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HomeMy WebLinkAboutW_5320_S:::r:: ~ m z 0 t, ii:1 z => f ~ I :::r:: I..,._ ADAMS Al/f.. CITY OF COSTA MESA \IICTORLol 19TH Project Location VICINllY MAP NO SCALE BAKER ~ Q ~ <D ORANGE COAST COLLEGE ORANGE CO. F.oJRGROUNDS ~ 0 <D ~ ~ ;i; ~ il: t- ~ & '-'(<._ 0'& ® ~, ~~-i Cl f, 9..::S '-'~ 0 3 CD Utt VERSI TY Cle BAY 9 -=> <::::i :,: 1,CITY 0:: be <( /, OF BIS u AV~ S,1>'> NEWP BEA ~ BONITA CYN (SEE SHEET INDEX MAP ON SHEET 2) ----- -+O+- s " " Gas F T Cb ------- L CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG SYMBOL LEGEND PROPERlY LINE LOT LINE CENTERLINE NEW WATER MAIN NEW VALl/f. NEW FIRE HYDRANT SEWER LINE EXIST WATER LINE GAS LINE ELECTRICAL LINE TELEPHONE LINE CABLEVISION LINE EXIST CURB OR CONC EDGE DETAIL NUMBER SHEET NUMBER POWER POLE SI! I SANITARY SEWER MANHOLE FIRE HYDRANT ] •NH WATER METER BOX I C H GAS METER ,;s, EXISTING VALVE Fffi=1 ELECTRICAL VAULT POWER POLE ANCHOR BLOCKWALL 0 TREE .LLL LLL LLL .LLL ASPHALT PAVEMENT '::'i'i'i'i',' ; ; , ; ; ; :1 ;r:, :C:•: BRICKWALK I I CONCRETE ~ttttaata BUILDING STREET LIGHT EMERGENCY TELEPHONE NUMBERS AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY AT&T CITY OF NEWPORT BEACH (UTILITIES DEPT.) COUNTY SANITATION DISTRICTS ADELPHIA CABLE COt.iMUNITY CABLEVISION UNDERGROUND SERVICE ALERT TELEPHONE 800-624-8153 800-611-1911 611 949-644-3011 714-962-2411 949-542-6222 949-720-4040 800-422-4133 CITY OF IRVINE ~- ~~ 'a, ~ U.C.I. GENERAL NOTES: 1. ALL WORK SHALL CONFORM TO THE CITY OF NEWPORT BEACH "DESIGN CRITERIA, STANDARD SPECIAL PROVISIONS & STANDARD DRAWINGS FOR PUBLIC WORKS CONSTRUCTION" 2004 EDITION, AND WHERE APPLICABLE, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREENBOOK") LATEST EDITION ADOPTED BY THE CITY OF NEWPORT BEACH. 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. STATIONING REFERS TO CENTERLINE OF STREETS AND IS PROVIDED FOR REFERENCE ONLY UNLESS NOTED OTHERWISE. 4. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS AND UTILITIES DEPARTMENTS 48 HOURS IN ADVANCE OF ANY WORK IN THE PUBLIC R/W. THE PUBLIC WORKS PHONE NUMBER IS (949) 644-3311 AND THE UTILITIES DEPARTMENT PHONE NUMBER IS (949) 644-3011. PUBLIC WORKS DEPARTMENT 5. THE CONTRACTOR SHALL VERIFY ALL EXISTING GRADES COMPARED TO PROPOSE GRADES PRIOR TO INSTALLNG WATER MAINS OR POURING CONCRETE. IF A DISCREPANCY IS APPARENT BETWEEN FIELD CONDITIONS AND WHAT IS INDICATED ON THE PLANS, THE CONTRACTOR SHALL CONTACT THE DESIGN ENGINEER FOR RESOLUTION. CENTRAL BALBOA 6. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH WITH ADJOINING IMPROVEMENTS. ALL REINFORCING STEEL SHALL BE GRADE 60, EPOXY COATED, CONFORMING TO ASTM A775 AND D3963. WATER AND SEWER IMPROVEMENTS C-4067 7. ALL PIPE SHALL BE BEDDED PER CITY OF NEWPORT BEACH STD-106-L. ALL SAND FOR BEDDING SHALL HAVE A MINIMUM SE 30. ALL WATER MAINS SHALL HAVE A MINIMUM COVER OF 36" FROM FINISHED SURFACE. 8. ALL WATER MAIN FITTINGS SHALL BE DUCTILE IRON MECHANICAL JOINTS WITH RETAINER GLANDS UNLESS SPECIFIED OTHERWISE. FITTINGS SHALL CONFORM TO AWWA STANDARDS C-104, C-110, C-111, & C-153, ALL WATER MAIN FITTINGS SHALL HAVE AN 8 MIL LOOSE POLYETHYLENE ENCASEMENT PER SECTION 207-9.2.6 OF THE CITY STANDARD SPECIFICATIONS. AB APPROVED: APPROVED: PUBLIC WORKS DIRECTOR DEPUTY PUBLIC WORKS DIRECTOR/CITY ENGINEER ABBREVIATIONS MIN DATE: R.C.E. 36106 DATE: R.C.E. 47961 AC APWA AGGREGATE BASE ASPHALT CONCRETE AMERICAN PUBLIC WORKS N NO NTS oc PCC PLCS PVC PVMT RAD REINF RET MINIMUM NORTH NUMBER BLDG BS BW CF CIP CLR CMU CONC DBL DIA D/S E ASSOCIATION BUILDING BOTTOM OF STAIR BOTTOM OF WALL CUBIC FOOT OR CURB FACE CAST IN PLACE CLEARANCE CONCRETE MASONRY UNIT CONCRETE DOUBLE DIAMETER DOWNSTIREAM EAST s s = SD NOT TO SCALE ON CENTER or ON CURVE PORTILAND CEMENT CONCRETE PLACES POLYVINYL CHLORIDE PAVEMENT RADIUS REINFORCEMENT RETAINING SOUTH SLOPE EX or EXIST FF EXISTING FINISHED FLOOR ss STD STL ST STORM DRAIN SANITARY SEWER STANDARD STEEL FG FL FS GLV HORZ HP ID INV L FINISHED GRADE FLOWLINE FINISHED SURFACE GALVANIZED HORIZONTAL HIGH POINT INSIDE DIAMETER INVERT LEFT "AS BUILT" These "As Built" plans were prepared from contractor supplied markups following construction completion. The engineer of record makes no warranty cs to the accuracy of the contractor supplied date end it is assumed ell date shown hereon hos been built cs indicated. PREPARED BY : TC TG TS TW TYP STL ST UBC VERT w W/ STREET TOP OF CURB TOP OF GRATE TOP OF STAIR TOP OF WALL TYPICAL STEEL STREET UNIFORM BUILDING CODE VERTICAL WEST WITH POTHOLING FOR UTILllY LOCATIONS: THE CONTRACTOR IS RESPONSIBLE FOR POTHOLING ALL EXISTING UTILITIES WHICH MAY BE AFFECTED BY THE WORK, AND TO VERIFY POINTS OF CONNECTION AND POTENTIAL CONFLICTS. NO SEGMENT OF WORK FOR NEW PIPELINE SHALL BEGIN UNTIL THE CONTRACTOR HAS POTHOLED AND VERIFIED POINTS OF CONNECTION AND RELATED CONNECTION MATERIAL REQUIREMENTS, AND COORDINATED THE FINAL LAYOUT OF THE NEW PIPELINE WITH THE CITY REPRESENTATIVE, INCLUDING ADJUSTMENTS DUE TO FIELD CONFLICTS WITH OTHER UTILITIES OR STRUCTURES ABOVE OR BELOW GROUND. APPROVAL RECOMMENDED APPROVAL RECOMMENDED NCI Nolan Consulrlng!II Inc 26901 Camino de Estrella, Suite D Capistrano Beach, Colifomio 92624 Ph: 949.24-0.7555 fax: 949.24-0.0755 UTILITIES DIRECTOR GENERAL SERVICES DIRECTOR Civil Engineering and Project Manage,nent R.C.E. NO. 52646 DATE DATE DATE WA lER CONSTRUCTION NOTES CD 0 @ @ @ @ @ @ @ @ @ @) Furnish end Install 8" C-900 (CL 200) PVC Weter Mein & DI Fittings Per Typical Trench Section Indicated. See Sheet 2 for T)Piccl Trench Section Details. Furnish end Install 6" c-goo (CL 200) PVC Weter Mein & DI Fittings Per Typical Trench Section Indicated. See Sheet 2 for T)Piccl Trench Section Details. Remove end Replace Existing Weter Mein With New B" C-900 (CL 200) PVC Weter Mein & DI Fittings Per T)Plccl Trench Section Indicated. See Sheet 2 For Typical Trench Section Details. Remove end Replace Existing Water Mein With New 6" C-900 (CL 200) PVC Weter Mein & DI Fittings Per T)Piccl Trench Section Indicated. See Sheet 2 For Typical Trench Section Details. Remove Existing Weter Service Line From the Existing Weter Main to the Weter Meter end Install New 1 • Weter Meter Service to the New Weter Mein, Including Meter Box end Cover Per City Std-502-L. Remove Existing Weter Service Line From the Existing Weter Mein to the Weter Meter end Install New 2" Weter Meter Service to the New Weter Mein, Including Meter Box end Cover Per City Std-503-L. Furnish end Install 8" RW Gate Valve (CL-150), Including Anchor Blocks, Valve Box, Riser & Cover Per City Std-508-L, Std-510-L-C, Std-511-L. Furnish end Install 6" RW Gate Valve (CL-150), Including Anchor Blocks, Valve Box, Riser & Cover Per City Std-508-L, Std-510-L-C, Std-511-L. Remove and Dispose Interfering Portions of Existing Weter Mein to be Abandoned (Including Valves, Fire Hydrants, end Appurtenances). Return Existing Fire Hydrants and Weter Valves to the City Utilities Yard ct 949 W. 16th Street. Abandon Existing Weter Mein. Furnish & Install 8" DI Tee (Type cs Indicated). Furnish & Install 8"x6" DI Tee (Type cs Indicated). Furnish & Install 6" DI Tee (Type cs Indicated). Furnish & Install 8"x6" DI Reducer (T)Pe As Indicated). Furnish & Install 8" DI Bend (Angle & Type cs Indicated). Furnish & Install 6" DI Bend (Angle & Type cs Indicated). Furnish end Install Fire Hydrant Assembly, Including Gate Valve, Bury, Thrust Blocks, & Lateral per CNB Std-500-L. Furnish end Install 8"x12" Hot Tep to Existing 12· ACP Weter Mein Per CNB Std-507-L. Remove Exist 12" Gate Valve end Install 12" RW Gate Valve (CL-150), Including Anchor Blocks, Valve Box, Riser & Cover Per City Std-508-L, Std-510-L-C, Std-511-L. Furnish and Install Transition Coupling end Fittings to Join Existing Weter Mein. Verify Point of Connection end Existing Conditions to Confirm Required Fittings Prior to Installation. Construct Cone Coller ct Vclve(s) per Details on Sheet 14. Furnish & Install 12-3/4" O.D. Asphalt Coated Steel Casing Per City Std-529-L. Carrier Pipe to be 6" C-900 PVC Pipe. Furnish & Install 16" O.D. Asphalt Coated Steel Casing Per City Std-529-L. Carrier Pipe to be 8" C-900 PVC Pipe. Furnish & Install Thrust Block Per City Std-510-L (A,B,C,D, or E) As Applicable. Furnish & Install 6"x4" DI Tee (Type cs Indicated) with 4" RW Gate Valve Including Anchor Block, Valve Box, Riser, end Cover Per City Std-508-L, Std-510-L-C, Std-511-L. @ Remove Existing Reinforced PCC Boardwalk to Nearest Full Panel end Reconstruct With 6" PCC end No. 4 Bers @ 16" EW. Finish Concrete Surface to Match Existing end Restripe To Meet Existing Condition. Dowel Into Adjacent Concrete Per City Std-105-L-B. @ Furnish end Install 4" C-900 (CL 200) PVC Water Mein & DI Fittings. 9 THRUST BLOCKS SHALL BE INSTALLED ON ALL WATER MAIN FITTINGS AND VALVES IN ACCORDANCE WITH CITY STD-510-L (A,B,C,D&E) AS APPLICABLE, REGARDLESS OF WHETHER THEY ARE SHOWN ON THE PLANS. 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF NEWPORT BEACH FIRE DEPARTMENT 48 HOURS IN ADVANCE OF SHUT DOWN OF ANY FIRE HYDRANTS. THE CONTRACTOR SHALL NOTIFY THE CITY FIRE DEPARTMENT 48 HOURS IN ADVANCE OF ANY TRAFFIC LANE CLOSURES. 11. THE CONTRACTOR IS RESPONSIBLE FOR ALL WATER MAIN DEWATERING AND DISPOSAL ACCORDING TO LOCAL AND REGIONAL PERMITTING REQUIREMENTS AND DISCHARGE REGULATIONS. 12. ALL HARDWARE FOR FLANGED JOINTS, HARNESS ASSEMBLIES, FITTING RESTRAINTS, TRANSITION COUPLINGS, MECHANICAL JOINT HARWARE, AND FASTENERS SHALL BE THREADED FASTENERS FABRICATED FROM 316 STAINLESS STEEL AND COATED LIBERALLY WITH AND APPROVED ANTI-SEIZE COMPOUND. 13. ALL FLANGED JOINTS SHALL BE JOINED WITH CLOTH REINFORCED BUTA-N RUBBER FULL FACED GASKETS. 14. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE DURING THE CONSTRUCTION PERIOD. 15. WALLS AND FACES OF EXCAVATIONS GREATER THAN 5 FEET IN DEPTH SHALL BE EFFECTIVELY PROTECTED BY A SHORING SYSTEM. SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN 5 FEET IN DEPTH SHALL BE PROTECTED WHEN INSPECTIONS INDICATE THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 16. THE CONTRACTOR SHALL INSTALL #10 GAUGE INSULATED TRACER WIRE ON ALL NEW PVC WATER MAINS. CONTACT CITY UTILITIES REPRESENTATIVE ALEX SOTO AT (949) 718-3410 FOR INSTALLATION INSTRUCTIONS. 17. THE CONTRACTOR SHALL CONTACT ALEX SOTO (949) 718-3410 OF THE UTILITIES DEPARTMENT REGARDING UTILITY POTHOLING THROUGHOUT THE DURATION OF THE PROJECT. 18. THE CONTRACTOR SHALL RELOCATE METER BOXES TO PROPERTY LINE UNLESS OTHERWISE DIRECTED BY CITY PERSONNEL. THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTING THE WATER SERVICE ON THE PRIVATE SIDE OF THE METER TO NEW DEPTH AND LOCATION AS PER CITY STD-502-L AN STD-503-L. SEWER CONSTRUCTION NOTES @ Remove Existing Manhole end Base end Replace Manhole Per CNB Std-401-L. Match Inverts As Per Existing Condition. Backfill All Excavation Voids With Clean Send. Resurface Outside of Concrete Coller with Minimum 4" AC Hot Mix. Remove Exist 8" Sewer (Exist Concrete or VCP Pipe) end Replace With 8" Extra Strength (XS) VCP Sewer. Bedding, Backfill end Trench Resurfacing Shell Be Similar to Section Indicated On Plan Except Tracer Wire is Not Required. Remove end Reconstruct 8" Extra Strength (XS) VCP Sewer For Point Repair As Per T)Piccl Detail 16 on Sheet 14. Verify Location by Video & Coordinate With CNB Utilities Division Prior to Excavation. Bedding, Backfill end Trench Resurfacing Shell Be Similar to Section Indicated On Plan Except Tracer Wire is Not Required. Construct New 48" Diameter Manhole Per City Std-401-L Remove end Replace Existing 6" Sewer Lateral Per City Std-405-L, Including Fittings end Couplings. Verify Locations Within Mainline Replacement Limits. Lateral Replacement Length to Extend to Property Line as Directed by the City Representative. Reconnect Existing Sewer Lateral from New Mein to Join Existing Sewer Lateral ct Locations Directed by the City Representative. Remove Existing Manhole Vault Complete. Estimated Size is 8'Lx10Wx8'D. Backfill to Within 12" of Grade end Pave With 4" AC over 8" AB. Coordinate with New Manhole Work. Join Exist Sewer Mein with Couplings @ 5' From OCSD MH. Remove Existing Clecnout end Re-Establish Service Lateral Connection Per City Std-405-L, Including Fittings end Couplings. Verify & Coordinate Locations with City Representative Prior to Starting Work. C-4067 REVISIONS APPROVAL RECOMMENDED Central Balboa NO. DATE BY APPROVED f-"1 "'-10=5~20~1~1-+-'K=N-'-t_"~A~s ~B=u=il~t'_' -----------+-----1 ASSISTANT CITY ENGINEER R.C.E. NO. 46214 DATE: DESIGNED BY: DRAWN BY: >----1------<f-----1---------------+----~ KN KN >----1------,f-----1---------------+----~CHECKED BY: DATE : KN 02/2010 Water and Sewer Improvements TITLE SHEET CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PROJECT NO. W-5320-S SHEET 1 OF 14 Adjacent Structure &: Exist Pvmt z I-0 :z: -" ~ -I-ll: ::, , I /I ,1--'""-'""---1~ 0: ,--'5---~ ~-- I I I\ I I\ I I 11 I I I 11 I I )I I I-I I l I I --• .,..,-: .-:--_ -~cc~~,1-., =-=-------... L Exist 20' Cone Alley w/Conc Gutter ~ Varies I ' ~ ~ 0: 1-._ " f'- ( 1-._ Varies u 1e en y Adjacent Structure '1 I ~ f'-or Exist Pvmt 8 _ _ _ Concrete E~~ite;: ~J 1 4 , ~ S L -~ _,.--f-----1 ----1---,-r,-------rl~:'11TPJe-1 !------U--Jlc--1--,-.,.--:-r tt r u ,:::::,J,I ----L -.:. '-t-,-...,.;... -1---C.. ~ Water Meter Box or :::,J---..___ Utility Vault (Typ) Water Meter Box or = i Protect & Reset Flush Utility Vault (Typ) ~ -"'2 ,..._ w/New Pvmt as Required Protect &: Reset Flush u ~ ...... ~ .. , Adjacent Structure & Exist Pvmt , I /I ,-1 ,,, ) ~ ,,, Varies 0: .?, u Vories Field Verify ~ O'. "' Exist 1 O' Concrete Alley {) ~ {) I I ' Vories ~ 1-._ f'-( 1-._ Adjacent Structure or Exist Pvmt ) ; ~Exist 4' ( ~ 1 a. 1 . Concrete Gutter. _ ~ r-----1---i--,...._ -~ 1 -----0-1[ 7T tn;,',-!...,... --,-,_,_ ---= =r\_'.l ~ =----- Water Meter Box or~ ~ --L ..:.._,+ :..-__L.. ---lb== Utility Vault (Typ) ~ Protect & Reset Flush 3: ~ Water Meter Box or w/New Pvmt as Required ; , g ,---f-----.-----' Utility Vault (Typ) e = m Protect & Reset Flush 100 0 100 ~ _I ORIGINAL SCALE: Verify Location of Exist Utilities & Protect (Typical) 1"= 100' Exist PCC Curb Where Occurs (Protect) Y UbJIL1ULJLJIWfbljj !lb.JIU _11.JIW \U l ------- [±] Water Mains in Sand: 0: 0 C 0 {) 0 Adjacent Structure & Exist Courtyard f--~E~x~is~t ~1~2~• ~C~o~nc~B~o~a~rd~w~a~lk_----l :g, ~ 0 2' Nominal! a. ~~==~--+----<0:: ...J {) --1~1:~~'.-c--:.:_s-:-~,-__,.._,.._:_•' ==:il--- Water Meter Box or ~ ~ Utility Vault (Typ)-Locotion Varies _j Protect & Reset Flush w/New Cone as Required A. Concrete boardwalk shall be removed and replaced to one full panel for water services. Replacement concrete shall 6" thick with #4 bars at 16" each way. Match existing adjacent concrete finish, grades and striping. B. Contractor to match adjacent grades when joining concrete alley gutter in trench areas. C. Subgrade Shall be prepared and compacted per Greenbook specifications. D. All removals shall be sawcut as indicated ar to nearest expansion joint or as directed by the Engineer, E. Edge condition varies in sand. Verify and protect existing utilities and surface improvements. Replace existing concrete pads and walkways disturbed during installation to match existing condition. Existing Sand Grade Varies. Match to Existing Grade. 1de ~ J t5 I c I a, ---------- Exist Tele Duct \C ;J! .a _.,.,...-Locate, Verify & 11 in r -1/ Protect in Place E 12 21 Exist Gas w/New Pvmt as Required "' .g I ------Exist Multiple Stl Conduits 1----1 3 Verify Locations & Protect. 31---t I 1--w/New Cone as Required Verify & Remove Existing Main Install New Water Main at Minimum 36" Cover """'-,..,~ L _J .,,,-Locate, Verify & -......-=-=-=--------Protect in Place Exist 2" Stl Gas Verify Location & Protect Verify Location and }'+---Remove Existing Water Main. Install New Water Main at 36" Minimum Cover. Typical 20' Alley Section ~ -~w-rn+it~h---,.C~o-n_c_r_e~te-----,P~a-v_e_m_e_n~t------,~ No Scale Vories ,-~==--1~ 0: Exist 20' & 15' Concrete Alley Adjacent Structure & Exist Pvmt ,,, j E,ist 4' 2 ,1 Concrete Gutter. L_-_---1---,-r7--- Water Meter~~o~ ~ j--; = = ~ {) I Utility Va u It (T yp) _j Protect & Reset Flush '----"--t--+---n;:1 w/New Pvmt as Required Exist 2" Stl Gas Location Varies.--- Verify & Protect T ical Alie With Concrete No Scale Section Pavement Vories Ie eri y Adjacent Structure t"-or Exist Pvmt ( f--: ' ~ ' -~ Jri_i-=--_-_-_ l 1t ...i.:.._ ~ Water Meter Box or 0 ;::;J---..___ Utility Vault (Typ) !); Protect & Reset Flush 1 .-.. 2 ...._ w/New Pvmt as Required ..__ ~ Exist Multiple Stl Conduits Verify Locations &: Protect. Verify Location and \;i-1---Remove Existing Water Main. Install New Water Main at 36H Minimum Cover. Adjacent Structure & Exist Pvmt Verify Location and Remove Existing Water Main. Install New Water Main at 36 .. ---H Verify Location of Existing Utilities and Protect (Typical) Minimum Cover , I /I Varies T ical 1 O' Alie Section With Concrete Pavement No Scale Exist 1 O' Concrete Alley .... 30" Max Surfacing 1-._ f'- ~ 1-._ 7~ 24" Min Extend Trench to R/W as Adjacent u a, Required Structure '1 I 0:: f'-or Exist Pvmt 8 _ _ _ Concrete Et~ite~: ~ I __, ';... i _ l L ____ ~rii------,-J ___ _1..,kc<::<~~~1-=--___ l 7~j-----~~+~~---Water Meter Box or Water Meter Box or 3 Backfill I! iii Utility Vault (Typ) Protect & Reset Flush w/New Pvmt as Required Utility Vault (Typ) Protect & Reset Flush w/New Pvmt as Required Abandon Exist r ,,,-"' 6" CIP Water Main ____ , -) Exist 2" Stl Gas Location Vories.-- Verify & Protect 41 Min Sewer Trench See Profile T ical Alie Section With Concrete Pavement No Scale C 111 .,..-fir'iii---e Exist Multiple Small Conduits Verify Locations & Protect. Verify Location and Bl--Remove Existing Water Main. Install New Water Main at 36" Minimum Cover. T ical Trench Resurfacin in Existing Concrete Street Section No Scale 2 3 "'"'- Typical Section In Offset From Concrete No Scale Verify Location and A---Remove Existing Water Main. Sand Install New Water Main at 36" Minimum Cover. Boardwalk [JJ Genergl Pcvemeot Resurtacing and Trench Construction Notes: [!] Concccte Alley Gultec:r A. Concrete alley gutters shall be protected In place except where new water or sewer pipelines ore installed. Trench resurfacing shall be with AC Pavement. AC pavement shall be hot-mix a minimum 1" Thicker than existing AC section but no less than 4" AC thickness. [!) Water Service Roolacomcmt &: Iompornrv Bv Pasa· A. Contractor to replace water meter services as indicated on pion, including water service adjustments on the private side of the meter to the new depth and location per CNB Std-502-L and Std-503-L as indicated on plan, or otherwise directed by the City Engineer. A. Contractor to match adjacent grades when reconstructing pavement. Topographic survey shall be conducted by Contractor to re-establish grades and flowlines for new pavement to the satisfaction of the City Engineer. B. Unless specified otherwise on the plans and/or details or directed by the Engineer, trench resurfacing shall be with AC Hot Mix Pavement. AC pavement shall be a minimum 1" Thicker than existing AC section but no less than 4 • of AC thickness for full width of trench, including any extension beyond trench section (minimum). C. Minimum trench resurfacing width for water and sewer mains shall be 51 per City Std-105-L-B. Water and sewer laterals a minimum 2' wide, unless noted otherwise. All removals shall be sawcut cs indicated or to nearest expansion joint as directed by the City Engineer. D. Existing utility surface vaults, valve covers & manhole covers shall be protected in-place and reset to be flush with new pavement surface where affected by work. E. Contact joints with existing AC pavement shall be tack coated prior to placing new pavement section per Greenbook Specifications. F. Backfill and Bedding shall be per City Std-106-L otherwise subgrcde shall be prepared per Greenback specifications. G. The Contractor is responsible for maintaining trench stability and adjacent paving. My excavation or trench wall caving. or adjacent pavement failure, resulting from the Contractor's operations, is the responsibility of the Contractor at no additional cost to the City. PREPARED BY: NO. DATE N C I Nolan Consulting, Inc 05 2011 BY KN B. Contractor to match adjacent grades when joining concrete alley gutter in trench areas. C. Subgrcde Shall be prepared and compacted per Greenbook specifications. B. Contractor shall resurface trenches for water service with hot-mix a minimum 1" Thicker than existing AC section but no less than 4• AC thickness for full width of trench over compacted backfill. C. Contractor to provide for temporary water service &: bypass during service replacement per project specifications. Maximum service bypass setup shall not exceed the length of 1 allay segment between nearest intersecting streets or alleys. Water line installation work D. All removals shall be sawcut as indicated or to nearest expansion joint or as directed by the Engineer. & bypass shall be completed to the satisfaction of the City inspector before next segment of alley water line work is initiated. B. Subgrade shall be prepared and compacted per Greenback specifications. REVISIONS APPROVED "As Built" D. Minimum trench width for water services shall be 24" Per City Std-105-L. All removals and pavement join edges shall be sawcut. "AS BUILT" These "tv, Built" plans were prepared from contractor supplied markups following construction completion. The engineer of record makes no warranty as to the accuracy of the contractor supplied data and it is assumed all data shewn hereon has been built as indicated, REVIEWED Central Balboa C-4067 ~.J. d Water and Sewer Improvements SBDt INDIX 1W' AND lllSCILL\NIOUS DITADS DATE: 04/22/2010 DESIGNED BY: DRAWN BY: DWG NO. 26901 Camino de Estrella, Suite D Capistrano Beach, California 92624 Ph: 949.240.7555 fax: 949.240.0755 Civil Engineering and Project Management 1-----,---+--+------------------,-----1 KN KN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5320-S l--+-----+--t------------------+------1CHECKED BY: DATE : KN 02/2009 SHEET 2 OF 14 SE E S H E E T 4 F O R C O N T I N U T A T I O N "AS BUILT" , ~=-=-=---==er.:;:.:----·:::,\ .l-----:_-1 7 107 \ I \ I \ Join Exist \ 6" ACP ', I I ' I ' I I 1 ' ' ' I I ' ' I I I I ' I I ', I I I ' ' I ' I I I I ' I ' ' ' I I ' I \ I I I ·n ·:_/', I I I I ' ,J; ~\ ' ' I ' ' I I ' I ' ' '1 I I V°)\,, I I ' u, (/) I I I I I .n I \ I I \ ~\ 0 C: 1 rr I 11 BALBOA ---=--=----'-~ -- Relocate '\-;:o--,;-a--Meter /Box // If/' Sidewalk v ' ~'0 Ex 6" CIP ; ----- ---- ------ BO[JLEVARJJ . .., I I 1327 Balboa Blvd 5 FExMJ 7 9 FExMJ 2 Each 1 Each 8 FExFE ~ Ex 6" CIP d)--=----- Lil 6' -(fl ,.... D ~ 7 - ___J ----l I I ~ 11 11 H I I, 0 0 + ro Ex Cone Pvmt ,,., N ' ' -' I ' ' i I 11 I 12· r[;-~ 280 SF 1249 1249 1/2 I \,Ii B+3B C/L 131H ST. 1242 1240 I//::::::::: ffe//////2 1/ I \11 ~ G , ____ _ \I, Join Exist 1 & ~ _ --=>==-~ ~-___ ~-~ '>"""'_"""'<'-"=-----= =---= ._ ~--------:--F --.=, ~,-:---=~•, - t..2["~~~~~7.eP;""'rf,,.,.,_--1J::-...\'=._0 ~t:::_::~ --~-=--=-== --".'.'---~~=_--_-\;, ~-;: -,-:;-~-;=--~~---8(-P"r,obtaesc=t) -=-;;:-~-~-:;:;----=7; _1; ; i✓ -tExist~(i_•r_o_ii~t)-_Bo-ar-dwa,ik_ -~ --:~ (___l--~~-p-6,:;:':_1_0-::;~--:--:;i -:-_c-i\\ ~l°_~~:--~_::~!i~!;~~~;:::rt1 ~~fl~~==--\\-i ..;.,;===J~1tH-;~/2\~1~;'/~t11~--~-~~--:--\',_i -~i-s~'/'i~rp: .. r:oG~t~~~~t~)lj" _j-tt~' ... ''tl_-~ \~ "----;-~-r:~E~xi\s:tr~~~~·r=:~t;~~:t~) B:o~a:r~d:w~a~lk~\~~:-:,-:::~~:~,_::,,::cL~~)~'~':t:~.~-;e~-,c:,jC2-~,=/_~:=:~~c,:,.,:,~-, .:, ;,~' :~•,;:~1=-~j~L~i-Ll',;~:,:-:,:_:C;;'71,~·, __ -_ =---~~c,:-7:'Jjr-_:-:c,~7:,~:---i, \:-~~,-;:_,;,,;~7\~~r~_,,7:,_,,J.:::"'Sand DC:£A# Fft{}A(i, MJxMJ 23 15 1' 111 I ' {Protect) □ ' i Exist 5' PCC 1 Sidewalk ' (Protect) \ \ 20 0 20 ~ _I SCALE: 1n= 1 St Lt Elec (Protect) Locate Exist Irrigation Lines and Protect in Place (Typical) 40 80 l __ ~I 20' .1 PREPARED BY : ------= Existing AC Pvmt Basket Ball Courts These "As Built" plans were prepared from contractor supplied markups following construction completion. The engineer of record makes na warranty as ta the accuracy of the contractor supplied data and it is assumed all data shown hereon has been built as indicated. REVISIONS NO. DATE BY N C I Nolan Consulting, Inc 05 2011 KN "As Built" I : I APPROVED REVIEWED WATER CONSTRUCTION NOTES 0 0 ® ® @ @ @ @ @ @ @ @ @ @ Furnish and Install 8" C-900 {CL 200) PVC Water Moin & DI Fittings Per Typical Trench Section Indicated. See Sheet 2 for Typical Trench Section Details. Furnish and Install 6" C-900 {CL 200) PVC Water Main & DI Fittings Per Typical Trench Section Indicated. See Sheet 2 for Typical Trench Section Details . Remove and Replace Existing Water Main With New B" C-900 (CL 200) PVC Water Main & DI Fittings Per Typical Trench Section Indicated. See Sheet 2 Far Typical Trench Section Details. Remove and Replace Existing Water Main With New 6" C-900 (CL 200) PVC Water Main & DI Fittings Per Typical Trench Section Indicated. See Sheet 2 For Typical Trench Section Details. Remove Existing Water Service Line From the Existing Water Main to the Water Meter and Install New 1 • Water Meter Service to the New Water Main, Including Meter Box and Cover Per City Std-502-L. Remove Existing Water Service Line From the Existing Water Main to the Water Meter and Install New 2" Water Meter Service to the New Water Main, Including Meter Box and Cover Per City Std-503-L. Furnish and Install 8" RW Gate Valve (CL-150), Including Anchor Blocks, Valve Box, Riser & Cover Per City Std-508-L, Std-510-L-C, Std-511-L. Furnish and Install 6" RW Gate Valve (CL-150), Including Anchor Blocks, Valve Box, Riser & Cover Per City Std-508-L, Std-510-L-C, Std-511-L. Remove and Dispose Interfering Portions of Existing Water Main to be Abandoned (Including Valves, Fire Hydrants, and Appurtenances). Return Existing Fire Hydrants and Water Valves to the City Utilities Yard at 949 W. 16th Street. Abandon Existing Water Main. Furnish & Install 8" DI Tee (Type as Indicated). Furnish & Install 8"x6" DI Tee {Type as Indicated). Furnish & Install 6" DI Tee (Type as Indicated). Furnish & Install 8"x6" DI Reducer (Type As Indicated), Furnish & Install B" DI Bend (Angle & Type as Indicated). Furnish & Install 6" DI Bend (Angle & Type as Indicated). Furnish and Install Fire Hydrant Assembly, Including Gate Valve, Bury, Thrust Blocks, & Lateral per CNB Std-500-L. Furnish and Install 8"x12" Hot Tap to Existing 12" ACP Water Main Per CNB Std-507-L. Remove Exist 12" Gate Valve and Install 12" RW Gate Valve (CL-150), Including Anchor Blocks, Valve Box, Riser & Cover Per City Std-508-L, Std-510-L-C, Std-511-L. Furnish and Install Transition Coupling and Fittings to Join Existing Water Main. Verify Point af Connection and Existing Conditions to Confirm Required Fittings Prior to Installation. Construct Cone Collar at Volve(s) per Oetoils on Sheet 14. Furnish & Install 12-3/4" O.D. Asphalt Coated Steel Casing Per City Std-529-L. Carrier Pipe to be 6" C-900 PVC Pipe. Furnish & Install 16" O.D. Asphalt Coated Steel Casing Per City Std-529-L. Carrier Pipe to be 8" C-900 PVC Pipe. Furnish & Install Thrust Block Per City Std-510-L (A,B,C,D, or E) As Applicable. Furnish & Install 6"x4" DI Tee (Type as Indicated) with 4" RW Gate Valve Including Anchor Block, Valve Box, Riser, and Cover Per City Std-508-L, Std-510-L-C, Std-511-L. Remove Existing Reinforced PCC Boardwalk to Nearest Full Panel and Reconstruct With 6" PCC and No. 4 Bars @ 16" EW. Finish Concrete Surface to Match Existing and Restripe To Meet Existing Condition. Dowel Into Adjacent Concrete Per City Std-105-L-B. Furnish and Install 4" C-900 {CL 200) PVC Water Main & DI Fittings. SEWER CONSTRUCTION NOTES @ Remove Existing Manhole and Bose and Replace Manhole Per CNB Std-401-L. Match Inverts As Per Existing Condition. Backfill All Excavation Voids With Clean Sand. Resurface Outside of Concrete Callar with Minimum 4" AC Hot Mix . Remove Exist 8" Sewer (Exist Concrete or VCP Pipe) and Replace With 8" Extra Strength {XS) VCP Sewer. Bedding, Backfill and Trench Resurfacing Shall Be Similar to Section Indicated On Pion Except Tracer Wire is Not Required. Remove and Reconstruct 8" Extra Strength (XS) VCP Sewer For Point Repair As Per Typical Detail 16 on Sheet 14. Verify Location by Video & Coordinate With CNB Utilities Division Prior to Excavation. Bedding, Backfill and Trench Resurfacing Shall Be Similar to Section Indicated On Plan Except Tracer Wire is Not Required. Construct New 48" Diameter Manhole Per City Std-401-L Remove and Replace Existing 6" Sewer Lateral Per City Std-405-L, Including Fittings and Couplings. Verify Locations Within Mainline Replacement Limits. Lateral Replacement Length to Extend to Property Line as Directed by the City Representative. Reconnect Existing Sewer Lateral from New Main to Join Existing Sewer Lateral at Locations Directed by the City Representative. Remove Existing Manhole Vault Complete. Estimated Size is 8'Lx10Wx8'D. Backfill to Within 12" of Grade and Pave With 4" AC over B" AB. Coordinate with New Manhole Work. @ Join Exist Sewer Main with Couplings @ 5' From OCSD MH. @ Remove Existing Cleanout and Re-Establish Service Loteral Connection Per City Std-405-L, Including Fittings and Couplings. Verify & Coordinate Locations with City Representative Prior to Starting Work. C-4067 ~.Jw_ Central Balboa Water and Sewer Improvements OCEAN rRONT WIST DATE: 04/22/2010 from 14-th street to 13th street DESIGNED BY: DRAWN BY: DWG NO. 26901 Camino de Estrella, Suite D Capistrano Beach, California 92624 Ph: 949.240.7555 fax: 949.240.0755 Civil Engineering and Project Management 1--------,---+---+--------------------,-----1 KN KN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5320-S 1-----1-----+---+---------------+-------l'CHECKED BY: DATE : KN 02/2010 SHEET 3 OF 14 6' ..., Ul ..c: ..., "' r---0 I -', ' I I rE! '<I §-..; j--; ~ I :c,:; ---(. ..., E > (l_ 0 C: 0 (_) X w 0 0 + <O ~ c:-.-:i ' ,_ I ' I I ' ' l" IT I I I I I ~ I :::::,J '010 14' -----6' 40' I I ~ -_y L' V ~n 6' 0 0 + 7 40•~ ~14•---14•: I 5• I I I t; : See Sheet 5 for Sewer Info WATER CONSTRUCTION NOTES CD Furnish and Install a• C-900 (CL 200) PVC Water Main & DI Fittings Per Typical Trench Section Indicated. See Sheet 2 for Typical Trench Section Details. Furnish and Install 6" C-900 (CL 200) PVC Water Main & DI Fittings Per Typical Trench Section Indicated. See Sheet 2 for Typical Trench Section Details. Remove and Replace Existing Water Main With New a• C-900 (CL 200) PVC Water Main & DI Fittings Per Typical Trench Section Indicated. See Sheet 2 For Typical Trench Section Details. Remove and Replace Existing Water Main With New 6" C-900 (CL 200) PVC Water Main & DI Fittings Per Typical Trench Section Indicated. See Sheet 2 For Typical Trench Section Details. Remove Existing Water Service Line From the Existing Water Main to the Water Meter and Install New 1 • Water Meter Service to the New Water Main, Including Meter Box and Cover Per City Std-502-L. j_0 ' I [1 ~I : 8+38 C/L 13TH ST. l--------h~°""''-"'-"'""'-"'-"~;,.---+--------+---------11---------+-------~-"~_,,_'---15 }---+------.,.,~i'-Hlh ~"'-c------+----~""'1---+-+i'"~-------/-------t---------' ..., ,, E > a.. 0 C 0 (_) 14+42.32 C/L ALLEY 10+00 C/L 12TH ST. 0 Remove Existing Water Service Line From the Existing Water Main to the Water Meter and Install New 2" Water Meter Service to the New Water Main, Including Meter Box and Cover Per City Std-503-L. Furnish and Install a• RW Gate Valve (CL-150), Including Anchor Blocks, Valve Box, Riser & Cover Per City Std-508-L, Std-510-L-C, Std-511-L. Furnish and Install 6" RW Gate Valve (CL-150), Including Anchor Blocks, Valve Box, Riser & Cover Per City Std-508-L, Std-510-L-C, Std-511-L. I 11 11 1 16 23 " C • <Il . ~ "'2 ~x -~ -" I, I 1 / 1 • ' I I I I I . 10+00 C/L ALLEY 1249 1245 1241 1249 1/2 I I 16 23 " C • <Il . ~ "'2 ~x -~ -" Sand • OC£'AH_ 1225 J_ J_ 20 0 20 40 80 ~ _I l __ ~I SCALE: 1"= 20' _,__,..,,__,1....,22,._,1 '-"-''-"' : 1219~1 --11--+---TL ~ " 1213 4-6 1209 1-3 1205 E _L ':F :;E 1212 13+00 '. I PREPARED BY: N C I Nolan Consulting, Inc 26901 Camino de Estrella, Suite D Capistrano Beach, California 92624 Ph: 949.240.7555 fax: 949.240.0755 Civil Engineering and Project Management )( w 1149 ------+---1----I f--++-----£' Remove and Dispose Interfering Portions of Existing Water Main to be Abandoned (Including Valves, Fire Hydrants, and Appurtenances). Return Existing Fire Hydrants and Water Valves to the City Utilities Yard at 949 W. 16th Street. Abandon Existing Water Main. 1200 r,r, - ;"!: 14+00 ~·--:: ' '~.: ~ -~~ • ~ r, ~, ~ I g _J L 0 (_) Q 0 0 + "' I I -_J ~Exist '"AS BUILT'" These "As Built" plans were prepared from contractor supplied markups following construction completion. The engineer of record makes no warranty as to the accuracy of the contractor supplied data and it is assumed all data shown hereon has been built as indicated. REVISIONS NO. DATE BY 05 2011 KN "As Built" l 1140 _J__ 12' PCC Boardwalk \ (Protect) \ • #'£SJ'* ... Furnish & Install B" DI Tee (Type as Indicated). Furnish & Install B"x6" DI Tee (Type as Indicated). Furnish & Install 6" DI Tee (Type as Indicated). Furnish & Install B"x6" DI Reducer (Type As Indicated). Furnish & Install B" DI Bend (Angle & Type as Indicated). Furnish & Install 6" DI Bend (Angle & Type as Indicated). Furnish and Install Fire Hydrant Assembly, Including Gate Valve, Bury, Thrust Blocks, & Lateral per CNB Std-500-L. Furnish and Install 8"x12" Hat Tap to Existing 12" ACP Water Main Per CNB Std-507-L. II) @ Remove Exist 12" Gate Valve and Install 12" RW Gate Valve L. (CL-150), Including Anchor Blocks, Valve Box, Riser & Cover Per r-City Std-508-L, Std-510-L-C, Std-511-L. WW '2D' Furnish and Install Transition Coupling and Fittings to Jain Existing 'e:J Water Main. Verify Point of Connection and Existing Conditions to :C Confirm Required Fittings Prior to Installation. ti) @ Construct Cone Collar at Valve(s) per Details on Sheet 14. ~ Furnish & Install 12-3/4" O.D. Asphalt Coated Steel Casing Per W 'eY City Std-529-L. Carrier Pipe to be 6" C-900 PVC Pipe. w u,@ @ (§ Furnish & Install 16" O.D. Asphalt Coated Steel Casing Per City Std-529-L. Carrier Pipe to be 8" C-900 PVC Pipe. Furnish & Install Thrust Block Per City Std-510-L (A,B,C,D, or E) As Applicable. Furnish & Install 6"x4" DI Tee (Type as Indicated) with 4" RW Gate Valve Including Anchor Block, Valve Box, Riser, and Cover Per City Std-508-L, Std-510-L-C, Std-511-L. @ Remove Existing Reinforced PCC Boardwalk to Nearest Full Panel and Reconstruct With 6" PCC and No. 4 Bars @ 16" EW. Finish Concrete Surface to Match Existing and Restripe To Meet Existing Condition. Dowel Into Adjacent Concrete Per City Std-105-L-B. @ Furnish and Install 4" C-900 (CL 200) PVC Water Main & DI Fittings . SEWER CONSTRUCTION NOTES @ Remove Existing Manhole and Base and Replace Manhole Per CNB Std-401-L. Match Inverts As Per Existing Condition. Backfill All Excavation Voids With Clean Sand. Resurface Outside of Concrete Collar with Minimum 4" AC Hot Mix. Remove Exist 8" Sewer (Exist Concrete or VCP Pipe) and Replace With 8" Extra Strength {XS) VCP Sewer. Bedding, Backfill and Trench Resurfacing Shall Be Similar to Section Indicated On Plan Except Tracer Wire is Not Required. Remove and Reconstruct 8" Extra Strength {XS) VCP Sewer For Point Repair As Per Typical Detail 16 on Sheet 14. Verify Location by Video & Coordinate With CNB Utilities Division Prior to Excavation. Bedding, Backfill and Trench Resurfacing Shall Be Similar to Section Indicated On Plan Except Tracer Wire is Not Required. Construct New 48" Diameter Manhole Per City Std-401-L Remove and Replace Existing 6" Sewer Lateral Per City Std-405-L, Including Fittings and Couplings. Verify Locations Within Mainline Replacement Limits. Lateral Replacement Length to Extend to Property Line as Directed by the City Representative. Reconnect Existing Sewer Lateral from New Main to Join Existing Sewer Lateral at Locations Directed by the City Representative. Remove Existing Manhole Vault Complete. Estimated Size is 8'Lx10Wx8'D. Backfill to With in 12" of Grade and Pave With 4" AC over a• AB. Coordinate with New Manhole Work. Join Exist Sewer Main with Couplings @ 5' From OCSD MH. Remove Existing Cleanout and Re-Establish Service Lateral Connection Per City Std-405-L, Including Fittings and Couplings. Verify & Coordinate Locations with City Representative Prior to Starting Work. C-4067 REVIEWED APPROVED ~--d •d DATE: 04/22/2010 DESIGNED BY: DRAWN BY: Central Balboa Water and Sewer Improvements OCEAN FRONT AWrY from 13th street to 12th Staeet DWG NO. t-----,---+--+------------------,------t KN KN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5320-S t-----,---+--+------------------,------tCHECKED BY: DATE : KN 02/2010 SHEET 4 OF 14 , 15+00 16+00 .---:-cr----~t=:i'(-rs:·._,~ ~_~,--: -~~~---~-~-+-:--.,,"--__c, - ---~---~----,,---+-:-;,;--------1-,; -____ io ~ ,- -Exist Tele j Verify Location & Protect / T 14+45,26 C/J W, BALBOA BLVO, 11+62,56 C/L 12TH ST, T -41 8+37,29 Exist Countv Sewer MH 47 Verify & Join 5' From County MH (MHR03) ) n 1 1200 , ; 0 0 +- -I 11 µ I I 7 ----- l--+--~--.--40'----i~--1· , , i-14•---14'---I 16' I , , I I I I I I~ I I I v:i ~ I See Sewer \ -----+--~Profile on E > 41 Sheet 7 Thicken West ---1-of Sewer MH (See Profile) I I I I Portion Base --T fl7£SJ1 BALBOA T T T --T ---T I I ---------------~~----------=----1 -- -- -- -- I Note Regarding Sewer Laterals: I I The City will make the determination I which laterals will be replaced to the PL and which will be replaced to join existing, 41 l - ' h ' 0 V; 1113 ,I ~ 1113/ -~ i 1111 --I l I ---- BO[ll£VA.RJJ I I I I I I I I I I I , 40 T T, --- I I 18+82.47 C/L /JlIY ~ 10+00 C/L 11TH Sl I 1036 I I I -- 1045 l--+-1-G --~ \ I __ L _ _ _ _ I __ I _ _ _ _ I __ I _______ I _ _ _ _ I __ l ----J - -L - -]:J ---+---+----+---+-,--+-----t-f----t---+----+----+---t----t---+----"~Cf-7-+' ~;j---' --L -,J --' -- --,~-+----+--t----+----t--+---+I App>ox Finished Surface ove, Pipe § I I --- ::. I I t-t-"'10::) +--t---+---JI-t---t--+--'-+----t--+---+--+----+--t----+----t--+---+--+----+--t----+----t--+---+--+----+--t----+----t--+---+--+----+--t----+----t--+----+--+----+--t----+----t--+----+--+---+~<c!ol--+---1- \~1 ,_' +~OO~,-C=L~4cs,~"~D=iac+=M=a=n~ho"'l=e---+--@o ,i:::, -H I I I I I MHR03_'001 ~ v,_J I --,~-+--~•~I~no1e -Rim=~r ro.-1. J'=I -+---+--+----+--t----+----+--+---+--+----+--t----+----+--+----+--+----+--t----+----+--+----+--+---+--t----+-----i--+----+--+---+--t----+-----i---+----+--I-ci l+l'---+--+---+--+---+-----it----+I ,. -11 I ~ w I 0 I") E 6 --+--1+------+-----1,+ !I 0 g a::: t--t----+------0"1+----+t,rn-l--l--1---+--+---+--+---+-----it----+----+---+---+--+---+---t----+----+---+----+--+---+---t----+----+---+----+--+----+---t----+----+---+----+--+----+---t----+----+---+----+--+----+---+----+--0~,~1 "'--1-1---+--+----+--+---+-----it----+I ;: dl ol")o Q) ~ ~ '¢O..c (/) •= > 1 + 0::: C 4 o ~ I ..,:r:o 1-t---co =r ---+0> ' t---t----+----+---+----+--+---+---t----+----+---+----+--+----+---t----+----+---+----+--+----+---t----+----+---+----+--+----+---+----+----+---+----+--+----+---+----+-----i---+----+---+---+---::;; ::;; ~t ~ (4o) t--+----+--..,~1•,-h---+-11--1--1--l---t--+---+--+---+----it----+----t--+---+--+---+--t----+----t--+---+--+---+--t----+----t--+---+--+----+--t----+----t--+---+--+----+--t----+----t--+---+--+----+--t----+--""'--l---l+l---+--+----+--t----+----t--+1 01~ ~ 0 Existing 8" Sew er ,-, I o t-1--L:-_+-----'-t+----t:.,---1-1--+---+--cr--1,.oo-1n ~8"-elatlet North-, 'T / s,'e Pro ile Sh let 7 / t o be Removed=t ' I --------------------------r----------I f--,/-- - /i --i -i 1 7 1 1 7 --t _, --i- ( I I I I -I I I 'AS BUltT" -0.~0 lnv+s" lnl~t Eas, I , , ' ' S O,O'o314 l I -- 0,50 Int / 8" Outlet West -r ---1--1------,--I I ,I \ 0,60 Inv 8' Inlet East t--+---2 -+----+--+-+--I Verify & I Repla qe Fur ish m d Install 43 , LF 8r' VCP (XS) ,,ewer Pipe ThIese ·4 Buii1i" plan$ wer« prepdred trbm ---+---+----+--+-----+---t----+----+---+-----+-----+---+----+-----i---+----+--+-----+------+-----i~-~---1'-+--+-,_,_--+---+----+-----i------+--+----.---,-;----.'-,--+-~--+-',,--w---+-,---+---+a-----+---+-----it----i-+----+--+---+-2+---+--t----+I I I l Remove Existing 8 Sewer Pipe contractor supplied ~arkup$ follo;.ing I ,,--Furnis ~ and /nstall 18 LF 8" V-,P (XSI Sew, r Pipe c9nstruction c9mpletipn. Tre engineero [f l-t----+----t-+--+--='-------=---+---+R"'e"'m"'o'-'v¥e--"-lncste"'rifl"e"'r-"-'-ing Portion Existing 8" SeweJ PiR=e-+----+--+---+---t----+----+---+----+--+---+---t----+----+---+----+--+----+---t----+-----i---+----+-+-r_e+co_r_d_m+a_k~e~s~n,_,o_w_a""ij,_,ra_n~ty---+a_s_to-a<-l ~lh_e~n---,-1 it---+---+-----it----+----+---+----+--+---+---t----+----+• 1 0· 00 I I I l I 11 +00 12+00 13+00 aclcuracyl of thr contractorJ supplied datp and \ J ,1 it is assµmed pll data showjn her 1 bon hoT, s 1-_j_ _ ___j~--+------+'.:::::=:IThicken West Portion of Manha e Base to Facilitate -n... ,. ,, 11 -been built as indicated. Steep,nea-slope f 1°m wr t-n,1r -n,t eet-Mr inli1 MP1-1rvert---l--+---+----+--+--~---+--+----+----+-----l--~s ;=W1 ;=R-; •-R..-; 1F-l1 ;'·•-~-+----11--+---+---t➔• ""-'-'.'f'-... I ;,;;;,~~l~;,~';;.+ .. ,l ~~~~l-',I,,_ "-. ------1 .. 1;;;.;;;,;;;.;;;.t,I ;;;,;;;.;;;.;,11;;,;;;,;;;,;;;,-;jl.l l--+----+---+--1--+---+---t--+---+---+--+---+I 14+00 15+00 PREPARED BY : REVIEWED z 0 - = :::, z -1-z 0 u a:: 0 LI. co 1- 1&1 l&I :c Cl) l&I l&I Cl) WATER CONSTRUCTION NOTES CD ® 0 ® ® Furnish and Install 8" C-900 (CL 200) PVC Water Main & DI Fittings Per Typical Trench Section Indicated. See Sheet 2 for Typical Trench Section Details. Furnish and Install 6" C-900 (CL 200) PVC Water Main & DI Fittings Per Typical Trench Section Indicated. See Sheet 2 for Typical Trench Section Details. Remove and Replace Existing Water Main With New 8" C-900 (CL 200) PVC Water Main & DI Fittings Per Typical Trench Section Indicated, See Sheet 2 For Typical Trench Section Details. Remove and Replace Existing Water Main With New 6" C-900 (CL 200) PVC Water Main & DI Fittings Per Typical Trench Section Indicated, See Sheet 2 For Typical Trench Section Details. Remove Existing Water Service Line From the Existing Water Main to the Water Meter and Install New 1" Water Meter Service to the New Water Main, Including Meter Box and Cover Per City Std-502-L. Remove Existing Water Service Line From the Existing Water Main to the Water Meter and Install New 2" Water Meter Service to the New Water Main, Including Meter Box and Cover Per City Std-503-L. Furnish and Install 8" RW Gate Valve (CL-150), Including Anchor Blocks, Valve Box, Riser & Cover Per City Std-508-L, Std-510-L-C, Std-511-L. Furnish and Install 6" RW Gate Valve (CL-150), Including Anchor Blocks, Valve Box, Riser & Cover Per City Std-508-L, Std-510-L-C, Std-511-L. Remove and Dispose Interfering Portions of Existing Water Main to be Abandoned {Including Valves, Fire Hydrants, and Appurtenances). Return Existing Fire Hydrants and Water Valves to the City Utilities Yard at 949 W. 16th Street. Abandon Existing Water Main. Furnish & Install 8" DI Tee (Type as Indicated). Furnish & Install B"x6" DI Tee {Type as Indicated). Furnish & Install 6" DI Tee {Type as Indicated). Furnish & Install 8"x6" DI Reducer (Type As Indicated). Furnish & Install 8" DI Bend {Angle & Type as Indicated). Furnish & Install 6" DI Bend {Angle & Type as Indicated). Furnish and Install Fire Hydrant Assembly, Including Gate Valve, Bury, Thrust Blocks, & Lateral per CNB Std-500-L. @8 Furnish and Install 8"x12" Hot Tap to Existing 12" ACP Water Main Per CNB Std-507-L. Remove Exist 12" Gate Valve and Install 12" RW Gate Valve (CL-150), Including Anchor Blocks, Valve Box, Riser & Cover Per City Std-508-L, Std-510-L-C, Std-511-L. Furnish and Install Transition Coupling and Fittings to Join Existing Water Main. Verify Point of Connection and Existing Conditions to Confirm Required Fittings Prior to Installation. Construct Cone Collar at Valve(s) per Details on Sheet 14. Furnish & Install 12-3/4" O.D. Asphalt Coated Steel Casing Per City Std-529-L. Carrier Pipe to be 6" C-900 PVC Pipe. Furnish & Install 16" O.D, Asphalt Coated Steel Casing Per City Std-529-L. Carrier Pipe to be 8" C-900 PVC Pipe. Furnish & Install Thrust Block Per City Std-510-L (A,B,C,D, or E) As Applicable. Furnish & Install 6"x4" DI Tee (Type as Indicated) with 4" RW Gate Valve Including Anchor Block, Valve Box, Riser, and Cover Per City Std-508-L, Std-510-L-C, Std-511-L. @ Remove Existing Reinforced PCC Boardwalk to Nearest Full Panel and Reconstruct With 6" PCC and No. 4 Bars @ 16" EW. Finish Concrete Surface to Match Existing and Restripe To Meet Existing Condition. Dowel Into Adjacent Concrete Per City Std-105-L-B. @ Furnish and Install 4" C-900 {CL 200) PVC Water Main & DI Fittings, SEWER CONSTRUCTION NOTES Remove Existing Manhole and Base and Replace Manhole Per CNB Std-401-L. Match Inverts As Per Existing Condition. Backfill All Excavation Voids With Clean Sand. Resurface Outside of Concrete Collar with Minimum 4" AC Hot Mix. Remove Exist 8" Sewer (Exist Concrete or VCP Pipe) and Replace With 8" Extra Strength (XS) VCP Sewer. Bedding, Backfill and Trench Resurfacing Shall Be Similar to Section Indicated On Plan Except Tracer Wire Is Not Required. Remove and Reconstruct a• Extra Strength {XS) VCP Sewer For Point Repair As Per Typical Detail 16 on Sheet 14. Verify Location by Video & Coordinate With CNB Utilities Division Prior to Excavation, Bedding, Backfill and Trench Resurfacing Shall Be Similar to Section Indicated On Pion Except Tracer Wire is Not Required. Construct New 48" Diameter Manhole Per City Std-401-L Remove and Replace Existing 6" Sewer Lateral Per City Std-405-L, Including Fittings and Couplings. Verify Locations Within Mainline Replacement Limits. Lateral Replacement Length to Extend to Property Line as Directed by the City Representative. Reconnect Existing Sewer Lateral from New Main to Join Existing Sewer Lateral at Locations Directed by the City Representative. Remove Existing Manhole Vault Complete, Estimated Size is 8'Lx10Wx8'D. Backfill to Within 12" of Grode and Pave With 4" AC over 8" AB. Coordinate with New Manhole Work. Join Exist Sewer Main with Couplings @ 5' From OCSD MH. Remove Existing Cleanout and Re-Establish Service Lateral Connection Per City Std-405-L, Including Fittings and Couplings. Verify & Coordinate Locations wlth Clty Representative Prior to Starting Work C-4067 PROFILE SCALE Horz: 1 "=20' Vert: 1 "=2' 20 0 ~ 20 l~I 40 80 l __ ~I !6#~~ l~ ~'" ~ RCE 52646 ~ N C I Nolan Consulting, Inc REVISIONS NO_ DATE BY l/1\ os/2011 KN "As Built" APPROVED ~-J-~~. Central Balboa Water and Sewer Improvements OCIAN J'BONT ALI.BY SCALE: 1" = 20' * Exp, 12/31/12 * "''< 'i C I V I\. ----(flt· OF CA\..\Y 26901 Camino de Estrella, Suite D Capistrano Beach, California 92624 Ph: 949,240.7555 fax: 949.240.0755 Civil Engineering and Project Managenrent DATE: 04/22/2010 DESIGNED BY: DRAWN BY: 1-----i---+--+-----------------i------l KN KN l----i---+--+-----------------i------1CHECKED BY: DATE : KN 02/2010 from 12th street to 11th street CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT DWG NO, W-5320-S SHEET 5 OF 14 I I I ~ l_ I g I I I I ;': -r I I -~------i-40' I 6'7 r-14'-----+---14'7J-6' I I I I/; I I I I f-· 1-1 g I I I + - - I I I I -~i----+-40' I 6'1 ~14'--+---14': ~s· r-:=::j I I /; II ___ I _~I_See Sheet 7 For1 I I I I I I I New 8" Sewer I I I I :r: I Note Regarding Sewer Laterals: 1 /};// l:--C:::: I 0 1//////llh 1 ::;; I The City will make the determination / / ' 1 which laterals will be replaced to ½½ 1////////,1/; 1 1 Z II ~ ~ tthe _ ~L an_dt_which will be replaced 1// 1 '/ ··. I 1 I I I I I I O Join ex,s ing. I I I I 1// I I I I Q '..c:::'.I >->-' i 11 I ~ // Elec Lines ) I I -I I ~ ~ z I I I I I I I I @ I I I I 1//J////////i I 30" to T.P. I r, : 8 ~ t;; P"j !:: I ~:; d8, I >---------I --------+---1/,,,_, _____ -+--------+--------+--------+------<>-<5 l---------+-------+--------+--------+--=='=C=="'='=C===---+-------'-l I ~ ; § L .:: I ~ ;:;-o~ I Swr C.O. 3' t/////// 44 ~ ~ I u < Z -I ~ ~ +, I /Below Grade '////////, '-' VI '/, I"---;\ u Q -I ., 0 ..-Future Lat.l'r I 11 // r// /½/. " ~ 0 0· Z 1181112 I 1---.,.,--;I 1051 ~// 1/~045 I I ½½ I 1/; I ~ 2 I I ~ I /; I ij;// I I tat;;;~ I I 1 ~~ I I 951 I -... -// 11;;' /; ~ 41 1017 Elec Lines , , I 110 I-1101 3/4 I I I 41 // 1;1 I 1041 I // 1037 I 1035 I 1033 1025 1/2 1025 1015 //, 1/! 1009 " I 1/; ..,, // 1;; // I [0////////;' I /////1////// I 1/; I 30 to T.P. I 46 / ~ iffi 1 .:: J All£YI !56-J_ "::o I - --+--........ -I -I _11111/////, I-*---' •= - - I ~~-_J ,+c // 41 ! L /~/~/, I/ □~ -ii! J C''.21;fj6a ,·~,---l,,,, --, ,,,L7=-~==,7, c+i.,#.i--",~~, ,-,, i I i'9 ~2~2-+-a-lf' -.: -'.if+/ '· 0 -, --~ 'l \/ : ~~ ~ b '.c'. 1 J I ;,\ / 1 I I I LL, I -_:,_ i I I I y I I i.i I I ,I,' I II c, _)> I-II) ::~~71: J: b.r-+-, -l""'~''C":;::"''0-;;~'0:~'°'f;!:;i.:""'"·, -v;--'-l/1//--'-I//I//;:-, --t-,--,J.-~""~-0-."-.-~~-, J-'r~"""""~ ~""""~ I ~ ~-[;~~~~lit---1-• -! - ---- -''1/,1//////,,/:.,. ::::::o.!c.--i--C=rll'-I///////, W ~ : ~ I r /; 1032 ~ 102a I ~ 1024 : ~ ~ I ~ '' ''' ~ 4 I I ~, @ I ~ I J -1 ~ ~ ~ i I ~ 942 I Q ~~ ; : : : ~ : : : ~ 1 /; : 1 ~ tr=n 4:. : 0 I I // I I ~-..... I U) I 0 : ~ w ~ I I I : 1 ~ I I ~ I I I I 0 I I I ~ I I //////////~ s·~,___-_14_•--:_-4a·Js· I a I 'i' T I "' r-14'--14•----I ------i-40' I I L_ I -__ ----i 6' I I ~[_s_· __ - ---~-----____ l --------L -----L_ -----_l__ - ---------i~-- - _l_ _J I I I I L_ 0 0 +-r "' I I I _Ji L -- l----+----,---+----+--+---+--+----+----,t----+----+--+---+--+----+----,t----+----+--+---+--+----+--t----+----+--+---+--+----+--t----+----+--+---+--+---+--t----+-----,--+---+--+---+--t----+-----,--+-/'·-11-+--+----+----,--+----+--+----I z-----1------1..----------------1---------1---------------1---1-------------------------1-----------------1----------1-----------------1-------_____ Ln-i--lr------'---I-------r-o / '-·' r---;111-1-;;---+------tl+.1--+---+--+----1 -I \ ~ I 8+ 77 23 CL New !48" Dia Manhole I II 1,1 -I-~ I I ~ ~~nhol;e Ri7'-l=EI 1 Oi.3± !i 11,1 I-cc c: 1--·~1 -+---+---t----+----+---+---+--+---+---t----+----+---+---+--+---+---t----+------i---+---+--+---+---t----+------i---+---+--+---+---t----+------i---+----+--+----M HR03F 00,4-t----+------i---+----+--+ ----+---+--+---+---t----+---< ~ I I 11 111 11 1'1 :::)1>---+------i=o",--+--+· L -L_j_ _ _j __ j__ _ _j __ L _ _J_ __ L_j_ _ _j __ j__ _ _j __ L _ _J_ __ L_j_ _ _j __ j__ _ _j __ L _ _J_ __ L _ _J_ _ _J __ J____.~--~-""'l"==~-~-~--"'!""=~""'1--L--l--L--L-_J __ j_ _ _j __ L _ _J_ __ L: .... 1'-1--+-----+-ini'l---+--f--+--l Z ,0 -H : I "~S U ~ L T 'j" 1 1:1 - -... ,>---+------i~~I-~,__~1,+,,l_----i---+---+--+---+---t----+------i---+---+--+---+---t----+------i---+---+--+---+---t----+------i---+---+--+---O-, , -+---+--+-~,--~' --+-<t---+---t----+------i---+---+--+---+---t----+-~,-~1 l -<=+--+------i---+---+--+---+----1 ;o _ I I Tnese j.llis'Buffl:"p lc ns were preparea Tram 1,1 ~ Z ., I contract or supplied markups follpwing I l,I ~ Q,1----+----,-z,,--j-r --construction ¢om pie ion. JThe ~pin~e~e_,r,f-a_f_-+-+---+---+---+~~,.er.i 0-1/..e-E,r Ls±-SI: .WP~Vp 1 ilt 4-~R'ie==lc=='Fi"' --!,!-{.~l--+--==-+-:6R--+---t----+---< 11, c3,,.., E recora maKe~I. na warrant I as t I tne 1 Stnucture Per Ian , II, v O g 1:2 accuracy of ~he co~tractor supp11ied dC!lta an 1:1 '? ->---+------i-0~'= ~-_ -t---+----+--+----+---+---+------i---+----+--+----+--+---+------i---+----+--+----+--+---+-----,t----+----+--+----+-■~~,..,t ~is=a-~sume~ ~. d,;ita shbwn hereon ias I I1_2't---+---+--+----+---t----+---< lili■ ~ ;3 _g oeen bpilt as in"'1caItea. , -~Protect Exist 3'' Sewer Q +"'c: I 1,10 •• ..-,::!a O I II -. ----+--+--,=::: _1 __ 1 _1 __ 1 _1 __ 1 _1 _1 __ 1 _1 --r--,~2~-~2~)_1~n~v~~~•-•~s~e~v,~e~r~O~u4,_---1 1I f N t--+-7 II) ,-:4:::,..0 Existing 8" Se,ve~--._ \ I l,'I ~~UJ to be Remo)led \ I-I -ll-1=:=tc=1;="=~,t-------t----t----t------l , . v . HI \ r -, r -, ,--\ , ' -,-----2 --+--+--+----1 i --------~ ---·1~ -I I-I I -I I i I I ! ! I I I 't ~ -0,003-1-~ ---tro;+,-o-+---+--+----+----,----1 HI --I - - - --~ - -' ~ !IA I \ 'c.. a,..---+·l=I-_ --+---+----t -----1 v* 0.50 lny , 'o__ • 0.60 lnv-8 I Inlet East 8" Outlet West , , , , , Furnish and Install 433.~ LF 8 ( VCP XS) !\ewer Pioe lf' >---'+------i---+----+--+----+--+----+------it----+----+--+----+--+----+------it----+----+---+---+----t<emovE:-ExisHng-8.!!.. S-ewer -Pipe-+------i---+----+--+----+--+---+------i---+----+--+----+--+----+------it----+----+--+----+--+----+----i,t----+-,->ciit--+----+------it----+----+---, A -2, t-----ii----t----t----t---t----t---t--t--t--t--i----t----t----t---t----t---t--t--t--t--t-----t----t----t---t----t---t--t--t--t--t-----t----t----t----t---t---t---t---h ;;;:;;;±.;-~r,;;;;,;::i,-,,--,i.,..-vico7vi\"c,;;:;±~;;±---il;:::::::;::::±J------tc2-+---+---t----i Furnish anc lnsta I 6 L~ 8" VCP (X~) Sewr r Pip'i j \ Remove Exi I ting E" Sew ,r Pip, J 1-:::-:::--+--+-+----+---+-t----+---+------i1---;-;:c+:::-:;;-+------i--+--+----+--+--+----+--+--+----+-+---+--e-e-·-= -1 WI . R-1 •R' Fltt·t::-11;;;-+--+----+--+--+----+--+--+----+-+---+----+-+---+----+-+---+---+-+---+---+-+---+---+-+---+--l 00 15+00 16+00 ~IF-,-I '", , 17+00 18+00 PREPARED BY: REVISIONS REVIEWED WATER CONSTRUCTION NOTES CD 0 ® ® @ ® @ @ @ @ @ @ @ @ Furnish and Install 8" C-900 (CL 200) PVC Water Main & DI Fittings Per Typical Trench Section Indicated. See Sheet 2 for Typical Trench Section Details. Furnish and Install 6" C-900 (CL 200) PVC Water Main & DI Fittings Per Typical Trench Section Indicated. See Sheet 2 for Typical Trench Section Details. Remove and Replace Existing Water Main With New 8" C-900 (CL 200) PVC Water Main & DI Fittings Per Typical Trench Section Indicated. See Sheet 2 For Typical Trench Section Details. Remove and Replace Existing Water Main With New 6" C-900 (CL 200) PVC Water Main & DI Fittings Per Typical Trench Section Indicated. See Sheet 2 For Typical Trench Section Details. Remove Existing Water Service Line From the Existing Water Main to the Water Meter and Install New 1 • Water Meter Service to the New Water Main, Including Meter Box and Cover Per City Std-502-L. Remove Existing Water Service Line From the Existing Water Main to the Water Meter and Install New 2" Water Meter Service to the New Water Main, Including Meter Box and Cover Per City Std-503-L. Furnish and Install 8" RW Gate Valve (CL-150), Including Anchor Blocks, Valve Box, Riser & Cover Per City Std-508-L, Std-510-L-C, Std-511-L. Furnish and Install 6" RW Gate Valve (CL-150), Including Anchor Blocks, Valve Box, Riser & Cover Per City Std-508-L, Std-510-L-C, Std-511-L. Remove and Dispose Interfering Portions of Existing Water Main to be Abandoned (Including Valves, Fire Hydrants, and Appurtenances). Return Existing Fire Hydrants and Water Valves to the City Utilities Yard at 949 W. 16th Street. Abandon Existing Water Main. Furnish & Install 8" DI Tee (Type as Indicated). Furnish & Install 8"x6" DI Tee (Type as Indicated). Furnish & Install 6" DI Tee (Type as Indicated). Furnish & Install 8"x6" DI Reducer (Type As Indicated). Furnish & Install 8" DI Bend (Angle & Type as Indicated). Furnish & Install 6" DI Bend (Angle & Type as Indicated). Furnish and Install Fire Hydrant Assembly, Including Gate Valve, Bury, Thrust Blocks, & Lateral per CNB Std-500-L. Furnish and Install 8"x12" Hot Tap to Existing 12" ACP Water Main Per CNB Std-507-L. Remove Exist 12" Gate Valve and Install 12" RW Gate Valve (CL-150), Including Anchor Blocks, Valve Box, Riser & Cover Per City Std-508-L, Std-510-L-C, Std-511-L. Furnish and Install Transition Coupling and Fittings to Join Existing Water Main. Verify Point of Connection and Existing Conditions to Confirm Required Fittings Prior to Installation. Construct Cone Callar at Valve(s) per Details on Sheet 14. Furnish & Install 12-3/4" O.D. Asphalt Coated Steel Casing Per City Std-529-L. Carrier Pipe to be 6" C-900 PVC Pipe. Furnish & Install 16" O.D. Asphalt Coated Steel Casing Per City Std-529-L. Carrier Pipe to be 8" C-900 PVC Pipe. Furnish & Install Thrust Block Per City Std-510-L (A,B,C,D, or E) As Applicable. Furnish & Install 6"x4" DI Tee (Type as Indicated) with 4" RW Gate Valve Including Anchor Block, Valve Box, Riser, and Cover Per City Std-508-L, Std-510-L-C, Std-511-L. @ Remove Existing Reinforced PCC Boardwalk to Nearest Full Panel and Reconstruct With 6" PCC and No. 4 Bars @ 16" EW. Finish Concrete Surface to Match Existing and Restripe To Meet Existing Condition. Dowel Into Adjacent Concrete Per City Std-105-L-B. @ Furnish and Install 4" C-900 (CL 200) PVC Water Main & DI Fittings. SEWER CONSTRUCTION NOTES @ ® @ @ Remove Existing Manhole and Base and Replace Manhole Per CNB Std-401-L. Match Inverts As Per Existing Condition. Backfill All Excavation Voids With Clean Sand. Resurface Outside of Concrete Callar with Minimum 4" AC Hot Mix. Remove Exist B" Sewer (Exist Concrete or VCP Pipe) and Replace With s• Extra Strength (XS) VCP Sewer. Bedding, Backfill and Trench Resurfacing Shall Be Similar to Section Indicated On Plan Except Tracer Wire is Not Required. Remove and Reconstruct 8" Extra Strength (XS) VCP Sewer For Point Repair As Per Typical Detail 16 on Sheet 14. Verify Location by Video & Coordinate With CNB Utilities Division Prior to Excavation. Bedding, Backfill and Trench Resurfacing Shall Be Similar to Section Indicated On Plan Except Tracer Wire is Nat Required. Construct New 48" Diameter Manhole Per City Std-401-L Remove and Replace Existing 6" Sewer Lateral Per City Std-405-L, Including Fittings and Couplings. Verify Locations Within Mainline Replacement Limits. Lateral Replacement Length to Extend to Property Line as Directed by the City Representative. Reconnect Existing Sewer Lateral from New Main to Join Existing Sewer Lateral at Locations Directed by the City Representative. Remove Existing Manhole Vault Complete. Estimated Size is 8'Lx1 OWxB'D. Backfill to Within 12" of Grade and Pave With 4" AC over B" AB. Coordinate with New Manhole Work. Join Exist Sewer Main with Couplings @ 5' From OCSD MH. Remove Existing Cleanout and Re-Establish Service Lateral Connection Per City Std-405-L, Including Fittings and Couplings. Verify & Coordinate Locations with City Representative Prior to Starting Wor1<. C-4067 20 0 ~ 20 l~I 40 80 l __ ~I N C I :;~aim~::e~:~~:~f;t:~c NO. DATE /1\ 05/2011 BY APPROVED KN "As Built" ~-4 .. Central Balboa Water and Sewer Improvements OCEAN PRONT AWIY SCALE: 1"= 20' * Exp. 12/31/12 * "~1t c1v11.. .. c11t'°' OF" C,t.\..\~ Capistrano Beach, California 92624 Ph: 949.240.7555 fax: 949.240.0755 Civil Engineering and Project Managen,ent DATE: 04/22/2010 DESIGNED BY: DRAWN BY: l----,---+--+-----------------,------1 KN KN 1----,---+--+-----------------,------1CHECKED BY: DATE : KN 02/2010 from 11th stzeet to 10th Sb.aet CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT DWG NO, W-5320-S SHEET 6 OF 14 PROFILE SCALE Horz: 1 "=20' ~-G Vert: 1 "=2' 8+37.29 MIHR03 0 "altfoa_Bl,.d --------71 ------------I I I I I ,::; I I ' I ' ~ I I ~ -I I-- N (,I I I N 0 ~ u, -I A , ::, ,i .., ::, I I < Ol I II:' I ' -I _Q;l= --C =-I 0 CD ::, (/) ~ I I CD 2 s:: "' (/) ~1 -CD---O-I , C I ~ I :r 0 ~ I ~Fill 0 / _c ::, I '< ctL Exist Manthole /(,.ountv --· ---------10+00 CL Ne r------M;anhol~ Rim -- ' HR0J 00' ·- Voids Y ith Gr ,ut to be !Removed All ~y lnte~sectioh I -f---------I I e--- " • 48" Dia M~nhole I I;:: El 10.0± I I J_ 1-n -~ C .;;, ,::; - A ' 2 WATER CONSJRUC]ON NOTES G) 0 ® 0 ® ® Furnish and Install 8" C-900 (CL 200) PVC Water Main & DI Fittings Per Twical Trench Section Indicated. See Sheet 2 for T)Pical Trench Section Details. Furnish and Install 6" C-900 (CL 200) PVC Water Main & DI Fittings Per T)Pical Trench Section Indicated. See Sheet 2 for Twical Trench Section Details. Remove and Replace Existing Water Main With New 8" C-900 (CL 200) PVC Water Main & DI Fittings Per T)Pical Trench Section Indicated. See Sheet 2 For Twical Trench Section Details. Remove ond Replace Existing Water Main With New 6" C-900 (CL 200) PVC Water Main & DI Fittings Per T)Pical Trench Section Indicated. See Sheet 2 For T)Plcal Trench Section Details. Remove Existing Water Service Line From the Existing Water Main to the Water Meter and Install New 1 • Water Meter Service to the New Water Main, Including Meter Box and Cover Per City Std-502-L. Remove Existing Water Service Line From the Existing Water Main to the Water Meter and Install New 2· Water Meter Service to the New Water Main, Including Meter Box and Cover Per City Std-503-L. Furnish and Install 8" RW Gate Valve (CL-150), Including Anchor Blocks, Valve Box, Riser & Cover Per City Std-508-L, Std-510-L-C, Std-511-L. Furnish and Install 6" RW Gate Valve (CL-150), Including Anchor Blocks, Valve Box, Riser & Cover Per City Std-508-L, Std-510-L-C, Std-511-L. Remove and Dispose Interfering Portions of Existing Water Main to be Abandoned (Including Valves, Fire Hydrants, and Appurtenances). Return Existing Fire Hydrants and Water Valves to the City Utllltles Yard at 949 W. 16th Street. Exi)ting if' Sew 1ar' I I ~ I I D -"' I / -I f-----------f --0 c~0-lnv,-8~1nI et-leo , t _Cl - Abandon Existing Water Main. Furnish & Install 8" DI Tee (T)Pe as Indicated). Furnish & Install 8"x6" DI Tee (T)Pe as Indicated). Furnish & Install 6" DI Tee (Twe as Indicated). ""' --I lnvL 8" lr1Iet West N -,-' r -0. 40 -I I -'-(= I I I f ""' -I ' lnl -8" l utlet I I I I ,__ r-s:lo.002 : \.~oi J-@-54-tromJ eo~nt 2 f".IJl ,_M'' -00 orth , __ 8" vc~ rxs· Pice I L 5' I at Existing Coup ling I Pr ,tect :xist_ V I I I Fur .ish an.d Inst . II 15, ,.5 LF Sewer M, g+oo Remdve E:xir ting Sewe,Pip ' L-10+00 8 00 1-2 1jh-STR =-e:11~ SEW11!-R-RROFlt-E 1•1 I 111111 I I I I I I I I I I I 40'~ ·--~~14•----14•-6' 6' / I I : I : I See Sheet 6 Z 17 for Sewer Info /j /j 1 ~ r l i ~ : I : ~ ~ '/~ : ::::, ''' I i----------------------------------------------~--",-----<5 ,_,_ _____ -i-+i---'--------;-,.l+l--------~--------------~-------1-;'+-'",---------<~I z I ::::C,,. /, ~ 0 / % FExMJ 8 I 23 -~ I , / I 16 I-I ·;, / A1 MHR03_005 I Z 943 6 6 Join MH Invert I 0 : ' ~ ffri 945 943 1/2 :;; 1/2 ~~1 925 j_2 , 921A :~~ al44 41 91024 ti-I : {1 : L AIJ,£Y 256;-~ , I, H ... ~:, . "°" 1,\1~ 'J 'p I I /I 7 7 7 7 / 7l f f 3+6cr{~=.c-r>_""-'i"rl __ 1='1!'=_l=_c,'-'/~?--· --+--'-:"'_' ~-~--+->r-----F--~:~;·~~---:-~~'0~·~h+--□~o-~=_-.;,,··=·._,_~--L~_J_ !-, _-_J,-.. ,,~'.[::::'.,'--";,,=;; ~LJ .... :---~ -__ • '15~ -~~~(_C'S ·-~"°Fs-~==:0:•Sl~---_-...,._.c+l~--'•';/4--'.,fil,-___ l~-ccC~~~!+~'.L;Sc-~-,-----c,C," I ,.r-=, =-"''<'-~~=---'"--S+ ~-,-'T, T----p ~-·--,-~•Sa'-,S'S-=p:i~c:,,+--_l c.,c ~-=J-=!~cj.(%±0__;?t- 0 .-+-=·I~ U) c, ,,, :::l c, ~ O D --'----1-~---"--f---~ -----''---"-,~J--------.... _ •. , -----~-1--11-·.IJ-=occ:-bt--t--f w U) ~ I 1/, ~I ~ 6'' J --~-14•---14•~ 6' -----+-40' 0 0 + "' - - - -_JJ I L 938 20 0 20 ~ _I SCALE: I-•' ' T·~,a ~ 0 ' / UG 920 928 916 I 904 Join Invert ', ' 9 V ' ·-1 1 7 '---..., I I' I - ,,----+--------+-"-~-------+-------'-H;--+----1 51--------1--------+--¥-.µ.._---------'----------l-,'-l/1 ___ ----~----l----1-.4'/,------1 ~ II llllllllll//1 11, 1;::j: ,l[l+,I /~ 0j % L J _I_ l a " --------------------- -------------- OCEAN 40 80 l __ _____,I 1"= 20' FRONT "AS BUil T" These "As Built" plans were prepared from contractor supplied markups following construction completion. The engineer of record makes no warranty as to the PREPARED BY : N C I Nolan Consulting, Inc NO. DATE 1 05 2011 J_ I I -· -, :a; X w u.. 6'__1 1_14' j~~ --~ REVISIONS BY KN "As Built" ..'3 I u.. @ 40' I 2 106 -------+;--~t ---C-11 -7 -\ L----I I -_.:::---,___1,,1 cY---_ --'I'!--~=,-~1- ---------1 -t \ -I ' a 0 "'~"I c-,j •"-' a ... + 00 00 + N "' ' <( '. .• I I I I I, 1. I 11 I I I I I I I ~ I 1 '----j _I I- I I OCl <r I-,---;r,,n 1n ·a L,J a. 828 5 li' f ---"'< 1/) -C .C ---1l .. "' G--.c " 0 (11 ~ -GE .. II U ~ 1/) "'~ -6' -- REVIEWED Furnish & Install 8"x6" DI Reducer (Twe As Indicated). Furnish & Install 8" DI Bend (Angle & T)Pe as Indicated). Furnish & Install 6" DI Bend (Angle & T)Pe as Indicated). Furnish and Install Fire Hydrant Assembly, Including Gate Valve, Bury, Thrust Blocks, & Lateral per CNB Std-500-L. @8 Furnish and Install B"x12" Hot Tap to Existing 12• ACP Water Main Per CNB Std-507-L. Remove Exist 12" Gate Valve and Install 12" RW Gate Valve (CL-150), Including Anchor Blocks, Valve Box, Riser & Cover Per City Std-508-L, Std-510-L-C, Std-511-L. Furnish and Install Transition Coupling and Fittings to Join Existing Water Main. Verify Point of Connection and Existing Conditions to Confirm Required Fittings Prior to Installation. Construct Cone Collar at Valve(s} per Details on Sheet 14. Furnish & Install 12-3/4" O.D. Asphalt Coated Steel Casing Per City Std-529-L. Carrier Pipe to be 6" C-900 PVC Pipe. Furnish & Install 16" O.D. Asphalt Coated Steel Casing Per City Std-529-L. Carrier Pipe to be B" C-900 PVC Pipe. Furnish & Install Thrust Block Per City Std-510-L (A,B,C,D, or E) As Applicable. Furnish & Install 6"x4" DI Tee (Twe as Indicated) with 4" RW Gate Valve Including Anchor Block, Valve Box, Riser, and Cover Per City Std-508-L, Std-510-L-C, Std-511-L. @ Remove Existing Reinforced PCC Boardwalk to Nearest Full Panel and Reconstruct With 6" PCC and No. 4 Bars @ 16" EW. Finish Concrete Surface to Match Existing and Restrlpe To Meet Existing Condition. Dowel Into Adjacent Concrete Per City Std-105-L-B. @ Furnish and Install 4" C-900 (CL 200) PVC Water Main & DI Fittings. SEWER CONSTRUCTION NOTES @) Remove Existing Manhole and Base and Replace Manhole Per CNB Std-401-L. Match Inverts As Per Existing Condition. Backfill All Excavation Voids With Clean Sand. Resurface Outside of Concrete Collar with Minimum 4" AC Hot Mix. Remove Exist B" Sewer (Exist Concrete or VCP Pipe) and Replace With 8" Extra Strength (XS) VCP Sewer. Bedding, Backfill and Trench Resurfacing Shall Be Similar to Section Indicated On Plan Except Tracer Wire is Not Required. Remove and Reconstruct 8" Extra Strength (XS) VCP Sewer For Point Repair As Per T)Pical Detail 16 on Sheet 14. Verify Location by Video & Coordinate With CNB Utilities Division Prior to Excavation. Bedding, Backfill and Trench Resurfacing Shall Be Similar to Section Indicated On Plan Except Tracer Wire is Not Required. Construct New 48" Diameter Manhole Per City Std-401-L Remove and Replace Existing 6" Sewer Lateral Per City Std-405-L, Including Fittings and Couplings. Verify Locations Within Mainline Replacement Limits. Lateral Replacement Length to Extend to Property Line as Directed by the City Representative. Reconnect Existing Sewer Lateral from New Main to Join Existing Sewer Lateral at Locations Directed by the City Representative. Remove Existing Manhole Vault Complete. Estimated Size is 8'Lx10Wx8'D. Backfill to Within 12" of Grade and Pave With 4" AC over B" AB. Coordinate with New Manhole Work. Join Exist Sewer Main with Couplings @ 5' From OCSD MH. Remove Existing Cleanout and Re-Establish Service Lateral Connection Per City Std-405-L, Including Fittings and Couplings. Verify & Coordinate Locations with City Representative Prior to Starting Work. C-4067 APPROVED r1},J k - Central Balboa Water and Sewer Improvements OCEAN rRONT AU.IY DATE: 04/22/2010 from 1oth Stu,et to 9th street DESIGNED BY: DRAWN BY: DWG NO. accuracy of the contractor supplied data and it is assumed all data shown hereon has been built as indicated. 26901 Camino de Estrello, Suite D Copistrono Beach, California 92624 Ph: 949.240.7555 fax: 949.240.0755 Civil Engineering and Project Management l--t-----1--t---------------+----~ KN KN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5320-S l--tf----+--+---------------tf-------1CHECKED BY: DATE : KN 02/2010 SHEET 7 OF 14 ' I I I .. Ex 6" C\P .23 I 107 I 105 \ 800 I I ,'11 1,' I' .", I ;~11 ' I I I \I ?), 'I I \I I' I I -,;:i \I \I . -~'1, ~\ -----. I I --'1,:,-' -1,-\ ·-\\ I I 3-i \ II I 'I ' :;:;_ I I, I • I MJxMJ I I I I I I I BALBOA I I I I I ,. I I I I I I I I I J - . -Exist 2" Gas & St Lt E\ec Lines (Protect) 20 0 ~ 20 _I SCALE: 1"= J\ I I -I -+ 0 I 0 I \ \ 1-10· 718 Exist Tele Line & ~----::,,.:,.vault (Protect) 40 80 l __ ~I 20' 1/ BOULEVARIJ \ I I ~ 716 Exist Trees Typ (Protect) I I \ PREPARED BY: l -- \ I \ "AS BUil T" These "As Built" plans were prepared fram contractor supplied markups following construction completion. The engineer af record makes no warranty as to the accuracy of the contractor supplied data end it is assumed all data shown hereon has been built as indicated. REVISIONS NO. DATE BY N C I Nolan Consulting, Inc 05 2011 KN "As Built" T 107 36+03.38 C ALLEY lo+OO C/L ALLEY __ _ 105 704 Exist Tree (Protect) APPROVED z 0 -s ::, z -I-z 0 CJ ai= 0 LI. 0, I-Ill Ill :z: Cl) Ill Ill Cl) REVIEWED WATER CONSTRUCTION NOTES G) © 0 © ® @ ® @ @ @ @) @) @ @ @) @ ® @ @ @ @ @ Furnish and Install 8" C-900 (CL 200) PVC Water Main & DI Fittings Per Typical Trench Section Indicated. See Sheet 2 for Typical Trench Section Details. Furnish and Install 6" C-900 (CL 200) PVC Water Main & DI Fittings Per Typical Trench Section Indicated. See Sheet 2 for Typical Trench Section Details. Remove and Replace Existing Water Main With New 8" C-900 ( CL 200) PVC Water Main & DI Fittings Per Typical Trench Section Indicated. See Sheet 2 For Typical Trench Section Details. Remove and Replace Existing Water Main With New 6" C-900 (CL 200) PVC Water Main & DI Fittings Per Typical Trench Section Indicated. See Sheet 2 For Typical Trench Section Details. Remove Existing Water Service Line From the Existing Water Main to the Water Meter and Install New 1" Water Meter Service to the New Water Main, Including Meter Box and Cover Per City Std-502-L. Remove Existing Water Service Line From the Existing Water Main to the Water Meter and Install New 2" Water Meter Service to the New Water Main, Including Meter Box and Cover Per City Std-503-L. Furnish and Install 8" RW Gate Valve (CL-150), Including Anchor Blocks, Valve Box, Riser & Cover Per City Std-508-L, Std-510-L-C, Std-511-L. Furnish and Install 6" RW Gate Valve (CL-150), Including Anchor Blocks, Valve Box, Riser & Cover Per City Std-508-L, Std-510-L-C, Std-511-L. Remove and Dispose Interfering Portions of Existing Water Main to be Abandoned (Including Valves, Fire Hydrants, and Appurtenances). Return Existing Fire Hydrants and Water Valves to the City Utilities Yard at 949 W. 16th Street. Abandon Existing Water Main. Furnish & Install 8" DI Tee (Type as Indicated). Furnish & Install 8"x6" DI Tee (Type as Indicated). Furnish & Install 6" DI Tee (Type as Indicated). Furnish & Install 8"x6" DI Reducer (Type As Indicated). Furnish & Install 8" DI Bend (Angle & Type as Indicated). Furnish & Install 6" DI Bend (Angle & Type as Indicated). Furnish and Install Fire Hydrant Assembly, Including Gate Valve, Bury, Thrust Blocks, & Lateral per CNB Std-500-L. Furnish and Install 8"x12" Hot Tap to Existing 12• ACP Water Main Per CNB Std-507-L. Remove Exist 12" Gate Valve and Install 12" RW Gate Valve (CL-150), Including Anchor Blocks, Valve Box, Riser & Cover Per City Std-508-L, Std-510-L-C, Std-511-L. Furnish and Install Transition Coupling and Fittings to Join Existing Water Main. Verify Point of Connection and Existing Conditions to Confirm Required Fittings Prior to Installation. Construct Cone Collar at Valve(s) per Details on Sheet 14. Furnish & Install 12-3/4" O.D. Asphalt Coated Steel Casing Per City Std-529-L. Carrier Pipe to be 6" C-900 PVC Pipe. Furnish & Install 16" O.D. Asphalt Coated Steel Casing Per City Std-529-L. Carrier Pipe to be 8" C-900 PVC Pipe. Furnish & Install Thrust Block Per City Std-510-L (A,B,C,D, or E) As Applicable. Furnish & Install 6"x4" DI Tee (Type as Indicated) with 4" RW Gate Valve Including Anchor Block, Valve Box, Riser, and Cover Per City Std-508-L, Std-510-L-C, Std-511-L. Remove Existing Reinforced PCC Boardwalk to Nearest Full Panel and Reconstruct With 6" PCC and No. 4 Bars @ 16" EW. Finish Concrete Surface to Match Existing and Restripe To Meet Existing Condition. Dowel Into Adjacent Concrete Per City Std-105-L-B. @ Furnish and Install 4" C-900 (CL 200) PVC Water Main & DI Fittings. SEWER CONSTRUCTION NOTES @ Remove Existing Manhole and Base end Replace Manhole Per CNB Std-401-L. Match Inverts As Per Existing Condition. Backfill All Excavation Voids With Clean Send. Resurface Outside of Concrete Coller with Minimum 4" AC Hot Mix. Remove Exist 8" Sewer (Exist Concrete or VCP Pipe) and Replace With a• Extra Strength (XS) VCP Sewer. Bedding, Backfill end Trench Resurfacing Shell Be Similar to Section Indicated On Plan Except Tracer Wire is Not Required. Remove and Reconstruct 8" Extra Strength (XS) VCP Sewer For Point Repair As Per Typical Detail 16 on Sheet 14. Verify Location by Video & Coordinate With CNB Utilities Division Prior to Excavation. Bedding, Backfill and Trench Resurfacing Shall Be Similar to Section Indicated On Plan Except Tracer Wire is Not Required. Construct New 48" Diameter Manhole Per City Std-401-L Remove and Replace Existing 6" Sewer Lateral Per City Std-405-L, Including Fittings and Couplings. Verify Locations Within Mainline Replacement Limits. Lateral Replacement Length to Extend to Property Line as Directed by the City Representative. Reconnect Existing Sewer Lateral from New Main to Join Existing Sewer Lateral at Locations Directed by the City Representative. Remove Existing Manhole Vault Complete. Estimated Size Is 8'Lx10Wx8'D. Backfill to Within 12" of Grade and Pave With 4" AC over a• AB. Coordinate with New Manhole Work. Join Exist Sewer Main with Couplings @ 5' From OCSD MH. Remove Existing Cleanout and Re-Establish Service Lateral Connection Per City Std-405-L, Including Fittings and Couplings. Verify & Coordinate Locations with City Representative Prior to Starting Work. C-4067 ~.J,w~ Central Balboa Water and Sewer Improvements Ocean Front 'l'eat at 8th Sb.eet DATE: 04/22/2010 and Balboa Boulevard DESIGNED BY: DRAWN BY: DWG NO. 26901 Camino de Estrella, Suite D Capistrano Beach, California 92624 Ph: 949.240.7555 fax: 949.240.0755 Civil Engineering and Project Management l--t----11---t--------------t-----1 KN KN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5320-S 1--t----+----+---------------+--------1CHECKED BY: DATE : KN 02/2010 SHEET 8 OF 14 w 1 w i ti) I J_ 1 - T I -,--' 'II BALBOA BL \/ll. 36+89,51 C • 10+00 C/L 7ill 51. 704 14 LF 2 2 WATER CONSTRUCTION NOTES CD 0 ® @ ® @ @ @ Furnish and Install a• C-900 (CL 200) PVC Water Main & DI Fittings Per Typical Trench Sectian Indicated. See Sheet 2 for Typical Trench Section Details. Furnish and Install 6" C-900 (CL 200) PVC Water Main & DI Fittings Per Typical Trench Sectian Indicated. See Sheet 2 for Typical Trench Section Details. Remove and Replace Existing Water Main With New 8" C-900 (CL 200) PVC Water Main & DI Fittings Per Typical Trench Section Indicated. See Sheet 2 For Typical Trench Section Details. Remove and Replace Existing Water Main With New 6" C-900 (CL 200) PVC Water Main & DI Fittings Per Typical Trench Section Indicated. See Sheet 2 For Typical Trench Section Details. Remove Existing Water Service Line From the Existing Water Main to the Water Meter and Install New 1" Water Meter Service to the New Water Main, Including Meter Box and Cover Per City Std-502-L Remove Existing Water Service Line From the Existing Water Main to the Water Meter and Install New 2" Water Meter Service to the New Water Main, Including Meter Box and Cover Per City Std-503-L Furnish and Install a· RW Gate Valve (CL-150), Including Anchor Blocks, Valve Box, Riser & Cover Per City Std-508-L, Std-510-L-C, Std-511-L Furnish and Install 6" RW Gate Valve (CL-150), Including Anchor Blocks, Valve Box, Riser & Cover Per City Std-508-L, Std-510-L-C, Std-511-L Remove and Dispose Interfering Portions of Existing Water Main to be Abandoned (Including Valves, Fire Hydrants, and Appurtenances). Return Existing Fire Hydrants and Water Valves to the City Utilities Yard at 949 W. 16th Street. Abandon Existing Water Main. Furnish & Install 8" DI Tee (Type as Indicated). Furnish & Install 8"x6" DI Tee (Type as Indicated). Furnish & Install 6" DI Tee (Type as Indicated). Furnish & Install 8"x6" DI Reducer (Type As Indicated). T I - I I I I I I -I -I I 37+89,89 C/h 'II. ::LBOA BL\/IJ, BOULEVARJJ C 11+25.17 C/1-AL~ BALBOA : ) I 7 \ \/ \ \ \ \ 617 617 1/2 Sand OCEAN @ @ @ @ @ CB) Remove Replace Pad as & PCC Req' d FExMJ 7 Exist Tele, Gas, & St Lt, & Elec Lines (Protect) 312 FE::xMJ Furnish & Install 8" DI Bend (Angle & Type as Indicated). Furnish & Install 6" DI Bend (Angle & Type as Indicated). Furnish and Install Fire Hydrant Assembly, Including Gate Valve, Bury, Thrust Blocks, & Lateral per CNB Std-500-L Furnish and Install 8"x12" Hot Tap to Existing 12" ACP Water Main Per CNB Std-507-L Remove Exist 12" Gate Valve and Install 12" RW Gate Valve (CL-150), Including Anchor Blocks, Valve Box, Riser & Cover Per City Std-508-L, Std-510-L-C, Std-511-L Furnish and Install Transition Coupling and Fittings to Join Existing Water Main. Verify Point of Connection and Existing Conditions to Confirm Required Fittings Prior to Installation. Construct Cone Collar at Valve(s) per Details on Sheet 14. Furnish & Install 12-3/4" O.D. Asphalt Coated Steel Casing Per City Std-529-L Carrier Pipe to be 6" C-900 PVC Pipe. Furnish & Install 16" O.D. Asphalt Coated Steel Casing Per City Std-529-L Carrier Pipe to be 8" C-900 PVC Pipe. Furnish & Install Thrust Block Per City Std-510-L (A,B,C,D, or E) As Applicable. Furnish & Install 6"x4" DI Tee (Type as Indicated) with 4" RW Gate Valve Including Anchor Block, Valve Box, Riser, and Cover Per City Std-508-L, Std-510-L-C, Std-511-L Remove Existing Reinforced PCC Boardwalk to Nearest Full Panel and Reconstruct With 6" PCC and No. 4 Bars @ 16" EW. Finish Concrete Surface to Match Existing and Restripe To Meet Existing Condition. Dowel Into Adjacent Concrete Per City Std-105-L-B. @ Furnish and Install 4" C-900 (CL 200) PVC Water Main & DI Fittings. 20 0 ~ \ 616 20 I SCALE: 1"= \ 612 -I FRONT 40 80 l __ ~I 20' 604 8 FExMJ 12 23 FExMJ 7 "AS BUILT" These "As Built" plans were prepared from contractor supplied markups following construction completion. The engineer of record makes no wanronty as to the accuracy of the contractor supplied data and it is assumed all data shown hereon has been built as indicated. 109 107 105 \ Exist 6" ACP (Protect) PREPARED BY: REVISIONS NO. DATE BY N C I :;~a;:m~::~:::~~f~t:~c 05 2011 KN "As Built" \ I " ' \ ' \I ----t ~~\ II '7;.\ ,I \I 1' --,~ 600 " ~_,: \ \~\ \, '\ \ _J 3 Exist Tele, St Lt Elec (Protect) T Gas, & Lines REVIEWED 0 0 + '" / \ \ 522 \ i-8' 7 \ Exist ) _ -\ I (Protect ------\\ o_ ---------- ----7:-' -----I } __ s'L_r_ c='f:~ --~-_:--_I I I I __ I\ ~ ~() I 1, e_g 1"0 -=o ~ ~ I 0 .'.j z 0 -s :, z -1-z 0 CJ ,::ti=: 0 II. 0 'I"' 1-w w :z:: tn w w tn C-4067 APPROVED ~-J·-Central Balboa Water and Sewer Improvements OCEAN l'RONT 111ST DATE: 04/22/2010 from. 7th street to 8th street DESIGNED BY: DRAWN BY: DWG NO. Capistrano Beach, California 92624 Ph: 949.240.7555 faK: 949.240.0755 Civil Engineering and Project Management t--+-----+---+---------------+--------1 KN KN CITY OF NEWPORT BEACH PUBIJC WORKS DEPARTMENT W-5320-S l--+----+--+---------------+------1CHECKED BY: DATE : KN 02/2010 SHEET9 OF14 " \ 5 'i' " ' ' " I \, 'ii FExMJ 1. Exist Gas, Tele &1, St Lt Elec Lines 1 (Protect) r~-.::_-__ 1 'e..,' ·.Remov'e & -. Replace PCC • Pad <JS Req'd • Exist Tele, Gas, & St Lt, & Elec Lines (Protect) ' _,_ 520 I I 518 I I l 516 d lk ~ N 12, Cone Soar wa _ l_. Ex\st - - (Protect) _______ ,--~ -_-_ ---_ . > ' C::I ---.-• _\-------, ---c· 3FExMJ; 2 EA 1 EA . . -·. --,,,._,-c.._c.:~__.:.:__ Exist Tele Lines & _ Vqult -(Protect) -• 20 0 20 ~ I SCALE: 40 I 1"= 20' \ ___ l 510 C - 1 80 I \ 507 509 1/, 508 T PREPARED BY: 9 1/, "f- Join Exis 6" AC C '! \ 514 10' --cL--- Exist Trees Typ (Protect) 107 Exist Curb Face 500 "AS BUil T" These "As Built" plans were prepared from contractor supplied markups following construction completion. The engineer of record makes no warranty as to the accuracy of the contractor supplied data and it is assumed all data shown hereon has been built as indicated. REVISIONS NO. DATE BY 05 2011 KN "As Built" 0 0 + "' •. ' ' ' ' I ' / 101 104 8' \ Remove· & Repl_ace • 4' PCC Walk ta • _ Nearest Score. Line • (Aj,pr~x 80 SF) Exist Gas, Tele & St Lt, & Elec Lines (Protect) -l REVIEWED WATER CONSTRUCTION NOTES z 0 0 ® ® 0 2@ I- =® :, ! @) I-® Z@ 8@ ai:: @ O@ II. @ 'I"' 'I"' @ I-@ w w@) ::c Cl) w® »t@ @ @ @ @ @ Furnish and Install 8" C-900 {CL 200) PVC Water Main & DI Fittings Per Typical Trench Section Indicated. See Sheet 2 for Typical Trench Section Details. Furnish and Install 6" C-900 {CL 200) PVC Water Main & DI Fittings Per Typical Trench Section Indicated. See Sheet 2 for Typical Trench Section Details. Remove and Replace Existing Water Main With New 8" C-900 (CL 200) PVC Water Main & DI Fittings Per Typical Trench Section Indicated. See Sheet 2 For Typical Trench Section Details. Remove and Replace Existing Water Main With New 6" C-900 (CL 200) PVC Water Main & DI Fittings Per Typical Trench Section Indicated. See Sheet 2 For Typical Trench Section Details. Remove Existing Water Service Line From the Existing Water Main to the Water Meter and Install New 1 • Water Meter Service to the New Water Main, Including Meter Box and Cover Per City Std-502-L. Remove Existing Water Service Line From the Existing Water Main to the Water Meter and Install New 2" Water Meter Service to the New Water Main, Including Meter Box and Cover Per City Std-503-L. Furnish and Install 8" RW Gate Valve (CL-150), Including Anchor Blocks, Valve Box, Riser & Cover Per City Std-508-L, Std-510-L-C, Std-511-L. Furnish and Install 6" RW Gate Valve (CL-150), Including Anchor Blocks, Valve Box, Riser & Cover Per City Std-508-L, Std-510-L-C, Std-511-L. Remove and Dispose Interfering Portions of Existing Water Main to be Abandoned (Including Valves, Fire Hydrants, and Appurtenances). Return Existing Fire Hydrants and Water Valves to the City Utilities Yard at 949 W. 16th Street. Abandon Existing Water Main. Furnish & Install a· DI Tee (Type as Indicated). Furnish & Install 8"x6" DI Tee (T)Pe as Indicated). Furnish & Install 6" DI Tee (Type as Indicated). Furnish & Install 8"x6" DI Reducer (Type As Indicated). Furnish & Install a• DI Bend (Angle & Type as Indicated). Furnish & Install 6" DI Bend (Angle & Type as Indicated). Furnish and Install Fire Hydrant Assembly, Including Gate Valve, Bury, Thrust Blocks, & Lateral per CNB Std-500-L. Furnish and Install 8"x12" Hot Tap to Existing 12" ACP Water Main Per CNB Std-507-L. Remove Exist 12" Gate Valve and Install 12" RW Gate Valve (CL-150), Including Anchor Blocks, Valve Box, Riser & Cover Per City Std-508-L, Std-510-L-C, Std-511-L. Furnish and Install Transition Coupling and Fittings to Join Existing Water Main. Verify Point of Connection and Existing Conditions to Confirm Required Fittings Prior to Installation. Construct Cone Collar at Valve(s) per Details on Sheet 14. Furnish & Install 12-3/4" O.D. Asphalt Coated Steel Casing Per City Std-529-L. Carrier Pipe to be 6" C-900 PVC Pipe. Furnish & Install 16" O.D. Asphalt Coated Steel Casing Per City Std-529-L. Carrier Pipe to be 8" C-900 PVC Pipe. Furnish & Install Thrust Block Per City Std-510-L {A,B,C,D, or E) As Applicable. Furnish & Install 6"x4" DI Tee (Type as Indicated) with 4" RW Gate Valve Including Anchor Block, Valve Box, Riser, and Cover Per City Std-508-L, Std-510-L-C, Std-511-L. Remove Existing Reinforced PCC Boardwalk to Nearest Full Panel and Reconstruct With 6" PCC and No. 4 Bars @ 16" EW. Finish Concrete Surface to Match Existing and Restripe To Meet Existing Condition. Dowel Into Adjacent Concrete Per City Std-105-L-B. @ Furnish and Install 4" C-900 {CL 200) PVC Water Main & DI Fittings. C-4067 APPROVED rY:}-J ~. Central Balboa Water and Sewer Improvements OCIAN FRONT 111ST DATE: 04/22/2010 from 6th Stroet to Ia1ancl Avenue DESIGNED BY: DRAWN BY: DWG NO. N C I Nolan Consulting, Inc 26901 Camino de Estrello, Suite D Capistrano Beach, California 92624 Ph: 949.240.7555 fax: 949.240.0755 Civil Engineering and Project Management l--l---+--+---------------1--------1 KN KN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5320-S 1--+----+--+---------------+------1CHECKED BY: DATE : KN 02/2010 SHEET 10 OF 14 I ' \ I I '/1 ' I I a·- -·'. 4 +OO ' ' I • ' FExMJ 2 Each 0 Locate 12"x6" DI Redu,'.'er .. Remove and Install 12 x8 DI Reducer and Join Behind Curb 45' Bend 23 15 MJxMJ J 106 109 A-C I I ~ 108 1 \ I I 110 12' Cone Boardwalk \ (Protect) ____ \_ -----, ... Installed Co4plirig Exist Gas, Tele & St Lt Elec Lines (Protect) BALBOA \ ~"' 0 ~117 \ 112 112 1/2 --L 114 I I 116 1, I I I I I I \ \ I 1 I I I I I I I I \ \ l I C BO[JLEVARJJ -T I vi I . I T --~ir - 7 I l l 7'• l / I 127 -<: J, 0 0 + -- T 'i -~~ - ~-· -' 1 WATER CONSTRUCTION NOTES CD 0 Furnish and Install 8" C-900 (CL 200) PVC Water Main & DI Fittings Per Typical Trench Section Indicated. See Sheet 2 for Typical Trench Section Details. Furnish and Install 6" C-900 (CL 200) PVC Water Main & DI Fittings Per Typical Trench Section Indicated. See Sheet 2 for Typlcal Trench Section Details. Remove and Replace Existing Water Main With New 8" C-900 (CL 200) PVC Water Main & DI Fittings Per Typical Trench Section Indicated. See Sheet 2 For Typical Trench Section Details. Remove and Replace Existing Water Main With New 6" C-900 (CL 200) PVC Water Main & DI Fittings Per Typical Trench Section Indicated. See Sheet 2 For Typical Trench Section Details. Remove Existing Water Service Line From the Existing Water Main to the Water Meter and Install New 1 • Water Meter Service to the New Water Main, Including Meter Box and Cover Per City Std-502-L Remove Existing Water Service Line From the Existing Water Main to the Water Meter and Install New 2" Water Meter Service to the New Water Main, Including Meter Box and Cover Per City Std-503-L 119 119 1/2 121 123 I 0 Furnish and Install 8" RW Gate Valve (CL-150), Including Anchor Blocks, Valve Box, Riser & Cover Per City Std-508-L, Std-510-L-C, Std-511-L "' \ __ \_ 20 0 ~ 120 20 I 3 122 T .• I I \- Sewer Lateral I '~ Dropp,~R:---t~~r~. : \I p'-J Clear:,,!Y,lJJe"2'Main 1 . u 23 I ·1 FEsMJ 121-F'-"E='x'lM"'J'--+-c, 2 Each 7 ,t... , ' 16 23 I I f-- I 4' I ,,. 126 I -<=....C.._ ----=.~I -----1 • I ___ :_J·. 1,. 30' 56'± 50+33.82 C/L ALLEY 10+00 C/L MEDINA WAY 2 Couplings Installed at Join t +97.21 C/L MEDINA I co ~c -~ '6 i.:l::E @ 200 200 1/2 -,-----• •. -:!.' \ 'C ··1·' "AS BUILT" These "As Built" plans were prepared from contractor supplied markups following construction completion. The engineer of record makes no warranty os to the 202 40 80 accuracy of the contractor supplied data and it is assumed all data shown hereon has been built as indicated. l __ ~I SCALE: 1'' = 20 ' PREPARED BY: REVISIONS 0. L REVIEWED Furnish and Install 6" RW Gate Valve (CL-150), Including Anchor Blocks, Valve Box, Riser & Cover Per City Std-508-L, Std-510-L-C, Std-511-L Remove and Dispose Interfering Portions of Existing Water Main to be Abandoned (Including Valves, Fire Hydrants, and Appurtenances). Return Existing Fire Hydrants and Water Valves to the City Utilities Yard at 949 W. 16th Street. Abandon Existing Water Main. Furnish & Install 8" DI Tee (Type as Indicated). Furnish & Install 8"x6" DI Tee (Type as Indicated). Furnish & Install 6" DI Tee (Type as Indicated). Furnish & Install 8"x6" DI Reducer (Type As Indicated). Furnish & Install 8" DI Bend (Angle & Type as Indicated). Furnish & Install 6" DI Bend (Angle & Type as Indicated). Furnish and Install Fire Hydrant Assembly, Including Gate Valve, Bury, Thrust Blocks, & Lateral per CNB Std-500-L. Furnish and Install 8"x12" Hot Tap to Existing 12" ACP Water Main Per CNB Std-507-L. Remove Exist 12" Gate Valve and Install 12" RW Gate Valve (CL-150), Including Anchor Blocks, Valve Box, Riser & Cover Per City Std-508-L, Std-510-L-C, Std-511-L. Furnish and Install Transition Coupling and Fittings to Join Existing Water Main. Verify Point of Connection and Existing Conditions to Confirm Required Fittings Prior to Installation. Construct Cone Collar at Valve(s) per Details on Sheet 14. Furnish & Install 12-3/4" O.D. Asphalt Coated Steel Casing Per City Std-529-L Carrier Pipe to be 6" C-900 PVC Pipe. Furnish & Install 16" O.D. Asphalt Coated Steel Casing Per City Std-529-L. Carrier Pipe to be 8" C-900 PVC Pipe. Furnish & Install Thrust Block Per City Std-510-L (A,B,C,D, or E) As Applicable. Furnish & Install 6"x4" DI Tee (Type as Indicated) with 4" RW Gate Valve Including Anchor Block, Valve Box, Riser, and Cover Per City Std-508-L, Std-510-L-C, Std-511-L. @ Remove Existing Reinforced PCC Boardwalk to Nearest Full Panel and Reconstruct With 6" PCC and No. 4 Bars @ 16" EW. Finish Concrete Surface to Match Existing and Restripe To Meet Existing Condition. Dowel Into Adjacent Concrete Per City Std-105-L-B. @ Furnish and Install 4" C-900 (CL 200) PVC Water Main & DI Fittings. SEWER CONSTRUCTION NOTES @ Remove Existing Manhole and Base and Replace Manhole Per CNB Std-401-L. Match Inverts As Per Existing Condition. Backfill All Excavation Voids With Clean Sand. Resurface Outside of Concrete Collar with Minimum 4" AC Hot Mix. Remove Exist 8" Sewer (Exist Concrete or VCP Pipe) and Replace With a• Extra Strength (XS) VCP Sewer. Bedding, Backfill and Trench Resurfacing Shall Be Similar to Section Indicated On Plan Except Tracer Wire is Not Required. Remove and Reconstruct 8" Extra Strength (XS) VCP Sewer For Point Repair As Per Typical Detail 16 on Sheet 14. Verify Location by Video & Coordinate With CNB Utilities Division Prior to Excavation. Bedding, Backfill and Trench Resurfacing Shall Be Similar to Section Indicated On Plan Except Tracer Wire is Not Required. Construct New 48" Diameter Manhole Per City Std-401-L Remove and Replace Existing 6" Sewer Lateral Per City Std-405-L, Including Fittings and Couplings. Verify Locations Within Mainline Replacement Limits. Lateral Replacement Length to Extend to Property Line as Directed by the City Representative. Reconnect Existing Sewer Lateral from New Main to Join Existing Sewer Lateral at Locations Directed by the City Representative. Remove Existing Manhole Vault Complete. Estimated Size is B'Lx10Wx8'D. Backfill to Within 12" of Grade and Pave With 4 • AC over 8" AB. Coordinate with New Manhole Work. Join Exist Sewer Main with Couplings @ 5' From OCSD MH. Remove Existing Cleanout and Re-Establish Service Lateral Connection Per City Std-405-L, Including Fittings and Couplings. Verify & Coordinate Locations with City Representative Prior to Starting Work. C-4067 NO. DATE BY APPROVED rY:).J ~. Central Balboa N C I Nolan Consulting, Inc 26901 Camino de Estrella, Suite D Capistrano Beach, California 92624 Ph: 949.240.7555 fax: 949.240.0755 Civil Engineering and Project Management 05 2011 KN "As Built" DATE: 04/22/2010 DESIGNED BY: DRAWN BY: l---l----+--+---------------1--------1 KN KN 1---+----+--+---------------+------1CHECKED BY: DATE : KN 02/2010 Water and Sewer Improvements OCEAN FRONT ALLIY from Jiil•ud ,bmue to lled1na 'If~ CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT DWG NO. W-5320-S SHEET 11 OF 14 9 9 1/2 218 I ' I I ' I I 6• -I 14•·~-,-~ 14'__J -I--I i------~ I 40' ' ---I ____ _J ------ ---------------------- OCfAH ------------. ---w ----...J __ ----------------------------- I I I ----------------- - ------------1 - - - c/ __ ) 11 --\---~ ~ ~-----~-------u~=i;ilT\ 1 =1=++=-1i0- 12+.67 Remove ~xistin, Manhole & 0-+-----+---t-~/ !1: _ _j_\,\-+---+--+----+--~--l-----l--+---+--+---\-----+--~--l-----l--+---+---l----l---l-=,~n~sbti:;TI11=ss;:ewj'e;;;r=re~1e;'/'~;-;;n~o;';□tH-pieeTr=ie9iihy~SHiitdd+4«0'K0}--C 1-I -1 I I 10+00 CL '118" Dia, Man hp le \ Assumed Fin shed • urfac, over Pipe I I L() 1-->---+-8 ---1--I , H R-1-3:±0-1-, l-+----+--+----t'i1.;r ,- / / Manhol,' Rim=1EL 10 0 (As urned) I I "' I I I I I I I I .+-I ---+--,c---t--1 I ' I I I I I I I -1+---+----rn,,- 1 1 I I I I I I I I I 1 1 '-, 1+---+--1-----1 I I I " I I , LJ ., I I J 111 4-l-+--+4.--~----=t=-----+"~+---J---+-+---jf----+-+--f---+--+---+--+--+--+--+--+--+-t--+--+-""AS-B -Uta;-'f'''+---t--+--+-1,------,--1 1----+-- ""' Verif , & Jo,in Exi:,l I I : '1 1 1 I I These "As Builtj plans were pre~,_e_d_fr4(!)_rn _ _,,___+-+ 1 _,/-+-----+----1----< colitractdr SUpflhed markup~ follo"1,ng j cohstruction co:mpleti6n. T~e engineer 0f 1 1 : reqord makes ~o warranty as to l he L_ ~ 2L__-+--+---+--t--+---t--+---+--+---+--t--+---+--+---+--+---+--t--+---t-t -,?"'C"f"'U"'ra"'c"'y*I "or tnr contractor suppli1clclat9 ana-■---+-+,-I 1-111+---+--;-- it /S ass~rned all data sho1 n hereon has been buil1t as ihdicatdd. I l--1---1---1----+----t--+---+---l---l---l----+----t--+---+---l---+--t---+----l--+---+--+-t,t~~~~~~~.t~~~~.i;--~~~~t~~~~;,;~~~~;,;~~~~~~~~.;;1--t-1 -·l-j-.+---t---+----I 0-+---+0'------+---+--+----1-->---+--+-1---+--·+--0 Furnish a.nd Ins .all 2712 LF , " VCFI (XS) Sewer Pipe Remowe Exi~ting , " Sewer Pip,' 1--1---1---........,;-0+0,,v __ ,_+----+---+---+----,---+---+--+----+----, '.-1-+0t_--1>--t---+----1--+---+--+---+--+---+--i~-:2+011C-->-+-----+---t---+----,---+---+--+----+---1 ',"' 3+00 SEWER PROFILE I I I I I -- I I I I -- 406A 4068 WATER CONSTRUCTION NOTES CD 0 Furnish and Install 8" C-900 (CL 200) PVC Water Main & DI Fittings Per Typical Trench Section Indicated. See Sheet 2 for Typical Trench Section Details. Fumlsh and Install 6" C-900 (CL 200) PVC Water Main & DI Fittings Per Typical Trench Section Indicated. See Sheet 2 for Typical Trench Section Details. Remove and Replace Existing Water Main With New 8" C-900 (CL 200) PVC Water Main & DI Fittings Per Typical Trench Section Indicated. See Sheet 2 For Typical Trench Section Details. Remove and Replace Existing Water Main With New 6" C-900 (CL 200) PVC Water Main & DI Fittings Per Typical Trench Section Indicated. See Sheet 2 For Typical Trench Section Details. Remove Existing Water Service Line From the Existing Water Main to the Water Meter and Install New 1• Water Meter Service to the New Water Main, Including Meter Box and Cover Per City Std-502-L Remove Existing Water Service Line From the Existing Water Main to the Water Meter and Install New 2" Water Meter Service to the New Water Main, Including Meter Box and Cover Per City Std-503-L Furnish and Install 8" RW Gate Valve (CL-150), Including Anchor Blocks, Valve Box, Riser & Cover Per City Std-508-L, Std-510-L-C, Std-511-L. Furnish and Install 6" RW Gate Valve (CL-150), Including Anchor Blocks, Valve Box, Riser & Cover Per City Std-508-L, Std-510-L-C, Std-511-L. Remove and Dispose Interfering Portions of Existing Water Main to be Abandoned (Including Valves, Fire Hydrants, and Appurtenances). Return Existing Fire Hydrants and Water Valves to the City Utilities Yard at 949 W. 16th Street. Abandon Existing Water Main. Furnish & Install 8" DI Tee (Type as Indicated). Furnish & Install 8"x6" DI Tee (Type as Indicated). Furnish & Install 6" DI Tee (Type as Indicated). Furnish & Install 8"x6" DI Reducer (Type As Indicated). Furnish & Install 8" DI Bend (Angle & Type as Indicated). PROFILE SCALE Horz: 1 "=20' Vert: 1 "=2' PREPARED BY: NO. DATE -I /1\ os12011 20 0 20 40 80 I I 408A 4088 I I 410 I I ------L._ 412 412 1/2 I I -- _/_ 414A 4148 414C --I I I Io ,'/ l 416 I I I I 418 ---_/ __ -----fttL ~ I I,' I I I I I Furnish & Install 6" DI Bend (Angle & Type as Indicated). Furnish and Install Fire Hydrant Assembly, Including Gate Valve, Bury, Thrust Blocks, & Lateral per CNB Std-500-L. SEWER CONSTRUCTION NOTES Furnish and Install 8"x12" Hot Tap to Existing 12• ACP Water Main Per CNB Std-507-L. Remove Exist 12" Gate Valve and Install 12" RW Gate Valve (CL-150), Including Anchor Blocks, Valve Box, Riser & Cover Per City Std-508-L, Std-510-L-C, Std-511-L. Furnish and Install Transition Coupling and Fittings to Join Existing Water Main. Verify Point of Connection and Existing Conditions to Confirm Required Fittings Prior to Installation. Construct Cone Collar at Valve(s) per Details on Sheet 14. Furnish & Install 12-3/4" O.D. Asphalt Coated Steel Casing Per City Std-529-L. Carrier Pipe to be 6" C-900 PVC Pipe. Furnish & Install 16" O.D. Asphalt Coated Steel Casing Per City Std-529-L. Carrier Pipe to be 8" C-900 PVC Pipe. Furnish & Install Thrust Block Per City Std-510-L (A,B,C,D, or E) As Applicable. Furnish & Install 6"x4" DI Tee (Type as Indicated) with 4" RW Gate Valve Including Anchor Block, Valve Box, Riser, and Cover Per City Std-508-L, Std-510-L-C, Std-511-L. @ @ Remove Existing Reinforced PCC Boardwalk to Nearest Full Panel and Reconstruct With 6" PCC and No. 4 Bars Cl> 16" EW. Finish @ @ Concrete Surface to Match Existing and Restripe To Meet Existing Condition. Dowel Into Adjacent Concrete Per City Std-105-L-B. @ Furnish and Install 4" C-900 (CL 200) PVC Water Main & DI Fittings. REVISIONS BY APPROVED KN "As Built" REVIEWED ~~.L_J _} ) ,_, • ,=-e-,__4- DATE: 04/22/2010 DESIGNED BY: DRAWN BY: Remove Existing Manhole and Base and Replace Manhole Per CNB Std-401-L. Match Inverts As Per Existing Condition. Backfill All Excavation Voids With Clean Sand. Resurface Outside of Concrete Collar with Minimum 4" AC Hot Mix. Remove Exist 8" Sewer (Exist Concrete or VCP Pipe) and Replace With 8" Extra Strength (XS) VCP Sewer. Bedding, Backfill and Trench Resurfacing Shall Be Similar to Section Indicated On Plan Except Tracer Wire is Not Required. Remove and Reconstruct 8" Extra Strength (XS) VCP Sewer For Point Repair As Per Typical Detail 16 on Sheet 14. Verify Location by Video & Coordinate With CNB Utilities Division Prior to Excavation. Bedding, Backfill and Trench Resurfacing Shall Be Similar to Section Indicated On Plan Except Tracer Wire is Not Required. Construct New 48" Diameter Manhole Per City Std-401-L Remove and Replace Existing 6" Sewer Lateral Per City Std-405-L, Including Fittings and Couplings. Verify Locations Within Mainline Replacement Limits. Lateral Replacement Length to Extend to Property Line as Directed by the City Representative. Reconnect Existing Sewer Lateral from New Main to Join Existing Sewer Lateral at Locations Directed by the City Representative. Remove Existing Manhole Vault Complete. Estimated Size is 8'Lx10Wx8'D. Backfill to Within 12" of Grade and Pave With 4 • AC over 8" AB. Coordinate with New Manhole Work. Join Exist Sewer Main with Couplings @ 5' From OCSD MH. Remove Existing Cleanout and Re-Establish Service Lateral Connection Per City Std-405-L, Including Fittings and Couplings. Verify & Coordinate Locations with City Representative Prior to Starting Work. C 4067 Central Balboa Water and Sewer Improvements OCEAN FRONT ALLIY from Coronado Sbieet w t\cJ•rn• !3treet DWG NO. ~ l~I l __ ______,I 1" = 20' * Exp. 12/31/12 * "''-11!' CJVI\.. ~,.,. OF C,A.\..\~ N C I Nolan Consulting, Inc 26901 Camino de Estrella, Suite D Capistrano Beach, California 92624 Ph: 949.240.7555 fax: 949.240.0755 Civil Engineering and Project Management l---lt---t--1---------------1-----j KN KN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5320-S SCALE: 1--t---+--+---------------t------jCHECKED BY: DATE : KN 02/2010 SHEET 12 OF 14 SEWER CLEANOUT REMOVAL ALLEYS 248 and 256-K"AS BUILT" General Pavement Resurfacing and Trench Canstructian Notes: A. Contractor to match adjacent grades when reconstructing pavement. Topographic survey shall be conducted by Contractor to re-establish grades and flowlines for new pavement to the satisfaction of the City Engineer. B. Unless specified otherwise on the plans and/or details or directed by the Engineer, trench resurfacing shall be with AC Hot Mix Pavement. AC pavement shall be a minimum 1" Thicker than existing AC section but no less than 4" of AC thickness for full width of trench, including any extension beyond trench section (minimum). C. Minimum trench resurfacing width for water and sewer mains shall be 5' per City Std-1 05-L-B. Water and sewer laterals a minimum 2' wide, unless noted otherwise. All removals shall be sawcut as indicated or to nearest expansion joint as directed by the City Engineer. D. Existing utility surface vaults, valve covers & manhole covers shall be protected in-place and reset to be flush with new pavement surface where affected by work. E. Contact joints with existing AC pavement shall be tack coated prior to placing new pavement section per Greenbook Specifications. F. Backfill and Bedding shall be per City Std-106-L. Otherwise subgrade shall be prepared per Greenbook specifications. G. The Contractor is responsible for maintaining trench stability and adjacent paving. Any excavation or trench wall caving, or adjacent pavement failure, resulting from the Contractor's operations, is the responsibility of the Contractor at no additional cost to the City. Water Mains Under Concrete Boardwalk: A. Concrete boardwalk shall be removed and replaced to nearest full panel per plan. Replacement concrete shall 6" thick with #4 bars at 16" each way. Match existing adjacent concrete finish, grades and striping. B. Contractor to match adjacent grades when joining concrete alley gutter in trench areas. C. Subgrade Shall be prepared and compacted per Greenbook specifications. D. All removals shall be sawcut as indicated or to nearest expansion joint or as directed by the Engineer. Water Service Replacement & Temporary Ely-Pass: A. Contractor to replace water meter services as indicated on plan, including water service adjustments on the private side of the meter to the new depth and location per CNB Std-502-L and Std-503-L as indicated on plan, or otherwise directed by the City Engineer .. B. Contractor shall resurface trenches for water service with hot-mix a minimum 1" Thicker than existing AC section but no less than 4 • AC thickness for full width of trench over compacted backfill. C. Contractor to provide for temporary water service & bypass during service replacement per project specifications. Maximum service bypass setup shall not exceed the length of 1 alley segment between nearest intersecting streets or alleys. Water line installation work & bypass shall be completed to the satisfaction of the City inspector before next segment of alley water line work is initiated. B. Subgrade shall be prepared and compacted per Greenbook specifications. D. Minimum trench width for water services shall be 24" Per City Std-1 05-L. All removals and pavement join edges shall be sawcut. Adjacent Structure &: Exist Courtyard Exist Wall (Protect) Exist 12' Cone Boardwalk Remove and Replace to Match & 1'+/- Exist Elec (St Lt) Verify Location & Protect Install New Water Main at 36"' Minimum Cover. u C 0 (.) -0 0 o> u m "' 0. a: --' (.) Existing Sand DOTOC~xist 8" Gas? Verify Location & Protect ~~-,._-~~~-F Typical Section (0 Through San Playground V ' (_'; I ' I I I I_,,'-, I <f c: I 14'__J 40' I I J No Scale I 828 I - ~s· CJ ___ _ ----r- cifJ) These "As Built" plans were prepared from contractor supplied markups following construction completion. The engineer of record makes no warranty as to the accuracy of the contractor supplied data and it is assumed all data shown hereon has been built as indicated. Adjacent Structure & Exist Courtyard Vories Exist Wall (Protect) "' Exist 12' Cone Boardwalk & 1'+/- Exist Elec (St Lt) Verify Location & Protect Install New Water Main at 36" Minimum Cover. u C 0 (.) -0 m "' c;l 0 0. a: --' (.) "' C '6 u m ID Replace Turf With Sod to Match Existing. Prepare Subgrcde Per Manufacturers Recommendations. Existing Turf C\ Exist a• Gas Verify Location & Protect ---~T,....y..Lp_ic_a_l~S_e_c_ti~o~n~----0 Under Grass Turf v No Scale l -- OCEAN Scale: 1 "=20' PREPARED BY : NO. DATE BY N C I ;;~a~m~::e~:~:i~~f;t:~c 05 2011 KN Adjacent Structure & Exist Courtyard REVISIONS "As Built" Vories Exist Woll (Protect) Exist 12' Cone Boardwalk & 1'+/- g 0 (.) Exist Elec (St Lt) ---,K) Verify Location & Protect Install New Water Main at 36" Minimum Cover. "' C '6 ] ID 0 Q. a: --' (.) ~ I~ • u ~ ~ ~ u C ' ID ~ T ical Section Replace Existing AC Pavement over Trench With 4 • AC on Compacted Native Existing AC Pavement 0 ~ Exist 811 Gas Verify Location & Protect Under Asphalt Playground No Scale -- 800 \ \ /, l ' I I 1 1 I ": I '1 L----- ' Note Regarding Sewer Cleanout Removals: The City will make the determination which C.O.s along Alley 256-K and Alley 248 will be replaced. A total of 17 cleanout removals are estimated for bidding and is reflected in the bid proposal. REVIEWED APPROVED I I I I I I I I I I Central Balboa I I C-4067 ~1.JJ ) ~. ~-4 Water and Sewer Improvements Miscellaneous Details No. 1 DATE: 04/22/2010 DESIGNED BY: DRAWN BY: DWG NO. Capistrano Beach, California 92624 Ph: 949.240.7555 fax: 949.240.0755 Civil Engineering and Project Management t--t-----+---+---------------+-------1 KN KN CITY OF NEWPORT BEACH PUBIJC WORKS DEPARTMENT W-5320-S 1--+-----+--+-----------------+--------1CHECKED BY: DATE : KN 02/2010 SHEET 13 OF 14 "AS BUil T" These "As Built" plans were prepared from contractor supplied markups following construction completion. The engineer of record makes na warranty as to the accuracy of the contractor supplied data and it is assumed all data shown hereon has been built as indicated. MJ i:; . "-• v :'f-iori~ -.· • "' _, . Thu(st Bl~ci ,_ Flanged DI Tee with 3 Valves No Scale V C 0 a. .,, -u a :i Q.) ~ u._c, ~ o-~ 0 -U 0 C rn v-u u O:'.:S: 12" Concr!t~s1oEadr~:af:\ ~ f j ----- E 12" Thick Concrete Collar C-900 PVC Pipe (Typ) MJ Fig FlgxMJ DI Tee with 2 Valves In-Line No Scale Top Renforceme□t #4 Bars Epoxy Coated. Wrap Around Valve Can & Dowel Into Cone Boardwalk With 6" Embedment Bottom Renforcement # 4 Bar Epoxy Coated. Wrap Around Valve Can. Doweling Not Required New Water Main Concrete Collar at Boardwalk Edge Slngle Valve Condition No Scale eo· • Remove & Dis 811 VCP Install a. ~ See Plan far Length ( 4' Min) ] ~ Exist 8" VCP Exist 8" VCP LLJ 8" Extra w [(Protect) (Protect)~ ] Strength VCP ] ~----------~ (__ - - - - ----------~ - - - - -_J Notes: 1. Verify Point Repair Location & Length by Video and Coordinate Location with CNB Utilities Division & Inspector Prior to Excavation. 2. Maintain Positive Pipe Slope. ical an Sewer Point Re air Detail No Scale PREPARED BY: s• Dia Dbl SS Banded Rubber Mechanical Coupling (Fernco or Caulder) Typical at Each End of Join. C-900 PVC Pipe (Typ) NO. DATE BY 05 2011 KN MJ •· > ' • (!) , • : J'lerz _i . ,• ~ Tb urst Elio ck.; • ~ . . ·,. C-900 PVC Pipe (Typ) MJ FlgxMJ DI Tee 2 Valves Branched ® No Scale Exist Edge of Concrete Boardwalk 1211 12" Thick Concrete Collar I r;=i I I I I V > 0 > _J u V > 0 > _J u MJ f---L.,_ MJ C-900 PVC Pipe (Typ) FlgxMJ DI Tee with Valve @ Branch~ No Scale ~ 12" Mid-Si;i□n Renforcement #4 Ba rs Epoxy Coated. Dowel Into Cone Boardwalk with 6" Embedment Top Renforcement #4 Bars Epoxy Coated. Wrap Around Valve Can & Dowel Into Cone Boardwalk With 6" Embedment Bottom Renforcement # 4 Bar Epoxy Coated. Wrap Around Valve Cans. Not Doweled CL New Water Main ,::-1:> c,t::i Concrete Collar at Boardwalk Edge Two Valve Condition Exist Edge of Concrete Boardwalk V C 0 a. .,, --0 C :,ID ~ LLQ "E o-~ 0 --o 0 C rn v-u V U.!?L C a.V 0 V ..c: u (]:'.,:: E 12" Thick Concrete Collar REVISIONS 12" No Scale I r;=i I I I V > :!; _J u 12" Mid-Span Renforcement #4 Bars Epoxy Coated. ,.,---:::;.-:,,.-Dowel Into Cone Boardwalk with 6" Embedment Top Renforcement #4 Ba rs Epoxy Coated. Wrap Around Valve Can & Dowel Into Cone Boardwalk With 6" Embedment Bottom Renforcement # 4 Bar Epoxy Coated. Wrap Around Valve Cans. Not Doweled CL New Water Main Concrete Collar at Boardwalk Edge Three Valve Condition No Scale REVIEWED APPROVED Central Balboa C-4067 "As Built" rY:).J ~. Water and Sewer Improvements DATE: 04/22/2010 MISCEIJ.ANEOUS DET~ NO. 2 DESIGNED BY: DRAWN BY: DWG NO. N C I Nolan Consulting, Inc 26901 Camino de Estrella, Suite D Capistrano Beach, California 92624 Ph: 949.240.7555 fax: 949.240.0755 Civil Engineering and Project Management l--f----+--+---------------f-------1 KN KN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5320-S t--+------i--+------------------+-------1CHECKED BY: DATE : KN 02/2010 SHEET 14 OF 14 :::r:: ~ m z 0 t, ii:1 z => f ~ I :::r:: I..,._ ADAMS Al/f.. CITY OF COSTA MESA \IICTORLol 19TH Project Location VICINllY MAP NO SCALE BAKER ~ Q ~ <D ORANGE COAST COLLEGE ORANGE CO. F.oJRGROUNDS ~ 0 <D ~ ~ ;i; ~ il: t- ~ & '-'(<._ 0'& ® ~, ~~-i Cl f, 9..::S '-'~ 0 3 CD Utt VERSI TY Cle BAY 9 -=> <::::i :,: 1,CITY 0:: be <( /, OF BIS u AV~ S,1>'> NEWP BEA ~ BONITA CYN (SEE SHEET INDEX MAP ON SHEET 2) ----- -+O+- s " " Gas F T Cb ------- L CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG SYMBOL LEGEND PROPERlY LINE LOT LINE CENTERLINE NEW WATER MAIN NEW VALl/f. NEW FIRE HYDRANT SEWER LINE EXIST WATER LINE GAS LINE ELECTRICAL LINE TELEPHONE LINE CABLEVISION LINE EXIST CURB OR CONC EDGE DETAIL NUMBER SHEET NUMBER POWER POLE SI! I SANITARY SEWER MANHOLE FIRE HYDRANT ] •NH WATER METER BOX I C H GAS METER ,;s, EXISTING VALVE Fffi=1 ELECTRICAL VAULT POWER POLE ANCHOR BLOCKWALL 0 TREE .LLL LLL LLL .LLL ASPHALT PAVEMENT '::'i'i'i'i',' ; ; , ; ; ; :1 ;r:, :C:•: BRICKWALK I I CONCRETE ~ttttaata BUILDING STREET LIGHT EMERGENCY TELEPHONE NUMBERS AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY AT&T CITY OF NEWPORT BEACH (UTILITIES DEPT.) COUNTY SANITATION DISTRICTS ADELPHIA CABLE COt.iMUNITY CABLEVISION UNDERGROUND SERVICE ALERT TELEPHONE 800-624-8153 800-611-1911 611 949-644-3011 714-962-2411 949-542-6222 949-720-4040 800-422-4133 CITY OF IRVINE ~- ~~ 'a, ~ U.C.I. GENERAL NOTES: 1. ALL WORK SHALL CONFORM TO THE CITY OF NEWPORT BEACH "DESIGN CRITERIA, STANDARD SPECIAL PROVISIONS & STANDARD DRAWINGS FOR PUBLIC WORKS CONSTRUCTION" 2004 EDITION, AND WHERE APPLICABLE, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREENBOOK") LATEST EDITION ADOPTED BY THE CITY OF NEWPORT BEACH. 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. STATIONING REFERS TO CENTERLINE OF STREETS AND IS PROVIDED FOR REFERENCE ONLY UNLESS NOTED OTHERWISE. 4. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS AND UTILITIES DEPARTMENTS 48 HOURS IN ADVANCE OF ANY WORK IN THE PUBLIC R/W. THE PUBLIC WORKS PHONE NUMBER IS (949) 644-3311 AND THE UTILITIES DEPARTMENT PHONE NUMBER IS (949) 644-3011. PUBLIC WORKS DEPARTMENT 5. THE CONTRACTOR SHALL VERIFY ALL EXISTING GRADES COMPARED TO PROPOSE GRADES PRIOR TO INSTALLNG WATER MAINS OR POURING CONCRETE. IF A DISCREPANCY IS APPARENT BETWEEN FIELD CONDITIONS AND WHAT IS INDICATED ON THE PLANS, THE CONTRACTOR SHALL CONTACT THE DESIGN ENGINEER FOR RESOLUTION. CENTRAL BALBOA 6. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH WITH ADJOINING IMPROVEMENTS. ALL REINFORCING STEEL SHALL BE GRADE 60, EPOXY COATED, CONFORMING TO ASTM A775 AND D3963. WATER AND SEWER IMPROVEMENTS C-4067 7. ALL PIPE SHALL BE BEDDED PER CITY OF NEWPORT BEACH STD-106-L. ALL SAND FOR BEDDING SHALL HAVE A MINIMUM SE 30. ALL WATER MAINS SHALL HAVE A MINIMUM COVER OF 36" FROM FINISHED SURFACE. 8. ALL WATER MAIN FITTINGS SHALL BE DUCTILE IRON MECHANICAL JOINTS WITH RETAINER GLANDS UNLESS SPECIFIED OTHERWISE. FITTINGS SHALL CONFORM TO AWWA STANDARDS C-104, C-110, C-111, & C-153, ALL WATER MAIN FITTINGS SHALL HAVE AN 8 MIL LOOSE POLYETHYLENE ENCASEMENT PER SECTION 207-9.2.6 OF THE CITY STANDARD SPECIFICATIONS. AB APPROVED: APPROVED: PUBLIC WORKS DIRECTOR DEPUTY PUBLIC WORKS DIRECTOR/CITY ENGINEER ABBREVIATIONS MIN DATE: R.C.E. 36106 DATE: R.C.E. 47961 AC APWA AGGREGATE BASE ASPHALT CONCRETE AMERICAN PUBLIC WORKS N NO NTS oc PCC PLCS PVC PVMT RAD REINF RET MINIMUM NORTH NUMBER BLDG BS BW CF CIP CLR CMU CONC DBL DIA D/S E ASSOCIATION BUILDING BOTTOM OF STAIR BOTTOM OF WALL CUBIC FOOT OR CURB FACE CAST IN PLACE CLEARANCE CONCRETE MASONRY UNIT CONCRETE DOUBLE DIAMETER DOWNSTIREAM EAST s s = SD NOT TO SCALE ON CENTER or ON CURVE PORTILAND CEMENT CONCRETE PLACES POLYVINYL CHLORIDE PAVEMENT RADIUS REINFORCEMENT RETAINING SOUTH SLOPE EX or EXIST FF EXISTING FINISHED FLOOR ss STD STL ST STORM DRAIN SANITARY SEWER STANDARD STEEL FG FL FS GLV HORZ HP ID INV L FINISHED GRADE FLOWLINE FINISHED SURFACE GALVANIZED HORIZONTAL HIGH POINT INSIDE DIAMETER INVERT LEFT "AS BUILT" These "As Built" plans were prepared from contractor supplied markups following construction completion. The engineer of record makes no warranty cs to the accuracy of the contractor supplied date end it is assumed ell date shown hereon hos been built cs indicated. PREPARED BY : TC TG TS TW TYP STL ST UBC VERT w W/ STREET TOP OF CURB TOP OF GRATE TOP OF STAIR TOP OF WALL TYPICAL STEEL STREET UNIFORM BUILDING CODE VERTICAL WEST WITH POTHOLING FOR UTILllY LOCATIONS: THE CONTRACTOR IS RESPONSIBLE FOR POTHOLING ALL EXISTING UTILITIES WHICH MAY BE AFFECTED BY THE WORK, AND TO VERIFY POINTS OF CONNECTION AND POTENTIAL CONFLICTS. NO SEGMENT OF WORK FOR NEW PIPELINE SHALL BEGIN UNTIL THE CONTRACTOR HAS POTHOLED AND VERIFIED POINTS OF CONNECTION AND RELATED CONNECTION MATERIAL REQUIREMENTS, AND COORDINATED THE FINAL LAYOUT OF THE NEW PIPELINE WITH THE CITY REPRESENTATIVE, INCLUDING ADJUSTMENTS DUE TO FIELD CONFLICTS WITH OTHER UTILITIES OR STRUCTURES ABOVE OR BELOW GROUND. APPROVAL RECOMMENDED APPROVAL RECOMMENDED NCI Nolan Consulrlng!II Inc 26901 Camino de Estrella, Suite D Capistrano Beach, Colifomio 92624 Ph: 949.24-0.7555 fax: 949.24-0.0755 UTILITIES DIRECTOR GENERAL SERVICES DIRECTOR Civil Engineering and Project Manage,nent R.C.E. NO. 52646 DATE DATE DATE WA lER CONSTRUCTION NOTES CD 0 @ @ @ @ @ @ @ @ @ @) Furnish end Install 8" C-900 (CL 200) PVC Weter Mein & DI Fittings Per Typical Trench Section Indicated. See Sheet 2 for T)Piccl Trench Section Details. Furnish end Install 6" c-goo (CL 200) PVC Weter Mein & DI Fittings Per Typical Trench Section Indicated. See Sheet 2 for T)Piccl Trench Section Details. Remove end Replace Existing Weter Mein With New B" C-900 (CL 200) PVC Weter Mein & DI Fittings Per T)Plccl Trench Section Indicated. See Sheet 2 For Typical Trench Section Details. Remove end Replace Existing Water Mein With New 6" C-900 (CL 200) PVC Weter Mein & DI Fittings Per T)Piccl Trench Section Indicated. See Sheet 2 For Typical Trench Section Details. Remove Existing Weter Service Line From the Existing Weter Main to the Weter Meter end Install New 1 • Weter Meter Service to the New Weter Mein, Including Meter Box end Cover Per City Std-502-L. Remove Existing Weter Service Line From the Existing Weter Mein to the Weter Meter end Install New 2" Weter Meter Service to the New Weter Mein, Including Meter Box end Cover Per City Std-503-L. Furnish end Install 8" RW Gate Valve (CL-150), Including Anchor Blocks, Valve Box, Riser & Cover Per City Std-508-L, Std-510-L-C, Std-511-L. Furnish end Install 6" RW Gate Valve (CL-150), Including Anchor Blocks, Valve Box, Riser & Cover Per City Std-508-L, Std-510-L-C, Std-511-L. Remove and Dispose Interfering Portions of Existing Weter Mein to be Abandoned (Including Valves, Fire Hydrants, end Appurtenances). Return Existing Fire Hydrants and Weter Valves to the City Utilities Yard ct 949 W. 16th Street. Abandon Existing Weter Mein. Furnish & Install 8" DI Tee (Type cs Indicated). Furnish & Install 8"x6" DI Tee (Type cs Indicated). Furnish & Install 6" DI Tee (Type cs Indicated). Furnish & Install 8"x6" DI Reducer (T)Pe As Indicated). Furnish & Install 8" DI Bend (Angle & Type cs Indicated). Furnish & Install 6" DI Bend (Angle & Type cs Indicated). Furnish end Install Fire Hydrant Assembly, Including Gate Valve, Bury, Thrust Blocks, & Lateral per CNB Std-500-L. Furnish end Install 8"x12" Hot Tep to Existing 12· ACP Weter Mein Per CNB Std-507-L. Remove Exist 12" Gate Valve end Install 12" RW Gate Valve (CL-150), Including Anchor Blocks, Valve Box, Riser & Cover Per City Std-508-L, Std-510-L-C, Std-511-L. Furnish and Install Transition Coupling end Fittings to Join Existing Weter Mein. Verify Point of Connection end Existing Conditions to Confirm Required Fittings Prior to Installation. Construct Cone Coller ct Vclve(s) per Details on Sheet 14. Furnish & Install 12-3/4" O.D. Asphalt Coated Steel Casing Per City Std-529-L. Carrier Pipe to be 6" C-900 PVC Pipe. Furnish & Install 16" O.D. Asphalt Coated Steel Casing Per City Std-529-L. Carrier Pipe to be 8" C-900 PVC Pipe. Furnish & Install Thrust Block Per City Std-510-L (A,B,C,D, or E) As Applicable. Furnish & Install 6"x4" DI Tee (Type cs Indicated) with 4" RW Gate Valve Including Anchor Block, Valve Box, Riser, end Cover Per City Std-508-L, Std-510-L-C, Std-511-L. @ Remove Existing Reinforced PCC Boardwalk to Nearest Full Panel end Reconstruct With 6" PCC end No. 4 Bers @ 16" EW. Finish Concrete Surface to Match Existing end Restripe To Meet Existing Condition. Dowel Into Adjacent Concrete Per City Std-105-L-B. @ Furnish end Install 4" C-900 (CL 200) PVC Water Mein & DI Fittings. 9 THRUST BLOCKS SHALL BE INSTALLED ON ALL WATER MAIN FITTINGS AND VALVES IN ACCORDANCE WITH CITY STD-510-L (A,B,C,D&E) AS APPLICABLE, REGARDLESS OF WHETHER THEY ARE SHOWN ON THE PLANS. 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF NEWPORT BEACH FIRE DEPARTMENT 48 HOURS IN ADVANCE OF SHUT DOWN OF ANY FIRE HYDRANTS. THE CONTRACTOR SHALL NOTIFY THE CITY FIRE DEPARTMENT 48 HOURS IN ADVANCE OF ANY TRAFFIC LANE CLOSURES. 11. THE CONTRACTOR IS RESPONSIBLE FOR ALL WATER MAIN DEWATERING AND DISPOSAL ACCORDING TO LOCAL AND REGIONAL PERMITTING REQUIREMENTS AND DISCHARGE REGULATIONS. 12. ALL HARDWARE FOR FLANGED JOINTS, HARNESS ASSEMBLIES, FITTING RESTRAINTS, TRANSITION COUPLINGS, MECHANICAL JOINT HARWARE, AND FASTENERS SHALL BE THREADED FASTENERS FABRICATED FROM 316 STAINLESS STEEL AND COATED LIBERALLY WITH AND APPROVED ANTI-SEIZE COMPOUND. 13. ALL FLANGED JOINTS SHALL BE JOINED WITH CLOTH REINFORCED BUTA-N RUBBER FULL FACED GASKETS. 14. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE DURING THE CONSTRUCTION PERIOD. 15. WALLS AND FACES OF EXCAVATIONS GREATER THAN 5 FEET IN DEPTH SHALL BE EFFECTIVELY PROTECTED BY A SHORING SYSTEM. SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN 5 FEET IN DEPTH SHALL BE PROTECTED WHEN INSPECTIONS INDICATE THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 16. THE CONTRACTOR SHALL INSTALL #10 GAUGE INSULATED TRACER WIRE ON ALL NEW PVC WATER MAINS. CONTACT CITY UTILITIES REPRESENTATIVE ALEX SOTO AT (949) 718-3410 FOR INSTALLATION INSTRUCTIONS. 17. THE CONTRACTOR SHALL CONTACT ALEX SOTO (949) 718-3410 OF THE UTILITIES DEPARTMENT REGARDING UTILITY POTHOLING THROUGHOUT THE DURATION OF THE PROJECT. 18. THE CONTRACTOR SHALL RELOCATE METER BOXES TO PROPERTY LINE UNLESS OTHERWISE DIRECTED BY CITY PERSONNEL. THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTING THE WATER SERVICE ON THE PRIVATE SIDE OF THE METER TO NEW DEPTH AND LOCATION AS PER CITY STD-502-L AN STD-503-L. SEWER CONSTRUCTION NOTES @ Remove Existing Manhole end Base end Replace Manhole Per CNB Std-401-L. Match Inverts As Per Existing Condition. Backfill All Excavation Voids With Clean Send. Resurface Outside of Concrete Coller with Minimum 4" AC Hot Mix. Remove Exist 8" Sewer (Exist Concrete or VCP Pipe) end Replace With 8" Extra Strength (XS) VCP Sewer. Bedding, Backfill end Trench Resurfacing Shell Be Similar to Section Indicated On Plan Except Tracer Wire is Not Required. Remove end Reconstruct 8" Extra Strength (XS) VCP Sewer For Point Repair As Per T)Piccl Detail 16 on Sheet 14. Verify Location by Video & Coordinate With CNB Utilities Division Prior to Excavation. Bedding, Backfill end Trench Resurfacing Shell Be Similar to Section Indicated On Plan Except Tracer Wire is Not Required. Construct New 48" Diameter Manhole Per City Std-401-L Remove end Replace Existing 6" Sewer Lateral Per City Std-405-L, Including Fittings end Couplings. Verify Locations Within Mainline Replacement Limits. Lateral Replacement Length to Extend to Property Line as Directed by the City Representative. Reconnect Existing Sewer Lateral from New Mein to Join Existing Sewer Lateral ct Locations Directed by the City Representative. Remove Existing Manhole Vault Complete. Estimated Size is 8'Lx10Wx8'D. Backfill to Within 12" of Grade end Pave With 4" AC over 8" AB. Coordinate with New Manhole Work. Join Exist Sewer Mein with Couplings @ 5' From OCSD MH. Remove Existing Clecnout end Re-Establish Service Lateral Connection Per City Std-405-L, Including Fittings end Couplings. Verify & Coordinate Locations with City Representative Prior to Starting Work. C-4067 REVISIONS APPROVAL RECOMMENDED Central Balboa NO. DATE BY APPROVED f-"1 "'-10=5~20~1~1-+-'K=N-'-t_"~A~s ~B=u=il~t'_' -----------+-----1 ASSISTANT CITY ENGINEER R.C.E. NO. 46214 DATE: DESIGNED BY: DRAWN BY: >----1------<f-----1---------------+----~ KN KN >----1------,f-----1---------------+----~CHECKED BY: DATE : KN 02/2010 Water and Sewer Improvements TITLE SHEET CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PROJECT NO. W-5320-S SHEET 1 OF 14 Adjacent Structure &: Exist Pvmt z I-0 :z: -" ~ -I-ll: ::, , I /I ,1--'""-'""---1~ 0: ,--'5---~ ~-- I I I\ I I\ I I 11 I I I 11 I I )I I I-I I l I I --• .,..,-: .-:--_ -~cc~~,1-., =-=-------... L Exist 20' Cone Alley w/Conc Gutter ~ Varies I ' ~ ~ 0: 1-._ " f'- ( 1-._ Varies u 1e en y Adjacent Structure '1 I ~ f'-or Exist Pvmt 8 _ _ _ Concrete E~~ite;: ~J 1 4 , ~ S L -~ _,.--f-----1 ----1---,-r,-------rl~:'11TPJe-1 !------U--Jlc--1--,-.,.--:-r tt r u ,:::::,J,I ----L -.:. '-t-,-...,.;... -1---C.. ~ Water Meter Box or :::,J---..___ Utility Vault (Typ) Water Meter Box or = i Protect & Reset Flush Utility Vault (Typ) ~ -"'2 ,..._ w/New Pvmt as Required Protect &: Reset Flush u ~ ...... ~ .. , Adjacent Structure & Exist Pvmt , I /I ,-1 ,,, ) ~ ,,, Varies 0: .?, u Vories Field Verify ~ O'. "' Exist 1 O' Concrete Alley {) ~ {) I I ' Vories ~ 1-._ f'-( 1-._ Adjacent Structure or Exist Pvmt ) ; ~Exist 4' ( ~ 1 a. 1 . Concrete Gutter. _ ~ r-----1---i--,...._ -~ 1 -----0-1[ 7T tn;,',-!...,... --,-,_,_ ---= =r\_'.l ~ =----- Water Meter Box or~ ~ --L ..:.._,+ :..-__L.. ---lb== Utility Vault (Typ) ~ Protect & Reset Flush 3: ~ Water Meter Box or w/New Pvmt as Required ; , g ,---f-----.-----' Utility Vault (Typ) e = m Protect & Reset Flush 100 0 100 ~ _I ORIGINAL SCALE: Verify Location of Exist Utilities & Protect (Typical) 1"= 100' Exist PCC Curb Where Occurs (Protect) Y UbJIL1ULJLJIWfbljj !lb.JIU _11.JIW \U l ------- [±] Water Mains in Sand: 0: 0 C 0 {) 0 Adjacent Structure & Exist Courtyard f--~E~x~is~t ~1~2~• ~C~o~nc~B~o~a~rd~w~a~lk_----l :g, ~ 0 2' Nominal! a. ~~==~--+----<0:: ...J {) --1~1:~~'.-c--:.:_s-:-~,-__,.._,.._:_•' ==:il--- Water Meter Box or ~ ~ Utility Vault (Typ)-Locotion Varies _j Protect & Reset Flush w/New Cone as Required A. Concrete boardwalk shall be removed and replaced to one full panel for water services. Replacement concrete shall 6" thick with #4 bars at 16" each way. Match existing adjacent concrete finish, grades and striping. B. Contractor to match adjacent grades when joining concrete alley gutter in trench areas. C. Subgrade Shall be prepared and compacted per Greenbook specifications. D. All removals shall be sawcut as indicated ar to nearest expansion joint or as directed by the Engineer, E. Edge condition varies in sand. Verify and protect existing utilities and surface improvements. Replace existing concrete pads and walkways disturbed during installation to match existing condition. Existing Sand Grade Varies. Match to Existing Grade. 1de ~ J t5 I c I a, ---------- Exist Tele Duct \C ;J! .a _.,.,...-Locate, Verify & 11 in r -1/ Protect in Place E 12 21 Exist Gas w/New Pvmt as Required "' .g I ------Exist Multiple Stl Conduits 1----1 3 Verify Locations & Protect. 31---t I 1--w/New Cone as Required Verify & Remove Existing Main Install New Water Main at Minimum 36" Cover """'-,..,~ L _J .,,,-Locate, Verify & -......-=-=-=--------Protect in Place Exist 2" Stl Gas Verify Location & Protect Verify Location and }'+---Remove Existing Water Main. Install New Water Main at 36" Minimum Cover. Typical 20' Alley Section ~ -~w-rn+it~h---,.C~o-n_c_r_e~te-----,P~a-v_e_m_e_n~t------,~ No Scale Vories ,-~==--1~ 0: Exist 20' & 15' Concrete Alley Adjacent Structure & Exist Pvmt ,,, j E,ist 4' 2 ,1 Concrete Gutter. L_-_---1---,-r7--- Water Meter~~o~ ~ j--; = = ~ {) I Utility Va u It (T yp) _j Protect & Reset Flush '----"--t--+---n;:1 w/New Pvmt as Required Exist 2" Stl Gas Location Varies.--- Verify & Protect T ical Alie With Concrete No Scale Section Pavement Vories Ie eri y Adjacent Structure t"-or Exist Pvmt ( f--: ' ~ ' -~ Jri_i-=--_-_-_ l 1t ...i.:.._ ~ Water Meter Box or 0 ;::;J---..___ Utility Vault (Typ) !); Protect & Reset Flush 1 .-.. 2 ...._ w/New Pvmt as Required ..__ ~ Exist Multiple Stl Conduits Verify Locations &: Protect. Verify Location and \;i-1---Remove Existing Water Main. Install New Water Main at 36H Minimum Cover. Adjacent Structure & Exist Pvmt Verify Location and Remove Existing Water Main. Install New Water Main at 36 .. ---H Verify Location of Existing Utilities and Protect (Typical) Minimum Cover , I /I Varies T ical 1 O' Alie Section With Concrete Pavement No Scale Exist 1 O' Concrete Alley .... 30" Max Surfacing 1-._ f'- ~ 1-._ 7~ 24" Min Extend Trench to R/W as Adjacent u a, Required Structure '1 I 0:: f'-or Exist Pvmt 8 _ _ _ Concrete Et~ite~: ~ I __, ';... i _ l L ____ ~rii------,-J ___ _1..,kc<::<~~~1-=--___ l 7~j-----~~+~~---Water Meter Box or Water Meter Box or 3 Backfill I! iii Utility Vault (Typ) Protect & Reset Flush w/New Pvmt as Required Utility Vault (Typ) Protect & Reset Flush w/New Pvmt as Required Abandon Exist r ,,,-"' 6" CIP Water Main ____ , -) Exist 2" Stl Gas Location Vories.-- Verify & Protect 41 Min Sewer Trench See Profile T ical Alie Section With Concrete Pavement No Scale C 111 .,..-fir'iii---e Exist Multiple Small Conduits Verify Locations & Protect. Verify Location and Bl--Remove Existing Water Main. Install New Water Main at 36" Minimum Cover. T ical Trench Resurfacin in Existing Concrete Street Section No Scale 2 3 "'"'- Typical Section In Offset From Concrete No Scale Verify Location and A---Remove Existing Water Main. Sand Install New Water Main at 36" Minimum Cover. Boardwalk [JJ Genergl Pcvemeot Resurtacing and Trench Construction Notes: [!] Concccte Alley Gultec:r A. Concrete alley gutters shall be protected In place except where new water or sewer pipelines ore installed. Trench resurfacing shall be with AC Pavement. AC pavement shall be hot-mix a minimum 1" Thicker than existing AC section but no less than 4" AC thickness. [!) Water Service Roolacomcmt &: Iompornrv Bv Pasa· A. Contractor to replace water meter services as indicated on pion, including water service adjustments on the private side of the meter to the new depth and location per CNB Std-502-L and Std-503-L as indicated on plan, or otherwise directed by the City Engineer. A. Contractor to match adjacent grades when reconstructing pavement. Topographic survey shall be conducted by Contractor to re-establish grades and flowlines for new pavement to the satisfaction of the City Engineer. B. Unless specified otherwise on the plans and/or details or directed by the Engineer, trench resurfacing shall be with AC Hot Mix Pavement. AC pavement shall be a minimum 1" Thicker than existing AC section but no less than 4 • of AC thickness for full width of trench, including any extension beyond trench section (minimum). C. Minimum trench resurfacing width for water and sewer mains shall be 51 per City Std-105-L-B. Water and sewer laterals a minimum 2' wide, unless noted otherwise. All removals shall be sawcut cs indicated or to nearest expansion joint as directed by the City Engineer. D. Existing utility surface vaults, valve covers & manhole covers shall be protected in-place and reset to be flush with new pavement surface where affected by work. E. Contact joints with existing AC pavement shall be tack coated prior to placing new pavement section per Greenbook Specifications. F. Backfill and Bedding shall be per City Std-106-L otherwise subgrcde shall be prepared per Greenback specifications. G. The Contractor is responsible for maintaining trench stability and adjacent paving. My excavation or trench wall caving. or adjacent pavement failure, resulting from the Contractor's operations, is the responsibility of the Contractor at no additional cost to the City. PREPARED BY: NO. DATE N C I Nolan Consulting, Inc 05 2011 BY KN B. Contractor to match adjacent grades when joining concrete alley gutter in trench areas. C. Subgrcde Shall be prepared and compacted per Greenbook specifications. B. Contractor shall resurface trenches for water service with hot-mix a minimum 1" Thicker than existing AC section but no less than 4• AC thickness for full width of trench over compacted backfill. C. Contractor to provide for temporary water service &: bypass during service replacement per project specifications. Maximum service bypass setup shall not exceed the length of 1 allay segment between nearest intersecting streets or alleys. Water line installation work D. All removals shall be sawcut as indicated or to nearest expansion joint or as directed by the Engineer. & bypass shall be completed to the satisfaction of the City inspector before next segment of alley water line work is initiated. B. Subgrade shall be prepared and compacted per Greenback specifications. REVISIONS APPROVED "As Built" D. Minimum trench width for water services shall be 24" Per City Std-105-L. All removals and pavement join edges shall be sawcut. "AS BUILT" These "tv, Built" plans were prepared from contractor supplied markups following construction completion. The engineer of record makes no warranty as to the accuracy of the contractor supplied data and it is assumed all data shewn hereon has been built as indicated, REVIEWED Central Balboa C-4067 ~.J. d Water and Sewer Improvements SBDt INDIX 1W' AND lllSCILL\NIOUS DITADS DATE: 04/22/2010 DESIGNED BY: DRAWN BY: DWG NO. 26901 Camino de Estrella, Suite D Capistrano Beach, California 92624 Ph: 949.240.7555 fax: 949.240.0755 Civil Engineering and Project Management 1-----,---+--+------------------,-----1 KN KN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5320-S l--+-----+--t------------------+------1CHECKED BY: DATE : KN 02/2009 SHEET 2 OF 14 --T-- S~~~--=-__::-~1-';"--- 7 105 I I I ' I I I J) I ----i----T I \ ' I I I I I ' ' ', I I I I ' I ' ' I ' ', I 1, I I I ' ' I ' ' I I I I ' I I I I ' ' I I ' I \ I I I ' ' 2-6" & 1_4" RW Gate Valves & fittings Join Exist \ 6" ACP ,, -- - -J I I I I ' I I I I ' -W I I I I \ \ I I \ I \' --,, ,1 0 1' 0 I i 2" RPP r Backf\oW Relocate "-:::.0 -=-Meter /Box (1) 'I '-;1 I' I 1', BALBOA 1 - = -- Ex 6" 1 Q CIP ~---(\-II -.,,, 1327 Balboa Blvd FExMJ FExMJ 2 Each 1 Each FExFE Ex 6" CIP * IV" -~---=-------~-----==-~~ --, =--= ---~ ------= -----..-==---EFi" --------~---e: -------------= '),/ \,\1 ~ ',,_, .E 6' .... Cf) .c .... "' r---0 ~ ~I I 1_14' I ~ I I IJ I r, I X Ol ► ("") -a s::: " ~-• Ex D D + "' Cone Pvmt 12' I~ 11 1249 1249 1/2 1242 1240 z 0 WATER CONSTRUCTION NOTES 0 ® (j) ® ® @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ Furnish and Install 8" C-900 (CL 200) PVC Water Main & DI Fittings Per Typical Trench Section Indicated. See Sheet 2 for Typical Trench Section Details. Furnish and Install 6" C-900 (CL 200) PVC Water Main & DI Fittings Per Typical Trench Section Indicated. See Sheet 2 for Typical Trench Section Details. Remove and Replace Existing Water Main With New 8" C-900 (CL 200) PVC Water Main & DI Fittings Per Typical Trench Section Indicated. See Sheet 2 For Typical Trench Section Details. Remove and Replace Existing Water Main With New 6" C-900 (CL 200) PVC Water Main & DI Fittings Per Typical Trench Section Indicated. See Sheet 2 For Typical Trench Section Details. Remove Existing Water Service Line From the Existing Water Main to the Water Meter and Install New 1" Water Meter Service to the New Water Main, Including Meter Box and Cover Per City Std-502-L. Remove Existing Water Service Line From the Existing Water Main to the Water Meter and Install New 2" Water Meter Service to the New Water Main, Including Meter Box and Cover Per City Std-503-L. Furnish and Install a• RW Gate Valve (CL-150), Including Anchor Blocks, Valve Box, Riser & Cover Per City Std-508-L, Std-510-L-C, Std-511-L. Furnish and Install 6" RW Gate Valve (CL-150), Including Anchor Blocks, Valve Box, Riser & Cover Per City Std-508-L, Std-510-L-C, Std-511-L. Remove and Dispose Interfering Portions of Existing Water Main to be Abandoned (Including Valves, Fire Hydrants, and Appurtenances). Return Existing Fire Hydrants and Water Valves to the City Utilities Yard at 949 W. 16th Street. Abandon Existing Water Main. Furnish & Install 8" DI Tee (Type as Indicated}. Furnish & Install B"x6" DI Tee (Type as Indicated). Furnish & Install 6" DI Tee (Type as Indicated). Furnish & Install B"x6" DI Reducer (Type As Indicated). Furnish & Install a• DI Bend (Angle & Type as Indicated). Furnish & Install 6" DI Bend (Angle & Type as Indicated). Furnish and Install Fire Hydrant Assembly, Including Gate Valve, Bury, Thrust Blocks, & Lateral per CNB Std-500-L. Furnish and Install B"x12" Hot Tap to Existing 12" ACP Water Main Per CNB Std-507-L. Remove Exist 12" Gate Valve and Install 12" RW Gate Valve (CL-150), Including Anchor Blocks, Valve Box, Riser & Cover Per City Std-508-L, Std-510-L-C, Std-511-L. Furnish and Install Transition Coupling and Fittings to Join Existing Water Main. Verify Point of Connection and Existing Conditions to Confirm Required Fittings Prior ta Installation. Construct Cone Collar at Valve(s) per Details on Sheet 14. Furnish & Install 12-3/4" O.D. Asphalt Coated Steel Casing Per City Std-529-L. Canrier Pipe to be 6" C-900 PVC Pipe. Furnish & Install 16" O.D. Asphalt Coated Steel Casing Per City Std-529-L. Carrier Pipe to be a• C-900 PVC Pipe. Furnish & Install Thrust Block Per City Std-510-L (A,B,C,D, or E) As Applicable. Furnish & Install 6"x4" DI Tee (Type as Indicated) with 4" RW Gate Valve Including Anchor Block, Valve Box, Riser, and Cover Per City Std-508-L, Std-510-L-C, Std-511-L. Remove Existing Reinforced PCC Boardwalk to Nearest Full Panel and Reconstruct With 6" PCC and No. 4 Bars @ 16" EW. Finish Concrete Surface to Match Existing and Restripe Ta Meet Existing Condition. Dowel Into Adjacent Concrete Per City Std-105-L-B. @ Furnish and Install 4" C-900 (CL 200) PVC Water Main & DI Fittings. SEWER CONSTRUCTION NOTES ~~~------.-----,,-E, + ' " t, ' • , _cf--._:;, G,"SI -I @ Remove Existing Manhole and Base and Replace Manhole Per CNB Std-401-L. Match Inverts As Per Existing Condition. Backfill All Excavation Voids With Clean Sand. Resurface Outside of Concrete Collar with Minimum 4" AC Hot Mix. I I MJxMJ ..._,,..._,, ' 90" Bend 23 15 /. , Exist 5' PCC \ Sidewalk ' (Protect) --i •;r ·,,'" • C -' -:·:, 7;. I -Exist Light Pole, '--"'" Elec U/G, & Sign (Protect) _. 't,v·;J _.....,..__.)..J I , Sand Existing Playground Equipment (Protect) \ \ [I i G i";,: ,, ' ,E; .30", High' I] , >--CMU »loll, , I 1 '(Protect) I , , _ II D "' ---I J-- 20 0 ~ 20 40 _I I SCALE: 1"= 20' St Lt Elec (Protect) Locate Exist Irrigation Lines and Protect in Place (Typical) 80 I _, - .-· ·-· •.J ·-...:"c..St, LL Elec (Protec'") PREPARED BY: ,--'-'Y J J lf£SJ!' ' " r I 1 ------~ Existing AC Pvmt Basket Ball Courts "AS BUILT" These "As Built" plans were prepared from contractor supplied markups following construction completion. The engineer of record makes no warranty as to the accuracy of the contractor supplied data and it is assumed all data shown hereon has been built as indicated. REVISIONS NO. DATE BY N C I Nolan Consulting, Inc 05 2011 KN "As Built" Sand 15 23 90' Bend "-"'"'-;;,,MJxMJ APPROVED REVIEWED @ @ @ Remove Exist a• Sewer (Exist Concrete or VCP Pipe) and Replace With a• Extra Strength (XS) VCP Sewer. Bedding, Backfill and Trench Resurfacing Shall Be Similar to Section Indicated On Plan Except Tracer Wire is Not Required. Remove and Reconstruct 8" Extra Strength (XS) VCP Sewer For Point Repair As Per Typical Detail 16 on Sheet 14. Verify Location by Video & Coordinate With CNB Utilities Division Prior to Excavation. Bedding, Backfill and Trench Resurfacing Shall Be Similar to Section Indicated On Plan Except Tracer Wire is Not Required. Construct New 48" Diameter Manhole Per City Std-401-L Remove and Replace Existing 6" Sewer Lateral Per City Std-405-L, Including Fittings and Couplings. Verify Locations Within Mainline Replacement Limits. Lateral Replacement Length to Extend to Property Line as Directed by the City Representative. Reconnect Existing Sewer Lateral from New Main to Join Existing Sewer Lateral at Locations Directed by the City Representative. Remove Existing Manhole Vault Complete. Estimated Size is B'Lx10Wx8'D. Backfill to Within 12" of Grade and Pave With 4" AC over 8" AB. Coordinate with New Manhole Work. Join Exist Sewer Main with Couplings @ 5' From OCSD MH. Remove Existing Cleanout and Re-Establish Service Lateral Connection Per City Std-405-L, Including Fittings and Couplings. Verify & Coordinate Locations with City Representative Prior to Starting Work. C-4067 ~.J. -Central Balboa Water and Sewer Improvements OCEAN FRONT 111ST DATE: 04/22/2010 from U,th street to 13th street DESIGNED BY: DRAWN BY: DWG NO. 26901 Camino de Estrella, Suite D Capistrano Beach, California 92624 Ph: 949.240.7555 fax: 949.240.0755 Civil Engineering and Project Managenrent t--t----+---+---------------+--------1 KN KN CITY OF NEWPORT BEACH PUBIJC WORKS DEPARTMENT W-5320-S t--t----+---+---------------+--------1CHECKED BY: DATE : KN 02/2010 SHEET 3 OF 14 6' ..., Ul ..c: ..., "' r---0 I -', ' I I rE! '<I §-..; j--; ~ I :c,:; ---(. ..., E > (l_ 0 C: 0 (_) X w 0 0 + <O ~ c:-.-:i ' ,_ I ' I I ' ' l" IT I I I I I ~ I :::::,J '010 14' -----6' 40' I I ~ -_y L' V ~n 6' 0 0 + 7 40•~ ~14•---14•: I 5• I I I t; : See Sheet 5 for Sewer Info WATER CONSTRUCTION NOTES CD Furnish and Install a• C-900 (CL 200) PVC Water Main & DI Fittings Per Typical Trench Section Indicated. See Sheet 2 for Typical Trench Section Details. Furnish and Install 6" C-900 (CL 200) PVC Water Main & DI Fittings Per Typical Trench Section Indicated. See Sheet 2 for Typical Trench Section Details. Remove and Replace Existing Water Main With New a• C-900 (CL 200) PVC Water Main & DI Fittings Per Typical Trench Section Indicated. See Sheet 2 For Typical Trench Section Details. Remove and Replace Existing Water Main With New 6" C-900 (CL 200) PVC Water Main & DI Fittings Per Typical Trench Section Indicated. See Sheet 2 For Typical Trench Section Details. Remove Existing Water Service Line From the Existing Water Main to the Water Meter and Install New 1 • Water Meter Service to the New Water Main, Including Meter Box and Cover Per City Std-502-L. j_0 ' I [1 ~I : 8+38 C/L 13TH ST. l--------h~°""''-"'-"'""'-"'-"~;,.---+--------+---------11---------+-------~-"~_,,_'---15 }---+------.,.,~i'-Hlh ~"'-c------+----~""'1---+-+i'"~-------/-------t---------' ..., ,, E > a.. 0 C 0 (_) 14+42.32 C/L ALLEY 10+00 C/L 12TH ST. 0 Remove Existing Water Service Line From the Existing Water Main to the Water Meter and Install New 2" Water Meter Service to the New Water Main, Including Meter Box and Cover Per City Std-503-L. Furnish and Install a• RW Gate Valve (CL-150), Including Anchor Blocks, Valve Box, Riser & Cover Per City Std-508-L, Std-510-L-C, Std-511-L. Furnish and Install 6" RW Gate Valve (CL-150), Including Anchor Blocks, Valve Box, Riser & Cover Per City Std-508-L, Std-510-L-C, Std-511-L. I 11 11 1 16 23 " C • <Il . ~ "'2 ~x -~ -" I, I 1 / 1 • ' I I I I I . 10+00 C/L ALLEY 1249 1245 1241 1249 1/2 I I 16 23 " C • <Il . ~ "'2 ~x -~ -" Sand • OC£'AH_ 1225 J_ J_ 20 0 20 40 80 ~ _I l __ ~I SCALE: 1"= 20' _,__,..,,__,1....,22,._,1 '-"-''-"' : 1219~1 --11--+---TL ~ " 1213 4-6 1209 1-3 1205 E _L ':F :;E 1212 13+00 '. I PREPARED BY: N C I Nolan Consulting, Inc 26901 Camino de Estrella, Suite D Capistrano Beach, California 92624 Ph: 949.240.7555 fax: 949.240.0755 Civil Engineering and Project Management )( w 1149 ------+---1----I f--++-----£' Remove and Dispose Interfering Portions of Existing Water Main to be Abandoned (Including Valves, Fire Hydrants, and Appurtenances). Return Existing Fire Hydrants and Water Valves to the City Utilities Yard at 949 W. 16th Street. Abandon Existing Water Main. 1200 r,r, - ;"!: 14+00 ~·--:: ' '~.: ~ -~~ • ~ r, ~, ~ I g _J L 0 (_) Q 0 0 + "' I I -_J ~Exist '"AS BUILT'" These "As Built" plans were prepared from contractor supplied markups following construction completion. The engineer of record makes no warranty as to the accuracy of the contractor supplied data and it is assumed all data shown hereon has been built as indicated. REVISIONS NO. DATE BY 05 2011 KN "As Built" l 1140 _J__ 12' PCC Boardwalk \ (Protect) \ • #'£SJ'* ... Furnish & Install B" DI Tee (Type as Indicated). Furnish & Install B"x6" DI Tee (Type as Indicated). Furnish & Install 6" DI Tee (Type as Indicated). Furnish & Install B"x6" DI Reducer (Type As Indicated). Furnish & Install B" DI Bend (Angle & Type as Indicated). Furnish & Install 6" DI Bend (Angle & Type as Indicated). Furnish and Install Fire Hydrant Assembly, Including Gate Valve, Bury, Thrust Blocks, & Lateral per CNB Std-500-L. Furnish and Install 8"x12" Hat Tap to Existing 12" ACP Water Main Per CNB Std-507-L. II) @ Remove Exist 12" Gate Valve and Install 12" RW Gate Valve L. (CL-150), Including Anchor Blocks, Valve Box, Riser & Cover Per r-City Std-508-L, Std-510-L-C, Std-511-L. WW '2D' Furnish and Install Transition Coupling and Fittings to Jain Existing 'e:J Water Main. Verify Point of Connection and Existing Conditions to :C Confirm Required Fittings Prior to Installation. ti) @ Construct Cone Collar at Valve(s) per Details on Sheet 14. ~ Furnish & Install 12-3/4" O.D. Asphalt Coated Steel Casing Per W 'eY City Std-529-L. Carrier Pipe to be 6" C-900 PVC Pipe. w u,@ @ (§ Furnish & Install 16" O.D. Asphalt Coated Steel Casing Per City Std-529-L. Carrier Pipe to be 8" C-900 PVC Pipe. Furnish & Install Thrust Block Per City Std-510-L (A,B,C,D, or E) As Applicable. Furnish & Install 6"x4" DI Tee (Type as Indicated) with 4" RW Gate Valve Including Anchor Block, Valve Box, Riser, and Cover Per City Std-508-L, Std-510-L-C, Std-511-L. @ Remove Existing Reinforced PCC Boardwalk to Nearest Full Panel and Reconstruct With 6" PCC and No. 4 Bars @ 16" EW. Finish Concrete Surface to Match Existing and Restripe To Meet Existing Condition. Dowel Into Adjacent Concrete Per City Std-105-L-B. @ Furnish and Install 4" C-900 (CL 200) PVC Water Main & DI Fittings . SEWER CONSTRUCTION NOTES @ Remove Existing Manhole and Base and Replace Manhole Per CNB Std-401-L. Match Inverts As Per Existing Condition. Backfill All Excavation Voids With Clean Sand. Resurface Outside of Concrete Collar with Minimum 4" AC Hot Mix. Remove Exist 8" Sewer (Exist Concrete or VCP Pipe) and Replace With 8" Extra Strength {XS) VCP Sewer. Bedding, Backfill and Trench Resurfacing Shall Be Similar to Section Indicated On Plan Except Tracer Wire is Not Required. Remove and Reconstruct 8" Extra Strength {XS) VCP Sewer For Point Repair As Per Typical Detail 16 on Sheet 14. Verify Location by Video & Coordinate With CNB Utilities Division Prior to Excavation. Bedding, Backfill and Trench Resurfacing Shall Be Similar to Section Indicated On Plan Except Tracer Wire is Not Required. Construct New 48" Diameter Manhole Per City Std-401-L Remove and Replace Existing 6" Sewer Lateral Per City Std-405-L, Including Fittings and Couplings. Verify Locations Within Mainline Replacement Limits. Lateral Replacement Length to Extend to Property Line as Directed by the City Representative. Reconnect Existing Sewer Lateral from New Main to Join Existing Sewer Lateral at Locations Directed by the City Representative. Remove Existing Manhole Vault Complete. Estimated Size is 8'Lx10Wx8'D. Backfill to With in 12" of Grade and Pave With 4" AC over a• AB. Coordinate with New Manhole Work. Join Exist Sewer Main with Couplings @ 5' From OCSD MH. Remove Existing Cleanout and Re-Establish Service Lateral Connection Per City Std-405-L, Including Fittings and Couplings. Verify & Coordinate Locations with City Representative Prior to Starting Work. C-4067 REVIEWED APPROVED ~--d •d DATE: 04/22/2010 DESIGNED BY: DRAWN BY: Central Balboa Water and Sewer Improvements OCEAN FRONT AWrY from 13th street to 12th Staeet DWG NO. t-----,---+--+------------------,------t KN KN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5320-S t-----,---+--+------------------,------tCHECKED BY: DATE : KN 02/2010 SHEET 4 OF 14 , 15+00 16+00 .---:-cr----~t=:i'(-rs:·._,~ ~_~,--: -~~~---~-~-+-:--.,,"--__c, - ---~---~----,,---+-:-;,;--------1-,; -____ io ~ ,- -Exist Tele j Verify Location & Protect / T 14+45,26 C/J W, BALBOA BLVO, 11+62,56 C/L 12TH ST, T -41 8+37,29 Exist Countv Sewer MH 47 Verify & Join 5' From County MH (MHR03) ) n 1 1200 , ; 0 0 +- -I 11 µ I I 7 ----- l--+--~--.--40'----i~--1· , , i-14•---14'---I 16' I , , I I I I I I~ I I I v:i ~ I See Sewer \ -----+--~Profile on E > 41 Sheet 7 Thicken West ---1-of Sewer MH (See Profile) I I I I Portion Base --T fl7£SJ1 BALBOA T T T --T ---T I I ---------------~~----------=----1 -- -- -- -- I Note Regarding Sewer Laterals: I I The City will make the determination I which laterals will be replaced to the PL and which will be replaced to join existing, 41 l - ' h ' 0 V; 1113 ,I ~ 1113/ -~ i 1111 --I l I ---- BO[ll£VA.RJJ I I I I I I I I I I I , 40 T T, --- I I 18+82.47 C/L /JlIY ~ 10+00 C/L 11TH Sl I 1036 I I I -- 1045 l--+-1-G --~ \ I __ L _ _ _ _ I __ I _ _ _ _ I __ I _______ I _ _ _ _ I __ l ----J - -L - -]:J ---+---+----+---+-,--+-----t-f----t---+----+----+---t----t---+----"~Cf-7-+' ~;j---' --L -,J --' -- --,~-+----+--t----+----t--+---+I App>ox Finished Surface ove, Pipe § I I --- ::. I I t-t-"'10::) +--t---+---JI-t---t--+--'-+----t--+---+--+----+--t----+----t--+---+--+----+--t----+----t--+---+--+----+--t----+----t--+---+--+----+--t----+----t--+----+--+----+--t----+----t--+----+--+---+~<c!ol--+---1- \~1 ,_' +~OO~,-C=L~4cs,~"~D=iac+=M=a=n~ho"'l=e---+--@o ,i:::, -H I I I I I MHR03_'001 ~ v,_J I --,~-+--~•~I~no1e -Rim=~r ro.-1. J'=I -+---+--+----+--t----+----+--+---+--+----+--t----+----+--+----+--+----+--t----+----+--+----+--+---+--t----+-----i--+----+--+---+--t----+-----i---+----+--I-ci l+l'---+--+---+--+---+-----it----+I ,. -11 I ~ w I 0 I") E 6 --+--1+------+-----1,+ !I 0 g a::: t--t----+------0"1+----+t,rn-l--l--1---+--+---+--+---+-----it----+----+---+---+--+---+---t----+----+---+----+--+---+---t----+----+---+----+--+----+---t----+----+---+----+--+----+---t----+----+---+----+--+----+---+----+--0~,~1 "'--1-1---+--+----+--+---+-----it----+I ;: dl ol")o Q) ~ ~ '¢O..c (/) •= > 1 + 0::: C 4 o ~ I ..,:r:o 1-t---co =r ---+0> ' t---t----+----+---+----+--+---+---t----+----+---+----+--+----+---t----+----+---+----+--+----+---t----+----+---+----+--+----+---+----+----+---+----+--+----+---+----+-----i---+----+---+---+---::;; ::;; ~t ~ (4o) t--+----+--..,~1•,-h---+-11--1--1--l---t--+---+--+---+----it----+----t--+---+--+---+--t----+----t--+---+--+---+--t----+----t--+---+--+----+--t----+----t--+---+--+----+--t----+----t--+---+--+----+--t----+--""'--l---l+l---+--+----+--t----+----t--+1 01~ ~ 0 Existing 8" Sew er ,-, I o t-1--L:-_+-----'-t+----t:.,---1-1--+---+--cr--1,.oo-1n ~8"-elatlet North-, 'T / s,'e Pro ile Sh let 7 / t o be Removed=t ' I --------------------------r----------I f--,/-- - /i --i -i 1 7 1 1 7 --t _, --i- ( I I I I -I I I 'AS BUltT" -0.~0 lnv+s" lnl~t Eas, I , , ' ' S O,O'o314 l I -- 0,50 Int / 8" Outlet West -r ---1--1------,--I I ,I \ 0,60 Inv 8' Inlet East t--+---2 -+----+--+-+--I Verify & I Repla qe Fur ish m d Install 43 , LF 8r' VCP (XS) ,,ewer Pipe ThIese ·4 Buii1i" plan$ wer« prepdred trbm ---+---+----+--+-----+---t----+----+---+-----+-----+---+----+-----i---+----+--+-----+------+-----i~-~---1'-+--+-,_,_--+---+----+-----i------+--+----.---,-;----.'-,--+-~--+-',,--w---+-,---+---+a-----+---+-----it----i-+----+--+---+-2+---+--t----+I I I l Remove Existing 8 Sewer Pipe contractor supplied ~arkup$ follo;.ing I ,,--Furnis ~ and /nstall 18 LF 8" V-,P (XSI Sew, r Pipe c9nstruction c9mpletipn. Tre engineero [f l-t----+----t-+--+--='-------=---+---+R"'e"'m"'o'-'v¥e--"-lncste"'rifl"e"'r-"-'-ing Portion Existing 8" SeweJ PiR=e-+----+--+---+---t----+----+---+----+--+---+---t----+----+---+----+--+----+---t----+-----i---+----+-+-r_e+co_r_d_m+a_k~e~s~n,_,o_w_a""ij,_,ra_n~ty---+a_s_to-a<-l ~lh_e~n---,-1 it---+---+-----it----+----+---+----+--+---+---t----+----+• 1 0· 00 I I I l I 11 +00 12+00 13+00 aclcuracyl of thr contractorJ supplied datp and \ J ,1 it is assµmed pll data showjn her 1 bon hoT, s 1-_j_ _ ___j~--+------+'.:::::=:IThicken West Portion of Manha e Base to Facilitate -n... ,. ,, 11 -been built as indicated. Steep,nea-slope f 1°m wr t-n,1r -n,t eet-Mr inli1 MP1-1rvert---l--+---+----+--+--~---+--+----+----+-----l--~s ;=W1 ;=R-; •-R..-; 1F-l1 ;'·•-~-+----11--+---+---t➔• ""-'-'.'f'-... I ;,;;;,~~l~;,~';;.+ .. ,l ~~~~l-',I,,_ "-. ------1 .. 1;;;.;;;,;;;.;;;.t,I ;;;,;;;.;;;.;,11;;,;;;,;;;,;;;,-;jl.l l--+----+---+--1--+---+---t--+---+---+--+---+I 14+00 15+00 PREPARED BY : REVIEWED z 0 - = :::, z -1-z 0 u a:: 0 LI. co 1- 1&1 l&I :c Cl) l&I l&I Cl) WATER CONSTRUCTION NOTES CD ® 0 ® ® Furnish and Install 8" C-900 (CL 200) PVC Water Main & DI Fittings Per Typical Trench Section Indicated. See Sheet 2 for Typical Trench Section Details. Furnish and Install 6" C-900 (CL 200) PVC Water Main & DI Fittings Per Typical Trench Section Indicated. See Sheet 2 for Typical Trench Section Details. Remove and Replace Existing Water Main With New 8" C-900 (CL 200) PVC Water Main & DI Fittings Per Typical Trench Section Indicated, See Sheet 2 For Typical Trench Section Details. Remove and Replace Existing Water Main With New 6" C-900 (CL 200) PVC Water Main & DI Fittings Per Typical Trench Section Indicated, See Sheet 2 For Typical Trench Section Details. Remove Existing Water Service Line From the Existing Water Main to the Water Meter and Install New 1" Water Meter Service to the New Water Main, Including Meter Box and Cover Per City Std-502-L. Remove Existing Water Service Line From the Existing Water Main to the Water Meter and Install New 2" Water Meter Service to the New Water Main, Including Meter Box and Cover Per City Std-503-L. Furnish and Install 8" RW Gate Valve (CL-150), Including Anchor Blocks, Valve Box, Riser & Cover Per City Std-508-L, Std-510-L-C, Std-511-L. Furnish and Install 6" RW Gate Valve (CL-150), Including Anchor Blocks, Valve Box, Riser & Cover Per City Std-508-L, Std-510-L-C, Std-511-L. Remove and Dispose Interfering Portions of Existing Water Main to be Abandoned {Including Valves, Fire Hydrants, and Appurtenances). Return Existing Fire Hydrants and Water Valves to the City Utilities Yard at 949 W. 16th Street. Abandon Existing Water Main. Furnish & Install 8" DI Tee (Type as Indicated). Furnish & Install B"x6" DI Tee {Type as Indicated). Furnish & Install 6" DI Tee {Type as Indicated). Furnish & Install 8"x6" DI Reducer (Type As Indicated). Furnish & Install 8" DI Bend {Angle & Type as Indicated). Furnish & Install 6" DI Bend {Angle & Type as Indicated). Furnish and Install Fire Hydrant Assembly, Including Gate Valve, Bury, Thrust Blocks, & Lateral per CNB Std-500-L. @8 Furnish and Install 8"x12" Hot Tap to Existing 12" ACP Water Main Per CNB Std-507-L. Remove Exist 12" Gate Valve and Install 12" RW Gate Valve (CL-150), Including Anchor Blocks, Valve Box, Riser & Cover Per City Std-508-L, Std-510-L-C, Std-511-L. Furnish and Install Transition Coupling and Fittings to Join Existing Water Main. Verify Point of Connection and Existing Conditions to Confirm Required Fittings Prior to Installation. Construct Cone Collar at Valve(s) per Details on Sheet 14. Furnish & Install 12-3/4" O.D. Asphalt Coated Steel Casing Per City Std-529-L. Carrier Pipe to be 6" C-900 PVC Pipe. Furnish & Install 16" O.D, Asphalt Coated Steel Casing Per City Std-529-L. Carrier Pipe to be 8" C-900 PVC Pipe. Furnish & Install Thrust Block Per City Std-510-L (A,B,C,D, or E) As Applicable. Furnish & Install 6"x4" DI Tee (Type as Indicated) with 4" RW Gate Valve Including Anchor Block, Valve Box, Riser, and Cover Per City Std-508-L, Std-510-L-C, Std-511-L. @ Remove Existing Reinforced PCC Boardwalk to Nearest Full Panel and Reconstruct With 6" PCC and No. 4 Bars @ 16" EW. Finish Concrete Surface to Match Existing and Restripe To Meet Existing Condition. Dowel Into Adjacent Concrete Per City Std-105-L-B. @ Furnish and Install 4" C-900 {CL 200) PVC Water Main & DI Fittings, SEWER CONSTRUCTION NOTES Remove Existing Manhole and Base and Replace Manhole Per CNB Std-401-L. Match Inverts As Per Existing Condition. Backfill All Excavation Voids With Clean Sand. Resurface Outside of Concrete Collar with Minimum 4" AC Hot Mix. Remove Exist 8" Sewer (Exist Concrete or VCP Pipe) and Replace With 8" Extra Strength (XS) VCP Sewer. Bedding, Backfill and Trench Resurfacing Shall Be Similar to Section Indicated On Plan Except Tracer Wire Is Not Required. Remove and Reconstruct a• Extra Strength {XS) VCP Sewer For Point Repair As Per Typical Detail 16 on Sheet 14. Verify Location by Video & Coordinate With CNB Utilities Division Prior to Excavation, Bedding, Backfill and Trench Resurfacing Shall Be Similar to Section Indicated On Pion Except Tracer Wire is Not Required. Construct New 48" Diameter Manhole Per City Std-401-L Remove and Replace Existing 6" Sewer Lateral Per City Std-405-L, Including Fittings and Couplings. Verify Locations Within Mainline Replacement Limits. Lateral Replacement Length to Extend to Property Line as Directed by the City Representative. Reconnect Existing Sewer Lateral from New Main to Join Existing Sewer Lateral at Locations Directed by the City Representative. Remove Existing Manhole Vault Complete, Estimated Size is 8'Lx10Wx8'D. Backfill to Within 12" of Grode and Pave With 4" AC over 8" AB. Coordinate with New Manhole Work. Join Exist Sewer Main with Couplings @ 5' From OCSD MH. Remove Existing Cleanout and Re-Establish Service Lateral Connection Per City Std-405-L, Including Fittings and Couplings. Verify & Coordinate Locations wlth Clty Representative Prior to Starting Work C-4067 PROFILE SCALE Horz: 1 "=20' Vert: 1 "=2' 20 0 ~ 20 l~I 40 80 l __ ~I !6#~~ l~ ~'" ~ RCE 52646 ~ N C I Nolan Consulting, Inc REVISIONS NO_ DATE BY l/1\ os/2011 KN "As Built" APPROVED ~-J-~~. Central Balboa Water and Sewer Improvements OCIAN J'BONT ALI.BY SCALE: 1" = 20' * Exp, 12/31/12 * "''< 'i C I V I\. ----(flt· OF CA\..\Y 26901 Camino de Estrella, Suite D Capistrano Beach, California 92624 Ph: 949,240.7555 fax: 949.240.0755 Civil Engineering and Project Managenrent DATE: 04/22/2010 DESIGNED BY: DRAWN BY: 1-----i---+--+-----------------i------l KN KN l----i---+--+-----------------i------1CHECKED BY: DATE : KN 02/2010 from 12th street to 11th street CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT DWG NO, W-5320-S SHEET 5 OF 14 I I I ~ l_ I g I I I I ;': -r I I -~------i-40' I 6'7 r-14'-----+---14'7J-6' I I I I/; I I I I f-· 1-1 g I I I + - - I I I I -~i----+-40' I 6'1 ~14'--+---14': ~s· r-:=::j I I /; II ___ I _~I_See Sheet 7 For1 I I I I I I I New 8" Sewer I I I I :r: I Note Regarding Sewer Laterals: 1 /};// l:--C:::: I 0 1//////llh 1 ::;; I The City will make the determination / / ' 1 which laterals will be replaced to ½½ 1////////,1/; 1 1 Z II ~ ~ tthe _ ~L an_dt_which will be replaced 1// 1 '/ ··. I 1 I I I I I I O Join ex,s ing. I I I I 1// I I I I Q '..c:::'.I >->-' i 11 I ~ // Elec Lines ) I I -I I ~ ~ z I I I I I I I I @ I I I I 1//J////////i I 30" to T.P. I r, : 8 ~ t;; P"j !:: I ~:; d8, I >---------I --------+---1/,,,_, _____ -+--------+--------+--------+------<>-<5 l---------+-------+--------+--------+--=='=C=="'='=C===---+-------'-l I ~ ; § L .:: I ~ ;:;-o~ I Swr C.O. 3' t/////// 44 ~ ~ I u < Z -I ~ ~ +, I /Below Grade '////////, '-' VI '/, I"---;\ u Q -I ., 0 ..-Future Lat.l'r I 11 // r// /½/. " ~ 0 0· Z 1181112 I 1---.,.,--;I 1051 ~// 1/~045 I I ½½ I 1/; I ~ 2 I I ~ I /; I ij;// I I tat;;;~ I I 1 ~~ I I 951 I -... -// 11;;' /; ~ 41 1017 Elec Lines , , I 110 I-1101 3/4 I I I 41 // 1;1 I 1041 I // 1037 I 1035 I 1033 1025 1/2 1025 1015 //, 1/! 1009 " I 1/; ..,, // 1;; // I [0////////;' I /////1////// I 1/; I 30 to T.P. I 46 / ~ iffi 1 .:: J All£YI !56-J_ "::o I - --+--........ -I -I _11111/////, I-*---' •= - - I ~~-_J ,+c // 41 ! L /~/~/, I/ □~ -ii! J C''.21;fj6a ,·~,---l,,,, --, ,,,L7=-~==,7, c+i.,#.i--",~~, ,-,, i I i'9 ~2~2-+-a-lf' -.: -'.if+/ '· 0 -, --~ 'l \/ : ~~ ~ b '.c'. 1 J I ;,\ / 1 I I I LL, I -_:,_ i I I I y I I i.i I I ,I,' I II c, _)> I-II) ::~~71: J: b.r-+-, -l""'~''C":;::"''0-;;~'0:~'°'f;!:;i.:""'"·, -v;--'-l/1//--'-I//I//;:-, --t-,--,J.-~""~-0-."-.-~~-, J-'r~"""""~ ~""""~ I ~ ~-[;~~~~lit---1-• -! - ---- -''1/,1//////,,/:.,. ::::::o.!c.--i--C=rll'-I///////, W ~ : ~ I r /; 1032 ~ 102a I ~ 1024 : ~ ~ I ~ '' ''' ~ 4 I I ~, @ I ~ I J -1 ~ ~ ~ i I ~ 942 I Q ~~ ; : : : ~ : : : ~ 1 /; : 1 ~ tr=n 4:. : 0 I I // I I ~-..... I U) I 0 : ~ w ~ I I I : 1 ~ I I ~ I I I I 0 I I I ~ I I //////////~ s·~,___-_14_•--:_-4a·Js· I a I 'i' T I "' r-14'--14•----I ------i-40' I I L_ I -__ ----i 6' I I ~[_s_· __ - ---~-----____ l --------L -----L_ -----_l__ - ---------i~-- - _l_ _J I I I I L_ 0 0 +-r "' I I I _Ji L -- l----+----,---+----+--+---+--+----+----,t----+----+--+---+--+----+----,t----+----+--+---+--+----+--t----+----+--+---+--+----+--t----+----+--+---+--+---+--t----+-----,--+---+--+---+--t----+-----,--+-/'·-11-+--+----+----,--+----+--+----I z-----1------1..----------------1---------1---------------1---1-------------------------1-----------------1----------1-----------------1-------_____ Ln-i--lr------'---I-------r-o / '-·' r---;111-1-;;---+------tl+.1--+---+--+----1 -I \ ~ I 8+ 77 23 CL New !48" Dia Manhole I II 1,1 -I-~ I I ~ ~~nhol;e Ri7'-l=EI 1 Oi.3± !i 11,1 I-cc c: 1--·~1 -+---+---t----+----+---+---+--+---+---t----+----+---+---+--+---+---t----+------i---+---+--+---+---t----+------i---+---+--+---+---t----+------i---+----+--+----M HR03F 00,4-t----+------i---+----+--+ ----+---+--+---+---t----+---< ~ I I 11 111 11 1'1 :::)1>---+------i=o",--+--+· L -L_j_ _ _j __ j__ _ _j __ L _ _J_ __ L_j_ _ _j __ j__ _ _j __ L _ _J_ __ L_j_ _ _j __ j__ _ _j __ L _ _J_ __ L _ _J_ _ _J __ J____.~--~-""'l"==~-~-~--"'!""=~""'1--L--l--L--L-_J __ j_ _ _j __ L _ _J_ __ L: .... 1'-1--+-----+-ini'l---+--f--+--l Z ,0 -H : I "~S U ~ L T 'j" 1 1:1 - -... ,>---+------i~~I-~,__~1,+,,l_----i---+---+--+---+---t----+------i---+---+--+---+---t----+------i---+---+--+---+---t----+------i---+---+--+---O-, , -+---+--+-~,--~' --+-<t---+---t----+------i---+---+--+---+---t----+-~,-~1 l -<=+--+------i---+---+--+---+----1 ;o _ I I Tnese j.llis'Buffl:"p lc ns were preparea Tram 1,1 ~ Z ., I contract or supplied markups follpwing I l,I ~ Q,1----+----,-z,,--j-r --construction ¢om pie ion. JThe ~pin~e~e_,r,f-a_f_-+-+---+---+---+~~,.er.i 0-1/..e-E,r Ls±-SI: .WP~Vp 1 ilt 4-~R'ie==lc=='Fi"' --!,!-{.~l--+--==-+-:6R--+---t----+---< 11, c3,,.., E recora maKe~I. na warrant I as t I tne 1 Stnucture Per Ian , II, v O g 1:2 accuracy of ~he co~tractor supp11ied dC!lta an 1:1 '? ->---+------i-0~'= ~-_ -t---+----+--+----+---+---+------i---+----+--+----+--+---+------i---+----+--+----+--+---+-----,t----+----+--+----+-■~~,..,t ~is=a-~sume~ ~. d,;ita shbwn hereon ias I I1_2't---+---+--+----+---t----+---< lili■ ~ ;3 _g oeen bpilt as in"'1caItea. , -~Protect Exist 3'' Sewer Q +"'c: I 1,10 •• ..-,::!a O I II -. ----+--+--,=::: _1 __ 1 _1 __ 1 _1 __ 1 _1 _1 __ 1 _1 --r--,~2~-~2~)_1~n~v~~~•-•~s~e~v,~e~r~O~u4,_---1 1I f N t--+-7 II) ,-:4:::,..0 Existing 8" Se,ve~--._ \ I l,'I ~~UJ to be Remo)led \ I-I -ll-1=:=tc=1;="=~,t-------t----t----t------l , . v . HI \ r -, r -, ,--\ , ' -,-----2 --+--+--+----1 i --------~ ---·1~ -I I-I I -I I i I I ! ! I I I 't ~ -0,003-1-~ ---tro;+,-o-+---+--+----+----,----1 HI --I - - - --~ - -' ~ !IA I \ 'c.. a,..---+·l=I-_ --+---+----t -----1 v* 0.50 lny , 'o__ • 0.60 lnv-8 I Inlet East 8" Outlet West , , , , , Furnish and Install 433.~ LF 8 ( VCP XS) !\ewer Pioe lf' >---'+------i---+----+--+----+--+----+------it----+----+--+----+--+----+------it----+----+---+---+----t<emovE:-ExisHng-8.!!.. S-ewer -Pipe-+------i---+----+--+----+--+---+------i---+----+--+----+--+----+------it----+----+--+----+--+----+----i,t----+-,->ciit--+----+------it----+----+---, A -2, t-----ii----t----t----t---t----t---t--t--t--t--i----t----t----t---t----t---t--t--t--t--t-----t----t----t---t----t---t--t--t--t--t-----t----t----t----t---t---t---t---h ;;;:;;;±.;-~r,;;;;,;::i,-,,--,i.,..-vico7vi\"c,;;:;±~;;±---il;:::::::;::::±J------tc2-+---+---t----i Furnish anc lnsta I 6 L~ 8" VCP (X~) Sewr r Pip'i j \ Remove Exi I ting E" Sew ,r Pip, J 1-:::-:::--+--+-+----+---+-t----+---+------i1---;-;:c+:::-:;;-+------i--+--+----+--+--+----+--+--+----+-+---+--e-e-·-= -1 WI . R-1 •R' Fltt·t::-11;;;-+--+----+--+--+----+--+--+----+-+---+----+-+---+----+-+---+---+-+---+---+-+---+---+-+---+--l 00 15+00 16+00 ~IF-,-I '", , 17+00 18+00 PREPARED BY: REVISIONS REVIEWED WATER CONSTRUCTION NOTES CD 0 ® ® @ ® @ @ @ @ @ @ @ @ Furnish and Install 8" C-900 (CL 200) PVC Water Main & DI Fittings Per Typical Trench Section Indicated. See Sheet 2 for Typical Trench Section Details. Furnish and Install 6" C-900 (CL 200) PVC Water Main & DI Fittings Per Typical Trench Section Indicated. See Sheet 2 for Typical Trench Section Details. Remove and Replace Existing Water Main With New 8" C-900 (CL 200) PVC Water Main & DI Fittings Per Typical Trench Section Indicated. See Sheet 2 For Typical Trench Section Details. Remove and Replace Existing Water Main With New 6" C-900 (CL 200) PVC Water Main & DI Fittings Per Typical Trench Section Indicated. See Sheet 2 For Typical Trench Section Details. Remove Existing Water Service Line From the Existing Water Main to the Water Meter and Install New 1 • Water Meter Service to the New Water Main, Including Meter Box and Cover Per City Std-502-L. Remove Existing Water Service Line From the Existing Water Main to the Water Meter and Install New 2" Water Meter Service to the New Water Main, Including Meter Box and Cover Per City Std-503-L. Furnish and Install 8" RW Gate Valve (CL-150), Including Anchor Blocks, Valve Box, Riser & Cover Per City Std-508-L, Std-510-L-C, Std-511-L. Furnish and Install 6" RW Gate Valve (CL-150), Including Anchor Blocks, Valve Box, Riser & Cover Per City Std-508-L, Std-510-L-C, Std-511-L. Remove and Dispose Interfering Portions of Existing Water Main to be Abandoned (Including Valves, Fire Hydrants, and Appurtenances). Return Existing Fire Hydrants and Water Valves to the City Utilities Yard at 949 W. 16th Street. Abandon Existing Water Main. Furnish & Install 8" DI Tee (Type as Indicated). Furnish & Install 8"x6" DI Tee (Type as Indicated). Furnish & Install 6" DI Tee (Type as Indicated). Furnish & Install 8"x6" DI Reducer (Type As Indicated). Furnish & Install 8" DI Bend (Angle & Type as Indicated). Furnish & Install 6" DI Bend (Angle & Type as Indicated). Furnish and Install Fire Hydrant Assembly, Including Gate Valve, Bury, Thrust Blocks, & Lateral per CNB Std-500-L. Furnish and Install 8"x12" Hot Tap to Existing 12" ACP Water Main Per CNB Std-507-L. Remove Exist 12" Gate Valve and Install 12" RW Gate Valve (CL-150), Including Anchor Blocks, Valve Box, Riser & Cover Per City Std-508-L, Std-510-L-C, Std-511-L. Furnish and Install Transition Coupling and Fittings to Join Existing Water Main. Verify Point of Connection and Existing Conditions to Confirm Required Fittings Prior to Installation. Construct Cone Callar at Valve(s) per Details on Sheet 14. Furnish & Install 12-3/4" O.D. Asphalt Coated Steel Casing Per City Std-529-L. Carrier Pipe to be 6" C-900 PVC Pipe. Furnish & Install 16" O.D. Asphalt Coated Steel Casing Per City Std-529-L. Carrier Pipe to be 8" C-900 PVC Pipe. Furnish & Install Thrust Block Per City Std-510-L (A,B,C,D, or E) As Applicable. Furnish & Install 6"x4" DI Tee (Type as Indicated) with 4" RW Gate Valve Including Anchor Block, Valve Box, Riser, and Cover Per City Std-508-L, Std-510-L-C, Std-511-L. @ Remove Existing Reinforced PCC Boardwalk to Nearest Full Panel and Reconstruct With 6" PCC and No. 4 Bars @ 16" EW. Finish Concrete Surface to Match Existing and Restripe To Meet Existing Condition. Dowel Into Adjacent Concrete Per City Std-105-L-B. @ Furnish and Install 4" C-900 (CL 200) PVC Water Main & DI Fittings. SEWER CONSTRUCTION NOTES @ ® @ @ Remove Existing Manhole and Base and Replace Manhole Per CNB Std-401-L. Match Inverts As Per Existing Condition. Backfill All Excavation Voids With Clean Sand. Resurface Outside of Concrete Callar with Minimum 4" AC Hot Mix. Remove Exist B" Sewer (Exist Concrete or VCP Pipe) and Replace With s• Extra Strength (XS) VCP Sewer. Bedding, Backfill and Trench Resurfacing Shall Be Similar to Section Indicated On Plan Except Tracer Wire is Not Required. Remove and Reconstruct 8" Extra Strength (XS) VCP Sewer For Point Repair As Per Typical Detail 16 on Sheet 14. Verify Location by Video & Coordinate With CNB Utilities Division Prior to Excavation. Bedding, Backfill and Trench Resurfacing Shall Be Similar to Section Indicated On Plan Except Tracer Wire is Nat Required. Construct New 48" Diameter Manhole Per City Std-401-L Remove and Replace Existing 6" Sewer Lateral Per City Std-405-L, Including Fittings and Couplings. Verify Locations Within Mainline Replacement Limits. Lateral Replacement Length to Extend to Property Line as Directed by the City Representative. Reconnect Existing Sewer Lateral from New Main to Join Existing Sewer Lateral at Locations Directed by the City Representative. Remove Existing Manhole Vault Complete. Estimated Size is 8'Lx1 OWxB'D. Backfill to Within 12" of Grade and Pave With 4" AC over B" AB. Coordinate with New Manhole Work. Join Exist Sewer Main with Couplings @ 5' From OCSD MH. Remove Existing Cleanout and Re-Establish Service Lateral Connection Per City Std-405-L, Including Fittings and Couplings. Verify & Coordinate Locations with City Representative Prior to Starting Wor1<. C-4067 20 0 ~ 20 l~I 40 80 l __ ~I N C I :;~aim~::e~:~~:~f;t:~c NO. DATE /1\ 05/2011 BY APPROVED KN "As Built" ~-4 .. Central Balboa Water and Sewer Improvements OCEAN PRONT AWIY SCALE: 1"= 20' * Exp. 12/31/12 * "~1t c1v11.. .. c11t'°' OF" C,t.\..\~ Capistrano Beach, California 92624 Ph: 949.240.7555 fax: 949.240.0755 Civil Engineering and Project Managen,ent DATE: 04/22/2010 DESIGNED BY: DRAWN BY: l----,---+--+-----------------,------1 KN KN 1----,---+--+-----------------,------1CHECKED BY: DATE : KN 02/2010 from 11th stzeet to 10th Sb.aet CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT DWG NO, W-5320-S SHEET 6 OF 14 PROFILE SCALE Horz: 1 "=20' ~-G Vert: 1 "=2' 8+37.29 MIHR03 0 "altfoa_Bl,.d --------71 ------------I I I I I ,::; I I ' I ' ~ I I ~ -I I-- N (,I I I N 0 ~ u, -I A , ::, ,i .., ::, I I < Ol I II:' I ' -I _Q;l= --C =-I 0 CD ::, (/) ~ I I CD 2 s:: "' (/) ~1 -CD---O-I , C I ~ I :r 0 ~ I ~Fill 0 / _c ::, I '< ctL Exist Manthole /(,.ountv --· ---------10+00 CL Ne r------M;anhol~ Rim -- ' HR0J 00' ·- Voids Y ith Gr ,ut to be !Removed All ~y lnte~sectioh I -f---------I I e--- " • 48" Dia M~nhole I I;:: El 10.0± I I J_ 1-n -~ C .;;, ,::; - A ' 2 WATER CONSJRUC]ON NOTES G) 0 ® 0 ® ® Furnish and Install 8" C-900 (CL 200) PVC Water Main & DI Fittings Per Twical Trench Section Indicated. See Sheet 2 for T)Pical Trench Section Details. Furnish and Install 6" C-900 (CL 200) PVC Water Main & DI Fittings Per T)Pical Trench Section Indicated. See Sheet 2 for Twical Trench Section Details. Remove and Replace Existing Water Main With New 8" C-900 (CL 200) PVC Water Main & DI Fittings Per T)Pical Trench Section Indicated. See Sheet 2 For Twical Trench Section Details. Remove ond Replace Existing Water Main With New 6" C-900 (CL 200) PVC Water Main & DI Fittings Per T)Pical Trench Section Indicated. See Sheet 2 For T)Plcal Trench Section Details. Remove Existing Water Service Line From the Existing Water Main to the Water Meter and Install New 1 • Water Meter Service to the New Water Main, Including Meter Box and Cover Per City Std-502-L. Remove Existing Water Service Line From the Existing Water Main to the Water Meter and Install New 2· Water Meter Service to the New Water Main, Including Meter Box and Cover Per City Std-503-L. Furnish and Install 8" RW Gate Valve (CL-150), Including Anchor Blocks, Valve Box, Riser & Cover Per City Std-508-L, Std-510-L-C, Std-511-L. Furnish and Install 6" RW Gate Valve (CL-150), Including Anchor Blocks, Valve Box, Riser & Cover Per City Std-508-L, Std-510-L-C, Std-511-L. Remove and Dispose Interfering Portions of Existing Water Main to be Abandoned (Including Valves, Fire Hydrants, and Appurtenances). Return Existing Fire Hydrants and Water Valves to the City Utllltles Yard at 949 W. 16th Street. Exi)ting if' Sew 1ar' I I ~ I I D -"' I / -I f-----------f --0 c~0-lnv,-8~1nI et-leo , t _Cl - Abandon Existing Water Main. Furnish & Install 8" DI Tee (T)Pe as Indicated). Furnish & Install 8"x6" DI Tee (T)Pe as Indicated). Furnish & Install 6" DI Tee (Twe as Indicated). ""' --I lnvL 8" lr1Iet West N -,-' r -0. 40 -I I -'-(= I I I f ""' -I ' lnl -8" l utlet I I I I ,__ r-s:lo.002 : \.~oi J-@-54-tromJ eo~nt 2 f".IJl ,_M'' -00 orth , __ 8" vc~ rxs· Pice I L 5' I at Existing Coup ling I Pr ,tect :xist_ V I I I Fur .ish an.d Inst . II 15, ,.5 LF Sewer M, g+oo Remdve E:xir ting Sewe,Pip ' L-10+00 8 00 1-2 1jh-STR =-e:11~ SEW11!-R-RROFlt-E 1•1 I 111111 I I I I I I I I I I I 40'~ ·--~~14•----14•-6' 6' / I I : I : I See Sheet 6 Z 17 for Sewer Info /j /j 1 ~ r l i ~ : I : ~ ~ '/~ : ::::, ''' I i----------------------------------------------~--",-----<5 ,_,_ _____ -i-+i---'--------;-,.l+l--------~--------------~-------1-;'+-'",---------<~I z I ::::C,,. /, ~ 0 / % FExMJ 8 I 23 -~ I , / I 16 I-I ·;, / A1 MHR03_005 I Z 943 6 6 Join MH Invert I 0 : ' ~ ffri 945 943 1/2 :;; 1/2 ~~1 925 j_2 , 921A :~~ al44 41 91024 ti-I : {1 : L AIJ,£Y 256;-~ , I, H ... ~:, . "°" 1,\1~ 'J 'p I I /I 7 7 7 7 / 7l f f 3+6cr{~=.c-r>_""-'i"rl __ 1='1!'=_l=_c,'-'/~?--· --+--'-:"'_' ~-~--+->r-----F--~:~;·~~---:-~~'0~·~h+--□~o-~=_-.;,,··=·._,_~--L~_J_ !-, _-_J,-.. ,,~'.[::::'.,'--";,,=;; ~LJ .... :---~ -__ • '15~ -~~~(_C'S ·-~"°Fs-~==:0:•Sl~---_-...,._.c+l~--'•';/4--'.,fil,-___ l~-ccC~~~!+~'.L;Sc-~-,-----c,C," I ,.r-=, =-"''<'-~~=---'"--S+ ~-,-'T, T----p ~-·--,-~•Sa'-,S'S-=p:i~c:,,+--_l c.,c ~-=J-=!~cj.(%±0__;?t- 0 .-+-=·I~ U) c, ,,, :::l c, ~ O D --'----1-~---"--f---~ -----''---"-,~J--------.... _ •. , -----~-1--11-·.IJ-=occ:-bt--t--f w U) ~ I 1/, ~I ~ 6'' J --~-14•---14•~ 6' -----+-40' 0 0 + "' - - - -_JJ I L 938 20 0 20 ~ _I SCALE: I-•' ' T·~,a ~ 0 ' / UG 920 928 916 I 904 Join Invert ', ' 9 V ' ·-1 1 7 '---..., I I' I - ,,----+--------+-"-~-------+-------'-H;--+----1 51--------1--------+--¥-.µ.._---------'----------l-,'-l/1 ___ ----~----l----1-.4'/,------1 ~ II llllllllll//1 11, 1;::j: ,l[l+,I /~ 0j % L J _I_ l a " --------------------- -------------- OCEAN 40 80 l __ _____,I 1"= 20' FRONT "AS BUil T" These "As Built" plans were prepared from contractor supplied markups following construction completion. The engineer of record makes no warranty as to the PREPARED BY : N C I Nolan Consulting, Inc NO. DATE 1 05 2011 J_ I I -· -, :a; X w u.. 6'__1 1_14' j~~ --~ REVISIONS BY KN "As Built" ..'3 I u.. @ 40' I 2 106 -------+;--~t ---C-11 -7 -\ L----I I -_.:::---,___1,,1 cY---_ --'I'!--~=,-~1- ---------1 -t \ -I ' a 0 "'~"I c-,j •"-' a ... + 00 00 + N "' ' <( '. .• I I I I I, 1. I 11 I I I I I I I ~ I 1 '----j _I I- I I OCl <r I-,---;r,,n 1n ·a L,J a. 828 5 li' f ---"'< 1/) -C .C ---1l .. "' G--.c " 0 (11 ~ -GE .. II U ~ 1/) "'~ -6' -- REVIEWED Furnish & Install 8"x6" DI Reducer (Twe As Indicated). Furnish & Install 8" DI Bend (Angle & T)Pe as Indicated). Furnish & Install 6" DI Bend (Angle & T)Pe as Indicated). Furnish and Install Fire Hydrant Assembly, Including Gate Valve, Bury, Thrust Blocks, & Lateral per CNB Std-500-L. @8 Furnish and Install B"x12" Hot Tap to Existing 12• ACP Water Main Per CNB Std-507-L. Remove Exist 12" Gate Valve and Install 12" RW Gate Valve (CL-150), Including Anchor Blocks, Valve Box, Riser & Cover Per City Std-508-L, Std-510-L-C, Std-511-L. Furnish and Install Transition Coupling and Fittings to Join Existing Water Main. Verify Point of Connection and Existing Conditions to Confirm Required Fittings Prior to Installation. Construct Cone Collar at Valve(s} per Details on Sheet 14. Furnish & Install 12-3/4" O.D. Asphalt Coated Steel Casing Per City Std-529-L. Carrier Pipe to be 6" C-900 PVC Pipe. Furnish & Install 16" O.D. Asphalt Coated Steel Casing Per City Std-529-L. Carrier Pipe to be B" C-900 PVC Pipe. Furnish & Install Thrust Block Per City Std-510-L (A,B,C,D, or E) As Applicable. Furnish & Install 6"x4" DI Tee (Twe as Indicated) with 4" RW Gate Valve Including Anchor Block, Valve Box, Riser, and Cover Per City Std-508-L, Std-510-L-C, Std-511-L. @ Remove Existing Reinforced PCC Boardwalk to Nearest Full Panel and Reconstruct With 6" PCC and No. 4 Bars @ 16" EW. Finish Concrete Surface to Match Existing and Restrlpe To Meet Existing Condition. Dowel Into Adjacent Concrete Per City Std-105-L-B. @ Furnish and Install 4" C-900 (CL 200) PVC Water Main & DI Fittings. SEWER CONSTRUCTION NOTES @) Remove Existing Manhole and Base and Replace Manhole Per CNB Std-401-L. Match Inverts As Per Existing Condition. Backfill All Excavation Voids With Clean Sand. Resurface Outside of Concrete Collar with Minimum 4" AC Hot Mix. Remove Exist B" Sewer (Exist Concrete or VCP Pipe) and Replace With 8" Extra Strength (XS) VCP Sewer. Bedding, Backfill and Trench Resurfacing Shall Be Similar to Section Indicated On Plan Except Tracer Wire is Not Required. Remove and Reconstruct 8" Extra Strength (XS) VCP Sewer For Point Repair As Per T)Pical Detail 16 on Sheet 14. Verify Location by Video & Coordinate With CNB Utilities Division Prior to Excavation. Bedding, Backfill and Trench Resurfacing Shall Be Similar to Section Indicated On Plan Except Tracer Wire is Not Required. Construct New 48" Diameter Manhole Per City Std-401-L Remove and Replace Existing 6" Sewer Lateral Per City Std-405-L, Including Fittings and Couplings. Verify Locations Within Mainline Replacement Limits. Lateral Replacement Length to Extend to Property Line as Directed by the City Representative. Reconnect Existing Sewer Lateral from New Main to Join Existing Sewer Lateral at Locations Directed by the City Representative. Remove Existing Manhole Vault Complete. Estimated Size is 8'Lx10Wx8'D. Backfill to Within 12" of Grade and Pave With 4" AC over B" AB. Coordinate with New Manhole Work. Join Exist Sewer Main with Couplings @ 5' From OCSD MH. Remove Existing Cleanout and Re-Establish Service Lateral Connection Per City Std-405-L, Including Fittings and Couplings. Verify & Coordinate Locations with City Representative Prior to Starting Work. C-4067 APPROVED r1},J k - Central Balboa Water and Sewer Improvements OCEAN rRONT AU.IY DATE: 04/22/2010 from 1oth Stu,et to 9th street DESIGNED BY: DRAWN BY: DWG NO. accuracy of the contractor supplied data and it is assumed all data shown hereon has been built as indicated. 26901 Camino de Estrello, Suite D Copistrono Beach, California 92624 Ph: 949.240.7555 fax: 949.240.0755 Civil Engineering and Project Management l--t-----1--t---------------+----~ KN KN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5320-S l--tf----+--+---------------tf-------1CHECKED BY: DATE : KN 02/2010 SHEET 7 OF 14 ' I I I .. Ex 6" C\P .23 I 107 I 105 \ 800 I I ,'11 1,' I' .", I ;~11 ' I I I \I ?), 'I I \I I' I I -,;:i \I \I . -~'1, ~\ -----. I I --'1,:,-' -1,-\ ·-\\ I I 3-i \ II I 'I ' :;:;_ I I, I • I MJxMJ I I I I I I I BALBOA I I I I I ,. I I I I I I I I I J - . -Exist 2" Gas & St Lt E\ec Lines (Protect) 20 0 ~ 20 _I SCALE: 1"= J\ I I -I -+ 0 I 0 I \ \ 1-10· 718 Exist Tele Line & ~----::,,.:,.vault (Protect) 40 80 l __ ~I 20' 1/ BOULEVARIJ \ I I ~ 716 Exist Trees Typ (Protect) I I \ PREPARED BY: l -- \ I \ "AS BUil T" These "As Built" plans were prepared fram contractor supplied markups following construction completion. The engineer af record makes no warranty as to the accuracy of the contractor supplied data end it is assumed all data shown hereon has been built as indicated. REVISIONS NO. DATE BY N C I Nolan Consulting, Inc 05 2011 KN "As Built" T 107 36+03.38 C ALLEY lo+OO C/L ALLEY __ _ 105 704 Exist Tree (Protect) APPROVED z 0 -s ::, z -I-z 0 CJ ai= 0 LI. 0, I-Ill Ill :z: Cl) Ill Ill Cl) REVIEWED WATER CONSTRUCTION NOTES G) © 0 © ® @ ® @ @ @ @) @) @ @ @) @ ® @ @ @ @ @ Furnish and Install 8" C-900 (CL 200) PVC Water Main & DI Fittings Per Typical Trench Section Indicated. See Sheet 2 for Typical Trench Section Details. Furnish and Install 6" C-900 (CL 200) PVC Water Main & DI Fittings Per Typical Trench Section Indicated. See Sheet 2 for Typical Trench Section Details. Remove and Replace Existing Water Main With New 8" C-900 ( CL 200) PVC Water Main & DI Fittings Per Typical Trench Section Indicated. See Sheet 2 For Typical Trench Section Details. Remove and Replace Existing Water Main With New 6" C-900 (CL 200) PVC Water Main & DI Fittings Per Typical Trench Section Indicated. See Sheet 2 For Typical Trench Section Details. Remove Existing Water Service Line From the Existing Water Main to the Water Meter and Install New 1" Water Meter Service to the New Water Main, Including Meter Box and Cover Per City Std-502-L. Remove Existing Water Service Line From the Existing Water Main to the Water Meter and Install New 2" Water Meter Service to the New Water Main, Including Meter Box and Cover Per City Std-503-L. Furnish and Install 8" RW Gate Valve (CL-150), Including Anchor Blocks, Valve Box, Riser & Cover Per City Std-508-L, Std-510-L-C, Std-511-L. Furnish and Install 6" RW Gate Valve (CL-150), Including Anchor Blocks, Valve Box, Riser & Cover Per City Std-508-L, Std-510-L-C, Std-511-L. Remove and Dispose Interfering Portions of Existing Water Main to be Abandoned (Including Valves, Fire Hydrants, and Appurtenances). Return Existing Fire Hydrants and Water Valves to the City Utilities Yard at 949 W. 16th Street. Abandon Existing Water Main. Furnish & Install 8" DI Tee (Type as Indicated). Furnish & Install 8"x6" DI Tee (Type as Indicated). Furnish & Install 6" DI Tee (Type as Indicated). Furnish & Install 8"x6" DI Reducer (Type As Indicated). Furnish & Install 8" DI Bend (Angle & Type as Indicated). Furnish & Install 6" DI Bend (Angle & Type as Indicated). Furnish and Install Fire Hydrant Assembly, Including Gate Valve, Bury, Thrust Blocks, & Lateral per CNB Std-500-L. Furnish and Install 8"x12" Hot Tap to Existing 12• ACP Water Main Per CNB Std-507-L. Remove Exist 12" Gate Valve and Install 12" RW Gate Valve (CL-150), Including Anchor Blocks, Valve Box, Riser & Cover Per City Std-508-L, Std-510-L-C, Std-511-L. Furnish and Install Transition Coupling and Fittings to Join Existing Water Main. Verify Point of Connection and Existing Conditions to Confirm Required Fittings Prior to Installation. Construct Cone Collar at Valve(s) per Details on Sheet 14. Furnish & Install 12-3/4" O.D. Asphalt Coated Steel Casing Per City Std-529-L. Carrier Pipe to be 6" C-900 PVC Pipe. Furnish & Install 16" O.D. Asphalt Coated Steel Casing Per City Std-529-L. Carrier Pipe to be 8" C-900 PVC Pipe. Furnish & Install Thrust Block Per City Std-510-L (A,B,C,D, or E) As Applicable. Furnish & Install 6"x4" DI Tee (Type as Indicated) with 4" RW Gate Valve Including Anchor Block, Valve Box, Riser, and Cover Per City Std-508-L, Std-510-L-C, Std-511-L. Remove Existing Reinforced PCC Boardwalk to Nearest Full Panel and Reconstruct With 6" PCC and No. 4 Bars @ 16" EW. Finish Concrete Surface to Match Existing and Restripe To Meet Existing Condition. Dowel Into Adjacent Concrete Per City Std-105-L-B. @ Furnish and Install 4" C-900 (CL 200) PVC Water Main & DI Fittings. SEWER CONSTRUCTION NOTES @ Remove Existing Manhole and Base end Replace Manhole Per CNB Std-401-L. Match Inverts As Per Existing Condition. Backfill All Excavation Voids With Clean Send. Resurface Outside of Concrete Coller with Minimum 4" AC Hot Mix. Remove Exist 8" Sewer (Exist Concrete or VCP Pipe) and Replace With a• Extra Strength (XS) VCP Sewer. Bedding, Backfill end Trench Resurfacing Shell Be Similar to Section Indicated On Plan Except Tracer Wire is Not Required. Remove and Reconstruct 8" Extra Strength (XS) VCP Sewer For Point Repair As Per Typical Detail 16 on Sheet 14. Verify Location by Video & Coordinate With CNB Utilities Division Prior to Excavation. Bedding, Backfill and Trench Resurfacing Shall Be Similar to Section Indicated On Plan Except Tracer Wire is Not Required. Construct New 48" Diameter Manhole Per City Std-401-L Remove and Replace Existing 6" Sewer Lateral Per City Std-405-L, Including Fittings and Couplings. Verify Locations Within Mainline Replacement Limits. Lateral Replacement Length to Extend to Property Line as Directed by the City Representative. Reconnect Existing Sewer Lateral from New Main to Join Existing Sewer Lateral at Locations Directed by the City Representative. Remove Existing Manhole Vault Complete. Estimated Size Is 8'Lx10Wx8'D. Backfill to Within 12" of Grade and Pave With 4" AC over a• AB. Coordinate with New Manhole Work. Join Exist Sewer Main with Couplings @ 5' From OCSD MH. Remove Existing Cleanout and Re-Establish Service Lateral Connection Per City Std-405-L, Including Fittings and Couplings. Verify & Coordinate Locations with City Representative Prior to Starting Work. C-4067 ~.J,w~ Central Balboa Water and Sewer Improvements Ocean Front 'l'eat at 8th Sb.eet DATE: 04/22/2010 and Balboa Boulevard DESIGNED BY: DRAWN BY: DWG NO. 26901 Camino de Estrella, Suite D Capistrano Beach, California 92624 Ph: 949.240.7555 fax: 949.240.0755 Civil Engineering and Project Management l--t----11---t--------------t-----1 KN KN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5320-S 1--t----+----+---------------+--------1CHECKED BY: DATE : KN 02/2010 SHEET 8 OF 14 w 1 w i ti) I J_ 1 - T I -,--' 'II BALBOA BL \/ll. 36+89,51 C • 10+00 C/L 7ill 51. 704 14 LF 2 2 WATER CONSTRUCTION NOTES CD 0 ® @ ® @ @ @ Furnish and Install a• C-900 (CL 200) PVC Water Main & DI Fittings Per Typical Trench Sectian Indicated. See Sheet 2 for Typical Trench Section Details. Furnish and Install 6" C-900 (CL 200) PVC Water Main & DI Fittings Per Typical Trench Sectian Indicated. See Sheet 2 for Typical Trench Section Details. Remove and Replace Existing Water Main With New 8" C-900 (CL 200) PVC Water Main & DI Fittings Per Typical Trench Section Indicated. See Sheet 2 For Typical Trench Section Details. Remove and Replace Existing Water Main With New 6" C-900 (CL 200) PVC Water Main & DI Fittings Per Typical Trench Section Indicated. See Sheet 2 For Typical Trench Section Details. Remove Existing Water Service Line From the Existing Water Main to the Water Meter and Install New 1" Water Meter Service to the New Water Main, Including Meter Box and Cover Per City Std-502-L Remove Existing Water Service Line From the Existing Water Main to the Water Meter and Install New 2" Water Meter Service to the New Water Main, Including Meter Box and Cover Per City Std-503-L Furnish and Install a· RW Gate Valve (CL-150), Including Anchor Blocks, Valve Box, Riser & Cover Per City Std-508-L, Std-510-L-C, Std-511-L Furnish and Install 6" RW Gate Valve (CL-150), Including Anchor Blocks, Valve Box, Riser & Cover Per City Std-508-L, Std-510-L-C, Std-511-L Remove and Dispose Interfering Portions of Existing Water Main to be Abandoned (Including Valves, Fire Hydrants, and Appurtenances). Return Existing Fire Hydrants and Water Valves to the City Utilities Yard at 949 W. 16th Street. Abandon Existing Water Main. Furnish & Install 8" DI Tee (Type as Indicated). Furnish & Install 8"x6" DI Tee (Type as Indicated). Furnish & Install 6" DI Tee (Type as Indicated). Furnish & Install 8"x6" DI Reducer (Type As Indicated). T I - I I I I I I -I -I I 37+89,89 C/h 'II. ::LBOA BL\/IJ, BOULEVARJJ C 11+25.17 C/1-AL~ BALBOA : ) I 7 \ \/ \ \ \ \ 617 617 1/2 Sand OCEAN @ @ @ @ @ CB) Remove Replace Pad as & PCC Req' d FExMJ 7 Exist Tele, Gas, & St Lt, & Elec Lines (Protect) 312 FE::xMJ Furnish & Install 8" DI Bend (Angle & Type as Indicated). Furnish & Install 6" DI Bend (Angle & Type as Indicated). Furnish and Install Fire Hydrant Assembly, Including Gate Valve, Bury, Thrust Blocks, & Lateral per CNB Std-500-L Furnish and Install 8"x12" Hot Tap to Existing 12" ACP Water Main Per CNB Std-507-L Remove Exist 12" Gate Valve and Install 12" RW Gate Valve (CL-150), Including Anchor Blocks, Valve Box, Riser & Cover Per City Std-508-L, Std-510-L-C, Std-511-L Furnish and Install Transition Coupling and Fittings to Join Existing Water Main. Verify Point of Connection and Existing Conditions to Confirm Required Fittings Prior to Installation. Construct Cone Collar at Valve(s) per Details on Sheet 14. Furnish & Install 12-3/4" O.D. Asphalt Coated Steel Casing Per City Std-529-L Carrier Pipe to be 6" C-900 PVC Pipe. Furnish & Install 16" O.D. Asphalt Coated Steel Casing Per City Std-529-L Carrier Pipe to be 8" C-900 PVC Pipe. Furnish & Install Thrust Block Per City Std-510-L (A,B,C,D, or E) As Applicable. Furnish & Install 6"x4" DI Tee (Type as Indicated) with 4" RW Gate Valve Including Anchor Block, Valve Box, Riser, and Cover Per City Std-508-L, Std-510-L-C, Std-511-L Remove Existing Reinforced PCC Boardwalk to Nearest Full Panel and Reconstruct With 6" PCC and No. 4 Bars @ 16" EW. Finish Concrete Surface to Match Existing and Restripe To Meet Existing Condition. Dowel Into Adjacent Concrete Per City Std-105-L-B. @ Furnish and Install 4" C-900 (CL 200) PVC Water Main & DI Fittings. 20 0 ~ \ 616 20 I SCALE: 1"= \ 612 -I FRONT 40 80 l __ ~I 20' 604 8 FExMJ 12 23 FExMJ 7 "AS BUILT" These "As Built" plans were prepared from contractor supplied markups following construction completion. The engineer of record makes no wanronty as to the accuracy of the contractor supplied data and it is assumed all data shown hereon has been built as indicated. 109 107 105 \ Exist 6" ACP (Protect) PREPARED BY: REVISIONS NO. DATE BY N C I :;~a;:m~::~:::~~f~t:~c 05 2011 KN "As Built" \ I " ' \ ' \I ----t ~~\ II '7;.\ ,I \I 1' --,~ 600 " ~_,: \ \~\ \, '\ \ _J 3 Exist Tele, St Lt Elec (Protect) T Gas, & Lines REVIEWED 0 0 + '" / \ \ 522 \ i-8' 7 \ Exist ) _ -\ I (Protect ------\\ o_ ---------- ----7:-' -----I } __ s'L_r_ c='f:~ --~-_:--_I I I I __ I\ ~ ~() I 1, e_g 1"0 -=o ~ ~ I 0 .'.j z 0 -s :, z -1-z 0 CJ ,::ti=: 0 II. 0 'I"' 1-w w :z:: tn w w tn C-4067 APPROVED ~-J·-Central Balboa Water and Sewer Improvements OCEAN l'RONT 111ST DATE: 04/22/2010 from. 7th street to 8th street DESIGNED BY: DRAWN BY: DWG NO. Capistrano Beach, California 92624 Ph: 949.240.7555 faK: 949.240.0755 Civil Engineering and Project Management t--+-----+---+---------------+--------1 KN KN CITY OF NEWPORT BEACH PUBIJC WORKS DEPARTMENT W-5320-S l--+----+--+---------------+------1CHECKED BY: DATE : KN 02/2010 SHEET9 OF14 " \ 5 'i' " ' ' " I \, 'ii FExMJ 1. Exist Gas, Tele &1, St Lt Elec Lines 1 (Protect) r~-.::_-__ 1 'e..,' ·.Remov'e & -. Replace PCC • Pad <JS Req'd • Exist Tele, Gas, & St Lt, & Elec Lines (Protect) ' _,_ 520 I I 518 I I l 516 d lk ~ N 12, Cone Soar wa _ l_. Ex\st - - (Protect) _______ ,--~ -_-_ ---_ . > ' C::I ---.-• _\-------, ---c· 3FExMJ; 2 EA 1 EA . . -·. --,,,._,-c.._c.:~__.:.:__ Exist Tele Lines & _ Vqult -(Protect) -• 20 0 20 ~ I SCALE: 40 I 1"= 20' \ ___ l 510 C - 1 80 I \ 507 509 1/, 508 T PREPARED BY: 9 1/, "f- Join Exis 6" AC C '! \ 514 10' --cL--- Exist Trees Typ (Protect) 107 Exist Curb Face 500 "AS BUil T" These "As Built" plans were prepared from contractor supplied markups following construction completion. The engineer of record makes no warranty as to the accuracy of the contractor supplied data and it is assumed all data shown hereon has been built as indicated. REVISIONS NO. DATE BY 05 2011 KN "As Built" 0 0 + "' •. ' ' ' ' I ' / 101 104 8' \ Remove· & Repl_ace • 4' PCC Walk ta • _ Nearest Score. Line • (Aj,pr~x 80 SF) Exist Gas, Tele & St Lt, & Elec Lines (Protect) -l REVIEWED WATER CONSTRUCTION NOTES z 0 0 ® ® 0 2@ I- =® :, ! @) I-® Z@ 8@ ai:: @ O@ II. @ 'I"' 'I"' @ I-@ w w@) ::c Cl) w® »t@ @ @ @ @ @ Furnish and Install 8" C-900 {CL 200) PVC Water Main & DI Fittings Per Typical Trench Section Indicated. See Sheet 2 for Typical Trench Section Details. Furnish and Install 6" C-900 {CL 200) PVC Water Main & DI Fittings Per Typical Trench Section Indicated. See Sheet 2 for Typical Trench Section Details. Remove and Replace Existing Water Main With New 8" C-900 (CL 200) PVC Water Main & DI Fittings Per Typical Trench Section Indicated. See Sheet 2 For Typical Trench Section Details. Remove and Replace Existing Water Main With New 6" C-900 (CL 200) PVC Water Main & DI Fittings Per Typical Trench Section Indicated. See Sheet 2 For Typical Trench Section Details. Remove Existing Water Service Line From the Existing Water Main to the Water Meter and Install New 1 • Water Meter Service to the New Water Main, Including Meter Box and Cover Per City Std-502-L. Remove Existing Water Service Line From the Existing Water Main to the Water Meter and Install New 2" Water Meter Service to the New Water Main, Including Meter Box and Cover Per City Std-503-L. Furnish and Install 8" RW Gate Valve (CL-150), Including Anchor Blocks, Valve Box, Riser & Cover Per City Std-508-L, Std-510-L-C, Std-511-L. Furnish and Install 6" RW Gate Valve (CL-150), Including Anchor Blocks, Valve Box, Riser & Cover Per City Std-508-L, Std-510-L-C, Std-511-L. Remove and Dispose Interfering Portions of Existing Water Main to be Abandoned (Including Valves, Fire Hydrants, and Appurtenances). Return Existing Fire Hydrants and Water Valves to the City Utilities Yard at 949 W. 16th Street. Abandon Existing Water Main. Furnish & Install a· DI Tee (Type as Indicated). Furnish & Install 8"x6" DI Tee (T)Pe as Indicated). Furnish & Install 6" DI Tee (Type as Indicated). Furnish & Install 8"x6" DI Reducer (Type As Indicated). Furnish & Install a• DI Bend (Angle & Type as Indicated). Furnish & Install 6" DI Bend (Angle & Type as Indicated). Furnish and Install Fire Hydrant Assembly, Including Gate Valve, Bury, Thrust Blocks, & Lateral per CNB Std-500-L. Furnish and Install 8"x12" Hot Tap to Existing 12" ACP Water Main Per CNB Std-507-L. Remove Exist 12" Gate Valve and Install 12" RW Gate Valve (CL-150), Including Anchor Blocks, Valve Box, Riser & Cover Per City Std-508-L, Std-510-L-C, Std-511-L. Furnish and Install Transition Coupling and Fittings to Join Existing Water Main. Verify Point of Connection and Existing Conditions to Confirm Required Fittings Prior to Installation. Construct Cone Collar at Valve(s) per Details on Sheet 14. Furnish & Install 12-3/4" O.D. Asphalt Coated Steel Casing Per City Std-529-L. Carrier Pipe to be 6" C-900 PVC Pipe. Furnish & Install 16" O.D. Asphalt Coated Steel Casing Per City Std-529-L. Carrier Pipe to be 8" C-900 PVC Pipe. Furnish & Install Thrust Block Per City Std-510-L {A,B,C,D, or E) As Applicable. Furnish & Install 6"x4" DI Tee (Type as Indicated) with 4" RW Gate Valve Including Anchor Block, Valve Box, Riser, and Cover Per City Std-508-L, Std-510-L-C, Std-511-L. Remove Existing Reinforced PCC Boardwalk to Nearest Full Panel and Reconstruct With 6" PCC and No. 4 Bars @ 16" EW. Finish Concrete Surface to Match Existing and Restripe To Meet Existing Condition. Dowel Into Adjacent Concrete Per City Std-105-L-B. @ Furnish and Install 4" C-900 {CL 200) PVC Water Main & DI Fittings. C-4067 APPROVED rY:}-J ~. Central Balboa Water and Sewer Improvements OCIAN FRONT 111ST DATE: 04/22/2010 from 6th Stroet to Ia1ancl Avenue DESIGNED BY: DRAWN BY: DWG NO. N C I Nolan Consulting, Inc 26901 Camino de Estrello, Suite D Capistrano Beach, California 92624 Ph: 949.240.7555 fax: 949.240.0755 Civil Engineering and Project Management l--l---+--+---------------1--------1 KN KN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5320-S 1--+----+--+---------------+------1CHECKED BY: DATE : KN 02/2010 SHEET 10 OF 14 I ' \ I I '/1 ' I I a·- -·'. 4 +OO ' ' I • ' FExMJ 2 Each 0 Locate 12"x6" DI Redu,'.'er .. Remove and Install 12 x8 DI Reducer and Join Behind Curb 45' Bend 23 15 MJxMJ J 106 109 A-C I I ~ 108 1 \ I I 110 12' Cone Boardwalk \ (Protect) ____ \_ -----, ... Installed Co4plirig Exist Gas, Tele & St Lt Elec Lines (Protect) BALBOA \ ~"' 0 ~117 \ 112 112 1/2 --L 114 I I 116 1, I I I I I I \ \ I 1 I I I I I I I I \ \ l I C BO[JLEVARJJ -T I vi I . I T --~ir - 7 I l l 7'• l / I 127 -<: J, 0 0 + -- T 'i -~~ - ~-· -' 1 WATER CONSTRUCTION NOTES CD 0 Furnish and Install 8" C-900 (CL 200) PVC Water Main & DI Fittings Per Typical Trench Section Indicated. See Sheet 2 for Typical Trench Section Details. Furnish and Install 6" C-900 (CL 200) PVC Water Main & DI Fittings Per Typical Trench Section Indicated. See Sheet 2 for Typlcal Trench Section Details. Remove and Replace Existing Water Main With New 8" C-900 (CL 200) PVC Water Main & DI Fittings Per Typical Trench Section Indicated. See Sheet 2 For Typical Trench Section Details. Remove and Replace Existing Water Main With New 6" C-900 (CL 200) PVC Water Main & DI Fittings Per Typical Trench Section Indicated. See Sheet 2 For Typical Trench Section Details. Remove Existing Water Service Line From the Existing Water Main to the Water Meter and Install New 1 • Water Meter Service to the New Water Main, Including Meter Box and Cover Per City Std-502-L Remove Existing Water Service Line From the Existing Water Main to the Water Meter and Install New 2" Water Meter Service to the New Water Main, Including Meter Box and Cover Per City Std-503-L 119 119 1/2 121 123 I 0 Furnish and Install 8" RW Gate Valve (CL-150), Including Anchor Blocks, Valve Box, Riser & Cover Per City Std-508-L, Std-510-L-C, Std-511-L "' \ __ \_ 20 0 ~ 120 20 I 3 122 T .• I I \- Sewer Lateral I '~ Dropp,~R:---t~~r~. : \I p'-J Clear:,,!Y,lJJe"2'Main 1 . u 23 I ·1 FEsMJ 121-F'-"E='x'lM"'J'--+-c, 2 Each 7 ,t... , ' 16 23 I I f-- I 4' I ,,. 126 I -<=....C.._ ----=.~I -----1 • I ___ :_J·. 1,. 30' 56'± 50+33.82 C/L ALLEY 10+00 C/L MEDINA WAY 2 Couplings Installed at Join t +97.21 C/L MEDINA I co ~c -~ '6 i.:l::E @ 200 200 1/2 -,-----• •. -:!.' \ 'C ··1·' "AS BUILT" These "As Built" plans were prepared from contractor supplied markups following construction completion. The engineer of record makes no warranty os to the 202 40 80 accuracy of the contractor supplied data and it is assumed all data shown hereon has been built as indicated. l __ ~I SCALE: 1'' = 20 ' PREPARED BY: REVISIONS 0. L REVIEWED Furnish and Install 6" RW Gate Valve (CL-150), Including Anchor Blocks, Valve Box, Riser & Cover Per City Std-508-L, Std-510-L-C, Std-511-L Remove and Dispose Interfering Portions of Existing Water Main to be Abandoned (Including Valves, Fire Hydrants, and Appurtenances). Return Existing Fire Hydrants and Water Valves to the City Utilities Yard at 949 W. 16th Street. Abandon Existing Water Main. Furnish & Install 8" DI Tee (Type as Indicated). Furnish & Install 8"x6" DI Tee (Type as Indicated). Furnish & Install 6" DI Tee (Type as Indicated). Furnish & Install 8"x6" DI Reducer (Type As Indicated). Furnish & Install 8" DI Bend (Angle & Type as Indicated). Furnish & Install 6" DI Bend (Angle & Type as Indicated). Furnish and Install Fire Hydrant Assembly, Including Gate Valve, Bury, Thrust Blocks, & Lateral per CNB Std-500-L. Furnish and Install 8"x12" Hot Tap to Existing 12" ACP Water Main Per CNB Std-507-L. Remove Exist 12" Gate Valve and Install 12" RW Gate Valve (CL-150), Including Anchor Blocks, Valve Box, Riser & Cover Per City Std-508-L, Std-510-L-C, Std-511-L. Furnish and Install Transition Coupling and Fittings to Join Existing Water Main. Verify Point of Connection and Existing Conditions to Confirm Required Fittings Prior to Installation. Construct Cone Collar at Valve(s) per Details on Sheet 14. Furnish & Install 12-3/4" O.D. Asphalt Coated Steel Casing Per City Std-529-L Carrier Pipe to be 6" C-900 PVC Pipe. Furnish & Install 16" O.D. Asphalt Coated Steel Casing Per City Std-529-L. Carrier Pipe to be 8" C-900 PVC Pipe. Furnish & Install Thrust Block Per City Std-510-L (A,B,C,D, or E) As Applicable. Furnish & Install 6"x4" DI Tee (Type as Indicated) with 4" RW Gate Valve Including Anchor Block, Valve Box, Riser, and Cover Per City Std-508-L, Std-510-L-C, Std-511-L. @ Remove Existing Reinforced PCC Boardwalk to Nearest Full Panel and Reconstruct With 6" PCC and No. 4 Bars @ 16" EW. Finish Concrete Surface to Match Existing and Restripe To Meet Existing Condition. Dowel Into Adjacent Concrete Per City Std-105-L-B. @ Furnish and Install 4" C-900 (CL 200) PVC Water Main & DI Fittings. SEWER CONSTRUCTION NOTES @ Remove Existing Manhole and Base and Replace Manhole Per CNB Std-401-L. Match Inverts As Per Existing Condition. Backfill All Excavation Voids With Clean Sand. Resurface Outside of Concrete Collar with Minimum 4" AC Hot Mix. Remove Exist 8" Sewer (Exist Concrete or VCP Pipe) and Replace With a• Extra Strength (XS) VCP Sewer. Bedding, Backfill and Trench Resurfacing Shall Be Similar to Section Indicated On Plan Except Tracer Wire is Not Required. Remove and Reconstruct 8" Extra Strength (XS) VCP Sewer For Point Repair As Per Typical Detail 16 on Sheet 14. Verify Location by Video & Coordinate With CNB Utilities Division Prior to Excavation. Bedding, Backfill and Trench Resurfacing Shall Be Similar to Section Indicated On Plan Except Tracer Wire is Not Required. Construct New 48" Diameter Manhole Per City Std-401-L Remove and Replace Existing 6" Sewer Lateral Per City Std-405-L, Including Fittings and Couplings. Verify Locations Within Mainline Replacement Limits. Lateral Replacement Length to Extend to Property Line as Directed by the City Representative. Reconnect Existing Sewer Lateral from New Main to Join Existing Sewer Lateral at Locations Directed by the City Representative. Remove Existing Manhole Vault Complete. Estimated Size is B'Lx10Wx8'D. Backfill to Within 12" of Grade and Pave With 4 • AC over 8" AB. Coordinate with New Manhole Work. Join Exist Sewer Main with Couplings @ 5' From OCSD MH. Remove Existing Cleanout and Re-Establish Service Lateral Connection Per City Std-405-L, Including Fittings and Couplings. Verify & Coordinate Locations with City Representative Prior to Starting Work. C-4067 NO. DATE BY APPROVED rY:).J ~. Central Balboa N C I Nolan Consulting, Inc 26901 Camino de Estrella, Suite D Capistrano Beach, California 92624 Ph: 949.240.7555 fax: 949.240.0755 Civil Engineering and Project Management 05 2011 KN "As Built" DATE: 04/22/2010 DESIGNED BY: DRAWN BY: l---l----+--+---------------1--------1 KN KN 1---+----+--+---------------+------1CHECKED BY: DATE : KN 02/2010 Water and Sewer Improvements OCEAN FRONT ALLIY from Jiil•ud ,bmue to lled1na 'If~ CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT DWG NO. W-5320-S SHEET 11 OF 14 9 9 1/2 218 I ' I I ' I I 6• -I 14•·~-,-~ 14'__J -I--I i------~ I 40' ' ---I ____ _J ------ ---------------------- OCfAH ------------. ---w ----...J __ ----------------------------- I I I ----------------- - ------------1 - - - c/ __ ) 11 --\---~ ~ ~-----~-------u~=i;ilT\ 1 =1=++=-1i0- 12+.67 Remove ~xistin, Manhole & 0-+-----+---t-~/ !1: _ _j_\,\-+---+--+----+--~--l-----l--+---+--+---\-----+--~--l-----l--+---+---l----l---l-=,~n~sbti:;TI11=ss;:ewj'e;;;r=re~1e;'/'~;-;;n~o;';□tH-pieeTr=ie9iihy~SHiitdd+4«0'K0}--C 1-I -1 I I 10+00 CL '118" Dia, Man hp le \ Assumed Fin shed • urfac, over Pipe I I L() 1-->---+-8 ---1--I , H R-1-3:±0-1-, l-+----+--+----t'i1.;r ,- / / Manhol,' Rim=1EL 10 0 (As urned) I I "' I I I I I I I I .+-I ---+--,c---t--1 I ' I I I I I I I -1+---+----rn,,- 1 1 I I I I I I I I I 1 1 '-, 1+---+--1-----1 I I I " I I , LJ ., I I J 111 4-l-+--+4.--~----=t=-----+"~+---J---+-+---jf----+-+--f---+--+---+--+--+--+--+--+--+-t--+--+-""AS-B -Uta;-'f'''+---t--+--+-1,------,--1 1----+-- ""' Verif , & Jo,in Exi:,l I I : '1 1 1 I I These "As Builtj plans were pre~,_e_d_fr4(!)_rn _ _,,___+-+ 1 _,/-+-----+----1----< colitractdr SUpflhed markup~ follo"1,ng j cohstruction co:mpleti6n. T~e engineer 0f 1 1 : reqord makes ~o warranty as to l he L_ ~ 2L__-+--+---+--t--+---t--+---+--+---+--t--+---+--+---+--+---+--t--+---t-t -,?"'C"f"'U"'ra"'c"'y*I "or tnr contractor suppli1clclat9 ana-■---+-+,-I 1-111+---+--;-- it /S ass~rned all data sho1 n hereon has been buil1t as ihdicatdd. I l--1---1---1----+----t--+---+---l---l---l----+----t--+---+---l---+--t---+----l--+---+--+-t,t~~~~~~~.t~~~~.i;--~~~~t~~~~;,;~~~~;,;~~~~~~~~.;;1--t-1 -·l-j-.+---t---+----I 0-+---+0'------+---+--+----1-->---+--+-1---+--·+--0 Furnish a.nd Ins .all 2712 LF , " VCFI (XS) Sewer Pipe Remowe Exi~ting , " Sewer Pip,' 1--1---1---........,;-0+0,,v __ ,_+----+---+---+----,---+---+--+----+----, '.-1-+0t_--1>--t---+----1--+---+--+---+--+---+--i~-:2+011C-->-+-----+---t---+----,---+---+--+----+---1 ',"' 3+00 SEWER PROFILE I I I I I -- I I I I -- 406A 4068 WATER CONSTRUCTION NOTES CD 0 Furnish and Install 8" C-900 (CL 200) PVC Water Main & DI Fittings Per Typical Trench Section Indicated. See Sheet 2 for Typical Trench Section Details. Fumlsh and Install 6" C-900 (CL 200) PVC Water Main & DI Fittings Per Typical Trench Section Indicated. See Sheet 2 for Typical Trench Section Details. Remove and Replace Existing Water Main With New 8" C-900 (CL 200) PVC Water Main & DI Fittings Per Typical Trench Section Indicated. See Sheet 2 For Typical Trench Section Details. Remove and Replace Existing Water Main With New 6" C-900 (CL 200) PVC Water Main & DI Fittings Per Typical Trench Section Indicated. See Sheet 2 For Typical Trench Section Details. Remove Existing Water Service Line From the Existing Water Main to the Water Meter and Install New 1• Water Meter Service to the New Water Main, Including Meter Box and Cover Per City Std-502-L Remove Existing Water Service Line From the Existing Water Main to the Water Meter and Install New 2" Water Meter Service to the New Water Main, Including Meter Box and Cover Per City Std-503-L Furnish and Install 8" RW Gate Valve (CL-150), Including Anchor Blocks, Valve Box, Riser & Cover Per City Std-508-L, Std-510-L-C, Std-511-L. Furnish and Install 6" RW Gate Valve (CL-150), Including Anchor Blocks, Valve Box, Riser & Cover Per City Std-508-L, Std-510-L-C, Std-511-L. Remove and Dispose Interfering Portions of Existing Water Main to be Abandoned (Including Valves, Fire Hydrants, and Appurtenances). Return Existing Fire Hydrants and Water Valves to the City Utilities Yard at 949 W. 16th Street. Abandon Existing Water Main. Furnish & Install 8" DI Tee (Type as Indicated). Furnish & Install 8"x6" DI Tee (Type as Indicated). Furnish & Install 6" DI Tee (Type as Indicated). Furnish & Install 8"x6" DI Reducer (Type As Indicated). Furnish & Install 8" DI Bend (Angle & Type as Indicated). PROFILE SCALE Horz: 1 "=20' Vert: 1 "=2' PREPARED BY: NO. DATE -I /1\ os12011 20 0 20 40 80 I I 408A 4088 I I 410 I I ------L._ 412 412 1/2 I I -- _/_ 414A 4148 414C --I I I Io ,'/ l 416 I I I I 418 ---_/ __ -----fttL ~ I I,' I I I I I Furnish & Install 6" DI Bend (Angle & Type as Indicated). Furnish and Install Fire Hydrant Assembly, Including Gate Valve, Bury, Thrust Blocks, & Lateral per CNB Std-500-L. SEWER CONSTRUCTION NOTES Furnish and Install 8"x12" Hot Tap to Existing 12• ACP Water Main Per CNB Std-507-L. Remove Exist 12" Gate Valve and Install 12" RW Gate Valve (CL-150), Including Anchor Blocks, Valve Box, Riser & Cover Per City Std-508-L, Std-510-L-C, Std-511-L. Furnish and Install Transition Coupling and Fittings to Join Existing Water Main. Verify Point of Connection and Existing Conditions to Confirm Required Fittings Prior to Installation. Construct Cone Collar at Valve(s) per Details on Sheet 14. Furnish & Install 12-3/4" O.D. Asphalt Coated Steel Casing Per City Std-529-L. Carrier Pipe to be 6" C-900 PVC Pipe. Furnish & Install 16" O.D. Asphalt Coated Steel Casing Per City Std-529-L. Carrier Pipe to be 8" C-900 PVC Pipe. Furnish & Install Thrust Block Per City Std-510-L (A,B,C,D, or E) As Applicable. Furnish & Install 6"x4" DI Tee (Type as Indicated) with 4" RW Gate Valve Including Anchor Block, Valve Box, Riser, and Cover Per City Std-508-L, Std-510-L-C, Std-511-L. @ @ Remove Existing Reinforced PCC Boardwalk to Nearest Full Panel and Reconstruct With 6" PCC and No. 4 Bars Cl> 16" EW. Finish @ @ Concrete Surface to Match Existing and Restripe To Meet Existing Condition. Dowel Into Adjacent Concrete Per City Std-105-L-B. @ Furnish and Install 4" C-900 (CL 200) PVC Water Main & DI Fittings. REVISIONS BY APPROVED KN "As Built" REVIEWED ~~.L_J _} ) ,_, • ,=-e-,__4- DATE: 04/22/2010 DESIGNED BY: DRAWN BY: Remove Existing Manhole and Base and Replace Manhole Per CNB Std-401-L. Match Inverts As Per Existing Condition. Backfill All Excavation Voids With Clean Sand. Resurface Outside of Concrete Collar with Minimum 4" AC Hot Mix. Remove Exist 8" Sewer (Exist Concrete or VCP Pipe) and Replace With 8" Extra Strength (XS) VCP Sewer. Bedding, Backfill and Trench Resurfacing Shall Be Similar to Section Indicated On Plan Except Tracer Wire is Not Required. Remove and Reconstruct 8" Extra Strength (XS) VCP Sewer For Point Repair As Per Typical Detail 16 on Sheet 14. Verify Location by Video & Coordinate With CNB Utilities Division Prior to Excavation. Bedding, Backfill and Trench Resurfacing Shall Be Similar to Section Indicated On Plan Except Tracer Wire is Not Required. Construct New 48" Diameter Manhole Per City Std-401-L Remove and Replace Existing 6" Sewer Lateral Per City Std-405-L, Including Fittings and Couplings. Verify Locations Within Mainline Replacement Limits. Lateral Replacement Length to Extend to Property Line as Directed by the City Representative. Reconnect Existing Sewer Lateral from New Main to Join Existing Sewer Lateral at Locations Directed by the City Representative. Remove Existing Manhole Vault Complete. Estimated Size is 8'Lx10Wx8'D. Backfill to Within 12" of Grade and Pave With 4 • AC over 8" AB. Coordinate with New Manhole Work. Join Exist Sewer Main with Couplings @ 5' From OCSD MH. Remove Existing Cleanout and Re-Establish Service Lateral Connection Per City Std-405-L, Including Fittings and Couplings. Verify & Coordinate Locations with City Representative Prior to Starting Work. C 4067 Central Balboa Water and Sewer Improvements OCEAN FRONT ALLIY from Coronado Sbieet w t\cJ•rn• !3treet DWG NO. ~ l~I l __ ______,I 1" = 20' * Exp. 12/31/12 * "''-11!' CJVI\.. ~,.,. OF C,A.\..\~ N C I Nolan Consulting, Inc 26901 Camino de Estrella, Suite D Capistrano Beach, California 92624 Ph: 949.240.7555 fax: 949.240.0755 Civil Engineering and Project Management l---lt---t--1---------------1-----j KN KN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5320-S SCALE: 1--t---+--+---------------t------jCHECKED BY: DATE : KN 02/2010 SHEET 12 OF 14 General Pavement Resurfacing and Trench Construction Notes: A. Contractor to match adjacent grades when reconstructing pavement. Topographic survey shall be conducted by Contractor to re-establish grades and flowlines for new pavement to the satisfaction of the City Engineer. B. Unless specified otherwise on the plans and/or details or directed by the Engineer, trench resurfacing shall be with AC Hot Mix Pavement. AC pavement shall be a minimum 1" Thicker than existing AC section but no less than 4 • of AC thickness for full width of trench, including any extension beyond trench section (minimum). C. Minimum trench resurfacing width for water and sewer mains shall be 5' per City Std-105-L-B. Water and sewer laterals a minimum 2' wide, unless noted otherwise. All removals shall be sawcut as indicated or to nearest expansion joint as directed by the City Engineer. 0. Existing utility surface vaults, valve covers & manhole cavers shall be protected in-place and reset to be flush with new pavement surface where affected by work. E. Contact joints with existing AC pavement shall be tack coated prior to placing new pavement section per Greenbaok Specifications. F. Backfill and Bedding shall be per City Std-106-L. Otherwise subgrade shall be prepared per Greenbaok specifications. G. The Contractor is responsible for maintaining trench stability and adjacent paving. Any excavation or trench wall caving, or adjacent pavement failure, resulting from the Contractor's operations, is the responsibility of the Contractor at no additional cost to the City. Water Mains Under Concrete Boardwalk: A. Concrete boardwalk shall be removed and replaced to nearest full panel per plan. Replacement concrete shall 6" thick with #4 bars at 16" each way. Match existing adjacent concrete finish, grades and striping. B. Contractor to match adjacent grades when joining concrete alley gutter in trench areas. C. Subgrade Shall be prepared and compacted per Greenback specifications. D. All removals shall be sawcut as indicated or to nearest expansion joint or as directed by the Engineer. Water Service Replacement & Temporary Bv Pass: A. Contractor to replace water meter services as indicated on plan, including water service adjustments on the private side of the meter to the new depth and location per CNB Std-502-L and Std-503-L as indicated on plan, or otherwise directed by the City Engineer .. B. Contractor shall resurface trenches for water service with hot-mix a minimum 1 • Thicker than existing AC section but no less than 4 • AC thickness for full width of trench over compacted backfill. C. Contractor to provide for temporary water service & bypass during service replacement per project specifications. Maximum service bypass setup shall not exceed the length of 1 alley segment between nearest intersecting streets or alleys. Water line installation work & bypass shall be completed to the satisfaction of the City inspector before next segment of alley water line work is initiated. B. Subgrade shall be prepared and compacted per Greenback specifications. D. Minimum trench width for water services shall be 24 • Per City Std-105-L. All removals and pavement join edges shall be sawcut. Adjacent Structure & Exist Courtyard Exist Wall (Protect) 0 C 8 ~ 0 Exist 12' Cone Boardwalk 8, Remove and Replace to Match ~ 4'+/- Exist Elec (St Lt)~ Verify Location & Protect Install New Water Main at 36" Minimum Cover. " Ll... ~ I .g I l Existing Sand Adjacent Structure & Exist Courtyard Varies Exist Wall (Protect) Exist 12' Cone Boardwalk 0 C 0 (,) Exist Elec (St Lt)/ Verify Location & Protect Install New Water Main at 36" Minimum Cover. 4'+/- Replace Turf With Sod to Match Existing. Prepare Subgrade Per Manufacturers Recommendations. "' C u u m "' Existing Turf 0 ~ Exist 8" Gas Verify Location & Protect Adjacent Structure & Exist Courtyard Varies ,-~=~--,~ Exist Wall (Protect) "' Exist 12' Cone Boardwalk Install New Water Main at 36" Minimum Cover. 4'+/- 0 C 0 (,) ~ 0 m "' u w m a: _, Replace Existing AC Pavement over Trench With 4" AC on Compacted Native ~ 0 C "' Existing AC Pavement ~Exist a" Gas Verify Location & Protect ~~--~~~------< F Typical Section ® Through San Playground ---~T.._yp..,_i_c_a~I ~S_e_c_t_io=n~~--____,0 Under Grass Turf v T ical Section No Scale No Scale Under Asphalt Playground No Scale 7 u 0 + 2-+--_--_----.---"7 ~--__ ...:._f ~ = -__ '-~(-~ ,-:J ~:\\-7 ~f \7~-C-~lc '1,1 : ,o· ~-r-r-rT~ ; 50• \~ -r// 7 l I • 1 • 7 7 7 7 7 11·-+-11·-t \Ti\ ~ I J, B'--'4--'o , \ \To c-;-/~/~/-/777 I EMPTY LOT \ \ \ \ \ B09 \ \ \ \ \ 819 \ 817 \ \ B15 813 \ ~ i, ~111:, = ½ 111 ~:\\ ___ 1 l '1 \ 1::----t I I ½;11//J;. _, ---____ \\:;--1\~.,\--"' \\ II 1,\ \ ~ \ -,1 t 11 \ LL----,.,---= ~ I I 1~--+\_-,;c.---.,--,---,7 1, g Ill \ II i,1 821 823 f; :I \ ~ \ ¾ 48 105 \ ~\ 11 \ \\ \\ I ~ ; ; 1/; ~ir \~~;a;;~-K 4 Estimated 1 1_\ -\(,:V -'"-" __ _ , 1" ;, 106 48tor Alley 248 ~ I ~ ---_,,,,/ -\ ,\ 1 1,L 1 I \ I K =--i _l_l L--I -.=,;-~--3-14----,\ll'~t_•,(\\17i-;---G-__ -~-.·~;/C' :--::/ \ _l_.,:J_\ v½\ \ 11\ 11\ \ ,~ :1111111111111; 1\ALLPY \, 2p6-:-__Jtoo-~~-C~-\-~~,;~r:-~-=-\:\1;---\1:~.~\11,.-;i~-~~-~~;~-0£-_'l1:::+i1~-~~~---~----~ r\-rtJJ.-;11Ja___ ---\ -~ -" __ JI (...':; LI ==--==---:--:c,.\ '/,_,c-'1,-_ -=::-;;;c;" \lj_\L,\l,','.,L.L.LJ.~-:u. --~,f.11/~---=~~f~\~-~-:-:. -:,, _:~, \~~:_,~ ,,\I' ~1,,-_-_-1~~,, _f_J(~'1 I \' ' '\~ ' ;1-~1\·~-~;::;-:\;.-n iifn77;;:;;r 711m7JJ \-"';',\ '----·r i1 \ C" 1;~~--t-" ~,/S_,,,I' -~'-\--a ,I ~-rrTTJ 808 I ''l;1,\ I I~ \ l "-----::-1=o ~F-' c.-29-+00-~-~;-\~ J-_,_~-;k,_-,, I -1'. _"i:~ -1,~~ -,-r-,--,---,771 ., '\< ' ~ I ', 'I \ \ 814 \ \ I \ \ ao \ I \1 I 822 826 820 \ B' I I I - l I i 1~ I ~ I ~-<f ( -~ I I ---1-- 828 OC.£A_ -#-_:---Note Regarding Sewer Cleanout Removals: 8 j --r-"------The City will make the determination which C.0.s along ---7\r..__~-1 Tl --L(l;): ' Alley 256-K and Alley 248 will be replaced. A total of \ 17 cleanout removals are estimated for bidding and is _ ➔----j reflected in the bid proposal. I 11AS BUIL T 11 These "As Built" plans were prepared from contractor supplied markups following construction completion. The engineer of record makes no warranty as to the accuracy of the contractor supplied data and it is assumed all data shown hereon has been built as indicated. SEWER CLEANOUT REMOVAL ALLEYS 248 and 256-K Scale: 1 "=20' REVIEWED I I I. I I -• -- \ I \ \ \ \ I I C-4067 PREPARED BY : REVISIONS NO. DATE BY APPROVED r4J.J ~-Central Balboa N C I ::~a;:m~::~:~!~~f;1:~c Capistrano Beoch, Colifornio 92624 Ph: 949.240.7555 fox: 949.240.0755 Civil Engineering and Project Managen,ent 05 2011 KN "As Built" DATE: 04/22/2010 DESIGNED BY: DRAWN BY: t---t----+--+---------------t--------1 KN KN t---+----+--+---------------+------1CHECKED BY: DATE : KN 02/2010 Water and Sewer Improvements Miscellaneous Details No. 1 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT DWG NO. W-5320-S SHEET 13 OF 14 "AS BUil T" These "As Built" plans were prepared from contractor supplied markups following construction completion. The engineer of record makes na warranty as to the accuracy of the contractor supplied data and it is assumed all data shown hereon has been built as indicated. MJ i:; . "-• v :'f-iori~ -.· • "' _, . Thu(st Bl~ci ,_ Flanged DI Tee with 3 Valves No Scale V C 0 a. .,, -u a :i Q.) ~ u._c, ~ o-~ 0 -U 0 C rn v-u u O:'.:S: 12" Concr!t~s1oEadr~:af:\ ~ f j ----- E 12" Thick Concrete Collar C-900 PVC Pipe (Typ) MJ Fig FlgxMJ DI Tee with 2 Valves In-Line No Scale Top Renforceme□t #4 Bars Epoxy Coated. Wrap Around Valve Can & Dowel Into Cone Boardwalk With 6" Embedment Bottom Renforcement # 4 Bar Epoxy Coated. Wrap Around Valve Can. Doweling Not Required New Water Main Concrete Collar at Boardwalk Edge Slngle Valve Condition No Scale eo· • Remove & Dis 811 VCP Install a. ~ See Plan far Length ( 4' Min) ] ~ Exist 8" VCP Exist 8" VCP LLJ 8" Extra w [(Protect) (Protect)~ ] Strength VCP ] ~----------~ (__ - - - - ----------~ - - - - -_J Notes: 1. Verify Point Repair Location & Length by Video and Coordinate Location with CNB Utilities Division & Inspector Prior to Excavation. 2. Maintain Positive Pipe Slope. ical an Sewer Point Re air Detail No Scale PREPARED BY: s• Dia Dbl SS Banded Rubber Mechanical Coupling (Fernco or Caulder) Typical at Each End of Join. C-900 PVC Pipe (Typ) NO. DATE BY 05 2011 KN MJ •· > ' • (!) , • : J'lerz _i . ,• ~ Tb urst Elio ck.; • ~ . . ·,. C-900 PVC Pipe (Typ) MJ FlgxMJ DI Tee 2 Valves Branched ® No Scale Exist Edge of Concrete Boardwalk 1211 12" Thick Concrete Collar I r;=i I I I I V > 0 > _J u V > 0 > _J u MJ f---L.,_ MJ C-900 PVC Pipe (Typ) FlgxMJ DI Tee with Valve @ Branch~ No Scale ~ 12" Mid-Si;i□n Renforcement #4 Ba rs Epoxy Coated. Dowel Into Cone Boardwalk with 6" Embedment Top Renforcement #4 Bars Epoxy Coated. Wrap Around Valve Can & Dowel Into Cone Boardwalk With 6" Embedment Bottom Renforcement # 4 Bar Epoxy Coated. Wrap Around Valve Cans. Not Doweled CL New Water Main ,::-1:> c,t::i Concrete Collar at Boardwalk Edge Two Valve Condition Exist Edge of Concrete Boardwalk V C 0 a. .,, --0 C :,ID ~ LLQ "E o-~ 0 --o 0 C rn v-u V U.!?L C a.V 0 V ..c: u (]:'.,:: E 12" Thick Concrete Collar REVISIONS 12" No Scale I r;=i I I I V > :!; _J u 12" Mid-Span Renforcement #4 Bars Epoxy Coated. ,.,---:::;.-:,,.-Dowel Into Cone Boardwalk with 6" Embedment Top Renforcement #4 Ba rs Epoxy Coated. Wrap Around Valve Can & Dowel Into Cone Boardwalk With 6" Embedment Bottom Renforcement # 4 Bar Epoxy Coated. Wrap Around Valve Cans. Not Doweled CL New Water Main Concrete Collar at Boardwalk Edge Three Valve Condition No Scale REVIEWED APPROVED Central Balboa C-4067 "As Built" rY:).J ~. Water and Sewer Improvements DATE: 04/22/2010 MISCEIJ.ANEOUS DET~ NO. 2 DESIGNED BY: DRAWN BY: DWG NO. N C I Nolan Consulting, Inc 26901 Camino de Estrella, Suite D Capistrano Beach, California 92624 Ph: 949.240.7555 fax: 949.240.0755 Civil Engineering and Project Management l--f----+--+---------------f-------1 KN KN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5320-S t--+------i--+------------------+-------1CHECKED BY: DATE : KN 02/2010 SHEET 14 OF 14