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HomeMy WebLinkAboutR_5691_S>-' 00 ... 00 "' => "' ~ 0 0 "' m !§ <I? ADAMS AVf.. CITY OF COSTA t MESA '1CTORIA 19TH PROJECT LOCATION ST. VICINITY MAP SCALE: 1" = 4400' SYMBOL LEGEND • POWER POLE ~ m ORANGE COAST COU£G[ "' 0 m "' < "' (Q)SSMH SANITARY SEWER MANHOLE <ti FIRE HYDRANT ci "' "' ~ ,. "' ~ ~ u WATER METER BOX & SERVICE D GM GAS METER -------®---VAL VIE POWER POLE ANCHOR 6 MONUMENT -x-x-x-FIENCE ==== BLOCKWALL e lREE {j {J SHRUBBERY .,,,. .,,, .,,, .,,,_ ASPHALT PAVIEMENT : : : : : ::,.-;:';:);\:': BRICKWALK I: : ' I CONCRETE luuud BUILDING _ _ _ _ EXISTING CONSlRUCTION - ---PROPERTY LINE ----NEW CONSTRUCllON ___ 'i_ ___ CENTERLINE ____ 5 ____ SEWER LINE -----W-----WATER LINE ---G---GAS LINE -E--POWER LINE -TEL -TELEPHONE LINE -CATV-CABLEVISION LINE _sp __ SPRINKLER SYSTEM El * SlREET LIGHT SIGN MAIL BOX SPRINKLER UNI VF.RSI TY CITY OF IRVINE U.C.I. ~ 'x.<i\l RD, ..______., EMERGENCY TELEPHONE NUMBERS CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (UTILlllES DEPT.) COUNTY SANITA llON DISlRICTS COMCAST CABLIEVISION NUMBERS 634-0251 895-0221 611 644-3011 962-2411 542-6222, AFTER 6: 00 PM 542-3975 PUBLIC WORKS DEPARTMENT CLAY STREET, ORANGE STREET AND BOLSA AVENUE CURB & GUTTER CONSTRUCTION CONTRACT NO. XXXX APPROVED: DATE: DIRECTOR OF PUBLIC WORKS R.C.E. 16791 PROJECT SITE LOCATION MAP NOT TO SCALE 1 -~ NTS GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL, EXCEPT AS OTHERWISE STATED IN THE CITYS STANDARD SPECIAL PROVISIONS, OR IN THIS CONlRACT'S SPECIAL PROVISIONS, BE CONSlRUCTED IN ACCORDIANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION," 1994 EDITION, AND SUPPLEMENTS TO DA TE. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONlRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSlRUCTION. 3. AUL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVIEMENTS. CONSTRUCTION NOTES CD REMOVE EXISTING PCC CURB AND GUTTER. 0 CONSlRUCT TYPE 'A" PCC CURB AND GUTTER (6" CF) PER CNB STD-105-L Q) REMOVIE EXISTING PCC SIDEWALK. 0 CONSlRUCT 4" THICK PCC SIDEWALK PER CNB STD-180-L © REMOVIE EXISllNG AND CONSlRUCT PCC CROSS GUTTER PER CNB STD-185-L. ® REMOVIE EXISllNG DRIVIEWAY APPROACH. (!) REMOVIE EXISllNG ENCROACHING IMPROVEMENTS. © CONSlRUCT PCC RESIDENllAL DRIVIEWAY APPROACH TYPE II PER CNB STD-163-L 0 CONSlRUCT CURB ACCESS RAMP CASE "E" PER CNB STD-181-L @) REMOVE EXISllNG BASE AND PAVEMENT. 0 PLACE 6" THICK CRUSHED AGGREGATE BASE. ® PLACE 2 1/2" THICK TYPE III-B2-AR4000 AC BASE COURSE. ® PLACE 1 1/2" THICK TYPE III-C3-AR4000 AC FINISH COURSE. @ REMOVE EXISllNG BUSHES AND TREES. @ ADJUST EXISTING SSMH FRAME AND COVER TO GRADE. @ TO BE RELOCATED BY OTHERS. No. 19111 xp. 9-30-97 VIL '!-R-5691-S SHT.1 OF 4 CD 0 G) 0 0 © 0 G) 0 91 CENTER 90 LINE 89 88 91 \./ESTERLY 90 FL 89 88 7+00 w z ,c-;i ~ \..o,'0· 7+50 • 3315· CONSTRUCTION NOTES REMOVE EXISTING PCC CURB AND GUTTER, CONSTRUCT TYPE 'A' PCC CURB AND GUTTER (6' CF) PER CNB STD-105-L. REMOVE EX I ST I NG PCC SIDEWALK. CONSTRUCT 4' THICK PCC SIDEWALK PER CNB STD-lBO-L. REMOVE EXISTING AND CONSTRUCT PCC CROSS GUTTER PER CNB STD-1B5-L. REMOVE EXISTING DRIVEWAY APPROACH. REMOVE EXISTING ENCROACHING IMPROVEMENTS. CONSTRUCT PCC RESIDENTIAL DRIVEWAY APPROACH TYPE II PER CNB STD-163-L. CONSTRUCT CURB ACCESS RAMP CASE 'E' PER CNB STD-!Bl-L. @) ® @ @ '\o, \..'1,0,' S=-0, 697. 8+00 8+50 9+00 SW \::'.(( :_:: >->-"" >- "' "" .• "" "' : "' "' DWY "' :z z 3305· w -:z ' ' 3309· B L:I 6 w "' w "' "' -+ CD CD CD "' + M "' CD • 3301· + + CD CD SAWCUT AND REMOVE EXISTING BASE AND PAVEMENT, AND PLACE 6' THICK CRUSHED AGGREGATE BASE. PLACE 2 1/2' THICK TYPE III-B2-AR4000 AC BASE COURSE, AND 1 1/2' THICK TYPE III-C3-400□ AC FINISH COURSE REMOVE EXISTING BUSHES AND TREES. ADJUST EXISTING SSMH FRAME AND COVER TD GRADE. TD BE RELOCATED BY OTHERS. '" o,'o 'I,'\. Cl' "' + Cl' 9+50 CURVE DATA R=20' L=31. 41' ~90" 00' 00' T=20' •. SW 0 "' ... "' SW CURVE DATA R=2D' L =4□, DB' L>=l 14° 5D' DD T=31. 29' "" LI "" "' u "' 4 3 31. 41' 'I,', '1,1. \'0 "' 4D, DB' u w 10+00 87, 10 FL ,\.. ru <U I I I I :,, ' !o (? 1+59 BCR SEE B □LSA 10+50 CURVE DATA R=20' L=31. 41' ~90°00' 00' T=20' 11+00 2+38 ECR MATCHLINE SEE B□LSA AVE, SHT, 4 EX. 6' ACP MATCHLINE AVE, SHEET 4 , 3238· SW ... ... PROFILE SCALE H □RIZ: VERT: 1 H =20' 1 H =2' 11+50 >->-:,, :,, "' A :z "' :z -L:I w w .... "' "' "' DWY + -... ,.,, .. -, 3232· + -in ... -... '6 fr, ru • 3233· '" '" ~ ','I, o,'0· o,'0· 91 S=-0, 307. 90 EASTERLY 89 FL -_J (") I u f-f-w <[ w ::E :r: c,:, "<t" w lf1 w + c,:, C\J -91 90 CENTERLINE 89 88 ..., 1,'o 91 90 \./ESTERLY ~0 FL 89 88 12+00 12+50 >->-:,, :a A A z "' -:z L:I w w "' ,.,, -"' + Cl' (\J + --• 3226· - 4 EX. NAIL • 3227· CLAY STREET No, 19111 Exp. 9-30-9 CIVIL OF CALl BM: NB 4-36-74 EL 64. 775' 1976 ADJ REF: TR 27, BOLSACLA, DXF, B□LSACL2. DXF APPROVED PUBLIC WORKS DIRECTOR R. C. E. NO. 16791 DATE _______ _ c-xxxx CURB AND GUTTER CONSTRUCTION CLAY STREET & BOLSA AVENUE DATE BY DESCRIPTION APP'D. DESIGNED SL DRAWN M GRACIA CITY OF NEWPORT BEACH R-5691-S 1---~-~-----R-EV-IS-I-ON-S------~---1-=,CH"'E"'cK=rn=---L-D+D,..,A"'T~=-B-J_u_n -1-99-;6 PUB L I C W□ R KS DEPARTMENT SHEET 2 OF 4 S'LY FL 94 46.93' 92 t-------+-----+---------,f-------+-----+--11.73' 11.73' 11.73' 11 3' "' u CD 86 84 82 80 78 "' u w "' u w , , , 9.48' 9.48 9.48' 9.48' _, ~ &>o • "'ff 1 s~-. :s!Js {l. >-' "' V> w x >-w>- z i3 ----+------+---------< 90 ~ ~ ...-, CD "' "' +~-----+------+-----~ ,...,u ----+------+-------+---------<88 l------+------+-------li-----~--l••d---+------+-+-------+-----+------+-------+---------186 a, "' 1---------1-------1--------l-----#'----1--+ ---+-----+-+------+-------+------+--------11--------< [i' ·6's 37.93' 1 1---------1------+----,-+-,.;,.-----+-----+-----+---------l------+-------<>------+----------i 84 6'7 ·Js t--------+-----,1 -+---:i,Z.----+------+-----+-------+------+--------1------+------t--------, <9 ·J"s ,,, .... ;. >,s,----1 -+---,-,-''r'>-----+------t------+-----+------+-----+-------+------+----------11--------1 ~-.>> .,,.,,, q>>>1 1---1/"-.c--r---t---------j-----t-------t--------j------t------+------+-------1i------+--------1 '-" zU 0 '-" ~:z ~--ooF--+-------t------+------1-------+------+-------+-----+-----~ ~ wV> 0+50 +x ow 1+00 ' <:'-r'· . • C'' ·~s, ·tt'. 1+50 2+00 2+50 ~ PROFILE SCALE HORIZ: 1 "=20' VERT: 1 "=2' 3+00 7B.J6 FL lB.J5 FL) ... ,,: ... ~ 2 ',, '...:•:. ' ' 11 v, CURVE DATA R=25' ~=3].93' &86" 56 00 T=23.70' <:'..f-• 6'• 4-,o ' \ ' 1/. ' ' , >-' ~ 'i< ., . SSMH • , / , ]N / / , , 10 ------w CURVE DATA R=50' L=46.93' &53" 47'00" T=25.36' ORANGE AVENUE ,,..---EXIST. ~•~ DIP --------- 0 "' JOIN EXIST. • 508 S'LY FL 92 >----+------+-----+-----+---------i-----+-----+----+-------1 NE'LY FL No. 19111 xp. 9-30-97 Cl VI l ~ • 3228 • 3214 3 ·3208 a, • 3200 ~ 13N 90 88 IN EXIST. NE'LY FL ' N 13°57'00"' W 15N, ·-.. -I .. -·-·-.. -I .. -s-+-·----1--------f------I------I' EX. 6" ACP ::::::-.,, ----------_-:---------_____ -_-~-------r-. f ---------w~----_-_-_~ __ -_-_-_-__ -_ ---_--.u,_ ----------_-_------- • 3221 CD 0 G) 0 ® © 0 G) ® @) ® ® ® • 3215 • 3209 • 320!5 CLAY STREET CONSTRUCTION NOTES REMOVE EXISTING PCC CURB AND GUTTER. CONSTRUCT TYPE "A" PCC CURB AND GUTTER (6" CF) PER CNB SID-105-L. REMOVE EXISTING PCC SIDEWALK. CONSTRUCT 4" TIHICK PCC SIDEWALK PER CNB SID-180-L. REMOVE EXISTING AND CONSTRUCT PCC CROSS GUTTER PER CNB STD-185-L. REMOVE EXISTING DRIVEWAY APPROACH. REMOVE EXISTING ENCROACHING IMPROVEMENTS. CONSTRUCT PCC RESIDENTIAL DRIVEWAY APPROACH TYPE II PER CNB SID-163-L. CONSTRUCT CURB ACCESS RAMP CASE "E" PER CNB Sffi-181-L. SAWCUT AND REMOVE EXISTING BASE AND PAVEMENT, AND PLACE 6" THICK CRUSHED AGGREGATE BASE. PLACE 2 1/2" THICK TYPE III-B2-AR4000 AC BASE COURSE, AND 1 1/2" THICK TYPE III-C3-4000 AC FINISH COURSE REMOVE EXISTING BUSHES AND TREES. ADJUST EXISTING SSMH FRAME AND COVER TO GRADE. TO BE RELOCATED BY OTIHERS. REF: TR 27, BOLSACLA.DXF, BOLSACL2.DXF APPROVED BM: NB 4-36-74 EL 64.775' 1976 ADJ PUBLIC WORKS DIRECTOR R.C.E. NO. 16791 DATE • 3201 I I I j ' c-xxxx CURB AND GUTTER CONSTRUCTION CLAY STREET & ORANGE AVENUE DATE BY DESCRIPTION APP'D. DESIGNED SL DRAWN M GRACIA CITY OF NEWPORT BEACH R-5691-S SHEET 3 OF 4 1---~-~------------~---+==---~------i RElnSIONS CHECKED DATE PUBLIC WORKS DEPARTMENT LD 28 Jun 1996 NORTHERLY FL 86 84 82 ~ -- . ~ >--' (J) x f--w z 0 36.41' ..., 0+00 CURVE DATA R=52' L=36.41' =4()007'05" 'r=18.99' / / ~ ~ 'b. / -~ ~ + trl u CD 0 0 g 6 ft ~~ 'b ~1 ---J -- 0,"' ,_~ l<Y ~0-':"\ ~ ~~ ~<;:,'\, 1~ ---'o:J.,' \'.? ~ .,...,. ':,-;:,.), V '3'l w --,'b 1-----z . S=\.46% 0+50 1 +00 ~ ~ >-0 .. 0 >-z C, z .. i'3 5 C, C) w i:5 w C) CD CD i:5 "' "' co "' co co "' + + + 0 0 0 0 + ~ -1- 0 N ----------------------------------------------------------------- 1+50 )j -0 (\J el !J ✓ cf VJ 1 2 N 79°04'40 E l-·--·-·-1-· _J :r:N u,--f--w <Cw :::2: :r: 0::: (/) Uw mw 0, (/) LD + ~ . w z :J 3 c--.i f--f--<Cw :::2: w :r: 0::: (/) u ---6<)----l(IJ I::::/ -------.df ______ _ 0, (/) LD ,. // - § --------------------------------+ CONSTRUCTION NOTES 0 REMOVE EXISTING PCC CURB AND GUTTER. ® CONSTRUCT TYPE 'A' PCC CURB AND GUTTIER (6" CF) PER CNB STD-105-L. 0 REMOVE EXISTING PCC SIDEWALK. C) CONSTRUCT 4" THICK PCC SIDEWALK PER CNB STD-180-L. ® REMOVE EXISTING AND CONS"IRUCT PCC CROSS GUTTIER PER CNB STD-185-L ® REMOVE EXISTING DRIVEWAY APPROACH. C) REMOVE EXISTING ENCROACHING IMPROVEMENTS. ® CONSTRUCT PCC RESIDENTIAL DRIVEWAY APPROACH TYPE II PER CNB STD-163-L. (!) CONSTRUCT CURB ACCESS RAMP CASE "E" PER CNB STD-181-L. BOLSA SAWCUT AND REMOVE EXISTING BASE AND PAVEMENT, AND PLACE 6' THICK CRUSHED AGGREGATE BASE. PLACE2 1/2" THICK TYPE III-B2-AR4000 AC BASE COURSE, AND 1 1 /2' THICK TYPE III-C3-4000 AC FINISH COURSE REMOVE EXISTING BUSHES AND TREES. ADJUST EXISTING SSMH FRAME AND COVER TO GRADE. TO BE RELOCATED BY OTHERS. 88 ~ NORTHERLY f-----+~~~ ...,5 (J) <C FL 9 0 ~-=-4~:":'~"'.----------l-------+---------l------i----~ f ~w o< ~~ ~► ----+-----------, 9 4 92 ~'.------l-------190 a ~G ~w ------+------+------+------1---~~--------+-------+-------+------+--------1 zc ;I;< ~ ~ ~~ -+~------+------+------+------+------1---------1--------I--------I------...J-------l NU 88 NORTHERLY FL 86 NORTHERLY FL 84 92 92 SOUTHERLY FL 88r----+----+----+------+----+-----+----f-------+-----+------l-------l w z 2+50 t;i cox ... w +z N~ )j -0 (\J el !J § 3+00 -;, EXIST. GRASS -;, . 0 -;, -;, -;, -;, -;, -;, -r ,ls.14-,------------------===------H"">"',4----------w-------------w-- JOIN EXIST. N 76°23'00' E +·-·-·--·+·- ~ "' 0, + N AVENUE No. 19111 xp. 9-30-97 >-w _J _J <( >-w _J _J <( BM: NB 4-36-74 EL 64.775' 1976 ADJ 3+50 POINTS 4+00 ' ' REF: TR 27, BOLSACLA.DXF, BOLSACL2.DXF DATE BY DESCRIPTION REVISIONS JOIN EXIST. ALLEY APPR. 4+50 5+00 r,,""J ti; ~w ..,. z • 517 ~ JOIN EXIST. C & G N 40°1 o'oo· E -~ --~ ...1£.---~ 0 "' 8 2 • 512 >-3= ?;; 0 z 0 5 C) w CD z w N co 0 + :;: .... ... APPROVED PUBLIC WORKS DIRECTOR R.C.E. NO. 16791 DATE APP'D. DESIGNED SL DRAWNM GRACIA CHECKED DATE LD 26 Jun 1996 JOIN EXIST. • 514 0 N 0 c-xxxx CURB AND GUTTER CONSTRUCTION BOLSA AVENUE CITY OF NEWPORT BEACH R-5691-S PUBLIC WORKS DEPARTMENT SHEET 4 OF 4