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E SEWER <br />MANHOLE P08-014 <br />0+00 <br />—�5- <br />�� <br />m 8 <br />0 <br />x <br />1+00 <br />—— - - s — - --T-- _ �— 5 --f — g — —y^-- s -- — — $ <br />-------- --- <br />cD L------ � ---------i <br />------ <br />---------� <br />-------- <br />TRAFFIC SIGNAL POLE ► <br />FOUNDATION PER SHEET 11 ► <br />36.81 FS <br />33.8 • 1 ' <br />GAS .. <br />■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■-■!!-1■i!!■�■�,III"•••••••''■!�!111wi111:1:19■■■■■■■■■■-■■1 <br />lilil1111111111111111111111�1111111111111i1:11111111111111�■-■-■t�lo■IliMlli�u�■�■Il�ui,•,.•,�•,.-,�_. �� ,.i$�11`ji1'- --111111111111111111111■11111� <br />_ -:,-■ 1.1.1 1.1.1 1 1.1.1 1 wl 1 1.1.1 1__ _=1 1.1.1 1.1.1, J_ .1.1 1_u_1 1 1�1 • BSI. �..■_-- _■-■ ■-■- _■-� _■_■- <br />i-� i 3-- ■ E-�-■ 1 �-- e� i-�-� -� 1-�'�-� a--��I ■ 1 G=■_I_I- �x►e�r�.:�1`�!!.e.:.l`..©::Lle:f< I:::: <br />1-i■■-■-i-i_i 1-■ei_i_c�� i_1-e_r_■_■-1-i_�-!�■_■_0��1-1-1-I <br />■_C_.=.■._i_.=i_■=.=.■.:■_i_._■_._._.__■-■_■_■�■.■.■_■_■_■_■_■1■Ii1:�■1 I I I I L0.}111■■■►■1.1■1■1.1.1 ■■■-■_■_■_■_■_■_ �_■_I <br />- — — — — — — — — — — — — — — — — <br />— — — — — — — — — — — — — — — — — — - — — — — — <br />TRAFFIC SIGNAL POLE E SEWER E SEWER <br />FOUNDATION PER SHEE4 11— MANHOLE P08-01 — —� — — — MANHOI E Pn8-012 <br />P67 FS E 10" VCP cn <br />3.7 TOF (-3.0' MAX) TRAFFIC SIGNAL POLE <br />SEWEfMAIN <br />FOUNDATION PER SHEET 11 <br />2.2 BOF (-4.5' MAX) 36.75 FS <br />(36) EEL 33.8 TOF (-3.0' MAX) <br />32.3 BOF (-4.5' MAX) <br />PROFILE <br />0+00 0+50 1+00 1+50 2+00 2+45 <br />Underground Service Alert <br />of Southern California <br />TWO WORKING DAYS <br />BEFORE YOU DIG <br />Know what's below. <br />Call before you dig. CAL MUE )W DIG <br />www.DigAlert.org <br />NOTICE TO CONTRACTOR <br />PURSUANT TO ASSEMBL Y BILL 4276 NO EXCA VA TION PERMI T <br />IS VALID UNLESS THE CONTRACTOR CONTACTS AND OBTAINS <br />A DIG ALERT TICKET NUMBER. CALL 817 AT LEAST TWO <br />WORKING DAYS PRIOR TO COMMENCING EXCAVATION. <br />FILE NO.. REVISIONS REFERENCES <br />Q NUMBER DATE INITIALS DESCRIPTION APPROVED INSTALLED BENCHMARK NO.: OCS 1 E-104-75 ELEV.: 126.92' NAVD88 <br />O� v BASIS OF BEARINGS: THE BASIS OF BEARING FOR THIS SURVEY IS BASED ON THE CALIFORNIA SYSTEM (CCS83), ZONE 6, NAD83, <br />OCS (2007.00) EPOCH ADJUSTMENT, AS DETERMINED LOCALLY BY A LINE BETWEEN CONTINUOUS GLOBAL POSITIONING STATIONS <br />/0 (CGPS) "SACY' AND "OEOC" BEING N80.43'39"E AS DERIVED FROM THE COORDINATES PUBLISHED AND ON FILE IN THE OFFICE OF <br />THE ORANGE COUNTY SURVEYOR. <br />HORIZONTAL DATUM: COORDINATES SHOWN ARE BASE ON THE CALIFORNIA COORDINATE SYSTEM OF 1983 (CCS83), ZONE VI, <br />NAD83 2007.00 EPOCH ADJUSTMENT. ALL DISTANCES SHOWN ARE GRID, UNLESS OTHERWISE NOTED. MULTIPLY GRID DISTANCES BY <br />1.00001963 TO OBTAIN A GROUND DISTANCE. ALL DISTANCES ARE BASED ON THE U.S. SURVEY FOOT. <br />CONSTRUCTION COMPLETED: <br />PREPARED UNDER <br />QROFESS/0� THE SUPERVISION <br />�p BEN M. Sq( OF: <br />SENIOR CIVIL ENGINEER <br />Y v m KATHEREEN SHINKAI DESIGNED: AC DRAWN: LL <br />iy- R.C.E. 68369 REVIEWED FOR <br />EXP. 9-- 25 CONSTRUCTABILITY: <br />- PRINCIPAL CIVIL ENGINEER <br />T9TF of cA��F°RECOMRMECNDOED FORCONSTA <br />PRINCIPAL CIVIL ENGINEER <br />UTILITY PROFILE <br />1"=10':H 101 <br />1"=5':V <br />SEWER CONSTRUCTION NOTES: <br />INSTALL SEWER LINER ALONG (E) 10" VCP SEWER PIPE BETWEEN MANHOLES P08-012 <br />40 AND P08-014. PREPARE AND SUBMIT FOR REVIEW A SEWER BYPASS PLAN PER <br />CONSTRUCTION NOTES HEREON. <br />CONTRACTOR SHALL PERFORM CLOSED CIRCUIT TELEVISION (CCTV) INSPECTIONS OF <br />0THE (E) 10" SEWER PIPE BOTH BEFORE AND AFTER CONSTRUCTION PER CITY OF <br />41 SANTA ANA SPECIAL PROVISIONS FOR WATER AND SEWER UTILITIES SECTION 6.21. <br />SEWER BYPASS PLAN PER CONSTRUCTION NOTES HEREON. <br />CONSTRUCTION NOTES: <br />1) CONTRACTOR SHALL PERFORM CLOSED CIRCUIT TELEVISION (CCTV) INSPECTIONS OF THE <br />(E) 10" SEWER PIPE BOTH BEFORE AND AFTER CONSTRUCTION PER CITY OF SANTA ANA <br />SPECIAL PROVISIONS FOR WATER AND SEWER UTILITIES SECTION 6.21. SEWER BYPASS PLAN <br />PER CONSTRUCTION NOTES HEREON MIGHT BE REQUIRED TO PERFORM CCTV INSPECTIONS. <br />2) CONTRACTOR SHALL SUBMIT A SEWER BYPASS PLAN PER CITY OF SANTA ANA SPECIAL <br />PROVISIONS FOR WATER AND SEWER UTILITIES SECTION 6.21 TO TEMPORARILY CONVEY <br />SEWAGE IN THE (E) 10" SEWER PIPE DURING CONSTRUCTION ACTIVITIES BETWEEN MANHOLES <br />P08-012 AND P08-014. ANTICIPATED FLOW IN THE (E) 10" SEWER PIPE IS 260 GPM DURING <br />DRY WEATHER (AVERAGE DAY). BYPASS SYSTEM SHALL BE DESIGNED TO ACCOMMODATE A <br />PEAK WET WEATHER FLOW OF 1050 GPM WITH A MINIMUM PIPE SIZE OF 12" IN DIAMETER. <br />3) (E) UTILITIES ARE COMPILED BASED ON PREVIOUS BASE FILES, FIELD SURVEY AND FIELD <br />VERIFICATION. CONTRACTOR SHALL FIELD VERIFY (HORIZONTAL AND VERTICAL LOCATION) <br />UTILITY CROSSINGS, PARALLEL UTILITIES, AND ANY AND ALL UTILITIES KNOWN OR UNKNOWN <br />WHICH MAY BE IN CONFLICT WITH PROPOSED CONSTRUCTION. <br />4) CONTRACTOR TO ADJUST TO FINISHED GRADE ALL (E) UTILITY BOXES, SEWER CLEANOUT <br />COVERS, PULL BOXES AND VALVE COVERS NOT SPECIFICALLY SHOWN WITHIN THE LIMITS OF <br />WORK. <br />N <br />O <br />949-261-1001 Office O <br />949-260-1190 Fax <br />LPADesig nStud ios.com <br />5301 California Avenue <br />Suite 100 <br />Irvine, California 92617 PROJECT ADDRESS: <br />ARCHITECTURE ENGINEERING INTERIORS 2802 S. FLOWER ST. <br />LANDSCAPE ARCHITECTURE PLANNING <br />DATE STREET IMPROVEMENT PLAN CH01 <br />05/2024 SEWER PLAN AND PROFILE <br />CHECKED: KS SEGERSTROM AVENUE AT ROSEWOOD AVENUE <br />RCE NO.: 66219 <br />100' W/O ROSEWOOD AVENUE TO 100' E/O ROSEWOOD AVENUE <br />PUBLIC WORKS AGENCY <br />CITY OF SANTA ANA SHEET 10 OF 13 <br />1, <br />W <br />