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HomeMy WebLinkAboutS_5189_SCITY OF COSTA MESA PROJECT AREAS VICTORIA ST PA c1r1c §; ....I OJ Ct' 0 m Ct' <( ::i:: JOHN WAYNE ->..1 AIRPORT ,<'; 1'<'(-4< C-14,,, ;cu 0' 0. ii' CITY OF IRVINE \JN\\/[RSli'i VICINITY MAP NOT TO SCALE SYMBOL LEGEND 0 MH MANHOLE ~ CENTERLINE ~ .... ABBREVIATIO!\"S APP'□ APPROVED 0G ORIGIONAL GROUND AVE AVENUE LEGEND ~ RECONSTRUCT 4'AC/6'AB ~;-.~:~,:-r::J RECONSTRUCT PCC N ! • ~ EMERGENCY TELEPHONE NUMBERS CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CAUFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (UTILITIES DEPT.) COUNTY SANITATION DISTRICTS COMCAST CABLEVISION UNDERGROUND SERVICE ALERT DAY (800) 624-8153 (800) 611-1911 611 (949) 644-3011 (714) 962-2411 (714) 542-6222 (800) 422-4133 NIGHT (800) 624-8153 (800) 611-1911 611 (949) 644-3717 (800) 422-4133 APPROVAL RECOMMENDED: ..-"4 :.a-<0, ~) ~-- TRANSPORTATION ~D DEVELOPMENT SER'ACES PUBLIC WORKS DEPARTMENT SEWER MAIN IMPROVEMENT PROGRAM FOR WESTCLIFF DR -IRVINE A VE TO DOVER DR, RUTLAND RD -NORTH OF WESTCLIFF DR, MARINERS DR. -PEMBROKE LN TO DOVER DR, BAYSIDE DRIVE AND CARNATION A VENUE, COAST HIGHWAY AT 58TH STREET, AND THE SAN BERNARDINO AREA. PUBLIC WORk~DIRECTOR, RCE 3610, APPROVED UTILITIES DIRECTOR, RCE 25553 LOCATION MAP NOT TO SCALE APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: MAY 2002 3-Z 7-0Z... DATE 3-Z7-0 z_ DATE V, "' • ~~ ~~ 72--<:ii> CD 0 0 0 ® © 0 © 0 ® @ 3-z. 2·02.. 1--..... --1-------------...... --1 RCE,4,552/ CITY ENGINEER RCE 24967 GENERAL SERVICES DIRECTOR DATE BY DESCRIPTION RE'ASIONS GENERAL NOTES 1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THE REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STANDARDS, STANDARD SPECIAL PROVISIONS, DESIGN CRITERIA, STANDARD DRAWINGS AND THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 1997 EDITION AND SUPPLEMENTS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION OF THE NEW FACILITLES. 3. THE WALLS AND FACE OF ALL EXCAVATIONS GREATER THAN 5 FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES OF LESS THAN 5 FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 4. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NO. 5 ABOVE FROM CAL/OSHA. 5. ALL SEWER PIPE SHALL BE BEDDED PER CITY OF NEWPORT BEACH STD. 106-L. 6. VCP SEWER PIPE MAY BE USED IN LIEU OF PVC PIPE BY SPECIAL PERMISSION. PIPE SHALL BE MANUFACTURED PER ASTM D-3034 SDR-35 OR ASTM F-789. ALL FITTINGS SHALL BE PREFABRICATED FULL-BODY FITTINGS. PVC SEWER PIPE BEDDING SHALL BE 3/8" CRUSHED ROCK FROM 6" BELOW THE PIPE TO 12" ABOVE THE TOP OF THE PIPE AND SHALL BE CONSOLIDATED BY JETTING PRIOR TO COMPLETION OF THE BACKFILL. 7. PRIOR TO THE CONTRACTOR PERFORMING MODIFICATIONS AND REPAIRS TO THE C.S.D.O.C. MANHOLE STRUCTURES, THE CONTRACTOR SHALL OBTAIN A PERMIT AND ASK FOR INSPECTION BY C.S.D.O.C. CONSTRUCTION DIVISION AT (714) 962-2411 EXT. 5113. 8. ALL SEWER LINES TO BE OWNED, OPERATED, AND MAIINTAINED BY THE CITY OF NEWPORT BEACH SHALL BE VIDEO INSPECTED AFTER CLEANING AND MANDRILIING. ALL VIDEO INSPECTION SHALL BE PERFORMED BY THE CITY UTILITIES PERSONNEL. ANY SEWER LINE FOUND TO BE INSTALLED INCORRECTLY, DEFECTIVE, DAMAGED OR OTHERWISE COMPROMISED SHALL BE REPAIRED/REPLACED AND REINSPECTED. INCLUDING AIR TEST, MANDRILL, AND VIDEO PRIOR TO ACCEPTANCE. 9. WHERE SEWER LATERAL TRENCHES ARE LOCATED WITHIN 5' OF EACH OTHER, THE PAVEMENT SECTION BETWEEN THE LATERALS SHALL BE RECONSTRUCTED. 10. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOURS IN ADVANCE OF ROAD CLOSURES AT (714) 644-3106. 11. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS AND UTILITIES 48 HOURS IN ADVANCE OF PERFORMING ANY WORK (644-3311 FOR PUBLIC WORKS, AND 644-3011 FOR UTILITIES). THE PUBLIC WORKS DEPARTMENT INSPECTOR SHALL ALSO BE NOTIFIED AFTER PLACEMENT OF THE FORMS AND PRIOR TO PLACEMENT OF ANY CONCRETE FOR CURB AND GUTTER SO THAT THE FORMS CAN BE CHECKED FOR LINE AND GRADE AND COMPARIBILITY WITH EXISTING CONSTRUCTION. 12. SEWER LENGTHS SHOWN IN PROFILE AND IN THE ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES. CONSTRUCTION NOTES INSTALL NEI.. 6' VCP SEI..ER LATERAL AND CLEANOUT CAT PROPERTY LINE) PER NEI..PORT BEACH STANDARD PLAN STD-406-L, BACKFILL, BEDDING, AND TRENCH RESURFACING PER THE STANDARD SPECIFICATIONS AND NEWPORT BEACH STANDARD PLANS STD 105-LA, AND STD-106-L. SUBSTITITE 3/8' CRUSHED ROCK INSTEAD OF SAND FOR PIPE BEDDING. INSTALL CURED-IN-PLACE PIPE LINING I..ITHIN EXISTING 6' VCP SEVER LATERAL PER SPECIAL PROVISIONS. INSTALL CURED-IN-PLACE PIPE LINING \,/!THIN EXISTING 8' VCP SEWER PER SPECIAL PROVISIONS . INSTALL CURED-IN-PLACE PIPE LINING \,/!THIN EXISTING 12' VCP SE\IER PER SPECIAL PROVISIONS. INSTALL FOLD-IN-FORM PIPE LINING' \,,IITHIN EXISTING 8' VCP SEWER PER SPECIAL PROVISIONS. INSTALL 6' CLEANOUT ON EXISTING LATERAL PER APPLICABLE PORTIONS OF NEWPORT BEACH STANDARD PLAN STD-406-L, BACKFILL, BEDDING, AND TRENCH RESURFACING PER STANDARD SPECIFICATIONS, SUBSTITUTE 3/8' CRUSHED ROCK IN LIEU OF SAND FOR PIPE BEDDING. REMOVE AND REPLACE 8' VCP SEWER \,/ITH BEDDING, BACKFILL, AND TRENCH RESURFACING PER NEWPORT BEACH STANDARD PLANS STD-105-L -A, AND STD-106-L, SUBSTITUTE 3/8' CRUSHED ROCK INSTEAD OF SAND FDR PIPE BEDDING. INSTALL 48" DIAMETER MANHOLE PER CITY OF NE\./PORT BEACH STANDARD PLAN STD-401-L, INSTALL 60' DIAMETER MANHOLE PER ORANGE COUNTY SANITATION DISTRICT STANDARD PLAN S-050. RECONSTRUCT PCC ALLEY PER CITY OF NEWPORT BEACH STANDARD PLAN STD-140-L. CONSTRUCT DROP INLET PER APPLICABLE PORTIONS OF CITY OF NE\IPORT BEACH STANDARD PLAN STD-403-L, 'i'~~ ~~ APPROVED RC£ 46214 DATE j\!ARCH 27 2002 cl SHEET INDEX TITLE SHEET \JESTCLIFF DRIVE \JESTCLIFF DRIVE \,/ESTCLIFF DRIVE \JESTCLIFT DRIVE RUTLAND ROAD MARINERS DRIVE MARINERS DRIVE CLIFF DRIVE PARK BEACON STREET ALLEY 121 ALLEY 116A SAN BERNARDINO AVE ALLEY 114A AND 114B ALLEY 114B AND 114C BAYSIDE/CARNATION AND COAST HIGHWAY C-3465 TITLE SHEET NEWPORT BEACH SEWER MAIN IMPROVEMENT PLANS c., NB.6214 xp. 12-31-0 crvn., DESIGNED 8\c DRAWN BY:sc CITY OF NEWPORT BEACH S-5l89-S i----..a;,;a:...i.--....:;;,;;;:...--1 CHECKED BYk1s DilRIL 2002 PUBLIC WORKS DEPARTMENT SHEET 1 OF i.o. 98 94 90 86 82 78 74 I '- 10+00 - -- ------+---+---+---+---+----t-+--+--+--+---+-~----t-+--+--+--+---+---+-1-----t-- O.G -I- f-----+--+--+---+---+----t-+---+--+--+---+---+--+--+-----+--1----1 i ' T-_J_ 1----1---- -+ 0 ---t---+ --------+---+--+---+--+-f-----+--+--+---+------t-+---+--+--+----------, - ----,-1------+--+---+---+----t-+--+--+--+---+---+----t-+--+--+--+---+~-f-+---+---+---+---t-+--+--+--+---+---+----t-+---+--+---+---+----t-+--+--+--+-----t-1------+--I 11 +00 12+00 PROFILE SCALE VERT. 1"= 4' HORIZ. 1 "= 20' 13+00 CD S RU TI N MHGi18 00 S = 0. 2% IPP LIN.NG IN 14+00 OA1£ BY DESCRIPTION REVISIONS i f---t--+--+---+---+----f-+--t--+--+---+---t-f-------J----I ITT I ----t----t-1----t------,---i--==::t-1-----+-_ 1 98 94 90 86 ' -+---+-+--+-+--+-----'-----+---+-1-------------, I 82 -----r=+:::::::r-t:...=t-=-+---i--t..1-.----~__,__-:-----1-----r1----1--J APP'D. . ~ I 6214 12-31-02 VIL ,,.~ I 15+00 0 © 0 0 • 0 0 + LD n ...--- f- <C w f-w c.n I (J) w z w __J w (J) I u f- <C 2 78 I I --+---+----+-+--+--+----1 CONSTRUCTION NOTES INSTALL CURED-IN-PLACE PIPE LINING \./!THIN EXISTING 8' VCP SE\./ER PER SPECIAL PR □VISI□NS. INSTALL 6' CLEAN □UT ON EXISTING LATERAL PER APPLICABLE PORTIONS OF NEWPORT BEACH STANDARD PLAN STD-406-L. BACKFILL, BEDDING, AND TRENCH RESURFACING PER STANDARD SPECIFICATIONS. SUBSTITUTE 3/8' CRUSHED ROCK IN LIEU OF SAND FDR PIPE BEDDING, LEGEND RECONSTRUCT 4'AC/6'AB RECONSTRUCT PCC C-3465 SEWER IMPROVEMENTS PLAN AND PROFILE WESTCLIFF DRIVE DAT£ l\1ARCH27,2002 STA. 10+00 TO STA. 15+00 DESIGNED 8]c DRAWN sv,sc CITY OF NEWPORT BEACH S-5lS9-S 1------------1 CHECKED BYMS 0fpRIL 2002 PUBLIC WORKS DEPARTMENT SHEET 2 OF '2. 0 90 86 82 78 74 70 0 0 -1-- ~ 66 ~ 'o 0 '\-. \.(\ ---... 15+00 0 0 • 0 0 + NLO ~ I-w <( WI- I (J) (J) w w z w (J) _J I u I- <( 2 - 0.G -~- co co . r:: > ':l w > z 16+00 ! ..,. "' "" "' "' a:i r-- :f G31 ~ --', > 17+00 TA -+----l----l-----il I PROFILE SCALE VERT. 1"= 4' HORIZ. 1"= 20' 18+00 J 0, INSTAL IN E DATE BY 19+00 DESCRIPTION APP'D. REIISIONS ~ \, '16214 12-31- CJV\1, 0FCA~ 90 86 82 - ' 20+00 0 G) O@ 0 • 0 0 + 0 ~ N I- <( w I-w (J) I (J) w z w w _J (J) I u I- <( 2 78 74 70 -66 CONSTRUCTION NOTES INSTALL CURED-IN-PLACE PIPE LINING 'w'ITHIN EXISTING 6' VCP SE'w'ER LATERAL PER SPECIAL PROVISI□NS, INSTALL CURED-IN-PLACE PIPE LINING 'w'ITHIN EXISTING 8' VCP SE'w'ER PER SPECIAL PROVISl□NS. INSTALL 6' CLEANOUT ON EXISTING LATERAL PER APPLICABLE PORTIONS OF NE'w'PORT BEACH STANDARD PLAN STD-406-L. BACKFILL, BEDDING, AND TRENCH RESURFACING PER STANDARD SPECIFICATIONS SUBSTITUTE 3/8' CRUSHED ROCK IN LIEU OF SAND FOR PIPE BEDDING, LEGEND ~ RECONSTRUCT 4'AC/6'AB Vf ~::;~;:'.:] RECONSTRUCT PCC C-3465 EER RCE 46214 SEWER IMPROVEMENTS PLAN AND PRO FILE WESTCLIFF DRIVE DATE '\,L'\RCH27,2002 STA. 15+00 TO STA. 20+00 DESIGNED 8~c DRAI\N sv,sc CITY OF NEWPORT BEACH S-5 l 89-S "c"'HE""CK""E"'"D"""B,c;Y::.:c:....,1.D.,.,ATE=---'~-1 MS APRIL 2002 PUBLIC WORKS DEPARTMENT SHEET 3 Cf 2,0 0 0 i-l.j\ N ~ () 0 ' -r-I Q ) ci ' 86 004 82 78 = I • 0 74 ' I 70 .. .. n ~ "' r-- + 0 ~ NW <( . <( 66 "' z I I _ _J__J__J_ I ST LL 42 00 LF I I PROFILE SCALE VERT. 1''= 4' HORI Z. 1 "= 20' f--~---t-- - r-- "' <( >- i I + N >- "' ST 4 -3 90 86 82 78 74 66 I-----_L___j____L_J___1_J_L_L--'---_J_--'-----__j____L _ _,_----1_c_.c___-'-_J__j__J___J____J___J__j_ __ c_.c___-'--'---'-_J___J____J___J__j____l_c_.c____L_-'----'-_L_-_LI_L__J_~---'--__J_---'----1-'--"--'----'---'----------"--'---~I _ __J__ _ _j___L __ c_L--'---...L_...L.._J_ _ __J_~-----'-c_-'----'-_[__J_~ _ __J____J___J__j____1_c_.c___-'--'--_J__J_-'----'--~-'----'----'----'--'----'--__J_-'-----'----1'---'---"-..,_~ __ ---'---------I 22+00 21+00 23+00 24+00 25+00 20+00 0 0 • 0 0 + no N I-w <( w I- I Ul Ul w w :z w _J Ul I u I- <( 2 6214 APP'D. 12-31-02 DATE BY DESCRIPTION C/VJ\, REVISIONS ® 0 0 © 0 • 0 0 + LO LO N I- <( w I-w UlI U) w :z w w _J Ul I u I- <( 2 CONSTRUCTION NOTES INSTALL CURED-IN-PLACE PIPE LINING 'w'ITHIN EXISTING 6' VCP SE'w'ER LATERAL PER SPECIAL PR□VIS!□NS. INSTALL CURED-IN-PLACE PIPE LINING 'w'ITHIN EXISTING 8' VCP SE'w'ER PER SPECIAL PRDVIS!□NS. INSTALL 6' CLEANDUT ON EXISTING LATERAL PER APPLICABLE PORTIONS OF NE'w'P □RT BEACH STANDARD PLAN STD-406-L. BACKFILL, BEDDING, AND TRENCH RESURFACING PER STANDARD SPECIFICATIONS. SUBSTITUTE 3/8' CRUSHED ROCK IN LIEU OF SAND FDR PIPE BEDDING. LEGEND 4'AC/6'AB PCC C-3465 APPROVED j___ SEWER IMPROVEMENTS wUJ • PLAN AND PROFILE ArnES ~~ RCE 46214 WES TC LIFF DRIVE DATE MARCH 27, 2002 STA. 20+00 TO STA. 25+00 DESIGNED BY: DRAWN BY: SC SC CITY OF NEWPORT BEACH S-5189-S CHECKED BY: DATE PUBLIC WORKS DEPARTMENT SHEET 4 OF 2 0 JV[S APIUL2002 u\ rJ I ~ ~ tt -I -+-_-+---+--+--+------r m ~-~I '------'------+--+ +--+---·--+--+-+- TT I I I ~ ---+----+ I -, t+ ---+----+ ' fJ I I L 84 ---+--t--t--t--+--t-t+ ,17 h 1-1_ R---t--1 1----80~+--, =r=-+-+-,-t----,---+--+ 76 72 -l---4--cl ~ ~ -I iJJ . 68 64 60 f -+--i-ffi -+--i- ' --+--+ +--+-1---t--+ -t--t--i--+ 4--1 -+-+ - I t-+-+ 25+00 26+00 0 0 • 0 0 + --tj-LO N f--w <( w f--::r Ul Ul w w z w _J Ul I u f-- <( 2 ' +---'--I ---c-+-1--l--+ -+--+-----+-+--+--, -=i~ ~M--+--'-----t -1 -l-' ~' tl it~ --I --1-' _l_j -H- -,- - I -r -,-l=H t I ~ 1-+----H-4 ' I-+--J--+-' T--+ i-1-: H t-I rrl---+-- , I --'-1- -+-+--I 1---+--I y --+--i ii ' ' ---+----+ f+ 1--+- -+--i-I I /_ I -+--+-~ ~ j--+--+ F tt t--1_-+--+-rz --E ~ -+-+-I----,--= ~ 84 I --80 -+--"-87 '---t---1 tt c--+---i -+-+--IT I--76 t+ i--l--+1--H -t--c-· ---i--t--t--,--1 --=-Ji---+--c-+--t-f+ ~ =w -+--+--I 72 27+00 28+00 -:i;."' ,2 • -\;l 6214 DATE BY DESCRIPTION APP'D. . 12-31-02 C/V\\, RE~SIONS ® G) © --+-~I Jr-t--t- --1-I- CONSTRUCTION NOTES INSTALL CURED-IN-PLACE PIPE LINING \,/!THIN EXISTING 6' VCP SE\,/ER LATERAL PER SPECIAL PROV!Sl □NS. 68 64 60 INSTALL CURED-IN-PLACE PIPE LINING 'wlTHIN EXISTING 8' VCP SE\,/ER PER SPECIAL PROVISIDNS, INSTALL 6' CLEANOUT ON EXISTING LATERAL PER APPLICABLE PORTIONS OF NE\,/PORT BEACH STANDARD PLAN STD-406-L, BACKFILL, BEDDING, AND TRENCH RESURFACING PER STANDARD SPECIFICATIONS, SUBSTITUTE 3/8' CRUSHED ROCK IN LIEU OF SAND FOR PIPE BEDDING, LEGEND f2@ RECONSTRUCT 4'AC/6'AB ~;~ t_:::,::;;\j RECONSTRUCT PCC C-3465 SEWER IMPROVEMENTS PLAN AND PRO FILE WESTCLIFF DRIVE DATE lv1ARCH 27, 2002 ST A. 25+00 TO ST A. 27 + 12.25 DESIGNED BY: DRAWN BY: SC SC CITY OF NEWPORT BEACH S-5189-S f.,,.,,,.--='-;;;...+--~--1 CHECKED B\,15 °ftiRJL 2002 PUBLIC WORKS DEPARTMENT sHEn 5 oF 2. 0 90 O.G, 86 82 78 I s 0.40. 74 L__L__J__[___J_J_ ! 70 1-----+-+----+--+-f--+--+ 10+00 11 +00 12+00 t---· PROFILE SCALE VERT. HORIZ. 1 "= 4' 1 "= 20' ,-.. I ,_=hJ 13+00 DATE BY DESCRIPTION RE~SIONS 14+00 0 "-. APP'D, '16214 12---31-02 CJV\ FCA 0 0 90 86 82 78 74 70 CONSTRUCTION NOTES INSTALL NE\./ 6' VCP SEwER LATERAL AND CLEAN□UT (AT PROPERTY LINE) PER NEwP □RT BEACH STANDARD PLAN STD-406-L. BACKFILL, BEDDING, AND TRENCH RESURFACING PER THE STANDARD SPECIFICATIONS AND NEwPORT BEACH STANDARD PLANS STD 105-LA, AND STD-106-L. SUBSTITITE 3/8' CRUSHED ROCK INSTEAD OF SAND FDR PIPE BEDDING. REMOVE AND REPLACE 8' VCP SE\./ER \./ITH BEDDING, BACKFILL, AND TRENCH RESURFACING PER NE\./PDRT BEACH STANDARD PLANS STD-105-L-A, AND STD-106-L. SUBSTITUTE 3/8' CRUSHED ROCK INSTEAD OF SAND FDR PIPE BEDDING. LEGEND ~ RECONSTRUCT 4'AC/6'AB ~< -~:~,:~<::'.j RECONSTRUCT PCC C-3465 APPROVED -J . i~J-·-~ SEWER IMPROVEMENTS PLAN AND PROFILE RUTLAND ROAD EER RCE 46214 DATE MARCH 27, 2002 STA. 10+00 TO STA. 13+77.00 DESIGNED 8~c: DRAl'IN sv,sc CITY OF NEWPORT BEACH S-5189-S ..,,cH=E=CK-E-□~sv"'1""'15-+-□1-\1=fRI-L""'2:...:0:....02-1 PUBLIC WORKS DEPARTMENT SHEET 6 OF 20 r 90 SA O+ 0. 0 86 82 +--- 78 10+00 11 +00 I I S, A 12 r----i-~ P R O Fl LE SC A LE I---+-+-VERT. 1 "= 4' f-----+----------j H O R I Z . 1 " = 2 0 ' 12+00 ------------j ~ =r-r 13+00 DATE BY I -+--+--+-I ffl 0 ~t, +--+-----+---+- ' ~+----+---+- I 1-F r ----t-----,---- I _, 14+00 0 0 • 0 0 + tj-co ---f--- <C w f---w U1 I (J1 w z w __J w (J1 I u f--- <C 2 DESCRIPTION APP'D. RE\'1S10NS I- I 7 0 0 -+ ,_ ---j 90 -+--+--+-1-+--+--+-'----+---+------ 86 I_ 78 74 CONSTRUCTION NOTES INSTALL NEV 6' VCP SEVER LATERAL AND CLEANOUT (AT PROPERTY LINE) PER NEVPORT BEACH STANDARD PLAN STD-406-L. BACKFILL, BEDDING, AND TRENCH RESURFACING PER THE STANDARD SPECIFICATIONS AND NEVPORT BEACH STANDARD PLANS STD 105-LA, AND STD-106-L. SUBSTITITE 3/8' CRUSHED ROCK INSTEAD OF SAND FDR PIPE BEDDING . REMOVE AND REPLACE 8' VCP SEVER VITH BEDDING, BACKFILL, AND TRENCH RE SURF ACING PER NEVP □RT BEACH STANDARD PLANS STD-105-L-A, AND STD-106-L. SUBSTITUTE 3/8' CRUSHED ROCK INSTEAD OF SAND FOR PIPE BEDDING. LEGEl\'D ~ RECONSTRUCT 4'AC/6'AB f~ •... _,,. ·] (' ::':•.~·_:._"'.•] RECONSTRUCT PCC C-3465 EER RCE 46214 SEWER IMPROVEMENTS PLAN AND PRO FILE MARINERS DRIVE DATE l\L,\RCH27,2002 STA. 10+00 TO STA. 14+00 DESIGNED BY: DRAWN BY: TY F RT A SC SC Cl O NEWPO BE CH S-5189-S ----=-1----='---l CHECKED 8\1s 0~y;RIL 2002 PUBLIC WORKS DEPARTMENT SHEET 7 oF 20 ('\ :, _I ~--+--+ +--+---------+---i -tt +--I--I tt.· I I ++ +-----. • = ~ ±i ---j---j-+ ----+-----i +--: =f---+--1± I jj ' F I--+--. +tµ ---j---j-: -+--!-· : ---------+ 4 ~ . --. ---ft I H ~ -----'-----c +t ------+---i ~ l------+---i -----+-Lt i ~ = '+ =Fl ~ µ 'i=+ -'---+-t--t-I-----+-I -~ 1 -J { lt1 -. 1-----------------+-------+-----l-+----+-+-----+----t------c---+-+tt-----+-------------+-----+-+-+~~. --+---+---+---+----+-+-----,-------+--+---i----+----+-----,.------+---+---+-----l-+~-----+-----+--+--++-=: -=~-_;-:1-l 1-1-+I· ll i_ l 1 ~ r ,-+ !-I 1-rl ll 1---+---II-;. --+---c---c--'--+--"-ti l-+-4 =~· -t---' !.TI, --=-i ~ t-r-~ --+-+ ~ 88 -1---~ • ~ T 4 81.□6 • -+--+-tt ~ -+---+-R= ; __ ~~ +~ ~ ~-+ r---+-I--+---<>T"'Rh. __ 1 _j_ 1 T -&-i:. 1 ~ot-I ~ I 1 ---+ -. -· ---j . li ,-, f-t- 88 i-t--1 84 80 76 72 68 64 -I--_I_ ---;-i I - I -H-<:n-:--1-~----+---'--~ ----+-+ ---r ~+~ t---t 1_ ~----1----1-_tt~-;~! Itl---+--t-~1= --i _ l n-+---+--'<---r--r-+1±---+_ i1-. -I -±t--f-=-" r,-1---f-~-~H F_ -=t1 rt ~~ -----+-----i rt_: --+--t--~--±-_ t-t-1 r+--+--i -i _i~ ----,-_, _;i 1-: i+ 80 --I I --f ~ :t I I ---1-- • -· -+-+-I-+-: + 14+00 0 0 • 0 0 + r--------tj--- ~ I-w <( w I- :::r::: Ul Ul w w z w _J Ul :::r::: u I- <( 2 -+t-+-~+-t--+------+--I ti ~C-----I ±t -+-+- t--t-- - ----t------t-+-----t- 1 15+00 16+00 17+00 18+00 DATE BY DESCRIPTION REVISIONS APP'D. t--t-f--t-f---+-_J_ I ---1------J ----J-+ ~ ~\,J. ,":-"' ,S! ~6214 . 12-31-02 CJVI\, ~ 68 CONSTRUCTION NOTES 0 INSTALL NE\,/ 6' VCP SEl,/ER LATERAL AND CLEAN □UT <AT PROPERTY LINE) PER NEl,/PDRT BEACH STANDARD PLAN STD-406-L BACKFILL, BEDDING, AND TRENCH RESURFACING PER THE ST AND ARD SPECIFIC A T!ONS AND NEl,/PORT BEACH STANDARD PLANS STD 105-LA, AND STD-106-L SUBSTITITE 3/8' CRUSHED ROCK INSTEAD OF SAND FOR PIPE BEDDING. LEGEND ~ RECONSTRUCT 4'AC/6'AB ~~;\;;:::::n RECONSTRUCT PCC C-3465 SEWER IMPROVEMENTS PLAN AND PROFILE MARINERS DRIVE DATE iv1ARCII27,2002 STA. 14+00 TO STA. 17+67.03 DESIGNED BY: DRAWN BY: C TY O E p R E SC SC I F N W O T 8 ACH S-5189-S J,:,cH=Ec=KE,,,...D =syN,-: IS-' ..,..0i=y,-j{]-L-21.c...)IJ2-i PUBLIC WORKS DEPARTMENT SHEET 8 OF io co ro I - I 17 4 - I ~ I - I 166 --• - "----' 158 ~ ••• ----' I I -- 150 -I ,8 01 142 ·~r=-~7, '_±_t------c 134 126 --------.: 8VC SWE 118 I , 110 - ! l i! t ' 1 ' I I ' _i_ -I '-,-- _L I ---- ; I ---,- I -'--+-I ~++ I-"+ lf: -; ' ~ 158 150 142 134 126 118 110 1 ~ ___t~lf--. +-+--+--+--+-+--+-+-+--+--t--+-+--+-+--+--+-+--t--+----+---1 -+--+-+--+-+---+--t--+--+-+------t--+-+-+--+-+-+-+--+--+--t---+---c~-+--+-+--+-+-+-+-----'lc---~ _ _l_l____l__c______j__L___f-+_---+,~_L__:._____1--+-+-+-+--_I +-+-+-1--,------+-'------'----+--+-+-+-+-l-+-+-+--+-+-=,-+-=fF.,,.C-t-+---r--t----r-----t------,---t----'---+---t----t----t-+----t-t-----t-,----t--10_2-; -f PROFILE SCALE , -+-+-T TT -1 VERT. 1''= ~• _j_-+-+- ,- ~ I HORIZ. 1 "= 20' 20+00 21+00 22+00 23+00 0 0 • 0 0 + m 0 N ~ w -<( w ~ :::r Ul Ul w w z w _j Ul :::r u ~ -<( 2 24+00 DATE BY DESCRIPTION APP'D, RE"1SI0NS ,,;_<@ ~\, J. ,'.y~,,. !:; '-I ..., 6214 2-31- 25+00 CD ® CONSTRUCTION NOTES INSTALL NEW 6' VCP SEWER LATERAL AND CLEAN □UT (AT PROPERTY LINE) PER NEWPORT BEACH STANDARD PLAN ST D-406-L. BACKFILL, BEDDING, AND TRENCH RESURFACING PER THE STANDARD SPECIFICATIONS AND NEWPORT BEACH STANDARD PLANS STD 105-LA, AND STD-106-L. SUBSTITITE 3/8' CRUSHED ROCK INSTEAD OF SAND FDR PIPE BEDDING. INSTALL FOLD-IN-FORM PIPE LINING' ',/!THIN EXISTING 8' VCP S[',.IER PER SPECIAL PR□VISl □NS. LEGEND t8888J RECONSTRUCT 4'AC/6'AB ~ . '' ,,. ·i .; c:·;·~-:~s RECONSTRUCT PCC C-3465 APPROVED j , ~~---e SEWER IMPROVEMENTS PLAN AND PRO FILE CLIFF DRIVE PARK ULITIES ~ER RCE 46214 DATE MARCI-127,2002 STA. 20+00.00 TO STA. 24+73.88 EsicNrn 8~c DRAIIN sv,sc CITY OF NEWPORT BEACH S-5189-S """'=,-,,,.----+----------4 CHECKED BY:Vrs 0Xrru1. 2002 PUBLIC WORKS DEPARTMENT SHEET 9 OF 20 --t i -+ 186 _J_ 182 11 cd D 178 t- ,- 174 0 .. I~--+- 186 182 ---+,f----+-+---+--~ -+--+----+---+-----c-t------+--+---t-t--+---+--+---+---t-t-+-+---+--+---+---t-t-+-~-+--+---+--t-t-~--+---+---+---1-+--------l -1..--!-I T ,-178 1--/ 174 rl--tt~t:Li_=+ i-=fc:::::1-t--t--i--,-.. 1--j-----f--j·=rrr t-----+-t--+-1--t-,+q-t--i-1--t-==l'=i-+=1==:i~==-~j=, ....,~,,__--=:+a<'F:::+--+~-_---iz::+-+-++-+-+---t-+-+-++-+--+---t-t--t-t+i+4_!_-f--t--+-++-+--+---t-t--+-__j+4-+---t-t--+--1--++-+--+----i,----t-+-,----+-+,----,------+--1-+-+-----i--+-t--+--+--+ t----+-__,+_-_~-_-_,_-=:-+,----'-I _~__,_-- :;:; 2. 9% I 1--~1 I - 170 h--f____J__c--..--1-----t=J::::::::;_ i~= --i----t----'-+tc=L 166 --------+--Ir· l--r-+--'---1-+----+-- 162 160 (I) 156 18+00 19+00 = 0. "'> ---+--+---+--;+ w '--f--'-'a 0, -" -w 12.0 co N 0 ~ -I--+-+-+ PROFILE SCALE VERT. HORIZ. 1 "= 4' 1"= 20' 20+00 BEACON STREET= 10+00 CLIFF DRIVE 170 166 -+----, 162 160 156 ~---1 lHJ ~_____L__L......L.......L.._L__---'---'----'-------'----'---'..L......L.....~__L_L......L_..--'---'--L..-~-----j 11 +00 12+00 DATE BY DESCRIPTION APP'D. REVISIONS t;' ~ u {iJ :i 6 12--3 ~ C/V\\., ~ 0 ® 0 @ CONSTRUCTION NOTES INSTALL NEV 6' VCP SEVER LATERAL AND CLEANOUT <AT PROPERTY LINE) PER NEVPORT BEACH STANDARD PLAN STD--406--L. BACKFILL, BEDDING, AND TRENCH RESURFACING PER THE STANDARD SPECIFICATIONS AND NEVPDRT BEACH STANDARD PLANS STD 105--LA, AND STD--106--L. SUBSTITITE 3/8' CRUSHED ROCK INSTEAD OF SAND FDR PIPE BEDDING. INSTALL FOLD-IN-FORM PIPE LINING' VITHIN EXISTING 8' VCP SEVER PER SPECIAL PROVISIONS. REMOVE AND REPLACE 8' VCP SEVER lvITH BEDDING, BACKFILL, AND TRENCH RESURFACING PER NEVPORT BEACH STANDARD PLANS STD--105--L-A, AND STD--106--L. SUBSTITUTE 3/8" CRUSHED ROCK INSTEAD OF SAND FOR PIPE BEDDING. CONSTRUCT DROP INLET PER APPLICABLE PORTIONS OF CITY OF NE\vPDRT BEACH STANDARD PLAN STD--403--L. LEGEND ~ RECONSTRUCT 4"AC/6'AB '.) \,:/\ RECONSTRUCT PCC C-3465 APPROVED ) ~J4--· SEWER IMPROVEMENTS PLAN AND PROFILE BEACON STREET :ZITIES ~~R RCE 46214 DATE Mi\RCH 27, 2002 DESIGNED BY: DRAWN BY: SC SC CITY OF NEWPORT BEACH S-5189-S -==-c.,,-"---'--i-,.,,=--.C..CC----1 CHECKED BY: DATE PUBLIC WORKS DEPARTMENT SHEET 1 (") OF 2.0 :\1S i\.PRlL 2002 t: s :::- t--~ t;: :i -' I--' "" ~ ~ " C!' -·.--+----+~+----+f---f---+----+-t---t----c------t-----N C NSTR CTI□ S A 15+54 45 i t:EY 12 = S A- t---+---+--+---+-+---+--+----+-,~--MH 05 0 3 t----+---t----:-------t-----1-i--t-t-t-----j------t----t--+----t-----t-----1-i--t-t-t-----j------t----t--+------t-----1---_j__----j---+--,--+--+---+--i-t--+--+---t--+--t-t----1-t--t-+-+-+-++--'------,-----l-l----t-J__+-_:_---+-+----t---l-l----t-t-+-+-++-+-+--+___L--+-+-+-+-++-+-+--+---+_J_+-+--+---j,---+------+---,-~-----t--t--',ct--+--t---t--+---+--+----t-----t--t-i---t----t-----+---+-----j I H DE TH 8. '± 192 188 T 12+1 .5 188 MHD05 0 2 ,-f---+----+-----J-+-,L------1,<l-J I DE PT"'' ---"--+l----+-J-+------+- ' 184 -+- ----; -1---, -I 184 180 180 +--t-1--+-+--+-+*4,--i=,t'rrl,s,--'!_~-+1 _--+---":'-~-0 176 176 f-------j-+--+8¼-+-=l==f=--1~=+~---t~I_-_ -==~i:+-=:i=-=-i=--t:~~;.:~~Q:l~f~=--+--1=+=-+~==!=-+=t==r::-+-=1==1=--=~=i=~,if!==#~s::-+--+-l-~ -+-i-------t-t---t----t--t---+---t---+--+-----t-t--+----+-+----+--1--t---,--t-+----t---t-----+----j---j--f---+----+-t----+---+-+---+---+--+---+-----+-~+---t-~+---t---t---+-f---+--~-t----1r--t---+---t-+----+-f---+----+-t----t---+---+---t--------l 172 q, st "' 8 ,.._ ~ -168 > ~ LLl I+ ,_ ..., t-> C/1 ;;; (fl ;;; 10+00 11 +00 12+00 .. "-- '-}[tt\·;; ,..., <D " I~ ' - i: '-'-z, (/) - PROFILE SCALE VERT. HORIZ. 1 "= 1 "= 13+00 . . --_-- --_ ----_ Y.·•12t.-·•·· __ _ 4' 20' IP I S WE 14+00 15+00 BY DESCRIPTION APP'D. R[llSIONS t-v, APPROVED ) ~~J-~· Ull.lTIES ~ER RC[ 46214 DATE MARCH 27, 2002 DESIGNED BY: DRA\\N BY, SC SC CHECKED BY: DATE 1\1S l\PKlL 2002 CD 172 168 16+00 CONSTRUCTION NOTES INSTALL NEV 6' VCP SEWER LATERAL AND CLEANDUT (AT PROPERTY LINE) PER NEVP□RT BEACH STANDARD PLAN STD-406-L, BACKFILL, BEDDING, AND TRENCH RESURFACING PER THE STANDARD SPECIFICATI □NS AND NEWPORT BEACH STANDARD PLANS STD-105-L-A, AND STD-106-L. SUBSTITUTE 3/8' CRUSHED ROCK INSTEAD OF SAND FDR PIPE BEDDIN~ INSTALL CURED-IN-PLACE PIPE LlNING WITHIN EXISTING 8' VCP SEVER PER SPECIAL PR □VISJ□NS. LEGEND l?02sJ RECONSTRUCT 4'AC/6'AB ~< .~:~,:?::] RECONSTRUCT PCC C-3465 SEWER IMPROVEMENTS PLAN AND PRO FILE ALLEY 121 STA. 10+00 TO STA. 15+54.45 CITY OF NEWPORT BEACH S-5189-S PUBLIC WORKS DEPARTMENT SHEH 11 OF 2.0 190 186 182 178 174 170 TH~;,~' r--++-1--t-+ -+--' -:+-I t--i++-+ =tH '-1:~-+ 11---r~PROFILE~CAL~Ili_J -01 1_1~-+r1 -·1--·'__J_+--++-1 _;__i_i ,--+-1-' 'I I +-;-i _j-+-1--11 ~ -, +· ---+ II 1-i +-11, -r-1 II i It ~. ', ·1 r1--t-, 'Ir I 11 -t---, -j-+-----+ ~ VERT. ~. -4' -+ --f-rl T I +--+ t-1 -t r ~r r-1-1-----~ +-++---++-I I_ 1-_ ,, - - -+ t-1-7-'-, - I 1:-, -+--1 I _l +-1+---t--1~_ -----1-1--t '.HORIZ. 1 = 20 i_'-=l 1-1-+ -1 I,-'1-I 11-1 I, - - -' -, I I 111 I 11 I ! I 10+00 11 +00 12+00 13+00 . ,.• - - C ' - - •' • • BE:(;i!N C s A 1iJ-<-' (yJJ,tll(J 'CTlN 1lO,,S N 5 _---. - '·· \t_ :_.·.- ENUE DATE BY DESCRIPTION REVISIONS APP'D. CONSTRUCTION NOTES 0 INSTALL NE'w' 6' VCP SE'w'ER LATERAL AND CLEANOUT <AT PROPERTY LINE) PER NEWPORT BEACH STANDARD PLAN STD-406-L. BACKFILL, BEDDING, AND TRENCH RESURFACING PER THE STANDARD SPECJFICATI □NS AND NE\,,IPORT BEACH STANDARD PLANS STD 105-LA, AND STD-106-L. SUBSTJTITE 3/8' CRUSHED ROCK INSTEAD or SAND FOR PJPE BEDDING. 0 INSTALL CURED-IN-PLACE PIPE LINING WITHIN EXISTING 8' VCP SE'w'ER PER SPECIAL PROVISI □NS. LEGEND ~ RECONSTRUCT 4'AC/6'AB ,c;•!_;:,:~-'.::;:J RECONSTRUCT PCC APPROVED ) ~J-4--e--· /4111ES ~~R RCE 46214 C-3465 SEWER IMPROVEMENTS PLAN AND PROFILE ALLEY 116A DATE Tvli\RCH27 2002 STA. 10+00 TO STA. 12+23.40 DESIGNED 8\c DRA'IIN BY:sc CITY OF NEWPORT BEACH S-5189-S l=c=-t--=---'----1 CHECKED 8\1s D~1pRlL 2002 PUBLIC WORKS DEPARTMENT SHEET12 OF 10 190 TA 10 00 00 SAN 186 182 178 1--fl ~ ' ' 174 ~ ~ '- <t. 170 ~ ~ ~ - $'-::::. <t: 10+00 ALLEY 116A 11 +00 S '= .4 % f-+---, I ST LL 305. 09 LF CIP L NIN IN EX STING V P SEW R BROAD 12+00 1--+--f-----+-----t-~-------t-------t--I ' -I- ' 0 r-, cci ----+-+--+---+--f----~----t---,o > PROFILE SCALE VERT. 1"= 4' HORIZ. 1''= 20' +w 13+00 ALLEY114B C --, • .•, c __ ~ DATE BY DESCRIPTION REVISIONS tj ..... (, {ii ._, -t;l 6214 APP'D. 12-31-0 CONSTRUCTION NOTES INSTALL CURED-IN-PLACE PIPE LINING \./ITHIN EXISTING 8' VCP SE\./ER PER SPECIAL PROVISIONS. LEGEND ~ RECONSTRUCT 4'AC/6'AB ~<; !::'.,::-~ ;q RECONSTRUCT PCC 190 186 182 178 174 170 C-3465 APPROVED ~ SEWER IMPROVEMENTS wt..JJ • PLAN AND PROFILE kT1Es ~~R RCE 46214 BERNARDINO SAN DATE J\.1ARCI I 27, 2002 STA. 10+00 TO STA. 13+05.09 DESIGNED BY: DRAWN BY: CITY OF NEWPORT BEACH S-5189-S SC SC CHECKED BY: DATE SHEETl}OF l~ _MS /\.PRIL2002 PUBLIC WORKS DEPARTMENT 186 184 182 180 0 178 d 0 0 <( I- 176 10+00 BEG! 8 ' . I I C NSITR CT MANH_OLE--1----1-c---1--~-~- 0 1xi 0 "' 0, + > 0 --' w I-> (f) z 11 +00 > l-0+95,00 CONSTR CT! M 5 4 ' ' IN TALL 1, 1.00 LF ' N -8"VCP SE "' 0 PROFILE SCALE VERT. HORIZ. 12+00 1 "= 4' 1 "= 20' 0 0 ,co .,.,, I-> IUl ~ • ' LF •v P EW R 13+00 DATE BY DESCRIPTION APP'D. REvlSIONS f---= 14+00 0 0 • 0 0 + LD -tj- ~ ~ <C I-w I-w (J) :::r w (J) z w _J w en :::r u I- <C 2 <1\l.OFES ~ ~\. J ,:,;,~ . -\,1 6214 12-31-02 0 0 ® 188 186 184 182 180 178 176 CONSTRUCTl()N NOTES INSTALL NE\./ 6' VCP SE\./ER LATERAL AND CLEAN□UT (AT PROPERTY LINE) PER NE\./PORT BEACH STANDARD PLAN STD-406-L. BACKFILL, BEDDING, AND TRENCH RESURFACING PER THE STANDARD SPECIFICATIONS AND NE\./PORT BEACH STANDARD PLANS STD 105-LA, AND STD-106-L SUBSTITITE 3/8' CRUSHED ROCK INSTEAD OF SAND FDR PIPE BEDDING. INSTALL CURED-IN-PLACE PIPE LINING \./!THIN EXISTING 8' VCP SE'wER PER SPECIAL PROVISIONS. REMOVE EXISTING MANHOLE AND INSTALL NE\./ 48' DIAMETER MANHOLE PER CITY OF NE'wP□RT BEACH STANDARD PLAN STD-401-L, LEGEl\"D ~ RECONSTRUCT ~ ·, .. .. l < _c;~•~':.< RECONSTRUCT 4'AC/6'AB PCC C-3465 APPROVED 4-· SEWER IMPROVEMENTS ~~R RCE 46214 PLAN AND PROFILE ALLEY 114A & 114B DATE MARCH 27, 2002 STA. 10+00 TO STA. 14+00 DESI GNEO BY: DRAWN BY: SC SC CITY OF NEWPORT BEACH S-5189-S CHECKED BY: DATE PUBLIC WORKS DEPARTMENT SH[ET14 OF lQ J\'IS APRIL2002 ro • - 192 188 184 180 176 172 -+--'-I '----T-I ~ ----i----" ---j----/---:__--:_~ ·----j---j-ti ti_ -+--t -----+--I -+--+-t-+--.- 1 I I TI l=f ---f-+--c/ --+---+-tr I t-+- +--+-i--+--1-+t-----1--+---i-~ ++ W- f--------4------, -+--+ -+--t+ +--+-----t--+ --+-+-+---+----+-----, ---j--,'f- IS A I - I -- I il ~ --·-I -I +ti-± ff +--I-I I-++ -!=+="'\. +-+-j~I- ~-+ ,-,--.f-+-1-+!--+--+ -t--1-+--+--+--+ >-+-+-+-+--+- 1-I I- +± I-- ,- ~ -+--t ---+---'-~I ~ t; ~.' -+--+-f--+-- rl-I _LI I ~ tt ~ ~ i +I -ti +---+-f--t-~ ' +---+-Jl -+--+--tr------+------, ----c-+--+--+ • I t-+-$-+--t' ++ -+--+-t-+ t-+---+----t' _tt-t------,---------+----t ~ .--+----, B I -i--' c--t--• -, -1 I- I ' I I --+----trt ! 77 r 1 _· ~ -+--+ b-t-+- 1 1 _i : - I -+-1 -,---,. +--+-t--'-1---t- -. l-i-1--J_ ' _i_l l+--1 ,_ I -1 -I IC NSifR ICT D OP INLE I • -~~2-j li -I 17---+_ -~ -+--+ -+-+ +-- ri--j S A 5+94, I -I ++ f--t- -TT- --+----t-- f-1 ~-= 192 ti-----j----jjj t-+--+--+ -i---t-c-1 .,-+-+--~~ Jj-tl-tt· + I J±-~ i--tr _ -F-+--+ .--· --,---+ +---,----+-~-+--+ rt . 184 , · ~ w ; t i--+--I -:r +--I----+ +---+-i-+--1 -+--+ +-+-, h-+---+--1 ti+-+--+--~ tt If ~ t ' -I :i ~H B s = .4 % I -+--+ H-~ ----j---j-~ 1---t--t-'.I tt-t--t-i -+--t B It-+-_1 ~ = 0, 0-+--+ B_~tt_~rt=-+-+---+----t--,--"----+--If-'-++-ffi -+-+ +--+--t---~ ~ = ±= 1'---t-t=i·~---j---BI=, = = 1+ ±j -+--+ tt+--+-f---, 180 -[f£ E R -1-- -f-+- -+ - I +-+--1-+--t--+--+-H-· - - - - I ~ >--+-~ i+ +-+-4-=µ I -+-+ I I • 14+00 15+00 0 0 • 0 0 + ~ ...--- 1-- w ~ ~VJ (J) w wZ W_l VJ I u 1-- <( ~ . ~ --,-+~fTL 1~1-1 ti 1-1 1 t~· +11~1-11 ~; t. L. ~·•-•-t--t-~-1--t -1=-l.-~-+1--J-=t= ~-- 1.·i -+ I ST/itt 165'.tr Fj _ +-· ++ ,--,---t--, ..,._.,_ l__/-, , '-+ ,-,-~ -~ , • 176 ' _ :11,!J4---L~ . ~ 1 ~~ ll t -r -+----+-+-r _ t-+-1 :-~. ~ -+--+n--+--+- 1 _ +--+--i=t _ §; Tl -----t--~ -+--t ti--t--t-l--+--i : -+--t -+--+ 1 _ -+--+- 1 r 1 -, 1-1 J , i--_ 1 -_:_ _ . r -_ ' 1 1 _ 172 ~ ·-+--~I -h ~ +l ' -1 -.---, t TI ~~I. ~+ 1-+--t' : : =+I tt--~ 1: -: ± =R ~ TI. t--t-. 1--L I--+----t --h -t---t-l---t-±t-+--+ 4 _J_I -1-• ' ' +-+ .c--t-I-+---+--t ~ I T _L 1-+ 1± ..,J. PROFILE SCALE ~ ~· I ' 1-+-_µ . -VERT. 1"= 4' f---11--t __L ---1 HORIZ. 1 "= 20' -·- I ' 16+00 17+00 tt i -----j -½ -+~ -. -rl -T 1--. I DATE BY H= -1- 18+00 DESCRIPTION APP'O. REVISIONS 0 0 ® CONSTRUCTION NOTES INSTALL NE\v' 6' VCP SE\v'ER LATERAL AND CLEANOUT (AT PROPERTY LINE) PER NE\v'PORT BEACH STANDARD PLAN STD-406-L. BACKFILL, BEDDING, AND TRENCH RESURFACING PER THE STANDARD SPECIFICATIONS AND NE\v'PORT BEACH STANDARD PLANS STD 105-LA, AND STD-106-L. SUBSTITITE 3/8' CRUSHED ROCK INSTEAD OF SAND FOR PIPE BEDDING. INSTALL CURED-IN-PLACE PIPE LINING WITHIN EXISTING 8' VCP SE\v'ER PER SPECIAL PRDVISI□NS, CONSTRUCT DROP INLET PER APPLICABLE PORTIONS OF CITY OF NE\v'PORT BEACH STANDARD PLAN STD-403-L. LEGEND ~ RECONSTRUCT 4'AC/6'AB ~< _'.:~.-~'::'.'.j RECONSTRUCT PCC C-3465 SEWER IMPROVEMENTS PLAN AND PROFILE ALLEY 114B & 114C DATE 1v1ARCH27,2002 STA. 14+00 TO STA. 18+61,81 DESIGNED 8\c □RA~ BY'sc CITY OF NEWPORT BEACH S-5lS9-S i---,.,....,.. ...................................... -1 CHECKED BY: DATE PUBLIC WORKS DEPARTMENT SHEET15 OF 1·0 MS APRIL 2002 -I..'. "' Q) 36 00 S A 10+30, 7 E D CD STRU TI N l---3_2 __ ----11----1--1---+---+--+--+-+--+---+----l-l-.'....___:__+--+-t-'---RR_u;-' T-+--+---f~-l-+-+-+---+--+---+---+----,,'----l-+-i+--+H-L-+- 3 -+- 0 -4_:1;~+ 1 f-_--++-----+------j:-_-:_--r=t=!=1=j==t~JJJJ=tttt=1I::r=jJ-=~tttI!1::r=~~-t!::=ttttl1JJJ_~L~3;$;i~-ITT~r1111JJ=tctlttllJJ====tL___:ttlllJ----1 28 24 20 16 ' I ----1---+----1----l----l---+----l----l-l 10+00 11 +00 ,,. EGIN rt MH PROFILE SCALE VERT. HORIZ. LF 2 CP SE R 10+00 11 +00 DATE BY DESCRIPTION REVISIONS APP'D. '<;-~ (; ~6214 12-31-02 L DATE 0 0 ,_ ' CONSTRUCTION NOTES ' 12 8 4 0 INSTALL CURED-IN-PLACE PIPE LJNING VITHJN EXISTING 12" VCP SEVER PER SPECIAL PR□VISI □NS. REMOVE AND REPLACE s• VCP SEVER VITH BEDDING, BACKFILL, AND TRENCH RESURFACING PER NEVP □RT BEACH STANDARD PLANS STD-105-L-A, AND STD-106-L. SUBSTITUTE 3/8' CRUSHED ROCK INSTEAD OF SAND FDR PIPE BEDDING. INSTALL 60' DIAMETER MANHOLE PER □RANGE COUNTY SANITATION DISTRICT STANDARD PLAN S-050 LEGEND RECONSTRUCT 4'AC/6'AB RECONSTRUCT PCC C-3465 RCE 46214 _M_A,RCH 27, 2002 SEWER IMPROVEMENTS PLAN AND PRO FILE BAYSIDE/CARNATION DESIGNED 8~~c DRAWN sv,sc CITY OF NEWPORT BEACH S-5 l 89-S "==---"--t--------'--'---1 CHECKED BY~1s DffruL 2002 PUBLIC WORKS DEPARTMENT sHEET16 oF 2.0 0 - - CONSTRUCTION NOTES INSTALL CURED-IN-PLACE PIPE LINING \,/IT HIN EXISTING 8' VCP SE\,/ER PER SPECIAL PROVISIONS, LEGEND RECONSTRUCT 4'AC/6'AB RECONSTRUCT PCC DATE BY DESCRIPTION REVISIONS 6214 APP'D. 12-31-02 C \., C-3465 APPROVED ~ SEWER IMPROVEMENTS ~-PLAN AND PROFILE illlES ~~R RCE 46214 ALLEY 106B, BIG CANYON DATE :J\iARCII 27, 2002 AND COAST HIGHWAY DESIGNED BY: DRAWN BY: S-5189-S SC SC CITY OF NEWPORT BEACH CHECKED BY: DATE PUBLIC WORKS DEPARTMENT SHEET1 7 OF 20 MS APRIL2002 ' ' [ ~ ~ 1 .l J ' • -} 0 0 • 0 I-0 ::r+ C) LO 0:::: --- w <C I-> (J) 0 OJ w <C z w _J WI (J) u I- <C 2 LEGEND ~ RECONSTRUCT 4'AC/6'AB ~; _'.;;,:~-::::~j RECONSTRUCT PCC 0 CONSTRUCTION NOTES INSTALL CURED-IN-PLACE PIPE LINING \,/JTHIN EXISTING 8' VCP SE\,/ER PER SPECIAL PROVISIONS, DATE BY DESCRIPTION REVISIONS APP'D. ~ )> -I 0 I (_f) rr7 ' rr7 -z rn rr7 rr7 U) ' 0 -I ~ )> _____l,. 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