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Home My WebLink AboutR_5787_S-;; ~ . s. e 7l ~ ., t ~ l---\ ?l ~ -(ll> .,.._ ~ ~ 1£ (\ -s:. N '--~ <:i Ci:l :::r:: u <i: w m >- D > D ~ "' "' "' z -=--+-------li'--~~-=;,--------t-ADAMS AVE. ORANGE COAST 0 f-l'.) z >- -V, r-§§ ~ z ;2 """" ::J D :::r:: ~ LL D f- u "' /2 0 CITY OF COSTA MESA VICTORIA 19TH VICINITY MAP SCALE: 1" = 4400' "' D "' "' <( I ST. SYMBOL LEGEND -0--POWER POLE COLLEGE "" w > "' <( ~ ST. @SSMH SANITARY SEWER MANHOLE 'tf FIRE HYDRANT BAKER .,__% ii,~ " rf' ,-fr -:f ;" "' ORANGE CO. f, FAIRGROUND ABBREVIATIONS AC DIP VCP RWV 0' & ,t -, UN!VERSI CITY OF IRVINE RD. ~ u WATER METER BOX & SERVICE FE ASPHALT CONCRETE DUCTILE IRON PIPE VITRIFIED CLAY PIPE RESILIENT WEDGE VALVE FLANGED END D GM GAS METER ----0-----VAL VE POWER POLE ANCHOR Q MONUMENT -x-x-x-FENCE ==== BLOCK\'IALL 0 (l{J _LLL .LLL .LLL ...LLL TREE SHRUBBERY ASPHALT PAVEMENT BRICK WALK CONCRETE EXISTING CONSTRUCTION PROPERTY LINE ----NEW CONSTRUCTION ___ ([_ ___ CENTERLINE ____ 5 ____ SEWER LINE -----W-----WATER L !NE ___ G _ _ _ GAS LI NE --E--POWER LINE -TEL-TELEPHONE LI NE -CATV-CABLE LINE _5p __ SPRINKLER SYSTEM :0: STREET LIGHT CJ SIGN I= -=j GARAGE OPENING t:::-----=:I WINDOW X SPRINKLER $ POTHOLE LOCATION MJ NTS RT STL ABAND IP&T MON CATV DWY co ARV B/APPR EV SW WWF so MECHANICAL JOINT NOT TO SCALE RING TIGHT STEEL ABANDONED IRON PIPE AND TAG MONUMENT CABLE TV DRIVEWAY CLEANOUT (SEWER> AIR RELIEF VALVE BACK OF ALLEY APPROACH ELECTRICAL VALVE SIDEWALK WELDED WIRE FABRIC STORM DRAIN ;.. l:J ~ "' EMERGENCY TELEPHONE NUMBERS SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CI TY OF NEWPORT BEACH (UTILITIES DEPT. ) COUNTY SANITATION DISTRICTS ADELPHIA CABLE UNDERGROUND SERVICE ALERT DAY (800) 624-8153 ( 800) 611-1911 611 ( 949 l 644-3011 (714) 962-2411 (714) 542-6222 (800) 422-4133 CITY NIGHT (800) 624-8153 (800) 611-1911 611 (800) 422-4133 ... t:J ~ "' :f THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES PRIOR TO COMMENCING WORK ELDON DAVIDSON CITY SEWER AND WATER (949) 644-3011 LARRY KOLBO CITY STORM DRAIN C 949) 644-3055 !FOR OF NEWPORT BEACH ~@ £ [Q) t"J £ lf □ ~v1 W' ~@ W ~ ~v1 ~~LI~ FROM 12TH STREET TO MEDINA WAY C-3428 ST PL -5 1 5 1 ( 01 4 ) ,ls/oz. APPROVE□: DATE: BL! WORKS DIRECTOR R.C.E. 36106 r J I APPROVED: w~_.'Y~ DATE: 1/e/0-z. ;.. t:J ~ "' CITY ENGINE R.C.E. 24967 INDEX MAP SCALE: 1• = 200' ROADWAY PLAN SHEET NUMBER ROADWAY PROFILE SHEET NUMBER DRAINAGE PLAN & PROFILE NUMBER DESIGNED ;.. ,.,, f# J.;; "' SHEET INDEX DESCRIPTION TITLE SHEET TYPICAL SECTIONS AND DETAILS ROADWAY PLAN ROADWAY PROFILE DRAINAGE PLAN & PROFILE SIGNING AND STRIPING CROSS SECTIONS ANGELA HARVEY PACIFIC BELL ( 714) 666-5725 PREPARED BY: JL MARK PALEN THE GAS COMPANY IDISTRIBUTIDN> (714) 634-3262 KFM ENGINEERING, INC. CHECKED BOB WARTH THE GAS COMPANY c TRANSMISSION> C 714 > 634-3119 /,-P/\""l-P,4'"'='"'-R % 26632 Towne Centre Dr ... 240 RK I . 2. 3. 4. 5. SHEET NO. 2 3 -10 II 18 19 -29 30 -33 34 57 GENERAL NOTES ALL \'/ORK SHALL CONFORM TO THE 1994 EDITION OF THE CITY OF NEWPORT BEACH STANDARD PLANS AND SPECIFICATIONS. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 1997 EDITION (Green Book) 1992 CALIFORNIA STANDARD SPECIFICATIONS, AND CALTRANS STANDARD PLANS PUBLIC AND PRIVATE UTILITIES AND THE ACCOMPANYING SUBSTRUCTURES SHOWN ON THESE PLANS ARE FROM AVAILABLE PUBLIC DATA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UTILITIES AND SUBSTRUCTURES \'/!THIN" THE CONSTRUCTION LIMITS. DAMAGE TO SUCH RESULTING FROM CONSTRUCTION OPERATIONS SHALL BE THE CONTRACTOR'S RESPONSIBILITY. ALL UNDERGROUND UTILITY AND OTHER SUBSURFACE \'/ORK SHALL BE COMPLETED PRIOR TO COMPLETING THE FINAL SURFACING. THE CONTRACTOR SHALL NOTIFY THE CITY OF NEWPORT BEACH, PUBLIC l'IORKS DEPARTMENT, PH. (949) 644-331 I, forty -eight (48) hours. PRIOR TO ANY ROAD CLOSURE AND/OR DETOUR. CONSTRUCTION SURVEY \'/ORK FOR THE LINES AND GRADES FOR CONSTRUCTION OF THIS PROJECT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. REMOVAL/ADJUSTMENT/DISPOSITION NOTES/LEGEND III rn [}] GJ PROTECT IN PLACE. RELOCATE BY OTHERS. GRIND EXISTING PCC ROAD\'IAY SURFACE ................. m COLD PLANE EX I ST I NG AC ROAD\'/AY SURF ACE ............. ~~ REMOVE EXISTING ROAD\'/AY FOR DEEP LIFT SECTION. ·r.:.·. >-I ___ ~ REMOVE INTERFERING PORTIONS OF EXISTING STORM DRiflN PIPE. -,-.. SLURRY REMAINING PORTIONS OF EXISTING STORM DRAIW.PIPE. REMOVE AND DISPOSE OF EXISTING CATCH BASIN. [1j RELOCATE BY CONTRACTOR. CD ® ® G) ® ® @ GJ> @ @ CONSTRUCTION NOTES CONSTRUCT 2" THICK ARHM SURFACE COURSE. CONSTRUCT VARIABLE THICKNESS CONVENTIONAL AC LEVELING COURSE (1.5" MIN. THICKNESS), LEAVE 2" BELO\'/ PROPOSED ROAD\'/AY FINISHED SURFACE. CONSTRUCT 7" THICK CONVENTIONAL AC DEEPLIFT SECTION, LEAVE 2" BELO\'/ PROPOSED ROAD\'/AY FIN !SHED SURF ACE. REt!.OVE AND CONSTRUCT PCC CURB AND GUTTER PER CITY STD-182-L, TYPE A. SA\./CUT AND CONSTRUCT 1' \'/IDE PCC GUTTER PER CITY STD-182-L, TYPE B CMODIFIEDl PER DETAIL 'A' ON SHEET 2. REMOVE AND CONSTRUCT 4" THICK PCC SIDEl'IALK PER CITY STD-180-L . REMOVE AND CONSTRUCT CURB ACCESS RAtl.P PER CAL TRANS STD A88A, CASE C. REMOVE AND CONSTRUCT RESIDENTIAL DRIVE\'/AY APPROACH, TYPE I I, PER CITY STD-163-L. REMOVE AND CONSTRUCT STANDARD CROSS GUTTER 8' \'/I DE PER CI TY STD-185-L. ADJUST MANHOLE TO GRADE PER CITY STD-111-L. ADJUST VALVE TO GRADE PER CITY STD-511-L. ADJUST MANHOLE TD GRADE CBY OTHERS). -0 ~ REMOVE AND CONSTRUCT ALLEY APPROACH TYPED PER ClTY STD. 143-L. SA\'ICUT REMOVE AND RECONSTRUCT PCC CURB PER CITY STD 182-L, TYPE B - ~® [YI@ ... /if ... BENCH t.lARK: 1E-69-68 Co.c.s. l ELEV. 5.296' .MSL CNGVD 29) 1.6 MILES NORTHWEST ALONG BALBOA BOULEVARD FROM THE POST OFFICE IN BALBOA TO ITS INTERSECTION WITH 19TH STREET; ABOUT 250 FEET SOUTHEAST ALONG THE CENTERLINE MEDIAN OF , BALBOA BOULEVARD FRO!.! THE CENTERLINE OF THE STREET: ACROSS FROM HOUSE #1812; SET IN THE SOUTHWEST CORNER OF A CONCRETE CATCH BASIN; 0.6 FEET HIGHER THAN THE BOULEVARD. APPROVAL RECOMMENDED APPROVAL RECOMMENDED APPROVAL RECOMMENDED TITLE SHEET BALBOA BOULEVARD a AL OHARA EDISON C714> 895-0246 =-c..-"' Foothill Ranch, CA 92610 1------11---t----------------+---lr'"~ ' DRAWN UTILITIES DIRECTOR (714) 338-2000 Phone (949) 580-3838 JO R.C.E. NO-25333 TRANS. & DEV. SERVICES MANAGER GENERAL SERVICES DIRECTOR FROM 12TH STREET TO MEDINA WAYi CALL TOLL FREE TIM SCANLIN ADELPHIA CABLE ~ __,J----DESCRIPTION R. C. E. NO. 22045 1-800-422-4133 q__ /-/. ~01/02/0? 1---D-AT_E_--;_D_A_TE~-----------~---t CITY OF NEWPORT BEACH R-5787-S BEFORE YOU DIG 627G7~~~c~gA~~A~~ IN INCHES L.. = 2 3 R.C.E. NO. 42407 DATE 01/02/02 REVISIONS DATE di -tf'-t:JZ... DATE j.,..,.,.,'1 ,. z.,.,z._ DATE Cf-7-0~ PUBLIC WORKS DEPARTMENT SHEET 1 oF--5.L' L....::.:~~~~~~..:.::....!!~:.:;____:====~~~:.........:~------------1.-------...J.....:....:....::..:....::.::..L ____ _:_:_.:..:...:....:. ___ ~~~::::::::::::::::::==.l.'.:.~::::::::::~~=.L~:::::::::::::;;;;;:::::::::::::::.L.,:.=:.:..:....::=:.....:.:....:.::..:..:.::::.:..:..._~:..=::::.:.:::::'.::J~ 0 0 • "' r . I I I I u f- a 0 . "' r . . . N --_. __ ---------______ • ----_LO __ _ . 0 "' I a: ID 50 . "'" ...J u.. . "' "'" I . N a, . "'" u f- a "' . "'" ...J u.. 40 ---~PROPOSED DESCRIPTION ELEVATION, OFFSET--,~~ PROPOSED SLOPE co ,-. . ... ,q-.... 0.. w z _J 6 0 . 0 ..,. I . ch ,.,, .. "' ci:: u " d_ "' "'" • : r- N : r-1 0• : T"" . . -: r-• : a, "' . : "'" ...J u.. . ...J - - - - - - - - - - - - - : . ·LL:. - - -N . "' N . j -. 0 -w w . . "' "' u u f--f-- -w 0 . a, "' . "'" ...J ...J u.. u.. "' CL PROPOSED SLOPE. ----·---Z········· _J ,- 0 . "' 0.. --------W-- -~~-EXISTING DESCRIPTION ELEVATION, OFFSET 30 20 10 1 0 20 30 0 0 . co ,., . "' ,., . "' a:: u -------~ Q_ ®~©u □@~J -c~~v u@ ©L\l@®® ®~©u □@~J® (SEE CROSS SECTIONS -SHEETS 34 THRU 57) SCALE HORIZ: 1" -10' VERT: 1 " = 1 ' 0 0 . "' "'" . I I . I I u f-- 0 0 • "' "'" . a, 0 . "' ...J u.. b C) • 0 0 "' . ,-«I . a, "' .. 'I ------··-v · "' . ,., -~ co m . "' u f-- 0 N . "' ...J u.. 40 50 NORTH R/W 50' 50' SOUTH R/W SA\'/CUT (\'/HERE OCCURS) 8' 15' PARKING \'/,B. N0,2 )c,----14 1--l>J VARIES 1 ' ( TYP l 45' w z -...J w z <( ...J 22' 1 0' 12' 8' \'/,B. NO. 1 PARKING w 2' z _.,___...., -...J ~ 0 a:: u 8' PARKING 2' CURB 1 45' 22' 37' 12' E,B, N0.1 w z -...J w z <( ...J ~ ,/ ,.,-:: ' \ 1 ' I 5 3 15' E,B, N0.2 4 8' PARKING w z -...J ~ iS 4 a:: u VARIES ~ SA\'/CUT 6 S/\'/ ( \'/HERE OCCURS) )c,-----15 1---l>J VARIES • I 1 ' ( TYP l SCALE HORIZ: 1" = 10' VERT: 1 " = 1 ' LEGEND (THIS SHEET) IXX&l vll/l GRIND P.c.c. PAVEMENT COLD PLANE A.C. PAVEMENT A.C. DEEPLIFT & VARIABLE THICKNESS LEVELING COURSE FL TC EP (#) # S/W = FLOWLINE = TOP OF CURB = EDGE OF PAVEMENT = EXISTING ELEVATION = PROPOSED ELEVATION = SIDEWALK REMOVE AND RECONSTRUCT----.._ EXISTING PCC CURB AT MEDIAN BULB NOSE 6 2" ARHM 5 ~-AC BASE COURSE VARIABLE THICKNESS 4 [), /> CONSTRUCTION NOTES (D CONSTRUCT 2" TH I CK ARHt.l SURF ACE COURSE. /> [), ~-SAND BEDDING ---12"/18" RCP @ CONSTRUCT VARIABLE THICl<NESS CONVENTIONAL AC LEVELING COURSE (1,5" MIN, THICKNESS), LEAVE 2" BEL0\1 PROPOSED ROAD\'/AY FINISHED SURFACE. @ CONSTRUCT 7" THICK CONVENTIONAL AC DEEPLIFT SECTION, LEAVE 2" BELOt/ PROPOSED ROAD\'/AY FINISHED SURFACE. @ REt!.OVE AND CONSTRUCT PCC CURB AND GUTTER PER CITY STD-182-L, TYPE A, @ SA\'/CUT AND CONSTRUCT 1' \'/IDE PCC GUTTER PER CITY STD-182-L, TYPE B (~ODIFIED) PER DETAIL 'A' ON SHEET 2, REMOVAL/ADJUSTMENT/DISPOSITION NOTES/LEGEND REMOVAL/ADJUSTMENT/DISPOSITION NOTES/LEGEND III PROTECT IN PLACE. (II RELOCATE BY OTHERS, GRIND EXISTING PCC ROADWAY SURFACE,., ....... ,, .... , m (1J COLD PLANE EXISTING AC ROAD\'/AY SURFACE ............ -~ [fil REt.'.OVE EXISTING ROAD\'/AY FOR DEEP LIFT SECTION ...... ~' --~ -I!) -s,- 0 I- a N 0 I- 6 ll 6' r~ 8,33% V MAX ' ' ' ' ' ' 6,, 12" ,---NEW AC PAVEMENT OR MIN. 12" WIDE, 8,, CF 8" DEEP, AC PATCH BACK. . ' ' ' ' ·, ' ' ' ·, ' ' ' ' 3: 12 BATTER . ' ' ' • ' ' ' 1 .00% . " ·, 0 ' ' ' • ' ' ' ' ' ' 0 ' 0 . . ' • ' ' NO SCALE 1 2" 1 ,, CURB FACE HIEGHT VARIES a CX) ,---NEW AC PAVEMENT OR MIN. 12" WIDE, 8" DEEP, AC PATCH #4 DO\'/EL SPACED 4' Q.C. MIN, LENGTH 8", DO\'/ELS MAY BE DELETED \'/HEN CONCRETE IS BONDED TO EXISTING CURB \'/ITH APPROVED EPOXY ADHESIVE CONFORMING TO STATE OF CALIFORNIA SPECIFICATION 8040-01E-08 AND BE USED IN ACCORDANCE \'/ITH MANUFACTURE'S PRINTED INSTRUCTIONS. CITY STD 182-L (ADD 1' WIDE GUTTER) NO SCALE VARIES l-'!l rr, X ,.,., <t . ::;;: CX) I I I CURB BACK. a CX) 7 0 0 N ' ~ 0 ' N 0 A " ro ro 0 A " v----EXIST ~~ ~lUJ~[L tl i NOT TO SCALE / 0 0 C-3428 D 0 D / ,---------------..,.....---------.--,---.,--------------,----.-------------------15 DESIGNED o No, 42407 , 3·31 • PREPARED BY= JL TYPICAL SECTIONS & DETAILS .:l + KFM ENGINEERING, INC. CHECKED B A L B O A B O u L E V A R D 5 26632 Towne Centre Dr. "240 RK i C Foothi11Ranch,CA92610 1-D-RA_W_N----i---t----t--------------t---iFROM 12TH STREET TO MEDINA \"JAY~ ~(949) 580-3838 JO t---+--+--------------1--11--------------r--------1':: ~ ~ 01 /02/021-D-AT-E-----11-D-A_TE~-BY_~ ___ D_E_sc_R_rP_T_r□_N ____ ~----l CI TY OF NE WP ORT BEACH R-5 7 8 7-S ~ FOR REDUCED PLANS O 2 3 R, c. E. NO. 42407 DATE 01 /02/02 REVI s IONS PUBLIC WORKS DEPARTMENT SHEET 2 OF~ " 1.,!:0R:;..!I~G.;.:IN~A~L,.;S:,!;;C!!AL~E;...!_;IS:..,.:!IN:!.....:;IN~C;!:!H!;;;ES;_..!;:===;;!=::::=~;;!=::::;=~::.J---------------------------------------------------==---...l.-------------..J.----.L------------------.L-..:..:..:...:._ ________ _jC::..:..::::::=.::::._::::::.J0 7'v ) • r[1 ,..J fl<; ,....l (/' d "'9 ,, k V, ~ ~ r -\'10' t' ~ 1-(/) - REMOVAL/ADJUSTMENT/DISPOSITION NOTES/LEGEND GRIND EXISTING PCC ROAD\'/AY SURFACE ..........•...... ~ GJ COLD PLANE EXISTING AC ROAD\'/AY SURFACE ............. ~ []] REMOVE EXISTJNG ROAD\'/AY FOR DEEP L]FT SECT JON •••••• I~---- CURVE DATA @ DELTA RADIUS LENGTH TANGENT @ 90•00'00" 5.00' 7.85' 5.00' CD ® ® CONSTRUCTION NOTES CONSTRUCT 2" THICI< ARHM SURFACE COURSE. CONSTRUCT VARJABLE THICl<NESS CONVENTIONAL AC LEVELING COURSE (1.5" MIN. THICl<NESSl, LEAVE 2" BELOW PROPOSED ROAD\'/AY FIN I SHED SURFACE. CONSTRUCT 7" THICI< CONVENTIONAL AC DEEPLIFT SECTION, LEAVE 2" BELO\'/ PROPOSED ROAD\'/AY FINISHED SURFACE. RE!!.OVE AND CONSTRUCT PCC CURB AND GUTTER PER CI TY STD-182-L, TYPE A. SA\'/CUT AND CONSTRUCT 1' \'/IDE PCC GUTTER PER CITY STD-182-L, TYPE B O!.OD IF JED l PER DETAIL 'A' ON SHEET 2. @ REMOVE AND CONSTRUCT 4" THICI< PCC SIDE\'/ALI( PER CITY STD-180-L. G) REMOVE AND CONSTRUCT CURB ACCESS RM.'.P PER CAL TRANS STD ABBA, CASE C. REMOVE AND CONSTRUCT STANDARD CROSS GUTTER 8' \'/IDE PER CITY STD-185-L. ADJUST MANHOLE TO GRADE PER CITY STD-111-L. ADJUST VALVE TO GRADE PER CITY STD-511-L. ADJUST MANHOLE TO GRADE (BY OTHERS). SA\'/CUT REMOVE AND RECONSTRUCT PCC CURB PER CI TY STD 182-L, TYPE B 11th STREET I-(/) -X UJ 0: z (.) 0: -UJ (.) D "' ..., 0 X 0 UJ 5' 15' 15' 5' . "' z ~ -20' 20' D "' ..., SCALE: 1" -20' SEE STREET PROFILES ON SHEET 11 I-(/) -X UJ z 0: -0: (.) D (.) "' ..., UJ 0 XO . 0 UJ D "' . . ':I' N zo + □ ':I' .... 0 "' ..., "' ~ w z ....... _J :r: u I-<( 2 C-3428 ~ 0 0 N ' ~ 0 ' N o, A " 00 0 A " C D 0 D 0 ,,; ' 0 ' .'.. ' ;3, 0 ' 2• -' 0 ' ;3 ' ,.----------------r::,c-::-,-:::-,:c::---,--"""T--,--------------,---.--------------------;L 0 00 ' DESIGNED O , PREPARED BY: JL ROAD\'JA y PL AN L, ' +, KFM ENGINEERING, INC. CHECKED B A L B O A B O u L E V A R D 6 ' RICK KREUZER ~ 26632 Towne Centre Dr. 0 240 RI< f: No. 42407 ~ FoothillRanch,CA 92610 '-D-RA_W_N __ -1----1---t--------------t---iFROM 12TH STREET TO MEDINA \·JAY~: . 3-31-* ~(949) 580-3838 Jo l----+---l--------------t----11---------------.------;~ : CJV\1-~ ~01/02/021-D-AT_E __ ~ DATE BY DESCR[PTION CITY OF NEWPORT BEACH R-5787-5 ~: FOR REDUCED PLANS O 2 3 OF C~ R.C.E. NO. 42407 DATE 01 /02/02 >--~-------R-EV_I_S_IO_N_S _______ __, PUBLIC \'/ORKS DEPARTMENT SHEET 3 OF _51__ ; ' Ll□~R~IG~l;!!N~AL!;__:S:;:C~AL~E~I~S_;I~N~IN~C~H!,ES~_!;:::;~::::~! ; : : : : : : : . ; ; ; ; ; ~ ; ; ! : : : : : : : : : ; ~ ~ _ L . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . l . . - - - - - - - - - - - - - - - . L - - - - . 1 - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - L - - - - - - - - - 1 □ I V 8 \'/=25' IV) \7-25.:1-22 47-26~-21 I-\ w w I/! :r: ~ V) --- \..<>_ . . ~,,, -•' LC2-c~ ,0·,;:,C "' REMOVAL/ADJUSTMENT/DISPOSITION NOTES/LEGEND 8J GRIND EXISTING PCC ROAD~/AY SURFACE •.•.•.••..••.•••. ~ COLD PLANE EXISTING AC ROAD\'/AY SURFACE •.•••.••.•••. ~'\'j REMOVE EXISTING ROAD\'/AY FOR DEEP LIFT SECTION •••••• ~I--~ CURVE DATA ® DELTA RADIUS LENGTH TANGENT @ 90°00'00" 5.00' 7.85' 5.00' ' .> I V -17-252-06 G) ® 47-264-16 I 47-26<1-15 L, .. I -· _, --- ' • s • ' lt') I-' ~ ---t \ I . -· ! < ' ! I ' /i ,17-252-07 ~1~' ½7-252--08 I I 0 CONSTRUCTION NOTES CONSTRUCT 2" TH I CK ARHt.1 SURF ACE COURSE. CONSTRUCT VARIABLE THICKNESS CONVENTIONAL AC LEVELING COURSE (1.5" MIN. THICKNESS), LEAVE 2" BELO\'/ PROPOSED ROAD\'/AY FIN I SHED SURF ACE. CONSTRUCT 7" THICK CONVENTIONAL AC DEEPLIFT SECTION, LEAVE 2" BEL0\1 PROPOSED ROADl'/AY FINISHED SURFACE. REt!.OVE AND CONSTRUCT PCC CURB AND GUTTER PER CITY STD-182-L, TYPE A. SA\'/CUT AND CONSTRUCT 1' \'/IDE PCC GUTTER PER CITY STD-182-L, TYPE B 01.0DIFIEDl PER DETAIL 'A' ON SHEET 2. REMOVE AND CONSTRUCT 4" TH I CK PCC SI DE\'/ALI( PER CI TY STD-180-L. REMOVE AND CONSTRUCT CURB ACCESS RAt!.P PER CAL TRANS STD A88A, CASE C. REMOVE AND CONSTRUCT RES I DENT I AL DR I VE\'/A Y APPROACH, TYPE I I , PER CI TY STD-163-L. ADJUST MANHOLE TO GRADE PER CITY STD-111-L. ADJUST VALVE TO GRADE PER CITY STD-511-L. SA\'/CUT REMOVE AND RECONSTRUCT PCC CURB PER CITY STD 182-L, TYPE B I I I 42407 I-I-en -en -;:: X X Q w 10+65 w a:: z z a:: u a:: - - a:: u w u 0 0 u m m -:, -:, w SCALE: 1" = 20' SEE STREET PROFILES ON SHEET 12 / LO C-3428 ~ 0 0 N '-. ITT 0 '-. N 0 A " w r -< s -< ITT ' ~ ' l.(l I ~ ' ,;.j I o, A ' " ' 0 w r r 0 ~ ~ w " r C O> D -" / 0 0 .0 -0 .0 / ,-----------------,,-D-ES_I_G-NE--D-----,--,----.--------------""T'"-~--------------------1g m PREPARED BY: JL ROAD\'JAY PLAN .0 + KFM ENGINEERING, INC. CHECKED B AL B O A B Ou L E V A R D 6 26632 Towne Centre Dr. "240 RK i C Foothi11Ranch,CA92610 1------1-----a1-----+-----------+---1FROM 12TH STREET TO MEDINA \'JAY~ ~(949) 580-3838 DRAWN JO '; ~ ~ 01 /02/02 t-D-AT_E __ __,t-D_A_TE~_BY_~ ___ D_E_sc_R_IP_T_I□_N ____ ~--, CI TY OF NEWPORT BEACH t--R_-_5_7_8_7_-_s---,~ L~FO~R~RE~D~U-CE~D;!:;,PL~A~N~S...!..'.:~~!2..-o:::=:~=~!::=:;;;;~~2==~~3~----------------------------------------------------==-----LR._c_.E_._N_o_._4_24_0_1 _______ 0_AT_E..JL0_1_1_0_2_1_0_2J_ _________ R_E_v_1s_1_□N_s _______ .J._~P~U:B:L:I:C_1:10~R:K~S:.......:D:E:P~A~R:T~M:EN:TL-1:s:'.::E~T-=4:'.:::~F~5~7:..I~', ORIGINAL SCALE IS IN INCHES ~ o, ~ ) J 0( ..J I V "I"" 47-273-36 .'.l7-273-19 47-2?3-~ 8 47-273-~ 7 47-273-30 47-273-31 47-273-1~ 47-273-33 ,_ Vl X w a: z u a: W U D "' ..., .. q-... • .. r--0 0 • 0 0 "' . . "' 0 <O -"' :I? _'I? -0 0 ---47 27 -3' ~ ~~==I'-==-=-...,.,,..,=='==-=--= -=---=__.L,.==-=--=--=--='!==-=--= -=--_-=!-==---"""-=-==-=ir'l-e:-=---===-=='=i=--=--=-...,.=~J:;::_;;;_~_;:;:;:_ :::;JJ;i;::_;:: -~---!~~~~ _::::::::::_ =:'.,_J,=-""'==-'"'"-c====-==-===-==r:,!a w I V)~Y~o~~a~Eu~~CLx.::~:::.x~ ,_ Vl -X w 9th STREET z a: -a: u D u "' ..., w 20' VARIES 5' 15' 15' VA ~r---- ~ ,,.. I 47-27<;--29 -Exils ~ ~~~=-===-===-~---u~'fiiii-.;~-:2-:L--r~!,,~8;P~-~-SSID)~~~~=-=-~~~~6s!:~,_§l!~~~~t--=s:~~~4::~~~~-i;'.::J,:t_=~=:--::-=::..:::__.=_:~~~-E-~-~=:f~~~~~~~=~;=._~~~~~~~-~~t~~~~-t---+~t1t~~~ii~tAiL~Bi□¾-A;::~5'.)~r=---=_:=~--',:-::2'':'._::'_=-=-=\,t~~~~~;:;_ti ~ ,-----5EE ---fillEE'L.2.1 s---~~ PROP. CRO\'/ h STREET ,.- <( I-V) w z >-< _J L ------TEL----------+ _lL + -+- 5 ASPH ASPH'-- --s 5--._ ~ __L f;}=~--~-c- 1() 1 2 -:r - +75 26 ... If) 3 1 ,.----==--_j--.-___-- - -------------5 3 1 RT 7-2 ji-2 a: u "' a: u ___ .. w -1,,-... Vl ,-. .. -. 0 0 X 0 0 0 w l . . 0 ... z "' 'l? ... --+ D -"' "' ..., ~ 0 0 N '-~ 0 '-N 0 A " REMOVAL/ADJUSTMENT/DISPOSITION NOTES/LEGEND CONSTRUCTION NOTES GRIND EXISTING PCC RDAD\'/AY SURFACE ................. ~ 8J COLD PLANE EXISTING AC ROAD\'/AY SURFACE ............. ~ []] REMOVE EXISTING ROAD\'/AY FOR DEEP LIFT SECTION •••••• ~'--~ CURVE DATA ® DELTA RADIUS LENGTH TANGENT @ 90°00'00" 5. 00' 7-85' 5.00' G) ® CONSTRUCT 2" THICK ARHM SURFACE COURSE. CONSTRUCT VARIABLE THICKNESS CONVENTIONAL AC LEVELING COURSE (1.5" MIN. THICKNESS), LEAVE 2" BELO\'/ PROPOSED ROAD\'/AY FINISHED SURFACE. CONSTRUCT 7" THICK CONVENTIONAL AC DEEPLIFT SECTION, LEAVE 2" BELO\'/ PROPOSED ROAD\'/AY FINISHED SURFACE. REt.mVE AND CONSTRUCT PCC CURB AND GUTTER PER CI TY STD-182-L, TYPE A. SA\'/CUT AND CONSTRUCT 1' \'/IDE PCC GUTTER PER CITY STD-182-L, TYPE B CMDDIFIEDJ PER DETAIL 'A' ON SHEET 2. @ REMOVE AND CONSTRUCT 4" THICK PCC SIDEl'/ALK PER CITY STD-180-L. (j) ® REMOVE AND CONSTRUCT CURB ACCESS RAMP PER CALTRANS STD A88A, CASE C. REMOVE AND CONSTRUCT RESIDENTIAL DRIVE\'/AY APPROACH, TYPE II, PER CITY STD-163-L. ADJUST MANHOLE TO GRADE PER CITY STD-111-L. ADJUST MANHOLE TO GRADE CBY OTHERS). SA\'/CUT REMOVE AND RECONSTRUCT PCC CURB PER CITY STD 182-L, TYPE B ICK KREUZ . 42407 . 3-31-0 SCALE: 1" -20' SEE STREET PROFILES ON SHEET 13 C-3428 A " C o> I ": ' ~ ' ';' ' -' 7' 0 ' _8 I _, _g ' ,, ,-----------------r""'C'",.,..,-=-:---,r---,---,----------,-------,---,r----------------:---------1~' DESIGNED ~ ' PREPARED BY: JL ROAD\'JA y PL AN D ~ KFM ENGINEERING, INC. CHECKED B B O B O E VAR D 5 26632 Towne Centre Dr. "240 RK AL A LJ L i C FoothillRanch,CA 92610 1------i---i------t-------------1---JFROM 12TH STREET TO MEDINA \"JAY~ ~(949) 580-3838 DRAWN JO ~ ~ ~ 01 /02/021-:D:-:-AT=E:-----lf--DA_T_E _,__8_Y _,__ ____ D_E_sc_R_I_PT_I_□N-------'-----l CI TY OF NEWPORT BEACH f--R_-_5_7_8_7_-_s-;~ FOR REDUCED PLANS O 2 3 R.C.E. NO. 42407 DATE 01/02/02 REVISIONS PUBLIC WORKS DEPARTMENT SHEET_5_oF_21_ :<: ~O~R,!,:IG~I~N~A~L_;S!;:C~A!;;LE~I,::S_l!_:N~IN~C;:_!:H!_:;E,;.S_!:;;:;::::;;:::::::;~::;:=~~!=::;:=~;;..:L ___________________________________________________________ .,L _______________ L ____ J_ ____________________ J_ _____________ l.:,._-===---==..1 0 LO 1-w w I l/) 25- I -----+oo 1 3 5 X UJ 0: z (.) 0: -w u a "' -, .. ff') ... • .. r-en en • N N en • • ! ~ w - a a -- 1' 8th STREET 25' 25' s' X UJ z 0: -0: u a (.) "' -, UJ .. .. • • en ..,. ..,. -en en . . . ..,. a ..,. -~ i1~ a --- +25 -- \' - =------2 ,,. 1.11 w w l/) \~-~ O=~~ \\ ~---\,Ex._:~c -=D~~-+,---~ -- 117+94,i:>4 BALBOA 1 o+oo 8th STREET N 0 +25 .-.,a;.;,.---'J.,_---0 0 + LO __ ;:,., >,---.-_ --==---------------------:=i. 5,-~1 I I 15 LT1 + 0 -ELE---8-B--- REMOVAL/ADJUSTMENT/DISPOSITION NOTES/LEGEND I]] 11] PROTECT IN PLACE. k"x"x"x"J ~~t~eA ~~ I ~t I ~~H~~~. ROAD\'/AY SURF ACE ••••••••••••••••• .,,__b666cl..A-"__,,,_, EBt~DP~A~~T~~~srlNGRgeD~6ADtl~~F~6~~ACE::::::::::::: m ~~~Bv~L~~~s~t~aT ~~~D6~YRPA~1'18~E~u~1 ~YE SE Cl 1 or~: : : : : : ~ REt!.OVE EXISTING ROAD\'/AY FOR DEEP LIFT SECTION •••••• I I REMOVE INTERFERING PORTIONS OF EXISTING STORM DRAIN PIPE. [I] SLURRY REMAINING PORTIONS OF EXISTING STORM DRAIN PIPE. I]] REMOVE AND DISPOSE OF EXISTING CATCH BASIN. I}] R ~LOCATE BY CONTR~~i1; DATA @ DELTA RADIUS LENGTH TANGENT @ 93°17'41" 5.00' 8. 14' 5.30' © 87°09'28" 5.00' 7. 61 ' 4.76' ® 86°45'48" 5.00' 7.57' 4.73' ® 92°47'32" 5.00' 8. 1 O' 5.25' ® 04° 48' 56" 5629.65' 593.33' 236.72' ----□ ---0 CD ® ® 3 1 --V\ -::__ 'I_\ i ~ 47-282-10 ,J1-2 2-11 I I I 11 3 \'/=1 0' \J -1"1 \ I 0>--e,'(;... s-<-fl I I I I CONSTRUCTION NOTES CONSTRUCT 2" THICI< ARHM SURFACE COURSE. CONSTRUCT VARIABLE THICl<NESS CONVENTIONAL AC LEVELING COURSE (1.5" MIN. THICl<NESSJ, LEAVE 2" BELO\'/ PROPOSED ROAD\'/AY FIN I SHED SURF ACE. CONSTRUCT 7" THICI< CONVENTIONAL AC DEEPLIFT SECTION, LEAVE 2" BELO\'/ PROPOSED ROADWAY FINISHED SURFACE. +50 ~ ' R T REt!.OVE AND CONSTRUCT PCC CURB AND GUTTER PER CI TY STD-182-L, TYPE A. SA\'/CUT AND CONSTRUCT 1' \'/IDE PCC GUTTER PER CITY STD-182-L, TYPE B Of.OD IF I ED l PER DETAIL 'A' ON SHEET 2. ~ w 2~'RT :1 '~ I ,--,11 -----I I -------- ---------------I I -------------I --------- - - - - - - ·, I ,-~ l ---------------1---~-----------------! B 25' 25' 0: (.) a: w (.) "' .. -.. --x 'I""" • coWooo, 42-023-01 SCALE: 1" = 20' ---1/1 ----------- 1.11 --(./) -~crl rn --------II ("Tl ------ Ul ------------(./) :c rn -~=c-c\rn -I --1 ~ 0 0 N ' ~ 0 ' ' N 0 w ~ "' 9 "' ml ~ I LD I 71 (X) I 0 I A I " 0 :" I ~ I 3, @ REt!.OVE AND CONSTRUCT 4" THICI< PCC SIDE\'/ALI( PER CITY STD-180-L. ~ I w I CS I -I ~ I (i) REMOVE AND CONSTRUCT CURB ACCESS RAt!.P PER CAL TRANS STD ABBA, CASE c. ® 1 1 1 REMOVE AND CONSTRUCT BESD0B8T$EnND~CTBEO~@SBPBBIDEER,P[aPEITY,SWBR18$~~ STD-163-L. ADJUST MANHOLE TO GRADE PER CITY STD-111-L. ~~ ~ (UJ ~ [Lif REMOVE AND CONSTRUCT STANDARD CROSS GUTTER 8' \'II DE PER CI TY STD-185-L. 7 A 1 DD ~ : ADJUST MANHOLE TO GRADE C BY OTHERS J. il ~ 1 ';' I ADJUST MANHOLE TO GRADE PER CITY STD-111-L. -1 REMOVE AND CONSTRUCT ALLEY APPROACH TYPE D PER CITY STD. 143-L. t: ADJUST VALVE TO GRADE PER CITY STD-511-L. SEE STREET PROFILES ON SHEET 14 ~ : SA\'/CUT REMOVE AND RECONSTRUCT PCC CURB PER CITY STD 182-L, TYPE B 1 ---~---------IDE:sic;ii5Jl_l __ 1 ___________ -,---r-------------~C::.=3~4=.2~8~-l~: ADJUST MANHOLE TO GRADE ( BY OTHERS J. PREPARED 8-Y: DESIGNED 8 : J L RO A D \"J A Y P L A N il : REMOVE AND CONSTRUCT ALLEY APPROACH TYPE D PER CITY STD. 143-L. KFM ENGINEERING, INC. CHECKED ~ 1 RICK KREU 26632 Towne Centre Dr. "240 RK BALBOA BO LJ L [VAR D f : 0 • 42407 Foothill Ranch, CA 92610 c , _3_31 _ Phone {949)580-3838 DRAWN JO FROM 12TH STREET TO MEDINA \'JAY~: L~~!:.~R~IG:.:,~~~~~~;...c~~g~A~r!;.~A...!~..;!~_1:;:N~IN:!,!:C~H~ES~..;o=~=!;;;;;!: 1==~~2==~~31. _________________________________________________ ~::~~:'v::6~~::~-_tef2?~~A.:_~~:====-e:==7=0=1=1=0 ~ 2 ~ 1 ~ 0=2 ID~A~T~E~0~~~CtDA=T=E=B=Y======D~ES~C~R~[P~T:[~ON=====~=fC~I~T~Y~O~F~~N~E~\~'/P~O~R~T~B;!~A~C~~tRt-~5~7~8~7~-~s~; j R.C.E. NO. 42407 DATE 01/02/02 J--_ __,_ _ _,_ _____________ _L_-1 ~ ' REV r S IONS PUBLIC WORKS DEPARTMENT SHEET 6 OF 57 z 1 --~' 0 :,;: I v"I )~ -..! I Vl w w VJ 0 0 + 0 N _J I u I-<( 2 +2 20'LT ---,--!" _____ _ --=EL~2..:._S_ ~ - 0: u w .. "' w . "' ~ + N 48-02"-09 N ~ -- 4E-C23-: !:', I- c/) -X w z 0: -u D ID .., .. .. D 0 0 0 • • 0 <.D ~ ~,~ D' I ' 0: u ID 0: u .. w I- "' C/J w •• -. 0 0 X 7th 25' 1:a',1· 17' <.."' ~JE ~<,•~'/ ,EB / ' ' STREET 25' : I : ' I , a ': I 17' rs • '$" 1- I-c/) -X LU z 0: -0: u D u ID .., w .. ...... m 0 0 W 0 0 • • • w <D O ~ ':I? ':I? N 0 N J .-I +75 48-022-0.t, \ --{"" -- -EL - --r-----------------------------' I 2 1 I ---~4----'-'--"--ELE----~- 48-022-u:.• co f\S'?\-1 ---7--r---------r ---0 ----=-~--f-5= j 0 + Lf) N <( I------~,-.----_. VJ w -----------6. 75~ -----Z 1---< BALBOA BOULEVARD N 0 0 LU ';:' . . 0 sr z N ':I? 1 - REMOVAL/ADJUSTMENT/DISPOSITION NOTES/LEGEND [1] 8J GRIND EXISTING PCC ROAD\'/AY SURFACE ..........••••••. ~ SURFACE ............• ~ COLD PLANE EXISTING AC ROADl'/AY REMOVE EXISTING ROAD\'/AY FOR DEEP LIFT SECTION •••••• ~I __ _ CURVE DATA @ DELTA RADIUS LENGTH TANGENT @ 90°00'00" 5,00' 7,85' 5,00' ® 04° 48' 56" 5629.65' 593.33' 236.72' G) ® N D "' "' -, CONSTRUCTION NOTES CONSTRUCT 2" TH I CK ARHt.1 SURF ACE COURSE. CONSTRUCT VARIABLE THICKNESS CONVENTIONAL AC LEVELING COURSE (1.5" MIN, THICKNESS), LEAVE 2" BELO\'/ PROPOSED ROAD\'/AY FINISHED SURFACE, CONSTRUCT 7" THICK CONVENTIONAL AC DEEPLIFT SECTION, LEAVE 2" BELO\'/ PROPOSED ROAD\'/AY FINISHED SURFACE. REt!.OVE AND CONSTRUCT PCC CURB AND GUTTER PER CITY STD-182-L, TYPE A. SA\'/CUT AND CONSTRUCT 1' \'/IDE PCC GUTTER PER CITY STD-182-L, TYPE B CMODIFIEDl PER DETAIL 'A' ON SHEET 2, @ REMOVE AND CONSTRUCT 4" THICK PCC S!DEl'/ALK PER CITY STD-180-L, G) REt!.OVE AND CONSTRUCT· CURB ACCESS RAMP PER CAL TRANS STD ASSA, CASE C, ADJUST t.lANHOLE TO GRADE PER CI TY STD-111-L. ADJUST VALVE TO GRADE PER CITY STD-511-L. ADJUST MANHOLE TO GRADE (BY OTHERS), REt!.OVE AND CONSTRUCT ALLEY APPROACH TYPE D PER CITY STD. 143-L, SA\'/CUT REMOVE AND RECONSTRUCT PCC CURB PER CITY STD 182-L, TYPE B RICK KREU No. 42407 . 3-31- SCALE: 1" = 20' SEE STREET PROFILES ON SHEET 15 A " 0 w e-e-0 ~ ~ w e-"' I ':l, « I -I q I I,{) I q I CD I o, A! " I 0 w e-e- 0 ~ ~ w 2 e- -0. / 0 0 D C-3428 ~ ,------------------,-=-,:-:-:,,-,.::-::----,r---,----,----------------,----,r---------------------11i PREP.ARED BY= DESIGNED JL Ro AD \'JAY PLAN 1 ~ KFM ENGINEERING, INC. CHECKED B A L B o A B o u L E v A R D l , 26632 Towne Centre Dr. 0 240 RK ro C FoothillRanch,CA 92610 l-=-::-:-::::-:----t--t--t-----------i:----1FROM 12TH STREET TO MEDINA \'JAY~ ~{949) 580-3838 DRAWN JO -;: ~ ~ 01 /02/02 1-D--A=TE,------;I--DA_T_E ~B-Y ~----D_E_s_cR_I_PT_I_DN----~--< C I TY OF NE WP ORT BEACH ,_R_-_5_7_8_7_-_s-----i ~ FOR REDUCED PLANS O 2 3 R.C.E. NO. 42407 DATE 01/02/02 REVISIONS PUBLIC \'/ORKS DEPARTMENT SHEET 7 oF-21_ ~ ~□::,R~IG:_!l!;!N!!AL:....;S~C!!AL;.:E;...!,IS;._!l!;!N...:.;[N~C:;:H~ES;.___!:::::::;=:=;;;;;;!::;:::::=;;;;;;~::::::::;;;;;;;;;;;2_j_ ___________________________________________________________ ....l _______________ _L ____ .J. ____________________ .J. _____________ .J. ______ ..Jo 7o V) ) :! r J f -.J IP w w (/) I I ' ,s-022-•n----'I .68-024 -27 BALBOA REMOVAL/ADJUSTMENT/DISPOSITION NOTES/LEGEND PROTECT IN PLACE. ~ ~~r.~eA r~ I~+ I ~?H~~5. R0AD\'/AY SURF ACE ••••••••••••••••• ""'--""""----"'----"'--' EBr.~DPtA~~T~~Ysrr~GR~eD~AAD~~~F~6~FACE::::::::::::: ~ ~~~Bv~L~~tsr¥~~T~~RDe~YRPA~1•1eEE~UE1~rESECllOfl:::::: ~ REMOVE EXISTING R0AD\'/AY FOR DEEP LIFT SECTION ••.••• 1 I REMOVE INTERFERING PORTIONS OF EXISTING STORM DRAIN PIPE. I}] SLURRY REMAINING PORTIONS OF EXISTING STORM DRAIN PIPE. I]] REMOVE AND DISPOSE OF EXISTING CATCH BASIN. (]] RELOCA EBY CONTRACTOR.CURVE DATA ® DELTA RADIUS LENGTH TANGENT @ 90°00'00" 5.00' 7.85' 5.00' G) ® ® (j) @]) X X 6th STREET Lu z cc: Lu cc: z 25' 25' -cc: u 0 u a, u cc: -Lu u 0 a, -:, -:, Lu .. .. "' .. .. •• "' "' 0 0 0 "' . 0 0 0 N . . '+ 0 <O <O ':l? ':11 ilB-022-13 N 0 0 ~ ~ ..., CONSTRUCTION NOTES CONSTRUCT 2" THICK ARHM SURFACE COURSE. CONSTRUCT VARIABLE THICKNESS CONVENTIONAL AC LEVELING COURSE (1.5" MIN. THICKNESS), LEAVE 2" BELO\'/ PROPOSED R0AD\'/A Y FIN I SHED SURF ACE. CONSTRUCT 7" THICK CONVENTIONAL AC DEEPLIFT SECTION, LEAVE 2" BELO\'/ PROPOSED R0AD\'/AY FINISHED SURFACE. REIi.DYE AND CONSTRUCT PCC CURB AND GUTTER PER CI TY STD-1 82-L, TYPE A. SA\'/CUT AND CONSTRUCT 1' \'/IDE PCC GUTTER PER CITY STD-182-L, TYPE B O/.0DIFIEDl PER DETAIL 'A' ON SHEET 2. REl!.0VE AND CONSTRUCT 4" THICK PCC SIDE\'/ALK PER CITY STD-180-L. REIi.DYE AND CONSTRUCT CURB ACCESS RAl!.P PER CAL TRANS STD ABBA, CASE C. QBt:O!l[ t::::JISlH00lilSTElUGr.?ABESll'BElNO: I mi: Br.?ID'l[trf.1¥LAPPROACH, TYPE I I , PER CI TY STD-163-L. ADJUST VALVE TO GRADE PER CITY STD-511-L. REMOVE AND CONSTRUCT STANDARD CROSS GUTTER 8' \'/IDE PER CITY STD-185-L. REMOVE AND CONSTRUCT ALLEY APPROACH TYPED PER CITY STD. 143-L. ADJUST MANHOLE TO GRADE PER CITY STD-111-L. SA\'/CUT REMOVE AND RECONSTRUCT PCC CURB PER CI TY STD 182-L, TYPE B ADJUST VALVE TO GRADE PER CITY STD-511-L. ~V!)fESS/ ADJUST MANHOLE TO GRADE CBY OTHERS). ~ § RICK KREUZ REMOVE AND CONSTRUCT ALLEY APPROACH TYPED PER CITY STD. 143-L. a: No. 42407 . 3-31-0 48-073-26 l,8-0"/3··24 1 ,o cp "' 48-073-18 BOULEVARD SCALE: 1" = 20' SEE STREET PROFILES ON SHEET 16 Ol .:ie--cn-1 r C-3428 ~ 0 0 N ' ITT 0 ' N 0 A " ro 0 A " C "' u ro 0 ' - Q / 0 0 D 0 D / CC ,---------------.-DE-S-IG_N_E_D_·--,,---,---,----------------r---,.-----------------------1g, PREPARED BY: JL ROAD\"JA y PL AN :E: ~ ' KFM ENGINEERING, INC. B A L B o A B o u L E v A R D l :, 26632 Towne Cen~e Dr. 0 240 _ CHECKED C ! FoothillRanch,CA 92610 1-D-RA_w_N---t---t---t--------------t----JFROM 12TH STREET TO MEDINA \"JAY:: Phone (949) 580-3838 JO 1----1---1-------------f-----------------.-------1~ : ~ .J---DATE BY DESCRIPTION R 5787 $ w ' <;j fi ~ 01 /02/021-DA_T_E __ -:-_~-~---------~--i CI TY OF NEWPORT BEACH --~ : FOR REDUCED PLANS O 2 3 R.C. E. NO. 42407 DATE 01 /02/02 REVIS I DNS PUBLIC \'/ORKS DEPARTMENT SHEET_8_oF --5.l_ c: ', LE;□R:,;I~G.!_!lN~A~L.,:S!;:C~AL:,!;E~lS:.__.!.!lN::..!.I~NC~H.=;ES~_.!:=:==:!:==:::::!:==::::::J _________________________________________________ _:=:....--....l-------------_JL_...:._::.J. __________________ ...l._:_:::.:_:..:_.::.::,_::.._:..:_.:.::.:,_:~_J.::::.::.::.:.:::::~::::'.:.J~ o, ' V, CX) <( I-(/) a: (.) w .. IO N . N 1 0 "' a: (.) a, .. 0 0 . 0 'f 0 f- 1/l -X w z -0 .., •• 0 0 . "' 'f 0 I ~ \ f- 1/l -X w ISLAND AVENUE z -0 28' 23' .., 8' 20' 15' 8' .. 0 I .I,/ I Ill I'<"' :6:~ / ':> 1/ -~-/ I I 1, 3 I (1 fl JOIN Exr1r1 0 . "' 'f 0 ...JI ) (.) I "' t.3-073-' 4 0 I· i! -! ..,. " "' "" ~ 8 REMOVAL/ADJUSTMENT/DISPOSITION NOTES/LEGEND 8J [fil GRIND EXISTING PCC ROAD\'/AY SURFACE ..••..•••••••••.• m COLD PLANE EXISTING AC ROAD\'/AY SURFACE •.•.••.•••..• ~ REMOVE EXISTING ROAD\'/AY FOR DEEP LIFT SECTION •••••• ~I--~ CURVE DATA ® DELTA RADIUS LENGTH TANGENT @ 90°00'00" 5.00' 7.85' 5.00' a: (.) w .. 0 0 . 0 'f 0 ~ a: (.) a, .. ..,. "' ~ ~ ~ "' ~ a: (.) a, .. IO N . "' 'll 0 "' ~ 48-072-2,; .. -8' 17' 18' a: (.) a: w (.) I-a) .. 1/l '<t 7' a XO ~ 1o 0t..~S£. ! :: , -q:11 . .t .. S 1 r i , 48-074,23 X I ~~ I I 0 OX 0 ow . . 0 ..,-z ---~-~-------,~..; OW O lll 25' 25' <ll ..,-z O + ! I~ I SL AND 1 □ 'f ~ AVENUE "'..,"' ~ BALBOA G) ® CONSTRUCTION NOTES CONSTRUCT 2" TH I Cl< ARHl.1 SURF ACE COURSE. CONSTRUCT VARIABLE THICKNESS CONVENTIONAL AC LEVELING COURSE (1.5" MIN. THICKNESS), LEAVE 2" BELO\'/ PROPOSED ROADl'/AY FIN I SHED SURF ACE. CONSTRUCT 7" THICI< CONVENTIONAL AC DEEPLIFT SECTION, LEAVE 2" BELO\'/ PROPOSED ROAD\'/AY FINISHED SURFACE. REl!.OVE AND CONSTRUCT PCC CURB AND GUTTER PER CITY STD-182-L, TYPE A. SA\'/CUT AND CONSTRUCT 1' \'/IDE PCC GUTTER PER CITY STD-182-L, TYPE B Cl!.ODIFIEDl PER DETAIL 'A' ON SHEET 2. @ REl!.OVE AND CONSTRUCT 4" TH I CK PCC SI DEl'/ALK PER CI TY STD-180-L. (i) REMOVE AND CONSTRUCT CURB ACCESS RAl!.P PER CAL TRANS STD ABBA, CASE C. ® REMOVE AND CONSTRUCT RES I DENT I AL DR I VEl'/AY APPROACH, TYPE I I , PER CI TY STD-163-L. ADJUST MANHOLE TO GRADE PER CITY STD-111-L. ADJUST MANHOLE TO GRADE (BY OTHERS). REMOVE AND CONSTRUCT ALLEY APPROACH TYPED PER CITY STD. 143-L. SA\'/CUT REMOVE AND RECONSTRUCT PCC CURB PER CITY STD 1B2-L, TYPE B ~\\!l•ESS/01 R I CK KREUZER l", '.;) No. 42407 . 3-31- / I ' I 148-072-27 X I 18-07'1-21 '1!3-072-20 'i&-072-19 0 I BOULEVARD SCALE: 1" = 20' SEE STREET PROFILES, ON SHEET 17 A " 0 w ~ ~ 0 ~ ~ w ~ "' s, /4 ~ q lD I q ' crJ I 0 ' A \ " ' 0 ' ~ ' ~ ' s ' ~ ' w' ::, ~ C " D m 0 ' -0. / 0 ls ' C-3428 ~ ,-----------------,,----------~--.----,-------------,----r--~------------------:---1~ DESIGNEDJL ROAD\'JAY PLAN 2 PREPARED BY: KFM ENGINEERING, INC. CHECKED RK ~ L BALBOA BOULEVARD f C 26632 Towne Centre Dr. "240 Foothill Ranch, CA 92610 f-D-RA-WN----t---t---t------------t---i FR OM 1 2 TH STREET TO MED I NA \"JAY ; Phan (949) 580-3838 JO A l---+---+-------------+--1--------------.-----------I" . A ~011021021------t DATE BY DESCRIPTION CITY OF NEWPORT BEACH R-5787-S ~: DATE t---~-~------------~----1 ~ 1 FOR REDUCED PLANS O 2 3 R. c. E. NO. 42407 DATE 01 /02/02 REVIS IONS PUBLIC WORKS DEPARTMENT SHEET 9 OF 57 z ' L~OR~l~G~!N~A~L_S~C~A~LE=-..!I~S-I~N!.._!!lN~C~H~ES:'..........!:::::;;;;;!:=~==~~==~~:..l..---------------------------------------------------......:=:_---L-------------_jL ___ ..J. ___________________ ..J. _ _::_.:..:_.:....:_ __ :....._...:..._..:_: _____ ..:_ __ C~.:::::::::_:...:~~':J~' 0 ' ' ' ' \ ;;.. r <I' ..... 0( ..... l/l ~) ·12-072-18 (J'") ', I-;_ w w --- :c (/) 0 0 + <;j"' r<) ...... <( 5 3 1 I-(/) w z I---< _J :c ----.,:::-::: START GLASS GRID STA 134+77 II 48-LJ 48-0 2-16 X d 5 --'"' 0 ASPH, , " "' CDNC. 1// 1 2 _ _,__ 4 "',z__ ""r•"' V1 "' w co ~ r.: a: < (,.''.) w + I-> -.::;:-::::H--i-'1Z::J -w (.!) 5 2 1 +54 X w a: z u a: -WU 0 co -, , 25 RT- MEDINA WAY 15' 15' 11 ' 4' I ' I I I ll S71•45'24"E --- ,-----L_ -,5JA_135+80,50 1:1---t',4 ,1 ', JOIN EXISTING ___ 'r' _________ _ ! / I _/ E1ND CONSTRUCT I ON , _J~ .;;=_ -=g::-=--=--=--=--=--=--~~IL£E ~-=---=------------ u I-----1-r,-----1.---L-~-l~------,~l=:::;",~0:-,;---~=---~-~-'-"7":~+ , ' I . <( 2 'i8-074-~8 48-074-17 \ ~8-074-16 I BALBOA BOULEVARD REMOVAL/ADJUSTMENT/DISPOSITION NOTES/LEGEND []] 8J []] GRIND EXISTING PCC ROAD\'IAY SURFACE ..•••••.....•.••. m COLD PLANE EXISTING AC ROAD\'/AY SURFACE ............. ~ REMOVE EXISTING ROADl'IAY FOR DEEP LIFT SECTION ...•.. LI __ __, CURVE DATA @ DELTA RADIUS LENGTH TANGENT ® 85"03'52" 5.00' 7.42' 4.59' ® 94"56'08" 5.00' 8.28' 5.45' CD ® 48-07<i-1 <': a: u co a: u .. w ... -.. • 0 r--0 'f . 0 "' 'f I') -a, \ I- V1 -0 X 0 w . ... z 1 -0 a, -, 15' 15 a: u a: w u co •• I') •• 0 N • N l'l ~ l' 'f ~ a, CONSTRUCTION NOTES CONSTRUCT 2" THICK ARHM SURFACE COURSE. CONSTRUCT VARIABLE THICKNESS CONVENTIONAL AC LEVELING COURSE (1.5" MIN. THICKNESS), LEAVE 2" BELO\'/ PROPOSED ROAD\'/AY FINISHED SURFACE. CONSTRUCT 7" THICK CONVENTIONAL AC DEEPLIFT SECTION, LEAVE 2" BELO\'/ PROPOSED ROAD\'/AY FINISHED SURFACE. I 48-061 _,, I ! @ REt.mVE AND CONSTRUCT PCC CURB AND GUTTER PER CI TY STD-1 82-L, TYPE A. @ SA\'/CUT AND CONSTRUCT 1' \'/IDE PCC GUTTER PER CITY STD-182-L, TYPE B O!.OD IF I ED l PER DETAIL 'A' ON SHEET 2. @ REt.mVE AND CONSTRUCT 4" THICK PCC SIDE\'/ALI( PER CITY STD-180-L. (i) REt!.OVE AND CONSTRUCT CURB ACCESS RAMP PER CAL TRANS STD ABBA, CASE C. SA\"/CUT REMOVE AND RECONSTRUCT PCC CURB PER CI TY STD 182-L, TYPE B SCALE: 1" = 20' SEE STREET PROFILES ON SHEET 18 ~ 0 0 N ' ~ 0 ' N 0 A " w ~ ~ Se ~ <P ~ ' ;; ' ': ' ro ' 0 ' A f " C I 0, ' ": ' 0 ' ~ ' -' 7' 0 ' 2 ' -' C-3428 ~ : ,---------------,-:,c-:-:--c,-,:-:,----,r---,-----,-----------------,----,,-------------------==-=--:..=.=----1~' DESIGNED o PREPARED BY: KFM ENGINEERING, INC. 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NI)> .or • [Tl DGN FI LE = > k= \newpor-t beach\bo I boa\p I -18. dgn TIME PLOTTED=> 08146122 AWATE PLOTTED=> 02/05/2004 / LS/ (2 I "?'j)~d ~~g .____,. <;" -) J?J c..-':;I ~,.?1 '0\,1/'r'(V <2f 'f"'o tp ~ I ~fl~<J ~ ,. - -----------------,-------•--+---------, ---· ---- ' ---•----------------- - -• - --r--•·. ---·------·--·------···-·--·-····-··-----····--···-••• -···--·--, ····-----· ···---· ····-·--· ···-·-----··-·-----···---· ··•---· ---·----····-·-·--·-··•·-~ ·-···----··-···-,-·-•-·,•·-·---------·-------·-,--·--------·--·-·--·-····-··-----······--·· ·-·--,.--·--····•-····· • ····•· ··-···--·--·-·· ····-·-···-··-· ·-··· -·---J •• -· --------------- -----------__ ,_ ------ 010= o. 5 cfs 010 '-1. 8 cfs Ve;, 0.3 fps V=, 1.0 fps ---. -------- -' I Ex1 SURF-A,CE'. ~--PROP SURFACE--..- @ :C/L PIPE' 1\ . @ C/L PrE_, t------------- ,-' ----------- ------ ----, --------·-------,-------~-------------- -----·--➔------------,-----•- a 10= 6. 5 c!<s , io-7. 2cf~ I _V=3.7 fP_:S "-~=4~6fP_~ ~--__ -t __ i -" ---:-"-.: .. -- f-w I ...J I A -w , i----i------i------i------1-----r--~----,:--------l!--------1--------;----i.H--------t------,H·-----+++-----'----+,---1,-----+-l---+---+-----+------+------+-------l-----l---l-l------l----1-l----1~:::c~-----+---'----ll,-+----,-+------+----1 ' -I l : I I ,_ ,,., 7 I I I j ' 0 DELTA A 90"00'00" CURVE DATA RADIUS LENGTH 45.00' 70.69' I I ' TANGENT 45.00' ..., .., 4 I CONCRETE I -V ' I -ENCASEt!.ENT --• --> _ -, .. , ,,. 1 w '?' : I I ' ' . w 28 LF • 18." RCP 45 LF 8" RCP 2000-0) • (2000-Dl PROFILE SCALE HORZ. VERT. 1 ,,_ 20' 1"-1' -l 102+00 1 031+00 25 UTILITY POTHOLE DATA -$- # UTILITY OWNER *ELEV. DEPTH 1 23 "TEL PACBELL 3.18' 2. 01' "' ''"UTILITY ELEVATION IS AT TOP OF FACILITY I I I (2000'-Dl I l I 1 04+00 25 ' 1 05+00 -, CONSTRUCTION NOTES @ CONSTRUCT 12" RCP. (?j) CONSTRUCT 18" RCP. @ CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY STD-311-L. @ CONSTRUCT JUNCTION STRUCTURE N0.1 PER CITY STD-310-L. @3) CONSTRUCT CURB INLET TYPE OS PER CITY STD-306-L. CONSTRUCT CURB OPENING CATCH BASIN \'/ITH MANHOLE IN STREET PER CITY STD-300-L-A; \"/ 3.5' @ CONSTRUCT MANHOLE N0.2 PER CITY STD-307-L. CONSTRUCT CURB INLET PER DETAIL 'C' ON SHEET 26. CONSTRUCT CONCRETE COLLAR PER CITY STD-313-L. DISPOSITION NOTES QJ PROTECT IN PLACE (I] RELOCATE BY OTHERS [§J REMOVE INTERFERING PORTIONS OF EXIST. STORM DRAIN PIPE. [TI SLURRY REMAINING PORTIONS OF EXIST. STORM DRAIN PIPE. []J REMOVE AND DISPOSE OF EXIST. CATCH BASIN. ~ 0 0 N ' m 0 ' N 0 A " 0 w ~ ~ 0 J '- w ~ 4 ':, 4 ~, w, <£11 ~ I (D I o, A 0 " ' o, ~· ~ 0 J '- 0(: ...J I lf\ --- - -__ L __ ,- II ' 7 ,..., L 010 = 1.2 cfs V-== 4. 6 fps ' UI ---------I ---------,.---------. 1-:-w LU I (/) - -• ·-r -,_ ,--,_ .. ->-----' •- PROP SURFACE~ .@ 1/L PIPE: .. ____ , ___ --------------------- ,. ·• I -► - I 010 = '8.1 c;fs ,_v= 4.6 !fps _ __ . -.... -- --t---... --·------------------- 10= a.5i cfs . 010= 34.Scfs I . ____ l_ ----__ J __ _ ---. - - --. . - = :6.7 fps, • ·~:~·······~· I --~:~~~----~-~ ~\ -----;,------J__ __ >- ~ ~ . --------- ' -> ,. . ►-- •• .. - ---. --"'.'"-· -- I ...,.. -N LLI :r: . -(/) A w LU (/) . • . I I I w LU (/) 0 Q T 0 _J I u 2 .~ I ~8 LF L C . 18 F ~~D) i 18" RCP ( 2()00-'-D) 18" RC ( 2000-D) I 1 05+00 CJ) <lf-254-22 47-264-21 0 DELTA B 51"42'36" CURVE DATA RADIUS LENGTH 22.50' 17. 66' I I 1 061+00 TANGENT 10.90' 0 PROF LE -.SD LINE I A' 107+00 UTILITY POTHOLE DATA -$- # UTILITY OWNER 2 12 "SD CNB 1. 95' ,v PRO ILE -SQ LINE ~Bf PROFILE SCALE HORZ. 1 """ 20' · -· - - VE RT . 1 " - 1 ' DEPTH 1 . 0' 1 08+00 I 'le u ' m 1 09+00 109+16.93 LINE A-1 =10+56.00 10TH STREET 28 25 I 11 0+00 CONSTRUCTION NOTES CONSTRUCT 12" RCP. CONSTRUCT 18" RCP. CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY STD-311-L. @ CONSTRUCT JUNCTION STRUCTURE N0.1 PER CITY STD-310-L. ® CONSTRUCT CURB INLET TYPE OS PER CITY STD-306-L. CONSTRUCT CURB OPENING CATCH BASIN \'/ITH MANHOLE IN STREET PER CI TY STD-300-L-A; t/=3. 5' CONSTRUCT MANHOLE N0.2 PER CITY STD-307-L. CONSTRUCT CURB INLET PER DETAIL 'C' ON SHEET 26. CONSTRUCT CONCRETE COLLAR PER CITY STD-313-L. DISPOSITION NOTES OJ PROTECT IN PLACE [I) RELOCATE BY OTHERS [I) REMOVE INTERFERING PORTIONS OF EXIST. STORM DRAIN PIPE. [TI SLURRY REMAINING PORTIONS OF EXIST. STORM DRAIN PIPE. III REMOVE AND DISPOSE OF EXIST. CATCH BASIN. GENERAL NOTES ES:j:.IMATED GROUND \'/ATER LEVEL IS 3' _ BELO\'/ PROPOSED FINISH GRADE. q 0 0 N ' ~ 0 ' N 0 A " m 0 C O' u 0 N ' -0. / 0 0 D 0 SCALE: 1" = 20' C-3428 ;, ---------------~----~--------------------~-----------------------15 DESIGNED g ~.,_offSS/o,~f PREPARED BY: JL ORA I NAGE PL AN & PROFILE ~ @;'l ~ KFM ENGINEERING, INC. CHECKED B B o B o E R D " ;g RICK KREUZER ~ 26632 Towne Centre Dr. 0 240 RK AL A LJ L VA i = ~ C "'No. 42401 "' FoothillRanch,CA 92610 1------t---t---t--------------t----1FROM 12TH STREET TO MEDINA \'JAY~ '''UTILITY ELEVATION IS AT TOP OF FACILITY -I< Exp. 3-31-04 I} ~(949) 580-3838 DRAWN JO ~ ~lt CIV\\., 1A~..... ~ ~ 01 /02/021-D-AT-E----11-D_A_T_E~B_Y~----□-E_sc_R_IP_T_1_0N ____ ~---1 CI TY OF NEWPORT BEACH 1--R_-_5_7_8_7_-_s_~ ' FOR REDUCED PLANS O 1 2 31 OF C~I.I R.C.E. NO. 42407 DATE 01/02/02 REVISIONS PUBLIC \"/ORKS DEPARTMENT SHEET 20 OF 57 z ' ~0!:!_R.!,;IG:._!l,!;:N_!!AL~S:_!;;C_!!AL;,!E;....!,l~S..;I~N!..l!IN~C;!:H:!;_E;;,S_!:::;;;;;;::::;;~:::;=;;;;;;;;;;~:::;=;;;;;;;:J _______________________________________________________ =:_---.l_---------------L----_L--------------------.L-------------J:=.:.:::::.::~::::Jg v r ' I I I I u A ' ,..., L ---1 ------ ---+ • -----,------·------------------------~----•--------------'-------------------------------·--------------------------------------------------------------------------------------------- '/) 0 0 0,o = 34.1 :cf 010 = 31,9 cfsJ 0n=31.2cfs V= 6.7 'fps ~= 1.0 fps I 1111 "" ' 111 / . s=0.254'1. I::) IY/1 · ·· ·· ··· · · · · · ··· ·· · · · 6 •19 -..a.. 1-t"'" -..---> ..---> "AJ V"' 5. 2 fps I I ' S=0.1 O'f. -- N a, t.D> N> ,•Z •Z -r--N- :fl'-' ';l?a:, q"C'J ~N -. ..---'• -N ~<',r 010= 4.5 cfs V= 7, fps I ·> z . N LU w l/) I ,---- r-u A ' 0 ~ -o----:----~">-~-------+--'---1 + .LC) '<'""" '<'""" 2 --0 ... "< ¾.J l:Q,A A I-•Z •Z 1------l-------+-------'l-l-----==-t----,.,(--to~-----+------l-------+------l------c;,l~e!i•~---+-------+------I------I-------I-------+-~"' "'· I U) ~~ ':~ !~ !~ II -..;.·~ CD ;'.:; l LU z > rt')-r--..---..---N N' ...-• ..---• + ~ .+ ~ W ~ +o+~ ...-..---..---1-..---.rt')O--rt'>--j Ort'l Ort'l ..---• ..--- z ~ ;:,..: ;:,..:. . 163 LF 18" RCP ~ N ~ N 130 LF 18" RCP 134 LF 18".RCP _J :i 99.LF 18" RCP 122 LF 18" RC' · I ~/•I • ., ~ u N (2000-Dl I f-,-,----+----~--'-CCC.C_C.,(CC2',-00~0..c-~D..c) -~------"~~~--i 2 ·~ 1 I I ROF ILE -SD L I NE ' 8., I l ' PROFILE SCALE HORZ. 1 "= 20' VERT. 1 "= 1' ' 11 0+00 111 +00 11 2+00 11 3+00 11 4+00 11 5+00 0 F 0 N 0 0 + 0 '<'""" M1-21,-2, DELTA 25 '17 -2 7 3-3 G --17-273-20 .'.17-273-i 9 CURVE DATA 9th STREET 25 0 0 114+p0.Q0 LINE B ,e; 0 =1+o0.0O LINE B-5;~ 0 #= '7" ' ., ,,~ --1-+ LO CONSTRUCTION NOTES @ CONSTRUCT 12" RCP. {gj) CONSTRUCT 18" RCP. @ CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY STD-311-L. @ CONSTRUCT JUNCTION STRUCTURE N0.1 PER CITY STD-310-L, 3 CONSTRUCT CURB INLET TYPE OS PER CITY STD-306-L, CONSTRUCT CURB OPENING CATCH BASIN \'/ITH MANHOLE IN STREET PER CITY STD-300-L-A; \'/=3.5' @ CONSTRUCT MANHOLE N0,2 PER CITY STD-307-L, CONSTRUCT CURB INLET PER DETAIL 'C' ON SHEET 26, CONSTRUCT CONCRETE COLLAR PER CITY STD-313-L, DISPOSITION NOTES III PROTECT IN PLACE [Ij RELOCATE BY OTHERS III REMOVE INTERFERING PORTIONS OF EXIST, STORM DRAIN PIPE, [TI SLURRY REMAINING PORTIONS OF EXIST, STORM DRAIN PIPE, 11] REt!.OVE AND DISPOSE OF EX I ST. CATCH BASIN, GENERAL NOTES ESiIMATED GROUND \1ATER LEVEL IS 3' _ BELO\'/ PROPOSED FIN I SH GRADE ~ 0 0 N ' ~ 0 '-N 0 A " ~ N ill ~ ro 0 A " 0 w ~ ~ 0 J n. w 2 ~ C '" D N ' - " / Q Q D Q SCALE: 1" = 20' C-3428 5! ---------------~-------~-~-------------~--------------------------1,s # UTILITY OWNER DEPTH DESIGNED g ~io,ESS1aii, PREPARED BY= JL DRAINAGE PLAN & PROF ILE ~ 3 2222::TTEELL PACBELL 22:5397: 11 :50: ~ ~ KFM ENGINEERING, INC. CHECKED BALBOA BO u LEV ARD 6 4 PACBELL /f/RICK KREUZER\ 26632 Towne Centre Dr. "240 RK r 5 6"GAS SCG o.77' o.s• ::!No. 42407 !;J Foothi11Ranch,CA92610 1-D-RA_W_N-----i------t----i--------------i----;FROM 12TH STREET TO MEDINA \'JAY: RADIUS LENGTH TANGENT 6 22"TEL PACBELL 3.56' --I< Exp,3-31-04 * ~(949) 580-3838 JO o---+---+--------------+--1---------------~-------o~ 89 "09 '08 " 22 •50 ' 35 •01 ' 22 •17 ' *uTILITY ELEVATION 1s AT TOP OF FACILITY ~,,,. g;vc'~.:,;'(o"'-~..., ~ ~011021021-D-A-TE----:__DA_T_E~B_Y_~ ____ D_Es_c_R_rP_T_r_□N-----~--1 CITY OF NEWPORT BEACH1--R_5_7_8_7_S_-1~ Ll:F~OR!.!:..!R!:!E!!DU;;.C1E~D!!P~L;;.A..!,NS~!i...!!:!:~::....-0!====;;;1!:===~;:!2===~;;:.3J ______________________________________________________ _:==----.l..R_._c._E_._N_o_. _4_2_40_1 ________ D_A-TE_Lo:..1 ... 1_0:.:2:.:1_0:.:2:..1 ___________ R.:EV_I:.:S ... I.:.ON ... S~-------L....:.P.:U.:B.:L ... I.:C_:l'/.:O.:.R.:.K.:S...:D:E:..P:.:A:.:R.:.T:::ME:N:.:T.:....--1s::.:H~.:.::2::::1 ::~F-==5~7:..l"o ORIGINAL SCALE IS IN INCHES ' ~ v r I • 7 010= 2 .5 cfs , I -, ,--..,r-.FY-,.,,,,..J l I Y--, y 'f ' . "'I T ' r vi J ,, ' -;, J i~~lir iT~I~~APPEI l (;·;~J .. ·,:;_{:/ / ,:Ee SLURRY --CONC. THRUST-, -1---.------+-------i-' -----1---a;B""AC'""K"'F"'I.cc.L.cc.L-t---~B=LOCK ( TYP. l TRENCH l I WATER LINE RELOCATION ---. --- 45° F TTING ( PLAS IC l'iRAPPED I DETAIL I • 11 5+00 11 6+00 CURVE DATA Q DELTA RADIUS LENGTH TANGENT C 88°13'13" 22. 50' 34.64' 21, 81' C1 83°39'07" 22,50' 32.85' 20.14' ----,-----,------------------·--------:----------,-------, ------------------ ---,. - - --- - - I • - r i -~ -__ , -' --~----:-------- 117+00 -'f • T y 25 7 12"5D CNB 7,1 10"\'/AT CNB 7.2 8"5S CNB 8 18 "TEL PACBELL 9 22 "TEL PACBELL 10 22 "TEL PACBELL '010= 21.8 cfs: 010 '= 17. 7 cfs. 7 V= 6.9 fps V=. 5. 6 'PS I PROFILE SCALE HORZ. 1 "= 20' VERT • 1 " - 1 ' , __ .. ---1 ------L---,--. --------i--------~--- A ' ' 11 8+00 11 9+00 120+00 4.06' 1 . O' 2.93' 0,8' 0.66' 0,7' 0,93' 2,59' 1 . 3' o. 81' 3. 1 ' _.___,....-- 48-023-22 -·- (./) rn rn (./) :::r: rn rn -___,,-==i====I -i \'l '\ l.·\\ ~ 48-023-21 i\ CONSTRUCTION NOTES @ CONSTRUCT 12" RCP. ®) CONSTRUCT 1 8" RCP. @ CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY STD-311-L. CONSTRUCT JUNCTION STRUCTURE N0.1 PER CITY STD-310-L. CONSTRUCT CURB INLET TYPE OS PER CITY STD-306-L. CONSTRUCT CURB OPENING CATCH BASIN I'll TH MANHOLE IN STREET PER CI TY STD-300-L-A; l'/=3. 5' @ CONSTRUCT MANHOLE NO. 2 PER CITY STD-307-L. CONSTRUCT CURB INLET PER DETAIL 'C' ON SHEET 26. CONSTRUCT CONCRETE COLLAR CITY STD-313-L. DISPOSITION NOTES OJ PROTECT IN PLACE (I] RELOCATE BY OTHERS PER ~ REMOVE INTERFERING PORTIONS OF EXIST. STORl.1 DRAIN PIPE. IT] SLURRY REMAINING PORTIONS OF EXIST. STORM DRAIN PIPE. [Ij REl!.OVE AND DISPOSE OF EX I ST. CATCH BASIN. (I] RELOCATE BY CONTRACTOR. GENERAL NOTES EStIMATED GROUND \'/ATER LEVEL IS 3'_ BELO\'/ PROPOSED FINISH GRADE ~ 0 0 N ' ~ 0 ' N 0 A " ro 0 A " C "' D N N ' -0, / 0 0 D -SCALE: 1" = 20' C-3428 ~ ,----------------~------,---,----.---------------,-----,---------------------Iii 0 m ~W)\£SS/0,'4( PREPARED BY: ~ ~ ~ KFM ENGINEERING, INC. CHECKED B B o B o E R D :s j'1R1cK KREUZER\ 26632 Towne Centre Dr. 0 240 RK AL A LJ L VA f "'.,o. 42407 "' Foothi11Ranch,CA 92610 1-D-RA_W_N----t---t---t-------------t----JFROM 12TH STREET TO MEDINA \'JAY~ DESIGNED JL DRAINAGE PLAN & PROFILE ~,.,. c1v11-,,._,,,~"' .A ~011021021-----iDATE BY DESCRIPTION CITY OF NEWPORT BEACH R-5787-S 'j -i, Exp. 3_31_04 * ~Phan (949) 580-3838 JO 1--+---+--------------1----11--------------..--------1'c ,. 0 ~,j~ DATE 1---~-~-------------~---1 1---'-'-~'-"'--'--"---I~ FOR REDUCED PLANS O 1 2 3 "' F C~ R.C.E. NO, 42401 DATE 01/02/02 REVISIONS PUBLIC \''ORKS DEPARTMENT 22 57 ~O!::,R,!_!IG;_;l~N~AL:....,:S:;C~AL;_l;E:....!,IS;._2I~N...!!IN~C;!:!H~ES:,_...!;:::;;;;;;;!:::::~!:=::::=~;;;:·::::::::=~;;:_j _______________________________ '"_-U:::_T:_:I:_:L:_:I_:T..:_Y_E:::L~E:.,:V:.,:A:_:T_:I:ON:.:...._l:,:S:.._:A:_:T_...::TO::P_:O::_F_:_F.:,AC:.::IL:,:l:_:T_:Y ______ _:=. ___ _j _______________ ..1_ ____ _j_ ____________________ _j_ _____ ' ________ _Ls:::,H:,:E.:,ET.:_::=.:.o:::,F.==.!g ) -, I r u N 1-w w I . - a, o -17. 7 cfs V= 5.'6 fps ---________ !_ _______ -,-----------,--------------------- a,b= 10.3 cfs J ____ _ - - --t--~ - - - --:-:.:-_ PROP SURF Acl ~-. @ C/L .PIPE - I ----L------ V' " 3' f' = • I ps EX SURFACE- @1 C/L PIPE \ _ ------L \ --- ---+- ~ --__ '"" ______ _ --•• -· I L , -1-------------- a,o= 9.• cfs I V-5.3 rps I --i-----' ---t----- I - - , N I i-w w I -. 7 I A ~ ENCASP!.ENT ~ --~ -• -i l -~ I ~ 1-----1---1.:i--1------+------t--,--------,i--------t------i---~11--ll--i--------+-----+------l-----+------1c------+--J..._--+---t-----hl\-t---t--c::;;/---t-------t-----+-----t-----t-----t-------i------t------i-----£H-----;------,-~ ' 0 I I I i O ' O _ • -: 1-'i> 1---11--~=.,_-+----<~"-l-~--b====1b===d====!==~-==~=~~=+=~==~+-=----=-------------+--------t~---•~s=0~ __ -;;,_-~ 10~1.~-~=·=-i=+==11r_,~-~C>+:=:"~-r. 1 #it=~==f====t====·t-====t====~===~====+====3~,----1----~-:,~,__----------;------_,-~ i-__ ____ __ l "'·v-:· 'G_\t ... o .. o.. -> ~ -•• ......_ t> t> N> N> Z --r I--'~----!"'----, • z :-z -->-> I ___ ,,,_ . <( <( •Z •Z Q'1 01 N ·L..:..:,_·>z --q-l"-'-,C\J..-·N..-•~ __ .,,_ r O o+-+N I "' .-+ l"'l + ..;:t"' • •' N • N • I "' 1----1----:;::,.,_----,r __ _,.'d_'r-.+;::-:---------!r----+-----+-----i---«~l'':';--. ":~~~--+-----t--------t-----i-------,---'(t-1,------,iE1---r--,'f--:q'-"''"'-'-J"'"''l---_J-1----1-----+-----+-------1-------+-----1--------i-------t--tA ~ I 1. __ ~ ~ _ w W . 268 LI 181' RCP 177 Lt 1.8" 1RCP --' 220-LF 18' RCP . z z " ( 000-D l , -( 2 00-D l ) ( 2000-D l v '- A I -i'--. \.J ' . --I u I- <( ! 120+00 1 21 +00 24 =>RQFILE 1 SD LIN! 1 8' 122+00 BALBOA BOULEVARD PROFILE SCALE HORZ. 1 " -20' VERT . 1 " - 1 ' -I u I-<( ' 123+00 124+00 125+00 CONSTRUCTION NOTES @ CONSTRUCT 12" RCP. @ CONSTRUCT 18" RCP, @ CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY ST0-311-L. CONSTRUCT JUNCTION STRUCTURE N0,1 PER CITY STD-310-L, CONSTRUCT CURB INLET TYPE OS PER CITY STD-306-L, CONSTRUCT CURB OPENING CATCH BASIN I'll TH MANHOLE IN STREET PER CITY STD-300-L-A; \'/ 3, 5' CONSTRUCT MANHOLE N0.2 PER CITY STD-307-L, CONSTRUCT CURB INLET PER DETAIL 'C' ON SHEET 26, CONSTRUCT CONCRETE COLLAR PER CITY STD-313-L, DISPOSITION NOTES DJ PROTECT IN PLACE [gJ RELOCATE BY OTHERS [§:) REMOVE INTERFERING PORTIONS OF EXIST. STORM DRAIN PIPE. [TI SLURRY REMAINING PORTIONS OF EXIST. STORM DRAIN PIPE. III REMOVE AND DISPOSE OF EXIST. CATCH BASIN. GENERAL NOTES ESilMATED GROUND WATER LEVEL IS 3'_ BELOW PROPOSED FINISH GRADE SCALE: 1"=20' C-3428 ~ 0 0 N ' w 0 ' N 0 A " o I w ~ 0 C 0, ': ' ~, ';", - I 71 0 ' _:l I - I ai' / I !: I ,-----------------,-D~ES~J~G~N~ED,--.----,----r--------------,---,-------------------------1~ I ~.,_offSS/014, PREPARED BY: JL DRAINAGE PLAN & PROFILE : 1B ~ KFM ENGINEERING, INC. CHECKED B A L B o A B o u L E v A R D ~ rt,RICK KREUZER\ 26632 Towne Centre Dr. <>240 RK f ~No. 12101 ,;; Foothi11Ranch,CA92610 I-D-,,-RA,--,-W,---,-N----r--t---i----------------,-,FROM 12TH STREET TO MEDINA \"JAY~ ~►,. CiV\\.~.... A ~01/02/021-::-:-=----I DATE BY DESCRIPTION CITY OF NEWPORT BEACH R-5787-S 'j -1t Exp.3_31 _04 * ~Phan (949) 580-3838 JO l-------l---l---------------1--l-----------------r--------1~ ,, \"'" ~ DATE f----'----'----------------'-----1 1----------:-1~ FOR REDUCED PLANS O 1 2 3 OF C~'c R.C.E. NO. 42407 DATE 01/02/02 REVISIONS PUBLIC \'/ORKS DEPARTMENT SHEET 23 □F 57 13 ~O~R~IG::_!l!:N:_AL!;___;S:;:C~AL!;_!E;.__;,l~S_;I~N~IN::_;C::;H~E;:_S _ _:::::;;;;;;;:::::;;;;;;!::::;:::::;;;;;;;;;;;!::;::::;:;;;;;;;;;~L-----------------------------------------------------------..l..---------------L----..l..--------------------..l..-------------....L..------.J 0 ) 70 I v' -l 0..:: .... -7 ----,-----------------------------------,----------------------- - -------- - ----- ' '010 -9-'4 cfs 010 = 9'. 0 cfs V= ' . 3: fps V-5.1 f,s l'!"''i:;i<'~ -!Cclfij?.,~ \-- 1 _ -.: J = -: : ::_ _ •------•--~ =-... -. . .--= :-_ ::_- I 7 fD __ , ____ -----'-----------------___ _I ----cc_--------------------------' ------------_\ -•----------.. ' -L_ -------_______ J: -------____ .l__ -___ j ---i ----------·-: _-_-_--_--:_-_ --·:--·: -\;; ---i ,_-_--:--+l----+~,...,--1----_--_-_-----1,-~±1'--·l-----------l-+--+-----+-------------i----~-1-------+----,---ji---,.......--+-----,-+-----1-----r+----1----_---t-----+-----+------t1---------,-11~------t-l_-____ --1-----------,---~---i--------1--1a1'~1=1'--·--_--+,----+~,+-----+-----t--·----1 ~ ~-- I ---------------~ .J ,, ' -(I) -------- - ---------I ---------------(/) --, . I -----. - - ! ' ._,_. -------i ' • I r I I 1 25+00 1-w w_ :::r: (/) w z ,_, _J :::r: --~ ~~ - ~ __;5)7 I 1 1 r-_,s-_02_-,-_2,-----, 1 0 D 126+00 - I i I , -,,--------~----~~ 1r:-r----------.---:'--.--'18-024-1 t1 i I ) ' ' BALBOA CURVE DATA DELTA RADIUS LENGTH TANGENT 11 D 1 9 I 03 II 90.00' 17.78' 8.92' I PROFILE SCALE HORZ. 1 11 -20' VERT. 1 11 -1 ' I ...., I 127+00 128+00 129+00 130-t00 6th STREET UTILITY POTHOLE DATA -$- # UTIL !TY OWNER "' ,,, ELEV. DEPTH 11 6"11AT CNB 3.04' o.s' ,v '''UTILITY ELEVATION IS AT TOP OF FACILITY LO N I\ CONSTRUCTION NOTES @ CONSTRUCT 12" RCP. @Y CONSTRUCT 18" RCP. @ @ CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY STD-311-L. CONSTRUCT JUNCTION STRUCTURE N0.1 PER CITY STD-310-L. CONSTRUCT CURB INLET TYPE OS PER CITY STD-306-L. CONSTRUCT CURB OPENING CATCH BASIN \'/ITH MANHOLE IN STREET PER CI TY STD-300-L-A; t/=3. 5' @ CONSTRUCT MANHOLE N0.2 PER CITY STD-307-L. @ CONSTRUCT CURB INLET PER DETAIL 'C' ON SHEET 26. @ CONSTRUCT CONCRETE COLLAR PER CITY STD-313-L. DISPOSITION NOTES OJ PROTECT IN PLACE 0 RELOCATE BY OTHERS III REMOVE INTERFERING PORTIONS OF EXIST. STORM DRAIN PIPE. [TI SLURRY REMAINING PORTIONS OF EXIST. STORM DRAIN PIPE. ~ REMOVE AND DIS POSE OF EX I ST. CATCH BASIN. GENERAL NOTES ESTIMATED GROUND t/ATER LEVEL IS 3':!° BELOW PROPOSED FINISH GRADE SCALE: 1" = 20' q 0 0 N' :;; I 01 ' N 0 A " ro 0 A " C 0, u q N ' -0. / 0 0 .0 - C-3428 !l ,---------------i-::-::-::-:-:=:----i;---.---,---------------r----,---------------------ili DESIGNED 0 ~V!lfESSI0,'4l PREPARED BY: 11,_~ ~ KFM ENGINEERING, INC. g-1RICK KREUZER \ 26632 Towne Centre Dr. 0 240 "' No. 42401 "' Foothill Ranch, CA 92610 {t Exp, 3-31-04 * ~(949) 580-3838 CHECKED J L D R A I N A G E P L AN & P R. 0 F I L E 25 ~ L RK BALBOA BOULEVARD f C / 1-::D:::--RAC:::W:-C-N --t--t--i------------i--, FR OM 1 2 TH ST REE T TO MED I NA \'JAY " A l---+----+--------------1--1-------------""T""---------i" JO ~,, c1v11-~"<-~..,,, ~ ~01/02/02f-0,..,-A=TE,-----J,_0A_T_E~B-Y~----□-E_sc_R_I_PT_I_□N _____ ~_ CITY OF NEWPORT BEACH R-5787-S ~ FOR REDUCED PLANS O 1 2 3 OF C~'J R.C.E. NO. 42407 DATE 01/02/02 REVISIONS PUBLIC \'IORKS DEPARTMENT SHEET 24 □F---5.L 6 ~0!;_R!_:IG~I!:!;NA~L;.2SC~A~L~E_;I~S~IN:.2_1N~C;,!;H~ES~_!;::::;;;;;!;;;;!~=:=:;;;;;~=:=:~:;;;;;::J_ _________________________________________________________ L ______________ L ___ __JL_ __________________ __J _____________ J_ _____ _i 0 ~ I vi ) ~ ....J I vi --- - -I -- -, I A ,I ,j ,y • ,.. --------~ --~ ~--=--~-------------------------I· ••• ,.-..,;../-v···-rv:-r,-•----Y<---1'._"'Y .. ' -+---l----:,-y _ _:__'(_:f__ ~-ry'-I --~:.:.:..:-!·-·· _ ,-y,-, Yll r .I'. ------------------•---------,-~----;---,----------.J._.• __ •y : 010 = B.·6 cfs 010 = 7.5 cfs LO N ---------- I 1 34+00 - - J -_[__ ' ---~---... ----- 135+00 '' -' " -•-•••••• ---• _) ---•• --•---.., -----• r --- ,• ~ y ~ ~,- .. . . -_.. - ----. - • I . I I 1 36+00 -•------.--------------'---~---- ' ------·-------; --------------------. ----------- _______ L _____ _ PROFILE SCALE. HORZ, 1 "= 20' - VERT . 1 "= 1 ' STORM DRAIN PIPE-- ft CB zz □ < ~-' >-la. ... f-z U'l D L=3 '6 11 ~ ~ A #4 CTYP. 3" £L. OF \'/ALL FACE - 1 1 /2 ' CL. OF TOP l 2--#4@3" CEA. SIDE OF M.H. l #;\ DIAGONALS \"// ~ 6' EDGE BENDS -TYP. EA. SIDE CENTE~ OF SL AB C 1 1 /2' CL. TYP. l -l>B --6" CTYP. l\ \ I_ ~#4 r7 12" >A NOTE: SEE NEWPORT BEACH STANDARD DETAIL STD. 305-L FOR ADDITIONAL INFORMATION. IP ll. t:d.\'l N.T.S. CONSTRUCTION NOTES @ CONSTRUCT 12" RCP. ®) @ CONSTRUCT 18" RCP. CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY STD-311-L. N.T.S. I < ,r ----LJJ., I -"':: :-:.; .\:-• -:-.-.. :,-:. ·t-.; ·,.: •. ::;: ·r: ·t·r 4' • ~ ~ © u D@G'.:J C'. -f'. N.T.S. '1--' -,_J~\ • 7 - #3 TIES ~I' t--+ @ 3"-b ,-~ N . _..L./\,,,,..~ V o~©ua@i;-.:i rn-rn N.T.S. MEDINA WAY @ CONSTRUCT JUNCTION STRUCTURE N0,1 PER CITY STD-310-L, • • BALBOA BOULEVARD CURVE DATA UTILITY POTHOLE DATA -$- Q DELTA RADIUS LENGTH TANGENT # UTILITY 01'/NER ➔:<ELEV. DEPTH E 59°15'43" 22.50' 23.27' 12.80' 14 22"TEL PACBELL 3.89' 1 . 8' CONSTRUCT CURB INLET TYPE OS PER CITY STD-306-L. CONSTRUCT CURB OPENING CATCH BASIN \'/ITH MANHOLE IN STREET PER CI TY STD-300-L-A; \'/=3. 5' CONSTRUCT MANHOLE N0.2 PER CITY STD-307-L. @JJ CONSTRUCT CURB INLET PER DETAIL 'C' ON SHEET 26. @ CONSTRUCT CONCRETE COLLAR PER CITY STD-313-L. DISPOSITION NOTES OJ PROTECT IN PLACE 0 RELOCATE BY OTHERS III REt!.OVE INTERFERING PORTIONS OF EXIST. STORM DRAIN PIPE. [TI SLURRY REMAINING PORTIONS OF EXIST. STORM DRAIN PIPE. 0 REt.mVE AND DISPOSE OF EX I ST. CATCH BASIN. GENERAL NOTES ESTIMATED GROUND \'/ATER LEVEL IS 3':: BELO\'/ PROPOSED FIN I SH GRADE SCALE: 1" = 20' C-3428 V 0 0 N ' m 0 ' N 0 00 0 A " 0 w ~ ~ 0 ~ Q. w :, ~ -0. / 0 0 D -0 D / ,----------------,-------,---,---,--------------,----,---------------------11.i vW1fESS/0,'4l PREPARED BY: ffe~ ~ KFM ENGINEERING, INC. r/1§'/ ~ f% RICK KREUZER ~ 26632 Towne Centre Dr. 0 240 "' No. 42407 "' Foothill Ranch, CA 92610 DESIGNED JL CHECKED RK DRAINAGE PLAN & PROFILE 0 ill D ~ L BALBOA BOULEVARD i C 1-D-RA-WN---+---t-----t------------j---j FROM 1 2 TH ST REE T TO MED I NA \'JAY ~ -It Exp.3-3I-o4 * ~Phon (949) 580-3838 JO l---+---l--------------+--1---------------,---------1~ "' ~•~ CJVI'-,,_<>{;;"' 'A, ..,,.I---01/02/02>-D-AT-_E __ ___,>-D_A_T_E~B_Y~ ____ o_E_sc_R_IP_r_i_□N----~~--, CITY OF NE\'/PORT BEACH R-5787-S 'j 7 •0 UTJLITY ELEVATION JS AT TOP OF FACILITY '< ,,~" ~ ~ FOR REDUCED PLANS O 1 2 3 OF c~'S R.C.E. NO. 42407 DATE 01/02/02 REVISIONS PUBLIC WORKS DEPARTMENT SHEET 26 OF 57 z l..:!.□::.Rl!,!:G:,!_l~NA~L~SC;;,:A~L!;_E..212:S_.!!IN~IN~C~H~ES:,_...,'.:::::::;;;;::::::::;~==~~==~~~-----------------------------------------------------==-----L--------------L----L-------------------L------------.L=.:.==::.:.-==.i:,;: ~~~---------------------------- ' ...... I l;: -' ' ' -,-- ---~ - - - - ------------------~---- ----------010""--•-----------------------------------•------------ 9.0c'Fs V -- 5 .-1 fps ---------- - I -I - - ------:--f----------!- -.-'------------ ' - - -~-----•----------------- ~ . --·---·---,----,-: -' :-. --, 010=B.6cfs V= 4 .. 9 fps -------------------- ----,. - ~----------, ------ ------------------------------------------______ L_ ___ ~-----------" ------------~--t· ---- - I-- - ----:---------- 7 I -----. --------- ' 1 ~ 0s1 · 1 " [__,_.__(l __ • _ _:__+-------f-~--------~c~--tl~---'-t1-'-'---=;c=~i-~ ----------------~ -- L_J_' ____ IL____:__:__ ___ -~.-~~---____:_1~LJ~--l-L---~ ___ -_:__~JtJtL ___ =-___ Jt_~---__ -_-_-_-_-j+_-_-_-_-_-___ ..:... __ J+-_-_-_-_-_-___ ...:_Jl~-:_-:_~-:·:::!1c:-::::::11::::::::r-::::::~~L:::1f~-~±rt:1:~-~-l==Jj=-=-=====t=J===--==·-=--2,~===~-=~-~=f~~=~=~~:=N=T==t' ====~1 ====~;~-------;_ ~ I ,. ---~~-----' .. <¾_ -,_-_.-__ -_-____.~,,_1----~+-----+--'-----1------'-11-----+---_-1 VJ : -I w -:~ -. 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CONSTRUCT CURB INLET TYPE OS PER CITY STD-306-L. CONSTRUCT CURB OPENING CATCH BASIN \'/ITH MANHOLE IN STREET PER CI TY STD-300-L-A; \·/=3. 5' CONSTRUCT MANHOLE N0.2 PER CITY STD-307-L. CONSTRUCT CURB INLET PER DETAIL 'C' ON SHEET 26. CONSTRUCT CONCRETE COLLAR PER CITY STD-313-L. DISPOSITION NOTES OJ PROTECT IN PLACE III RELOCATE BY OTHERS [!) REMOVE INTERFERING PORTIONS OF EXIST. STORM DRAIN PIPE. [TI SLURRY REMAINING PORTIONS OF EXIST. STORM DRAIN PIPE. ~ REMOVE AND DISPOSE OF EX I ST. CATCH BASIN. GENERAL NOTES ESTIMATED GROUND \'/ATER LEVEL IS 3'! BELO\'/ PROPOSED FINISH GRADE C-3428 I ~ I i5 I NI ;; I o, ;:i, o, A " 0 w r r 0 ~ ~ w r I 4 ' Sl ' 4o oo n, '°' ~ ro 0 A " C I DI ":t ~ I ';" I -I ;)-t O I Jl I -I iS I / I BALBOA BOULEVARD UTILITY POTHOLE DATA -$-~-----------------,,---------,---,---,----------------r------r--------.,------------ILO r-8 I # UTIL !TY 01'/NER ,., ,,c ELEV. 12 22"TEL PACBELL 4. 1 O' 1 3 1 2 "I'/ CNB 2.69' DEPTH 1.0' 1.0' DESIGNED m D ~V-OfESSlo.~, PREPARED BY: JL DRAINAGE PLAN & PROF ILE + @ ~ KFM ENGINEERING, INC. CHECKED B A L B o A B o u L E v AR D s. ;£ RICK KREUZER ~ 26632 Towne Centre Dr. 0 240 RK ~ ~ ~ C "'No. 42401 "' FoothillRanch,CA 92610 1--------t--+----+---------------t-----tFROM 12TH STREET TO MEDINA \"JAY: Phone (949) 580-3838 DRAWN A -t< Exp,3-31-04 * ;f;;_ JO l-------+---+------------------+--1----------------,-------1 ,., ,i>; ~ ~ /l __;:.--DATE BY DESCRIPTION R 5787 $ : ''"UTILITY ELEVATION IS AT TOP OF FACILITY "I';-,-C/V\\.,ftl_ ... ~ ~ ~ --=-7 011021021-,D----AT=Ec---11---~-~-----------~'---I CI TY OF NEWPORT BEACH --~ 13.1 G"SS CNB 2 .1 o' 0.5' FOR REDUCED PLANS O 1 2 3 OF c~,~ R. c. E. NO. 42407 DATE 01 /02/02 REV rs IONS PUBLIC WORKS DEPARTMENT SHEET 25 OF 57 z L~OR~I~G~IN~A~L-S~C~A~LE!;___:l~S~l~N~IN~C~HE~S~~·~~=~:!:::::::~~;!;:::::;::_;;;~;;;;:_L ___________________________________________________ _:=. ___ ...l.. ______________ ..l.. ____ _L ___________________ _L ____________ .J.:::.:::..:.:==:._::=.1°1 o, I I I "" I Ill I ...i , llO -l ' \/'I ..., I / 7 CONCRETE~~ ----ENCASEl.(ENT .. n ,_ "' I I __, ·1 f I, l'I II fl > , 1!1 + --~ ------I ill ~~ 1 H o~ -, ' I II ' A i' ' i1 1/ ,=0.10"/. 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I • --..,. I 7 ) L • l 1400 +$0 ,, HOO I 2,eo 8150 9,00 9,po 1100 H50 S, 1---il;"..::::::::~------j-----+-------Jr------;:-:;:,,.:-7,rt";,t:,...'✓----t-----1:-----t-----11,-·~ __ _,__.../7'--'f's:,___,=7'"=''\;:::f'41-/Sl='"<'~~•e,,=•7'-__ ._-~ __ 7 _____ 1 ____ 7 _____ 1 ____ 7 _____ 1 ____ 1 _____ ll _____ l_~--7-----T----7-----T----7-----T--7;: A ll./--I ~ ~ ! >->. A J01,......./--t : I'-._./ --..._,, _g I I C-3428 ~ : ~ I PROF I LE SCALE; HORZ.l 1 "= 20'; VERT 1 "= 1' i I [ ,-----'-----'---~=--+---i-ir-'-----------'---.-~----,---------------~-i 1i ' DESIGNED ~ : JL DRAINAGE PLAN & PROF I LE n, ~, t I BALBOA BOULEVARD ~', C I 1--D-::-RAC:-CWN,-,------t---t---i---~~-----------,-, FROM 12TH STREET TO MED I NA \"JAY~ ~V!)fESSI0,'4l PREPARED BY: //4.'I> ~ KFM ENGINEERING, INC. 1/f§'I ~ ,:g'/RICK KREUZER ~ 26632 Towne Centre Dr. "240 ~ No. 42407 ~ Foothill Ranch, CA 92610 -1< Exo.3•31 _04 * Phone (949) 580-3838 JO >---+---+--------------+--f--------------~------,-;- CHECKED RK ~,, CJV\\.~,,,_~"' a ~01/02/021--□-AT-E---11---0A_T_E~B_Y~----□-E_sc_R_IP_T_I_□N----~~-1 CITY OF NEWPORT BEACH R-5787-S ~ FOR REDUCED PLANS O 1 2 31 OF C~'S R.C.E. NO. 42407 DATE 01/02/02 REVISIONS PUBLIC WORKS DEPARTMENT SHEET 27 OF~ z L.!:D~R~IG~I~N~A!;_L_;S:,SC',!AL!;;E;.,..!I~S_I~N:_..:;IN~C~H~E~S-.!:::;;;;=:;;::;;~==~~::::=:;;;;;~;;:JL ______________________________________________________ ....::, ____ .L _______________ L ____ L ____________________ L _____________ .L _____ .......Jil f~t:_ ~ - §-- t -- ~ J ~ ~ ~ t 7"1 1 l/1 -..{ )~ I (/' A ' 7 "' L I > I '> > PROP SURFACE~ @ :/L PIPE EX SURFACE-ti ______ _ @ C/L PIPE ' , , .r ., • , ,-r ,' I, - < vfv~~~ ' ( EXIST SUR ACE PROP SURFACE @ C/L PIP ~~ @ C/1 PIPE~ ..-:: ✓ n :~ ~------ - ( ,,. ( ( ~ ~-y ~ rf\ y ', EX SURFACE~ @ C/L PIPE ' r--,., EX SURFACE @ ~/L PIPE ~' PROP SURFIACE @ C/L PIPE (~ ,, CONCRETE---.. --+--r:-----l------!:::====l-~-----+f--4---f-----j-----t---f--+~i----t--------::71G~7;L_t----j~--71----==Jt-----t------t---j~-'-l-.t------t,~-rt1==:.:.:.:.--'tjH·1---,-4--)l----,-~~r----r---tcNCASE!St~•T_,. '.,-\---+-t-l---.!~al--+------1 <O~ ,, . 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'2 00-0 > 1 i ne B-B ..! ~ --14.50' 28-50' • 18" RCP 18" RCP ; ( 2000-0 )· (2000-0) "" > .,. >- -< Line B-13 I 1 -1 00 <O ...., •Z -... -r"' "' "' 0 . -"' ,.... - I~ ~~ • I 1 +00 ! ------- ------:i 1 +:-o ...., y--2-t00 3-t00 4-t00 1 ~ 1 , , __ _J__~,~-1-1-70_0~~=---l-----l-----+---~f-----+---+----l------f----+-----!----+----+----t----+----:-!.--:P"C"~f-._A•'+ML...O,~/~•-A~)~r--j----t------t----1-----i----i----,---,----r--.!' ~ ~ I ~j ... ) A _,J-A__,, A _MJ"' '-._.,I-'-./ I t ~,~ ~ ~ ~ ~ ~~ ~ ~ ~ C-3 428 j DESIGNED ~.DfESSI0,'4( PREPARED BY: JL DRAINAGE PLAN & PROFILE ~ ~ ~ KFM ENGINEERING, INC. CHECKED B A L B o A B o u L E v A R D l f 1RICK KREUZER \ 26632 Towne Centre Dr. 0 240 RK ~ "'No. 42401 "' Foothi11Ranch,CA92610 1-=-::-'C:'::-:----t---t---t------------i---iFROM 12TH STREET TO MEDINA \"JAY~ it Exp. 3-31-o 4 Jl-Phone (949) 580-3838 DRAWN JO ,:;- ~I'._,. CJVl\.e ff:,,'<-~... Z4. ~ 01 /02/021--D-A-TE---1,__DA_T_E~B_Y~ ____ o_E_sc_R_r_PT_r_□N-----~-1 CI TY OF NEWPORT BEACH 1-R_-_5_7_8_7_-_s-~ FOR REDUCED PLANS O 1 2 3 OF C~~ R.C.E. NO. 42407 DATE 01/02/02 REVISIONS PUBLIC \'IORKS DEPARTMENT SHEET 28 □F-5.L ts ~D!;_Rl~G~l!:!;NA~L~SC~A:!;L~E_!l1S__.!!IN~IN~C:_!:!H~ES::..__!;:::;;;;;;;!::::;;;;;;;!::;:::::::'.;=~=:::';::==:J.---------------------------------------------------------L--------------L...----1---------------------1-------------.l....------1 0 PROF Ill E SCALE l 1-'--'-'-=;.;._=+==--"-"'---==-i, HORZ. 1"= 20'1 VE RT. 1 "= 1 ' I -· • •.• ······~···-..u "" r V'1 lo;!> PROP SURFACE-~ \ _ '\ r::, @ C/L PI PE );-. -; 0:,'o V : I \ • -• , <,.:7" EX SURF ACE--._ ' 1 PR P SURF ACE EX SURFACE -: i V 1 _.,,){r::, _ _,... • @ C/L PIPE 1 : @ ,/L PIPE ~ @ C/L PIPE • • ~ : POP SURFACE~ : •--• ---~_: 11 .--'-,-j \ , 1----1------+------+-¥-,Rap-s~RF-Aei}----;i:::-/'~~-----+--+: --+-----l------f-----j---__;\;::::---'@~C/~L:....!:.P.!.!JP::..!:E'-----:~""'-s:::/,L-j--t-----+-----+------j------j------t---_-..:.'-~::q-4-<-C:.._t-------+-----t------t-----=-r'""-s:;::--;'..:.'i--,---::::::::;:;;':!"":::'"':----::-i'--'~'--'-'-----i-t---i------i----i @ C/L PIPE-~------I ,-1 ~----· __ I __ ~ : J, ----,---1 ~ EX SUR<~ACE -----------EX SURFACE ' : : --', I ,,, I ,J--'\r::,_" @ C/L PIPE ' ,,' C! 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CZ ex,-; C«> ;i:; • ~ ..... 11 o. 20 12" RCP C2000-Dl Line 8-10 ..J -J 10,22 2" RCP 2000-Dl Line 8-11 ' ..J I 7" ,..., > oz - 28, 50' 18" RCP (2000-Dl Line. 8-7 I ,..., - . 1 -150 11 ~ I u ) I I -< I i . -< -~ -< ' I 7 0 0 N ' ~ 0 ' N 0 A ' ' 0 w r r 0 ~ ~ w r 4 ':! 4 ro 7 w 7 ro 0 A " 0 w r r 0 ~ ~ w " -r 1 -l 00 1 -150 1-100 1 -1 50 ~ ~ ~ ~ -~ t l-l----l---------l----l--____J___---+---+----+---1------+---+--+----i--1--t-----i---+---j----:----,--i--~~-=---=~ ~=--:I• --=[B3;:-r--;;..-,1' (UJ,;;;;;-;;;;;;-;~ l;;;;---;;;;, if=-;;--;----i----,1 I C-3428 , ,-----'------'--------'-,-,-::-:-,-,,:-:,---,'---r---i--'------'------'---;---,--'-----~----~----~---i 5 DESIGNED ~ I PROF I LE SCALE! t-~'---=--,,--~~cci, ' ' ' ' ' ' ' ' ' ' ' HVOERRZT-1 1 "= 2 0 ' j ~ 1 "= 1' i ~'lll•ESSIO.'tft PREPARED BY= J L D R A I N A G E P L A N & P R OF I L E ~ ~ ~ KFM ENGINEERING, INC. CHECKED B A L B O A B O u L E V A R D 6 ' 1f''RtCK KREUZER \ 26632 Towne Centre Dr. "240 RK f : ""•o. 42401 "' FoothillRanch,CA 9 2610 l-0c::-RAccvc-:1N---l---+--+-------------t---JFROM 12TH STREET TO MEDINA \"JAY~: -t< Exo. 3_31 _04 ,i-Phone (949) 580-3838 JO A , ·--~· .~ ~l', cIvI1-~'<-~"" a ~ 01 /02/02 1-D-AT-E---,:=DA=T=E:=B=Y=~========□=E=sc=R=rP=T=r=□N=============:1-C-l_T_Y_O_F __ N_E_V_/P_O_R_T_B_E_A_C_H~R---5-7_8_7 ___ 5---1 ~ i FOR REDUCED PLANS O 1 2 31 OF c~ll R.C.E. NO. 42407 DATE 01/02/02 REVISJONS PUBLIC WORKS DEPARTMENT SHEET...29_oF....21. z ' ~O~RI~G~I~NA~L~SC~A~L~E~I~S_!!IN!._!;IN~C~H~ES~__::::::::;~:;:;;;;;;;;!::;':=~~::;':::;:~~:..l.------------------------------------------------------=-----L--------------L---....J-------------------....l-------------.L-----~g: ' ' ~ ~:;t. ~ rt: ) "-l... ' c:s> ~~ tl ~- ~~ -,;:. ' ) II'--! "C --l I V 12th STREET 47-263-23 47-263-22 4 t' Lil c) I I Q9 47-263-20 47-263-19 47-263-18 47-263-27 47-263-26 104+39.43 BALBOA= 10+00 11th STREET 47-263-16 47-263-15 ~:----~ri :":::~~~~~~,~~l~~-="=====~~~~~"::--_rL,==='c'=iJ:'_L-"-rL'===-Dl"G·il===~A-=:1o~~-s o'J''"' - 11th STREET ~ I- LL ' II - ca'/>c I w -= _J 1,\1 3 0 > 47-264-23 ' f--, ~;--l I )'}1 ( ,t,?', 1'1'. 1\ IL.-_!\ ('0' 7' ' _J 100+00 BALB!]A = 31 _r w 10+00 12th §TREET ~ ~ (I] JOIN EXISTI~G STRlP-1l-Jr. --0 LO LO -w 1-:r: C) 0:: w > 0 (I] <( w w V) 0 0 + LD 0 <( I- V) w z ........ _J :r: u I-<( 2 ~s?"' ~ ~TYP.l -I ' ' r- 1/~,"i: 101 •cl I/ =11 ......... '"".!.~~ ·-~ ' ' -" ~:I ..:·.x ., . ' ' -,, I. ,o;1,'' L ..L .J ..L -,-c ? ' P>@ 64 -- : I> 111 -_. --· ~ ( '-. I ~/ V V l ( -\ ,,.,1 ' ~fOP I " / I I I I I Ir, 47-25 -f»C~ I > AJ-251-02 47-251-03 ,T 35 ' l) I , <1 I I: ,, 47-264-22 47-264-21 47-264-20 47-264-1 b 47-264-24 47-264-25 ' 47-264-17 I J ' 1~ ' l " -" I i I ' ' < I < t~) 1\ Ci" I l) L. Ci I / I ., --. ~ ~ l/1 '-,1 ...,'-.j C £ cJ:-'-- --0 LO LO '<I' /433) CTYP. l ✓(TYP.l JS"" t-r , , r r , r T 7 T , r <; 1 '" 1 )7 , . -.. mp--:· --,, ' .. • " 'J " --.... -' ~~--~ , -· --... J --.. - ·1_ - ~ .J ...1. ..I L .L ..I L.. ..L ..I L ..L .J L t:..':?''"' -~ LO -'<I' 0 LO ~@ CTYP. l coY<c 11 I I~ -- - - - ',J ·, 11 :;( ' --; '"= ., ' k ~.~ i -,, ~ ... -"' , r ,.. "I I"' N --r--, r T , r ., r-"I"' , -0 1 ",, 1 v'4 ... -' '..., ..., . u -·· .. .. ... ·~ ... .. .. ~,L ~~ '" L 0 ~ .J ,._ ..I.. ..I L -"' ,_ ..L ..!.. .J L .I.. .J. .J L .J N -LO -... 0 LO ~o'0.C ? .J , ' ' ! \ 7-251-10 l!! I 47-251-11 I I BALBOA BOULEVARD 10th STREET 108+79. 49 BALBOA -~ I I 10+00 10th STREET \64-12 I ~-I .,,,,~J l~ ,~:,,,,,,. ' d□l< 47-264-16 47-264-15 47-264-14 47-264-13 47-273-26 / 0 I ~ \\ outO ~ t ~ r:rs: I I ' [ Ir ' 1, _ ___J -1 D I \ I v/' \ 0.,ss';:...-\ -.. I e:, I - -" I\ I I II 'i 0 \ ~ ;:::,: ''-,r -' '/_ . ' coi::ic ~ (TYP.) ~ cocic J ' j - I /433) (TYP. l p..s?'-' 33 ( TYP. l 6 ( TYP. l " • -I 7-"' i-t TN -~, r T , r ,1~· ~:-"t -I}~ / {~a, 0 1C R ,. ' 1 ' .... -,-. J~ ,i'..1. . -~ -' ?''i,,f ,. ' ~ ''"-" 0 j \.. ~ .,,. , IL JJ '-i...1 n .J I. ' ~ ~~~-.,•I ...L-_J L ..... ..I L 1-<:~ L + ..I.. "' ' IP>© N ,s,"· ~s?'0 ,--; ; - @RTYP.) ' co':?tc c,0'0-C @ ' I ,, • I ~ ,1 -..::, I I~ .l'I I 1 ----!'J 1 ''v i ___ " ___ _, -I . . ,, / \ ,. i i-D2 I I <;_'/>S'-' I \ X r0 1-w w :r: V) w w V) 0 0 + 0 <( I-V) w z ........ _J I u I-<( w V) 0 11 0 + o\f LD 0 . -s- <( -I-V) 31 w z ........ _J :r: u I-<( 2 35 CONSTRUCTION NOTES ® INSTALL 4" SKIP \'/HITE LINE CCALTRANS DETAIL 9). @ INSTALL HI-VIS X-1'/ALI( PER DETAIL "A" ON SHEET 30. @PAINT 4" SOLID \'/HITE PARKING STALL STRIPING. @ INSTALL 12" SDLID \'/HITE LIMIT LINE. @ INST ALL "STOP" PAVEMENT MARK I NG. @ INSTALL RED CURB MARKING. •••••111111,•••••••••••1•••••••1••••••• GENERAL STRIPING NOTES 1. ALL STRIPING DETAILS. MARKINGS, ETC. SHALL BE PER CALTRANS STANDARD PLANS, JULY 1992 EDITION, 2, ALL 12" \'/HITE OR YELLOW STRIPING SHALL BE THERMOPLASTIC, UNLESS OTHERWISE INDICATED. 3. ALL PAVEMENT MARKINGS, INCLUDING ARROWS, LEGENDS AND LANE LINE EXTENSION THROUGH INTERSECTIONS SHALL BE THERMOPLASTIC, UNLESS OTHERWISE INDICATED. q 0 0 N ' ~ 0 ' N 0 A " JI I !; ,, ~·? OF_ I ~ ltiS'-> 41-b2-03 I I --......_ __ X ~ I mfS i 1 47-252=0~-X 47=£52"-'0~ 47-252-06 47-252-07 47-252-08 , c')¼C ' ' J I I I I 0 -J I jJ ' 'O r~S ljn 2 I . " I 47-25~\<tf 47-252-13 ' I I .... cf OP r-1 47-281-02 I 4T28~r C I ! I i 47-2 1-03 I ' 2 4. ALL EXISTING STRIPING SHALL BE REMOVED PRIOR TO OVERLAY. BALBOA BOULEVARD ~L ____________________ _ -0 ' L.----l>..Lll'✓• ill '"~ .... ·---~ NOTE: ALL STRIPING SHALL BE 12" AND \'/HITE UNLESS OTHERWISE NOTED, .• 4' .I. 8' . I . 8' . I 35 SCALE: 1" = 20' 5, ALL EXISTING PAVEMENT MARKERS MUST BE REMOVED PRIOR TO OVERLAY AND REPLACED WITH NE\'/ MARKERS. UNLESS OTHERWISE INDICATED. 6. ALL REFLECTIVE PAVEMENT MARKERS SHALL HAVE GLASS COVERED REFLECTIVE FACES OR BE 3M SERIES 290 MARKERS. 7. ALL NON-REFLECTIVE PAVEMENT MARKERS SHALL BE CERAMIC. 8. PARKING STALL STRIPING SHALL MATCH EXISTING LOCATIONS, 9, EXISTING SIGNS SHALL BE PROTECTED IN PLACE. C-3428 ro 0 A " C 0 u -Q / 0 0 D 0 D / ,-----------,,----------------,,---------.-----r--..---------------,----.---------------------tt DESIGNED ~ APPROVAL RECOMMENDED PREPAREDBY: JL STRIPING PLAN D ~ KFM ENGINEERING, INC. CHECKED B B o B o E R D :s 26632 Towne Centre Dr. <>240 RK AL A LJ L VA i C DETAIL ''A 11 >--T-RA_N_s.-&-D-EV-.-S-ER_v_1c_E_s_, Foothill Ranch, CA 92610 1------t----t---t--------------t---J FROM 1 2TH STREET TO MED I NA \'JAY ~ MANAGER Phone (949) 580-3838 DRAWN A ED MILLER, o. 47615 . 12/31 ~ ,-, ~ JO 1----+----+-------+---+--------r------1w" NO SCALE R.C.E. NO. 22045 ~ ~ DATE FOR REDUCED PLANS O 2 3 Jl.C.E.NO. 47615 110~~2 ,_D_Ao-Tf_/_0_2_/_0_2-:.._~_B_Y_~-~--D-::-:-;-~;-:-~-:N-----~---l C Ip~~L I~F \'/~R~ipD~~~RT~~N~CH SH~~5 :os:F-~7 ~ l...:!O~RI!,!:G:,!_l~NA:,::L~SC;:,:A;;,L:.E..!I~S_.!!IN~IN~C;!;H,;;ES::_...::::::::;;;;;:;;;;:~===~====:..l-----------------------------------------------..I::□:.AT:.:E:.:::=======L--------=------L----L------------------_JL ____________ J:.:=.:...==::..==..10 -t ~_s\,~ Qg_ ~ ~ r-~ C. ~ (t> ~ f. ? ~ I ) ti\ ....J II< -J I V I I I . I 0 (Y) 1---w w I V> w Wi-- V> 31 47-273-20 47-273-19 47-273-18 47-273-17 47-273-i 6 rf o " ' 0 113+59. 75 BALBOA 9th STREET 10+00 9th STREET 47-273-30 ,n-213-31 47-273-14 [i \1\ \ \ \ \ 1--- !f 47_273_33 41 _2 _32 co' c b ,1-21,-21 ,hc+---:.47-274-28 , 47-274-29 47-274-14 b .c., '------' I L-,------'I f-; ; •" L----r;"'-' \'-/ L-----~.e\ Lx _J '-=:-::c--::::::::::::::::li::-'s,..--::z:::::::::::= _-dc=~==_::::::::J__ .blec-=='•'lf",vo=====-=-==\=i'"~,~,~~~ --· -,¢ --\J ,-,~~~~r:::~~A~"'.5'.~ o:'.'-':,l':'.!~:'.':~~/======L=1~, ;~;;;;;~;:;:;;;;;:x~-5 \J!A I i ~ _ __r 3;: 31 36 (TY7 D _J w w V) 0 0 + 0 ..-- ..---.=.-.::---4------:;ri----... ----~i ---..1..----.J4..~,J-----..1. ___ -:i_L ____ .L ~ -~~-:i-crEL--"":::i..----rJ----:i-----" -,, A ------- <( I-V> 1-- w z ;;r 36 (TYP.) N ~s?'r• ' ' 0 LO BOULEVARD 117+94.64 BALBOA= 10+00 8th STREET 0:: w o_ o_ :J w w V> 0 5 0 + LD ..-- <( I- V> w ' , ''' .J ' r T 7 BC " ..L LO ' 'SI" 0 LO .J I. /433) (TYP. I 7--r 1 6 ..l. 47-274-11 X ~(TYP,l ' , "' rN '~-r 0 , r r, L....,0 ,---. ri:;: I 1 7 pa os' ". ',, 0 .J L"r'l --...L N ~ \177 ,1, \j I/ :i I==,,=".-=, 7i,,==,=1-~2=a2=-=05=0AllT\ 1 ==,J1-=2=s2=-=01=n1c.,_c===,=,,=_,=□=,_=o-s~ /~\::\b:.~=,=1=-2=s=,-=0°=_ =\\\ ==,=1=-2=s=2-~1-o ~=\f\i\==--~V\~-2t''.:l \\---1 1 ~ ~-· 1 \ ___,.--7---1\ ~' j_. __ 71l? _c{;J-s \ \ \JI\ ✓) \\ 0~c,, <( ~ '1n ,'b I '1 ,.r I J s'"P\,~\ \1'! I 2 ~ 1 ':r ........ 1 1. , \\ 1 • BALBOA BOULEVARD -l 0 s , , SCALE: 1 n = 20' @ (TYP.) - ----32 31 e,Di-.C <( I-V) w z ~-~~--~Q-~~~~~~~- _..LUl'',,n'~,~--------r~'T--~7r---===,==c;===c,J ~ .:_ l.--o:,\:t~/~~7~-2;8~,2-:,01~~~\+'11r_,=:./.2''.:.:.!:';',:::~B::.=2~-0""31\ \.---'_1-_2_a2_-~o 7 ~--t i 35 8th STREET \ \ \ ~ CONSTRUCTION NOTES 3 - 1 8 35 '-' ,. I i \ \ __-32 / ,- 1 9 .J L .l.- 31 -"' N 0 I ' , I ~ L-.L. ~I \\ '8-02,-,2 1, \\ FOR GENERAL NOTES SEE SHEET 30, in "<I" I -\:'.'·~~:::::! 1-,-, -·-~-I.J..l I.J..l :I rJ) , r .J L I.J..l I.J..l V) 0 TO+ 1 • V'" 0 N J.. ._.... <( I-V) I.J..l z - @ INSTALL 4" SKIP \'/HITE LINE (CALTRANS DETAIL 9), @ INSTALL HI-VIS X-1'/ALK PER DETAIL "A" DN SHEET 30. @PAINT 4" SOLID \'/HITE PARKING STALL STRIPING. @ INSTALL 12" SOLID \'/HITE LIMIT LINE, @ INSTALL "STOP" PAVEMENT MARKING, @ INSTALL RED CURB MARK ING. ,, ....... 111,1111,111,1111,111111 .. , ... ~ ' g, Ni ;; I 01 ~I 0 ' A " w r I « I 2, « I -1 ~, ,j:, I ~ I CQ I o, A I " I □ w r r 0 ~ ~ w " r -" / 0 0 " C-3428 ~ ..-----------.------------------,.-D-E-SI_G_N_ED--.,.....--,----.---------------,---.,.....---------------------1{io APPROVAL RECOMMENDED PREPAREDBY: JL STRIPING PLAN z: KFM ENGINEERING, INC. CHECKED B A L B o A B o u L E v A R D t : ED l.llLLER, 26632 Towne Centre Dr. 0 240 RK ~ : C o. 47615 TRANS. &DEV. SERVICES FoothillRanch,CA 92610 1------1---+----t---------------t---lFROM 12TH STREET TO MEDINA \'JAY: .1213110 MANAGER Phone (949) 580-3838 DRAWN A ;; ,,., ~ JO 1---+-------+------------f---l----~----1"c" C I R.C,E. NO. 22045 ~ ~ DATE ~ F□ R REDUCED PLANS D z 3 ofv c R.C.E.NO. 476151 ;o~/r~2 ,__D_Ao-Tf_1_0_2_1_0_2--:___~_s_Y_~----D-::-:-;-:;-:-~-:N-----~---1 C IP~~L ID[ w~R~ipo~~JRT~f~CH ,__s_HRE_E_T5_37_18_7_oF_S5_7_,~ ~O!;_R;,:lG:_!l_:!N~AL:....,:S~C~AL;;_,!;E;,..!.IS~I,:!N__;!lN~C~HE~S:..,__::::::::;;;;;;:=~=:::::;=;;;;;;!:::::;=;;;;;;;;;.L _________________________________________________ .t:,DA:T'..:'.E:,;;;;;;;;;;:;;;;;:;;;;;:;;;;;:;;;;;:;;;;;:;;;;;::.l ________ =------L...:__:_:.:._.:..:__L_ _________ ..::._.:..:_:..:.__:_ _______ _L_......:__:,::.::_:..:.._..::..::::..::_::_.:_::...:.,::..:..:.:::::.:..:__J.:'..'.:.'.::.'.,.::'.:'.:::'.::.:'..'...:::'.'.~il --c., ..J 7\l I "' --.I ex .J I V) ..- I""') I-w w :r: (./) w w (./) ""'t' -------, ·K- -L!) 'SI" L,'1" -0 L!) ••toe , V 0 - "' 0 , r T , j-N _ -+ + 'fl-ELE--->-->--------·-_Q~ 0 .... ~ --·-- N <( I- (./) w z ...( L -L!) 'SI" -0 L!) UI' V~ • .. ·1 .!l..,, • ., 122+44.70 BALBOA - STREET .,,,(TI) <TYP. l -4-"+ ELE-fG-- 1-, r ELE T 36 ( TYP. ) o'I BALBOA BOULEVARD 35 1- :r: (.'.) ........ 0::: 0::: w o_ o_ ::> w w (./) 0 0 + LO N <( I- (./) w z I a 5 C V • 48-022-10 I ,"'-I 1 r ..... ...( L 10+00 6th STREET \@~ b~I_I! u ., / I D~~~3 r:0 48-022-12 48-022-13 •I Cj clOlS y~C , • '""' 11 ·,;?~"'-✓ • . :1 • • 11 . ! I ;sr,...., \ 00;1 • V /"l \ j1\ ,'; i ji ? . ,J i ,~'\ . \__ .. .. ::: '!..~ ' . 50" ,I/ ~ .... ... ' 'I~ T ...... " ........... ----·---. -... ------ 126+94.41 BALBOA 6th STREET f (TYP.)-✓ 34 £ p,..s?\-· - -0 L!) L!) - 'SI" ~ (TYP.) ~ (TYP.) -"' T" 1 r 12~ rN --,-1 , r ~ ,127 '0. 0 '/, \ ~~~ ., -,4 I )Ji.-::..o • ,-~ J -' -· " ' v,,·, " .. I '-.., I" ,_, ,--·v ··'=' y_,:· ....... ····· ---.._l~ ol',n ~ J I -~,I' '--'" {11 no -:i r ,.~,::-~.-11 v• /_ VJ 0 ~::~ 1-,\\-1 so :h J -..1.. J L' ~ .J_ . , -L J L "' N (TYP.)36 -L!) -0 ;;r -c7 'SI" L!) (TYP.) ~ . ' v32 0'.J co.NC ~ ~ ... --~--... .. ~ I .;a-o?~ -10 i ! I . r-1· .. asc"' T 128 I v• .!. I--< ~ .~ ' .~ ... /I"-I ,?/' v--"_ /I' /,/ • \)' ~ 6:-7 __J :r: u I-<( 2 - 0 ,:o. 1"",?.'.-1h i ' ' r , I i v~ I ~ 48-024-27 -lH :l?.i-?f; 48-02~--14 I . I X X--C cPNC o✓ oS □ I ,lOP " 48-073-01 •18-073-26 I ' I i I , I I I I I , X 35 BALBOA BOULEVARD SCALE: 1" = 20' t.t ILLER, 47615 p.12/31/ FOR REDUCED PLANS 0 2 3 ORIGINAL SCALE IS IN INCHES I o, 'd (TYP.) 1 r _12A ELE ~ ~- I '12-071-09 48-071-05 I -I I• I I ,: I -I Ii . -~ oS --0 L!) L!) 'SI" -"' , r r , r T -0: 1 r N 129 ';' "",," ., ~-~rn~ v• •• ' ' V ~ I ..1.. ~ -1 L ..1. J -1 L -"' N ( TYP. ) -L!) -'SI" 0 L!) 31 - - X X D I i I X i i •-18-073-23 41;1-0 / j-£-<; 4P QZ:i ;>~ 48-0"73-18 i I I I I i I cm;c --0 L!) L!) 'SI" p..Sfl:-\ r 1 r '1 ~ E E : '. 0 ,,., ~- __J :r: u '--,II I- I<( 2 I LJ 48~ '\s?\\ I LJ '-, i -!- oS \I 31 - .,,,{TI) CTYP.) I""') I""') 1-w w :r: (./) w w (./) _-~T r T 1 0 0 + 0 I""') 0 - 0 -~ ..1. 48-073-"17 I , .. ..... j L -1 - +B-073-15 <( I- (./) w z I--< __J :r: u I-<( 2 CONSTRUCTION NOTES @ INSTALL 4" SKIP \'/HITE LINE CCALTRANS DETAIL 9). (8} INSTALL HI-VIS X-1'/ALK PER DETAIL "A" ON SHEET 30. @PAINT 4" SOLID \'/HITE PARKING STALL STRIPING. @ INSTALL 12" SOLID \'/HITE LIMIT LINE • @ INSTALL "STOP" PAVEMENT MARKING . @ INSTALL RED CURB MARKING. 11111111111,,11111111,1111,11,111111111 q ' g, N' 0 I 0 I ~ I o I A I " I 0 ' ~· ~ ' o, ~ o. I w I ~ I « I ':l, .,, N' m, <£>1 q I (D I 0 I A I " I o, ~· ~, s I o. I W I ::, I ;:: I - ' ' FOR GENERAL NOTES SEE SHEET 30. 0. / D 0 n - C-3428 ~ r-A_P_P-RD_V_A_L_R_E_C□-M-M-EN_D_E_D _--r----------------rD-E_S_IG_N_E_D_--,----,--,----------------,----.---------------------lg JL STRJP·JNG PLAN 1l PREPARED BY: KFM ENGINEERING, INC. 26632 Towne Centre Dr. 0 240 1--T-R-A-NS-.-&-D_E_V.-SE_R_V_IC_E_S--J Foothill Ranch, CA 92610 MANAGER Phone (949) 580-3838 CHECKED RK + L BALBOA BOULEVARD f: C I l-,--D-RA~WN---1---t--t------------+--IFROM 12TH STREET TO MEDINA \"JAY~: JO A I l----l---f---------------+--1-----------------------1" ' R,C,E. NO. 22045 ~~~~~~~~_J::::::!O!_!1!._/_go2~I~O~2 1-D-AT-E---1,__D_A_TE~_s_Y ~----□-E_sc_R_I P_T_rn_N ____ ~ _ _, C I TY OF NE \'/PORT BEACH R-5 7 8 7 -S ~ : R. c. E. NO. 47615 DATE 01 /02/02 REVIS IONS PUBLIC WORKS DEPARTMENT SHEET 32 OF _5_L ;; : DATE o I ' 'Ai ' Clj ....J o( _j \ V I I I N r<) I-w w I (/) w w (/) 0 0 + 0 0 r<) ..---- <( I-(/) w z I--< _J I u I-~ <( 2 w lO w si;c ?~ ISLAND @ 4a-o71 -,s\ ( ctOlS --1:<S~ I '&} £ ~ ( TYP. >(§\ AVENUE I 301+67. 26 BALBOA - o+po N. ISLAND AVE J-~ '"". ,' r . . . -. . . . . . . . . . -. ,-, . L ..L. \ o\t.L ,EL 0 V ... ,, I 1~', '18-073-14 / ~t,;1• ~I 48-072-24 C t-lC .J L -"' "' ' 131+43.95 BALBOA 35 - 10+00 s. ISLAND AVE ISLAND AVENUE - ' (/) "' -l --I 1 t-"' "' 4 --0 0 ~~ 0 . , .. , .. 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I r 101.35• '18-081-21 4f3-081-22 CO: ,, ~ L-"' "' "' 31 48-072-i9 .. .J L - - 1 - I- LL w _J 0::: w 3 0 _J w w (/) 0 0 + s;;J"" r<) ..---- <( I-(/) w z CONSTRUCTION NOTES @ INSTALL 4" SKIP \'/HITE LINE (CALTRANS DETAIL 9). @ INSTALL HI-VIS X-I"/ALK PER DETAIL "A" ON SHEET 30, @PAINT 4" SOLID \"/HITE PARKING STALL STRIPING. @ INSTALL 12" SOLID \'/HITE LIMIT LINE. @ INSTALL "STOP" PAVEMENT MARKING. @ INSTALL RED CURB MARKING. ••••1•1•••11•11•••••1••••••••••1111•••• ~ ' g, NI :;;, 01 ~-01 A I " ' 0 w e-e-0 ~ ~ w e-' 4 ' s,, 4 ' n I ~, <,0 I ~ ' <XJ I o, A I " ' 0 ' :=" ' e-I '3 I ~ ' w ' :, ' ;:: ' -Ii / 0 0 D ' FOR GENERAL NOTES SEE SHEET 30. C-3428 0 D / ' .----------.-----------------,-...,.,,~----,---,---r--------------r--~---------------------15' DESIGNED 2 : APPROVAL RECOMMENDED PREPARED BY: KFM ENGINEERING, INC. 26632 Towne Cen~e Dr. 0 240 ..-T~R-A-Ns ___ &_D_E_v.-s-ER_v_1_cE-s-, Foothill Ranch, CA 92610 MANAGER Phone (949) 580-3838 R.C.E. NO. 22045 CHECKED JL s TR I p I NG p LAN D I RK ~ ' L BALBOA BOULEVARD f C ~D=RA~wN-,-----J-----t--t-----------t----JFROM 12TH STREET TO MEDINA ~AY~ JO A l-------l----+--------------+----11--------------.-------1" ~,.;~~µ~~:'.::~~-}:-:::::-f~~~ 1---------1 DATE BY DESCRIPTION R 5787 S 'j ';, 01/02/02 DATE 1---~~----------~--, CITY OF NEWPORT BEACH --~ FOR REDUCED PLANS 0 2 3 R.C.E, NO. 47615 DATE 01/02/02 REVISIONS PUBLIC l'IORKS DEPARTMENT SHEET 33 □F-5L 6 ~D::_R~IG:2_1:!;NA~L~SC:_:A~L~E_!l~S-I~N!....!.!IN~C!!H~ES~...!:;::.;;=;::;;~:::;::::;;~~:::;=~~_L----------------------------------------------.....l.:D:.:,AT:_:E:,;;;;;;=======L--------------L---.....l-------------------...l.-------------L-----.Jo 0 77 :UD -:u C) -:u z"' )>0 re n l/1"' no -:r:,.---~- r-a "'' )> -z l/1 l/1 -z -~ t~ :r: "' l/1 0 ·~ A +a N uJ -~e;-· t,J V, N b ..... b ..... b JT'I N JT'I 0 • V, JT'I n _, uJ ··-·o 0 z "' IT1 A -< b _, 0 n ::0 U7 oO V, V, V, JT'I nm 4b -0 z V, • --.J 00 z V, :c JT'I JT'I -,. 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CHECKED B A L B o A B o u E v A R D g 26632 Towne Centre Dr. 0 240 RK L .0' R I CK KREUZER li\ tio. 42401 "' FoothillRanch,CA 92610 1-c-::-~----t--+--+------------t---JFROM 12TH STREET TO MEDINA \"JAY~ p. 3-31-~(949) 580-3838 DRAWN JO ~ l-----_,__ __ _c.6,-=0 __ ~5,-=0 __ --'4,..C.O __ __,c_3,.c.0 __ 20 10 10 20 30 40 50 60 70 ~ ~01/02/021-D-,AT,-E---:._D_A_TE~B-Y~----D-ES_c_RI_PT_I_□N ____ ~---I CITY OF NEWPORT BEACH-R_-_5_7_8_7_-_s__,~ L~F:!:.OR~R.:::EO:;:U;_C,:::E□!:,'.•::;P~LA_;N~S~:.!~~-□!:::~==~===~2====3 :..l..;... ___ ...;... ___ ...;.. _______ s:.:E:.•:.E_'..:S:.:E:.:C:..:.T..:.l..:O_N __ 1_<.:E_Y_T_O:_C.:....R..:O..:S..:S:.._S:.:E:..::.C.;..T..:1_0:..N_S,:_'....:O_N_S.:..H...:E.:E_T.....:2:_ ____________ .....JLR_._c._E_._N_o_. _4_24_0_1 _______ 0_AT_E--1_0_1_1_02_1_0_2...J. _________ R_Ev_1_s_10_N_s _______ ..J._P_u_s_L_1_c_w_□_R_K_s_□_EP_A_R_T_M_E_N_T_.J..sH_E_E_T_4_3_□_F_57--l~oz ORIGINAL SCALE IS IN !~CHES J ) ' I Ir 0 '7 :DD _,, "' _,, zrn l>O ,c n u, rn no ·J;,< ••• , -u rn, l> -z V, V, -z -g tgi rn V, 0 Ul --~o·· ..c,. 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I FL 6,72; TC 7,22,45.00 FL 6.22 FL 6,38 FL 6,44 ' ' Bl'/ 7,32,50,20·· _,, N+N U7 A U1 tn ~ O'l ·a11 s;a5,.:.49,32 --.J _,, O+N 0 <;J1 I I ~ " TC 6,84,-44,4h · ___ , EP 6.55 I \ \\-\-PK I I \ I I I • • • ' I I ' I I -. 1• . ,d' I I I I I I I I -,,,,. CD co FL 6.29; TC 6.75,~45.00 LN ;'-) ) PK CR 7.02,-10,00 I I I I I ,, ' TC 7,16,-1.471. ' 7 ----,.-, FL G,52,-1.68: , .. , .. . I TC 7,16,2,42 =::;::;::s,---• FL 6,66,2, 71 EP 6,59 \ \ I \ I --'J, \ ·.PK· ' I .-. : \ \~ I I I I I ' ' -T ' ' I I I I ' --1- 1 ! •\O LN PK CR•7,25,38,00 FL 6,85 TC 7,35,45,35 I '(, .1 FL 6,87; TC 7,38,45,00 B \"/ • 7; 48 , 50, 24 • .:.. O+N O U1 O'l --.J CXl ~m 1':>vl.rq,rv '2f-• 1-i -u I FL 6.00 FL 6.28 FL 6.26 µ, Ei~i s.fiii__;49,f4 --.J O'l ' ' -Jr,, : tn+N 0 A r, ,, CXl O'l b U7 b ,...,..--;:::!:' =:I'!' TC 6. 71,-44.501 ,--\----' FL 6,19; TC 6,68,-~5.00 • I : )_ EP 6.43 \ L\--\-1 I ' 1' 11 -. ,<11 ,N ,,,,. 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