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

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------- 7(E) R/W - - - - - - - - - - - - - - - - - - - - - - - - - - - - \ II F 1 c) L------ �r------- X-------------- (E) CURB & GUTTER SEE DETAIL 2 HEREON SIGNAL POLE E GAS SIGNAL POLE 10 FOUNDATION SIGNAL POLE PIPE I FOUNDATION FOUNDATION �- - - 03 02 04 30 03 04 02 (E) CURB EXISTING SEWER 05 / I 30 ---.. ---- I MANHOLE #P08-014 - - - - - - - - - - ----- 16.0 20.0 ..-...- --_--------- - - - - - -________ _- 5 -- = - - 31 - - - --------�- -�_____=====5---------- -- - ------ - -- N- - - - - - - - --- - - - - � - - - - - - - - - - - - - - - - - TRAF IC SIGNAL POLE 06 01 30 03 `" (E) CURB & GUTTER DATION PER SHEET 11 05 IFOrE SEWER -\ - - - 01 E SEWER 36/67. MANHOLE #P08-013 - _ _ J MANHOLE #P08-012 33.7 TOF -3.0' MAX 01 30 10" VCP TRAFFIC SIGNAL POLE (36) 3 .2 BOF (-4.5' MAX) SEWE I10 FOUNDATION PER SHEET 11 I TRAFFIC SIGNAL POLE 36.75±FS FOUNDATION PER SHEET 11 33.8 TOF (-3.0' MAX) 3�.81±FS 32.3 BOF (4.5' MAX) 3�.8 TOF (-3.0' MAX) I - Do - - - a W - - - W 3 .3 BOF (-4.5' MAX) CD CENTERLINE w W. SEGERSTROM AVE. - WEST EGERSTROM AVE. - - ■ 31 3 - (E) CURB I N64° 45' 15.32"E - I(36.88±)FS -- ----- ----- CENTERLINE 09 SOUTH ROSEWOOD AVE. ' 30 � JOIN E I(36.81±)TC (E) CURB ■ w (36.55±)FS Icn N \ J I NEW SIGNAL POLE cno NEW SIGNAL POLE FOUNDATION PER TRAFFIC SIGNAL- E " E E F -FOUNDATION PER INSTALLATION PLAN SHEET 11 TRAFFIC SIGNAL - - - - - - - - - -- - - - - - - - - - - ---- -- _---- _ __-------------- -INSTALLATION PLAN _----- ------------------- - SHEET 11 E(OH) E(OH) - - -( j- (�H} 41E(OH) I E(OH) E(OH) L E(OH) - .� - I 04 - - _ I \ 32 \ I \ ) CD E R SEE DETAIL 3 HEREON I I SEE DETAIL 4 HEREON / 32 oo- \ ' I NEW SIGNAL POLE cn PER SHEET 11, TRAFF \ I - SIGNAL PLAN T- � � 0 5 10 20 CONSTRUCTION NOTES GRADING AND PAVING PLAN 1" = 10' 01 LEGEND 36.11± FS 36.09 TC � (OH) - ( 0 36.2 H) E E(OH) - E(OH) E(OIH� -� - - 36.24_ -S I _ -*34F& - (35 6E)FL 1.1 % 0.9% � � � - IND - - -B - - GB - 35.83± TC 94± TC 36.34± FS 0" CURB 0" CURB 38F BEGIN BEGIN .� \ \° \ Im 0.5% \\\ cn \ \ 6.2% pogo \ 36.42± FS 36.47FS I 36.46FS p p p 0 \ � 36.53FS J-1 Ica 6.2% 00 0 0 ------ \ FS 35.90F 36.S \ I o \ I E R/W 4, \ 36.57± FS �p\° \ 0), \\ \o 36.60 FS c� 36.61 FS 36.60FS \ 36.63FS 36.3TC 36.72± FS 1 36.I 5FL 36.65FS C 1 36.5 _ C /(1.8±)% (36. F 36.81± FS - - 36 7 FS I .5 5 10 I GRADING ENLARGEMENT ill= 5' 04 E(OH) jJ 35.93 FS 26 FS 35.97 FS 35.97 FS s° 35.98 F , �6.1 9S \ \ 36.60 FS 36.20 FS ��% / / / � 36.64 FS 36.54 FS 36.66FS 36.73 FS 2.5 5 10 GRADING ENLARGEMENT 1 = 5' 03 /- 37.20TC X�0 37.24TC JOIN E _____------- 36.70FS--36.74FS------------- 37.27TC ------(37.25±)TC- r JOIN E JOIN E END BEGIN 36.77FS (36.81±)FS 1 T(3I'(37.08±TC) (37.10±TC) END 6.57±FS) (36.60±FS) I BEGIN O --------- - - ---- 36.69FS O o 36.73FS-3,Z29C� o* 35.87FS -- o ' I 1 I 44' O O 1 C 11.00, 1)C§1 p CURB ��-'31566FS- =16TC= + 6 35 UFS '0O O 36. 9FS L J 8-1 03 CONSTRUCT CONCRETE RETAINING CURB PER DETAIL 02 SHEET 9. 44 LF PEDESTRIAN CONCRETE PAVEMENT 31 4" CONCRETE PAVEMENT OVER 2" BEDDING PER GEOTECHNICAL 04 TRUNCATED DOME PAVER PER LANDSCAPE PLANS DETAIL 01 SHEET 9. 3 EA ENGINEER'S RECOMMENDATION. 0 2.5 5 10 CONCRETE PAVING - STAMPED N 0 INSTALL POLYURETHANE SPRAY COAT TO MANHOLE. 3 EA 32 STAMPED CONCRETE PAVEMENT. TYPE, COLOR AND FINISH PER 01/SHEET 8. O Underground Service Alert o INSTALL A LINER IN 10" VCP SEWER MAIN BETWEEN MANHOLE #P08-012 & GRADING ENLARGEMENT 1"=5' 102 of Southern California 06 #P08-013. 71 LF = TWO WORKING DAYS 8 before you dig. CkL e )W ac www.DigAlert.org BEFORE YOU DIG INSTALL A LINER IN 10" VCP SEWER MAIN BETWEEN MANHOLE #P08-013 & 949-261-1001 Office 0 Know what's below. 0#P08-014. 156 LF 949-260-1190 Fax � LPADesig nStud ios.com NOTICE TO CONTRACTOR 08 INSTALL ACCESSIBLE CURB RAMP PER CITY OF SANTA ANA STANDARD PLAN 1 EA 10 CONSTRUCT GUARD RAIL PER CALTRANS STD PLAN ES-7Q, 35 FT 5301 California Avenue Suite 100' 'C. PURSUANT TO ASSEMBLY BILL 4216 NO EXCAVAT/ON PERMIT 1122. TYPE I DETAILIrvine, California 92617 PROJECT ADDRESS: IS VALID UNLESS THE CONTRACTOR CONTACTS AND OBTAINS CONSTRUCT MEDIAN NOSE PER CITY OF STANDARD PLAN 1118. CURB A DIG ALERT TICKET NUMBER. CALL 817 AT LEAST TWO 09 HEIGHT MAY VARY WHERE JOIN (E). JOIN TO ALIGN WITH NEAREST JOINT IN 1 EA 11 CONSTRUCT PCC CROSS GUTTER. 1200 SQFT ARCHITECTURE ENGINEERING INTERIORS 2802 S. FLOWER ST. WORKING DAYS PRIOR TO COMMENCING EXCAVATION. PATTERNED CONCRETE. LANDSCAPE ARCHITECTURE PLANNING FILE NO.: PREPARED UNDER DATE STREET IMPROVEMENT PLAN CH01 REVISIONS REFERENCES ROFESS/0 THE SUPERVISION <) N M. N9( OF: 05/2024 GRADING AND PAVING PLAN �Q NUMBER DATE INITIALS DESCRIPTION APPROVED INSTALLED BENCHMARK NO.: OCS 1E-104-75 ELEV.: 126.92' NAVD88 �� sti��2� SENIOR CIVIL ENGINEER SEGERSTROM AVENUE AT ROSEWOOD AVENUE O V BASIS OF BEARINGS: THE BASIS OF BEARING FOR THIS SURVEY IS BASED ON THE CALIFORNIA SYSTEM (CCS83), ZONE 6, NAD83, - OCS (2007.00) EPOCH ADJUSTMENT, AS DETERMINED LOCALLY BY A LINE BETWEEN CONTINUOUS GLOBAL POSITIONING STATIONS 0 Y ➢ m KATHEREEN SHINKAI DESIGNED: AC DRAWN: LL CHECKED: KS 0 (CGPS) "SACY AND "OEOC" BEING N80'43'39"E AS DERIVED FROM THE COORDINATES PUBLISHED AND ON FILE IN THE OFFICE OF R.C.E. 68369 M fl CONSTRUDCTABILITY:� 100' W/O ROSEWOOD AVENUE TO 100' E/O ROSEWOOD AVENUE c THE ORANGE COUNTY SURVEYOR. XP. 9'--25 �\ HORIZONTAL DATUM: COORDINATES SHOWN ARE BASE ON THE CALIFORNIA COORDINATE SYSTEM OF 1983 (CCS83), ZONE VI, PRINCIPAL CIVIL ENGINEER RCE NO.: 80470 NAD83 2007.00 EPOCH ADJUSTMENT. ALL DISTANCES SHOWN ARE GRID, UNLESS OTHERWISE NOTED. MULTIPLY GRID DISTANCES BY T9TFc 1 V o��P RECOMMENDED FOR KA.O� PUBLIC WORKS AGENCY 1.00001963 TO OBTAIN A GROUND DISTANCE. ALL DISTANCES ARE BASED ON THE U.S. SURVEY FOOT. OF CAL0F CONSTRUCTION: CONSTRUCTION COMPLETED: PRINCIPAL CIVIL ENGINEER RCE NO.: 66219 CITY OF SANTA ANA SHEET 3 OF 13 LE, >Ld O LL- N O 00 N