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

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CONCRETE TIE IN W SEGERSTROM AVE. CONCRETE TIE IN Underground Service Alert of Southern California TWO WORKING DAYS BEFORE YOU DIG Know what's below. Call before you dig. CAL nu ac www.DigAlert.org NOTICE TO CONTRACTOR PURSUANT TO ASSEMBLY BILL 4216 NO EXCAVATION PERMIT IS VALID UNLESS THE CONTRACTOR CONTACTS AND OBTAINS A DIG ALERT TICKET NUMBER. CALL 811 AT LEAST TWO WORKING DAYS PRIOR TO COMMENCING EXCAVATION. FILE NO.: O^ Q, NUMBERI DATE INITIALS O� ' I i i If I I I If If i S BAKER ST. (E) PA i i (E) PA LIMIT OF WORK ' rt �,\T --7 A \ \ (E) PA -------------------- I I I � 1 =1 =========------ -------------- ---------------------- I I I I I I (E) PA I I I I I I I I 05 G 07 01 07 K H F D C I A I 10 01. —--------- — -- ---- -- — -- 01 °°o°0 7 °o 0 — — --------- --- _ _= --------------------------- --- -- ----------- -I I I 1r — J----- 06 04------- N J I L 02 C 04 02 7 7 I _ I I I IJ 1 I \I K J 01 E 04 _ -E(OH-E(OHJ'-'-'-'-'-'"£(OHS----- EE9H ) (6FF}�E(OH) I I I I G ° ° ° A 01 J I� — I I I L I \ 05 i I ® A CONCRETE TIE IN I I o5 01 8 (E) PA II CONCRETE TIE IN B I jl 8 (E) PA I ii liI I � II ii i ij I II I II S ROSEWOOD AVE. SAN LORENZO AVE. W SEGERSTROM AVE. i I REVISIONS REFERENCES DESCRIPTION JAPPROVEDINSTALLED BENCHMARK NO.: OCS 1E-104-75 ELEV.: 126.92' NAVD88 BASIS OF BEARINGS: THE BASIS OF BEARING FOR THIS SURVEY IS BASED ON THE CALIFORNIA SYSTEM (CCS83). ZON 6. NAD83. OCS (2007.00) EPOCH ADJUSTMENT, AS DETERMINED LOCALLY BY A LINE BETWEEN CONTINUOUS GLOBAL POSITIONING STATIONS (CGPS) "SACY' AND "OEOC" BEING N80043'39"E AS DERIVED FROM THE COORDINATES PUBLISHED AND ON FILE IN THE OFFICE OF THE ORANGE COUNTY SURVEYOR. HORIZONTAL DATUM: COORDINATES SHOWN ARE BASE ON THE CALIFORNIA COORDINATE SYSTEM OF 1983 (CCS83). ZONE VI. NAD83 2007.00 EPOCH ADJUSTMENT. ALL DISTANCES SHOWN ARE GRID. UNLESS OTHERWISE NOTED. MULTIPLY GRI DISTANCES BY 1.00001963 TO OBTAIN A GROUND DISTANCE. ALL DISTANCES ARE BASED ON THE U.S. SURVEY FOOT. CONSTRUCTION COMPLETED: CONCRETE TIE IN I I BC I A I I T I 85 CONCRETE TIE IN (E) PA LIMIT OF WOI KEYNOTES KEY DET/ NOTE DESCRIPTION SHT COLOR / FINISH 01 CONCRETE PAVING - PEDESTRIAN 01/ 02 CONCRETE PAVING - INTEGRAL COLOR $1/ 03 NOT USED - 04 TRUNCATED DOMES 01/ 05 CONCRETE FLUSH CURB 94/ 06 CONCRETE FLUSH CURB W/ GUTTER 96/ 07 CONCRETE RETAINING CURB 021 9 08 CONCRETE RETAINING DOUBLE CURB 05/ 9 ------------------------------------------- --------- -A -T-----------------�--T ------------ MATERIALS PLAN I "I = 10'-o° PREPARED UNDER N0SCA,0 p AINDS4Y Q� �s��y Ili`� SIGNATURE * 04-30-2024 * RENEWAL DATE THE SUPERVISION OF: CORRIE LINDSAY LANDSCAPE ARCHITECT DESIGNED: CL DRAWN: HY REVIEWED FOR CONSTRUCTABILITY:�' PRINCIPAL CIVIL ENGINEER I (P 10-13-2023 �TF OF11ATE OQ RECOMMENDED FOR CONSTRUCTION: q PRINCIPAL CIVIL ENGINEER N 01 NATURAL GRAY/ MEDIUM BROOM L.M. SCOFIELD COLORC A-26/ BRICK RED STAMPED BRICK PATTERN PER CITY STD. PLAN 1118A WAUSAU TILE ADA2 PAVER COLORS FEDERAL YELLOW NATURAL GRAY/ MEDIUM BROOM NATURAL GRAY/ MEDIUM BROOM NATURAL GRAY/ FORM FINISH SIDES, SMOOTH TOP NATURAL GRAY/ FORM FINISH SIDES, SMOOTH TOP REFERENCE KEYNOTES KEY DET NOTE DESCRIPTION REF COMMENTS (E) AC PAVING (E) CONCRETE PAVING © (E) EXISTING CURB AND GUTTER (E) MANHOLE (E) CURB RAMP F ASPHALT PAVING © PAVEMENT STRIPING CURB CURB AND GUTTER TRAFFIC SIGNAL LIGHT PULL BOX 0 4'X4'X18" SPREAD FOOTING �N 6'X6'X18" SPREAD FOOTING PROTECT IN PLACE PROTECT IN PLACE PROTECT IN PLACE PROTECT IN PLACE PROTECT IN PLACE PER CIVIL PER CIVIL REFER TO CITY STD. PLAN 1101 REFER TO CITY STD. PLAN 1101 PER TRAFFIC SIGNAL SHEET PER TRAFFIC SIGNAL SHEET PER STRUCTURAL PER STRUCTURAL SITE SYMBOLS LEGEND SYM. DESC. SYM. DESC. DET. 02/ PROPOSED FIRE HYDRANT SAWCUT JOINT 9 EXISTING TREE ------------- EXPANSION JOINT 02/ PROTECT IN PLACE 9 O EXISTING MANHOLE ------- LIMIT OF WORK EXISTING ELECTRICAL 0 UTILITY EPA ( ) EXISTING PLANTING AREA EXISTING SIGN --W-- WATER UTILITY EXISTING PALM TREE PROTECT IN PLACE -- G-- GAS UTILITY -'1 EXISTING WATER —S__ --S-- `Wb UTILITY SEWER UTILITY EXISTING STREET --E-- LIGHT ELECTRICAL UTILITY EXISTING STORM O DRAIN UTILITY NOTED UTILITIES SHOWN ARE FOR REFERENCE ONLY. SEE CIVIL DWGS. FOR DETAILS AND EXACT LOCATIONS. FINAL LOCATIONS TO BE REVIEWED BY LANDSCAPE ARCHITECT. 949-261-1001 Office 949-260-1190 Fax LPADesignStudios.com 5301 California Avenue Suite 100 Irvine, California 92617 PROJECT ADDRESS ARCHITECTURE ENGINEERING INTERIORS 2802 S. FLOWER ST. -ANDSCAPE ARCHITECTURE PLANNING DATE MATERIALS PLAN CH01 05/2024 CHECKED: TT SEGERSTROM AVENUE AT ROSEWOOD AVENUE RCE NO.: 66219 100' W/O ROSEWOOD AVENUE TO 100' E/O ROSEWOOD AVENUE PUBLIC WORKS AGENCY CITY OF SANTA ANA SHEET 5 OF 13 Cr Q U Q z Q W 0 LL 0 m m