Item 18 - Traffic Signal Installation at Segerstrom Avenue and Rosewood Avenue

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UTILITY POLE 12 CONCRETE C CONCRETE 01 TYPE B-1 CURB, PER PAVING - STAMPED STD. PLAN NO.1101. TYPE 1 8 CURB CURB BEYOND BEYOND V CQ G J tY H U (Y Cf) SEWER PLAN AND 10 PROFILE LU PER STRUCTURAL CONCRETE RETAINING CURB ASPHALT PE CONCREI FLUSH CUF TRUNCATE DOME CONCRETE PAVINC PEDESTRIP SEWER PLA AND PROFIL CONCRETE 02 RETAINING CURB g PER STRUCTURAL TRUNCATED DOME 01 PAVER g C-0 0-) d Q 4 4 ° iK d d _1 r ° UTILITY POLE 12 EXISTING CONCRETE CURB, TYPE B-1, PER STD. PLAN NO. 1101. EXISTING ASPHALT TO REMAIN ° ° ELEVATION CONCRETE RETAINING DOUBLE CURB CONCRETE CURB AND GUTTER, TYPE A-2-8 CURB, PER STD. PLAN NO.1101. ASPHALT PAVING PER CIVIL -� 04 111-011 EXTEND CITY STANDARD CURB 02 AN ADDITIONAL 24" 9 BELOW FINISH SURFACE SEE SIM.CONCRETE 21-611 RETAINING CURB 4 ASPHALT PAVING CONCRETE 01 PER CIVIL PAVING PEDESTRAIN 8 r` ° d ° d° 4 p ° Q o d d Q ° d 4 ° 4 C'V 4 ° ° 4 TRUNCATED DOME 01 PAVER g SEWER PLAN AND PROFILE 10 EXTEND CITY STANDARD CURB AN ADDITIONAL 24" 02 BELOW FINISH SURFACE 9 SEE SIM.CONCRETE RETAINING CURB CURB BEYOND CONCRETE RAMP PER CIVIL ° SLOPE 4 d Q p 4 ° ° 4 ° X 4 ° 4 d ADJUST EXISTING UTILITIES TO RB AND S, PER STD. EXISTING ASPHALT TO REMAIN 31-01101 12 UTILITY POLE PER CONCRETE CURB AND GUTTER, TYPE A-2-8 CURB, PER STD. PLAN NO.1101. ° ° IN 4 ° X X X X a° d 4 ° ° ° PER STRUCTURAL 51-011 TRUNCATED DOME 01 PAVER g _ 1 — r 00 H U tY H LJJ rZ M J Q tY H U tY H C0 LU ELEVATION ASPHALT PAVING PER CIVIL 06 CONCRETE FLUSH g CURB WITH GULTER UTILITY POLE PER 12 CURB JOINT CONCRETE CURB, PE B-1 CURB, PER STD. PLAN NO. 101. T CURB BEYOND 4 ° ° d d Q O d ° 4 X 4 ° 01 CONCRETE 8 PAVING - STAMPED TYPE 1 L02 CONCRETE g RETAINING CURB SEWER PLAN AND PROFILE 10 E PER STRUCTURAL E L EVAT 10 N 01 J ` v Underground Service Alert o - of Southern California 10 SEWER PLAN AND PROFILE TWO WORKING DAYS ~ BEFORE YOU DIG bw 949-261-1001 Office Know what's elow. � 949-260-1190 Fax C111 before you dig. ca.l �,�, ac � � www.DigAlert.org LPADesignStud ios.com NOTICE TO CONTRACTOR 07 PER STRUCTURAL 5301 California Avenue PURSUANT TO ASSEMBLY BILL 4216 NO EXCAVATION PERM/T 3/4" =1'-0" suite 100 VALIDIS UNLESS CONTRACTOR 8D OBTAINS Irvine, California 92617 r� A DIG ALERTTICKET NUMBER. CALL AT LEAS OBPROJECT ADDRESS s NS ELEVATION 03 O- ARCHITECTURE ENGINEERING INTERIORS 2802 S. FLOWER ST. WORKING DAYS PRIOR TO COMMENCING EXCAVATION. LANDSCAPE ARCHITECTURE PLANNING FILE NO.: PREPARED UNDER DATE CH01 REVISIONS REFERENCES <D MDS4p, THEOF: SUPERVISION 05/2024 ELEVATIONS AND SECTIONS NUMBER DATE INITIALS DESCRIPTION APPROVED INSTALLED BENCHMARK NO.: OCS 1E-104-75 ELEV.: 126.92' NAVD88 �" ,�Q � 0y LANDSCAPE ARCHITECT BASIS OF BEARINGS: THE BASIS OF BEARING FOR THIS SURVEY IS BASED ON THE CALIFORNIA SYSTEM (CCS83). ZONE �u sus =� DESIGNED: CL DRAWN: HY CHECKED: TT SEGERSTROM AVENUE AT ROSEWOOD AVENUE 6, NAD83. OCS (2007.00) EPOCH ADJUSTMENT, AS DETERMINED LOCALLY BY A LINE BETWEEN CONTINUOUS GLOBAL U n CORRIE LIND SA Y 11 1 q 11 O 1 11 J SIGNATURE --� ! 7 POSITIONING STATIONS (CGPS) SACY AND OEOC BEING N80 43 39 E AS DERIVED FROM THE COORDINATES * 04-302024 * REVIEWED FOR /�� ` _ 100 W/O ROSEWOOD AVENUE TO 100 E/O ROSEWOOD AVENUE PUBLISHED AND ON FILE IN THE OFFICE OF THE ORANGE COUNTY SURVEYOR. RENEWAL DATE CONSTRUCTABILITY: �� '` C HORIZONTAL DATUM: COORDINATES SHOWN ARE BASE ON THE CALIFORNIA COORDINATE SYSTEM OF 1983 (CCS83). ZONE �'� 10-13-2023 PRINCIPAL CIVIL ENGINEER RICE NO.: 80470 VI. NAD83 2007.00 EPOCH ADJUSTMENT. ALL DISTANCES SHOWN ARE GRID, UNLESS OTHERWISE NOTED. MULTIPLY GRID9TF DATE OQ� RECOMMENDED FOR KA PUBLIC WORKS AGENCY DISTANCES BY 1.00001963 TO OBTAIN A GROUND DISTANCE. ALL DISTANCES ARE BASED ON THE U.S. SURVEY FOOT. OF CALF CONSTRUCTION: CONSTRUCTION COMPLETED: PRINCIPAL CIVIL ENGINEER RCE NO.: 66219 CITY OF S A N T A A N A SHEET 7 OF 13 19/ if U Lij