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R_5614_S
I 0 er: w ti CD +--l,l___'.Am1S=1__"'AVE':_:·~-+-;;;, z u ~ C I TY OF ca.LEGE §@ COSTA ~ 11 MESA u... 0 0 VICTCR1A 19TH . "' .> a: ST. a: - PROJECT LOCATION VDCDIN!lllf"Y ~IP REDUCED SCALE SYMBOL LEGEND ' --0-POWER POLE -/ 0 MANHOLE 'b' FIRE HYDRANT D METER BOX ----0----VALVE ST. POWER POLE ANCHOR n MONUMENT -x-x-x-FENCE BLOCK WALL 0 TREE (l{J SHRUBBERY .LLL = = = ASPHALT PAVEMENT ::::::\:\:\:;:';,: BRICKIIALK 1.· .---_·. • --I r,QNCRETE 1://///////j 8UILDING ----EXISTING CONSTRUCTION ----PROPERTY LINE ----NEW CONSTRUCT I ON ---t.-,---CENTERLINE ----S----SEWER LINE ----\,/----WATER LINE ---G---GAS LINE -E--POWER LINE -TEL-TELEPHONE LINE -TV--CABLEVISION LINE -SP--SPRINKLER SYSTEM jJ: STREET LIGHT ~ SIGN BAml 1:i ' I 1 •• ,/ ffi CITY / DF · ' IRVINE UNIVERSITY ':::--.. /fiJ. ' -\ \ fl/ U.C. I. EMERGENCY TELEPHONE NUMBERS CALL TOLL FREE 1:B00-422-4133 BEFORE YOU DIG AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (UTILITIES) COUNTY SANITATION DISTRICTS COMCAST CABLEVISION COMMUNITY CABLEVISION . UNDERGROUND SERVICE ALERT NUMBERS 684-0251 895-0221 611 644-8011 962-2411 542-6222. AFTER 6:00 PM 542-8975 720-4040 1-800-422-,-4188 ! PUBLIC WORKS 0 0R7r . ' DEPARTMENT GIE!NIIE~AIL I. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED LitlDER CONTRACT SHALL, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROV.ISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS, BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION," 1991 EDITION AND SUPPLEMENTS TO DATE. ; 2. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 3. SEE W-5187-S FOR WATER MAIN REPLACEMENT PLANS. 4. SEE A-5127-S FOR ALLEY REPLACEMENT PLANS. CO!NISu~UCu~O!NI !NIOulES CD CONSTRUCT MODIFIED PCC CURB AND GUTTER TYPE A, WITH VARIABLE CURB FACE AND 24" GUTTER, PER CNB STD-182-L. . ® CONSTRUCT 4-INCH THICK PCC SIDEWALK. ® REMOVE EXIST. STREET SECTION AND CONSTRUCT l"/J"/4" A.C. ON 4" UNTREATED BASE MATERIAL PER TYPICAL STREET SECTION ON SHEET-NO. I. R[ECONSURUCU~ON CONSTRUCT PCC CURB ACCESS RAMP PER DETAIL '8' HEREON. CONSTRUCT MODIFIED PCC CURB AND GUTTER TYPE A WITH 24" GUTTER PER APPLICABLE PORTIONS OF CNB STD.-182-L. @ CONSTRUCT PCC VARIABLE HEIGHT CURB TO RETAIN C=2915 ' APPROVED: PUBLIC WORKS DIRECTOR R.E. 12806 PACiF/c COAST HIGHWAY r WATERWAY J N.T.S. Ii:. • I I 6" I DATE : 1 2-2 2 -9-z... 5' 10' 4'-6· ! 'L I ADJACENT LANDSCAPING. @ CONSTRUCT 4-INCH THICK DEPRESSED PCC CURB ACCESS RAMP LANDING. NOTE: ADJUST TO GRADE ALL VALVE COVERS, MANHOLES, METER BOXES, ETC. PER CNB STD-111-L (INCIDENTAL ITEM OF WORK), 10' I ~;0 ~ 1 •,L_ l,-4-_:_..,.:_-:4;;-: _7'=fifi 5 ff:-~~==~;:iiif0~0~~~~~~~~~-§-~"~~~~~~~~~~~J~~~~~::::~~:1i]]jp=4;;-·'~---,j~-:-:;- 11 -. lJ .- BENCHMARK NB 2~8-83 EL. 3.365 (M.L.L.W.) 38TH STREET/RIVER AVENUE (1976 DATUM) 7rYPc 5·" .CF -1a • er. S 7r R [E [E 7r SEC7rc NTS t U4'. PER FT< I MAX_. .. 4'.-:-6".·:. · I 0".-.CF. . • ' t'l a: L,_ "' °' :::, u w al a: -a,: > 1/2" CURB FACE ALONG ACCESS RAMP LANDING 6' VARIABLE CURB FACE CUIRIB ACCIESS !RAMP NTS ., 5' 4'-6" 6 "I 2 ~VESSJ ~ R. D fi , , (; No. 191 . 9-30- CIVIL ? CAL R-5814-S SHT. 1 OF 10 18 Dec 1992 ' ' I .I ' l I , ·' . I I I I I s " 0 -· -- 0 0 a a ·~ -- I I I , I I ~ " § s 0 .. . i " " D " ~ " ~ = C ' " m " D ~ g. " " ~ D ~ rn " D < z C - 0 .. -0 ~ s: z (3 ,- 0 " 0 JJ -, 0 ::,1 ~ 15 2 . "' :;; 2. /n n > C " D ::.i ~ > ' n \;: z I 0 r □ n □ ~ n 0 ~ a 7 z C :;;: OJ rn JJ 0 JJ ~ ~ z G} z C 5.. rn m JJ ;;;o l tn \(J/"-!-'-t I V') 0 77 B -< L G) z C -, < ai m JJ ) 0 JJ t < z G) • (i) ® 0 © @ @ REMOVE EXISTING AND CONSTRUCT MODIFIED P.C.C. CURB AND GUTTER TYPE "A", 5' CURB FACE AND 24' GUTTER PER CNB STD.-182-L. REMOVE EXIST. AND CONST. 4' THICK P.C.C. SIDEWALK PER CNB STD-180-L. INSTALL EXISTING SUBDRAIN THRU CURB FACE. REMOVE EXIST. STREET SECTION AND CONSTRUCT 4' A.C. ON 4" UNTREATED BASE MATERIAL PER. TYPICAL STREET SECTION ON SHEET NO. 1. REMOVE EXISTING AND CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH TYPE II PER APPLICABLE PORTIONS OF CNB STD.-163-L. REMOVE EXISTING AND CONSTRUCT P.C.C. DROP INLET PER DETAIL "A" HEREON AND BPPLICABLE PORTIONS OF CNB. STD.-321-L-A. '16' INSTRL)'_ 1z"• DIAMETER, CLASS 2000 A. C.P. DRAIN THRU EXISTING OUTLET , 1/c:) IN BULKHEAD AND MORTAR IN PLACE. ®7 REMOVE EXISTING AND CONSTRUCT CURB ACCESS RAMP CASE 'C" (SEE DRAWING ON SHT. ll PER APPLICABLE PORTIONS OF CNB STD.-181-L-A. @ REMOVE EXISTING TIMBER PICKET RAILING WITH 5-1/2' X 6-1/2" POSTS AND 1-1/2" SQ. PICKETS. I INSTALL 2' DIA. ANODIZED ALUMINUM PIPE RAILING PER DETAIL HEREON. REMOVE EXISTING AND CONSTRUCT MODIFIED P.C.C. CURB AND GUTTER TYPE 'A' WITH VARIABLE HEIGHT CURB FACE, 12' THICK CURB, AND 24' HIDE GUTTER PER APPLICABLE PORTIONS OF CNB STD.-182-L AND DETfUL "C" HEREON. REMOVE EXISTING BULKHEAD COPING AND CONSTRUCT NEW BULKHEAD COPING WITH 2" CHAMFERS. CONSTRUCT CONCRETE MASONRY UNIT HALL (6-INCH HIGH X 6-INCH WIDE CMUl WITH GROUT CAP PER DETAIL 'A" HEREON) .. , . . . Alli ( --I . . -L .... . . . . . C\J -C\J .... 118' 11' I 24' I COPING • CURB GUTTER ID>IEuA ~ IL "'A•• N.T.S. □-PJ @) 1L_® • . I I 3' DIA. X 9' DEEP ;1; EL. 6. 27 : : POCKET WITH POR ROK CH.L.L.H.l I I I I EL.=5.61 ~IECu ~ Oli\ll ••A,. N.T.S. ! 15 - • ,. :¼i_rl>' ,. ~-.., _ 0:,'t-/4--.. ,. ~¼_" <d-~----1-, ,M.-_,_~----t~~----t~--; 7 • 00 -/0~ ~<,•' . ~'.o', ----?<"~~-0.25% ~of'----1;%'?'-----1:Jffi---t-----l 6. 00 7.00 6.00 5.00 ~-w ~w <,.'1i, ~~~-2~~ ·~7 "' . -. S-0.30% ~ . ,J/. ----:;;--• -. -11, t-----1 5. 00 . "" u -"' " "" a! NOFITH NOltTH FLON LINE 1-------+-cs, E~ --1--~---L,.----1------+-----1-·~" ----+-----+-----t-----+-~---+-----t-----+-----+-.c-----+-----+-----+----+-.~-1 ~ a,"' "' FLO'N l l~E (Sl e::: cY) a:::: a~ a t-------t--. -----+--------l-----------.+------+-------+-----+------+-------1-----------+-----t-------t-~----+-----+----l ~ . ~ . ' '<:J ' . ' . ' ~ 7. 00 1------+:;;~----1-/1------t!;]_ -:c,_:%_~ "'~ c.-~ -c.% 6 00 :£ a~~~ ,,_,,,~~~:0)=12·~·~"~==~,,,~~~t?5.,Y~~~Y)~=~~~~'l~.;~'.1;"'"~-~+~.JJ~-~b'~~,~~~oS:·Q,'~==f~Z"§":·"_" ____ r~~~~;-~0~.5~2;%T/~"~=-·==,==~1/C::"'~··"_ :"\:--:::-~-~-~-f~~lc~:v~'~_:::::~~:·-"~_: ... _::_:_:,-_-==-1~%Y~lc~'(.==~:::::t,tfJ;lci'l,.~":"::::::~iff'2\:i~~~"\:~~:;~~*i"~~:0~:::::~I~i~?~":::~;;i~~~~~ 76. 0000 5 _· 00 ~:::::::~-+--G'i+~-t,-~·: ·::~>----=====:-+-! i----+-✓---~--+---s-_0_.3_0_%_-+------+-----+------+-----!1-------+------+-----+------+ - - - - - - - t - - s - - _ 0 _ . _ 2 6 _ % - + - - - - ------+-----_·_-1#1-----; 5 .• OO Wa, CS) CENTERLINE 0 i ~ a __ '---+------1-------1------+---~-1-------+------:£+------+------1-------1------+-----+------+------+-·-----1----1 CIENITIERL IN!E ~ 1'1 "' ~ -7. 00 1------t----+-----t-----+----t-------,f-----.-:--.._ -t-----t------t-<o--;-'¾; .... -, /4,~.~,-"' -+-_ Q)~~ .... ---+----+--: ----+--!<,---1 <-.~ o., : ;~ ~/2) <-.'l,h' • :_4-J. ,Jf'_ -#-%:0 /47 ~~-! ~ W"' )b·'"-* ,,_,?5<d'---. ✓;.,~i' 6. 00 1--------+--,,.,~~~,,...~-.. -'<llb:!1/(/J-+-<,y~-,'f.R,_"\ ___ tr,t~?__-_-_-i,i<,_•' ___ __,%~'(.' :%:' ~---~ S~.SS% l "s. ':)~.~":)) ----1-,,,-,0•·----+/·✓,0•~--_-+/-✓-'?:'----+---l 6 • 00 7.00 5.00 SOUTH IFLO'N LINE "" ~ CS) * @ • '\ SEE DETAIL "A"_J ~;' y-/,t>-' 5=0,32% "s_ /(',•v· -------- (0)+/5(0) .,,, *coNTRACTOR TO VERIFY N.T.S. II1 ~ 5 !ase'i ~ l---t::l--+-------0:,+----+------~ ___ _, HOR I z . 1 "=2 0 , 1--------+------+---1 SOlJ'fH ~5----+------+------1-------+------+-----+----;t, ... -1-~-, ~ ~LO'N LI NE 1i')~ .J 37. 77, CURB RETURN "' VERT . 1 ,, = 2 t -= . 3.12' CURB RETURN , ,' / V EX. PRIVATE , CONCR. BLOCK WALL ~- i,< ~BULKHEAD JOINJ 5' °" "' zo Ha: _J w H :C a:"' "' "' z:5 H OCI g ii +5(0) I I BM: NB 2-8-83 EL. 3.365 (1976) 38TH ST. / RIVER AVE. • ~+/5(0) SCALE: 1"=20' NOTE: ADJUST TO GRADE ALL VALVE COVERS, MANHOLES, METER BOXES, ETC. PER C.N.B. STD.-111-L. (INCIDENTAL ITEM OF WORK.) REF: F.B. 521, PAGE 75; .ATLAS SHT. E-6; CANAL & RIVER SECTION TRACT MAP, SHT. 16 OF 19 C-2915 APPROVED -a a Jt/4 PUBLIC WORKS DIRECTOR R.E. NO. 12806 CIHIAli\llli\lllE IL P !LACIE STREET RECONSTRUCTION STA. 0+00 TO STA. 4+50 CHANNEL PLACE STREET END DRAINAGE DATE / 2.-2..7--"!7- DESCRIPTION APP"D. DESIGNED SL DRAWN MG IC I l'i' OF NEWPORl BERCH ORTE BY R-5614-S 1----'----'---------------''---+.c=HE=c=KE=□-....C.C-to=A=TE~--'-''-I 1------- REVISIONS PUBLIC WORKS DEPARTMENT SHEET 2 OF 1 Q LO 18 Dec 1892 n ,, C ., 0 ~SJ z C ~: m m JJ ?~---· C) ... .... G ) I L C ~: rn m JJ 0 :0 :!'; <'. z GJ .. 6.00 5.00 S'LY Ft. SCALE: N CURB DATA 1 " ~ 90• oo·oo· R=5' L=7 .85' T=5' ! ; = 20' °' ~ ~ X yJ ~ ,;:, ,_. <-;-+------'--1 6 00 -,~. . -- - - s 5=0.26¼ ~6 ~ t 5.00 "' a, ~ ~ ----+------1 N. LY IE. ~ ~ i!ii + "'---+------j ~ RIVO I ALTO CURB DATA 6.00 5.00 S'LY I[_ e,. = 90• oo·oo· R=5' L=7.85' T=5' 0 0 lD -sj" SEE SHT. 8 FOR PROFILE OF S.D. LINES 2 & 3 EM: NB 2-8-83 EL. 3.365 (1976) 38TH ST. / RIVER AVE. 6.00>---------,~---~:%_, <:,-t~~,---t------t------+------+-------l6.00 g,~· ~- 5. 00 ~---l-~~-==--~-:-::~--~~-~-~----1---i-----l--~ 5. 00 °' ,. ' W'LY a u -\.J'LY 1-----H--~---+---~ I[ ~ ~ a IE. 1-----~ ___ i!ii __ --+----~~-+----_----t--~---+-------+------1 z .,,. w : ~-~ E -----I ,:V<t,' ,_y;::, ~# %,:-" <:,~<!,<:,'<>' --+--+~">,,_,3/~----+------+-----+------1 s: 0· V 6.00 6:00 5.00 ,2" GAS ~ -+~------,-'--""~,'1--~-ll-~-~-----'''--sc---+-----t------+-----• ---l ft \ ~i!ii ~-;-© ',\ 5.00 4 • 00 L 1--=1~~:~~=t=====~\~~db:::::::\.b.~ -,... -t-1-~ *1 ~ .... -= -,---_ -S_-~ -~ -"" --<J~\s=======r=~-~"'----t-----1 4 • 00 ' ) ~ \ ~~ ~ 3.00 -......___ \ -. +;t -f--------i 3.00 v S=-0.e12s -~'--~ --.........i... \ ~ 9 - 2.00 1 . 00 2. 00 1---~~=t,~t[i:: 1:P;,R~O~P.~;;;:;:t====::;;:j\~·"'-"" ~"'-----1r--..--=...__--....:....._""\"°•--'t0 \_-t~--'rl:---+------1 i/ii --~-+~ __ 8'_AC_P_-+--7<;:v/ ~ ....._,-..c--+----~ ~'_,-"---c-f'-._.,.._::,..._.!,-c.n--t-------1 1 . 00 1----a: " ....._,_ • " _:,., >-I\ CONST. 58 LF ---K-e. ti<--11 I ,___: I'{ 18' DIR. STORM DRAIN ~ ": i/ii . [ ~1 l l I: ~h <._'vf-------1 \ a:: = "' a: --~ :-., • en \_EX. 8" VCP ~ a: 1 tii EXIST. / I , 6 00 in >-BULKHEAD__,,., , . 1------+---i --+--<. '?<l>,Fo' ! Acn ~ ----l-----+----1-">-.. _ _.._-+------l 6. 00 = ., " = u, CONST. 63.50 LF --_ ~::j:::1:::::">·~~~_C=~~~~~C=1.L__J~~=--J ~ ~-_ _ en 18' DIR. STORM DRAIN 5 00 5 . 00 1-------l--<:,• b.'<>1 ,_ :ii¼ · E'LY IE. 0 • -0·""1 S. ID). L O IN![E 71 E'LY I[ 0 ® 0 ® ® ® @ @ @ @ ® @ 0+50 1+00 1+5~ STRIEIET i CCOIN!S 7r!RIUKC7r O OIN! IN!07r!ES REMOVE EXISTING AND CONSTRUCT P.C.C. CURB AND GUTTER TYPE 'A', WITH 5' CURB FACE AND 24" GUTTER PER CNB STD.-182-L. REMOVE EXISTING AND CONSTRUCT 4" THICK P.C.C. SIDErlRLK PER CNB STD-180-L. CONSTRUCT P.C.C. CROSS GUTTER PER APPLICABLE PORTIONS OF CNB STD.-185-L. REMOVE EXISTING STREET SECTION AND CONSTRUCT 4' R.C. ON 4" UNTREATED BASE MATERIAL PER TYPICAL STREET SECTION ON SHEET NO. I. REMOVE EXISTING AND CONSTRUCT CURB INLET PER CNB. STD.-305-L, L=5' CONSTRUCT P.C.C. PIPE ANCHORS PER DETAIL "A', SHEET NO. 8. REMOVE EXISTING AND CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH TYPE II, PER APPLICABLE PORTIONS OF CNB STD.-163-L. CONSTRUCT 18" DIAMETER STORM DRAIN. REMOVE EXISTING AND CONSTRUCT CURB.ACCESS RAMP PER DETAIL 'B' ON SHEET NO. 1. REMOVE EXISTING AND CONSTRUCT CURB ACCESS RAMP CASE "C' (SEE DRAWING ON SHEET ll PER APPLICABLE PORTIONS OF CNB STD.-181-L-R. INSTALL 18' DIAMETER R.C.P. STORM DRAIN (3750-Dl INSTALL 18' DIAMETER STORM DRAIN THRU BULKHEAD AND MORTAR IN PLACE. j ®7 CONSTRUCT P.C.C. JUNCTION STRUCTURE NO. 1 PER APPLICABLE PORTIONS OF CNB STD.-310-L. NOTE: ADJUST TO GRADE ALL VALVE COVERS, MANHOLES, METER BOXES, ETC. PER C.N.B, STD.-111-L. (INCIDENTAL ITEM OF WORK.) REF: F.B. 521, PAGE 75; ATLAS SHT. E-6; SEWER RTLRS.SHT. E-6 C-2915 DATE BY DESCRIPTION APPROVED a.au PUBLIC WORKS DIRECTOR R.E. NO. 12606 DAff / '2. -'2.. 7..-f?--z._., CIHAINJIN!IEL IPLACIE STREET RECONSTRUCTION • STA. 4+50.00 TO STA. 8+88.70 R-5614-S APP'D. DESIGNED SL DRA~N MG IC I T1f OF NEWPOIRT IBllEAICH 1--~--'-~--~------~-~--1-cccH=E=cK=E~D -~+=□=AT=E-----1 1-------R E V I S I O N S . L□ 16 Dec 1992 PUBLIC WORKS· DEPARTMENT -SHEET 8 OF 1 Q I I I , 0 .,. -C, L C 5 co rn JJ 0 :0 B < L G'J -. L C -~~ co f1l :0 0 JJ ~ L G) 6.00 5.00 N'LY Fl 6.00 5.00 q_ 6.00 - (.J m !_ ---__ ./_ -L - S 0. 26% S 0. 41% S --0.27% -o ~:""\ •• ~-... ;,L...,,;fe==..,.,.-i~----f-.§..::.2.0 ~- 2 ~ 6¼:-..·t====='1=::::::::::::::::::1:::==::::::::-==-:::::,~-:::::::-='.?c-:-c~l~~~0 1,;-~ 47~%1L_ ____ 1~~r~;f======~l===~~, Y2~:::;~f~~~~i~~~~:¥~~~~tj~,,,~-,,,!!'>~~~j~"'!·:~~: "' --- - - - ------+' ,,,. -----+-~-~ --~ ----t--% ---1; -\._: tr," <£> J\: (.J ,_,":>,,, ~~ i1 ------------------,.~---ti ~- -m f-----+-------+-------+------f-------+------+-------+-------+------f------l!' -----+----- - -_ ---i/ --------1 CD c.c ------- ~ c.c ½,.· r,.... (S) ~ - ... --------t------+-------+-------+------+----------tl---------1-------+-------+------+----jN <>'. ---+------+---------1 ~ ... 0 c.ow .... coz ~ ~~ C'lt-+- + ....... =:, ~~ NO _ a, ----+------t---------t----,---------+------+--------+------t-------+-------+------+--t ::: u--1-----+------f-------+------+-------+--~ '----+-------+-------! (.J --0.46% ~ ~ -,,,'% 1--~ f fJ 1 I ~~---+fa~------------t-------+------+-------+------+--------t--------+------+-------t------1 ~~-~ ,,,. ~-,_ <o1/ ~ ----1 ~ ·>7 ,,,. 0' --/ ~ ~-(;;-~---1 ,,,~ --.---1 ,,,. -0.26% '--' 6.00 6.00 5.00 q_ 5 . 00 ~ : ~ ~ --t-P_R_O_F_I_L_E ...... _S_C_A_L_E-+-----"'.---I--------+------+------+------+------. r::+---D:: ~--+--~-+------++-------+--I § -----------------==_,,,..,.._-,-_ -__ -_-_-_ ~ ..._ c.ol!J ,<] u, 6.00 5.00 S'LY fl S' Ly fl ,_ o 1------+---:; _ __,HORI Z . 1 "=20 ' ~ cJ<. ---+-----t-1---------11--1 "' ---+------t--------11------+-----+---..- ~ -~ 36.81' CURB RETURN :!: 'f z I . , "' VERT. 1 "= 2 ' -N □ ~-t-4----3.43'1 CURB RETURN ~, 8+50 ®+0(0) ®+50 11 O+«:llO "ii 0+50 1111 +00 1111 +50 I ' INl07rlES REMOVE EXISTING AND CONSTRUCT P.C.C. CURB AND GUTTER TYPE "A", WITH 5" CURB FACE AND 24' GUTTER PER CNB STD.-182-L. REMOVE EXISTING AND CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CNB STD-180-L. INSTALL EXISTING SUBDRAIN THRU CURB FACE. CONSTRUCT P.C.C. CROSS GUTTER PER APPLICABLE PORTIONS OF CNB STD.-185-L. REMOVE EXISTING STREET SECTION AND CONSTRUCT 4" A.C. ON 4" UNTREATED BASE MATERIAL PER TYPICAL STREET SECTION ON SHEET•NO. I . REMOVE EXISTING AND CONSTRUCT CURB INLET PER CNB STD.-305-L, L=5'. REMOVE EXISTING AND CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH TYPE II PER APPLICABLE PORTIONS OF CNB STD.-163-L. ! / ~EX. 6" CURB DRAIN CH AN N [E [L 412+00 CURB DATA 1'=90" 00'00" R= 5' L=?.85' T= 5' ! 2 I 112+50 I .. @ _INSTALL EXISTING STORM DRAIN THRU CURB. REF: F.B. 521, PAGE 75; ATLAS SHT. E-6; SEWER ATLAS SHT. E-6 @ INSTALL 18" R.C.P. STORM DRAIN. @ REMOVE EXISTING AND CONSTRUCT CURB ACCESS RAMP CASE "C' (SEE DRAWING ON • SHEET ll PER APPLICABLE PORTIONS OF CNB STD.-181-L-A. BM: NB 2-8-83 EL. 3.365 (1976) 38TH ST. / RIVER AVE. APPROVED aa,u PUBLIC WORKS DIRECTOR RE_ NO_ 12806 DATE /2.• 2:2-9'L. ""' IS) IS) I 00 N SCALE: 1" = 20' NOTE: -• ADJUST TO GRADE ALL VALVE COVERS, MANHOLES, METER BOXES, ETC. PER C.N.B. STD.-111-L. (INCIDENTAL ITEM OF WORK.) CIHIAINIINI IE IL [P IL ACIE STREET RECONSTRUCTION STA. 9+10.47 TO STA. 12+64.00 APP □. DESIGNED sL DRAWN MG c I r'f or NIEWPORT BIERICH R-5614-s >--~-~------------~--1---------l----"-'-1 DATE BY DESCRIPTION R E V I S I O N S CHECKED LO DATf 8 Dec 1992 PUBL IC WORKS DEPARTMENT SHEET 4 OF 1 Q I I 1 I I I I ~ I fl 0 "' :t ... ... 0 z C s:: [!J rn JJ 0 :0 }_;! < z G) z C $. OJ rn JJ ) 0 :0 ~ z (i") , 7.00 ~ Ji ~ ~ ,§ ~~ <, <o 6.00 "--- ~=---0-. 2-5¾-I. --~!!>-. o,-:'1---1 7. 00 6.00 . ~'! .. . ' ------,(_ ___ / --------- °' 5--0.29% 5.00 td "" . . . "" "" EAST FLO'N LINE + .. "" . . . '.o:iS -~'<>~ ~I ; <olp~ /"?>·i;' 7&'P __ _,_;,%'.'v ~ ?> --+-0" --+-~ f::'.:".::".:::-~:::::r-~=-=c'.:::'.::-~-~~-==t====-~--1~-~;-~0 ~-~~0~"1L----r~===1f:::::::J~lJ~:z~~s-~~ 1------+-------11------+-------t------t------+-----t----<--~ !B ~ in r-5;_;,.>0 4-"~' rn °' -<SJ <".1 v '-CSJ w+. +1 + t-Ncn N 7.00 6.00 5.00 :J!f' s-0.2sx ~· / ------------~;z--+-----__ .L -+--------+-------+-------+------, #-#:._,,, . 1> <o. i.<o .... ,._<;,--.. -----~----- STIAEET CENTER!. I NE 1-----1--------,1-------1--------t-----+------+-----+------i"' !B ~ ;t §-+--- • I :;; X + f------+-------lf-------+--------f------t------+-----t------f-N~---f-----+--.,------f------t------+-----+------+-----t------+----- ~ ~ • y! <>tf --__ ·_,_r--:~ -- 01 V-= s 0.25% 7.00 6.00 5.00 STIAEET CENTERLINE 7.00 6.00 7.00 6.00 5.00 "' S= 0. 33% "' • "' , s-<,· q,'-?, 5 00 't;j ----+------j,------+-~----t------t------j------t---<._'VL r ">"0 --j------+-------t-----j---<,•0?;,·-,.-----"------1------1------' "' ~ ~ °' 3 S:,,. "( PROF I LE SCALE (i) ® ® I/VEST f'LO'N L I NE I REMOVE EXISTING AND CONSTRUCT P.C.C. CURB AND GUTTER TYPE 'A', WITH 5' CURB FACE AND 24' GUTTER PER CNB STD.-182-L. .. REMOVE EXISTING AND CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CNB STD-180-L. REMOVE EXISTING STREET SECTION AND CONSTRUCT 4" A.C. ON 4' UNTREATED BASE MATERIAL PER TYPICAL STREET SECTION ON SHEET NO. 1. '10" REMOVE EXISTING AND CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH TYPE II, PER V3/ APPLICABLE PORTIONS OF CNB STD.-163-L. ®3 REMOVE EXISTING AND CONSTRUCT CURB ACCESS RAMP PER DETAIL 'B' ON SHEET NO. 1. CNB STD.-181-L-A. 0+5(0) . c:: 0 m il+OO ii +51J] I <,· <, u L,J • ':, 0· ~ ..,. ._ ~·f----t-++-~l----+------t------+-------1------1 HOR I z . + 6' 6' N 7. 85' CURB RETURN~·---L'_ 7. 85' CURB RETURN VERT • 2+51J] I I /AV[E[N](U[E .. .. 1"=20' 1"= 2' .. I REF: F.B. 521, PAGE 67; ATLAS SHT. E-6; SEHER ATLAS SHT. E-6; HATER ATLAS SHT. E-6 BM: NB 2-8-83 EL. 3.365 ( 1976) 38TH ST. / RIVER AVE. APPROVED. a. a. #v-4 PUBLIC WORKS DIRECTOR R.E. NO. 12806 DATE /2 -'2.. "2..-'1-z..._. 1/t'.EST FLO'N L I NE I NOTE: ADJUST TO GRADE .ALL VALVE COVERS, MANHOLES, METER BOXES, ETC. PER C.N.B. STD.-111-L. (INCIDENTAL ITEM OF WORK.) MARCUS A VIE INllUJIE STREET RECONSTRUCTION STA. 0+77.61 TO STA. 4+25.00 . ' APP D. DESIGNED SL DRAWN H.G. CI TY OF INEWPOf!T BIERCH R-5614-S ~--'---'-----R-EV-1-SI-ON-S-----~---i. c;cCHecE""CK;,=E"D --i;□;;;,AT"'E-~~-1 PUBLIC WORKS DEPARTMENT SHEET 5 OF 1 Q DATE BY DESCRIPTION LO 18 Dec 1992 I I I . I I ·. I s § s u ~ z I 0 r 0 a 0 m 0 0 a ~ 0 ~ rn 0 ' " 0 < ~ z 0 C 7 0 .... z C s: co rn JJ /0 I {n \0---.._ 1-i:: I (fl 0 :0 ~ z GJ 6.00 5.00 4.00 EAST FLO'N LINIE ~ S=-0.367. ..,. N . ..,. ..,. '-------f-M+ ~-----+-------/-------J---------1---------\-------+------+-------6' 6' ..,. ..,. ~....j.---l 1i..::..-1--...-J sr lO + 7. 85' CURB RETURN~ -\_'_ 7. 85' CURB RETURN • 1-------cc,-c--------+------------i------------+------+------+------l------------+------+---<0 "' u w M . sr 6' "' + 6' lO ' '----1-7.85' CURB RETURN 6.00 5.00 4.00 EAST FLO'N LINE . , s.oo L----t·!:::==:::::-§:·.::.::._---,-,_,. -,._<o· s --/;,;; ;j;:i C$li ,,.t>-• z# ~~r,:, _...., _ _, <i,/ -0.s2:: • • _ ,,.,,, • .-,,.,·.,:"'':'cf,>' -~~-~ ,.·i' ... ..,. • .-....~ ~ ½j _J -'-._ \..t:,,._• ;(ti...~ '-'-t{b 5.00 I-----+----;;''--'-~ "' ·.::.~;::: _.J __ --/;---~-_ __, 5.00 ~ !ls Ln lO Y.(_<;,<:/,' ~ i '\. 6.00 4 00 • I"-.. C.O ~ \..l>r.. • rr, H ■ M -, 1--------l------C") -OJ_ +-+-------f------+-----+------1--------------+------+-------< ----1 -..,. ,!-+------+-------+------' ,,-~----1 4 00 • :;: + lO s,- S>" uJ '-v . STREET CENTERLINE 'Q'~ . ,.., • '"3- 6.00 ~ . . ' <:, ;11 <o'o~'\"'"' 5.00 I:<:, • "' • l'o" u ,,, -o; i:cl ~-"": ..,. 4.00 M + sr 7. 85' CURB RETURN _:] ..,. + '°+ "' --. """' «r ~ + ~~'v ff ;fl * ------- - --/. ---. ---- ~~ ..,. '.) -~ / . .w <o/,, jj ~~ -7 --_-_--~~~-p"'"'----1 "':-...., --.--1'1--:::::· -. - lO M lO b,.. ,> "' ST~EIET CiENTERl I NIE ~1------+------+------+----~· -~----~ lO I'- +--------, 6. 00 "' t--+-------l-----..J..-----+------+-------+------1-------+---~ ' PROFILE SCALE M \",'EST FLO'N l I NIE \. 7 . 85' CURB RETURN J;+ l-----+-----1----------l HOR I Z . 1 "=20 ' '° Sc ; REMOVE EXISTING AND CONSTRUCT P.C.C. CURB AND GUTTER TYPE 'A', WITH 5' CURB FACE AND 24" GUTTER PER CNB STD.-182-L. CURB DRTA 1>=90' 00 '00" R=5' L=7 .85' T=S' CURB DATA 1>=90' 00'00' R=S' L=7.85' T=S' REMOVE EXISTING AND CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CNB STD-180-L. CONSTRUCT PCC CROSS GUTTER PER APPLICABLE PORTIONS OF CNB STD-185-L. REMOVE EXISTING STREET SECTION AND CONSTRUCT 4" A.C. ON 4" UNTREATED BASE MATERIAL PER TYPICAL STREET SECTION ON SHEET NO. I. '10" REMOVE EXISTING AND CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH TYPE II, PER ~ APPLICABLE PORTIONS OF CNB STD.-163-L. '1J' REMOVE EXISTING AND CONSTRUCT CURB ACCESS RAMP PER DETAIL '8" ON SHEET NO. I. el CNB STD.-181-L-A. 39TH STREET VERT . 1 "= 2 ' .·. -... .. ----- (Si+(O)(O) .. 7 .85' CURB RETURN_/ '1+(0)(0) ·' BM: NB 2-8-83 EL. 3.365 (1976) 38TH ST./ RIVER AVE. CURB DATA A=90' 00'00' R=S' L=7 .85'. T=S' EX. 12' PVC STORM DRAIN S+(O)(O) I I I ; ··'-----(0,67 FU REF: F.B. 521, PAGE 67; ATLAS SHT. E-5; SEWER ATLAS SHT. E-6; WATER ATL~S SHT. E-6 APPROVED PUBLIC WORKS DIRECTOR R.E. NO. 12806 □ATE I z _ 7...-,_ _..., "'L..- NOTE: ADJUST TO GRADE .ALL VALVE COVERS, MANHOLES, METER BOXES, ETC. PER C.N.B. STD.-111-L. (INCIDENTAL ITEM OF WORK.) IM!AlRiCUS AVIEINHUJIE STREET RECONSTRUCTION STA. 4+25.00 TO THE RIALTO ~□-AT_E_L._BY__, ____ □E_s_cR_1P_T_10N _____ LA_PP_□_.~o-Es_18_N_rn_~sL:...J-DR_Aw_N_~M~ . .:..:..iG. (ITV ~F ~E~P~RT BERCH R-5614-S REVISIONS CHECKED LO DATf 8 Dec 1992 PUBL IC WORKS DEPARTMENT SHEET 6 OF 1 Q I I I I ~ " m D !:' " D C 0 " s ~ z .. r z C 5. [D m :0 -n)------. ,; ~ -a / .,, ,; z I 0 r 0 n 0 "' .,, 0 ~ 0 0 :0 ~ '> ..... z G) z C [i] n·1 J) \ ) j 0 :0 ~· < < z G) 6.00 . ~-5.00 '-¼1 -N + ;ti -5=0.25¾ ~ eoY ~, ~~-*<o' # ~ <,~ <,~ <,~ ----~ ; ----+---eo_-'_~ ~,-+-----+------+--s_=_0_._2s_%--+-------+---------+-/------:_'-'~-+--+------1-----+------, 6. 00 i:;:-+ ----+-----+------+-------i 5. 00 O'> v ; ; "' u "' "" . 4.00 NOIRTH FLON LINE -- ~'< f-----j--/--~--f-----t---,---+-----t---~---+-----jf----,---/-----j-----:.:---f------t---,--+-----+---::-_ --t------+----,-f------/----:-_--j-----t--<El----t----+----_ --+------I 4. 00 1------1------1-------,1-------,---:: --+-----+-----+-----+---'' -+-----+-----+-----+----'-" -+-----+-----1--------,1------'-' --,-----,-----+-----+---"'--+----+-------1 NORTH FLO'N LI NIE • (D + U1 . ~ # . ;ti_ ,1J.j *' ~-. ' / ----------" , %'if}>' ~-~-. ~ S= 0.25% ' " ------- s-0.48¾ -----------? -1-------1-----+------+-------jt-------t------+-----1-------1-------+-------1 5. 00 1-----+-+----+----+------+-----+-----+------+----+-----+-------,----+-----+----t------+-----+----+------+------+-----+------+----+-----+-------,4_00 5.00 4.00 STREET CENTERLINE /-------1-------+-----+------1-------+-----+------+------t-----+------+------j-----+------+-----t-------1-~----+-----t-------t-------+--+----+------+-------1------+ ST. CENTERLINE " ~ ~ #°' ~- /--/ / ---' S -0.25¾ -/ 6 00 .-------+-~ o}' <,..'!><o£-_, ___ ._~--• ,u, '"'!>--. -----~' A~~--=c A~'=-.;fl/~ ,.'!>~ 5 00 _;:(t>.·y 5=0.25% /~:-= ., a, 7 ~ "' • i:;:--5,,! ~ 5=0.48¾ 5.00 Y;;; s 0.25% "' i ; /-----~~-----+---~--+------t-------t------+-----1-------1-------+-----1-------t-------+-----+------+-------+-----+------1-------t-----+------+-------tt------~ 4.00 ----14_00 SOUTH FLOWLINE1-------+-----+------+-----+-----+------+1-------+----+-----+-----+-----+-----+-----+-----+-----+-----+-----1-------+-----+------+-----+-----+------J il+(Q)(Q) : I _____ ) ~: ~I u.i I 8 -----~l ~ J : I ; "" "' CD 0 © ® 2+50 l COINIS7r[R{lUC7r ~ OINI INI07r!ES REMOVE EXISTING AND CONSTRUCT P.C.C. CURB AND GUTTER TYPE "A", HITH 5" CURB FACE AND 24' GUTTER PER CNB STD.-182-L. REMOVE·EXISTING AND CONSTRUCT 4" THICK P.C.C. SIDEHALK PER CNB STD-180-L. CONSTRUCT pcc'cROSS GUTTER PER APPLICABLE PORTIONS OF CNB STD-185-L. REMOVE EXISTING STREET SECTION AND CONSTRUCT 4' A.C. ON 4' UNTREATED BASE MATERIAL PER TYPICAL STREET SECTION ON SHEET NO. I. @ REMOVE EXISTING AND CONSTRUCT RESIDENTIAL DRIVEHAY APPROACH TYPE II, PER APPLICABL[ PORTIONS OF CNB STD.-163-L. i / NOTE: SEE H-5187-5 FOR WATER MAIN REPLACEMENT PLANS (j/j N •• 0 "' // BM: NB 2-8-83 EL. 3.365 (1976) 38TH ST. I RIVER AVE. 5+5(QJ I I'-... CD CD +""" lJ) j REF: F.B, 521, PAGE 73; ATLAS SHT. E-6; SEWER ATLAS SHT. E-6; HATER ATLAS SHT. E-6 PUBLIC WORKS DIRECTOR R.E. ND. 12806 DATE / 2 _7...-,__"/"'L- SOUTH lrLO'J\I L I NE NOTE: ADJUST TO GRADE ALL VALVE .,COVERS, MANHOLES, METER BOXES, ETC. PER C.N.B. STD.-111-L. (INCIDENTAL ITEM OF WORK.) / C-2915 3~7rlHI S7r[R{IEIE7r STREET RECONSTRUCTION STA. 1+21 .00 TO STA. 6+50.00 DATE BY DESCRIPTION APP □. □ESIGNED sL □~AWN MG c i rv or NIEl<lPORr BIEi:JCH R-5614-s 1--~-~-----------~~-r.c=HE=c=KE=□---+□=A=TE~---1 REVISIONS LO 10·Dec1992 PUBL I C WORKS DEPARTMENT SHEET 7 OF 1 Q ' ·1 I I , I " 8 ~ m " m ' z C ~ < z .m n > C ~ 0 ~ z > n E 2.J C:J ) z C $: DJ m :0 0 :0 ~ z GJ >~---' 'D ~ :,: 0 ~ 0 n 0 ~ 'D 0 ~ a 7 70 I '\ln \ (°,Jj"' !- ...t:, I ~ \ J 0 :0 ~ <'. z GJ INOIRTH FLON lllNIE STREET CENTERLINE 7.00 *' --s-0.40¾ 6.00 - <ff>,' ---+p <o· ,<o' .' ~----- S -0. 27¾ ~ --5. 00 l-----+-+----+------+-----+-----l-----1-----+----+------+-----+-----+~tn>-""---+-----+--+------i 5; 00 a, u ,½ Cl 7 .85' CURB RCTURN-n 11. 18 .. . . / I&' ~ f-------+------t------+------+-----+---,----f---,.-..,,~-+-----+----,---t------j------,------1i------i . , ~0¾ - ~ - # / --I/ -xfo ------------ . 7. oo :====~;;~~~-: #~;~-:,:: __ -_:~~~:;.-~ ... ;.;;~::::_=0~. 4_~4¾;;;·-r)Jf_:::._~-~::::-:::::-==-1-=;t!_=~=-==-=-1-;:1#=~~".:'--:::::::=f~=:::==~;0.;3:::3-¾:-. 1-~~~<:,=~=<o•.-_-_-_-,~ ~~-..... :::;.;;·~%:½~,~--=ii,:~.",-"-,,-_ -i+-~~~"~-0>:.;: ,.::~~;~:~~;"~-G:J;_<o~..,,:-=_« __ <:,'o~,---~ 7·_ oo SOUTH FLOW LINE 6.00 I ~ ----s= 0_27¾ -----------/ <:>_;,:-io., ----j 6.00 SOUTH l 5 . 00 ·3". -+-----+----+-----+--~-+----+----+-P-R_O_F_I_L_._E_S_C_A__,,L,-E-+----+-----il ~>-~--+---+-----, 5 . 00 .. ' ___ / --- I I I I I I I ' l I I tn 1-----+-----+-----t-----+------+----+-------l HOR I Z . 1 "=20 ' ~ -+--+------, l I . "' . 'i' . .,,. 11❖5(0) I (Y\ y ..---ROUND OFF TOP OF PIPE ANCHOR lc»IETA D IL "A" IP I !PIE AINICHOR NOT TO SCALE VERT. 1 "= 2 ' 3~7rll=ll S7r!R[E[E7r SrECT!OINI y NOT TO SCALE NOTE: 18" ACP JOINT SHALL BE CENTERED IN THE PIPE ANCHOR 3+5(0) .. '--7.8~' CURB RETURN I CURB DATA L,.=90' 00'00" R=5' L=7.85' T=5' CURB DATA L>.=90' 00'00' R=5' L=7.8S' T=5' BM: NB 2-8-83 EL. 3.365 (1976) 38TH ST. / RIVER AVE. , >--,P~£:~ --+-F:.NISHED -+------+----1 , • SURFACE -,_ ~ .... -~ \ ~- 6. 00 l====#--;;j;;;;;;;;~\---M\:--~/r--t------1 7.00 . 'l,'t) (,• 1------+-------<o·~· --1 FINISHED .,,\ , ,., "}. SURFACE --s- • ' I 6.00 5. 00 1-------+-+-----+---+-t---t------i 5.00 4.00 ' 8.00 4.00 i----tt---==;;j;:::::::t-t-1--'--1 8. 00 1-------+--+---s---+---t---+-----1 2. oo t------:~ ~~-0: e0~01> '<Y-=...,=-----+----1 CS) "<< 1/ :t 1 . 00 1-----. a: --t-----1 S=-0.0064 2.00 1 .00 .. ~ ln 1-----"' i::,-----~~-----t----i::, "' -----t UJ 'CONST. 33 LF 18' ' Ul PROF J LE SCALE tn1CONST. 31 LF 10· ' en , DIA. STORM DRAIN . ,, DIA. STORM DRAIN 1-----+-==:c.....::..:..c:.;_;_c_::c..:,=----; HORI Z . 1 "=20 ' VERT . 1 "= 2 ' 71 + (DJ (DJ IL ~ INJIE 2 SEE SHEET 3 FOR PLAN VIEW I I COINJST~UCT~OINJ INJOTIES REMOVE EXISTING AND CONSTRUCT P.C.C. CURB AND GUTTER TYPE "A", WITH 5" CURB FACE AND 24" GUTTER PER CNB STD.~182-1... REMOVE EXISTING AND CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CNB STD-180-1... REMOVE EXISTING STREET SECTION AND CONSTRUCT 4° A.C. ON 4" UNTREATED BASE MATERIAL PER TYPICAL STREET SECTION ON SHEET NO. I. REMOVE EXISTING AND CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH TYPE II, PER APPLICABLE PORTIONS OF CNB STD.-163-L. SEE SHEET 3 FOR PLAN VIEW '13' REMOVE EXISTING AND CONSTRUCT CURB ACCESS RAMP PER DETAIL "B' ON SHEET NO. 1. ~ CNB STD.-181-L-A. .. NOTE: ADJUST TO GRADE ALL VALVE"COVERS, MANHOLES, METER BOXES, ETC. PER C.N.B. STD.-111-L. (INCIDENTAL ITEM OF WORK.) REF: F.8. 521, PAGE 72; ATLAS SHT. E-6; SEWER ATLAS SHT·. E-6; f:ATER ATLAS SHT. E-6 .C-2915 DATE BY DESCRIPTION APPROVED eJ_ra)!L. PUBLIC WORKS DIRECTOR R.E. NO. 12806 DATE / '2. -'1... ~ -9-z.... APP'D. DESIGNED 3~TIHI STREET RECONSTRUCTION FROM MARCUS AVENUE TO END N/0 CHANNEL R-5614-S SL DRAWN • MG IC I TV OF NE!,,!POR:7r BlERICH 1--.J....__.J...._ ___________ ..,__-+,;=;;c;c;--.C.C...."""',,------'-'7 1-------ll CHECKED DATE PUBL I C WORKS DEPARTMENT SHEET 8 OF. 1 0 R E V I S I O N S LD 18 Dec 1892 , < 0 rn , a ii: 0 " u. > rn 0 I ' I I I I I § 8 a 0 n 0 m " a ~ C kf ;; 0 rn ,. 0 0 ch " u. " ,. 0 I 0 8 rn 0 ~ ~ m f.l 0 0 ~ -~ ~ < z .m n ,. C rn 0 ~ z 5> ?: z X D r 0 n 0 0 ~ D 5 =' D . .,. -. ~ , .m n " 8 ;) ~ n ,. C rn 0 ~ Q ... o' z C ~ [D rn JJ .. ·~ D :o -~ .I_;;.. ~. <_ "";'/ Q z C =2·· _, en ril :n ·~--··- 0 JJ :s, < L. G1 >L------" ) .,, \; z 0: 0 D r D :0 D ~ D "' u < D ~ '< z § (j) i I . ' . ,, 5.00 [{j::: ✓-~ 6. 00 l------+-----+------+-_,,.,·1[2~..., __ _,;t~3i l------L--1---L±-:::=::=---t:i-==----l---<SJ <SJ "' :1, ------ <SJ l'---t-------+-----+-------+--CD ----+------+-------I <SJ "' +u N"' . NORTH FLO'J\f L I NE :, Ln 1-------+-------+-----+"'1----+-it, m ~ ~----+--------+---~~--1-------+------+-----+---~--+------1 . . . ' 6.00 5.00 4.00 '( "--S-.~ "vs ... ,---J ,-----ll) . . gg <SJ • <SJ cn----+----~--+------1-------+------+-----+------+-------t ~ N + , ~ s.oo r~==~-::i:-=-==.=::,::::::==--11-1~ --f-----1--1--------+-----+-----+-----+-------+-------f------/ :: , 6,00 5.00 NORTH FLOJ\I LINE 6.00 5.00 STREET CENTERLINE 6.00 7,'o , W1,,, 6.00 v ✓-.._., --./ 5.00 5.00 s~-1.1,:-: "'-I -. N + . ,,. . -+ -t , . . . . ' -Ln 1-------+-----:'1:--1------1 ' 2. 00 f--+'-'-11-_~_,c-<-'--+-----+-------+---+------+----+------+------+----,j----~-_9>_:\ _ __, ___ 'o~--:\--+-----+------1 STREET CENTER_~'-~~ ---fili1_-.....,,=b~S~=0~.4=1¾:::. ±==,!J-~~~-:2;/· !=-~-----+-X<->;-fo;u ' ~ 1~0 11-_ +-------+--~"_;~---If-----f-r ,.., '{6',., .Jf-, ~ -,<t> , <:,· ..... / - S= 0.25¾ ~--$ 6.00 ':l ','o 6.00 / . 6.00 ~. . p . s. oo I~ ~ .,, r.~~<° .J.. S . [l) • ll.. U NIE 4 .,, ·<!J ;,;, = "' ~ 4.00 t-----t----t------t------tt-,;t,1-~---t--1 OOl!'ii'H FLOJ\I LINE CONST. 66.87 LF 18" STORM DRAIN ; ,,-., ~ ~ <SJ <SJ r:c:i "" . "' E--< . II Ln ~ -~ I "" -w 0 E--< ...:I < 0 > 9 .... ~ & r:c:i ::c: E--< .. IS) IS) . en I'-+ <SJ <SJ IS) . -~ - -0-1-\0J()) S=!il.40¾ PROFILE SCALE -1------+-------1 HOR I Z . 1 "=20 ' VERT . 1 "= 2 ' -0-1-50 i S7rREE7r .. "' u "" I \ BM: --s~-1.17:r ' / 1.':l • 5.00 5.00 -5.00 N + - SOUTH FLO'N LI NE !I "---EX. 6" CONC. PVMT. 0 -0-1-(Q)(Q) -0 -1-5()) ' CO!NlS7r~UC7r a O!Nl !Nl07rlES REMOVE EXISTING AND CONSTRUCT P.C.C. CURB AND GUTTER TYPE 'A', WITH 5' CURB FACE AND 24" GUTTER PER CNB STD.-182-L. REMOVE EXISTING AND CONSTRUCT 4' THICK P.C.C. SIDEWALK PER CNB STD-180-L . CONSTRUCT P.C.C. CROSS GUTTER PER APPLICABLE PORTIONS OF CNB sm.-185-L. REMOVE EXISTING STREET SECTION AND CONSTRUCT 4" A.C. ON 4" UNTREATED BASE MATERIAL PER TYPICAL STREET SECTION ON SHEET NO. I. REMOVE EXISTING AND CONSTRUCT CURB INLET PER CNB. sm,-305-L, L:5' CONSTRUCT P.C.C. PIPE ANCHORS PER DETAIL 'A", SHEET NO. 8. '101 REMOVE EXISTING AND CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH TYPE II, PER ~ APPLICABLE PORTIONS OF CNB STD.-163-L. CONSTRUCT 18" DIAMETER R.C.P. STORM DRAIN. INSTALL 18" DIAMETER A.C.P. STORM DRAIN. (3750-Dl ABANDON EXISTING STORM DRAIN. .. NOTE: ADJUST TO GRADE ALL VALVE COVERS, MANHOLES, METER BOXES, ETC. PER C.N.B. STD.-111-L. (INCIDENTAL ITEM OF WORK.) r REF: F.B. 521, PAGE 68; ATLAS SHT. E-6; SEWER ATLAS SHT. E-6; HATER ATLAS SHT. E-6 • C-2915 1 f u A • APPROVED • NB 2-8-83 EL. 3.365 (1976) /.1 411p q3 ,,,G iliRE.l0CAT£ 40TH ST. S.O. S/... a ~ 4(0)7rlHI S7r~IE[E7r 38TH ST. I RIVER AVE. , {d(. PUBLIC WORKS DIRECTOR R.E .. NO. 12808 DATE /2 • "2. 2-q "Z- STREET RECONSTRUCTION FROM MARCUS AVENUE TO END N/O CHANNEL DATE BY DESCRIPTION APP D. DESIGNED SL ORAWN MG IC I TY OJIF NIEWPOJRT IBIERIICH R-5614-S --~-~------------~-->------1-----1 1---------11 CHECKED DATE LO 18 Dec 1882 R E V I S I O N S PUBLIC WORKS DEPARTMENT SHEET 9 OF 10 "' ~ .:.. w ~ ~ q 0 i ~ I "' I 0 I D 5 I 1-' I I I ,. 0 --0 .. 0 :0 )> < < z G1 -C ;;~ [D m :0 ~ I 0 :0 ~ < z GJ 0 :0 B < z GJ . ' !EAST FLO'N LINIE . ' • 1/1:EST FLO'N L I NE / REMOVE EXISTING AND CONSlRUCT P.C.C. CURB AND GUTTER TYPE •A•, WITH 5" CURB FACE AND 24' GUTTER PER CNB STD.-182-L. REMOVE EXISTING AND CONSTRUCT 4' THICK P.C.C. SIDEWALK PER CNB STD-180-L. CONSTRUCT PCC CROSS GUTTER PER APPLICABLE PORTIONS OF CNB STD-185-L. REMOVE EXISTING STREET SECTION AND CONSlRUCT 4' A.C. ON 4" UNTREATED BASE MATERIAL PER TYPICAL STREET SECTION ON SHEET NO. I. CONSTRUCT CURB INLET PER CNB STD-305-L, L=5'. REMOVE EXISTING ALLEY APPROACH AND CONSlRUCT 6' THICK PCC ALLEY APPROACH PER APPLICABLE PORTIONS OF CNB STD-143-L, TYPE •D•, X=4', Y=5'. DELETE "X" AND "Y' ADJACENT TO PROPOSED DRIVEWAY. REMOVE EXISTING ALLEY APPROACH AND CONSTRUCT 6' THICK PCC ALLEY APPROACH PER APPLICABLE PORTIONS OF CNB STD-143-L, TYPE •D•, X=4', Y=5'. REMOVE EXISTING AND CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH TYPE II, PER APPLICABLE PORTIONS OF CNB STD.-163-L. INSTALL EXISTING STORM DRAIN THRU CURB. INSTALL PCC CURB ACCESS RAMP PER DETAIL "B' SHEET I. .. 1.00 t------+------~,,,/4--"' ... h ~ • ~-':'~ %-'~ 1!f' • Y-1 yj-' ~:0.20% il!f' %~~ .9~ "'~ ~ j.,~<f ,~ a.oo 1-----+----i-----t~=======F~======~~-;-===#~;..=----t~..;...~~;!;:_f~---f....:;..ffi ...... ~~~~'.M4;,,,,,-'ff1,.::...;:~~~==:.:;~~t~--j 5 • 00 I-------+-------+-----CD------+-----+-------+-------i-----+-------+---"--".c.._-en "!----+- -. / - co 7.00 6.00 5.00 ., ; ,,,.-·--7 /' I I I I I I I I I I I I I I . ' .. ~ ~ #'' s-rs-·s: -~ ~ ;i,J • /---.--. "' u w <C . "' ... + "" !Dl-il-50 -- -- ~ ~' -,,----- a, . IJ) "- 5=0.22¾ + (1) 0 ft# - ' . ~ \, / ~ <,~ ~ :ffj'_ , ------ S 0.25¾ PROFILE SCALE HORIZ. 1"=20' VERT. 1 "= 2' ii -1}-(0j(Q) ii +5(0) 2+«:))(Q) . . ! RIVO ALTO (WATERWAY) ·' ~~VESSio~ co "' 6" ~ --.-+a,N 6' a + "' 7 . 85' CURB RETURN _/ \ 7.85' CURB RETURN N en ,._ >-. z en en --"' 'f ~ . + c,-1 -"' N N ,._ ,._ + + N N ~ .00:(z,-~ 1'> .f§ ·0.,'}. Oj If] % !? ;:- ~ " ~ ,,,. ,,,. Oj ~ o; ,,,. ,,, ,,,. <:}> ',b' -. '-' '-' <, • ., ~- ~ 3 "' -.:; u w CD CD " "! en . a "' <C + ... ,._ "' + 6' 6' + N N ' \ -7 .85' CURB RE\LJRN 7. 8~ ' CURB RETURN ~ 2+51Dl 3+(Q)!Dl . I AV[ENU[E .. 7.00 6.00 EAST FLON LINE 5.00 . STREET CENTERLINE 7.00 .6.00 \;'EST FLO'N L I NliE 5.00 . ---:>-t .. ~ ~ ~ E--t ~ _., 0 E--t ~ < ~ ~ ~ ::c: E--t ., ~ ~ \!.. D4eJJ ~ REF: F.~. 521, PAGE 68; ATLAS SHT. E-6; SEWER ATLAS SHT. E-6; WATER ATLAS SHT. E~6 f!:2 t!f ...... . No. 19111 Exp. 9-30-93 ~,-,;: l'IVI'L ~'\...,_ ~,i· Op CA'L\~\'S BM: NB 2-8-83 [L. 3.365 (1976) 38TH ST. / RIVER AVE. APPROVED a.a1tt.i· PUBLIC WORKS DIRECTOR R.E. NO. 12806 DATE / 2. -"2. 2.. :::9 '2.... .. . ' . ~ ' ~ '?,\\ ,, ,;. \ $~~\>~·· NOTE: ADJUST TO GRADE ALL VALVE COVERS, MANHOLES, METER BOXES, ETC. PER C.N.B. STD.-111-L. (INCIDENTAL ITEM OF WORK.) C-29-15. IF I INIILIEY AVIEINIUIE STREET RECONSTRUCTION FROM CHANNEL PLACE TO THE RIALTO DESCRIPTION APP'D. DESIGNED SL DRAWN M.G. CI T'\f OF NEIWll'!ORT IBIEACH 1---~-~----RE-V-IS-IO_N_S-----~--+cC-HE=c=KE=□--L-D+□-A=TZ_e_Oe_c_1_8_92-, PUBL IC WORKS DEPARTMENT ... S_HEIT __ 1_Q_o_F_1_0-!I DATE BY R-5614-S I ' I I <.·' -· co n1 JJ ~~----, ,; z I 0 r 0 8 8 8 t 5 ~ rn o :0 ~ : S! ~ z o "' ~ z G I I s " s ,! C C '" ~ .. ~ ,; z is r 0 TI " m 0 0 TI " 0 ~ m 0 TI " " ~ < z 0 C 7 0 JJ B ~ < z G) o I 0 ... -0 z C s: co n1 JJ 0 JJ g <. z G)