 240’ 160’ 100’ 13’ 29’ 22’ 59’ 43’ 59’ 72’ 72’ 72’ 50’ 43’ 43’ 43’ 50’ 50’ 72’ 53’ 53’ 60’ 60’ 60’ 60’ 43’ 43’ 53’ 60’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 13’ 13’ 11’ 11’ 11’ 11’ 20’ 20’ 20’ 11’ 11’ 11’ 11’ 20’ 20’ 11’ 11’ 11’ 11’ 20’ 12’ 12’ 30’ 30’ 20’ 20’ 20’ 11’ 11’ 11’ 11’ 20’ 12’ 12’ 12’ 14’ 12’ 14’ 72’ 72’ 72’ 72’ 72’ 72’ TS 56’ 44’ 41’ PROPOSED CURB LINE PROPOSED STRIPING EXISTING RIGHT OF WAY AND PROPERTY LINE PROPOSED RIGHT OF WAY EXISTING / PROPOSED TRAFFIC SIGNAL EXISTING PARCEL OWNER AND NUMBER PROPOSED CURB LINE DIMENSION PROPOSED RIGHT OF WAY DIMENSION EXISTING CURB LINE DIMENSION PROPOSED BUS STOP WITH CONCRETE PAD PROPOSED RIGHT OF WAY ACQUISITION EXISTING CURB JANE DOE AP# 128-081-24 LEGEND R/W DEDICATED (NO COST TO PLATINUM) PROPOSED BRIDGE WIDENING 280’ 60’ 53’ 53’ 71’ TS TS 43’ 43’ 50’ 50’ 60’ 60’ 40’ 45’ 170’ 240’ 160’ 100’ 13’ 29’ 22’ 59’ 43’ 59’ 72’ 72’ 72’ 50’ 43’ 43’ 43’ 50’ 50’ 72’ 53’ 53’ 60’ 60’ 60’ 60’ 43’ 43’ 53’ 60’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 13’ 13’ 11’ 11’ 11’ 11’ 20’ 20’ 20’ 11’ 11’ 11’ 11’ 20’ 20’ 11’ 11’ 11’ 11’ 20’ 12’ 12’ 30’ 30’ 20’ 20’ 20’ 11’ 11’ 11’ 11’ 20’ 12’ 12’ 12’ 14’ 12’ 14’ 72’ 72’ 72’ 72’ 72’ 72’ 280’ 60’ 53’ 53’ 71’ PLATINUM TRIANGLE IMPLEMENTATION PLAN STATE COLLEGE BOULEVARD ALIGNMENT MATCHLINE PLAN NO. SC-1 STATE COLLEGE BOULEVARD from 255’ s/o Katella Avenue to Cerritos Avenue KATELLA AVENUE WRIGHT CIRCLE METROLINK RR BABBITT AVENUE HOWELL AVENUE STATE COLLEGE BLVD 500’ NORTH of HOWELL AVENUE to CERRITOS AVENUE SEE PLANS SEE PLANS 7 STADIUM LOFTS PROJECT (Under Construction) STATE COLLEGE BLVD UPRR GRADE SEPARATION PROJECT LIMIT END PROJECT 2A PROJECT 1A LIMIT PROJECT 1A LIMIT BEGIN PROJECT 2B END PROJECT 2B MATCHLINE PLAN NO. SC-2B SC-2A PROPOSED RR BRIDGE STRUCTURE ---PAGE BREAK--- 1531 S STATE COLLEGE BLVD 082-25-054 1530 S STATE COLLEGE 253-06-102 1750 S. STATE COLLGE 253-06-115 082-250-64 SBE 148-30-56A-4 SHEET OF PLAN NUMBER DRAWN BY CHECKED BY APPROVED DATE SCALE: HORIZ. APPROVED APPROVED NO. DATE INITIAL D E S C R I P T I O N APPROVED BY FIELD BOOKS PAGES FOR STANDARD DETAILS SEE PLANS FOR THESE IMPROVEMENTS PREPARED BY: BENCH MARK NO. ELEVATION = FOR NOTES TO CONTRACTOR SEE PLAN DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DEPUTY CITY ENGINEER TRAFFIC TRANSPORTATION ENGINEER 42407 RICK KREUZER CITY OF ANAHEIM ENGINEERING DIVISION DEPARTMENT OF PUBLIC WORKS R E V I S I O N S R E F E R E N C E S 3-31-08 ENGINEERING, INC. KFM 26672 Town Center Drive #300 Foothill Ranch, CA 92610 (949) 580-3838 phone (949) 580-3837 fax 18 k:\115-anaheim\022-platinumtriangle_impl_plan\design alt2\sheets black & color\08 StCollege 3.dgn 11:26:40 AM 10/24/2007 USER: pdf.plt textsub.tbl 218.1818 ’ / IN. SCALE: egoss 0 1 2 3 4 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES AERIAL PHOTOGRAPH TAKEN 12/02/04 ALTERNATIVE ALT. 2 DATE: 9/25/2007 53’ 53’ 100’ 50’ 60’ 43’ 43’ 50’ 53’ 60’ 15’ 11’ 11’ 11’ 60’ 60’ TS 115’ 11’ 11’ 11’ 11’ 11’ 11’ 15’ 15’ 50’ 50’ 60’ 60’ 53’ 53’ 43’ 43’ 200’ 15’ 11’ 11’ 11’ TS 56’ 44’ 41’ PROPOSED CURB LINE PROPOSED STRIPING EXISTING RIGHT OF WAY AND PROPERTY LINE PROPOSED RIGHT OF WAY EXISTING / PROPOSED TRAFFIC SIGNAL EXISTING PARCEL OWNER AND NUMBER PROPOSED CURB LINE DIMENSION PROPOSED RIGHT OF WAY DIMENSION EXISTING CURB LINE DIMENSION PROPOSED BUS STOP WITH CONCRETE PAD PROPOSED RIGHT OF WAY ACQUISITION EXISTING CURB JANE DOE AP# 128-081-24 LEGEND R/W DEDICATED (NO COST TO PLATINUM) PROPOSED BRIDGE WIDENING 53’ 53’ 100’ 50’ 60’ 43’ 43’ 50’ 53’ 60’ 20’ 11’ 11’ 12’ 11’ 11’ 20’ 60’ 60’ TS 115’ PLATINUM TRIANGLE IMPLEMENTATION PLAN STATE COLLEGE BOULEVARD ALIGNMENT MATCHLINE PLAN NO. SC-2A STATE COLLEGE BOULEVARD CERRITOS AVENUE UPRR STATE COLLEGE BLVD 500’ NORTH of HOWELL AVENUE to CERRITOS AVENUE 8 PROJECT LIMIT PROJECT LIMIT END PROJECT 2B SC-2B from 485’ s/o Cerritos Avenue to 510’ n/o Cerritos Avenue JOIN EXISTING ---PAGE BREAK--- 08327051 2125 E ORANGEWOOD AVE 083-27-074 2115 E ORANGEWOOD AVE 083-27-067 083-27-061 2050 S STATE COLLEGE BLVD 083-27-069 2025 E ORANGEWOOD AVE 083-27-073 083-27-075 1801 S STATE COLLEGE BLVD 083-27-070 2100 S STATE COLLEGE 083-27-118 2012 E ORANGEWOOD AVE 083-27-117 083-27-116 2112 S STATE COLLEGE BLVD 083-27-124 2100 E ORANGEWOOD AVE 083-27-115 083-27-121 083-27-126 083-27-125 083-27-127 083-27-114 083-29-069 23020 S SANTA CRUZ ST 083-29-072 2040 S SANTA CRUZ ST 083-29-085 2050 S STANA CRUZ ST 083-29-086 1515 E ORANGEWOOD AVE 232-08-119 083-29-077 232-08-120 2848 N SAWGRASS DR 232-08-116 232-08-105 1601 E ORANGEWOOD AVE 232-08-122 2884 N SAWGRASS DR 232-08-107 1101 E ORANGWOOD AVE 200 232-08-106 2099 S STATE COLLEGE 232-08-118 2045 S STATE COLLEGE 232-08-121 083-27-054 083-27-037 50’ 46’ 53’ 62’ 63’ 60’ 50’ 53’ 50’ 60’ 77’ 72’ 18’ 8’ 44’ 20’ 7’ 53’ 12’ (150’) 260’ 11’ 11’ 13’ 11’ 11’ 11’ 11’ 16’ 11’ (150’) 8’(B) 12’ 11’ 11’ 11’ 11’ 12’ 8’(B) 12’ 11’ 11’ 11’ 11’ 12’ 8’(B) 8’(B) 11’ 11’ 11’ 13’ 12’ 11’ 12’ 8’(B) 72’ 37’ 62’ 62’ 77’ 53’LT 62’LT TS 11’ 87’ 300’ 300’ 300’ 13’ 12’ TS SHEET OF PLAN NUMBER DRAWN BY CHECKED BY APPROVED DATE SCALE: HORIZ. APPROVED APPROVED NO. DATE INITIAL D E S C R I P T I O N APPROVED BY FIELD BOOKS PAGES FOR STANDARD DETAILS SEE PLANS FOR THESE IMPROVEMENTS PREPARED BY: BENCH MARK NO. ELEVATION = FOR NOTES TO CONTRACTOR SEE PLAN DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DEPUTY CITY ENGINEER TRAFFIC TRANSPORTATION ENGINEER 42407 RICK KREUZER CITY OF ANAHEIM ENGINEERING DIVISION DEPARTMENT OF PUBLIC WORKS R E V I S I O N S R E F E R E N C E S 3-31-08 ENGINEERING, INC. KFM 26672 Town Center Drive #300 Foothill Ranch, CA 92610 (949) 580-3838 phone (949) 580-3837 fax 18 k:\115-anaheim\022-platinumtriangle_impl_plan\design alt2\sheets black & color\09 Orangewood 1.dgn 11:27:13 AM 10/24/2007 USER: pdf.plt textsub.tbl 218.1818 ’ / IN. SCALE: egoss 0 1 2 3 4 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES AERIAL PHOTOGRAPH TAKEN 12/02/04 ALTERNATIVE ALT. 2 DATE: 9/25/2007 53’ 53’ 44’ 56’ 56’ 65’ 65’ 66’ TS 50’ 46’ 53’ 62’ 59’ 13’ 13’ 63’ 60’ 50’ 53’ 50’ 60’ 77’ 72’ 18’ 8’ 44’ 20’ 7’ 50’ 50’ 64’ 60’ 54’ 9’ 18’ 53’ 12’ (150’) 200’ 260’ 11’ 11’ 13’ 11’ 11’ 11’ 11’ 16’ 8’LT 50’LT 49’RT 11’ (150’) 13’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 59’ 63’ 63’ 72’ 72’ JOIN EX. 13’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 13’ 11’ 8’(B) 12’ 11’ 11’ 11’ 11’ 12’ 8’(B) 12’ 11’ 11’ 11’ 11’ 12’ 8’(B) 8’(B) 11’ 11’ 11’ 13’ 12’ 11’ 12’ 8’(B) 72’ 8’ 17’ 63’LT 52’ 52’RT 11’ 11’ 11’ 11’ 12’ 11’ 8’(B) 37’ 73’ 63’ 13’ 260’ 62’ 62’ 77’ 53’LT 62’LT TS 56’ 11’ 11’ 11’ 13’ 11’ 11’ 83’ 70’ 11’ 11’ 11’ 13’ 13’ 4’ 10’ 10’LT 13’LT 13’ 13’ 46’ 14’ 46’ 11’ 87’ 120’ 300’ 300’ 11’ 70’RT 300’ 13’ 150’ 12’ TS 53’ 53’ 44’ 56’ 56’ 65’ 65’ 13’ 50’ 50’ 64’ 60’ 54’ 9’ 200’ 8’LT 50’LT 49’RT 13’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 13’ 63’LT 52’ 52’RT 11’ 11’ 11’ 11’ 12’ 11’ 8’(B) 73’ 63’ 13’ 260’ 13’ 13’ 70’RT 150’ TS 56’ 44’ 41’ PROPOSED CURB LINE PROPOSED STRIPING EXISTING RIGHT OF WAY AND PROPERTY LINE PROPOSED RIGHT OF WAY EXISTING / PROPOSED TRAFFIC SIGNAL EXISTING PARCEL OWNER AND NUMBER PROPOSED CURB LINE DIMENSION PROPOSED RIGHT OF WAY DIMENSION EXISTING CURB LINE DIMENSION PROPOSED BUS STOP WITH CONCRETE PAD PROPOSED RIGHT OF WAY ACQUISITION EXISTING CURB JANE DOE AP# 128-081-24 LEGEND R/W DEDICATED (NO COST TO PLATINUM) PROPOSED BRIDGE WIDENING 50’ 46’ 53’ 62’ 63’ 60’ 50’ 53’ 50’ 60’ 77’ 72’ 18’ 8’ 44’ 20’ 7’ 53’ 12’ (150’) 260’ 11’ 11’ 13’ 11’ 11’ 11’ 11’ 16’ 11’ (150’) 8’(B) 12’ 11’ 11’ 11’ 11’ 12’ 8’(B) 12’ 11’ 11’ 11’ 11’ 12’ 8’(B) 8’(B) 11’ 11’ 11’ 13’ 12’ 11’ 12’ 8’(B) 72’ 37’ 62’ 62’ 66’ 53’LT 62’LT 66’LT 62’LT TS 53’ 53’ 44’ 56’ 56’ 65’ 65’ 13’ 50’ 50’ 60’ 60’ 50’ 9’ 200’ 8’RT 8’LT 50’LT 50’RT 13’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 13’ 63’LT 44’ 44’RT 11’ 11’ 11’ 11’ 12’ 12’ 8’(B) 8’(B) 73’ 63’ 13’ 300’ 100’ 12’ 50’LT 43’LT 50’RT 43’RT 13’ PLATINUM TRIANGLE IMPLEMENTATION PLAN O-1 MATCHLINE PLAN NO. O-2 I-5 ORANGEWOOD AVENUE STATE COLLEGE BOULEVARD from I-5 to 800’ e/o State College Boulevard ORANGEWOOD AVENUE ALIGNMENT ANAHEIM WAY CITY OF ANAHEIM CITY OF ORANGE SANTA CRUZ ST 9 ORANGEWOOD AVENUE w/o STATE COLLEGE BOULEVARD FUTURE ROAD (BY OTHER) ORANGEWOOD AVENUE STATE COLLEGE BOULEVARD TO 800’ e/o STATE COLLEGE BOULEVARD SEE "SC" PLANS SEE "SC" PLANS END PROJECT 3A PROJECT 2A LIMIT PROJECT 5 LIMIT BEGIN PROJECT 3A PROJECT 2A LIMIT BEGIN PROJECT 3B BEGIN PROJECT 3A PROJECT 2C LIMIT FUTURE IMPROVEMENTS (BY OTHERS) FUTURE IMPROVEMENTS (BY OTHERS) PROJECT 5 LIMIT ---PAGE BREAK--- CITY OF ORANGE CITY OF ANAHEIM 232-01-144 232-01-143 232-01-142 2211 E ORANGEWOOD AVE 083-27-048 2125 E ORANGEWOOD AVE 083-27-047 2121 S TOWNE CENTRE PL 232-01-126 2121 S TOWNE CENTRE PL 232-01-125 2150 S TOWNE CENTRE PL 232-01-128 2210 S DUPONT DR 083-27-105 2220 S DUPONT 083-27-104 2230 S DUPONT DR 083-27-103 2240 S DUPONT DR 083-27-102 2300 E ORANGEWOOD AVE 083-27-101 2210 E ORANGEWOOD AVE 083-27-201 2231 S DUPONT DR 083-27-207 2221 S DUPONT DR 083-27-206 2140 S DUPONT DR 083-27-203 2130 S DUPONT DR 083-27-202 2180 S DUPONT DR 083-27-204 2191 S DUPONT DR 083-27-205 2130 E ORANGEWOOD AVE 083-27-113 2131 S DUPONT DR 083-27-112 2141 S DUPONT DR 083-27-111 2151 S DUPONT DR 083-27-110 2161 S DUPONT DR 083-27-109 2390 E ORANGEWOOD AVE 232-01-133 2390 E ORANGEWOOD AVE 232-01-132 083-27-037 232-01-136 2400 E ORANGWOOD AVE 232-01-119 53’ 43’ 43’ 10’ 10’ 50’ 53’ 57’ 58’ 48’ 47’ 13’ 59’ 69’ 58’ 48’ 45’ 53’ 150’ 230’ 125’ 13’ 11’ 11’ 11’ 11’ 11’ 13’ 13’ 11’ 11’ 11’ 11’ 13’ 11’ 11’ 13’ 11’ 11’ 13’ 280’ 11’ 11’ 11’ 13’ 11’ 11’ 69’ 59’ 45’ 45’ 200’ 13’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 13’ 11’ 11’ 11’ 11’ 450’ 11’ 13’ END TRANS. 35’RT BEGIN TRANS. 50’LT 11’ 11’ 11’ 11’ 11’ 13’ 50’LT 35’RT 4’ 35’ 41’ 9’ TS 30’ 38’ 11’ 56’ 50’ CMS 13’ 14’ 12’ 11’ 11’ 70’ 60’ 12’ 12’ 12’ 12’ 12’ 14’ 50’ 60’ 32’ 13’ 12’ 12’ 150’ 12’ TS 54’ 50’ SHEET OF PLAN NUMBER DRAWN BY CHECKED BY APPROVED DATE SCALE: HORIZ. APPROVED APPROVED NO. DATE INITIAL D E S C R I P T I O N APPROVED BY FIELD BOOKS PAGES FOR STANDARD DETAILS SEE PLANS FOR THESE IMPROVEMENTS PREPARED BY: BENCH MARK NO. ELEVATION = FOR NOTES TO CONTRACTOR SEE PLAN DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DEPUTY CITY ENGINEER TRAFFIC TRANSPORTATION ENGINEER 42407 RICK KREUZER CITY OF ANAHEIM ENGINEERING DIVISION DEPARTMENT OF PUBLIC WORKS R E V I S I O N S R E F E R E N C E S 3-31-08 ENGINEERING, INC. KFM 26672 Town Center Drive #300 Foothill Ranch, CA 92610 (949) 580-3838 phone (949) 580-3837 fax 18 K:\115-Anaheim\022-PlatinumTriangle_Impl_Plan\Design Alt2\Sheets Black & Color\10 Orangewood 2.dgn 2:24:40 PM 10/24/2007 USER: pdf.plt TEXTSUB.TBL 218.1818 ’ / IN. SCALE: egoss 0 1 2 3 4 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES AERIAL PHOTOGRAPH TAKEN 12/02/04 ALTERNATIVE ALT. 2 DATE: 9/25/2007 TS 56’ 44’ 41’ PROPOSED CURB LINE PROPOSED STRIPING EXISTING RIGHT OF WAY AND PROPERTY LINE PROPOSED RIGHT OF WAY EXISTING / PROPOSED TRAFFIC SIGNAL EXISTING PARCEL OWNER AND NUMBER PROPOSED CURB LINE DIMENSION PROPOSED RIGHT OF WAY DIMENSION EXISTING CURB LINE DIMENSION PROPOSED BUS STOP WITH CONCRETE PAD PROPOSED RIGHT OF WAY ACQUISITION EXISTING CURB JANE DOE AP# 128-081-24 LEGEND R/W DEDICATED (NO COST TO PLATINUM) PROPOSED BRIDGE WIDENING 53’ 43’ 43’ 10’ 10’ 8’ 8’ 50’ 53’ 53’ 53’ 43’ 43’ 10’ 10’ 8’ 8’ 53’ 43’ 10’ 10’ 8’ 64’ 54’ 43’ 53’ 54’ 64’ 53’ 43’ 45’ 53’ 45’ 45’ 200’ 200’ 100’ 125’ BEGIN TRANS. 43’RT 13’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 13’ 11’ 11’ 13’ 13’ 11’ 11’ 12’ 11’ 11’ 11’ 13’ 13’ 11’ 11’ 11’ 11’ 13’ 11’ 450’ 100’ 43’ 43’ 43’RT 54’RT 11’ 11’ 13’ 11’ 11’ 13’ 11’ 13’ END TRANS. 35’RT END TRANS. 54’LT BEGIN TRANS. 39’LT 13’ 11’ 11’ 11’ 11’ 13’ 39’LT 35’RT 4’ 39’ 35’ 45’ 41’ 8’ 51.58’LT 44.90’LT TS 30’ 38’ 4’LT L ON C 8’LT 8’RT PLATINUM TRIANGLE IMPLEMENTATION PLAN O-2 MATCHLINE PLAN NO. O-1 ORANGEWOOD AVENUE from 800’ e/o State College Boulevard to East City Limit ORANGEWOOD AVENUE ALIGNMENT DUPONT DRIVE DUPONT DRIVE RAMPART ST. SR-57 10 FUTURE IMPROVEMENTS (BY OTHER) ORANGEWOOD AVENUE 800’ e/o STATE COLLEGE BOULEVARD TO EAST CITY LIMITS FUTURE IMPROVEMENTS (BY OTHERS) SANTA ANA RIVER CALTRANS R/W CALTRANS R/W WIDEN EXISTING BRIDGE STRUCTURE 3 FEET WIDEN EXISTING BRIDGE STRUCTURE 30 FEET END PROJECT 3C END PROJECT 3B BEGIN PROJECT 3C PROJECT LIMIT PROJECT LIMIT PROJECT LIMIT PROJECT LIMIT PROJECT LIMIT CONSTRUCT TIE-BACK WALLS UNDER SR-57 JOIN EXISTING MODIFY BUILDING FUTURE IMPROVEMENTS (BY OTHERS) PROJECT LIMIT ---PAGE BREAK--- 1871 S. BETMOR 083-260-47 1870 S BETMOR 083-260-48 1871 S CHRIS 083-260-58 1870 S. CHRIS 083-260-59 1841 S. STATE COLLEGE 083-26-030 083-75-116 083-250-23 083-29-108 083-29-109 083-29-091 1970 S SANTA CRUZ ST 083-29-063 1990 S SANTA CRUZ ST 083-29-062 1130 E GENE AUTRY WAY 083-29-082 1170 E GENE AUTRY WAY 083-29-089 1200 E GENE AUTRY WAY 083-29-080 1250 E GENE AUTRY WAY 083-29-084 1300 E GENE AUTRY WAY 083-29-094 1185 E CTANFORD CT 083-29-068 1165 E STANFORD CT 083-29-059 1145 E STANFORD CT 083-29-060 1125 E STANFORD CT 083-29-061 2000 S SANTA CRUZ ST 083-29-071 1150 E STANFORD CT 083-29-070 1190 E STANFORD CT 083-29-069 23020 S SANTA CRUZ ST 083-29-072 2040 S SANTA CRUZ ST 083-29-085 1969 S STATE COLLEGE BLVD 083-29-088 917 E GENE AUTRY 083-75-139 1899 S SANTA CRUZ ST 083-75-131 1885 S SANTA CRUZ ST 083-75-119 971 E GENE AUTRY WAY 083-75-138 1875 S SANTA CRUZ ST 083-75-120 1875 S SANTA CRUZ ST 083-75-121 1865 S SANTA CRUZ 083-75-122 1101 E GENE AUTRY WAY 083-75-133 1894 S SANTA CRUZ ST 083-75-128 1884 S SANTA CRUZ ST 083-75-127 1874 S SANTA CRUZ 083-75-126 1864 S SANTA CRUZ ST 083-75-125 1854 S SANTA CRUZ 083-75-124 1855 S SANTA CRUZ ST 083-75-123 1881 S BETMOR LN 083-26-046 1891 S BETMOR LN 083-26-045 1901 S BETMOR LN 083-26-042 1911 S BETMOR LN 083-26-069 2115 E ORANGEWOOD AVE 083-26-067 1890 S BETMOR LN 083-26-050 1900 BETMOR LN 083-26-051 1880 S BETMOR LN 083-26-049 1393 E GENE AUTRY WAY 083-26-072 1881 S CHRIS LN 083-26-057 1891 S CHRIS LN 083-26-056 1901 S CHRIS LN 083-26-053 1551 E GENE AUTRY WAY 083-26-054 1605 PACIFICO AVE 083-26-063 1900 S CHRIS LN 083-26-062 1890 S CHRIS LN 083-26-061 1880 S CHRIS LN 083-26-060 083-26-029 2150 E KATELLA AVE 083-75-140 917 E GENE AUTRY 083-75-136 083-75-137 083-25-057 083-25-068 1845 S LEWIS ST 083-25-058 53’ 28’ 32’ 53’ 32’ 32’ 8’ 8’ 48’LT 48’RT 13’LT 13’RT 8’LT 8’RT 43’LT 43’RT 8’LT 8’RT 48’ 48’ 43’ 43’ 13’ 11’ 11’ 13’ 13’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 13’ 11’ 11’ 11’ 13’ 11’ 13’ 11’ 11’ 11’ 13’ 53’ 200’ 12’ 100’ 140’ 53’ 43’ 53’ 57.5’ 57.5’ 57.5’ 57.5’ 14.5’ 14.5’ 14.5’ 14.5’ 14.5’ 14.5’ 62.5’ 62.5’ CMS 43’ 43’ 32’ 28’ TS 13’ 11’ 11’ 60’ SHEET OF PLAN NUMBER DRAWN BY CHECKED BY APPROVED DATE SCALE: HORIZ. APPROVED APPROVED NO. DATE INITIAL D E S C R I P T I O N APPROVED BY FIELD BOOKS PAGES FOR STANDARD DETAILS SEE PLANS FOR THESE IMPROVEMENTS PREPARED BY: BENCH MARK NO. ELEVATION = FOR NOTES TO CONTRACTOR SEE PLAN DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DEPUTY CITY ENGINEER TRAFFIC TRANSPORTATION ENGINEER 42407 RICK KREUZER CITY OF ANAHEIM ENGINEERING DIVISION DEPARTMENT OF PUBLIC WORKS R E V I S I O N S R E F E R E N C E S 3-31-08 ENGINEERING, INC. KFM 26672 Town Center Drive #300 Foothill Ranch, CA 92610 (949) 580-3838 phone (949) 580-3837 fax 18 k:\115-anaheim\022-platinumtriangle_impl_plan\design alt2\sheets black & color\11 GeneAutry 1.dgn 11:28:32 AM 10/24/2007 USER: pdf.plt textsub.tbl 218.1818 ’ / IN. SCALE: egoss 0 1 2 3 4 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES AERIAL PHOTOGRAPH TAKEN 12/02/04 ALTERNATIVE ALT. 2 DATE: 9/25/2007 53’ 28’ 32’ 53’ 32’ 32’ TS TS 35’ 35’ 45’ 45’ 10’ 10’ 8’ 8’ 8’ 8’ 26’ 26’ 10’ 10’ 260’ 150’ 48’LT 48’RT 13’LT 13’RT 8’LT 8’RT 43’LT 43’RT 8’LT 8’RT 100’ 150’ 15’ 15’ 12’ 12’ 12’ 48’ 48’ 43’ 43’ 59’ 13’ 53’ 60’ 72’ 43’ 48’ 48’ 43’ 13’ 11’ 11’ 11’ 11’ 13’ 11’ 11’ 13’ 11’ 11’ 10’ 10’ 11’ 11’ 11’ 11’ 13’ 13’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 13’ 11’ 11’ 11’ 13’ 11’ 13’ 11’ 11’ 11’ 13’ 53’ 200’ 37’ 47’ 37’ 47’ 12’ 100’ 12’ 100’ 140’ 53’ 43’ 53’ 57.5’ 57.5’ 57.5’ 57.5’ 14.5’ 14.5’ 14.5’ 14.5’ TS 14.5’ 14.5’ 62.5’ 62.5’ 43’ 43’ 32’ 28’ TS 13’ 11’ 11’ 11’ 10’ 10’ 11’ 11’ 200’ 60’ 59’ 48’ 43’ 60’ 59’ 71’ 71’ 370’ 500’ 60’ 60’ 13’ 11’ 11’ 11’ 11’ 11’ 13’ 11’ 11’ 150’ VARIES 52’ 7’ 1’ TS 56’ 44’ 41’ PROPOSED CURB LINE PROPOSED STRIPING EXISTING RIGHT OF WAY AND PROPERTY LINE PROPOSED RIGHT OF WAY EXISTING / PROPOSED TRAFFIC SIGNAL EXISTING PARCEL OWNER AND NUMBER PROPOSED CURB LINE DIMENSION PROPOSED RIGHT OF WAY DIMENSION EXISTING CURB LINE DIMENSION PROPOSED BUS STOP WITH CONCRETE PAD PROPOSED RIGHT OF WAY ACQUISITION EXISTING CURB JANE DOE AP# 128-081-24 LEGEND R/W DEDICATED (NO COST TO PLATINUM) PROPOSED BRIDGE WIDENING 53’ 28’ 32’ 53’ 32’ 32’ 8’ 8’ 48’LT 48’RT 13’LT 13’RT 8’LT 8’RT 43’LT 43’RT 8’LT 8’RT 48’ 48’ 43’ 43’ 13’ 11’ 13’ 11’ 11’ 13’ 13’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 13’ 11’ 11’ 11’ 13’ 11’ 13’ 11’ 11’ 11’ 13’ 53’ 200’ 60’ 12’ 100’ 140’ 53’ 43’ 53’ 57.5’ 57.5’ 57.5’ 57.5’ 14.5’ 14.5’ 14.5’ 14.5’ 14.5’ 14.5’ 62.5’ 62.5’ PLATINUM TRIANGLE IMPLEMENTATION PLAN G-1 STATE COLLEGE BOULEVARD GENE AUTRY WAY GENE AUTRY WAY from I-5 to State College Boulevard S. BETMOR LANE SANTA CRUZ STREET STANFORD COURT SANTA CRUZ STREET GENE AUTRY WAY I-5 to STATE COLLEGE BOULEVARD SEE "SC" PLANS SEE "SC" PLANS PROPOSED LEWIS STREET ALIGNMENT SEE PLANS 11 FUTURE IMPROVEMENTS (BY OTHERS) PROJECT LIMIT PROJECT LIMIT PROJECT LIMIT BEGIN PROJECT 4A PROJECT 6 LIMIT END PROJECT 4A PROJECT 2A LIMIT ANAHEIM WAY ANAHEIM WAY MARKET ST. ---PAGE BREAK--- SHEET OF PLAN NUMBER DRAWN BY CHECKED BY APPROVED DATE SCALE: HORIZ. APPROVED APPROVED NO. DATE INITIAL D E S C R I P T I O N APPROVED BY FIELD BOOKS PAGES FOR STANDARD DETAILS SEE PLANS FOR THESE IMPROVEMENTS PREPARED BY: BENCH MARK NO. ELEVATION = FOR NOTES TO CONTRACTOR SEE PLAN DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DEPUTY CITY ENGINEER TRAFFIC TRANSPORTATION ENGINEER CITY OF ANAHEIM ENGINEERING DIVISION DEPARTMENT OF PUBLIC WORKS R E V I S I O N S R E F E R E N C E S ENGINEERING, INC. KFM 26672 Town Center Drive #300 Foothill Ranch, CA 92610 (949) 580-3838 phone (949) 580-3837 fax 18 K:\115-Anaheim\022-PlatinumTriangle_Impl_Plan\Design Alt2\Sheets Black & Color\12 GeneAutry 2.dgn 2:45:34 PM 10/24/2007 USER: pdf.plt TEXTSUB.TBL 218.1818 ’ / IN. SCALE: egoss 0 1 2 3 4 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES AERIAL PHOTOGRAPH TAKEN 12/02/04 ALTERNATIVE ALT. 2 WAKEFIELD AVENUE HASTER STREET APN 137-321-88 APN 137-321-85 1915 S. Manchester Ave. APN 137-321-33 APN 137-431-01 APN137-342-20 APN 137-342-09 APN 137-343-08 APN137-341-08 LEATRICE LANE 1929 S. Manchester Ave. 105 E. Wakefield Ave. 108 E. Wakefield Ave. 105 E. Leatrice Ln. 104 E. Leatrice Ln. 1844 S. Haster St. 1835 S. Manchester Ave. APN 137-321-92 1949 S. Manchester Ave. N.T.S. I-5 FREEWAY 1949 S. Manchester Ave. APN 137-441-08 GENE AUTRY WAY I-5 FREEWAY 1949 S. Manchester Ave. APN 137-441-08 GENE AUTRY WAY APN 137-321-34 1935 S. Manchester Ave. 2001 S. Manchester APN 137-441-27 BUILDINGS / UNITS AFFECTED COMMERCIAL - FULL (2 BUILDINGS) RESIDENTIAL - FULL (13 UNITS) RESIDENTIAL - PARTIAL (5 UNITS) MOBILE HOMES - POTENTIAL (7 UNITS) MOBILE HOMES - FULL (72 UNITS) PLATINUM TRIANGLE IMPLEMENTATION PLAN GENE AUTRY WAY G-2 12 from I-5 to Haster Street PROJECT 4B DATE: 9/25/2007 ---PAGE BREAK--- 08224111 082-24-118 082-24-117 082-241-16 521 E. KATELLA 082-24-115 801 E. KATELLA 082-24-114 083-250-61 700 E. KATELLA 083-25-064 083-25-039 710 E. KATELLA 083-250-45 083-25-054 507 E. KATELLA 082-241-24 1771 S CLAUDINA 082-24-209 1711 S CLAUDINA 082-24-208 082-24-123 507 E. KATELLA 082-24-120 1631 S. CLAUDINA WAY 082-24-203 1645 S. CLAUDINA WAY 082-24-204 1655 S. CLAUDINA WAY 082-24-205 1665 S. CLAUDINA WAY 08-[PHONE REDACTED] S. CLAUDINA WAY 082-24-207 082-24-211 082-24-212 137-32-093 137-32-094 137-32-091 082-23-074 082-23-230 26’ 11’ 11’ 11’ 13’ 11’ 11’ 11’ 13’ JOIN EX. JOIN EX. JOIN EX. JOIN EX. 61’ 47’ TS 13’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 13’ 11’ 13’ 13’ 400’ 72’ 80’ SHEET OF PLAN NUMBER DRAWN BY CHECKED BY APPROVED DATE SCALE: HORIZ. APPROVED APPROVED NO. DATE INITIAL D E S C R I P T I O N APPROVED BY FIELD BOOKS PAGES FOR STANDARD DETAILS SEE PLANS FOR THESE IMPROVEMENTS PREPARED BY: BENCH MARK NO. ELEVATION = FOR NOTES TO CONTRACTOR SEE PLAN DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DEPUTY CITY ENGINEER TRAFFIC TRANSPORTATION ENGINEER 42407 RICK KREUZER CITY OF ANAHEIM ENGINEERING DIVISION DEPARTMENT OF PUBLIC WORKS R E V I S I O N S R E F E R E N C E S 3-31-08 ENGINEERING, INC. KFM 26672 Town Center Drive #300 Foothill Ranch, CA 92610 (949) 580-3838 phone (949) 580-3837 fax 18 k:\115-anaheim\022-platinumtriangle_impl_plan\design alt2\sheets black & color\13 Anaheim 1.dgn 11:29:37 AM 10/24/2007 USER: pdf.plt textsub.tbl 218.1818 ’ / IN. SCALE: egoss 0 1 2 3 4 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES AERIAL PHOTOGRAPH TAKEN 12/02/04 ALTERNATIVE ALT. 2 DATE: 9/25/2007 26’ 11’ 11’ 11’ 13’ 11’ 11’ 11’ 13’ 13’ 11’ 11’ 11’ 11’ 11’ 11’ 13’ 11’ 11’ 13’ 11’ 11’ 11’ 11’ 11’ 11’ 13’ JOIN EX. JOIN EX. JOIN EX. JOIN EX. 250’ 15’ 12’ 11’ 83’ 72’ 70’ 59’ 47’ 47’ 60’ 60’ 200’ 61’ 47’ 59’LT 70’LT TS TS 58’ 11’ 11’ 11’ 13’ 320’ 13’ 11’ 11’ 11’ 11’ 12’ 15’ 11’ 11’ 13’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 13’ 11’ 13’ 11’ 11’ 11’ 11’ 11’ 13’ 13’ 11’ 11’ 11’ 13’ 11’ 11’ 11’ 11’ 42’ 42’ ADD OVERLAP NBR PHASE 13’ 400’ 72’ 80’ 11’ 11’ 11’ 400’ TS 56’ 44’ 41’ PROPOSED CURB LINE PROPOSED STRIPING EXISTING RIGHT OF WAY AND PROPERTY LINE PROPOSED RIGHT OF WAY EXISTING / PROPOSED TRAFFIC SIGNAL EXISTING PARCEL OWNER AND NUMBER PROPOSED CURB LINE DIMENSION PROPOSED RIGHT OF WAY DIMENSION EXISTING CURB LINE DIMENSION PROPOSED BUS STOP WITH CONCRETE PAD PROPOSED RIGHT OF WAY ACQUISITION EXISTING CURB JANE DOE AP# 128-081-24 LEGEND R/W DEDICATED (NO COST TO PLATINUM) PROPOSED BRIDGE WIDENING 26’ 11’ 11’ 11’ 13’ 11’ 11’ 11’ 13’ JOIN EX. JOIN EX. JOIN EX. JOIN EX. 61’ 47’ TS PLATINUM TRIANGLE IMPLEMENTATION PLAN A-1 ANAHEIM WAY ANAHEIM WAY ALIGNMENT MATCHLINE PLAN NO. A-2 ANAHEIM BOULEVARD I-5 KATELLA AVENUE DISNEY WAY CLAUDINA WAY ANAHEIM WAY SEE PLANS 13 from 650’ n/o Katella Avenue to 600’ s/o Katella Avenue BEGIN PROJECT 5 PROJECT 1A LIMIT END PROJECT 5 END PROJECT 5 PROJECT 1D LIMIT ---PAGE BREAK--- 250-61 083-25-039 710 E. KATELLA 083-250-45 1815 S. LEWIS 083-25-046 1818 S. LEWIS 083-75-103 914 E. KATELLA 083-75-104 1822 S. LEWIS 083-75-105 1826 S. LEWIS 083-75-117 083-25-054 1835 S. LEWIS 083-25-049 1844 S. LEWIS 083-75-116 1016 E. KATELLA 083-75-115 083-250-23 083-29-108 083-29-109 083-29-091 1970 S SANTA CRUZ ST 083-29-063 1990 S SANTA CRUZ ST 083-29-062 1130 E GENE AUTRY WAY 083-29-082 1170 E GENE AUTRY WAY 083-29-089 1200 E GENE AUTRY WAY 083-29-080 1250 E GENE AUTRY WAY 083-29-084 1300 E GENE AUTRY WAY 083-29-094 1185 E CTANFORD CT 083-29-068 1165 E STANFORD CT 083-29-059 1145 E STANFORD CT 083-29-060 1125 E STANFORD CT 083-29-061 2000 S SANTA CRUZ ST 083-29-071 1150 E STANFORD CT 083-29-070 1190 E STANFORD CT 083-29-069 23020 S SANTA CRUZ ST 083-29-072 2040 S SANTA CRUZ ST 083-29-085 2050 S STANA CRUZ ST 083-29-086 1515 E ORANGEWOOD AVE 232-08-119 083-29-077 232-08-120 2848 N SAWGRASS DR 232-08-116 232-08-105 1601 E ORANGEWOOD AVE 232-08-122 2884 N SAWGRASS DR 232-08-107 1101 E ORANGWOOD AVE 200 232-08-106 917 E GENE AUTRY 083-75-139 1899 S SANTA CRUZ ST 083-75-131 1885 S SANTA CRUZ ST 083-75-119 971 E GENE AUTRY WAY 083-75-138 1875 S SANTA CRUZ ST 083-75-120 1875 S SANTA CRUZ ST 083-75-121 1865 S SANTA CRUZ 083-75-122 1101 E GENE AUTRY WAY 083-75-133 1894 S SANTA CRUZ ST 083-75-128 1884 S SANTA CRUZ ST 083-75-127 1874 S SANTA CRUZ 083-75-126 1864 S SANTA CRUZ ST 083-75-125 1854 S SANTA CRUZ 083-75-124 1855 S SANTA CRUZ ST 083-75-123 1881 S BETMOR LN 083-26-046 1891 S BETMOR LN 083-26-045 1901 S BETMOR LN 083-26-042 1911 S BETMOR LN 083-26-069 2115 E ORANGEWOOD AVE 083-26-067 2150 E KATELLA AVE 083-75-140 917 E GENE AUTRY 083-75-136 083-75-137 083-25-057 083-25-068 1845 S LEWIS ST 083-25-058 45’ 10’ 50’ 60’ 77’ 72’ 44’ 20’ 7’ 53’ 11’ (150’) 100’ 150’ 15’ 15’ 12’ 12’ 12’ 8’(B) 12’ 11’ 11’ 11’ 11’ 12’ 8’(B) 8’(B) 11’ 11’ 11’ 13’ 12’ 11’ 12’ 8’(B) 11’ 13’ 11’ 11’ 11’ 13’ 37’ 37’ 47’ 37’ 47’ 37’ 140’ 62’ 77’ TS TS 11’ 87’ 300’ 300’ 300’ 13’ TS SHEET OF PLAN NUMBER DRAWN BY CHECKED BY APPROVED DATE SCALE: HORIZ. APPROVED APPROVED NO. DATE INITIAL D E S C R I P T I O N APPROVED BY FIELD BOOKS PAGES FOR STANDARD DETAILS SEE PLANS FOR THESE IMPROVEMENTS PREPARED BY: BENCH MARK NO. ELEVATION = FOR NOTES TO CONTRACTOR SEE PLAN DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DEPUTY CITY ENGINEER TRAFFIC TRANSPORTATION ENGINEER 42407 RICK KREUZER CITY OF ANAHEIM ENGINEERING DIVISION DEPARTMENT OF PUBLIC WORKS R E V I S I O N S R E F E R E N C E S 3-31-08 ENGINEERING, INC. KFM 26672 Town Center Drive #300 Foothill Ranch, CA 92610 (949) 580-3838 phone (949) 580-3837 fax 18 k:\115-anaheim\022-platinumtriangle_impl_plan\design alt2\sheets black & color\14 Anaheim 2.dgn 11:30:05 AM 10/24/2007 USER: pdf.plt textsub.tbl 218.1818 ’ / IN. SCALE: egoss 0 1 2 3 4 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES AERIAL PHOTOGRAPH TAKEN 12/02/04 ALTERNATIVE ALT. 2 DATE: 9/25/2007 50’ 35’ 35’ 45’ 45’ 10’ 10’ 8’ 8’ 50’ 60’ 77’ 72’ 44’ 20’ 7’ 53’ 26’ 26’ 10’ 10’ 11’ 11’ 11’ 13’ 11’ 11’ 11’ 13’ 11’ 11’ 11’ 11’ 13’ JOIN EX. 12’ (150’) 11’ (150’) 250’ 15’ 12’ 11’ 100’ 150’ 15’ 15’ 12’ 12’ 12’ 200’ 100’ 8’(B) 12’ 11’ 11’ 11’ 11’ 12’ 8’(B) 12’ 11’ 11’ 11’ 11’ 12’ 8’(B) 8’(B) 11’ 11’ 11’ 13’ 12’ 11’ 12’ 8’(B) 72’ 11’ 13’ 11’ 11’ 11’ 13’ 37’ 37’ 47’ 37’ 47’ 37’ 140’ 62’ 62’ 77’ 62’LT 53’ 43’ TS TS TS 11’ 87’ 11’ 11’ 11’ 13’ VAR. VAR. 50’ 40’ 20’ 20’ 48’ 58’ 320’ 300’ 300’ 300’ 13’ 11’ 12’ TS TS 56’ 44’ 41’ PROPOSED CURB LINE PROPOSED STRIPING EXISTING RIGHT OF WAY AND PROPERTY LINE PROPOSED RIGHT OF WAY EXISTING / PROPOSED TRAFFIC SIGNAL EXISTING PARCEL OWNER AND NUMBER PROPOSED CURB LINE DIMENSION PROPOSED RIGHT OF WAY DIMENSION EXISTING CURB LINE DIMENSION PROPOSED BUS STOP WITH CONCRETE PAD PROPOSED RIGHT OF WAY ACQUISITION EXISTING CURB JANE DOE AP# 128-081-24 LEGEND R/W DEDICATED (NO COST TO PLATINUM) PROPOSED BRIDGE WIDENING 45’ 10’ 50’ 60’ 77’ 72’ 44’ 20’ 7’ 53’ 11’ (150’) 100’ 150’ 15’ 15’ 12’ 12’ 12’ 8’(B) 12’ 11’ 11’ 11’ 11’ 12’ 8’(B) 8’(B) 11’ 11’ 11’ 13’ 12’ 11’ 12’ 8’(B) 11’ 13’ 11’ 11’ 11’ 13’ 37’ 37’ 47’ 37’ 47’ 37’ 140’ 62’ 66’ 66’LT 62’LT TS TS PLATINUM TRIANGLE IMPLEMENTATION PLAN A-2 ANAHEIM WAY ALIGNMENT MATCHLINE PLAN NO. A-1 I-5 ANAHEIM WAY from 600’ s/o Katella Avenue to Orangewood Avenue GENE AUTRY WAY ANAHEIM WAY STANFORD COURT SANTA CRUZ STREET LEWIS STREET ORANGEWOOD AVENUE SEE PLANS SEE PLANS SEE PLANS MANCHESTER AVENUE 14 PROJECT 6 LIMIT END PROJECT 5 PROJECT 3A LIMIT PROJECT 6 LIMIT END PROJECT 5 BEGIN PROJECT 5 PROJECT 3A LIMIT END PROJECT 5 RETAINING WALL ---PAGE BREAK--- 08224111 082-241-16 521 E. KATELLA 082-24-115 801 E. KATELLA 082-24-114 083-250-61 700 E. KATELLA 083-25-064 083-25-039 710 E. KATELLA 083-250-45 1815 S. LEWIS 083-25-046 1818 S. LEWIS 083-75-103 914 E. KATELLA 083-75-104 1822 S. LEWIS 083-75-105 1826 S. LEWIS 083-75-117 1000 E. KATELLA 083-75-113 1016 E. KATELLA 083-75-114 1016 E. KATELLA 083-75-101 905 E. KATELLA 082-26-057 917 E. KATELLA 082-26-067 083-25-054 1835 S. LEWIS 083-25-049 1871 S. BETMOR 1771 S. LEWIS 082-24-113 1844 S. LEWIS 083-75-116 1016 E. KATELLA 083-75-115 083-250-23 083-29-108 083-29-109 083-29-091 1970 S SANTA CRUZ ST 083-29-063 1990 S SANTA CRUZ ST 083-29-062 1130 E GENE AUTRY WAY 083-29-082 917 E GENE AUTRY 083-75-139 1899 S SANTA CRUZ ST 083-75-131 1885 S SANTA CRUZ ST 083-75-119 971 E GENE AUTRY WAY 083-75-138 1875 S SANTA CRUZ ST 083-75-120 1875 S SANTA CRUZ ST 083-75-121 1865 S SANTA CRUZ 083-75-122 1101 E GENE AUTRY WAY 083-75-133 1894 S SANTA CRUZ ST 083-75-128 1884 S SANTA CRUZ ST 083-75-127 1874 S SANTA CRUZ 083-75-126 1864 S SANTA CRUZ ST 083-75-125 1854 S SANTA CRUZ 083-75-124 1855 S SANTA CRUZ ST 083-75-123 1881 S BETMOR LN 083-26-046 1891 S BETMOR LN 083-26-045 1901 S BETMOR LN 083-26-042 1911 S BETMOR LN 083-26-069 2150 E KATELLA AVE 083-75-140 917 E GENE AUTRY 083-75-136 083-75-137 083-25-057 083-25-068 1845 S LEWIS ST 083-25-058 35’ 35’ 45’ 45’ 10’ 10’ 8’ 8’ 26’ 26’ 10’ 10’ 250’ 15’ 12’ 11’ 100’ 150’ 15’ 15’ 12’ 12’ 12’ 13’ 37’ 47’ TS 11’ 11’ 11’ 13’ VAR. VAR. 50’ 40’ 20’ 20’ 48’ 58’ 320’ SHEET OF PLAN NUMBER DRAWN BY CHECKED BY APPROVED DATE SCALE: HORIZ. APPROVED APPROVED NO. DATE INITIAL D E S C R I P T I O N APPROVED BY FIELD BOOKS PAGES FOR STANDARD DETAILS SEE PLANS FOR THESE IMPROVEMENTS PREPARED BY: BENCH MARK NO. ELEVATION = FOR NOTES TO CONTRACTOR SEE PLAN DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DEPUTY CITY ENGINEER TRAFFIC TRANSPORTATION ENGINEER 42407 RICK KREUZER CITY OF ANAHEIM ENGINEERING DIVISION DEPARTMENT OF PUBLIC WORKS R E V I S I O N S R E F E R E N C E S 3-31-08 ENGINEERING, INC. KFM 26672 Town Center Drive #300 Foothill Ranch, CA 92610 (949) 580-3838 phone (949) 580-3837 fax 18 k:\115-anaheim\022-platinumtriangle_impl_plan\design alt2\sheets black & color\15 Lewis 1.dgn 11:30:43 AM 10/24/2007 USER: pdf.plt textsub.tbl 218.1818 ’ / IN. SCALE: egoss 0 1 2 3 4 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES AERIAL PHOTOGRAPH TAKEN 12/02/04 ALTERNATIVE ALT. 2 DATE: 9/25/2007 35’ 35’ 45’ 45’ 10’ 10’ 8’ 8’ 26’ 26’ 10’ 10’ 26’ 11’ 11’ 11’ 13’ 11’ 11’ 11’ 13’ 13’ 11’ 11’ 11’ 11’ 11’ 11’ 13’ 11’ 11’ 13’ 11’ 11’ 11’ 11’ 11’ 11’ 13’ JOIN EX. JOIN EX. JOIN EX. 250’ 15’ 12’ 11’ 100’ 150’ 15’ 15’ 12’ 12’ 12’ 70’ 59’ 83’ 72’ 83’ 72’ 70’ 59’ 47’ 47’ 60’ 60’ 200’ 47’ 47’ 60’ 60’ 100’ 13’ 13’ 37’ 47’ 37’ 47’ 37’ 59’LT 70’LT TS TS 300’ 500’ 58’ 32’ 48’ 40’ 50’ 32’ JOIN EX. JOIN EX. 11’ 11’ 11’ 13’ VAR. VAR. 50’ 40’ 20’ 20’ 48’ 58’ 320’ 13’ 11’ 11’ 11’ 11’ 12’ 15’ 11’ 11’ 400’ 11’ 11’ 300’ 500’ 58’ 32’ 48’ 40’ 50’ 32’ JOIN EX. JOIN EX. 13’ 11’ 11’ 11’ 11’ 12’ 15’ TS 56’ 44’ 41’ PROPOSED CURB LINE PROPOSED STRIPING EXISTING RIGHT OF WAY AND PROPERTY LINE PROPOSED RIGHT OF WAY EXISTING / PROPOSED TRAFFIC SIGNAL EXISTING PARCEL OWNER AND NUMBER PROPOSED CURB LINE DIMENSION PROPOSED RIGHT OF WAY DIMENSION EXISTING CURB LINE DIMENSION PROPOSED BUS STOP WITH CONCRETE PAD PROPOSED RIGHT OF WAY ACQUISITION EXISTING CURB JANE DOE AP# 128-081-24 LEGEND R/W DEDICATED (NO COST TO PLATINUM) PROPOSED BRIDGE WIDENING 35’ 35’ 45’ 45’ 10’ 10’ 8’ 8’ 35’ 35’ 45’ 45’ 10’ 10’ 8’ 8’ 26’ 26’ 10’ 10’ 200’ 15’ 15’ 12’ 12’ 12’ 100’ 150’ 15’ 15’ 12’ 12’ 12’ 13’ 37’ 47’ TS PLATINUM TRIANGLE IMPLEMENTATION PLAN L-1 KATELLA AVENUE LEWIS STREET I-5 ANAHEIM WAY LEWIS STREET ALIGNMENT from Gene Autry Way to 810’ n/o Katella Avenue LEWIS STREET GENE AUTRY WAY to KATELLA AVENUE GENE AUTRY WAY LEWIS STREET SEE PLANS SEE PLANS TOE OF SLOPE TOE OF SLOPE 15 END PROJECT 6 PROJECT 1A LIMIT BEGIN PROJECT 6 PROJECT 5 LIMIT END PROJECT 6 PROJECT 1A LIMIT BEGIN PROJECT 6 END PROJECT 6 ---PAGE BREAK--- 38652117 RAILROAD 38652116 38652115 2560 E. KATELLA 232-07-101 2600 E. KATELLA 232-07-205 1750 S. DOUGLASS 232-07-203 1751 S. DOUGLASS 232-07-103 2695 E. KATELLA 253-52-116 253-60-101 1601 S. SINCLAIR 253-611-02 1580 S. SINCLAIR 253-611-03 253-61-101 1591 S SINCLAIR 253-61-201 1560 S. SINCLAIR 253-60-102 44’ 32’ 57’ 45’ 13’ 12’ 12’ 12’ 14’ 14’ 33’ 13’ 12’ 12’ 11’ 11’ 60’ 75’ 18’ 18’ 75’ 66’ 52’ 60’ 48’ 11’ 11’ 250’ 18’LT 400’ 86’ 74’ 61’ 13’ 12’ 12’ 12’ 99’ 76’ 66’ 51’ 63’ CALTRANS LIMIT LINE TS 12’ 13’ 11’ 11’ 11’ 57’ 44’ 13’ 11’ 11’ 11’ 11’ 11’ 13’ 18’ 94’ 84’ 11’ 11’ 11’ 11’ 11’ 13’ 13’ 11’ 11’ 11’ 12’ 12’ 12’ 14’ CMS 12’ 12’ 8’ 52’ 65’ 44’ 34’ 57’ 44’ 54’ 11’ 67’ 43’ 11’ 11’ 12’ 14’ 13’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 13’ 11’ 11’ 11’ 11’ 11’ 13’ 11’ 11’ 11’ 11’ SHEET OF PLAN NUMBER DRAWN BY CHECKED BY APPROVED DATE SCALE: HORIZ. APPROVED APPROVED NO. DATE INITIAL D E S C R I P T I O N APPROVED BY FIELD BOOKS PAGES FOR STANDARD DETAILS SEE PLANS FOR THESE IMPROVEMENTS PREPARED BY: BENCH MARK NO. ELEVATION = FOR NOTES TO CONTRACTOR SEE PLAN DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DEPUTY CITY ENGINEER TRAFFIC TRANSPORTATION ENGINEER 42407 RICK KREUZER CITY OF ANAHEIM ENGINEERING DIVISION DEPARTMENT OF PUBLIC WORKS R E V I S I O N S R E F E R E N C E S 3-31-08 ENGINEERING, INC. KFM 26672 Town Center Drive #300 Foothill Ranch, CA 92610 (949) 580-3838 phone (949) 580-3837 fax 18 k:\115-anaheim\022-platinumtriangle_impl_plan\design alt2\sheets black & color\16 Douglass 1.dgn 11:31:22 AM 10/24/2007 USER: pdf.plt textsub.tbl 218.1818 ’ / IN. SCALE: egoss 0 1 2 3 4 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES AERIAL PHOTOGRAPH TAKEN 12/02/04 ALTERNATIVE ALT. 2 DATE: 9/25/2007 44’ 32’ 57’ 45’ 13’ 12’ 12’ 12’ 14’ 14’ 33’ 13’ 12’ 12’ 11’ 11’ 60’ 75’ 18’ 18’ 75’ 66’ 52’ 60’ 48’ 11’ 11’ 250’ 18’LT 400’ 86’ 74’ 61’ 13’ 12’ 12’ 12’ 99’ 76’ 66’ 51’ 63’ CALTRANS LIMIT LINE TS 12’ 13’ 11’ 11’ 11’ 57’ 44’ 13’ 11’ 11’ 11’ 11’ 11’ 13’ 18’ 94’ 84’ 11’ 11’ 11’ 11’ 11’ 13’ 13’ 11’ 11’ 11’ 12’ 12’ 12’ 14’ 12’ 12’ 8’ 52’ 65’ 44’ 34’ 57’ 44’ 54’ 11’ 67’ 43’ 11’ 11’ 12’ 14’ 13’ 11’ 11’ 11’ 11’ 11’ 11’ 11’ 13’ 11’ 11’ 11’ 11’ 11’ 13’ 11’ 11’ 11’ 11’ TS 56’ 44’ 41’ PROPOSED CURB LINE PROPOSED STRIPING EXISTING RIGHT OF WAY AND PROPERTY LINE PROPOSED RIGHT OF WAY EXISTING / PROPOSED TRAFFIC SIGNAL EXISTING PARCEL OWNER AND NUMBER PROPOSED CURB LINE DIMENSION PROPOSED RIGHT OF WAY DIMENSION EXISTING CURB LINE DIMENSION PROPOSED BUS STOP WITH CONCRETE PAD PROPOSED RIGHT OF WAY ACQUISITION EXISTING CURB JANE DOE AP# 128-081-24 LEGEND R/W DEDICATED (NO COST TO PLATINUM) PROPOSED BRIDGE WIDENING 44’ 32’ 57’ 45’ 13’ 12’ 12’ 12’ 14’ 14’ 12’ 12’ 12’ 12’ 14’ 14’ 12’ 45’ 13’ 12’ 12’ VAR 11’ 11’ 60’ 75’ 18’ 18’ 75’ 66’ 51’ 60’ 47’ 12’ 12’ 15’ 11’ 11’ 12’ 12’ 12’ 250’ 18’LT 14’ 300’ 68’ 57’ 57’ 44’ 14’ 12’ 12’ 12’ 12’ 12’ 14’ 45’ 12’ 12’ 12’ 68’ 81’ 81’ 72’ 66’ 51’ 68’ 59’ CALTRANS LIMIT LINE CALTRANS LIMIT LINE TS 12’ 12’ 12’ 12’ 13’ 11’ 11’ 12’ 12’ 12’ VAR JOIN EX. 47’RT 33’ 43’ PLATINUM TRIANGLE IMPLEMENTATION PLAN D-1 KATELLA AVENUE DOUGLASS ROAD ALIGNMENT from Katella Avenue to 1,000’ n/o Katella Avenue DOUGLASS ROAD SR-57 DOUGLASS ROAD KATELLA AVENUE to CERRITOS AVENUE SEE PLANS 16 PLATINUM TRIANGLE BOUNDARY SEE PLANS BEGIN PROJECT 7 PROJECT 1C LIMIT END PROJECT 7 END PROJECT 7 PROJECT 1C LIMIT R/W DEDICATION FOR ARTIC (NO COST TO PLATINUM TRI.) BEGIN PROJECT 7 JOIN EXISTING ---PAGE BREAK--- 1540 S PAGE CT 253-06-114 2220 E CERRITOS AVE. 253-06-112 253-61-101 1550 S SUNKIST ST 253-58-101 1530 S. SINCLAIR ST. 253-59-209 1520 S SINCLAIR ST 253-59-208 1531 S SINCLAIR ST 253-58-112 1525 S SINCLAIR ST 253-58-111 1520 S HARRIS CT 253-58-107 2530 E CERRITOS AVE 253-58-108 1501 S. HARRIS CT 253-58-103 1515 S HARRIS CT 253-58-104 1500 S SUNKIST ST 253-58-102 2550 E. CERRITOS AVE 253-58-115 2570 E CERRITOS AVE 253-59-211 2590 E CERRITOS AVE 253-59-212 1571 S SUNKIST ST 253-06-120 30’ 325’ 40’ 41’ 11’ 11’ 13’ SHEET OF PLAN NUMBER DRAWN BY CHECKED BY APPROVED DATE SCALE: HORIZ. APPROVED APPROVED NO. DATE INITIAL D E S C R I P T I O N APPROVED BY FIELD BOOKS PAGES FOR STANDARD DETAILS SEE PLANS FOR THESE IMPROVEMENTS PREPARED BY: BENCH MARK NO. ELEVATION = FOR NOTES TO CONTRACTOR SEE PLAN DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DEPUTY CITY ENGINEER TRAFFIC TRANSPORTATION ENGINEER 42407 RICK KREUZER CITY OF ANAHEIM ENGINEERING DIVISION DEPARTMENT OF PUBLIC WORKS R E V I S I O N S R E F E R E N C E S 3-31-08 ENGINEERING, INC. KFM 26672 Town Center Drive #300 Foothill Ranch, CA 92610 (949) 580-3838 phone (949) 580-3837 fax 18 k:\115-anaheim\022-platinumtriangle_impl_plan\design alt2\sheets black & color\17 Cerritos 1.dgn 11:31:49 AM 10/24/2007 USER: pdf.plt textsub.tbl 218.1818 ’ / IN. SCALE: egoss 0 1 2 3 4 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES AERIAL PHOTOGRAPH TAKEN 12/02/04 ALTERNATIVE ALT. 2 DATE: 9/25/2007 TS 56’ 44’ 41’ PROPOSED CURB LINE PROPOSED STRIPING EXISTING RIGHT OF WAY AND PROPERTY LINE PROPOSED RIGHT OF WAY EXISTING / PROPOSED TRAFFIC SIGNAL EXISTING PARCEL OWNER AND NUMBER PROPOSED CURB LINE DIMENSION PROPOSED RIGHT OF WAY DIMENSION EXISTING CURB LINE DIMENSION PROPOSED BUS STOP WITH CONCRETE PAD PROPOSED RIGHT OF WAY ACQUISITION EXISTING CURB JANE DOE AP# 128-081-24 LEGEND R/W DEDICATED (NO COST TO PLATINUM) PROPOSED BRIDGE WIDENING SUNKIST STREET CERRITOS AVENUE HARRIS COURT SINCLAIR STREET UPRR SR 57 SUNKIST STREET PLATINUM TRIANGLE IMPLEMENTATION PLAN C-1 17 THESE IMPROVEMENTS WILL BE CONSTRUCTED AS PART OF PROJECT 2B NOTE: CERRITOS AVENUE ALIGNMENT from Sunkist Street to 500’ e/o Sunkist Street ---PAGE BREAK--- 2:1 SLOPE 2:1 SLOPE 2:1 SLOPE BEGIN PROJECT 11 RETAINING WALL AT TOE OF SLOPE RETAINING WALL AT TOE OF SLOPE BRIDGE WIDENING DOUGLASS ROAD KATELLA AVENUE CERRITOS AVENUE SR-57 PLATINUM TRIANGLE IMPLEMENTATION PLAN SR57 ALIGNMENT SR57-1 18 from 650’ w/o Cerritos Avenue to Katella Avenue 12’ 12’ 12’ 14’ 14’ 12’ 12’ 12’ 12’ 14’ 14’ 12’ 13’ 12’ 12’ VAR 11’ 11’ 18’ 14’ 12’ 12’ 12’ 12’ 12’ 14’ 12’ 12’ 12’ 68’ 81’ 72’ CALTRANS LIMIT LINE CALTRANS LIMIT LINE TS 12’ 12’ 12’ 12’ 13’ 11’ 11’ 12’ 12’ 12’ VAR 1650 S. SINCLAIR 253-60-101 1551 S DOUGLASS 253-59-101 1601 S. SINCLAIR 253-611-02 1580 S. SINCLAIR 253-611-03 1640 S. SINCLAIR 253-61-106 1641 S SINCLAIR 253-61-101 1591 S SINCLAIR 253-61-201 1560 S HARRIS CT 253-58-106 1555 S SINCLAIR ST 253-58-116 1550 S. SINCLAIR ST 253-59-210 1530 S. SINCLAIR ST. 253-59-209 1520 S SINCLAIR ST 253-59-208 1531 S SINCLAIR ST 253-58-112 1525 S SINCLAIR ST 253-58-111 1520 S HARRIS CT 253-58-107 2530 E CERRITOS AVE 253-58-108 2550 E. CERRITOS AVE 253-58-115 2570 E CERRITOS AVE 253-59-211 2590 E CERRITOS AVE 253-59-212 1560 S. SINCLAIR 253-60-102 12’ 12’ 12’ 14’ 14’ 13’ 11’ 11’ 11’ 12’ 12’ 12’ 14’ CMS 12’ 12’ 8’ 12’ 8’ 12’ 10’ 1300’ AUX. LANE 12’ 10’ 250’ SHEET OF PLAN NUMBER DRAWN BY CHECKED BY APPROVED DATE SCALE: HORIZ. APPROVED APPROVED NO. DATE INITIAL D E S C R I P T I O N APPROVED BY FIELD BOOKS PAGES FOR STANDARD DETAILS SEE PLANS FOR THESE IMPROVEMENTS PREPARED BY: BENCH MARK NO. ELEVATION = FOR NOTES TO CONTRACTOR SEE PLAN DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DEPUTY CITY ENGINEER TRAFFIC TRANSPORTATION ENGINEER 42407 RICK KREUZER CITY OF ANAHEIM ENGINEERING DIVISION DEPARTMENT OF PUBLIC WORKS R E V I S I O N S R E F E R E N C E S 3-31-08 ENGINEERING, INC. KFM 26672 Town Center Drive #300 Foothill Ranch, CA 92610 (949) 580-3838 phone (949) 580-3837 fax 18 k:\115-anaheim\022-platinumtriangle_impl_plan\design alt2\sheets black & color\18 SR57-1.dgn 11:32:07 AM 10/24/2007 USER: pdf.plt textsub.tbl 218.181818 ’ / IN. SCALE: egoss 0 1 2 3 4 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES AERIAL PHOTOGRAPH TAKEN 12/02/04 ALTERNATIVE ALT. 2 DATE: 9/25/2007 TS 56’ 44’ 41’ PROPOSED CURB LINE PROPOSED STRIPING EXISTING RIGHT OF WAY AND PROPERTY LINE PROPOSED RIGHT OF WAY EXISTING / PROPOSED TRAFFIC SIGNAL EXISTING PARCEL OWNER AND NUMBER PROPOSED CURB LINE DIMENSION PROPOSED RIGHT OF WAY DIMENSION EXISTING CURB LINE DIMENSION PROPOSED BUS STOP WITH CONCRETE PAD PROPOSED RIGHT OF WAY ACQUISITION EXISTING CURB JANE DOE AP# 128-081-24 LEGEND R/W DEDICATED (NO COST TO PLATINUM) PROPOSED BRIDGE WIDENING