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HomeMy WebLinkAboutR_5676_S, l I ; l ' i ,, I ! I ! i i I ! ! ' . • ! I ' i I I ...-·-----------------------------------,------------++--------· ------------- :r: u 1 ___ ~ . I I, ~ lllffli AVE, ClffiG[ '~ -"'1----11----'='-=---=::__,-~-i- coos, CITY OF COillG[ COSTA I Ii. MESA VICTOOIA ST. 9 ... 1, > a: '" Iii , ~k .,~7<1, :o/' #, . ~ '/ =""uPc:PccaER ' EHPOR~=" BRY I. ; I w 1 • ,/ ~ CITY / OF ' IRV I NI U<(\/ERSifY u.c. I. co PERATIVE CITY PR.OJECT' OF COSTA AND THE BETWEEN ME-SA THE CITY OF NEWPOR.·T BEACH 15TH AND ST STREET REHABILIT A TIO DRAI C NST UCTI i ;.1 N C -z -I . 0 ~ ! n /! a :0 z C s: en ~ J~----' __)IL ' OLD NE PORT BOULEVARD TO IRVINE AVENUE CONSTRUCTION NOTE I , ' I CONTRACT NO. 2661 BID ITEM* BID ITEM OC[AN b-INDICATES AREA 1, SHOWN ON LOCATION MAP VICINTY MAP N.T.S. [fil = ROADWAY PLAN & PROFILE SHEET. =r, RD. _ . _j __ , ' , <:._) ' r ' . ~ . & = STORM ORA IN PLAN 8c PROF I LE SHEET. @ = STRIPING PLAN SHEET. 17th 16th w => z > <C <C :z <( <( !z <( ti) PROJECT LOCATION -------- --m ~ I-0 a: 0 Et ;z Cl ...I 0 -- [I] [fl [I] [[] & (D COAST LOCATION MAP N.T.S. w :::) z w > <C :z I-V) => I- [@] & ® STREET STREET [OJ & w => z w > <C w :z > a:: __,, []] & HI GH\/111 Y SYMBOL LE 0 'l:J D POHER POLE MANHOLE FIRE HYDRANT METER BOX ----0----VALVE POHER POLE ANC OR MONUMENT -x-x-x-FENCE 0 BLOCKWRLL TREE Q {J SHRUBBERY -= '"' ,,,, .,,,_ ASPHRL T PRVEME T BRICKWRLK CONCRETE BUILDING EXISTING CONST - - --PRCPERTY LINE ----NEW CONSTRUCTIO ---t.---CENTERLINE ----S----SEWER LINE ----W----WATER LINE ---G---GAS LINE --E--POWER LINE -TEL-TELEPHONE LINE -TV--. CABLEVISION LIN -SP--SPRINKLER SYSTE :ci: STREET LIGHT D D END EMERGENCY TELEF'H()NE NUMBERS -...... :..,_"'~============ AGENCY NUMBERS SOUTHERN CALIFORNIA GAS COMPANY ____ 634-0251 SOUTHERN CALIFORNIA EDISON COMPANY 895-0221 PAC IF IC TELEPHONE 61 I CITY OF NEWPORT BEACH IUTILITIESI 644-301 I COUNTY SANITATION DISTRICTS 962-2411 COMCAST CABLEVISION 542-6222 AFTER 6PM COMMUNITY CABLEVISION 720-4040 UNDERGROUND SERVICE ALERT 800-422-4133 MESA CONSOLIDATED WATER DISTRICT 631-1291 NEWPORT MESA UNIFIED SCHOOL DISTRICT NEWPORT-HARBOR HIGH SCHOOL _____ .. _ 760--3310 NEWPORT-HEIGHTS ELEMENTARY SCHOOL. 760-3464 INDEX OF DRAWINGS SHEET NO. STREET IMPROVEMENTS I 2 3 4--I 2 STORM DRAIN IMPROVEMENTS [1-4 STRIPING 5 IMPROVEMENTS I I _ 2 L_ PREPARED BY: UMA ENGINEERING, !NC. i7762 Cowan Street Irvine, Californ"1a 92714 Phone C/14) 660-0101 R.C.E. NO. 42407 DESCRIPTION --· _____ , TITLE SHEET TYPICAL SECTIONS DETAILS ROADWAY PLAN AND PROFILE STORM DRAIN PLAN AND PROFILE STORM DRAIN LATERAL PROFILES STRIPING PLANS 6-16-95 DATE BID 2 23 24 25 13 14 15 16 17 18 9 i 0 3 26 45 ITEM 30 31 32 34 35 36 .. (i) 0 0) 0 ® ® CD ® ® @ (0 @ @ Qj) @ @ ([i) @ @ REMOVE EXISTING ROADWAY SECTION INCLUDING AC/AB STRUCTURAL SECTION AND PLACE 12' A.C. DEEPLIFT SECTION TO LIMITS SHOWN ON PLAN. ADJUST MANHOLE TO GRADE PER CITY OF NEWPORT BEACH STD-I I 1-L. INSTALL NEW NO. 4TT VALVE BOX-PER CITY OF NEWPORT BEACH STD-511-L. ADJUST UTILITY VAULT, HANDHOLE, OR AIR VAC TO GRADE . ADJUST SURVEY MONUMENT TO GRADE. CONSTRUCT 4' P.C.C. SIDEWALK PER CITY OF NEWPORT BEACH STD-180-L. CONSTRUCT 4' P.C.C. SIDEWALK PER CITY OF COSTA MESA STD. DWG. NO. 412. RELOCATE UT!L!TY VAULT IBY OTHERS). CONSTRUCT ACCESS RAMP CASE C PER CITY OF COSTA MESA STD. DWG. NO. 416. CONSTRUCT ACCESS RAMP CASE H PER CITY NEWPORT BEACH STD-181-L-A. CONSTRUCT ACCESS RAMP CASE E PER CITY NEWPORT BEACH STD-181-L-A. CONSTRUCT ACCESS RAMP CASE C PER CITY NEWPORT BEACH STD-181-L-A. CONSTRUCT TYPE 'A" CURB AND GUTTER PER CITY OF NEWPORT BEACH STD-182-L. OF OF OF CONSTRUCT 'TYPE C-6' CURB AND GUTTER PER CITY OF COSTA MESA STD. DWG. NO. 312. NOT USED. REMOVE EXISTING CURB AND GUTTER. RELOCATE EXISTING SIGN. NOT USED. PROTECT IN PLACE. @ CONSTRUCT RES! DENT I AL DRIVEWAY APPROACH CITY OF NEWPORT BEACH STD-163-L. 20 19 27 37 4 21 22 28 29 5 12 I I 6 7 8 43 44 STORM DRAIN CONSTRUCTION [j] PROVIDE AND PL.ACE 18' RCP PER CITY OF NEWPORT BEACH STD. NO. STD-I 06-L. [I] PROV ID~ AND PLACE 42' RCP PER CITY OF NEWPORT BEACH STD. NO. STD-I 06·-L. [fj CONSTRUCT CATCH BASIN TYPE OL-A PER CITY OF NEWPORT BEACH STD. PLAN NO. STD-305-L. LENGTH (l) AS SHOWN ON Pl.AN. [}) CONSTRUCT LOCAL DEPRESSION PER CITY OF NEWPORT BEACH STD. PLAN NO. STD-304-L. is I CONSTRUCT MANHOLE No. 2 PER c I TY OF NEWPORT BEACH STD. PLAN NO. STD-307-L. ~ CONSTRUCT LOCAL DEPRESSION PER DETAIL ~ -w· BID ITEM 38 39 33· 41 @ @ @ @ @ @ @ CONSTRUCT CROSS GUTTER PER CITY OF NEWPORT BEACH STD-185-L. CONSTRUCT DRIVEWAY APPROACH -TYPE I I PER CITY OF COSTA MESA STD. DWG. NO. 514 RELOCATE EXISTING MAILBOX. CONSTRUCT LOCAL DEPRESSION PER CITY OF COSTA MESA STD. DWG. NO .. 315. SAWCUT AND REMOVE EXISTING CROSS GUTTER. CONSTRUCT DEPRESSED ALLEY APPROACH PER DETAIL EB. PLACE TYPE I I RUBBERIZED SLURRY SEAL OVER EXISTING A.C. PAVEMENT PER AWOA STANDARD SPECIFICATIONS. RELOCATE EXISTING FIRE HYDRANT. NOT USED RELOCATE EXISTING POWER POLE (BY OTHERS). ADJUST WATER METER BOX TO GRADE. REMOVE EXISTING P.C.C. SIDEWALK. CONSTRUCT 10' CURB AND GUTTER TRANSITION FROM 18' TO 12' GUTTER PLATE. CONSTRUCT MODIFIED TYPE A CURB AND GUTTER (12' GUTTER PLATE) PER DETAIL EB· REMOVE EXISTING SECTION INCLUDING A.C. PAVING AND PLACE 6' A.C. DEEPLIFT SECTION TO LIMITS SHOWN ON PLANS. , Q§) SAWCUT AND REMOVE EXISTING ALLEY APPROACH AND CONSTRUCT NEW TYPICAL ALLEY SECTION (IN KIND) PER CI TY OF NEWPORT BEACH STD-142-L. ® @ @) @ @ @ NOT USED. NOT USED. REMOVE EXISTING A.C. SIDEWALK TO LIMITS SHOWN ON PLAN. RELOCATE EXISTING WOOD PLANTER (IN KINDi. REMOVE AND REPLACE BRICK LAWN EDGING. RELOCATE POWER POLE TIE-BACK (By OTHERS). NOTES [TI 0 [I] CONSTRUCT JUNCTION STRUCTURE NO. I PER CITY OF NEWPORT BEACH STD. PLAN NO. STD-310-L.. REMOVE AND DISPOSE -1 NTERFER I NG PORTIONS OF EXISTING 42" RCP AND CONSTRUCT MANHOLE NO. 4 PER CITY OF NEWPORT BEACH STD.-'PLAN NO. STD-308-L. CONSTRUCT MODIFIED CATCH BASIN TYPE OL-A PER CITY OF NEWPORT BEACH STD. PLAN NO. STD-305-L. LENGTH ILi AS SHOWN ON PLAN. [Qj PROVIDE AND PLACE BRICK ANO MORTAR PLUG. 0 ✓ " ~ ~ . I ! ' I ,, i 'i , l ii z .m n l> C: c!l :0 2 ~ □ I z GJ z C ~ JJ :lJ □ I z G1 z C s: en m JJ i.{l • /.)\_ .. .. ,,'. ' 1' , • , . '-----+------------------------,---------------~;;;;_......;;;;;;;_...::;=....1,-----1--+--------·--•-r-·--+-------------,----:~-r------------------------------------------,,--------1 r-DATE CHECKED BY: DATE REVISIONS NO. DAT DESCRIPTION APP. CONTRACTOR LiC. • REFERENCES LEVATION 82. 168 ESCR I PT I ON IN l!HE N/W PART OF THE DATE OF CONSTRUCTION INTERSECTION OF RV/NE AVE. AND 15TH ST., BEG. ENO DATE ACCEPTED SY CITY COUNCIL 1----+---l-----------------------+--f 6-95 RAK 6-95 DESIGNED BY, TF DRAWN BY, ,JOC APPROVED BY, 6-95 RECOMMENDED BY, 2. 5' N/W OF THE it OF I RV I NE, 44. 3" NIE OF CITY OF NEWPORT BEACH H t OF 15TH, IN THE TOP OF THE S/E C RNER FA 4,5'Xl9.5' CONCRETE CATCH BASIN, ~-y, E EL WI TH THE SIDEWALK. A IS OF BEARING THE t OF 15TH ST. SHO N AS , 5 '09' IO' W ON PARCEL MAP NO. 9 I -203 FI LfD CITY ENGINEER RCE NO. \lo -Z''l\ N K 4 P I l AN "OU M P REC. BY, MN CITY OF COST A MESA TITLE SHEET & DRAWING INDEX ~ITT i ;~~ f OF 15th STREET REH BILITATION ,_____. __ 1_2_.,i~i OLD NEWPORT BOULEVARD TO I RV I 'NE AVENUE PLAN t1; ~ NUM;E:5676-S 'I.fl] CITY OF NEWPORT BEACH □ I z IN THE OFFICAL R CORDS OF ORANGE COUNTY. P. E. SEAL --------------------·-!-- N'LY R/W ~ ·------------. ... ____ --- N'LY R/W ' i 20' EXIST. CROSS SLOPE VARIES (l.35¼)-(5.00%)\ 20' 6' 0+00.00 TO I 1+39.50 14+15.00 TO ALLEY 14+90.00 *SEE PLAN FOR LIMITS S'LY R/W 4 S'LY R/W 10'__ 20' 17' 13' ...-+*----==-----,,+o---------'---'-----t---'---"'--..; I 0, -VAR EX I ST. CROSS SLOPE VARIES EXIST. CROSS SLOPE VARIES I 2.0% (1.35¼>-<5.00:o, I MAX I ' \ (0. 94¼) -(5. 48%) F;.~. -;=_ :~.=r. nllil~Al~N~. ___ __,_1 N'LY R/W N'LY R/W 7 IO' 7 ~~ I 1+39.50 TO 12+11.00 *SEE PLAN FOR LIMITS 20' I 7' 4' -8' 12+11.00 TO ORANGE i3+20,00 20' 20' '0 ORANGE 13+20.00 TO 14+15.00 *SEE PLAN FOR LIMITS S'LY R/W 13_'.__7 12' S'LY R/W 1 VARIES l0'-12' A ~EY I 4+90 TO BOLSA 16+50" 15 WESTMIN: ER 19+80.30 TO CATAL!NA 23+10.45 C. ALINA 23+10.45 TO 25+87.60 *SEE PLAN FOR LIMITS OLSA 16+50. 15 TO IB+po.oo "SEE PI_AN FOR LIM I Tsi 18+~0.00 TO WESTMINSTER 19+80.30 25+87.60 TO 33+93.00 *SEE PLAN FOR LIMITS I 2' S'LY R/W S'LY R/W S'LY R/W • J S'LY R/W 12' 33+93. 00 TO 34+ 14. 17 ', 37+50.00 TO 38+50.00 El MODENA 42+90.60 TO 45+40.60 ALISO 46+20.60 TO FULLERTON 49+50.60 FULLERTON 49+50.60 TO IRVINE 52+80.20 S'LY R/W N'LY R/W ~ IO' 20' 18' 38+50.50 TO TUSTIN 39+60;60 12' S'LY R/W N'LY R/W ~ I 10' 20' 1a' N'LY R/W r,.__ _______ .,.__~~--__,.--- 1 :14+14. 17 TO 37+50.00 41+00.00 TO EL MODENA 42+90.60 45+40.60 TO ALISO 46+20.60 TUSTIN 39+6b.60 TO 41+00.00 CONSTRLCTION NOTES f\l'LY H/W I' 'k S'LY R/W Ci) L_1_3• ______ _ ! I 3 7' ,. 29' --I I ' REMOVE EXISTING AC/AB STRUCTURAL SECTION AND PLACE 12" AC DEEPLIFT SECTION TO LIMITS SHOWN ON PLAN. IRVINE 52+80.20 TO 54+10.00 L _I -L.:J - © CD @) @ @ (§ CONSTRUCT 4' P.C.C. SIDEWALK PER CITY OF NEWPORT BEACH STD-180-L. CONSTRUCT 4" P.C.C. SIDEWALK PER CITY OF COSTA MESA STD. DWG NO 412. CONSTRUCT TYPE 'A' CURB AND GUTTER PER CITY OF NEWPORT BEACH STD-182-L. CONSTRUCT 'TYPE C-6' CURB AND GUTTER PER CITY OF COSTA MESA STD DWG NO 312. PLACE SLURRY SEAL OVER EXISTING A.C PAVEMENT. CONSTRUCT MODIFIED TYPE A CURB AND GUTTER (12' GUTTER PL.ATE) PER DETAIL G)· C-2661 f "'"" ,,~---.----//'z--,~-,~--~-10--~-,-,,.-........ ----------r-v_P_1 _c_A_L __ s_E_c_--1 ____ 1_o_N_s----------.---""-S..;;H;;..E.c,.ET..;...;._--1 , UMA ENGINEERING, INC. ,ff/<,, ·~,, 15 TH ~ T IOI EE T OF 17762 C St r g JECK KREUZER% ~ n " 2 12 owan _ ree-_ t rv i ne, Ca I i fan, i a 9:27 14 "" No._~4=2~40~7 __ "' F'hone ( 7 I 4) 660 • 0 IO I IIIM!ll&A {< E 3-31 -96 * PLAN 'lil'l!il!i!RIII XD, I NUMBER ¾,,,.. c,_IV\\. «i-*'3/, 1--------------------+-------------< ~1__ --;1;::;;,~~>--=----1 6-1 6-95 __ , 'Wt __ J~w C III T y O F N E W p ( D R T R -5 6 7 6 -s ________ ~~ c. E." NO.~----·-D_A_T_E ____ ~-~---=1_ __ ,_11 ____________________ a __ ,_A __ c __ H _________ ....... ~ ]'. 0 6 ~ " 0 0 • ~ ~ • ~ m < ~ ~ I • 0 ' I • • • !" " ,, § ,, z ;; LI) ::r:: -{ a -n 0 :a ~ z (j) z C :?; fH :a r ) 0 I z (j) _J ALTERNATE 2 TREE WELL COVER S.?. 519-0-0C ALTERNATE I rlNSTALL GRASS OR SOD I r-" AFTER I YEAR 3/•" TO 11/z" GRAVEL Ii-----SOIL BACKFILL MIX (AS SHOWN) ---ROOT CONTROL PLANTER BOX ORIENT BOX PARALLEL TO CURB SOIL BACKFILL EXCAVATE & RECOMPACT ---36" MIN. • I ~OR 15 GAL./20" ROOT BALL OR SMALLER ALTERNATE 2 TREE WALL COVER S.?. 519-0-0C (BARRIER TO EXTEND TO BOTTOM OF COVER) ----AL TERNA TE I INST ALL GRASS OR SOD AF,ER I YEAR ---3/." TO 11/z" GRAVEL (AS SHOWN) ~---SOIL BACKFILL MIX ---24"ROOT CONTROL BARRIER CONTINUOUS CIRCLE. SECURELY ~ --+----SOIL BACKFILL t,. \ I .,d ...., -"' I" MINIMUM 2'" MAXIMUM TREE I I\ \ ' / ,I , ' ·! : • --~ ' '1/ 'F"'.- ·, ' .,./ • ' ROOT PRUNE CUT 12" ROOT PRUNE BARRIER ~.N'. • 1 L.---::,=-=::::--:::::-----' FASTENED AT JOINT. RIBS INWARO EXCAVATE & RECOMPACT I • TREE SIZE +8" 0 I I • TREE SIZE +16' • I 'ROOT BALL FOR LARGER THAN 15 GAL. OR 20" BOX ' ORANGE COUNTY ENVIRONMENT AL lilANA TREE ROOT BARRIER STD. Pl.AH ORANGE COUNTY 1708 S/£ET I Of 3 /--1 '\ TREE ROOT BARRIER DETAIL. NOTE~ ,-f- l ---t ..... =i =:&: I •--+--~o--t ..... n--'-'.!--• Fl.AN ~OMSTRUCTION JOfNT A• C.F, ,t..US z• &EE NOTE I Ft1t 1• C.P.: ■•••• 1'0111 1• C.F.: 1•4•. SECTION EHi L.A.C.F.C.D. CATCH BASIN Nds 1,2,a 3 l,aTATI~ELEVATJONS,CURB FAC£1 •w•, AND CATCH IASIN LOCATION ARE AS SHOWN ON fWPttOVE.IIENT P'LAN, Z.ALL 1.:.!i_,C.,.C.D. CATot MSINS -IHALL IE CONSTRUCTED WITH •~C.ITIONS AS SM0WN ICIIEON UNL.ESS OTHERWISE UOCA1t.D. MTTElt Ofl" AD,10INll'tGI CURB SHALL IIIOVEl'IN DYEII THIS STANDARD. I.COST OF" MODIFICAT1DNS AS SHOWN HEREOlt SHALL IE INCLUDED u, THE CQfrfTRACT PRICE PAID F0fl TH£ 1119P'ECTIYE CATCH MSIN. 4.eofllCIIIETE ~ IE CLASS tel0 C JiZSO. t.. ■II'" SHALL 8E THE WIDTH OF" THE ,IOfNED IEXIS'ntila INl'ROVl!N!WTS 0111 AS 1'£11 ~N. , C.UTTEII atALL co"'°"" 'To E")CISTIN& ADJOINIHG CUlta.SIEE CITYm'COSTAMUA.Sm.DWO.N0.311. UL!VATIONS AT OUTEJI COflNEIIS AND OUTER EDGE SHAI.L COflf'ORII TO F'UIISHED STREET StMF'ACE ll'ILESS OTHEIIIWISE lttOWN ON "-AN. 1,RIIIII COfC111UCT1CIN .ICIIWT NfD ~LACE NOA IAIII$ z.t/' Cff CENTl:11 Wfflf l't' IIINIIIIUII ElflEDlll!NT AND ilEND ON 4• ....... tJ.. uo1us. OIi CDIIITllUCT J,.OCAL DEPRESSION. AND CATCN IASIN WALL lfONOLTTMICALLT. DETAIL 0.~ ------·---·\ NOT TO SCALE ~ LOCAL DEPRESSION ADAPTED FROM CITY OF COSTA MESA STD, DWG. NO. 315 NOT TO SCALE \~/ STD, PLAN 1708 -a -----------------~- 1. If Alternate 2 -tree well cover is used, see project plans for type of tree well cover to be used. (SP 519-0-0C) 2. Root Control Planter Box and Root Control Barrier shall be fabricated from a high density, high impact plastic, i.e., Polystyrene, Polyethylene, Polyvinyl Chloride (PVC), or Acrylonitrile-Butadiene-Sytrene (ABS). The interior surface shall have 1/2" high minimum raised vertical ribs spaced 6" to 8" apart the full depth of the box: or barrier and shall be expressly designed for root deflection. Planter Boxes shall have the following minimum dimensions: Top 22" x 22", bottom 29" x: 29", ·depth· 18" vi th ··a ·minimum thickness of 0.06". Barrier used for tree planting shall have a minimum depth of 24" with a minimum thickness of 0.06". The barrier shall form a continuous circle (or approximate circle shape) around the root ball with a minimum diameter 811 greater than the root ball. The ends and any joints shall be securely fastened, using an adhesive in addition to fasteners if necessary. Barrier used for root pruning shall have a minimum depth of 12" with a minimum thickness of 0.06". • Barriers shall be 16 feet long in one continuous piece (preferred) or in a combination of piecest securely fastened with adhesive, if appropriate, at joint points. 3. Delete paragraph four of Subsection 308-4.5, "Tree and Shrub Planting,11 and substitute the following: Excavate to the dimensions shown on the plan. Recompact the bottom 12" with native backfill soil. Fill and compact up to the bottom of the root ball with prepared soil mix. Place root.control planter box or root control barrier. Place tree and backfill interior with prepared soil mix. Backfill exterior with 3/4" to 1-1/211 gravel. 4. Tree Trimming: Prior to root pruning, each tree shall be trimmed to reduce its overall size by one-third (1/3) and to promote improved growth. Trimming shall also provide: a. Vertical clearance of 14.0 feet over roadways 9.0 feet over sidewalks; b. Visual clearance around all traffic control devices and signs; c. Removal of all dead, damaged, diseased, or structurally deficient limbs; d. Thinning to reduce interior wind resistance; e. An overall balanced appearance. 5. Root Pruning: Root pruning cuts shall be made immediately adjacent to the sidewalk and shall be 4" wide, 16" deep (measured from the top of final grade of the sidewalk) and 16" long centered 8' either side of the center of the tree. The bottom 13" of the root prune cut shall be filled with pea gravel, to p~omote 'deeper watering, with the top 3" of native soil. At least 18 months shall transpire between root pruning opposite sides of a tree. 6. Center tree in tree well and/or between curb and sidewalk. 7. See Standard Plan 1700 for Street Tree List and Standard Plan 518-0-0C for tree stakin . ORANGE COUNTY ENVIRONMENTAL '.4 .MA~!i!}~A:ENCY Approwad C • /~~• C.R. N•ISOlt,, Oirrclor of PutJJic Work1 STD. PLAN 1708 Ado tad: RH. Ro.lHd: 88-1341 TREE ROOT BARRIER SHEET 3 OF 3 • .... ' - 6" 1211 l/2" R 3/8" LIP :!=='l"",-,--T-----r C\J ~~ :,,.,-,:,, 6"0R8' :::, !l1 ~ 3,12 CURB FACE 8 c BATTER, • • LEVEL I • NEW A.C. PAVEMENT OR MIN. 12" HIDE A.C. PATCHBACK TYPE ''R'' P.C.C. CURB AND GUTTER (QJRB FACE SHALL BE 6" UNLESS OTHERHISE NOTEDl NOTES: AC OR PCC ROADWAY SURFACE PER Pl.AN\ 1 ' COOCRETE SURFACE FOR 4 • ADJACENT TO ALL GUTTER FLOHLINES SHALL BE 2. 3. GIVEN A STEEL TROWEL FINISH. (APPLIES TO TYPE "A" CURB) PREFORI-EIJ EXPANSION FILLER 3/8" THICK SHfli BE INSTALLED IN ALL TYPES OF CURB AT THE B.C. AND A.C. OF RETURNS. AT INTERVALS OF 80' BETWEEN RETURNS ANO AT Tf£ ENDS OF DRIVEWAYS. SIMILAR EXPANSION JO I NTS SHALL BE I NSTFl.LED IN ALL GUTTERS FllJO IN I NG CI.Rl. WEAKENED PLFM: -Xi I NTS SHALL BE FORMED AT INTERVALS OF 20' BETWEEN RETIR-1S . <R'PLLIES TO TYPES "A", "B", AND "C' QJRBS), CONCRETE SHALL BE 560-C-8250. MODIFIED TYPE "A" P.C.C. CURB AND GUTTER --?~ (CURB FACE SHAL.L BE G' UNLESS OTHERW i SE NOTED) '--.].7 /IDI\PTED FROM CI TY OF NEWPORT BEACH STD-I F.<2-L EXISTING STIRUCTURAL SECTION COii ING LOG CORING APPROX, EX I ST I NG ·-i DESIGNATION LOCATION SECTION C-2 15+50 6'AC/NATIVE SOUTH SIDE C-3 19+00 8'AC/NATIVE S:>UTH SIDE C-4 23+75 5"AC/NATIVE spuTH SIDE I 28•·00 4'AC/NATIVE C-5 SOUTH SIDE C-6 31 +00 4'AC/NATIVE S lUTH SIDE 0-7 35+50 7.5'AC/NATIVE SlUTH SIDE C-8 41 +00 4"AC/NATIVE S!}UTH SIDE C-9 I 45+60 3.5'AC/NATIVE SOUTH SIDE C-I0 l~i52+00 N RTl-1 S !DE 7"AC/NATIVE -- NOTE, THESE COR i NGS REPRESENT THE STRUCTURAL SECT I ON DEPT,.S AT THESE EXACT LOCATIONS. CONTRACTOR I CAUTIONED THAT THESE SECTIONS MAY BE V,\RY BETWEEN CCR I NGS. ·GUTTER PLATE WIDTH PER Pl.AN RETAIN I NG.. CURB VARIES O' TO 6"! EX. OR PROP. PROP. S/W 3. 5' ~RADE TO C/G,\ MIN. OIN EXIST. J-r--"--r"I ~le . rE:; F. S. LJ ~=c...~~'(fr~ SLOPE OF GUTTER PLATE TO MATCH ROADWAY SLOPE SECTION A-A SECTION B-B 8.33% MAX SEE NOTE I JOIN EXIST ALLEY i\JOTES VARIES 4- 1 PLAN I, THE RAMP SHALL HAVE A 12' WIDE BORDER WI TH 1/4' GROOVES APPROX! MA TEL YI ¾" oc PER GROOVING DETAIL. 2. SEE COSTA MESA STD. DWG. 41 I, 41 2 AND 414 FOR ADDITIONAL REOUIREMEN1S OF JOINTS, SIDEWALKS AND RETURNS. 3. PORTIONS OF THE RAMPS S!_OPING GREATER THA.N TWO PERCENT (2. 0%) SHALL BE PROVIDED WITH DETECTABLE WARNING SURFACES. ' DEPRESSED ALLEY APPROACH NOT TO SCA E GROOVING DETA I. L DETAIL ? - 3 C-2661 ,--------------~ DETA I LSI 1 PREPARED SY: I i UM1-\ ENG I NEEH I NG, I NC. 177G2 Cowan Street lrvlne, Col ifornia 927!4 Phone (71~l 660-0101 UIIIIO 15TH SHEET STRFET OF 3 12 PLAN NUMBER 1a ~;_~'-:.:"'""'-=--7 6-16-95 '' R ,-. r NO 42 10·· D TE ---------------F""""""""'""""'~-----"'""''--------=--------~~~=-~_:_-~~_:_ _________ 1'_··;~,-----P-._-_-E-.-.-s-E.-/\-L ______ ... ______________________ ....,. _______________ ...,_ _________ __, CITY OF NEWP RT BEACH R-5676-S I ' I .I ., :1 ~l ' I .,, I ' I ;I ,,1 I /,---._►. ' • . ' .'' •.. ($;:" • ' ·,, .,,. ~ -~ □ r □ ~ " □ ~· ~ m ~ ;;:. ~ < '-< z B C z ~ • 0 ' I rn t !" II C ll l! j; ~ z I □ 5 • " m □ 0 ~ ~ m • ~ ~ z ~ C < ~ 0 ' ~ rn ~ z m " I' " □ D ~ ~ ~ □ r 0 ii! " 0 □ ~ ~ m • ~ ~ z B C z 0 "ti - ' / 0 I z G) z C s: Ill m Il :::0 I (11 t$) ,--..J 0) I (j) 0 Il ~ z G'l z C ~ Ill m Il 0 Il ~ z G) i ,, !1 'I Ii ,, ,, 'I Ii !' [i I' I _, ' ...... ---·-···-·--··-- NEWPORT J 9+64. 75 (t 15th 10+00.00 l NEWPORT l INT EX I ST 6' CURB TO REMAIN MATCH EXIST FS ELEVATION 21. 5' 35 R/W IO' 7 SECTION A-A N. T. S. A 90~00'00' 25.00' 39.25' ELTA RAD I US LENGTH CURVE DATA I , 10 MIN 25.00' BACK OF SIDEWALK TANGENT ( I ) I I 15th *NOTE: CONTRACTOR SHALL CONSTRUCT NEW SIDEWALK SWCH THAT A MINIMUM OF 3.5 FEET 0~ CLEARANCE FROM ALL OBSTRUCTIONS (I.e. MAILBOXES, FI RE HYDRANTS, TREES, ETC. l IS MAINTAINED PER DETAIL A, SHT. 4. D D LLEY 12 LEGEND 8I8]-NEW ROADWAY •,••· STRUCTURAL SECTION ·-CORING LOCATIONS SEE TABLE SHEET 3 13 PREPAREO BY: UMA ENG I NEER I NG. I NC. 17762 Cowan St,eet l,vlne, Col ifo,nia 92714 Phone (714) 660-0101 11M 6-16-95 R.C.E. NO. 42407 DATE • ,4()fESS!ON,i, ,,K,)~< % '4': /=:.} ~"'!. i3 RI CK .KREUZER ~ "' "' ·- a= No. __i2307 ::o {t E 3-3 I -96 * OF C~\.\'i - P. E. SEAL 14 STREET . LO 1-w w ::r:: (/) w w (/) 0 0 • 0 LO + ,;:;- • <.:( 1-- (/) w z _, I u I- <( 2 CONSTRUCTION NOTES REMOVE EXISTING AC/AB STRUCTURAL SECTION ANO PLACE 12' AC DEEPLIFT SECTION TO LIMITS SHOWN ON PLAN. ADJUST MANHOLE TO GRADE PER CITY OF NEWPORT BEACH STD-I I I -L. INSTALL NEW NO. 4TT VALVE BOX PER CITY OF NEWPORT BEACH STD-511-L. CONSTRUCT 4' P.C.C. SIDEWALK PER CITY OF COSTA MESA STD. DWG. NO. 412. CONSTRUCT ACCESS RAMP CASE C PER CITY OF COSTA MESA STD. DWG. NO. 416. CONSTRUCT 'TYPE C-6' CURB AND GUTTER PER CITY OF COSTA MESA STD. DWG. NO. 312. REMOVE EXISTING CURB AND GUTTER. PROTECT IN PLACE. CONSTRUCT DRIVEWAY APPROACH -TYPE I I PER CITY OF COSTA MESA STD. DWG. NO. 514 • CONSTRUCT LOCAL DEPRESSION.PER CITY OF COSTA MESA STD. DWG. NO. 315. PLACE SLURRY SEAL OVER EXISTING A.C. PAVEMENT. REMOVE EX. SECTION INCLUDING A.C. PAVING AND PLACE 6' A.C. DEEPLIFT SECTION TO L IM I TS SHOWN ON PLANS. REMOVE EXISTING A.C. SIDEWALK TO LIMITS Sf!OWN ON PLAN. C-2661 STREET IMPRO' EMENTS 15TH STF EET 4 SHEET OF 12 NEWPORT AVENUE TO ~ TA. 14+50.00 PLAN NUMBER CITY OF NEWPORT BEACH R-5676-S I 6 ' . I ' I z C ~ m :c -~~ ' / r(.· □ I z G) z C s: OJ S:l :::0 I 01 0) r--J 'en I (j) □ :c ~ z G) z C ~ OJ m :c □ I z J;'l_ B ( ) 1-w w I (/) w 15 w,_ ___ _ (/) ::r:: u I- <( 2 90' PO' 00' ALLEY I 2. 00' 18.84' 12.00' RAD I US LENGTH TANGENT CURVE DATA ( I l (2) 16 * NOTES: CONTRACTOR SHA AND .INST ALL R01~ .. DETAIL W. 1C,17 ROOT PRUNE BARRIER PER CONTRACTOR SHA! CONSTRUCT NEW SIDEWALK SUCH AT A MINIMUM OF 3. 5 FEET OF CL RANCE FROM ,<\LL OBSTRUCTIONS l e. MA I LBO,XES, FI RE HYDRANTS, TREES, Ere: .. ) Is MAINTAINED_P __ E_R,J-D_E_T_A,IL A, ISHT. 4. 17 l_EGEND p,:C~;1--NEW ROADWAY ~,.:J STRUCTURAL SECT I ON -CORING LOCATlONS SEE TABLE SHEET 3 18 PREPARED BY• lO ?; ' (/) X w z ALLEY UMA ENG I NEER I NG, I NC. 17762 Cowan Street lrvlne, Col lfornla 92714 Phone (7141 660-0101 Ullllft 6-16-95 R.C.E. NO. 42407 DATE ' -=I- 19 1-w LLI :r ti) w Ld (/) 0 0 • () 0 + (J) • w z -L u I- <( 2 STA. CITY 0 0 0 CONSTRUCTION NOTES REMOVE EXISTINl AC/AB STRUCTURAL SECTION AND PLACE 12" AC DEEPLIFT SECTION TO LIM I TS SHOWN 01 PLAN AND PER DETAIL ffi. ADJUST UTILITY AIR VAC TO VAULT, GRADE. HANDHOLE, OR CONSTRUCT 4' P.C.C. OF COSTA MESA STD. SIDEWALK PER DWG. NO. 41 2. CITY CONSTRUCT TYPE CITY OF NEWPORT 'A" CURB AND GUTTER BEACH STD-I 82-L. PER CONSTRUCT "TYP C-6' CURB AND CITY OF COSTA I ESA STD. DWG. GUTTER NO. 312. REMOVE EXISTIN CURB AND GUTTER . PROTECT IN PLAlE. PER PLACE SLURRY S:-AL OVER EXISTING A.C. PAVEMENT. SAWCUT AND RE~ VE EXISTING ALLEY APPROACH AND CONSTRUCT NEW YPICAL ALLEY SECTION IIN KIND) PER CITY OF NE' PORT BEACH STD-142-L. Dl ----L ..J ' D) -... .. C-2661 STREET IMPROVEMENTS 15TH STREET 14+50.00 TO STA. 19+00.00 OF NEWPORT BEACH 5 PLAN NUMBER SHEET OF 12 R--5676-S vi 0 JJ ~ z G) z C :s: ~ JJ ::::0 I ·.. 01 ~ 0) -- !~ (j) I (J) 0 JJ ~ z G) D C ( ) ' LO 1-w w :r: V) w w {/) 0 0 • 0 0 + O') • <( I- V) LLJ z .....J :r: u I- <( 2 19 90"90'00" 9o•bo'oo· D_LTA 0 z -w 1-U (11<( -_J XCL w z f--u 0 Wt-X f'1 f-W 01 W + Q_j r'1z ct ~~;I~~@ \ -- 0 r0 • r--- f<) + a, r--z LO 20 + 0 0) -, WESTMINSTER AVENUE 12.00' 18. 84' I 2. 00' 25.00' 39.25' 25. 00' 25.00' 39.25' 25. 00' RAD I US LENGTH TANGENT 2 !5th * NOTE: en 0 ~_,..,;1-i -·- (I) CONTRACTOR SH, LL CONSTRUCT NEW SIDEWALK SUCH. HAT A MINIMUM OF 3.5 FEET OF Cl ARANCE FROM ALL OBSTRUCTIONS I.e. MAILBOXES, FI RE HYDRANTS, TREES, ETC. ) i S MAINTAINED PEI DETAIL A, SHT. 4. 22 ill -· ,-, ti t.rl.1 LEGEND . ;:, ----NEW F-?OADWAY L--J ~~ STRUCTURAL SECT I ON -CORING LOCATIONS SEE TABLE SHEET 3 STREET * \ '-\.-~···--' ·~--1-.L -. ~·----_____ ) - PREPARED BY• LIMA ENG I NEER I NG, I NC. 17762 Cowan Street Irvine, Col lfornlo 92714 Phone (7141 660-0101 0 0 6-16-95 R.C.E. NO. 42407 DATE 23 --,_ ------·-· 23 CURVE DATA L.------i-----==..:..:;;_=.;..-...;..-.. ________ ....... ______________________________ +-----------------1-----------------,------·..,_ __________________ _,_ __ _ 23+10.45 f 10+00.00 ~ I q;_ INT 15th CATALINA ·----~. ---· •• '\ ' ! 24 r-- 1-w w :r: V) w w V) 0 0 • 0 0 @ CONSTRUCTION NOTES R MOVE EXISTING AC/AB STRUCTURAL SECTION A,D PLACE 12' AC DEEPLIFT SECTION TO I. IM I TS SHOWN ON PLAN. I STALL NEW NO. 4TT VALVE BOX PER CITY o-NEWPORT BEACH STD-511-L. ADJUST UTILITY VAULT, HANDHOLE, OR AIR VAC TO GRADE. CONSTRUCT 4' P.C.C. SIDEWALK PER CITY OF COSTA MESA STD. OWG. NO. 412. CONSTRUCT ACCESS RAMP CASE C PER CITY OF NEWPORT BEACH STD-· 181-L-A. CONSTRUCT TYPE 'A' CURB AND GUTTER PER CITY OF NEWPORT BEACH STD-182-L . CDNSTRUCT 'TYPE C-6' CURB AND GUTTER PER CITY OF COSTA MESA STD. DWG. NO. 312 • R-M◊VE EXISTING CURB AND GUTTER. Ri-LOCATE EXISTING SIGN. ® T6) 34 0 0 + -s::i- N @ (@ @ @ @ @]) P iOTECT IN PLACE. ClNSTRUCT LOCAL DEPRESSION PER CITY OF ClSTA MESA STD. DWG, NO. 315. E.. SEAL <{ I- V) _J I u I- <( 2 @ CJNSTRUCT DEPRESSED ALLEY APPROACH p R DETAIL EB· PACE SLURRY SE.~L OVER EXISTING A.C. PAVEMENT. CJNSTRUCT 10' CURB AND GUTTER TRANSITION F OM 18' TO 12' GUTTER PLATE . CJNSTRUCT MODIFIED TYPE A CURB AND GUTTER (12' GUTTER PLATE) PER DETAIL EB· SAWCUT AND REMOVE EXISTING ALLEY APPROACH AND CONSTRUCT NEW TYPICAL ALLEY SECTION (IN KIND) PER CITY OF NEWPORT BEACH STD-142-L. ffi NEW CDNCf<ETl='-SL.AB C·-2661 STREET IMPROV:MENTS 15TH STREET STA. 19+00.00 TO STA. 24+00.00 CITY OF NEWPORT BEACH 6 PLAN NUMBER SHEET OF 12 R-5676-S ! .~-) ' I / - ~I, -.. - •1', • ':', ' . ' • I • I I : j• ; \ i ' ' . 0 I z G1 z C :s:: CCl gJ :::0 I 07 (j) \-.J }(j') I (j) 0 JJ ~ z (j) z C ~ gJ 0 JJ ~ z G1 F < ) : tD 1-w w I {/) • 0 04 + ,q- N <( 1- (/) I u I- <( ~ 90•:oo' oo' D!EL TA (j)* 12.00' 18.84' 12.00' RAD I US LENGTH TANGENT ' I 25 15th 27 ( I ) *NOTE= SHALL CONSTRUCT NEW CONTRACTOR SIDEWALK SUCH THAT A MINIMUM OF 3.5 FEET OF CLEARANCE FROM ALL OBSTRUCTIONS (I.e. MAILBOXES, FI RE HYDRANTS, TREES, ETC. ) IS MAINTAINED PER DETAIL A, SHT. 4. 26 -1 ! ' <.:, :: ~ " SANTA --+ ' l LD + CT) 27 1°t<EPARED BY• PCC ro UMA ENG I NEEH I NG, ' ' 'I I: ' ' ! i I. 'i I' ii ' l i I NC. 17762 Cowan Street Irvine, Cal lfornla 92714 Phone <714) 660-0101 116ft 28 LE.GE.ND [. ,-~~l·-NEW ROADWAY STRUCTURAL SECTION --CORING LOCATIONS SEE TABLE SHEET 3 I ' -7 .. .ALLEY 0 10 00 STA. 1Z:A -~~~ I R.C.E. NO. 42407 6-16-95 DATE CITY -------~---.J,,,_ ___ _ P. E. SEAL O'.) 1-w w I (/) w LJ.J V) 0 0 • 0 0 + (5) N LJ.J z _j I u I- <( ~ 0 0) © 0 ® @ @ (8) @ (i]) @ @ ® (fs) ® CONSTRUCTION NOTES REMOVE !2' AC INSTALL NEWPORT EXISTING DEEPLIFT AC/AB STRUCTURAL SECTION & SECTION TO LIMITS SHOWN ON NEW NO. 4TT VALVE BEACH STD-51 I -L. BOX PER CITY OF CONSTRUCT 4' P.C.C. SIDEWALK PER CITY OF NEWPORT BEACH STD-180-L. CONSTRUCT 4' P.C.C. SIDEWALK PER CITY OF COSTA MESA STD. DWG. NO. 412. C C NSTRUCT ACCESS RAMP CASE C PER CITY OF STA MESA STD. DWG. NO. 416. C NSTRUCT ACCESS RAMP CASE H PER CITY OF N WPORT BEACH STD-181-L-A. C N NSTRUCT ACCESS RAMP CASE WPORT BEACH STD-161-L-A. C PER CITY OF C NSTRUCT 'TYPE C--6' CURB AND CITY OF COSTA MESA STD. DWG. GUTTER PER NO. 312. R MOVE EXISTING CURB AND GUTTER. R LOCATE EXISTING SIGN. P OTECT IN PLACE. PLACE PLAN. PACE SLURRY SEAL OVER EXISTING A.C. PAVEMENT. R LOCATE EXISTING POWER POLE (BY OTHERS). R MOVE EXISTING P.C.C, SIDEWALK. CONSTRUCT MODIFIED (12' GUTTER PLATE) TYPE A CURB AND PER DETAIL ffi• GUTTER STREET IMPRO 15TH STREET 24+00.00 TO s 29+00.00 OF NEWPORT BEACH 7 PLAN NUMBER SHEET OF 12 R-5676-S • 1 I 1., V) :!i --J I I I ~ :s:: CD m JJ 0 JJ ~ 2 0 2 C ~ ~ JJ :::u I (JI (j) """ en I (/) 0 JJ ~ 2 G1 z C :s:: FH JJ H G 29 1- LLJ w :r.: (/) w w (/) _J I u I-· <( 2 90'.00'00' 90100'00' d>ELTA [j Ir\~: _____ ,_ ------------------ 0:: U<.:> IJJ ' u 0 <.P X . w 0 '<T + 0) N z 0 J 0 0 0 r---+ 0) 1,12 0 0 '<T lO + (l) \ \ \ \ \ 15th i ' . .:::c:., ,.JO IN . ' ,• ' <.:) i(,~· {"> "-· ,., • I u i c{,D X l • uJ ' ' z -::> 0 -:, SAN BERNARDI AVENUE 12.00' 18. 84' 12.00' 12.00' 18.84' 12.00' RADIUS LENGTH TANGENT CURVE DATA \ 30 0 0 r-- 1.n + Ci'l NO ( I l CONTRACTOR S ·1 SIDEWALK SUC1 3.5 FEET OF OBSTRUCTIONS FIRE HYDRANT MAINTAINED P 31 LL CONSTRUCT NEW OF THAT A MINIMUM EARANCE FROM ALL ( l. e. MA, I LBOXES, TREES, ~TC. ) IS ALLE DETAIL SHT. 4. --. > ,, (/) 00 (') ' 0 u 0 >< 0 Ltl 0 + :z N f") 0 '') LEGEND SECTION 33+00.60 il 10+00.00 i (f_ INT ([~~ 19 o:· u D OJ ' u 0 w X w 0 r--z + (\) 0 l'0 -, PREPARED BJ, '. UMA 0:: u u.J 0 0 0 r--+ o, 0 J <( LLVJ w 0-s;: - >-1->-<( 1--1--· o:: I i---o -:v, (.)Q_ UO 3: u u..11 z 7 32' REDLANDS AVENLJE ENG i NEER I NG, I NC. 17762 Cowan Street Irvine, Cal lfornla 92714 KREUZER ~ "" ;:x, Phone (714) 660-0101 6-16-95 DATE P. E. SEAL 3: ' (/) 00 D ,, u 0 0 X • w z 0 7' 34 _J <(I- W LL (/)- _J >-a.. a::w en 0 Cl'.'. LJ.l 0 ::ioz _J 0 f-"' (l)Z- (l) -~-w + Cl <.:> <.> w l'0 zww "' LJ.l IJJ (I) I (/) 7 * w w V) 0 --e -' 0 ,, ,, . a. ,_ C 0 . --W'v-----• 0 0 + ~ I") • --,~-::::;;:::-•. ;,?1DS"rf - <( f- t/) { "·,,J --• ) STA. D D w z _J I u I- <( 2 STREET 15TH 29+00.00 0 ® 0 ST TO CONSTRUCTION NOTES REMOVE EXISTING AC/AB STRUCTURAL SECTION SECTION TO AND PLACE 12' LIMITS SHOWN AC DEEPLIFT ON PLAN. CONSTRUCT 4" P.C.C. SIDEWALK STD-180-L. OF NEWPORT BEACH PER CONSTRUCT 4' P.C.C. OF COSTA MESA STD. SIDEWALK PER DWG. NO. 4 I 2. CITY CITY C NSTRUCT "TYPE CITY OF COSTA C-6" CURB MESA STD. AND GUTTER NO. 3 I 2. DWG, REMOVE EXISTING CUFlB AND GUTTER. EXISTING SIGN. p IN PLACE. C p NSTRUCT DEPRESSED ALLEY APPROACH DETAIL EB· PER p SLURRY SEAL OVER EXIST. A. C. PAVEMENT. EXISTING P. C. C. SIDEWALK. C G NSTRUCT MODIFIED ( 12" GUTTER S~WCUT AND REMOVE AND CONSTRUCT NEW CITY ( IN KIND) PER STD-142-L. TYPE A PLATE) CURB AND PER DETAIL 9· EXISTING ALLEY APPROACH TYPICAL,ALLEY SECTION OF NEWPORT BEACH C-2661 8 SHEET OF 12 A. 34+00.00 PLAN NUMBER CITY OF NEWPORT BEACH R-5676-S ____ , _________ .,_ ___________ .._ _________________________________ ___,,__ _______ _. ~f Io -' " ~ D m 0 ~ m D ~ z i D 0 ' " ·> D I : ·' ' ( • I !" 0 le ;; 0 n fl ~ :i: 0 r 0 B ~ ~ 15 z ~ z !" ~ ~ D z ~ 0 ..... }-> z C s:: OJ m :IJ 0 :IJ ~ z G) z C ~ ~ :::0 I (J1 (j) -.J 0) I (j) 0 ::IJ ~ z G) z C s:: m :IJ 0 :IJ ~ z r'."l r--T ---------------1 ---...-----t--~ --· -___ )_;_ -,...[. ___ , i---·---t _ __:_;.~ ----=-:...:: _.: __ ,..-_-;-:\. ---·t:: _-_L_;:-t.;. --r-=t·--, er -----I-~--:.'----~±--!" --·I--i=~~ _:i::: -::; ___ .:1 :-r --) '. -I --'.:.. _ ___,-'"'~ -.,;J .: -' -l--.t' -----::-•.--' --I ::___ -·~ --__ ;:-1.:::.._J: .. : J :-t -J -1 :: -L :..:.;:r:...._,. i-J. ~ --"(_ -I -=-t.:::-::.:~-s :-:r::-.:_·_r:_-_.;;;,. ~-:. _.,__ ___ 1 ___ .,,-_--:-___ -< --L,_-:::j_::-::. -_j·-~ ! ::c.:.:: -~ ---+-':::. ,.L~ ' -T-+-+-~'-~--, _____ c._:=r:111.-'. -+----. . +=,=-,-l r -·r~·· .,.---1 ---:::L -------------1--------J:--....i·-4-----~~f:=----~·--1---1---------t··--F---'---tt::-~---i---••-•< -, -.1 -----~---·--r---1-,--J..--· ---·--i:s.:J.~ ;tr., ••• ,.,.. --,-(-----~----, iu ·----•10----,----' .:i •• 1:.-~C'"---±----+---f ~ ---·'--·1~-C-+---:f:-i:·--~-•-t" -•-=:-.:: ___ ,_:_f'•-· -+--1-~ ,JC'1---=....,:.__-=...-_;;:_ ---!----, --: ----:::.::.:::..--__ , __ ~ __ __, ___ --:;-_:_ -=---=i==~-= , __ , --=---·-----1=-=i: -~----c---1------------_,_ "--r-·-r:--"'-~--• ~ ;:i------,} -" ----------~~ ;,.,)-~----_L_ --------. --n -------, -------r--. --. ---1 ~ • -,--• ---- - j__ 1-' --f{lc. 1-----j:_ __ 'fi'_ -f __ t ---·j F -• c:c --+--:}:: L -~-----'!¥ ,.; .. b·cc_ -L --1 .. tee. 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' 4 . <-:::: ---_q __ --' --J_ -- __ _ ____ t . __ ,_ E--__.~ --_---=i -+ -r -;t -· ~Sc=f⇒,-c=.-i::=t=t==J==i:::cr-·t -- J I 34 00 1-w w I V) w w V) 0 0 • 0 0 + <::I' jY) • <( I- V) --·-·' ;'.:'..'.....:.., ' ' ,,, __ .,. 0 U1 0 w U1 0 r---D.. 0 • et: (l') D.. N --~---·-· "(; •,; " "I -- \~ .,.,. w z -,.,-~'-il:.L 1.l I';, '·l ,_r~:~)._c~·,_· _, ___ _ 31..i-S.t: _J 90"',00' 00" 90°100' 00' DELTA 0 ' u r---x • ll1 "" + "I" ,..., z 0 J I 2. 00' I 2. 00' I 8. 84' 18. 84' RAD I US LENGTH CURVE DATA 0 I ·. ,! I i I i, ·, ALLEY I 2. 00' 12. 00' TANGENT 0 00 r---+ "" l"0 35 -.c 36+30.(0 10+00. 0 ct) a:: u co 0 <.O 0 0 + <J) "' 36 15th ST RIVERSIDE AVE 0 0 0 r---+ 0) 'n ,-1..__. : : .,_ :,() i l C ox,: I 'C 0 L1..l ': r-- lf) lz ' ,- + 0 (J) -") ' n '\ C I r6 EXIST RIVERSIDE A\/ENUE cc u CD 0 0 LEGEND 7 ct: u w 0 co <P t0 * '~2O' 37 ---------------"' ""-~:'ft, ~ •••• ;--;>-la• ~(-1->*-~-o-~-l-R~--~-To-R-1-,11-A-L_L_c_"o-~JsrRucr NEW-·1 1 SIDEWALK SU THAT A MINIMUM OF 3. 5 FEET OF r LEARA.NCE FROM AL.L I OBSTRUCT I ON. ( • e. MA l:LBOXES, J FI RE HYORAN S, TR~ES: ETC;.) _IS ~7 :-:,:_:;_J-NEW ROADWAY ~-STRUCTURAL SECT!ON MA I NT A I NED E !:.__ D ~-r A I =-t-' ~2:_ __ ~'. CORING LOCATIONS SEE TABLE SHEET 3 0 0 o· rn o + l"0 t---II ,..., :.,: 20' STREET '' ALLEY PREPA!,ED BY• UMA ENG I NEER I NG, I NC. 17762 Cowan Ir-vine, Cal Phone ( 7 I 4) Si-r-eet ifornio 9271LI 660-0101 IIBft 6--i6-95 R.C.E.. NO. 42407 DATF. P. E. SEAL EX TO 0 0 0 L{) + 00 I") X w z 0 ...., DRIVEWAY_) REMAIN 0 ' u 0 ox w 00 co z + 00 "' 0 ...., STA. CITY PP, 19 39 0 1-w w I V) w w V) 0 0 --.. ···-----' " " " 0 .3 0 + " en jY) " <( 1- (/) w z _J :r (_) I- <( 2 STREET 15TH 34+00.00 0 0 0 ST TO s CONSTRUCTION NOTES AC/AB STRUCTURAL SECTION AC DEEPLIFT SECTION TO PLAN. REMOVE EXISTING AND PLACE 12' LIMITS SHOWN ON ADJUST MANHOLE NEWPORT BEACH TO GRADE STD-11 I --L. PER CITY OF I NS TALL NEW NO. OF NEWPORT BEACH 4TT VALVE BOX STD-51 I --L. PER CITY ADJUST UTILITY AIR VAC TO VAULT, GRADE. HANDHOLE, CONSTRUCT 4' P.C.C. OF COSTA MESA STD. SIDEWALK PER DWG. NO. 41 2. OR CITY C--6' CURB AND STD. DWG. CONSTRUCT 'TYPE CITY OF COSTA MESA GUTTER NO. 3 12. REMOVE EXISTING CURB AND GUTTER. PROTECT IN PLACE. PER DRIVEWAY APPROACH BEACH STD-I 63--l. CONSTRUCT RESIDENTIAL PER CITY OF NEWPORT RELOCATE EXISTING MAILBOX. ADJUST WATER METER BOX TO GRADE. CONSTRUCT MODIFIED GUTTER (12' GUTTER TYPE A PLATEl CURB AND PER DETAIL APPROACH AND (IN KIND) SAWCUT AND REMOVE EXISTING ALLEY CONSTRUCT NEW TYPICAL ALLEY SECTION PER CITY OF NEWPORT BEACH STD-142--L. C-2661 A. 39+00.00 9 PLAN NUMBER SHEET OF 12 OF NEWPORT BEACH R-5676-S ; z C ~ ~ JJ ;;; L-------' I D 5 ....D ::::0 I -u, "\ 0) 0 "t'I <µ -...J en I (j) Cl I z G) z C ~ ffi JJ L K 0 39 1-w w I l/) w w l/) 0 0 • 0 0 + (JI l'0 • <( f-· V) w z _J :::r:: u I- <( 2 90• PO' 00" 9o•bO'OO' D LTA a:: u w 0 <.O I'-· + a, r'i q-_ L er: (!) u, 0:, u ox ow ~z + -oO _..., rr. u<.:> (]) '-u 0 <.OX w 0 ,.., + a, l"l z 0 ----:, '' i -1-' '/1 ;-;J-['• l I I ; ,( 111 ,o :o I • __ r-- Ul{) I-·+ i(Jl I., 25. 00' 39.25' 25.00' 39. 25' 25. 00' 25. 00' RAD I US LENGTH TANGENT CURVE DATA • 0 0 l'-- l{) + (J) 40 u.. Le. o o I 0+45. 00 ECR ~==- 40+03.60 BCR • • -" -_ti -·----------r::. -·G.J./ __ I 5t,h: -i. NOTE: (I) CONTRACTOR SHA SI OEW/1LK SUCH 3.5 FEET OF CL OBSTRUCTIONS ( FI RE HYDRANTS, MAINTAINED PER 41 ell 0 CJ X Lu C) 0 + 0 ox Lei 0 oz + 0 '1' -:, 0 tl) r'i 'Vil I , " ·- ALLEY CONSTRUCT NEW I ,AT A MIN I MUM OF RANCE FROM ALL . e. MA I LBOXES, REES, Ere.) Is ETAIL A, SHT. 4. '-------+-----------------------------------------------------------------------1-·1---...... .,....... .... __.,,._.,.._.......,,,,..~,~-.----- 0 co + 42 GARY LEGEND ~7--NEW 1·10ADWflY ~;~:~ STRUCTURAL SECl'ION ·~ --CORI NG LOCATIONS ~p SEE TABLE SHEET 3 F>LACE (l'. uo CD,, u 0 <.0 X Ld ' ) ' I LI.I > < I- I/)<( z C L!.J +-,::, ,no -<2 I,_ ___ , o[7i JOI_~ 0 J1 l-) '' : I 4._ ~~' i; />/ 1.tlj i '-1.J t ! I J)1 EXIST mJ ~, EL tl!IODENA t,VENUE 6-16-95 DATE DONALD P E. SEAL PLACE 1-w w I V) 0 0) ® © G) @ CONSTRUCTION NOTES ·---------- EMOVE EXISTING AC/AB STRUCTURAL SECTION ND PLACE 12' AC DEEPLIFT SECTION TO LIMITS HOWN ON PLAN. DJUST MANHOLE TO GRADE PER 1 EWPORT BEACH STD-I I I -L. CITY OF NSTALL ITY OF NEW NO. NEWPORT 4TT VALVE BOX PER BEACH STD-51 I -L. DJUST SURVEY MONUMENT TO GRADE. ONSTRUCT 4' P.C.C. SIDEWALK F NEWPORT BEACH STD-180-L. PER CITY ONSTRUCT 4' P.C.C. SIDEWALK PER DWG. NO, 41 2. F COSTA MESA STD. ONSTRUCT ACCESS RAMP CASE C PER OSTA MESA STD. DWG. NO. 416. CITY CITY OF ONSTRUCT ACCESS RAMP CASE C PER CITY OF I EWPORT BEACH STD-181 -L -A. ONSTRUCT 'TYPE C--6' CURB AND ITY OF COSTA MESA STD. DWG. GUTTER PER NO. 312 . EMOVE EXISTING CURB AND GUTTER. ELOCATE EXISTING SIGN. ------------< w ELOCATE EXISTING FIRE HYDRANT. STA. CITY z _J :::r:: u f- <( 2 ELOCATE EXISTING POWER POLE <BY OTHERS) . DJUST WATER METER BOX TO GRADE. EMOVE EXISTING P.C.C. SI DE'IIALK. ONSTRUCT MODIFIED UTTER (12' GUTTER TYPE A PLATE) CURB AND PER DETAIL 8· P,WCUT AND REMOVE EX I ST I NG ALLEY APPROACH AND ONSTRUCT NEW TYPICAL ALLEY SECTION (IN KIND) ER CITY OF NEWPORT BEACH STD-142-L. C-266I STREET IMPROV MENTS 15TH STREET 39+00.00 TO s· A. 44+00.00 OF NEWP RT BEACH 10 PLAN NUMBER SHEET OF 12 R-5676-S 0 2 C s: CD m ]J 0 ]J ~ 2 G') z C ~ CD m ]J ::::0 I (J1 (j) ---J en I (J) 0 ~ ~ z G') 2 ~ ffi ]J ) ....... -' ' / 0 ]J ~ z , I Ii . ' ' ( ) 0 1-w w I V) w w V) 0 0 • • <( I- t/) w z _J :c u I- <( 2 44 ~ELTA RAD I US LENGTH CURVE DATA -·' cd f-· ALLEY TANGENT 45 POWELL PLACE 0 (j) 0 1'1; ' I ! I d < ! X w " z 0 --:, 46 0 0 C- LO + m 0 0 r X L,J z 47 AVENlJE ( I ) *NOTE: SHA CONSTRUCT NEW CONTRACTOR SIDEWALK SUCH fATAMINl 1MLIMOF 3. 5 FEET OF CL~ .RANCl~ FRdM ALL OBSTRUCTIONS ( .e. MAILBOXES, FI RE HYDRANTS, "REES, ETC. ) IS MAINTAINED PER ETAIL A, SHT. 4. LEGEND [~8]-~ NEW ROADWAY ~~-STRUCTURAL SECT I or~ -CORING LOCATIONS SEE TABLE SHEET 3 0 ' u 0 ox , Lil 0 lDZ + --r--o s:r.., 48 AL DEAt\J PLACE SAWCUT & RE TO LIMITS CONSTRUCT 'i ,-- I, " ,. I .it ALLEY I ' ii '1 fl ! l ' ' i ~*~~~~:~~=~•~y~c. '" ·-~" •. c. ,,_ '. ,_·_ ~) J ' ~ D D " 0 tnX .w r<) t-Z +-roO -s:r, ~-..'.'.-'1f-::-_ _,,,B"''1 • • " 00 N 1-w w I V) w w (/) 0 0 • 0 0 + en '<;I"" • _J I u I- <:( 2 0 0 G) 0 © C NSTRUCTION NOTES REM I 2' VE EXISTING AC/AB STRUCTURAL SECTION AND PLACE AC DEEPLIFT SECTION TO LIMITS SHOWN ADJl ST MANHOLE TO GRADE PER CITY OF NEW ORT BEACH STD-I I 1-L. INSTALL NEW NO. 4TT VALVE BOX PER CITY OF l>lEWPORT BEACH STD-51 1-L. ADJUST UTILITY VAULT, HANDHOLE, OR A IR VAC TO GRADE. CONSTRUCT 4' P.C.C. SIDEWALK ST0-180-L. OF NEWPORT BEACH PER CITY REL CATE UT IL I TY VAULT <BY OTHERS). CON TRUCT ACCESS RAMP CASE H PER CITY OF NEW ORT BEACH ST0-181-L-A. CON TRUCT ACCESS RAMP CASE C PER CITY OF NEW ORT BEACH STD-181-L-A. CON CIT TRUCT "TYPE C-6' CURB AND GUTTER PER OF COSTA MESA STD. DWG. NO. 312. REM VE EXISTING CURB ANO GUTTER. CON TRUCT CROSS GUTTER PER CITY OF NEW ORT BEACH STD-185-L. SAW UT AND REMOVE EXISTING CROSS GUTTER. CON TRUCT MODIFIED TYPE A GUT ER ( 12' GUTTER PLATE) CURB AND PER DETAIL. REM VE AND REPLACE BRICK LAWN EDGING ( IN KI ND) . ON PLAN. C-2661 .--------------------------,-.-----~·--------------,---------------------,----------+-----------------------..---------------1· PREPARED BY• UMA ENG I NEER I NG, I NC. 17762 Cowan Street 11-vine, F'l,orie < 7 ! 4 l Cal lfornia 92714 660-0101 Uhi&a 6-I 6-95 R.C.E. NO. 42407 DATt. STA. CITY STREET EMENTS 15TH ST EET 44+00.00 TO S A. 49+00.00 OF NEWPORT BEACH I I PLAN NUMBER SHEET OF 12 R-5676-S P. E. SEAL. L , _ _... _________ ,_, ·-----------------------------------------' • ' I . i 0. ..., - ,. ____ / z C s:: CD m II 0 I z Ci) z C s: CD m II :::0 I (J1 (j) \-.J !m I (/) C, II ~ z G1 z C s:: Hl II ) \ i' / • ·--·---cl==:c=~=t:'.::=i +-+--< c:::;::~==:! :::!;:==t::=,• ·=+~· ==c.;c;;gf;;~~•J=c:±~ ·.~±::::±c=t:::'.::b: c--+----t--,--..._,_":.:!=t===i===l =+-c+---~rcc~~;:~Ji 49 1-w w I U1 w w V) 0 0 • 0 0 + C) "'3'" • <( I-· U1 w z _J I u I- <( 2 15th 0 ,-yL 0 i r-- L() + 0) SAWCUT & TO LIMITS CONSTRUCT 50 MICHAEL I : t REMOV '-'RX PCCi NECES-tl,~Y NEW R 'ij - PLACE ! :l:,ifvi 11 "J ' 51 " : ' ALLEY SAWCUT & REMOVE TO LIMITS COMSTRUCT EX PCC NECESSARY TO NEW RAMP~--- 61 c'i-". ·i::- " \ -/ -, ' • ~"-" ,. i ! I i l EXIST 53 54 CONSTRUCTION • " . •..J-•------•---~-~-~-,.__,,__.,_'L_."!_-~....,..._·,:c-c·•c-c-:-'""t"]"'(":·_-.-c-c'c:a-'-"C.:.~CCJ•c r, -,,,,,.,,,..,.----':..,,---------___ / ___ -----~---•-· I( END HOADWAY l CONSTRUCT I O~J -:·./ ": • / ·-~~ i l • 7,. / "", ~ _ _,,_ ·:.,f t V z ' ·,~/ \•· >,-0. <.(-· 3:t-o ou 0 <(:=l • 00::: 0 O:::t- (/) 0 © CONSTRUCTION NOTES ----· ~---+·-- REMOVE EXISTING AC/AB STRUCTURAL SECTION AND PLACE 12" AC DEEPLIFT SECTION TO LIMITS SHOWN ON PLAN. ADJUST MANHOLE TO GRADE NEWPORT BEACH STD-I I I -L. PER CITY INSTALL NEW NO. 4TT VALVE BOX BEACH STD-51 1-L. OF NEWPORT P.C.C. SIDEWALK BEACH STD-I 80-L. CONSTRUCT 4' OF NEWPORT CONSTRUCT ACCESS NEWPORT BEACH RAMP CASE STD-181-L-A. CONSTRUCT ACCESS NEWPORT BEACH RAMP CASE STD-181-L-A. IN PLACE. E C PER PER PER PER OF CITY CITY CITY OF CITY OF PROTECT RELOCATE RELOCATE EXISTING WOOD PLANTER (IN Ki ND> POWER POLE TIE-BACK (BY OTHERS). FULLERTON AVENUE * NOTES: IRVINE AVENlJE + oz ,q· zo LOWU C-2661 D LTA RADIUS LENGTH TANGENT CURVE DATA ( I l (2) CONTRACTOR SHALL AND INSTALL ROOT OETA IL EB· CONTRACTOR SHALL C SIDEWALK SUCH THAT .T PRUNE "tR I ER PE.R ISTRUCT NEW MINIMUM OF 3.5 FEET OF CLEARA~ E FROM ALL OBSTRUCTIONS I.e. MAILBOXES, FI RE HYDF{ANTS, TRE • S, ETC. ) IS MAINTAINED PER DET IL A, SHT. 4. '-------------------+--------.......... ~- LEGEND l:'. .• ::J--NEW ROADWAY 6-~~~ STRUCTURAL SECTION ---CORI NG LOCATIONS SEE TABLE SHEET 3 '-------+-------------------------"-------·-------------------------------·--+---------·----------+----------·-------- PREPARED LIMA ENG I NEER I NG, I NC, 17762 Cowan St,eet 1,vine, Cal ifo,nla 92714 Phone (714) 660-0101 6-16-95 DATE STREET IMPROVEMENTS 15TH STREET STA. 48+75.00 TO VINE AVENUE CITY OF NEWPORT BEACH P. E. 12 PLAN NUMBER SHEET OF 2 R-5676-S • j ~ I '. i • z C s: [II 93 0 JJ ~ ~ z C ~ [II m JJ ._ ____ _. - 0 JJ ~ z GJ z C I ) 0 JJ ~ z -=-