Loading...
HomeMy WebLinkAboutH_5142_SI u ES ii p:i -1--------/:/--AC::!RiS~__::AVEc::-__. ~--i----;;, z ~ ~ CITY OF COlllGE: IH<ER ,.., ~~ ""'/if, ,.,ef'qj @.> / ~ COSTA #"Y <f, I CITY ~ 11. MESA , OF ' IRVINE ~ DR, LL 0 >-f-H u VICTCR!R I IL "' ~~ , ,,___~""" ,,__ "= "--~~ ..... D PROJECT SCALE: I"= 4400' SYMBOL LEGEND • POHER POLE 10···-. SSMH \.~} MANHOLE 'd' FIRE HYDRANT [h--HM METER BOX 0---- GM GAS METER -VALVE POWER POLE ANCHOR 6 SURVEY MONUMENT -x-x-x-FENCE ==== BLOCK WALL 0 TREE 0 ---SEWER CLEANOUT AND LATERAL -= -= -= -=-ASPHALT PAVEMENT :::'::;:]:]:::::: ERICK PAVEMENT I: • ·. _._ • I CONCRETE PAVEMENT BUILDING. liHl!lfll lllllUlllll 11 Ill 11111 ::m::::::m:m::::::rn:rn: EXISTING HOOD DECK ----EXISTING CONSTRUCTION -----PROPERTY LINE NEW CONSTRUCTION -·-t.-·-CENTERLINE ----5-··-SEHER LINE -··•-W-••·-flATER LINE ---G---GAS LINE -E--POWER LINE -TEL-TELEPHONE LINE . -TV--CABLEVISION LINE -SP--SPRINKLER SYSTEM :lJ: STREET LIGHT • I , -=-u"'p"'p""ER ~ EHPORT _...l BAY 1,;; J IT ,? OF WPO T ER I I U. C. I. -~-- lJlY --- I I ~<N.[Ns_ ~---ss &. \ ""-«s'$t ' I "~ ~/ ABBIREVDATIONS IP & T IRON PIPE AND Tffi SSMH SANiffiRY SEHER l'flNHOLE SSCO SANITARY SEHER G.ERNOUT N & T NAIL AND TAG SCE SO. CALIFORNIA EDISON FF FINISH FLOOR SHJIEET INDEX I . TITLE SHEET 2. BULKHEAD TIE ROD REPLACEMENT 3. CURB AND DECK REPLACEMENT 4. DETAIL SHEET EMERGENCY TELEPHONE NUMBERS AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CALL TOLL FREE 1-800-422:-4133 BEFORE YOU DIG CITY OF ~E~ORT BEACH (PUBLIC UTILITIES) COUNTY SANITATION DISTRICTS COMCAST CABLEVISION COMMLNITY CABLEVISION UNDERGROUND SERVICE ALERT NUMBERS 634-0251 895-0221 611 644-3011 962-2411 542-6222, AFTER 6:00 PH 542-3975 720-4040 1-800-422-4133 PUBLIC WORKS DEPARTMENT DRIVE BULKHEAD LIDO PARK TIE ROD AND DECK REPLACEMENT BENCHMARK FLAG POLE RT CITY HALL ELEV. II.OB MSC T.B.M. tl59 ELEV. 8.965 MSC SURVEY F .. B. 521 PG. 40 CONTRACT NO. 2671 APPROVED: PUBLIC WORKS DIRECTOR R.C.E. 16791 11 I i V:'./i''':(J;ii[;JC~i:i{,~,ij;)/'i:~~,, t;=;::;==..,32i SiEETI . ) ;,::':::<:~;_:~}/;;D::;·,~;,;.~~-1.l)G~ • , •• ,~....., I JTJT I '7 ,·-.._ PROJECT • "'.:'[;:ilf 1 f 1:~'.i'.i't ILOCAu □OINJ MAP N. T.S. Htt.JJ 22, 1,/jr- DRTE: ~¥ESSia ~ \\. DJflJJ 'f· . o. 19111 . 9-30-9 CIVIL Op CAL\ GENEIRAIL N07r!ES I. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 1994 EDITION, EXCEPT IF OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 4. THE HALLS AND FACE OF ALL EXCAVATIONS SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM. THE CONTRACTOR IS ADVISED THAT A SUBSTANTIAL PORTION OF THE MATERIAL WITHIN THE LIMITS OF EXCAVATION IS A NON-COHESIVE SANDY SOIL. TRENCH SHEETING HILL BE NECESSARY FOR WORKERS' PROTECTION. IN ADDITION, THE CONTRACTOR IS ADVISED THAT CONSTRUCTION ACTIVITIES CAN BE AFFECTED BY TIDAL ACTIONS AND SHOULD SCHEDULE HIS HORK ACCORDINGLY. 5. THE CONTRACTOR (Sl SHALL OBTAIN ANY REQUIRED PERMITS TO PERFORM EXCAVATION OR TRENCH WORK FROM CAL-OSHA. 6. ALL STATIONING SHALL BE ALONG CENTERLINE OF STREET UNLESS OTHERWISE NOTED. 7. ELEVATIONS SHOWN ARE IN FEET ABOVE U.S.C. AND G.S. MEAN SER LEVEL=O.C.S. DATUM. STREET l~GHT GIENIERAL OOTIES l. THE CONSTRUCTION OF STREET LIGHT FACILITIES SHALL BE DONE IN ACCORffiNCE WITH THE CITY OF NEWPORT BERCH DESIGN CRITERIA, STANffiRD SPECIAL PROVISIONS, RND STANDARD DRAWINGS, 1994 EDITION. 2. fl.L ELECTRICAL WORK SHALL COMPLY WITH THE LATEST AMENDED EDITION OF THE NATIONAL ELECTRICAL CODE, ALL STATE AND LOCAL CODES. 3. CONDUIT SHALL BE 1-114" NOMINAL DIAMETER PVC. CONDUCTORS SHALL BE NO. 12 AWG TYPE THWN COPPER WIRE UNLESS SHOWN OTHERWISE. 4. CONDUCTORS FROM PULL BOX AT BASE OF STANDARD TO THE LUMINRIRE SHALL BE NO. 12 AWG TYPE THHN STRANDED COPPER PER CNB STD.-204-L AND CNB STD.-205-L. USE T & BC-TAP OR EQUAL. 5. SPLICES SHALL BE MADE IN PULLBOXES BY MEANS OF END-TO-END CRIMP TYPE CONNECTORS PER CNB STD.-204-L, T & B STA-KON OR EQUAL. 6. PULLBOXES SHALL BE NO. 3-112 PER CNB STD.205-L UNLESS OTHERWISE SHOHN. 7. INSTALL FUSE HOLDER, BUSSMAN TRON HEX-AA, IN PULLBOX ADJACENT TO BASE OF POLE PER CNB STD.-205-L . 8. CONDUIT ENDS SHALL BE SEALED PER CNB STD.-204-L. 9. CONTRACTOR SHALL NOTIFY THE ENGINEER AT 644-3311 AT LEAST FORTY-EIGHT (48) HOURS IN ADVANCE OF ANY ELECTRICAL WORK AND PRIOR TO ANY REQUIRED INSTPECTION. OD~STRUC7rOON NOTES 0 0 ® 0 ® ® 0 ® REMOVE EXISTING WOOD DECK, CURB, GUTTER AND A.C. OVERLAY. REMOVE EXISTING A.C. ROADvlAY. REMOVE EXISTING CURB. REMOVE, SALVAGE AND STORE EXISTING PARKING METER POSTS. CONSTRUCT TYPE "A" P.C.C. CURB AND GUTTER (8-INCH NOMINAL CURB FACE) WITH NAILER STRIP PER CNB STD.-105-L, AND MODIFIED PER DETAIL "B" ON SHEET 4. CONSTRUCT TYPE "B" P.C.C. CURB WITH NAILER STRIP PER CNB STD.-105-L AND MODIFIED RT PLANTERS PER TYPICAL SECTION AT PLANTERS DETAIL ON SHEET 4. CONSTRUCT TYPE "B" P.C.C. CURB PER CNB STD.-105-L. CONSTRUCT TYPE "A" P.C.C. CURB AND GUTTER CB-INCH NOMINAL CURB FACE) WITH NAILER STRIP PER CNB STD.-105-L AND MODIFIED AT PLANTERS PER TYPICAL SECTION AT PLANTERS DETAIL ON SHEET 4. ® PLACE 6-INCH THICK BASE. @ PLACE 2-112 INCH THICK A.C. TYPE III-B2-AR4000 BASE COARSE. @ PLACE 1-1/2 INCH THICK A.C. TYPE III-C3-flR4000 FINISH COARSE. •••••• @ • CONSTRUCT PARKING METER BASE AND RE -'INSTALL POST PER CNB STIJ>S20_:LRND IJETAIL ON SHEET-4. @ INSTALL 3" X 12" T&G HOOD DECK PER DETAILS ON SHEET 4. @ REPLACE AND SERL TIE RODS PER DETAILS ON SHEET 2. @) PROTECT IN PLACE, TYPICAL. @ REMOVE, SALVAGE AND STORE EXISTING STREET LIGHTS. @ EXISTING PARK BENCHES TO BE REMOVED BY GENERAL SERVICES DEPARTNENT. @ RE-INSTALL STREET LIGHTS PER CNB STD.-202-L-B. @ REMOVE EXISTING ELECTRICAL WIRING AND CONDUIT. @ CONSTRUCT TYPE "A" CURB AND GLITTER WITH NAILER STRIP PER CNB STD.-105-L ANO HODIFIED PER CURB AND GUTTER DETAIL ON SHEET 4. @ INSTALL FILTER FABRIC RT ALL BULKHEAD JOINTS. @ INSTALL 1-114" CONDUIT WITH 18' MINIMUM COVER . @ REMOVE EXISTING FICUS TREES. @ PROVIDE AND INSTALL KING PALM TREE, 24 INCH BOX . @ PROVIDE AND INSTALL I-INCH SCHEDULE 40 PVC IRRIGATION SYSTEM. JOIN TO EXISTING IRRIGATION VALVE. @ INSTALL ONE (ll TORO 500 SERIES SPRINKLER HEAD, FLOOD BUBBLER, PER PLANTER ADJACENT TO THE NEW PALM TREE. @ REMOVE EXISTING 30 AHP/120 VOLT RECEPTACLE. @ INSTALL THO (2) 48 AHG THWN STRANDED COPPER, ONE (!) 112 SOLID BARE COPPER GROUND CONDUCTORS, PHASES COLORED SEPARATELY. @ INSTALL NO. 3-112 PULLBOX PER CITY STANDARD STD.-205-L. @ REMOVE EXISTING ELECTRICAL VAULT. COUT OF SERVICE). @ ADD 12' SHEEP TO EX. CONDUIT AND INSTALL IN NEW PULL BOX. @ INSTALL LAG BOLTS AND ATTACH DECKING PER APPLICABLE PORTIONS OF DECK ATTACHMENT DETAIL HEREON. LAG BOLT LENGTH VARIES FROM 2" TO 5'. LAG BOLT MAXIMUM POSSIBLE LENGTH TO BE DETERMINED IN THE FIELD BY THE CONTRACTOR. LENGTH OF THE INSTALLED LAG BOLT SHALL BE EQUAL TO THE THICKNESS OF THE EXISTING NAILER STRIP AT Tl-FIT LOCATION. H-5142-S SHT .1 OF 4 22 May 1995 z ~ ~ CD m :J 2 >'-------' I . I ~ ,-) -u .. . ... -,; ~• ,'. C., :.' ·'--' --,.; :Z ~ i, < "' 6'-9" TO EDGE OF BOARDWALK TO (1_ Of STREET 12'-6" AND VARIES 2'-6' 5'-6' f-+-i--------------i-------i---~~--~1,---1 19' AND VARIES 3"x4' NAILING _.:o,.r STRIPS CTYP) NTS 5'-6" fXiSTi~G TVPiCAl ~OA~ID>lNAlK ~~CT!O~ NTS 3 'X!2' DECKING TIMBER FENDER PILING@ 12' O.C. EXISTING 2' TO S"xB' NAILING STRIP INCREASE EXIST. HOLE DIAM. A MINIMUM AMOUNT TO ACCEPT NEW 2' DIAM. PVC SLEEVE-----. INSTALL NEW 2' DIAM. PVC SLEEVE INSTALL 114" X 4' X 6' DIAM. NEOPRENE SEAL INSTALL l12"x4'x6" PLATE HASHER HITH NUT CORE 4" DIAM. X 6' DEEP HOLE PLACE NON-SHRINK PCC GROUT AFTER TIE ROD INSTALLATION EXIST. 20" X 22' R.C. COPING~ ELEV.=9.00 MLLW -:-, EXIST. 1-1/4' DIAM. TIE ROD ---, ~/ • IN~TALL ia• X 3" •• • • . • • ', CORE 2" DIAM. HOLE THROUGH (/ DIAM. PLATE WASHER '', EXIST. COPING 3'± ADJACENT TO INSTALL 1/4" X 3• • I AND PARALLEL TO EX. TIE ROD DIAM. NEOPRENE SEAL • I • I INSTALL NEW 2' DIAM. PVC SLEEVE-~ {i~LL SEAL SERT-. • I •. I r-------, EXIST. 12' DIAM. ,' y\ CREOSOTE TREATED ANCHOR / PILE AT B' O.C. I \ I I PRESSURE GROUT I I AROUND NEW TIE ROD I I I 1 I 1 I I I 1 1 I I I.., 3• I MAX ~---INSTALL GRIND FACE OF ANCHOR PILE TO PROVIDE SEAL SEAT NEW I' DIAM. THREAD STEEL BRR IN PLACE OF EXIST. 1-114' DIAM. TIE ROD. PEEN FLUSH WITH THREAD BAR NUT. INSTALL NEH I" DIAM. \ THREADED BAR \ INSTALL 2' DIAM.~ \ GROUT TEE \.. 4 APPROX. --~ , INSTALL THREADED BRR NUT · r----:---,------:-1 I I I I • I I J ',~ . . l I L /// '""--, 1 r--..../ I I I I I I i I I '1 I i, EXIST. 3' X 20' R.C. BULKHEAD PANELS I · I 1---_ I I I I 11 I . I • . I TOP OF A.C. PAVEMENT 20" 7' l----'---,,f----t------------''-------------1---16'± COPING~--1 . 0 EX. 2' PVC s IRRIGATION ----.....:_'"'I ,"'"'\'), ' ) ,.) EX. 6" HATER /_; 3 BARS AT 30" 0. C. EX. 4-f6 BARS LIMITS OF EXCAVATION NOTE: SHORE AS NECESSARY TO MEET OSHA REQUIREMENTS AND TO PROTECT EX. WATER LINE ELEV. = 9.00 MLLH I I I I I _;1-1 14 I ..,. I I I I I I -I NEW TIE ROD 0, I l O" I "' • EXIST. BULKHEAD I I ,,,,---EXIST. ANCHOR PILE ANCHDi!A PILE E~D = TIE ~00 DETAll ~ijl~HEAD EN~= TIE ROD DETA!l TYPICAL ANCHDi!A TIE ~OD PO~ITIOINI NTS NTS NTS REF: H-4980-S AND P-5070-S RPPRO PUBLIC WORKS DIRECTOR R.C,E. NO. 16791 DATE 5""•ZZ-9( I I I ,I I I C-2671 LIDO PARK DRIVE BULKHEAD TIE ROD REPLACEMENT ORTE BY DESCRIPTION APP'D. DESIGNED SL DRAWN N GIKIA CI TY OF NEWPORT BERCH H-5142-S I---.J......---L...--R-E_V_I_S __ I _O_N_S __ __,__--+c""H=cc=K=rn,----□=AT=E-----1 LD 22 Ma 199S PUBLIC WORKS DEPARTMENT SHEET 2 Of 4 i • I I ':t: uJ I ! C S:, [D m JJ I l' ~ --1\z l\)C I s'. [D m lJ) I) :: ii: ~ -1: C) :: c• ~ . 5; " ::: ~, 5 ____ ,_ - ,, n 0 0 'II -- 8 2, . __ 0 '.:;' L 0 JJ J:': < < z @ 7.01------1----,--1------1------1------1---c-~--.--------+--~0 °" \~ ~ '2.'o EXISTI ~.,., c5 1.I:>· ~ \u• ______ _ GRADE AT 1CRQAN 6. 0 1------t--:,'-<:,-"-·" __ --t---;-,z__f'--------::_==--+---~=-~----t-------+-----+-----t-----1-----+-----t-----+------j-----t------------1 6. 0 ------------~ +0.28% -------EXISTING GRADE AT CRCW\J 0 ..,. 5. 0 >------~ ------+----';[' -1-------4-------1-------1--------+------+------1-------4-------l-------+-------+------+------+--------l 5. 0 N N TOP OF CURB AT 29' S.W. OF CENTERLINE PROFILE SCALE 1------+-----+-------1 HOR. 1 '' = 20 ' VERT . 1 '' = 2 ' 2+50 PLACE 6-INCH THICK BRSE. PLACE 2-112 INCH THICK A.C. TYPE III-E2-AR4000 BASE COARSE. PLACE 1-112 INCH THICK A.C. TYPE III-C3-RR4000 FINISH COARSE. CONSTRUCT PARKING METER BASE AND RE-INSTALL POST PER CNB STD.-920-L AND DETAIL ON SHEET 4. 3+5(0) EX. 8"CIP INSTALL TWO (2) tB AHG THHN STRANDED COPPER, ONE (I) tl2 SOLID BARE COPPER GROUND CONDUCTORS, PHASES COLORED SEPARATELY. INSTALL NO. 3-112 PULLBOX PER CITY STANDARD STD.-205-L. 4+5lOJ 5+lOJlOJ --------------- 5+5lOJ REF. H-4980-5 AND P-5070-S DATE BY DESCRIPTION TOP OF CURB AT 29' S.W. Of CENTERLINE PUBLIC HORl<S DIRECTOR R.C.E. NO. 16791 DATE 5 • 2'2· q(' APP'D. DESIGNED DRAWN M GRACIA LIDO CIVIL 0/i' CAL\ C-2671 PARK DRIVE CURB AND DECK REPLACEMENT CITY or i\!E!,,IJPl()Rlf BEACH H-5142-S >---~-~-------------~---+-----t-------1 CHECKED R E V I S I O N S DATE LD 2 Ma 1995 PUBLIC WORKS DEPARTMENT SHEET 3 OF 4 C ;, z C :;: OJ en :0 --<------ I , -~---- E! ---E1 '"' ~ ;::; ! j ;; s '"' r J '~ S: ~ -.7 CJ z -- c :t: -~- ' JJ -~ ~ --z ~ GJ z ~ C ::;: OJ \P m JJ n~----;_, ~I -C' z G] -, -0 ru EX. HOSE BIB EX. RAILING I <;. '------ -------,.,- EX. BULKHEAD ---------- 13 13 DIETAIL "A" N. T.S. ~~~ =ilb=== 111=1 = -~L __ I I EX. TIMBER FENDER CTYP) H LORDING AREA * ir-__ P_ED_E_S_TR_I_RN __ AR __ EA _____ -4) TYPICAL 'IIHA~f ELEVATIC'lN N. T.S. OONS7r!RIUIC7r O ON N07rlES © 0 ® CONSTRUCT TYPE "A" P.C.C. CURB AND GUTTER (8-INCH NOMINAL CURB FACE) HITH NAILER STRIP PER CND STD.-105-L, AND MODIFIED PER DETAIL "B" ON SHEET 4. CONSTRUCT TYPE "B' P.C.C. CURB HITH NAILER STRIP PER CNB STD.-105-L AND MODIFIED AT PLANTERS PER TYPICAL SECTION AT PLANTERS DETAIL ON SHEET 4. CONSTRUCT TYPE "B' P.C.C. CURB PER CNB STD.-105-L. CONSTRUCT TYPE "A" P.C.C. CURB AND GUTTER CB-INCH NOMINAL CURB FACE) HITH NAILER STRIP PER CND sm.-105-L AND MODIFIED AT PLANTERS PER TYPICAL SECTION AT PLANTERS DETAIL ON SHEET 4. PLACE 6-INCH THICK BASE. PLACE 2-1/2 INCH THICK A.C. TYPE III-B2-AR4000 BASE COARSE. PLACE 1-1/2 INCH THICK A.C. TYPE III-C3-AR4000 FINISH COARSE. -ru - 3" RADIUS ------- ,., ru ~--.. +-:--------..........,..., ______ _ . to O') ' ABANDONED EX: CONDUIT. 19 ,-1 ,--1 I I I I I I I I -Ill - 8 ~ I 9 I EX. WOOD RAILING YPROTECT IN PLACE I I I I I ~ I I I I I I I I I I REMOVE EX. ELECT. BOX --, 3" RADIUS E E 13 22. 93' STA 5+09.30 TO 5+32.20 AND STA 3+93.37 TO 4+16.30 ISLANI> ARC DATA 1::,. R L T "' w "' z :::, H ® so·oo·oo· 2.30' 3.61' 2.30' TO 11. OF STREET 12'-6" AND VARIES 2'-6" u ...J 12'-0" TO EDGE OF BOARDHALK (!) 45°00·00· 14.49' ® 135"00'00" 4.00' © 45"00'"00_ 10.96' 7 3" RADIUS ( I ( 13 11.38' 6.00' 9.42' 9.65' 7 8,61' 4.54' 19 FASTENING SCHEDULE WOOD DEO<ING TO BERMS: 2 -112' DIAM. X 5" LAG BOLT TO 3" X 4" NAILER: 2 -112" DIAM. X 5" LAG BOLT NOTE: I . PREDRILL ALL DECKING TO PREVENT SPLITTING 2, FLL LAG BOLTS AND FASTENERS TO BE HOT DIPPED GALVANIZED 3. USE 2 -112" DIAM. X 4" LAG BOLTS WHERE rnE NAILERS DEPTH IS 3 112' OR LESS ISLAND 6 !:( MIN CONST. JOINT INSTALL NEW 3'x 4' NAILER STRIPS (Typ) 2% EXISTING PHILLIPS Sl2 INSERTS WITH 112' BOLTS@ 6' O.C. TYPICAL S~CTION AT PLANTERS NTS 29' TO CENTERLINE OF LIDO PARK DRIVE 12'-0" N.T.S. STA. 3+13.00 TO STA 5+09.39 NTS 13 ®"1 6.l 60 I C.F. PER PLAN ,-;µlf,;;;:~2?r © INSTALL 3" X 4' NAILING STRIP IQJIET A I l N.T.S. 13 INSTALL 3" X 4" NAILING STRIP STA 5+09.30 TO 5+32.20 AND 20 N. T. S. l-l/4' DIAM. X l/4' NEOPRENE HASHER UNDER l-1/4" DIAM. GALVANIZED STEEL WASHER I I I r 2" DIAM. X I " DEEP PREDRILLED-CSK I TO BE FILLED FLUSH WITH ADJACENT DECK, WITH BITUMINOUS FILLER 13 EX. EEAM✓NAILER I 5/8" DIAM. PREDRILLED HOLE ATTACHED TO EX. I CONC. PILE~ I : I FIELD DRILL PILOT HOLE FOR 1/2" DIAM. I I x s· GALVANIZED LAG.BOLT I I L ______ J DEC( ATTAGMENT [l)IETAll N. T.S. [l)IE1f A I l N. T.S. :··~ : ·.: .. : • .. :::--, REUSE • .. · ..•.. ·: : i lEXISTING I .:\('! 2' TO S"x 8" • ,:::, ::,\ ::·<) NAILER STRIP i\ CJ I ::. • : .. ••I I ·c ti CONTRACTOR TO PROTECT EXIST. BULKHEAD FROM FAILURE DURING TIE ERCK REPLACEMENT I® I EXISTING TIMBER FENDER PILING@ 12' O.C. NOTE: TIDE MAY FLUCTUATE EY AS MUCH AS 10 FEET PAR!< 1 NG METIER BASIE l[)IE'if A1 l ~i~ ~:~tirig ;:ttig AND N.T.S. SECT I 00 11 fF 11 N.T.S. CONSTRUCT PARKING METER BASE AND RE-INSTALL POST PER CNB STD.-920-L AND DETAIL ON SHEET 4. INSTALL 3" X 12' T~G WOOD DECK PER DETAILS ON SHEET 4. RE-INSTALL STREET LIGHTS PER CNB STD.-202-L-B. REMOVE EXISTING ELECTRICAL WIRING AND CONDUIT. CONSTRUCT TYPE "A" CURB AND GUTTER WITH NAILER STRIP PER CNB sm.-105-L AND MODIFIED PER CURB AND GUTTER DETAIL ON SHEET 4. INSTALL 1-1/4' CONDUIT WITH 18' MINIMUM COVER. INSTALL THO (2) iB RHG THWN STRANDED COPPER, ONE (I) tl2 SOLID BARE COPPER GROUND CONDUCTORS, PHASES COLORED SEPARATELY. INSTALL LAG BOLTS AND ATTACH DECKING PER APPLICABLE PORTIONS OF DECK ATTACHMENT DETAIL HEREON. LAG BOLT LENGTH VARIES FROM 2' TO 5'. LAG BOLT MAXIMUM POSSIBLE LENGTH TO BE DETERMINED IN THE FIELD EY THE CONTRACTOR. LENGTH OF THE INSTALLED LAG BOLT SHALL BE EQUAL TO THE THICKNESS OF THE EXISTING NAILER STRIP AT THAT LOCATION. ~~¥ESSI ~~'{\) l',, 11 i '4 . o. 19111 . 9-30-9 CJVIL Op CAL\~ 1 • I !6-1/2" TYP SIECTION "C" N.T.S. REF:H-4980-S AND P-5070-S APPROVED . .'.· . [)A• 1---+-----+--------+--l ~, /. I //(/ ,,' Lf;I ( \Y. l---l----1-------------1---.l--o•falJEl:;;-';;IC lcRKs DIRECTOR R.C.E. NO. 16791 DATE ',~ 2,2.0) ("' 13 4 "C" N.T.S. C-2671 LIDO PARK DRIVE DETAIL SHEET FOR CURB AND WOOD DECK REPLACEMENT 1-DR_TE_,___sY_L_ ___ n_Es_cR_I_PT_101_, ____ __JLAP_P_' □-1. 1-:DE=S~IG=NE~D-s==L-1-n_R_R«_N ~M...::GRA=CI~A C I TY OF NEWPORT BERCH H-514 2-S CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 4 OF 4 R E V I S I O N S LO 22 Ha 1995 r:, > h C . , z C < >L------1 ~ " "" 'B " , i~ ~ :::, ;;, r,; Ii L "-.) 0 'l: 0 I JJ \1l ;> / .> ·~c ~ L LJJ ~ r <'. OJ U\ m JJ ;, >~--~ i : B ,-·-u ~ ~ } l" ~ co, S: ~-j 7 ,'i