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HomeMy WebLinkAboutS_5214_SBAKER d I d :'.i ~ "' :r: u 1,5 ADAMS AVE. ORANGE ~ -l----11-~=--~_,--------t--"n, COAST CITY OF COLiEGE ORANGE CO. (ll z: COSTA FAIRGROUNDS MESA el "' ~ i!'i ~ 11c 2 (.!) !ii z: => f ~ I :r: v1CTORL'. LL (SEE LOCATION MAP BELOW) VICINITY MAP NO SCALE SYMBOL LEGEND -----PROPERlY LINE ---Lot Line NEW CONSTRUCTION ---<i_--CENTERLINE --s--SEWER LINE --w--WATER LINE --Gas--GAS LINE --Elec-POWER LINE -Tele--TELEPHONE LINE -Cbl--CABLEVISION LINE 0 sMH SEWER MANHOLE ABBREVIATIONS AB AC APWA BLDG BS BW CF CIP CLR CMU CONC DBL DIA D/S E EXIST FF FG FL FS GLV HORZ HP ID INV L AGGREGATE BASE ASPHALT CONCRETE AMERICAN PUBLIC WORKS ASSOCIATION BUILDING BOTTOM OF STAIR BOTTOM OF WALL CUBIC FOOT OR CURB FACE CAST IN PLACE CLEARANCE CONCRETE MASONRY UNIT CONCRETE DOUBLE DIAMETER DOWNSTREAM EAST EXISTING FINISHED FLOOR FINISHED GRADE FLOWLINE FINISHED SURFACE GALVANIZED HORIZONTAL HIGH POINT INSIDE DIAMETER INVERT LEFT MIN N NO NTS oc PCC PLCS PVC PVMT RAD REINF RET s s = SD ss STD Slll ST TC TG TS TW TYP Slll ST UBC VERT w W/ MINIMUM NORTH NUMBER ~ ~ CJ~ && ~Q ~~ '\J'<--· Cl !.'o 9..::S ,f o 3 en NOT TO SCALE UN VERSI TY BONITA CYN ~&,TY STORAGE YARD & RESER. RD. ON CENTER or ON CURVE PORllLAND CEMENT CONCRETE PLACES POLYVINYL CHLORIDE PAVEMENT RADIUS REINFORCEMENT RETAINING SOUTH SLOPE STORM DRAIN SANITARY SEWER STANDARD STEEL STREET TOP OF CURB TOP OF GRATE TOP OF STAIR TOP OF WALL TYPICAL STEEL STREET UNIFORM BUILDING CODE VERTICAL WEST WITH EMERGENCY TELEPHONE NUMBERS CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY SBC (Pccific Bell) CITY OF NEl'rPORT BEACH (UTILITIES DEPT.) COUNTY SANITATION DISTRICTS ADELPHIA CABLE UNDERGROUND SERVICE ALERT TELEPHONE 800-624-8153 800-611-1911 611 949-644-3011 714-962-2411 949-542-6222 800-422-4133 CITY OF IRVINE U.C.I. RD PREPARED BY : NCI 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 storm drain stationing unless noted otherwise. 4. The Contractor shall request inspection from the Public Works and Utilities Departements 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 storm drains, linings, manholes, cleonouts, forms or pouring concrete. If a discrepancy is apparent between field conditions ond whot is indicoted on the plans, the Controctor shall contact the design engineer for resolution. BUCK I GULLY SEWER FORCE C-3803 MAIN APPROVED: APPROVED: ' I • Newport Harbor Channel DATE: PUBLIC WORKS DIRECTOR R.C.E. 36106 DATE: ACTING CITY ENGINEER R.C.E. 19111 I I I ' ' I I I I \ I ' RELOCATION GENERAL STRIPING NOTES 1. All striping details, morkings, markers, etc. shall be per State of California Department of Transportation Standard Plans, 2006 Edition. 2. Temporary traffic striping ond morkings shall be paint opplied in one coat and as soon os possible within 24 hours after the finish course of pavement has been applied. 6. Dust shall be controlled by watering and/or dust palliative. 7. Sanitary facilities shall be mointoined on the site during the construction period. 8. Work hours are llmited from 7: 00 am ta 4: 30 pm Monday through Friday; Saturdays only by special permission from the Engineer; and no work on Sundoys and Holidays oer section 10-28 of the NBMC. 9. Walls and faces of excovotions greater thon 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 thot hazardous ground movement may be expected. 10. All storm drain lines to be owned, operoted and maintained by the City sholl be video inspected ofter cleoning. All video inspection shall be performed by the City Utllltles Department. Any storm drain llne or lining found to be installed incorrectly, defective, damaged, or otherwise compromised shall be repoired/reploced and reinspected with video, prior to acceptance. the Contractor shall pay the current rate established by the City for addltlanal video Inspections. 11. The Fire Department and Police Department shall be notifed 48 hours in advance of all traffic lane closures. SEWER CONSTRUCTION NOTES: CD © ® ® 0 ® ® @ ® @ Remove Interfering Portions of Existing Sewer Facilites, Including Piping, Manholes, Fittings, as Required ta Install the Proposed Connection Improvements Per Detail 1 on Sheet 4. Furnish and Install 6" Yelomine Restrained Joint PVC Pipe, SDR 17, as Manufactured by Certainteed. Pipe Bedding, Backfill and Trench Resurfacing per Applicable Details on Sheet 4. PVC C-900 Furnish and Install 8" \ICP EMtFa StFeR§th (XS~ Sewer Pipe. Pipe Bedding, Backfill and Trench Resurfacing per Applicable Details on Sheet 4. Construct 48" Dia Standard Manhole per CNB Std-401-L. Construct 60" Dia Drop Manhole per CNB Std-403-L. Use 12" Valve Box Cover (Supplied by City) for 8" PVC Riser. Protect Existing 6" Force Main. Sawcut and Remove Portion of Existing PCC Pavement Per Appllcable Section Details on Sheet 4. Reconstruct PCC Povement Section per CNB Std-105-L-B and Per Applicable Section Details on Sheet 4. Sawcut and Remove Portion of Existing AC Pavement Section Per Applicable Section Details on Sheet 4. Reconstruct AC Pavement Section per CNB Std-105-L-B and Per Applicable Section Details on Sheet 4. Furnish and Install 6" Certa-Lok Yelomine 45" Sweep by Certainteed With Thurst Block per CNB Std-510-L-A. Furnish and Install 6" RW Gate Valve (FExFE) & Riser per CNB Std-508-L-A & Std-511-L. Install Valve Box Cover with Lid Marked "Sewer". LOCATION MAP I I _) Project Location 3. All final striping shall be "Spray Reflectorized Thermoplastic" applied at a minimum thickness of 0.45mm. Crosswalks and Limit Lines shall be applied at a minimum thickness of 0.90mm. The final striping shall not be applied until the paving has been in place for at least 15 days. 4. All conflicting striping and pavement markings shall be removed by sandblasting or other method approved by the Engineer. Remove and Reconstuct Interfering Portion of PCC Cross Gutter to Match Existing. Contractor to Survey and Asbuilt Existing Cross Gutter Prior to Disturbing and Reconstruct to Match Existing Grades and Dimensions Following Sewer Installation. NO SCALE Nolan Consulflng:, Inc 26901 Camino de Estrella, Suite D Capistrano Beach, California 92624 Ph: 949.240.7555 fax: 9411.240.0755 BENCH MARK: 3K-29-68 ELEV=84.166 DATUM=NGVD 1988/0CS 1995 ADJUSTMENT DESCRIBED BY OCS 2002 -FOUND 3-3/4" OCS ALUMINUM BENCHMARK DISK STAMPED "3K-29-68", SET IN THE NORTHERLY CORNER OF A 4 FT. BY 7 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE SOUTHERLY CORNER OF THE "T" INTERSECTION OF PACIFIC COAST HIGHWAY AND IRIS AVENUE, 45 FT. SOUTHERLY OF THE CENTERLINE OF IRIS TO THE WEST AND 36 FT. SOUTHWESTERLY OF THE CENTERLINE OF PCH. MONUMENT IS SET LEVEL WITH THE SIDEWALK. APPROVAL RECOMMENDED APPROVAL RECOMMENDED L "AS BUILT" These "As Built" plans were prepored from contractor supplied markups following construction completion. The engineer of record makes no warronty as to the accuracy of the contractor supplied data ond it is assumed oil data shown hereon hos been built os indicated. APPROVAL RECOMMENDED NO. DATE BY SHEET INDEX: 0 Title Sheet <'.y Buck Gully Force Main Relocation (1 of 2) 0 Buck Gully Force Main Relocation (2 of 2) 0 Miscellaneous Details Sawcut and Remove Portion of Existing AC Cap with 8" PCC Sub-Pavement Section Per Applicable Section Details on Sheet 4. Install/Replace Traffic Signal Loop Detectors on Poppy Ave per Caltrans Std ES-5A and ES-5B. Coordinate Disconnection, Temporary Interruption, and Loop Replacement at the Direction of the Engineer. Remove Existing Pavement Striping or Marking to be Replaced by Sandblasting. Install Centerline Striping to Match Existing as Directed by the Engineer. Install Lane Line Striping to Match Existing as Directed by the Engineer. Install/Replace Stop Bar Striping and "Stop" Legend, or Crosswolk, as Indicated to Match Existing as Directed by the Engineer. C-3803 REVISIONS APPROVAL RECOMMENDED BUCK GULLY APPROVED ---=0"-'7'-'2'-"0"'08'+--'-K"'N'+--'"A-"'s'--=B=-u·"',1t~"-----------+-----1 PRINCIPAL CIVIL ENGINEER R.C.E. NO. 46214 SEWER FORCE MAIN RELOCATION TITLE SHEET Civil Engineering and Project Manage,nent ACTING UTILITIES DIRECTOR GENERAL SER\/1CES DIRECTOR ACTING TRANS. & DEV. SER\/1CES MANAGER R.C.E. NO. 45521 DATE: R.C.E. NO. 52646 06/22/07 DATE DATE DATE __________ _ DATE DESIGNED BY: DRAWN BY: l--f----+--+---------------f-------1 KN KN -----------l--f----+--+---------------f-------1CHECKED BY: DATE : KN 06/22/07 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PROJECT NO. 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Furnish and Install 6" Yelomine Restrained Joint PVC Pipe, SDR 17, as Manufactured by Certainteed, Pipe Bedding, Backfill and Trench Resurfacing per Applicable Details on Sheet 4• PVC C-900 Furnish and Install a• IJGP E•tFa StFeAgt~ (XS) Sewer Pipe. Pipe Bedding, Backfill and Trench Resurfacing per Applicable Details on Sheet 4. Construct 48" Dia Standard Manhole per CNB Std-401-L. Construct 6D" Dia Drop Manhole per CNB Std-403-L. Use 12" Valve Box Cover (Supplied by City) for 8" PVC Riser. Protect Existing 6" Force Main. Sawcut and Remove Portion of Existing PCC Pavement Per Applicable Section Details on Sheet 4. Reconstruct PCC Pavement Section per CNB Std-105-L-B and Per Applicable Section Details on Sheet 4. Sawcut and Remove Portion of Existing AC Pavement Section Per Applicable Section Details on Sheet 4, Reconstruct AC Pavement Section per CNB Std-105-L-B and Per Applicable Section Details on Sheet 4. Furnish and Install 6" Certa-Lok Yelomine 45· Sweep by Certainteed With Thurst Block per CNB Std-510-L-A. '12' Furnish and Install 6" RW Gate Valve (FExFE) & Riser per ~ CNB Std-508-L-A & Std-511-L. Install Valve Box Cover with Lid Marked "Sewer". Remove and Reconstuct Interfering Portion of PCC Cross Gutter to Match Existing. Contractor to Survey and Asbuilt Existing Cross Gutter Prior to Disturbing and Reconstruct to Match Existing Grades and Dimensions Following Sewer Installation. Sawcut and Remove Portion of Existing AC Cap with 8" PCC Sub-Pavement Section Per Applicable Section Details on Sheet 4. Install/Replace Traffic Signal Loop Detectors on Poppy Ave per Caltrans Std ES-5A and ES-5B. Coordinate Disconnection, Temporary Interruption, and Loop Replacement at the Direction of the Engineer. Remove Existing Pavement Striping or Marking to be Replaced by Sandblasting, Install Centerline Striping ta Match Existing as Directed by the Engineer. Install Lane Line Striping to Match Existing as Directed by the Engineer. Install/Replace Stop Bar Striping and "Stop" Legend, or Crosswalk, as Indicated to Match Existing as Directed by the Engineer. PROFILE SCALE Horz: Vert: FOR EXCAVATIONS WITHIN FIVE (5) FEET OF A CITY STREET TREE, CONTRACTOR TO NOTIFY THE CITY URBAN FORESTER, JOHN CONWAY, AT (949) 644-3083. 0 0 + ""' ... I <C C") I-1- CI) w .w w :z: 17 Z Cl) -.. • ' 40 D 40 80 160 ~ I_I l __ ~I ORIGINAL SCALE: l''= 40 ' * Exp. 12/31/08 * "},,'If CiV\\.~,.,_ Of" C~\..\°f PREPARED BY : N C I ;;~a~m~::~:~:i~~f~t:~c Capistrano Beach, California 92624 Ph: 949.240.7555 fax: 949.240.0755 Civil Engineering and Project Managenrent --~ --;'~ ------~>-- Curb l 8 1 '" :.I'-_ -0-d o, 1 Exist J • • •~· _ -!!,:;,_ J .I --: w .-w I :z: Cl) 4 ,,. -~+ u j "' .. •-~ r Exj ,t AC-Paven ent Surface ~ . ,, = :E I I - NO. DATE BY /1\ 07/2008 KN ~ Exis 'pee f/avement S lrface \ . ,. \l REVISIONS "As Built" • --.,, APPROVED APPROVAL RECOMMENDED P~NCIPAUWIL ENGINEER R.C.E. NO. 46214 DATE: 06/22/07 DESIGNED BY: DRAWN BY: >----+---+--+-----------------+----__, KN KN >----+---+--+-----------------+----__,CHECKED BY: DATE : KN 02/2007 "AS BUILT" These "As Built" plans were prepared from contractor supplied markups following canstructian 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 hos been built as indicated. C-3803 Sewer Improvements Buck Gully Sewer Force Main Relocation PLAN AND PROFILE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PROJECT NO. 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I"):: l--+--+--+---t-+-+pvc-1••ipe(cr ·50·-\--+-t--+--+--+---t-+--+--+---+---tt--+--+--+---+-+--+--+--+---t-+--+-8'>-JOt e-e'...960L 5l we+-,,;•p-eo-t--+--+---tt--+--+--+---+-+--+-'-IIID-f--OO-+---t-+--+--+--+-t--+--+--+---+-l--+--+--+-----t---l 17+00 18+00 19+00 20+00 ,--\ ---s /-,, \ \ ~•,9.,,,_c " I 21 +DO .; ~~;.' \ .~ (f) ·~ :;~, \ ·~· 1-:;~ 22+00 I I Ii -1-.......... Ji.. r(IBX19) Cro ~ \'-----'-';_ '......S' •i~--,,-I "' PREPARED BY: \ 23+00 ill' -.. s---~----"-- I :,: s---,,s I • I . ., t:.I II ~ I I ..,, ~~.\ I s ---,-1 .'Jl .. ',( . 1, ' ' I s I ,:;;!,. ~ ..1::: .. SEWER CONSTRUCTION NOTES: 0 0 © ® ® 0 ® ® @ ® @ Remove Interfering Portions of Existing Sewer Facilites, Including Piping, Manholes, Fittings, as Required ta Install the Proposed Connection Improvements Per Detail 1 on Sheet 4. Furnish and Install 6" Yelomine Restrained Joint PVC Pipe, SOR 17, as Manufactured by Certainteed. Pipe Bedding, Backfill and Trench Resurfacing per Applicable Details on Sheet 4. PVC C-900 Furnish and Install a• \'GP ExtFa 5tFefl':lth (XE~ Sewer Pipe. Pipe Bedding, Backfill and Trench Resurfacing per Applicable Details on Sheet 4. Construct 48" Dia Standard Manhole per CNB Std-401-L. Construct 60" Dia Drop Manhole per CNB Std-403-L. Use 12" Valve Bax Cover (Supplied by City) far 8" PVC Riser. Protect Existing 6" Force Main. Sawcut and Remove Portion of Existing PCC Pavement Per Applicable Section Details on Sheet 4. Reconstruct PCC Pavement Section per CNB Std-105-L-B and Per Applicable Section Details on Sheet 4. Sawcut and Remove Portion of Existing AC Pavement Section Per Applicable Section Details on Sheet 4. Reconstruct AC Pavement Section per CNB Std-105-L-B and Per Applicable Section Details on Sheet 4. Furnish and Install 6" Certa-Lak Yelomine 45· Sweep by Certainteed With Thurst Black per CNB Std-510-L-A. Furnish and Install 6" RW Gate Valve (FExFE) & Riser per CNB Std-508-L-A & Std-511-L. Install Valve Box Caver with Lid Marked "Sewer". Remove and Reconstuct Interfering Portion of PCC Crass Gutter to Match Existing. Contractor to Survey and Asbuilt Existing Cross Gutter Prior to Disturbing and Reconstruct to Match Existing Grades and Dimensions Following Sewer Installation. Sawcut and Remove Portion af Existing AC Cap with 8" PCC Sub-Pavement Section Per Applicable Section Details on Sheet 4. Install/Replace Traffic Signal Loop Detectors on Poppy Ave per Caltrans Std ES-5A and ES-5B. Coordinate Disconnection, Temporary Interruption, and Loop Replacement at the Direction of the Engineer. Remove Existing Pavement Striping or Marking to be Replaced by Sandblasting. Install Centerline Striping to Match Existing as Directed by the Engineer. Install Lane Line Striping ta Match Existing as Directed by the Engineer. Install/Replace Stop Bar Striping and "Stop" Legend, or Crosswalk, as Indicated to Match Existing as Directed by the Engineer. NOTE: FOR EXCAVATIONS WITHIN FIVE (5) FEET OF A CITY STREET TREE, CONTRACTOR TO NOTIFY THE CITY URBAN FORESTER, JOHN CONWAY, AT (949) 644-3083. REVISIONS APPROVAL RECOMMENDED No(~ • FESS~( / °%'" ~N~O,.-t-D_A_T_E---i--_B_Y---i-------------------i-A_P_P_R_O_V_E7D ,.,,,,:,JJ _,.1_ /11\ 07' ''2008 KN "As Bu·,1t" 40 0 40 80 160 ~ I I I I ORIGINAL SCALE: 1''= 40' o!: 646 !;l * Exp. 12/JI /08 * _,.J;,'i CI VI I. ~,,._ OF c~L\~ -N C I ::~a;;m~::~::=~~f~1:~c Capistrano Beach, California 92624 Ph: 949.240.7555 fax: 949.240.0755 Civil Engineering and Project Management •,, ~~INCIPALGIVIL ENGINEER R.C.E. NO. 46214 DATE: 06/22/07 DESIGNED BY: DRAWN BY: l-----t---+---+-----------------t-------1 KN KN 1-----t---+---+-----------------t-------lCHECKED BY: DATE : KN 02/2007 PROFILE SCALE Horz: Vert: '"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. C-3803 Sewer Improvements Buck Gully Sewer Force Main Relocation PLAN AND PROFILE CITY OF NEWPORT BEACH PUBLlC WORKS DEPARTMENT PROJECT NO. S-5214-S SHEET 3 OF 4 #4 Dowels @ 18" o.c. -::, u Existing PCC ~ 6.5 Min -::, 4' u ,__ ______ _, 3' " Cf) Pvmt (Protect) l i--~,-c8_ .. -'-M_in-i [ "-;---t-~ .N' XX)< ~ /V" ~'>00?. • n: , a -la ,, "m "Tl' [Il ::. ·-0 --" -(.) 0 _J [Il 0 "' C: " " " [Il ----- 3' , I Exist PCC Curb (Protect) Tack Coat Typ Grind Exist AC Min 2" Trench Trench & Construct AC Cop to Match Across Full Trench Repair Width. Use Tack Coat at All Contact Points (Typ). 5' Min 2.5' 1.5' I Exist 6'x18" PCC Curb and Gutter (Protect) -_ __r+= - I Tack Coat Typ AC Resurfacing [Il ::. ·-0 --" -u- 0 _J ie CCI U ~ '-II ;:: 8' 2· Exist 8"x24" PCC Curb , and Gutter (Protect) _ft= , -. I Grind Exist AC Min 2" Each Side of Trench & Construct AC Cap to Match Across Full Trench Repair Width. Use Tack Coat at All Contact Points (Typ). Exist PCC Curb (Protect) 11' & Varies Remove PCC Sub-Pavement/ & Replace w/8" Min Full Depth AC " Exist 8" W Remove Interfering 24'+/- -~ 0.. _J 0 ' -,v -= -" u " m en C: " " (I) m I Grind Exist AC Cop & Replace to Match Across Full Width of Street. Use Tack Coot at All Contact Points (Typ). Exist Existing AC Cap Over rpcc Pvmt PCC Curb (Protect) --' -m ::. 0 - _J 0 '-3' 5'+/-, Verify --------A PCC Trench Resurfacing Section @ AC Trench Resurfacing Section ✓-8 .... -------------------~--------;; ) No Scale __ A_C __ T_re_n_c_h __ R_e_s_u_rf_a_c_i_n-=g_S_e_c_t_io_n----1/ C "1 Section D Limits Exist 18" W Protect Section A Limits Beginning of Project to Sta. Sta. 14+35 to Sta. 15+15 Sta. 16+89 to Sta. 19+13 13+77 No Scale pee Pavement Resurfacing and Trench Construction Notes= 1 . 2. Contractor to match adjacent grades when reconstructing PCC pavement. Topographic survey shall be conducted by Contractor to re-establish grades and flowlines for new pavement to the satisfaction of the Engineer. Concrete pavement shall be minimum 8" PCC over compacted backfill. See City Std-140-L and Std-141-L for related specifications for PCC pavement. 3. All removals shall be sawcut as indicated or to nearest expansion joint as directed by the Engineer. 4. Existing utility surface vaults & covers shall be protected in-place and reset to be flush with new pavement surface. 5. Contact joints with existing PCC pavement shall be doweled as indicated and per Std-1 08-L. 6. Backfill and Bedding shall be per City Std-106-L. C: j fl", " I I ~I I ~I I " I I C: ·El I 0 1 I ~I I , I I (D -I I -~I I w1 I 6" Dresser Coupling ,L....J -:l:"t:"=~~~:=:!a~::::!afil!!!!i!'l!i:=..j - 6" Yelomine Spool 18" Min - >, Q) <( -+-' (/) X w Cut & Groove Exist 6" Yelomine Pipe to Join Remove Exist Yelomine 90" Sweep and Couplings - Section B Limits Sta. 13+ 77 to Sta. 14+35 Sta. 15+ 15 to Sta. 16+89 6" RW Gote Valve (FExFE), Normally Closed • /'-. Use Fittings & Couplings As Indicated J Cut & Groove Exist 6" • I I / 6" Certa-Lok Yelomine Pipe to Join _ , j Flange Adaptors Exist 6" Yelomine Force Main __, / / ,--------------6"x6"x6" Certa-Lok Tee L _______________ L,..IJl-t:=r=~:Ll__,~1_1..-+--f _______ _ g en 0 ~ C: ::, g-, 0 0 C. 0 Cf) 0 -" o-" 0 C: _J L .E I " rn 0 C: " rn -" ::;; t " " 6< >- ~co 0 ' ' 'i,, ~D <D -<D Poppy Avenue • ~ ~ ~/ / '\ - - 6" Certa-Lok Coupling 6" Certa-Lok Flange Adaptors 6" RW Gate Valve (FExFE), Normally Open 6" Certa Lok Flange Adaptors \_ 6" Yelomine PVC Pipe Per Plan 6" Dresser Coupling e" Gerta Lei( Cet:J~iA€J r-----------._6" Yelomine PVC lA Pipe Per Plan -------1 Force Main Connection Detail (D No Scale '-, AC Pavement Resurfacing and Trench Construction Notes· 1 . 2. Contractor to match adjacent grades when reconstructing AC pavement. Topographic survey shall be conducted by Contractor to re-establish grades and flowlines for new pavement to the satisfaction of the Engineer. AC pavement shall be minimum 1" Thicker than existing AC section. PCC sub-pavement may exist under AC surfacing, in which case Place 8" AC Full Depth over Compacted Backfill. 3. All removals shall be sawcut as indicated or ta nearest expansion joint as directed by the Engineer. 4. Existing utility surface vaults, valve covers & manhole covers shall be protected in-place and reset to be flush with new pavement surface. 5. Contact joints with existing AC pavement shall be tack coated prior to placing new pavement section per Greenbook Specifications. 6. Backfill and Bedding shall be per City Std-106-L. PREPARED BY : No Scale '\ ~ - Section e Limits -All Work Along E. Coast Hwy NO. DATE N C I Nolan Consulting, Inc 07/2008 REVISIONS BY KN "As Built" -Sta. 19+13 to E. Coast Hwy @ Cross Gutter - __:A....:..C=----=-C--=a..i:co___:::oc.:..n:........:E=x.:.:..i s::::..t:::.........:.P_C=--C=---..:....P--=a....:..v...;:;.e.;..;cm..:..;e:;..:.n..:..;t=--------c: / D " 1 Trench Resurfacing Section , _./ APPROVED No Scale APPROVAL RECOMMENDED ·, -l A .,.t • . Pi,INCIPAlt.J;I IL ENGINEER R.t.E. NO. 46214 DATE: 06/22/07 DESIGNED BY: DRAWN BY: "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. C-3803 Sewer Improvements Buck Gully Sewer Force Main Relocation DETAILS PROJECT NO. * Exp. 12/31 /08 * "'.>:,, CJV\\. =',.. e OF c,1,.u~ac-.:.- 26901 Camino de Estrella, Suite D Capistrano Beach, California 92624 Ph: 949.240.7555 fox: 949.240.0755 Civil Engineering and Project Managenrent l----1-----11-----1---------------t------j KN KN CITY OF NEWPORT BEACH PUBLlC WORKS DEPARTMENT S-5214-S 1--t---+--+----------------t-------jCHECKED BY: DATE : KN 02/2007 SHEET 4 OF 4