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R_6044_S
N.T.S. MARK VUKOJEVIC, P.E., DEPUTY PWD / CITY ENGINEER C-5580 DAVID A. WEBB, P.E., PUBLIC WORKS DIRECTOR GENERAL NOTES BAY AVENUE PAVEMENT RECONSTRUCTION CONSTRUCTION NOTES 1 R-6044-S 10 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BAY AVENUE PAVEMENT RECONSTRUCTION TITLE SHEET C-5580 VICINITY MAP CONSTRUCTION NOTES SHEET INDEX N.T.S. LOCATION MAP 8T H S T 7T H S T 6T H S T IS L A N D A V E ME D I N A W A Y AN A D E S T MO N T E R O S T CO R O N A D O S T CY P R E S S S T FE R N A N D O S T AL V A R A D O P L CY P R E S S S T AD A M S S T PA L M S T LIND O A V E BAY AVENUE "I" STREET "I" STR E E T BA L B O A B L V D N.T.S. (PENINSULA POINT) BALBOA BLVD THAN TRAN FRANK RECORD DRAWINGS CITY OF COSTA MESA PROJECT LOCATIONS C' -1~,0 1/s o-? CITY OF IRVINE ~ NOT TO SCALE SYMBOL ABBREVIATIONS (IN ADDITION TO GREENBOOK SECTION 1-3.2) -0- @ ® @ l>O<J lilil lllJ lll!I ~ @ (:- I!,. p w Q Ell lllll "' ® IE] ~////d ---- ----- ---<t--- ----S---- -----w----- ---G--- --E-- --T-- -CATV- --SP-- -x-x-x- POWER POLE SEWER CLEANOUT SEWER MANHOLE STORM DRAIN MANHOLE FIRE HYDRANT WATER METER STREET LIGHT PULL BOX TRAFFIC SIGNAL PULL BOX STREET LIGHT WATER VALVE GUY WIRE SURVEY MONUMENT SIGN VAULT VENT TREE IRRIGATION CONTROL VALVE CABLE TV PULL BOX CORING LOCATION ELECTRICAL MANHOLE ELECTRICAL PULL BOX BUILDING EXISTING CONSTRUCTION PROPERTY LINE NEW CONSTRUCTION CENTERLINE SEWER LINE WATER LINE GAS LINE ELECTRICAL LINE TELEPHONE LINE CABLEVISION LINE SPRINKLER SYSTEM FENCE BLOCKWALIL CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG AB AGGREGATE BASE ARV AIR RELIEF VALVE ACP ASBESTOS CEMENT PIPE AC ASPHALT CONCRETE BC BEGIN CURVE BCR BEGIN CURVE RETURN BVC BEGIN VERTICAL CURVE BLK BLOCK CATV CABLE TV Cl CAST IRON <i. CENTERLINE CNB CITY OF NEWPORT BEACH CL CLASS CLR CLEAR C&G CURB AND GUTTER E EAST /ELECTRIC EC END CURVE ECR END CURVE RETURN EVC END VERTICAL CURVE EXIST EXISTING FLG FLANGE FE FLANGED END FL FLOW LINE FM FORCE MAIN G GAS GV GATE VALVE GB GRADE BREAK GE GROOVED END IP&T IRON PIPE AND TAG LT LEFT MAX MAXIMUM MJ MECHANICAL JOINT MIN MINIMUM NG NATURAL GROUND N NORTH NTS NOT TO SCALE NO NUMBER OG ORIGINAL GROUND PE PLAIN END PROP PROPOSED PB PULL BOX RCP REINFORCED CONCRETE PIPE RET RETAINING RT RIGHT SCH SCHEDULE s SEWER sco SEWER CLEANOUT SMH SEWER MANHOLE SHT SHEET SW SIDEWALK s SOUTH SCE SOUTHERN CALIFORNIA EDISON SQ SQUARE STL STEEL T TELEPHONE w WEST/WATER W/ WITH BASIS OF BEARINGS: PUBLIC WORKS DEPARTMENT APPROVED: _________________________ _ DATE: ______ _ LEGEND APPROVED: _________________________ _ DATE: ______ _ -NEW PCC PAVEMENT /F==:!..!:::~1 6 n~=====:; l 7 ' ' I I I 11 I I I I II [@] L __ _J L ____ _ EMERGENCY TELEPHONE NUMBERS APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2009 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 4. P.C.C. SHALL BE CLASS 560-C-3250 5. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VAULTS, WATER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE PER CITY STANDARDS. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. 6. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. 7. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER. FAILURE TO DO SO WILL PLACE RESPONSIBILITY OF THE CONTRACTOR FOR CORRECTION .. 8. ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, OR VICE-VERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. CD PROTECT IN PLACE 0 REMOVE EXIST. AND CONSTRUCT 8-INCH THICK PCC STREET PAVEMENT OVER COMPACTED SAND PER CNB STD-109-L, AND TYPICAL SECTION ON SHEET 2 G) CONSTRUCT VARIABLE DEPTH IMPORTED SAND AS NEEDED © REMOVE EXIST. AND RECONSTRUCT TYPE "B" PCC CURB PER CNB STD-1B2-L ® REMOVE EXIST. AND CONSTRUCT 4-INCH THICK PCC SIDEWALK PER CNB STD-180-L @ ADJUST MANHOLE TO GRADE PER CNB STD-111-L 0 REMOVE AND REPLACE WITH NEW WATER VALVE FRAME AND COVER TO GRADE PER CNB STD-511-L @ REMOVE AND REPLACE WITH NEW WATER METER BOX TO GRADE PER CNB STD-502-L ® REMOVE AND REPLACE WITH NEW SEWER CLEANOUT FRAME AND COVER TO GRADE PER CNB STD-406-L @) UTILITY BOX TO BE ADJUSTED TO GRADE BY OTHERS @ REMOVE EXIST. AND RECONSTRUCT CATCH BASIN TOP SLAB AND LOCAL DEPRESSION PER APPLICABLE PORTION OF CNB STD-304-L, CNB STD-305-L AND DETAIL ON SHEET 10 @ REMOVE AND REPLACE WITH NEW ELECTRICAL PULILBOX TO GRADE PER CNB STD-204-L @ REMOVE EXIST. & CONSTRUCT PCC CURB ACCESS RAMP PER CNB STD-181-L-A-D, CASE PER PLAN @ REMOVE EXIST. & CONSTRUCT PCC CURB ACCESS RAMP PER DETAIL ON SHEET 2 AND APPLICABLE PORTIONS OF CNB STD-181-L-A-D @ SAWCUT, REMOVE EXIST. & INSTALL RAISED TRUNCATED DOMES INTO EXISTING CURB ACCESS RAMP PER APPLICABLE PORTION OF CNB STD-181-L (A-D) @) REMOVE EXIST. & CONSTRUCT 6-IN THICK PCC TYPE "A" ALLEY APPROACH PER CNB STD-142-L @ INSTALL 18"X18" SEEP DRAIN AND GRATE INLET PER DETAIL ON SHEET 2 @) INSTALL #6 PULL BOX AND LID TO GRADE @) INSTALL PULL ROPE & #10 GREEN TRACE WIRE IN CONDUIT. COIL 10-FEET OF 'MRE IN EACH PULIL BOX. 'MRE CONNECTIONS SHALL BE MADE 'MTH SPLIT-BOLT CONNECTORS @) INSTALL 2-1/2" SCHEDULE 80 HOPE CONDUIT BY DIRECTIONAL BORE METHOD. SWEEPS AND STUB-UP CONDUIT INTO PULL BOX @ INSTALL 2-1/2" SCHEDULE 80 HOPE CONDUIT BY OPEN TRENCH. SWEEPS AND STUB-UP CONDUIT INTO PULL BOX @ REMOVE EXIST. AND RECONSTRUCT DRIVEWAY APPROACH TYPE I PER CNB STD-162-L @ PRUNE TREE ROOT AND INSTALL ROOT BARRIER @ INSTALL SPLICE VAULT AND LID PER SPECIAL PROVISIONS @ REMOVE AND REPLACE WITH NEW SEWER MAIN TERMINAL CLEANOUT FRAME AND COVER TO GRADE PER CNB STD-400-L @ REMOVE EXIST. DRAIN, SALVAGE GRATE @ REMOVE EXIST. BRICK AND/OR CONCRETE IN PARKWAY AND BACKFILIL 'MTH 6-IN DEEP TOP SOIL @ REMOVE EXIST. AND RECONSTRUCT TYPE "A" PCC CURB & GUTTER PER CNB STD-182-L These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. E .g- N .;-; 0 ,.,., c;, 0 "' S< ,:, i------------------------------------------1....: :, .D I Cl) f-------------------------------l"i OJ TITILE SHEET 0 TYPICAL SECTIONS AND DETAILS [_TI BAY AVE STA 42+15.00 TO STA 47+00.00 8J BAY AVE STA 47+00.00 TO STA 54+50.00 [}] BAY AVE STA 54+50.00 TO STA 59+50.00 [}] BAY AVE STA 59+50.00 TO STA 64+00.00 0 BAY AVE STA 64+00.00 TO STA 69+00.00 0 BAY AVE STA 69+00.00 TO STA 73+25.00 [}] BAY AVE SIGNING & STIRIPING PLAN [@] "I" STREET FROM BALBOA BLVD TO THE BAY REVIEWED: !Ji <( !,.., " ai ~ ... 0 "' "' BAY AVENUE TYPICAL SECTIONS AND DETAILS 2 CONSTRUCTION NOTES BAY AVE CURB ACCESS RAMP CASE "J" MODIFIED DETAIL 18"x18" SEEP DRAIN AND GRATE INLET R-6044-S 10 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BAY AVENUE PAVEMENT RECONSTRUCTION C-5580 THAN TRAN FRANK PLAN VIEW SECTION A - A A A RECORD DRAWINGS P/L 5' C P/L 5' C P/L 5' C P/L 5' C 5' 5' 25' 14' SAWCUT AS NEEDED SMOOTH TROWEL 4-IN W1DE ALONG FL 25' 14' C/L 8TH STREET TO 7TH STREET N.T.S. C/L EXIST. AC PVMT 1 25' 14' SAWCUT AS NEEDED SMOOTH TROWEL 4-IN WIDE ALONG FL 21 u 25' 14' 5' 5' =:J 5' 5' ~"'-vf7 11 11- l..j___ ,lvJ' ~ -..-,----=:J 11 L__ -- 5' 5' 25' 14' SAWCUT AS NEEDED SMOOTH TROWEL 4-IN W1DE ALONG FL BAY AVENUE 7TH STREET TO ISLAND AVENUE N.T.S. C/L ~ BAY AVENUE ISLAND AVENUE TO CORONADO STREET N.T.S. C/L 24' -30' 14' 14' -20' 14' -30' SMOOTH TROWEL 4-IN W1DE ALONG FL -11 _J_J 25' 24' -40' SAWCUT AS NEEDED ~ SAWCUT AS NEE 2 D 1 EDi\ ~ "'-vf7 1.0% 1.0% n--, -1 h_,..~,---,-==-~---,----.r--.4~--::=-==··~~-~-~,==:=;:1.1 I , . , -· . • • • . . . . .. I ' •• ' ., < ~ .. BAY AVENUE CORONADO STREET TO ADAMS STREET N.T.S. ---u 5' 5' =:J 5' 5' =:J P/L P/L P/L P/L P/L SCALE 1" = 20' 0 20 40 8' ,---------,, L _____ ---, I 11- l..j___ P/L 5' 22' C/L 20' 14' 14' 6' EPOXIED #4 SMOOTH BARS @ fa" O.C. PER STD-108-L 4-IN WIDE ALONG FL SAWCUT AS NEEDED~ SMOOTH TROWEL 1 CD 1.5% 21 rr-----, (\ -f-----_J \ _L _ . . I .. ·," < , •.. I 15' 10' BAY AVENUE ADAMS ST TO PALM ST N.T.S. C/L ~ "I" STREET P/L 15' 10' 5' BALBOA BOULEVARD TO THE BAY N.T.S. * FROM 10+36.50 TO 11 +50.00 II +NE R/N ii ~ VAR II 12" 1'11DE GROOVES7 \ : : FULL CURB HEIGHT JOIN EXIST. 4" W1DE, VAR. C~~I. " RETAINING CURB . I ~ix I R /W, ;;J ~ "' ~~--'L1'~~~~27:%~L_l~l--!PR51A~VE~ME~N~T ------I ~ \' .. , \ st-JOINT, BCR ~ MAX. 15 $ ~,lee -t ---§ FULL CURB HEIGHT SMOOTH TROWEL .L ____ ---~, •oc ":1 P/L 14-l------------------------N.T.S. NOTES: -SEE CNB STD-181-L FOR OTHER REQUIREMENTS -USE MIRROR IMAGE OF DETAIL FOR NE CORNER Ci) PROTECT IN PLACE CI) REMOVE EXIST. AND CONSTRUCT 8-INCH THICK PCC STREET PAVEMENT OVER COMPACTED SAND PER CNB STD-109-L, AND TYPICAL SECTION ON SHEET 2 G) CONSTRUCT VARIABLE DEPTH IMPORTED SAND AS NEEDED © REMOVE EXIST. AND RECONSTRUCT TYPE "B" PCC CURB PER CNB STD-182-L ® REMOVE EXIST. AND CONSTRUCT 4-INCH THICK PCC SIDEWALK PER CNB STD-180-L @ REMOVE EXIST. & CONSTRUCT PCC CURB ACCESS RAMP PER DETAIL ON SHEET 2 AND APPLICABLE PORTIONS OF CNB STD-181-L-A-D @ INSTALL 18"X18" SEEP DRAIN AND GRATE INLET PER DETAIL ON SHEET 2 @ INSTALL 1/6 PULL BOX AND LID TO GRADE @) INSTALL PULL ROPE & #10 GREEN TRACE 1'11RE IN CONDUIT. COIL 10-FEET OF WIRE IN EACH PULL BOX. WIRE CONNECTIONS SHALL BE MADE 1'11TH SPLIT-BOLT CONNECTORS @) INSTALL 2-1 /2" SCHEDULE 80 HOPE CONDUIT BY DIRECTIONAL BORE METHOD. SWEEPS AND STUB-UP CONDUIT INTO PULL BOX @ INSTALL 2-1/2" SCHEDULE 80 HOPE CONDUIT BY OPEN TRENCH. SWEEPS AND STUB-UP CONDUIT INTO PULL BOX @ REMOVE EXIST. AND RECONSTRUCT TYPE "A" PCC CURB & GUTTER PER CNB STD-182-L These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. THICKENED EDGE I' I CURB FACE'"'\ ii THICKENED EDGE\ ~-I PAVEMENT jl ' J • II ~ I .,, I I I I f-----+--+--~-+--+1 '---18"~ • N -L '----28" -~-11 N.T.S. I I I, l_j I I I I I I I I EISEL ENTERPRISES 18"X18" DRAIN BOX, 12" DEPTH WITH FRAME AND BASE, OR APPROVED EQUAL, W1TH HOT-DIPPED GALVANIZED ADA, TRAFFIC GRATE (ADA1818 GRATE) PAVEMENT (ALL SIDES) -• 0 ~12"¢ x 24" DEEP PERFORATED PVC PIPE W/ PERFORATED CAP AT BOTTOM N.T.S. @>--------------N. T. S. •- ~ D I -:I\ m ~ I >, i m 1 ill ~ ~ I ~ C ~ m m ~-----------------------------~--------~------------------------------------------1" 60 NO. DATE DESCRIPTION OF REVISIONS APPROVED REVIEWED: ~ C d, (.11_ j -t~-... ~ a ANDY TRAN, RCE 63670 .c 1--S_EN_I_OR_C_IV~IL_E_N_G_IN_EE_R_-+-------------------------------1! DESIGNED: DRAWN: -;;, FTT FTT 1----------1 :;; DA~ ~ CHECKED: AT 12/22/2014 SHEET OF ------------------------------------------------------------------------------------------------------------------------------------------------------------------.;,: R-6044-S 10 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BAY AVENUE PAVEMENT RECONSTRUCTION C-5580 THAN TRAN FRANK BAY AVENUE SCALE: 1" = 20' R-6044-S 10 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BAY AVENUE PAVEMENT RECONSTRUCTION C-5580 THAN TRAN FRANK 7TH ST TO 8TH ST 3 BAY AVENUE 7TH ST8TH ST 45+0044+00 46+0043+0042+00 47+00 CONSTRUCTION NOTES ALLEY PROP. PROFILE @ LEFT EP/FL EXIST. PROFILE @ LEFT EP/FL PROP. CL PROFILE EXIST. CL PROFILE PROP. PROFILE @ RIGHT EP/FL EXIST. PROFILE @ RIGHT EP/FL 7.00 6.00 8.00 7.00 6.00 8.00 7.00 6.00 8.00 7.00 6.00 8.00 7.00 6.00 8.00 7.00 6.00 8.00 RECORD DRAWINGS "' x N n z+ "' co r--. ~ "' N r--. ... "' r--. +"' 0.17% ·--u. , .... ~o 0.14% 0 "' 0 "' + ,,., 0 ... "' "'? . r--. .... ,-.: 0 0 0, ,.::. +,_. ... "' r--. t I, II II t I II I I I I ' 0 "' - r--. N "' "' + "' ... ,-.: 0, N '---" 0.16% 0 + ,,., "' ,-.: 0 N 0 r--. "' 0.17% 0.14% N c,, 0 0 0 N "' 0) 0 "' 0 + '. '2 r--. N N 0 00 +- .... 0 ... N 0 0 ,,., ,-.: 0 +"' "' r--. - - \ ·u.vo/,J r--. N ,,., N , 0 --' 00 00 +o SCALE: Ci) PROTECT IN PLACE CI) REMOVE EXIST. AND CONSTRUCT 8-INCH THICK PCC STREET PAVEMENT OVER COMPACTED SAND PER CNB STD-109-L, AND TYPICAL SECTION ON SHEET 2 G) CONSTRUCT VARIABLE DEPTH IMPORTED SAND AS NEEDED © REMOVE EXIST. AND RECONSTRUCT TYPE "B" PCC CURB PER CNB STD-182-L ® REMOVE EXIST. AND CONSTRUCT 4-INCH THICK PCC SIDEWALK PER CNB STD-180-L ® ADJUST MANHOLE TO GRADE PER CNB STD-111-L @ REMOVE AND REPLACE WITH NEW WATER METER BOX TO GRADE PER CNB STD-502-L @ UTILITY BOX TO BE ADJUSTED TO GRADE BY OTHERS @ REMOVE EXIST. & CONSTRUCT PCC CURB ACCESS RAMP PER CNB STD-181-L-A-D, CASE PER PLAN @ REMOVE EXIST. & CONSTRUCT 6-IN THICK PCC TYPE "A" ALLEY APPROACH PER CNB STD-142-L @ INSTALL 18"X18" SEEP DRAIN AND GRATE INLET PER DETAIL ON SHEET 2 @ INSTALL /16 PULL BOX AND LID TO GRADE @) INSTALL PULL ROPE & #10 GREEN TRACE WIRE IN CONDUIT. COIL 10-FEET OF WIRE IN EACH PULL BOX. WIRE CONNECTIONS SHALL BE MADE WITH SPLIT-BOLT CONNECTORS @) INSTALL 2-1/2" SCHEDULE 80 HDPE CONDUIT BY DIRECTIONAL BORE METHOD. SWIEEPS AND STUB-UP CONDUIT INTO PULL BOX @ INSTALL 2-1 /2" SCHEDULE 80 HDPE CONDUIT BY OPEN TRENCH. SWIEEPS AND STUB-UP CONDUIT INTO PULL BOX @ REMOVE EXIST. AND RECONSTRUCT DRIVEWAY APPROACH TYPE I PER CNB STD-162-L @ PRUNE TREE ROOT AND INSTALL ROOT BARRIER 0-----------+-------------+-------------+-------------+-------------+------------+-------------,f-------------+-------------+-------------+--------< HORIZ: 1 "=20' 0-----------+-------------+-------------+-------------+-------------+------------+-------------,f-------------+-------------+-------------+--------< - - - 0 0 co PB 1 I Ir ' I STA 42+22.00 BEGIN CONSTRUCTION 18 ~ -N r--. 0, -r--. r--. -r--. V "' r--. t--1 -I 0 r--. 0, 0 ,.._ ,.._ R -0 ,.._ VERT: 1 "=2' These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may hove been incorporated into these plans as a result. E n_ "' "' "' ::, .0 I "' <I ~ < !., □ ml (/) ... .... 0 "' 5 ~ < !., □ (D I ~ ... 0 <D 5 (/) f-w w g: :J-o, " ·c: Q) Q) -~ □' " ,;!:!, ~----------------------------------------~----------~---------------------------------00 REVIEWED: 0 < ~ I '.::: No, 62845 ;:; ANDY TRAN, RCE 63670 ~ r... • Exp. QSll'i.116 ""' SENIOR CIVIL ENGINEER 8: ,-,,ri,.-~, 11 1-----------+--------------------------------1/ I I I ~'f./V\--~•,-.: DESIGNED: DRAWN: i" -I ~" FTT FTT "' 20 or c~1.1'<<s 1----------t=i, 40 CHECKED: DATE: , ---------------------------------------------------------------------------------N□_. ___ D_A_TE _ _._D_Es_c_R-IP-Tl-□N_□_F_R_E_v1_s1_o_Ns ____________ A_P_P_R_ov_E_D._ _______________ A_T ___ 1_2_/2'..,2.,l,_'.20_1_4 ______________________ ._s_H-EE_T ___ □_F __ .. .;.: SCALE: 1" = 20' BAY AVENUE STA 47+00 TO STA 54+50 4 BAY AVENUE BAY AVENUEALLEY ALLEY 6TH ST LINDO AVE CONSTRUCTION NOTES R-6044-S 10 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BAY AVENUE PAVEMENT RECONSTRUCTION C-5580 THAN TRAN FRANK RECORD DRAWINGS w 0 0 . 0 0 a (") rt " I-"'It ,.,_ WC( -W1-00 ::c Cl) Cl) WW GA~ w :1!!: - Cl) ...I ::c 0 I-I " 1 <( " :E I (5 X 1 w 18 -0 <D 0 0 ,-.. LJ □ C Jl ~ (/) I 'Li 'L-+-- L □ I I " 1 CE G)w 614 9) I ~ /g CJ lnlDD □I ID D Fl I <,,,;Ji c::> ~ / l I ','r.. I ® ® (19X20) ClJ iii ClJ iii ...- iii N -"' 5 19 20 \ • \l .. -ei 0 20 20 40 40 ~ ~ ~ I:!,,, -w G)w w I 0 iii -t ""'" 1 WY IOJf ClJ 0 "' 604 [Ql I I , I ~ "' REF DWG. NO: R-5895-S, R-5906-S 60 NO. DATE DESCRIPTION OF REVISIONS 5 v 0 "' APPROVED 0 0 "' Ci) PROTECT IN PLACE ® REMOVE EXIST. AND CONSTRUCT 4-INCH THICK PCC SIDEWALK PER CNB STD-180-L @ INSTALL 1/6 PULL BOX AND LID TO GRADE @) INSTALL PULL ROPE & #10 GREEN TRACE WIRE IN CONDUIT. COIL 10-FEET OF WIRE IN EACH PULL BOX. WIRE CONNECTIONS SHALL BE MADE WITH SPLIT-BOLT CONNECTORS @ INSTALL 2-1/2" SCHEDULE 80 HDPE CONDUIT BY DIRECTIONAL BORE METHOD. SWIEEPS AND STUB-UP CONDUIT INTO PULL BOX These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may hove been incorporated into these plans as a result. REVIEWED: ANDY TRAN, RCE 63670 SENIOR CIVIL ENGINEER DESIGNED: DRAWN: FTT FTT CHECKED: DATE: AT 12 22 2014 SHEET OF C 0 L ~ - E ~ ., .,, .;; I ., --.. 0 .,, --.. m 0 ~ '" ~ ~ D I "' "'i m > < I >, ,lj V) .... .... 0 <O 5 m > < I >, ill J, .... .... 0 ~ 'vi w w "' >-V) ---m C L m m C m C ;,I-0 0 < ;3- 'O m L 0 .c !!)-'"' ID o,_ ---"' L m "' ::, ---,;,: R-6044-S 10 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BAY AVENUE PAVEMENT RECONSTRUCTION C-5580 THAN TRAN FRANK BAY AVENUE SCALE: 1" = 20' R-6044-S 10 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BAY AVENUE PAVEMENT RECONSTRUCTION C-5580 THAN TRAN FRANK STA 54+50.00 TO STA 59+50.00 5 BAY AVENUEISLAND AVE ANADE ST MONTERO ST 58+0057+00 59+0056+0055+00 CONSTRUCTION NOTES ALLEY SAW CUT & JOIN STA 10+25.00 SAW CUT & JOIN STA 10+25.00SAW CUT & JOIN STA 10+25.00 ISLAND AVE PROP. PROFILE @ LEFT EP/FL EXIST. PROFILE @ LEFT EP/FL PROP. CL PROFILE EXIST. CL PROFILE PROP. PROFILE @ RIGHT EP/FL EXIST. PROFILE @ RIGHT EP/FL 7.00 6.00 8.00 7.00 6.00 8.00 7.00 6.00 8.00 7.00 6.00 8.00 7.00 6.00 8.00 7.00 6.00 8.00 RECORD DRAWINGS Ci) PROTECT IN PLACE :?, co Wco g LO lO ~ (',,J O O o o i5 / 0 0 co O Lt) o m .... ..L Lf) + co ::i: LO Lf) r---q (0 9 LO Lf) 0~ O"J O LO_i_ co Lf) ~ 0 co '2 ~ + I !'2 0 r---Lf) r---0 l-------------:-.,.H':-::'------l!!i-.!--,:Fl---''----------:'!;+"s.'--=:'-1'-----------",+'--hs,-----------_+-t'c+----------__J¥+-/¥~;,/j-------------:::;,~;B+-----+/+---------c_~_+. -------------'~'f-h~----------±J-"--?----<$-J=-'4-. --------.;,+.,--:+----------"--'-I CI) REMOVE EXIST. AND CONSTRUCT 8-INCH THICK PCC STREET PAVEMENT OVER COMPACTED SAND PER CNB STD-109-L, AND TYPICAL SECTION ON SHEET 2 G) CONSTRUCT VARIABLE DEPTH IMPORTED SAND AS NEEDED Lf) • ~ 0 LO r-,.'. LO I'---CD tO I'---• ii'5 ~ r---NI) r-,.'. , -, -C() CO r-.. Lt) r-.. O'l r--. CD + • -, -:, LO (.!) tn LO ~ I' ..L I'"---tn LO .-.;::; LO LO (.!) Ol r-,.'. -0.57% -co r-.: ~ 0 +"" ..,. ,.._ ro -· r-.: ~ o.n ,.._ ~ 0.22% oo + ,.._ "' N ,.._ ON + "' ;;, r-.: ~ r 0.13% u . ...,,.. 0 0.1u/o :r: ;;, a. :r: •. ,.._ -co <D 00 "' ,.._ ,1, "' r-.: ~ ..,. ,.._ 0 ,.._ + <D r-.: ~ ON +"' ,,, r-.: 0.22% 0.16% ~ ~ I 0.14% "' ,.._ 0 0 LO ccP. (0 co ....,:LO .....,: "' + "' ..,. r-.: ,.._ ,.._ "' oo ~ "' ,.._ ,.._ "' ..,_ ,.._ u,..,170 u. 1..,,0 j 0 "' 0.21% ..,_ ,.._ "' ,.._ + "' "' r-.: ~ :r: 0 0 + ,.._ "' a. :r: co "' N ,.._ r-.: ~ -0.22% r-.: ~ 0 + co a:, r-.: "' ,.._ "' ..,. +"' in -co "' 0.15% . ,.._ 0 ci +o 0, ,.._ ID 0 0 ,.._ 0 "' 0, r-.: "' ( 0.22% SCALE: 0 "' 0 0, r-.: "' 0., r-.: ~ 0 .,-, N T •• 0, ,.._ © REMOVE EXIST. AND RECONSTRUCT TYPE "B" PCC CURB PER CNB STD-182-L ® REMOVE EXIST. AND CONSTRUCT 4-INCH THICK PCC SIDEWALK PER CNB STD-180-L @) UTILITY BOX TO BE ADJUSTED TO GRADE BY OTHERS @ REMOVE AND REPLACE WITH NEW ELECTRICAL PULLBOX TO GRADE PER CNB STD-204-L @ REMOVE EXIST. & CONSTRUCT PCC CURB ACCESS RAMP PER CNB STD-181-L-A-D, CASE PER PLAN @ REMOVE EXIST. & CONSTRUCT PCC CURB ACCESS RAMP PER DETAIL ON SHEET 2 AND APPLICABLE PORTIONS OF CNB STD-181-L-A-D @ SAWCUT, REMOVE EXIST. & INSTALL RAISED TRUNCATED DOMES INTO EXISTING CURB ACCESS RAMP PER APPLICABLE PORTION OF CNB STD-181-L (A-D) @) REMOVE EXIST. & CONSTRUCT 6-IN THICK PCC TYPE "A" ALILEY APPROACH PER CNB STD-142-L @ INSTALL 18"X18" SEEP DRAIN AND GRATE INLET PER DETAIL ON SHEET 2 @) INSTALL 1/6 PULL BOX AND LID TO GRADE @) INSTALIL PULL ROPE & #10 GREEN TIRACE WIRE IN CONDUIT. COIL 10-FEET OF WIRE IN EACH PULL BOX. WIRE CONNECTIONS SHALL BE MADE WITH SPLIT-BOLT CONNECTORS @ INSTALL 2-1/2" SCHEDULE 80 HDPE CONDUIT BY OPEN TRENCH. SWEEPS AND STUB-UP CONDUIT INTO PULL BOX @ REMOVE EXIST. AND RECONSTRUCT DRIVEWAY APPROACH TYPE I PER CNB STD-162-L @ PRUNE TREE ROOT AND INSTALL ROOT BARRIER @ INSTALIL SPLICE VAULT AND LID PER SPECIAL PR0"1SIONS @ REMOVE EXIST. DRAIN, SALVAGE GRATE @ REMOVE EXIST. BRICK AND/OR CONCRETE IN PARKWAY AND BACKFILL WITH 6-IN DEEP TOP SOIL ------------+-------------+-------------+-------------+-------------+-------------+----------------,f-------------+-------------+-------------+-----------< HORIZ: 1 "=20' ------------+-------------+-------------+-------------+-------------+-------------+----------------,f-------------+-------------+-------------+-----------< I 311' t--1 -I 0 REF DWG. NO: R-5989-S {SHEET 2/6) VERT: 1 "=2' These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. E n_ ro 0 ,.._ ::, -" I "' <I ~ < !., □ ml (/) ..,. ..,_ 0 <D 5 ~ < !., □ (D I ~ ..,. 0 <D 5 (/) f-w w g: :;!- □' " ·c: Q) Q) .~ □' " ,;!!, ~----------------------------------------~----------~---------------------------------00 REVIEWED: 0 < ~ I '.::: No. 62845 ;:; ANDY TRAN, RCE 63670 ~ r... • Exp. QSll'i.116 ""' SENIOR CIVIL ENGINEER 8: ,-,,ri .. -~, 11 1-----------+--------------------------------1/ I I I ~'f./V\-·~•,..: DESIGNED: DRAWN: i" -I ~" FTT FTT "' 20 or c~1.1'<<s 1----------1:::i. 40 CHECKED: DATE: , ---------------------------------------------------------------------------------No_. ___ D_A_TE _ _._D_Es_c_R-IP-TI-ON_o_F_R_E_v1_s1_o_Ns ____________ A_P_P_R_ov_E_D._ _______________ A_T ___ 1_2_/2'..,2.,l,_'.20_1_4 ________________________ s_H_EE_r ___ o_F __ .. .;.: R-6044-S 10 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BAY AVENUE PAVEMENT RECONSTRUCTION C-5580 THAN TRAN FRANK BAY AVENUE SCALE: 1" = 20' R-6044-S 10 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BAY AVENUE PAVEMENT RECONSTRUCTION C-5580 THAN TRAN FRANK STA 59+50.00 TO STA 64+00.00 6 BAY AVENUEMEDINA WAY ALVARADO PL CORONADO ST CORONADO ST 63+0062+00 64+0061+0060+00 CONSTRUCTION NOTES MEDINA WAY SAW CUT & JOIN STA 10+26.50 PROP. PROFILE @ LEFT EP/FL EXIST. PROFILE @ LEFT EP/FL PROP. CL PROFILE EXIST. CL PROFILE PROP. PROFILE @ RIGHT EP/FL EXIST. PROFILE @ RIGHT EP/FL 7.00 6.00 8.00 7.00 6.00 8.00 7.00 6.00 8.00 7.00 6.00 8.00 7.00 6.00 8.00 7.00 6.00 8.00 RECORD DRAWINGS +"' 0, ,-: "' -. 0 "' 0 ch ......,: "' 0.41% 0 ..-, N oo +N (0 0 +N 0 ,-: - 0 "' - <.!) / "' ,-: ~ + N 0 .- ID / I 0 + "' 0 0 r--,'. + "l O r--ID / ·u . ...,,,o "' (0 +o ;:;; <Xl ~o 0 ,-.. <D + ;::: I/') 01 0 -· + ..---- ID 0 -. o~ 0 N +C'-11,{)c...J 0 r--,: ± "' ID ~ r-- , l ',. <D N N C. +"l -r-- 0 ..,. N C. ·U.LL7, 0 0 u;, <Xl u-5 O'l(O r-..: ~o r ~ <Xl [L ON Cl. :r: 0 "' N "' <Xl ~ r-- , II II II II I, II II ,_ ' ' ' II II II ' U.1u,10 0 "' +- r-- + ' N r-- 0 + "' N r--- [L 0 '---: 0 5, N + N "' ,-.. +- <D 0 (0 <D 00 +-"' ,-.. (0 0 ..,. + <O 0 .... +- <O + 0 "" .• m "' 0 ci l 0.16%) 0.12% 0 .... <Xl +o '-" 0.171" r-- 0 "' (0 :.: 0 "' ,-.. <D 8 <D 0 +o <D :__, <.!) 0 (0 "' +o ID - ..,. r-- "' 0 N +- "' SCALE: Ci) PROTECT IN PLACE CI) REMOVE EXIST. AND CONSTRUCT 8-INCH THICK PCC STREET PAVEMENT OVER COMPACTED SAND PER CNB STD-109-L, AND TYPICAL SECTION ON SHEET 2 G) CONSTRUCT VARIABLE DEPTH IMPORTED SAND AS NEEDED © REMOVE EXIST. AND RECONSTRUCT TYPE "B" PCC CURB PER CNB STD-182-L ® REMOVE EXIST. AND CONSTRUCT 4-INCH THICK PCC SIDEWALK PER CNB STD-180-L ® ADJUST MANHOLE TO GRADE PER CNB STD-111-L ® REMOVE AND REPLACE WITH NEW SEWER CLEANOUT FRAME AND COVER TO GRADE PER CNB STD-406-L @) UTILITY BOX TO BE ADJUSTED TO GRADE BY OTHERS @ REMOVE AND REPLACE WITH NEW ELECTRICAL PULLBOX TO GRADE PER CNB STD-204-L @ REMOVE EXIST. & CONSTRUCT PCC CURB ACCESS RAMP PER CNB STD-181-L-A-D, CASE PER PLAN @ REMOVE EXIST. & CONSTRUCT PCC CURB ACCESS RAMP PER DETAIL ON SHEET 2 AND APPLICABLE PORTIONS OF CNB STD-181-L-A-D @ INSTALL 18"X18" SEEP DRAIN AND GRATE INLET PER DETAIL ON SHEET 2 @ INSTALL 1/6 PULL BOX AND LID TO GRADE @) INSTALIL PULL ROPE & #10 GREEN TRACE WIRE IN CONDUIT. COIL 10-FEET OF WIRE IN EACH PULL BOX. WIRE CONNECTIONS SHALL BE MADE WITH SPLIT-BOLT CONNECTORS @ INSTALL 2-1/2" SCHEDULE 80 HDPE CONDUIT BY DIRECTIONAL BORE METHOD. SWIEEPS AND STUB-UP CONDUIT INTO PULL BOX @ INSTALIL 2-1 /2" SCHEDULE 80 HDPE CONDUIT BY OPEN TRENCH. SWIEEPS AND STUB-UP CONDUIT INTO PULL BOX @ REMOVE EXIST. AND RECONSTRUCT DRIVEWAY APPROACH TYPE I PER CNB STD-162-L @ REMOVE EXIST. DRAIN, SALVAGE GRATE @ REMOVE EXIST. BRICK AND/OR CONCRETE IN PARKWAY AND BACKFILL WITH 6-IN DEEP TOP SOIL ------------+-------------+--------------+-----~-------+-------------+-------------+----------------,f-------------+-------------+--------------+-----------< HORIZ: 1 "=20' ------------+-------------+--------------+-------------+-------------+-------------+----------------,f-------------+-------------+--------------+-----------< N N t---I -I 0 27 -0 "' REF DWG. NO: R-5989-S {SHEETS 3, 4/6) VERT: 1 "=2' These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. E n_ ro 0 r-- ::, -" I "' <I ~ < !., □ ml (/) ..,. ..,. 0 "' 5 ~ < !., □ (D I ~ ..,. 0 <D 5 (/) f--w w g: :;!- □' " ·c: Q) Q) -~ □' " _;!:l-~----------------------------------------~----------~---------------------------------00 REVIEWED: 0 < ~ I '.::: No. 62845 ;:; ANDY TRAN, RCE 63670 ~ r... • Exp. QSll'i.116 ""' SENIOR CIVIL ENGINEER 8: ,-,,ri,.-~, 11 1-----------+--------------------------------1/ I I I ~'f./V\--~•,-.: DESIGNED: DRAWN: i" -I ~" FTT FTT "' 20 or c~1.1'<<s 1----------t=i, 40 CHECKED: DATE: , ---------------------------------------------------------------------------------No_. ___ D_A_TE _ _._D_Es_c_R_IP-TI-ON_□_F_R_E_v1_s1_o_Ns ____________ A_P_P_R_ov_E_D._ _______________ A_T ___ ,_2_/2'..,2.,l,_'.20_1_4 ______________________ ._s_H_EE_T ___ □_F __ .. .;.: R-6044-S 10 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BAY AVENUE PAVEMENT RECONSTRUCTION C-5580 THAN TRAN FRANK BAY AVENUE SCALE: 1" = 20' R-6044-S 10 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BAY AVENUE PAVEMENT RECONSTRUCTION C-5580 THAN TRAN FRANK STA 64+00.00 TO STA 69+00.00 7 BAY AVENUE CYPRESS S T FERNAND O S T 67+0066+00 68+0065+0064+00 69+00 CONSTRUCTION NOTES ALLEY SAW CUT & J O I N STA 10+2 5 . 0 0 ALLEY CY P R E S S S T PROP. PROFILE @ LEFT EP/FL EXIST. PROFILE @ LEFT EP/FL PROP. CL PROFILE EXIST. CL PROFILE PROP. PROFILE @ RIGHT EP/FL EXIST. PROFILE @ RIGHT EP/FL 7.00 6.00 8.00 7.00 6.00 8.00 7.00 6.00 8.00 RECORD DRAWINGS t Ci) PROTECT IN PLACE -I, CI) REMOVE EXIST. AND CONSTRUCT 8-INCH THICK PCC STREET PAVEMENT OVER COMPACTED SAND PER --: 0 II 0 CNB STD-109-L, AND TYPICAL SECTION ON SHEET 2 co ,,-; 0 0 N G) CONSTRUCT VARIABLE DEPTH IMPORTED SAND AS NEEDED 0 "' N 0 co + "' "' "' + "' II a ,.._ 0 "'"' "' .,; ';' "' + -+ -"' -+ -"' -~ 0 "' "' 0 ~ -~ --0 "' © REMOVE EXIST. AND RECONSTRUCT TYPE "B" PCC CURB PER CNB STD-182-L ... ,.._ "' -II "' ,.._ "' <O + co + ;::: 0) r---cS -+ ,-.: <ii ,.._ 0 ;::: "' "' "' "' "' + rn rn "' ,.._ "' ,.._ ± Ln~ "' ,i', ·-' ® REMOVE EXIST. AND CONSTRUCT 4-INCH THICK PCC SIDEWALK PER CNB STD-180-L 0.13% -v.vL~ ---' 1 -0.22% CD <O <0CO "' "' "' c., -n..307. 9e "' -~ --~ -c., U.LU/0 ® ADJUST MANHOLE TO GRADE PER CNB STD-111-L "' ~ ,.._ N "' ---00 (j) REMOVE AND REPLACE WITH NEW WATER VALVE FRAME AND COVER TO GRADE PER CNB STD-511-L r--,-,.._ -. "' --,-.: ,.._ 0 ----"' ,.._ 0 !?< --,.._ ® REMOVE AND REPLACE WITH NEW SEWER CLEANOUT FRAME AND COVER TO GRADE PER CNB -"' "' <O ---STD-406-L @) UTILITY BOX TO BE ADJUSTED TO GRADE BY OTHERS @ REMOVE AND REPLACE WITH NEW ELECTRICAL PULLBOX TO GRADE PER CNB STD-204-L @ REMOVE EXIST. & CONSTRUCT PCC CURB ACCESS RAMP PER CNB STD-181-L-A-D, CASE PER PLAN I @ REMOVE EXIST. & CONSTRUCT PCC CURB ACCESS RAMP PER DETAIL ON SHEET 2 AND APPLICABLE 11 PORTIONS OF CNB STD-181-L-A-D @ REMOVE EXIST. & CONSTRUCT 6-IN THICK PCC TYPE "A" ALILEY APPROACH PER CNB STD-142-L :r: II a a. 00 0 -0 ~ 0 ...J ,.._ @ INSTALIL 18"X18" SEEP DRAIN AND GRATE INLET PER DETAIL ON SHEET 2 a N "' 0 + N "' "' II -N "' ... 0 ,,-; 0 :e "' + N ,-.: ± Q "' 0 + -"' -· + + -0 "' ... "' Q --0 -@ INSTALIL /16 PULL BOX AND LID TO GRADE ~ "' -<O If "' <O ,-. it ,.._ r!. + co + "" 00 ,-, + co r--"' ·-' co 00 "' "' "' "' "' @) INSTALIL PULL ROPE & #10 GREEN TRACE WIRE IN CONDUIT. COIL 10-FEET OF WIRE IN EACH PULL e "' ;n <D "' V. If /0 , -· .. c., V -CD '.? 0.38% ~ n11o/. c., BOX. WIRE CONNECTIONS SHALL BE MADE WITH SPLIT-BOLT CONNECTORS --. . --"' ... -@) INSTALIL 2-1 /2" SCHEDULE 80 HDPE CONDUIT BY DIRECTIONAL BORE METHOD. SWEEPS AND "' N ,-.: "' ... ' ---. -. --e --,.._ ,---,.._ "' -· "' <Xi co ..,. STUB-UP CONDUIT INTO PULL BOX ---,.._ ,.._ @ INSTALIL 2-1/2" SCHEDULE 80 HDPE CONDUIT BY OPEN TRENCH. SWEEPS AND STUB-UP CONDUIT "' ,,i --= -INTO PULL BOX @ PRUNE TREE ROOT AND INSTALL ROOT BARRIER @ REMOVE AND REPLACE WITH NEW SEWER MAIN TERMINAL CLEANOUT FRAME AND COVER TO GRADE PER CNB STD-400-L @ REMOVE EXIST. BRICK AND/OR CONCRETE IN PARKWAY AND BACKFILL WITH 6-IN DEEP TOP SOIL I a. I- 0 co I 0 0 ...J re:: -0 0 "' 0 "' 0 "' 0 0 -0 -" 0 "' + "' ,-: + ,.._ I J:, ,-: + N 0 "' ... "' 0 -,:0 ,.._ "' co 0 + "' 0 ,:I-"' '? "' ± 0 "' ... ,-: "' "' "' + + 0 -' 0 0 0 "' I -"' "' ,-: 5-co ,.._ 00 ,.._ "' ,.._ "' ,-: n o ,,,, n ---"' -"' -"' c., 0.09% 0.05% c., . . . . . --. . --"' --... ,.._ "' ---~· N "' -"' "' -r--r----'----: "' --: co --r--r--r---"' --"' SCALE: ------------+------------+-------------+--------------+-------------+------------+-------------,f--------~----+------------+-------------+--------< HORIZ: 1 "=20' ------------+------------+-------------+--------------+-------------+------------+-------------,f-------------+------------+-------------+--------< I 5 9 5 j 0, f;? STREET CL INT. 65+41.33 BAY AVE. 10+00.00 FERNANDO ST 66+16.23 AP , t--1 -1 0 66+59.50, 30'R 7.14 FL (7.14 FL) 1-1 20 40 'b (',...1 9', X' 2.....,_1) ,,. STREET CL INT. 67+53.49 BAY AVE. 10+00.00 CYPRESS ST REF DWG. NOS: R-5989-S {SHEET 6/6), D-5086-S NO. DATE DESCRIPTION OF REVISIONS APPROVED VERT: 1 "=2' These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. REVIEWED: ANDY TRAN, RCE 63670 SENIOR CIVIL ENGINEER DESIGNED: DRAWN: FTT FTT CHECKED: DATE: AT 1212212014 SHEET OF C □ ~ " E n_ "' 0 r-- "' -::::_ 0 "' '-.. "' 0 rn " " +J ::, .0 I "' < I Q) > < !., □ rn I (/) ... ... 0 "' "' ./ Q) > < !., □ rn I (/) ... ... 0 "' "' ./ (/) f-w w "' f-(/) ./ rn C ·c: Q) Q) -~ rn C ,;!:!, 0 0 < u ./ " Q) ~ □ .c (/) ./ ,. rn a. ./ "' ~ Q) "' :::, ./ .;,: R-6044-S 10 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BAY AVENUE PAVEMENT RECONSTRUCTION C-5580 THAN TRAN FRANK BAY AVENUE SCALE: 1" = 20' R-6044-S 10 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BAY AVENUE PAVEMENT RECONSTRUCTION C-5580 THAN TRAN FRANK STA 69+00.00 TO 73+25.00 8 BAY AVENUE ADAMS ST ADAMS ST PALM ST PALM ST 72+0071+00 73+0070+0069+00 CONSTRUCTION NOTES PROP. PROFILE @ LEFT EP/FL EXIST. PROFILE @ LEFT EP/FL PROP. CL PROFILE EXIST. CL PROFILE PROP. PROFILE @ RIGHT EP/FL EXIST. PROFILE @ RIGHT EP/FL SAW CUT & JOIN STA 10+23.50 STA 9+78.00 7.00 6.00 8.00 7.00 6.00 8.00 7.00 6.00 8.00 7.00 6.00 8.00 7.00 6.00 8.00 7.00 6.00 8.00 RECORD DRAWINGS 0 ..----...... 0 +......,_ ~{O OLO ~ ....... 1---------------;;~"'-----------------,;,-t,_,;-------------------,~H-"~:!-------H-------~~ . r.o r---R co -0.16% I a "' ... ~OQOO a .+ ....... (0~ co a, c:i _n .:nOJ" sj- "' a .,; N ..., r::: cci Q a, a, '-" n no.P "' ,.._ ...f a --' I Ci) PROTECT IN PLACE CI) REMOVE EXIST. AND CONSTRUCT 8-INCH THICK PCC STREET PAVEMENT OVER COMPACTED SAND PER CNB STD-109-L, AND TYPICAL SECTION ON SHEET 2 G) CONSTRUCT VARIABLE DEPTH IMPORTED SAND AS NEEDED © REMOVE EXIST. AND RECONSTRUCT TYPE •s• PCC CURB PER CNB STD-182-L ® REMOVE EXIST. AND CONSTRUCT 4-INCH THICK PCC SIDEWALK PER CNB STD-180-L ® ADJUST MANHOLE TO GRADE PER CNB STD-111-L (j) REMOVE AND REPLACE WITH NEW WATER VALVE FRAME AND COVER TO GRADE PER CNB STD-511-L @ UTILITY BOX TO BE ADJUSTED TO GRADE BY OTHERS @ REMOVE EXIST. & CONSTRUCT PCC CURB ACCESS RAMP PER CNB STD-181-L-A-D, CASE PER PLAN @ REMOVE EXIST. & CONSTRUCT PCC CURB ACCESS RAMP PER DETAIL ON SHEET 2 AND APPLICABLE PORTIONS OF CNB STD-181-L-A-D @) SAWCUT, REMOVE EXIST. & INSTALL RAISED TRUNCATED DOMES INTO EXISTING CURB ACCESS RAMP PER APPLICABLE PORTION OF CNB STD-181-L {A-D) @ INSTALL 18"X18" SEEP DRAIN AND GRATE INLET PER DETAIL ON SHEET 2 @ INSTALL 1/6 PULL BOX AND LID TO GRADE LL1 0 LO +m a..--.. o...-NLO l----------~Q'?-f~---------------<Oi',f,e,------------~05 .. i-,,,------,ef-------------f,;!-l--o=~---------O...f,tcol-c=--------j·E\~•+---J'°fil,~cr---<-'2f------------------,.N~m;.;-__________ ---l-,n-f-1'~<-------------c~+"-~<0?-. ___ _,.+'>J..,.o..;...... ______ 1--------------1--------l---l + CO + OCI -+ r---LO r--, + COo U"J N 00 •-~ U) LO ...._ • .e, N r-,. I"") r---f" ..._:.. @) INSTALIL PULL ROPE & #10 GREEN TRACE WIRE IN CONDUIT. COIL 10-FEET OF WIRE IN EACH PULL BOX. WIRE CONNECTIONS SHALL BE MADE WITH SPLIT-BOLT CONNECTORS @ INSTALL 2-1/2" SCHEDULE 80 HDPE CONDUIT BY OPEN TRENCH. SWEEPS AND STUB-UP CONDUIT INTO PULL BOX O'l CO o, co ..:.. + ,,.: o ~+ CO + LO ,! ,,.: + ' -ID f""-. .._.... ......,_ ...__., a ..,.. ,.._ a "' 'a 0, ,-.: "' <X) "' a r--r-- ,n N 0, ,-.: "' "' "' -0.07% ' + 0, a a a:, a '° r-- m r-- Ii + a + a a "' .... + a "' = "' "' a, ~ <X) "' ,.... a "' oN.., r--,:m cn_o 0 + 0 .+ . ....... co..----co ,.._ "' "' ·LI.Lo% -a, -0.17 0 Q .,; N ,n -"-< ,.._ "' (Il (.!) ::::.- Q- "' "' J 0, . "' a a "' N <O ,.._ . r--- 0.13% a "' ,::: N ,-.: r-- r--- 0.03% "' ,-.: - ::s ,.._ :c a ..., ,.._ ,.._ (.!) m (.!) ----- a ..., @ REMOVE EXIST. AND RECONSTRUCT DRIVEWAY APPROACH TYPE I PER CNB STD 162 L SCAL -------------+--------------+--------------+-------------+-------------+-------------t----------------i-------------+--------------+--------------+-----------< HORIZ: 1 "=20' -------------+--------------+--------------+-------------+-------------+-------------t----------------i-------------+--------------+--------------+-----------< 5 230SF "' :;: ,.._ :;: 0, :;: 5 SBC 10 ~ a 0 od <X) + m "' (19X21) 22 ..., N ..,.. ~ a 0 '4 6 ,.._ "' N ..,.. 22 10 CE 0 "' t---1 -I 0 1 OST ..., a LO "' a "' REF DWG. NO: R-5656-S 1 OST 4 i!l VERT: 1 "=2' I VJ <( 0 I These Record Drawings have been prepared based on information submitted, in part, by others. While this informotion is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporoted into these plans as a result. E n.. m a r-- ::, .0 I "' <Cl ~ <( !., □ ml VJ .... .... a "' 5 ~ < !., □ (Il I ~ .... a "' 5 U1 ,.... w w g: :;!- □' " ·c: Q) Q) -~ □' " _;!:l-~---------------------------------~---------~----------------------------------------------00 REVIEWED: 0 < ~ I '.::: No. 62845 ;:; ANDY TRAN, RCE 63670 ~ r... • Exp. QSll'i.116 ""' SENIOR CIVIL ENGINEER 8: ,-,,ri,.-~, 11 i------------+-----------------------------------1/ I I I ~'f./V\-·~•,-.: DESIGNED: DRAWN: i" -I ~" FTT FTT "' 20 or c~1.1'<<s 1----------t=i, 40 CHECKED: DATE: , ---------------------------------------------------------------------------------No_. ___ D_A_TE _ _._D_Es_c_R_IP-TI-ON_o_F_R_E_v1_s1_o_Ns ____________ A_P_P_R_ov_E_D._ _______________ A_T ___ 1_2_/2'._2_1_'.20_1_4 ______________________ ._s_H-EE_T ___ o_F __ .. .;.: CORONADO ST CORONADO ST BAY AVENUE 8TH STREET TO PALM STREET 9 BAY AVENUE BAY AVENUE ALLEY ALLEY 6TH ST LINDO AVEALLEY CONSTRUCTION NOTES SIGNING & STRIPING PLAN CYPRESS ST CY P R E S S S T ADA M S S T MEDINA WAY MONTERO AVE MEDINA WAY ALVARADO STANADE STISLAND AVE ALLEYISLAND AVE 7TH ST ALLEY PARKING STALL MARKING DETAIL 8TH ST BAY AVENUE FERNANDO ST PALM S T ADAM S S T PALM S T ALLEY R-6044-S 10 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BAY AVENUE PAVEMENT RECONSTRUCTION C-5580 THAN TRAN FRANK GENERAL SIGNING & STRIPING NOTES SIGN "B" MONDAY 8 30 AM 12 30 PMTO SIGN "A" TUESDAY 8 30 AM 12 30 PMTO s-A 47+77.c;: 0 = Gll'·I : JR [i 1·,1 i'-P <11-1 G BcCII·, 0 \/'vl-"#RKI\C I I .I ii, I ~I /'·1·\ ,. , I \..>-' 0 ,",-j ....... ,,'L-1 y ,, .. / ' ILU_I b IIC 0 0 0 0 Ir-+ IUL <N ~u U)d <t 3: 1-o w_J will z ro d lJ.l :i:: w t)Ul I-< ~ 1 . .i-.,11 s1c;N \J:;, SH!IF'll·.J; M•,J) ='.l\\i'i[\_/-'-~T l·kAl;.<I\JC;:-~ SI Al I -w I\ A:-:c:;,~n; . .'.\\J:T w1-1 Tl - =A.LI-Cfi•ll.0. 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"30 lvl \ _ l;II-7A'v -8 GF\;I'' S-c'._L BE STE .CILED 'i,Hl-c j Le lclio. ,~-~) 1I\JS-A. • /" '1\/ ff 11 VIS n I ITY ~R'.;::S\1/A r; \1\n 1/" C':RCSS I I.L.-:-;1 I (i:; ~· SPA][-..JC ,,-., ·?~< INS-A. I , 7" s-c;=i r1.,t? ·,_/ ::0 1I·-I'' ' L ''•Rill-I(" 'IA cf' L'c AL +f'c"\ \ __ .. -:/ ~' ,>-\_ _,..,, ' ~ ~ ,__ .. ·' ' -•• '-' • / ...... (,J.J: 1-: f-ll.AC LXSll[ .. j(_; ~~:;r-~ \'/1111 l·~L'N ~)l'.;~.J .4(j (_)IIC)'-//I-..J '--;; -- (,-;-;) R-I,AC'i, ,XIST Sl-~1I & P,J,- /·-;::, --- ' ~ ' ~ -I_::;' 1I\J:, A, I \-v1/ Sl1_,\ ,y Pu:)T \_. r-, 1: .. :~_) ~)::_Ill.AC::_ ti.SI 1(JSI V1/ 1---j l'-l::_1/1/ Ui\JIS ~.11~,I <Y.:ll PARKING STREET SWEEPING R30A(CA) (L/R) \TC I _,) ttd PARKING STREET SWEEPING R30A(CA) (L/R) j ,~ -'-r T 7----r \cc- 1 I 20 I 20 I i -----------~---------- -------------~--------__l_ '\, '-----c:u rn , :.c, '.-p:;-.1I AQ.0:,IS o I I/; -'ALI-,! ,_ 1,1 I o A\JJ 1-.i.AI-.J, fc::C:::_ i)jJ /C ,;UllH Cl"ilL ell'._: l!cc a' C C •;:; f------~-----f--------------------------~------------' CL IJFS OIFIJ: I, F. A '/,'f\J: - I I f R-6044-S 10 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BAY AVENUE PAVEMENT RECONSTRUCTION C-5580 THAN TRAN FRANK "I" STREET SCALE: 1" = 20' R-6044-S 10 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BAY AVENUE PAVEMENT RECONSTRUCTION C-5580 THAN TRAN FRANK BALBOA BLVD TO THE BAY (PENINSULA POINT) 10 "I" STREET NEWPORT CHANNEL BALBOA BLVD 12+0011+00 13+0010+00 CONSTRUCTION NOTES E. BAY AVE EXIST. LEFT FL PROFILE PROP. CL PROFILE EXIST. CL PROFILE PROP. RIGHT FL PROFILE EXIST. RIGHT FL PROFILE E. BAY AVE 7.00 6.00 8.00 7.00 6.00 8.00 7.00 6.00 8.00 7.00 6.00 8.00 7.00 6.00 8.00 7.00 6.00 8.00 CATCH BASIN TOP SLAB RECONSTRUCTION PLANTER / STREET END DETAIL SEE PLANTER / STREET END DETAIL PROP. CL PROFILE EXIST. CL PROFILE RECORD DRAWINGS :!::5;::: 1..:......., z·+ n 00.....,: - V>o ~ -t01:---l o::::;- +- 0 --r--~ --- 0 V)V) <O LL LL + <00 0 "4N n •--- ::::;-r 0 +m ~ 0 ~~ + o.-, -NN -~ ,- /, II II I I I I I I I I I ~ cri +-N r-- -- -- - --- --- >-' ~ V) V) V) Xil'j L.J + !!1 <O =-r--: r-: 0 ~ ~ >-' ~ ~a X, LL G... .... -.,_ z+ mm =-<O <O ~ r--r--+ r-- ,-- I,-- ~ II 0 t;__~ II 0 * --N "'a, II CDtci II 0.30% r I + a / "' r-- >-' VlO r, C) (/)tf) xo a.. ~ LL.. LO LL LL.. W r-• _J <.O lO + CX) (/'JC) N LO X~--. SCALE: Ci) PROTECT IN PLACE CI) REMOVE EXIST. AND CONSTRUCT 8-INCH THICK PCC STREET PAVEMENT OVER COMPACTED SAND PER CNB STD-109-L, AND TYPICAL SECTION ON SHEET 2 G) CONSTRUCT VARIABLE DEPTH IMPORTED SAND AS NEEDED CD REMOVE EXIST. AND RECONSTRUCT TYPE "B" Pcc CURB PER CNB srn-1s2-L ® REMOVE EXIST. AND CONSTRUCT 4-INCH THICK PCC SIDEWALK PER CNB STD-180-L ® ADJUST MANHOLE TO GRADE PER CNB STD-111-L @ UTILITY BOX TO BE ADJUSTED TO GRADE BY OTHERS @ REMOVE EXIST. AND RECONSTRUCT CATCH BASIN TOP SLAB AND LOCAL DEPRESSION PER APPLICABLE PORTION OF CNB STD-304-L, CNB STD-305-L AND DETAIL ON SHEET 10 @ REMOVE EXIST. AND RECONSTRUCT TYPE "A" PCC CURB & GUTTER PER CNB STD-182-L REMOVE TOP@ #4 EPOXY COATED REBAR @ 12" O.C., ~MIN. 6° EMBEDED INTO EXIST WALLS REINFORCEMENTS /PER STD-305-L EX. CB -----1,.....--,1,/'----, -.-. . ✓ .• ·.1 .-.. - ------------+------------+-------------+-------------+-------------+------------+--------------,f-------------+------------+-------------+--------< NOTES: SEE STD-305-L FOR ALL OTHER REQUIREMENTS SEE STD-304-L FOR LOCAL DEPRESSION HORIZ: 1 "=20' ------------+------------+-------------+-------------+-------------+------------+--------------,f-------------+------------+-------------+--------< / / / BASIS OF BEARINGS: / / / I I , , I I I I I I I I I I I I I 7 I I I I / A~ / , , I I I I I I I I I I ,t II I ~ ,t I ,t ,; I ,t I ,t f' I ,; I f' I 4' f' I ,; I ,; I / ,; li7 ,; / I H II BEARINGS ARE BASED ON THE BEARING BETWEEN ORANGE COUNTY SURVEYORS CONTINUOUS GLOBAL POSITIONING STATIONS "TRAK" TO "FVPK" BEING N67'14'53.8"W COORDINATES SHOWN ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM (CCS83), ZONE VI, 1983 NAD, (2007.00 EPOCH). -- .,, V -- STREET CL INT. STA 10+00.00 "I" STREET = 17+70.83 BALBOA BLVD STA 10+22.00 t BEGIN CONSTRUCTION lD C/) i/l C r-->-' 1----!(7')---:~zF--".i·oC:-o --~ .. C/J (_;') -- (3 X 2) 28 502 -- 1618 VAULT 1 © I I I I ' - -- /!~ J\ !\ 1617 28 DEPRESSED C&G ~ . I ··.. 1 1-·/. ', ------ C&G 1 0 to! ,-g f-- 0 "°' _J f1 z 5 ~U[ "' ,::: a_ +oi~ +to 506 -Z -L.J 1701 -1..1 -a, . I., p I :. I ,J I '' I --' ---- VERT: 1 "=2' @--------------N.T.S. -- ---- ~ 0 C&G 1 RED BRICK SW "" ...J -~ -"' r·,~.,,._~~-=="""1=="'"1"""'\==-==-=-=,,--~ ~------- - - 1 TEL (3 X 2) i--\\ LC) \\ c..J I ' --., ----- C& 1 I --.._ These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. I I I I I I > . _c: -.I --- SCALE: 1 "=5' ------( '#' v V'#" V '----••• SEAWALL WERE REPAIRED BY SURFSIDE RESTORATION IN JULY 2015 -....__, ~ - I I I ' ' E n_ N .., ,.: ::, -" I "' <, ~ < !., □ ml (/) v v 0 <O 5 ~ < !., □ (Il I ~ v 0 <D 5 (/) f--w w g: :;!- □' " ·c: Q) Q) -~ □' -------" -" REF. DWG. # R-6030-S ,;!:J, ~-~~---~------------------------~--------~----------~---------------------------------00 REVIEWED: 0 < ~ I BENCH MARK: -N 62845 = ANDY TRAN, RCE 63670 ~ ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYORS BENCH MARK "NB1-4-71 ", A 3 3/4" i.a, • E,p0·0.,,,,w.11s ~ SENIOR CIVIL ENGINEER m ALUMINUM DISK SET IN THE TOP OF A 4 INCH BY 4 INCH CONCRETE POST LOCATED IN THE ,-,,,,.-1:1 ,1 1-----~----+------------------------------~ souTHEAST coRNER oF THE INTERSECTION oF >-I --1 1--1 I ~~·1:1v1-~,J DESIGNED: DRAWN: ~ F STREET AND BALBOA BOULEVARD. O 20 40 ~or C~\.\~ FTT FTT 1---------t§ __ E_L_E_v_. _=_7_.s_2_s_F_E_E_T_C_N_Av_D_s_s_, _1_ee_s_A_D_Ju_s_T_M_E-NT_._Y_E_A_R-LE·VE-LE_D_1_es_e_J __________________________________________________ No_. ___ DA_TE ___ D_E_sc_R_1P_T1_0N_o_F_R_Ev_1s_1o_N_s __________ _._A_PP_R_o_vE_D._ _______ ...,_c_H_Ec_K_E-D:...,A_T __ D-AT_1~_,:1,_2'.2_1_'.2,.01_4 ______________________ s_HE_E_T ___ □F __ _..;.: