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CITY OF COSTA MESA VICTORIA ST ~ !D a:: < :,: JOHN WAYNE >cl' AIRPORT ~ C ~,¢~ .!' a If' CITY OF IRVINE UN\VE.RSIT'I CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG PUBLIC WORKS DEPARTMENT GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACfS SPECIAL PROVISIONS, BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION," 2003 EDITION AND SUPPLEMENTS TO DA TE . 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 OF NEW FACILITIES. 3. PCC SHALL BE CLASS 560-C-3250. 4. CONTRACTOR SHALL REMOVE AND PATCH BACK AC PAVEMENT ON STREETS ADJACENT TO ALLEY WORK. AC PATCHBACK SHALL BE A MINIMUM OF 1-FOOT WIDE BY 8 INCHES THICK, UNLESS OTHERWISE SHOWN. 5. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPAR1MENT 48 HOURS IN ADVANCE OF A SHUTTING OFF OF ANY FIRE HYDRANTS AT (714) 644-3106. 6. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARlMENT 48 HOURS IN ADVANCE OF ALL LANE CLOSURES. 7. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS DEPARTMENT 48 HOURS IN ADVANCE OF PERFORMING ANY WORK AT 644-3311 FOR PUBLIC WORKS, AND 644-3011 FOR UTILITIES. THE PUBLIC WORKS DEP ARlMENT INSPECTOR SHALL ALSO BE NOTIFIED AFTER PLACEMENT OF FORMS AND PRIOR TO PLACEMENT OF ANY CONCRETE FOR CURB AND GUTTER SO THAT THE FORMS CAN BE CHECKED FOR LINE AND GRADE AND COMPATIBILITY WITH EXISTING CONSTRUCTION. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE TO PRIVATE PROPERTY CAUSED BY THE CONSTRUCTION ACTIVITIES. 2004-2005 ALLEY REPLACEMENT PROGRAM CONSTRUCTION NOTES VICINITY MAP NOT TO SCALE SYMBOL LEGEND .pp PO'l,£R POI.E PROJECT LOCATION QSMH SANITARY SE'l,£R MANHOLE '1:S FIRE HYDRANT □Wt.4 WATER METER BOX QGM GAS METER -----®----VALVE PO'l,£R POLE ANCHOR -x-x-x-FENCE BLOCKWALL 0 TREE ASPHALT PAVEMENT _ _ _ _ EXISTING CONSTRUCTION ----PROPERTY LINE NEW CONSTRUCTION ---l.---CENTERLINE ----S----SEWER LINE -----W--WATER LINE --G--GAS LINE -E--POl'l£R LINE .... . HOLLAND BLOCKS BASKETWEA VE PATTERN FOR BLOCK 201-C. COLOR TO MATCH CURB / EDGE RESTRAINT EXISITNG BLOCKS. ' \ I I I\ D --•. • I I I I I I on nn1 \ .I I V CURB / EDGE RESTRAINT CONCRETE EDGE RESTRAINT It I = I I PLAN VIEW 7 ACKERSTONE -ANTIQUE COBBLE 45· HERRINGBONE PATTERN 50% OF THE BLOCKS PEWTER GRAY AND 50% OF THE BLOCKS LIMESTONE GRAY FOR ALLEY 201-A, 201-B, & 201-D. 4• WEEP HOLE-6" FROM RIBBON---- GUTTER AND ALLEY APPROACHES SPACED 10' ON CENTER FILLED WITH PEA GRAVEL ,L::-'--: ~' -.... , ·_. -'--'-~·:__,-i:-'--: ·~-. 0;,<-' ·.,__:.'-':~::_:·:'--· ..c' ·'-': ~· ·__,-· --'-·-· -'-:,:--'--.. -'--0 -0'--" ·~:·.'--;",-'-:-'-·. :_:-.,_.:. '·-;' ·,·l • •.• :·;·. :: ·_'.:::· ~ ,j <J " ' 4 SIGN EXISTING IMPROVEMENTS ABBREVIATIONS AC ASPHALT CONCRETE AB AGGREGATE BASE BC BEGIN CURVE CATV CABLE TV CMB CRUSHED MISCELLANEOUS BASE CMP CORRUGATED METAL PIPE DIP DUCTILE IRON PIPE DWY DRIVEWAY EC END CURVE FE FLANGED END LF LINEAR FEET MJ MECHANICAL JOINT N NORTH PCC PORTLAND CEMENT CONCRETE PVC POLYVINYL CHLORINE (PIPE) RW RESILIENT '1,£DGE R/W RIGHT OF WAY sco SEWER CLEAN OUT SD STORM DRAIN SW SIDEWALK VCP VITRIFIED CLAY PIPE 1 • BEDDING SAND 11 i' 1111 (1111 i i 111 illl ! 111-111 ~ 11111 i' I 1/16" -3/16" SAND FILLED JOINTS -ASTM C33 -111-11 ' '::--:--11 SECTION VIEW 111 '-----6" CONCRETE SLAB --------~© SUBGRADE 95% COMPACTED DETAIL A -CONCRETE PAVERS N. T.S. EMERGENCY TELEPHONE NUMBERS AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (UTILITIES DEPT.) COUNTY SANITATION DISTRICTS ADELPHIA CABLE UNDERGROUND SERVICE ALERT TELEPHONE 1-800-624-8153 1-800-611-1911 611 949-644-3011 714-962-2411 949-542-6222 1-800-422-4133 C-3630 APPROVED: PUBLIC WORKS R.C.E. NO. 36106 APPROVED: CITY ENGINEER R.C.E. NO. 24967 LOCATION MAP NOT TO SCALE SHEET INDEX SHEET NO. 1 2 3 4 5 6 7 8 DESCRIPTION TITLE SHEET PLAN SHEET -OCEANFRONT ALLEY -STA 10+00.00 TO 15+00.00 PLAN SHEET -OCEANFRONT ALLEY -STA 15+00.00 TO 20+00.00 PLAN SHEET -OCEANFRONT ALLEY -STA 20+00.00 TO 25+00.00 PLAN SHEET -OCEANFRONT ALLEY -STA 25+00.00 TO 30+00.00 PLAN SHEET -OCEANFRONT ALLEY -STA 30+00.00 TO 35+00.00 PLAN SHEET -OCEANFRONT ALLEY -STA 35+00.00 TO 40+00.00 PLAN SHEET -ALLEY 238, 239, AND 245 DATE: DATE: BENCH MARK IN THE NORTHEAST PART OF THE INTERSECTION OF BALBOA BOULEVARD AND F STREET, 81 FT. SOUTHEAST OF THE CENTERLINE OF F STREET, 27.3 FT NORTHEAST OF THE CENTERLINE OF BALBOA BOULEVARD, 27.3 FT NORTHEAST OF THE CENTERLINE PROLONGATION OF BALBOA BOULEVARD TO THE EAST, AT THE ANGLEPOINT IN THE NORTH CURB LINE, 2.4 FT NORTH A STREET STANDARD, NO NUMBER, AT THE EAST EDGE OF A DRIVE, SET IN A CONCRETE POST, 1 FT SOUTH OF EDGE OF WALK AND LEVEL WITH THE WALK. BASIS OF BEARING NORTH 3416'45" WEST, BEING THE BEARING BETl'l£EN THE NORTHWEST CORNER OF LOT 11, BLOCK "B" AND THE NORTHWEST CORNER OF LOT 2, BLOCK "D" AS SHOWN ON THE TRACT NO. 518, RECORDED IN BOOK 17, PAGES 33 THROUGH 36 OF TRACT MAPS, RECORDS OF ORANGE COUNTY CALIFORNIA 0 REMOVE EXISTING PAVEMENT AND CONSTRUCT 2-FOOT WIDE 8-INCH THICK PCC RIBBON GUTTER PER APPLICABLE PORTIONS OF CNB STD-140-L ® REMOVE EXISTING PAVEMENT AND CONSTRUCT INTERLOCKING CONCRETE PAYERS PAVEMENT SECTION PER CNB STD-144-L-A, AND STD-144-L-B. 0 REMOVE EXISTING PAVEMENT AND CONSTRUCT TYPE "A" PCC ALLEY APPROACH PER CNB STD-142-L © REMOVE EXISTING AND REPLACE WATER METER BOX PER CNB STD-502-L ® ADJUST WATER VALVE TO GRADE PER APPLICABLE PORTIONS OF CNB STD-511-L © ADJUST SEWER CLEANOUT TO GRADE PER APPLICABLE PORTIONS OF CNB STD-406-L 0 ADJUST MANHOI.E TO GRADE PER APPLICABLE PORTIONS OF CNB STD-111-L ® REMOVE EXISTING PAVEMENT AND CONSTRUCT 6-INCH PCC ALLEY PER CNB STD-140-L ® REMOVE EXISTING PAVEMENT AND CONSTRUCT 6-INCH PCC PATCHBACK. ® NOTE NOT USED. @ PROTECT IN PLACE. @ADJUST MANHOLE TO GRADE PER APPLICABLE PORTIONS OF CNB STD-111-L, AND ALTER FLOWLINE PER DETAIL B ON SHEET 8. @ NOTE NOT USED. @ NOTE NOT USED. ® ADJUST EDISON PULL BOX TO GRADE. @ ADJUST ADELPHIA CABLE TELE\1SION PULL BOX TO GRADE. @ ADJUST TELEPHONE PULL BOXES TO GRADE. @ ADJUST GAS METER BOX TO GRADE. PRIVATE IMPROVEMENTS 5' 6" THK. P.C.C. t I . I . -.. 5' 12• SMOOTH CONC. CROSS SLOPE VARIES TROWEL FINISH 8 ._, . P.C.C. CONCRETE ALLEY WITH P.C.C. GUTTER PRIVATE ( IMPROVEMENTS FOR THE BALBOA ALLEYS (238, 239, & 245) t N.T.S. PRIVATE IMPROVEMENTS 6" WIDE PCC EDGE SUPPORT 10' WEEPHOLE 8" THICK PCC RIBBON GUTTER I 20· 10' CONCRETE PA VERS 1• BEDDING SAND 6" PCC ~ It. VARIES WITH CROSS SLOPE 12" SMOOTH CONC. TROWEL FINISH PRIVATE IMPROVEMENTS 6" WIDE PCC EDGE SUPPORT DECORATIVE CONCRETE PAVERS PAVEMENT SECTION WITH PCC GUTTER NOTES 1. 2. FOR THE OCEANFRONT ALLEY (201-A THROUGH 201-D) LOCATIONS OF WEEPHOI.ES ARE PER DETAIL A. CONCRETE PAYERS ARE DEFINED IN DEAIL A. N.T.S. >-.D E 7 L u Ul E 0 n n 0 w >-ITT <C C C-3630 :::-r-~----~--------~------,-~------=--~~------,r-.=~~==~-----"T"--,---,-----..i..-----------~---!'""'"-"T"------------------1::s APPROVAL RECO,lMENDED APPROVAL RECOAMENDED APPROVAL RECOMMENDED ;S s:; ... ,d. 1)_.~,1>,.._ UTILITIES DIRECTOR \:'.c.E. 25553 GENERAL SERVICES DIRECTOR DATE DATE 'ti/&,eJJtp/~ TRANS-& DEV. SERVICES MANAGER R.C.E. NO. 22045 DATE j 10 z.oos 2004-2005 ALLEY ~ ITT ENGINEER REPLACEMENT PROGRAM _g 1/) •• • • 46214 TITLE SHEET i, DATE /-10-o!:) 1----1----1--------------1----L:=.;;;;;;;;:;;;;;;:;;;~~;;;;;,;;;;;;.;;,L _________________ .... ? (J) A-5155-S ei (J) SHEET 1 OF 8 ,3, ._ ___________ .&. _____ ;;....,c.: DESIGNED SC DRAWN SCRUMS CITY OF NEWPORT BEACH 1---1---1--------------+---+c=~--=-c.i~~-==="I APP'D. CHECKED DATE PUBLIC WORKS DEPARTMENT MS 1 DATE BY DESCRIPTION Of REVlSIONS I CONSTRUCTION NOTES (D REMOVE EXISllNG PAVEMENT AND CONSTRUCT 2-FOOT WIDE 8-INCH THICK PCC RIBBON GUTTER PER APPLICABLE PORTIONS OF CNB SID-140-L. ® REMOVE EXISTING PAVEMENT AND CONSTRUCT INTERLOCKING CONCRETE PAVERS PAVEMENT SECTION PER CNB SID-144-L-A, AND SID-144-L-B. G) REMOVE EXISTING PAVEMENT AND CONSTRUCT TYPE "A" PCC ALLEY APPROACH PER CNB SID-142-L. © REMOVE EXISTING AND REPLACE WATER METER BOX PER CNB SID-502-L. ® ADJUST WATER VALVE TO GRADE PER APPLICABLE PORllONS 1000 OF CNB SID-511-L. 1-------bc-··. ~~----t"sc--=----t--"<&r.'Z_'b.----+-'~:,;c- © ADJUST SEWER CLEANOUT TO GRADE PER APPLICABLE PORllONS W'L y PL OF CNB SID-406-L. 999 (j) ADJUST MANHOLE TO GRADE PER APPLICABLE PORTIONS OF CNB SID-111-L. © REMOVE EXISllNG PAVEMENT AND CONSTRUCT 6-INCH PCC ALLEY PER CNB SID-140-L. 0 :;;! lg\ REMOVE EXISllNG PAVEMENT AND CONSTRUCT 6-INCH PCC · 1- \V PATCHBACK. ~<..> @) NOTE NOT USED. ~ ~ <Z @NOTE NOT USED 1 000 1--------li1-A10o @ADJUST MANHOLE TO GRADE PER APPLICABLE PORllONS CENTERLINE OF CNB SID-111-L, AND ALTER FLOWI..INE PER DETAIL B 999 ON SHEET 8. 0.27% @ NOTE NOT USED. @ NOTE NOT USED. @ ADJUST EDISON PULL BOX TO GRADE. @ ADJUST ADELPHIA CABLE TELEVISION PULL BOX TO GRADE. @ADJUST TELEPHONE PULL BOXES TO GRADE. 1000 1------b._----~~~:---------+-'~~,,,-~-== @ ADJUST GAS METER TO GRADE. E'L y PL % 7~ ···--+----"'l:!<5',--+---"<,\5',.--+----'V t?~ ·Od' 999 10+00 \ --(/) \ \ \ --~-~~~\\ \\ ~ G>_ ~ -y--Y,\ -- \ \ \ \ SHADING LEGEND \ \ \ \ 1'1'1'1'1'1'1'1'1'1'1:1 DECORAllVE BRICK PAVEMENT 10+50 11+00 11 +50 - -- - STA 1 BC N=2, 6 913 E= 6,061,890.2113 \ \ \ 0+28.00 CONSTRUCT ALLEY 1505 4 1500 -- 1515 1509 _.___ ' ---'--r-' ------ , -:cX_--::_:--::T}_ -:-~ ' : -; , ' i -·-----' __ , -----·---· ' 1504 1510 - - ------· ·-----'1'lf .. , .. •-··,.,. I -------------+------+-------+-------+-----C-------+------+---~---l ---+------+-------f------+---------------+----+----t-----+----+-------,f--~----11002 w'LY PL --- EXISllNG FLOWLIN ---+-----4----'..~ 1001 - - 1517 1514 ---+------+-------+-------+-----C----------.--··~ _______ ,,_ ____ _,_ __ _ 0. 4% - -----------+-------+-----e------+------+--- --+-------+-------+------------------ --i--------1~ - - CENTERLINE 1000 1001 1000 E'LY PL PROFILE SCALE HORIZ: 1 "=20' VERT: 1"=2' .. ·-·---+------r-------1-----t-------b------l 12+00 12+50 OCEAN 1525 ---·-----_' 7 ----, -' L .. ' ' i 1520 1531 4 C ' --•· i __ ' ' ALLEY I NO. 201 1-A 13+00 4 ' --, . .-·-, ---- ' __ L., l 1526 13+50 BOULEVARD 1533 1537 1528 REMOVE AND CONSTRUCT 100 SF g 6-INCH PCC DRIVEWAY - - 14+00 R/W R/W 14+50 -- 1540 REMOVE! AND CONSTRUCT 40 SF 6-INCH PCC I -- 15+00 --- 0 0 . 0 0 + LO ('I) T""" 1- <( W I-w WI wen zw :JW IW 0 ~ ~ C-3630 ~I~----~] PORTLAND CEMENT CONCRETE PAVEMENT ~[~~~~~··~I PRIVATE IMPROVEMENTS CURVE DATA APPROVAL RECOM:J:_ 1---+---+-------------+----ll ~d\JIL ENGINEER • 2004-2005 ALLEY REPLACEMENT PROGRAM OCEANFRONT ALLEY STA 10TO 15 0 R l',. L T SCALE 1 "= 20' 1 6000.00' 8'35'15" 899.29' 450.49' R.C.E. NO. 46214 DATE l-10-0!:, DESIGNED sc DRAWN SCRUMB CITY OF NEWPORT BEACH A-5155-S 1---+---+-------------+---+-----f.c-c~----- AP P 'D. OiECKED DATE PUBLIC WORKS D"PARTMENT SHEET 2 OF 8 MS 15 OCT 2 4 .,_ DATE BY DESCRIPTION OF REVISIONS A .D E _, L u Ul E 0 "' n b ITT 0 " " 0 -- 0 CT• " "' Ul I '° "' ,n I I . <C ' _,/ 0 ~, ~ CD n I u .. m A " 4 ITT 0 0 N I "' 0 0 N Ul •'0 CD co ,n <C ,/ VJ >-w ~ ~ <C _,/ u, C L m '" C = C w ,/ 0 0 <( u // "' '" L 0 _c VJ / "' rn [L / [/1 De'. ,,, [/1 ::, ,/ c.: W'LY PL CENTERLINE E'LY PL 1002 1001 1001 1000 1001 1000 15+00 CONSTRUCTION NOTES G) REMOVE EXISTING PAVEMENT AND CONSTRUCT 2-FOOT WIDE 8-INCH THICK PCC RIBBON GUTTER PER APPLICABLE PORTIONS OF CNB STD-140-L. 0 REMOVE EXISTING PAVEMENT AND CONSTRUCT INTERLOCKING CONCRETE PAVERS PAVEMENT SECTION PER CNB STD-144-L-A, AND STD-144-L-B. 0 REMOVE EXISTING PAVEMENT AND CONSTRUCT TYPE "A" PCC ALLEY APPROACH PER CNB STD-142-L. 0 REMOVE EXISTING AND REPLACE WATER METER BOX PER CNB STD-502-L. © ADJUST WATER VAL VE TO GRADE PER APPLICABLE PORTIONS OF CNB STD-511-L. © ADJUST SEWER CLEANOUT TO GRADE PER APPLICABLE PORTIONS OF CNB STD-406-L. (j) ADJJST MANHOLE TO GRADE PER APPLICABLE PORTIONS OF CNB STD-111-L. © REMOVE EXISTING PAVEMENT AND CONSTRUCT 6-INCH PCC ALLEY PER CNB STD-140-L. ® REMOVE EXISTING PAVEMENT AND CONSTRUCT 6-INCH PCC PATCHBACK. @) NOTE NOT USED. @ NOTE NOT USED @ ADJJST MANHOLE TO GRADE PER APPLICABLE PORTIONS OF CNB STD-111-L, AND ALTER FLOWLINE PER DETAIL B ON SHEET 8. @) NOTE NOT USED. @ NOTE NOT USED. @) ADJUST EDISON PULL BOX TO GRADE. @ ADJUST ADELPHIA CABLE TELEVISION PULL BOX TO GRADE. @ ADJUST TELEPHONE PULL BOXES TO GRADE. @ ADJUST GAS METER TO GRADE. SHADING LEGEND i:L_ S:S·1r 1T;·r 1~iT, 1 1 1 1 1 1 1: DECORATIVE BRICK PAVEMENT PORTLAND CEMENT CONCRETE PAVEMENT PRIVATE IMPROVEMENTS ~ )> -I () (J) I m C mz (J) m I (J) m -I m )> -I ...J,. 01 + 0 0 . 0 0 -- - 1555 1540 15+50 16+00 16+50 OCEAN -- R/W 1569 1573 1559 4 17 1550 1554 AllLEY 1560 NO~ 201-A R/W CURVE DATA 0 R 6. L SCALE 1 "= 20' 1 sooo.oo· 8"35'15" 899.29' 2 8500.00· 10·50•21" 1608.02' 17+00 4 1577 1564 T 450.49' 806.42' ----+--------!-----+-----+------+---- z ~ 0 0 .., "' 1002 1001 W'LY PL 1002 CENTERLINE 1001 1002 1001 E'LY PL PROFILE SCALE HORIZ: 1 "=20' VERT: 1 "=2' I----------------1--------+-----+-------+- 1570 17+50 18+00 BOULEVARD 1585 17 1572 . 1589 16 1576 CIV11' OFcAL\1 6 4 18+50 1595 6 1580 I I I 19+00 STA 18+ 74.00 END CONSTRUCT ALL - s -Ii ;a 3 m m -I l I I •I I I I I 19+50 20+00 STA 18+99.29 PCC I 1703 1700 1707 0 0 . 0 0 + 0 ~ N I- <( w I-w en I w CJ) zw :J w I en 1706 (.) T 19+23.00 I-- GIN CONS U T ALLEY <( I ~ ALLEY 1NO. 201-8 E 0 0 --,- 0 ~ 5 O' C ~ w w C O' ' C-3630 :::- r----r--~----------,,-.....,.,,APPR=ovAL.,.,...,,,,RE""'COM""'Mj:...,,,,,,,...g-... -. ----2-00_4 ___ 2_0_0_5_A_L_LE_Y ___ _.~ _ 1-----+--+------------+---I ~d~L ENGINEER REPLACEMENT PROGRAM · 2 R.C.E. NO. 46214 OCEANFRONT ALLEY STA 15 TO 20 ~ 1--+--+--------------+----i:D:.:,;ATE:::.,;;;;;;\;;;;;;;-;;;;\~D;;;;;;;-;;;O;;;;'::,~;;;;;;;;;;.J.. _________________ _J~- DESIGNED sc DRAYIN SCRUMB c1rv oF NEWPORT BEACH A-s 1 ss-s es l---+---+--------------l--_._---~1---~='--'I 1-.;...;..;;;..;..;;;;.;;..;.;;..-1cn DATE BY DESCRIPTION OF REv1SIONS APP'D. CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 3 OF 8 ? -------------------------------------------------------------------------------------------------....L-....1.-....l.------------.1...-'---....ti~SJ....J.15~0C:i,J,T~200~4,1,_..;_;.;.;;;;.;..;.;.;;;.;.;;,;;..:;.;;,.;.;;.;.;.;;,;:;.;;,;._..a.._....:::...,_~.,u: W'LY PL CENTERLINE E'LY PL 1002 1001 1002 1001 20+00 CONSTRUCTION NOTES CD REMOVE EXISTING PAVEMENT AND CONSTRUCT 2-FOOT WIDE 8-INCH THICK PCC RIBBON GUTTER PER APPLICABLE PORTIONS OF CNB STD-140-L. 0 REMOVE EXISTING PAVEMENT AND CONSTRUCT INTERLOCKING CONCRETE PAVERS PAVEMENT SECTION PER CNB STD-144-L-A, AND STD-144-L-B. G) REMOVE EXISTING PAVEMENT AND CONSTRUCT TYPE "A" PCC ALLEY APPROACH PER CNB STD-142-L. © REMOVE EXISTING AND REPLACE WATER METER BOX PER CNB STD-502-L. © ADJUST WATER VALVE TO GRADE PER APPLICABLE PORTIONS OF CNB STD-511-L. © ADJUST SEWER CLEANOUT TO GRADE PER APPLICABLE PORTIONS OF CNB STD-406-L. (j) ADJUST MANHOLE TO GRADE PER APPLICABLE PORTIONS OF CNB STD-111-L. © REMOVE EXISTING PAVEMENT AND CONSTRUCT 6-INCH PCC ALLEY PER CNB STD-140-L. ® REMOVE EXISTING PAVEMENT AND CONSTRUCT 6-INCH PCC PATCHBACK. @ NOTE NOT USED. @ NOTE NOT USED @ ADJUST MANHOLE TO GRADE PER APPLICABLE PORTIONS OF CNB STD-111-L, AND ALTER FLOWLINE PER DETAIL B ON SHEET 8. @ NOTE NOT USED. @ NOTE NOT USED. @ ADJUST EDISON PULL BOX TO GRADE. @ ADJUST ADELPHIA CABLE TELEVISION PULL BOX TO GRADE. @ ADJUST TELEPHONE PULL BOXES TO GRADE. @ ADJUST GAS METER TO GRADE. SHADING LEGEND CB{{[!iifilili!i ~ii I DECORATIVE BRICK PAVEMENT 1~· -----·~' PORTLAND CEMENT CONCRETE PAVEMENT l'--i~•··•·.•~·-.-'---'--'-"'-'-'-'--"-'-··•'--'1 PRIVATE IMPROVEMENTS ~ wo + 0 0 . 0 0 1711 6 6 1712 -- - ___ I -------% -◊-· __ .,. ----+------+-----+--- ~+-----+------- 1---------1----------IC--. -- --_]' ---+-----+------+--·· . 20+50 - - 1713 SCALE 1 "= 20' -, ' ' ' _;_ ' J __ r- ' i ·~ I ·v i_ 21+00 1717 1723 21+50 OCEAN 16 1722 1727 ---- 22+00 PROFILE SCALE HORIZ: 1 "=20' VERT: 1 "=2' 22+50 23+00 BOULEVARD 1731 15 I REMOVE AND CONSTRUCT 70 SF g 16-INCH PCC DRIVEWAY 4 I I 1743 r ___ J----1--~ / ----7 / ~---,----=-===-~ '-•= • ~ -• IC•• ~=-=1.¥• ;;~, -~~ LZ: • i -,-----~ ~ '~· -'----~ _ ___;_ 17 1724 1730 1740 ALLEY 1 NO. 201-B CURVE DATA 0 R !',. L T 2 8500.00' 10·50•21" 1608.02' 806.42' 7, --+-----4----""<!6c---11003 --~~---=-~-------+'~~--~~-----11002 -~~<,.. -----------1--------1--- - --~~~~1002 1001 ---+------+-------+-------!--------- 23+50 24+00 24+50 25+00 1747 4 1751 -_._, -','---i '--;--'-~ _, -_r ---- R/W 1755 - - I I 1759 I I - - 1763 W'LY PL E'LY PL -: ---~~ ~~~~~~ ~ ~ i .-.-:"» z s---~; ;:-.._::;:_, ·_ -,.., :'c-,..,_.,. 17 1744 ~/; 1750 1752 APPROVAL RECOMML· 1------1-----1------------+----t ~~L ENGINEER R.C.E. NO. 46214 DATE l-\0-05 C-3630 2004-2005 ALLEY REPLACEMENT PROGRAM OCEANFRONT ALLEY STA 20 TO 25 DESIGNED sc DRAWN SCRUMB CITY OF NEWPORT BEACH A-5155-S ,__----l-----l-------------+----1--------+--=~ DATE BY DESCRIPTION OF REVISIONS APP'D. CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 4 OF 8 M 15 OCT 2004 >, .D E ~ L u (/) F 0 <D _, 0 - u, 0 '· r--0 " 0 = "' ~ (/) I co co co I <{ "\ / 0 ~ n <D "" I u 'R <V <( "' 0 0 N I ~ 0 0 N u, n <D OC) co < ,/ u, >-w _J _J -ce ,/ "' C L <V <V C = C w / 0 0 <{ u / u " L 0 _c en / 3 a, CL / ,n (Y w (/) :::) /. u_ W'LY PL 1003 1002 1002 -0.25% CENTERLINE 1001 -- 1002 E'LY PL 1001 25+00 CONSTRUCTION NOTES 0 REMOVE EXISTING PAVEMENT AND CONSTRUCT 2-FOOT WIDE 8-INCH THICK PCC RIBBON GUTTER PER APPLICABLE PORTIONS OF CNB STD-140-L - G) REMOVE EXISTING PAVEMENT AND CONSTRUCT INTERLOCKING CONCRETE PAVERS PAVEMENT SECTION PER CNB STD-144-L-A, AND STD-144-L-B. 0 REMOVE EXISTING PAVEMENT AND CONSTRUCT TYPE "A" PCC ALLEY APPROACH PER CNB STD-142-L. © REMOVE EXISTING AND REPLACE WATER METER BOX PER CNB STD-502-L. © ADJUST WATER VALVE TO GRADE PER APPLICABLE PORTIONS OF CNB STD-511-L © ADJUST SEWER CLEANOUT TO GRADE PER APPLICABLE PORTIONS OF CNB STD-406-L. 0 ADJUST MANHOLE TO GRADE PER APPLICABLE PORTIONS OF CNB STD-111-L. @REMOVE EXISTING PAVEMENT AND CONSTRUCT 6-INCH PCC ALLEY PER CNB STD-140-L. ® REMOVE EXISTING PAVEMENT AND CONSTRUCT 6-INCH PCC PATCHBACK. ® NOTE NOT USED. ® NOTE NOT USED @ ADJUST MANHOLE TO GRADE PER APPLICABLE PORTIONS OF CNB STD-111-L, AND ALTER FLOWLINE PER DETAIL B ON SHEET 8. @) NOTE NOT USED. @ NOTE NOT USED. @ ADJUST EDISON PULL BOX TO GRADE. ® ADJUST ADELPHIA CABLE TELEVISION PULL BOX TO GRADE. @ ADJUST TELEPHONE PULL BOXES TO GRADE. @ ADJUST GAS METER TO GRADE. I\.) c.n + 0 0 . 0 0 1758 -I-' (J) I - !?7 ·& z ~ uJ "' a ...., N <( "' 00 (.) ~ ---- 25+50 26+00 r- f- I STA 25+16.20 I w w END CONSTRUCT ALILEY I a:: f-I en 2001 3 5 2000 .....J __ l_ SHADING LEGEND li!i!i!ti!i:iJNJ I I l .. •.··· .. ••.••••· ···••··..)I DECORATIVE BRICK PAVEMENT PORTLAND CEMENT CONCRETE PAVEMENT PRIVATE IMPROVEMENTS SCALE 1"= .20' - 2005 2004 ',2 ,r -9:1__, 26+50 ----- 9:1 -1-- I >s ',2 % ·6',r ----------- ----• 7,--- 9:1__, . - PROFILE SCALE HORIZ: 1 "=20' VERT: 1"=2' 27+00 27+50 OCEAN I I 1 ALLEY NOl 201-C 2019 2015 2017 4 ---'---, 9:1 =----- 28+00 2025 4 : ~-:-~~~=2/~:=:-.. ~i--' ,~~ ;~'~~--I~~~~~----~::~~·-~:~~~--~~ ~ -=, =------=rl___ ---c½-'11.-: .:-.,.~~ ___ -'-__:_____'::=._'-:-;: __ e+!~ 2008 CURVE DATA 0 R l::,. L 2 8500.00' 10·50•21• 1608.02' REMOVE AND CONSTRUCT 120 SF g 6-INCH PCC DRIVEWAY T 806.42' 15 2016 12 2020 4 4 R/W 1003 W'LY PL 1002 -·---·--. " -0.24% 1003 CENTERLINE 1002 -•a•---~- 7, 1004 E'LY PL ----1003 ------- 7~ ·O,r ·76' 28+50 29+00 29+50 30+00 BOULEVARD. 2026 R/W 2033 2029 4 2037 4 18 4 4 2030 2034 REF: R-54J8-S 2041 2045 cJ_ c:·- ----. ,--.:.._._,.I,__,'_- 17 16 4 2038 2042 4 0 0 . 0 0 + oco ct) I- <( w I-w en I wen zw :JW Ien (.) I-<( ~ C-3630 APPROVAL RECOMML· 1---t----t--------------+---~J~L ENGINEER 2004-2005 ALLEY REPLACEMENT PROGRAM OCEANFRONT ALLEY STA25 TO 30 R.C.E. NO. 46214 DAlE \ -\o -o.S DESIGNED sc ORA~ SCRUMB CITY OF NEWPORT BEACH A-5155-S 1----t----t--------------+--+CH=ECK=ED~~-"+=-DA=lE~~'-=--I . DAlE BY DESCRIPTION OF REVISIONS APP'D. MS 15 OCT 2004 PUBLIC WORKS DEPARTMENT SHEET 5 OF 8 ~ .0 E ~ L (_) V) E 0 ro ,n 0 - '° 0 '" ,-, 0 "'· 0 = " -0 vi I "' ""' "' I ' /' // 0 n ~ CD cc, I u m >, '" « '° 0 0 N I -+ 0 0 '~ If) "' 10 ro LI) <( ,/ v, >-w --' --' <C / ry C L w '" L ry C w _ _... 0 D <t u // D '" ' 0 .c VI / 3' Q) [L _ .... VI CL w VI ::, ..... u. W'LY PL CENTERLINE E'LY PL CONSTRUCTION NOTES 1003 1002 1003 1002 1004 1003 30+00 CD REMOVE EXISTING PAVEMENT AND CONSTRUCT 2-FOOT WIDE 8-INCH THICK PCC RIBBON GUTTER PER APPLICABLE PORTIONS OF CNB STD-140-L. CD REMOVE EXISTING PAVEMENT AND CONSTRUCT INTERLOCKING CONCRETE PAVERS PAVEMENT SECTION PER CNB STD-144-L-A, AND STD-144-L -B. 0 REMOVE EXISTING PAVEMENT AND CONSTRUCT TYPE "A" PCC ALLEY APPROACH PER CNB STD-142-L. -0 REMOVE EXISTING AND REPLACE WATER METER BOX PER CNB STD-502-L. ® ADJUST WATER VALVE TO GRADE PER APPLICABLE PORTIONS OF CNB STD-511-L. © ADJUST SEWER CLEANOUT TO GRADE PER APPLICABLE PORTIONS ::::,, OF CNB STD-406-L. ::::::,, 0 ADJUST MANHOLE TO GRADE PER APPLICABLE PORTIONS OF )> CNB STD-111-L. --; ® REMOVE EXISTING PAVEMENT AND CONSTRUCT 6-INCH PCC ALLEY () PER CNB STD-140-L. ® REMOVE EXISTING PAVEMENT AND CONSTRUCT 6-INCH PCC C/) I PATCHBACK. m r @) NOTE NOT USED. m Z ® NOTE NOT USED C/) m @ ADJUST MANHOLE TO GRADE PER APPLICABLE PORTIONS I C/) OF CNB STD-111-L, AND ALTER FLOWLINE PER DETAIL B m --; ON SHEET 8. )> @) NOTE NOT USED. ~ u) @ NOTE NOT USED. 0, Q @ ADJUST EDISON PULL BOX TO GRADE. 6 @) ADJUST ADELPHIA CABLE TELEVISION PULL BOX TO GRADE. !=) @ ADJUST TELEPHONE PULL BOXES TO GRADE. 0 0 @ ADJUST GAS METER TO GRADE. SHADING LEGEND DECORATIVE BRICK PAVEMENT PORlLAND CEMENT CONCRETE PAVEMENT PRIVATE IMPROVEMENTS 30+50 - - 2049 2053 4 2050 ALLEY SCALE 1 "= 20' ----- ---- z c5 0.5 i i - PROPOSE FLOWLINE EXISTING FLO 0.24% 1004 W'LY PL 1004 CENTERLINE 1003 +-----+---+--------+----+-----+------+------+--~1004 E'LY PL -------t-----j--------i----------- PROFILE SCALE HORIZ: 1 "=20' VERT: 1"=2' -- -------1-.=--=----Pt~----=---------1--'~--t-"6'h:--~1003 ~if -~ ·7 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 OCEAN --\ I-w w 2057 2061 I 2054 2060 I NO. 201-Ci I ___ .__ CURVE DATA 0 R l:,. L T 2 8500.00' 10·50•21" 1608.02' 806.42' BOULEVARD - - 2113 I STA 31+60.00 I I I END CONSTRUCT ALLEY R/W 2121 I 2125 I 2111 2117 -- -~--c--_c_ ;:::_._n:;,:::-_i-,-ls ~ ?_ =:::.c::~~-:_~ ~ "--c L ~~~~-~-~~~ ~~---~-=~-: •'~r ---'. ;, ,_-_c:' c="j:-="~~ -~ 15 2100 -·.:,-s:,-,;;, .--•-:>:.:-,,-j_cz,. 2112 2120 2104 2108 ALLEY1 NO. 201J.D R/W STA 32+09. 0 BEGIN CON UCT ALLEY 1---+----+---------------+---t APPROVAL RECOMML· 1---+--+-------------+----11 ~~L ENGINEER R.C.E. NO. 46214 DATE \ • Io • oS -- 2129 2124 I I - -- 0 0 . 0 0 + LO t-- M I- <( w I-w en I w en zw :::::i w I en (.) ~ ~ C-3630 2004-2005 ALLEY REPLACEMENT PROGRAM OCEANFRONT ALLEY STA 30 TO 35 5 CIVl\. ~ OFcAL~ DESIGNED sc DRAWN SCRUMB CITY OF NEWPORT BEACH A-5155-S 1---+--+-------------+-------------lc-D-ATE-----11 DA TE BY DESCRIPTION Of REVISIONS APP'D. CHECKED MS 15 OCT 2004 PUBLIC WORKS DEPARTMENT SHEET 6 Of 8 >s .a E ~ u U) le 0 OCl u) 0 ~ en 0 "-~ 0 "- 0 '" " v 0i I U) U) ' il) 0 I <( / 0 n ,D n I u "' >s '" Ct co 0 0 N I -tj- 0 0 N U) ~, '-" oc, u) <( / V) >-w -' -' <( ,/ '" C L '" '" C ry C w / C) 0 <( u ,/ v '" L 0 £ C) / 30 m 0. / U) (r w U) =:, // c__ W'LY PL CENTERLINE E'LY PL 1004 1003 1004 1003 1004 1003 1--------+------+---------J------------ -------t-------,-----------t---·" ----+------+-------+-- ROPOSED FLOl'lll EXISTING FLOV.UNE -0. 4% ------------+----------- -----+-------+-------+---------------------""" -----·---------------+---------+-----------" -0.24% -0.40% -7 RUNE ----------------+-------+-------+----------,-----+------+-------+----- ------7. I------+------+-------+-----___,-----+-------------------i-------+--------i-------,-----------t-- 35+00 CONSTRUCTION NOTES G) REMOVE EXISTING PAVEMENT AND CONSTRUCT 2-FOOT WIDE 8-INCH THICK PCC RIBBON GUTTER PER APPLICABLE PORTIONS OF CNB ST0-140-l. • 0 REMOVE EXISTING PAVEMENT AND CONSTRUCT INTERLOCKING CONCRETE PAVERS PAVEMENT SECTION PER CNB ST0-144-l-A, AND ST0-144-L-B. @REMOVE EXISTING PAVEMENT AND CONSTRUCT TYPE "A" PCC ALLEY APPROACH PER CNB ST0-142-l. 0 REMOVE EXISTING AND REPLACE WATER METER BOX PER CNB ST0-502-l. ® ADJUST WATER VAL VE TO GRADE PER APPLICABLE PORTIONS OF CNB ST0-511-l. © ADJUST SEWER CLEANOUT TO GRADE PER APPLICABLE PORTIONS OF CNB ST0-406-l. 0 ADJUST MANHOLE TO GRADE PER APPLICABLE PORTIONS OF CNB ST0-111-l. ® REMOVE EXISTING PAVEMENT AND CONSTRUCT 6-INCH PCC ALLEY PER CNB ST0-140-l. s: )> -I ® REMOVE EXISTING PAVEMENT AND CONSTRUCT 6-INCH PCC PATCHBACK. @ NOTE NOT USED. @ NOTE NOT USED @ ADJUST MANHOLE TO GRADE PER APPLICABLE PORTIONS OF CNB ST0-111-L, AND ALTER FLOWLINE PER DETAIL B ON SHEET 8. @ NOTE NOT USED. @ NOTE NOT USED. @ ADJUST EDISON PULL BOX TO GRADE. @ ADJUST ADELPHIA CABLE TELEVISION PULL BOX TO GRADE. @ ADJUST TELEPHONE PULL BOXES TO GRADE. @ ADJUST GAS METER TO GRADE. SHADING LEGEND l!!i!i!i!i!i!:!i!i!i@W DECORATIVE BRICK PAVEMENT ,. .1 PORTLAND CEMENT CONCRETE PAVEMENT l I PRIVATE IMPROVEMENTS () en I m!:: mz cnm I en m -I m )> -I w 0)0 + 0 0 . 0 0 I 35+50 - - STA 35+07.31 P 2133 2137 2 2132 2128 SCALE 1 "= 20' I I 36+00 OCEAN 2141 2140 2145 0 2 3 36+50 -- I I 2153 6 2144 37+00 PROFILE SCALE HORIZ: 1 "=20' VERT: 1 "=2' 37+50 BOULEVARD -- I I 2148 2157 --, --•--·;--,--·- - - I I 15 2152 ALLEY I NO. 201+D CURVE DATA R 6. L T 8500.00' 10·50•21" 1608.02' 806.42' 3710.00' 770'59" 465.12' 232.87' 38+00 2161 \ \ \ R/W \ 6 r-T' -,--.L-: :,':":__ l.~• ' -- 2156 38+50 \ 2169 \ 2173 2166 R/W 39+00 39+50 \ 7 --\ \ ~ '?, STA 39+69.66 4.50' LT Fl EN PCC RIBBON GUTTER 2168 ~ ~ <%~ \< \ 2172 STA 39+29.48 Fl ANGLE POINT - 40+00 STA 39+71.33 END CONS UCT ALLEY STA 39+ 72. 43 EC I I C-3630 APPROVAL RECOMM~ 1---+-----t-----------+------1 -,...,,.LJ J ~ 2004-2005 ALLEY -/ PRiNMV1L EN~NEER • REPLACEMENT PROGRAM R.C.E. NO. 46214 OCEANFRONT ALLEY ST A 35 TO 40 DATE \ -lo -oS DESIGNED sc ORA~ SCRUMB CITY OF NEWPORT BEACH A-5155-S l---+--+-------------+---■------1-------- DATE BY DESCRIPTION OF REVISIONS APP'D. CHECKED P U B LI C WORKS DEPARTMENT SHEET 7 OF 8 "' .0 [ 7 L u l/l E 0 st- ~ -~ en 0 ', r--0 ,, 0 = " = ,n I en uo ,n I <( ,/ 0 n co n I C m "' "' <( ,n 0 0 '" I "° 0 0 N ,n "' '° ITT ,n <( ,✓ Ul >-w --" --" <S .,.., O' C L m "' C = c w // 0 LJ <( u ," " '" L 0 .c l/l / "' m o_ / l/l oc w l/l ' / u. ... ' - j t 'cF --EXISTI G E'L Y P /L GRADE -6 -0.44% -1.04% C/L GRADE PR 6 • -0.80% 6 6 -0.88% 6,6'7 6',.,:·~ .s -0.28% • 1'7 ·v 6' ·.9> 5 'fl .s .s ·,r..i: ·Jo _ _ ---f EXISTING V( Y P /L GRADE 6 ~---:"i1------v,,_6'~7-¾--;~-...;;:J~c.c-·,---=----==:1----=------t-=-._--=--T -1----= -==-1!~~0.-1 6 i I ~ .,> 51---_;o.J-------t------+---""----+-"~c;---+--¾~-+---"--<l~.~-=--G--t-~-,5 "' ID 0 + 0 PROFILE SCALE HORIZ: 1 "=20' VERT: 1 "=2' L__ ____ __._ ____ ___J_ ____ ~--=---- 10+50 11+00 10+00 200 IP SMH c5 Ill ~ ALLEY > > '+-/ ~ NO. 239 i EXISTING ~•LY P /L GRADE 11+50 1/, R/W R/W STA 10+75.03 ALLEY 239 = STA 10+00.00 ALLEY 245 N= I ' • E=6,056,633. 7909 PROFILE SCALE HORIZ: 1 "=20' VERT: 1"=2' ·,?< • l.9 6L---+--'~--t---""-----jµ~-~_:=_c,~-=+-~_---t---i7L---16 I ' ---7' -"' ...J > i > ·lo ·16' 6 0 "' ID 0 + 0 - 10+00 10+50 1/, 4 C ::i Ill c5 IP Ill ~ 3 201 ALLEY - 5 --1==~16 :1------c'l----, 5 g r--:N -:=;----+------+-----1----'+<>t:"T~ -"' "' 11+00 NO. 238 STA 10+ 75. 04 ALLEY 238 = STA 12+49.67 ALLEY 245 N=2,167,605.3862, E=6,056,877.7095 1/, 607 605 4 0 '° - 11+50 R/W I t--"' ,.. <O FLOW LINE SIDE CLEARANCE ===~=~~::::=:::.-TYPICAL "' 2 L© PLAN VIEW 10' or 20' JOIN EXIST. PVMT JOIN ALLEY FLOW LINE ~ AROUND SSMH TYP 1' 1' EXIST. PVMT ~r~··:.:~· _2~~i-MilN.JI~~I v==~I~~I ~-;;,;-.;;;;----t--t:: EXIST. PVMT .:·-• .;',,-'.: :_::~•~~:-•'· EXIST. PVMT SSMH COVER SECTION (0 DETAIL B MANHOLE IN PCC RIBBON GUTTER N.T.S. SCALE 1 "= 20' CONSTRUCTION NOTES (j) REMOVE EXISTING PAVEMENT AND CONSTRUCT 2-FOOT WIDE 8-INCH THICK PCC RIBBON GUTTER PER APPLICABLE PORTIONS OF CNB STD-140-L. 0 REMOVE EXISTING PAVEMENT AND CONSTRUCT INTERLOCKING CONCRETE PAVERS PAVEMENT SECTION PER CNB STD-144-L-A, AND STD-144-L -B. 0 REMOVE EXISTING PAVEMENT AND CONSTRUCT TYPE "A" PCC ALLEY APPROACH PER CNB STD-142-L. © REMOVE EXISTING AND REPLACE WATER METER BOX PER CNB STD-502-L. ® ADJUST WATER VAL VE TO GRADE PER APPLICABLE PORTIONS OF CNB STD-511-L. © ADJUST SEWER CLEANOUT TO GRADE PER APPLICABLE PORTIONS OF CNB STD-406-L. 0 ADJUST MANHOLE TO GRADE PER APPLICABLE PORTIONS OF CNB STD-111-L. © REMOVE EXISTING PAVEMENT AND CONSTRUCT 6-INCH PCC ALLEY PER CNB STD-140-L. ® REMOVE EXISTING PAVEMENT AND CONSTRUCT 6-INCH PCC PATCHBACK. @ NOTE NOT USED. @ NOTE NOT USED @ ADJUST MANHOLE TO GRADE PER APPLICABLE PORTIONS OF CNB STD-111-L, AND ALTER FLOWLINE PER DETAIL B ON SHEET 8. @ NOTE NOT USED. @ NOTE NOT USED. ® ADJUST EDISON PULL BOX TO GRADE_. ® ADJUST ADELPHIA CABLE TELEVISION PULL BOX TO GRADE. @ ADJUST TELEPHONE PULL BOXES TO GRADE. @ ADJUST GAS METER TO GRADE. SHADING LEGEND r--N "' SCALE 1'' = 20' [ful[i !IT !.if !Bill DECORATIVE BRICK PAVEMENT 6 .... 5 ;;; ...... IL :g + 0 --- 6 .... ;;; 5 _, 0: "' 0 + 0 -- 10+00 .... I _____ ~I PORTLAND CEMENT CONCRETE PAVEMENT Ll -'---"-"--'--'-~~---'--'I PRIVATE IMPROVEMENTS 4 .32% 17 PRO,OSED C 0.48% 0.40% ~46'> -• (? 10+50 STA 10+00.00 ALLEY 245 = STA 10+ 75.03 ALLEY 239 ' ' . E=6,056,633.7909 I 617 618 6 1/ 6;~ 6:1 0.36% ~<-v 6;<. 11+00 615 -0.20% 6' 6' ·7.s . ..,., 'LY P /L GRADE -0.32% 6'6:o< "<o> 4.!ll:5' 6;<, EXISTING S' P/L GRADE -- PROFILE SCALE HORIZ: 1 "=20' VERT: 1 "=2' 11+50 R/W 612 ALLEY NO. 245 -- -0.20% 6:46'.9 -- 6;{, 12+00 1/, r--0 <O 609 / / SCALE 1 "= 20' .... ;;; CL ~~ "' ..; -~ 12+50 f-a:: ci i D -- "' 0 "' 6 5 6 5 6 5 :--.'\.'\. '\.'\.'\.'\. '\.~ E 0 ,n C C-3630 :::-0 ----..... ------------r---r:~~:""l;l~lrn'::;;,;t'i',-,-----------------1S;) '-----1-----1---------------+--tAPPROVAL RECOMML· 2004-2005 ALLEY l ~~L ENGINEER REPLACEMENT PROGRAM ~ 09-R.C.E. NO. 46214 STA 35+00.00 TO 40+00.00 f DATE \-\O•OS o_ /&; L_J---L-----------+-+-;;~;;;;;;;;~=;;;;;;;;;;;;;;;;~".::'."-:-::-=-:-=-:~:-=:=-==:-::-:-:,-;:--;:::;--;;-:::::-;:;:1 .,-, c1~~~~ DESIGNED sc DRAIN SCRUMS c1TY oF NEWPORT BEACH ..,,,.,A,,,,-,,..5"!!!!1_5_5_-,,..s-t ~ L ________________________________________________________________________________________________ .J'--.::-D:ATE:~~B~Y~l~~~~~~D:;E-SCR::IP~TI::::ON_:._:OF _ _;_R:E;:VI-S:ION:::.s ___________ J.f--A_PP-_--,--,D:.zCH:_E;c;;CK=E=D~~;;:D:ATE;1il.5-,l;loc_ii,l_T~2~00-~·4J..._P;..U;..B;..L;;,;,IC;;..;.W;..O_RK_s_o_E_P_AR_T_M_E_N_T ..... _SH_E_E_T_a __ OF __ a .. :