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Home My WebLink AboutW_5340_SCITY OF COSTA MESA JOHN WAYNE ->.;, k AIRPORT Q~ :¢-~ # !!,'< <j PROJECT LOCATION VICINITY MAP NOTTO SCALE PUBLIC WORKS DEPARTMENT BIG CANYON RESERVOIR FLOATING COVER REPLACEMENT C-5027 DATE: /{;/-/2-201'2 PUBLIC WORK DIRECTOR R.C.E. NO. 47961 GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2009 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACTS SPECIAL PROVISIONS. 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. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 4. P.C.C. SHALL BE CLASS 560-C-3250 5. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER IMMEDIATELY. FAILURE TO DO SO WILL PLACE RESPONSIBILITY OF THE CONTRACTOR FOR CORRECTION. 6. ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, OR VICE-VERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. SHEET INDEX SYMBOL ABBREVIATIONS APPROVED: l ~ \ -~-J ~~~ G-1 COVERSHEET -0-POWER POLE ARV @ SEWER CLEANOUT AC IS) SEWER MANHOLE AL (Q) BC STORM DRAIN MANHOLE <t. "°" FIRE HYDRANT CNB WATER METER CL -CLR IIJ STREET LIGHT PULL BOX CONG TRAFFIC SIGNAL PULL BOX CONT llll CSPE ,:.-...,, STREET LIGHT 0 WATER VALVE DIA DWG c-GUY WIRE DEG .. SURVEY MONUMENT E EA p SIGN EC $ VAULT VENT EL EPDM e TREE .., IRRIGATION CONTROL VALVE EXIST FLG "" CABLE TV PULL BOX FE 0 CORING LOCATION GV HWS (E) ELECTRICAL MANHOLE LBS IIJ ELECTRICAL PULL BOX LT MAX ~////}1 BUILDING MAT'L ----EXISTING CONSTRUCTION MJ MIL ----PROPERTY LINE MIN NEW CONSTRUCTION N ---1!.---NTS CENTERLINE NO -----w-----WATER LINE oc --E--ELECTRICAL LINE OD oz -CATV-CABLEVISION LINE PE -SP-SPRINKLER SYSTEM PERF PROP -x-x -x-FENCE PB BLOCKWALL PCC (IN ADDITION TO GREENBOOK SECTION 1-3_2) AIR RELIEF VALVE ASPHALT CONCRETE ALUMINUM BEGIN CURVE CENTERLINE POLYVINYL CHLORIDE REINFORCED CONCRETE PIPE RAINWATER COLLECTION TROUGH REPRESENTATIVE RESERVOIR CITY OF NEWPORT BEACH CLASS PVC RCP RCT REP RES RPP RT SCH SHT REINFORCED POLYPROPYLENE RIGHT CLEAR/CLEARANCE CONCRETE CONTINUOUS CHLOROSULPHONATED POLYETHYLENE DIAMETER DRAWING DEGREES EAST/ELECTRIC EACH END CURVE ELEVATION ETHYLENE-PROPYLENE -DIENE-MONOMER EXISTING FLANGE FLANGED END GATE VALVE HIGH WATER SURFACE s SF SIM SPEC SQ ss SY STL THO THK TYP w WI LEGEND SCHEDULE SHEET SOUTH SQUARE FOOT SIMILAR SPECIFICATIONS SQUARE STAINLESS STEEL SQUARE YARD STEEL THREAD THICK/THICKNESS TYPICAL WEST/WATER WITH POUNDS LEFT MAXIMUM [c'J;--:,,,<_j EXISTING AC PAVEMENT MATERIAL MECHANICAL JOINT mwTH INCH MINIMUM NORTH NOTTO SCALE NUMBER ON CENTER OUTSIDE DIAMETER/ DIMENSION OUNCE PLAIN END PERFORATED CONTRACTOR'S STAGING AREA PROPOSED PULL BOX EMERGENCY TELEPHONE NUMBERS PRE CAST CONCRETE SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY AT&T TELEPHONE COMPANY CITY OF NEWPORT BEACH UTILITIES DEPARTMENT ORANGE COUNTY SANITATION DISTRICT TIME WARNER CABLE COX COMMUNICATIONS DAY (800) 624-8153 (800) 611-1911 (800) 332-1321 (949) 644-3011 (714) 962-2411 (714) 542-6222 ~v; !co ~~ NIGHT DEPUTY PUBLI ORKS DIRECTOR/CITY ENGINEER R.C.E. NO. 44223 FORo <f RD s,i,., "'o "'<>v. ~- NEWPORT CENTER PACIFIC ~ ~ OCEAN ¾ CRYSTAL COVE ~ STATE BEACH ---0:::::::, (949) 644-3717 LOCATION MAP NOTTO SCALE BIG CANYON RESERVOIR ::I :E C-1 C-2 C-3 C-4 C-5 C-6 C-7 C-8 C-9 C-10 C-11 C-12 C-13 C-14 C-15 C-16 C-17 C-18 C-19 C-20 M-1 M-2 M-3 EXISTING RESERVOIR SITE PLAN EXISTING RESERVOIR COVER PLANS EXISTING RESERVOIR SECTIONS AND DETAILS EXISTING GRILLAGE STRUCTURE DETAILS-I EXISTING GRILLAGE STRUCTURE DETAILS-II EXISTING MWD OVERFLOW AND SPILLWAY OUTLET DETAILS DEMOLITION PLAN DEMOLITION SECTIONS AND DETAILS RESERVOIR COVER PLAN RESERVOIR COVER DETAILS-I RESERVOIR COVER DETAILS-II RESERVOIR COVER DETAILS-Ill BAFFLE DETAILS CORNER TROUGH DETAILS-I CORNER TROUGH DETAILS-II ACCESS HATCH DETAILS SUMP PUMP DETAILS GRILLAGE DETAILS FLOATING COVER VENT DETAILS VACUUM-BREAKING VENT DETAILS DRAIN PIPE PLAN DRAIN PIPE SECTIONS DRAIN PIPE DETAILS G-1 "' i .c Q_ .c C i= 3 0 ll. "' • "' 0 I 1-------------------,...--B-A-S-IS_O_F_B_EA_R_I_N_G_S_: -------------r--------------,...-----r------.--,-----,----------------,-----,-A--PP--Ro_v_AL_R __ Ec __ OM_M_EN_D __ rn-,-+,,RE'"".,,.,..Ewrn=-,------r-----------s,'"'G,_c .... A_N_v_o,,_N----R--ES_E __ R __ v_o_,-R--------1i BASIS OF BEARINGS ESTABLISHED IN PROJECT C-3037 ~(ff f}.J FLOATING COVER REPLACEMENT C-5027 ~ CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG ROM BC MON SAN JOAQUIN ANO MARGUERITE O WA1R/N21NG l 1---+----+-----------------+---r ...,_.,,. -;..,/J_ ,. or-~ (216B435.3840,66717575.7S401 TAKEN AS N65"34'17"W TO A ,,.. / VICINITY MAP E CHISELEOXINSIDEWALK(2168936.8759,6070473.4483I M w H GENERAL NOTES AND SHEET INDEX I BENCHMARK· IF THIS BAR DOES "' • NOT MEASURE 1" MARK HARMON MICHAEL J. SINACORI, P.E. t-------------------,---------4~ suRvEv coNTRDLP01NTSAREAs,oLLows, THEN DRAWING 1s M.o.D. DIRECTOR ASSISTANT aTY ENGINEER CITY OF NEWPORT BEACH W-5340-S • HV3 -PK NAIL (2170545.1653, 6072372.16391 NOT TO SCALE t L t--------1 • Hv4 -MONUMENTINWELL(2169298.2236,6071972.2077I NO. DATE DESCRIPTION OF RE't1SIONS APPROVED DATE l'Z. •~ IL DATE It.· \'L·\'l. PUBLIC WORKS DEPARTMENT SHEET 1 OF 24 ~ ._ ___________________________________________________________ __,.,_ _____ ..__.._ ___ ,._ ________________ ,._ __ .._ __ ...., _____ .,_ _______ ...., __________________________ _.u 8 + " 0 -r l .. -,. " 0 " " t " '5 '5> "' ... 11 "' ~-\ 8 -,. □ D 8 + I I I 1+ I I I I I I I I I .... f<l -t 6 □ 320 RECORD DRAWING 290 295 300 7 6 + 60 265 """'-'='--'--'--="'------270 □ I 0 I ' I 1 CONCRETE CURB EXISTING RESERVOIR OUTLET + 901'+/- EXISTING 48" INLET PIPE + <I) Ir, c__-----''-!L--EXISTING RESERVOIR INLET ,t747'+/- 3 - =- □ 4 - 275 □ + MIXE (TYP 4) + - WARNING 0 1/2 + ~ 8 60 1 "=60' o~--~50 GENERAL NOTES 1. 2. LOADS EXCEEDING 1200 LB/SF SHALL NOT BE PLACED IN THE RESERVOIR UNLESS SPECIFICALLY ALLOWED BY THE ENGINEER. SEE DEMOLITION PLAN FOR OTHER LOAD RESTRICTIONS INSIDE RESERVOIR. LOAD RESTRICTIONS APPLY DURING ALL PHASES OF CONSTRUCTION. SEE NOTE 3/C-7 SUDDEN OVERFLOW DISCHARGES FROM THE MWD OVERFLOW STRUCTURE MAY OCCUR AT ANY TIME. THIS STRUCTURE SHALL REMAIN IN SERVICE THROUGHOUT CONSTRUCTION. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PROTECT THE WORK AND TO ENSURE SAFETY IN THE EVENT OF A SUDDEN DISCHARGE. 3. DIMENSIONS SHOWN ARE APPROXIMATE AND BASED ON THE BEST AVAILABLE INFORMATION -THE CONTRACTOR SHALL FIELD VERIFY DIMENSIONS PRIOR TO DEMOLITION AND PRIOR TO ORDERING MATERIALS. 4. NUMEROUS PIEZOMETERS EXIST IN AND BELOW THE ASPHALT PERIMETER ACCESS ROAD. CONTRACTOR SHALL PROTECT THE PIEZOMETERS. REFERENCE NOTES CD 0 ® (j) ® ® @ ® PRIMARY PROJECT SITE ENTRANCE: 3300 PACIFIC VIEW DR, NEWPORT BEACH, CA. THIS ACCESS IS USED BY OWNER. SEE REFERENCE NOTE 11 FOR CONTRACTOR SITE ACCESS. 16'-6" DRIVE GATE 6' CHAIN LINK FENCE WITH 3 BARBED WIRES AND VIBRATION SENSING SECURITY SYSTEM AT OUTER EDGE OF RESERVOIR ACCESS ROAD. 3.5' WIDE GATE AND FIRE HYDRANT (5 ON SITE, LOCATIONS SHOWN ARE APPROX, CONTRACTOR TO FIELD VERIFY). THE CITY WILL PROVIDE FIRE HOSE AND WATER TO THE CONTRACTOR AT NO COST FOR THE PURPOSE OF RESERVOIR WASHDOWN AND CLEANING (SEE SPECS REGARDING SUPPLY RESERVOIR FILLING, STARTUP AND TESTING). EXISTING CURB AT RESERVOIR CORNERS IS POURED IN STRAIGHT SEGMENTS AT APPROXIMATELY 7.5° ± ANGLE SECTIONS (NOT A SMOOTH CURVE). CONTRACTOR SHALL FIELD VERIFY LENGTH AND ANGLE OF CURB SEGMENTS PRIOR TO SUBMITTAL OF PIPE MATERIALS. SEE DETAIL 8/M-3 PUMP OR MIXER CONTROL PANEL. SEE ELECTRICAL NOTES ON DRAWING C-17. POWER DISTRIBUTION PANEL. SEE ELECTRICAL NOTES ON DRAWING C-17. OUTER SITE FENCE. CONCRETE LINED DRAINAGE DITCH. STEEL PLATES ACROSS DRAINAGE DITCH. CONTRACTOR SHALL USE SECONDARY SITE ACCESS FOR ALL DELIVERIES AND GENERAL CONSTRUCTION ACCESS. INSTALL SAND BAG DAM IN STORM DRAINAGE CHANNEL INVERT PRIOR TO DISCHARGING RESERVOIR WASTEWATER (DURING CLEANING ACTIVITIES) INTO CHANNEL. 0 0 N " E 0 o> E 0 N "<t 0 V '-" 0 cr, 'll- / 60 ~ 1 "=60' I I 0 I '-" 'i- t '-" 0 01 'f-<D 0 0 60 10 17 '-" 'i-...,. ...,. -I> 14 -\-- 3 22 TOE OF SLOPE EL 266.5 SEE GENERAL NOTES 5 & 6 RCT@ SIDE SLOPE, TYP. -\-- BOTTOM EDGE OF ~-6-----. CHAFER STRIP TYP AROUND C-3 PERIMETER TOE OF SLOPE EL 266.5 SEE GENERAL NOTES 5 & 6 .,,---COVER BATTEN BAR CONNECTIO TYPAROUND / -~ERIMETER / / 1 C-3 ~\ / /0 TOE OF SLOPE EL 266.5 12 SEE GENERAL NOTES 5 & 6 SP-3 2 '-" 'i-...,. ...,. '-" ·a, 'i-...,. I") 15 19 18 RECORD DRAWING 3: I 21 l---'1'1111 I I I I Cl I ~~::::::.::::=_:....__ ____ 265 CONC. A 13 C-3 --=----=""-------- 8 9 TOE OF SLOPE E 263.5 SEE GENERAL NOTE 4 22 -\-- RCT@ INLET PIPE, TYP. RCT@ TOE OF SLOPE, TYP. DRIVE WAY ---- SEE GENERAL NOTE 7 12 SP-4 21 CONC. C. <.fl ------ 13 270 275 -----:------'-------=::::-280-----,----------- [lZjJ = D TOE OF SLOPE EL 266.5 SEE GENERAL NOTES 5 & 6 13 TOE OF SLOPE EL 266.5 SEE GENERAL NOTES 5 & 6 18 \ \ @--\ 12 SP-5 C-3 WARNING l I I I I I I REVIEWED GENERAL NOTES 1. TOE OF RESERVOIR SLOPE ELEVATION AT NORTH, EAST, AND SOUTH FACE IS 266.50. RESERVOIR FLOOR ELEVATION VARIES ACROSS BOTTOM (EAST TO WEST), FROM 266.50 TO 263.50. 2. RESERVOIR HIGH WATER ELEVATION 302.44 3. RESERVOIR OUTLET/DRAIN@ EL 263.50 4. TOE OF SLOPE ELEVATION VARIES CONTINUOUSLY ALONG WEST SIDE OF RESERVOIR BETWEEN ELEVATIONS SHOWN. TOE OF SLOPE ELEVATION IS CONSTANT ALONG EAST, SOUTH AND NORTH SIDES. 5. TOE OF SLOPE LOCATION SHOWN IN PLAN IS APPROXIMATE, BASED ON EXTRAPOLATED PARTIAL SURVEY DATA. CONTRACTOR SHALL FIELD VERIFY LOCATION PRIOR TO START OF WORK. 6. TOE OF SLOPE SHOWN IS SCHEMATIC REPRESENTATION OF INTERSECTION BETWEEN SIDE SLOPE AND FLOOR; ACTUAL TOE OF SLOPE IS ROUNDED (NOT FIXED INTERSECTION). 7. DRIVEWAY LOCATION IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY. REFERENCE NOTES CD ® ® ® (j) ® ® @) EXISTING FLOATING COVER, SEE DWG C-3. EXISTING CHAFER STRIP EXTENDS OVER ENTIRE SIDE SLOPE ALL AROUND RES. SEE DETAIL 1/C-3 EXISTING PIPE DIFFUSER, SEE DETAIL 4/C-3 EXISTING GRILL STRUCTURE OVER RESERVOIR INLET STRUCTURE, SEE DETAIL C/C-4 EXISTING GRILL STRUCTURE OVER MIXER AND RAIL SYSTEM, SEE DETAIL 1/C-4 EXISTING METROPOLITAN WATER DISTRICT OVERFLOW VENT, SEE DETAIL 1/C-6 EXISTING SPILLWAY OUTLET STRUCTURE, SEE DETAIL 2/C-6 EXISTING INLET PIPE, SEE DETAIL 1/C-4 EXISTING INLET PIPE STRUCTURE, SEE DETAIL 3/C-4 EXISTING MIXER AND RAIL SYSTEM, SEE DETAIL 1/C-5 @ EXISTING BATTEN BAR, ANCHOR AND NUTS LOCATED AT PERIMETER OF RESERVOIR (TOP OF SLOPE) SUMP PUMP, TYP OF 6. COVER ACCESS HATCH, TYP OF 9. MIXER ACCESS HATCH, TYP OF 4. PIPE VENT, TYP OF 5. 3" PERIMETER DISCHARGE HOSES. SEE DETAIL 5/C-3. SEE CONSTRUCTION NOTE 6/C-7. @ 4" PVC PIPE CROSSING BENEATH ACCESS ROAD (6 PIPES TOTAL, 3 PER2 LOCATIONS) @ SAMPLE PUMP FLOOR CONNECTION, SEE DETAIL 5C-4. 2 LOCATIONS SHOWN ARE APPROX (CONTRACTOR TO VERIFY). SAMPLE PIPING (BELOW FLOOR). CHLORINE PIPING (BELOW FLOOR) EXTENDING TO PIPE DIFFUSERS. @ SUMP PUMP DISCHARGE HOSE AND POWER/ CONTROL CABLES (TYP OF 6). SAMPLE PUMP POWER/ CONTROL CABLES. 0 0 N ., E 0 INLET/ OUTLET OPERATING STRUCTURE AND SUMP, SEE "' DETAIL 2/C-5. BIG CANYON RESERVOIR FLOATING COVER REPLACEMENT C-5027 C-2 "' 3: "O c-i 0 I ;:-- "' a, ,..._ -<O CIVIL a MWH ~ MICHAEL J. SINACORI, P.E. EXISTING RESERVOIR COVER PLAN ~ 0 1/2 320 -This reoord drawing has been prepared, entirely IF THIS BAR DOES 1 -.,...-+----+------------------+-----t~A~SS~IS~TA~N!.!.T_,CTITY~E';;,NG~IN'-"E=ER"----t--------------------,-:::-=::--=------J -t0 ~ or in part on the basis of unverified information NOT MEASURE 1" 1-DESIGNED DRAWN \Ji'" --------:rL____::J,-------~320 compiledandfurnishedbyotherstothepreparer THEN DRAWING IS 27/11/2013 CHANGED FOR RECORD DRAWING : DJL : KVT CITY OF NEWPORT BEACH W-5340-S : ':C who is not responsible for any inaccuracies, NOT TO SCALE c. t., errors or omissions which may have been NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: JDC DATE: PUBLIC WORKS DEPARTMENT SHEET 3 OF 24 ./ 1..:~:.:..,_jj_.£:b,,_j_..J...L.~::.....---'::::.._ __ .....;;;;::::::=I:==:::::r::::::;;;~=:_---------_j----!:in~oo!!rp!!o~ra!;le!!_d~int~o,!!:lh~e~do~c!!!um!!!e~nt!.!a~s~a~re~su!!!_II ____ L __________________ .L ______ L,;.:.:.,..1..,__:_....:,_J..:. _________________ J_ __ ..J... __ ___:::;.::..1.-_1i,,l,1""3~01,.:,2~0~12.1.-___________________ .._ _____ __,u , CHAFER STRIP WRAPPED AROUND \_BATTEN BAR 3/8"x3" CONTINUOUS SS BAR---- 3/8"0 FLATHEAD STAINLESS ,-CHAFER STRIP BLACK i 45 MIL POLYPROPYLENE I STEEL EXPANSION-TYPE ANCHOR, COUNTERSUNK INTO BAR. ANCHORED INTO CONCRETE FOOTING 3:1 SLOPE-. 3" POROUS A.C. TOE OF SLOPE-• EL. VARIES 263.5 TO 266. 0 ' ~ rt ,1 ,,,.-\ ~ sip,ir. 1lfff#~P-, \ _.,;,,, CONCRETE FOOTING AT 20'-0" O.C. THROUGHOUT PERIMETER -----,o"?'~-------------· -, -60 MIL. ' POLYPROPYLENE COVER \\~----.... ..-· ........ CHAFER STRIP ATTACHMENT N.T.S. CHAIN LINK FENCE W/ 3 STRANDS OF ANGLED BARBED WIRE. SEE NEWPORT BEACH STD DWG CITY OF 230-L-A AND 230-L-B 24" 6" 17'--0" POSTS SPACED 6 C-2 -- ·---... ________ ~ -L,, I'- --. ·. ~ AT 10'-0" O.C.----I -----. 2% ' --- ,· 1 I I A.C. PAVEMENT I , I I I . ' I - - . I I I . I I I CONG CURB RETEANCHOR LJ AC LINE~ 45 MIL. POLYPROPYLENE CHAFER STRIP TYPICAL SECTION N.T.S. ,, ,, A C-2 ., _ 1/2" DIA SS THREADED STUD@ 12" O.C. : WITH SS NUT AND WASHER. : 3/16" x 2" S.S. BAR. SLOTTED ' / HOLES 0 ' co ' ' ' ' ' 3/8" POLYESTER ROPE 60 MIL POLYPROPYLENE COVER 45 MIL ----- CHAFER STRIP TOP OF CONCRETE EXISTING CONCRETE CURB, COVER ·. ,,. \ .,> \, ~,:. \\~ \"'t-1/4" X 2" FLAT •. • CONTINUOUS EDPM GASKET, _.. ' 35± DURO, TYPE I\.- ATTACHMENT AND CHAFER STRIP ATTACHMENT 1 N.T.S. C-2 61-0" 1-011 9'-0" MAX 4" X 12" FLOAT (TYP) ).____,, \ p U:::I I ::::':===::::r:11 II -SAND FILLED TUBE 6"DIA PERIMETER TROUGH PLAN 15" X 24" ---- SUPPLEMENTAL LAY-LOOSE BALLAST NON-I NTERERENCE ZONE BOUNDARY (TYP) .--4" X 12" FLOAT (TYP) DETAIL EXISTING TROUGH AND FLOAT LAYOUT 2 3/4"DIA BLACK DACRON (POL YSTER) WEBBING WITH STANDARD CAM BUCKLE CONT. DOUBLE STRIP ' I I FLOATING COVER-' NOTE: 4"DIA POLYETHYLENE RISER @ 50'± OC N.T.S. 3" 6" DETAIL A 3/4" BLACK DACRON (POLYESTER) WEBBING W/STANDARD CAM BUCKLE SAND TUBE ATTACHMENT STRAP FLOATING COVER 9" 1'-4" SECTION B C-2 3-5/16"DIA HOLES AT BOTTOM OF CORRUGATION @ ± 1 1/2" QC (EVERY OTHER CORRUGATION) (HOLES OMITTED ON SLOPE) 4"DIA PERFORRATED/ CORRUGATION FLEXIBLE POLYETHYLENE DRAIN PIPE ,-SAND FILLED TUBE (SEE PLAN) SAND TUBE ATTACHMENT STRAP OBLONG BRASS GROMMET 4"DIA PERFORATED/CORRUGATED FLEXIBLE POLYETHYENE DRAIN PIPE SAND FILLED TUBE (SEE PLAN) EXISTING SEGMENTED WEIGHT AND DRAIN PIPE ASSEMBLY DETAIL 3 N.T.S. C-2 300 250 300 250 PERFORATED CAP 3/8" DIA PERFORATED HOLES 1" OC, VERTICALLY, 3/4" OC, CIRCUMFERANCE CONTINUOUS 1 1/2" PVC SCHEDULE 80 SEE NOTE3 -- CEMENT SLURRY BACKFILL ' .. ,1, I '.) C ,::, C :; C ~-' C '.) C co - :, C ) ( :·,c ') C '.) C ' io ' C') 3" SQ. 316 SS TUBING W/ 1" BANDS 2'-8" (H) SEE NOTE2 CONG. FOOTING ., ·--90° ELBOW EXISTING PIPE DIFFUSER 4 N.T.S. C-2 20'BERM EL 308.00 --. . I //-CONG cu RB MAX HWS EL 304.17 EL 266.5 SLOPE GENERAL NOTES 1. RESERVOIR DETAILS ARE TAKEN FROM 2004 BCR FLOATING COVER AND DISINFECTION FACILITIES RECORD DWGS (C-3037). 2. MIXER GRILLAGE IS NOT SHOWN FOR CLARITY. 3. ONE OF FOUR EXISTING PIPE DIFFUSER IS DAMAGED AND NEEDS REPAIR. THE OWNER WILL PERFORM REPAIRS. CONTRACTOR SHALL FACILITATE AND ACCOMMODATE THE OWNER'S REPAIR WORK. EXIST 3"DIA KANAFLEX--- DISCHARGE HOSE 1 i"x1'-0" UNISTRUT P1100 - CHANNEL W/ UNICUSHION PIPE CLAMP 60 MIL. POLYPROPYLENE COVER AC LINER 45 MIL. POLYPROPYLENE--~ CHAFER STRIP -24" 611 T 1 ' AC PAVEMENT ,,·\ ,·] ' ' . ' ' c'., ,,, __ _ ·-"' ~ " ·--' ' CONCRETE ANCHOR CURB BATTEN BAR EXIST. DISCHARGE HOSE 5 3" POROUS AC PAVEMENT W/ 1-1/2" THK CONG SLURRY TOPPING SLAB - EL 266.5 SLOPE C-2 20'BERM CONG CURB-tr-EL 308.00 '7 TYPICAL LONGITUDINAL SECTION THRU RESERVOIR EL 308.00 20'BERM ~/-CONG CURB MAX HWS EL 304.17 EL 263.5 1/1 5=0.0057 3" POROUS AC PAVEMENT W/ 1-1/2" THK CONG SLURRY TOPPING SLAB EL 266.5 TRANSVERSE SECTION THRU RESERVOIR 20'BERM CONG CURB-\\ I / / --EL 308.00 20'-0" -~ ·~ RES ACCESS ROAD CUT B C-2 C-3 " " N Q) E 0 en E " CX) .... 0 - en !< "O ,,-; 0 I .--------------------r------,----r---T""---------------,---,;;;RE~V;c:IEWEwm°D-----,-------RBi71G~cr.AANMYYOONNFRTTE~S~E=i=Rnv'ico5i1RR-------,i FLOATING COVER REPLACEMENT C-5027 ~ -<D CIVIL a ~ MW H MICHAEL J. SINACORI, P.E. EXISTING RESERVOIR SECTIONS AND DETAILS '6 This record drawing has been prepared, entirely IF THIS BAR DOES L~-L----L-----------------t------r,;~A?;;S~Sl~STpA!!;NT"°'CTITY~E:;;,NG~IN:!.:Ea::ER~t----------------=------=-:-::----:--:--:----,~~~::::-:::------i ~ or in part on the basis of unverified information NOT MEASURE 1" DESIGNED: DRAWN: CITY Of NEWPORT BEACH W-5340-S ;. compiled and furnished by others to the preparer THEN DRAWING IS 27/11/2013 CHANGED FOR RECORD DRAWING DJL KVT ;. RECORD DRAWING WARNING 0 1/2 who is not responsible for any inaccuracies, NOT TO SCALE APPROVED CHECKED: JDC DATE: PUBLIC WORKS DEPARTMENT SHEET 4 OF 24 _'3, l ________________________________ _j ___ .....,:~er~ro~~~or~o~mliss~io~n~sw~h~ic~h~ma~y~ha~~~b~e~en!..,_ ___ _L _________________ ...l ______ L:.:N:O·...L___:D:A~~:_.l.:D:ES:C:Rl~PT~IO~N~O~F~R=EV~IS~IO~N~S---------...l..----::.1--......:~.L..-1~1~3~0 ~2~01~21-__________________ ..__ _____ __.0 incorporated into the document as a result FLOW THRE TO RESERVOIR ON E SIDES 5' TYP ---- ;,,-I I --I ;,,-I ---- l {.) ' <( 1 --, n n --- 8' LJ LJ --1---<9 ._ 316 SS LADDER ANCHORED TO GRILLAGE AND TT VALVE VAULT FLOOR ~ N ' 3' X 3' OPENING ~N IN GRA Tl NG ---------- PIPE SUPPORT ' rv I 8' I ' I I r n n n n I ) I LJ LJ LJ LJ LJ ,-- I I -ii I I I I ' ~ \ ~EXIST. PIPE en I I TRENCH I I I ' I I "' ' en ,,--ACCESS -I f y HATCH co I \ I I ~ I "' ' ' OUTLET ;,,- \ \ 4" PERF PIPE TYP 6" DIA SAND TUBE TYP EA SIDE OF INLET PIPE 12'-3" PIPE SUPPORTS '-----48"0 RCP <1 ..,___~ <1 4 <1 ,, 18'-6" COVER-(MATERIAL LENGTH= 37-6") 3" AC+ 1 1/2" NEW CEMENT SLURRY 4" X 12" FLOAT _ ___:,.,- TYP EA SIDE OF SAND TUBE EXISTING COVER SECTION OVER INLET PIPE A m j ._ ._ .J._ J...: GRATE -- I SCALE: 1" = 2' 5' • • I TYP I INLET STRUCTURE PIPE SUPPORTS --, -,---::::::::_-_--~-----i co EL 263.50 "' 4" PERF PIPE I = ---<O l ;l, CONCRETE PAD 12'-3" b ' "' b ' "' 6" DIA SAND TUBE TYP EA SIDE OF INLET PIPE 378'± 48"DIA INLET PIPE 3"AC (POROUS) TOE OF SLOPE ~v PLAN co ELEVATION 6' co ' r- L I 8' 14' ---'-_,... - SS ANCHOR PLATE EXISTING GRILL STRUCTURE OVER INLET PIPING 1 SCALE: 1" = 5' 1'-011 4 <1 . <1 4'-0" ,, 4. <J . , . . <J . £..I .tl • 10'-0" 4'-0" ·4 48"DIA INLET PIPE <1 SUPPORT ANCHOR, TYP 4· 18'-6" TYP 11-011 <1 . <1 <1 4 <J C-2 COVER INLET STRUCTURE 2" 316 SS PIPING (TYP) ,, CONCPAD 4" PERF PIPE 4" X 12" FLOAT TYP EA SIDE OF SAND TUBE - 4" X8" BASE PLATE (TYP) --------- 12'-3" 18'-6" ~~ 2 ~~ 41-311 10'-0" 10'-6" NOTES G) TWO INCH 316 SS PIPING @ ENDPOST 9 co '.L..__4" X 12" FLOAT, PIPE SUPPORTS 48" DIA INLET PIPE 2" 316 ss COVER-(MATERIAL LENGTH= 37-6") ;, SS ANCHOR PLATE TOE OF SLOPE EXIST. 3" AC+ 1 1/2" NEW CEMENT SLURRY 4" PERF PIPE TYP EA SIDE OF SAND TUBE 2" SCHD 80 ELBOW/ PIPE RES FLOOR 2"THD QUICK CONNECT FITTING 2"/1 ¼" 0 REDUCER 1 ¼" 0 FLEX HOSE, COILED ON RES. FLOOR W/ LANYARD EXTENDING TO COVER ACCESS HATCH ABOVE SAMPLE PUMP FLOOR CONNECTION 5 NTS C-2 EXISTING GRILL STRUCTURE OVER INLET PIPING ADJACENT TO VALVE VAULT NTS GENERAL NOTE B 1. RESERVOIR DETAILS ARE TAKEN FROM 2004 BCR FLOATING COVER AND DISINFECTION FACILITIES RECORD DWG (C-3037) 6" DIA SAND TUBE TYP EA SIDE OF SAND INLET PIPE EXISTING GRILL STRUCTURE OVER INLET STRUCTURE C SCALE: 1" = 2' RECORD DRAWING 0 0 N ., E 0 "' "' 3: "O -st' 0 C-4 I ,-------------------~--------.-----.-------.-------------------,-----,-R-EVI_E_WE_D-------r----------B--I __ G_C __ A_N_Y __ O_N_R __ E __ S __ E __ R __ V __ O __ IR----------1;3-- "' FLOATING COVER REPLACEMENT C-5027 ~ -<O CIVIL a WARNING 0 1/2 MWH ~ MICHAEL J. SINACORI, P.E. EXISTING GRILLAGE STRUCTURE DETAILS -I L This reoord drawing has been prepared, entirely IF THIS BAR DOES ASSISTANT CITY ENGINEER -a or in part on the basis of unverified information NOT MEASURE 1" 1--~1------l------------------+-----t::'.:::::::~~--,-'=-:'~=~t-------------------,---------;-g compiledandfurnishedbyotherstothepreparer THNEONT DTROAWISCNAGLEIS 27/11/2013 CHANGED FOR RECORD DRAWING DESIGNED: DJL DRAWN: KVT CITY OF NEWPORT BEACH W-5340-S ~ who is not responsible for any inaccuracies, ,. errors or omissions which may have been NO DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: PUBLIC WORKS DEPARTMENT SHEET 5 OF 24 ;J, ..._ ________________________________ ..... ____ in_co_r_po_ra_1e_d_in_10_1h_e_do_cu_m_e_n1_as_a_r_es_u1_1 ___ ......_ __________________ ..._ _____ ....__·...._ ___ ...._ ________________ ...._ __ ....._ ___ J_DC.....____...1_.1 _..30""""'20._1._.2 __________________ ___,,.._ _____ __,0 16'-6' 1'-6" 12'-01/1/ I // FLOOR ELEV AT WALL 258.67 BUTTERFLY VALVE 3'-011 54" STEEL CYLINDER B APPROX. C/L OF CHAFER STRIP ANCHOR. SEE DETAIL 6/C-3 1 ----t:!·-77 --; -~ --7 CONCRETE PIPE CAST CHANNEL IN ---------k - / / DRAIN OUTLET LINE -VALVE OPERATOR SHAFTS PLACE OR DRY "---o ' ,,I L 1'-9" 6'-6" 10" PACK WITH CEMENT ~~ ;l, SUMP -6 5/8"0µx3/16" . [I I ~ _ _ _ _ _ I I I__J __ ~ WELDED 0'-0½2" '-----------._ \ STEEL PIPE . Cl) ' ELECTRI CMOTOR, OPERAT OR& FLOORS TAND AREA b I I l ~ --¥2 ---_,-_---.~1---++-----.--_--.' ---.--.,---------'-,Ll1 = "'\. ---'--- ---5' _,____,---W----W-l-'-' 1-1----l---+I--.:__ -'---t'l.:!,.,_--tl'--=--1-l--ls.=t-------71'-+----~4 I "' I -~ -~ f,--= == ~-:,:::. == =:::; ~ I b N , 5'-6' a, _-n - --_ - -+ -;-=--_:JI ='!', "'- 6'-0" _. ~ 11-611 1' 611 I M ---1= -~ I I "' I I I _,__-----l--+----'---~-E:=e;;; 3" CHLORINE PIPING ~-a171-,-~//.._,~~....1,;_~;;;j_ .. ~-'- LL I N t - - -~ ~ - - - - - -\ -~ --"+ "' \ - -=--~"""'=-s-~--~--~-..,.."'-1---1 f------------1---n-;,--+------'------"'"-4,, _.)E:+c=~ )\ _ -+---<"1;_,_-r('I '=,,.,Cl))----+ _ _ ___ --+--+-: +- 1 1 ___ \/ /\ If ~ f---:✓-Y-/ ;-;---=----_-_-_-_--~c;,-=,-+-=------=-----j = = _ = ~ ,l-\I1~~i~ ____ _J=---+-J __ 4_" _D_RA_1~N---1-- \L__0-cJ=1~=1-,=~=00c+0=~=; f-----s--U -1--,¾ ,_ I --~ _, M · 0,:\ "'· -: 518'0~;~ --i::=-=---==-=::_=1=----~--1,1 7 ~\J-4-"-1S_T_D_S_T_E_E_L _--.~---1-----=O c)_ ~tt=t-t---lf---f--~--------~--=_::--'-::----=-=~=-1:=~~~l~~~*-~~at4~==tE~-~~~~L--11 ~EELiLE~PE 4 PIPE SLEEVE a 6, --+-jJ.lnIY\J□A.lll1' "'' ,., ,, - - - - --: --• VENT PIPE RISERS h~o••I ~ ~ z -----,-1 ~ \ ~ k SLEEVE TYPE ----l'-'+--- 0 12" STEEL CYLINDER_ L ---½ ~=c--+-_-- -:::._ ~ _ _J COUPLING 4'-011 . 4'-011 I I T -PIPE SUPPORTS A ~-1----'------+----+_J \ " 0' 4,J0.. 0' CONCRETE OR 7'-6" 6'-0" '~FLOOR ELEV 258.62 ~g:;:~ ~~~~~ ~~~ i-----------i------'c\._'._~1 12" FLGD. GATE VALVE 1'-911 61-611 10" 6 SIM C-3 11" 45 MIL CHAFER STRIP, (TYP) 9'-6" 1'-211 1'-8" 1'-0" 1'-0" • 4 &l • cl • 4 SECTION SCALE: 1/2" = 1 '--0" 4" X 12" FLOAT-~ TYP EA SIDE 9 io 1'-8" 1'-2" cl • 4 B 5'-0" 4'-0" EXIST GRATING SIM 6 C-3 5'-0" GENERAL NOTE 1. RESERVOIR DETAILS ARE TAKEN FROM 2004 BCR FLOATING COVER AND DISINFECTION FACILITIES RECORD DWGS (C-3037) REFERENCE NOTES G) MIXER AND RAIL CART @ 2'-6" 316 SS GROOVE RAIL @ CHEMICAL SOLUTION LINE 1 1/2" PVC SCH 80. @ 2" 316 SS PIPING @ ENDPOST @ 3"SQ. SS 2'-8" HIGH TUBING 0 CROSS BRACING ON TOP AND SIDES AT 20 FOOT INTERVALS. -_c X :::L -£ COVER FLOATING 6 6"DIASAND TUBE, TYP DRAIN LINE PLAN EL308.67 COVER -RESERVOIR EMPTY INLET/OUTLET OPERATOR STRUCTURE AND SUMP 2 SCALE: 1/4" = 1 '-0" 1'-6" 3" POROUS A.C. <1 EL263.50 <l <1 <1 ,j <l <J ,j <1 16'-6" 7'-3" 4'-9" ,j .<} <1 <1 • EL 2 =·5"--0----< <I <1 <J " 4 ,j <1 " <1 SECTION <1 4 <1 SCALE: 1/4" = 1'-0" 4" STD GALV STEEL PIPE 41_411 4 " ,j <J 4 <I " <J_ 4 ,j ,j <1 ' 4 <l - - 4 C-2 VALVE OPERATOR SHAFT 54" BUTTER LY VALVE 4 - -- =====z:i ----:--= = . = '1l 4 <J <1 <I ,j INV TUNNEL EL 260.48 A 5 SIM C-6 FLOATING COVER 45-MIL CHAFER STRIP EL 3 7.00 Cl z ~ Cl) 0:: -0 0:: 0 0 -' I-LL 0 06 :;!; 0:: (.) 0 0:: I-I-~<( (.)WW w [l_ 0:: u:j O<C SIM 6 C-3 <J ,j '-0'1'-6" - <1 0 0 ' ~ ' ~ ~ 0 ' io 9 EL 302.25 EL. 268.5 ~ EL. 266.5 3" AC (LINER) 21-611 SECTION A A NTS TOE OF SLOPE 5'-0" TYP 3 1 2 31-811 PLAN FLOATING COVER (W/ RESERVOIR FULL) EL 302.0 4 3'-0"± 3:1 SLOPE ELEVATION 4'X4' ACCE S HATCH NO FLOAT 4'X4' ACCESS HATCH i--------J---._j END OF TYP RAIL TRACK 5' GRILL STRUCTURE OVER MIXER 1 SCALE: 1/4" = 1 '-0" C-1 NOTES: 1. EXISTING CHAFER STRIP ANCHOR BAR LOCATED ON EACH SIDE OF GRILL STRUCTURE BETWEEN THE EXISTING 10" DIAMETER CONCRETE FOOTINGS. TOTAL ACCUMULATIVE LENGTH OF EXISTING BARS IS APPROXIMATELY 240 LF AT EACH GRILL STRUCTURE. EL 308 +/- 0 0 N Q) E 0 "' E 0 ,n a "' :,: "'Cl C-5 ~ ,-----------------,-----,-,---,------------------,----,-;::;::=::::::--------r----------:::-:c:c-=-:-:-:-:--:-=-:-:-:=-==-==-:=::-------=-=--1<:'i REV1EWED BIG CANYON RESERVOIR ,,,, MWH WARNING 0 1/2 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO SCALE l---+---+-----------------1-----l/?>-1,_ iJJ_ D --hJ ....... -·---FLOATING COVER REPLACEMENT C-5027 §0~ -I V CIVIL MICHAEL J. SINACORI, P.E. EXISTING GRILLAGE STRUCTURE DETAILS -II 1 1--1------11-----------------+----t-:::-::A:::SS:'::'IS'::-TAc::,N::..:.T....::C'i-'ITY=EN':':G""IN:,eEEe:;R---11-------------------,---------I~ DESIGNED: DJL DRAWN: KVT CITY OF NEWPORT BEACH w-534o-s ~ 1--------1:,: PUBLIC WORKS DEPARTMENT SHEET 6 OF 24 _;3, u NO. DATE DESCRIPTION OF REV1SIONS APPROVED CHECKED: JDC DATE: 11 30 2012 ,1 .j <I ,1 <I 0 ' 0 / ~ I t \ J <I ,1 <I . . • . . ..,·-, . •. • •: _-: ·- . . . , , • • . . 3/8"0 POLYESTER ROPE WRAP ,1 4• CHAFER TIGHTLY AROUND ROPE .j ,1 <I .(I <I <I ,1 ,1 .j <I .j ,1 ,1 <I 2~ <I ,1 ,1 <I <I ,1 1/2"0 FLATHEAD STAINLESS STEEL 316 EXPANSION ANCHOR BOLTS@ 12" 0/C 3/16" x 2" SS FLAT BAR (STRIKE & DEBURR ALL EDGES & CORNERS) 45-MIL CHAFER STRIP '------EXIST CONG STRUCTURE MWD OVERFLOW STRUCTURE CHAFER ATTACHMENT 4 NO SCALE ,-.. . 24"x24" HATCH ... •i . 0 . ' (HINGED SECTION) •. N •. ' . .. • .. .... . .. , ', . ~-• '.•·. • • '. · .• b EXISTING GRATING BEARING ~ . . . . . . . ,, -' BARS 3/16"x3/4" 2 1/4" o.c. . . . ' . '. _";, ':· K . . . . . ~ SPACER BARS . • ' • . . 3/16"x2 1/4" 12"0.C. . • . • . . . .,; . 0:: • . . w . • u. ·/ . <( . . • i . . .. I . . b , (_) . . . ' . . C"l . ... . ·. . . , ' . . , ----'--• . . . .. ,,_ •---~-1--•. , . . .-• .. ·.•:...,,..-. •. . '· .• .. --I •• ··-·--. .. .. '".·, . ~: ~ . . ' . -------. ·• ·--_,_ . . STA.3+23.5 ~ . 0 C/L b ' Q -=" - - "'" .... • co ~ . EL 297.14 ...I . .- 10 w . R=6" ~ ' ii'.i • -~ ,!;,--'":---,... C"l . . • ...I . . ... --. . . -,__ " ' • . . . ,· . ~-•• 47-__ -,.,, -• ~--. ' . . . : :, ' ••• ---" .. ::,-" .. • . · ... . .. ,' . . CHAFER STRIP / CONNECTION --ffi b ' 0 ~ . . C') • •. ', . . . . •. • ' • . :._· -. . . . ' . ' • ... . • "' . . ' . . ;i-. . . . . .. . 8'-0" . • . I . . . :•· ~ . . : .• . . . . ' . . '-_:. .. •· .... -. :~ b . • ' . . -·-.• . . ' ••.· . . ', . • . • ' ' ~ .. ~ '• ~. b •' . ' ~·~ N •. .;· ,_L PLAN VIEW EXISTCONC STRUCTURE <I 3 - j'\ <I ,1 .j <I ,1 .j <I ,1 11-611 ~ ,•· -. • ·1 .. ,. .-.. '. .. .. 11-611 ,1 <I ,1 <I _{] <I ,1 .j ,1 <I ,1 ,1 <I 3/8"0 POLYESTER ROPE W/ FLOATING COVER WRAPPED AROUND ROPE FLOATING COVER TIGHT TO VERTICAL FACE OF STRUCTURE .j <I 5 NO SCALE MWD OVERFLOW STRUCTURE FLOATING COVER ATTACHMENT I c___ _ _J EL305.17 -. b _, EL 297.54 (0 1'-011 8'-0" 8'-0" SECTION A-A SPILLWAY SECTION A SPILLWAY OUTLET STRUCTURE 2 3/8" = 1'-0" C-2 3/8 "x3" SST FLAT BAR 45-MIL CHAFER (WRAP AROUND FLAT BAR AND SEAM ONTO SELF. LEAVE UNSEAMED AREA AT ANCHOR BOLT CONNECTION.) GRATING . ·. ... " co -. • . -· .. . ...... 1'-011 3/16" x 2" SS FLAT BAR W/ 1/2"0 SS HILTI HY-150 ANCHOR BOLTS @ 12" 0/C CTRD ON CONC WALL 0 w o--+ 0 w 0 1 1/2" END DIST 1/8" GAP ---t---H---" 0 0 DETAIL PLAN VIEW NO SCALE PERIMETER BATTEN BAR 6 3/16" X 2" SS LSHAPED BAR EXISTCONC STRUCTURE 1 1/2" END DIST 3/16" x 2" SS FLAT BAR W/ 1/2"0 SS HILTI HY-150 ANCHOR BOLTS@ 12" 0/C -------- 3/16" x 2" SSL SHAPED BAR 3/16" X 2" SS FLAT BAR 2"0 SCH 40 SS PIPE W/ 1/2"0 SS ANCHOR BOLTS@ 12" 0/C 0 DETAIL ELEVATION 7 NO SCALE 3/16" x 2" SS BAR W/ 1/2"0 SS HILTI HY-150ANCHORBOLTS@12"0/C ~ □ w (.'.) □ EXIST MWD CONC OVERFLOW STRUCTURE . ~-•·· -~. ~-.. • . ~· CONC ANCHOR CURB 1/4" MAX. GAP DETAIL 6 w co DETAIL 7 3/16" X 2" SS FLAT BAR 2"0 SCH 40 SST PIPE W/ 1/2"0 SS HILTI HY-150 ANCHOR BOLTS@ 12" 0/C MWD OVERFLOW STRUCTURE ELEVATION 3/811 -1'-011 GENERAL NOTE J DETAILS \ / DETAIL4 1 C-2 FLOATING COVER CHAFER STRIP 3/8" 0 S.S. EXPANASION ANCHOR BOLTS @ EA. END & 1 O' 0/C 1. RESERVOIR DETAILS ARE TAKEN FROM 2004 BCR FLOATING COVER AND DISINFECTION FACILITIES RECORD DWG (C-3037) □ z d W +---+--~7 ~-1------'""'W'-+-______________ __j a.: ~-+---+---+-01~-~~+---------------_( t-d N w 3/8" x 3" S.S. FLAT BAR EXIST. CONC. OVERFLOW STRUCTURE SEE DETAIL 8 FOR CHAFER END WRAP DETAIL CHAFER STRIP SPILLWAY CONNECTION 3 NTS " " N ., E 0 "' "' 3' -□ C-6 :g r-----------------r-----,--r---,---------------'"T--'"T;:;RE,;-::Vl~EWE;:;,;:--D-----r-------~B~l""G,..,C=-A""'N""'V""'o=-N,-,-::R,.,:Ee-:Sc-::E==R,.,.V""'o,..,.1R,,....----~::----1i CHAFER END 8 NTS RECORD DRAWING This record drawing has been prepared, entirely or in part on the basis of unverified information compiled and furnished by others to the preparer who is not responsible for any inaccuracies, errors or omissions which may have been incorporated into the document as a result MWH WARNING 0 1/2 IF THIS BAR DOES NOT MEASURE 1'' THEN DRAWING IS NOT TO SCALE FLOATING COVER REPLACEMENT C-5027 ~ r---<O CIVIL a MICHAEL J. SINAC0RI, P.E. EXISTING MWD OVERFLOW STRUCTURE DETAILS <'.' hrll------ll-----------------+----l-;:;;:;:A;;:'SS~IS:;;-TAc::.N:..:.T_,Cr:ITY:;;:;-';'EN:::;G~IN:!cEE~R---11-------------------.-----------1~ DESIGNED: DJL DRAWN: KVT CITY OF NEWPORT BEACH W-5340-S ~ 1---------1 3' CHECKED: DATE: PUBLIC WORKS DEPARTMENT SHEET 7 OF 24 ;;, JDC 11 30 2012 u 27/11/2013 CHANGED FOR RECORD DRA~NG NO. DATE DESCRIPTION OF REVISIONS APPROVED J ~ I 0 60 / 60 ;;,c 1 "~60' ----------- ( I -;., • (,,l -;., t (,,l (,,l 0 0 <JI (jl 0 0 if,. (,,l 0 0 z -0 5 6 2 si n I I s 8 I R I I I I I I I 3 H CHAFER STRIP B BOTTOM EDGE (TYP) C-8 9 o----0 ~ ~-------=~,=- rrr 3 rrx ------r-x-xLI = ----- '1-'6, 14 I I I CONG, 3 ~---=-----=----------- 2 8 3 8 I I D I 1 CONG. * ;JI 2 SEE GENERAL NOTEB 3 5 -----..'d.:.'o>-1 i t \-=-=-=t==:_~--=--=--=--=--=---=---=---=---=-=-=-~====,1=ri==t-::=~------ J.l ==z==----------t=-.......!._-~3.'._:/Q~==--=--=---=--=--=--=---~---......_ ~-~ ~\ NC..eERIME'FER"C B EE-GENERAL NOTE 7 (TYP). • .\'> 315 -- - RECORD DRAWING ~ 3 15 □ 10 2 3 f 1 6 - RCP (TYP) f f f f f 3 f f f f f f ~ f 11 6 I I I I I I I I I I "' ;., 11 GENERAL NOTES 1. CONTRACTOR SHALL REMOVE, HANDLE, PROTECT AND TEMPORARILY STORE EXISTING COVER APPURTENANCES AND MATERIALS IDENTIFIED TO BE REUSED ON THE NEW COVER. STORE THESE MATERIALS AT A LOCATION OUTSIDE THE RESERVOIR PERIMETER DURING INSTALLATION OF THE NEW COVER. 2. UNDERLYING CHAFER STRIP NOT SHOWN FOR CLARITY. 3. THERE SHALL BE NO MOTORIZED TRAFFIC ON THE EXISTING AC PAVEMENT RESERVOIR FLOOR OR ON SIDESLOPES. WHEEL TRAFFIC IS LIMITED TO HAND CARTS AND SMALL GOLF CARTS. MANUAL VEHICLES SHALL HAVE PNEUMATIC WHEELS. SEE GENERAL NOTE 1/C-1. 4. DIMENSIONS SHOWN ARE APPROXIMATE AND BASED ON THE BEST AVAILABLE INFORMATION -THE CONTRACTOR SHALL FIELD VERIFY DIMENSIONS PRIOR TO DEMOLITION AND PRIOR TO ORDERING MATERIALS. 5. REMOVE EXISTING DEBRIS (BELOW EXISTING COVER) RESIDING ON THE RESERVOIR FLOOR AND SIDESLOPES PRIOR TO WASHING. 6. AFTER REMOVING DEBRIS, WASH ALL SEDIMENT AND ACCUMULATED FOREIGN MATERIAL FROM RESERVOIR FLOOR AND SIDESLOPES USING PRESSURIZED WATER. DIRECT SEDIMENT AND WASH WATER TO SUMP AT EXISTING OUTLET. 7. PROTECT EXISTING PERIMETER CONCRETE CURB AND ASPHALT PAVEMENT. 8. HS-20 LOADING IS ACCEPTABLE ON PERIMETER ACCESS ROAD AND ON VEHICLE ACCESS RAMP ONLY. MOTORIZED TRAFFIC IS NOT ACCEPTABLE ANYWHERE ELSE IN THE RESERVOIR. SEE NOTE 1/C-1. CONSTRUCTION NOTES CD REMOVE, PROTECT, AND TEMPORARIL y STORE EXISTING SUMP PUMPS, TYPICAL OF 6. 0 REMOVE, PROTECT, AND TEMPORARILY STORE EXISTING 3'X3' & 4'X4' HATCHES(TYP.OF 13). REMOVE AND DISPOSE EXISTING FLOAT ASSEMBLIES, TYP. OF 9, 3'X3' HATCHES. SEE DETAIL 5/C-8. G) REMOVE AND DISPOSE EXISTING SAND TUBE WEIGHTS AND TROUGH FLOATS, TYPICAL WITHIN ALL EXISTING RCTs. SEE DETAILS 2 & 3/C-8. 0 PROTECT EXISTING MIXER EQUIPMENT AND GRILLAGE STRUCTURES FROM DAMAGE (LOCATED BELOW EXISTING COVER) AND LEAVE IN PLACE, TYPICAL OF 4. SEE DETAIL 1/C-5. ® REMOVE, PROTECT, AND TEMPORARILY STORE EXISTING BATTEN BARS, NUTS AND WASHERS. LABEL BATTEN BAR AND LOCATION AND ORIENTATION PRIOR TO REMOVAL FOR REINSTALLATION IN ORIGINAL POSITION ON NEW COVER. SEE NOTE ON DETAIL 3/C-10 REGARDING REMOVAL OF EXISTING BATTEN BAR. ® REMOVE EXISTING 3" FLEXIBLE DISCHARGE HOSE, ESTIMATED QUANTITY 4,300 FT TOTAL.TEMPORARILY STORE 900 FT OF HOSE FOR REINSTALLATION ON COVER BETWEEN SUMP PUMP AND CONCRETE CURB. DISPOSE OF REMAINING HOSE. 0 REMOVE AND SALVAGE EXISTING VACUUM VALVE. ® REMOVE, PROTECT, AND TEMPORARILY STORE EXISTING PIPE VENT, TYPICAL OF 5. SEE DETAIL 4/C-8. ® PROTECT EXISTING INLET STRUCTURE GRILLAGE FROM DAMAGE (LOCATED BELOW EXISTING COVER) AND LEAVE IN PLACE. @ ALL RPP MATERIAL REMOVED/ RELACED WITH NEW CSPE. 11 REMOVE AND DISPOSE EXISTING CHAFING STRIP (TYP FOR ALL SIDE SLOPES). ASSIST THE OWNER IN INSPECTING THE EXISTING FLOOR AND SIDE SLOPES FOR DAMAGE, AND ASSURING THE FLOOR AND SIDE SLOPE REPAIR PLAN MEETS THE CSPE MANUFACTURER'S CRITERIA FOR SUITABLE AND WARRANTABLE CONDITIONS PER SECTION-02778 .. (gl PROTECT EXISTING RESERVOIR PERIMETER FENCE. FENCE IS INSTALLED WITH A VIBRATING SECURITY SYSTEM THAT SHALL REMAIN IN SERVICE. @REMOVE AND DISPOSE OF EXISTING RPP ROLLSTOCK, STOCKPILED ON SITE. APPROX QUANTITY : (2) 12' WI DE x 1' DIA ROLLS (11) 20' WIDE x 1' DIA ROLLS (12) 6.5' WIDE x 1' DIA ROLLS. @TEMPORARY RAMP MAY BE INSTALLED TO PROTECT AND ALLOW TRAFFIC OVER EXISTING CURB AT TOP OF ACCESS RAMP. @REMOVE EXIST SAMPLE PUMP CABLES. @REMOVE, PROTECT, AND TEMPORARLY STORE EXISTING SAND TUBE WEIGHTS LOCATED ON THE TOP OF THE EXISTING CHAFER STRIP ALONG THE UPPER SIDE SLOPE OF THE RESERVOIR ACCES RAMP FROM THE CONCRETE ANCHOR CURB DOWN TO THE SLOPE. TOTAL LENGTH OF SAND TUBE WEIGHTS IS APPROXIMATELY 600 LF. BIG CANYON RESERVOIR FLOATING COVER REPLACEMENT C-5027 C-7 0 0 N Q) E 0 0, E a. CX) st .. - -,.,., -....._ ,.,., D 0, ;t '1:J r-.: D I u / ,.,., cri r---- o 1/2 CIVIL a MICHAEL J. SINAC0RI, P.E. DEMOLITION PLAN ~ ~ ™RNING m MWH ~ This record drawing has been prepared, entirely IF THIS BAR DOES ASSISTANT CITY ENGINEER Ll ----------,f------=i, _______ ~320 or in part on the basis of unverified infonnation NOT MEASURE 1" 1--+-------l---------------------1-------lr---'-""""-"""-'-"i-'-'--'"""'=""--+----------------------r----------l~ ~ -compiledandfurnishedbyolherslolhepreparer THNEONT DTROASWCINAGLEIS 1 27/11/2013 CHANGED FOR RECORD DRAWING DESIGNED: DJL DRAWN: MLS CITY Of NEWPORT BEACH W-5340-S ! ~ who is not responsible for any inaccuracies, > L~,:,:.,.../.!,..J;;;....!,.:W_/-.::,;Jt;i:!i._.£... ___ ,..:::::.,__;:,_ __ -t.:_--ac:;;:,.._ ___________ ...L. ____ .!!;i~::;:~~;!!J~~oo::,:r~:::~;::~,.::ifn°:,::ti!.!~!!~e;.:~!!;!~!:~~~/;;!;,:n~~,:~:::..!v:!.:~!::•!!!~~:!..t ____ .,L ___________________ ...L. ______ ...L._N_;,O_ . .1..._:D_A--TE:.......L.:.:DE:.:S_;_CR_;_IP_n--o __ N_0;_F_R..:E_;,V_;,ISl_;,0_Ns:.,_ _________ ...JL.A __ P_PR __ o __ VE.:,D:.LC_H_Ec_K_ED_:_;J~D:::_C.1...D_AT.l1~~: ~30~2il.01~2L ____ P_U_B_L_IC_W_O_R_K_S_D_E_P_A_R_T_M_E_N_T ____ LsH_E_E_T_::8:_o_F_;2::.,:4:....Jt B GENERAL NOTES REMOVE, PROTECT AND REINSTALL EXIST ---~ 3/B"x3" CONTINUOUS SS BAR. SEQUENTIALLY REMOVE EXIST 4" X 12" FOAM FLOAT AND 6'-0" '-0" 9'-0" REMOVE & DISPOSE EXIST 3/4" DIA BLACK DACRON (POLYESTER) WEBBING WITH REMOVE, PROTECT AND REINSTALL EXIST 4" DIA ERFORRATED/CORRUGATION FLEXIBLE POLYETHYLENE DRAIN PIPE 1. EXISTING PROJECT FACILITIES NOT SHOWN FOR DEMOLITION OR REUSE ARE SCREENED AND SHALL BE PROTECTED FROM DAMAGE. MARK SIM TO NOTE 1, DETAIL 3/C-10, WI INK ACCEPTABLE TO CITY FOR USE INSIDE RESERVOIR. REMOVE AND PROTECT EXISTING ANCHORS 3:1 SLOPE 3" AC W/ 1-1/2" THK CONCSLURRY TOPPING SLAB TOE OF SLOPE EL. VARIES 263.5 TO 266.50 • 4 ., .• ... d~ .a . . . . .., . .. : _., ~ . -• .• .. -.. .. ,· .•. . . • • REMOVE AND DISPOSE EXIST CHAFER STRIP MAX FLOAT WRAP (TYP) --~ 9 REMOVE EXIST SAND FILLED TUBE, (TYP). PERIMETER TROUGH PLAN REMOVE AND DISPOSE OF 15" X 24" SUPPLEMENTAL LAY-LOOSE BALLAST REMOVE EXIST 4" X 12" FOAM FLOAT FROM FLOAT WRAP AND REUSE. DISPOSE OF FLOAT WRAP (TYP) REMOVE EXIST 4" X 12" FOAM FLOAT FROM FLOAT WRAP AND REUSE (TYP) STANDARD CAM BUCKLE ~-=---=--=--=--:::--:::--.__l REMOVE AND DISPOSE OF EXIST DOUBLE STRIP REMOVE AND DISPOSE EXIST FLOATING COVER NOTE: REMOVE AND REINSTALL 4" DIA POLYETHYLENE RISER LOCATED@ 50'± OC REMOVE AND DISPOSE EXIST 3/4" BLACK DACRON (POLYESTER) WEBBING W/STANDARD CAM BUCKLE REMOVE AND DISPOSE EXIST SAND TUBE ATTACHMENT STRAP 3" 6" REMOVE AND DISPOSE SAND FILLED TUBE. (SEE PLAN) REMOVE AND DISPOSE OF EXIST SAND TUBE ATTACHMENT STRAP DETAIL A REMOVE, PROTECT AND REINSTALL EXIST 4" DIA PERFORATED/CORRUGATED FLEXIBLE POLYETHYLENE DRAIN PIPE REMOVE EXIST SAND FILLED TUBE (SEE DWG C-7) REMOVE EXIST DOUBLE-LAYER RPP STRIP SECTION B 2. CONTRACTOR SHALL TEMPORARILY REMOVE AND SEQUENTIALLY MARK EACH PIECE OF EXISTING LOWER CHAFER AND UPPER COVER/ CHAFER BATTEN BAR TO INDICATE LOCATION AND ORIENTATION. SUITABLE BATTEN BAR PIECES THAT ARE ACCEPTABLE FOR REUSE (AS DETERMINED BY THE CITY REP IN THE FIELD) SHALL BE RE-INSTALLED AT THE SAME LOCATION AFTER INSTALLATION OF THE NEW COVER. PROVIDE NEW BATTEN BARS WHERE EXIST BARS ARE DAMAGED. LOWER CHAFER ATTACHMENT B .,--REMOVE AND REINSTALL EXIST SAND-FILLED TUBES (TYP) SEE DWG C-7 REMOVE AND DISPOSE OF EXIST RPP FLOATING COVER. SEE CONSTRUCTION NOTE 10/C-7. REMOVE AND DISPOSE EXIST 60 MIL POLYPROPYLENE COVER REMOVE-=-========k AND DISPOSE EXIST 45 MIL RPP CHAFER STRIP N.T.S. C-7 PROTECT EXIST SS THREADED STUD REMOVE, PROTECT & REINSTALL EXIST NUT AND WASHER, SEE DETAIL 1/C-8 REMOVE, PROTECT AND REINSTALL EXIST 3/16" x 2" SS BAR, SEE NOTE 1, DETAIL 3/C-10. SEE GENERAL NOTE 2. REMOVE AND DISPOSE OF EXIST ¾" POLYESTER ROPE •. REMOVE AND REINSTALL EXIST FLAT CONTINUOUS EDPM GASKET -SEE GENERAL NOTE 2/C-6 AND DETAIL 1/C-6 NON-INTERERENCE ZONE BOUNDARY (TYP)----~ DETAIL TROUGH AND FLOAT LAYOUT N.T.S. -0:: ::; • ..: 0 w z -...J -"A" 5' (.) (!) r----a~ "' z - w 9'-0" * 2'-0" 3' SQ CLEAR OPENING (NOM) r::,"9 ~'5 ~- <vs 2 C-7 4'-0" REMOVE, PROTECT AND REINSTALL EXIST 3' SQ ACCESS HATCH 1,------1/2" DIA ALUMINUM ACCESS HATCH HANDLE __ _.4_"A" SEGMENTED WEIGHT AND DRAIN PIPE ASSEMBLY DETAIL N.T.S. 1'-911 0 "A" C) ' "' ( ~I 0 I I 3 C-7 31-6 11 6"TYP 1" RAD TYP I I 0 I I I 1"TYP 0 _[ l I COVER UPPER CHAFER ATTACHMENT C "' a. 0 N.T.S. PROTECT EXIST 1-5/8" SQ UNISTRUT SUPPORTS @ 12'-6" SPACING REMOVE AND DISPOSE OF EXIST 3" DIA KANAFLEX DISCHARGE HOSE SECTION C SECTION B EXIST AC LINER-~ EXIST CHAIN LINK FENCE CONTAINS SECURITY WIRE SYSTEM AND SHALL NOT BE TEMP REMOVED AND REINSTALLED BY CONTRACTOR TO FACILITATE ACCESS. PROTECT IN PLACE. --:--1ff3 a, --' Cl:: co <l: .•. •• • • .c,l . . 4 >---__,__, • • • 2% C-7 •. • 4 .4. ..-• r-·-•_·· ----•--'-•-'-· _._.· __ ;;-'-j• .• .•. 4. PROTECT EXIST AC PAVEMENT PROTECT EXIST CONCRETE ANCHOR CURB SECTION • COVER AND CHAFER ATTACHMENT A N.T.S. C-7 . . • 4" 4" 4" BASE FLANGE BOLTED FLAT BAR HINGES PLAN VIEW REMOVE AND DISPOSE OF EXIST ETHAFOAM FLOATS HATCH COVER FOR 3'-0" ff SQ CLEAR OPENING~ ~ \' / \ /; ~ . \ C0 0 _/ I REMOVE AND DISPOSE OF EXIST GASKET BETWEEN FRAME AND COVER \ r--:,:----/-----------,-------i 36" SQ CLEAR OPENING (MIN.) REMOVE AND DISPOSE OF EXIST RPP COVER MATERIAL 3" "V" NOTCH FOR COVER VENTING -\_ REMOVEAND PROTECT EXIST SS RODS REMOVE AND DISPOSE OF EXISTING FLOATS SECTION "A" EXISTING HATCHES 5 N.T.S. C) 00 REMOVE AND DISPOSE _j OF EXIST FLOATS AND RPP MEMBRANE WRAP t PLAN VIEW SECTION "A" EXISTING PIPE VENT 4 N.T.S. REMOVE, PROTECT AND REINSTALL EXIST 2" DIA ALUM PIPE AND 12" SQ BASE PLATE REMOVE, PROTECT AND REINSTALL EXIST 316 SS BOLTS, NUTS AND WASHERS (TYP OF 4) C C N ., E 0 "' --.t '--,,., --.... ,,., 0 "' 3' "C en 0 C-8 I ~-------------------r------=:::::::;::=----r------.--------------------r------r-::-:RE:c-,~c:::EWE-::::-D--------r----------=-9:-:::1G:c-,C:::-A-:-N:--:Y:--:O~N--=R:-::E:--:S:-::E:-::R::-V-:-:O::--:l-::::R----------1 ;;,- ,,., FLOATING COVER REPLACEMENT C-5027 ~ -w WARNING CIVIL a MWH ~ MICHAEL J. SINACORI, P.E. DEMOLITION SECTIONS AND DETAILS ·'= This record drawing has been prepared, entirely IF THIS BAR DOES ASSISTANT CITY ENGINEER " or in part on the basis of unverified information NOT MEASURE 1" l-~-1-----1------------------l-----r.:-:::?.::~~"""T='::::7='---t-------------------r---------j ~ RECORD DRAWING 0 1/2 compiled and furnished by others to the preparer THNEONT DTROAWSCINAGLEIS 27/11/2013 CHANGED FOR RECORD DRAWING DESIGNED: DJL DRAWN: KVT CITY OF NEWPORT BEACH W-5340-S ~ who is not responsible for any inaccuracies, errors or omissions which may have been NO. DATE DESCRIPTION OF RE~SIONS APPROVED CHECKED: DATE: PUBLIC WORKS DEPARTMENT SHEET 9 OF 24 ,3, L_ ________________________________ .J... ___ _:i.:,::nco;:::r~po:::;ra:::;te:::d.::.in~to:.::th,:::e_:::do::;:c:::um:,:e::,::nl:.::a::,;s a::.:r.::;es:::ul::_t ___ .....J. __________________ ..__ _____ ...1..._...1... ___ ...1... ________________ ...... __ .....1. __ __,;J;;;.DC;;..i..__,:1.i..1 ~3;;:,0 ~2~01~21.,,_ __________________ .._ _____ ___. 0 " I ' \ , '/-. tD CP ------- ADDED SAND TUBE DOUBLER TO SLOPE ROT's (TYP) u-1 y..O tD F C-18 NEWCSPE CHAFER STRIP 1 4 TYP ENTIRE PERI METER .__c_-_10___._c_-_1_0_. SIDESLOP~ WATER CIRCULATION BAFFLE TO TOE OF SLOPE 15' SQUARE DOUBLER 3 AT HATCH ASSEMBLY (TYP). SEE NOTE 4/C-16 I I WA+ER LEVEL INDICATO 9 == COVER ANCHOR TYP ENTIRE PERIMETER 9 3 24'x18' DOUBLE-LA CSPE PATCH. CEN OVER VALVE SUMP SEE NOTE 4. 1 C-10 8 " L'=::::t,,.__J 3 SEAM DETAILS 2 TYP ENTIRE COVER C-10 TERMINATE AIR BAFFLE 2' (NOMINAL) 5 FROM TROUGH FLOATS (TYP OF 2). SP-4 SP-3 ~ = == = = = == = = = == = = = === = = r---~ ~------------------- . 0) I I SAND TUBES BELOW COVER, ATOP CHAFER --l--1---------~ ---==-cJ- -P"""I , _I ----::.-:.,..----------1" '------• er> •• ---fi-• • "ii~ RECORD DRAWING This record drawing has been prepared, entirely or in part on the basis of unverified information compiled and furnished by others to the preparer who is not responsible for any inaccuracies, errors or omissions which may have been incorporated into the document as a result I I RFl-010 ~--10'-0" WIDE DOUBLE-LAYER CSPE PATCH. CENTER OVER VALVE OPERATOR TRENCH. SEE NOTE4. RCT ON BOTTOM ACROSS RESERVOIR PARALLEL TO INLET PIPE 3 C-11 EE GENERAL 20' SQUARE DOU LE-LAYER PATCH. CENTER VER SPILLWAY BOX. EE NOTE 4. OTE 16 4 RCT ON SLOPE TYP C-11 ALL RES CORNERS ------------~ --==== .. ---~..,d 1 ~ 1~--~ ~ o,-.,0' Sp 6 cP. ·_,. -111-~-l 9 "<:,o>"' "' °' r.=, --"'--® 3 ·~ -- 2 3 RCT ON BOTTOM ~ PROVIDE 2'-0" SETBACK CLEARANCE FROM BAFFLE FLOATS TO PERPENDICULAR FLOATS AND WEIGHTS AT CROSSING C-11 TYP AROUND TOE OF SLOPE, ENTIR PERIMETER. SEE GENERAL NOTE 1 ~ WATER CIRCULATION / BAFFLE, LENGTH = 500 LF _ _j _____ _ 0 I c~3 I I SIM 2 C-18 COVER ANCHOR CONNECTION (AT RESERVOIR PERIMETER) 8 --TERMINATE AIR BAFFLE 2' (NOMINAL) FROM WATER CIRCULATION BAFFLE (TYP OF 2). 3 --AIR BAFFLE, TYPOF2 _t TYP OF2 ~ ~------- 1 C-10 1 SP-5 -- REVIEWED ~ 0 tD C 0 tJ\ GENERAL NOTES THIS DRAWING ONLY SHOWS IMPROVEMENTS TO THE RESERVOIR FLOATING COVER AND CHAFING STRIP. SEE OTHER DRAWINGS FOR DRAIN PIPING, AND OTHER WORK AND SITE IMPROVEMENTS OUTSIDE THE RESERVOIR. 2. SEE DRAWING C-10 FOR SEAMING DETAILS APPLICABLE TO ALL NEW CSPE-TO-CSPE SEAMS. DO NOT CUT OR PENETRATE EXISTING CONCRETE 1 ANCHOR STRIP, CURB OR AC DRIVEWAY UNLESS DIRECTED USE 60 MIL IN LIEW OF 45 MIL DOUBLE@ 4 GRILL LOCATIONS, INLET PIPE 10' 1/0 VALVE VAULT. I ENHANCEMENT WEIGHTS SHOWN, AT NIZS (SEE DETAIL 1/C-14), PROVIDE ADDITIONAL FIFTY (50) LOOSE SAND TUBE RAINWATER ENHANCEMENT WEIGHTS (12'-0" LENGTH EACH). LOOSE WEIGHTS SHALL NOT BE STRAPPED OR ROPED TO COVER. SEE DETAIL 1/C-11 AND DETAIL 3/C-15. 6. LOCATIONS OF RAINWATER RUNOFF ENHANCEMENT WEIGHTS AND ROPE LACING PATTERN LAYOUTS SHOWN ARE APPROXIMATE. FINAL PLACEMENT LOCATION SHALL BE DIRECTED IN FIELD BY THE ENGINEER. 7. TIE TOGETHER PUMP DISCHARGE HOSE AND POWER CABLE WITH 1/4" DIA BRAIDED POL VESTER ROPE. ANCHOR TO FLOATING COVER WITH STRAPS@ 6'-0" QC SIMILAR TO SECTIONS A&C ON C-15. WELD PIPE STRAPS TO 10" X 10" CSPE MEMBRANE PATCH FULLY WELDED TO COVER@ 6'-0" OC, FIELD INSTALLED AFTER PUMP INSTALLATION. 8. PROVIDE PORTABLE FLOATS ON TOP OF COVER (NOT SHOWN), SEE SPECS . 9. PROVIDE MOVABLE COVER REPAIR FLOATS BELOW COVER (NOT SHOWN). SEE SPECS. 10. POSITION NON-INTERFERENCE ZONES EQUIDISTANT TO PERIMETER ANCHOR WALL. 11. FLOAT AND SAND TUBE ENCASEMENT MATERIAL SHALL MATCH COVER MEMBRANE. 12. LOCATIONS OF PIPE VENTS SHOWN ARE APPROXIMATE. ACTUAL LOCATIONS SHALL BE AS DETERMINED IN THE FIELD BY THE ENGINEER. SOME VENTS SHALL BE INSTALLED AT FUTURE WARRANTY INSPECTION BY THE CONTRACTOR, AS DIRECTED BY THE ENGINEER. 13. DIMENSIONS SHOWN ARE APPROXIMATE AND BASED ON THE BEST AVAILABLE INFORMATION -THE CONTRACTOR SHALL FIELD VERIFY DIMENSIONS PRIOR TO ORDERING MATERIAL. 14. SEE ELECTRICAL NOTES ON DRAWING C-17. 15. LOCATED ACCESS HATCH CENTERED ABOVE SAMPLE PUMP FLOOR CONNECTION (2 LOCATIONS). 16. INSTALL NEW CHAFER MEMBRANE AND NEW FLOATING COVER AT INLET/OUTLET VALVE OPERATOR STRUCTURE, SPILLWAY OUTLET STRUCTURE, AND MWD OVERFLOW SIMILAR TO EXIST CHAFER AND COVER CONNECTIONS. SEE DETAIL 2/C-5, 1/C-6 AND 2/C-6. 17. BOTTOM TROUGH LAYOUT SHOWN IS BASED ON ESTIMATED LOCATIONS OF TOE OF SLOPE AND ALSO MIXER GRILLAGE. CONTRACTOR SHALL FIELD VERIFY EXIST RESERVOIR FEATURES PRIOR TO POSITIONING NEW 18. REPLACED WITH NEW CSPE PER RFl-008 19. REINSTALL EXISTING SAND TUBE WEIGHTS LOCATED ON THE TOP OF THE NEW CHAFER STRIP ALONG THE UPPER SIDE SLOPE OF THE RESERVOIR ACCESS RAMP FROM THE CONCRETE ANCHOR CURB DOWN TO THE TOE OF THE SLOPE. CONSTRUCTION NOTES CD SUMP PUMP ASS EM BL y PER OD (TYPOF6) ~ ® TEXTURED WALKWAY[IJ (TYP OF 6) ~ @ 3'x3'HATCHASSEMBLY [I] (TYP OF 22) ~ 0 4'x4'HATCHASSEMBLY [I] (TYPOF4) ~ ® NEW PIPE VENT ASSEMBLY (TYP OF 10). SEE NOTE 12 . @ RE-INSTALL EXISTING VACUUM-BREAKING VENT ® NEW SPILLWAY AND OUTLET ~4 PIPE VACUUM-BREAKING VENT C-20 INSTALL NEW SAMPLE PUMP POWER CABLES FOR EXIST PUMPS. PUMPS ARE 1/2 HP, 3 PHASE, 480 V, W/15 AMP CIRCUIT SUMP PUMP DISCHARGE HOSE, CONTROL CABLE AND POWER CABLE (6 LOCATIONS). BUNDLE TOGETHER WITH¼" DIA POL YSTER ROPE. TIE DOWN @5' O.C. WI STRAP PER SECTION NC-15 (SIM). BIG CANYON RESERVOIR FLOATING COVER REPLACEMENT C-5027 C-9 a a N " E a "' E Q. <O N N "' " "O Ol 0 I ;:, I') Ol ,.... - CIVIL ~ MWH 0 WARNING 1/2 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS MICHAEL J. SINACORI, P.E. RESERVOIR COVER PLAN ~ NOT TO SCALE r,,;--t----+------------------+-----t-::~AS;::S:::IS::'TA-"'N'-'-T-"Cr.lTY=-':-EN":G<'-'IN'=E='ER.,__t---------------------~----------l~ DESIGNED: DRAWN: a DJL MLS CITY OF NEWPORT BEACH W-5340-S " 1----------1 " PUBLIC WORKS DEPARTMENT SHEET 1 Q OF 24 ;J, u 27/11/2013 CHANGED FOR RECORD DRAWING NO. DATE DESCRIPTION OF REVISIONS APPROVIED CHECKED: JDC DATE: 11 30 2012 CONT 3/8" POLYESTER ROPE CHAFER STRIP -- FOLDED BACK UNDER BATTEN BAR •. .. ' .... •. :" .,. -:•:.. .-· ..... •• . ., ..... •• .. ., .. EXISTING½" SS EPOXY ADHESIVE ANCHORS W/ SS NUTS AND WASHERS@ 12" OC, 6" OC AT BAR ENDS. SEE DETAIL 3 / NOTE 1. ,,------+---3---t EXISTING BATTEN BAR REINSTALL EXISTING CONT 2" WIDE STRIP EPDM GASKET. WRAP NEW CSPE COVER AROUND ROPE-FOLD BACK UNDER BAR AND BOND TO ITSELF MIN 2" BEYOND BATTEN BAR NEW 45-MIL CSPE MEMBRANE FLOATING COVER. SEE SPECS. NEW 45-MIL BLACK/BLACK REINFORCED CSPE CHAFER STRIP. 3 '---l=XISTING CONCRETE CURB (REINFORCING NOT SHOWN FOR CLARITY) 1 MEMBRANE MATERIA SCRIM (TYP) MEMBRANE MATERIAL----~ SCRIM {TYP) SEAM LL UNBONDED FLAPS CLOSED AT ENDS OF PANELS WHERE CROSS SEAMS ARE LOCATED MAX NOMINAL OVERLAP PRIOR TO HEAT SEAMING 2" FACTORY ENCAP- SULATED EDGE HEAT SEAM, NO LOOSE EDGE ON TOP SIDE MIN SCRIM TO SCRIM BOND WIDTH MEMBRANE MATERIAL --- SCRIM (TYP) SEAM ALL UNBONDED FLAPS CLOSED AT ENDS OF PANELS WHERE CROSS SEAMS ARE LOCATED MAX NOMINAL OVERLAP PRIOR TO HEAT SEAMING -~ 2" +/-2" FACTORY ENCAP- SULATED EDGE , r HEAT SEAM, NO LOOSE / EDGE ON TOP SIDE ~-MIN SCRIM TO SCRIM BOND WIDTH TYPICAL FACTORY LAP SEAM FIELD LAP SEAM WITH ENCAPSULATED EDGE 2" +/-2" EDGE CUT WITH EXPOSED SCRIM 1 1/2" WIDE 40 MIL MIN UNREINFORCED STRIP CAP (NOT SHOWN) ON EXPOSED CUT EDGE, OR LIBERAL "CROSS BRUSHED" FLOOD COAT OF CSPE WELDING SOLUTION, TYP SEE SPECS HEAT SEAM ~-MIN SCRIM TO SCRIM BOND WIDTH MEMBRANE MATERIAL--~ SCRIM (TYP) -~ NOTE: 8" MIN JOINT COVER STRIP FULLY BONDED MIN 4" BONDED OVERLAP FULLY BONDE SEAMS MEMBRANE MATERIAL (SAME AS COVER MAT'L) GAP LOCATED AT CENTER OF JOINT COVER STRIP 1. A CAP STRIP SHALL BE APPLIED TO ANY SEAM WHICH DOES NOT MEET THE SPECIFIED OVERLAP REQUIREMENTS. FIELD LAP SEAM WITH CUT EDGE AND ALL FIELD SEAMS IN RCTs TYPICAL FIELD BUTT SEAM COVER ANCHOR CONNECTION 1 NOTE: GAP BETWEEN NOTTO SCALE TYP 12"± FIELDWORK C-9 EXISTING 3/16 SS BAR, LENGTH VARIES (EPDM GASKET NOT SHOWN) BAR SEGMEITTS ~ VARIE + o 1 ~---lo-----0+------+-~----1 __j~ARIES 5/8" X 3/4" SLOTS NOTE: 1. CONTRACTOR SHALL TEMPORARILY REMOVE AND SEQUENTIALLY MARK EACH PIECE OF EXISTING BATTEN BAR AND EPDM GASKET MAT'L TO INDICATE LOCATION AND ORIENTATION. BATTEN BARAMD GASKET MAT'L PIECES THAT ARE DETERMINED BY THE OWNER REP IN THE FIELD NOT TO BE ACCEPTABLE FOR REUSE SHALL BE DISPOSED OF AND NEW, EQUAL MATERIAL PROVIDED AND INSTALLED BY THE CONTRACTOR. PAYMENT FOR THIS "EXTRA WORK" SHALL BE MADE AS PER SPECIAL PROVISIONS, SECTION 3-3. SUITABLE REUSED MATERIALS SHALL BE RE-INSTALLED AT THE SAME LOCATION. EXISTING BATTEN BAR 3 NOTTO SCALE C-9 REINSTALL EXIST ----~ 3/8"x3" CONTINUOUS SS BAR. SEE NOTE 1, DETAIL 3. 3:1 SLOPE EXIST 3" AC W/ 1-1/2" THK CONG SLURRY TOPPING SLAB ... " .;. .... . . 1. SEAM DETAILS ARE TYPICAL FOR THE FLOATING COVER. SEAMS ARE NOT SHOWN ON THE PLAN DRAWINGS FOR CLARITY, BUT ARE COMMON FOR ALL MEMBRANE PANELS. 11 (E) BOLTS WERE HEX HEAD WITH WASHERS NEW CHAFER STRIP TYPICAL SEAM DETAILS 2 NOT TO SCALE C-9 OUTSIDE INSIDE 11 EXISTING 3 LINES OF ----- ANGLED BARBED WIRE I-' EXISTING CHAIN LINK FABRIC ~': Cl) a'° >< 1-w, LINE POSTS 10' OC MAX : s ~ ~ 1 0 0 - 1 u:j 0:: 0 I IDU..~ I a.Cl)W <( w Cl) I (.') 0:: W I -' <( 0:: I <( > □ I Owz : I-(.) ::J EXISTING TENSION WIRE ~ I 0:: z 0 w w 0:: lj >u..<C INSTALL 24" WIDE CHAIN LINK I i --+ SKIRT TO EXIST FENCE TENSION I I . .• • ,--Y-~ RE-INSTALL EXISTING EXPANSION-TYPE ANCHORS WIRE FOR ENTIRE LENGTH OF RESERVOIR PERIMETER FENCE. SEE DETAIL NOTES. _ .. , .. .• . . _., ... 4' . -·. . ...... . • ·" .... • .. -• .4_· ~ -·. EXISTING CONG FOOTING . • •• -.. . 4 -~ •.. ··._ , . • .· ~ . • . ... . . "· . . ., . . . .. . . . •. . .. . .. • : .,. 11 LOWER CHAFER ATTACHMENT 4 MODIFICATIONS TO EXISTING FENCE 5 NOTTO SCALE C-9 NOTTO SCALE C-9 EXISTING PAVEMENT WHERE SHOWN NOTES: 1. REMOVE EXISTING WOODY DEBRIS EXTENDING MIN 2'-0" FROM OUTSIDE BASE OF EXIST FENCE. 2. INSTALL NEW CHAIN LINK SKIRT FABRIC ON OUTSIDE OF EXIST FENCE (OPPOSITE OF PAVEMENT). 3. CONNECT NEW CHAIN LINK (SKIRT) FABRIC TO EXISTING TENSION WIRE W/ HOG RINGS SPACED AT 12-INCHES ON CENTER. 4. NEW FENCE INSTALLED TO (E) FENCE AND PLACED INTO HAND DUG TRENCH DIRECTLY ALONG BOTTOM OF (E) FENCE, THEN BACKFILLED 6" -8" " " N ., E " "' E " Ill --- "' 3: "Cl C-10 si ~-------------------.--------,--,-----,-------------------.,------r::===---------.---------;:::-;-~~:-::-;-::::-;-;-;::;-==:;-;;:=:-----------,"' REV1EWED BIG CANYON RESERVOIR ,,,, "' FLOATING COVER REPLACEMENT C-5027 ~ -<D WARNING RECORD DRAWING 0 1/2 CIVIL a MWH ~ MICHAEL J. SINACORI, P.E. RESERVOIR COVER DETAILS -I ·" This record drawing has been prepared, entirely IF THIS BAR DOES 1---.---J-------+-------------------+---~-,'2A:;;:SS:;:'IS';;-TAc,:N::..:.T_,CTITY~E';;:NG~INc:,EeaER"--+--------------------,----------j ~o or in part on the basis of unverified information NOT MEASURE 1" DESIGNED: DRAWN: compiled and furnished by others to the preparer THEN DRAWING IS 27/11/2013 CHANGED FOR RECORD DRAWING DJL MLS CITY OF NEWPORT BEACH W-5340-S 3: who is not responsible for any inaccuracies, NOT TO SCALE ;,: _errors ort o mdi~stionths wdhich maythave beenlt NO. DATE DESCRIPTION OF REV1SIONS APPROV1ED CHECKED: JDC DATE11: 30 2012 PUBLIC WORKS DEPARTMENT SHEET 11 OF 24 ,:" L_ _________________________________ ....J. ____ .!!;1n~co!!Jrp~o:,::ra!;e::.!!,!1n~o:e,:::o~c::um:::e~n~a:!s.:!.a!::re~su!!!... ___ ...J. __________________ ...J ______ _,L_...1., ___ ....1, _________________ ...1, ___ .__ __ ..:;:;.;;;.,i._u..~~il....-------------------.i...-------'u COVER LAYFLAT SAND TUBE LENGTH (FINISHED SAND TUBE NET LENGTH PLUS ONE TUBE DIAMETER) 2"MIN SEE DETAIL 2/-FOR SEAM ALLOWANCE ONE END OF SAND TUBE SHALL BE WELDED CLOSED, FOLDED OVER, AND WELDED DOWN, AS SHOWN BEFORE FILLING WITH SAND. INSIDE OF TUBE SHALL BE UNBONDED AT START OF FOLD LONGITUDINAL SECTION 2 1/2" MIN SEAM WIDTH 2" MIN SCRIM OVER SCRIM WELDED 10¼" LAYFLAT +!-¼" FOR 6½" DIA BOTTOM SAND TUBE WEIGHT 4 3/4" LAYFLAT +/-¼" FOR 3" DIA RUNOFF ENHANCEMENT WEIGHT 12 1/2" LAYFLAT +!-¼" FOR 8" DIA BAFFLE WEIGHT CROSS SECTION LAY FLAT DETAILS FOR NEW SAND TUBES NOTTO SCALE 1·-0" A 3'-0" 11 11 11 11 31-011 f------'-' I 11 11 11 11 C B SIM --SEE NOTE 2. NEW SAND TUBE LAYFLAT DIMENSIONS CLOSURE DETAILS FOR NEW SAND TUBES 6 C-12 SLOPE SAND TUBE WEIGHT SLOPE RCT FLOAT NOTE: 1 1 2 GENERAL NOTES 1. DETAILS ARE SHOWN WITH RESERVOIR EMPTY (TYP) 1/2" GROMMETS FOR BAFFLE SAND TUBE WEIGHTS ONLY. DO NOT FOLD SEAMED END OVER FOR BAFFLE SAND TUBE WEIGHTS ~-SANDTUBE ROUND CORNERS TO 1" RADIUS (TYP) 2. PROVIDE MIN 40 MIL CAP STRIP OF UNREINFORCED CSPE AT ALL FIELD SEAMS BETWEEN FLOATS IN RCTs. WELD CLOSED END OF SAND TUBE 0 0 2"SHOP SEAM 3" FIELD SEAM STEP#1 TOP VIEW SIDE VIEW --._,___ FOLD SEAMED END OVER AND BOND TO SAND TUBE STEP #2 CLOSURE DETAILS FOR NEW SAND TUBES 2 TOE OF SLOPE EL VARIES 3 NOTE: NOTTO SCALE SEE DWG C-14/C-15 12" DRAIN PIPE NOT SHOWN FOR CLARITY 9.25' 1/2 DISTANCE 12" BETWEEN FLOATS 1. SECTION SHOWN PRIOR TO COVER DEPLOYMENT SAND FILLED TUBE, CENTER BETWEEN FLOATS 4" THICK FOAM FLOAT SECTION A NOTTO SCALE C-9 MEMBRANE FLOAT WRAP. WRAP TIGHTLY OVER FOAM. SEE SECTION 02776 FOR ADDITIONAL REQUIREMENTS. FLOATING COVER B D BOTTOM RCT FLOAT A 3'-0" 9'-0" I I 5'-0" 1 1 B C RAINWATER COLLECTION TROUGH RCT ON BOTTOM PLAN NOTTO SCALE D I NOTE: ~-DRAIN PIPE NOT SHOWN FOR CLARITY CLOSURE DETAILS FOR NEW SAND TUBES ,---+--SEE NOTE 2. BOTTOM SAND TUBE WEIGHT 2 4 C-12 COVER DOUBLE-LAYER CSPE CHAFER STRIP. SEE NOTE 4/C-9. TUBE STRAPS AND ATTACHMENT TABS ARE NOT SHOWN FOR CLARITY 3 C-9 FLOAT (END VIEW) FLOATING COVER BOND FLAPS NOTE: 1. FOLD END FLAPS OF FLOAT, WRAP NEATLY AND TIGHTLY- BOND AS SHOWN TO COVER , 2. PATCH ALL VOID AREAS WITH UNREINFORCED MEMBRANE SECTION C NOTTO SCALE RAINWATER COLLECTION TROUGH (RCT) ON SLOPE PLAN TUBE STRAPS AND ATTACHMENT TABS ARE NOT SHOWN FOR CLARITY ------====--=============~::=:..!:===----.l\_F_LOA TING COVER 4 NOTTO SCALE C-9 RECORD DRAWING This record drawing has been prepared, entirely or in part on the basis of unverified information compiled and furnished by others to the preparer who is not responsible for any inaccuracies, errors or omissions which may have been incorporated into the document as a result 2" 1'-011 BOND FLOAT WRAP TO COVER 2" TROUGH FLOAT SECTION NOTTO SCALE B FOAM FLOAT SECTION NOTTO SCALE FLOAT WRAP, SEE SECTION C . I 2• I . D BOND FLOAT WRAP TO COVER FLOATING COVER 0 0 N ., E 0 "' E C. <Xl N c'-i r------------r----r-~-~-----------r---~~------,----------;::;-;-:;::--;:::-:=--:-:--=:=::---:--=-::=-----~C~-~1 ~1 _J-1 REVIEWED BIG CANYON RESERVOIR } MWH WARNING 0 1/2 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO SCALE FLOATING COVER REPLACEMENT C-5027 ~ - CIVIL ~ MICHAEL J. SINACORI, P.E. RESERVOIR COVER DETAILS-II ~ h\r----:--------jr-----------------t---~~A;';;SS~IS~TA~N!..!.T->C~ITY=EN;;:G~IN!EcJEE~R'----1f-----------------------~------'~ 27/11/2013 CHANGED FOR RECORD DRAWING DESIGNED: DJL DRAWN: MLS CITY OF NEWPORT BEACH W-5340-S ~ 1---------1 3: APPROVED CHECKED: DATE: PUBLIC WORKS DEPARTMENT 12 24 c. JDC 11 30 2012 SHEET OF ./ u NO. DATE DESCRIPTION OF REVISIONS 90 MIL AFTER WELDIN<; L 1/2" DIA SOLID BRASS GROMMET, STIMPSON CO. INC, OR EQUAL, TYP OF 4 Ml 45 MIL COVER MATERIAL SHOP SEAMS--+-~,--~ t zWj s;:C.. o9 0(/) FLOATINJ rCOVER 60 MIL (MIN) BLACK TEXTURED UNREINFORCED 3" 5" 11" SAND TUBE ATTACHMENT STRAP NTS 3" FIELD SEAM WELD TEXTUREJ rWALKWAY PLAN VIEW AT TOP 30" MIN WIDTH 1 CSPE WALKWAY ~ I -FLOATING COVER ' ' I"'-.. 3" FIELD SEAM NOTES: 1. FIELD SEAM WALKWAY TO FLOATING COVER AT TOP OF SLOPE AND 2 SIDES DOWN SLOPE. DO NOT SEAM AT BOTTOM (DOWNSLOPE) EDGE. 2. FOR TOP OF SLOPE SEE PLAN VIEW ABOVE TYPICAL SECTION VIEW TYPICAL TEXTURED WALKWAY 5 5 5 NO SCALE C-9 C-14 C-15 90 MIL AFTER WELDING SHOP SEAM -----'-~ 3" 6" 1/2" DIA SOLID BRASS GROMMET, STIMPSON CO INC, OR EQUAL, TYPOF2 45 MIL COVER MATERIAL SLOPE SAND TUBE WEIGHT RETENTION STRAP 3 NTS DRAIN PIPE RISER DRAIN PIPE. SEE NOTE 7. 3'-0" SEE NOTE5 18" 18" SEE NOTES 5 & 6 C D SAND TUBE ATTACHMENT DETAIL CHAFER STRIP FLOATING COVER SAND TUBE 1 ATTACHMENT STRAP 5'-0" 8" 14" 16" 14" EB- _t ROPE LACING PATTERN SIMILAR AROUND SAND TUBE AND AROUND PIPE (SEPERATE ROPES) BOTTOM SAND TUBE WEIGHT PLAN VIEW (NEW TUBES) NO SCALE DRAIN PIPE RISER 2 C-19 1/8" DIA POL VESTER ROPE AROUND PIPE. TIE AND FUSE ENDS SIM TO SAND TUBES. 1/4" DIA BRAIDED POL VESTER ROPE AROUND SAND TUBE. TIE W/ SQUARE KNOT. ROPE ENDS SHALL BE CUT WITH HOT KNIFE TO FUSE FIBER ENDS. SAND TUBE ATTACHMENT STRA SAND FILLED TUBE WEIGHT BRASS GROMMET 8" SEE NOTE 7 rnSANDTUBE LJ ATTACHMENT DETAIL 4 C-11 1 4" DIA DRAIN PIPE--------. SEE NOTE 7. SAND FILLED TUBE WEIGHT--~ FACTORY SEAM (TYP) ---~ 1 SANDTUBE ATTACHMENT ---STRAP 45 MIL CSPE MEMBRANE CHAFER STRIP ------ SEE NOTES 6 AND 8 3" GENERAL NOTES 1. SAND FILLED BOTTOM TUBES LOCATED IN TOE OF SLOPE AND CENTER COLLECTION TROUGHS SHALL BE 6-1/2" DIA X 5' LONG PLACED TIGHTLY END TO END. 2. SAND FILLED SLOPE TUBES LOCATED ON SIDESLOPE COLLECTION TROUGHS SHALL BE 6-1/2" DIA X 3' LONG PLACED TIGHTLY END TO END. 3. SEE SPEC SECTION 02778 FOR GEOMEMBRANE MATERIAL REQUIREMENTS. 4. SEAMS (FIELD OR SHOP) PARALLEL TO SAND TUBES SHALL NOT BE PERMITTED WITHIN THE RAINWATER COLLECTION TROUGH OR BETWEEN OR BENEATH THE FLOATS EITHER SIDE OF THE SAND TUBE. 5. AFTER INSTALLATION OF SAND TUBE WEIGHTS. PUNCTURE TUBE MEMBRANE MATERIAL AT 6" TO 12" OC ALONG TOP AND ENDS WITH SHARP PROBE. 6. CSPE MEMBRANE CHAFING STRIP BELOW SAND TUBES SHALL BE FIELD SEAMED IN PLACE. FIELD SEAMS SHALL BE CONTINUOUS ALONG EDGE EXCEPT 3" GAPS (NO BOND) AT 10'-0" SPACING. 7. DRAIN PIPE SHALL BE SINGLE-WALL, FLEXIBLE, CORRUGATED, PERFORATED HDPE DRAIN PIPE . .PERFORATIONS SHALL BE SLOTS W/ ROTATED ORIENTATION PATTERN EVERY OTHER VALLEY. PIPE SHALL BE ADS OR EQUAL. 8. CHAFING STRIP SHALL NOT CROSS JOINT COVER STRIP AT FIELD SEAMS WHICH CROSS RCT'S. 9. DRAIN PIPES SHALL NOT EXTEND INTO NON-INTERFERENCE ZONES. SMOOTH PIPE ENDS BY APPLYING HEAT TO CREATE A BEAD, OR APPROVED ALTERNATIVE METHOD. COVER PIPE ENDS AFTER SMOOTHING W/20 OZ/S4 GEOTEXTILE HELD IN PLACE W/ POL YSTER ROPE AND SQUARE KNOT. 3" SQUARE KNOT, SEE SECTION 5 FOR REQUIREMENTS 1/4" DIA BRAIDED (MARINE GRADE) POL VESTER ROPE FACTORY SEAM (TYP) FLOATING COVER TROUGH SLOPE SAND TUBE WEIGHT (SLOPE PLAN) PLAN VIEW 6 DETAIL-SIDE VIEW A FULLY BOND STRAPS IN SHOP 3'-6"WIDE NTS ROPE GOES THROUGH GROMMET------~ FLOATING COVER 2 SANDTUBE ~--~CLOSURE C-11 SEE NOTE5 INSTALLED CHAFER STRIP UNDER -+-~ SAND TUBES LIEW OF FULLY BONDING TO FLOATING COVER C-11 TOP OF SLOPE IS TO THE RIGHT 3 SLOPE SAND TUBE WEIGHT c--11-----tRETENTION STRAP 5" NTS 1/4" DIA BRAIDED POL VESTER ROPE, TIE W/ SQUARE KNOT. ROPE ENDS SHALL BE CUT WITH HOT KNIFE TO FUSE FIBER ENDS 6-1/2" DIA x 36" LONG SLOPE WEIGHT [TI SAND TUBE ~ ATTACHMENT STRAP SAND TUBE WEIGHT INSTALLATION ON SLOPE-SIDE VIEW NO SCALE SHOP SEAM (TYP) SAND TUBE 1 ATTACHMENT I----+-~ BOND CHAFER STRIP IN FIELD AS PER NOTE 6. SECTION NTS SQUARE KNOT, SEE SECTION C FOR REQUIREMENTS 1/4" DIA BRAIDED (MARINE GRADE) POL VESTER ROPE. ROPE ENDS SHALL BE CUT WITH KNIFE TO FUSE FIBER ENDS. SAND FILLED TUBE WEIGHT SHOP SEAM (TYP) STRAP ,t---..,,..--¾.r---&>rl-vl--'v~~~-iv~rv---v------ 3" 3" 11" FULLY BOND IN FIELD SECTION D NO SCALE B C-12 0 0 N Q) E 0 Cl' E C. N tl1 N -I .---------------------.--------.----.---,---------------------,------,-;:;;RE:;;\1~EW~E;;-D-------,---------B0 1;;:G~C~A;;;N;:,,Yv:OmiNcR5cE=<=S,i:E:i:RnVTro~l0R-------1 ;3-- RECORD DRAWING WARNING 0 1/2 "' FLOATING COVER REPLACEMENT C-5027 ~ -<O CIVIL a ""[J MW H MICHAEL J. SINAC0RI, P.E. RESERVOIR COVER DETAILS-Ill ~ This record drawing has been prepared, entirely IF THIS BAR DOES l-----.-----1-------1------------------+-------{~A~S~SIS~T~ANc!..!T_,CTITY~E~NG~IN!!cEc=eER'--t-------------------,----::-:-:=-:::-:::-i -t0 or in part on the basis of unverified information NOT MEASURE 1" DESIGNED DRAWN ·1 d d f • h db th t th THEN DRAWING IS : DJL : MLS CITY OF NEWPORT BEACH W-5340-S 3 oomp, e an urn,s e Yo ers o e preparer NOT TO SCALE 27/11/2013 CHANGED FOR RECORD DRAWING 3c. who is not responsible for any inaccuracies, errors or omissions which may have been NO. DATE DESCRIPTION OF RE\1SIONS APPR0\1ED CHECKED: JDC DATE: PUBLIC WORKS DEPARTMENT SHEET 13 OF 24 / L ________________________________ L ___ .,!in~co:2!r:e!po!!::ra~te:2,d~in~to.!!:th~e!!!do;:cu~m~e~nt,::as::,,:a!,!r!:;es:!!!ul!.,_t ___ L _________________ ...L _____ _J ___ _J_..:,__..:,___J.:,._ ________________ 1.,_ __ J.... __ ..:::::;::..i.....,,i,1!-'1 ~30~20~1~2---------------------''---------'6 _____ ..,..------.... __ ~-- ~ FLOATING COVER LAYFLAT TUBE, SIM TO DETAIL 1/C-11. 3 ATTACHMENTTAB NOTE: BONDED TO FLOAT. SEE NOTE 4. 6" DIA FLOAT 1. FOLD OVER SEAM AT FLOAT ENDS (NOT SHOWN) AND BOND TO FLOAT WRAP, SIM TO DETAIL 2/C-11. 2. PROVIDE 2" CHAMFER AT FLOAT ENDS (NOT SHOWN), FULL CIRCUMFERENCE OF FLOAT. 3. PROVIDE 9'-0" LONG BAFFLE FLOATS, INSTALLED WITH 3'-0" GAPS BETWEEN. 4. BOND FLOAT TO WRAP MEMBRANE WITH CONTACT ADHESIVE ADHERE WITH MIN 6" WIDE ADHESIVE SPACED MAX 6" APART. BAFFLE FLOAT 1 NOTTO SCALE BAFFLE FLOAT AND ATTACHMENT TAB 1 SEE NOTE 2 -~, 3 9 b O? MIN FLOOR ELEV J"ION AS SHOWN ------ NOTES: A- COVER MEMBRANE 36 MIL BLACK/BLACK REINFORCED CSPE MEMBRANE, SIM TO FLOATING COVER MATERIAL BAFFLE SAND TUBE WEIGHT 8" DIA, 4 FOOT SEGMENTED LENGTH EXIST AC LINER W/ 1-1/2" CONC SLURRY TOPPING SLAB. 1. FOR VERTICAL BAFFLE ATTACHMENT TAB, MEMBRANE MATERIAL SHALL BE CUT AND WELDED WITH SCRIM REINFORCING ORIENTED PER THE MEMBRANE MANUFACTURER'S RECOMMENDATIONS AND WARRANTY REQUIREMENTS. 2. SEE DETAIL 2/C-11 FOR SPECIAL SAND TUBE CLOSURE REQUIREMENTS SPECIFIC TO BAFFLE SAND TUBE WEIGHTS. 3. BAFFLE TO BE CUT OUT TO APPROXIMATELY FIT OVER INLET PIPE. HEM CUT EDGES 2" MIN. 4. BOTTOM SUPPORT CHANGES TO CONCRETE 12 "x 12" REINFORCED FOOTING-1 ANCHOR BOLTS/ BATTEN ATTACH (INSERT DETAIL AS COMPLETE) WATER CIRCULATION BAFFLE SECTION B NOTTO SCALE C-9 4 2 AIR BAFFLE 3 ATTACHMENT TAB SIM, WELDED TO COVER 36-MIL BLACK/BLACK REINFORCED--~ CSPE MEMBRANE, SIM TO FLOATING COVER MATERIAL NOTE: A CSPE MEMBRANE COVER 1. DO NOT PROVIDE FLOATS OR WEIGHTS FOR VERTICAL AIR BAFFLE. VERTICAL BAFFLE CURTAIN Al R BAFFLE SECTION NOTTO SCALE I . 6'-0" . I WATER CIRCULATION BAFFLE SECTION AT INLET PIPE NOTTO SCALE F C-9 2'-011 COVER FLOAT 6" DIA. BAFFLE FLOATS CUT OUT FOR BAFFLE (TYP). FOLD OVER EDGE AND SHOP WELD. SIM TO SECTION A/C-13. 8" DIA. BAFFLE SAND TUBE WTS. G C-9 C-13 0 0 N ., E 0 "' E CL (0 st <'-J -I .-------------------~--------.-----.-------.-------------------,-----,-R-EVI_E_WE_D ______ -r----------B--I __ G_C __ A_N_Y __ O_N_R __ E __ S __ E __ R __ V __ O __ IR----------1;3-- "' FLOATING COVER REPLACEMENT C-5027 ~ -(0 CIVIL a MWH ~ MICHAEL J. SINACORI, P.E. BAFFLE DETAILS L This reoord drawing has been prepared, entirely IF THIS BAR DOES ASSISTANT CITY ENGINEER -o or in part on the basis of unverified information NOT MEASURE 1" 1--~+----+------------------+-----t:::::::=:::~~r::':::-::::~~---t----------------------,---------1-c compiled and furnished by others to the preparer THEN DRAWING IS 27/11/2013 CHANGED FOR RECORD DRAWING DESIGNED: DJL DRAWN: MLS CITY OF NEWPORT BEACH W-5340-S ~ who is not responsible for any inaccuracies, NOT TO SCALE 1-----------1 3: errors or omissions which may have been NO DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: PUBLIC WORKS DEPARTMENT SHEET 14 OF 24 ;J, .._ _________________________________ ___. _____ in_oo_rp_o_ra_te_d_int_o_th_e_do_c_um_e_nt_a_s_a_re_su_lt ____ .._ __________________ ...._ ______ ..__·...._ ___ ___. _________________ ....._ ___ .._ ___ J_DC.....__1_.,1._.3"'0""2"'0_.12...._ ___________________ .._ _____ __,0 RECORD DRAWING WARNING 0 1/2 4'-0" CLEARANCE BETWEEN INTERSECTING RCT FLOATS AT NIZ, TYP ALL SIDES, SEE NOTE 7 SLO~~ CENTERLINE ✓ c---------__ SEE:':::\ ~ r::::j --------------- --------------- ---------------~ --------------- --------------- ------------- //// / / ,1/ / SEE SECTION A/C-11 FOR BOTTOM RCT FLOAT SEPARATION ,1✓ < ~/ / / / / ~ BOTTOM RCT FLOATS TYP ~~""~~11:t~\~i~'.i:\~j~;;~ • t--------------------------•~\SJ!~-~E~·J·iv.;,;,,,.\/?}{tff[fdt,t;}[i:JA\;;~ _> -:;-~-::;,';"'[.~r:·· "'1•~-~~ INSTALL FLOATS AND WEIGHTS TO EL 302.4', TYP ALL SLOPE RCTS . ....._ SLOPE RCT TROUGH #3 ~ ·•:,\~!, ·:..:?:( ef), #,(?~ (?~ (?~ ~ GENERAL NOTES \ 1. INSTALLATION LAYOUT SHOWN BASED ON \ ----~\\ '\ 2 . EMPTY RESERVOIR WATER LEVEL. , \ SAND TUBE WEIGHTS NOT SHOWN FOR CLARITY. SAND TUBE WEIGHTS STOP AT EDGE OF NON-INTERFERENCE ZONE INSTALL FLOATS AND WEIGHTS TO EL 302.4', BOTH SIDES OF MIXER GRILLAGE, TYP ALL MIXERS \ 3. 4, MEMBRANE CHAFING STRIPS NOT SHOWN FOR CLARITY. SEE NOTES 6 AND 7 (TYP) ef),(?~'(? ~~ \'l -~';rt~~i, -~ '.:))i \ LOCATE CENTER OF NON-INTERFERENCE ZONES AT TROUGH INTERSECTIONS. TOE OF SLOPE SEE NOTE8 ========== ·~•;,;~:;!~;~'.·";; .~.'' i~I&!~b'\ 1.:;;,;;,1,t-.:;'-' SEE NOTE6-+~ :\i11li}\ ~~ . .,..,. . ..:.;..,; :r~~i.~t (_;-I 0 0 \:6 0 SLOPE RCT FLOAT SEPARATION SHALL BE 2'-0" AT TOP OF SLOPE (8 LOCATIONS). SLOPE RCT FLOAT SEPARATION AT BOTTOM OF SLOPE VARIES (SEE TABLE). FLOATS SHALL BE PLACED IN STRAIGHT LINES. SLOPE RCT FLOAT, ~ SEPARATION VARIES AT BOTTOM OF SLOPE, SEE TABLE 1"--/~-T7Y/;,'-9" DIAX 12" LONG SAND FILLED BOTTOM !{.. TUBE SPOT WEIGHT. ATTACH AT CENTER OF 1 I~ :};'}:t,°i- ~r~~~-"~~~f '1~1t~l\ ·. 7. TERMINATE SLOPE RCT FLOATS AT EDGE OF BOTTOM RCT FLOAT ALIGNMENT OR SHORT OF BOTTOM RCT FLOAT ALIGNMENT TO MEET MINIMUM SETBACK DISTANCE BETWEEN FLOATS. cc _J 0 1 I I BOTTOM RCT CENTERLINE / 1 TYP, SEE NOTE 2----------+/'..__j TOE OF SLOPE.---------~ I I I I I I I I I THROUGH INTERSECTION TO TOP OF COVER W/ BOTTOM SAND TUBE ATTACHMENT STRAP, SIM TO DETAIL 1/C-12 NON-INTERFERENCE ZONE; NO WEIGHTS EXCEPT ONE SPOT WEIGHT AND RAINWATER ENHANCEMENT WEIGHTS AS SHOWN, SEE NOTE 5 NON INTERFERENCE ZONE (NIZ) 2 PLEATED C-18 TROUGH FITTING 1 NON INTERFERENCE ZONE (NIZ) 11 \ --- C-12 ... ~!; .• -r,;,!o.• t,;,.,,,t."1'··~'"'\ ·-~l·l'-·i.~. I :Jtl}t~i:t, I ,r, . .-.•-~-•~-f~\ ·\ ' F:.::.(~•i,~;, I \;.:;•:.;;:~. ,: I ... , ... ~·"" J, ...... ;,, -;:.;., r-:1:_ ·i1;1:;;·.1: b:.J '•'\"' ,'( lj,ff/i~;'i:: I i ~i-.;,f}?.(:\~:' I >-.:~.~3/.i:{~ ~:il~~~r,~: 1 c~,;;.,,,~,•-:;. .:~f-;,\,:'t.•)~.~ -i:"~•:-, ·N "" ,I •,1,1-, •. l f ~t•:,, 8, INSTALL PER NOTE 4/C-9. I TYPICAL NON-INTERFERENCE ZONE (NIZ) 1 NORTHWEST CORNER PLAN 7 SCALE: 1"=30' SCALE: 1"=4'-0" Uill 1 NON INTERFERENCE ZONE (NIZ) 2 PLEATED C-18 TROUGH FITTING NON INTERFERENCE ZONE NIZ Uill 5 TEXTURED C-12 WALKWAY I Ts\ ' I I ,,I TOE OF SLOPE SEE NOTE8 ~ _J--- \ TOE OF SLOPE SOUTHEAST CORNER PLAN SCALE: 1"=30' C-9 NONINTERFERENCE 1 ZONE (NIZ) PLEATED 2 TROUGH FITTING C-18 NONINTERFERENCE 1 C ZONE (NIZ) ,("~~.;;;;============c \"'°J""~~-==.-= ~-===-=-=~~~~-~=~-~~-~~· 1/1/- ---✓ PUMP MOVED TO N12 --l.-------------\ TEXTURED WALKWAY 9 C-9 Uill 5 C-12 cc _J 0 -,n N N SLOPE RCT TROUGH# #1 #2 #3 #4 #5 #6 #7 #8 FLOAT SEPARATION AT TOE OF SLOPE 7'-6" 71-611 71-611 71-611 7'-0" 7'-011 71-611 71-611 0 0 N ., E 0 "' E C. N ,n <'-J "' 3: NORTHEAST CORNER PLAN 8 "O C-14 '<I' - SCALE: 1"=30' C-9 I ,--------------------r-------,--,----,----------------7--711iR~EV1vi°iEiWEHDl-----,-------,BBi1i(GiiccAANNYYCOir::NiiRRiEESSEERRVVCOiiilR~---------ii FLOATING COVER REPLACEMENT C-5027 ~ -<O WARNING CIVIL a o 1n ~ MW H MICHAEL J, SINACORI, P.E, CORNER TROUGH DETAILS I ~ This record drawing has been prepared, entirely IF THIS BAR DOES ~-.----+------l----------------------[----~~A~S~S~IS¥T~A~N.!.T.JCTITY¼i!E~NG~l~NEcJEEerR~+-----=-==-=--=:-:~=:-:-=-=:::::::::~~~-=-:::-;-----l-~~::;:;~:;;--I ~ orinpartonthebasisofunverifiedinformation NOT MEASURE 1" DESIGNED: DRAWN: CITY OF NEWPORT BEACH W-5340-S ~ compiled and furnished by others to the preparer THEN DRAWING IS 27/11/2013 CHANGED FOR RECORD DRAWING DJL MLS 3: RECORD DRAWING who is not responsible for any inaccuracies, NOT TO SCALE CHECKED DATE· PUBLIC WORKS DEPARTMENT SHEET 15 OF 24 ;J, L __________________________________________ l ____ _je;r~ro;rs;~or~o;m{iEss~io~nfsiw~h~ic;h~m~a~yih~a~ve~beie~n!,_ ____ 1 _______________________ L _______ l__::N:;:O;_ . .l_..'.D'..:A~T::.._E_l:'.:DE:::S::C:::R:::IP_:T:_:10:::,N:_.::0:_F_:R:_::E:_:Vl:.:S::10:::,N:.:S:_ ___________ ...l.:.A:,P;_P:.:,RO:VE:=D:L ___ '_;J:!!;D!!;CJ.,_.lll!J. ~3i!l0~20ill1~2l... _______________________ ....i ________ _,0 incorporated into the document as a result B 2" NOTES: 3/B"DIA BRAIDED POLY ROPE (TYP) ~ ROPE LACING PATTERN 3" DIA RAINWATER ENHANCEMENT WEIGHT. FABRICATE WEIGHT SEGMENTS 12'-0" LONG ~-1/2" BRASS GROMMET (TYP OF 6) ~-WEIGHTS TOUCH AT CENTERLINE OF STRAP {TYP) WEIGHT JOINT STRAP NOTE: MID WEIGHT STRAPS NOT SHOWN. SEE SECTION C. RAINWATER ENHANCEMENT WEIGHTS AND ROPE LACING PATTERN 3 NOTTO SCALE C-14 6" 2" 2" SIDE SECTION C FOLDED-OVER AND WELDED COVER MATERIAL 1/2" BRASS GROMMET (TYP OF 2) • • • • • • • •••• -~~~-~;~~ ;~ -~~~~ ~~~~ •••• ~ •••• MEMBRANE COVER WELD WEIGHT STRAP MATERIAL FULLY TO COVER MIN 90 MIL THK AFTER WELDING (TYP) N /'J____ ~ r ~ , / ----.,.,, g,J&~fiik~~ifk~~iiiipigP.liil // _.> 5" • ' - tW NOTES: ~/ I ' Ill , ------/ I / I I i('..'!.f"--<y/ / ,l--c:1'WW, ~ I ! I I 12" tW vJ 0 0 _.> 5" vJ 0 (Jl , ... , .. ~~t·• ,-f.f:~t,;·;: / .. :.i.~~\~1~: f .-~=""•"'•'" /fjW~~t:. 1t-,',,'-:-~•,->;1••· i ;jtf,;;~f:/1 f·'.t~}Jtf.t f ·:-.r~ ...... --~--1•:-.t•~-•:";·u;, . •i: ~:-: t:'·.~? •. /''"i;-:,.::::J; ' ; tir~•tft;t I : -::.:,;:~:•~:.:::::· I I '•·•-~ r<.·.•t •,'I, ,,,,,:~-~.~ .. ~,--I j•·.·-~·;<,,l,-~; •• , J.•"--~"',.'·4~ ,:..·. Jt:f;·J;~/f/ I '-·t•:.-,:. ... , .. , I -~~ I i 1_••.:.;¼"-~-~•u l'~·-•,·,•),<·•i I I I I ,,1,., •·•" '• ifl~:iij 2:,~(;f \,tt ';;?::,t1.S;i)r.'.-hc:;"\..,;s}i{f,~j'i;_t,f)\'.-;'.}'.f:j,~5~,t ~,f',}-:,•,:/g, j j ,---i,,-,;,c, 0 I ) 'ti:r:rr:-;.:r: o n .~~ti:!~0· (Jl O lO I u I-,,,.,,,,.,,,y., TEXTURED 5 n ,-~~ nu i )tr:,tJi; WAL KW A y C-12 i-----, u I i1 '.JD}\J;:: ~ I :~J:--~pf;: T7 ~ n , .. .,,.,,p.. u u :'l;~¼{1I • ~ ~ " --l I • 2.25' CLR (TYP) • tW SOUTHWEST CORNER PLAN SCALE: 1"=30' ' N ' - NOTES: 3" 1 1 /2" ~ 10 C-9 PLEATED TROUGH FITTING NON-INTERFERENCE ZONE NIZ NOTE: ALIGN FLOATS ON FLOOR PARALLEL TO TOE OF SLOPE AT CONTINUOUS SEPARATION PER SECTION A/C-9 1. FOR SINGLE 12'-0" ENHANCEMENT WEIGHTS, LOCATE ONE WEIGHT STRAP AT MIDDLE AND ONE 2'-0" FROM EACH END (3 TOTAL) FOR EACH ENHANCEMENT WEIGHT. 1. LOCATE ONE WEIGHT JOINT STRAP AT EACH ENHANCEMENT WEIGHT JOINT, WITH ONE WEIGHT STRAP AT CENTER OF EACH ENHANCEMENT WEIGHT. 2 C-18 1 C-14 GENERAL NOTES 1. INSTALLATION LAYOUT SHOWN BASED ON EMPTY RESERVOIR WATER LEVEL. 2. SAND TUBE WEIGHTS NOT SHOWN FOR CLARITY. SAND TUBE WEIGHTS STOP AT EDGE OF NON-INTERFERENCE ZONE 3. RAINWATER RUNOFF ENHANCEMENT WEIGHT STRAPS AND ENHANCEMENT WEIGHTS NOT SHOWN FOR CLARITY. 4. MEMBRANE CHAFING STRIPS NOT SHOWN FOR CLARITY. 5. LOCATE CENTER OF NON-INTERFERENCE ZONES AT THROUGH INTERSECTIONS. 6. DELETED. 1. WELD TO COVER, SEE LAYOUT SHOWN ON DWG C-12. 2. WEIGHT JOINT STRAPS ARE USED ONLY FOR RAINWATER ENHANCEMENT WEIGHTS WITH LENGTHS GREATER THAN 12'-0" 2. FOR MULTIPLE ENHANCEMENT WEIGHTS(> 12'-0" LENGTH), LOCATE ONE WEIGHT STRAP AT CENTER OF EACH 12'-0" SEGMENT, WITH WEIGHT JOINT STRAPS (DETAIL 8/-) BETWEEN SEGMENTS. 0 0 N ., E 2. SECTION IS TYPICAL FOR BOTH WEIGHT STRAPS AND WEIGHT JOINT STRAPS. RAINWATER RUN-OFF ENHANCEMENT WEIGHT STRAP NOTTO SCALE A RECORD DRAWING WEIGHT JOINT STRAP SECTION-SIDE VIEW NOTTO SCALE B 3. SECURE WEIGHT WITH 3/8" DIA BRAIDED POLYESTER ROPE WITH SQUARE KNOT AT EACH STRAP. MID-WEIGHT STRAP SECTION-SIDE VIEW NOTTO SCALE C C-15 0 "' E CL ..., "' <'-J -I ,--------------------.--------.---.---,-------------------,----,;:;;RE:;;Vl:;:;EWE;;;:;;-D------,---------B O1;;:G~C~A;;;;N;:,,Yv:omiNCR>CE=<=S,CE:CR"VT,0"1°R-------,;3, ..., FLOATING COVER REPLACEMENT C-5027 ~ -<O CIVIL a WARNING 0 1/2 MWH ~ MICHAEL J. SINACORI, P.E. CORNER TROUGH DETAILS -II ~ This record drawing has been prepared, entirely IF THIS BAR DOES 1---.---1------1------------------+-----{~A~S;;;SIS~T~ANc!..!T_,CTITY~E~NG~IN-"'E-='ER'----t-------------------,---:::-:=-::::-:::-i -t0 or in part on the basis of unverified information NOT MEASURE 1" DESIGNED DRAWN compiled and furnished by others to the preparer THEN DRAWING IS 27/11/2013 CHANGED FOR RECORD DRAWING : DJL : MLS CITY OF NEWPORT BEACH W-5340-S : who is not responsible for any inaccuracies, NOT TO SCALE CL errors or omissions which may have been DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: PUBLIC WORKS DEPARTMENT SHEET 16 OF 24 / L ________________________________ L ___ .,!in~co:2!r~po~ra~te:2,d~in~to,.!!:th~e!!!do::cu~m~e~nt,::as~a!.!r!::es:!!!ul!..,_t ___ L _________________ ...L _____ _J ____ No .... ...l..._:_:_..J.:. ________________ ..J... __ ....1.. __ ....::J::;:;DC::..L.....l.1.l...:1 ~30 ...... 20 ... 1~2--------------------''-------.....,u w 0:: < ::::, a Cl) r HATCH FLANGE w 6 0:: < ' ::::, C') 0 Cl) 6 3/4" TYP 3'-4 1/2" TYP HATCH FASTENER BOLT PATTERN DETAIL 1 SCALE: 1/2"=1 '-0" TOP LAYER HATCH FLOAT FOAM 1/8"x1" BUTYL SEALANT 2 STRIPS; 4 SIDES 2" MIN COVER BONDED TO FLOAT WRAP COVER TOP LAYER BONDED TO BOTTOM LAYER WITH CONTACT ADHESIVE FLOAT WRAP SEE NOTE 1 TIGHTEN FASTENER TO COMPRESS FOAM AS SHOWN (NUT BELOW SURFACE OF FOAM)-~ HAMMER THREADED ROD ENDS OVER SO THAT NUTS WILL NOT UNSCREW OR TACK WELD NUT TO STUD ---~ SHADED AREA DENOTES AREA OF COVER BOND TO FLOAT WRAP 2" MINIMUM ALONG EDGES OF FLOAT AND 2" ALONG ALL CUT EDGES OF COVER CUTS IN COVER MEMBRANE TO INSTALL HATCH FLOAT ALL CUT EDGES TO BE CAP-STRIPPED ACCESS HATCH INSTALLATION DETAIL SCALE: 1/2"=1'-0" ~-1/4" SS THREADED ROD 6 3/4" QC ~-1/4" SS NUTS & WASHER (DOUBLE NUTS) 2 ~-NYLON ISOLATION WASHERS HATCH FLANGE 1/8" THICK ~-COVER MEMBRANE (DOUBLE-LAYER). SEE NOTE 4. FLOAT WRAP SEE NOTE 1 COVER NUT & WASHER WITH 6" DIA PATCH OF COVER GEOMEMBRANE; WELD TO HATCH FLOAT WRAP 6 ·' N • a ·' N TOP LAYER HATCH FLOAT FOAM -~ 4"x24"x7' FOAM (TYP 3 PLACES)--~ 1 9'-011 36"SQ INSIDE OPENING 4"x24"x3' FOAM (TYP 2 PLACES) TOP LAYER FLOATS NOTTO SCALE 2 HATCH 3 4" X 24" X 3' FOAM (TYP 3 PLACES)-~ EXISTING 5052 AL HATCH OR NEW BILCO STYLE E-50 (OR EQUAL)------~ HATCH VENT 7 BOTTOM LAYER HATCH FLOAT FOAM --- INSTALLATION A DRILL HOLES IN HATCH FLANGE FOR FASTENING TO FLOATS DOUBLE-LAYER CSPE MEMBRANE. SEE NOTE 4. 1 5 HATCH FLOAT ATTACHMENT 1--------+-~ SECTION NOTTO SCALE 91-0" 36"SQ INSIDE OPENING 4"x24"x9' FOAM (TYP 2 PLACES) BOTTOM LAYER FLOATS 4 NOTTO SCALE A 3 TOP LAYER HATCH ~--t----1 FLOAT ASSEMBLY 4 BOTTOM LAYER HATCH FLOAT ASSEMBLY 6 ' f,... HATCH FLOAT ATTACHMENT 1/8" THICK x2" ODx5/16" ID SS WASHER & 1/4" SS NUT COVER END W/ SS 24 MESH SCREEN, ATTACH W/ SS BAND CLAMPS-----~ . N I . 6" HATCH VENT NOTTO SCALE . I DETAIL 5 NOTTO SCALE 2" DIA 6061-T6 AL PIPE SEAL WELD FULL CIRCUMFRENCE HATCH COVER 7 RECORD DRAWING 2'-011 3'-0" 4'-011 ACCESS HATCH DETAIL 6 SCALE: 1/2"=1'-0" C-9 GENERAL NOTES 1. PROTECT AND RE-INSTALL EXISTING HATCHES W/ NEW FLOAT FOAM ASSEMBLIES. PROVIDE NEW HATCHES WHERE EXISTING ARE DAMAGED OR UNSUITABLE AS DETERMINED BY CITY'S REPRESENTATIVE AND/OR WHERE NEEDED FOR QUANTITY. DO NOT REINSTALL FOAM FLOAT ASSEMBLIES. 2. ALL DETAILS SIMILAR FOR NEW AND EXISTING HATCH ASSEMBLIES. 3. DIMENSIONS SHOWN ON THIS DWG ARE FOR 3' x 3' HATCH ASSEMBLIES. EXISTING 4' x 4' HATCH ASSEMBLIES ARE SIMILAR, WITH 8' x 10" OVERALL PLAN DIMENSIONS. 4. PROVIDE 15' SQUARE DOUBLE-LAYER CSPE MEMBRANE ON COVER, CENTERED OVER EACH 3'x3' HATCH FLOAT ASSEMBLY. INSTALL PER NOTE 4/C-9. 4'x4' HATCH FLOAT ASSEMBLIES SHALL BE INSTALLED IN LARGER DOUBLE-LAYER PATCHES OVER MIXER GRILLAGE . 5. NEW HATCHES SHALL BE PROVIDED WITH ALL 316 STAINLESS STEEL HARDWARE. SEE SECTION 05500 . C-16 0 0 N ., E 0 "' "' 3: "O <O -I .-------------------~--------..-----..-------..-------------------,-----,-R-EVI_E_WE_D ______ -r--________ B __ I __ G_C __ A_N_Y __ O_N_R __ E __ S __ E __ R __ V __ O __ IR----------1;3-- "' FLOATING COVER REPLACEMENT C-5027 ~ -<O CIVIL a WARNING 0 1/2 MWH ~ MICHAEL J. SINACORI, P.E. ACCESS HATCH DETAILS L This reoord drawing has been prepared, entirely IF THIS BAR DOES ASSISTANT CITY ENGINEER -o or in part on the basis of unverified information NOT MEASURE 1" 1--~+----+------------------+----t:::::::=:::::""'"~r::':::-::::~~---t----------------------,----------1-c compiled and furnished by others to the preparer THEN DRAWING IS 27/11/2013 CHANGED FOR RECORD DRAWING DESIGNED: DJL DRAWN: MLS CITY OF NEWPORT BEACH W-5340-S ~ who is not responsible for any inaccuracies, NOT TO SCALE 1-----------1 3: errors or omissions which may have been NO DATE DESCRIPTION OF REVISIONS APPROvlED CHECKED: DATE: PUBLIC WORKS DEPARTMENT SHEET 17 OF 24 ;J, .._ _________________________________ ___. _____ in_oo_rp_o_ra_te_d_int_o_th_e_do_c_um_e_nt_a_s_a_re_su_lt ____ .._ __________________ ....._ ______ ..__·...._ ___ ___. _________________ ....._ ___ .._ ___ J_DC.....__1_.,1._.3"'0""2"'0_.12...._ ___________________ .._ _____ __,O I 3" QUICK-CONNECT FEMALE COUPLER (TYP OF 2) -------..._ SHANK ADAPTOR (TYP OF 2) SS HOSE CLAMP (TYP) ----- RE-USED 3" SPIRALITE 2000 EPDM SUCTION HOSE AT BOTH NEW AND EXISTING PUMPS. --/ __ ----1 ' / DISCHARGE HOSE/CONNECTIONS, SEE NOTE 6 3'-4" 3" 90 DEG PVC ELBOW PVC FLAP CHECK VALVE, 2" W/ 2"x3" INCREASER@ NEW PUMPS· 3" W/ 3"x4" INCREASER @ RE-USED EX ST PUMPS. POWER AND CONTROL CA LES SEE PLAN. LEVEL SWITCH W/ 1" THRE DED CONNECTION. SEE SECTIO 17107. CONDUCTANCE PROBES N T SHOWN. ENCASE 3'-4" x 5'-4" THICK ETHAFOAM FLOAT W/CSPE MEMBRANE COVER MATERIAL-----,-~ 5'-4" LONG FLOAT 3" SLIP X MALE -J THREADED ADAPTOR 2" PVC UNION (FOR----,----------r~;;;;:::::::dr~!:dlb~~~ PVC SLIP FLANGE BELOW FEMALE THREADED PIPE END. AL PLATE V V /VVVVVVVVV V ~ '-..L"--"-V___::../ ~ ::....::. /'v[VVVVVVV vvvvvvvv /vf'VVVVVVV vvvvvvvv /'vfVVVVVV V'jv'VVVVV'v'i -------7 NEW PUMPS ONLY) COVER [ EPDM SUCTION HOSE 3" @ RE-USED EXIST PUMPS & 2" @ NEW PUMPS(TYP) __ ___/ SUBMERSIBLE SUMP PUMP SEE NOTE 4 ---~ THREADED OUTLET -~ 1" PVC PIPE W/ OPEN END. EXTEND CONDUCTANCE PROBE INSIDE ----APPROX 150 LBS SS RODS BALLAST (SEE NOTE 3). SMOOTH ALL EDGES TO MIN 1/8" RADIUS. SPACE RODS EQUALLY AROUND PERIMETER. AFFIX TO SUMP W/ SS BAND CLAMPS VJ<VVVVVV V VVVVV VV'>,L-?</V Vl/VV V vtvv v v>!)vvvv vv V V V V 0 -------+,0-----t -+--- 30 GAL HDPE TANK RYAN HERCO #7106.006 OR EQUAL WITH PROTRUDING UPPER LIP AND REMOVABLE LID (LID NOT SHOWN FOR CLARITY) LEVEL SWITCH <i:.RCT NOTE: 1. INSTALL EXIST DISCHARGE HOSE WITH CONTINUOUS UPWARD SLOPE TO RESERVOIR PERIMETER (NO LOW SPOTS). SEE DWG M-1 FOR LOCATION. COVER ~ BALLAST WEIGHT RODS, EIGHT SHOWN. OTHERQUANTITY MAY BE ACCEPTABLE BASED ON WEIGHT. SEE NOTE 3. 2. EXTEND CONT POWER AND CONTROL CABLES TO SUMP PUMP CONTROL PANEL LOCATED AT RESERVOIRS CONCRETE CURB. CONNECT CABLES TO PANEL. 3. BALLAST WEIGHT SHALL BE CONFIRMED FOLLOWING SUBMITTAL OF SUMP PUMPS. SUBMITTAL SHALL INCLUDE WEIGHT OF EACH PUMP. 4. FOUR (4) NEW SUMP PUMPS SHALL BE INSTALLED. SEE DWG C-9 FOR NEW SUMP PUMP LOCATIONS. 5. TWO (2) EXISTING SUMP PUMPS SHALL BE INSTALLED IN NEW SUMP ASSEMBLIES. SEE DWG C-9. 6. REUSE EXISTING DISCHARGE HOSE, COUPLER AND ADAPTOR FOR DISCHARGE HOSE LOCATED BETWEEN SUMP PUMP AND 6" DIA PVC DRAIN PIPE. CUT/ TRIM DISCHARGE HOSE ENDS AND RECONNECT QUICK-CONNECT COUPLERS XI NEW SS CLAMPS. EXISTING HOSE WILL BE INSPECTED BY CITY REPRESENTATIVE DURING CONSTRUCTION TO DETERMINE CONDITION AND ACCEPTANCE FOR REUSE. 7. COAT EXPOSED PVC PIPE, VALVES, AND FITTINGS PER SECTION 09800. DO NOT COAT PVC SURFACES INSIDE THE SUMP (BELOW TANK LID). REINSTALL EXIST 6 HP POWER/ CONTROL CABLES (2) AND INSTALL NEW 2 HP POWER/ CONTROL CABLES (4). PROVIDE NEW CABLES PER SPECS RESERVOIR EXIST SST EYE BOLT TO SUMP PUMP ABOVE COVER FLOATING COVER ASSEMBLY DETAIL FOR NEW SUMP PUMPS NOTTO SCALE ... . .,,, ... . • .... .4 . EXIST SUMP PUMP CONTROL PANEL (SPCP) EXIST UNISTRUT SUPPORT STRUCTURE SERVICE ROAD TO POWER SUPPLY 1 EXIST CONCRETE CURB EXIST LINER . . . . 4 • •• '!' INSTALL NEW STRAIN RELIEF GRIP FOR POWER AND CONTOL CABLES CONTROL PANEL MOUNTING DETAIL 14 NOT TO SCALE C-9 )L--------SAND TUBE WEIGHTS PUMP ID TYPE SP-1 RE-USE EXIST, 6-HP SP-2 INSTALL NEW, 2-HP SP-3 INSTALL NEW, 2-HP SP-4 INSTALL NEW, 2-HP SP-5 INSTALL NEW, 2-HP SP-6 RE-USE EXIST, 6-HP ELECTRICAL NOTES : 1. BEFORE THE FLOATING COVER DEMOLITION BEGINS LOCKOUT/TAGOUT ALL POWER TO ALL SIX PUMP CONTROL PANELS. DISCONNECT AND REMOVE ALL SIX COVER PUMPS AND THEIR LEVEL SWITCHES. SAFELY STORE THE PUMPS AND SWITCHES IN A SECURE BUILDING. 2. ONCE THE NEW COVER HAS BEEN INSTALLED REINSTALL TWO OF THE ORIGINAL COVER PUMPS AT THE LOCATIONS INDICATED WITH NEW HIGH WATER LEVEL SENSORS. AT THE OTHER FOUR PUMP LOCATIONS INSTALL THE NEW PUMPS SPECIFIED WITH NEW THE HIGH WATER LEVEL SENSORS. 3. AT EACH PUMP CONTROL PANEL PROVIDE NEW CABLE GLAND SEALS AND KELLUM STRAIN RELIEF FITTINGS AS NEEDED FOR THE PUMP POWER AND LEVEL SENSOR CABLES. 4. AT THE FOUR PUMP CONTROL PANELS WITH NEW PUMPS REPROGRAM THE EXISTING LOAD CONTROL INC. MODEL PMP-25 PUMP CONTROL MONITOR WITH THE NEW PUMPS NAMEPLATE DATA. 5. REPLACE THERMO OVERLOAD ELEMENTS LOCATED IN MOTOR STARTER (PUMP CONTROL PANEL) AT NEW PUMP LOCATIONS. ADJUST ANY MOTOR PROTECTION SETTINGS REQUIRED. 6. TEST ALL PUMPS FOR CORD INSULATION RESISTANCE, WINDING RESISTANCE, CORRECT ROTATION, RUNNING AMPS, AND VOLTAGE BALANCE. TEST ALL HIGH WATER LEVEL SENSORS FOR CORD INSULATION AND PROPER OPERATION. TEST ALL PUMP CONTROL PANELS FOR PROPER OPERATION. CORRECT ANY PROBLEMS FOUND AND RETEST THE 1o 3'-0" x 5'-0" x 1/4" THK AL PLATE I W/CHECKER PATTERN ON TOP. SMOOTH ALL EDGES TO I 1/8" RADIUS. BOTTOM SHALL BE FLAT AND SMOOTH. I L __ _ 0 MIN 4" WIDE STRIP OF DOUBLE LAYER CSPE MEMBRANE 3'-2"x5'-2" OD, TOP OF FLOAT ENCASE ETHAFOAM FLOAT WITH CSPE MEMBRANE--~ PLAN 21" OD (APPROX) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a o o o o o o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1/2" DIA HOLES, 2" (NOM) OC BOTTOM AND SIDES (TYP) -~ 18 1/2" OD SECTION FLOAT ASSEMBLY FOR NEW SUMP PUMPS NOTTO SCALE SUMP PUMP AND APPURTENANCES NOT SHOWN FOR CLARITY 1 _ __________ _J HDPE TANK WITH LID 11 C-9 1" RADIUS (TYP) a a N Q) E a "' E a. r---1!) N EQUIPMENT. REPEAT UNTIL ALL PUMPS, LEVEL SWITCHES, PUMP CONTROL PANELS, "' AND CORDS FUNCTION PROPERLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ~ PARTS AND LABOR TO OBTAIN PROPER FUNCTION. C-17 ~ ,--------------------..-----------,----,-----.-------------------,-----r-----------.------------------------------1"' REV1EWED BIG CANYON RESERVOIR ,,,, 1----+---+----------------+---------1 7 ~ --r;J,..,.,....__,,._._ FLOATING COVE~~l:LACEMENT C-5027 ~ MICHAEL J. SINACORI, P.E. SUMP PUMP DETAILS 1- l~ofl~Ei~~R~Of,;3 1----1-----1-------------------+------l-::-:-::'AS=:'S"-:IS':-'TA-"-N"-T--'CrlTY:'::-"'E":NG""IN-'-=E""ER-'--+--------------------.----------t ~ THEN DRAWING IS DESIGNED: DJL DRAWN: MLS CITY OF NEWPORT BEACH W-5340-S ~ MWH WARNING 0 1/2 NOT TO SCALE 1----------1 3: .,_ _____________________________________________________ .._ __________________ ....,_ ______ .,_N_o ...... __ 0A_T_E_...._0E_s_c_R1P_11_o_N_o_F_R_E_V1s_1o_N_s __________ .._AP_P_Ro_VE_D._c_H_Ec_K_ED_:_J_DC..._0_A_1f_.,=_3_o_2_0_12.._ ____ P_u_B_L_1_c_w_o_R_K_s_o_E_P_A_R_T_M_E_N_T ___ ....,_s_HE_E_T_1_8_o_F_2_4__,t = 9 C') 13'-0" 1 '-0" "' " 4'-011 " <1 <1 " " 10'-0" 4'-011 <1 <1" " <1 • " • 19'-3" TYP 11-011 " • <1 NEW 60 MIL THICK CSPE COVER EXISTING INLET STRUCTURE 2'-6"TYP 4" PERF PIPE 6½" DIA 5' LONG SAND TUBE EXISTING 48" DIA INLET PIPE <1 EXISTING 2" 316 SS 2'-6" TYP NOTES: 2'-6" TYP 0 ' (0 TYP EA SIDE OF INLET PIPE. SEE NOTE2. • " • " <1 <1 <1 <1 <1 " SUPPORT ANCHOR, TYP PIPING (TYP) 2'-6" TYP . <1 4" PERF PIPE <1 • " • 4 <1-" CONCPAD NEW COVER OVER EXISTING INLET GRILLAGE C 4" X 12" FLOAT TYP EA SIDE OF SAND TUBE-~ SCALE: 1" = 2' (LOOKING EAST) 4" PERF PIPE, TYP 13'-0" EXISTING PIPE SUPPORTS NEW 6½" DIA. 5' LONG SAND TUBE TYP EA SIDE OF INLET PIPE. SEE NOTE 2. EXISTING 48"0 RCP • <1 " C-9 19'-3" NEW 60 MIL THICK CSPE COVER-(MATERIAL ~ LENGTH= 37-6") 3" AC+ 1 1/2" NEW CEMENT SLURRY 4" X 12" FLOAT -----'-- TYP EA SIDE OF SAND TUBE 2'-6" TYP NEW COVER OVER EXISTING INLET PIPE D NO SCALE 4'-3" 9 C') (LOOKING EAST) 13'-0" 10'-0" EXISTING PIPE SUPPORTS ~48"DIA INLET PIPE <1 4 C-9 19'-3" IIL --------EXISTING 2" 316 SS PIPE EXISTING SS ANCHOR PLATE TOE OF SLOPE 10'-6" NEW 60 MIL THICK CSPE COVER-(MATERIAL LENGTH= 37-6") 0 ' N ~-4" X 12" FLOAT, EXIST 3" AC + 1 1/2" NEW CEMENT SLURRY TYP EA SIDE OF SAND TUBE NEW COVER OVER EXISTING GRILLAGE ADJACENT TO VALVE VAULT E NO SCALE (LOOKING EAST) C-9 1. EXISTING RESERVOIR DETAILS ARE TAKEN FROM 2004 BCR FLOATING 4" PERF PIPE 2'-6" TYP FOLD B NEA H ---< B / / VISIBLE FOLD MIXER GRILLAGE EXTEND MIXER SLAC~ TROUGH WEIGHTS 21" PAST B TTOM TROUGH FLOATS (TY ). / 3' (TYP) / PLEATED TROUGH FIT ING / (TYP BOTH SIDE OF G ILLAGE) I / / / / r7.7,7,777,7;n,;777:7,777,7;7,7,&;7,m;r;nw,bJ7,7,,'77-1 '-/----,,_~ 21" / ..__,.'t:tl:t~ WELDED 3" S AMS, ALL AROUND (FIELD SEIXM) I FLOATING COVER RESERVOIR TOE OF-S OPE TROUGH PLAN VIEW PLEATED TROUGH FITTING NO SCALE FULLY WELDED SHOP SEAM 8' 6' SECTION A 5'-0" I LI') C/L MIXER SLACK TROUGH (SIMILAR FOR INLET PIPE SLA K TROUGH) RFI -007 MODIFIED/ CLARIFIED 2 2 C14 C15 SHOP SEAM 41-011 HEIGHT: MIXER SLACK TROUGH H = 1 '-1" INLET PIPE SLACK TROUGH H = 1 '-9" I SECTION B 20'-0" WIDE 60 MIL THICK CSPE MEMBRANE. CENTER OVER GRILLAGE. SEE NOTE 8/C-14. '- NEWCSPE _ r FLOATING COVER -----------~====a;;aa;==~ RESERVOIR FULL 0 ' LI') NEW CSPE RESERVOIR EMPTY 1 '-------EXIST MIXER NEW 6½" DIA. 3' LONG SAND TUBE TYP. SEE NOTE 3. NEW 6½" DIA. 5' LONG SAND TUBE TYP EA SIDE OF INLET PIPE. SEE NOTE 2. 21-611 RFI -005 NEW4" X 12" FLOAT TYP EA SIDE -~ NEW COVER OVER EXISTING GRILLAGE AT MIXER ASSEMBLY TYP NOTES: NO SCALE 1. REINSTALL EXISTING CHAFER STRIP ANCHOR BAR LOCATED BETWEEN GRILL STRUCTURE FOOTINGS PER DETAIL 4/C-10 (SIMILAR). REINSTALL ANCHOR BARS AT EACH OF THE FOUR (4) GRILL STRUCTURES. GRILL STRUCTURES DO NOT REQUIRE TEMPORARL Y REMOVAULIFTING IN ORDER TO REINSTALL EXISTING CHAFER STRIP ANCHOR BARS. .. • F C-9 C-18 0 0 N ., E 0 "' E C. ,,., a ,;-; "' ~ ,::, :s:' w z I <Xl -COVER AND DISINFECTION FACILITIES RECORD DWGS (C-3037) - CONTRACTOR SHALL FIELD VERIFY CONDITIONS AND NOTIFY THE ENGINEER OF DEVIATIONS FOUND. I ,--------------------r-------,--,----,----------------7--711iR~EV1vi°iEiWEHDl-----,-------,BBi1i(GiiccAANNYYCOir::NiiRRiEESSEERRVVCOiiilR~----------ii FLOATING COVER REPLACEMENT C-5027 ~ 2. SAND TUBES, PLACEMENT AND STRAP LACING IN TROUGHS PARALLEL TO INLET PIPE SHALL BE SIM TO DETAIL 4/C-12. 3. SAND TUBES, PLACEMENT AND STRAP LACING IN TROUGHS PARALLEL TO MIXER GRILLAGE SHALL BE SIM TO DETAIL 6/C-12. -<O WARNING CIVIL a 0 1 / 2 GRILLAGE DETAILS ~ M W H MICHAEL J. SINACORI, P.E. " This record drawing has been prepared, entirely IF THIS BAR DOES I -.----+----+-----------------+----rniA~S~SIS~T(:JAN'::!.,!l_!CTITY~E{;iNG~IN:!,!:EflER'--t-------:=-::~--=-=-::-;::-;:=::;::~~=--=-~-;----l----;~~~;--l -t c~~~il~~rta~~ }~~n~:;~~ ty"~;~r;:~~:~~;:i~r~r ~i-?ETN MJ;;~~~ 1 1~ I-27/11/2013 CHANGED FOR RECORD DRAWING DESIGNED: DJL DRAWN: MLS CITY OF NEWPORT BEACH W-534D-S ~ RECORD DRAWING who is not responsible for any inaccuracies, NOT TO SCALE APPROVED CHECKED: JDC DATE: PUBLIC WORKS DEPARTMENT SHEET 19 OF 24 ;J, L ________________________________ _J ___ _je~rr;orfs;or~o~miEss~io!ns~w~h~ich~m~a~yiha~ve~b~e~en!..._ ___ L _________________ ...l. _____ _j_::'.:NO~.J__..::D:_AT:_::E_~D::;ES'.::C'.::RIP:_:T:_::I0::.:_N_::0:_F.:_:R::_:EVl::_:S::,::I0::,:NS:.._ _________ L::..,:..:,:.:.:,::L __ ~;..L__J_lJ...:1 ~30~20!ll1~2 __________________ __,11...-_____ __,u incorporated into the document as a result ~ ...J LL w 0 ~ ~ ~-DOUBLE LAYER CSPE VENT ATTACHMENT TAB (BETWEEN BASE PLATE AND PIPE FLANGE), 18" SQ 1/2" X 10" X 10" XAL BASE PLATE A f r----- 1 I I I I I I I I I I ,-- 1 I I I I I I --+---------7 ------7 I I I I -:;:::t::::::,,,._~_......::::.::'::!:-I ______ _J I I I I I I I I I I I VENT FLOAT -24" X 48" X 8" WHERE SHOWN, TIGHTLY AND FULLY ENCASED IN COVER MEMBRANE FLOAT CL 1/2" RADIUS ROUNDED CORNERS (TYP) --+-----e-___ _J 48" LONG FLOAT, FULL LENGTH NOT SHOWN 1. COVER MEMBRANE IS CUT TO INSTALL PIPE VENT FLOAT UNDERNEATH, SIMILAR TO A VENTED TROUGH (BOTTOM-SIDE) FLOAT (SEE SPECS). 2. BOTTOM OF COVER IS WELDED TO TOP OF FLOAT WRAP, ALL CUTS CAP STRIPPED/PATCHED. 3. RE-USE EXISTING ALUM PIPES (SEE DWG C-2) AND PROVIDE 5 ADDITIONAL, NEW ALUM PIPES (10 TOTAL). NEW FLOAT ASSEMBLIES (10 TOTAL) SHALL BE PROVIDED FOR ALL (DO NOT RE-USE EXIST FLOATS). PIPE VENT 12 NOTTO SCALE C-9 NEW 2" DIA 6061-T6 AL PIPE OR RE-USE EXISTING. SEE NOTE 3. 1/4" X 6" SQ AL FLANGE PL TO WELD AL PIPE 1/4" THICK 50 DURO NEOPRENE OR EDPM GASKET EXTEND MIN 1/4" BEYOND FLG PL.-~ DOUBLE LAYER CSPE VENT ATTACHMENT TAB (LAMINATED TOGETHER), CLAMPED BETWEEN BASE PLATE AND 2" PIPE FLG. W/EDGES WELDED TO TOP OF COVER/FLOAT ALL 24 MESH SS BIRD/INSECT SCREEN UNION (HOLDS SCREEN) 1/2" SS FASTENERS (TYP} MIN 1/8" RADIUS ROUNDED EDGE ON BASE PLATE ALL AROUND, TOP AND BOTTOM EDGE, INCLUDING CORNERS Cl) AROUND W/ 3" MIN SEAM -✓=-=-=-:...,~7==~:'.'.'.::~~~~~~~~~~~~~~~~~;;;;;;;;====- 1" RADIUS FLOAT ENDS AROUND TOP O') 3"WELDED TAB 2'-0" SECTION NOTTO SCALE TYP ~ A BOND TOP AND BOTTOM SURFACE OF BASE PLATE TO THE CONTACTING CSPE MEMBRANE WITH BR-700 CONTACT ADHESIVE. BASE PLATE TO BE DRILLED & COUNTERSUNK AS REQ'D FOR FLATHEAD FASTENERS (TYP) SEE SECTION B FOR DETAIL " CONTINUE RISER TO THE OUTSIDE EDGE ~ OF FLOATS \. ,,,---.._ --":J -4" DIA CORRUGATED SINGLE PIPE, &, ) , 3"SEAM ) TYP ' ::,., ~--"') NOTES: WALL POLYETHYLENE CONNECT TO TEE MIN 3" WIDE LOOSE-Fl MEMBRANE SOLVENT FLOATING COVER TTING CSPE WELDED TO 4" X 4" POL YETHYLEN LOCKING TABS AT 50' E TEE WITH SELF ± INTERVALS AROUND PERIMETER OF BOTTOM TROUGH HORIZONTAL PIPE ON TOP OF CTION A/C-12 SAND TUBES, SEE SE ' I ~ 1. INSTALL RISERS AT MAX50' SPACING AROUND BOTTOM TROUGH AND WITHIN 5' OF EACH SUMP, EITHER SIDE. DO NOT INSTALL IN NON-INTERFERENCE ZONE. DRAIN PIPE RISER DETAIL 2 NOTTO SCALE C-12 0.12" THICK, 3" O.D. SQUARE 316 SS TUBE W/ ROUNDED EDGES (TYP). GRIND ENDS SMOOTH TO 0.06" RADIUS. r BASE PLATE, FLANGE AND COVER NOT SHOWN FOR CLARITY. WELD TO FLOAT WRAP (TYP) 36 MIL OR 45 MIL BLACKCSPE MOUNTING SHEET ~+--3" X 5'-0" LONG WHITE CSPE STRIP, WELDED TO MOUNTING SHEET AT 5-FOOT INCREMENTS (TYP) FULLY ENCAPSULATE INSIDE OF CUT-OUT W/ CSPE MEMBRANE. / / / / / / / / / / / / -------- / / / / ' ' ' ~ ' ' / ~ ' 3" WELDED TAB ' ' ' ~ ' ' ' ' ' ' ' ' ' ' ~ ' ' ' ' ' ' ' ' ' ' ' ' ' / / / 7/// ~ / ---'--BOND CSPE TO / , / CUTOUT FOAM W/ / , ' , CONTACT ADDHESIVE / / / / / / / / / '-- "'-' ' ' ' ' 18" TALL BLOCK NUMERALS ' ' MADE OF WHITE CSPE, ' ' ' ' ' WELDED TO MOUNTING SHEET ' ' ' ' IN 5-FOOT INCREMENTS FROM ' ' 3" X 3'-0" LONG WHITE CSPE STRIP, WELDED TO MOUNTING SHEET AT 1-FOOT INCREMENTS (TYP) ' ' ' ' ' ' ' 265TO 300. ' ' ' ' ' ' ' TYPICAL FLOAT VENT TUBES B NOTTO SCALE C-16 RECORD DRAWING BOTTOM OF ~ RESERVOIR (REF) NOTE 1. ELEVATIONS TO BE VERIFIED BY SURVEYING. 2. SOLVENT WELD NUMERALS AND ELEVATIONS LINES TO MOUNTING SHEET. FIELD WELD MOUNTING SHEET TO COVER. 3. FIELD LOCATE AFTER FINAL COVER IS IN FIXED POSITION. WATER LEVEL INDICATOR 15 NOTTO SCALE C-9 a a N Q) E a en E "--st a "' en 3: ""Cl C-19 ~ ,--------------------..----------,----,------=r===---------------,-----r-----------.------------------------------1"' REV1EWED BIG CANYON RESERVOIR ,,,, "' FLOATING COVER REPLACEMENT C-5027 ~ ~ <D CIVIL a WARNING 0 1/2 MWH ~ MICHAEL J. SINACORI, P.E. FLOATING COVER VENT DETAILS ·'= This record drawing has been prepared, entirely IF THIS BAR DOES ""CJ or in part on the basis of unverified information NOT MEASURE 1" l--~-1-----1-------------------+------l-::-:-::'AS=:'S"-:IS':-'TA"""N""T--'CrlTY:'::-""E":NG""IN-'-=E""ER-'--+--------------------,---------t t: compiledandfurnishedbyotherstothepreparer THEN DRAWING IS / / DESIGNED: DJL DRAWN: MLS CITY OF NEWPORT BEACH W-5340-S ~ who is not responsible for any inaccuracies, NOT TO SCALE 27 11 2013 CHANGED FOR RECORD DRAWING 1----------1 ;,: errors or omissions which may have been NO DATE DESCRIPTION OF REV1SIONS APPROV1ED CHECKED: DATE: PUBLIC WORKS DEPARTMENT SHEET 2Q OF 24 _;;, .,_ _________________________________ ___. _____ in,_co_.rp_o_ra .. te,_d..,int_o..,th_,e..,do_c_um_e_nt_a_s_a_re ... su ... lt ____ .._ __________________ ....._ ______ .,__·...._ ___ ....., _________________ ...., ___ .,_ ___ J_DC...__1...,1.,.3.,.0""2.,.o,..12 ____________________ .._ _____ __,c:.; "' 0:: ::::, u u. ~ f-5 (J) 0 f-z 0 ui z w ::;; ci ~ -- e'i -..J ~ w e f-z w > ~ ~ (J) w ~ n. (J) 0 w "' 1 1/4" - • "' 3" (J) w 0 ui ... ..J ..J <( n. ~ DIMENSION TO SUIT ROOF CURB 8 EQ SPACES NEW VENTS (DETAIL 14) I • TYP OPPOSITE SIDES • I 5" 3" • I j -71 I I I I "' - +t I I • I I t I 1 "' ,_ ~ +- ,-~ - 5" ++ T + -~ 3/8" DIA HOLE "' (TYP) "' n I -J!t_ - I + I I ,r I -I ~ • "' 1" M -..J ~ w e f-z w > f-(J) x w (J) w ~ n. (J) 0 w "' ..J ~ w (/) ow en w g w f-(/) 0 Z W U) UJ t-v > 00 ..J s: 0 <(..J w n. z n. D.. (J) 0 >-w D. f-~ ~ "-(J) 0 w "' 2" WIDE COVER BOND TO FLOAT WRAP (HATCHED AREA) 6'-0" FOR NEW VENTS (DETAIL 14) 4'-0" FOR EXIST VENT (DETAIL 13) 4" 4 EQ SPACES 8" 3 EQ SPACES 6" X 6" X 1/8" THICK STAINLESS STEEL PLATE PLAN 8" THICK FOAM ENCASED IN CSPE MEMBRANE (MEMBRANE NOT SHOWN FOR CLARITY) ""n II } ;; II II II II II II JL -11 4" 8" 1/4" DIA X 9 1/2" LONG SS THREADED ROD, WELDED TO 1/8" THICK PLATE (TYP OF9) t,i -0, ASSEMBLE WITH 1/ DIA STAINLESS STEEL FASTENERS CAPSTRIP WELDED TO COVER AT NEW VENTS (DETAIL 14) (TYP OF2) CURB CLAMP PLATE ,--lt-~---------f--_;_-+ 7 I o o -➔---" ____ " ____ o ---~-o " I I I I , I I I I I I I o I I I I I I I , I I I I I I I 0 0 0 0 L __________ _ COVER CUT TO FORM OPENING UPSLOPE _J I I I I I I I O I I I 1---------------_JI I I I 1/4" MAX (TYP) I o I I f--I I I , I I I I I , I I I I I 1 ,---------------7 I I Io _ ________________ o I I I I I I -~----------------~-L_:_~ • 0 • • • 0 • I -ll--'-----------_l_--1L __ ~ FLOAT (TYPICAL) ADDITIONAL B"x1 'x2'-6" FLOATS (TYP OF 2) FOR REINSTALLED EXIST VENT ONLY (DETAIL 13). GENERAL NOTES 1. 2. 3. 4. PROVIDE INTAKE, RELIEF, OR PASSIVE GRAVITY VENTILATORS WHERE SHOWN. VERIFY PROPER ORIENTATION OF LOUVERS FOR INTAKE, RELIEF, OR PASSIVE OPERATION PRIOR TO INSTALLATION . POSITION NEW VACUUM-BREAKING VENT AT CENTER OF SPILLWAY BOX AND ABOVE OUTLET PIPE OPENING. POSITION RE-INSTALLED EXISTING VACUUM-BREAKING VENT ABOVE INLET PIPE OPENING. PROVIDE ROOF CURBS WITHOUT INSULATION. 1/4" DIA STU 1 1/2" PRO WASHERS A D(ORBOLT)STAINLESS STEEL, WIT1/ JECTION AND NYLON ISOLATION ND SLEEVE (TYP) ~ 1/4" THICK STAINLESS STEEL PLATE ELEVATION ~GAP(TYP) EXIST VENT ONLY (DETAIL 13) SLOT BELOW TYP2 PLACES LID HANDLE (TYP 2) • ..,. j t CURB CLAMP PLATEI 1 NTS '------' 2"TYP ,----------------------- 1 I I 2"x1"x.120" 316 S.S. TUBING 1"TYP --6 ' ;.. w TYPICAL FLOAT ASSEMBLY 2 1-1/2"x3/16" SS FLATBAR (1 OF 8) 1 O"x.025 SS MESH NTS ALL AROUND. TACK WELD TOFRAME ----- 16 GASS HOOD 2x 2x 0.080 SS WIRE CLOTH TACK 1-1/2"x3/16" SS FLATBAR (1 OF 8) RING GRAVITY VENTILATOR SEE SPECS AND NOTE 4. VACUUM-BREAKING VENT ASSEMBLY BOTTOM PLAN NTS A QUADRANT FOR MANUAL DAMPER CONTROL (NORMALLY OPEN/AUTO OPERATION) DRILL HOLES IN FLANGE OF CURB, MATCH HOLES AS SHOWN IN CURB CLAMP PLATE (TYP) 0:: --ffi WELD TO FRAME <( ::::, • 0 -(J) [o "' ' 16 GA S.S. LID 16 GA S.S. LID 6 ~n. _, ROOF CURB SEESPECS ---~'1 3 2-BANDS, 1/8" THICK X 1" WIDE, POLYSOBUTYLENE SEALANT STRIP AROUND HATCH FLANGE I I I 2"x1"x.120" 316 S.S. TUBING L ______________________ _ "' • -- --------------------------~----~ • co • - 1" 7/16"0 HOLE IN FRAME & A 7/16"x9/16" VERTICAL SLOT IN 1-----++- LID FOR LOCKING LUG (TYP FOR OPPOSITE SIDE) 1/8" 1'-6" 2"x1 "x.120 316 S.S. TUBING R13'-6"± 1'-6" SECTION A 5" 2"x1/4" FOAM GASKET BONDED =:_t SEALANT STRIP, CURB CLAMP PLATE AND FLOAT ASSEMBLY, SIM TO DETAIL 14. N EB- II II II II II II II II II 1 II II II " " " - CSPE MEMBRANE COVER ------ II II II II II II II II 2 " " - EXISTING VACUUM-BREAKING VENT (INSTALL AT INLET PIPE) 13 NEW VACUUM-BREAKING VENT AT SPILLWAY AND OUTLET PIPE NTS 14 C-9 NTS TO SUIT VENT OPENING \_ COVER GEOMEMBRANE CAP STRIP 3 NTS C-9 a a N " E a "' E Q_ Ill 0 "' "' 3: "O r------------r----r-~-~-----------r---~~-----,-----------;::;-;-:;:::-;:::-:=-:-:-=:=::--:-=-:-:=----~C~-:=2~0 _J~ I REVIEWED BIG CANYON RESERVOIR ~ FLOATING COVER REPLACEMENT C-5027 ~ WARNING - MWH o 1/2 CIVIL ~ This record drawing has been prepared, entirely IF THIS BAR DOES MICHAEL J. SINACORI, P.E. VACUUM BREAKING VENT DETAILS ;3, or in part on the basis of unverified information ASSISTANT CITY ENGINEER -L compiled and furnished by others to the preparer NOT MEASURE 1" r,1\""""t-----:---+------------------+-----t~2;';;;~:!!!.!."T='=:.!:!Ef""--+--------------------~-------'~ RECORD DRAWING whoisnotresponsibleforanyinaccuracies, THEN DRAWING IS 27/11/2013 CHANGED FOR RECORD DRAWING DESIGNED: DRAWN: CITY OF NEWPORT BEACH W-5340-S ~ errors or omissions which may have been NOT TO SCALE DJL KVT 1----------1 3 .. ------------------------------------L---~in~co~rpe!:o~ra~te::d.!!:in~to~t!!!he:.!d!2o~cu~m!:e~nt.:a;.sa:!.!:re~su!!!ll ____ _L ___________________ .J. ______ .J.~N~O:_. L_:D~A~TE:_J_~DE:S~CR~IP~T~IO~N~O~F~R~E~Vl~S~IO~NS~---------_j~A~P~PR~O~VIE~D:.LC:H:EC~K~ED~:...:illtl:D:ATEllL: ~1Ql~----~P~U~B~L~IC:::W~O:::R~K~S~D~E!P~A~R:T~M~E~N~T~ ___ L:sH~E:E~T~2?_!1_o~F~2~4LJ3-JDC 11 30 2012 0 DRAIN PIPE cP ~ 305----~--''----+Jl'-llfl]lt-f-t----_:c_____-----------~I ooo~----,----;:==+-~~"""--4™t;:;lhrH---,----~-...-----,------,----,---,-------r------,-__,---,-------r-------r. 275 -------t-------'------------~ 280 -111---,---,--------,------,-__,---,-------r------,----,r-t-~:2 g i;;.......-,------,-------r------,-~+-:::crr1t--Httt m++--.-~---,--------,------,----,---,-------r-----r__,~--,-------r-::2 9 ~-,-----,------.-----.--F~~-=c::::-=c::=::__,---,-------r------,----,~---,----~- ---------+--------------1-----u:jHt----fijfTT-----------290 +-----~;::;=f::ct£Miou:i::::::::::::::~----~c::..___ I-----.J,::::------f----------+*~ffl---t-------"c;::-------------285-----'---------------~----- l------------f----------"""t""'=t!!l-%=:~=l=i-----"'~----------280--------f=~=t---------~---" --, 5 PIPE ANCHOR i-------------+i~-~;-+1------------1-=irnlttllfl™rt---t---i1t;i-;r---------21s---r---------1~-ew_3M~~~~~=="""'::::::::--____:::,~:-- , ___ • -!-+-+----•-----_• -'-s--------270 --+-------==1;=====------------==~::----.::::i~ -----------========-======= Gii77 s===-~ -==== ===- ========== r-----X--X--X--X--X--X--+-:X--X--X--X--X--~P- /-'{- CHARGE HOSE 1 NNECTION 1 DO GENERAL NOTES 1. NEW FLOATING COVER AND APPURTENANCES NOT SHOWN IN PLAN 2. COAT PVC DRAIN PIPE PER SECTION 09800. 3. PROVIDE AND INSTALL NEW PIPE SUPPORTS (BETWEEN EXISTING SUPPORTS) PER DETAIL 4/M-3, AS REQUIRED TO MEET THE MAXIMUM SUPPORT SPACING PER SECTION 15006. EXISTING SUPPORTS SHALL BE MODIFIED PER DETAILA/M-2. (1YP) 4. PROVIDE BEND FITTING AS SHOWN AT RESERVOIR CORNERS. IT IS NOT ACCEPTABLE TO MAKE UP BENDS USING JOINT DEFLECTION OR BENDING OF PIPE. /-'{-,---, ll l(r-'{-: ~ : j u SP 2 , ___ J M-2 SIM 0 3 E IS 4" IA VC BU IE D IN l ___ ,sl n I -1 u DISCHARGE HOSE Lr' '/-..-> .-> 0 I M-2 I /i EAST CONNECTION TO M-2 EXIST PVC DRAIN PIPES 0 3i5 0 I I a I L ___ J ,----, '□' l~i ,. __ _ 0 3" DISCHARGE HOSE 0~ SLOPE (TYP FOR SP-2, P-3, SP-4, SP-5). SEE DWG C 17. I SUMP PUMP DISCHARGF HOSE, SEE NOTE 6 ON DETAIL 1/C-17. CONNECr HOSE TO DRAIN Pia: \ \ SP-5 =========================== = ==-~~~~-r -a#'-\\\ CONNECTION 6" DIA PVC DRAIN PIPE, TYP. 0 1 M-2 SIM DISCHARGE HOSE CONNECTION /\,:, (Q c,:, BIG CANYON RESERVOIR FLOATING COVER REPLACEMENT C-5027 M-1 E a_ N r') r') CJ' " "O ~ 0 I ~ ,-... 11) ,-... r') OJ (O}) MWH MECHANICAL E MICHAEL J. SINACORI, P.E. DRAIN PIPE PLAN ~ l~OTTHl~E~~~R~Of,? l--___je-------1------------------l----1---'-'ASaaaS;:a;IS.;..;.TA;a.;,NT.:.....;:;;CIT'-'"Y....:Eaa.;.N;;;aGINc..:EaaaER.;..._t--------------------r---------li THEN DRAWING IS DESIGNED: DRAWN: Ill"" CITY OF NEWPORT BEACH W-5340-S " WARNING 0 1/2 NOT TO SCALE r:.1I ·.; 0 3 APPROVED CHECKED: .JC DA~l: 30 2012 PUBLIC WORKS DEPARTMENT SHEET 22 OF 24 i NO. DATE DESCRIPTION OF REVISIONS 24 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BIG CANYON RESERVOIR FLOATING COVER REPLACEMENT C-5027 W-5340-S M-2 23 MECHANICAL DRAIN PIPE SECTIONS SCALE: 3/16" = 1'-0"M-1 3 SOUTH CONNECTION TO EXISTING PVC DRAIN PIPE PLAN SCALE: 3/16" = 1'-0"M-1 2 EAST CONNECTION TO EXISTING PVC DRAIN PIPE PLAN BATTEN BAR 6" PVC DRAIN PIPE EXIST CONCRETE CURB BATTEN BAR EXIST CONCRETE CURB BATTEN BAR ANCHOR EXIST AC PAVEMENT EXIST CONCRETE ANCHOR CURB 3:1 EXIST UNISTRUT ANCHORED TO CONC CURB, SEE DETAIL 5/C-3 INSTALL NEW UNISTRUT P2558 PIPE CLAMP W/STEEL SHIELD ON EXISTING UNISTRUT SUPPORTS, TYP OC SPACING DIMENSION TO BE VERIFIED IN THE FIELD OC SPACING DIMENSION TO BE VERIFIED IN THE FIELD SCALE: 3/16" = 1'-0"M-1 1DISCHARGE HOSE CONNECTION PLAN EXISTING SUPPORT PER DETAIL A/M-2 OR NEW SUPPORT PER DETAIL 4/M-3. (TYP) SEE NOTE 1. 6" PVC DRAIN PIPE 3" DIA THD NIPPLE, CONNECT TO 3" QUICK-CONNECT FEMALE COUPLER ON DISCHARGE HOSE LOCATE FITTING TO ALIGN ABOVE SUMP PUMP PER FIELD DIRECTION BY CITY REP ℄ CONC CURB PVC 6" X 3" (S X THD) TEE FITTING 6" PVC DRAIN PIPE EXISTING SUPPORT PER DETAIL A/M-2 OR NEW SUPPORT PER DETAIL 4/M-3. (TYP) SEE NOTE 1. 15 8" x 1'-2" UNISTRUT P1100 CHANNEL SUPPORT W/ TWO 12" DIA SS EPOXY ADHESIVE ANCHORS (SEE SPEC 05500) 7" 7" MAX 4'-0" SPACING (TYP) SCALE: 3/16" = 1'-0"M-1 ATYPICAL DRAIN PIPE SECTION 6" DIA PVC DRAIN PIPE. COAT PIPE PER SPEC SECTION 09800. 4" DIA DRAIN PIPES, TYP. COAT EXISTING ABOVE GRADE PIPE PER SPEC SECTION 09800. JOINTS AND FITTINGS NOT SHOWN FOR CLARITY. 4" DIA DRAIN PIPES, TYP. COAT EXISTING ABOVE GRADE PIPE PER SPEC SECTION 09800. JOINTS AND FITTINGS NOT SHOWN FOR CLARITY. 7" 4" FEMALE IPS X 4" FEMALE SOCKET PVC ADAPTER. SLIP FEMALE SOCKET OVER EXISTING PVC PIPE STUB 4" MALE IPS X 4" FEMALE SOCKET PVC ADAPTER SCALE: 3/16" = 1'-0"M-1 BTYPICAL DRAIN CONNECTION SCALE: 3/16" = 1'-0"M-1 CTYPICAL DRAIN MANIFOLD 4" MALE IPS X 4" FEMALE SOCKET PVC ADAPTER 6" MALE IPS X 6" C900 GASKET ADAPTER (TYP) 6" X 6" X 4" X 4" X4" SCH 80 PVC REDUCING MANIFOLD W/FEMALE THREADED IPS ENDS, CUSTOM FABRICATED. NORMAL PRESSURE <5PSI, MAX PRESSURE 30 PSI. 1. PROVIDE NEW PIPE SUPPORTS BETWEEN EXISTING SUPPORTS, AS REQUIRED TO MEET SUPPORT SPACING REQUIREMENTS. SEE SPECS. NOTES : NEW PIPE SUPPORT SEE NOTE 1 M-3 4 SPACING MAY VARY. CONTRACTOR FIELD VERIFY. AS R E Q'D , 1 0 " M A X EXPOSED CLEANOUT PIPE ANCHOR MAX 4'-0" SPACING (TYP) EXIST 4" PVC PIPE 4" PVC UNION . CONTRACTOR TO FIELD VERIFY EXISTING DIMENSIONS ..... NEW EXIST EXTENDED PIPE SUPPORT M-3 7 ℄ MAX 2'-0" (TYP) EXTENDED PIPE SUPPORT M-3 7 EXTENDED PIPE SUPPORT M-3 7 M-3 5 M-3 6 SCH 80 PVC PIPE W/SOCKET ENDS (TYP) THREADED JOINTS - C 0 0 0 0 ., LI . " <1 " ., LI . " <1 " t, _<1 .,. , ., LI ., .. • " ., ., . -.,· ~ 4 <I ., LI " ~ <1 d LI ·4 .. 4 <1 4 .. LI <1 • " LI " 4· "' .4 i 4 <1 <1 4. <1 • ·" ~ t-- - ., ., --~ t .. ... ... LI- <1 ~ <I 4 ., 2% I ., , ... " I \_ . ., . <1 : " LI . " ,, I/,'------,/ 1,----Y ' 1, , I\ ' I/ , I\ ' , , ' -t- -7 -fl I <I I I I .1 I • • I I I I ·-· I I • • I •. •• I • I I-•· I I.• I I' L _J ... • .4 _..; 0 0 . t- . I I I\ I -----\ -e-------,-3---- < ----- \ 0 )--r 0 0 B I 0 -I ~ I I -f-~--,-~I I '----... ../ '----... ../ 0 0 C <1 > <1 • - /,,.--I'- IT Tl \ ; --... I I I -~ v I il~v I ~ I I I I I I I I I I I ~ ~ .. i I TJ •d _· I 111 LI- f ~ JlJI""' • <1 LI - I / -4 <1 ... " <1 .. • <1 ..., LI ------- )-- 0 I I - "---../ "---../ 0 I I --±--±-" 4 "" • • <1 -: 'fl:-.. .---- . '--' ---. -d --+-----1---" <1 _. LI ~ \._ + ------i ---0 B - I I --r "---../ I ---±- ----+-- <1 .. 4 ~ I -< ---- - 0 I I ~ 0 -., ~ --<1-:.. ~ ., . '-I ,4'-.,/ t ..• - - -·-• ... ... \ <1 .. ~ O> C: ., .c: a. .c: C: i= ::, 0 0.. E a. 0 0 N O> ;, "O <'l 0 I .---------------------r--b=d.----,--r----,------------------,----,;::;:;-;;;:;;;;:;;;------,--------------------------,3-RE~EWED ,-.. MWH IO ,-.. "' co WARNING .. E o ,n ~ MICHAEL J. SINAC0RI, P.E. ~ "O IF THIS BAR DOES 1 ---1------1--------------------t-----l-;;;:,;;AS';;S:;;IS!;;T~AN~T_C~IT~Y;-E~N~G~IN~EE::;R'--t---------------------r------. -l':o NOT MEASURE 1" I-- THEN DRAWING IS DESIGNED: DJL DRAWN: MLS : NOT TO SCALE 3' NO DATE DESCRIPTION OF RE~SIONS APPROVED CHECKED: DATE: SHEET OF L __________________________________________________________ ...JL ____________________ .1.... ______ .J......:_· .1..._:....:........J.:..:.... ____ ....; ____________ ...J. ___ ..L,. ___ ~JD:,:;C:..i......:1.,.1 '-.:3~0._2~0~1~21-____________________________ __,0 24 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BIG CANYON RESERVOIR FLOATING COVER REPLACEMENT C-5027 W-5340-S M-3 MECHANICAL DRAIN PIPE DETAILS 1 1/2"1 1 1/2"1 1/4" STEEL PLATE HANGER PIPE ANCHOR GUSSETS FOR 6" DIAMETER PIPE AND LARGER 58" DIAMETER BOLTS WITH LOCKNUTS 'E' DIAMETER CONCRETE ANCHORSS WITH LOCKWASHERSSSSSS SEE SPECIFICATIONSSEOOOEE SEE DR A W I N GS 6" 1"1" 10"0 2"2"2"2" NOTES: 3/1663/16 1. GALVANIZE ALL PARTS AFTER FABRICATION 2. ALL BOLTS, ANCHORS, NUTS AND LOCKWASHERS SHALL BE GALVANIZED UNLESS OTHERWISE NOTED 3. FOR ADDITIONAL REQUIREMENTS SEE SPECIFICATION SECTION 15006 EXPOSED CLEANOUT THREADED JOINT ALL EXPOSED CLEANOUTS SHALL HAVE RAISED HEAD PLUG, AS SPECIFIED PIPE CLAMP, GRINNELL/POWER-STRUT SERIES 3126, UNISTRUT 2558 OR EQUAL. PROVIDE STEEL PROTECTIVE SHIELD WITH LOOSE FIT AROUND PIPE AT CLAMP. GALVANIZED FRAMING SUPPORT , SIZE AND GAUGE TO MATCH EXISTING SUPPORTS. PROVIDE UNISTRUT P1100, GRINNELL/POWER-STRUT SERIES OR EQUAL. SEE SPECS FOR MAXIMUM SPACING. (TYPICAL) 1. FOR ADDITIONAL REQUIREMENTS SEE SPECIFICATION SECTION 15006 FACE OF SLOPE PIPE SUPPORT NOTES: 1/2" DIAMETER GALVANIZED ADHESIVE ANCHOR W/NUT AND LOCKWASHER (TYP). SEE SPECS 'Z' FITTING UNISTRUT SERIES P-1479, GRINNELL/POWER-STRUT NO PS-756, OR EQUAL (TYP) PIPE CLAMP UNISTRUT SERIES P-2558, GRINNELL/POWER-STRUT SERIES PS-3126 OR EQUAL (TYP). PROVIDE STEEL PROTECTIVE SHIELD WITH LOOSE FIT AROUND PIPE AT CLAMP. 1. FOR ADDITIONAL REQUIREMENTS SEE SPECIFICATION SECTION 'PIPE SUPPORTS' TOP OF CURB EXTENDED PIPE SUPPORT NOTES : 1/2" GALVANIZED CONCRETE ANCHOR, WITH NUT AND LOCKWASHER (TYP), SEE SPECIFICATIONS. GALVANIZED FRAMING SUPPORT UNISTRUT SERIES P-5500, GRINNELL/POWER-STRUT SERIES PS-150, OR EQUAL NO SCALENO SCALENO SCALE NO SCALE AS R E Q ' D 3'-0" MAX TYPICAL PIPE BEND AT RESERVOIR CORNERS NO SCALE 6" PVC PIPE 3'-0"333333333333 "3 0-3 0 3'-0"33333 0000000030333000 PIPE SUPPORT TYP. CUSTOM FABRICATED AWWA C-900 BEND. FITTING ANGLE TO MATCH CURB ANGLE. SEE DWG C-1. EXISTING CONCRETE CURB 7. 5 ° + / - APPROX CONCRETE CURB HORIZONTAL DEFLECTION. CONTRACTOR TO FIELD VERIFY. SEE DWG C-1. 1'-6" 1'-6" M-2 7 M-1 8 M-1 6 M-1 5 M-2 4 - 6 • • j • .. 1, .. ... . ~, : I It .. .. .. 1 I It I t • • t t 1 I p 4t It > t> p t> ptt 1 I ' .. .. .. I ,1 t t I .. . . .. .. .. .. t> .. p p p t> .. p t> V I> V • • • • • • • • • ., V . I> V I> V I> V I> • • • • • • • • • • • . . I> . I> . I> V I> • V I> V • • • r;: :;i' • • • • • 11 1t • • • • • . . I> V I> V • • • • • • :;i"' I> V r,: . I> V • I> ::i I> V • . r;: • ' . ,, 1' • • ·t1 • ' • • • • r---- ~-------'t"-7 ----7 ,-+------ ' 0 \ \ 0 L I I I I I I I I I I ' I / 0 - O> C: ., .c: a. .c: C: i= ::, 0 0.. E a. D D N O> ;, -0 r<) D I ---------------------------,---------,--r----,r------------------------r---,iiE'viiiE:o--------T-------------------------------------12 p R™~ ~ MWH WARNING 0 1/2 .. r---"' co en E "}, ~ MICHAEL J. SINACORI, P.E. -o IF THIS BAR DOES L-J------l--------------------+---rrif1A~SS~IS~T~A~N1TJeCrlTtY~E~N~Gl~N.ta!EE:t:R!_t----------------------,------, ~ NOT MEASURE 1'' DESIGNED: DRAWN: > THEN DRAWING IS DJL MLS 1---------1 ;: NOT TO SCALE DATE OF ~ g, L __________________________________________________________ JL ____________________ L ______ _L~N~o;_ . .L~D~A~TE:.,__J~D'.:E::sc!R:'.!IP:.!T:.'.:10:N_:o;:::F_R:::E~VJ:_:s:10:N::s ___________ l.:A:.;PP.:,R:,::o~VE:::D:Lc_H_Ec_K_E_D,~JD~c:J......l1.!.1'c.:3~0~2~0il1i2L... _____________________ ..... s_HE_E_T _____ _,0 CITY OF COSTA MESA JOHN WAYNE ->.;, k AIRPORT Q~ :¢-~ # !!,'< <j PROJECT LOCATION VICINITY MAP NOTTO SCALE PUBLIC WORKS DEPARTMENT BIG CANYON RESERVOIR FLOATING COVER REPLACEMENT C-5027 DATE: /{;/-/2-201'2 PUBLIC WORK DIRECTOR R.C.E. NO. 47961 GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2009 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACTS SPECIAL PROVISIONS. 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. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 4. P.C.C. SHALL BE CLASS 560-C-3250 5. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER IMMEDIATELY. FAILURE TO DO SO WILL PLACE RESPONSIBILITY OF THE CONTRACTOR FOR CORRECTION. 6. ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, OR VICE-VERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. SHEET INDEX SYMBOL ABBREVIATIONS APPROVED: l ~ \ -~-J ~~~ G-1 COVERSHEET -0-POWER POLE ARV @ SEWER CLEANOUT AC IS) SEWER MANHOLE AL (Q) BC STORM DRAIN MANHOLE <t. "°" FIRE HYDRANT CNB WATER METER CL -CLR IIJ STREET LIGHT PULL BOX CONG TRAFFIC SIGNAL PULL BOX CONT llll CSPE ,:.-...,, STREET LIGHT 0 WATER VALVE DIA DWG c-GUY WIRE DEG .. SURVEY MONUMENT E EA p SIGN EC $ VAULT VENT EL EPDM e TREE .., IRRIGATION CONTROL VALVE EXIST FLG "" CABLE TV PULL BOX FE 0 CORING LOCATION GV HWS (E) ELECTRICAL MANHOLE LBS IIJ ELECTRICAL PULL BOX LT MAX ~////}1 BUILDING MAT'L ----EXISTING CONSTRUCTION MJ MIL ----PROPERTY LINE MIN NEW CONSTRUCTION N ---1!.---NTS CENTERLINE NO -----w-----WATER LINE oc --E--ELECTRICAL LINE OD oz -CATV-CABLEVISION LINE PE -SP-SPRINKLER SYSTEM PERF PROP -x-x -x-FENCE PB BLOCKWALL PCC (IN ADDITION TO GREENBOOK SECTION 1-3_2) AIR RELIEF VALVE ASPHALT CONCRETE ALUMINUM BEGIN CURVE CENTERLINE POLYVINYL CHLORIDE REINFORCED CONCRETE PIPE RAINWATER COLLECTION TROUGH REPRESENTATIVE RESERVOIR CITY OF NEWPORT BEACH CLASS PVC RCP RCT REP RES RPP RT SCH SHT REINFORCED POLYPROPYLENE RIGHT CLEAR/CLEARANCE CONCRETE CONTINUOUS CHLOROSULPHONATED POLYETHYLENE DIAMETER DRAWING DEGREES EAST/ELECTRIC EACH END CURVE ELEVATION ETHYLENE-PROPYLENE -DIENE-MONOMER EXISTING FLANGE FLANGED END GATE VALVE HIGH WATER SURFACE s SF SIM SPEC SQ ss SY STL THO THK TYP w WI LEGEND SCHEDULE SHEET SOUTH SQUARE FOOT SIMILAR SPECIFICATIONS SQUARE STAINLESS STEEL SQUARE YARD STEEL THREAD THICK/THICKNESS TYPICAL WEST/WATER WITH POUNDS LEFT MAXIMUM [c'J;--:,,,<_j EXISTING AC PAVEMENT MATERIAL MECHANICAL JOINT mwTH INCH MINIMUM NORTH NOTTO SCALE NUMBER ON CENTER OUTSIDE DIAMETER/ DIMENSION OUNCE PLAIN END PERFORATED CONTRACTOR'S STAGING AREA PROPOSED PULL BOX EMERGENCY TELEPHONE NUMBERS PRE CAST CONCRETE SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY AT&T TELEPHONE COMPANY CITY OF NEWPORT BEACH UTILITIES DEPARTMENT ORANGE COUNTY SANITATION DISTRICT TIME WARNER CABLE COX COMMUNICATIONS DAY (800) 624-8153 (800) 611-1911 (800) 332-1321 (949) 644-3011 (714) 962-2411 (714) 542-6222 ~v; !co ~~ NIGHT DEPUTY PUBLI ORKS DIRECTOR/CITY ENGINEER R.C.E. NO. 44223 FORo <f RD s,i,., "'o "'<>v. ~- NEWPORT CENTER PACIFIC ~ ~ OCEAN ¾ CRYSTAL COVE ~ STATE BEACH ---0:::::::, (949) 644-3717 LOCATION MAP NOTTO SCALE BIG CANYON RESERVOIR ::I :E C-1 C-2 C-3 C-4 C-5 C-6 C-7 C-8 C-9 C-10 C-11 C-12 C-13 C-14 C-15 C-16 C-17 C-18 C-19 C-20 M-1 M-2 M-3 EXISTING RESERVOIR SITE PLAN EXISTING RESERVOIR COVER PLANS EXISTING RESERVOIR SECTIONS AND DETAILS EXISTING GRILLAGE STRUCTURE DETAILS-I EXISTING GRILLAGE STRUCTURE DETAILS-II EXISTING MWD OVERFLOW AND SPILLWAY OUTLET DETAILS DEMOLITION PLAN DEMOLITION SECTIONS AND DETAILS RESERVOIR COVER PLAN RESERVOIR COVER DETAILS-I RESERVOIR COVER DETAILS-II RESERVOIR COVER DETAILS-Ill BAFFLE DETAILS CORNER TROUGH DETAILS-I CORNER TROUGH DETAILS-II ACCESS HATCH DETAILS SUMP PUMP DETAILS GRILLAGE DETAILS FLOATING COVER VENT DETAILS VACUUM-BREAKING VENT DETAILS DRAIN PIPE PLAN DRAIN PIPE SECTIONS DRAIN PIPE DETAILS G-1 "' i .c Q_ .c C i= 3 0 ll. "' • "' 0 I 1-------------------,...--B-A-S-IS_O_F_B_EA_R_I_N_G_S_: -------------r--------------,...-----r------.--,-----,----------------,-----,-A--PP--Ro_v_AL_R __ Ec __ OM_M_EN_D __ rn-,-+,,RE'"".,,.,..Ewrn=-,------r-----------s,'"'G,_c .... A_N_v_o,,_N----R--ES_E __ R __ v_o_,-R--------1i BASIS OF BEARINGS ESTABLISHED IN PROJECT C-3037 ~(ff f}.J FLOATING COVER REPLACEMENT C-5027 ~ CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG ROM BC MON SAN JOAQUIN ANO MARGUERITE O WA1R/N21NG l 1---+----+-----------------+---r ...,_.,,. -;..,/J_ ,. or-~ (216B435.3840,66717575.7S401 TAKEN AS N65"34'17"W TO A ,,.. / VICINITY MAP E CHISELEOXINSIDEWALK(2168936.8759,6070473.4483I M w H GENERAL NOTES AND SHEET INDEX I BENCHMARK· IF THIS BAR DOES "' • NOT MEASURE 1" MARK HARMON MICHAEL J. SINACORI, P.E. t-------------------,---------4~ suRvEv coNTRDLP01NTSAREAs,oLLows, THEN DRAWING 1s M.o.D. DIRECTOR ASSISTANT aTY ENGINEER CITY OF NEWPORT BEACH W-5340-S • HV3 -PK NAIL (2170545.1653, 6072372.16391 NOT TO SCALE t L t--------1 • Hv4 -MONUMENTINWELL(2169298.2236,6071972.2077I NO. DATE DESCRIPTION OF RE't1SIONS APPROVED DATE l'Z. •~ IL DATE It.· \'L·\'l. PUBLIC WORKS DEPARTMENT SHEET 1 OF 24 ~ ._ ___________________________________________________________ __,.,_ _____ ..__.._ ___ ,._ ________________ ,._ __ .._ __ ...., _____ .,_ _______ ...., __________________________ _.u --\- '6 ~ ... '-.I □ □ 11 B ---- ~~-=-...... ---------::::::::: ::::--------~ """""--'--"""'------270---=~§:::=::::'.->\t::,--__ = CONCRETE CURB EXISTING RESERVOIR OUTLET ------- --\- 901'+/- 0 I EXISTING 48" INLET PIPE I --\- I t '---~~ EXISTING RESERVOIR INLET .J.:f 47'+/- 6 □ --\- □ REVIEWED GENERAL NOTES 1. LOADS EXCEEDING 1200 LB/SF SHALL NOT BE PLACED IN THE RESERVOIR UNLESS SPECIFICALLY ALLOWED BY THE ENGINEER. SEE DEMOLITION PLAN FOR OTHER LOAD RESTRICTIONS INSIDE RESERVOIR. LOAD RESTRICTIONS APPLY DURING ALL PHASES OF CONSTRUCTION. SEE NOTE 3/C-7 2. SUDDEN OVERFLOW DISCHARGES FROM THE MWD OVERFLOW STRUCTURE MAY OCCUR AT ANY TIME. THIS STRUCTURE SHALL REMAIN IN SERVICE THROUGHOUT CONSTRUCTION. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PROTECT THE WORK AND TO ENSURE SAFETY IN THE EVENT OF A SUDDEN DISCHARGE. 3. DIMENSIONS SHOWN ARE APPROXIMATE AND BASED ON THE BEST AVAILABLE INFORMATION -THE CONTRACTOR SHALL FIELD VERIFY DIMENSIONS PRIOR TO DEMOLITION AND PRIOR TO ORDERING MATERIALS. 4. NUMEROUS PIEZOMETERS EXIST IN AND BELOW THE ASPHALT PERIMETER ACCESS ROAD. CONTRACTOR SHALL PROTECT THE PIEZOMETERS. REFERENCE NOTES CD PRIMARY PROJECT SITE ENTRANCE: 3300 PACIFIC VIEW DR, NEWPORT BEACH, CA. THIS ACCESS IS USED BY OWNER. SEE REFERENCE NOTE 11 FOR CONTRACTOR SITE ACCESS. ® 16'-6" DRIVE GATE 0 ® 6' CHAIN LINK FENCE WITH 3 BARBED WIRES AND VIBRATION SENSING SECURITY SYSTEM AT OUTER EDGE OF RESERVOIR ACCESS ROAD. 3.5' WIDE GATE AND FIRE HYDRANT (5 ON SITE, LOCATIONS SHOWN ARE APPROX, CONTRACTOR TO FIELD VERIFY). THE CITY WILL PROVIDE FIRE HOSE AND WATER TO THE CONTRACTOR AT NO COST FOR THE PURPOSE OF RESERVOIR WASHDOWN AND CLEANING (SEE SPECS REGARDING SUPPLY RESERVOIR FILLING, STARTUP AND TESTING). EXISTING CURB AT RESERVOIR CORNERS IS POURED IN STRAIGHT SEGMENTS AT APPROXIMATELY 7.5° ± ANGLE SECTIONS (NOT A SMOOTH CURVE). CONTRACTOR SHALL FIELD VERIFY LENGTH AND ANGLE OF CURB SEGMENTS PRIOR TO SUBMITTAL OF PIPE MATERIALS. SEE DETAIL 8/M-3 PUMP OR MIXER CONTROL PANEL. SEE ELECTRICAL NOTES ON DRAWING C-17. POWER DISTRIBUTION PANEL. SEE ELECTRICAL NOTES ON DRAWING C-17. OUTER SITE FENCE. CONCRETE LINED DRAINAGE DITCH. STEEL PLATES ACROSS DRAINAGE DITCH. CONTRACTOR SHALL USE SECONDARY SITE ACCESS FOR ALL DELIVERIES AND GENERAL CONSTRUCTION ACCESS. INSTALL SAND BAG DAM IN STORM DRAINAGE CHANNEL INVERT PRIOR TO DISCHARGING RESERVOIR WASTEWATER (DURING CLEANING ACTIVITIES) INTO CHANNEL. BIG CANYON RESERVOIR FLOATING COVER REPLACEMENT C-5027 E a. O> .... "' ;, .,, V 0 60 / 60 ;;,c 1 "~60' ---------- ( I • ~ if,. ~ \ ~ .., ~ /; ~ ~ (,,l -f.. t '6 0 O' 0 I I I I I I I I I I I I I I I -ea 0 0 z 0 f!_ _______ , ~-----116 10 14 ~ 2 5 3 22 TOE OF SLOPE EL 266.5 SEE GENERAL NOTES 5 & 6 RCT@ SIDE SLOPE, TYP. BOTTOM EDGE OF 6 CHAFER STRIP TYP AROUND C-3 PERIMETER TOE OF SLOPE EL 266.5 SEE GENERAL NOTES 5 & 6 COVER BATTEN BAR CONNECTIO ~PAROUND/ ~ i::RI METER / 1 C-3 / ,(@ 0\ / / Q TOE OF SLOPE EL 266.5 12 SEE GENERAL NOTES 5 & 6 SP-3 .320 ~ 21 15 20 19 18 15 GENERAL NOTES 1. TOE OF RESERVOIR SLOPE ELEVATION AT NORTH, EAST, AND SOUTH FACE IS 266.50. RESERVOIR FLOOR ELEVATION VARIES ACROSS BOTTOM (EAST TO WEST), FROM 266.50 TO 263.50. !~~~~~~==~2655------=:'.::~~ 270- 275 280-----,------------ 2. RESERVOIR HIGH WATER ELEVATION 302.44 3. RESERVOIR OUTLET/DRAIN@ EL 263.50 - I -I - I CONC. 11 13 A C-3 ~---=-----=----------- TOE OF SLOPE E 263.5 20 SEE GENERAL NOTE 4 T----:\-"lw15 22 I I 8 I I 0 I 9 i,,-----fl----__J 4 12 SP-4 CONC. ------== RCT@ INLET PIPE, TYP. RCT@ TOE OF SLOPE, TYP. DRIVEWAY---~ SEE GENERAL NOTE 7 13 11 (O}) MWH ------ A 13 ~ ~ TOE OF SLOPE EL 266.5 SEE GENERAL NOTES 5 & 6 13 TOE OF SLOPE EL 266.5 SEE GENERAL NOTES 5 & 6 18 \ \ ®---\ C-3 WARNING 0 1/2 f f f f f f f f f f ~ f 11 ~ o-= 14 I I I 21 I I I I "' ;., '° '° O' 0 4. TOE OF SLOPE ELEVATION VARIES CONTINUOUSLY ALONG WEST SIDE OF RESERVOIR BETWEEN ELEVATIONS SHOWN. TOE OF SLOPE ELEVATION IS CONSTANT ALONG EAST, SOUTH AND NORTH SIDES. 5. TOE OF SLOPE LOCATION SHOWN IN PLAN IS APPROXIMATE, BASED ON EXTRAPOLATED PARTIAL SURVEY DATA. CONTRACTOR SHALL FIELD VERIFY LOCATION PRIOR TO START OF WORK. 6. TOE OF SLOPE SHOWN IS SCHEMATIC REPRESENTATION OF INTERSECTION BETWEEN SIDE SLOPE AND FLOOR; ACTUAL TOE OF SLOPE IS ROUNDED (NOT FIXED INTERSECTION). 7. DRIVEWAY LOCATION IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY. REFERENCE NOTES G) ® EXISTING FLOATING COVER, SEE DWG C-3. EXISTING CHAFER STRIP EXTENDS OVER ENTIRE SIDE SLOPE ALL AROUND RES. SEE DETAIL 1/C-3 ® ® 0 ® ® @ EXISTING PIPE DIFFUSER, SEE DETAIL 4/C-3 EXISTING GRILL STRUCTURE OVER RESERVOIR INLET STRUCTURE, SEE DETAIL C/C-4 EXISTING GRILL STRUCTURE OVER MIXER AND RAIL SYSTEM, SEE DETAIL 1/C-4 EXISTING METROPOLITAN WATER DISTRICT OVERFLOW VENT, SEE DETAIL 1/C-6 EXISTING SPILLWAY OUTLET STRUCTURE, SEE DETAIL 2/C-6 EXISTING INLET PIPE, SEE DETAIL 1/C-4 EXISTING INLET PIPE STRUCTURE, SEE DETAIL 3/C-4 EXISTING MIXER AND RAIL SYSTEM, SEE DETAIL 1/C-5 @ EXISTING BATTEN BAR, ANCHOR AND NUTS LOCATED AT PERIMETER OF RESERVOIR (TOP OF SLOPE) SUMP PUMP, TYP OF 6. COVER ACCESS HATCH, TYP OF 9. MIXER ACCESS HATCH, TYP OF 4. PIPE VENT, TYP OF 5. 3" PERIMETER DISCHARGE HOSES. SEE DETAIL 5/C-3. SEE CONSTRUCTION NOTE 6/C-7. @ 4" PVC PIPE CROSSING BENEATH ACCESS ROAD (6 PIPES TOTAL, 3 PER 2 LOCATIONS) SAMPLE PUMP FLOOR CONNECTION, SEE DETAIL 5C-4. 2 LOCATIONS SHOWN ARE APPROX (CONTRACTOR TO VERIFY). SAMPLE PIPING (BELOW FLOOR). CHLORINE PIPING (BELOW FLOOR) EXTENDING TO PIPE DIFFUSERS. @ SUMP PUMP DISCHARGE HOSE AND POWER/ CONTROL CABLES (TYP OF 6). SAMPLE PUMP POWER/ CONTROL CABLES. .,, <I) 'O <I) L INLET/ OUTLET OPERATING STRUCTURE AND SUMP, SEE 2 DETAIL 2/C-5. BIG CANYON RESERVOIR FLOATING COVER REPLACEMENT C-5027 C-2 E a_ r") I[) "1 0, ~ 'O N 0 I ~ '¢ r") r--. r") OJ CIVIL E ;!-MICHAEL J. SINAC0RI, P.E. EXISTING RESERVOIR COVER PLAN L IF THIS BAR DOES ASSISTANT CITY ENGINEER ] NOT MEASURE 1" 6 THEN DRAWING IS DESIGNED: DRAWN: CITY OF NEWPORT BEACH W-5340-S ~ I "' .... NOT TO SCALE l---+----+-----------------+------t-::==-DJ_L;-;:-;-:;;:---K_VT7 t--------t ~ L _________ :_ ___ ..=========------------------'==:::::::.._ ___ .JL_....11:::._LL......J. __________________ L.. _____ ..J.._No_ • ...1..._D_A_TE_...1...o_Es_c_R1_Pn_o_N_o_F_R_Ev_1s_1o_N_s _________ __,1..A_P_PR_o_VE_D.L.-cH_E_cK_E_o,..:J;::D.::.c.1..D_A..:~E.:..1.i'~3:;.0 ~2::;01.:a.2.__ ____ P_u_s_L_l_c_w __ oR_K_s_o_E_P_A_R_T_M_E_N_T ___ __.__sH_E_ET_3 __ □F_2_4___.t 24 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BIG CANYON RESERVOIR FLOATING COVER REPLACEMENT C-5027 W-5340-S N.T.S. N.T.S. N.T.S. EXISTING TROUGH AND FLOAT LAYOUT24"6" 60 MIL. POLYPROPYLENE COVER CONCRETE ANCHOR CURB A.C. PAVEMENT 6"C EXISTING CONCRETE CURB, COVER ATTACHMENT AND CHAFER STRIP ATTACHMENT 6'- 0 " 2% POSTS SPACED AT 10'-0" O.C. CHAIN LINK FENCE W/ 3 STRANDS OF ANGLED BARBED WIRE. SEE CITY OF NEWPORT BEACH STD DWG 230-L-A AND 230-L-B 4" X 12" FLOAT (TYP) DETAIL SAND FILLED TUBE 6"DIA PERIMETER TROUGH PLAN 6'-0" 3'-0"3 9'-0" 12" 4'-6" SAND-FILLED TUBES FLOAT AND SAND-FILLED TUBE END OF FLOATS AND SAND-FILLED TUBES 2'-3 " VAR . VAR . 1 2 " T Y P . 5'-8 " 5'- 8 " 2'-3 " EL 3 0 0 . 5 0 AC LINERR 45 MIL. POLYPROPYLENE CHAFER STRIP CHAFER STRIP ATTACHMENT SI D E S L O P E MAX 3 " - 0 " 1 ' - 6 " 4" X 12" FLOAT (TYP) 3/8"Ø FLATHEAD STAINLESS STEEL EXPANSION-TYPE ANCHOR, COUNTERSUNK INTO BAR. ANCHORED INTO CONCRETE FOOTING 3/8"x3" CONTINUOUS SS BAR CHAFER STRIP BLACK 45 MIL POLYPROPYLENE 4 " M I N E M B E D M E N T T E 3" POROUS A.C. TOE OF SLOPE EL. VARIES 263.5 TO 266.50 17'-0" 6" - 9 " 3:1 2'-0" 1 ' - 0 " 10"DIA CONCRETE FOOTING AT 20'-0" O.C. THROUGHOUT PERIMETER 4"DIA POLYETHYLENE RISER @ 50'± OC NOTE: CONT. DOUBLE STRIP FLOATING COVER 3/4"DIA BLACK DACRON (POLYSTER) WEBBING WITH STANDARD CAM BUCKLE 3-5/16"DIA HOLES AT BOTTOM OF CORRUGATION @ ± 1 1/2" OC (EVERY OTHER CORRUGATION) 4"DIA PERFORRATED/ CORRUGATION FLEXIBLE POLYETHYLENE DRAIN PIPE SAND FILLED TUBE (SEE PLAN) 3" 6"OBLONG BRASS GROMMET SAND TUBE ATTACHMENT STRAP DETAIL A SECTION B 1'-4" 9" SAND TUBE ATTACHMENT STRAP FLOATING COVER 3/4" BLACK DACRON (POLYESTER) WEBBING W/STANDARD CAM BUCKLE 4"DIA PERFORATED/CORRUGATED FLEXIBLE POLYETHYENE DRAIN PIPE SAND FILLED TUBE (SEE PLAN) SUPPLEMENTAL LAY-LOOSE BALLAST 4'-6" 4 ' - 6 " 4 ' - 6 " NON-INTERERENCE ZONE BOUNDARY (TYP) (HOLES OMITTED ON SLOPE) CHAFER STRIP WRAPPED AROUND BATTEN BAR 2" SEAMA 15" X 24" 1 1/2" PVC SCHEDULE 80 PERFORATED CAP 18" 3'- 6" 90° ELBOW 3/8" DIA PERFORATED HOLES 1" OC, VERTICALLY, 3/4" OC, CIRCUMFERANCE CONTINUOUS 3" SQ. 316 SS TUBING W/ 1" BANDS 2'-8" (H) CONC. FOOTING 12" CEMENT SLURRY BACKFILL N.T.S. EXISTING PIPE DIFFUSER C-3 4 CIVIL EXISTING RESERVOIR SECTIONS AND DETAILS 3:1 SLOPE 3:1 300 250 300 250 3:1 EL 308.00 20'BERM CONC CURB EL 266.5 MAX HWS EL 304.17 3" POROUS AC PAVEMENT W/ 1-1/2" THK CONC SLURRY TOPPING SLAB EL 266.5 3:1 EL 308.00 20'BERM CONC CURB 3: 1 EL 308.00 20'BERM CONC CURB MAX HWS EL 304.17 3: 1 3: 1 EL 263.5 3" POROUS AC PAVEMENT W/ 1-1/2" THK CONC SLURRY TOPPING SLAB EL 308.00 20'BERM CONC CURB 3: 11/2" DIA SS THREADED STUD @ 12" O.C. WITH SS NUT AND WASHER. 60 MIL POLYPROPYLENE COVER TOP OF CONCRETE 3/8" POLYESTER ROPE 3/16" x 2" S.S. BAR. SLOTTED HOLES 1 1 / 4 " ± 4 1 / 2 " M I N . 1/4" X 2" FLAT CONTINUOUS EDPM GASKET, 35± DURO, TYPE A45 MIL CHAFER STRIP EL 266.53:1 24"6" 60 MIL. POLYPROPYLENE COVER CONCRETE ANCHOR CURB AC PAVEMENT AC LINER 45 MIL. POLYPROPYLENE CHAFER STRIP 8" 3:1 1 5 8"x1'-0" UNISTRUT P1100 CHANNEL W/ UNICUSHION PIPE CLAMP EXIST 3"DIA KANAFLEX DISCHARGE HOSE EXIST. DISCHARGE HOSE 4"4" TRANSVERSE SECTION THRU RESERVOIR TYPICAL LONGITUDINAL SECTION THRU RESERVOIR SLOPE SLOPE 5=0.0057 I/I 20'-0" RES ACCESS ROAD CUT BATTEN BAR 1.RESERVOIR DETAILS ARE TAKEN FROM 2004 BCR FLOATING COVER AND DISINFECTION FACILITIES RECORD DWGS (C-3037). 2.MIXER GRILLAGE IS NOT SHOWN FOR CLARITY. 3. ONE OF FOUR EXISTING PIPE DIFFUSER IS DAMAGED AND NEEDS REPAIR. THE OWNER WILL PERFORM REPAIRS. CONTRACTOR SHALL FACILITATE AND ACCOMMODATE THE OWNER'S REPAIR WORK. EXISTING SEGMENTED WEIGHT AND DRAIN PIPE ASSEMBLY DETAIL N.T.S. VA R I E S APPRO XPOX - 1 N.T.S. TYPICAL SECTION SEE NOTE 3 SEE NOTE 2 GENERAL NOTES 6 C-2 A C-2 1 C-2 3 C-2 2 C-2 4 C-2 5 C-2 C C-2 B C-2 V ± " ± A AR E XX XX B <l 1 I . I I . I I . , . I I I I I . . , I I LJ 1 II 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0 0 00 0 00 0 00 0 ' l ~ ,· ' • • " • ----,---,L-----'==r=;===;=;=,======,=r===..,.....-' -I I 1---=1 I I 111 11 '' ---.......~----~ . <l • • • . • • QFESSt .:> r,,RP P -'I l: "' ~ ~ C/V\1.- CAI..I "' C ., .c Q_ .c C ~ ::, 0 "- E 0 <Xl Lt) ,, - N .::::. Lt) ~ N - "' 3: ,:, r<i 0 I -----------------------.-------,-,----,--------------------T---Tiii'iiiFWEJJ------7,------------------------------i~ -REVIEWED ,;,, MWH WARNING 0 1/2 1 r--1') <Xl "' E ,:, / MICHAEL J. SINACORI, P.E. '6 IF THIS BAR DOES L_J ____ l--------------------l----~~1A~SS~IS~T~A!:J.NTI.JeC~ITY~E~N~Gl~NEt,iE~R:...._t----------------------,----------i ~ NOT MEASURE 1 • DESIGNED: DRAWN: ~ THEN DRAWING IS DJL KVT 1-----------1 .: NOT TO SCALE DATE OF .? l ________________________________________________________ j_ ___________________ j_ ______ ...1.::'.:.J _ _.'.:.:~_.L'.::=:::.~~~~=:..----------LA.::.P~~o:.:v:~Lc_H_Ec_K_E_D,_J:!;Di.L_l1LL: 12,:12,1~.1.... ____________________ ..___s_HE_E_T ____ ___. u·· NO. DA TE DESCRIPTION OF REVISIONS 24 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BIG CANYON RESERVOIR FLOATING COVER REPLACEMENT C-5027 W-5340-S SCALE: 1" = 5' EXISTING GRILL STRUCTURE OVER INLET PIPING NTS SCALE: 1" = 2' EXISTING GRILL STRUCTURE OVER INLET STRUCTURE TOE OF SLOPE EXIST. PIPE TRENCH OUTLET GRATE 378'± 4' 10' 5' TYP PLAN ELEVATION EL 263.50 3' 6' 5' - 6 " PIPE SUPPORTS 3" AC (POROUS) SS ANCHOR PLATE 5' TYP INLET STRUCTURE 48"DIA INLET PIPE TWO INCH 316 SS PIPING END POST NOTES 1 2 1 2 2 4' 1' 48"Ø RCP PIPE SUPPORTS 3" AC + 1 1/2" NEW CEMENT SLURRY COVER - (MATERIAL LENGTH = 37-6") 4' - 6" 6' 9' 19'- 6" 10'-0" 1'-0"4'-0"1'-0" 48"DIA INLET PIPE CONC PAD 3'- 0 " 3'- 0 " COVER 2" 316 SS PIPING (TYP) INLET STRUCTURE SUMP 4'-0" 1'- 0 " SUPPORT ANCHOR, TYP 1' EXISTING COVER SECTION OVER INLET PIPE SCALE: 1" = 2' ACCESS HATCH 8' 12'-3" 6" DIA SAND TUBE TYP EA SIDE OF INLET PIPE 18'-6" TYP 12'-3"18'-6" 6" DIA SAND TUBE TYP EA SIDE OF INLET PIPE CLCC CLCC 4" X 12" FLOAT TYP EA SIDE OF SAND TUBE FLOW TO RESERVOIR ON THREE SIDES 4" X 12" FLOAT TYP EA SIDE OF SAND TUBE 6' 6' 4" X 8" BASE PLATE (TYP)14' 3' X 3' OPENING IN GRATING 316 SS LADDER ANCHORED TO GRILLAGE AND VALVE VAULT FLOOR 4" PERF PIPE TYP 4"PERF PIPE 4" PERF PIPE PIPE SUPPORTS EXIST. 3" AC + 1 1/2" NEW CEMENT SLURRY 2" 316 SS SS ANCHOR PLATE COVER - (MATERIAL LENGTH = 37-6") TOE OF SLOPE CLLCC 6" DIA SAND TUBE TYP EA SIDE OF SAND INLET PIPE 4" X 12" FLOAT, TYP EA SIDE OF SAND TUBE 4" PERF PIPE C-4 5 CIVIL EXISTING GRILLAGE STRUCTURE DETAILS - I CONCRETE PAD PIPE SUPPORT 8' 1 8' 1. RESERVOIR DETAILS ARE TAKEN FROM 2004 BCR FLOATING COVER AND DISINFECTION FACILITIES RECORD DWG (C-3037) EXISTING GRILL STRUCTURE OVER INLET PIPING ADJACENT TO VALVE VAULT 12'-3" 4'-3"10'-0" 18'-6" 10'-6" 6'- 0 " 3'- 0 " 2'- 0 " 48" DIA INLET PIPE 2"/1 14" Ø REDUCER 2" THD QUICK CONNECT FITTING 2" SCHD 80 ELBOW / PIPE RES FLOOR 1 14" Ø FLEX HOSE, COILED ON RES. FLOOR W/ LANYARD EXTENDING TO COVER ACCESS HATCH ABOVE NTS SAMPLE PUMP FLOOR CONNECTION A -C - B - GENERAL NOTE 1 C-2 C - 5 C-2 B - A - 6 UMPSUUUU ~~ ~~ ~~~~ I --•·-- I n n I ~ ----I (' I LJ LJ LJ - -I·--~ I ._ ._ I • • --, -.-=--------f~~-~---1 I 1----1----------'----------1 I .:•. ,,_,,. ' ..... <14 • 4 Ll <J . <1 "LJ·. <J 4 <J. n \ LJ <1 <1 Ll • • <J <J Ll . 4 4 n n LJ m LJ . <1 <J <I ._ ----------- --------- '" n LJ ~\J -TT I N II I 11 N N-I I I I I I ' ' r I I I I I ,--, I J._ ,- L I I +: I I \ -- Ii I ~ \ I I I v-y I ~ I I' ' --~ 0 0 \ <I 4 - • I I " <J " ;:, c,, C: ., .c: Q_ .c: C: i= ::, 0 I]_ E 0 IX) "' c,, ~ "O -,i 0 I ---------------------T""-------.----,----,-------------------T--7riiE'vi"Ewrr1------r----------------------------,~ -R™~ ~ MWH r---1') IX) "' WARNING .. E o ,n ~ MICHAEL J. SINACORI, P.E. ,, IF THIS BAR DOES L-J------l--------------------+---rrif1A~SS~IS~T~A~N1TJeCrlTtY~E~N~Gl~N.ta!EE:t:R!_t----------------------,------, ~ NOT MEASURE 1" DESIGNED: DRAWN: > THEN DRAWING IS DJL KVT ~ NOT TO SCALE DATE OF 3' l ___________________________________________________________ 1 ____________________ ..1 ______ _J~~l.~~:..._J!:~::.!~~..:~~::...----------..l~~P.:,R:;:~D:Lc_H_Ec_K_E_D,_,:llD~C:J......J1.J.:'-:3~~~0£!_11L...---------------------.L...S-HE_E_T _____ _,u·· NO. DA TE DESCRIPTION OF REVISIONS 24 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BIG CANYON RESERVOIR FLOATING COVER REPLACEMENT C-5027 W-5340-S SCALE: 1/4" = 1'-0" GRILL STRUCTURE OVER MIXER 3'-8" 5'-0" TYP EL 308 +/- EL. 266.5 EL. 268.5 CLCC 3'-8" 3:1 SLOPE EL 302.0 2' - 6 " 14' - 0 " 1 3 2 4 3" AC (LINER) 1 4 3 1 MIXER AND RAIL CART 2 2'-6" 316 SS GROOVE RAIL 3 CHEMICAL SOLUTION LINE 1 1/2" PVC SCH 80. 4 2" 316 SS PIPING 5 END POST 6 5'- 0 " 4'- 0 " 5'- 0 " TOE OF SLOPE 5' - 0 " 5'-0"4'-0"5'-0" 2'-6" PLAN ELEVATION FLOATING COVER (W/ RESERVOIR FULL) 4'X4' ACCESS HATCH 5'- 0" 3'-0"± 33 " ± 18 " 1 1 5'-0" TYP V-NOTCH RAIL 3"SQ. SS 2'-8" HIGH TUBING 6 7 COVER FLOATING COVER - RESERVOIR EMPTY 6" DIA SAND TUBE, TYP AC 1'-3 " T Y P YP EA . S I D E 4'X4' ACCESS HATCH 7 7 4" X 12" FLOAT TYP EA SIDE 7 CROSS BRACING ON TOP AND SIDES AT 20 FOOT INTERVALS. END OF RAIL TRACK NO FLOATS C-5 6 CIVIL EXISTING GRILLAGE STRUCTURE DETAILS - II 1. RESERVOIR DETAILS ARE TAKEN FROM 2004 BCR FLOATING COVER AND DISINFECTION FACILITIES RECORD DWGS (C-3037) GENERAL NOTE REFERENCE NOTES EL 263.50 EL 264.50 EL 258.50 SCALE: 1/4" = 1'-0" INLET/OUTLET OPERATOR STRUCTURE AND SUMP PLAN SECTION 10" 10 " " 11 7' - 1 0" 10"1 " 10 " 1 " 4" DRAIN CUR B 1'-9" 0'-1012" 6'-6" VENT PIPE RISERS 4" STD STEEL PIPE SLEEVE 3' - 0 " 9"12 " 1' - 2 " 1 " 2' - 8 " 8 1' - 2 " " 11 2' - 8 " 8 5/8"ODx3/16" WELDED STEEL PIPE 3' - 0 " 9" 2 12 " 10" 4' - 0 " 10 " 10"1 "4'-0"10"1 " DRAIN SUMP ST A 3 + 2 5 . 0 0 C/ L O F S U M P 4'-0"4'-0"6'-0"1'-6"1'-6"- 20 '- 9" 1'-6"12'-0"3'-0" 16'-6" 12" STEEL CYLINDER CONCRETE OR MORTAR LINED AND COATED STEEL PIPE DRAIN LINE 3' - 0 " PIPE SUPPORTS 12 " 2'- 6 " 4' - 0 " 3' - 6 " 3' - 9 " 5' - 0 " 12 " 8'- 0" - 5'-6"" FLOOR ELEV AT WALL 258.67 CAST CHANNEL IN PLACE OR DRY PACK WITH CEMENT BUTTERFLY VALVE DRAIN SUMP SLEEVE TYPE COUPLING 12" FLGD. GATE VALVE 4 5 ° FLOOR ELEV 258.627'-6"6'-0" 54" STEEL CYLINDER CONCRETE PIPE OUTLET LINE 6 5/8"ODx3/16" WELDED STEEL PIPE 3" CHLORINE PIPING VALVE OPERATOR SHAFTS ELECTRIC MOTOR, OPERATOR & FLOOR STAND AREA 3" POROUS A.C. GRATING 1'-6"7'-3"4'-9"3'-0" 16'-6"4'-4" 54" BUTTERFLY VALVE INV TUNNEL EL 260.48 3:1 4" STD GALV STEEL PIPE VALVE OPERATOR SHAFT 5'-6" EL 307.000 1'-9"6'-6"10" 1'-0"1 "1'-6" 1' - 6 " 16 1' - 0 " 1 " EL 302.25 EL 308.67 EL E C T R I C M O T O R , OP E R A T O R & F L O O R S T A N D ARE A 9'-6" 11" 1'-2"1'-8"1'-0"1'-0" 1'-8"1'-2" SECTION SCALE: 1/4" = 1'-0" FLOATING COVER 45-MIL CHAFER STRIP SIM SIM SCALE: 1/2" = 1'-0" EXIST GRATING SECTION NTS5 C-6 2 C-2 6 C-3 A - 1 C-1 A - A - B - SIM6 C-3 45 MIL CHAFER STRIP, (TYP) SIM 6 C-3B - A - APPROX.C/L OF CHAFER STRIP ANCHOR. SEE DETAIL 6/C-3 SU O3 - 6M0 """ 0 33 N P 3' 0 F " 2" 1 2" 3 2 N "3 2 A ~~ ~~ ~ /J I -- II -- l'J ,, ' <J <J ,1 <} <J ,:J ,1 <J ,:J <J ,:J <} <J .._ .._ .._ ~ .._ .._ ,j <} <} <J <] ,1 ,1 ,1 <J <} 4 <] d ,:J ,1 <J ,:J <] <J <l ,:J ,1 d <J ,1 ,j <} ,1 ,1 <} I I ,fl 4 , L d <J <] .'\ <] ,:J L] , 4 4 L] , 0 0 0 0 0 0 0 r c,, C: ., .c: Q_ .c: C: i= ::, 0 I]_ E 0 <X) LO ~ ~ c,, 3 "O LO 0 I ... ---------------------r------.-----.----r-----------------,-----,-;,;::;;;:;;irn------r--------------------------.~ RE~EWED ~ MWH "' r--"' <X) WARNING .. E 0 1/2 "}, MICHAEL J. SINACORI, P.E. ~ IF THIS BAR DOES L----1------!--------------------t----l-;;;1A;;:SS;;;IS;;TA~Nl!T....!CTIT;;;Y;-;E~N;_7,GIN!:!!Ea=E!:!..R --+-------------------,-------~ NOT MEASURE 1'' DESIGNED: DRAWN: 3 THEN DRAWING IS DJL KVT 3 NOT TO SCALE 3' IONS APPROVED CHECKED: DATE: SHEET OF L _____________________________________________________ L __________________ _l,_ ______ L.:;N:::,o·J_ _ _:::DA:,;TE:::.......l.::D::;Es:::c:.::R1:,_PT::,:10:N..:o:.F_;R;::E.:,:~::,s;:_ _________ ..J..:.::.....:.;.::.L.. __ .,:J~D~c_1w.1'-.:3~0t.:.2~0.l.:12.i... ___________________ .i... ______ .,0 24 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BIG CANYON RESERVOIR FLOATING COVER REPLACEMENT C-5027 W-5340-S C-6 7 CIVIL EXISTING MWD OVERFLOW STRUCTURE DETAILS 1/2"Ø FLATHEAD STAINLESS STEEL 316 EXPANSION ANCHOR BOLTS @ 12" O/C 3/16" x 2" SS FLAT BAR (STRIKE & DEBURR ALL EDGES & CORNERS) 3/8"Ø POLYESTER ROPE WRAP CHAFER TIGHTLY AROUND ROPE4" SEA M 45-MIL CHAFER STRIP EXIST CONC STRUCTURE 3/8"Ø POLYESTER ROPE W/ FLOATING COVER WRAPPED AROUND ROPE 4" SEA M FLOATING COVER TIGHT TO VERTICAL FACE OF STRUCTURE EXIST CONC STRUCTURE FLOATING COVER CHAFER STRIP EXIST MWD CONC OVERFLOW STRUCTURE 2"Ø SCH 40 SST PIPE W/ 1/2"Ø SS HILTI HY-150 ANCHOR BOLTS @ 12" O/C 3/16" x 2" SS BAR W/ 1/2"Ø SS HILTI HY-150 ANCHOR BOLTS @ 12" O/C 1 1/2 " CONC ANCHOR CURB PERIMETER BATTEN BAR 6 1 /4 " E D GE D I ST 2"Ø SCH 40 SS PIPE W/ 1/2"Ø SS ANCHOR BOLTS @ 12" O/C EXIST. CONC. STRUCTURE 3/16" x 2" SS L SHAPED BAR 1 1/2 " E N D D I S T 1'-0" S P A C I N G 6 1 /4 " EDGE DI ST 1 1/2 " END DIST 3/16" x 2" SS FLAT BAR W/ 1/2"Ø SS HILTI HY-150 ANCHOR BOLTS @ 12" O/C EXIST CONC STRUCTURE 3/16" x 2" SS L SHAPED BAR 3/16" x 2" SS FLAT BAR W/ 1/2"Ø SS HILTI HY-150 ANCHOR BOLTS @ 12" O/C CTRD ON CONC WALL EQ EQ 1/8 " GAP 1 1/2 " END DIST DETAIL 7 DETAIL 5 DETAIL 4 DETAIL 6 6" 3/16" X 2" SS FLAT BAR 3/8" = 1'-0" MWD OVERFLOW STRUCTURE ELEVATION CHAFER ATTACHMENT MWD OVERFLOW STRUCTURE FLOATING COVER ATTACHMENT NO SCALE DETAIL PLAN VIEW DETAIL ELEVATION 1'- 0 " A P P R OX 1 C-2 NO SCALE NO SCALE NO SCALE EXIST. CONC. OVERFLOW STRUCTURE 3/8" Ø S.S. EXPANASION ANCHOR BOLTS @ EA. END & 10' O/C EQ . EQ . 1/4" MAX. GAP 3/8" x 3" S.S. FLAT BAR 2" T Y P . E N D SEE DETAIL 8 FOR CHAFER END WRAP DETAIL CHAFER STRIP SPILLWAY CONNECTION 3 - 1'-6" EL 297.54 7'- 8" MAX W.S. EL 302.40 2' - 0" 2' - 0" 8'-0"8'-0"1'-0" 1'-0" 5% SLOPE EL 302.17 3' - 1 1 1 2"10 '- 0" 1'-6" 4' - 0 " 10 '- 0" 4' - 0 " 3'- 0 " 3' - 0 " 2' - 0" 1'- 0" 16 ' - 0 " 1'- 0 " 2'- 0 " 8'-0" EXISTING GRATING BEARING BARS 3/16"x3/4" 2 1/4" O.C. SPACER BARS 3/16"x2 1/4" 12" O.C. PLAN VIEW SECTION A-A 4'- 6" 7' - 0 " 3' - 6 "EL 297.14 R=6" C/L CH A M F E R M STA.3+23.5 LEV E L 6'- 0" 24"x24" HATCH (HINGED SECTION) GRATING9'-1" F . T O F . L S EL 305.17 3" PO R O U S A C P A V E M E N T 1' - 0 " 1 ' - 0 " 2' - 0" 3/8" = 1'-0" SPILLWAY OUTLET STRUCTURE 2 C-2 1'-0" 4 - MWD OVERFLOW STRUCTURE 5 - 6 - 7 - A - 3 - CHAFER STRIP CONNECTION SPILLWAY SECTION A - 1. RESERVOIR DETAILS ARE TAKEN FROM 2004 BCR FLOATING COVER AND DISINFECTION FACILITIES RECORD DWG (C-3037) GENERAL NOTE 45-MIL CHAFER (WRAP AROUND FLAT BAR AND SEAM ONTO SELF. LEAVE UNSEAMED AREA AT ANCHOR BOLT CONNECTION.) 3/8 "x3" SST FLAT BAR 2" SEAM NTS CHAFER END 8 - NTS URE 3/16" X 2" SS FLAT BAR ' 1 '' 11 0 0 00 00 00 000 0 1 0 0 1 0 " 0 1 0 --- 0" '1 <1 L.l <1 '1 '1 <1 V t I .\ J ' . I . ... . • L.l <1 '1 . ,' . ~ . ~" I • I • :. . ----->I++--,---.----- • L • ; . ' ... V I/ ',. ./ I : ' -a I '· • ' ·. ~-L il <1 '1 L.l <1 <1 '1 L.l <1 '1 . ' . . '1 <1 '1 <1 ,&l '1 <1 '1 <1 '1 '1 0 0 0 0 <1 ' . . +--+------,-0 0 J QfESS/ ~\J~p P,i . _ 09 xp. ~6-0 CIVIL OF CALI'< c> C ., .c Q_ .c C >= ::, 0 []_ E 0 a:) Lf) N '-Lf) 0 ....__ N c> ~ ""' "' 0 I -------------------------.-----------,,-,-----,----------------------,----fiiiFiii~rn--------r----------------------------------i~ -REVIEWED ;:;.. ., I. J.. ~ ~ w ~ E ;!- ~ MICHAEL J. SINACORI, P.E. ""' IF THIS BAR DOES L-J------l--------------------+---rnc1A~SS~IS~T~A£iNTL.fC~ITtrY~E~N~G,~NJ::!EE~R'--t----------------------,------, ~ NOT MEASURE 1" DESIGNED: DRAWN: ~ MWH WARNING 0 1/2 THEN DRAWING IS DJL KVT 1---------t ~ NOT TO SCALE DATE T OF _;:, l ________________________________________________________ j_ ___________________ ...1 ______ ...1.::'.:..J_.,.'.:.:~_l'.'.:::::::.::.:::~~~=:::...----------L~p!~~".:~Lc_H_Ec_K_E_□=_:1:D!f..1..._J.1!..::: l:Qi1Q.1~J.... ____________________ ..__s_HE_E _____ _.u·· NO. DA TE DESCRIPTION OF REVISIONS ~ I 0 60 / 60 ;;,c 1 "~60' ___ _. ____ _ ~ if,. ( I (,,l y.. r:Jl (,,l y.. t (,,l 0 0 <JI 0 0 0 z -0 5 3 rrr 6 2 CHAFER STRIP B BOTTOM EDGE (TYP) C-8 □-----0 ~ -~------ -=~,=- 3 8 285 90 - I 9 I I I I CONG, 5 ~---=-----=----------- 2 8 8 I I D I 1 CONG. ------,:: 2 SEE GENERAL NOTES 3 2 5 ~ 3 15 □ 10 2 f 1 6 RCP (TYP) f f f f f f f f f f f ~ f 11 I I I I I I I I I I GENERAL NOTES 1. CONTRACTOR SHALL REMOVE, HANDLE, PROTECT AND TEMPORARILY STORE EXISTING COVER APPURTENANCES AND MATERIALS IDENTIFIED TO BE REUSED ON THE NEW COVER. STORE THESE MATERIALS AT A LOCATION OUTSIDE THE RESERVOIR PERIMETER DURING INSTALLATION OF THE NEW COVER. 2. UNDERLYING CHAFER STRIP NOT SHOWN FOR CLARITY. 3. THERE SHALL BE NO MOTORIZED TRAFFIC ON THE EXISTING AC PAVEMENT RESERVOIR FLOOR OR ON SIDESLOPES. WHEEL TRAFFIC IS LIMITED TO HAND CARTS AND SMALL GOLF CARTS. MANUAL VEHICLES SHALL HAVE PNEUMATIC WHEELS. SEE GENERAL NOTE 1/C-1. 4. DIMENSIONS SHOWN ARE APPROXIMATE AND BASED ON THE BEST AVAILABLE INFORMATION -THE CONTRACTOR SHALL FIELD VERIFY DIMENSIONS PRIOR TO DEMOLITION AND PRIOR TO ORDERING MATERIALS. 5. REMOVE EXISTING DEBRIS (BELOW EXISTING COVER) RESIDING ON THE RESERVOIR FLOOR AND SIDESLOPES PRIOR TO WASHING. 6. AFTER REMOVING DEBRIS, WASH ALL SEDIMENT AND ACCUMULATED FOREIGN MATERIAL FROM RESERVOIR FLOOR AND SIDESLOPES USING PRESSURIZED WATER. DIRECT SEDIMENT AND WASH WATER TO SUMP AT EXISTING OUTLET. 7. PROTECT EXISTING PERIMETER CONCRETE CURB AND ASPHALT PAVEMENT. 8. HS-20 LOADING IS ACCEPTABLE ON PERIMETER ACCESS ROAD AND ON VEHICLE ACCESS RAMP ONLY. MOTORIZED TRAFFIC IS NOT ACCEPTABLE ANYWHERE ELSE IN THE RESERVOIR. SEE NOTE 1/C-1. CONSTRUCTION NOTES CD ® ® (jJ ® ® @ REMOVE, PROTECT, AND TEMPORARILY STORE EXISTING SUMP PUMPS, TYPICAL OF 6. REMOVE, PROTECT, AND TEMPORARILY STORE EXIST HATCHES. REMOVE EXISTING FLOAT ASSEMBLIES, TYPICAL OF 9. SEE DETAIL 5/C-8. REMOVE EXISTING SAND TUBE WEIGHTS AND TROUGH FLOATS, TYPICAL WITHIN ALL RCTS. SEE DETAIL 3/C-8 PROTECT EXISTING MIXER EQUIPMENT AND GRILLAGE STRUCTURES FROM DAMAGE (LOCATED BELOW EXISTING COVER) AND LEAVE IN PLACE, TYPICAL OF 4. SEE DETAIL 1/C-5. REMOVE, PROTECT, AND TEMPORARILY STORE EXISTING BATTEN BARS, NUTS AND WASHERS. LABEL BATTEN BAR AND LOCATION AND ORIENTATION PRIOR TO REMOVAL FOR REINSTALLATION IN ORIGINAL POSITION ON NEW COVER. SEE NOTE ON DETAIL 3/C-10 REGARDING REMOVAL OF EXISTING BATTEN BAR. REMOVE EXISTING 3" FLEXIBLE DISCHARGE HOSE, ESTIMATED QUANTITY 4,300 FT TOTAL. TEMPORARILY STORE 900 FT OF HOSE FOR REINSTALLATION ON COVER BETWEEN SUMP PUMP AND CONCRETE CURB. DISPOSE OF REMAINING HOSE. REMOVE AND SALVAGE EXISTING VACUUM VALVE. REMOVE, PROTECT, AND TEMPORARILY STORE EXISTING PIPE VENT, TYPICAL OF 5. SEE DETAIL 4/C-8. PROTECT EXISTING INLET STRUCTURE GRILLAGE FROM DAMAGE (LOCATED BELOW EXISTING COVER) AND LEAVE IN PLACE. REMOVE AND DISPOSE EXISTING 60 MIL RPP COVER. EXCEPT AS DIRECTED BY OWNER TO PROTECT. COORDINATE W/ OWNER WHETHER SOME EXISTING RPP WILL BE STORED AND PROTECTED. REMOVE AND DISPOSE EXISTING CHAFING STRIP (TYP FOR ALL SIDESLOPES). INSPECT THE EXISTING FLOOR AND SIDESLOPES FOR DAMAGE, AND SUBMIT A FLOOR AND SIDESLOPE CONDITION ASSESSMENT AND REPAIR PLAN TO THE ENGINEER FOR REVIEW. SEE SPECIFICATION SECTION-02778. PROTECT EXISTING RESERVOIR PERIMETER FENCE. FENCE IS INSTALLED WITH A VIBRATING SECURITY SYSTEM THAT SHALL REMAIN IN SERVICE. REMOVE AND DISPOSE OF EXISTING RPP ROLLSTOCK, STOCKPILED ON SITE. APPROX QUANTITY : (2) 12' WIDE x 1' DIA ROLLS (11) 20' WIDE x 1' DIA ROLLS (12) 6.5' WIDE x 1' DIA ROLLS. .,, <I) 'O <I) L <I) ~ E a_ <.O I[) TEMPORARY RAMP MAY BE INSTALLED TO PROTECT AND ,;; ALLOW TRAFFIC OVER EXISTING CURB AT TOP OF ACCESS RAMP. @ REMOVE EXIST SAMPLE PUMP CABLES. BIG CANYON RESERVOIR FLOATING COVER REPLACEMENT C-5027 C-7 "' .:::::.. <.O 0 ....__ "' - N.T.S. N.T.S. N.T.S. TROUGH AND FLOAT LAYOUT COVER AND CHAFER ATTACHMENT 24 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BIG CANYON RESERVOIR FLOATING COVER REPLACEMENT C-5027 W-5340-S C-8 9 CIVIL DEMOLITION SECTIONS AND DETAILS SEGMENTED WEIGHT AND DRAIN PIPE ASSEMBLY DETAIL DETAIL A PERIMETER TROUGH PLAN DETAIL LOWER CHAFER ATTACHMENT COVER UPPER CHAFER ATTACHMENT SECTION B GENERAL NOTES 1.EXISTING PROJECT FACILITIES NOT SHOWN FOR DEMOLITION OR REUSE ARE SCREENED AND SHALL BE PROTECTED FROM DAMAGE. 2.CONTRACTOR SHALL TEMPORARILY REMOVE AND SEQUENTIALLY MARK EACH PIECE OF EXISTING LOWER CHAFER AND UPPER COVER / CHAFER BATTEN BAR TO INDICATE LOCATION AND ORIENTATION. SUITABLE BATTEN BAR PIECES THAT ARE ACCEPTABLE FOR REUSE (AS DETERMINED BY THE CITY REP IN THE FIELD) SHALL BE RE-INSTALLED AT THE SAME LOCATION AFTER INSTALLATION OF THE NEW COVER. PROVIDE NEW BATTEN BARS WHERE EXIST BARS ARE DAMAGED. SECTION N.T.S. EXISTING HATCHES N.T.S. EXISTING PIPE VENTSECTION "A" PLAN VIEW SECTION "A" PLAN VIEW N.T.S. N.T.S. B C-7 C C-7 A C-7 2 C-7 5 - 4 - 3 C-7 SECTION C PROTECT EXIST CONCRETE ANCHOR CURB PROTECT EXIST AC PAVEMENT 6" 2% XX XX XXEXIST CHAIN LINK FENCE CONTAINS SECURITY WIRE SYSTEM AND SHALL NOT BE TEMP REMOVED AND REINSTALLED BY CONTRACTOR TO FACILITATE ACCESS. PROTECT IN PLACE. XXX EXIST AC LINER REMOVE AND PROTECT EXISTING ANCHORS REMOVE, PROTECT AND REINSTALL EXIST 3/8"x3" CONTINUOUS SS BAR. SEQUENTIALLY MARK SIM TO NOTE 1, DETAIL 3/C-10, W/ INK ACCEPTABLE TO CITY FOR USE INSIDE RESERVOIR. REMOVE AND DISPOSE EXIST CHAFER STRIP 3" AC W/ 1-1/2" THK CONC SLURRY TOPPING SLAB TOE OF SLOPE EL. VARIES 263.5 TO 266.50 3:1 3:1 SLOPE PROTECT EXIST SS THREADED STUD REMOVE AND DISPOSE EXIST 60 MIL POLYPROPYLENE COVER REMOVE, PROTECT AND REINSTALL EXIST 3/16" x 2" SS BAR, SEE NOTE 1, DETAIL 3/C-10. SEE GENERAL NOTE 2. REMOVE AND REINSTALL EXIST FLAT CONTINUOUS EDPM GASKET - SEE GENERAL NOTE 2/C-6 AND DETAIL 1/C-6 REMOVE AND DISPOSE EXIST 45 MIL RPP CHAFER STRIP REMOVE, PROTECT & REINSTALL EXIST NUT AND WASHER, SEE DETAIL 1/C-8 3: SECTION B REMOVE AND DISPOSE OF EXIST 38" POLYESTER ROPE REMOVE AND DISPOSE OF EXIST 3" DIA KANAFLEX DISCHARGE HOSE PROTECT EXIST 1-5/8" SQ UNISTRUT SUPPORTS @ 12'-6" SPACING 18" +/- 8 ++11111 2"" ANCHO R C L T O C U R B L BBB LL A C L CC B N CH B LR AN C R L A 12"22 UNSTR U T UUNUN RRT UT N S RSUN 6"- 9" VA R I E S V PROTECT EXIST CONC REMOVE EXIST SAND FILLED TUBE, (TYP). 6'-0" 3'-0"3 9'-0" 12 " 4'-6" REMOVE AND REINSTALL EXIST SAND-FILLED TUBES (TYP) SEE DWG C-7 2'-3 " VAR .A VAR .AR 1 2 " T Y P . 5'- 8 " 5'- 8 " 2'-3 " ELE V . 3 0 0 . 5 0 SI D E S L O P E MAX 3 " - 0 " 1 ' - 6 " REMOVE EXIST 4" X 12" FOAM FLOAT FROM FLOAT WRAP AND REUSE (TYP) REMOVE AND DISPOSE OF 15" X 24" SUPPLEMENTAL LAY-LOOSE BALLAST 4'-6" 4 ' - 6 " 4 ' - 6 " NON-INTERERENCE ZONE BOUNDARY (TYP) REMOVE EXIST 4" X 12" FOAM FLOAT AND FLOAT WRAP (TYP) REMOVE EXIST 4" X 12" FOAM FLOAT FROM FLOAT WRAP AND REUSE. DISPOSE OF FLOAT WRAP (TYP) REMOVE AND REINSTALL 4" DIA POLYETHYLENE RISER LOCATED @ 50'± OC NOTE: REMOVE AND DISPOSE EXIST FLOATING COVER REMOVE & DISPOSE EXIST 3/4" DIA BLACK DACRON (POLYESTER) WEBBING WITH STANDARD CAM BUCKLE REMOVE AND REINSTALL SAND FILLED TUBE (SEE PLAN) 3" 6" REMOVE AND DISPOSE OF EXIST SAND TUBE ATTACHMENT STRAP REMOVE AND DISPOSE EXIST SAND TUBE ATTACHMENT STRAP REMOVE AND DISPOSE OF EXIST RPP FLOATING COVER. SEE CONSTRUCTION NOTE 10/C-7. REMOVE AND DISPOSE EXIST 3/4" BLACK DACRON (POLYESTER) WEBBING W/STANDARD CAM BUCKLE REMOVE, PROTECT AND REINSTALL EXIST 4" DIA PERFORATED/CORRUGATED FLEXIBLE POLYETHYLENE DRAIN PIPE REMOVE EXIST SAND FILLED TUBE (SEE DWG C-7) XX XX REMOVE, PROTECT AND REINSTALL EXIST 4" DIA ERFORRATED/CORRUGATION FLEXIBLE POLYETHYLENE DRAIN PIPE REMOVE AND DISPOSE OF EXIST DOUBLE STRIP REMOVE EXIST DOUBLE-LAYER RPP STRIP 1 1/2" 8" 9" 5" 2' - 9 " "A" 1'- 4 1 / 2 " 1'-9" 3" 6" TYP 3'-6" 1"TYP 1" RAD TYP 333 REMOVE AND DISPOSE OF EXIST FLOATS AND RPP MEMBRANE WRAP REMOVE, PROTECT AND REINSTALL EXIST 2" DIA ALUM PIPE AND 12" SQ BASE PLATE REMOVE, PROTECT AND REINSTALL EXIST 316 SS BOLTS, NUTS AND WASHERS (TYP OF 4) TUBE VENTTU 9'-0" "A" VEN 2" 4 12" 4" BASE FLANGE 1/2" DIA ALUMINUM ACCESS HATCH HANDLE REMOVE, PROTECT AND REINSTALL EXIST 3' SQ ACCESS HATCH BOLTED FLAT BAR HINGES 2'-0"3' SQ CLEAR OPENING (NOM) 4'-0" 2'- 0" 3' S Q C L E A R OP E N I N G ( N O M ) 2'- 0" 7'- 0""A" HATCH COVER FOR 3'-0" SQ CLEAR OPENING 3" "V" NOTCH FOR COVER VENTING 36" SQ CLEAR OPENING (MIN.) 8"4" 4" REMOVE AND DISPOSE OF EXIST RPP COVER MATERIAL * * REMOVE AND DISPOSE OF EXIST GASKET BETWEEN FRAME AND COVER REMOVE AND DISPOSE OF EXIST ETHAFOAM FLOATS REMOVE AND PROTECT EXIST SS RODS REMOVE AND DISPOSE OF EXISTING FLOATS... • A . . ; . ., . • .... 4.' ◄ 4 • • ··. .~ ft._..: .;._. •. : · .• • .. ·,. .• • . -. • . 4 · . .. •. • .. • • ,!' . .,,-. . i. • • • .•. •. . . . . • •· ·, A • • • •. . . A • •· .. • • • •• • • • •• • \ ~ .•. • • I' ~I • • -- 4 )1 _J 0 _/ '- I \ I I -\_ 0 I I I 0 0 I I I 0 (>:1 V I _f l I QfESS/ ~\J~p P,i . _ 09 xp. ~6-0 CIVIL OF CALI'< c> C ., .c Q_ .c C >= ::, 0 []_ E 0 0, Lf) N '-Lf) 0 ......_ N c> ~ " CX) 0 I -------------------------.------_J=::::;r::!...,-----,----------------------,----fiiiFiii~rn--------r----------------------------------i~ -REVIEWED ;:;.. "' 1_ J.. ~ MWH WARNING 0 1/2 ~ w ~ E ;!- ~ MICHAEL J. SINACORI, P.E. _, IF THIS BAR DOES L-J-----l--------------------+---rnc1A~SS~IS~T~A£iNTLfC~ITtrY~E~N~G,~NJ::!EE~R'--t----------------------,------, ~ NOT MEASURE 1" DESIGNED: DRAWN: ~ THEN DRAWING IS DJL KVT 1----------t ~ NOT TO SCALE DATE T OF _;:, l ________________________________________________________ j_ ___________________ ...1 ______ ...1.::'.:..J_.,.'.:.:~_l'.'.:::::::.::.:::~~~=:::...----------L~p!~~".:~Lc_H_Ec_K_E_□=_:1:D!f..1..._J.1!..::: l:Qi1Q.1~J.... ____________________ ..__s_HE_E _____ _.u·· NO. DA TE DESCRIPTION OF REVISIONS 0 0 z -0 4 II D i i D I i I I I I F D D D C-18 I D I I DI --- NEWCSPE CHAFER STRIP TYP ENTIRE PERIMETER = 1 C-10 SIDESLOP~ I I WATER CIRCULATION j n BAFFLE TO TOE OF SLOPE I I u I I I I I I I I I I I I I I l@Jl I I I L--I i 15' SQUARE DOUBLER 3 I AT HATCH ASSEMBLY 11 I (TYP). SEE NOTE 4/C-16 1 1 I I I 3 4 C-10 15 C-19 r:- L~J COVER ANCHOR TYP ENTIRE PERIMETER 5 3 WATER LEVEL INDICATOR 9 24'x18' DOUBLE-LAYER CSPE PATCH. CENTER OVER VALVE SUMP. SEE NOTE4. 1 C-10 8 SEAM DETAILS 2 TYP ENTIRE COVER C-10 -~y® ~ 2 2 Lr' '/,..-> .-> I I 3i5 I I ' I 0 ------10'-0" WIDE DOUBLE-LAYER CSPE PATCH. CENTER OVER VALVE OPERATOR TRENCH. SEE NOTE4. 7 RCT ON BOTTOM ACROSS RESERVOIR PARALLEL TO INLET PIPE 3 C-11 PROVIDE 2'-0" SETBACK CLEARANCE FROM BAFFLE FLOATS TO PERPENDICULAR FLOATS AND WEIGHTS AT CROSSING ~ [~ WATER CIRCULATION NORTHWE EE GENERAL 20' SQUARE DOU LE-LAYER PATCH. CENTER VER SPILLWAY BOX. EE NOTE 4. OTE16 4 RCT ON SLOPE, TYP C-11 ALL RES CORNERS ------------~ -------------------r----- [TI 1 TYP 1 ~ SP-6 ~ 3 C-11 8 3 RCT ON BOTTOM TYP AROUND TO OF SLOPE, ENTIR PERIMETER. SEE GENERAL NOTE 1 ~-TERMINATE AIR BAFFLE 2' (NOMINAL) FROM WATER CIRCULATION BAFFLE (TYP OF 2). L -L BAFFLE, LENGTH• 500 LF I a AIR BAFFLE, TYP OF2 _t TYPOF 2 ~ ( ~----- 100 2 ®-------@ GENERAL NOTES 1. THIS DRAWING ONLY SHOWS IMPROVEMENTS TO THE RESERVOIR FLOATING COVER AND CHAFING STRIP. SEE OTHER DRAWINGS FOR DRAIN PIPING, AND OTHER WORK AND SITE IMPROVEMENTS OUTSIDE THE RESERVOIR. 2. SEE DRAWING C-10 FOR SEAMING DETAILS APPLICABLE TO ALL NEW CSPE-TO-CSPE SEAMS. 3. DO NOT CUT OR PENETRATE EXISTING CONCRETE ANCHOR STRIP, CURB OR AC DRIVEWAY UNLESS DIRECTED BY THE ENGINEER. 4. WHERE SHOWN AND WHERE SPECIFIED, PROVIDE DOUBLE LAYER PATCH (DOUBLER) OF MEMBRANE COVER MATERIAL BELOW COVER. WELD DOUBLE LAYER PATCH TO FLOATING COVER WITH SPOT BONDED 2" X 6" SOLVENT WELDS AT 3'-0" MAX SPACING AROUND FULL PERIMETER OF PATCH, AND 3'-0" GRID MAX SPACING INSIDE PATCH. 5. IN ADDITION TO THE FIXED SAND TUBE RAINWATER ENHANCEMENT WEIGHTS SHOWN, AT NIZS (SEE DETAIL 1/C-14), PROVIDE ADDITIONAL FIFTY (50) LOOSE SAND TUBE RAINWATER ENHANCEMENT WEIGHTS (12'-0" LENGTH EACH). LOOSE WEIGHTS SHALL NOT BE STRAPPED OR ROPED TO COVER. SEE DETAIL 1/C-11 AND DETAIL 3/C-15. 6. LOCATIONS OF RAINWATER RUNOFF ENHANCEMENT WEIGHTS AND ROPE LACING PATTERN LAYOUTS SHOWN ARE APPROXIMATE. FINAL PLACEMENT LOCATION SHALL BE DIRECTED IN FIELD BY THE ENGINEER. 7. TIE TOGETHER PUMP DISCHARGE HOSE AND POWER CABLE WITH 1/4" DIA BRAIDED POLYESTER ROPE. ANCHOR TO FLOATING COVER WITH STRAPS @6'-0" QC SIMILAR TO SECTIONS A&C ON C-15. WELD PIPE STRAPS TO 10" X 10" CSPE MEMBRANE PATCH FULLY WELDED TO COVER@ 6'-0" OC, FIELD INSTALLED AFTER PUMP INSTALLATION. 8. PROVIDE PORTABLE FLOATS ON TOP OF COVER (NOT SHOWN), SEE SPECS. 9. PROVIDE MOVABLE COVER REPAIR FLOATS BELOW COVER (NOT SHOWN). SEE SPECS. 10. POSITION NON-INTERFERENCE ZONES EQUIDISTANT TO PERIMETER ANCHOR WALL. 11. FLOAT AND SAND TUBE ENCASEMENT MATERIAL SHALL MATCH COVER MEMBRANE. 12. LOCATIONS OF PIPE VENTS SHOWN ARE APPROXIMATE. ACTUAL LOCATIONS SHALL BE AS DETERMINED IN THE FIELD BY THE ENGINEER. SOME VENTS SHALL BE INSTALLED AT FUTURE WARRANTY INSPECTION BY THE CONTRACTOR, AS DIRECTED BY THE ENGINEER. 13. DIMENSIONS SHOWN ARE APPROXIMATE AND BASED ON THE BEST AVAILABLE INFORMATION -THE CONTRACTOR SHALL FIELD VERIFY DIMENSIONS PRIOR TO ORDERING MATERIAL. 14. SEE ELECTRICAL NOTES ON DRAWING C-17. 15. LOCATED ACCESS HATCH CENTERED ABOVE SAMPLE PUMP FLOOR CONNECTION (2 LOCATIONS). 16. INSTALL NEW CHAFER MEMBRANE AND NEW FLOATING COVER AT INLET/OUTLET VALVE OPERATOR STRUCTURE, SPILLWAY OUTLET STRUCTURE, AND MWD OVERFLOW SIMILAR TO EXIST CHAFER AND COVER CONNECTIONS. SEE DETAIL 2/C-5, 1/C-6 AND 2/C-6. 17. BOTTOM TROUGH LAYOUT SHOWN IS BASED ON ESTIMATED LOCATIONS OF TOE OF SLOPE AND ALSO MIXER GRILLAGE. CONTRACTOR SHALL FIELD VERIFY EXIST RESERVOIR FEATURES PRIOR TO POSITIONING NEW COVER FEATURES. CONSTRUCTION NOTES G) SUMP PUMP ASSEMBL y PER OD (TYPOF6) ~ ® TEXTUREDWALKWAY[IJ (TYPOF6) ~ G) 3'x3'HATCHASSEMBLY [I] (TYPOF22) ~ G) 4'x4'HATCHASSEMBLY [I] (TYPOF4) ~ ®----r-u --- I~ l~ 2 ~~ I ® NEW PIPE VENT ASSEMBLY (TYP OF 10). SEE NOTE 12. [JI] ~ 9 ER ANCHOR CONNECTION (AT RESERVOIR PERIMETER) MWH I 1 ~ C-10 REVIEWED WARNING 0 1/2 @ RE-INSTALL EXISTING ~ VACUUM-BREAKING VENT 0 (j) NEW SPILLWAY AND OUTLET ~4 PIPE VACUUM-BREAKING C 20 VENT - @ INSTALL NEW SAMPLE PUMP POWER CABLES FOR EXIST PUMPS. PUMPS ARE 1/2 HP, 3 PHASE, 480 V, W/15 AMP CIRCUIT ® SUMP PUMP DISCHARGE HOSE, CONTROL CABLE AND POWER CABLE (6 LOCATIONS). BUNDLE TOGETHER WITH¼" DIA POL YSTER ROPE. TIE DOWN @ 5' O.C. W/ STRAP PER SECTION A/C-15 (SIM). BIG CANYON RESERVOIR FLOATING COVER REPLACEMENT C-5027 C-9 .,, <I) 'O <I) L <I) ~ E a_ 0 0 .;; 0, ~ 'O "' 0 I ~ '¢ r") r---r") OJ CIVIL E ;!-MICHAEL J. SINACORI, P.E. RESERVOIR COVER PLAN L l~OTTHl~E~~~R~Of,? 1---l-----l-------------------1-----1-"""A"'SS;:;:.ISa.aT.;.::AN"'-'T--'C'i-'IT..:..Y...:E"'NGa:.:IN.:.::E;a:.ER'---f---------------------r---------li THEN DRAWING IS DESIGNED: DJL DRAWN: MLS CITY OF NEWPORT BEACH W-5340-S ~ NOT TO SCALE ~ APPROVED CHECKED: JDC DATE: PUBLIC WORKS DEPARTMENT SHEET 1 Q OF 24 ;], 11 30 2012 u NO. DATE DESCRIPTION OF REVISIONS LOWER CHAFER ATTACHMENT NOT TO SCALE C-9 4 24 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BIG CANYON RESERVOIR FLOATING COVER REPLACEMENT C-5027 W-5340-S NOTE: HEAT SEAM2" +/- SCRIM (TYP) 2" SCRIM (TYP)2" SCRIM (TYP) 2" +/-2" SCRIM (TYP) NEW 45-MIL CSPE MEMBRANE FLOATING COVER. SEE SPECS. WRAP NEW CSPE COVER AROUND ROPE-FOLD BACK UNDER BAR AND BOND TO ITSELF MIN 2" BEYOND BATTEN BAR CONT 3/8" POLYESTER ROPE SEALANT SIKAFLEX 1A OR EQUAL EXISTING BATTEN BAR EXISTING 12" SS EPOXY ADHESIVE ANCHORS W/ SS NUTS AND WASHERS @ 12" OC, 6" OC AT BAR ENDS. SEE DETAIL 3 / NOTE 1. EXISTING 3/16 SS BAR, LENGTH VARIES (EPDM GASKET NOT SHOWN) 5/8" X 3/4" SLOTS TYP 12" ± FIELD WORK VARIESSV VARIES GAP BETWEEN BAR SEGMENTS MAX 1/8" 1. A CAP STRIP SHALL BE APPLIED TO ANY SEAM WHICH DOES NOT MEET THE SPECIFIED OVERLAP REQUIREMENTS. 1 1/2" WIDE 40 MIL MIN UNREINFORCED STRIP CAP (NOT SHOWN) ON EXPOSED CUT EDGE, OR LIBERAL "CROSS BRUSHED" FLOOD COAT OF CSPE WELDING SOLUTION, TYP SEE SPECS REINSTALL EXISTING CONT 2" WIDE STRIP EPDM GASKET. MEMBRANE MATERIAL (SAME AS COVER MAT'L) MEMBRANE MATERIAL MIN SCRIM TO SCRIM BOND WIDTH MEMBRANE MATERIAL EDGE CUT WITH EXPOSED SCRIM MEMBRANE MATERIALL MIN SCRIM TO SCRIM BOND WIDTH FACTORY ENCAP- SULATED EDGE MEMBRANE MATERIAL FACTORY ENCAP- SULATED EDGE MIN SCRIM TO SCRIM BOND WIDTHMAX NOMINAL OVERLAP PRIOR TO HEAT SEAMING EXISTING CONCRETE CURB (REINFORCING NOT SHOWN FOR CLARITY) NOTE: 1. CONTRACTOR SHALL TEMPORARILY REMOVE AND SEQUENTIALLY MARK EACH PIECE OF EXISTING BATTEN BAR AND EPDM GASKET MAT'L TO INDICATE LOCATION AND ORIENTATION. BATTEN BAR AMD GASKET MAT'L PIECES THAT ARE DETERMINED BY THE OWNER REP IN THE FIELD NOT TO BE ACCEPTABLE FOR REUSE SHALL BE DISPOSED OF AND NEW, EQUAL MATERIAL PROVIDED AND INSTALLED BY THE CONTRACTOR. PAYMENT FOR THIS "EXTRA WORK" SHALL BE MADE AS PER SPECIAL PROVISIONS, SECTION 3-3. SUITABLE REUSED MATERIALS SHALL BE RE-INSTALLED AT THE SAME LOCATION. E NEW 36-MIL BLACK/BLACK REINFORCED CSPE CHAFER STRIP, SIM TO FLOATING COVER MATERIAL. 3 1 NOT TO SCALE NOT TO SCALE GAP LOCATED AT CENTER OF JOINT COVER STRIP NOTE: 1. SEAM DETAILS ARE TYPICAL FOR THE FLOATING COVER. SEAMS ARE NOT SHOWN ON THE PLAN DRAWINGS FOR CLARITY, BUT ARE COMMON FOR ALL MEMBRANE PANELS. FULLY BONDEDD SEAMS MAX NOMINAL OVERLAP PRIOR TO HEAT SEAMING C-10 11 CIVIL RESERVOIR COVER DETAILS - I HEAT SEAM, NO LOOSE EDGE ON TOP SIDE C-9 1 C-9 3 C-9 2 FIELD LAP SEAM WITH CUT EDGE AND ALL FIELD SEAMS IN RCTs TYPICAL FIELD BUTT SEAM TYPICAL SEAM DETAILS EXISTING BATTEN BAR COVER ANCHOR CONNECTION FIELD LAP SEAM WITH ENCAPSULATED EDGE TYPICAL FACTORY LAP SEAM - 3 8" MIN JOINT COVER STRIP FULLY BONDED EXISTING 3" TK POROUS AC NOT TO SCALE MIN 4" BONDED OVERLAP HEAT SEAM, NO LOOSE EDGE ON TOP SIDE SEAM ALL UNBONDED FLAPS CLOSED AT ENDS OF PANELS WHERE CROSS SEAMS ARE LOCATED SEAM ALL UNBONDEDA FLAPS CLOSED AT ENDS OF PANELS WHERE CROSS SEAMS ARE LOCATED REINSTALL EXIST 3/8"x3" CONTINUOUS SS BAR. SEE NOTE 1, DETAIL 3.NEW CHAFER STRIP EXIST 3" AC W/ 1-1/2" THK CONC SLURRY TOPPING SLAB TOE OF SLOPE EL. VARIES 263.5 TO 266.50 3:1 SLOPE C-9 5MODIFICATIONS TO EXISTING FENCE LINE POSTS 10' OC MAX 1.REMOVE EXISTING WOODY DEBRIS EXTENDING MIN 2'-0" FROM OUTSIDE BASE OF EXIST FENCE. 2.INSTALL NEW CHAIN LINK SKIRT FABRIC ON OUTSIDE OF EXIST FENCE (OPPOSITE OF PAVEMENT). CHAIN LINK SKIRT WILL LAY DIRECTLY ON TOP OF GROUND SURFACE. 3.CONNECT NEW CHAIN LINK (SKIRT) FABRIC TO EXISTING TENSION WIRE W/ HOG RINGS SPACED AT 12-INCHES ON CENTER. OUTSIDE INSIDE EXISTING CHAIN LINK FABRIC EXISTING PAVEMENT WHERE SHOWN EXISTING 3 LINES OF ANGLED BARBED WIRE EXISTING TENSION WIRE EXISTING CONC FOOTING NOTES: INSTALL 24" WIDE CHAIN LINK SKIRT TO EXIST FENCE TENSION WIRE FOR ENTIRE LENGTH OF RESERVOIR PERIMETER FENCE. SEE DETAIL NOTES. VER T I CAL GAP B E L OW E X I ST FEN CE V A R I E S F R OM 2 " T O 6" AROU ND R E SER V OIR . NOT TO SCALE RE-INSTALL EXISTING EXPANSION-TYPE ANCHORS • .. ·• . • • ... • 4. . . • •. • . . .-. •--• • •• ·• . .. •. . .. • • .. ,., •. • ••.•. 4. . . ,,: • : .,4_ • ",i . "!. -· : .• . . .• ... ;,,, • . .. • • • •. ·.• ·• .. • • •. . .. 4 ;• ·• • •• .. . • ., "· . •· • ..•. . . • =· •• ; .• -• • • .. • _:,i • ,,.·.., .• • . ... .. • 4 •....... • . . •. . . :. . . .. • • . .. _ . .... .• • .• •• ... • .• •. . . 4 .• : • /& • •• • .. • • " I .• .. . .• • .. • '.d • ... \\·,-.-· .• ,_ .. . . • • • . • . .. ~ : i ~-I I I. I I I I I. I I j I. I I I. I I I I : i I . I ~/ i CJ> C ., .c a_ .c C i= E 0 a, LO CJ> ;, u d I ---------------------------,---------,--r----,r------------------------r---,iiE'viiiE:o--------T-------------------------------------1~ p R™~ ~ MWH WARNING 0 1/2 .. r--- "' co en E "}, ~ MICHAEL J. SINACORI, P.E. u IF THIS BAR DOES L-J------l--------------------+---rrif1A~SS~IS~T~A~N1TJeCrlTtY~E~N~Gl~N.ta!EE:t:R!_t----------------------,------, ~ NOT MEASURE 1'' DESIGNED: DRAWN: > THEN DRAWING IS DJL MLS ;, NOT TO SCALE DATE OF 3' l ___________________________________________________________ 1 ____________________ _1 ______ _J~~.L~~:..._J!:~::.!~~..:~~::...----------..l~~P.:.R:;:~D:.Lc_H_Ec_K_E_D,_,:llD~C:J......J1.l:'-:3~~~0£!_11L...---------------------.L...S-HE_E_T _____ _,u·· NO. DA TE DESCRIPTION OF REVISIONS 24 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BIG CANYON RESERVOIR FLOATING COVER REPLACEMENT C-5027 W-5340-S 2 - RAINWATER COLLECTION TROUGH (RCT) ON SLOPE PLAN TROUGH FLOAT SECTION RAINWATER COLLECTION TROUGH RCT ON BOTTOM PLAN SECTION SECTION SECTION CLOSURE DETAILS FOR NEW SAND TUBES LAY FLAT DETAILS FOR NEW SAND TUBES 9'-0" - B - D - 1 - B C-9 3 C-9 A - D - C - 1 - 2 - A - D NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE C-9 4 C-12 6 C-11 12 CIVIL RESERVOIR COVER DETAILS-II 1.DETAILS ARE SHOWN WITH RESERVOIR EMPTY (TYP) 2.PROVIDE MIN 40 MIL CAP STRIP OF UNREINFORCED CSPE AT ALL FIELD SEAMS BETWEEN FLOATS IN RCTs. GENERAL NOTES - COVER LAYFLAT SAND TUBE LENGTH (FINISHED SAND TUBE NET LENGTH PLUS ONE TUBE DIAMETER) 2"MIN SEE DETAIL 2/-FOR SEAM ALLOWANCE ONE END OF SAND TUBE SHALL BE WELDED CLOSED, FOLDED OVER, AND WELDED DOWN, AS SHOWN BEFORE FILLING WITH SAND. INSIDE OF TUBE SHALL BE UNBONDED AT START OF FOLD LONGITUDINAL SECTION 2 1/2" MIN SEAM WIDTH 2" MIN SCRIM OVER SCRIM WELDED 10 ¼" LAYFLAT +/-¼" FOR 6 ½" DIA BOTTOM SAND TUBE WEIGHT 4 3/4" LAYFLAT +/-¼" FOR 3" DIA RUNOFF ENHANCEMENT WEIGHT 12 1/2" LAYFLAT +/-¼" FOR 8" DIA BAFFLE WEIGHT 1'-0" 3'-011 CLI I _.ul I I I I I 31-0 11 f--_J_J I ~I I _~I I C B - CROSS SECTION A 1-----1 SIM 11 II --SEE NOTE 2. NEW SAND TUBE LAYFLAT DIMENSIONS CLOSURE DETAILS FOR NEW SAND TUBES ~-1--------1 SLOPESAND TUBE WEIGHT SLOPE RCT FLOAT NOTE: TUBE STRAPS AND ATTACHMENT TABS ARE NOT SHOWN FOR CLARITY 1/2" GROMMETS FOR BAFFLE SAND TUBE WEIGHTS ONLY. DO NOT FOLD SEAMED END OVER FOR BAFFLE SAND TUBE WEIGHTS SAND TUBE ROUND CORNERS TO 1" RADIUS (TYP) 0 0 2"SHOPSEAM 3" FIELD SEAM TOP VIEW -----FOLD SEAMED END OVER AND BOND TO SAND TUBE WELD CLOSED END OF SAND TUBE STEP#1 TOE OF SLOPE EL VARIES 3 1 SEE DWG C-14/C-15 NOTE: 12" SIDE VIEW STEP#2 DRAIN PIPE NOT SHOWN FOR CLARITY 9.25' 1/2 DISTANCE 12" BETWEEN FLOATS 1. SECTION SHOWN PRIOR TO COVER DEPLOYMENT SAND FILLED TUBE, CENTER BETWEEN FLOATS 4" THICK FOAM FLOAT MEMBRANE FLOAT WRAP. WRAP TIGHTLY OVER FOAM. SEE SECTION 02776 FOR ADDITIONAL REQUIREMENTS. -----====-==========::'.::::=:c===---.l[_F_LOA TING COVER ~ 1·-0· -1 21· I~ ~BOND FLOAT _JI WRAP TO COVER FLOATING COVER BOTTOMRCT FLOAT 3'-0" r - --DRAIN PIPE NOT SHOWN FOR CLARITY CLOSURE DETAILS FOR NEW SAND TUBES --'--SEE NOTE 2. BOTTOM SAND 2 4 I I 11 ~====;====::±:I .. =====;:S'-0"= .. ::±::::1 =======f::::=======~] TUBE WEIGHT C-12 B C NOTE: COVER DOUBLE-LAYER CSPE CHAFER STRIP. SEE NOTE 4/C-9. TUBE STRAPS AND ATTACHMENT TABS ARE NOT SHOWN FOR CLARITY I NOTE: FLOAT (END VIEW) BOND FLAPS FLOATING COVER 1. FOLD END FLAPS OF FLOAT, WRAP NEATLY AND TIGHTLY· ' BOND AS SHOWN TO COVER 2. PATCH ALL VOID AREAS WITH UNREINFORCED MEMBRANE FOAM FLOAT FLOAT WRAP, SEE SECTION C . I 2" I . BOND FLOAT WRAP TO COVER FLOATING COVER "' C (l) .c Q_ .c C i= ::, 0 0.. E 0 CJ> LO -- ,------------------,-----7-7,---r-----------------r--TcR:c:iE~-;;;E:;;WE~D;-------,---------------------------J~ -.j- MWH WARNING 0 1/2 IF THIS BAR DOES NOT MEASURE 1'' THEN DRAWING IS .. "' r---"' co en E MICHAEL J. SINACORI, P.E. <'.' 1---,---,-----------------t-----t;~AS~S~IS;:;:TA:,eN'-'-T...::C~IT:;;:Y;;E;;;NG~IN!:E:!ER~t---------------------r--------l~ I DESIGNED: DRAWN: o DJL MLS ;o 1---------13 .. _____________________________________________________ ..J __________________ _j ______ _l~N~o:... L~D~ATE'.:..,__J~D:Es:;:c~Rl~PT~10:'.:N..'.o~F_'.R::E~~:'.s1~0N:s~---------~A~PP~R~oVE~DLc~H~Ec~K~E~D:...:!Qil~DA~T[E:Q!l/2J.ill ___________________ J~~-_:~_J "-JDC 11 30 2012 SHEET OF -;,; NOT TO SCALE 5" SHOP SEAM (TYP) FULLY BOND IN FIELD 3" 11" 3" SAND TUBE ATTACHMENT STRAP SQUARE KNOT, SEE SECTION C FOR REQUIREMENTS WELD ATTACHMENT STRAP FULLY TO COVER SECTION ROPE GOES THROUGH GROMMET 1/4 " DIA BRAIDED POLYESTER ROPE, TIE W/ SQUARE KNOT. ROPE ENDS SHALL BE CUT WITH HOT KNIFE TO FUSE FIBER ENDS 1/4" DIA BRAIDED (MARINE GRADE) POLYESTER ROPE. ROPE ENDS SHALL BE CUT WITH KNIFE TO FUSE FIBER ENDS. SAND FILLED TUBE WEIGHT SHOP SEAM (TYP) FLOATING COVER SAND TUBE WEIGHT INSTALLATION ON SLOPE-SIDE VIEW BOTTOM SAND TUBE WEIGHT PLAN VIEW (NEW TUBES) 3 -2 C-11 SAND TUBE CLOSURE FLOATING COVER 1 - C - SAND TUBE ATTACHMENT STRAP 1 - D - 4 C-11 A - B - SAND TUBE ATTACHMENT DETAIL SLOPE SAND TUBE WEIGHT RETENTION STRAP TOP OF SLOPE IS TO THE RIGHT 6-1/2" DIA x 36" LONG SLOPE WEIGHT SEE NOTE 7 5'-0" 8"16"8" F 3"3" SAND TUBE ATTACHMENT STRAP SQUARE KNOT, SEE SECTION 5 FOR REQUIREMENTS 1/4" DIA BRAIDED (MARINE GRADE) POLYESTER ROPE FACTORY SEAM (TYP) FLOATING COVER TROUGH SAND FILLED TUBE WEIGHT FACTORY SEAM (TYP) 45 MIL CSPE MEMBRANE CHAFER STRIP SEE NOTES 6 AND 8 4" DIA DRAIN PIPE SEE NOTE 7. 1 - 1 - SAND TUBE ATTACHMENT STRAP NO SCALE DRAIN PIPE RISER FULLY BOND STRAPS IN SHOP 3'-6" WIDE.. BOND CHAFER STRIP IN FIELD AS PER NOTE 6. TEXTURED WALKWAY FLOATING COVER SLOPE 6" GAP 3" FIELD SEAM WELD PLAN VIEW AT TOP 5'-0" MIN WIDTH 60 MIL (MIN) BLACK TEXTURED UNREINFORCED CSPE WALKWAY FLOATING COVER 3" FIELD SEAM NOTES: 1. FIELD SEAM WALKWAY TO FLOATING COVER AT TOP OF SLOPE AND 2 SIDES DOWN SLOPE. DO NOT SEAM AT BOTTOM (DOWNSLOPE) EDGE. 2. FOR TOP OF SLOPE SEE PLAN VIEW ABOVE TYPICAL TEXTURED WALKWAY 5 C-9 NO SCALE NO SCALE NO SCALE TYPICAL SECTION VIEW WI T H O U T SEA M DO WN 5 C-14 5 C-15 SEE NOTE 5 14"14" ROPE LACING PATTERN SIMILAR AROUND SAND TUBE AND AROUND PIPE (SEPERATE ROPES) 24 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BIG CANYON RESERVOIR FLOATING COVER REPLACEMENT C-5027 W-5340-S BRASS GROMMET 1/4 " DIA BRAIDED POLYESTER ROPE AROUND SAND TUBE. TIE W/ SQUARE KNOT. ROPE ENDS SHALL BE CUT WITH HOT KNIFE TO FUSE FIBER ENDS. FLOATING COVER 1. SAND FILLED BOTTOM TUBES LOCATED IN TOE OF SLOPE AND CENTER COLLECTION TROUGHS SHALL BE 6-1/2" DIA X 5' LONG PLACED TIGHTLY END TO END. 2. SAND FILLED SLOPE TUBES LOCATED ON SIDESLOPE COLLECTION TROUGHS SHALL BE 6-1/2" DIA X 3' LONG PLACED TIGHTLY END TO END. 3. SEE SPEC SECTION 02778 FOR GEOMEMBRANE MATERIAL REQUIREMENTS. 4. SEAMS (FIELD OR SHOP) PARALLEL TO SAND TUBES SHALL NOT BE PERMITTED WITHIN THE RAINWATER COLLECTION TROUGH OR BETWEEN OR BENEATH THE FLOATS EITHER SIDE OF THE SAND TUBE. 5. AFTER INSTALLATION OF SAND TUBE WEIGHTS. PUNCTURE TUBE MEMBRANE MATERIAL AT 6" TO 12" OC ALONG TOP AND ENDS WITH SHARP PROBE. 6. CSPE MEMBRANE CHAFING STRIP BELOW SAND TUBES SHALL BE FIELD SEAMED IN PLACE. FIELD SEAMS SHALL BE CONTINUOUS ALONG EDGE EXCEPT 3" GAPS (NO BOND) AT 10'-0" SPACING. 7. DRAIN PIPE SHALL BE SINGLE-WALL, FLEXIBLE, CORRUGATED, PERFORATED HDPE DRAIN PIPE W/ MIN 6 OZ/S4 FULL-LENGTH GEOTEXTILE SLEEVE. PERFORATIONS SHALL BE SLOTS W/ ROTATED ORIENTATION PATTERN EVERY OTHER VALLEY. PIPE SHALL BE ADS OR EQUAL. 8.CHAFING STRIP SHALL NOT CROSS JOINT COVER STRIP AT FIELD SEAMS WHICH CROSS RCT'S. 9. DRAIN PIPES SHALL NOT EXTEND INTO NON-INTERFERENCE ZONES. SMOOTH PIPE ENDS BY APPLYING HEAT TO CREATE A BEAD, OR APPROVED ALTERNATIVE METHOD. COVER PIPE ENDS AFTER SMOOTHING W/20 OZ/S4 GEOTEXTILE HELD IN PLACE W/ POLYSTER ROPE AND SQUARE KNOT. SAND TUBE ATTACHMENT STRAP SAND FILLED TUBE WEIGHTSAND TUBE ATTACHMENT DETAIL DETAIL-SIDE VIEW SLOPE SAND TUBE WEIGHT (SLOPE PLAN) PLAN VIEW D - 6 C-11 C - 1 - A - SHOP SEAM 45 MIL COVER MATERIAL 90 MIL AFTER WELDING 1/2" DIA SOLID BRASS GROMMET, STIMPSON CO INC, OR EQUAL, TYP OF 2 SLOPE SAND TUBE WEIGHT RETENTION STRAP 3 - SEE NOTES 5 & 6 SEE NOTE 5 C-12 13 CIVIL RESERVOIR COVER DETAILS-III SHOP SEAMS TYP 45 MIL COVER MATERIAL 90 MIL AFTER WELDING 1/2" DIA SOLID BRASS GROMMET, STIMPSON CO. INC, OR EQUAL, TYP OF 4 SAND TUBE ATTACHMENT STRAP 1 - SECTION B - NTS NTS NTS NTS NTS DRAIN PIPE RISER 2 C-19 12" 11" 3"5" 3" 18"18" 3'-0" 2" 10" 2" 1 1 / 4 " 12" 6" 3" 2" 2"2 10" 2" 1" TYP DRAIN PIPE. SEE NOTE 7. GENERAL NOTES CHAFER STRIP 1/8 " DIA POLYESTER ROPE AROUND PIPE. TIE AND FUSE ENDS SIM TO SAND TUBES. j t _t B "' C: ., .c c_ .c C: i= ::, 0 Cl. E 0 "' "' "' " "O N I ---------------------~-------.----,----,-------------------T--71'REw:wu,------r----------------------------,~ ~ REVIEWED , WARNING -~ i o ,n ~ MICHAEL J. SINACORI, P.E. '6 IF THIS BAR DOES L-J------l--------------------+---rm1A~SS~IS~T~A~Nl_TJ;CrlT~Y~E~N~Gl~N.ta!EE:t:R!_t----------------------,------, ~ NOT MEASURE 1" DESIGNED: DRAWN: > MWH THEN DRAWING IS DJL MLS i NOT TO SCALE DATE OF ./ l ___________________________________________________________ 1 ____________________ _1 ______ _J~~.L~~:..._J!:~:'..'.:.!~~..:~::::::.. __________ .,l~~P.:,R::;~D:.Lc_H_Ec_K_E_□=-~o~C:J......J1.l:C.:32!/~~0£!.11L...---------------------.L...S-HE_E_T _____ _,u·· NO. DA TE DESCRIPTION OF REVISIONS 24 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BIG CANYON RESERVOIR FLOATING COVER REPLACEMENT C-5027 W-5340-S WATER CIRCULATION BAFFLE SECTION BAFFLE SAND TUBE WEIGHT 8" DIA, 4 FOOT SEGMENTED LENGTH EXIST AC LINER W/ 1-1/2" CONC SLURRY TOPPING SLAB. 36 MIL BLACK/BLACK REINFORCED CSPE MEMBRANE, SIM TO FLOATING COVER MATERIAL COVER MEMBRANE BAFFLE FLOAT AND ATTACHMENT TAB SEE NOTE 2 MIN FLOOR ELEVATION AS SHOWN SHOP WELD 3"3" 3" 1 1 /4" 6" TY P ATTACHMENT TAB CONTINUOUS FULL LENGTH OF BAFFLE MEMBRANE1/2" DIA SOLID BRASS GROMMET NOTE: VERTICAL AIR BAFFLE NOT SHOWN FOR CLARITY SHOP WELD ON PREFABRICATED FLOAT WRAP AIR BAFFLE ATTACHMENT TAB SIDE VIEW PLAN VIEW ALIGN GROMMETS OF BOTH SAND TUBES AND VERTICAL BAFFLE AND SECURE W/1/4" POLYESTER ROPE USING SQUARE KNOT. WRAP MIN 2" OF BITTER END W/ PLASTIC TAPE. 1/4" POLYESTER ROPE BAFFLE SAND TUBE WEIGHT VERT BAFFLE BAFFLE SAND TUBE INSTALLATION 3" 1 1 / 4 " FOLDED OVER AND SHOP WELDED BAFFLE MATERIAL (DOUBLE THICKNESS), TOP AND BOTTOM TYPICAL BAFFLE CURTAIN 6" TY P SCRIM REINFORCING SEE NOTE 1 ON SECTION B NOTES: 1. FOR VERTICAL BAFFLE ATTACHMENT TAB, MEMBRANE MATERIAL SHALL BE CUT AND WELDED WITH SCRIM REINFORCING ORIENTED PER THE MEMBRANE MANUFACTURER'S RECOMMENDATIONS AND WARRANTY REQUIREMENTS. 2. SEE DETAIL 2/C-11 FOR SPECIAL SAND TUBE CLOSURE REQUIREMENTS SPECIFIC TO BAFFLE SAND TUBE WEIGHTS. 3.BAFFLE TO BE CUT OUT TO APPROXIMATELY FIT OVER INLET PIPE. HEM CUT EDGES 2" MIN. 6" TY P 6" TY P 6" TY P 6" TY P 1 1 /4" 3" BAFFLE CURTAIN, SEAMS NOT SHOWN FOR CLARITY NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE - 2 - A FLOAT WRAP MEMBRANE C-13 14 CIVIL BAFFLE DETAILS BAFFLE FLOAT NOT TO SCALE ATTACHMENT TAB 6" DIA FLOAT FLOATING COVER 25 ' - 0 " NOTE: 1.FOLD OVER SEAM AT FLOAT ENDS (NOT SHOWN) AND BOND TO FLOAT WRAP, SIM TO DETAIL 2/C-11. 2.PROVIDE 2" CHAMFER AT FLOAT ENDS (NOT SHOWN), FULL CIRCUMFERENCE OF FLOAT. 3.PROVIDE 9'-0" LONG BAFFLE FLOATS, INSTALLED WITH 3'-0" GAPS BETWEEN. 4.BOND FLOAT TO WRAP MEMBRANE WITH CONTACT ADHESIVE ADHERE WITH MIN 6" WIDE ADHESIVE SPACED MAX 6" APART. LAYFLAT TUBE, SIM TO DETAIL 1/C-11. BONDED TO FLOAT. SEE NOTE 4. 25'- 0" W A T E R CIR CU LA T I ON B A F F L E 2'- 0 " A I R B A F F L E 36-MIL BLACK/BLACK REINFORCED CSPE MEMBRANE, SIM TO FLOATING COVER MATERIAL CSPE MEMBRANE COVER AIR BAFFLE ATTACHMENT TAB SIM, WELDED TO COVER 1. DO NOT PROVIDE FLOATS OR WEIGHTS FOR VERTICAL AIR BAFFLE. NOTE: AIR BAFFLE SECTION NOT TO SCALE 2' - 0 " AT INLET PIPE NOT TO SCALE BAFFLE SECTION WATER CIRCULATION 6'-0" 6'- 0" 2' - 6" 2'-0" C/ L OF TROU G H 6" DIA. BAFFLE FLOATS CUT OUT FOR BAFFLE (TYP). FOLD OVER EDGE AND SHOP WELD. SIM TO SECTION A/C-13. 8" DIA. BAFFLE SAND TUBE WTS. COVER FLOAT VERTICAL BAFFLE CURTAIN 3 - 1 A- 1 3 2 C-11 A 3 4 2 _/ B C-9 3 F C-9 G C-9 CJ> C ., .c a_ .c C i= ::, 0 (l_ E 0 a, LO CJ> ;, u .,-; I --------------------r-------r---,---,------------------T---lREwwrn------,---------------------------1~ -R™~ ~ MWH r-- "' co en WARNING .. E o ,n ~ MICHAEL J. SINACORI, P.E. u IF THIS BAR DOES L _ _j ____ i-------------------~----h~AS~S~IS~TA~N:!.]T__!CllT~Y~E~N~G~IN!e,!EEe!:Rl..._t---------------------,------1 ~ NOT MEASURE 1" DESIGNED: DRAWN: > THEN DRAWING IS DJL MLS ;, NOT TO SCALE DATE OF 3' l ________________________________________________________ 1 ___________________ _l ______ _l~:...l-~.'..:..-~~~::~..:::.::::::... _________ ....JL.:A:~~O~D::Lc_H_Ec_K_rn_,_;J~:£J..._1.J11.' ]O~Z;2J11L..--------------------1...sH_E_E_T ____ __,u·· NO. DA TE DESCRIPTION OF REVISIONS 4'-0" CLEARANCE BETWEEN INTERSECTING RCT FLOATS AT NIZ, TYP ALL SIDES, SEE NOTE 7 ✓ SLOPERCT c----__ CENTERLINE~ c----__ SEE:~::~'\ ~ t::::j ~ ~ SLOPE RCT FLOAT, f:::::::; SEPARATION VARIES AT BOTTOM OF SLOPE, SEE TABLE TOE OF SLOPE---------~ I I I I I I I I I RAINWATER ENHANCEMENT WEIGHT 3 (TYP 3 PER NIZ) C-15 NC-11 FOR BOTTOM SEPARATION < ~ BOTTOM RCT FLOATS TYP /_,--SHAD D AREA DEFINE GEOTEXTILE SEE NO IN EXTENT OF 5. NON-INTERFERENCE ZONE; NO WEIGHTS EXCEPT ONE SPOT WEIGHT AND RAINWATER ENHANCEMENT WEIGHTS AS SHOWN, SEE NOTE 5 TYPICAL NON-INTERFERENCE ZONE (NIZ) 1 O' _J u ,n N N SCALE: 1"=4'-0" ~ 1 NON INTERFERENCE ZONE (NIZ) 2 PLEATED C-18 TROUGH FITTING TOE OF SLOPE 1 NON INTERFERENCE ZONE (NIZ) SEE NOTE 8 :II = = = = = = = = = = = = ~ 5 TEXTURED C-12 WALKWAY t . ' . ·Y.l "•· .. '(·/, NORTHEAST CORNER PLAN 8 .f;}iJ:/ .. ~ /$-;.•';_:;~\: .,.-...... :.•t•1"-• .... ~•~rJ~:~ ~;., ..... , .• 1,0. ,,,~.,.,. . .,.,,,:.~,e.· .:.:..:.:r:f;'/:~ .. ~ii);::~1"'ff· ,...,,,.., •. 1.-.• .• ~ ... :r ,,.; ..... ..:,.,:.:,.., i;j:\~;flk•'. ,/1'.-l!f}:·:#1 .-;.:w,•;.;~. • {;{£~~~~~. "'r·,,..1t~•r>.:i . t"··•~~f, ,ft:!·'#.'ft) . .i:w~~t;.1!~·, =.:~-l).~l f'~._,, "'' .. ~--t~•·- ~:·;~;1f Jt:f~ ,., .. 1·~-:1". ...... ,,, :.t , .. _.,. ,. :J~J:..: ,.,.,.,, .:.J.,t: .. }j;j~· -; .~.:..t ~ • -·~•·••'.-".fi:,, ¥·lttt~'(!:' ~-,~-,::..,:1?.-:1· ' ~,y,.:;:.:: ........ . . :'.\.~.-.-~...:-:. ... .: '•·• :.-•-,.:.,;., q:~l-t.:J1 ....... , .. , ........ . ~-•":.JJ'.i--,J" ... • 0 ~ -I> t::i ---I • ·v-1 (jl O' v-1 TOE OF SLOPE SEE NOTES 6 AND 7 (TYP) =========== / I I I I I I ' I 1 ~ NON INTERFERENCE ZONE (NIZ) 2 PLEATED C-18 TROUGH FITTING 1 NON INTERFERENCE ZONE NIZ II I NORTHWEST CORNER PLAN SCALE: 1"=30' TOE OF SLOPE S E N TE6 SOUTHEAST CORNER PLAN SCALE: 1"=30' 5 C-12 7 C-9 SEE NOTE6 NON INTERFERENCE ZONE (NIZ) ~ PL~ TROUGH FITTING 2 C-18 INSTALL FLOATS AND WEIGHTS TO EL 302.4', BOTH SIDES OF MIXER GRILLAGE, TYP ALL MIXERS vl 0 (51 vl 0 0 NON INTERFERENCE 1 C ZONE (NIZ) TEXTURED 5 WALKWAY C-12 --- 9 C-9 O' _J u ,n N N GENERAL NOTES 1. INSTALLATION LAYOUT SHOWN BASED ON EMPTY RESERVOIR WATER LEVEL. 2. SAND TUBE WEIGHTS NOT SHOWN FOR CLARITY. SAND TUBE WEIGHTS STOP AT EDGE OF NON-INTERFERENCE ZONE 3. MEMBRANE CHAFING STRIPS NOT SHOWN FOR CLARITY. 4. LOCATE CENTER OF NON-INTERFERENCE ZONES AT TROUGH INTERSECTIONS. 5. CUT AND INSTALL ONE PIECE OF 20 OZ/SY NEEDLE PUNCHED GEOTEXTILE UNDER THE ENDS OF THE TROUGH WEIGHT TUBES APPROACHING THE NON-INTERFERENCE ZONE AND THE SPOT WEIGHT, APPROXIMATELY AS SHOWN. CUT HOLES IN THE GEOTEXTILE AS/WHERE REQUIRED TO ALLOW THE WEIGHT ATTACHMENT STRAPS TO PASS THROUGH THE GEOTEXTILE. 6. SLOPE RCT FLOAT SEPARATION SHALL BE 2'-0" AT TOP OF SLOPE (8 LOCATIONS). SLOPE RCT FLOAT SEPARATION AT BOTTOM OF SLOPE VARIES (SEE TABLE). FLOATS SHALL BE PLACED IN STRAIGHT LINES. 7. TERMINATE SLOPE RCT FLOATS AT EDGE OF BOTTOM RCT FLOAT ALIGNMENT OR SHORT OF BOTTOM RCT FLOAT ALIGNMENT TO MEET MINIMUM SETBACK DISTANCE BETWEEN FLOATS. 8. PROVIDE 20'-0" WIDE CSPE MEMBRANE OVER MIXER GRILLAGE (TYP). EXTEND DOUBLE-LAYER PATCH MIN 3' PAST GRILLAGEAT EACH END, UPSLOPE AND DOWNSLOPE. INSTALL PER NOTE 4/C-9. SLOPE FLOAT RCT SEPARATION AT TROUGH# TOE OF SLOPE #1 7'-6" #2 7'-6" #3 7'-6" #4 7'-6" #5 7'-0" #6 7'-0" #7 7'-6" #8 7'-6" C-14 E a. (!) 0 .;.: "' '-(!) 0 ......_ "' "' ;, SJ -.i= -I SCALE: 1"=30' C-9 r------------------------.--------,;----.-------,-------------------------.-----,------------r-----------------------------------1S REVIEWED BIG CANYON RESERVOIR ~ (O}) MWH WARNING 0 1/2 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS FLOATING COVER REPLACEMENT C-5027 f2 "' OJ CIVIL E ;!-MICHAEL J. SINAC0RI, P.E. CORNER TROUGH DETAILS I ~ 1------l----------1------------------------l-----l----'-'AS:;::S:::;IS::..:T.:..:A.:.NT:.....::;Cl;-:.TY.:.....::E.:.NG::;:l:.aNE==E..:R_l--_____________________ -,-______ ---I~ DESIGNED: DJL DRAWN: MLS CITY OF NEWPORT BEACH w-534o-s ~ NOT TO SCALE ------------------------------------------------------.L...------------------..L..------L-N_o • ...1,,. __ DA_T_E_.1...oE_s_cR_1P_n_o_N_o_F_R_E_v1s_1o_N_s __________ .J....AP_P_Ro_VE_DLc_H_Ec_K_ED_,..:J~DC~D-A..:~E.:,.i':,,:;3~0~2a::01,:.::2J.,.. ____ P_u_B_L_l_c_w_o_R_K_s_o_E_P_A_R_T_M_E_N_T ____ ,Ls_HE_E_T_1:.,;5::,._o_F.:2:.4..:....Jt B NOTES: .-3/B"DIA BRAIDED POLY ROPE (TYP) --1/2" BRASS GROMMET (TYP OF6) .. -WEIGHTS TOUCH AT CENTERLINE OF STRAP (TYP) ----jJ I / / ••• •.... (_. T .,/~======"' . / . 2" ~ ROPE LACING PATTERN 3" DIA RAINWATER ENHANCEMENT WEIGHT. FABRICATE WEIGHT SEGMENTS 12'-0" LONG -• WEIGHT JOINT STRAP NOTE: MID WEIGHT STRAPS NOT SHOWN. SEE SECTION C. RAINWATER ENHANCEMENT WEIGHTS AND ROPE LACING PATTERN 3 NOTTO SCALE 6" 2" C-14 2" SIDE SECTION ~ FOLDED-OVER AND WELDED COVER MATERIAL 1/2" BRASS GROMMET (TYP OF 2) 0 0 I O O O I O O O 4 0 ♦ 0 0 I O O O I O O O O I O O O I O O O 4 0 \ 0 0 I O O O I 0 . . ··~ FABRICATE FROM CSPE MEMBRANE COVER MATERIAL MIN 90 MIL THK AFTER WELDING (TYP) \~ WELD WEIGHT STRAP FULLY TO COVER 1. WELD TO COVER, SEE LAYOUT SHOWN ON DWG C-12. 2. SECTION IS TYPICAL FOR BOTH WEIGHT STRAPS AND WEIGHT JOINT STRAPS. RAINWATER RUN-OFF ENHANCEMENT WEIGHT STRAP NOTTO SCALE A N 12" (.,-J 0 0 _.> _.> (.,-J 0 U7 SOUTHWEST CORNER PLAN 1 O SCALE: 1"=30' C-9 3" -1 1/2" _ I • - SEE NITE 8/C-14 F C-18 TOE OF SLOPE == PLEATED TROUGH FITTING NON-INTERFERENCE ZONE (NIZ) NOTE: ALIGN FLOATS ON FLOOR PARALLEL TO TOE OF SLOPE AT CONTINUOUS SEPARATION PER SECTION A/C-9 2 C-18 1 C-14 GENERAL NOTES 1. INSTALLATION LAYOUT SHOWN BASED ON EMPTY RESERVOIR WATER LEVEL. 2. SAND TUBE WEIGHTS NOT SHOWN FOR CLARITY . SAND TUBE WEIGHTS STOP AT EDGE OF NON-INTERFERENCE ZONE 3. RAINWATER RUNOFF ENHANCEMENT WEIGHT STRAPS AND ENHANCEMENT WEIGHTS NOT SHOWN FOR CLARITY. 4. MEMBRANE CHAFING STRIPS NOT SHOWN FOR CLARITY. 5. LOCATE CENTER OF NON-INTERFERENCE ZONES AT THROUGH INTERSECTIONS. 6. CUT AND INSTALL ONE PIECE OF 20 O"Z/SY NEEDLE PUNCHED GEOTEXTILE UNDER THE ENDS OF THE TROUGH WEIGHT TUBES APPROACHING THE NON-INTERFERENCE ZONE AND THE SPOT WEIGHT, APPROXIMATELY AS SHOWN. CUT HOLES IN THE GEOTEXTILE AS/WHERE REQUIRED TO ALLOW THE WEIGHT ATTACHMENT STRAPS TO PASS THROUGH THE GEOTEXTILE. -- 1 ,. 5" 5" I ' - ' Ew ~ 4 NOTES: 1. LOCATE ONE WEIGHT JOINT STRAP AT EACH ENHANCEMENT WEIGHT JOINT, WITH ONE WEIGHT STRAP AT CENTER OF EACH ENHANCEMENT WEIGHT. 2. WEIGHT JOINT STRAPS ARE USED ONLY FOR RAINWATER ENHANCEMENT WEIGHTS WITH LENGTHS GREATER THAN 12'-0" WEIGHT JOINT STRAP SECTION-SIDE VIEW B NOTTO SCALE "' ' NOTES: 1. FOR SINGLE 12'-0" ENHANCEMENT WEIGHTS, LOCATE ONE WEIGHT STRAP AT MIDDLE AND ONE 2'-0" FROM EACH END (3 TOTAL) FOR EACH ENHANCEMENT WEIGHT. 2. FOR MULTIPLE ENHANCEMENT WEIGHTS(> 12'-0" LENGTH), LOCATE ONE WEIGHT STRAP AT CENTER OF EACH 12'-0" SEGMENT, WITH WEIGHT JOINT STRAPS (DETAIL B/-) BETWEEN SEGMENTS. 3. SECURE WEIGHT WITH 3/8" DIA BRAIDED POL VESTER ROPE WITH SQUARE KNOT AT EACH STRAP. MID-WEIGHT STRAP SECTION-SIDE VIEW NOTTO SCALE C C-15 E a. r--0 .;.: "' ;, .,, l[J -I ------------------~-----~---,------,---------------------,---.--R---EV-IE __ W __ ED ______ "T""" ________ B::--:-:IG=-c=A--:--:--:N:-:v=o'"'"N:-R=E=s=E=R:-:v=o-:-:1R=----------;~ (O}) MWH WARNING 0 1/2 FLOATING COVER REPLACEMENT C-5027 ~ OJ CIVIL E ;!-MICHAEL J. SINACORI. P.E. CORNER TROUGH DETAILS -II ~ IF THIS BAR DOES 1-----l-------1---------------------1-----1-:::~A:';:SS~IS,;:T:;::AN~T..:C,-IT~Y,:-:E~N:;:-Gl~NE::::E:,:,.R--f--------------------,---------t ~o NOT MEASURE 1" T~~~ ~~Ari:NAi~s DESIGNED: DJL DRAWN: MLS CITY OF NEWPORT BEACH W-5340-S J L _____________________________________________________ _._ __________________ ....1... ______ .,_N_o_ ...... _o_A1_E_ ....... o_Es_c_R1_Pn_o_N_o_F_R_E_v1_s1_0N_s __________ ...1-A_PP_R_o~_D~c-H_E_cK_E_o,_J~o~c ..... DA_~~l'~3~0~2~0~12 ... ____ P_u_B_L_1_c_w_o_R_K_s_o_E_P_A_R_T_M_E_N_T ___ _._s_H_EE_1_1_6_oF_2_4__,0 24 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BIG CANYON RESERVOIR FLOATING COVER REPLACEMENT C-5027 W-5340-S HAMMER THREADED ROD ENDS OVER SO THAT NUTS WILL NOT UNSCREW OR TACK WELD NUT TO STUD FLOAT WRAP SEE NOTE 1 TIGHTEN FASTENER TO COMPRESS FOAM AS SHOWN (NUT BELOW SURFACE OF FOAM) TOP LAYER BONDED TO BOTTOM LAYER WITH CONTACT ADHESIVE COVER NUT & WASHER WITH 6" DIA PATCH OF COVER GEOMEMBRANE; WELD TO HATCH FLOAT WRAP 1/8" THICK x2" ODx5/16" ID SS WASHER & 1/4" SS NUT 2" MIN COVER BONDED TO FLOAT WRAP 1/8"x1" BUTYL SEALANT 2 STRIPS; 4 SIDES HATCH FLANGE 1/8" THICK 1/4" SS NUTS & WASHER (DOUBLE NUTS) 1/4" SS THREADED ROD 6 3/4" OC COVER MEMBRANE (DOUBLE-LAYER). SEE NOTE 4. FLOAT WRAP SEE NOTE 1 BOTTOM LAYER HATCH FLOAT ASSEMBLY TOP LAYER HATCH FLOAT ASSEMBLY EXISTING 5052 AL HATCH OR NEW BILCO STYLE E-50 (OR EQUAL) 9'-0" 7'- 0 " 36" SQ INSIDE OPENING 4" X 24" X 3' FOAM (TYP 3 PLACES) 4"x24"x9' FOAM (TYP 2 PLACES) 4"x24"x3' FOAM (TYP 2 PLACES) 4"x24"x7' FOAM (TYP 3 PLACES) 7'- 0 " 9'-0" 2'-0"3'-0"4'-0" 2'- 0" 3'- 0" DRILL HOLES IN HATCH FLANGE FOR FASTENING TO FLOATS HATCH FLOAT ATTACHMENT ACCESS HATCH DETAIL SCALE: 1/2"=1'-0" SECTION NOT TO SCALE 3'- 7 " SQ UA R E 3'- 0" SQ UA R E 3'-4 1/2" TYP 6 3/4" HATCH FLANGE HATCH FASTENER BOLT PATTERN DETAIL SCALE: 1/2"=1'-0" SHADED AREA DENOTES AREA OF COVER BOND TO FLOAT WRAP 2" MINIMUM ALONG EDGES OF FLOAT AND 2" ALONG ALL CUT EDGES OF COVER CUTS IN COVER MEMBRANE TO INSTALL HATCH FLOAT ALL CUT EDGES TO BE CAP-STRIPPED ACCESS HATCH INSTALLATION SCALE: 1/2"=1'-0" DETAIL NOT TO SCALE TOP LAYER FLOATS COVER NYLON ISOLATION WASHERS NOT TO SCALE DETAIL HATCH FLOAT ATTACHMENT BOTTOM LAYER FLOATS NOT TO SCALE 2'- 0" TOP LAYER HATCH FLOAT FOAM - 1 DOUBLE-LAYER CSPE MEMBRANE. SEE NOTE 4. C-9 6 - 2 - 1 - A - 2 - 4 - 5 - A - 5 - 4 - 3- 1 - 7HATCH VENT - 3 TOP LAYER HATCH FLOAT FOAM 36" SQ INSIDE OPENING HATCH VENT NOT TO SCALE - 7 HATCH INSTALLATION COVER END W/ SS 24 MESH SCREEN, ATTACH W/ SS BAND CLAMPS 2" DIA 6061-T6 AL PIPE SEAL WELD FULL CIRCUMFRENCE HATCH COVER C-16 17 CIVIL ACCESS HATCH DETAILS 1.PROTECT AND RE-INSTALL EXISTING HATCHES W/ NEW FLOAT FOAM ASSEMBLIES. PROVIDE NEW HATCHES WHERE EXISTING ARE DAMAGED OR UNSUITABLE AS DETERMINED BY CITY'S REPRESENTATIVE AND/OR WHERE NEEDED FOR QUANTITY. DO NOT REINSTALL FOAM FLOAT ASSEMBLIES. 2.ALL DETAILS SIMILAR FOR NEW AND EXISTING HATCH ASSEMBLIES. 3.DIMENSIONS SHOWN ON THIS DWG ARE FOR 3' x 3' HATCH ASSEMBLIES. EXISTING 4' x 4' HATCH ASSEMBLIES ARE SIMILAR, WITH 8' x 10'' OVERALL PLAN DIMENSIONS. 4.PROVIDE 15' SQUARE DOUBLE-LAYER CSPE MEMBRANE ON COVER, CENTERED OVER EACH 3'x3' HATCH FLOAT ASSEMBLY. INSTALL PER NOTE 4/C-9. 4'x4' HATCH FLOAT ASSEMBLIES SHALL BE INSTALLED IN LARGER DOUBLE-LAYER PATCHES OVER MIXER GRILLAGE. 5.NEW HATCHES SHALL BE PROVIDED WITH ALL 316 STAINLESS STEEL HARDWARE. SEE SECTION 05500. TYP BOTTOM LAYER HATCH FLOAT FOAM C-19C- B TYPTY 3 SIDES (FOR NEW FLOAT ASSEMBLIES)AOTDESF GENERAL NOTES r - I. 6" I I I CJ> C ., .c a_ .c C i= ::, 0 0.. E 0 a, LO .. - CJ> ;, u <D I ---------------------~-------.----,----,-------------------T--7riiE'vi'Ewrr1------r----------------------------,~ -R™~ ~ MWH r---"' co en WARNING .. E o ,n ~ MICHAEL J. SINACORI, P.E. u IF THIS BAR DOES L-J------l--------------------+---rrif1A~SS~IS~T~A~N1TJeCrlTtY~E~N~Gl~N.ta!EE:t:R!_t----------------------,------, ~ NOT MEASURE 1" DESIGNED: DRAWN: > THEN DRAWING IS DJL MLS ;, NOT TO SCALE DATE OF 3' l ___________________________________________________________ 1 ____________________ _1 ______ _J~~.L~~:..._J!:~::.!~~..:~~::...----------..l~~P.:.R:;:~D:Lc_H_Ec_K_E_D,_,:!!D~:J......l1.l:'-:3~~~0£!.11L... _____________________ ...._s_HE_E_T _____ _,u·· NO. DA TE DESCRIPTION OF REVISIONS 24 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BIG CANYON RESERVOIR FLOATING COVER REPLACEMENT C-5027 W-5340-S SECTION PLAN COVER SS HOSE CLAMP (TYP) 21 " + /- 18 1/2" OD 6" 1'- 8 " T Y P F L O A T 3'- 4 " F L O A T COVER ENCASE ETHAFOAM FLOAT WITH CSPE MEMBRANE 30 GAL HDPE TANK RYAN HERCO #7106.006 OR EQUAL WITH PROTRUDING UPPER LIP AND REMOVABLE LID (LID NOT SHOWN FOR CLARITY) ENCASE 3'-4" x 5'-4" THICK ETHAFOAM FLOAT W/CSPE MEMBRANE COVER MATERIAL 3" QUICK-CONNECT FEMALE COUPLER (TYP OF 2) SHANK ADAPTOR (TYP OF 2) POWER AND CONTROL CABLES SEE PLAN. APPROX 150 LBS SS RODS BALLAST (SEE NOTE 3). SMOOTH ALL EDGES TO MIN 1/8" RADIUS. SPACE RODS EQUALLY AROUND PERIMETER. AFFIX TO SUMP W/ SS BAND CLAMPS 4" DIA HDPE DRAIN PIPE SUBMERSIBLE SUMP PUMP SEE NOTE 4 3" SLIP X MALE THREADED ADAPTOR HDPE TANK WITH LID SPIRALITE 2000 EPDM SUCTION HOSE RE-USED 3" @ NEW PUMPS & NEW 4" @ EXISTING PUMPS 1.INSTALL EXIST DISCHARGE HOSE WITH CONTINUOUS UPWARD SLOPE TO RESERVOIR PERIMETER (NO LOW SPOTS). SEE DWG M-1 FOR LOCATION. 2. EXTEND CONT POWER AND CONTROL CABLES TO SUMP PUMP CONTROL PANEL LOCATED AT RESERVOIRS CONCRETE CURB. CONNECT CABLES TO PANEL. 3.BALLAST WEIGHT SHALL BE CONFIRMED FOLLOWING SUBMITTAL OF SUMP PUMPS. SUBMITTAL SHALL INCLUDE WEIGHT OF EACH PUMP. 4.FOUR (4) NEW SUMP PUMPS SHALL BE INSTALLED. SEE DWG C-9 FOR NEW SUMP PUMP LOCATIONS. 5.TWO (2) EXISTING SUMP PUMPS SHALL BE INSTALLED IN NEW SUMP ASSEMBLIES. SEE DWG C-9. 6.REUSE EXISTING DISCHARGE HOSE, COUPLER AND ADAPTOR FOR DISCHARGE HOSE LOCATED BETWEEN SUMP PUMP AND 6" DIA PVC DRAIN PIPE. CUT / TRIM DISCHARGE HOSE ENDS AND RECONNECT QUICK-CONNECT COUPLERS X/ NEW SS CLAMPS. EXISTING HOSE WILL BE INSPECTED BY CITY REPRESENTATIVE DURING CONSTRUCTION TO DETERMINE CONDITION AND ACCEPTANCE FOR REUSE. 7.COAT EXPOSED PVC PIPE, VALVES, AND FITTINGS PER SECTION 09800. DO NOT COAT PVC SURFACES INSIDE THE SUMP (BELOW TANK LID). SUMP PUMP AND APPURTENANCES NOT SHOWN FOR CLARITY 3'- 0" P L A T E 1'- 6 " T Y P (PL A T E ) 3'-0" x 5'-0" x 1/4" THK AL PLATE W/CHECKER PATTERN ON TOP. SMOOTH ALL EDGES TO 1/8" RADIUS. BOTTOM SHALL BE FLAT AND SMOOTH. BALLAST WEIGHT RODS, EIGHT SHOWN. OTHERQUANTITY MAY BE ACCEPTABLE BASED ON WEIGHT. SEE NOTE 3. 21" OD (APPROX) MIN 4" WIDE STRIP OF DOUBLE LAYER CSPE MEMBRANE 3'-2"x5'-2" OD, TOP OF FLOAT EPDM SUCTION HOSE 3" @ RE-USED EXIST PUMPS & 2" @ NEW PUMPS(TYP) SAND TUBE WEIGHTS 1" RADIUS (TYP) NOT TO SCALE - 1 NOT TO SCALE C-9 11 - 1 3" 90 DEG PVC ELBOW AL PLATE PVC FLAP CHECK VALVE, 2" W/ 2"x3" INCREASER @ NEW PUMPS; 3" W/ 3"x4" INCREASER @ RE-USED EXIST PUMPS. ASSEMBLY DETAIL FOR NEW SUMP PUMPS FLOAT ASSEMBLY FOR NEW SUMP PUMPS C-17 18 CIVIL SUMP PUMP DETAILS THREADED OUTLET 5'-4" LONG FLOAT NOTE: DISCHARGE HOSE/CONNECTIONS, SEE NOTE 6 ; I 3'-4" CL RCTCC 1/2 " DIA HOLES, 2" (NOM) OC BOTTOM AND SIDES (TYP) CONTROL PANEL MOUNTING DETAIL RESERVOIR EXIST SUMP PUMP CONTROL PANEL (SPCP) EXIST UNISTRUT SUPPORT STRUCTURE SERVICE ROAD TO POWER SUPPLY EXIST CONCRETE CURB INSTALL NEW STRAIN RELIEF GRIP FOR POWER AND CONTOL CABLES REINSTALL EXIST 6 HP POWER/ CONTROL CABLES (2) AND INSTALL NEW 2 HP POWER/ CONTROL CABLES (4). PROVIDE NEW CABLES PER SPECS TO SUMP PUMP ABOVE COVER FLOATING COVER EXIST LINER NOT TO SCALE C-9 14 EXIST SST EYE BOLT 1.BEFORE THE FLOATING COVER DEMOLITION BEGINS LOCKOUT/TAGOUT ALL POWER TO ALL SIX PUMP CONTROL PANELS. DISCONNECT AND REMOVE ALL SIX COVER PUMPS AND THEIR LEVEL SWITCHES. SAFELY STORE THE PUMPS AND SWITCHES IN A SECURE BUILDING. 2.ONCE THE NEW COVER HAS BEEN INSTALLED REINSTALL TWO OF THE ORIGINAL COVER PUMPS AT THE LOCATIONS INDICATED WITH NEW HIGH WATER LEVEL SENSORS. AT THE OTHER FOUR PUMP LOCATIONS INSTALL THE NEW PUMPS SPECIFIED WITH NEW THE HIGH WATER LEVEL SENSORS. 3.AT EACH PUMP CONTROL PANEL PROVIDE NEW CABLE GLAND SEALS AND KELLUM STRAIN RELIEF FITTINGS AS NEEDED FOR THE PUMP POWER AND LEVEL SENSOR CABLES. 4.AT THE FOUR PUMP CONTROL PANELS WITH NEW PUMPS REPROGRAM THE EXISTING LOAD CONTROL INC. MODEL PMP-25 PUMP CONTROL MONITOR WITH THE NEW PUMPS NAMEPLATE DATA. 5.REPLACE THERMO OVERLOAD ELEMENTS LOCATED IN MOTOR STARTER (PUMP CONTROL PANEL) AT NEW PUMP LOCATIONS. ADJUST ANY MOTOR PROTECTION SETTINGS REQUIRED. 6.TEST ALL PUMPS FOR CORD INSULATION RESISTANCE, WINDING RESISTANCE, CORRECT ROTATION, RUNNING AMPS, AND VOLTAGE BALANCE. TEST ALL HIGH WATER LEVEL SENSORS FOR CORD INSULATION AND PROPER OPERATION. TEST ALL PUMP CONTROL PANELS FOR PROPER OPERATION. CORRECT ANY PROBLEMS FOUND AND RETEST THE EQUIPMENT. REPEAT UNTIL ALL PUMPS, LEVEL SWITCHES, PUMP CONTROL PANELS, AND CORDS FUNCTION PROPERLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PARTS AND LABOR TO OBTAIN PROPER FUNCTION. ELECTRICAL NOTES : 2" PVC UNION (FOR NEW PUMPS ONLY) RE-USE EXIST, 6-HPSP-1 TYPEPUMP ID SP-2 SP-3 SP-4 SP-5 SP-6 INSTALL NEW, 2-HP INSTALL NEW, 2-HP INSTALL NEW, 2-HP INSTALL NEW, 2-HP RE-USE EXIST, 6-HP LEVEL SWITCH W/ 1" THREADEDA CONNECTION. SEE SECTION 17107.N CONDUCTANCE PROBES NOT SHOWN.O PVC SLIP FLANGE BELOW FEMALE THREADED PIPE END. 1" PVC PIPE W/ OPEN END. EXTEND CONDUCTANCE PROBE INSIDE 1' - 2 " CLE A R B E L OW P I P E LEVEL SWITCH -- . . ., . . . • • : ... • .. .,f ·"' .•. " . •. :.,~_ •• _.i , ... vvv /VVVVVVVV'v'. V 'r4 '..L-~....;:../ ~ ::..L /'vjVVVVVVV vvvvvvvv /VfVVVVVVV vvvvvvvv 'v]VVVVVV Vl/VVVVVVi vvvvvvv V VVVVV VV~,-><,,V VVVV V vtvv v v>{)vvvv vv V V V V I I I L 0 ---HO- 0 I 7 I I I I I I I I I I I I I I _______________ _J 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c,, C: ., .c: Q_ .c: C: i= ::, 0 I]_ E Q_ 0 0 N c,, ;, "O r-.: I .---------------------r--------,--r----,------------------,----,;::;:;-;;;:;;;;:;;;------,-----------------------------i::3--RE~EWED + MWH "' r--"' co WARNING .. E o ,n ~ MICHAEL J. SINACORI, P.E. ~ "O IF THIS BAR DOES 1 ---1-------1--------------------t----l-;;;:,;;AS';;S:;;IS!;;T~AN~T_C~IT~Y;-E~N~G~IN~EE::;R'--t---------------------r------. -l':o NOT MEASURE 1" I- THEN DRAWING IS DESIGNED: DJL DRAWN: MLS : NOT TO SCALE 3' NO DATE DESCRIPTION OF RE~SIONS APPROVED CHECKED: DATE: SHEET OF L __________________________________________________________ ...JL ____________________ .1.... ______ .J......:_· .1..._:....:........J.:..:.... ____ ....; ____________ ...J. ___ ..1.,. ___ ~JD:,:;C:..i......:1.,.1 '-.:3~0._2~0~1~21-____________________________ __,0 24 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BIG CANYON RESERVOIR FLOATING COVER REPLACEMENT C-5027 W-5340-S NO SCALE SCALE: 1" = 2' NEW COVER OVER EXISTING INLET GRILLAGE EXISTING 48"Ø RCP EXISTING PIPE SUPPORTS 3" AC + 1 1/2" NEW CEMENT SLURRY NEW DOUBLE LAYER CSPE COVER - (MATERIAL LENGTH = 37-6") 10'-0" 1'-0"4'-0"1'-0" EXISTING 48" DIA INLET PIPE CONC PAD 3' - 0 " 3'- 0" NEW DOUBLE LAYER CSPE COVER EXISTING 2" 316 SS PIPING (TYP) EXISTING INLET STRUCTURE 4'-0" 1'- 0" SUPPORT ANCHOR, TYP NEW COVER OVER EXISTING INLET PIPE NO SCALE 13'-0" 612" DIA 5' LONG SAND TUBE TYP EA SIDE OF INLET PIPE. SEE NOTE 2. 19'-3" TYP 13'-0"19'-3" NEW 612" DIA. 5' LONG SAND TUBE TYP EA SIDE OF INLET PIPE. SEE NOTE 2. CLCC CLCC 4" X 12" FLOAT TYP EA SIDE OF SAND TUBE 4" X 12" FLOAT TYP EA SIDE OF SAND TUBE 4"PERF PIPE, TYP 4" PERF PIPE 4" PERF PIPE EXISTING PIPE SUPPORTS EXIST 3" AC + 1 1/2" NEW CEMENT SLURRY EXISTING 2" 316 SS PIPE EXISTING SS ANCHOR PLATE NEW DOUBLE LAYER CSPE COVER - (MATERIAL LENGTH = 37-6") TOE OF SLOPE CLCC NEW 612" DIA. 5' LONG SAND TUBE TYP EA SIDE OF INLET PIPE. SEE NOTE 2.4" X 12" FLOAT, TYP EA SIDE OF SAND TUBE 4" PERF PIPE C-18 19 CIVIL GRILLAGE DETAILS NOTES : 1.EXISTING RESERVOIR DETAILS ARE TAKEN FROM 2004 BCR FLOATING COVER AND DISINFECTION FACILITIES RECORD DWGS (C-3037) - CONTRACTOR SHALL FIELD VERIFY CONDITIONS AND NOTIFY THE ENGINEER OF DEVIATIONS FOUND. 2.SAND TUBES, PLACEMENT AND STRAP LACING IN TROUGHS PARALLEL TO INLET PIPE SHALL BE SIM TO DETAIL 4/C-12. 3.SAND TUBES, PLACEMENT AND STRAP LACING IN TROUGHS PARALLEL TO MIXER GRILLAGE SHALL BE SIM TO DETAIL 6/C-12. NEW COVER OVER EXISTING GRILLAGE ADJACENT TO VALVE VAULT 13'-0" 4'-3"10'-0" 19'-3" 10'-6" 48" DIA INLET PIPE E C-9 C C-9 D C-9 2'-6" TYP 2'-6" TYP 2'-6" TYP 2'-6" TYP 2'-6" TYP 2'-6" TYP 2'- 0 " 6'- 0" 3'- 0 " 5' - 0" 5'-0"4'-0"5'-0" 2'-6" 1 1 NEW CSPE FLOATING COVER RESERVOIR FULL NEW CSPE COVER - RESERVOIR EMPTY NEW 612" DIA. 3' LONG SAND TUBE TYP.SEE NOTE 3. AC 1'- 9 " T Y P EA S I D E NEW 4"X12" FLOAT TYP EA SIDE EXIST SS PIPE EXIST MIXER 20'-0" WIDE DOUBLE LAYER CSPE MEMBRANE. CENTER OVER GRILLAGE. SEE NOTE 8/C-14. NO SCALE NEW COVER OVER EXISTING GRILLAGE AT MIXER ASSEMBLY (TYP)F C-9 () NO SCALE PLEATED TROUGH FITTING 2 C14 2 C15 RESERVOIR TOE-OF-SLOPE TROUGH FULLY WELDED 3" SEAMS, ALL AROUND (FIELD SEAM) VISIBLE FOLD FOLD BENEATH MIXER GRILLAGE C/L MIXER SLACK TROUGH (SIMILAR FOR INLET PIPE SLACK TROUGH) PLEATED TROUGH FITTING (TYP BOTH SIDE OF GRILLAGE) 1' (TYP) 4' 5' 3' (TYP) 2' SHOP SEAM SECTION B HH 6' 8' FULLY WELDED SHOP SEAM SECTION A HEIGHT : MIXER SLACK TROUGH H = 1'-1" INLET PIPE SLACK TROUGH H = 1'-9" (LOOKING EAST) (LOOKING EAST) (LOOKING EAST) PLAN VIEW FULLY A - B - FLOATING COVER 21" EXTEND MIXER SLACK TROUGH WEIGHTS 21" PAST BOTTOM TROUGH FLOATS (TYP). " ~~ ~~~~ ~~~~~~ ~~~ E T -L E A T R O P K 2 C 4 4 . 4 I <l ,'.I 4 ,'.I • <J I <1 ll .• ,'.I <J 4 4 4 ,'.I . 4 . <1 <l • ,'.I 4 4 4 . <l 4 <1 • 4 4 7 • <l 4 / / / / / / I / / / / / / /2 /, I O> C: ., .c: a_ .c: C: i= ::, 0 I]_ E a_ D D N O> ;, "O 3: w z I ro I ----------------------,---------,-,----,--------------------T---TiifviEivE:0------7,------------------------------i~ -R™~ ~ MWH r--"' ro en WARNING .. E o ,n ~ MICHAEL J. SINACORI, P.E. -o IF THIS BAR DOES L-J------l--------------------+---rrif1A~SS~IS~T~A~N1TJeCrlTtY~E~N~Gl~N.ta!EE:t:R!_t----------------------,------, ~ NOT MEASURE 1" DESIGNED: DRAWN: > THEN DRAWING IS DJL MLS 1---------1 ;: g, NOT TO SCALE DATE OF ~ l ___________________________________________________________ 1 ____________________ _1 ______ _J~~.L~~:..._J!:~::.!~~..:~~::...----------..l~~P.:.R:;:~D:.Lc_H_Ec_K_E_D,_,:llD~C:J......J1.l:'-:3~~~0£!_11L...---------------------.L...S-HE_E_T _____ _,u·· NO. DA TE DESCRIPTION OF REVISIONS 24 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BIG CANYON RESERVOIR FLOATING COVER REPLACEMENT C-5027 W-5340-S 1.COVER MEMBRANE IS CUT TO INSTALL PIPE VENT FLOAT UNDERNEATH, SIMILAR TO A VENTED TROUGH (BOTTOM-SIDE) FLOAT (SEE SPECS). 2.BOTTOM OF COVER IS WELDED TO TOP OF FLOAT WRAP, ALL CUTS CAP STRIPPED/PATCHED. 3. RE-USE EXISTING ALUM PIPES (SEE DWG C-2) AND PROVIDE 5 ADDITIONAL, NEW ALUM PIPES (10 TOTAL). NEW FLOAT ASSEMBLIES (10 TOTAL) SHALL BE PROVIDED FOR ALL (DO NOT RE-USE EXIST FLOATS). DOUBLE LAYER CSPE VENT ATTACHMENT TAB (BETWEEN BASE PLATE AND PIPE FLANGE), 18" SQ 1/4" THICK 50 DURO NEOPRENE OR EDPM GASKET EXTEND MIN 1/4" BEYOND FLG PL. 1/2" X 10" X 10" X AL BASE PLATE DOUBLE LAYER CSPE VENT ATTACHMENT TAB (LAMINATED TOGETHER), CLAMPED BETWEEN BASE PLATE AND 2" PIPE FLG. W/EDGES WELDED TO TOP OF COVER/FLOAT ALL AROUND W/ 3" MIN SEAM 1" RADIUS FLOAT ENDS AROUND TOP NEW 2" DIA 6061-T6 AL PIPE OR RE-USE EXISTING. SEE NOTE 3. 1/4" X 6" SQ AL FLANGE PL TO WELD AL PIPE 24" W I D E F L O A T 9" 1/2" SS FASTENERS (TYP) MIN 1/8" RADIUS ROUNDED EDGE ON BASE PLATE ALL AROUND, TOP AND BOTTOM EDGE, INCLUDING CORNERS BASE PLATE TO BE DRILLED & COUNTERSUNK AS REQ'D FOR FLATHEAD FASTENERS (TYP) SEE SECTION B FOR DETAIL VENT FLOAT - 24" X 48" X 8" WHERE SHOWN, TIGHTLY AND FULLY ENCASED IN COVER MEMBRANE 3" UNION (HOLDS SCREEN) 24 MESH SS BIRD/INSECT SCREEN 4" DIA CORRUGATED SINGLE WALL POLYETHYLENE PIPE, CONNECT TO TEE MIN 3" WIDE LOOSE-FITTING CSPE MEMBRANE SOLVENT WELDED TO FLOATING COVER 4" X 4" POLYETHYLENE TEE WITH SELF LOCKING TABS AT 50' ± INTERVALS AROUND PERIMETER OF BOTTOM TROUGH CONTINUE RISER TO THE OUTSIDE EDGE OF FLOATS 6" 3" SEAM TYP HORIZONTAL PIPE ON TOP OF SAND TUBES, SEE SECTION A/C-12 NOTES: 1.INSTALL RISERS AT MAX 50' SPACING AROUND BOTTOM TROUGH AND WITHIN 5' OF EACH SUMP, EITHER SIDE. DO NOT INSTALL IN NON-INTERFERENCE ZONE. 1/2" RADIUS ROUNDED CORNERS (TYP) C-19 20 CIVIL FLOATING COVER VENT DETAILS 48" LONG FLOAT, FULL LENGTH NOT SHOWN NOT TO SCALE - ASECTION NOT TO SCALE C-9 12PIPE VENT NOT TO SCALE C-12 2DRAIN PIPE RISER DETAIL - A 2'-0" BOND TOP AND BOTTOM SURFACE OF BASE PLATE TO THE CONTACTING CSPE MEMBRANE WITH BR-700 CONTACT ADHESIVE. FLOAT CL BBB - TYP BOTH SIDES NOT TO SCALE TYPICAL FLOAT VENT TUBES C-16 B 4' - 0" 1" WELD TO FLOAT WRAP (TYP) BOND CSPE TO CUTOUT FOAM W/ CONTACT ADDHESIVE FULLY ENCAPSULATE INSIDE OF CUT-OUT W/ CSPE MEMBRANE. 0.12" THICK, 3" O.D. SQUARE 316 SS TUBE W/ ROUNDED EDGES (TYP). GRIND ENDS SMOOTH TO 0.06" RADIUS. 3" TYP 15 C-9 WATER LEVEL INDICATOR 1. ELEVATIONS TO BE VERIFIED BY SURVEYING. 2. SOLVENT WELD NUMERALS AND ELEVATIONS LINES TO MOUNTING SHEET. FIELD WELD MOUNTING SHEET TO COVER. 3. FIELD LOCATE AFTER FINAL COVER IS IN FIXED POSITION. NOTE 3" X 5'-0" LONG WHITE CSPE STRIP, WELDED TO MOUNTING SHEET AT 5-FOOT INCREMENTS (TYP) 3" X 3'-0" LONG WHITE CSPE STRIP, WELDED TO MOUNTING SHEET AT 1-FOOT INCREMENTS (TYP) 18" TALL BLOCK NUMERALS MADE OF WHITE CSPE, WELDED TO MOUNTING SHEET IN 5-FOOT INCREMENTS FROM 265 TO 300. 36 MIL OR 45 MIL BLACK CSPE MOUNTING SHEET BOTTOM OF RESERVOIR (REF) NOT TO SCALE BASE PLATE, FLANGE AND COVER NOT SHOWN FOR CLARITY. r----- 1 I I I I I I I I I I --+--------7 ------7 I I I I I I I ,::::1=~:::....__...::::::::::!;: I I I I I I I I I ______ _J --+--___ _J I ( ( ----- _;"-, a I J J y - ,,--... ~ - ----- V JV - ) c,, C: ., .c: Q_ .c: C: i= ::, 0 I]_ E Q_ 0 0 N c,, ;, "O "' I ---------------------~-------.----,----1r===d... ________________ T--7riiE'vi'Ewrr1------r----------------------------,~ -R™~ ~ MWH r--"' co en WARNING .. E o ,n ~ MICHAEL J. SINACORI, P.E. u IF THIS BAR DOES L-J-------l--------------------+---rrif1A~SS~IS~T~A~N1TJeCrlTtY~E~N~Gl~N.ta!EE:t:R!_t----------------------,------, ~ NOT MEASURE 1" DESIGNED: DRAWN: > THEN DRAWING IS DJL MLS ;, NOT TO SCALE DATE OF 3' l ___________________________________________________________ 1 ____________________ _1 ______ _J~~.L~~:..._J!:~::.!~~..:~~::...----------..l~~P.:.R:;:~D:Lc_H_Ec_K_E_D,_,:!!D~:J......l1.l:C.:3~~~0£!.11L... _____________________ ...._s_HE_E_T _____ _,u·· NO. DA TE DESCRIPTION OF REVISIONS 24 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BIG CANYON RESERVOIR FLOATING COVER REPLACEMENT C-5027 W-5340-S C-20 21 CIVIL VACUUM-BREAKING VENT DETAILS 3' - 5 " S Q U A R E 2" TYP 11 " 11 " 1" TYP 2"x1"x.120" 316 S.S. TUBING 2"x1"x.120" 316 S.S. TUBING 18 " O D LID HANDLE (TYP 2) SLOT BELOW TYP 2 PLACES 1'- 0" 8" 2" 1" 3" 1'-6"1'-6" 30 . 0 0 ° ° 2" T Y P . 1-1/2"x3/16" SS FLATBAR (1 OF 8) 10"x.025 SS MESH ALL AROUND. TACK WELD TO FRAME 16 GA SS HOOD 2x 2x 0.080 SS WIRE CLOTH TACK WELD TO FRAME 1" 2" 5" 2"x1"x.120 316 S.S. TUBING 1" 1-1/2"x3/16" SS FLATBAR (1 OF 8) RING 1/8" 1/8" 1/8" SEALANT STRIP, CURB CLAMP PLATE AND FLOAT ASSEMBLY, SIM TO DETAIL 14. R13'-6"± 2"x1/4" FOAM GASKET BONDED TO LID 7/16"Ø HOLE IN FRAME & 7/16"x9/16" VERTICAL SLOT IN LID FOR LOCKING LUG (TYP FOR OPPOSITE SIDE) SECTION A 16 GA S.S. LID 16 GA S.S. LID NTS (INSTALL AT INLET PIPE) EXISTING VACUUM-BREAKING VENT TYPICAL FLOAT ASSEMBLY DIMENSION TO SUIT ROOF CURB DIM E N SION T O SU IT R OO F CU RB 5" 5"3" 3" 3" 1 1/4" 1 1 /4" 5" 1" 1" 5" 5" 1/4" DIA STUD (OR BOLT) PROJECTION AND NYLON ISOLATION WASHERS AND SLEEVE (TYP) 1/4" THICK STAINLESS STEEL PLATE 3/8" DIA HOLE (TYP) 1'- 0" 9 1 /2" 8" PLAN ELEVATION 8" 4" 1/4" DIA X 9 1/2" LONG SS THREADED ROD, WELDED TO 1/8" THICK PLATE (TYP OF 9)6" X 6" X 1/8" THICK STAINLESS STEEL PLATE 8" THICK FOAM ENCASED IN CSPE MEMBRANE (MEMBRANE NOT SHOWN FOR CLARITY) 2" WIDE COVER BOND TO FLOAT WRAP (HATCHED AREA) VACUUM-BREAKING VENT ASSEMBLY BOTTOM PLAN CURB CLAMP PLATE UPSLOPE (TYP) ASSEMBLE WITH 1/4" DIA STAINLESS STEEL FASTENERS CAPSTRIP WELDED TO COVER AT NEW VENTS (DETAIL 14) (TYP OF 2) NEW VACUUM-BREAKING VENT AT SPILLWAY AND OUTLET PIPE FLOAT (TYPICAL) COVER CUT TO FORM OPENING GRAVITY VENTILATOR SEE SPECS AND NOTE 4. ROOF CURB SEE SPECS DRILL HOLES IN FLANGE OF CURB, MATCH HOLES AS SHOWN IN CURB CLAMP PLATE (TYP) 2- BANDS, 1/8" THICK X 1" WIDE, POLYSOBUTYLENE SEALANT STRIP AROUND HATCH FLANGE CSPE MEMBRANE COVER TO SUIT VENT OPENING COVER GEOMEMBRANE CURB CLAMP PLATE QUADRANT FOR MANUAL DAMPER CONTROL (NORMALLY OPEN/AUTO OPERATION) 1. PROVIDE INTAKE, RELIEF, OR PASSIVE GRAVITY VENTILATORS WHERE SHOWN. VERIFY PROPER ORIENTATION OF LOUVERS FOR INTAKE, RELIEF, OR PASSIVE OPERATION PRIOR TO INSTALLATION. 2.POSITION NEW VACUUM-BREAKING VENT AT CENTER OF SPILLWAY BOX AND ABOVE OUTLET PIPE OPENING. 3.POSITION RE-INSTALLED EXISTING VACUUM-BREAKING VENT ABOVE INLET PIPE OPENING. 4.PROVIDE ROOF CURBS WITHOUT INSULATION. 4 EQ SPACES 4'-0" FOR EXIST VENT (DETAIL 13) 3 EQ SPACES 8" 4" 2'- 0" TY P 8 EQ SPACES NEW VENTS (DETAIL 14) TYP OPPOSITE SIDES 5 E Q S P A C E S N E W V E N T S ( D E T A I L 1 4 ) TYP OPP OS IT E SID E S 3 E Q S P A C E S E X I S T V E N T (DE T A I L 1 3 ) TYP A L L 4 SID E S 6 E Q S P A C E S E X I S T V E N T (DE T A I L 1 3 ) TYP A L L 4 SID E S NTS NTS CAP STRIP NTS NTSNTS 4" 4" 6'-0" FOR NEW VENTS (DETAIL 14) ADDITIONAL 8"x1'x2'-6" FLOATS (TYP OF 2) FOR REINSTALLED EXIST VENT ONLY (DETAIL 13). 3"GAP (TYP) EXIST VENT ONLY (DETAIL 13) GENERAL NOTES 1 - 2 - A - A - A - 13 C-9 3 - 3 - A - 14 C-9 1 -2 - 3 ' ' I I I I 71 l l I I I ~ I -I +t I I ' ' ,--+- ,-- - T -H- t - " 1, I I I -jt+ - ! .A ! ! ! -- 1 1 /2" WIT;/ I STAINLESS STEEL, ~ j I \_ ~ • -a "'-J I it-ii II II II II II II lL _JJ ---- II I II I II I II I _ll I B- ,--r-~---------+---,---------jj---7 I 0 o -~ ___ __:_ ____ o ____ ~---~-o o I 0 0 0 0 0 I I I L ______________ ~ I I I I I I I 'f--------------------,1 I I 1/4" MAX I 0 ----~r-- ,---------------7 1 I I I o I I I , I I I I I I ' I I I I I I I I ' I I Io _____________ o I I I I I I o -o-+----;-----o-----;-----+-;-0 o I L_~it---c--------------:--~--~ LL II II I II II I II II I II II I " lL _l I ------- CJ> C Q) .c a. .c C i= ::, 0 0.. E a. 0 0 N ~ N "-LO ~ N CJ> ~ "O 0 N I .---------------------r--------,--r----,------------------,----,;::;:;-;;;:;;;;:;;;------,-----------------------------i::3--RE~EWED + MWH "' r--"' co WARNING .. E o ,n ~ MICHAEL J. SINACORI, P.E. ~ "O IF THIS BAR DOES 1 ---1-------1--------------------t----l-;;;:,;;AS';;S:;;IS!;;T~AN~T_C~IT~Y;-E~N~G~IN~EE::;R'--t---------------------r------. -l':o NOT MEASURE 1'' I- THEN DRAWING IS DESIGNED: DJL DRAWN: KVT : NOT TO SCALE 3' NO DATE DESCRIPTION OF RE~SIONS APPROVED CHECKED: DATE: SHEET OF L __________________________________________________________ ...JL ____________________ .1.... ______ .J......:_· .1..._:....:........J.:..:.... ____ ....; ____________ ...J. ___ ..1... ___ ~JD:.:;C:..i......:1._1 '-.:3~0._2~0~1~21-____________________________ __,0 DRAIN PIPE cP ~ 305----~--''----+Jl'-llfl]lt-f-t----_:c_____-----------~I ooo~----,----;:==+-~~"""--4™t;:;lhrH---,----~-...-----,------,----,---,-------r------,-__,---,-------r-------r. 275 -------t-------'------------~ 280 -111---,---,--------,------,-__,---,-------r------,----,r-t-~:2 g i;;.......-,------,-------r------,-~+-:::crr1t--Httt m++--.-~---,--------,------,----,---,-------r-----r__,~--,-------r-::2 9 ~-,-----,------.-----.--F~~-=c::::-=c::=::__,---,-------r------,----,~---,----~- ---------+--------------1-----u:jHt----fijfTT-----------290 +-----~;::;=f::ct£Miou:i::::::::::::::~----~c::..___ I-----.J,::::------f----------+*~ffl---t-------"c;::-------------285-----'---------------~----- l------------f----------"""t""'=t!!l-%=:~=l=i-----"'~----------280--------f=~=t---------~---" --, 5 PIPE ANCHOR i-------------+i~-~;-+1------------1-=irnlttllfl™rt---t---i1t;i-;r---------21s---r---------1~-ew_3M~~~~~=="""'::::::::--____:::,~:-- , ___ • -!-+-+----•-----_• -'-s--------270 --+-------==1;=====------------==~::----.::::i~ -----------========-======= Gii77 s===-~ -==== ===- ========== r-----X--X--X--X--X--X--+-:X--X--X--X--X--~P- /-'{- CHARGE HOSE 1 NNECTION 1 DO GENERAL NOTES 1. NEW FLOATING COVER AND APPURTENANCES NOT SHOWN IN PLAN 2. COAT PVC DRAIN PIPE PER SECTION 09800. 3. PROVIDE AND INSTALL NEW PIPE SUPPORTS (BETWEEN EXISTING SUPPORTS) PER DETAIL 4/M-3, AS REQUIRED TO MEET THE MAXIMUM SUPPORT SPACING PER SECTION 15006. EXISTING SUPPORTS SHALL BE MODIFIED PER DETAILA/M-2. (1YP) 4. PROVIDE BEND FITTING AS SHOWN AT RESERVOIR CORNERS. IT IS NOT ACCEPTABLE TO MAKE UP BENDS USING JOINT DEFLECTION OR BENDING OF PIPE. /-'{-,---, ll l(r-'{-: ~ : j u SP 2 , ___ J M-2 SIM 0 3 E IS 4" IA VC BU IE D IN l ___ ,sl n I -1 u DISCHARGE HOSE Lr' '/-..-> .-> 0 I M-2 I /i EAST CONNECTION TO M-2 EXIST PVC DRAIN PIPES 0 3i5 0 I I a I L ___ J ,----, '□' l~i ,. __ _ 0 3" DISCHARGE HOSE 0~ SLOPE (TYP FOR SP-2, P-3, SP-4, SP-5). SEE DWG C 17. I SUMP PUMP DISCHARGF HOSE, SEE NOTE 6 ON DETAIL 1/C-17. CONNECr HOSE TO DRAIN Pia: \ \ SP-5 =========================== = ==-~~~~-r -a#'-\\\ CONNECTION 6" DIA PVC DRAIN PIPE, TYP. 0 1 M-2 SIM DISCHARGE HOSE CONNECTION /\,:, (Q c,:, BIG CANYON RESERVOIR FLOATING COVER REPLACEMENT C-5027 M-1 E a_ N r') r') CJ' " "O ~ 0 I ~ ,-... 11) ,-... r') OJ (O}) MWH MECHANICAL E MICHAEL J. SINACORI, P.E. DRAIN PIPE PLAN ~ l~OTTHl~E~~~R~Of,? l--___je-------1------------------l----1---'-'ASaaaS;:a;IS.;..;.TA;a.;,NT.:.....;:;;CIT'-'"Y....:Eaa.;.N;;;aGINc..:EaaaER.;..._t--------------------r---------li THEN DRAWING IS DESIGNED: DRAWN: Ill"" CITY OF NEWPORT BEACH W-5340-S " WARNING 0 1/2 NOT TO SCALE r:.1I ·.; 0 3 APPROVED CHECKED: .JC DA~l: 30 2012 PUBLIC WORKS DEPARTMENT SHEET 22 OF 24 i NO. DATE DESCRIPTION OF REVISIONS 24 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BIG CANYON RESERVOIR FLOATING COVER REPLACEMENT C-5027 W-5340-S M-2 23 MECHANICAL DRAIN PIPE SECTIONS SCALE: 3/16" = 1'-0"M-1 3 SOUTH CONNECTION TO EXISTING PVC DRAIN PIPE PLAN SCALE: 3/16" = 1'-0"M-1 2 EAST CONNECTION TO EXISTING PVC DRAIN PIPE PLAN BATTEN BAR 6" PVC DRAIN PIPE EXIST CONCRETE CURB BATTEN BAR EXIST CONCRETE CURB BATTEN BAR ANCHOR EXIST AC PAVEMENT EXIST CONCRETE ANCHOR CURB 3:1 EXIST UNISTRUT ANCHORED TO CONC CURB, SEE DETAIL 5/C-3 INSTALL NEW UNISTRUT P2558 PIPE CLAMP W/STEEL SHIELD ON EXISTING UNISTRUT SUPPORTS, TYP OC SPACING DIMENSION TO BE VERIFIED IN THE FIELD OC SPACING DIMENSION TO BE VERIFIED IN THE FIELD SCALE: 3/16" = 1'-0"M-1 1DISCHARGE HOSE CONNECTION PLAN EXISTING SUPPORT PER DETAIL A/M-2 OR NEW SUPPORT PER DETAIL 4/M-3. (TYP) SEE NOTE 1. 6" PVC DRAIN PIPE 3" DIA THD NIPPLE, CONNECT TO 3" QUICK-CONNECT FEMALE COUPLER ON DISCHARGE HOSE LOCATE FITTING TO ALIGN ABOVE SUMP PUMP PER FIELD DIRECTION BY CITY REP ℄ CONC CURB PVC 6" X 3" (S X THD) TEE FITTING 6" PVC DRAIN PIPE EXISTING SUPPORT PER DETAIL A/M-2 OR NEW SUPPORT PER DETAIL 4/M-3. (TYP) SEE NOTE 1. 15 8" x 1'-2" UNISTRUT P1100 CHANNEL SUPPORT W/ TWO 12" DIA SS EPOXY ADHESIVE ANCHORS (SEE SPEC 05500) 7" 7" MAX 4'-0" SPACING (TYP) SCALE: 3/16" = 1'-0"M-1 ATYPICAL DRAIN PIPE SECTION 6" DIA PVC DRAIN PIPE. COAT PIPE PER SPEC SECTION 09800. 4" DIA DRAIN PIPES, TYP. COAT EXISTING ABOVE GRADE PIPE PER SPEC SECTION 09800. JOINTS AND FITTINGS NOT SHOWN FOR CLARITY. 4" DIA DRAIN PIPES, TYP. COAT EXISTING ABOVE GRADE PIPE PER SPEC SECTION 09800. JOINTS AND FITTINGS NOT SHOWN FOR CLARITY. 7" 4" FEMALE IPS X 4" FEMALE SOCKET PVC ADAPTER. SLIP FEMALE SOCKET OVER EXISTING PVC PIPE STUB 4" MALE IPS X 4" FEMALE SOCKET PVC ADAPTER SCALE: 3/16" = 1'-0"M-1 BTYPICAL DRAIN CONNECTION SCALE: 3/16" = 1'-0"M-1 CTYPICAL DRAIN MANIFOLD 4" MALE IPS X 4" FEMALE SOCKET PVC ADAPTER 6" MALE IPS X 6" C900 GASKET ADAPTER (TYP) 6" X 6" X 4" X 4" X4" SCH 80 PVC REDUCING MANIFOLD W/FEMALE THREADED IPS ENDS, CUSTOM FABRICATED. NORMAL PRESSURE <5PSI, MAX PRESSURE 30 PSI. 1. PROVIDE NEW PIPE SUPPORTS BETWEEN EXISTING SUPPORTS, AS REQUIRED TO MEET SUPPORT SPACING REQUIREMENTS. SEE SPECS. NOTES : NEW PIPE SUPPORT SEE NOTE 1 M-3 4 SPACING MAY VARY. CONTRACTOR FIELD VERIFY. AS R E Q'D , 1 0 " M A X EXPOSED CLEANOUT PIPE ANCHOR MAX 4'-0" SPACING (TYP) EXIST 4" PVC PIPE 4" PVC UNION . CONTRACTOR TO FIELD VERIFY EXISTING DIMENSIONS ..... NEW EXIST EXTENDED PIPE SUPPORT M-3 7 ℄ MAX 2'-0" (TYP) EXTENDED PIPE SUPPORT M-3 7 EXTENDED PIPE SUPPORT M-3 7 M-3 5 M-3 6 SCH 80 PVC PIPE W/SOCKET ENDS (TYP) THREADED JOINTS - C 0 0 0 0 ., LI . " <1 " ., LI . " <1 " t, _<1 .,. , ., LI ., .. • " ., ., . -.,· ~ 4 <I ., LI " ~ <1 d LI ·4 .. 4 <1 4 .. LI <1 • " LI " 4· "' .4 i 4 <1 <1 4. <1 • ·" ~ t-- - ., ., --~ t .. ... ... LI- <1 ~ <I 4 ., 2% I ., , ... " I \_ . ., . <1 : " LI . " ,, I/,'------,/ 1,----Y ' 1, , I\ ' I/ , I\ ' , , ' -t- -7 -fl I <I I I I .1 I • • I I I I ·-· I I • • I •. •• I • I I-•· I I.• I I' L _J ... • .4 _..; 0 0 . t- . I I I\ I -----\ -e-------,-3---- < ----- \ 0 )--r 0 0 B I 0 -I ~ I I -f-~--,-~I I '----... ../ '----... ../ 0 0 C <1 > <1 • - /,,.--I'- IT Tl \ ; --... I I I -~ v I il~v I ~ I I I I I I I I I I I ~ ~ .. i I TJ •d _· I 111 LI- f ~ JlJI""' • <1 LI - I / -4 <1 ... " <1 .. • <1 ..., LI ------- )-- 0 I I - "---../ "---../ 0 I I --±--±-" 4 "" • • <1 -: 'fl:-.. .---- . '--' ---. -d --+-----1---" <1 _. LI ~ \._ + ------i ---0 B - I I --r "---../ I ---±- ----+-- <1 .. 4 ~ I -< ---- - 0 I I ~ 0 -., ~ --<1-:.. ~ ., . '-I ,4'-.,/ t ..• - - -·-• ... ... \ <1 .. ~ O> C: ., .c: a. .c: C: i= ::, 0 0.. E a. 0 0 N O> ;, "O <'l 0 I .---------------------r--b=d.----,--r----,------------------,----,;::;:;-;;;:;;;;:;;;------,--------------------------,3-RE~EWED ,-.. MWH IO ,-.. "' co WARNING .. E o ,n ~ MICHAEL J. SINAC0RI, P.E. ~ "O IF THIS BAR DOES 1 ---1------1--------------------t-----l-;;;:,;;AS';;S:;;IS!;;T~AN~T_C~IT~Y;-E~N~G~IN~EE::;R'--t---------------------r------. -l':o NOT MEASURE 1" I-- THEN DRAWING IS DESIGNED: DJL DRAWN: MLS : NOT TO SCALE 3' NO DATE DESCRIPTION OF RE~SIONS APPROVED CHECKED: DATE: SHEET OF L __________________________________________________________ ...JL ____________________ .1.... ______ .J......:_· .1..._:....:........J.:..:.... ____ ....; ____________ ...J. ___ ..L,. ___ ~JD:,:;C:..i......:1.,.1 '-.:3~0._2~0~1~21-____________________________ __,0 24 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BIG CANYON RESERVOIR FLOATING COVER REPLACEMENT C-5027 W-5340-S M-3 MECHANICAL DRAIN PIPE DETAILS 1 1/2"1 1 1/2"1 1/4" STEEL PLATE HANGER PIPE ANCHOR GUSSETS FOR 6" DIAMETER PIPE AND LARGER 58" DIAMETER BOLTS WITH LOCKNUTS 'E' DIAMETER CONCRETE ANCHORSS WITH LOCKWASHERSSSSSS SEE SPECIFICATIONSSEOOOEE SEE DR A W I N GS 6" 1"1" 10"0 2"2"2"2" NOTES: 3/1663/16 1. GALVANIZE ALL PARTS AFTER FABRICATION 2. ALL BOLTS, ANCHORS, NUTS AND LOCKWASHERS SHALL BE GALVANIZED UNLESS OTHERWISE NOTED 3. FOR ADDITIONAL REQUIREMENTS SEE SPECIFICATION SECTION 15006 EXPOSED CLEANOUT THREADED JOINT ALL EXPOSED CLEANOUTS SHALL HAVE RAISED HEAD PLUG, AS SPECIFIED PIPE CLAMP, GRINNELL/POWER-STRUT SERIES 3126, UNISTRUT 2558 OR EQUAL. PROVIDE STEEL PROTECTIVE SHIELD WITH LOOSE FIT AROUND PIPE AT CLAMP. GALVANIZED FRAMING SUPPORT , SIZE AND GAUGE TO MATCH EXISTING SUPPORTS. PROVIDE UNISTRUT P1100, GRINNELL/POWER-STRUT SERIES OR EQUAL. SEE SPECS FOR MAXIMUM SPACING. (TYPICAL) 1. FOR ADDITIONAL REQUIREMENTS SEE SPECIFICATION SECTION 15006 FACE OF SLOPE PIPE SUPPORT NOTES: 1/2" DIAMETER GALVANIZED ADHESIVE ANCHOR W/NUT AND LOCKWASHER (TYP). SEE SPECS 'Z' FITTING UNISTRUT SERIES P-1479, GRINNELL/POWER-STRUT NO PS-756, OR EQUAL (TYP) PIPE CLAMP UNISTRUT SERIES P-2558, GRINNELL/POWER-STRUT SERIES PS-3126 OR EQUAL (TYP). PROVIDE STEEL PROTECTIVE SHIELD WITH LOOSE FIT AROUND PIPE AT CLAMP. 1. FOR ADDITIONAL REQUIREMENTS SEE SPECIFICATION SECTION 'PIPE SUPPORTS' TOP OF CURB EXTENDED PIPE SUPPORT NOTES : 1/2" GALVANIZED CONCRETE ANCHOR, WITH NUT AND LOCKWASHER (TYP), SEE SPECIFICATIONS. GALVANIZED FRAMING SUPPORT UNISTRUT SERIES P-5500, GRINNELL/POWER-STRUT SERIES PS-150, OR EQUAL NO SCALENO SCALENO SCALE NO SCALE AS R E Q ' D 3'-0" MAX TYPICAL PIPE BEND AT RESERVOIR CORNERS NO SCALE 6" PVC PIPE 3'-0"333333333333 "3 0-3 0 3'-0"33333 0000000030333000 PIPE SUPPORT TYP. CUSTOM FABRICATED AWWA C-900 BEND. FITTING ANGLE TO MATCH CURB ANGLE. SEE DWG C-1. EXISTING CONCRETE CURB 7. 5 ° + / - APPROX CONCRETE CURB HORIZONTAL DEFLECTION. CONTRACTOR TO FIELD VERIFY. SEE DWG C-1. 1'-6" 1'-6" M-2 7 M-1 8 M-1 6 M-1 5 M-2 4 - 6 • • j • .. 1, .. ... . ~, : I It .. .. .. 1 I It I t • • t t 1 I p 4t It > t> p t> ptt 1 I ' .. .. .. I ,1 t t I .. . . .. .. .. .. t> .. p p p t> .. p t> V I> V • • • • • • • • • ., V . I> V I> V I> V I> • • • • • • • • • • • . . I> . I> . I> V I> • V I> V • • • r;: :;i' • • • • • 11 1t • • • • • . . I> V I> V • • • • • • :;i"' I> V r,: . I> V • I> ::i I> V • . r;: • ' . ,, 1' • • ·t1 • ' • • • • r---- ~-------'t"-7 ----7 ,-+------ ' 0 \ \ 0 L I I I I I I I I I I ' I / 0 - O> C: ., .c: a. .c: C: i= ::, 0 0.. E a. D D N O> ;, -0 r<) D I ---------------------------,---------,--r----,r------------------------r---,iiE'viiiE:o--------T-------------------------------------12 p R™~ ~ MWH WARNING 0 1/2 .. r---"' co en E "}, ~ MICHAEL J. SINACORI, P.E. -o IF THIS BAR DOES L-J------l--------------------+---rrif1A~SS~IS~T~A~N1TJeCrlTtY~E~N~Gl~N.ta!EE:t:R!_t----------------------,------, ~ NOT MEASURE 1'' DESIGNED: DRAWN: > THEN DRAWING IS DJL MLS 1---------1 ;: NOT TO SCALE DATE OF ~ g, L __________________________________________________________ JL ____________________ L ______ _L~N~o;_ . .L~D~A~TE:.,__J~D'.:E::sc!R:'.!IP:.!T:.'.:10:N_:o;:::F_R:::E~VJ:_:s:10:N::s ___________ l.:A:.;PP.:,R:,::o~VE:::D:Lc_H_Ec_K_E_D,~JD~c:J......l1.!.1'c.:3~0~2~0il1i2L... _____________________ ..... s_HE_E_T _____ _,0