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HomeMy WebLinkAboutP_5260_SCITY OF COSTA MESA v1CTORIA ST 17TH ST ~ <C ~ Q_ er 0 0) ~ I PENINSULA PARK PR OJECT LOCATI ON VICINITY MAP NOT TO SCALE SYMBOL LEGEND • POWER POLE oco SANITARY SEWER QEANOUT (s) SANITARY SEWER MANHOLE t? FlRE HYDRANT JOHN WAYNE >J AIRPORT p, 1''f; lf:.t )- UNWERSITY ABBREVIATIONS (IN ADDITION TO GREENBOOK SECTION1-3.2) ARV AIR RELIEF VAL Vf. BU< BLOCK eves BEGIN VERTICAL CURVf. STATION BVCE BEGIN VERTICAL CURVf. ELEVATION Cl CAST IRON CD CURB DRAIN CNS CITY OF NEl'lf>ORT BEACH 'l CONSTRUCTION STATIONffi LINE BAYVIEW PAR K PROJECT LOCATION ~~~~_;__.j;' PUBLIC WORKS DEPARTMENT PARK IMPROVEMENTS PENINSULA PARK & BAYVIEW PARK C-7226-2 . ,, APPROVED: DATE: '11/ahllb, -DAT8 2-1s-1~ MARK VU~OJEVIC, P.E. DEPUTY PWD/CITY ENGINEER R.C.E. NO. 61527 , HJ WATER METER BOX & SERVICE CL CLASS □GM GAS METER CLR CLEAR CA TV CABLE TV - ~ PENINSULA PARK J _ --'-"c~ )!-' ~ -®- -x-x-x- VALVE POWER POLE ANOlOR MONUMENT FENCE BLOCKWALL ~ TREE (] {J SHRUBBERY = = = = ASPHALT PAVEMENT I • I CONffiETE r///////// a BUILDING _ _ _ _ EXISTING CONSTRUCTION --- -PROPERTY LINE NEW CONSTRUCTION -. -<r__. -CENTERLINE --S --SEWER LINE -w--WATER LINE -GAS-GAS LINE -E--POWER LINE -T--TELEPHONE LINE -TV -CABLEV1SION LINE CO CLEANOUT DWY. TX. DRIVf.WA Y TOP OF "X" E ELECTRIC (SCE) EXIST EXISTING FM FORCE MAIN FE FLANGffi END FH FIRE HYDRANT FL FLOW LINE FLG FLANGE GB GRADE BREAK GE GROVffi END GV GATE VALVE G GAS IP&T IRON PIPE AND TAG MB MAIL BOX MILS MILLIMETERS MIN MINIMUM MJ MECHANICAL JOINT SHEET 2 NG NATURAL GROUND NTS NOT TO SCALE NW NORTHl'l[STERLY NO NUMBER PE PLAIN END PP POWER POLE PROP PROPOSED RET RETAINING RWV RESILIENT WEDGE VAL\£ SCE SOUTHERN CALIFORNIA ffilSON SCH SCHEDULE SCO CLEANOUT (SEWER) SHT SHEET STL STEEL CL CONSTRUCTION STATIONED LINE SQ SQUARE S SEWER STL STEEL T TELEPHONE TV CABLE TELEV1SION W/ WITH W WATER ELECTRICAL MANHOLE RECORD DRAWINGS D: STREET LIGHT SIGN CD @) 0 "' STORM DRAIN MANHOLE TELEPHONE MANHOLE POST These RRord Orawlniga hove b1ai prepared band on lnformcitlon BUbmlttecl, In part, by othera. Whlle th!■ Information 11 blllleYed ta be reliable. City of N■wport Beach I■ not reapon■lble for Its accuracy, nor for erron or omlaalon■ whldl may ha.,. bHn incorporated Into the■e plans aa a reaull DIAL TOLL FREE 1-800-277-2600 AT LEAST TWO DAYS BEFORE YOU DK: UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA o DRAIN OPENING BASIS OF BEARINGS: PENINSULA PARK; THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNLA. COORDINATE SYSTEM, ZONE 6, NAO 83 EPOCH 2010.00 AS OETERMINEO LOCALLY BY A LINE BETWEEN POINTS 1 AND 2 BEING SOUTH 55·47•17• EAST AS DERIVED FROM GEODETIC VALUES PUBLISHED BY CALIFORNIA SPATIAL REFERENCE CENTER (CSRC) AND/OR NATIONAL GEODETIC SURVEY (NGS), RESPECTIVELY. BASIS OF BEARINGS : BAYVIEW PARK; THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM, ZONE 6, NAD 83 EPOCH 2010.00 AS DETERMINED LOCALLY BY A LINE BETWEEN POINTS 1 AND 2 BEING SOUTH 64"39'42" EAST AS DERIVED FROM GEODETIC VALUES PUBLISHED BY CALIFORNIA SPATIAL REFERENCE CENTER (CSRC) AND/OR NATIONAL GEODETIC SURVEY (NGS), RESPECTIVELY. --- --- INDEX MAP NOT TO SC ALE 0 Q () ..,. - -.,.. - ' SHEET 3 ... \ ) ._ \ PELICAN CT ; ~--~/~)L. I ''~----~---....... I I ' , ',l, , '1 I I -- - . . ---- SHEET4~ F IEWPARK I I I . . . ------ INDEX MAP NOT TO SCALE I .,.. . I - I I I ' i ' J , . s ' ... ~ ·)ll ' ! • -~ EMERGENCY TELEPHONE NUMBERS DAY NIGHT BENCHMARK: PREP ARED BY: REvlE\\ED: APPROVAL RECOM~ENDED: (600)-624-8153 (800)-624-6153 PENINSULA PARK -TEMPORARY BENCHMARK. (800)-611-1911 (800)-611-1911 POINT 1, PK NAIL MARKED "METZ SURVEYING CONTROL POINT" 611 611 Elevation = 15.22 (949)-644-3011 (949)-644-3717 BENCHMARK : (714)-962-2411 SOUTHERN CALIFORNIA GAS COMPANY 320 MAIN STREET @; ~~~ a ~ SOUTHERN CALIFORNIA EDISON COMPANY UNIT o ~ '\le, RICK KREUZER ATLT f£ RICK A KREUZEB._ \~ a. SEAL BEACH. CA 90740 ~ ~ R.C.E. NO. 42407 OTY OF NEWPORT BEACH (UTILITIES DEPARTMENT) ~ '0 • 42407 '" DATE 02/13/18 ORANGE COUNTY SANITATION DISTRICT roup 71 4-656•0 lbO cxo. 3-31-18 . ' ·, APPROVAL RECOM~ENDED: 1. 2. 3. GENERAL NOTES AIUL WORK DETAILED ON Tl-lESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE Will-I Tl-IE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2015 EDITION AND SUPPLEMENTS TO DA TIE, EXCEPT AS OTI-IERWISE STATED IN Tl-IE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACTS SPECIAL PROVISIONS. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN Tl-IE FIELD PRIOR TO BEGINNING CONSTRUCTION . ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 4. PROPOSED PAVEMENT AND CURB AND GUfilR SHALL JOIN AND MATCH LINE GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. 5. ANY DISCREPANCY IN Tl-IE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE IMMEDIATE A filNTION Of THE CITY OF NEWPORT BEACH PUBLIC WORKS DEPT. FAILURE TO DO SO WILL PLACE RESPONSIBILITY ON THE CONTRACTOR FOR CORRECTION. 6. CORRELATION OF DRAWINGS AND SPECIFICATIONS. ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, OR VICE-VERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICA TIED AND CALLED FOR IN BOT'ri. ANY WORK NOT INSTALLED ACCORDING TO DRA'MNGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. REMOVAL AND DISPOSITION NOTES [j] PROTECT IN PLACE. [I] REMOVE EXISTING CONCRETE PAVEMENT. (] REMOVE EXISTING CONCRETE BLOCK WALL. [±] RELOCATE EXISTING ELECTRICAL PEDESTAL. @J RELOCATE EXISTING WATER METER . [fil ADJUST WATER METER TO GRADE. [zJ ADJUST EXISTING FIRE RING TO GRADE. (ill REMOVE EXISTING CONCRETE SEAT WALL. (ill REMOVE EXISTING CONCRETE BOLLARD. [Qj SAWCUT AND REMOVE EXISTING CONCRETE STAIRS. ID] SAWCUT AND REMOVE EX ISTING AC PAVEMENT. B1j REMOVE EXISTING RAILING. ~ REMOVE AND DISPOSE EXISTING WOOD STAIRS AND WOOD HAND RAILING. CD @ @ © ® ® {J) ® ® ® G) @ @ CONSTRUCTION NOTES CONSTRUCT 4" PCC SIDEWALK PER CITY OF NEWPORT BEACH STD-180-L. CONSTRUCT PCC ACCESS RAMP PER DETAIL@:;). CONSTRUCT CONCRETE SEAT WALL PER DETAIL@. TOF /TOW ELEVATIONS PER PLAN. FURNISH AND PLACE VARIABLE THICKNESS AC OVERLAY PER SECTION B-B ON SHEET 3 (Sl-2). REGRADE ADJACENT TURF AR EA AS REQUIRED. REPLACE DISTURBED TURF AND IRRIGATION HEADS AS NEEDED. CONSTRUCT 8" AC DEEPUFT. CONSTRUCT TYPE B PCC CURB (6") PER CITY OF NEWPORT BEACH STD-182-L. COLD MILL EXISTING PAVEMENT (VARIABLE DEPTH) TO 2" BELOW PROPOSED FS . CONSTRUCT REINFORCED CONCRETE STAIRWAY WITHOUT CURB PER SPPWC STD. PLAN NO. 640-4 AND DETAIL !T\. DIMENSIO* PER PLAN. STAIR GROOVING PER "37 DETAIL t[7· FURNISH AND PLACE METAL HAND RAILING, TYPE A, PER SPPWC STD. PLAN NO. 606-4 AND DETAIL® CONSTRUCT REINFORCED CONCRETE ®RWA Y PER SPPWC STD. PLAN NO. 640-4 AND DETAIL . (W=4'; L=@=12"; R=4"; C=B"; L=6'). STAIR GROOVING PER DETAIL . PLANT GROUND COVER AND SHRUBS IN DISTURBED AREA TO MATCH ADJACENT PLANT MATERIALS. CONSTRUCT 4" PCC SIDEWALK l't4TH DIAMOND SCORING PER DETAIL®. ro 3-0 w z ci5 z 0 ~---------------------------1~ m SHEET INDEX -m • ~ v, 1-----------------------------1--c 1 TITIJE SHEET 2-3 SITE IMPROVEMENT PLANS -PENINSULA PARK 4 SITE IMPROVEMENT PLAN -BAYVIEW PARK 5-6 CONSTRUCTION DETAILS -"' "' ~ / J'l C • E 1..---------------------------1 ~ e C-7226-2 PARK IMPROV EMENTS a. E l714)-542-6222 (714)-644-6222 BA)'.YIEW PARK -TEMPORARY BENCHMARK. 600)-422-4133 (800)-422-4133 POINT 1, MARKED "X" IN SIDEWALK 949)-574-1000 (949)-631-1200 Elevation = 59.77 NO. DATE TIME WARNER CABLE <0, DESIGNED RK DRA\\tl MH UNDERGROUND SERv1CE AILERT A ~ 02/13/18 / / / / -J\c~ OlECKED DATE 02/13/18 02 13 18 02 13 18 _M_c_W1J _______________________________________________________ D_Es_c_R1_P_Tio_N_oF_RE_vi_S1_o_N_s_ ..... A_PP_R_o_V1E_o ..... _R_.c_.E._N_o_._42_40_7 ________ o_A_TE_ ..... ______ ...... i... __ .;.R;;.;K..1.,_.;.02;.;./_13;.;./_1s;;,L,_0_A_TE_,_-_-_-_~_-_~_-_-_-_-_-_-... L,.D_A_TE_,~~~-~--_~_-_-_-_-_-_-.... _0_A_TE_,.::::.::::::~~~--...&-P-U_B_L_1c_w_o_R_K_s_D_E_P_A_R_T_M_E_N_T_._s_HE_E1_1 __ 0F_6 ...... ~ (17.48 FS) JQ]r,rEXl (17)13 FS) JOIN EX. _OIIS[EX. •. •. -.) . ; r.s'i .• ".·,---· 24.50 LF SEAT WALL TOF-= 15.65 W=15' T=12" R=5" S=24" .""lsi ... -ll . ·'" • 12 •• . . , 4 · 1.: ).- >< . ).}, --., UJ • z ' lb • ·., . ,. 6 " -: 4 • -, .ff--_ . ). ' . . if .. fil.40 FS1 •· _EX j QOJJSI E ~ "' ~ 16.25 FS 24.50 LF SEAT WALL ~I ,::1 o 1-i C\! "'I "' UJ ~ W I II u.l LJ.. ..J 0 0 f- "' «i ~ 0 DEMOLITION NOTES [j}-PROTECT IN PLACE. 0-REMOVE EXISTING CONCRETE PAVEMENT. [fil-REMOVE EXISTING CONCRETE SEAT WALL 0--SAWCLJT AND REMOVE EXISTING CONCRETE STAIRS. §-REMOVE EXISTING RAILING. CONSTRUCTION NOTES 0-CONSTRUCT 4 • PCC SIDEWALK PER CITY OF NEWPORT BEACH STD-180-L 0-CONSTRUCT CONCRETE SEAT WALL PER DETAIL®· TOF /TOW ELEVATIONS PER PLAN. ©-CONSTRUCT REINFORCED CONCRETE STAIRWAY WITHOUT CURB PER SPPWC STD. PLAN NO. 640-4 AND DETAIL ill. DIMENSIO~ PER PLAN. STAIR GROOVING PER W DETAIL ~:t:7" Q.,_ FURNISH AND PLACE METAL HAND RAILING, TYPE A, PER ~ SPPWC STD. PLAN NO. 606-4 AND DETAIL ®· RECORD DRAWINGS Theae Record Drawings have been prepared based on information submitted In part b other1. Whffe this flformatlon is believed to be reliable, City of Newport B~ach Is ~ot y responsble for Its accuracy, nor for errors or oml1&iona which may have been incorp t d Into these plans as a result. ora 8 SCALE: 1"= 5' 5 10 15 FOR REDUCED PLANS LEGEND 8] = PROPOSED CONCRETE WALK ~ -PROPOSED AC OVERLAY ~ -VARIABLE MILL EX. AC ~ = AC DEEPLIFT = EXISTING CONCRETE WALK TO REMAIN {COLORED BAND 1' WIDE) = PROPOSED SEAT WALL -----PROPOSED GRADE BREAK (10.00) = EXISTING ELEVATION 10.00 = PROPOSED ELEVATION FS -FlNISH SURFACE LP -LOW POINT HP -HIGH POINT TC = TOP OF CURB GB TOF TOW = GRADE BREAK = TOP OF FOOTING -TOP OF WALL C-7226-2 (/) f-z w :::1: w > 0 0::: a.. :::1: :::s:: 0::: <( a.. "' 0, 0 00 0 N '-._ st '-._ N 0 C " ID > 0 L 0 E 'f D .------------------------------------------.-----"'l"------------"'l"---.----------... ---------------------1 '\-"' 0 PARK IMPROVEMENTS PREPARED BY: 320 MAIN STREET UNITD SEAL BEACH, CA 90740 REVIEWED: a~ l---+---l-------------1----1 APPROVAL RECOMMENDED: DATE: RICK KREUZER PATRICK ARCINIEGA R.C.E. NO. 424071--4---!-------------!----I ---SE.;._N;_IO;_Rc.:Cc.:l..;Vl..;.L ...:;E;_NGl=NE;_E_R __ I 02/14/18 RCE 70740 SITE IMPROVEMENT PLAN PENINSULA PARK IMPROVEMENTS 0 / r 0 D • w L 0 Q_ roup 714-656-0160 a ~ 02114118 DESIGNED RK DRAWN MH 1 1 c1Tv oF NEWPORT BEACH P-s260-s 1----------------------1[ z I 0, R.C.E. NO . 42407 DATE CHECKED RK DATEQ2/14/18 NO. DATE DESCRIPTION OF REVISIONS APPROVED DATE _ ___c0:.::2"-14--'---'-18c.....__ PUBLIC WORKS DEPARTMENT SHEET 2 Of 6 / ...., ____________ ....., _______________________________ L... ...... ..;... ...... _________ ....1, ____ ---''----"'--------...... ....i.-....i.----------.....1------..__ _______ ...a.;;;.;;;;;;. .......... ....1 '-' B' 7' CLEAR FS PER PLAN FS PER PLAN --- 1' SECTION A-A NTS 1' -7--------- "" ~i e ". .7TFS 11\fElr , I FILL SAND (BY OTHERS) \ BEGIN SCORING 12.00 LF SEAT WALL OF= 14.6.U 82.38 LF SEAT W}.LL TOF = 13.75 TOP OF SOIL " 8' z (!) s:~ Ow >-lL "'N "'"' r---: ari ~~ Im I(!) I Tl-~ ,,.-,,.- ~1 ,,.,. ,,.- TO = 1 .60 90.00 LF SEAT VJA_[L 6' 8' TOP OF SAND 1.50% - SECTION B-B NTS SCALE: 1 "= 20' 0 20 40 60 • • _J _J ~ ' • z • Cl (!) ~ z ~ w w cc en in >-lL >-lL "'0 "' 0 ""' " "' r---'. lO ,-.: .,; ~~ ~ ~ 8' OPENING fi~ • • . .. ,- LFSEATWALL DEMOLITION NOTES [D---PROTECT IN PLACE. II}-REMOVE EXISTING CONCRETE PAVEMENT. [I}-REMOVE EXISTING CONCRETE BLOCK WALL [I}--RELOCATE EXISTING ELECTRICAL PEDESTAL. [I]--RELOCATE EXISTING WATER METER. ill-ADJUST WATER METER TO GRADE. [I]-ADJUST EXISTING FIRE RING TO GRADE. 0-REMOVE EXISTING CONCRETE BOLLARD. [DJ-SAWCUT AND REMOVE EXISTING AC PAVEMENT. RECORD DRAWINGS These Record Drawings hove been prepared based on Information aubm ltted, In part, by others. While this information ls believed to be rellable, City of Newport Beach Is not responalbla for It■ acc.uracy, nor for errors or omlesions which may hove been incorporated Into these plans os a result. j 0 (l 4.39 Ft:'F-.., .. ~ •~/ -_J :!Sn ~ lL I 14.00 LF SEAT WALL = 5. 0 O"R B 16.53FS 1!1 6.60 FS \I ! \ R=19-:-0G' 1.--- 17.10FS CONSTRUCTION NOTES I I I I I I 0-CONSTRUCT 4" PCC SIDEWALK PER CITY OF NEWPORT BEACH STD-180-L. 0-CONSTRUCT PCC ACCESS RAMP PER DETAIL ffi. 0-CONSTRUCT CONCRETE SEAT WALL PER DETAIL®· TOF /TOW ELEVATIONS PER PLAN . 0-FURNISH AND PLACE VARIABLE THICKNESS AC OVERLAY PER SECTION B-B HEREON . 0-REGRADE ADJACENT TURF AREA AS REQUIRED. REPLACE (;\___ DISTURBED TURF AND IRRIGATION HEADS AS NEEDED. ~ CONSTRUCT 8" AC DEEPUFT. 0--CONSTRUCT lYPE B PCC CURB (6") PER CITY OF NEWPORT BEACH STD-182-L. 70.00 LF SEAT WALL TOF = 14.25 ©-COLD MILL EXISTING PAVEMENT (VARIABLE DEPTH) TO 2" BELOW PROPOSED FS. @--CONS1RUCT 4• PCC SIDEWALK '111TH DIAMOND SCORING PER DETAIL®- LEGEND Gill = PROPOSED CONCRETE WALK C:=J -PROPOSED AC OVERLAY ~ = VARIABLE MILL EX. AC ~ -AC DEEPUFT = EXISTING CONCRETE WALK TO REMAIN (COLORED BAND 1' WIDE) = PROPOSED SEAT WALL ----= PROPOSED GRADE BREAK (10.00) = EXISTING ELEVATION 10.00 FS LP HP TC GB TOF TOW -PROPOSED aEVATION -FINISH SURFACE -LOW POINT = HIGH POINT -TOP OF CURB -GRADE BREAK -TOP OF FOOTING = TOP OF WALL C-7226-2 Cl) 1-z w ~ w > 0 er: Cl.. ~ ::£ er: <t: Cl.. '--N 0 "' s u -t 0 Q 0 ~ "' C C • Q_ I ..., (L "' '-' "' 0 / 0 w z CT) z 0 0 / w ;; • ~ en / C 0, m • 0 / m -C • E "' > ~ Q E ~ L 0 r--~~=~--------------"T--------r---------,,--,---,---------------.... ----------------------------l "i PREPARED BY: PARK IMPROV EMENTS "'o 320 MAIN STREET UNITD SEAL BEACH, CA 90740 roup 7 J 4o56-0 160 REVIE\\£D: l---+---1--------------1-----' APPROVAL RECOMMENDED: 0 a ~ s1TE 1MPRovEMENT PLAN l DATE: -K== p~~M~-m R.C.E. NO. 424071----1-----l--------------L-----ll----;::;::;="':':::-'::"-;:':::;:7,:~---1 o2;14;18 SENIOR CIVIL ENGINEER RCE 70740 PENINSULA PARK IMPROVEMENTS t 0 0 .., ____________________ ,. i z I "' a ~ 02114118 DESIGNED RK DRAWN MH c1TY oF NEWPORT BEACH P-5260-s ._ __________________________________________________________________________ .1,_...,;R;,.C;;;-;;E·_;N;;;D;;;,-_;4;;2;;,40;;;7;._ ________ _;;D;;;AT,;;E;_ ___ .J ________ .1,,;;,CH~E;;;C,..K:;ED""":RK:.,Ji,;;D;,;ATE;,;,,:0;;2~/,;;14~/ .. 1:;:.BL•N•O•. I....D.ATE.:...J..--•D•ES•C"'R"'IP•ll"'O"'N"""'DF..,R"'EVl"""'Sl"'O'"NS"""-1...AP'"P•R"'O .. VE"'D;.LD"'A•TE.:..: ;"'"'"'o"'2~/"'l4~/"'l"'B"'"'"'"'"'i_;P;,_U~B:;;L1:;;C;_,:W:_:O;,;R;_;K,:,S;:,_;D;;;E~P;,;A:;R,:_T:,:M::;E;;:N,:,T;_.1;!SH;!5ElET;.,;3~_!0F!.,!6u°S' FOR REDUCEJ PLANS "' "{, '\. )Ii,. ~'\. 0 CD • ~ct' ,s,· <b<l,, .. ,.. <b'(, .. ,.. "' -~ .. ,.. (60.41 FS) JOIN EX. (60.37 FS) JOIN EX- (60.36 FS} JOIN EX. <b<?t .. ,.. ' ' GRADING LIMIT / / _/ ' .. ' J '~60 ✓ ' I~~ ~ 7, .,q, /12 / / / \ I I I / I / I I I I GRADING LIMIT 1/ / BAYSIDE PARK 442-401-51 I ~ / / DEMOLITION NOTES OJ-PROTECT IN PLACE. §-REMOVE AND DISPOSE EXISTING WOOD STAIRS AND WOOD HAND RAILING. CONSTRUCTION NOTES 0-CONSTRUCT 4" PCC SIDEWALK PER CITY OF NEWPORT BEACH STD-180-L. @-FURNISH AND PLACE METAL HAND RAILING, TYPE A, PER SPPWC sm. PLAN NO. 606-4 AND DETAIL® @-CONSTRUCT REINFORCED CONCRETE ffiRWAY PER SPPWC sm. PLAN NO. 640-4 AND DETAIL . (W=4'; L=5'· T=12"; R=4"; C=B"; L=6'). STAIR GROOVING PER DETAIL (jj· @-PLANT GROUND COVER AND SHRUBS IN DISTURBED AREA TO MATCH ADJACENT PLANT MATERIALS. LEGEND [Z}J = PROPOSED CONCRETE WALK ~ -EXISTING STAIRWAY TO BE REMOVED ---= GRADING LIMIT ( 10.00) -EXISTING ELEVATION 10.00 FS LP HP TC GB = PROPOSED ELEVATION = FINISH SURFACE = LOW POINT -HIGH POINT = TOP OF CURB = GRADE BREAK RECORD DRAWINGS These Record Drawings how been prepared baaed on information submitted In port. by others. While thf• lnfonnatlon ia bellewd to be rellobie, City of Newport B~ch is not rnpon1lble for Its accuracy, nor for error& or omluiona which may how been incorporated Into theae plans aa o result. N ' SCALE: 1"= 5' 0 5 10 15 FOR REDUCED PLANS C-7226-2 Cf) 1-z w ~ w > 0 0:: a.. ~ ~ 0:: <( a.. "' "' O> 0 "' 0 N '-., '-N 0 0, • "U -i' D C. • m ·s A 0 D I ..., o_ (l' '-"' ., 0 / 0 w z "' z 0 u / • ;; • .c V> / C 0, 00 • 0 / 2 C • E • > e C. E ~ " 0 .-------------------------------------------------------------------------------------1'1- PREPARED BY, PARK IMPROVEMENTS 8 320 MAIN STREET UNITD SEALBEACH,CA90740 roup 714-656-0 160 REVIEWED: ----+----+------------+----<I APPROVAL RECOMM ENDED: 0 a~ SITE IMPROVEMENT PLAN j RICK KREUZER PATRICK ARCIN IEGA m R.C.E. NO. 424071---+---+-------------+-----t----'-~-"'.=.c=:_--1 SEN IOR CIVIL ENGINEER DATE, 0 2/14/1B RCE 70740 DESIGNED RK DRAWN MH " 0 BAYVIEW PARK IMPROVEMENTS C. .,_ _________________ ... i z I CITY OF NEWPORT BEACH P-5260-S "' a~ 02/14/1B -----------------------------------------------------------------....ii...-~ R-~C-~E.~N~o~.~42~4~07;... _______ ~D~=.;.. ___ .,L, _______ ,L,cH•E•cK•E•D..;,;RK....l.oA•TE•o~2~;~14~;~18;.a..N_o_.i...D•A•TE--1---D•E-sc•R-1P_~_oN_o_F_R_rn_s.1o•N•s -..L.A.P.PR•o•v-ED.L.D.A•TE•';;;; 0 _ 2 ~/;'_ 4 ~/;'. 8 ~~~~~L~P~U~B~L~IC;,..;,W~O~R~K;S..;;,DE;P~A~R~T~M;E~NT,;,_.1,;s~HE~E~T~4::..,~or:...,:6::.,J ~ 7'-0" TOP OF WALL \ (TOW) P[R PLA~I 1'-0" ;~yg~AMFER-~\ --- 2" CLR (TYP) rl)-~-~•-----------1" WEDGE sHAPEo voIDs 1 /2" BEVELED RlClSS ON PARK , ♦ #4 @ 12" (MAX)-----.__-CAST ACROSS TOP OF WALL N I CON T ', @ 6' -0" or, VO IDS SHAI I SIDF OF W.~LL. LONGITUDINAL c') ~ LI MITS OF RECESS PER DETA IL ffi6 ----------I'----.._ ,, LIN E UP WITH WEAKEND W CONST JOINT-• • ,_--,,,-----#4 @ 12 PLAN E JOlrHs AN D EXP/I.NsI0~1E9 --'------------"'L-------L / F \ JOINT LOCAT IONS PER DETAIL 6 ;,-,I ~' EXP JT / FG / FS SIDEWALK ! FILLER --,~ _ • . r FG ~):Y/):',-- -_ _;,_ ___ L__/ _____ • ____ ____.;,+~-..... --"1 1\ ~ .. -/~AM---c:-- ~~OTES: "-Y/'>»>' I --~\>)>;s:'1~~ . I • D • • //, 1/ #4@ 12" CONT , /•,-,_"(, ,___\__ -'---_______ _ (TOTAL 4) I/)-~--!( TOP OF FOOTING / • --i;------.. • j · (TO,) P[R PLAN 2" ",__'--_;/>._)/_ -------"i-----'- CLR -✓~'-0' · o:: 1'-6\, -~ ,.,, d 3'-0' I ~-90% COMPA,CTED SUBGRADE TYPICAL SECTION 1. CON CF,ETE SHALL HAVE A Ml1\JI,iUM UL TIM ATE COMPRESSIVE STRENGTH OF 5,000 PSI AT 28 D/1.YS. 2 CONCRETE SHALL HAVE ls MAXIMUM WATER CEMENT RATIO OF 040 3. TYPE 11 MODIFIED OR V PORTLAND CEMEN T SHALL BE USED FOR ALL CONCRETE. 4. THE TOTAL CEMENTITIOUS MATERIAL CONTEN T SHALL BE A MINIMUM OF 750 LBS/CY, AN D THE CEMENTITIOU S MATERIAL SH.ALL CONSIST OF 80% P ORTLAND CEMENT AND 20% CLASS F FLY ASH (BY WEIGH T) 5. CONCRETE AGGREGATE SHALL CONFORM TO ASTM C-33 FOR NORM.AL WEIGHT CONCRETE 6. CONCRETE CONS TRUC TION SH.ALL BE IN ACCORDANCE WITH .ACI CODE .318 AND .ACI DE TAI LI NG MANUAL .315. 7. Dl I"1E N SIQr✓S LOCATING RE INFORCING BARS ARE CLEAR AND DENOTE CONCRETE COVER.ACE TO REINFORCING BARS, UNLESS OTHER~ISE NOTED 8. ALL BAR CLEARANCES TO ADJACENT FACE OF CONCRETE ARE 2", UNLESS OTHERWiSE NOTED. 9 .ALL REIN FORCING STEEL SH.AL L BE EPOXY COATED. 10. CONCRETE SHALL BE NATURAL COLOR WI IH MUJIUM SAND BLA.ST FINISH. TO P OF WALL SHALL REC EIVE A Slv100TH SACK Fl fJIS H FOR SFATING. 11. SUPPOR T REINFORCI\JG OFF GRADE WI TH DENSE CONCRETE B LOCKS. 7 2. FOR STANDl'.RD HOOKS, LAPS .AND BEN DS, REFER TO ACI 315 D[TAILING MANUAL. 13. SACK AND PATCH ALL CONCR ETE BLEMISHES WHEN FORM WORK IS RFMOVFD 14. EQUALLY SPACE f EXPANSION JOINTS WITH SEALANT (.30 ' MAX) SEE DFTAII F ON SH FFT 6. 15. APPLY ARl~AGLAZE Al,TI-GR/1.FFITI CQ.I\TING ON EOUAL TO [NTIR[ CONCR [T[ WALL PER MANUFACTURERS SPECIFICAT ONS. CONCRETE SEAT WALL NTS FACE OF CURB f C /2 <! <J 00 d d A ~ il <J <J ~--A , <1 <l il '----A PLAN "1TS 8' <I <I d il , il <l AC PARKING LOT /SAND " <! u il :·-. -· .. •. ··,. rst~1L\:b!~~/bl'<b?~ ,, · · • -- '------6" THICK PCC -4" CAB SECTION A-A "1TS NOTES : 1) CONCRETE SHALL BE 560-C-3250 2) SURFACE SHALL HAVE A COARSE BROOM FINISH PCC ACCESS RAMP NTS RECORD DRAWINGS These Record Drawlngs have been prepared based on information submitted, In part, by othen1. Whtie this Information is believed to be reliable, City of Newport Beac:h Is not rnponalble for Its accuracy, nDf" far erroni or omlsalone which may have been incorporated tnto th11e plans as a result. S l S I , ~ PLAN 12" /f't.300 mm) S L EXPANS10~ JOINT"-i-1_ I SEE PLANS OR TPWG 606 f0R HANDRAIL DETAILS. s /'R"'1 /2~ (13 mm) TYP ; -~-· ""-!!'.:I w E:XPANS!ON JOINT #4 @ 18" ~ ' ,&-1 (H13M O 460 mm) -_ "-'-.!A, _/ o, 0/'E 1• SLOPE 2% ~ ,,. ' EXPANSON JOINT w w WALI:--..:;tl===:::==jJ j ,;7,S (§13M} r / CON·TINUOUS TYPICAL f-----j I.WALL ~ _,1-/ ,,, 018" {.,, ,.. (#I.3M@ 450 rnm) • #4 (t1-lM) UNDER EACH RISER "\......-...1+ .@ 1s· (813M @ 450 mm) 'R< (/13S) UNDER EACH RISER vg4: 12" EA WAY (#l3M Qt 300 mm) cl TYPE A TYPE B SECTION B-B SECTION C-C STANDARD PLANS FOR PUBLIC WORKS CONSlRUCTIQN 1------..-------....;.=.c.-..;...=..;.;====------'• STAND/I.RD PLAN FLlSUC, -~S ~J.MDJ.ROS. lNC. REINFORCED CONCRETE STAIRWAY Gll~<:Oll"JTTU '"' ~tV, t~!;il, ~. ZOl)(l. 2")!~ -wt·H S AN SPEOflC- 1W.IU. 1. SEE THE PLANS FOR friE FOLLO\IIING INFORM ATION: TYPE OF STAIRWAY AND LOCATION W ..-~DTH Of STAIRWAY L = LENGlli Of LANDINGS T = LENGlH OF TREAD, 11" (280 mm) MIN R "' HEIGHT OF RISER, 4" TO 7" (10□ TO 180 mm) C = 'WIDTH OF CURB S = LENGTH OF STAIRWAY FLICHT 640-4 1 ------, "f ,, 2 CONCRETE FINISH FOR. EX?OSED SIJRfACE.S SHALL B.E CLASS l. EXCEPl THAT TREADS AND LANDINGS SHALL BE TROWELLED SMOOTI-1, AND QIVEN A FINE BROOM FINISH IN A DIREC'TION PERPENDICULAR TO THE CENTERLINE Of THE STAIRWAY. THE BROOM FINISH SHALL 13E BROUGHT TO THE NOSE OF iHE TREADS ANO LANDINGS. J. ONE HANDRAIL Or:/ EACH SID;'.. IS RE9UlREO FOR STAIRWAYS 4' (l.22 m) WIDE OR LE'SS. THREE HANDRAILS ARE REQIJ~ED F"O:R ~DER STAJRWAYS. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANOARO PLAN REINFORCED CONCRETE STAIRWAY 640-4 SHEET 2 or 2 REINFORCED CONCRETE STAIRWAY NTS (9 C-7226-2 (J) 1-z w ::::E w > 0 0::: 0... ::::E ",:'. 0::: ~ ~, 0 / a w z co z 0 u / w • w .c u; / C m w w 0 / !) C • E • > 2 ~ E ~ C 0 .-----------------------------------------------------------------------------------------------•':-"' 0 PREPARED BY: reuzer onsulting 320 MAIN STREET UNITD SEAL BEACH. CA 90740 roup 11%56-0160 <CA~ 02/14/18 R.C.E. NO. 42407 DATE \'I\OfESSIOJ,~ / ~ ~ /J RICK A KREUZER ~ = ~ cc No. 42407 ::-, 9 Exp,3 31 18 * ~;C C/V\\.. ~*"<t- OF till' REVIEWED: <CA~ a----+-------+----------------+----.11 APPROVAL RECOMMENDED: PARK IMPROVEMENTS CONSTRUCTION DETAILS 0 ./ ~ u 0 w m RICK KREUZER PATRICK ARCINIEGA R.C.E. NO. 424071-------1----~------------~-----l -ce:;:;;;:;.,;:;;;,;~~~;;-------t DA=·. 02/14 /18 SENIOR Cl'1L ENGINEER PENINSULA PARK AND BAYVIEW PARK IMPROVEMENTS -c ,~ RCE 70740 DESIGNED RK DRAWN MH CHECKED RK DATEQ2/14/18 NO. DATE DESCRIPTION OF REVISIONS APPROVED DATE: __ 0_2~/_14~/_1_8 __ _ ~ , 1----------------lw z CITY OF NEWPORT BEACH P-5260-S PUBLIC WORKS DEPARTMENT SHEET 5 OF 6 I m 2" (51 mm) 16 STD Sll PIPE. RAJLS ANO POSTS CAP DETAIL NOTE 5 NON-SHRINK CROUT TOP OF' WALL 2" (51 mm) ~ SID PIPE, RAILS AND PDSlS "'- •• 1<1so mm) UP JOINTS EXPANSION JO<NT 230 mm , .. 460 mm) ~ • 0 ,_ ~ b_ 1s· 460 mm} I . SECTION A-A J \ )-SUP JOINTS •4• (J60 mm) ------ I RAILS 2M {51 mm) f STD PIP£ I i I 4• C!J;AR ~ ',,oo mm) ' POSTS 2-1;2· (64 mm) 11 STD PIPE OR 2" (51 mm) 11 EX1R1' SffiONG PIPE ' ' I • ' TYPE B ICKETS ~ 1/2" (13 mm) • S1U PIPE ' ~ TYPE C ELEVATION '4• 1_ (360 mm) ,.. ffii/--"'( 3::c60 mm) SECTION B-8 L;ffi~(~100 mm) SECTION C-C SEE CALIFORNIA BUILDING CODE FOR H.~NDRAJL AND OTHER REQUIREMENTS FOR HANDICAPPED ACCE:SSIBl.£ RAMPS OTHE:R THAN CURB RAMPS STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION PltOIU.Cot.Tl'tl "' lMr. P,HIU;-~-,«;. --'"' ~.,-.2001.-.N1<I METAL HAND RAILINGS LC WORKS COt,1SlRUC11C\'II ST ANDARO F'LJ.N 606-4 " ' 30' TOP RAIL DETAILS SHEET 3 < 4" CLEAR )'f=if'fljfl[71<~100 mm) WELD All AROUND- SEE NOTE 5 SE:£ SHEET 1 FOR BOTTOM RAIL, POSTS, PICKETS. ANO POST EMBEDMENT TYPE A TYPE C T, TREAD WIDTH 12" (305 mm) BACK OF SIDEWALK STAIR CURB HANDRAIL INSTALLATION ON STAIRWAYS (125 mm)u 3• 1 4• I7~ mml 16 mm) ~ I RIVE-ON STEEL END CAP 1/4 (6 mm)U SLIP JOINT DETAIL CAP DETAIL FOR RAIL END = 1. USE T'rf'E C WHERE ADJACENT GRADE IS MORE THAN 2'-6D (760 mm) BELOW LANDING OR SIDEWALK FINISHED SURF ACE. 2. RAILS, POSTS, AND PICKETS SHA.LL BE GALVANIZED STITL PIPE. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STAN0AR0 Pl.AN METAL HAND RAILINGS 606-4 METAL HAND RAILING NTS r 6" TOOLED BAND (BOTH SIDES) /; SEE NOTE 1. WEAKENED PLANE JOINT @ 6' OC (TYPICAL) 6' 6' 6' 6' 6' / 1 1/2" EXPANSION JOINT MATERIAL / (WALL & SIDEWALK) 30' MAX SPACING I ~6" EB (TYPICAL) LIMITS OF BEVELED RECESS ON PARK SIDE OF SEAT WALL (TYPICAL) \ \_1" WEDGE SHAPED VOIDS PER DETAIL SEE DETAIL FOR VERTICAL LIMITS NOTES: 1) SIDEWALK SHALL BE 4" THICK STANDARD COLOR CONCRETE AND TOOLED JOINT WITH SAWCUT DIAMOND FIELD AND SEAL PERPENDICULAR BROOM FINISH. 6" / / 45° DIAGONAL SIDEWALK SCORING PER DETAIL HEREON X / "- 1 .. RADIUS (TYP.) l a " el . ., " <l 1/8" D 11':- 305 mm GRIP RAIL 1" (25 mm) fl STD PIPE FRONT ~ POSTS PER SHEET 1 E I:: 305 mm FRONT rr 12· (305 mm) FRONT l.,l BRACKETS EA.CH s·-o~ (2.44 m) OR AS SHO~ ON PLANS. 1· (25 mm) \ii STD PIPE UPPER RA) 2• (51 mm) • STO PIPE TOP RAIL TYPE 1 TOP RAIL TYP E 2 RIP RAIL 1" (25 mm) Ill sm PIPE 0 0 MOUNT TOP BRACKET ABOVE TOP STAIR NOSE. WALL-MOUNTED HANDRAIL STANDARD PLANS FOR PUBLIC WORKS c;ONSTRUCTION METAL HAND RAILINGS STANDARD COLOR CONCRETE TO RECEIVE MEDIUM BROOM FINISH " ., 4" PCC SIDEWALK SECTION D-D 1-11r (40 mm) tN (25 mm) 'I STD PIPE OR APPROVED EQUAL SECTION E-E STAHD LAN 606-4 TOOLED SCORE JT @EACH TREAD---~ ½" DEEP (3 TOTAL). PAINT GROOVES CLEARLY CONTRASTING COLOR USE EXTERIOR GRADE PAINT SUITABLE FOR APPLICATION ----------¼" ¾"~) ,.,.;;...::,,. TO CONCRETE. PER CBC 11B-504.4, / PAINT STRIPE SHALL BE 2" MIN. DO NOT EXCEED 2½" WIDE WITH PAINT ----;;,i,-,---_ -::.-:---c"1)::Ll::L STRIPE . -- \ • • .4 .• ' \ "1 4 • "1 •· <i "1 4 -.. • • • .. "1 • • 4 • • ,j 4 1" FROM NOSE TO BEGINNING OF PAINT STRIPE. 1/2" BULLNOSE \ \ ---" ~ -------- STAIR GROOVING DETAIL NTS (I) Cf) 1--z w 2 w > 0 0:: Cl. 2 ~ 0:: <( Cl. n n a, 0 ro 0 N '· ~ ...... N 0 '° 0 / 0 w z 00 z 0 u / "' -. "' i 2) CONCRETE SHALL BE CLASS 560-C-3250. SIDEWALK SCORING U) / C 0, "vi "' 0 SIDEWALK JOINTS AND SCORING u NTS - NTS RECORD DRAWINGS These Record Drawings have been prepared based on inform ti b • other,. WhDe this information ia believed to be reliable ca; 0~" N:~~t4:t, '"h ~rt. by =ot~~~~• :ic:n~t~9o~c~~:rt. nor for errors or omission~ which may have b:~~ j~:a~:~ated C-7226-2 / "' -C ID E " > 0 C Q E ~ C 0 r------------------------,---------..-----------... --..... --""l"-------------"!"---... -----------.----------------------1 '1" PREPARED BY, RE"EWED·. PARK IMPROVEMENTS 8 320 MAIN STREET UNITD SEAL BEACH. CA 90740 roup 11+<>sb-0160 a~ 02/14/18 " 1-----1---+-------------+-----1 APPROVAL RECOMMENOEDc o a_~ CONSTRUCTION DETAILS { PENINSULA PARK AND BAYVIEW PARK IMPROVEMENTS RICK KREUZER PATRICK ARCINIEGA R.C.E. NO. 4240,•--f-----+-------------+----I ---::::::"::="-'C:.:.::::.C::::::C'--,-----1 ' SENIOR ClVlL ENGINEER • m t 0 Q 1---------------------1 , m DESIGNED RK DRAWN MH CITY OF NEWPORT BEACH P-5260-S 'f DATEc 02/14/18 RCE 7D740 O> TI E" 02/14/1 B 6 CHECKED RK DATE02/14/1B NO. DATE DESCRIP ON OF R ,,SIONS APPROVED DATL ---''--'-----PUBLIC WORKS DEPARTMENT SHEET OF 6 / .., ______________________________________________________________________________________ ._ ______ ...,1 .... ___ ...1, __ ,;...,;....,1,,_..1,, __ ...., ___________ .... __ .,1, ________ _.i-___________ .L;~.:..;:;:....;::..~..1 .:J R.C.E. NO. 42407 DATE