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Home My WebLink AboutW_5226_SI u E5 Iii rn _j. __ -lf-_~fUlll~'.._~AVE~. _,--+--::: z -~ CITY OF cw.m: §@ COSTA ~ I l MESA I Ii! ill i il: EBER ~ ~~ I;,~~ ~~ , . 0 1 • ,/ ~ CITY / OF ' IRVINE LL 0 VICTCRIR ST. , , ·~--... 1.Nl\{JISllY ER >-f-WPOR1,,~=- BA u I 7_,_~19TH=-+---'ST=. -----j--7,(. r---- \ b f\ ·-- , I I ~ I ~ ,,(),s:; v«' /c cc 0-l~ICATES AREA SHOWN ON LOCATION lff' VDCDINID"fY MAP RIDJCED SCALE • 0 'cf IL IEGIEINJIDJ POWER POLE HAtHlLE FI RE HYDRANT D 1-ETER BOX ---0-VALVE POWER POLE ANCHffi MONJl'ENT -x-x-x-FENCE 0 CD BLOCKWALL TREE ,11 SHRUBBERY ASPHALT PAVEMENT BR I CKIIAL.K CONCRETE L~ BUILDING EXISTING CONSTRUCTION PROPERTY LIi£ NEIi CONSTRUCTION ---t.---CENTERLINE ----S----SEWER LINE II IIATER LINE ---G---GAS LINE -E--POIIER LINE -TEL-TELEPHONE LI NE -TV-CABLEVISION LINE -SP--SPRINKLER SYSTEM b STREET LIGHT ---,,--SIGN w E I \ \ U.C. I. INDEX OF SHEETS 1. 2, 3. TITLE SHEET PLAN AND DETAIL SHEET DETAIL SHEET ABBREVIATIONS AC Asphalt Concrete ACP Asbestos Cement Pipe CIP Cast Iron Pipe DIP Ductile Iron Pipe DU Duct EXIST Existing FE Flanged End MJ Mechanical Joint NTS Not To Scale PVMT Pavement PVC Polyvinyl Chloride RCP Reinforced Concrete Pipe RT Ring Tight SD Storm Drain STL Steel VCP Vitrified Clay Pipe ENERGENCY TELEPHONE NUMBERS CALL TOLL FREE AGENCY SOUTHERN CALIFORNIA GAS CO~FtlY SOUTHERN CALIFORNIA EDISON CCWANY PACIFIC TELEPfflNE Cotf'ANY CI TY OF NEIIPORT BEACH CUT I LIT I ES) COUNTY SANITATION DISTRICTS COMCAST CFBLEVISION 1 •800•422•4133 OO'HJNITY Cf13LEVISION -----c-BEFOHE-YOU-D I 6-__ urJJEBl3RCMl)_$_ERV I CE_fl_ERT NUMBERS. •.,,. 884-0251 • ... 885-0221 f • 811 644-3011 982--2411 542--8'.222. FFTER 8:00 PM 542-8875 720-4040 1-800-422-4133 CD 0 ® 0 ® ® 0 ® ® @ @ @ @) @ @) @) @ @ @ @ @ @ PUBLIC WORKS DEPART1\1ENT FIRST AVENUE WATER MAIN REPLACEMENT PROJECT PROJECT LOCATION .LOCATION MAP C-2944 APPROVED: PUBLIC WORKS DIRECTOR R.C.E. 12806 DATE UTI~ S DIRECTOR R.C.E. 38799 DATE CONSTRUCTION NOTES Install 8" ACP, Class 150waterl1ne. Remove existing fire hydrant assembly and construct new fire hydrant assembly per City Standard Drawing STD-500-L. Install 18"x 8" DI (MJxFE) tee per Detail 2 Install 8"x 6" DI (RTxFE) cross per Detail 1. Connect 8" ACP to existing valve per Detail 3. Install 8" DI buttelfly valve (FExFE) Replace service saddle and corp stop. Install double-strap service saddle. Stainless straps, mallable iron body with nylon coating (24"x 2-1/2" saddle). Construct valve vaull per Detail 1 on sheet 3. Remove existing air release valve and manhole vaull. Plug existing outlet at main and backfill, compact, and repave per City Standard Drawing STD-105-L. Remove existing 18" valve vault. Backfill, compact, and repave per City ~tandard Drawing STD-105-L. Abandon existing valve, remove valve box, cover, and riser. Abandon existing waterline in place. Remove interfering portions of existing pipe, fittings, and thrust blocks as required. Install new 8"x 6" DI tee (RTxFE). Install 6" DIPxACP rough barrel transition coupling. tnstall 6" Class 52 DIP spindle (FExPE). lengthen as required. Construct thrust blocks per City Standard Drawing STD-510-L. Ends of pipe to be capped with 2 sack concrete. l.nstall 6" DIPxCIP transition coupling. Deflect to new alignment over 52'. Remove existing sidewalk to the nearest joint Replace sidewalk per City Standard Drawing STD-182-L Install 18" DI MJ sleeve with MJ retainer glands. Install 8" DI RTxFE adapter. Remove existing 18" valve, valve box and riser and reconnect per Detail 4. Install 2-1/2" x 2" heavy nylon reducing bushing I.P.T. @ @) @ @ @ @ ® @ @ @ @ @ @ @ @ @ Close valve during construction and protect from movement. Install 2" Ball Corp, Jones IP T. inlet, F.I.P. outlet. Install 18" flexible couplings with harness restraint assembly. Install adjustable steel pipe support per City Standard Drawing STD-522-L. Construct 8'x 11' precast concrete vault (as Manufactured by Brooks Products or equal). Provide 30"x 36" spring-open-assist hinged access hatch and 3' diameter manhole lid opening. Install 18" DIP spindle (FExGroove End). Construct 2" air and vacuum relief valve per City Standard Drawing STD-515-L. Install 8" PVC vent Schedule 80. Install 18" flanged end buttelfly valve with hand wheel operator. Install 18" heavy victaulic coupling Style 37. Install 8" air vent stack (Armour-Cast Products or approved equal). Construct 2'x2'x6" thick concrete pad with Class "A" concrete. Install 12" diameter sump with cast iron grated cover. Install aggregate base, Install 18" DIP (PExPE) pipe. Install 36" diameter cast iron manhole lid and ring Install 18" DIP spindle (FExPE). Install 18" DIP (PExGroove End). Remove existing 18" valve. Install rubberized mechanical glands "Link Seal". Install OSHA (approved) dimensioned galvanized steel ladder, wall mounted, with side rail extensions. Protect existing palm tree and bushes in place or remove and replace in kind. Install "Grip-Strut" channel anchor, use all stainless steel hardware. Install 2" brass corp stop plug. Remove and replace existing Type A curb and gutter to the nearest joint per City Standard Drawing STD-182-L, 1, 2. 3. 4. 5. 6, 7. 8. 9, 10. 11. 12. SCALE: 1" = 600' GENERAL NOTES It shall be the Contractor's responsibility to determine the true location and 13. depth of all utilities and service connections which may be affected by or affect the work. He shall also determine the type, material and condition of these utilities, in order to provide sufficient lead time to resolve unforeseen 14, conflicts, order materials w,d take appropriate measures to ensure that there is no delay in work. 15. An earnest effort has been made to determine the existence of utilities at the site of the work from records of the owners of known utilities in the vicinity of the work. The position of these utilities as derived from such records are shown on the plans. The service connections to these utilities 16. are not shown on the plans. The Contractor shall make his own investigations, including exploratory excavations to determine the locanons of existing service laterals or appurtenances when their presence can be 17. inferred from the presence of other visible facilities, such as buildings or meter boxes. 18. Existing water mains, valve fittings, fire hydrants, etc. that are removed by 19. the Contractor shall, as determined by the Engineer, remain the property of the City. The Contractor shall deliver these materials to the City Utilities Yard at 949 West 16th Street. 20. Contractor responsible for removal and disposal of all AC pipe. 21. The construction of all public improvements shall conform to the requirements al the Newport Beach Construction standards, Standard Special Provisions, Design Criteria, Standard Drawings and the "Standard Specllications For Public Works Construction," 1991 Edition and 22. supplements. Stationing refers to centerline of street. Curb data refers to face of curb. All exposed concrete surfaces shall conform in grade, color and finish ta all adjoining curbs and walks. 23. All underground work shall be completed prior to paving of street and 24. driveways. Pavement sections shown are minimum and subject ta revision and 25. approval of the city as required by soil tests taken after completion of rough grading. The contractor shall request inspection from the Public Works Department 48 hours in advance of performing any work at 664-3311. The Public Works Department Inspector shall also be notified after placement of farms and prior to placement of any concrete far curb and gutter so that the forms can be checks far line and grade and comparability with existing construction. 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 indicated that hazardous ground movement may be expected. The contractor(s) shall obtain a permit to perform excavation or trench work as described in No. 13 above from CAL-OSHA. All storm drain, sewer and water pipe shall be bedded per City of Newport Beach SID-106-L. Ductile Iron Pipe shall be Class 52 and shall have an 8 mil loose polyethylene encasement as per Section 207-9.6.2 of the Standard Specifications. Thrust Blocks shall be installed on all water main fittings in accordance with City of Newport Beach SiD-510-L Water mains shall have a minimum of 30" of cover from subgrade. All concrete shall be 560-C-3250. The contractor shall notify the Fire Department 48 hours in advance of shutting off any fire hydrants at 644-3106. The Fire Department shall be notified 48 hours in advance of all lane closures. All flanged pipe joints shall be joined utilizing type 316 stainless steel nuts, washers, and hex-head bolts. Gaskets shall be full-faced, cloth reinforced Buna-N rubber. Flex and transition couplings used to join pipe in water main construction shall have all threaded parts and adjoining hardware fabricated from type 316 stainless steel. • Pipe harness assemblies, valve and fitting restraints and shackle-clamp assemblies shall be joined utilizing type 316 stainless steel all-thread rod, nuts, bolts, and washers. Clamps, shackles and other hardware may be carbon steel or ductilE: iron where appropriate, nut must be coated liberally with corrosion protectlve mastic compound. Bolted connectors fabricated from type 316 stainless steel have threaded parts coated liberally with an approved anti-cease compound. All bolted and threaded fasteners shall be manufactured in the United States of America and shall conform to the minimum requirements for strength, material construction and dimension as established by the ASTM and_the ANSI specifications. All fasteners shall be accompanied by written certification from the manufacturer stating compliance with the appropriate specifications. BASIS OF BEARING a BOYL.& &nGln&&AlnG . COAPOAATIOn BEARINGS SHOWN ON THESE DRAWINGS ARE BASED ON THE CENTERLINE OF DAHLIA AVENUE. BEING N39°-59'-20"E PER PM 81-711, PMB 167/41-42. 1501 Quall Street P.O. Box 3030 Newport Beach, Cellfornl• 92658-9020 714 I 476-3300 INACORI R.C.E. 46214 s-z.1.q3 DATE C-2944 W-5226-S SHEET I OF 3 " "' □ n □ m n w ' 2 C < - ' W, n □ ' ,., , □ " C ~ C ' 2 C ~ s ~ 5 r 0 n 0 ~ u 0 ~ a z ~ < z r1 n " T C □ z □ ll\ :c: -I --- (iJ 171 JJ "' ,-------, ~ T C -u s z 0 0 r 0 ::I] n 9-0 □ :c ~ 0 <-~ z a G) 7 SECOND EXl'5T e,A.C,P £)(I-ST. !!" STL. EXIST 42"RC.P STA. 8+75.00 rl:. FIR5T AV&. I .'(13) r:t--~ ~ I I I I I I I 15 17 19 . w ~ <(I ...J :::c <( 0 DETAIL CD NTS DIETERICH POST REORDER NO 145720 AVE. 50' 15' 5' EXIST. &"A.C.P.--- ~-£Xt5T. 8" V.C.P 8Xl5T. 2"P.Y.C. 6TA. 9+05,4Z 5TA. q-,. 95. oo l:KIGT. 8'C.I.P. {:Xl5T. 6" C.I.P. EXtBT. 8"V.C.P. eX15T. Z"5TL.. £KIST BUTT&RFL.V VALVE WITH r,e-BACK5 : I I I ~: I l'l'I I I I I I I I I I I I I I I STA 10+21.98 & STA 13+22.02 --:: --7\ b I I ------"<- I 1 ,,-------- 1 ---+s------- 1 I \L _____ _ SCALE: I" = 40' £Jl:5T. '2" P.V.C. EXIST. IO'C.I.P. If; r/l<ST AVe. so· /6' /5' . w ~ ~I w ...J z a:: w I.J.. 2 ---------li-- e1U5T. <,," C.t.P __ ...--7 1:x,sr. 8" v:c.P--- c)(tsT. 2"5TL..-- cXl5T. 4'x ,0~1,'VAULT EXt6T 18" t.;ATE·--........._ VALVe VAULT 5T,4 Of-70. 87 6TA. /4-r35".00 $TA. l4r 7.5. 09 ~ PIR5T Alie. 5TA. 4rt:J5. 00 Ii: GOt.OE:AIROO All&. ST,'/. 4+48.5"0 I I { l t:)(/:5T. l'l'z "Oll. t;,r 15 T. e, "C. I. P. STA. 0f-")7.00 fi. NORTI-I VAULT -i---E/flf:!T /8'C.IP. zz 24 40 5TA. 3+4'8.50 EXIST. 3" 5Tt.. €Yt57: Z-4' OU. 8 10 STA. 4-,.55, 50 ~ 501/TH VAULT _J_.--.ex,sr. AIR-Rl3L&A(,e VAULT 9 Z!i 27 7 49 CD ® ® ® @) @ @ @ @ @ @) ® @ @ @ CONSTRUCTION NOTES Install 8" ACP, Class 150 waterline. Remove existing fire hydrant assembly and construct new fire hydrant assembly per City Standard Drawing STD-500-L. Install 18''x 8" DI (MJxFE) tee per Detail 2 here on. Install 8"x 6" DI (RTxFE) cross per Detail 1 here on. Connect 8" ACP to existing valve per Detail 3 here on. Install 8" DI butterfly valve (FExFE). Replace service saddle and corp stop. Install double-strap service saddle. Stainless straps, mailable iron body with nylon coating (24"x 2-1/2" saddle). Construct valve vault per Detail 1 on sheet 3. Remove existing air release valve and manhole vault. Plug existing outlet at main and backfill, compact, and repave per City Standard Drawing STD-105-L. Remove existing 18" valve vault. Backfill, compact, and repave per City Standard Drawing STD-105-L. Abandon existing valve, remove valve box, cover, and riser. Abandon existing waterline in place. Remove interfering portions of existing pipe, fittings, and thrust blocks as required. Install new 8"x 6" DI tee (RTxFE). Install 6" DIPxACP rough barrel transition coupling. Install 6" Class 52 DIP spindle (FExPE), lengthen as required. Construct thrust blocks per City Standard Drawing STD-510-L. Ends of pipe to be capped with 2 sack concrete. Install 6" DIPxCIP transition coupling. Deflect to new alignment over 52' . Install 18" DI MJ sleeve with MJ retainer glands. Install 8" DI RTxFE adapter. Remove existing 18" valve, valve box and riser and reconnect per Detail 4 here on. • Install 2-1/2" x 2" heavy nylon reducing bushing I.P.T. - I n ~ ~ 0 ~ ' / :5L__ ___ _ FIRST AVENUE Close valve during construction and protect from movement. Install 2" Ball Corp. Jones I.P.T. inlet, F.1.P. outlet. 22 40 ID)....._ ~ ____ '::?' __ \_ __ ' ____ 1 ___ _ ' I ----___ ....f---+----'-i I I I I I I ITT I __ l ~ .,I(/ -::i ...... __ ,,,,.1,--- DETAIL NTS ED ~ I 17 STA 14+85.09 STA 9+05.42 EXIST. BUTTERFLY VALVE WITH TIE-BACKS ,------..fl tf I 111 / I -->s-----:t: 1 11 111/\i ~-~ :3 ----l----=------------------ 1 20 DETAIL NTS APPROVED L..;=====I====='-' r----.,~ ............ ,....._ -------- 24 ' --=====1=====::i L __________ __,J I I I ~ I I I I I I I I I 1/---1 l... .,I( y , __ ,,,,.r, __ _ I DETAIL NTS PUBLIC WORKS DIRECTOR R.C.E. No. /1..(l,::,; DATE £:-2. 'r~ 9"J ::t: I-(!) z L,J ...J . <D ::;; ::::, ::;; z ::!: Install 18" DIP (PExPE) pipe. Install 2" brass corp stop plug. NOTE: 1 . Contractor to verily horizontal location of all waterline connections and all . underground utilities crossed prior to construction. Contractor to notify City, 11 any discrepancies arise. APPROVED DATE ITIES DIRECTOR R.C.E. NO. ~&1'!1r s(,q 1~, · C-2944 FIRST AVENUE WATER MAIN REPLACEMENT PROJECT PLAN AND DETAIL SHEET . I I G'] z C s m ri=-1 I I ' \ '1/ l '\. J I '-..____./ I C -,· • ~--L1':.D~E:S:.../~G:...N:'E~D-=-=-=-=i-D;-R;A_WN;:-=-=-=-::-!=l=D~A~TE:::-b~B:'.:Y::l::=====:~D~E~SC~R~IPT~IO=N====::::i=AP=P='D1. ~DC~HESfcEICG~KNEfcEDo~=rcoo~ARTfEAEW~N==1--CITY-OF-NEWPORT-BEACH-1=c!cW~-~5~_22=-'2:::;6~-~s:'.c3=""--------- I-, DATE PUBLIC WORKS DEPARTMENT SHEET OF CHECKED REVISIONS 'b I IX) I 1 3'-0" 8": I I I I I I I I I I I I I L ____ _ 11 '-0" ------------------------7 I I I ADJUST MANHOLE I TO GRADE I 4'-0" I ...J ...J <( u... V1 V1 0 a:,: u 'b I r--+--A.C. PAVEMENT . ..... VAULT COVER DETAIL I I I I I __J 1D I 36 ECTION .:g IX) SCALE: 1/2"=1' 4'-8" 1o 'N I 11•-o" SLOPE LEAVE 1'' PIPE GAP 4'-0" "> . a> 0 ..... a> + + ..... 0 <( <( I-I-4 1 -811 V1 V1 lD -~---_-ll'---fl------l--1'='4--1'_,__i:,:::::.:i--2...J'-0r"-m:::jj:---3'1• rh---2-·-+G-1-•-_g_•----J,m=l-----m-J...~4ffi3----lr--,jj- 7\ ---II ------_:_::_\/_/_::: __ . ~-f j I I Ill / \ 111 I I 111 ; \ 111 ~----____ y 22 If) ------------~r- -------------- SEE DETAIL 2 AND 3 FOR EXACT LOCATION b I IX) OF VENTS AND AIR RELIEF. A-• 1'-6" 1' 28 ..... DETAIL 1 SCALE: 1/2"=1' A.C. PVM'T . z -::::E 1D 18" MIN. 42 1o z :,, " ;,,: -z -:,, s-- B .:g 0 If) ..... If) If) a> + + ..... 0 <( <( I-I- IJ) V1 33 45 44 1'-6" GUTTER_) ----------------,---------- . . z -::::E 1D I 1 '-6 @I A.C. PVM'T 43 CURB_/ 22 NOTE: w l-o s: zo ...J WW W ID V1 * 1o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 A SECTION D 1. Contractor to verify depth prior to construction. Contractor to notify City. 1D I 45 SECTION SCALE: 1 /2" = 1 ' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 B SECTION SCALE: 1 /2" = 1 • SOUTH VAULT ®"'-3 -----------------=--\---- 32 32 C 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o o o o N 0 0 0 o_ o o o 0 0 0 0 0 0 0 GUTTER_) --------~~~~'<Dr~~~~~~--i -------CURB__:..;---- ---------------. ~~ . . -~ . - BUSH BUSH TREE • . . . . . • if . 37 47 3 47 DETAIL 2 SCALE: 1/2"=1' I NORTH VAULT I (50)\ 33 ------------------~-,--- GUTTER_) ------------------,1----+-i---'-------',_-~-====CURB-2:.==== • ~ I ~ . -. - • DETAIL 3 SCALE: 1 /2" = 1' Replace service saddle and corp stop. Install double-strap service saddle. Stainless straps, mailable iron body with nylon coating (24"x 2-1/t' saddle). Remove interfering portions of existing pipe, fittings, and thrust blocks as required. Remove existing sidewalk to the nearest joint. Standard Drawing STD-182-L @ Install 18" DI MJ sleeve with MJ retainer glands . Replace sidewalk per City @ Install 2-1/2"x Z' heavy nylon reducing_ bushing 1.P.T. Install Z' Ball Corp. Jones I.P.T. inlet, F.I.P. oulet. Install 18" flexible couplings with harness restraint assembly. Install adjustable steel pipe support per City Standard Drawing STD-522-L. Construct 8'x 11' precast concrete vault (as Manufactured by Brooks Products or equal). Provide 30"x 36" spring-open-assist hinged access hatch and 3' diameter manhole lid opening. @ Install 18" DIP spindle (FExGroove End). @ Construct Z' air and vacuum relief valve per City Standard Drawing STD-515-L. @ Install 8" PVC vent Schedule 80. @ Install 18" flanged end butterfly valve with hand wheel operator . @ Install 18" heavy victaulic coupling Style 37. @ Install 8" air vent stack (Armour-Cast Products or approved equal). @ Construct 2'x2'x6" thick concrete pad with Class "A" concrete. @ Install 1 Z' diameter sump with cast iron grated cover. @ Install aggregate base. @ Install 18" DIP (PExPE) pipe. @ Install 36" diameter cast iron manhole lid and ring. @ Install 18" DIP spindle (FExPE). @ Install 18" DIP (PExGraove End). Remove existing 18" valve . Install rubberized mechanical glands "Link Sear. Install OSHA ( approved) dimensioned galvanized steel ladder, wall mounted, with side roil extensions. Protect existing palm tree and bushes in place or remove and replace in kind. Install "Grip-Strut" channel anchor, use all stainless steel hardware. Remove and replace existing Type A curb and gutter to the nearest joint per City Standard Drawing STD-182-L. APPROVED: R.C.E. NO. lB7~'! C-2944 FIRST AVENUE WATER MAIN REPLACEMENT PROJECT PUBLIC WORKS DIRECTOR R.C.E. NO. /29"" DATE y 1, '7-?l l--+--+-------------1------1 DATE 5{.._,,'I~ DETAIL SHEET I I ' ' ' I - I '1 I 0 'C 0 I n e ~ ~~- L C < OJ m JJ 0 JJ ):> > -7 G1 z C <' (I] 1,1 JJ > ---- I > z z CT' n > C a ~ z 0 JJ ~ L G) z C <" OJ rn JJ "---~ ~ z e r D 0 :0 t < z G) SCALE: 1 /2" = 1 ' DESIGNED DRAWN APP'D, DESIGNED DRAWN W 5226 S ----1·---------------------------'-----~=-"''------------------------------------------~~-~-~~):;-~---t;;:;:::;;=::::j:;;:;:;;;::::==FDA~TE~~B~Y=l====~DE~SC~R~IPT~IO~N====±~~~~==li~;:::===I-CIT.Y-OF-NEW~ORJ-8EACH__ -------------------- CHECKED DATE REVISIONS cm:cKED DATE PUBLIC WORKS DEPARTMENT SHEET 3 OF 3