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HomeMy WebLinkAboutS_5212_S:::r:: u <{ w m z 0 I-C) z 1-z =, :::r:: LL ADAMS AVE. --l-------11-------~-----t--,;oR'ANGE COAST COLLEGE BAKER CITY OF COSIA 1\11ESA I------, ORANGE CO. l!CTORIA ST. (SEE LOCATION MAP BELOW) VICINITY MAP NO SCALE SYMBOL LEGEND -----PROPERTY LINE ---Lot Line NEW CONSTRUCTION ---<;_---CENTERLINE --s--SEWER LINE --w--WATER LINE --C,os--GAS LINE [lee POWER LINE -Ttle--TELEPHONE LINE _(bl--CABLEVISION LINE 0 sMH SEWER MANHOLE ABBREVIATIONS AB AC APWA AGGREGATE BASE ASPHALT CONCRETE AMERICAN PUBLIC WORKS BLDG BS BW CF GIP CLR CMU CONG DBL DIA D/S E EXIST FF FG FL FS GLV HORZ HP ID INV L 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 Fl NISHED FLOOR Fl NISHED GRADE FLOWLINE FINISHED SURFACE GALVANIZED HORIZONTAL HIGH POINT INSIDE DIAMETER INVERT LEFT FNRGROUNDS UNI vrnslTY RD. :,___ --- "<;: Pf}; ~ MIN N NO NTS oc PCC PLCS PVC PVMT RAD REINF RET s s = SD ss STD STL ST TC TG TS TW TYP STL ST UBC VERT w W/ ~ I ~~✓ ~ MINIMUM NORTH NUMBER OC[,4N '"'---~ ~' NOT TO SCALE ON CENTER or ON CURVE PORTLAND 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 AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY SBC (PACIFIC BELL) TELEPHONE 800-624-8153 800-611-1911 CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG CITY OF NEWPORT BEACH (UTILITIES DEPT.) COUNTY SANITATION DISTRICTS ADELPHIA CABLE UNDERGROUND SERVICE ALERT BIG CANYON COUNTRY CLUB 611 949-644-3011 714-962-2411 949-542-6222 800-422-4133 714-743-1902 CITY OF IRVINE U.C.I. PUBLIC WORKS DEPARTMENT GENERAL NOTES: 1. All work shall conform to the City of Newport Beach "Design Criteria, Stonda rd Special Provisions & Standard Drawings for Public Works Construction" 2004 Edition, ond 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 availoble 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 sewer stationing unless noted otherwise. 4. The Contractor shall request inspection from the Public Works and Utilities Deportements 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. 5. The Contractor shall verify all existing grades compared to propose grades prior to instollng sewers, manholes, cleanouts, forms or pouring concrete. If a descreponcy is apparent between field conditions and what is indicated on the plans, the Contractor shall contact the design engineer for resolution. 6. Dust shall be controlled by watering and/or dust palliative. 2005-2006 VAR OUS SEWER MPROVEMENTS 7. Sanitary focililies shall be maintained on the site during the construction period. 8. work hours are limited from 7: 00 am to 5: 00 pm Monday through Friday; 8: 00 om to 5: 00 pm Saturdays; and no work on Sundays and Holidays per section 10-28 of the NBMC. PREPARED BY: NCI FOR LOCATIONS IN Corona Del Mar, Peninsula Area, Back Bay Bluffs and Big Canyon APPROVED: VICINITY MAP NO SCALE Nolan Consuffing'!J/1 Inc: Lb9U1 Camino de lstrella, Suite U Capistrano Beach, California 92624 Ph: 949.240.7555 fo)c 949.240.0755 Pacific APPROVAL RECOMMENDED UTILITl[S DIRECTOR Ocean C-3562 R.C.E. 36106 R.C.E. 24976 . ' Upper Newport Bay DATE: DATE: ) I 2 APPROVAL RECOMMENDED g;.~~L TANS~& DEV. SERVICES MANAGER R.C.E. NO. 22045 SHEET INDEX: 0 Title Sheet ------------------~ 0 Poppy Ave @ Seoview / Orchid Ave @ E. Coast Hwy 0 Fernleof Ave @ 2nd Ave / Narcissus Ave @ 4th Ave 0 Jasmine & Iris Ave Alley (Coast Hwy lo 4th Ave) 0 Begonia @ 2nd Ave / Carnation @ 2nd Ave 0 Acocio Ave Alley (2nd Ave to 4th Ave) 0 " L <[ L 0 ::,; " Cl 0 C 0 L 0 0 0 2200 Boysid,a Dr / Garrett Drive ----------+ 0 Ocean Blvd @ L St / 6th St @ Balboo 0 8th St @ Bc,lboo Pion <§> B\h St @ Bolboo Profiles 0 " L <[ <3> 13th St @ E:alboo 0 J ~ C 0 35th S\ @ Elalboa / 19th St @ Balboa r "' a. ~ Fern St & Orange St @ W. Coast Hwy ~ Cypress Pt, Greenbrier Ln, & Augusta Ln ______ _,_ ~ Oakmont Ln, Braeburn Ln, & Pinehurst Ln ocalM\ ?l't,>1 A1,1,B'f f4"°.S-r' -1-o 30..,_ fl•( lfc...,.t-rf,. .-,....,) Gen; SA FeiF-li\ia; b'r '9' I Isle Pis. 1 0 " <{y Inverness Ln, Cherry Hills Ln, & Royal St George Rd : 0 ~ Rue Biarritz @ Hole No. 6 / Hole No. 5 Restroom C 0 >, 0 0 <iy Rue Grand Ducal @ Jamboree Road ~ Clubhouse Sewer .,-0.,_ Back Boy Bluff (63D' N/0 Visto Del Vela) & V Back Boy Bl1Jff (1050' W/0 East Bluff Dr) ~ Cliff Drive Sewer Extension ~ Superior Ave Sewer Improvement @ Ticonderoga St ~ Superior Ave Traffic Control Plan REVISIONS R[Vl[W[D DATE: 9. 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 moy be expected. 10. All sewer lines to be owned, operated and maintained by the City shall be video inspected ofter cleaning. air testing, and mondrilling. All video inspection shall be performed by the City Utilities Deportment. Any sewer line found to be installed incorrectly, defective, damaged, or otherwise compromised shall be repaired/replaced and reinspected, including air test. mandrill ond video, prior to acceptance. the Contractor shall pay the current rote established by the City for additional video inspections. 11. The Fire Deportment shall be notifed 48 hours in advance of all traffic lone closures. SEWER CONSTRUCTION NOTES: CD 0 @ 0 ® ® 0 ® ® @ ® @ Install Cured-in-Place Pipe Lining Within Existing Sewer (Pipe Size and Type Indicated in Profile) per Project Special Provisions. Furnish and Install 48" Dia Manhole per CNB Std-401-L. Locate Existing Sewer Laterals and Re-Establish Connection ta Main by Remote Cutting Device (Typ). Locate Existing Sewer Lateral and Install New 4" PVC (SDR 35) Sewer Lateral w/Cleonout per CNB Std-406-L. Furnish and Install 8" VCP Sewer. Bedding, Backfill and Trench Resurfacing per CNB Std 105-L-A and 105-L-B, Unless Indicated Otherwise on the Plan. Remove and Reconstruct 8" VCP Sewer. Bedding, Backfill and Trench Resurfacing per CNB Std 105-L-A and 105-L-B, Unless Indicated Otherwise on the Pion. Furnish and Install 12" VCP Sewer. Bedding. Backfill and Trench Resurfacing per CNB Std 105-L-A and 105-L-B, Unless Indicated Otherwise on the Plan. Reconstruct Pavement Section per CNB Std-105-L-B to the Limits Indicated on Pion. Pipeburst Existing 8" VCP Sewer. Furnish and Install Sewer Terminal Cleonout per CNB Sld-400-L. Remove ond Reconstruct Interfering Curb and Gutter and Sidewalk ond Replace per CNB Std-182-L and Std-180-L as Required to Match Existing. Furnish and Install Sewer Lateral Chimney Connection per CNB Std-408-L. DISPOSITION NOTES: [!J Protect In Place (As Indicated) [I] Remove and Reconstruct (Item as Indicated) [}] Remove and Dispose (Item as Indicated) [TI Abandon In Place (Item as Indicated) "AS BUil T'" These "As Built" plans were prepared from contractor supplied morkups following construction completion. The engineer of record mokes no warronty as to the accuracy of the contractor supplied doto and it is assumed oil data shown hereon hos been built as indicoted. C-3562 2005-2006 SEWER IMPROVEMENTS TITLE SHEET 02/28/06 DESIGNED BY: DRAWN BY: PROJECT NO Cl~vll En lneertng and Pro/ec~ Managernen* -.l.s-~':2..,!;;~::::;:c-==:::::::::'--__ 02/28/06 1-----1-----+---+----------------1--------1 K~ K~ CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5212-S ... NO. 52646 DATE DATE DATE CHECKED BY: DATE : K:'-1 11 /?R/05 SHEET 1 OF 24 m 0) 0 ~o -c---....:...J + I 0 ::,,c -r---N 0 81~ Exist Finished I 212 ---_~l~_rSurfac~--J .. ; ~ i1 I r -----::,cl -, I --- I I I I -------. --111 i'1 -------:IT I I I I I I 208 - 204 - 200- I I I ' 1 Exist Manhole I I I I I I I I I I I I I I I I I I I I I I I I I I r-------r----. I I I ---,----------I I ~(8"VCP S=D.005)!--~~,-------;;----~---_-_-_---1 I ~o W Q>o (8 VCP S~Q.005) ---~ •-~ . • ~ '> ""'01, 0 u' C',? -'? '-) ':J l-'< ')) @ Remove/Reconstruct 15± LF 8" VCP Sewer -e----------------- Orchid Ave Alley (Narcissus to Alley) LHL15_027 to MHL15_099 10./.00 11 ./.oo 12./.00 Narcissus Ave I 1n 10+00 ✓ L.HI 15_027 ... C-------- PCC Pv~t-0-I ~~-..... (/) 6 +I Lf) I I ] __l_::l=="vv ~-::1::1:1====s====l,--s~--_l --.,....._I __ '1 11 / ; ______ 10+70 14' MHL 15_099 ' I (fl Orchid Ave 12+20 MHL 15_098 °¾ r Ul Orchid Ave Alley (Narcissus to Alley) LHL15 027 to MHL15 099 -- -· \ 40 0 ~ (/) (fl Ul (/) Ul (/) (fl <.fl \ <fl 40 1~1 SCALE: -212 -208 -· -204 -200 s-- 80 I 1" = 40' I I ~ Cl) ·-> ftS Cl) u, I I I Ll__l I I 160 I I I 11& 52646 ,;; 1 * Exp. 12/31/06 */: ~4 ";,, C I V < '---'(j!i''Y ~:S!cP-0¼ 210- 206- 202- N m 0 81~ + ...J 0 :r: -::,,c ------------------u il I I I I I I I I 11 I I I I I I I Exist Finished ------__ :urface\ _______ _ --I ' ------------------ _____ -1 1------------- 198------ LJ --------- 10+00 Poppy Ave Alley (Seaview to Alley) MHL15 092 to MHL15 0931 -- 11 +00 12+00 '¾ ITl I I') m 0 I m Lf) I') -+ ...J r') I I -:s, _J__J_ ~ I s I ' S,1--Slr-__ l ~I ---"--T----"-r---1 ~I~ s ! s-- Poppy Ave I I I I Poppy Ave Alley (Seaview to Alley) MHL15 092 to MHL15 093 -- PREPARED BY : I N C I ::a~a;;m~::~:~!i~~fJit:~c 7 I I J I I REVISIONS NO. DATE BY Ii\ 06/2007 KN "As Built" • Ul (J) - (J) I "\ % I --,--_, I ----I I --- / I I I I I I I I I i I I I I I -------, I -------t7 ~ ,, '" -1--l vi"' o,· ..,_Qi I...: -210 -206 -202 -198 ""AS BUILT"" These "As Built" plans were prepared from contractor supplied markups following construction completion. The engineer of record mo kes no warranty as to the accuracy of the contractor supplied data and it is assumed all data shown hereon has been built as indicated. 13+00 14+00 PROFILE SCALE Horz: 1 "=40' SEWER CONSTRUCTION NOTES: 0 0 Install Cured-in-Place Pipe Lining Within Existing Sewer (Pipe Size and Twe Indicated in Profile) per Project Special Provisions. Furnish and Install 48" Dia Manhole per CNB Std-401-L. Locate Existing Sewer Laterals and Re-Establish Connection to Main by Remote Cutting Device (Typ). Locate Existing Sewer Lateral and Install New 4" PVC (SDR 35) Sewer Lateral w/Cleanout per CNB Std-406-L . Furnish and Install 8" VCP Sewer. Bedding, Backfill and Trench Resurfacing per CNB Std 105-L-A and 105-L-B, Unless Indicated Otherwise on the Plan. Remove and Reconstruct 8" VCP Sewer. Bedding, Backfill and Trench Resurfacing per CNB Std 105-L-A and 105-L-B, Unless Indicated Otherwise on the Plan. Furnish and Install 12" VCP Sewer. Bedding, Backfill and Trench Resurfacing per CNB Std 105-L-A and 105-L-B, Unless Indicated Otherwise on the Plan. Reconstruct Pavement Section per CNB Std-105-L-B to the Limits Indicated on Pion. Pipeburst Existing 8" VCP Sewer. Furnish and Install Sewer Terminal Cleanout per CNB Std-400-L. Remove and Reconstruct Interfering Curb and Gutter and Sidewalk and Replace per CNB Std-182-L and Std-180-L as Required to Match Existing. Furnish and Install Sewer Lateral Chimney Connection per CNB Std-408-L. DISPOSITION NOTES: [D Protect In Place (As Indicated) [}] Remove and Reconstruct (Item as Indicated) 12] Remove and Dispose (Item as Indicated) 8J Abandon In Place (Item as Indicated) Vert: 1 "=4' C-3562 APPROVED ~--J-.. Corona Del Mar Sewer Improvements APPROVED DATE: 02/28/06 DESIGNED BY: DRAWN BY: Poppy Ave @ Seaview Orchid Ave @ E. Coast Hwy PLAN AND PROFILE PROJECT NO. Capistrano Beach, California 92624 Ph: 949.240.7555 fax: 949.240.0755 Civil Engineering and Project Managenient l---+-----1--+--------------+------I KN KN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5212-S 1---+----i--+---------------+------1CHECKED BY: DATE : KN 09/2JOS SHEET 2 OF 24 0 r--- 0 N I <D 00 +-:j __ nI -:a 202- 198---= __ ~ l Exist Finished Surface~------------'------------t- 194- 111 I I I I I I I I __ -I r - --------t -I 190--------- 10+00 s - (S" VCP s~0.006) Install 362' CIPP Lining in Existing 8" Sewer Fernleaf Ave Alley (2nd Ave to Alley) MHL28_069 to MHL28_070 11 +00 12+00 Ai ,,,._.~ ...... _ CD@ 13+00 i I I I I I I I I I -------1 I I >------~--~-~--~--~---~---'---~-+-------'----~--L-----,L--.,~r -;,:_i:Cc _,._---c;---?t'sc'~ -:'.".:.:~~·~";;, -~L '°" • -,.:_ '.( Fernleaf Ave Alley (2nd Ave to Alley) MHL28_069 to MHL28_070 f l 40 0 ~ 6 r---0 N 1-<D co +N n __J I ::. 40 I SCALE: 1" = -202 -198 -194 -190 14+00 - S--.l--- <D 0 I oo ON + __J oI -::. 80 160 l ___ ~I 40' I S - 232- / 13+30 LHL20 010 / ,✓ Install 48" Dia / / Manhole -232 Exist Finished .,..,---__,.,, 228- V <O 0 Surface~,,_,,,✓"",-, -228 224- 2 2 0--------- 21n-6- 212- o I 00 + '.::J oiI -::,. -----c ,- 1 I I I I I I I I I I I I I I 10+00 11 +00 ,\'. .. -. ,, -'~ti ; _ _..., i--.. ~r-·' • ): s -,L---s ---s 'fT , s I Exist ic Lamp Hole~ , I I ~ ,jg • ',, J ~· __1__Lt-[J Narcissus Ave Narcissus Ave Alley (4th Ave to 5th Ave) MHL20_064 to LHL20_010 PREPARED BY : i ' ' I ,/ -224 -220 -216 -212 Narcissus Ave (4th Ave to 5th Ave) MHL20_064 to LHL20_010 {/) 2 i 0 0 l o I n D ·i + '.::J • {/) nI -__J • {/) V) V) {/) 12+00 a, ~ .c .. u, l-~ 13+00 14+00 "AS BUILT" These "As Built" plans were prepared from contractor supplied markups fallowing 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 hos been built as indicated. PROFILE SCALE Horz: Vert: 1 "=40' 1 "=4' SEWER CONSTRUCTION NOTES: CD 0 ® ® @ @ @ Install Cured-in-Place Pipe Lining Within Existing Sewer (Pipe Size and Type Indicated in Profile) per Project Special Provisions. Furnish and Install 48" Dia Manhole per CNB Std-401-L. Locate Existing Sewer Laterals and Re-Establish Connection to Main by Remote Cutting Device (Typ). Locate Existing Sewer Lateral and Install New 4" PVC (SOR 35) Sewer Lateral w/Cleanaut per CNB Std-406-L. Furnish and Install 8" VCP Sewer. Bedding, Backfill and Trench Resurfacing per CNB Std 105-L-A and 105-L-B, Unless Indicated Otherwise on the Pion. Remove and Reconstruct 8" VCP Sewer. Bedding, Backfill and Trench Resurfacing per CNB Std 105-L-A and 105-L-B, Unless Indicated Otherwise on the Plan. Furnish and Install 12" VCP Sewer_ Bedding, Backfill and Trench Resurfacing per CNB Std 105-L-A and 105-L-B, Unless Indicated Otherwise on the Plan. Reconstruct Pavement Section per CNB Std-105-L-B to the Limits Indicated on Pion. Pipeburst Existing 8" VCP Sewer . Furnish and Install Sewer Terminal Cleanout per CNB Std-400-L. Remove and Reconstruct Interfering Curb and Gutter and Sidewalk and Replace per CNB Std-182-L and Std-180-L as Required to Match Existing. Furnish and Install Sewer Lateral Chimney Connection per CNB Std-408-L. DISPOSITION NOTES: OJ Protect In Place (As Indicated) [}] Remove and Reconstruct (Item as Indicated) [}] Remove and Dispose (Item as Indicated) [TI Abandon In Place (Item as Indicated) C-3562 REVISIONS APPROVED ---= ~:=;i-'..!:'~~ 0( <'-,.<i' ,.__N~O---+. _D_A_T_E__,_B_Y--+--------------+A_P_P_R_O_V_E--<D ~ . .J "'" - Corona Del Mar Sewer Improvements Fernleaf Ave @ 2nd Ave & Narcissus Ave @ 4th Ave N C I Nolan Consulting, Inc 26901 Camino de Estrella, Suite D Capistrano Beach, California 92624 Ph: 949.24D.7555 fox: 949.240.D755 Civil Engineering and Project Management 06 2007 KN "As Built" ~ DATE: 02/28/06 DESIGNED BY: DRAWN BY: l-----l---+---+------------------+------1 KN KN ,-----1---+--+-----------------+---------1CHECKED BY: DATE: KN 09/?00o PLAN AND PROFILE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PROJECT NO. S-5212-S SHEET 3 OF 24 I ' • • .... --f ' ------1 I -+- - ----------1----1---+--+--~1---1----+-+--+--+---+f----t '---r J -- I -+---+~"I---+---+-+---+--+----+----+- ~ I 0 0) D 1°1 0 N _J 1':::i --+-+---t-+-+--+-t-+-~~:::.c--+-+--+-t-+--+---t-+-+--+---+--+---t-+-+---+-+---+--+---t--+---+---+--+--~----±~----""' II . - --il--- 11 I . ' -----II a-+--+--+ ----_j T : +--+---+-1----~-i -------- -------------J 0 ' 0 'o I ' 0 ! CON ! + _J --;-f'IT -:E ' ~ ::, 0 □ci ,_,., N + _J -.....-= ::, 5 -·L---·-----+--+---+-+1----+---+--+--+---+-+--+---+--I 11 +--+--+-I-+--------+---- .J -· ·-----1---1----1---I-A..J-..,_cj,~--l---l---l----t ... -+ _,_i _f---1----1------------+-+--o'-+-+--t-+--+---tt-°=CCF~----~~-~---t-r-+--+--t-t----+-r-+--+--t-t--t---+-f--+--t-t--t--t _ _1,~-+--+------+-------+---+-+--+--,, I _j 1 1 - -_Lr _1 ~ r· I I ·······-·-----··-:·--l-f----t:-·-f 1-----CCC" 1-rr~n ---: 11 1----11 ---+i-i -1--, , r I ! I I I.. 11 ! . -1---1--+---+---+---+--+ -----· I + -_-_ -l ---1 --l-T . i_ : --+--!-_I _ L_, I +---t· _LIi II . ----i, --· ----~ ~ ---I I I ' + ! I I I 11 I ' I I I I Existimg Chimnws. I ! ' I. : I I ----i-----' +~· -"--I I I I I I I I I I I I I I I I I _I ----! :---+----+-+--+--+-+----+---+-+--+ I I I I I I , I ,-------------1----·--· +--+--+--+--+---+---+-+--+---: +-J . . ---, ! I - : j : : -~ -1--1 ---' ----I ~ - +H==cJ=~=t--+-C+r-+~---,c=-±c' ~--+--+-·-+~'-"fiistrmTTit'r--+--t--+_.-j-f---+--t 0 -----------_J__ 0 I ----0 I I I l , L --- -, -T7 --+--+---+-+--c-, --+--+--+---l-,---·~-~-:=-t-=~~cs- .--+---+-t--+---t----+---+---+-t---t-n--t---+--+-----+---+---t-+--+---+-t--+---, c-+---f-+--+--+-t-+--+--+--+---+-+-'4--+-f---+--++I H II II Jl ~-l--F~~l+~-------;c· ~-+-~1=l~-~---- - - - -I -----= I ~---"-1 1-------+---+-+H---=a~--+---+-1-+f -+------j----+----+-+--+--+---+-+--+---+--1-+ Ir--+--+--+----+--+--+---+-----i- 1 ,7----- 7 S=0.0 7 ) 1___ , I • I I I I I I I I ·Q 0 ,---,--o·----+-+---f-+------+-----+--i-- 86 812 a--+--+--f-I ns all ---+--+-+-----I----+-------- 34 C ·~- ' I ' 0 +--+--+-+--+--+- ln~tali 2()4 1n txist 8" I ---- - ----+--+--+-1---1----1---+-+----+-t-- Install 8 LF CIPP 1 Li in in E~ist 8" VC Sewer i : -----c--+--+--+-+----t----t-----+-t----+-- Lini~g ' ' VCP Seweri , I A!l•/Y ~E. • ~ to-41:h~,.,_-+-+-+-+----t- MMLaO~O 7 ,to: MIH~20_011 : I I ·e--+---1-+----+-+--+--+-1-+----+-+--+---f---+---+-+----+-f-+--+---+--+-+--+----+---+-+-----+-+--+--,· ---_ ____[_ __ ~_ ------ I I 6+00 7+00 8+00 DISPOSITION NOTES: DJ Protect In Place (As Indicated) [}] Remove and Reconstruct (Item as Indicated) l}J Remove and Dispose (Item as Indicated) [I] Abandon In Place (Item as Indicated) 9+00 --. : ' ...,J.J 40 0 40 ~ --I SCALE: 10+00 I I 80 ! 1" = 40' 11 +00 160 I 12+00 13+00 PREPARED BY : N C I Nolan Co,,.uHin•, Inc 26901 Camino de Estrella, Suite D Capistrano Beach, California 92624 Ph: 949.240.7555 fox: 949.240.0755 Civil Engl _ _,,,,, and Projeot M._gement L 14+00 NO. DATE BY 1 06 2007 KN -------------------+--+--t--t----t-~-------, 15+00 REVISIONS "As Built" .... ---.. -· Lj__j___:. _____ _J__+-.l-j__j-1""""""""""""'""""""""""""'~~""""""""' ...... """" ...... ~1-----l--'--1 16+00 •it~ ,·f -• r!r ,,~· APPROVED he e ,As 17+00 PROFILE SCALE Horz: Vert: 1 "=40' 1 "=4' SEWER CONSTRUCTION NOTES: (i) ® 0 © ® © 0 ® ® @ @ @ APPROVED Install Cured-in-Place Pipe Lining Within Existing Sewer (Pipe Size and Type Indicated in Profile) per Project Special Provisions. Furnish and Install 48" Dia Manhole per CNS Std-401-L. Locate Existing Sewer Laterals and Re-Establish Connection to Main by Remote Cutting Device (Typ). Locate Existing Sewer Lateral and Install New 4" PVC (SDR 35) Sewer Lateral w/Cleanaut per CNB Std-406-L. Furnish and Install 8" VCP Sewer. Bedding, Backfill and Trench Resurfacing per CNS Std 105-L-A and 105-L-B, Unless Indicated Otherwise on the Plan. Remove and Reconstruct 8" VCP Sewer. Bedding, Backfill and Trench Resurfacing per CNB Std 105-L-A and 105-L-B, Unless Indicated Otherwise on the Plan. Furnish and Install 12" VCP Sewer. Bedding, Backfill and Trench Resurfacing per CNB Std 105-L-A and 105-L-B, Unless lndic<ited Otherwise on the Plan. Reconstruct Pavement Section per CNB Std-105-L-B to the Limits Indicated on Plan. Pipeburst Existing 8" VCP Sewer. Furnish and Install Sewer Terminal Cleanout per CNB Std-400-L. Remove and Reconstruct Interfering Curb and Gutter and Sidewalk and Replace per CNB Std-182-L and Std-180-L as Required to Match Existing. Furnish and Install Sewer Lateral Chimney Connection per CNS Std-408-L. C-3562 ~.,J ... _ Corona Del Mar Sewer Improvements Jasmine & Iris Ave Alley E. Coast to 4th Ave DATE: 02/28/06 PLAN AND PROFILE DESIGNED BY: DRAWN BY, PROJECT NO. 1----1-----,f------1--------------;-------1 KN KN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5212-S 1--t----+--+---------------+------JCHECKED BY: DATE : KN 09/2005 SHEET 4 OF 24 • I ' s 188- 184- 180- 176- Ul " 0 o I 0~ + __J OII -::;; ------111-- I I I I I I I I I I I I --I ( __ -- I I I I I I I I -..j I --H LJ 10+00 Exist Finished Surface) __ --- Install 390 LF GIPP Lining in Exist 8" VCP Sewer Begonia Ave Alley (1st Ave to 2nd Ave) MHL28 045 to MHL28_046 11 +00 12+00 _,., .,.,t ~--~---~---~------~--~~ -~---~---~--~--~ Ul " 0 I o ro ON + __J oI -:::, . ~",}"" ... gonia Ave .., ... - -•-.:';i,11!1., .-, . . ' 11'"-:--.J; • ·:r •t ' ·fl' # I"-, ~ ' ~ -! ' i. ' I -., ..... t ' ., .,, 'r ,! • I -r':: ... ,-' • C '' ' --,-L------_l_----~ I Begonia Ave Alley (1st Ave to 2nd Ave) MHL28 045 to MHL28 046 l l 40 0 ~ 40 I SCALE: 1" = 13+00 80 I 40' ,..,"'"'.w 'c· 'i ' ,-, ••. ·- ,:~ ~;{': '. -y- t·. f; "'/- -192 111 -188 'I' I I I I _-I I -184 -180 14+00 .,.,,,, "' t lJ) ·, 160 "" S: I I \~ Exp. 12/31/061)* ~ CiV\\. ,/" OF CA\..\~~ ~~ • 176- 172- 168- 164- • s (D Ul 0 I D OC) ON + __J S'I~ I I I I I I -..j 10+00 1 'j ,., 12+96 MHL28 058 Exist ~:~~~~~1 i / / ~. // / ' /' / ' ' ' / ' D 0 + N "> I- -188 -184 -180 -176 Install 296 LF CIPP Lining in Exist 8" VCP Sewer (Portion 8" CIP) "AS BUILT" Carnation Ave Alley (1st Ave to 2nd Ave) MHL28 056 to MHL28_058 11 +00 12+00 13+00 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. PROFILE SCALE Horz: Vert: 1 "=40' 1 "=4' SEWER CONSTRUCTION NOTES: • (/) t ro Ul 0 w ,r} cr, N -""+ ..J fN I t-:::, ,,._"".'r~~ .. ~,;,, "· , .. - ,:J. CD 0 Install Cured-in-Place Pipe Lining Within Existing Sewer (Pipe Size and Type Indicated in Profile) per Project Special Provisions. Furnish and Install 48" Dia Manhole per CNB Std-401-L. Locate Existing Sewer Laterals and Re-Establish Connection to Main by Remote Cutting Device (Typ). Locate Existing Sewer Lateral and Install New 4" PVC (SOR 35) Sewer Lateral w/Cleanout per CNB Std-406-L Furnish and Install 8" VCP Sewer. Bedding, Backfill and Trench Resurfacing per CNB Std 105-L-A and 105-L-B, Unless Indicated Otherwise on the Pion. Remove and Reconstruct 8" VCP Sewer. Bedding, Backfill and Trench Resurfacing per CNB Sid 105-L-A and 105-L-B, Unless Indicated Otherwise on the Plan. Furnish and Install 12" VCP Sewer. Bedding, Backfill and Trench Resurfacing per CNB Std 105-L-A and 105-L-B, Unless Indicated Otherwise on the Pion. Reconstruct Pavement Section per CNB Std-105-L-B to the Limits Indicated on Pion . Pipeburst Existing 8" VCP Sewer. Furnish and Install Sewer Terminal Cleonout per CNB Std-400-L. s +--~....1,.,_ __ r-..... -----.,.... ...... -'l""'l'" ..... "-----...i..r--+---..i...-~-s r---Remove and Reconstruct Interfering Curb and Gutter and Sidewalk and Replace per CNB Std-182-L and Std-180-L os Required to Match Existing. PREPARED BY: Carnation Ave Alley (1st Ave to 2nd Ave) MHL28_056 to MHL28_058 NO. DATE BY N C I ~:~a;;m~::~:~!i!~fJt:i;c 06 2007 KN REVISIONS APPROVED "As Built" Furnish and Install Sewer Lateral Chimney Connection per CNB Std-408-L. DISPOSITION NOTES: OJ Protect In Place (As Indicated) [}] Remove and Reconstruct (Item as Indicated) [I] Remove and Dispose (Item os Indicated) 0 Abandon In Place (Item as Indicated) C-3562 APPROVED Corona Del Mar Sewer Improvements 74)-l ~ DATE: 02/28/06 DESIGNED BY: DRAWN BY: Begonia Ave @ 2nd Ave & Carnation Ave @ 2nd Ave PLAN AND PROFILE PROJECT NO. Capistrano Beach, California 92624 Ph: 949,240.7555 fox: 949.240.0755 Civil Engin-ring and Project Management l--t---+---+----------------+------1 KN KN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5212-S >--t---+---+----------------+----_,CHECKED BY: DATE : KN 09/2005 SHEET 5 OF 24 ! s ~ 182--=--- J -:--~ j ' ...,_<"-.\ ; ,-.P I ''Ii;-,,-I f' I I I t') t') + ---a - ;30!:. ,----f--+---i 6 10+00 if !ii!' ~ ' ' ' i • ' ' ' !A{a~i, 4vEr @/ 2nd A~e, MHll28 038tb MHL28! 037 , , ·-, ! I ! 11 +DO I ' ;, l _. '$ -t: ,,.. i::; ,._ ' , 11'.· _-_· __ / ····? ~------'---~--'------'-------' <fl if·;_ ~ i' '\--· ·"'.t ' ' s ;---- 12+00 0 0 + t') 12· 6 1-------<----l fj + re) 4' 6 1-----l 7' 6 ,_ _ _, t') + st 9' 6 1-----l Acacia Ave {2nd Ave to 3rd Ave) MHL28 037 to MHL28_040 13+00 14+00 t· tr ~ • 1 ;t ! ! , L___i --'----1 ~r-------'-1 ___er_•------'---f ___L__r --'------r;, ---'--'--1; ---'-------'r Alley s s s s ~Sl-r----t.,--➔,~ s .,,, ~ "--~-- ¼· , t s j r ~-,. ,.I ' ''"'"'", --~,. 0 ' 0 ,, + "I ' l ,. ·t • • -st-0 + lf) " ,, '\ ;j_s;,,.,,,_ , I ~ . ,, .... ;~r-,· ,"'-;,..i"~· .- -"'~ ' DISPOSITION NOTES: OJ Protect In Place (As Indicated) [}] Remove and Reconstruct (Item as Indicated) [}] Remove and Dispose (Item as Indicated) 0 Abandon In Place (Item as Indicated) I t') ~-j~ 4' --- ' 7' 40 0 40 80 160 ~ _I l ___ ~I SCALE: 1"= 40' ' ' -----= ~ ,t o + lf) 8' 61---1 15+00 PREPARED BY : 0 st 0 c--I lf) CX) + '.:j lf) r -::e 16+00 N C I Nolan Consulting, Inc 26901 Camino de Estrella, Suite D Capistrano Beach, California 92624 Ph: 949.74D.7555 fax: 949.240.0755 Civil Engineering and Project Manage,nent ----I ---- , i , ; I : .Acacia--Ave-(~rd!-A,ve1to-4jthAfe)-- MHL28 040 t'o MHL28 041: -I .,..- 17+00 18+00 ,('-¼ :;'~ ',;. ~' .,, q•~lf" ' i\. tit. l :.oi! . ,- NO. DATE 1 06 2007 ' }t PCC .PV!ht Alley ~:i 1 o' REVISIONS BY KN "As Built" 19+00 .. ' APPROVED ,t 01 " 00 ~ ~ "' I :;re is-~ -198 -194 -190 -186 ----------------- ' ! , I , i __ _i_~_[ ___ ,ac=~;=•~•~=J=_ ~fB~U=_~tL~[T=_ -•=r~-~-~=-=11 I I ' I ! I ' ' I I ---,-- _ _ ____ ThesL,'As :_S_uilt" pldns_ wer_e __ pr!]pared frqm _ I c:ontrador I supplied imarkups ifollpwing - -i constru.ctidn i:omple~ion. 'The engineer of rece>rd makes• no warranty as to the ' acc~racy 61 lhe coiitrac\or supplied data and it is o~surneq all dbta shpwn hereon has been built. as, indicdted. I ! PROFILE SCALE Herz: Vert: 1 "=40' 1 "=4' SEWER CONSTRUCTION NOTES: 0 0 Install Cured-in-Place Pipe Lining Within Existing Sewer (Pipe Size and Type Indicated in Profile) per Project Special Provisions. Furnish and Install 48" Dia Manhole per CNB Std-401-L. Locate Existing Sewer Laterals and Re-Establish Connection to Main by Remote Cutting Device (Typ). Locate Existing Sewer Lateral and Install New 4" PVC (SDR 35) Sewer Lateral w/Cleonout per CNB Std-406-L. Furnish and Install 8" VCP Sewer. Bedding, Backfill and Trench Resurfacing per CNB Std 1D5-L-A and 105-L-B, Unless Indicated Otherwise on the Plan. Remove and Reconstruct 8" VCP Sewer. Bedding, Backfill and Trench Resurfacing per CNB Std 105-L-A and 105-L-B, Unless Indicated Otherwise on the Pion. Furnish and Install 12" VCP Sewer. Bedding, Backfill and Trench Resurfacing per CNB Std 1 D5-L-A and 105-L-B. Unless Indicated Otherwise on the Pion. Reconstruct Pavement Section per CNB Std-105-L-B to the Limits Indicated on Plan. Pipeburst Existing 8" VCP Sewer. Furnish and Install Sewer Terminal Cleanout per CNB Std-4D0-L. Remove and Reconstruct Interfering Curb and Gutter and Sidewalk and Replace per CNB Std-182-L and Std-18D-L as Required to Match Existing. Furnish and Install Sewer Lateral Chimney Connection per CNB Std-408-L. C-3562 APPROVCD Corona Del Mar Sewer Improvements 7-Ucf.-4 w ~ DATE: 02/28/06 DESIGNED BYc DRAWN BYc KN KN Acacia Ave Alley 2nd Ave to 4th Ave PLAN AND PROFILE PROJECT NO. S-5212-S l---+-----t--+-----------------+-------1CHECKED BYc DATE c KN 09/JUU'.J CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 6 OF 24 44 36 I 28 2p ,- 12 ~ I -:- ' ' - o+oo T I 7-- 1 I , _I_ - 2200 Bayside Drive West · --MHL---2B=()Ot-to-MHt-28=_-G02 11 +DO -------------------- 12+00 ,,. J .,., -... # ' 2200 Bayside Drive West MHL28_001 to MHL28_002 40 0 ~ _J --(1o"VCP) L'<f ':'o 13+00 ... s ;. . ,-t'--., ~ ---~ -:-,------44 -36 -20 ·-12 -4 s 40 80 160 _I l __ ~I SCALE: 1"= 40' 199- 1-91- 183- 175-, -1-67·~ Appro·~ Finished N st 0 "' I --r---0 +[j ...-----JI -:::, g-;=+· -/ / I I• II I_J -/ SJ~ -/ -__, __, ----_, ------------;:: ;::-:: ;:: ;::-:: ;:: :-1 ' _,,. _.,,,. _,,-- ----/---- / / ----'-. =------1 .,,,._:-.,,.()cf~> _____ II[ __...-;:_,,,,s~· --· '1· l -------::~ ::;; -.c" I _,,--/ I 1-.--:; ;:,~-/ -j - .-".:--:,_ I ' {p > -----:-/ LJ. ·6i ./ /, "";) . ·----- ' ' I ' ------- '-------1 I I -, ------·----- ----- r--:------ t-1~1 ! I I ' ' -: -183 I I ! -, -175 -. -167 ------------- -----------------, -,------ .. i --,----1 • Garre~l-Drive-(Cameo H1gh~ni:JsJ -······----- • • MFIC1lJ-=o-1-Zl:o •HL10_0114 • ---- ' ·• ~ •., ·~ .. • ' • ' ',::.-~ , t,..i,s ff:,J 10+00 11 +00 (fJ ~ s i ' ' I ! ; • ! - -! ;,· --I I , ,J 1 i I ' I i I ~----:-,-~-~-------·· Th<;se .· A1 B~dt, plpn,; w,re prepo'led, fro,m •• -,contractor s~pplied1 mark~ps followmg 1 1 constrpctipn I co+,pl¢tior,. i The tjngir,ee!r of ,rec?rdi m?ke;:> np Vfortjont~ os t!o tihe ; j ---••• ~-1~-~i .....• 12+00 ------• 1acqurt1cy 1of 1th~ c<inlroclpr supplie~ ~alq a~d 1it is qss~me~ OIi <1otq s~own hereon I ho$ : been IDuil! as iridicoleo. ' i ! ' : I : ' : : ' ' ' ' ' 13+00 PROFILE SCALE DOUBLE VERTICAL SCALE SEWER CONSTRUCTION NOTES: CD ® 0 0 0 Install Cured-in-Place Pipe Lining Within Existing Sewer (Pipe Size and Type Indicated in Profile) per Project Special Provisions. Furnish and Install 4B" Dia Manhole per CNB Std-401-L. Locate Existing Sewer Laterals and Re-Establish Connection to Main by Remote Cutting Device (Typ). Locate Existing Sewer Lateral and Install New 4" PVC (SDR 35) Sewer Lateral w/Cleonoul per CNB Std-406-L. Furnish and Install 8" VCP Sewer. Bedding, Backfill and Trench Resurfacing per CNB Std 105-L-A and 105-L-B, Unless Indicated Otherwise on the Pion . Remove and Reconstruct 8" VCP Sewer. Bedding, Backfill and Trench Resurfacing per CNB Std 105-L-A and 105-L-B, Unless Indicated Otherwise on the Pion. Furnish ond Install 12" VCP Sewer. Bedding, Backfill and Trench Resurfacing per CNB Std 105-L-A and 105-L-B, Unless Indicated Otherwise on the Pion. Reconstruct Pavement Section per CNB Std-105-L-B to the Limits Indicated on Pion. Pipeburst Existing 8" VCP Sewer. Furnish and Install Sewer Terminal Cleonoul per CNB Std-400-L. Remove and Reconstruct Interfering Curb and Gutter and Sidewalk and Replace per CNB Std-1 B2-L and Std-180-L as Required lo Maleh Existing. Furnish and Install Sewer Lateral Chimney Connection per CNB Std-408-L. Horz: Vert: 1 ff=40' 1 ff=4' Garrett Drive (Cameo Highlands} MHL10 012 to MHL10_014 DISPOSITION NOTES: [2J Protect In Piece (As I ndicoted) PREPARED BY : N C I Nolan Consul'fing, Inc 26901 Camino de Estrello, Suite D Capistrano Beach, California 92624 Ph: 949.240.7555 fax: 949.240.0755 Civil Engineering and Project Management REVISIONS NO. DATE BY 06 2007 KN "As Built" @ Remove and Reconstruct (Item os Indicated) [}] Remove and Dispose (Item as Indicated) 0 Abandon In Place (Item as Indicated) APPROVED APPROVED " DATE: 02/28/06 DESIGNED BY: DRAWN BY: C-3562 Corona Del Mar Sewer Improvements 2200 Bayside Drive Garrett Drive PLAN AND PROFILE PROJECT NO. 1---+------f---+--------------+-------l KN KN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5212-S 1------t---+--+-----------------+-------tCHECKED BY: DATE : KN 11 /2005 SHEET 7 OF 24 12 4 0 ------- ---------- - -,-- I ' I __ , ___ I __ _i_ ~ I ___ i __ _ i - J - i I 1- I _:_j "' t- -------- &tll •tr~et Alley @ Balboa Blvd 1 !V!HR11 001 to MHR11 -, ------------------- - ------------- 10+00 11 +00 , I -- ' -12 -i- ! -8 -4 -0 12+00 ! s~~ ·-__ .-.~-~- " • ' -~ ~ ; , ··~ ------------------------------6th Street Alley @ Balboa Blvd MHR11_001 to MHR11 40 0 40 ~ _I ----------------,------------------J_ -' I ' ----'-- --------- "! ,J,··.., "'-jr-. -A.,.-,:.o_ _, - 80 160 I __ ____JI SCALE: 1" = 40' : _____ ---- '------ i __ ---- 1· ---' ------ -, ----, --~-----______ I-------.----- __ I _____ ------ 12 --- : co 0 I 00 ON + tr o 1 r -2 --------,-.----------,, -8 r r H I II I I I I I I 4 -----------j f----' ,------ -.,__ ·---t--- --------t 0 ----1 - ' ' ' ·-1-·--- ' -----,--- I , I -----,-- ----: --------I ' --- ---------,----+--i --, I ' ' , I I ------+---+-----,-!-- -------+--+-- ,--,-- Exist Finished ' IN ----,----- i ,18-- 1 1 ml i ' ' ' ' +'N ' 'Surface\_ --- i (',Jc,I --1 2 'tr ' --I: -~II' ____ --,----------,-------=--;-' ----i ___ -----, ' I i I I ' II I I ' -------'-S ------------111: :-- 1 : ---,-----~-'---__ l __ _l ___ -J-1---------_-__ ---7 c::_-~--=-; -4 --(B-;;f, VOP S=0.002) , ------T-I ,,, --,--1 -.-t i .. ---.------ ln~tall 392 LF CIF)P ~inirg in ~xi~! f-GP'-S~wefr--1 --1--- I I I-+--I ----r·-----I I , -- - ---------1·----- ' : 1 _ Oc•a!'I i!ll'fd @ t t 1--:--==N11-1R21o_oij1 ~o MIH11t2p_9&~ -' i I I I I --_c___l_ ' ----------------, -----+--,------, --• ----1--·T -- ... • ....•.. ' .. ii··'- -i .., <5' -0 i - These "As Built" plans were pr~Ji>or_ed f_r:orh_ contractor supplied markups following ! ! --constraction--completion, ThJ-e~gineeri--of! record make~ no wornrnty a~ td the i i __ accuracy of the contractor sup~lied d,pto on~ it is assumed all dolo showrl hereon ~as --,-- been built as indicated. ! I ! I_ -i ... -----------➔-""'"--+--+-,..., --------- 10+00 11 +00 12+00 13+00 14+00 PROFILE SCALE Ocean Blvd @ L Street MHR20_061 to MHR20_062 PREPARED BY : N C I Nolan Consulting, Inc 26901 Camino de Estrellc, Suite D Capistrano Beach, California 92624 Ph: 949.240.7555 fax: 949,240.0755 Civil Engineering and Project Management REVISIONS NO. DATE BY 06 2007 KN "As Built" SEWER CONSTRUCTION NOTES: 0 0 Install Cured-in-Place Pipe Lining Within Existing Sewer (Pipe Size and Type Indicated in Profile) per Pra ject Special Provisions. Furnish and Install 48" Dia Manhole per CNB Sld-401-L. Locale Existing Sewer Laterals and Re-Establish Connection to Main by Remote Cutting Device (Typ). Locate Existing Sewer Lateral and Install New 4" PVC (SOR 35) Sewer Lateral w/Cleanout per CNB Sld-406-L. Furnish and Install a• VCP Sewer. Bedding, Backfill and Trench Resurfacing per CNB Std 105-L-A and 105-L-B, Unless Indicated Otherwise on the Plan. Remove and Reconstruct 8" VCP Sewer. Bedding, Backfill and Trench Resurfacing per CNB Std 105-L-A and 105-L-B, Unless Indicated Otherwise on the Plan. Furnish and Install 12" VCP Sewer. Bedding, Backfill and Trench Resurfacing per CNB Std 105-L-A ond 105-L-8, Unless Indicated Otherwise on the Pion. Reconstruct Pavement Section per CNB Std-105-L-B lo the Limits Indicated on Pion. Pipeburst Existing B" VCP Sewer. Furnish and Install Sewer Terminal Cleanout per CNB Std-400-L. Remove and Reconstruct Interfering Curb and Gutter and Sidewalk and Replace per CNB Std-182-L and Std-180-L as Required ta Match Existing. Furnish ond Install Sewer Lateral Chimney Connection per CNB Std-408-L. DISPOSITION NOTES: OJ Protect In Place (As Indicated) m Remove and Reconstruct (Item as Indicated) [II Remove and Dispose (Item as Indicated) 0 Abandon In Place (Item as Indicated) Horz: Vert: 1 "=40' 1 "=4' C-3562 APPROVED r&J.J Peninsula Sewer Improvements APPROVED ... DATE: 02/2B/06 DESIGNED BY: DRAWN BY: Ocean Blvd @ L Street Balboa Blvd @ 6th Street PLAN AND PROFILE PROJECT NO. l-----l----1---1-----------------1------1 KN KN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5212-S l--l----+---+----------------1-------ICHECKED BY: KN DATE 09/7005 SHEET B OF 24 1 . •'11~,j.,,,(c - s ----------. s ' ':l·,. '~ • ,----11 Q) ' .. 1( ., • ~,~,., ,, ~ ' I 20 0 20 ~ _I SCALE: 1" = I • ist U ilities; Wate 1'ele, E ec, Cable, (Typic I) I .~r~: , , 1 El~/ ,">CC,.'," st __ "· ,--" , -f,' - "AS BUILT" These "As Built" plans were prepared from contractor supplied markups fallowing construction completion. The engineer of record makes no warranty as ta the ts,..., t accuracy of the contractor supplied date and it is assumed all data shown hereon hos been built cs indicated. 40 80 l ___ ~I 20 • - ... rf .', 3 Exist Cle□nout ---- ii--~'--'il"-;.1,~• -.-~ _-,, '-}-"i,,,-50 i DISPOSITION NOTES: DJ Protect In Place (As Indicated) [I} Remove and Reconstruct (Item as Indicated) [I} Remove and Dispose (Item as Indicated) [±] Abandon In Place (Item as Indicated) PREPARED BY : N C I ~:~•~m~;:~:~:!~f;t:~c Capistrano Beach, California 92624 Ph: 949.240.7555 fox: 949.240 0755 Civil Engineering and Project Management l s ,c ,'~ . ~~ ' ' -' NO. DATE 06 2007 dlC a,, ~ u, ./: ~ J,. ;,,, • Li mils of Pavement Reconstruction (Type Indicated) REVISIONS BY KN "As Built" Exist 1 O' PCC Alley Reconstruct 6n PCC Allfly se.::tion Soo Notes Hereon 5' Nomin,al Field Verify Proposed 8" VCP Sewer & Trench per Pion & Profile ---'-T.,_y""'p .... i c""'a=l---'-A"'"'l l""'e ... v.....;..P .... aa..;.v .... i n-'-g----=S""'e""'c"'"ti""'o-'-n"--.... 0 Elcist 1 O' PCC Alley Reconstruct Portion 6" PCC AlloY Six:tion See Notee Hereon 6'± 5' Nominal Field Verify Proposed 8" VCP Sewer & Trench per Pion &: Profile _T.,_y __ p_ic __ a __ l_A_ll __ e.._y_P __ a_v_i n_g_.,__ __ S __ e_c_ti __ o_n_--10 Alley Construction Notes: 1. Contl"(]ctor te> os-built by topographic survey existing olley surface &; flowline to the satisfoction of the Engineer. Survey will be used by Contractor to re-establish grades and flowlines for new PCC pavement to the satisfaction of the Engineer . 2. Concrete pavement shall be 8'" PCC over compocted native, conforming to City Std-140-L and Std-141-L. 3. All removals shall be sowcut or to nearest expansion joint <JIJ directed by the Engineer. 4. Existing utility surface vaults & covers shoU be protected in-place and reset to be flush with new pavement surface . 5. Contact joints with OKisting PCC pavement shall be doweled per Std-108-L. SEWER CONSTRUCTION NOTES: CD ® 0 Install Cured-in-Piece Pipe Lining Within Existing Sewer (Pipe Size and Type Indicated in Profile) per Project Special Provisions. Furnish and Install 4B" Dia Manhole per CNS Std-401-L Locate Existing Sewer Loterols and Re-Establish Connection to Main by Remote Cutting Device (Typ ). Locale Existing Sewer Lateral end Install New 4" PVC (SDR 35) Sewer Lateral w/Cleonout per CNS Std-406-L. Furnish and Install 8" VCP Sewer. Bedding, Backfill and Trench Resurfacing per CNB Std 105-L-A end 105-L-8, Unless Indicated Otherwise on the Plan. Remove and Reconstruct 8" VCP Sewer. Bedding, Backfill and Trench Resurfacing per CNB Std 105-L-A and 105-L-B, Unless Indicated Otherwise on the Pion. Furnish and Install 12" VCP Sewer. Bedding, Backfill and Trench Resurfacing per CNB Std 105-L-A and 105-L-B, Unless Indicated Otherwise on the Plan. Reconstruct Pavement Section per CNB Std-105-L-B to the Limits Indicated an Pion. Pipeburst Existing 8" VCP Sewer. '1a' Furnish and Install Sewer Terminal Cleanout per ~ CNB Std-400-L. Remove and Reconstruct Interfering Curb and Gutter and Sidewalk and Replace per CNB Std-182-L and Std-180-L as Required to Match Existing. Furnish and Install Sewer Lateral Chimney Connection per CNB Std-40B-L C-3562 REVIEWED r4).4 ~ & Peninsula Sewer Improvements APPROVED 8th St @ Balboa Blvd DATE: 02/28/06 PLAN DESIGNED BY: DRAWN BY: PROJECT NO. KN KN S-5212-S ..,_-+----t--t-----------------+------ICHECKE□ BY: DATE : KN 09/2005 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 9 OF 24 - !--- I ! I I 11---,--- 8 ' ,- ' I ! I ! I i I I ::>' I I i ' ! ~----I Iii I I I I , I I I 0 . ln!,lall 36 LF I 9+00 ----- I ' ! I - ----f ' ' ' :--------- ' ---,--- 1 Install 243 LF CIPP Lining in Existing cf' VCP Sewer F ujrni'!h/lnstall 80 LF 8" VCP Sewer ! ! ! ' I i i CIPP, Li~ing in' E,:istii,cf 8" 17CP--Sewer - 10+00 ! I 11 +00 LINE A ------------------- 12+00 40 0 ~ 1 f-- ------------------------- 1--,1-------------------------- ----------------- 20' \installed 6'' VCP -H ' 00 ! I ' Cleanout -12 -8 -4 -0 ' -_LJ_ __ • : I . Remove/Reconstruct 96 ~F 8"-VCIP Sew~r -------------------------------------------------------------- - - ---------------------------------- • 12---·--- 0 -;,--- ' 0., +z 0 _J ~o I ! I J\pproximate f"inishea Surfac? D :r:: ._,-::>' OJ ;: r--" +z 0 _j ~10 [ ---:---12 I I ----_, --------+---+----j---,-_ ____,____,_ ----~--------rr, 8 -------f-+---+-+---+--- 1.- 4 _, __ - -! -1-4 I CD ' I ' , Install 68 L~ CIPP Liding[ in _ I __ - . " ; I Exlst _1_8 _lVCf ( 1ewer o- I I -,-+----i I ! I I , _______ 1 ____ : ___ I 1 1 I : ! : i ! ' :-Rtmove/Reconst 79A LF ~f $" yep S~we~ ' ' ' ------ I I 1 -I -i---: I -- 1o+oo lllNIEi A1 11 +00 ,12+do 12 ..____.l_ -' 4- ----------------------- ------. i ---,--,- I lo '1 I I I Exist - - ----------I , ' ' - I : I I ' I ------'---!-----i---i----1----,--1 --- ! : ! ! I i !_ ____ - ! -----, -_i ' __ 1 ___ -1--,!----t---jf---------- ' : i I ---i---, 8 I I li ' 4 -- i I ------I : ___ ! ____ - I ------------------l I I __ _I I_ I : ! 1' i ! i I i ! Remove/Reconstruct 60 !-, F ~T•-,vt-~, Se, w~.r ;, i -©-©---1----~,----,--,-,, ------~~---;I--------t-:-------'-- ----~----+-__,_---i-+-+----+---,-~+--------, I I ' : , ' LINE A2 , ' , ! ! i I 1 I ' i I ! ---------- --- - -------- i i ' -----~ ---+--, -- I , i I - ' ' ' I ' I ___ _ ' ' SEWER CONSTRUCTION NOTES: CD ® 0 0 0 Install Cured-in-Place Pipe Lining Within Existing Sewer (Pipe Size and Type Indicated in Profile) per Project Special Provisions. Furnish and Install 48" Dia Manhole per CNB Std-401-L. Locate Existing Sewer Laterals and Re-Establish Connection to Main by Remote Cutting Device (Typ). Locate Existing Sewer Lateral and Install New 4" PVC (SDR 35) Sewer Lateral w/Cleonout per CNB Std-406-L. Furnish and Install 8" VCP Sewer. Bedding, Backfill and Trench Resurfacing per CNB Std 105-L-A and 105-L-B, Unless Indicated Otherwise on the Plan. Remove and Reconstruct 8" VCP Sewer. Bedding, Backfill and Trench Resurfacing per CNB Std 105-L-A and 105-L-B, Unless Indicated Otherwise on the Plan. Furnish and Install 12" VCP Sewer. Bedding, Backfill and Trench Resurfacing per CNB Std 105-L-A and 105-L-B, Unless Indicated Otherwise on the Plan. Reconstruct Pavement Section per CNB S\d-105-L-B to the Limits Indicated on Pion. Pipeburst Existing 8" VCP Sewer. Furnish and Install Sewer Terminal Cleanout per CNB Std-400-L. Remove and Reconstruct Interfering Curb and Gutter and Sidewalk and Replace per CNB Std-182-L and Std-180-L os Required to Match Existing. Furnish and Install Sewer Lateral Chimney Connection per CNB Std-408-L. DISPOSITION NOTES: QJ Protect In Place (As Indicated) [I] Remove and Reconstruct (Item as Indicated) 0 Remove and Dispose (Item as Indicated) ~ Abandon In Place (Item as Indicated) "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 accurocy of the contractor supplied do\□ and it is assumed all data shown hereon hos been built as indicated. 13+00 14+00 PROFILE SCALE 14+00 13+00 12+00 40 80 160 111111111111 J __ ~I SCALE: 11'= 40' Horz: Vert: 1 "=40' 1"=4' PREPARED BY: N C I fs:o~•im~:~:~:!~f;t:~c Capistrano Beach, California 92624 Ph: 949.240.7555 fax: 949.240.0755 Civil Engineering and Project Managenient REVISIONS REVIEWED ,_N_O---+. _D_A_T_E--1_B_Y---jf---------------+A_P_P_R_O_V_E__.D ~ .J ,. c I,\ 08/2007 KN "As Built" ~ DATE: 02/28/06 DESIGNED BY: DRAWN BY: 1-----t--------+-----+---------------------------------------------+-------------1 KN KN 1----+---------+------+------------------------------------------------+--------------.ICHECKEO BY: DATE _ KN 09/2005 C-3562 Peninsula Sewer Improvements 8th St @ Balboa Blvd SEWER PROFILES CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PROJECT NO S-5212-S SHEET 1 D OF 24 • i i ---' : _______ , I : -'--'---- ' ' --,-----, I f------------- ; _ __J • I ' ------------,-- _I - :----' ' __ , ___ , __ I I ' ' I -1----1-------C------l---------1 J_ J_ ------------------,-----------------j -, ' 112- 108-:- 104- 100-· ' I I • ;' ' r---0 0 --I 0 "' 00 + Q'. OI -I::s: ~ -~--,:{ I I I I I I I I I I Exist Finishecl- -~ --+-----t+-l-c-~ -~ - ,----., ' ' -------------- 10+00 -108 -+-104 ----:-- '--1----- 1 ! I I I ! I I I l :--------1 - -----,- 11 +00 12+00 s I i ,-,---------'-- ' ' --------- ' _, ---- -----,--- _, '--_J ' I I : ------,-~-"AS BUlC1T"~ , I I ! -_____ ! __ ; ___ I __ : __ I ' ! These "As Built" plans weJe 1,rnJ2grE'd frorh_J __ , _ contractor supplied markups followi g I I : ! constroction----completi-on.-:T-he e~gi~ e~--ot;-t--+ record makes no warranty, as to t_tji, _ __J __ : '-_ __ accuracy of the controcto'r sµp~lied dola I on~ it-is_--assomed all -data _shown hioredn l,osl I b_een_J:,!]ilt as indicated. • I 13+00 PROFILE SCALE SEWER CONSTRUCTION NOTE~ CD 0 ® ® Install Cured-in-Place Pipe Lining Within Existing Sewer (Pipe Size and Type Indicated in Profile) per Project Special Provisions. Furnish and Install 48" Dia Manhole per CNB Std-401-L. Locale Existing Sewer Laternls and Re-Establish Connection to Main by Remote Cutting Device (Typ). Locale Existing Sewer Lateral and Install New 4" PVC (SDR 35) Sewer Lateral w/Cleanoul per CNB Std-406-L. Furnish and Install 8" VCP Sewer, Bedding, Backfill and Trench Resurfacing per CNB Std 105-L-A and 105-L-B, Unless Indicated Otherwise on the Plan. Remove and Reconstruct 8" VCP Sewer. Bedding, Backfill and Trench Resurfacing per CNB Std 105-L-A and 105-L-B, Unless Indicated Otherwise on the Pion. Furnish and Install 12" VCP Sewer. Bedding, Backfill and Trench Resurfacing per CNB Std 105-L-A and 105-L-B, Unless Indicated Otherwise on the Plan. Reconstruct Pavement Section per CNB Std-105-L-B to the Limits Indicated on Pion. Pipeburst Existing B" VCP Sewer. @O Furnish and Install Sewer Terminal Cleanoul per CNB Std-400-L. Horz: Vert: 1 "=40' 1 "=4' -------- Remove and Reconstruct Interfering Curb and Gutter and Sidewalk and Replace per CNB Sld-182-L and Std-180-L as Required to Match Existing. 13th STREET @ BALBOA BLVD MHR03_007 to MHR03_002 40 0 ~ 40 80 160 1--'---~I SCALE: 1''= 40' Furnish and Install Sewer Lateral Chimney Connection per CNB Std-408-L. DISPOSITION NOTES: QJ Protect In Place (As Indicated) [I] Remove and Reconstruct (Item as Indicated) [}] Remove and Dispose (Item os Indicated) 0 Abandon In Place (Item as Indicated) C-3562 PREPARED BY : REVISIONS APPROVED I-N-0~. -□-A_T_E~-B-Y~ ___ ._...._._===c__ _____ ~A-P_P_R_O_V_E--1D ~ .. J w 4 06 2007 KN "As Built" ~ Peninsula Sewer Improvements 13th St @ Balboa Blvd 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 DATE: 02/28/06 DESIGNED BY: DRAWN BY: l----+---+--+----------------+------1 KN KN CHECKED BY: DAT£ : --------------+----------1 KN 09/2005 PLAN AND PROFILE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PROJECT NO. S-5212-S SHEET 11 OF 24 - I I I I , ---,-' I I I I __ T ' ' I I -i , ----I i J - I i 12 ' 8 ----,- ,_ ------i _,_, I 4 ' t-c--LJ I ~ __J I 0 I -f---L_+-~f-+-~---+--i---{ 6 i ----' -:- 10+00 11 +00 ' "' ' " "'•-' \ ,,·.\ \ ·--\,> • --.~ ~-·1, \ -' . ' ':, \ •, ':,\ 35th Street From Balboa Blvd to Lake Ave MHF05_024 to MHF05 023 ' I : I I I I ,---.- _i __ ' ' 1----_: ' ; I ~ __ I ___ ' I i I --==-- ~,"-ve~ sJO:-a;,oD ' --L ~ ' --; -:-- ---' ::;:', --:,,•- ~-•c ... "': i r _, _, 12+00 .... , ~/_'•'\\ ~c. ·, '\: • ,,,, ' ':, \ ~' ' '-~ 40 0 ~ I !----:- ~-,-~ ' - "' 40 I SCALE: 1n= I-;.._ --- 1 I I I I ---j I-- - LJ 13+00 80 160 L ___ ___,I 40' if I RCE 52646 (-Exp. 12/31/06 .) ""~,e~;[/.,,J ~~ 12 4 I _/1 ' ~~/-- it 0 0 rJ-- 0 N + LL lo 1 :r:; ~ ::e LJ ' ' ' ' ,---, -,- -1 - --.=--=--- --- (8" VCP S=O,O_Q2) _ "' ,""-'~ ~ _TI)(D lnstaU 126 LL_: ___ , CIPP Lining in Exist 8" VCP Sewer' ' I ' ' :-- 19ttiJ5treet@ llal_b~aiBlvdl (~Ot11_St:to 19th St) ___ _ MHFi2:_0~3I to N1H1F1s,001 /· I 10+00 11 +00 , ..... 19th Street@ Balboa Blvd (20th St to 19th St) MHF22_013 to MHF15_001 (/J I ------ I I ' --- I-~- ' --, 12+00 //) ... ... a, ,., r-"':::'.~-~-- I I ,,, ~ ,.;s ... /Ka f.P ' Ii I I ! • ! • . '~ ,,._ -,-- i -- ' l ,_ : -- '---- ·-r i '--- --i -_, ! ! I : I ' ' I : I I ' • __ Jbese ':'As Built" I plans _\\'.~h, prej,ar~d fmm i con~rac~ar supplibd jmorku~s ~ollpwirhg , -__ ---constmct-ion ~om.'piBtionc 1Th~ e~girle_e~ of record makes no warrant}\ as td tl:le , L --accuracy otThe contractor sµpplie~ d~ta anp ,---it-i-s --assumed 011---c:tota shOwn-----ti"Elreo·n--hos ,-- been_ bu_ill, as. indicated. ' ! I _, _ __J -:-, ' I ---,-- PROFILE SCALE SEWER CONSTRUCTION NOTES: CD ® @ © ® © 0 ® ® Install Cured-in-Place Pipe Lining Within Existing Sewer (Pipe Size and Type Indicated in Profile) per Project Special Provisions. Furnish and Install 48" Dia Manhole per CNB Std-401-L. Locale Existing Sewer Laterals and Re-Establish Connection to Main by Remote Cutting Device (Typ). Locate Existing Sewer Lateral and Install New 4" PVC (SDR 35) Sewer Lateral w/Cleonout per CNB Std-4D6-L. Furnish and Install 8" VCP Sewer. Bedding, Backfill and Trench Resurfacing per CNB Std 105-L-A and 105-L-B. Unless Indicated Otherwise on the Pion. Remove and Reconstruct 8" VCP Sewer. Bedding, Backfill and Trench Resurfacing per CNB Std 105-L-A and 105-L-8, Unless Indicated Otherwise on the Pion. Furnish and Install 12" VCP Sewer. Bedding, Backfill and Trench Resurfacing per CNB Std 105-L-A and 105-L-B, Unless Indicated Otherwise on the Pion. Reconstruct Pavement Section per CNB Std-105-L-B to the Limits Indicated on Pion, Pipeburst Existing 8" VCP Sewer. '1CP Furnish and Install Sewer Terminal Cleanout per ~ CNB Std-400-L. Remove and Reconstruct Interfering Curb and Gutter and Sidewalk ond Replace per CNB Std-182-L and Std-180-L as Required to Match Existing. Furnish and Install Sewer Lateral Chimney Connection per CNB Std-408-L. DISPOSITION NOTES: OJ Protect In Place (As Indicated) [TI Remove and Reconstruct (Item os Indicated) [2J Remove and Dispose (Item os Indicated) [I] Abandon In Place (Item as Indicated) Horz: Vert: 1 "=40' 1 "=4' C-3562 PREPARED BY : ~-----.--~--R'-="-EV.:_:lc-=-S.:.::IO:_:_N.:.::S:__ ___ ----.-------1 APPROVED ) 1-N~O.---l. __cD:_A_T_E-+_B_Y-+--------------+-A_P_P_R_O_V_E--1D ~ ./,} ._ ,. Peninsula Sewer Improvements 35th Street @ Balboa Blvd 19th Street @ Balboa Blvd 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 06 2007 KN "As Built" ~ DATE: 02/28/06 DESIGNED B'/c DRAWN BY, 1------+-----1-----+--------------+------I KN KN CHECKED BY: DATE : KN Os/2005 PLAN AND PROFILE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PROJECT NO. S-5212-5 SHEET 12 OF 24 • ' --,--- i ' I I ' ' ---- I ---------- -' i -' I -------' ---,----- I ___ _ ,- ' --, - ------------ ' ,---- --_ _!_ -------- -----: _ , ___ _ I I I __ , __ I -·--1 I I I I ' - - - - ---' '-~+2-- ' ' 1!04-,-, -----,------ -,--------; - -,----- :----------!------:--- ' ---' ------------ ' ! ! • ' 7+00 I <Xl r----0 I ..- 0"' 'OJ 0 + :r: : r--... :~ -----I -7i------ -------+I L I I I Ir- 1 I I I I I I I I I') r--- o 5 on + 0 o:r: ~::;; I -n------- 1 I I I I I ----- I I - --1--- 111 0 I I ~ -1-1 20' Exist 8" Sewer S' I in 12" Stl Casing 2 i CD 0 ' _c Ui C Q)I 0 2; i!il :::e + o.j. 0 Qi•-..---LI 0 ~_Q...1 - I_Ji oo -----u:--q--- i . ' 'N ' c.o' o· • I ~v +"' .0 ------------------{'.I-I '<"";~ I I 70' E¼ist 8" _____ 1 I , . I I _J_I __ _ -! ' i I Exiist MHI t-112 ,----- -I I __ , ___ , __ ___ ,_ ---,-,--- ' --------------- ~-f-:_::_: - -::_: _:_ = ----____ -:::-_=::_::::-:_-,:c_'---__;_ - - - - --I f-- - - - ~- Stl Sewer ?ipe:~-H. -------- in 1 2"' Stl Casing 1--~-"-==tF'----"------jrL I -----------l T --t------'--1--_r---=---=--- - - - --=-=ri : --- CD@ LJ -Install 1 300 lF -CIPP Linin,g ir 9xist 8" V¢P Sewer : Remeve $<: Replace 21 LF 8" Cl Sewer Install 21 LF CIPP Lining ~ - -~ ~ -=--====== I (8!' Vi::P S='.0.002) ;;-,, : ---------------,-0------- -1104 ' C\ '::>":' i:::Cj -100 Install 145 LF (i:IPP Liining in ,--- -----, ___ _ ------, I ,_ --,------ I . ' : E~isting --8" Seweri ,-r· I ' • --------------; Remove Exist 12" Steel Casing IT] CD 8+00 "' /4:' _I • ' • ' . '" .,,,,,. '>-.. ~ · O[range St at Fern St and W. Coast HWY ____ --__ • ___ _ ---MHD34_078 to MHD34_073 ' & !NiHD 34_073 to MHD34_062 -----,---------!---- - - I j I I • I ( , __ These "As i Built" plans_ were preMfed from _ qan~ractar i supplied !markups ~ollowi~g -I· ----qon~troctiqn-4om-pletion. !t,~ e"gineer of , record makes! no wi· rranty, as to the I ~c~~-racy M ihe co tractor s~-pplied data O nd , j ,t-,s:-as~urr,ed . oil. d ta shpwr1 hereon hos - 1 _ been built· as; indoca ed. , , _____ _ i --, -, · - ! i l I i I I ! ! 9+00 10+00 11 +00 12+00 13+00 14+00 PROFILE SCALE ~. I"~ --,;t· " --""·~ . s ---'.'.-' SEWER CONSTRUCTION NOTES: CD Install Cured-in-Ploce Pipe Lining Within Existing Sewer (Pipe Size and Type Indicated in Profile) per Project Special Provisions. Furnish and Install 48" Dia Manhole per CNB Std-401-L. Horz: Vert: '-~/#~~--""\:-~ 1 rE=x=ix~t-":M;;tH,-'--.;•, ', ~0 Locate Existing Sewer Laterals and Re-Establish Connection to Main by Remote Cutting Device {Typ). Locate Existing Sewer Lateral and Install New 4" PVC (SDR 35) Sewer Lateral w /Cleon out per CNB Std-406-L. 20LF Ex 8" Cl Sewer in 12 Stl Casing ~- PREPARED BY: N C I Nolan Consult:lng~ Inc 26901 Camino de Estrello, Suite D Capistrano Beach, Colifornio 92624 Ph: 949.240.7555 fox: 949.240.0755 Civil Engineering and Project Management ~, .... ~ ---I---~ I , (j) Furnish and Install 8" VCP Sewer. Bedding, Backfill and Trench Resurfacing per CNB Sid 1D5-L-A and 105-L-B. Unless Indicated Otherwise on the Pion. Remove and Reconstruct 8" VCP Sewer. Bedding, Backfill and Trench Resurfacing per CNB Std 105-L-A and 105-L-B, Unless Indicated Otherwise on the Plan. Furnish and lnstal I 12" VCP Sewer. Bedding, Bock fill and Trench Resurfacing per CNB Std 1 D5-L-A and 105-L-B, Unless Indicated Otherwise on the Plan. Reconstruct Pavement Section per CNB Std-105-L-B lo the Limits Indicated an Pion. Pipeburst Ex·1sting 8" VCP Sewer. Furnish and lnstoll Sewer Terminal Cleanaut per CNB Std-400-L. Remove and Reconstruct Interfering Curb and Gutter and Sidewalk and Replace per CNB Std-182-L and Std-180-L as Required to Match Existing. Furnish and Install Sewer Lateral Chimney Connection per CNB Std-408-L. DISPOSITION NOTES: QJ Protect In Place (As Indicated) [I] Remove and Reconstruct (Item as Indicated) IT] Remove and Dispose (Item as Indicated) 8J Abo ndan In Place (Item as Indicated) C-3562 REVISIONS APPROVED ,_N~Or-t. _D_A_T_E---t_B_Y-+--------------+A_P_P_R_O_V_E---1D ~ .• J , ~ Peninsula Sewer Improvements 07 2007 KN "As Built" ~ DATE: 02/28/06 DESIGNED BY; DRAWN BY; 1----,---+--+-----------------t------1 KN KN CHECKED BY; DATE : 1---------J---+--+-----------------+----_, KN 09/7005 Fern St to Orange St & Orange St to W. Coast Hwy PLAN AND PROFILE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PROJECT NO. S-5212-S SHEET 13 OF 24 I I 196- 188- 180- l64r-t 156-: - 148--- ____ _I__ I <N © GJ Oi I oS: +± -o~ 10+00 ! / I I ' ' "' "' g o I r-:,._ r----+ ~ O1:r: ~::. --I I -' --'----'-- ' ns-t~II 280-LF CIPP ~Jn~ in E~ist 18" vcp Sew~r I I i , CypreJ-pt,mtc l,.a~e ! :Mff17_0021 t, MH~7L006 I ! ! 11 +00 2+00 ~- ~~ ~---· -, 79.4 17_006 -196 -' -188 _, -· 180 ' ' ' -· -, 164 ' -156 --l-4-8 13+00 - s _int La•- tf" ~ ,··•.·~ > -• ' • ' CYPRESS POINT LANE & GREENBRIER LANE 40 0 40 ~-11111 -I +8-6- 178- 170=-=- 162- in Exist 8" VCP' Sewer Greenb111ier Lane- MH11 004 to MH17_005 11 +00 12+00 SEWER CONSTRUCTION NOTES: CD 0 Install Cured-in-Place Pipe Lining Within Existing Sewer (Pipe Size and Type Indicated in Profile) per Project Special Provisions. Furnish and Install 48" Dia Manhole per CNB Std-401-L. Locate Existing Sewer Laterals and Re-Establish Connection to Main by Remote Cutting Device (Typ). Locate Existing Sewer Lateral and Install New 4" PVC (SDR 35) Sewer Lateral w/Cleonout per CNB Std-406-L. Furnish and Install 8" VCP Sewer. Bedding, Backfill and Trench Resurfacing per CNB Std 105-L-A and 105-L-B, Unless Indicated Otherwise on the Plan. Remove and Reconstruct 8" VCP Sewer, Bedding, Backfill and Trench Resurfacing per CNB Std 105-L-A and 105-L-B, Unless Indicated Otherwise on the Plan. Furnish and Install 12" VCP Sewer. Bedding, Backfill and Trench Resurfacing per CNB Std 105-L-A and 105-L-B, Unless Indicated Otherwise on the Plan. Reconstruct Pavement Section per CNB Std-105-L-B to the Limits Indicated on Pion. Pipeburst Existing 8" VCP Sewer. @O Furnish and Install Sewer Terminal Cleanout per CNB Std-400-L. Remove and Reconstruct Interfering Curb and Gutter and Sidewalk and Replace per CNB Std-182-L and Std-180-L as Required to Match Existing. Furnish and Install Sewer Lateral Chimney Connection per CNB Std-408-L. DISPOSITION NOTES: QJ Protect In Place (As Indicated) [I] Remove and Reconstruct (Item as Indicated) [}] Remove and Dispose (Item as Indicated) 0 Abandon In Place (Item as Indicated) PREPARED BY: ---,-- -. 178 -, 170 _, 162 -, 13+00 80 160 l ___ ~I ~ ~ N C I Nolan Consul*lng, Inc SCALE: 1"= 40' Exp. 12/31/06 *I IVI'--J-;J S!-%rf?' 26901 Camino de Estrella, Suite D Copistrano Beach, California 92624 Ph: 949.240.7555 fax: 949.240.0755 Civil Engineering and Project Management 204-, 196- 188-- 18-Qf-- "' D 0 CY 1- I o en '+ -= i O I ~I::. L ' ------------- Exist Finish.ed~. Grade i ",._ ---+-, _____ _ -(8" ~c~ -s~o.oos) I lrisf□II 170 LF CIPP ilinin in Exi~t $" VCP S~wer ____ ! _____ ; --: I ' I I ------JI - t ----- --------- ~!fU$U,--I. ne--~o-Royal ~t,George Rd- : MH 9_0~3:to MH119l_004---- , ' ' I ' _i -204 -, 1$6 ~188 __ ! ___ , ' ' ' ' ' I I 1 ! 1 ' I ___ These_ iAsi Built" plans were prewor,id from contrac1tor ! supplied mo rkups follbw~~g : i • -constru'ctiqn ~oniplelion. iTh1 e~gi~ee~ -ofi 1- - record_,mgk~d __ wgrronl,y: _gs td t~e , I , accuracy M the ; contractor sµp~lied d~to ion~ --it-is-assumed--all data shpwn h~redn hosj ' been bu·i1t as indicated. ' : I --------' i ' -----------.... -.................... -.... ,' ! : : : ! ' ' ' I 10+00 11 +00 12+00 PROFILE SCALE . . . - <-~ ,.; . .;. ' / ~-. / / AUGUSTA LANE TO ROYAL ST GEORGE REVISIONS APPROVED ) ~N-0~_-D_A_T_E~-B-Y~-----~-----~-A_P_P_R_O_V_E~D ~-/,/-L 4 06 2007 KN "As Built" ~ DATE: 02/28/06 DESIGNED BY: DRAWN BY: o--+----+---+---------------+-------t KN KN o--t----+---+---------------+-------tCHECKED BY; DATE : KN 09/2005 j' Horz: 1 "=40' Vert: 1 "=8' DOUBLE VERTICAL SCALE C-3562 Big Canyon Sewer Improvements Cypress Point, Greenbrier Lane & Augusta Lane PLAN AND PROFILE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PROJECT NO. S-5212-S SHEET 14 OF 24 1 • i I I ' 180- 172- 164- 156-· 1401-- ...... .,J-o 0 OI I 0~ +:i: 0 ::,. T'-c__ I I I I I I I I I I --1 I ------,---:-'-----------------i- ~ :fns{all -258 -L, -CiPP Lmin~ ir1 E:xisf 8" VCP Sew-er--0-@--' , I 10+00 \ <fl I \ -er ;~ ,· ' -// ~) ~/2)1 :r. / / •"'-- . '/ ✓--/ , ' I 11 +00 12+00 ,• r I.,.. ,. OAKMONT LANE ,_-. \ BRAEBURN LANE 1 --196 -:-188 -:-M 80 I -172 204-, ' -1J9~~ -,-148 172- ------------------- 13+00 10+00 . a·, ,., ,,."/~ -~t ' ·: .-''t', -~ ' ,- ... ~ . \ '{ ·• 'I, i~ ' - -•-,~, .. ! ,.___----------.._ ) I ' ,-I -1- _;_ 2 1 2 I -: -1618 I ---204:-- 196- 188-- Oo ON +:i: 0 :,,-- ~1 I I , l -,-1-,--- 1 I • ' - -______ i __ _ ' ___ , ___ , __ -'-' I -~IT'-- I I I I 11 I I ---------· -----l- ---!212 ' I , ---,-204 : ' ' ' -'-196 -188 -180 ---:-- - - -----, -------'---1 -8-G - @0 Install 362 LF CIPP_Lining in Exist S" VCP Se~er 11 +00 ;., . ~ -.. ,. - P' " M _, .. -~ ~ Braeburni Lan,t to R~y211I St Geotge MH19l011 to Mff-1-9:_--0-141 , , 12+00 13+00 SEWER CONSTRUCTION NOTES: 0 0 @ Install Cured-in-Place Pipe Lining Within Existing Sewer (Pipe Size and Type Indicated in Profile) per Project Special Provisions. Furnish and Install 48" Dia Manhole per CNB Std-401-L Locate Existing Sewer Laterals and Re-Establish Connection to Main by Remote Cutting Device (Typ). Locate Existing Sewer Lateral and Install New 4" PVC (SOR 35) Sewer Lateral w/Cleanaut per CNB Std-406-L Furnish and Install 8" VCP Sewer. Bedding, Backfill and Trench Resurfacing per CNB Std 105-L-A and 105-L-B, Unless Indicated Otherwise on the Plan. Remove and Reconstruct 8" VCP Sewer. Bedding, Backfill and Trench Resurfacing per CNB Std 105-L-A and 105-L-B. Unless Indicated Otherwise on the Pion. Furnish and Install 12" VCP Sewer. Bedding, Backfill and Trench Resurfacing per CNB Std 105-L-A and 105-L-B, Unless Indicated Otherwise on the Plan . Reconstruct Pavement Section per CNB Std-105-L-B to the Limits Indicated on Pion. Pipeburst Existing 8" VCP Sewer. Furnish and Install Sewer Terminal Cleanout per CNB Std-400-L Remove and Reconstruct Interfering Curb and Gutter and Sidewalk and Replace per CNB Std-182-L and Std-180-L as Required to Match Existing. Furnish and Install Sewer Lateral Chimney Connection per CNB Std-408-L DISPOSITION NOTES: QJ Protect In Place (As Indicated) [I] Remove and Reconstruct (Item as Indicated) CI] Remove and Dispose (Item as Indicated) 8J Abandon In Place (Item as Indicated) 't-i (:r1 RCE 52646 ~ _ 12/31/06 * c,v1L <Ft'~ ~t PREPARED BY: 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 Manage,nent • / 00 ' I 10+00 lhstall l24Q LF CIPP Lihing in Exist 8" VCP Sewer ' I ' I ! ---------------- I Ii''· I liin 'st La to OCSD 1" k _u~e.1 ~ _ ne_ _.._,._,_..., __ , ___ run ' I -"AS ~UILJT'r ~--~M!H20_t0-MH20~003 -----~-~~:_~a~r:_ :~~~i~0 i~art~~es ¥b'lit;;;~ lr<>m' -- --u<>n$truction C<>IT]pletion. lh' e~girieer ofi reJ;-ir_d ITJQ~_11s' no wl!_rranty a$ td tHe 1 11 00 acc~raqy ~f the : co~tractor slipRlied dMa i an\i -------it---isniS1surrre~--a11--doto show~ -tTtre-crrr-trnsr --'-- been built as indicoited. 1 : , I : : --,-----------!-! 1 I I ' 12+00 40 0 40 ~ _I SCALE: 1"= PROFILE SCALE Horz: Vert: 1 "=20' , "=2' DOUBLE VERTICAL SCALE 80 160 l __ ~I 40' PINEHURST LANE C-3562 REVISIONS APPROVED ~N~Or-+. _D_A_T_E__,_B_Y-+--------------+A_P_P_R_O_V_E-----10 ~--4----e..- 06 2007 KN "As Built" ~ Big Canyon Sewer Improvements Oakmont Lane, Braeburn Lane & Pinehurst Lane DATE: 02/28/06 DESIGNED BY: DRAWN BY: >--f-----+----+---------------+----___, KN KN >--f-----+----+---------------+----___,CHECKED BY: DATE : KN 09/2005 PLAN AND PROFILE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PROJECT NO. S-5212-S SHEET 15 OF 24 ' • • • .., I ~ MitX:nit I i . r.' '.bf ... 1.' ... ,. I -.S::: .. ... ' , iJJ . . . ' : ,,_... ' ~r~.,,~-z~--~~~}-i$l~l11:,,Jt;~ ,-r ,·, -...~ ' • -· ' _..,_,,,--:,--I ' I • • '•U" •\ ·cw, i-.. __ ..1..__...,,,.,"""--.J...-t-JL__.l..__..,tS.~-.J..-_.J 40 0 40 ~ ~I SCALE: I 80 160 I I --~ lu = 40' "'-,_ - ,, ~ ' - " -:, . - • ,_ -~ "j .. 1 I l • \ ,. ·,o',; ,.. ____ ,.,·,, ,-~:,.:·1 j 1-,. -..--• ... ~ I - Ocean Front West PREPARED BY : N C I Nolan Consult:ing, Inc 26901 Camino de Estrella, Suite D Capistrano Beach, California 92624 Ph: 949.240.7555 fax: 949.240 0755 Civil Engineering and Project Management ' (/J ·~ I ,,. l"" • , . ., ···]··· r ,. • . -. -• - \ • I 'i I '"AS BUILT" These "As Built" plans were prepared from contractor supplied markups following construction completion. The engineer of record makes no warranty as ta the accuracy of the contractor supplied data and it is assumed all data shown hereon hos been built as indicated. SEWER CONSTRUCTION NOTES: CD 0 Install Cured-in-Place Pipe Lining Within Existing Sewer (Pipe Siz" and Type Indicated in Profile) per Project Special Provisions . Furnish and Install 48" Dia Manhole per CNB Std-401-L Locate Existing Sewer Laterals and Re-Establish Connection to Main by Remote Cutting Device (Typ). Locate Existing Sewer Lateral and Install New 4" PVC (SDR 35) Sewer Lateral w/Cleonout per CNS Std-406-L Furnish ond Install 8" VCP Sewer. Bedding, Backfill and Trench Resurfacing per CNS Std 105-L-A and 105-L-B, Unless Indicated Otherwise on the Pion. Remove and Reconstruct 8" VCP Sewer. Bedding, Backfill and Trench Resurfacing per CNB Std 105-L-A and 1 D5-L-B, Unless Indicated Otherwise on the Plan. Furnish and Install 12" VCP Sewer. Bedding, Backfill and Trench Resurfacing per CNB Std 105-L-A and 105-L-B, Unless Indicated Otherwise on the Pion. Reconstruct Pavement Section per CNS Std-105-L-B to the Limits Indicated on Plan. Pipeburst Existing 8" VCP Sewer. Furnish and Install Sewer Terminal Cleonout per CNS Std-400-L. Remove and Reconstruct Interfering Curb and Gutter and Sidewalk and Replace per CNB Std-182-L and Std-180-L as Required to Match Existing. Furnish and Install Sewer Lateral Chimney Connection per CNB Std-408-L DISPOSITION NOTES: OJ Protect In Place (As Indicated) 0 Remove and Reconstruct (Item os Indicated) @J Remove and Dispose (Item os Indicated) 8J Abandon In Place (Item as Indicated) C-3552 ._N~o_.+-□_A_T_E-+_s_Y-+-___ R_E_v_is_i_o_N_s _____ +A_P_P_R_o_v_E--1□ :7.D .4 .. - 06 2007 KN "As Built" ~ Peninsula Sewer Improvements Ocean Front Alley DATE: 02/28/06 DESIGNED BY: DRAWN BY: 1---+~---1---1------------------+-----~ KN KN l--~---1---1------------------+------l'CHECKED BY: DATE : KN 09/2005 34th Street to 30th Street PLAN AND PROFILE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PROJECT NO. S-5212-S SHEET 16 OF 24 - i ! ! I ' 128-. ! I ! ! 1tzd-• -------, ! 10+00 - i I I --~ I N 0 0 LI) I 0 Ol + 0 I :;;; 0 u i +-' I c----r-- (l) --"O ----__ / __ n 0 wO o - I +m NI~ -::,c ln~ta ljl-6 LF 1CIPP Lining in __ Exi_st 8" VCP Sewer _________ _ ' lnv+rn-essl;ane to--OCS0-15"'Sewer-- MH09 to MH09_005 11 +DO 12+00 . ~"', '-;-, • • ~-. -_Ii ·'it -' ., - ~•.",,-_'<: INVERNESS LANE TO OCSD 15'" TRUNK @HOLE NO. 2 ·' . ,, 00 13+00 --~ ,. '.' ~;,."'f-~ '_: .'f' - ~, ., --. ·---~ -~- • " 40 --I SCALE: 196- 188- -170 17£---- -162 164- 156- -146 148- --140 140- -132 LI) .,. 0 -1· I 0 LI) Oo +T o::,c 10+00 ~ .,, . .. -, •:, ' ' • , '7;?-1-"''>i,/'D -~ ·-. • l.ifio,/5.~ '1//s I.' ~-,o48 s , ,ra, ; ~ J 1 ~ ~ .,. . , b o I r---!fl -+--p- 01 :i: -C, lnst~II 257 LI; CIPP Uning in E~ist 8" VCP Sewer Ch&r-f'Y' Hillls uan.-to No.--6---f'ai~~YI (Right Siid•O -MHO$ _ 045 to MN-05=04$-- 11 +DO 12+00 •d) -'---... 'I • LI) +o NI -I"' -196 -188 -180 -172 -164 -156 -148 Al' • -'.,;\ \ ,\_ ~· .£' -· <,,·,w ,,. ~\_1~\ \ • \:\~~i~/ .~?..~.~- ,. 3 1 1961- •180- -r~ _o _ I 0 Wl + 0 OII, -2 -71, Ii I I Tl I I I ~:::!~---=---_-_ ----------j -----~-~-- 0 Install 14rl-leF CIPP Unin i0 Exist 8" VCP Sewer (i) 1 I I 1 1 I I ' ' . -, ' -'204! -196 ~---1-88 ' --! ' ' Royal ~t-G♦or-ge @-No.'1 f-aiA-Yay ~Le-ft Sfide) 1 "'M05.::07fi}-to-MH05---'071 :---:=±= ---' i .. ~. ~UILtr·~ I lLhe.lie 1As Bu\lt" i plJns were pre~ored from tjon~roc~or supplied !markups ~ollpwi?g • 10+00 U:;J'' Jlr{· ,,.a!> -"!,;_Ji( $.-"" ·1 - '"f,••··· fl --__ _!_ -----------• I -qon1trubti9n ~orr\ple)ion. :Th~ e~gineer, of rec~rd imokesl nd wi,rranty as td tHe • _ _ tjcc~rotjy ft ~he ! co~tractor, sp_ p~liec\ dciita ._ and it is, a~sumed all data shpwn heredn hos ! I I I !leer\ built ! as i inclicoied. •-i I ! , _ -------!--~ i I . :---i --1 -------I , 1 ' -i ! 11 +00 /Ir ,· / --/ I . 1: '· ~~ {/J \ {/J DOUBLE VERTICAL SCALE PROFILE SCALE Herz: Vert: 1 "=40' 1 "=8' SEWER CONSTRUCTION NOTES: 0 0 0 0 ® ® 0 ® ® Install Cured-in-Place Pipe Lining Within Existing Sewer (Pipe Size ond Type Indicated in Profile) per Project Special Provisions. Furnish and Install 48" Dia Manhole per CNB Std-401-L Locate Existing Sewer Loterols ond Re-Establish Connection to Main by Remote Cutting Device (Typ). Locate Existing Sewer Lateral and Install New 4" PVC (SOR .35) Sewer Lateral w/Cleanout per CNB Std-406-L. Furnish and Install 8" VCP Sewer. Bedding, Backfill and Trench Resurfacing per CNB Std 105-L-A and 105-L-B, Unless Indicated Otherwise on the Pion. Remove ond Reconstruct 8" VCP Sewer. Bedding, Backfill and Trench Resurfacing per CNB Std 105-L-A and 105-L-B, Unless Indicated Otherwise on the Pion. Furnish and Install 12" VCP Sewer. Bedding, Backfill and Trench Resurfacing per CNB Std 105-L-A and 105-L-B, Unless Indicated Otherwise on the Plan. Reconstruct Pavement Section per CNB Std-105-L-B to the Limits Indicated on Pion. Pipeburst Existing 8" VCP Sewer. '1o' Furnish ond Install Sewer Terminal Cleonout per ~ CNB Std-400-L. Remove and Reconstruct Interfering Curb ond Gutter and Sidewalk and Replace per CNB Std-182-L and Std-180-L as Required ta Match Existing. Furnish and Install Sewer Lateral Chimney Connection per CNB Std-408-L. DISPOSITION NOTES: OJ Protect In Place (As Indicated) [}] Remove ond Reconstruct (Item as Indicated) [I} Remove and Dispose (Item as Indicated) 0 Abandon In Place (Item as Indicated) CHERRY HILLS LANE TO HOLE NO. 6 FAIRWAY PREPARED BY : ROYAL ST. GEORGE TO HOLE NO. 7 FAIRWAY REVISIONS C-3562 Big Canyon Sewer Improvements 80 160 I ___ I 1" = 40' RCE 52646 ';:\ 't Exp. 12/31/06 *) s,,'~ C/V\\. rj/i;¥ ~~ 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 Engin-ring and Project Managen,ent NO. DATE BY APPROVED 06 2007 KN "As Built" DATE: 02/28/06 DESIGNED BY: DRAWN BY: 1--t----+--+-------------------jl----------t KN KN l--l----+--+-----------------,1-----~C~H~EC~K~ED~BY7:-----lcDA~T=E-,-----i KN 09/2005 Inverness Lane, Cherry Hills Lane & Royal St George PLAN AND PROFILE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PROJECT NO S-5212-S SHEET 17 OF 24 114- 106- ' ' I , :99 ,_, ! ' ·t---:- co N 0 o I 0 Lf) + 0 OII ~ '.2 10+00 ' --,-- ' ·, • i ' Install! 211 ~F CIPP Lining -1- ! --------: _____ I __ ' I I ' I I I I • ~~~-~:;ai~oR~~tl::~~ .. ' I 11 +00 12+00 1~f'(:f ;-·--,,--. ·.-•·-:• ... :~;'.:· HOLE NO. 5 RESTROOM N O'.) ~o "" I +Lfl NO I ~:l: -122 I 1--- 1-1- ---114 [ I -106 -98 -90 -- ' -----, ---- 13+00 40 0 40 ~ _I SCALE: 1" = 176-• ______ I __ _ 160- 144- 120- n n 0 01.J Do +:r o:::e I I I LO "' n ·o lD I -tj' Lf) +o NI ,-_2 1---- I I I I I I I I -176 - _, -1 168 ' ' -----+-1 60 ' .,...-.-1 5 2 -• -• 144 -. -· 136 _ , ----' RueBiarrlit:t to Nlo. 6; Fairw,y (Right Side) MHOS 033 fo MH0503s· .' ••• 10+00 \ , \ \ .. ,., " • ~ -' i - 11 +00 i, f / ,,, .-_; __ . -. ·.-. <f; •, .. '?,.. · .. 12+00 . _· -' I : . ' ,'\ ,, J t - ·-~ ~ -' ~•' t.: . ' .. _, ,., ' ,,,.~r" - 13+00 • .it, - - -i', ~~--. 1-, ¼.~• •.\ .. '-~:·. '"" ~, ··.:. .. ,, --~~~·-• RUE DEAUVILLE@HOLE NO. 6 FAIRWAY 80 160 I ___ I 40' PREPARED BY: N C I Nolan Consulting, Inc 26901 Camino de Estrella, Suite D Capistrano Beach, California 92624 Ph: 949.240.7555 fa,: 949 240,0755 Civil Engineering and Project Management I --'---, ! ' __ _J __ -- 1 ' ' ------------------------- . ,---1 __ ----1 ------. ----, --~--, ___ I __ _ : I I ; ·,--1 -----1----·· : ----1-----------! , I ----± ! ! ' I .. As-BUl11.,;tr•~ - ------___ 1 ____ 1_ - ' I i_ I _·_ -_: ' ' These "As Built" plans were i;,re¢or~Jj frorn __ I_ controdor supplied markups followi~g ! I I construction completion. The ernyinee1-of-, -:---- ' ----,- accuracy of the contractor supplied d~to on it is -ossarmed-oll--duto shown hereon -hos -- ~----• record makes no warranty as to t~e ___ 1, _ -been built as indicated._ ! SEWER CONSTRUCTION NOTES: 0 (j) ® ® @ @ Install Cured-in-Place Pipe Lining Within Existing Sewer (Pipe Size and Type Indicated in Profile) per Project Special Provisions. Furnish and Install 48" Dia Manhole per CNB S\d-401-L. Locate Existing Sewer Laterals and Re-Establish Connection to Main by Remote Cutting Device (Typ). Locate Existing Sewer Lateral and Install New 4" PVC (SDR 35) Sewer Lateral w/Cleanout per CNB Std-406-L Furnish and Install 8" VCP Sewer. Bedding, Backfill and Trench Resurfacing per CNB Std 105-L-A ond 105-L-B, Unless Indicated Otherwise on the Pion . Remove and Reconstruct 8" VCP Sewer. Bedding, Backfill and Trench Resurfacing per CNB Std 105-L-A and 105-L-B, Unless Indicated Otherwise on the Pion. Furnish and Install 12" VCP Sewer. Bedding. Backfill and Trench Resurfacing per CNB Std 105-L-A and 105-L-B, Unless Indicated Otherwise on the Pion. Reconstruct Pavement S,ection per CNB Std-105-L-B to the Limits Indicated on Pion. Pipeburst Existing 8" VCP Sewer . Furnish and Install Sewer Terminal Cleonout per CNB Std-400-L. Remove and Reconstruct Interfering Curb and Gutter and Sidewalk and Replace per CNB Std-182-L and Std-180-L as Required to Match Existing. Furnish and Install Sewer Lateral Chimney Connection per CNB Std-408-L DISPOSITION NOTES: [1J Protect In Place (As Indicated) 0 Remove and Reconstruct (Item as Indicated) [D Remove and Dispose (Item os Indicated) [±] Abandon In Place (Item as Indicated) I '. REVISIONS APPROVED ~N~O~-~D_A_T_E-+_B_Y-+--------------+-A_P_P_R_O_V_E-lD ~--1-~-e,- 06 2007 KN "As Built" ~ DATE: 02/28/06 DESIGNED BY: DRAWN BY: 1---,f---+--+----------------,-----l KN KN CHECKED BY: DATE : . 1---1----,---+---------------+------l KN 09/2005 ! ' I I PROFILE SCALE Herz: Vert: DOUBLE VERTICAL SCALE C-3562 Big Canyon Sewer Improvements Rue Biarritz @ No. 6 Fairway Hole No. 5 Restroom PLAN AND PROFILE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PROJECT NO, S-5212-S SHEET 18 OF 24 - 11 G- . , E_xist 102----+ ' ' I ' '7!·•. Finished • Grade \' -, - \ ' I \ \ \ I \ \ ' --,- ' 78 ' ' __ , ; ___ I_ ___ _ i ' ' --·--1 -----I --I ' ---!----i-I - - I ______ _ 1!nstp11 i47q ' ' I ' ' ' ~ __ ; ___ , LF CIPP! Li~ing -ilE:~ist! 8": VCf -, 15+00 14+00 13+00 12+00 SD ----SD ---sn ---sD ----SD Jamboree Boulevard J • 40 0 ~ I , 00 I I I 40 ~I SCALE: 1" = 11 +00 .,;_, :,~ ;t ' I', ., ' -•-~.'; \ '"" 80 160 l ___ ~I 40' ON Oo +:,: 0::;; ~ -110 -102 -94 -86 -78 -7(1) -62 1-- 1 I -54 / I j_ I I 10+00 10+00 l ) q VJ VJ l-, \ . .. . ,. , ~ ., .::~ .... \ ·v .• .. , '/1 ' '\ ·: \ ., :t «!" .. ,\, ,·1:jJ ' \,. • ~ . ' '\,,-·' :,\\. • ,~-. ... ' " .. ' .. ~ "'-.t ;. , "· • . .. -.. . ,, ' co \ ;"- 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 11 +00 I Jamboree Bo V)levard cJ s --'--------! --------- ---' T ------, ' ' ' : --'----:--; __ ,_, --' --_; --- ' -,--, --: ____ _ _ibeie ''As: BJJiLt" pl_qrns were p_re~ared from qon~roctor I su~plied lmorku~s ~ollpwing -d-on~tructicln 90mple~ion-. 1Tti~--ern-gineer--of reccird __ mgkes1 no wbrrant~ as to the __ _ _ : ---- I qcc~rocy M the co~tractor sµpplied data and i! is, ossurred all -dl)tO -Sh'f)Wf\ here-on hos - ~ee~ built' as! indic4ted. ' ---, -:- 12+00 SEWER CONSTRUCTION NOTES: CD 0 0 0 0 Install Cured-in-Piece Pipe Lining Within Existing Sewer (Pipe Size end Type Indicated in Profile) per Project Special Provisions. Furnish and Install 4B" Dia Manhole per CNB Std-401-L. Locate Existing Sewer Lc\erols and Re-Establish Connection to Main by Remote Cutting Device (Typ). Locate Existing Sewer Lateral ond Install New 4" PVC (SOR 35) Sewer Lateral w/Cleonout per CNB Std-406-L, Furnish and Install 8" VCP Sewer, Bedding, Backfill end Trench Resurfacing per CNB Std 105-L-A and 105-L-B, Unless Indicated Otherwise on the Pion, Remove and Reconstruct 8" VCP Sewer. Bedding, Backfill and Trench Resurfacing per CNB Std 105-L-A and 105-L-8, Unless Indicated Otherwise on the Plan. Furnish and Install 12" VCP Sewer. Bedding, Backfill and Trench Resurfacing per CNB Std 105-L-A and 105-L-B, Unless Indicated Otherwise on the Pion. Reconstruct Pavement Section per CNB Std-105-L-B to the Limits Indicated on Pion, Pipeburst Existing 8" VCP Sewer . Furnish and Install Sewer Terminal Cleanout per CNB S\d-400-L. Remove and Reconstruct Interfering Curb ond Gutter and Sidewalk and Replace per CNB Std-182-L and Std-180-L as Required to Match Existing. Furnish and Install Sewer Lateral Chimney Connection per CNB Std-40B-L. DISPOSITION NOTES: OJ Protect In Place (As Indicated) [}] Remove and Reconstruct (Item os Indicated) 0 Remove ond Dispose (Item as Indicated) ~ Abandon In Place (Item os Indicated) I ' I PROFILE SCALE Horz: Vert: 1 "=40' 1 "=8' DOUBLE VERTICAL SCALE C-3562 REVISIONS APPROVED ~N~O_.rD_A_T_E-+_B_Y-+---------------+-A_P_P_R_O_V_E-tD ~ .. J ..... ~ ..... e- Big Canyon Sewer Improvements 06 2007 KN "As Built" ~ DATE: 02/28/06 DESIGNED BY: DRAWN BY: 1--f---+--+-----------------,-----t KN KN 1--t----+--+---------------+------iCHECKED BY: DATE : KN 09/2005 Rue Grand Ducal @ Jamboree Road PLAN AND PROFILE CITY OF NEWPORT BEACH PUBIJC WORKS DEPARTMENT PROJECT NO. S-5212-S SHEET 19 OF 24 NOTE; PARKING LOT EXISTING SECTION = t+'AC/6"AB. Underground Service Alert ,OR Call: TOLL FREE 1 -800-422-4133 TWO WORKING DAYS BEFORE YOU DIG --------- ! 10+00 ----"J--··---·-----~ ·--i----------,- ! 11 • -00 BASIS OF BEARINGS: THE l£ARINGS SHOWN HEREON ARE BASED ON THE llfARING l£1W£EN O.C.S. HORIZONTAL COtilROL STATION GP.S. NO. 6249 ANO STATION G.P.S. NO. 6269, B~NG NORTH 42'56'13' \\£ST. PER RECORDS ON Fllf IN THE OFFICE OF THE ORANGE COUNlY SUIMYOR. 12 •00 13+00 BENCH MARK: 3S45-99 DESCRIBED BY OCS 1999 -FOUND 3-3/4' OCS ilJ.UMINUM BENCHMARK DISK STAMPED '3S-45-99' SET ON THE TOP NORTH COONER OF A 4.0 FT. BY 8.0 FT. COl«:ffEIE CATCH BASIN. MONUMENT IS LOCATED IN THE E.ISTERLY PORTION OF THE INTERSECTION OF MAC ARTHUR BOUlfVARD AND SAN JIWllJIN HILLS ROAD, 70 FT. SIXJTHE.ISTERLY OF THE CENTERIIIE (T MAC ARTHUR BOUlfVARO AND 165 FT. tllRTHfA51ENLY OF THE CENTIRUIE OF SAN JOAQUIN HILLS ROAD. ELEVATION = 249.400 NGVD 1929 ----- PROFJLE SCALE HORIZ. 1" =40' VERT, 1"=8' 14+00 0 40 SEWER CONSTRUCTION NOTES: FURNISH AND INSTALL 48" DIA MANHOLE PER CNB STD-401-L FURNISH AND INSTALL 12" VCP SEWER. BEDDING, BACKFILL AND TRENCH RESURFACING PER CNB STD 105-L -A AND 105-L -8, UNLESS INDICATED OTHERWISE ON THE PLAN. CONSTRUCT PAVEMENT SECTION TO THE LIMITS INDICATED ON THE PLAN. 1YPE AND DEPrn OF SECTION SHALL BE AS SHOWN ON THE PLAN. FURNISH AND INSTALL fi VCP SEWER LATERAL CHIMNEY W/ 4• VCP SEWER LATERAL PER PER CNB STD 408-L (PROVIDE 2' STUB FROM WYE AND PLUG 4" VCP). DISPOSITION NOTES; PROTECT IN PLACE (AS INDICATED) REMOVE AND RECONSTRUCT (ITEM AS INDICATED) REMOVE AND DISPOSE (ITEM AS INDICATED) ABANDON IN PLACE (ITEM AS INDICATED) N 80 --- LINE "G" NOTE: CONTRACTOR TO VERIFY JOIN POINT W/ EXIST. SEWER NOTIFY ENGINEER OF ANY DISCREPANCIES OR CONFLICTS BEFORE STARTING DOWNSTREAM CONSTRUCTION. 120 "AS BUil T'" These "As Built" plans were prepared from contractor supplied markups following construction completion. The engineer of record makes no worronty as to the accuracy of the contractor supplied data and it is assumed all data shown hereon hos been built os indicated. SCALE: 1" = 40" PREPARED BY: REVISIONS ALDEN & SSOCIATES CML ENGINEERS PLANNERS LAND SURVEYORS 2662 11HITE ROAD, SUITE B, IRVINE, CA 92614 (949) 660-0110 FAX: 660-0418 DATE BY 08/06 SK ADD CHIMNEY AT STA 12+34.25 05/07 SK RECORD DRAWINGS OFFSET MANHOLE BASE TO PROVIDE SHELVES OF EQUAL LENGTH LARGEST RADIUS POSSIBLE NOTES; DETAIL "A" NO SCALE DIRECTION OF FLOW EXIST. 1 o• VCP TO REMAIN. A=N 07"26'16" W B=N 86"38'58'' E 1. DUE TO MULTIPLE IRRIGATION, ELECTRICAL AND COMMUNICATION LINES AND THEIR RESPECTIVE APPURTENANCES NOTES fTl AND 127 ARE CONSIDERED APPLICABLE THROUGHOUT THE WORK AREA EVEN lr'NOT DlltrCTLY CALLED OUT. CONTRACTOR SHALL FAMILIARIZE ITSELF WITH LOCATIONS OF LINE, VALVES, HEADS, PULL BOXES, ETC. WITHIN THE IMMEDIATE WORK AREA. 2. CONTRACTOR SHALL MAINTAIN FLOW IN EXISTING SEWER LINES AND COORDINATE AS REQUIRED UNTIL SWITCH OVER TO NEW SEWER LINE IS ACCOMPLISHED. APPROVED APPROVED DATE: DESIGNED BY: DRAWN BY: C-3562 Big Canyon Sewer Improvements Big Canyon Country Club Clubhouse Sewer PLAN AND PROFILE PROJECT NO. 4(?C-2 PE 40496 l---+----+--+--------------+-----1 SK SK CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5212-S ' DATE t--+----+---+-----------------+------lCHECKED BY: DAT£ : DB KN 09/2005 SHEET 20 OF 24 • ::; <( ... 0 i::i <'l <Xi ... 0 0 "' -'° -o3 _c C) l1l E t D 0. ~ C ci, ~ -0 ~ D C) "' ~ ~ "' CJ) .n C C) 0 -st • --~ "' 0, C -~ l1l .I:. ~ -0 ~ D u ~ -.:: "' ~ "' CJ) --" C => ,= C D >, C l1l (.) 0, iii -0 "' ---.l'l "' -0 ·e- .9-0 I 66 I 62 --' ,--, -;- ' I I I I 111 I I I I --- ' i _I__ 6' 6 l----__,_.,__::_._, ! _J_---' i --' 54--I I _,_ I I 1 , I I 5b ' I I ' I I_-'-----'-! ------1 --~--,-, I I ' I I __ , -(s" vc~ 7s=P ob3) - I , r-: ' i I ' ' ---- ;B;iac~ Bay Bluff ll&~or P\1/Q V!ista IDel-\lela) ! 1 ! 1Mf1H08~371 tlo MlilH~ij~~72 ---,-' -------I I,-,--,-----I j I ! ---,-- 10+00 11 +00 :--ffi6i , I --5-8- §-4-- --50 --__ , __ _ i I ,-,---- 12+00 Back Bay Bluff (630' N/O Vista Del Vela) 40 0 ~ ' -' l ; .. , . ' -' --_I __ --- -s / ,~ s ~--- .• • t '· -, Y¾ ~ --- 40 80 160 _1 __ , ____ ~I SCALE: 1"= 40' ~* E,p. 12/J1 ~~ c1v11.- ~or Cl\\.\ 70 -, 6;6- 62 58- m -"' ,a- l 0 OJ 0 0 + 1 :r: 0 :r: ~ :>' I ', Tl -+ I I I I I I I I I I -1-1 I I -----II--- I I I I I I : -I I , ------ 'I i --i I ~jlk---: , --ll_ --'---- __ c •-, > 01 C ---, - ' -,-,----- llack Bay Bl~ff (1050' WJO !East a,uff Dr) MHHOB_ 429 to MHHOB_ 430 -• -----#-JI-·---;,,'---s "' ·• 10+00 11 +00 -70 ·--66 ' ! 12+00 .·~ _. ,------~- _, -.,_,_____, ----- • ; . ~::, \--L_'_.; r~ ~ ~ . ..'":.~ . . I 'I", • ·' • ~-- Back Bay Drive (1050' W/O East Bluff Dr) \ \ \ \ \ --,-- -•-:-- ' i --, -----,----- ' --_: i ' - ' ---' : ___ : -'--------1-;-, __ i__ ! ,~iiiiiiii!o .... --1-..... -+-iiiiil--..-il--"""""-----..iiiiiiii ! ! . , I : -.. .-$ IBUIL!T'~ , - L . Jh!lse "As Built" pldn-1, were ~rewored frorh contractor supplied markups ~ollpwing I -construction -completions--'fhe e~gineer-ofl---i record makes no worr<mty as t9 the__ _I ___ ,_ , qccuraqy q,f the contractor supplied ddito ! and I -1 -it is mlsu,jrred-oll djlto-shown hereon hasi -1- -I -~een b~ilt; as! i_n~ico;tec:;L_ __ i i ' ' I , • I T ' ' ! PROFILE SCALE Horz: SEWER CONSTRUCTION NOTES: Vert: 1·=40' 1 "=4' CD 0 0 0 ® 0 Install Cured-in-Place Pipe Lining Within Existing Sewer (Pipe Size and Type Indicated in Profile) per Project Special Provisions. Furnish and Install 48" Dia Manhole per CNB Std-401-L. Locate Existing Sewer Laterals and Re-Establish Connection to Main by Remote Cutting Device (Typ). Locate Existing Sewer Lateral and Install New 4" PVC (SOR 35) Sewer Lateral w/Cleanout per CNB Std-406-L Furnish and Install 8" VCP Sewer. Bedding, Backfill and Trench Resurfacing per CNB Std 105-L-A and 105-L-B, Unless Indicated Otherwise on the Pion. Remove and Reconstruct 8" VCP Sewer. Bedding, Backfill and Trench Resurfacing per CNB Std 105-L-A and 105-L-B, Unless Indicated Otherwise on the Pion. Furnish ond Install 12" VCP Sewer. Bedding, Backfill and Trench Resurfacing per CNB Std 105-L-A and 105-L-B, Unless Indicated Otherwise on the Pion. Reconstruct Pavement Section per CNB Std-105-L-8 to the Limits Indicated on Pion. Pipeburst Existing 8" VCP Sewer. Furnish and Install Sewer Terminal Cleanout per CNB Std-400-L Remove and Reconstruct Interfering Curb and Gutter and Sidewalk and Replace per CNS Std-182-L and Std-180-L as Required to Match Existing. Furnish and Install Sewer Lateral Chimney Connection per CNB Std-408-L DISPOSITION NOTES: OJ Protect In Place (As Indicated) [I] Remove ond Reconstruct (Item as Indicated) [2J Remove ond Dispose (Item as Indicated) ~ Abandon In Place (Item as Indicated) C-3562 PREPARED BY : REVISIONS APPROVED 1-N~O~.+-D_A_T_E-+-_B_Y-+-------------+-A_P_P_R_O_V_E-1D '"1~~ .4 ~ -- Back Bay Drive Sewer Improvements N C I Nolan Consulting, Inc 26901 Camino de Estrella, Suite D Capistrono Beach, California 92624 Ph: 949.240.7555 fox: 949.240.0755 Civil Engineering and Project Managemf#l1t 06 2007 KN "As Built" ---f-'9- DATE: 02/28/06 DESIGNED BY, DRAWN BY: 1-------i1----+--+-----------------+-------I K1' KN -t--+------------------1------.l'CHECKED BY:KN DATE Qg/20DS Back Bay Dr (1000• w/o East Bluff) Back Bay Dr (700' n/o Vista Del Vela) PLAN AND PROFILE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PROJECT NO. S-5212-S SHEET 21 OF 24 78- 74- ' i I r01- ! I I I ' 66i- i s2:-.- ! ' ts -, ! m 0 + N 0 0 ~ ' ' ' "'- ®@ Fum,s19 -& --Install 96.0-lcF <l" Vi;:P 12+00 Cut & Plug .S 224 "'- i i jApR>rox Fijnis~ Surf(:]ce i@ ~xist ~ide!walk -------.---,-----.-- 1 I I-, ~--1 ,- ! ----; --- ,.____ ' ------;- --------- ' --@-@ l'urnish--~-Il'l-istol,I -1 j 4.$ lfC-<l"-VGP-,,ewer ' I i i : ~ine ''A)l' Profile I ! I I ! I I i i ' • ______ , ' ' ' • Location and •· st Sewer and C \ 11 -,, 1 ' l 220!. ~( . . - ---!_ --' 11 +00 20 40 80 I l~~~I SCALE: 1"= 20' -0 0 I 212 _! __ _ --1 62 . ' 58 -, 54 -+-- -· 5Cl -.... -----w ... 90 -- 86 - 82 - 10+00 I 12 90.25 Rim-CO fl !J.JJ lW - \ Verify Location and \ El~v bl House Latera1I-,=-:-- a~d Connect 78 - 74 lO-- 66 62 Verify 2' c1ir Min of Wall w/Ar<lhitect ' • Q u O@ 0-t'l> t,-_ _f -la' Verify 178.25 Rin;i-dO . 12, \ 1 o,' fropos~d . __.--:::?--Houise Ad~iticjn By Others, _ "'E B4]D HDR y-- Ar1~rox Exist Grade ' ' R/W! I \ \ \ \ 2· \ 4" \Cleanout \ --\-- 1-/edt)' lo_cm:ion & Elev of Proposed --5-ew·er :toterof\c 1 d c' t \ on ____ ~□ne_c \ \ -tC~nc o. "' lO .,,:> -<.0-£_ __ - Furnish m,d--lnstall 68-LI'" 4" PVC (SDR 3ci)--Se\v_,,r ldter~I Laterar Profile -21-s-Kings Prace II "'' ' 1;"'. a "' L C: w ·-0 _J _J °' ---, 0 CO ,0\ 0 0 , + + y S'.1=-~o_, ~ •isLGos _____ _ Verify Location ,<c~ -~"' -- ;<o'"k· ,---- "AS BUILT" -__ ,_ I ' ' i ' I --t----1 ' I I I i ! j 4"] cIean0u-t---@+90,-0 Rim:-+ I ' ' " I. w A?ju~t tp 6 Aboye Gra~e ! ' ' : ~o -'. ---=1-1 lJ_ erlf~ ,Locjotitjn andj El1>v of - • -£;-><1st Srwer and ,Connect ' ' . 86--- 82 - 7-8~- 74 -70•-+- f::16 ' ,- :_ ---' 92 -i -- __ iJ:h!lb<" _1"A,,_! B_uilt" plans were prepared 'froin _ !-__ contradtar' supplied markups following • con6trJctii>n completion. -The-engin-e-,,r--of rec~rd ! mdkes no warranty as to the ; occµraby bf /he contractor supplied data and . it is a!asufnelJ all data shown -hereon hos ------ beeh ~uilti as indicated. ' I i\-~- \' -\· - ' ' -!-----\ __ \ . --\ -- : ~ i ' ' ' \ -. \ -<i:-\ ~ \ '' \; ---:\- '! • \ Apprdix . I Exist 1 --craae --------0 Fljrnish pnq lnfilall 72 ~F , 4, PVC -:s-B,R--JJ5-; :S-ewerLdt~pI- : i : : ~ate~all Ptofile • , ! ~O Kjn,s !•••ce : ! (Lqterpl Pro,ile i O 1224 Simil~r)i ' ---I > C: ___ I ____ - - _,_ -- --; 11 +00 10+00 PROFILE SCALE _, ·:\ -? (JC < <, ~';i, :a•, -,,-' . - -0 ' ' -. ,:,. - ' 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 Manage,nent ---S MH '1 ' ~~ \JI \ \JI SEWER CONSTRUCTION NOTES: 0 0 @ Install Cured-in-Place Pipe Lining Within Existing Sewer (Pipe Size ond Type lndicoted in Profile) per Project Special Provisions. Furnish and Install 48" Dia Manhole per CNB Std-401-L. Locate Existing Sewer Laterals and Re-Establish Connection to Moin by Remote Cutting Device (Typ). Locote Existing Sewer Lateral and Install New 4" PVC (SDR 35) Sewer Lateral w/Cleonout per CNB Std-406-L. Furnish and Install e· VCP Sewer. Bedding, Backfill and Trench Resurfacing per CNB Std 105-L-A and 105-L-B, Unless Indicated Otherwise on the Plan. Remove and Reconstruct 8" VCP Sewer. Bedding, Backfill and Trench Resurfacing per CNB Std 105-L-A and 105-L-B, Unless Indicated Otherwise on the Pion. Furnish and Install 12" VCP Sewer. Bedding, Backfill and Trench Resurfacing per CNB Std 105-L-A and 105-L-B, Unless Indicated Otherwise on the Plan. Reconstruct Pavement Section per CNB Std-105-L-B to the Limits Indicated on Pion. Pipeburst Existing 8" VCP Sewer. Furnish ond Install Sewer Terminal Cleonout per CNB Std-400-L. Remove ond Reconstruct Interfering Curb ond Gutter ond Sidewalk ond Replace per CNB Std-182-L and Std-180-L as Required to Match Existing. Furnish and Install Sewer Lateral Chimney Connection per CNB Std-408-L . DISPOSITION NOTES: OJ Protect In Place (As Indicated) [II Remove and Reconstruct (Item as Indicated) [I] Remove and Dispose (Item as Indicated) 0 Abandon In Place (Item as Indicated) Horz: Vert: 1 "=20' 1 "=4' DOUBLE VERTICAL SCALE C-3562 REVISIONS APPROVED ,_N_O_.+--D_A_T_E-+-_B_Y-+---------------+-A_P_P_R_O_V_ED---1 "'7~~ .J ,. e 06 2007 KN "As Built" + ~ Back Bay Bluffs CLIFF DRIVE SEWER EXTENSION DATE: 02(28/06 DESIGNED BY, DRAWN BY, l--+---+--+---------------+------1 KN KN l---+-----+--+-----------------+-------1CHECKED BY, DATE • KN 09/2005 PLAN AND PROFILE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PROJECT NO. S-5212-S SHEET 22 OF 24 • • \ \ 88 ! -,- 84 -· - 80 "76 j/2 68 60 • • • _,_ -,- ---,----- -,- -: ----- ' C 0 -0 -(/] 1 10+00 . . , A -,'. \ -' }~, ' : : ------------, -- I ', I I I I -, --- ,--------~- 11 +00 • l ■ Approx Finished _ --f Surface ____ --- ------ s~o.011 ---- > C Exist :s" VCP Sewer Beyorid jProtect) 0 I " N 1 Cl :r: ::;; . ,1 11 Iii I I I I ii I I I I 11 1, I I I I I I I I I 1-I I I I I I I I I p I I 1-I, , -- LJ Exist 1 lZ" VCP /Sewer (Pniltect) -88 -84 -80 -76 -72 -68 i ·r---I I ---i--- --,-----' i ---'--: -----:-- --------- F'urnisn & Install 15;0 ~F 12" VCP Sewer +I '° N 12+00 0 s 13+00 • 14+00 I . _.,. (/) 6i6:, _,. • ~- ,,~1 w .. • ~ ; -. nlflll.._·!'\.i. · ......... , • 'f ...•• rh• -. - •• 8" VCP Sewer 15+00 & r'-;7"a....,,"'-'f';,;;i'-;,;,,~:,..,;,.;la:....ce ~ • -~ 6-4 -60 • ·.; ~~)i.".,,,.-'' ~.,;.»,i., -~ • ' Exist 8" VCP Sewer . ' ' -,--- : ------- ,---- "AS BUILT" ! ' : n I .,. ' ' ! • _ Th!o.S.e . As , Bu,Ji plons .were -Pr:l!R.O.rlJ.d fr.o_rh. , • • cionl!ractor; supplied ,markups following I --constr□ctitjn-chompietion. l"he engineer ofl , r~!OQJ:.c:I mllke_§i no _\'i.Q_IT<rnty __ <1_s tc, __ the ' , occllrocy M ~he contractor supplied data ion~ --;t-is:-ossmtTed -all· ·d1Jto -,;hown hereon hos I ' been built' os I indicated. ------! : ' ' : PROFILE SCALE Horz: 1 n=4Q' Vert: 1 n=4' SEWER CONSTRUCTION NOTES: CD ® 0 0 ® 0 Install Cured-in-Place Pipe Lining Within Existing Sewer (Pipe Size and Type Indicated in Profile) per Project Special Provisions. Furnish and Install 48" Dia Manhole per CNB Std-401-L. Locate Existing Sewer Laterals and Re-Establish Connection to Main by Remote Cutting Device (Typ). Locate Existing Sewer Lateral and Install New 4" PVC (SDR 35} Sewer Lateral w/Cleonout per CNB Std-406-L. Furnish and Install 8" VCP Sewer. Bedding, Backfill and Trench Resurfacing per CNB Std 105-L-A and 105-L-B, Unless Indicated Otherwise on the Pion. Remove and Reconstruct 8" VCP Sewer. Bedding, Backfill and Trench Resurfacing per CNB Std 105-L-A and 105-L-B, Unless Indicated Otherwise on the Plan. Furnish and Install 12" VCP Sewer. Bedding, Backfill and Trench Resurfacing per CNB Std 105-L-A and 105-L-B, Unless Indicated Otherwise on the Pion. Reconstruct Pavement Section per CNB Std-105-L-B to the Limits Indicated on Pion. Pipeburst Existing 8" VCP Sewer. Furnish and Install Sewer Terminal Cleanout per CNB Std-400-L. -~Exist s-~-s--- s---s---s s ,~ s I s s s s Remove and Reconstruct Interfering Curb and Gutter and Sidewalk and Replace per CNB Std-182-L and Std-180-L os Required to Match Existing. SMH s Sr s ~ s s s 1 ' Exi,;t 1 2" VCP Sewer I Furnish and Install Sewer Lateral Chimney Connection per CNB Std-408-L. PREPARED BY : N C I ::~•im~::~~~!i~~f~te'~c Capistrano Beach, California 92624 Ph: 949.240.7555 fax: 949.240.0755 Civil Engin-ring and Project Managenrent DISPOSITION NOTES: OJ Protect In Place (As Indicated) IT] Remove and Reconstruct (Item as Indicated) [I] Remove and Dispose (Item os Indicated) 0 Abandon In Place (Item as Indicated) REVISIONS APPROVED ,_N~O--+. _D_A_T_E__,_B_Y--+---------------+A_P_P_R_O_V_E---1D ~ __ J w e 07 2007 KN "As Built" ~ DATE: 02/28/06 DESIGNED BY: DRAWN BY: o--+-----+--<-----------------+------< KN K~ o--+-----+--<-----------------+------<CHECKED BY: DATE : KN 09/2005 C-3562 Sewer Improvements Superior Avenue Sewer Extension @ Ticonderoga Street PLAN AND PROFILE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PROJECT NO. S-5212-S SHEET 23 OF 24 LEGEND: l • ~ ® ➔ (8) © ® W1-6(R): W4-2(L): <1J> W11-1: Wl6-1: EXISTING SIGN NEW SIGN AND POST TYPE TWO BARRICADE TYPE THREE BARRICADE W20-1: C2(B): (CA Code) C20(B): (CA Co<le) C20(L): (CA Code) ROAD WORK AHEAD BIKE LANE CLOSED 8/K~ LANE '-CLOSED' HEA ~ ~ ANY ED AO C27: (CA Code) C30: (CA Code) R3-18: /a~ ~7 LANE '-CLOSED "-, TICONDEROGA ST. 350" MERGE TAPER \r--~~===='---•/="-~========--l ___ ~~~"'_-,_lCc;u.1',."-><" ... -:1 __ L----. <E-. ll RJ-18 • R;J-18 • 1 • • • ~ • • • • I I -• ~ ➔ j -S-~ -➔-• • ,/ ,....-C2(B) NO P/1.Rk/NG ANY fM[ TO TICONDEROGA ST. U-TURN I r~, AT HOSPITAL RD. DRI\IEWA·, TO \Ill I /\ BAc30A 5" LETTERING BLACK ON ORANGE SIGNFACE. TO BE POSTED DURING CLOSURE. (REMOVE OR COVER SIGN DURING NON-WORKING HOURS) 160' SHIFT TAPER @ 20: 1 CONTRACTOR SHALL NOTIFY ALL AFFECTED RESIDENTS REGARDING LEFT 1\JRN CLOSURES AT LEAST 1 WEEK PRIOR TO CONSTRUCTION. DELINEATOR WITH WHITE REFLECTIVE TAPE ARROW BOARD SIGNALIZED INTERSECTION DIRECTION OF TRAVEL RELOCATE BUS STOP COVER EX. CONFLICTING SIGN DURING CONSTRUCTION POST NO STOPPING SIGNS 50 0 50 100 GRAPHIC SCALE 1" ~ 50' SUPERIOR 150 ' G20-2 AVE. TRAFFIC REQUIREMENTS: Superior Ave_: Maintain min_ on-e lone of traffic in each direction during workirig hours. Prohibit left turns wh-en in conflkt with construction and when left turn visibility is restricted by construction. Working Hours : to be approved by City of Newport Beach All open excavations on pubilc streets shall be bock-fii1ed or steel-plated (anti-skid plates) for traffic to the satisfaction of City Engineer outside the working hours. Traffic shall be restored to normal conditions during non-working hours_ TRAFFIC CONTROL PlAN GENERAL NOlES: A. It is the responsibility of the contractor performing work on a public street to install and maintain the traffic control devices as shown herein, os well as any such additional traffic-control devices as may be required to insure the safe movement of traffic and pedestrians through or around the work area and provide maximum protection and safety to construction workers. B. l'.11 delinectors shall be equipped with reflective band at night time. C. The contractor shall five working days m detour. notify City of Newport Beach at least advonce of Implementing any construction D_ All signs, delineotors, barricades, etc. and their installation shall conform to the State of California Standard Specifications latest edition and the Manual of Uniform Traffic Control Devices (MUTCD) 2003 Edition ond California Supplement and the Work Area Traffic Control Handbook (WATCH, latest Edition). £ City of Newport Beach reserves the right to observe these troffic <::onlrol pluris in U'.S-e ond to m<Jke any necessary changes as field conditions warrant. Any changes shall supersede these plans and be done per MUTCD witr, the approval of City Engineer. Revised traffic control plans may be required by City. Exact location of all equipment and traffic control devlces shall be determined by the Engin€er_ F. Contractor shall notify Orange County Transportation Authority (OCTA) at (714) 265-4330 or any other affected transit services at least five working days prior to construction. G. All traffic control devices. stripes, markings. legends and rais<>d pavement markers shall conform to 2003 MUTCD end California Supplement, Standard Plans, and Standard Specifications (most recent edition) H. All traffic control devices shall be kept in their proper position at all times, and shall be repaired, replaced, or cleaned as necessary to preserve their appearance and continuity. REVISION PLANS PREPARED BY: I. All traffic lanes shall ltave a minimum of 5 feet clearance from open excavations and a minimum of 2 feet from verticar obstructions_ J. Contractor shali provide floggers as deemed necessary by Engineer K. Contractor shall notify all affected residents and businesses five working days prior to construction. L All advanced warning signs shall be equipped with flags during day time working hours and with warning lights at night. M Traffic signals 5holl remain \11 operation ot ol1 times. Signal operation during each construction phase shall be coordinated with and approved by the City Engineer. N. Ploce oddit1onol "LANE CLOSED" (C30) signs on Type 11 barricades at 150 foot intervals throughout extended work areas in each lane that is closed Install "OPEN TRENCH" (C27) signs whenever an open excovation area exists adjacent to \he traveled way. 0. All tEmporcry traffic control devices shell be removed following completion of each construction stage and the µerrnunenl \ruffle control devices shall be restored by the contractor at end of each work day. P Contractor shall replace/repair oH damaged striping with temporary striping or raised pavement markers at end of working day. each 0. Contractor shall comply with the requirements of the American Disability Act Accessibility Guidelines and with the California Accessibility Guidelines as related to pedestrian access and shall maintain pedestrian access at all times per ADA requirements. Sidewalk closure/detour shall comply with the WATCH standards R Con tractor shall cover or remove oil conflicting signs. S. Contractor shall post "symbol" uneven lanes, "Steel Plates Ahead'' or "Bump" signs, for pavement surface disruptions of 1 /2 ,n or greater. Pavement disruptions of 1 in. or greater shall have beveled edge of four(4) horizontal to one(!) "'erticoL T. Contrnctor sl1all install "CAUTION STEEL PLATES AHEAD" and/or "ROUGH ROAD" signs in advance of steel plate bridging. SIGNS: (ALL SIGNS SHALL BE REFLECTORIZEO AND OF STANDARD SIZE. WORK AREA WARNING SIGNS SHALL BE ORANGE SIGN FACE.) G20-2 C2(B) C20(L/R) C20{Bj C27 CJD W1-2(L/R) Wl-b Wl-8 W4-2 Wl 1-1 Wl 3-1 Wl6-1 W20-1 R1-1 R2-1 R3-4 R3-18 R6-1 R9-3<J R9-3b(L/R) R10-7 R81 Dll-1 END ROAD WORK BIKE LANE CLOSED ( CA Code) LEFT/RIGHT LANE CLOSED AHEAD (CA Code) BIKE LANE CLOSED AHEAD (CA Code) OPEN TRENCH ( CA Code) LANE CLOSED (CA Code) CURVE SIGN (LEFT /RIGHT) SINGLE HEAD ARROW SIGN CHEVRON ALIGNMENT SIGN PAVEMENT WIDTH TRANSITION BICYCLE SYMBOL SIGN ADVISORY SPEED LIMIT SHARE THE ROAD ROAD WORK AHEAD STOP SPEED LIM/ T SIGN NO U-TURN NO LEFT/U TURN ONE WAY NO PEDESTRIAN SYMBOL SIGN USE CROSSWALK (LEFT /RIGHT) DO NOT BLOCK INTERSECTION BIKE LANE ( CA Code) BIKE ROUTE 5" LETTERING. BLACK ON ORANGE SIGNFACE. TO BE POSTED 1 WEEK PRIOR TO CONSTRUCTION SIGN CITY OF NEWPORT BEACH w z _J :r:: u f------ <( 2 I--NO-+ ____ D:..=E:..:.SC:..:.R:..:.IP-'-TIO:..:.N ____ -+-----'D:..:.AccTE=------1 TRAFFIC CONTROL ENGINEERING, INC. 1--------T_R_A_F_F_f_C_C_O_N_T_R_O_L_P_LA_N ______ --l 231 E IMPERIAL HWY. SUITE 241 SEWER LINE CONSTRUCTION SHEET 1 OF 1 FULLERTON. CA 92835 S'UP'ERIOR AVE AT TICONDEROGA 'C'T_ l---'--------------'-------1---'(c:..7-'-14'--'-)_4,_4'..'..7_-~60;77 _F~A~X~(~7_14~)_4c..4~7_-_6-'-08~1--+----•--------·----------.._;-------1 DESIGNED BY D.K DA TE 3-2-06 Approved~ t------+----+---------t _,..--.!-::::::::;=~~-~'-=------- DRAWN BY D.C. DATE 3-2-06 City ev,p;t Beech Dote