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HomeMy WebLinkAboutS_5180_Sz , (.!J z 0 g z z " > " I ~ 0 0 ~ 0 " C u " C( 0 0 ~ J; ! ~---,, z C a '" ,= : c] w ~ 9f cr " -8 • ffi w 2 3 g z ~ iii a: II f-0 u.; '-. __ ,· J 0:: '.lJ l iJJ. \ L i---' . ' :::i " zc: . .("' /4!_ (.!J z ~ -:j ~ :, J <i ~ a: ~ 'V 0 ro cl fi cr C cr C o hl u ::: 0 5 I ~ < ? C C ''<= '1 C C z C > < " " ' C IE C z " 'Q 7 t , " cr " 0 ~ ' cr C C 8 u e 0 ~ a ~ 7 ~ ., ' 0 I r---N 0.. I er i5 I [D ::, (/) "' - !ff :r: "' ci > ci --' "' ro ~ _::;;_j_· __ JJ_---..'.2A'.'.'.DAc::M'..:'.S_.::.Ac'.cVE::,-~--Ir ORANGE COAST ca z CITY OF COSTA MESA COLLEGE 0 >-I-V) (!) "' 'C z ~ ~ -"' ' I-0 zo =i 16 :r: LL VICTORIA "' 0 "' "' <( I ST. ~ 19TH ST. VICINITY MAP SCALE: 1" = 4400' SYMBOL LEGEND GV GAS VALVE t><I ~ WATER VALVE \\M WATER METER t><I 0 GAS METER 181 PULL BOX (S) SEWER MANHOLE ... POWER POLE w TREE ti: LITE [III]] GRATE (INLET) ® CLEAN OUT ___ £ ___ CENTERLINE ___ -5 ____ SEWER LINE -----W-----WATER LINE ---G---GAS LINE -E--POWER LINE -----PROPERTY LINE x--FENCE NEW CONSTRUCTION "" w 5 "' :;; u. BAKER $)' o/ ~'v *0'" ,;: ;fl ,F ff?-<ft_· -§l "' ;,C., ~ c,'>' UPPER EWPORT:.-=h~ BA Yd _/t1TY Fi UNIVERSIT /, OF BISON AV[ iNEWP EA ABBREVIATIONS AC ASPHALT CONCRETE VCP VITRIFIED CLAY PIPE NTS NOT TO SCALE ABAND ABANDONED MON MONUMENT CATV CABLE TV DWY DRIVEWAY C/0 CLEANOUT (SEWER) ARV AIR RELIEF VALVE EV ELECTRICAL VALVE SW SIDEWALK WWF WELDED WIRE FABRIC ~ ® 'ff-CITY OF IRVINE \ RD. ,;i· ~ ~ ~ ~ ~ ~ ~ s<'c -Vo 0 'vs <h "I;.. ~~ '1 ' I co "' II w Ill ~ :::i z 0 , I '-' I r---N , CALL TOLL FREE ~ 1-800--422-4133 ~ BEFORE YOU DIG EMERGENCY TELEPHONE NUMBERS SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT_ BEACH (UTILITIES DEPT.) COUNTY SANITATION DISTRICTS COMCAST CABLEVISION UNDERGROUND SERVICE ALERT DAY 1(800)-624-8153 1(800)-611-1911 611 1(949)-644-3011 1(949)-962-2411 1(949)-542-6222 1 (800)-422-4133 NIGHT 1(800)-624-8153 1 (800)-611-1911 611 1(949)-644-3717 1 ( 949)-644-6222 1 (800)-422-413.3 PUBLIC WORKS DEPARTMENT BEACON BAY SEWER LINE REPLACEMENT C-3277 APPROVED: DATE: DIRECTOR OF PUBLIC WORKS RC.E. 16791 APPROVED: DATE: UTILITIES MANAGER R.C.E. 25553 I ~~ r--.:::~ HARBOR ISLAND DRIVE ½ (_) ~ w ½ z ci -:% D C: C: 1/,'. C: ci C: w C: UJ ~ ~ z ci :::, I 0 C: () () 0 _J >--I 5 ~ w () "' Cl) <( >-RECORD DRAWING -1 -i--,. .,---LINE B ---- GENERAL NOTES 1. 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, CURRENT EDITION, AND SUPPLEMENTS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND ALL RELATED FEES. 3. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVA TlON IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION OF NEW FACILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OR REPLACEMENT OF ANY DAMAGED UTILITIES OR STRUCTURES. 4. STATIONS SHOWN ARE SEWER STATIONS AND ARE INDEPENDENT OF ALL OTHER STATIONS. 5. THE WALLS AND FACE OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND, OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 6. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN ITEM NO. 5 ABOVE FROM CAL -OSHA. 7. ALL SEWER PIPE SHALL BE BEDDED PER DETAIL A ON SHEET 2. 8. PIPE SHALL BE VCP, MANUFACTURED PER ASTM 301. SEWER PIPE BEDDING SHALL BE 3/4-INCH CRUSHED ROCK FROM 6 INCHES BELOW THE PIPE TO THE PIPE BOTTOM, AND SAND FROM THE PIPE BOTTOM TO 12 INCHES ABOVE THE TOP OF THE PIPE AND SHALL BE CONSOLIDATED BY JETTING PRIOR TO COMPLETION OF BACKFILLING. SAND SHALL BE S.E. ;,30 MINIMUM. 9. ALL SEWER LINES SHALL BE VIDEO INSPECTED AFTER CLEANING AND MANDRELLING. 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 MANDRELL AND VIDEO, PRIOR TO ACCEPTANCE. 10. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOURS IN ADVANCE OF ROAD CLOSURES, AT (949) 644-3106. 11. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS AND UTILITIES DEPARTMENTS 48 HOURS IN ADVANCE OF PERFORMING ANY WORK, AT (949) 644-3311 (PUBLIC WORKS) AND (949) 644-3011 (UTILITIES). THE PUBLIC WORKS DEPARTMENT INSPECTOR SHALL ALSO BE NOTIFIED AFTER PLACEMENT OF FORMS AND PRIOR TO PLACEMENT OF ANY CONCRETE FOR CURB AND GUTTER SO THAT THE FORMS CAN BE CHECKED FOR LINE AND GRADE AND COMPATIBILITY WITH EXISTING CONSTRUCTION. 12. SEWER LINE DISTANCES SHOWN IN PROFILE AND IN THE ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES. 13. ELEVATIONS OF TERMINAL SEWER LINE CLEANOUTS AND UTILITY CROSSINGS SHOWN ARE UNKNOWN, CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING SAME PRIOR TO CONSTRUCTION. 0 -· CONSTRUCTION NOTES REMOVE EXISTING AND INSTALL NEW VCP (4-INCH) SEWER LATERAL AND CLEANOUT PER CITY STD-406-L (SUBSTITUTING VCP FOR PVC). LATERAL SHALL BE INSTALLED PERPENDICULAR TO THE NEW SEWER MAIN. BACKFILL, BEDDING AND TRENCH RESURFACING SHALL BE PER DETAIL A ON SHEET 2. PIPE BEDDING SHALL BE 3/4-INCH CRUSHED ROCK. (2) POTHOLE TO LOCATE ALL EXISTING SEWER LATERALS AT PROPERTY LINE PRIOR TO START OF WORK AND PROVIDE ELEVATIONS TO ENGINEER. Q) CONTRACTOR SHALL RECORD ON THE RECORD DRAWINGS THE ACTUAL PIPE STATION WHERE THE NEW SEWER LATERAL FOR THIS ADDRESS CONNECTS TO THE NEW SEWER MAIN. 0 REMOVE EXISTING AND INSTALL 8-INCH VCP GRAVITY SEWER PIPE. BACKFILL, BEDDING AND TRENCH RESURFACING PER DETAIL A ON SHEET 2. PIPE BEDDING SHALL BE 3/4-INCH CRUSHED ROCK. ® © (j) ® REMOVE ALL EXISTING INTERFERING EXISTING VCP OR CIP GRAVITY SEWER PIPE AS REQUIRED. CONNECT NEW GRAVITY SEWER PIPE TO EXISTING MANHOLE PER CITY STD-401-L. REMOVE AND REPLACE EXISTING SEWER MAIN TERMINAL CLEANOUT PER CITY STD-400-L. REMOVE AND REPLACE EXISTING MANHOLE PER CITY STD-401-L. PROVIDE 24-INCH LONG 8-INCH BELL INLET AND 24-INCH LONG 8-INCH PLAIN END OUTLET AT MANHOLE, ACCORDING TO STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION, DETAIL 200-1, EXCEPT INLET LENGTH IS INCREASED FROM 12-INCH TO 24-INCH. ® RESURFACE TRENCH TO EXISTING GRADE USING A MINIMUM 2-1/2 INCH THICKNESS ASPHALT BASE COURSE CONSISTING OF TYPE IU-B2-AR-4000. @ @ @ @ @ CONNECT NEW MANHOLE TO EXISTING GRAVITY SEWER PIPE PER CITY STD-401-L. POTHOLE TO LOCATE EXISTING CLEANOUT PRIOR TO STARTING WORK . CONNECT TO EXISTING 8-INCH VCP SEWER WITH STAINLESS STEEL BANDED RUBBER COUPLING (CAULDER COUPLING). REPLACE DRIVEWAY APPROACH PER CITY STANDARD STD-162-L. CONNECT EXISTING 4-INCH LATERAL TO NEW MANHOLE PER CITY STD-401-L. ffi 1 @ INSTALL NEW 6-INCH PVC SOR 35 GRAVITY SEWER PIPE. BACKFILL, BEDDING AND TRENCH RESURFACING PER DETAIL A ON SHEET 2. PIPE BEDDING SHALL BE 3/4-iNCH CRUSHED ROCK. AT STREET AND PARKING LOT, RESURFACE TRENCH TO ~ EXISTING GRADE USING A MINIMUM 2-1/2 INCH THICKNESS ASPHALT BASE COURSE CONSISTING OF TYPE III-B2-AR-4000. SURFACE IMPROVEMENTS TO BE REPLACED. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL DOCUMENT EXISTING SURFACE CONDITIONS ~TH PHOTOGRAPHS AND SURVEY. AFTER CONSTRUCTION, THE CONTRACTOR SHALL RESTORE ALL EXISTING GROUND COVER AND SURFACE IMPROVEMENTS TO MATCH PRE-CONSTRUCTION CONDITIONS. REMOVE CAP FROM EXISTING SEWER MAIN TERMINAL CLEANOUT AND PLUG WITH 2-SACK SLURRY. EXISTING HOUSE SERVICE LOCATIONS TO BE FIELD VERIFIED BY CONTRACTOR. CUT OUT LATERAL WYE CONNECTIONS FROM EXISTING 6-INCH SEWER AND EXTEND LATERALS TO CONNECT TO NEW 6-INCH PVC SEWER, FIVE LOCATIONS, USING CITY 1///////////////,:, 1////sEACONBAv1////////////////~½ Th_1s Record Drnwmg has been prcp;,,red b~!-1.'ll rm in lonna~1on :mlvOded by others.. ('Gvl Engint'er5 1];1~ tH i! 1·~riti_ed iht accurnc ·" 21r:aVor complerenes;; 0f tfH!-. 1nrr,nnatJO:l _a~d ~hall r:ot be :~sponsifllt' tO:ir ~fl, t•m1;~1ons vv111ch may be incorporated bl;!tdl'! iu ~ l c."COU 11. STD-406-L EXCEPT MATCHING CROWNS OF SEWER LATERAL TO NEW SEWER MAIN. INSTALL TWO-FOOT SQUARE, 4-INCH THICK CONCRETE PAD AROUND LATERAL CLEANOUTS, TO BE LOCATED AT FENCE LINE (YACHT BASIN SIDE). ABANDON EXISTING 6-INCH SEWER MAIN BY PLUGGING EXPOSED ENDS OF PIPE AT EACH LATERAL WITH 2-SACK SLURRY. PROVIDE LATERAL ELEVATIONS TO ENGINEER. NEWPORT HARBOR LOCATION MAP NOT TO SCALE APPROVAL RECOMMENDED ANSPORTA ION AND DEVELOPMEN"i SERVICES ~ EXTENT OF PROJECT APPROVAL RECOMMENDED RCE 22045 CITYENGTT-JE~ SHEET 2 3 4 1 ) RCE 24967 INDEX OF DRAWINGS TITLE REMOVE AND DISPOSE OF EXISTING SEWER MANHOLE AND PLUG EXISTING 6-INCH INLET WITH 2-SACK SLURRY. PERFORM VCP REPAIR AND CONNECT TO EXISTING 8-INCH VCP SEWER WITH STAINLESS STEEL BANDED RUBBER COUPLING (CAULDER COUPLING). CONSTRUCT NEW MANHOLE PER CITY STD-401-L TO CONNECT TO EXISTING SEWER MAIN. PROVIDE 24-INCH LONG 8-INCH VCP BELL INLET, 24-INCH LONG 6-INCH PVC BELL INLET, AND 24-INCH LONG 8-INCH VCP PLAIN-END OUTLET AT MANHOLE, ACCORDING TO STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION, DETAIL 200-1, EXCEPT INLET LENGTH IS INCREASED FROM 12-INCH TO 24-INCH. PROVIDE CONCRETE COLLAR AT OUTLET CONNECTION TO EXISTING SEWER SIMILAR TO STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION, DETAIL 380-1. TITLE SHEET, VICINITY & LOCATION MAPS, NOTES, SYMBOLS AND ABBREVIATIONS SEWER LINE A PLAN AND PROFILE SEWER LINE B PLAN AND PROFILE SEWER LINE C PLAN AND PROFILE @ EXISTING 6-INCH SEWER TO BE ABANDONED IN PLACE @ TRENCH AND BACKFILL PER NOTE 6, DETAIL A, SHEET 2 (TYPICAL) BENCHMARK: ORANGE COUNTY BENCH MARK 43977 ELEV. 8.557, 1977 DATUM. SOUTHEAST PART OF INTERSECTION OF BAYSIDE DRIVE AND HARBOR ISLAND ON THE NORTH EASTERLY CORNER OF A 4.3 BY 4.8 FOOT CATCH BASIN, ABOUT 38 FEET SOUTH OF APPARENT CENTERLINE OF BAYSIDE DRIVE, ABOUT 64.6 FEET EAST OF THE CENTERLINE OF HARBOR ISLAND DRIVE, ABOUT 10 FT EAST OF THE EASTERLY CURB RETURN, .8 FEET BACK FROM FACE OF CURB, SET WITH EPOXY, FLUSH WITH CURB AND WALK. 6/4/01 6/19/01 DATE MST RELOCATE SEWER LINE C GEG MST GENERAL REVISIONS JAC BY DESCRIPTION APP'D REVISIONS C-3277 BEACON BAY SEWER LINE REPLACEMENT TITLE SHEET, VICINITY AND LOCATION MAPS, NOTES SYMBOLS AND ABBREVIATIONS CITY OF NEWPORT BEACH S-5180-S PUBLIC WORKS DEPARTMENT SHEET 1 OF 4 - Q'. w (/) :0 tii ~ lb fr: ~x 0 ~ '° I + st i ' I I i 12 ------------------------------+:--·-·-·--------------------··---------1:~--------·-·-----·-----------------------~------·-------------------------------------------------------------·-------;·------------------------·----------------·----------·---------,i·-----------------------------+_------l i i I 1 I i I ! i ! I i 10 i-! ---- ---LI_ ------<( ----- i I -------------------------------------------!----. -------------------------------------·-----------------1-------. -----------·-·---··------·------------------------------t------·-·· --~---· -·--------------.. ------! ------I EXISTING FINISHED SURFACE OVER \;_ ROADWAY ' ' ' cr, N r---I + st n I st ::, I , 10 ------·----. ----·--------------------------------------------------·-----------------·----·-------------------" --------·--------·---·----·--------+--···--------------·------------------------------------+------f-------------------- 1 ' -H -o I "' st + 0 ------i -----I ----I sW , Iii c,-' '° " st 0 Iii c_;J I 1 8 - -~ ;-""'"----------""------~ ----· ---...... ...._.-.._ ~--=---~ =s~----~' -----------------------------t-·--------------------------------------------- ------------------------ -- -' I ---------•--,-'-,~-----'-----------I -----z -----------; -------------------------------------- ' --------------------------------------------------------------------------------r-----------------------" i \ SCALE: 1''=20'-o" I ' I ' LIMIT OF CONSTRUCTION MH A-1 8110113114) STA 0+60 SEWER LINE "A" 2+00 3+00 ---~.~;---., . .,-._,-~..,-.,., -• 'v-----,_~ EXISTING AC / EXIST SD MANHOLE • V SLIGHT BEND FOR CLEARANCE 2 • I a ~ o 1yV"-./'- L ' "--i:';;'/;7/'Y ~0J»0::"<(~V >Y/>>/A1/'»'"> ," _1_'_M=IN~--~/ I I SAND BEDDING I I (S.E. ;,, 30)----~----.__ I I --.._ I --,' ~f ~ 11 0 • D • ( P I P E B A R R EL) ----------------------, -L"' 3/4°° CRUSHED ROCK /,;-~, I BEDDING------~ I 6" ( \ W ~ I ,~IN.I / I MIN'.I t, ::C) '--/ A'."";,_ i::-_fl / Jl11p1;:s,;>o_;::-;\:-'.J'J°G'.q:'C_::;)I ( ; I )r') Jn/; f )r"'- TRENCH SHEETING OR ..___-;,)0"-;,-;:--.}'>0--Y-0--';'0-.'>'0-.';-;:.-- SHORING IF USED ~ UNDISTURBED SOIL, TYP_ z 2 CD I I z 2 ' N I u z :0 <( I 0 w []_ <( I (/) TRENCH AND BEDDING DETAIL A w w.,,, MH A-2 STA 3+ 79 N.T S ♦ • 2;~~ '& l~-~i}) . • I 1' MIN_ 0 0:: 0:: w ~ ::, 0 (0 • I PROFILE SCALE VERT_ 1"=2' HORIZ. 1"=20' 4X519) 1. 2. 3_ 4_ 5_ ffi6 ______________ , __________ _ r----L ---------------------------- 4+00 TRENCH DETAIL NOTES: I s+oo 6+00 TRENCH WIDTH SHALL BE 0-D-+ 12-INCH MINIMUM, OR o_D_ + 20-INCH MAXIMUM, INCLUDING THICKNESS OF TRENCH SHORING OR SHEETING_ BACKFILL SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-1.3, EXCEPT THAT RELATIVE COMPACTION SHALL BE 90 PERCENT MINIMUM. 6 4 2 7+00 WHEN THE MAXIMUM TRENCH WIDTH IS EXCEEDED, THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER, FOR APPROVl>L, DRAWINGS WITH SUBSTANTIATING ENGINEERING CAL CU LA TIONS FOR THOSE MODIFICATIONS OF PIPE STRENGTH AND /OR BEDDING WHICH WILL PROVIDE AN IN-PLACE FACTOR OF SAFETY EQUIVALENT TO THAT PROVIDED IN THE CONTRACT_ BEDDING SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-1_2_1_ EXCEPT THAT: (A) CLASS 100-E-100 SLURRY MAY BE SUBSTITUTED FOR SHAPED BEDDING AT THE CONTRACTOR'S OPTION AND SOLE EXPENSE_ (B) HAUNCH BEDDING SHALL BE HAND TAMPED TO 90% RELATIVE COMPACTION MINIMUM FOR PVC, RPM, HOPE, AND ALL OTHER FLEXIBLE PIPE INSTALLATIONS, WHEREUPON THE REMAINDER OF BEDDING (ABOVE SPRINGLINE) MAY BE COMPACTED CONCURRENTLY WITH THE BACKFILL_ TRENCH RESURFACING IN ASPHALT CONCRETE P.~VEMENT SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-1.5, EXCEPT THAT: (A) ASPHALT CONCRETE SHALL BE A MINIMUM 2-1 /2 INCH THICK AND BASE COURSE SHALL CONSIST OF TYPE III-B2-AR-4000_ CAP SH/I.LL BE III CJ. (B) APPLY TACK COAT AND FEATHER NEW PAVEMENT AS NECESSARY TO SEAL THE CONTACT JOINT AND ELIMINATE PAVEMENT DEPRESSIONS WITHIN ONE FOOT OF THE CONTACT JOINT_ WHERE NOTED ON PLANS, (SEWER LINE C), THE FOLLOWING SHALL APPLY: REPLACE STREET PARKING LOT PAVEMENT TO MATCH EXISTING AC AND AGGREGATE BASE DEPTHS, PLUS ONE INCH_ MINIMUM 5 FOOT TRENCH PATCH WIDTH. FROM APPROXIMATE STATION 2+07 (PARKING LOT EDGE OF PAVEMENT) TO APPROXIMATE STATION 3+26 (END SEWER LINE C), TRENCH WIDTH SHALL BE PIPE O.D. PLUS 24 INCHES-BACKFILL AND COMPACT AS SPECIFIED IN TRENCH DETAIL NOTES 1 THROUGH 5 (ABOVE) TO 4 INCHES BELOW ASPHALT BASE COURSE_ FILL WITH 4-INCH THICK LA YER OF 2-SACK SLURRY TO BOTTOM OF BASE COURSE_ 4X5X9X12l I i 0 0:: ::i:: " u 1-w ::.:: II CD ® RECORD DRAWING This Record Drawing has been prepared based on information provided by others. CGvL Engineers has not verified the accuracy and/ or completeness of this information and shall not be responsible for any omissions which may be incorporated herein as a result. Date: </ h_/,,,.,_ , ,i' CONSTRUCTION NOTES REMOVE EXISTING AND INSTALL NEW VCP ( 4-INCH) SEWER LATERAL AND CLEANOUT PER CITY STD-406-L (SUBSTITUTING VCP FOR PVC)_ LATERAL SHALL BE INSTALLED PERPENDICULAR TO THE NEW SEWER MAIN. BACKFILL, BEDDING AND TRENCH RESURFACING SHALL BE PER DETAIL A ON SHEET 2. PIPE BEDDING SHALL BE 3/4-INCH CRUSHED ROCK. POTHOLE TO LOCATE ALL EXISTING SEWER LATERALS AT PROPERTY LINE PRIOR TO START OF WORK AND PROVIDE ELEVATIONS TO ENGINEER_ CONTRACTOR SHALL RECORD ON THE RECORD DRAWINGS THE ACTUAL PIPE STATION WHERE THE NEW SEWER LATERAL FOR THIS ADDRESS CONNECTS TO THE NEW SEWER MAIN_ REMOVE EXISTING AND INSTALL 8-INCH VCP GRAVITY SEWER PIPE. BACKFILL, BEDDING AND TRENCH RESURFACING PER DETAIL A ON SHEET 2. PIPE BEDDING SHALL BE 3/4-INCH CRUSHED ROCK_ REMOVE ALL EXISTING INTERFERING EXISTING VCP OR CIP GRAVITY SEWER PIPE AS REQUIRED. REMOVE AND REPLACE EXISTING SEWER MAIN TERMINAL CLEANOUT PER CITY STD-400-L_ REMOVE AND REPLACE EXISTING MANHOLE PER CITY STD-401-L. PROVIDE 24-INCH LONG 8-INCH BELL INLET AND 24-INCH LONG 8-INCH PLAIN END OUTLET AT MANHOLE, ACCORDING TO STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION, DETAIL 200-1, EXCEPT INLET LENGTH IS INCREASED FROM 12-INCH TO 24-INCH_ RESURFACE TRENCH TO EXISTiNG GRADE USING A MINIMUM 2-1/2 INCH THICKNESS ASPHALT BASE COURSE CONSISTING OF TYPE III-B2-AR-4000_ CONNECT NEW MANHOLE TO EXISTING GRAVITY SEWER PIPE PER CITY STD-401-L. ----____ ----.----" ----. ® @ -------II BEACON BAY (0 . 5+00 • -!1 ,, 2 • MH A-3 STA 5+62 a ♦ • I 6+00 ' I I 13) I • • -- ----" -·-- ~1 --=.'"~ 'w ". RE,. 1 I . POTHOLE TO LOCATE EXISllNG CLEANOUT PRIOR TO STARTING WORK. CONNECT TO EXISTING 8-INCH VCP SEWER WITH STAINLESS STEEL BANDED RUBBER COUPLING (CAULDER COUPLING) . @ REPLACE DRIVEWAY APPROACH PER CITY STANDARD STD-162-L. @ CONNECT EXISTING 4-INCH LATERAL TO NEW MANHOLE PER CITY STD-401-L . -LIMIT OF CONSTRUCTION c/o A-1 '7X11) I STA 6+90± SEWER LINE "A" '""""" I C-3277 /\ APPROVED \ /4/01 MST /1 \ RELOCATE SEWER LINE C GEG t 1 )' /25/0 MST l/5\ RECORD REVISIONS ,n;,.l~>v;+..,. ~ • l'---'--+----,<,...a~------------+---1 1 'u,1LrilES ENGINEER RCE 46214 DATE '?, -\'°t-0 I BEACON BAY SEWER LINE REPLACEMENT SEWER LINE A PLAN AND PROFILE 1-□-A_TE-'-_BY---'----□E_sc_Ri_Pn_o_N -------'-AP_P'_o.+-DE=s1c~N=ED-=MS'-'-T-+--0R_A_WN--'-'HA"-----l CI TY OF NEWPORT BE AC H REVISIONS CHECKED JAC D~"'.f MAR 2001 PUBLIC WORKS DEPARTMENT S-5180-S SHEET 2 OF 4 [/) I :> 0 -.(\ I ~ ....... °"' C C W ·--~ ., l QI VI >,.. CJ IJ ,: 0 V C, " CD E ~ i -C. " ~ I.. a, +' I.. d u E "' w (/) ::, '" L,._ w 3D-' -,,x CJ u "' I E " o_ -"' ru ,,_ / .. " [') I.. 0 u [\J 0, D Qc'.D / [\J -D ' I C\J " --'-'.';' o_ ti. <[ 12 12 t---------__________ , ____________ ----------------------------------------------------------------;-------------------+--------~----------------------~---------------------------------- ---,-----------------------------:-----------E-X_I_S_T_IN-G-FI-NI-S-HE_D_S_UR_F_A_C __ E _____ ,---______________ n -N---------------1----------------------------,---------------------H--+.,.,-------- ~ I OVER t_ ROADWAY L.O I ~ 1 ol +co +rn +rn om .-:r:: v:r: (D:r:: 10 10 +o -<t:'.:2 <t:L , <(~ - s : d ~ 01 I ---':;;c.+~=----------------+1-tn ~ m _________ a -------------------.a+-------------------------t-------------------------------.;.-, -------= 6 4 2 SCALE: 1 "=20'-Q" ~~ ----------------------r-------------OJ -------------------------= -----------I ----------------------------------~---------------------------------------- ' ' w z w ~ ~ : :, ~ -~ AAA"--""--",,A ,A O 0 0 0 0 0 .... '-. / I -:---T . . ------------+ Cf) ~ c../ l""i i ~ ~ ~ ~ z §2 --!"' > "' w OC) 1 00 ' 2+00 • 0 O:'. 3+00 'ro w .. --·-----··--· ·-·--------------------------· -· ... ---····-------. ------------·-. ------------------[ ____ ----·--------,. --------------.,. . -S:i --------· 254+LF8~ ......._.,, ' "'-''ILt. I 1- VERT. 1"-2' HORIZ. 1"-20' ' 4-+-00 _J "-w "' g ~ "' eJ 5+00 I ' 0 O:'. _] ~ A 212+LFBt~) L_l', ' 6+00 0 0 2 7+00 CONSTRUCTION NOTES REMOVE EXISTING AND INSTALL NEW VCP (4-INCH) SEWER LATERAL AND CLEANOUT PER CITY STD-406-L (SUBSTITUTING VCP FOR PVC). LATERAL SHALL BE INSTALLED PERPENDICULAR TO THE NEW SEWER MAIN, BACKFILL, BEDDING AND TRENCH RESURFACING SHALL BE PER DETAIL A ON SHEET 2. PIPE BEDDING SHALL BE 3/4-INCH CRUSHED ROCK. POTHOLE TO LOCATE ALL EXISTING SEWER LATERALS AT PROPERTY LINE PRIOR TO START OF WORK AND PR0'.1DE ELEVATIONS TO ENGINEER. CONTRACTOR SHALL RECORD ON THE RECORD DRAWINGS THE ACTUAL PIPE STATION WHERE THE NEW SEWER LATERAL FOR THIS ADDRESS CONNECTS TO THE NEW SEWER MAIN. LIMIT OF CONSTRUCTION C O B-1 7 11 STA 1+00 SEWER LINE "B" O:'. UJ z 0 0 I () (/) I s • <{ I >- ~ Q) ~ REMOVE EXISTING AND INSTALL 8-INCH VCP GRAVITY SEWER PIPE. BACKFILL, BEDDING AND TRENCH RESURFACING PER DETAIL A ON SHEET 2. PIPE BEDDING SHALL BE 3/4-INCH CRUSHED ROCK_ REMOVE ALL EXISTING INTERFERING EXISTING VCP OR CIP GRAVITY SEWER PIPE AS REQUIRED. 4 5 9 1 4 5 9 4 5 3 • ( 1 8 1+00 2+00 ... II • ef 2 2 2 MH 8-1 STA 1+95 • BEACON BAY 4+00 • • [.?-i !.l'RIIIKllR 1/ALVE ?' :i, ,_, I/ Iii '' ' 'i\/BU3HE3 . I ' \',' : i I 4 5 9 12 + 8 5+00 • ■ 2 2 MH 8-2 STA 4+53 a REF: ,, I i /25/0 MST "l! 4 " 6+00 5 9 2 ;; - ,, + 6 LIMIT OF CONSTRUCTION MH B-3 STA +69± SEWER LINE "B" 3 RECORD RE'.1SIONS J , ' 0 ® ® @ CONNECT NEW GRAVITY SEWER PIPE TO EXISTING MANHOLE PER CITY STD-401-L. REMOVE AND REPLACE EXISTING SEWER MAIN TERMINAL CLEANOUT PER CITY STD-400-L. REMOVE AND REPLACE EXISTING MANHOLE PER CITY STD-401-L. PROVIDE 24-INCH LONG 8-INCH BELL INLET AND 24-INCH LONG 8-INCH PLAIN END OUTLET AT MANHOLE, ACCORDING TO STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION, DETAIL 200-1, EXCEPT INLET LENGTH IS INCREASED FROM 12-INCH TO 24-INCH. RESURFACE TRENCH TO EXISTING GRADE USING A MINIMUM 2-1/2 INCH THICKNESS ASPHALT BASE COURSE CONSISTING OF TYPE III-B2-AR-4000. POTHOLE TO LOCATE EXISTING CLEANOUT PRIOR TO STARTING WORK. CONNECT TO EXISTING 8-INCH VCP SEWER Willi STAINLESS STEEL BANDED RUBBER COUPLING (CAULDER COUPLING). REMOVE EXISTING VCP AND INSTALL PVC GRAVITY SEWER PIPE, SIZE AS SHOWN. BACKFILL, BEDDING AND TRENCH RESURFACING PER DETAIL A ON SHEET 2. PIPE BEDDING SHALL BE 3/4-INCH CRUSHED ROCK. RECORD DRAWING This Record Drawing has been prepared based on information provided by others. CGvL Engineers has not verified the accuracy and/or completeness of this information and shall not be responsible for any omissions which may be incorporated herein as a result. I Signe~:71,4• i?u•!f, i 1tl}w Date: 1/4,_ /4,'k C-3277 APPR~O'/E.° /i nvJ /~--I----+-----+---------------,----, I ~ 'tNGINEER BEACON BAY SEWER LINE REPLACEMENT RCE 46214 DATE 1 -1"\:-o I SEWER LINE B PLAN AND PROFILE DAlI BY DESCRIPTION APP'D. DESIGNED DRA\\N MST HA CITY OF NEWPORT BEACH S-518O-S REVISIONS CHECKED DATE JAG 13 MAR 2001 PUBLIC WORKS DEPARTMENT SHEET 3 OF 4 :/1 • 0 ll _1 1n I fl " C • -~ '--..., '3 ~ "' % 0 J 0 m + C ., E " " G -Q_ u L. '-C, +' '-" u E Q'. w V) ::, "' w. w ~ Q'. <l X ('") u Q'. I E !::: o_ ru □ /lQ " ('") L a u OJ wo Q'. 0 / OJ -D • I OJ r----- -L '.;! 0. ci <[ 12 10 f--------------------------------- 8 6 4 2 SCALE: 1"=20'-0" (.) w z ---..... ------ ----~_J 1+00 I-- Cf) 25 a:: a a ;z: ::5 Cf) a:: 0 QJ a:: 1 0::: w :s: --..... W-- U) z (9 w a) LIMIT OF CONSTRUCTION MH C-1 19 STA 1+00 SEWER LINE "c" I I i ' I I I I I I I I I l___ ___ _ I ' i ---------·----·:----·------------------------------------ ' : ' EXISTING FINISHED SURFACE S=0.0032± j_ 2+00 SE\\ER CLEANOUTS LOCATED IN PLANTER AREA (TYP) l YAWL RD. ADDITIONAL CLEANOUT INSTALLED IN REVERSE FOR HOME OWNER 3 15 21 17 TYP 3+00 a 3+00 A 'f Lb:,-11 16 2 _l _I --- 0 0, st' e! PROFILE SCALE VERT. 1 "=2' HORIZ. 1"=20' LIMIT OF CONSTRUCTION C O C-1 STA 3+26± SEWER LINE "c" 4+00 ----------------------------------------------t-----·---·--·-···-·-·-------···-,. 12 ' 10 ----------------------- ------------------------------ 5+00 6 DO CONSTRUCTION NOTES (}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his Record Drawing has been prepared based on information provided by others. CGvL Engineers has not verified the accuracy and/ or completeness of this information and shall not be responsible for any omissions which may be incorporated herein as a result. Date: 8 4 ---------- 2 7+00 C-3277 /4/01 MST RELOCATE SEWER LINE C GEG APPROVED ) f'--'-/1-'9'--'/0'-11-M.:.S:..T-,<"'r'--G.:::E.::_N E:..R_A_L:..R...cEc:.V..cl S:..I 0-N-=-S -=--'-------t-J'-'A'-'C--, ~ J jj /L,,___.__; /26/0 MST RECORD REv1SIONS ~~~--BEACON BAY SEWER LINE REPLACEMENT DATE '>·14·0\ SEWER LINE C PLAN AND PROFILE DA TE BY DESCRIPTION APP'D. DESIGNED DRAWN MST MC CITY OF NEWPORT BEACH S-5180-S REVISIONS CHECKED DATE JAC 13 MAR 2001 PUBLIC WORKS DEPARTMENT SHEET 4 OF 4