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HomeMy WebLinkAboutS_5199_S.. ,. CITY OF COSTA MESA VICTORIA ST ,-.-.. -.. -.-.,-.. •• .. ·,:t-:::-\. PAC/Ffc VICINITY MAP NOT TO SCALl SYMBOL LEGEND • POl'i£R POLE g ~ ::c: OCEAN osco SANITARY SEl'i£R CLEANOUT QSMH SANITARY SEl'i£R MANHOLE 'cl FIRE HYDRANT I WM WA lER MElER BOX & SERVICE □GM GAS MElER ---0-VALVE POl'i£R POLE ANCHOR 6 MONUMENT -x-x-x-FENCE BLOCKWALL ~ TREE CJ {I SHRUBBERY .LLL. .LLL __,:_a _LLL._ ASPHALT PAVEMENT BJ:;:::\::\ :IT BRICKWALK 1-··. I CONCRElE ~/.t_////c:::.£_/~ BUILDING ----EXISTING CONSTRUCTION ----PROPERTY LINE NEW CONSTRUCTION --'t---CENlERLINE ____ 5 ____ SEWER LINE W ----WATER LINE ---G-- -GAS LINE -E--POWER LINE -T lELEPHONE LINE -CATV-CABLEVISION LINE u STREET LIGHT --u-SIGN I~ GARAGE OPENING WINDOW * SPRINKLER JOHN WAYNE ~ AIRPORT ~ as:,'> ~ :i-S' (),p CITY OF -~~j~4, ,,.,,-1.l-Nl'IERSH'I iii \-HJ 'q~ Cc\ BISON A~ JC'.J BONITA ( /2½ -.~.,,.~- r~g1~gN _y,.; ABBREVIATIONS AC ASPHALT CONCRElE SQ SQUARE BC BEGIN CURVE S SEl'i£R BLK BLOCK STA STATION CAB CRUSHED AGGREGAlE BASE STD STANDARD CF CURB FACE STL SlEEL Cl CAST IRON TC TOP OF CURB CNB OTY OF NEWPORT BEACH t CENlERLJNE T lELEPHONE TV CABLE TELEVISION CL CLASS TYi' TYPICAL CLR CLEAR VCP VITRIFIED CLAY PIPE CONC CONCRElE DIP DUCTILE IRON PIPE DWG DRA'MNG EC ENC CURVE EP EDGE OF PAVEMENT W/ WITH W WATER RWY RESILIENT 'lt£DGE VALVE FE FLANGED END EA EACH l.tJ IAECHANICAL JOINT E ELECTRIC (SCE) EL ELEVATION STL SlEEL ABAND ABANDONED EXIST EXISTING IP&T IRON PIPE AND TAG FM FORCE 1.tAIN l.tON MONUMENT FS FINISHED SURFACE CA TV CABLE TV FL FLOW LJNE DWY DRIVEWAY FLG FLANGE GB GRADE BREAK GE GROVED END GV GAlE VALVE G GAS SCO QEANOUT (SEWER) ARV AIR RELIEF VALVE EV ELECTRICAL VAL VE SW SIDEWALK ID INSIDE DIAl.tElER INV INVERT LF LJNEAR FEET MH MANHOLE MAX MAXIMUM SHADING LEGEND MILS MILLIMElERS MIN MINIMUM NG NATURAL GROUND NTS NOT TO SCALE NW NORTHWESlERL Y NO NUMBER ~ COLD MILL AND RECONSTRUCT AC oc ON CENlER PCC PORTLAND CEMENT CONCRElE PE PLAIN END RECONSTRUCT AC PVC POLL YVINYL CHLORIDE PROP PROPOSED Pl/MT PAVEMENT RCP REINFORCED CONCRETE PIPE R/W RIGHT OF WAY RET RETAINING SCE SOUTHERN CALIFORNIA EDISON SF SQUARE FEET ss STAINLESS STEEL SCH SCHEDULE SHT SHEET SPEC'S SPECIFICATIONS PUBLIC WORKS DEPARTMENT I I CAMEO SHORES FORCE MAIN REPLACEMENT C-3646 APPROVED: I AJ.QOa; Nr' ~ ~ • CITY ENGINEER ~NO. 24967 ~ gp: GENERAL NOTES 1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THE REQUIREMENTS Of THE NEWPORT BEACH CONSTRUCTION STANDARDS, STANDARD SPECIAL PROVISIONS, DESIGN CRllERIA, STANDARD DRAWINGS AND THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 1997 EDITION AND SUPPLEMENTS. 2. STATIONING REFERS TO CENlERLINE OF FORCE MAIN AND GRAVITY SEl'i£R. 3. 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 FACILITIES. 4. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND WALKS. 5. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREET AND DRIVEWAYS. 6. SEl'i£R MANHOLES SHALL BE BROUGHT TO FINISH GRADE AFTER PAVEMENT IS IN PLACE. 7. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS DEPARTMENT 48 HOURS IN ADVANCE OF PERFORMING ANY WORK AT 949-644-3341. THE PUBLIC WORKS DEPARTMENT INSPECTOR SHALL ALSO BE NOTIFIED AFTER PLACEMENT OF FORMS AND PRIOR TO PLACEt.lENT OF ANY CON~ElE SO THAT THE FORMS CAN BE CHECKED FOR LINE AND GRADE AND COMPATABILITY WITH EXISTING CONSTRUCTION. 8. THE WALLS AND FACE OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY PROlEClED 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 PROlEClED WHEN INSPECTION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPEClED. 9. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORl.t EXCAVATION OR TRENCH WORK, AS DESCRIBED ABOVE, FROM CAL-OSHA. 10. PIPES IN TRENCHES SHALL BE BEDDED PER CITY Of NEWPORT BEACH STD-106-L 11. FORCE MAINS SHALL HA VE A MINll.tUM OF 36" OF COVER FROM FINISHED GRADE. 12. ALL CONCRETE SHALL BE PER THE SPECIFICATIONS. 13. ALL SEWER LINES TO BE OWNED, OPERATED AND MAINTAINED BY THE CITY SHALL BE VIDEO INSPECTED AFTER CLEANING, AIR TESTING AND MANDRILLING. ALL VIDEO INSPECTION SHALL BE PERFORMED BY THE CITY UTILITIES DEPARTl.tENT. ANY SEWER LINE FOUND TO BE INSTALLED INCORRECTLY, DEFECTIVE, DAMAGED OR OTHERWISE COMPROMISED SHALL BE REPAIRED/REPLACED AND REINSPEClED, INCLUDING AIR lEST, MANDRILL AND VIDEO, PRIOR TO ACCEPTANCE. THE CONRACTOR SHAUL PAY THE CURRENT RATE ESTABLISHED BY THE CITY FOR ADDITIONAL VIDEO INSPECTIONS. 14. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT AT 949-644-3106, 48 HOURS IN ADVANCE OF SHUTTING OFF ANY FIRE HYDRANT. 15. THE FIRE DEPARTMENT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL STREET mAFFIC LANE CLOSURES. 16. ALL FLANGED PIPE JOINTS SHALL BE JOINED UTILIZING TYPE 316 STAINLESS SlEEL NUTS, WASHERS AND HEX-HEAD BOLTS. GASKETS SHALL BE FULL-FACED, CLOTH REINFORCED BUNA-N RUBBER. 17. FlLEX AND TRANSITION COUPLINGS USED TO JOIN PIPE SHAUL HAVE ALL THREADED PARTS AND JOINING HARDWARE FABRICAlED FROM TYPE 316 STAINLESS SlEEL 18. PIPE HARNESS ASSEMBLIES, VAL VE AND FITTING RESTRAINTS AND SHACKLE -CLAMP ASSEl.tBLIES SHALL BE JOINED UTILIZING TYPE 316 STAINLESS SlEEL ALL-THREAD ROD, NUT BOLTS AND WASHERS . CLAMPS, SHACKLES, OTHER HARDWARE MAY BE CARBON STEEL, OR DUCTILE IRON WHERE APPROPRIATE, BUT MUST BE COATED WITH CORROSION PROTECTIVE MASTIC COMPOUND. (SEE SPECIFICATIONS) 19. BOLTED CONNECTORS FABRICAlED FROl.t TYPE 316 STAINLESS SlEEL SHALL HAVE THREADED PARTS COATED WTIH AN APPROVED ANTI-SEIZE COMPOUND. THE COATING SHALL BE A MINIMUl.t OF 5 MILS IN THICKNESS. 20. PROPOSED IMPROVEMENTS SHALL MATCH AND JOIN LINE AND GRADE OF EXISTING IMPROVEl.tENTS. 0 @ 0 0 ® © 0 ® ® @ ® @ @ CONSTRUCTION NOTES REMOVE INTERFERRING PORTIONS OF 4" SEWER FORCE MAIN. INSTALL 6-INCH YELOMINE RESTRAINED JOINT PVC PIPE CLASS 160 AS MANUFACTURED BY CERTAINTEED. BACKFILL, BEDDING, AND P.C.C. TRENCH RESURFACING AS PER DETAIL ON SHEET 3. CONSmUCT 60 INCH SANITARY SEl'i£R MANHOLE PER CNB STD-401-L, WITH 30 INCH FRAME AND COVER PER DETAIL A OF CNB STD-112-L JOIN EXISTING DROP MANHOLE STRUCTURE. REMOVE MANHOLE AND FILL HOLE WITH CEMENT SLURRY BACKFILL. INSTALL 4-INCH X 6-INCH DIP REDUCER. SAWCUT, REMOVE, AND RECONSTRUCT 4-INCH AC OVER 6-INCH CUB. COLD MILL EXISTING AC AND OVERLAY. REMOVE AND RECONSTRUCT TYPE E AC CURB PER CNB-STD-183-L ADJUST MANHOLE TO GRADE PER APPLICABLE PORTIONS OF CNB-STD-111-L CONSTRUCT 8-INCH PVC SEWER (SDR-35). SUBSTITUlE 3/B-INCH CRUSHED ROCK IN LIEU OF SAND FOR PIPE BEDDINt. CONSTRUCT 8-INCH PCC RESIDENTIAL DRIVEWAY APPROACH PER CNB STD-162-L. REMOVE EXISTING AND CONSTRUCT TYPE "A" PCC CURB AND GUTTER PER CNB STD-182-L SHEET NUl.tBER 1 2 3 4 SHEET INDEX DESCRIPTION TITLE SHEET PLAN AND PROFILE SHEET PLAN AND PROFILE SHEET PLAN AND PROFILE SHEET R/W r- 5' 20' SEE SHEET 4 I I I I I I \ I I /\ -\ / \ 60' 'i. I I I \ I I \ \ / I / / / 40 30 > :z "" "'? "" t<) 2 R/W w ,. I I --- ~ Ju~~-= ;.~J: ,. :J· '-c~-:: ., j' , ~! 1;: F.M. 4 SE\\ER F.M. 6 SEWER s• SEWER TYPICAL SECTION MILFORD DRIVE NTS > gz + "' n-,-"' ..- 3 > 0 z "' ,Jj "' ..... ..... v ----+-----4-----t-------t----------:-"l==CONSTRUCT 1713 LF 6" YELOMINE PVC 4 5 PROFILE SCALE HORIZ: 1 "=40' VERT: 1 "=8' MILFORD 6 7 DRIVE 65081 09-30-05 IV1L cJ.>J..\f 8 REF: S-5140-S i I 9 CONSTRUCTION NOTES > oz c- t!; l ~ d--------1,---7 a, w z ...J I u '.::c ~ o· 00 + 0 ~ 10 r,;,, INSTALL 6-INCH YELOMINE RESTRAINED JOINT PVC PIPE CLASS 160 AS MANUFACTURED \V BY CERTAINTEED. BACKFILL, BEDDING, AND P.C.C. TRENCH RESURFACING AS PER DETAIL ON SHEET 3. 90 C") I-w w I rn w w Cf) C-3646 1---+----------------,-,REVIEWEO .J-• ~VIL-ENGINEER-- R.C.E. NO. 46214 CAMEO SHORES FORCE MAIN REPLACEMENT PLAN AND PROFILE SHEET DATE_ DESIGNED DATE BY DESCRIPTION OF REVISIONS APP'D. CHECKED DRA\l,t,l SC MGRACIA ;DATE _ MS _ 01 DEC 2003 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5199-S SHEET 2 OF 4 CD @ 0 0 @ @ 8' 24" MIN WIDlH lRENCH THRU A.C SECTION (0 z i5 z .... I!: 5' MIN. 12' ROADWAY UTILITY TRENCH DETAIL NTS CONSTRUCTION NOTES REMOVE INTERFERRING PORTIONS OF 4" SEWER FORCE MAIN. INSTALL 6--INCH YEL0MINE RESlRAINED JOINT PVC PIPE CLASS 160 AS MANUFACTIJRED BY CERTAINTEED. BACKFILL, BEDDING, AND P.C.C. lRENCH RESURFACING AS PER DETAIL ON SHEET 3. C0NSlRUCT 60 INCH SANITARY SEWER MANHOLE PER CNB STD-401-L, WITH 30 INCH FRAME AND COVER PER DETAIL A OF CNB STD-112-L. JOIN EXISTING DROP MANHOLE SlRUCTURE CONSlRUCT 8-INCH PVC SEWER (SDR-35). SUBSTITIJTE 3/8-INCH CRUSHED ROCK IN LIEU OF SAND FOR PIPE BEDDING. REMOVE EXISTING AND CONSlRUCT TYPE "A" PCC CURB AND GUTTER PER CNB STD-182-L. \ \, HAM'pDEN ROAD \ ' ' \ PROPOSED CURB AND GUTTER DETAIL A SCALE 1• = 5' -----+----------'I------+----,<::, l---+----+-----l----..J.----1----l----l-----+-----+------l---+----+----:::=t,,,....-~~,=-=-if---Hr-t---+----i 120 LU2 1----+-------+---------l------l-----------l---------l---------l----------+----,-----eTcseDP'--------"0"---Fµ...P,:,.AVE=MEecN,_,.T __ +-____ +---------,----r~--------t----,t"'·,'-,1--a' EAST OF SlREET Ci,- -' N -----t------+------+----------+--------+---------<-----+------+----- I 1- 0 LU I-LU <( I ~ en LU ----+------,...-----+------+-----1-----+---__ ......,.=-"'9------" as LU ---+------+-------+-------+-----t------,+<'-------+----~ o"'\\ ~--+ en u/ 0 ~ 100 8~ ~ +~ ~ tO-.:t-l\.•/ > > ..--00 r::::,v 1-~ :Z ~~ ~ ,-,;: <.) > .:';:!l ;!:$ w 8~ -t -t ~6 > > ,;t;~ --ca 8: 90 l---+t------+-----8 z ____ ~ : -§-------1---------l---------+-----•I-----+----·--+------+------+------+-+--~ u...+------+----------; ~--,-... > ;t ~ ~ ;::; ____ --1---------+------+---------,-----+-----+--------1------+------+-----i----1--r---o+------1-----7 -c,, z--------t-----..-r--: 03 ._. 0 + "' 0 ~--o~-----f-------11------+-----+--------l------+-----'-----l-----+------t------+-------+--------+-+--~z+------t-----7 en -~ i , w+------t-----7 CONSlRUCT 1713 LF 6" YELL0WMINE PVC 80 ~---CONSlRUCT 24 LF 1------+------+------+-----1------+-----+-----+-----+------11-----+-----+-----+------+-----1-----i--s· Pvc--+-----_, LU z -' I ~ ~ 0 co + 0 ~ 11 12 13 PROFILE SCALE HORIZ: 1 "=40' VERT: 1 "=8' 14 15 ' ~i~~~,i~~·1%'3'1'.f J5),\'.I~.~;1,,r,1.;~µ~·s,;~ . •• ,,;',w,l'j,:l,f/•>',':o,.'••",.<"-~'""· ·/,". '."c: ,·••i!fi-, •• , ,,,,,"°""> ...•• "."',,...r\'-t,•-/<·.:,,_ -": .. ·.•i;½y:•,',•,•, .,~JJ 1i'i;tii;f rr:,?:£,~.; }§{ ..• •-•f: i;~i~tt·'=;;£_.,,,,, ... _. lF _.,.f~'t-#:i:--I·Jr~;·:ii i,~J:~,:, . , .. ,,,_., r • • • :· w . . ;; :{;;. . , , ·-• •1 .+"1~1t~(i : .< ";":1rh> •?:t 'ill'f* . · Pletb cf · • • ~ ,!,,,, ~>, ,. •. ,J,< • • • • l~oxs6'R'I ~8A6 · "· n.: · • MILFORD DRIVE REF: S-5140-S 16 17 18 SCALE 1"= 40' REVIEWED 100 C-3646 VIL ENGINEER R.C.E. NO. 46214 CAMEO SHORES FORCE MAIN REPLACEMENT PLAN AND PROFILE SHEET DATE BY IJESCRIPllON OF REVISIONS DESIGNED SC DRAl'IN MGRACIA CITY OF NEWPORT BEACH APP'o. c~HE=cK=E~o-~Ms-"-+="oA=TE~01-0'E'c=20=0-'-l3 _ PUBLIC WORKS DEPARTMENT S-5199-S SHEET 3 Of 4 I CONSTRUCTION NOTES G) REMOVE 4-INCH SEWER FORCE MAIN 40 35 t--------t-------+--------+-------+-------+-------+-----_-_--.-_-+-_-._-=-:_--=-----i-=----=--=-=--...:=-_=----=-=::t:;--------;40 TOP OF PAVEMENT I-a. > d z .- "' ~ "' > I-> "' 0 z a. "' ~ "' <D 0 <O + "' ~ > + 0 U") ~ "' z "' 0 ui "" z ui "' ,,, < ,-... "' + (',I "' N ~ "" "' ,-... I-co w + w ::c V) w w V) 1-----------+-----------+-----,,.,,,"=-«=-----1------------+------------ll-----------+-----------+----------t-----------,rw----------, EXISTIN BYPASS VAULT--~ z 1-----------+--------+t--Hl---+----ca~?""'=-------1-------------l-------------ll-----------+-----------+----------t-----------,r...J----------, CONSTRUCT 1713 LF 6" YELOMINE PVC 1-----------+------------1§;:----------+------------,1-----------+-----------+----------t-----------;-----------r----------c. ~m----------+------------,1-----------+----------~----------t-----------i-----------r------------, 1-------------+----------6t---------~----------+ ::, 1-------------+-------------11!:---------~------------,1------------+-----------+----------t------------t-------------,----------cn 1-----------·--t--------------jg----------+------------11------------+----------+----------t------------t-------------1---------~ 1---------+----------tz------+--------+--------1 PROFILE SCALE 1----------+----------1~--------+-----------+-----------1 HORIZ: 1 "=1 0' VERT: 1"=4' 35 30 25 0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 @ INSTALL 6-INCH YELOMINE RESTRAINED JOINT PVC PIPE, CLASS 160 AS MANUFACTURED BY CERTAINTEED. BACKFILL, BEDDING, AND P.C.C. TRENCH RESURFACING AS PER DETAIL ON SHEET 3. @ REMOVE MANHOLE AND FILL HOLE WITH SAND. @ INSTALL 4• X 6" DIP REDUCER (MJ X FE) (j) SAWCUT, REMOVE, AND RECONSTRUCT 4-INCH AC OVER 6-INCH CMS. @ COLD MILL EXISTING AC AND OVERLAY. @ REMOVE AND RECONSTRUCT ll'PE E AC CURB PER CNB-STD-183-L. @) ADJUST MANHOLE TO GRADE PER APPLICABLE PORTIONS OF CNB-STD-111-L @ CONSTRUCT 8-INCH PCC RESIDENTIAL DRIVEWAY APPROACH PER CNB STD-162-L. @ REMOVE EXISTING AND CONSTRUCT TYPE "A" PCC CURB AND GUTTER PER CNB STD-182-L. SHADING LEGEND /,;///~ ;J/' :;~};, COLD MILL AND RECONSTRUCT AC I. --·-----------RECONSTRUCT AC SCALE 1"= 10' REF: S-5140-S -----·-~--·-····1---------··-·~----- DA TE BY ! DESCRIPTION OF RE'v!SIONS DATE DESIGNED ORAi/iN SC MGRACIA APp'D. CHECKED lE 03 C-3646 CAMEO SHORES FORCE MAIN REPLACEMENT PLAN AND PROFILE SHEET CITY OF NEWPORT BEACH S-5199-S PUBLIC WORKS DEPARTMENT SHEET 4 OF 4