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HomeMy WebLinkAboutR_5673_SI u d :; w E5 t;; iCQ ---l-------lf-~AIR1S=___'.AVE'.'.:::... • ...,--f- ORANGE z 0 f-l!) z i i I I w LL 0 >-JI f-f-< u CITY OF COSTA MESA VICTORIA PROJECT LOCATIONS i COAST COLLEGE ST. ~ s_<:s ~ g i5 - "' -E PAc1r-1c V I CC I INl I TY MAIP SCALE: 1' = 4400 SYIMIIBOl llEGIEINJID) • POWER POLE ,-0···\SSMH MANHOLE , , ' ' ' , '•-- $ , 'd' FIRE HYDRANT l IH<rn ~-~ ~ .,~ ~ □WM WATER METER BOX AND SERVICE ----0------VALVE POWER POLE ANCHOR /j, MONUMENT -x-x-x-FENCE ==== BLOCKWRLL 0 TREE SHRUBBERY = = = = ASPHALT PAVEMENT ;:;:;:;:;;\:: '::: BRJCKWALK I • • I CONCRETE ~/////////j RUJLDJNG ----EXISTING CONSTRUCTION ----PROPERTY LINE ----NEW CONSTRUCTION -· -t.---CENTERLINE ----5----SEWER LINE -----H-·,·-WATER LINE ---G-- -GAS LINE -E--POWER LINE -TEL-TELEPHONE LINE -· TV -CABLEVISION LINE -SP-SPRINKLER SYSTEM :ti: STREET LIGHT -u-SIGN I >-< I GARAGE OPENING AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CRLIFORNJA·EDJSON COMPANY PACIFIC TELEPHONE COMPANY / • CALL TOLL FREE 1-B00-422-4133 BEFORE YOU DIG CITY OF NEWPORT BERCH (UTILITIES DEPT. l COUNTY SANITATION DISTRICTS COMCAST CABLEVISION ~ ® ,/) CITY / OF ' IRVINE U.C.L. . ' ' I PUBLIC WORKS DEPARTMENT NUMBERS 634-0251 895-0221 611 611 644-3011 962-2411 0(C[ERN F~OM O~RNG[E / . 22695 . 12-31-9 CIVI\.. CA\ . .lt 542-6222, AFTER 6:00 PM 542-3975 542-3975 AFTER 6:00 PM TO • Il MP~OV[EM[ENTS 46TH ST~E[ETPRN[J) F~ONT ST~[E[El 42ND ST~[E[ET ST~[ElET 5/0 P(R](C Il F Il C lCORST HillGH~RY CONTRACT' NO. APPROVED: DATE: DIRECTOR OF ,PUBLIC WCRKS R.C.E. 12806 l ! N I I ~ = 4.5' • ' :·11 • ,v,· . 7 ,,'-V '. :7 I : I '-8' TIP. 5.5' ----=----1:_y~-l! ~2· ~- SIEClf !OINl ® -----1 X N.T.S. 5' 4.5' BEVEL END OF PIPE TO MATCH PCC CURB FACE CIU~IB [D)~A I IN N.T.S. It l---6" [D) [E 7r A ~ [L uu IB uu SAND . 0 N . . N . ' GIEINJIE~Al INl07rlES 1 ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS, BE CONSTRUCTED IN ACCORDANCE WITH THE 'STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION," 1991 EDITION INCLUDING SUPPLEMENTS TO DATE. 2 EXISTING UNDERGROUND UTILITIES ARE SHOWN RS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ,·THE ACTUAL LOCATION, AND ELEVATION IN THE FIELD, PRIOR TO BEGINNING OF CONSTRUCTION . ' OOINJS7r~UC7r~OINJ INl07rlES ® CONSTRUCT PCC CURB, TYPE "B",-PER C.N.B. STD-182-L, WITH 6' CURB FACE. 0 CONSTRUCT 6" THICK PCC LANDING . ® CONSTRUCT 6" THICK PCC ROADWAY @ CONSTRUCT P.C.C. THICKENED EDGE PER DETAIL "C" SHOWN HEREON. @ CONSTRUCT P.C.C. PLANTER BOX PER DETAIL DETAIL 'A' SHOWN HEREON' AND FILL ALL CELLS WITH MORTAR. BLOCKS SHALL BE 8' HIDE, 6" HIGH ORCO SLUMP STONE, LR PAZ. @ CONSTRUCT P.C.C. SIDEWALK WITH THICKENED EDGE PER DETAIL 'B' SHOWN HEREON AND PER APPLICABLE PORTIONS OF CNB STD-182-L. @ INSTALL 3" DIAMETER H.D.P.E. CURB DRAIN PER DETAIL "B' SHOWN HEREON. @ INSTALL i4 REINFORCING BRR. @ INSTALL i4@ 16" ON CENTER AND GROUT IN PLACE. / 10' 3'-4M 3'-4' 12 l--,--l__.-1-L__,~L.__J~__t=+===i====i~~~ ~··-----+----·•·_._· ___ .. -._. ___ -•_· ___ ··_---4~ ;I ~ 11 ' IPl.AINl'flE~ IBOX APPROXIMATE SCALE: 1'=2' >-SAND---t lfH ~ CKIEINJIE[D) IE[D)GIE · N.T.S. [D)[Elr A ~ [L uu C uu R-5673-S SHT .1 OF 4 / I , I I I ' " . 0 ' -C.7 :!J ,. < ::_., z _m n > C ;~ " z C < ~!C--__ C £ z I 0 ,. 0 2' 5 ).• < ::; 7 ,,, o, JJ B . < z- CJ • ~ I .:::.... ' C s: CD r,i }J "'----- I ,;J I ln )~ w i V> ) ---7 G'5 i L C < Cu r,·. ~'.J z CJ . ' i "' f----_, HOR I Z : 1 "=20 ' ,__ ____ ':.: m 13.75' VERT : 1 "=4 ' 13 12 RR TIE POSTS 9+oo .l / PROTECT EXISTING BLOCK WALL IN PlRCE 9+50 §lr[R[E[Elr 10+00 40' 12.00 10.00 -8.00 12.00 10 .. 00 8.00 12.00 10.00 8. 00· ----- f------1PROFILE SCALE f-------1 HORI Z: 1 "=20' VERT: 1 "=4' 9l+oo 9+50 i (> 0 ~ ., ~,, o,· 'v . ~ o,· o,• -- ~l..__ {!) w 0 w 0 "' f-"' °' 0 ·=i w ; '5! . V{!J a, a, I 0 r--+x o -+ 01 ~ a:i lJl °' a, "' a, + '=" a, 1o+oo 40' 16' SlrRIE[Elr 0-REMOVE EXISTING ENCROACHING IMPROVEMENTS. ©-CONSTRUCT P.C.C. CURB, TYPE "B", PER CNB STD. 182-L WITH 6" CURB FACE. ®---REMOVE EXIST. ALLEY APPROACH AND CONSTRUCT 6" THICK P.C.C. ALLEY APPROACH PER APPLICABLE PORTIONS OF CNB STD. -142-L, TYPE "A". ©--CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH TYPE II, PER APPLICABLE PORTIONS OF CNB STD.-163-L, X = 2'-6". ©--CONSTRUCT VARIABLE HEIGHT P.C.C. CURB, TYPE B PER APPLICABLE PORTIONS OF CNB STD.-182-L. ©---CONSTRUCT 4" THICK P.C.C. SIDEWALK. 0--CONSTRUCT 6" THICK P.C.C. LANDING. ©--CONSTRUCT 6" THICK P.C.C. ROADWAY. ©--INSTALL 3/8" EXPANSION JOINT MATERIAL. ®-CONSTRUCT P.C.C. THICKENED EDGE PER DETAIL 'C" SHOWN ON SHEET I. ®-INSTALL MULTIPLE TRUNK MEDITERANERN FAN PALM TREE, 24" BOX. ®-INSTALL P.C.C. PLANTER PER DETAIL "A'' SHOWN ON SHEET I AND FILL CELLS WITH MORTAR.· -_ @---INSTALL 5, 5-GALLON NATAL PLUM AND 5, 5-GALLON PINK LADY PER PLANTER. .@---CONSTRUCT P.C.C. SIDEWALK WITH THICKENED EDGE PER DETAIL "B" SHOWN ON SHEET I AND PER APPLICABLE PORTIONS OF CNB STD-182-L. @--REMOVE EXISTING AND CONSTRUCT 6-INCH THICK P.C.C. ALLEY APPROACH PER APPLICABLE PORTIONS OF CNB STD.-143-L, TYPE "A". ®--CONSTRUCT VARIABLE HEIGHT P.C.C. CURB, TYPE "B", PER APPLICABLE PORTIONS OF CNB STD.-182-L. @---REMOVE EXISTING TIMBER RAILING. @-INSTALL 2-INCH DIAMETER ANODIZED ALUMINUM PIPE RAILING PER DETAIL HEREON. /EXISTING _/_ TIMBER RAILING c:;: h] : v@ I I • I I ;;;®__,f 1 coRE, I y': 3" DIA. X 9" DEEP POCKET 4•: AND INSTALL RAILING USING rt POR ROK EXISTING ~-Pi I r:~ .. -. "'®~-·-::.:-••::) RETArrWNG ...,...11.-•._-.: •• , . s HALL~ I_ I SIECCT I OINI "A" P!PIE ~Ail!INIG ~IETA!l NTS V NN'LY - ' 12.00 12.00 1 o . oo CENTERL I NE 10.00 12.00 10.00 . ' 8.00 / ----- EXISTING DRIVEWAY 8.00 ~ Ii:) u 0 9)+00 / ,4J,,4J, lrH 9+50 §lr[R[E[Elr .. 10+00 I I I I \ \ / I I I I \ \ I I I I I \ \ '--------, ...... _______ _ .,,...-----/· --I,---- / I I I I I REF.: FB 522 SHTS 80, 81 AND 84; KRESSLEY SURVEY SHT 15; R-5535-S SHT 11; C-2984 ~hof/q( MG Lri_ AS 8UILT REVISIONS APPROVED d? /4l 1 ;; OCEAN FRONT STREET END IMPROVEMENTS ~IQ.)~ PUBLIC WORKS DIRECTOR 42NIDl, 431RIDl , ANIIDl • DATE e~·/;;~~806 44 TH sTiREiETs 1-D_AT_E__,_B_Y___,_ ____ n_Es_cR_rP_T_ION _____ ~AP_P_'D-1. =DE=sr=GNED~-SL-+=DRA=HN=--M_GRAC_I-1A CI TY OF NEWPORT BIEACH R-5673-S CHECKED JH DATE9 Rua 1994 PUBLIC WORKS DEPARTMENT SHEET 2 OF 4 R E V I 5 I O N 5 I C I c_; _:_ _ _} ~ <. z GJ L. C ~ co m JJ • (fl -ca~----, s; z I 0 r 0 ~ ~ 8 ::::, ;;J :IJ g ~ ~ ~ ~ < ~ z 6 ,., ~ z 0 ~ " 0 2l s< ~ ~ z C, 0 f= d ~ ;_; 0 JJ ~ z GJ z C $ co rn :J "~--- I / I ~ 0 0 0 C, a 0 < z e "' \; z 6 0 r 0 JJ n ~ 0 ~ "' 0 ~ ~ z 0 GJ z 12.00 10.00 8.00 10.00 --- CD 'f CD '-" z H □ 5 "' "' z H <D~ "'cr: I----;:; ....J 0 Ln . ~ "'1----+-------+-- 8 . 00 f---"' -+-------I------+----"-"' '-" w .,_ . r-r-+ en 10.00 ~ H mA ~--"'z ' + cr: m....J 8.00f--- i6 r-----+----,PROFILE SCALE,_-+-e--------1----1 HOR I Z : 1 "=2 0 ' VERT:·· 1"=4' / PROTECT EX. WOOD FENCE IN PLACE SAND·ARER 9+50 EX. 8" ACP EX. 8" VCP CURB DATA R=S' L=9.05' L'.=103° 39 '58" T=6.36' "' 0 0 <D "' 'l? "' "' u (D 0 0 . -<D + en 12.~0 10.00 ---- "' w ~ I X "" e5 w 6.70' w "' ~ !!a' ~ H "' □ 8.00 "" I---+-------< 8 . 00 (1) H X w z H 0 ..., 10+00 I ' I ' \ \ I ' I ' \ \ I I I I / JOIN\ • 01-oz I \ ,, '---------\ ,5 H -"" , ...... __________ _ .. CENTERLINE SE'LY CURB 12.00 10.00 8.00 12.00 10.00 '-" g z H □ CD 5 'f CD "' "' --- C)'o \'l.· \ <,> ~\. '-" z g H A . 5 <D 'f (D . "' (D §ii 0 Ln Ln 0 + en ' .. , "' "' :::, 0 u Ln L,. Ln 0 0 + w cn u cr: L,. ,'- ">C:, -..\ • ....... ___ EX. SAND SURFACE -++----+----f-----;8.00 "' u "' 0 0 10.00 -----;8.00 8 00 OH o-----o"'z • • cr: 1-----:::l ....J + . <D "' f-----(D -----+-------+----- e------,PROFILE SCALE1-----+-----+------1 1------i HOR I Z : 1 "=2 0 ' 1------+-----t------1 VERT: 1"=4' 9+00 9+50 / CURB DATA R=S' L=9.05' L'.=103°39'58" T=6.36' EX. WALL GARAGE . .,., 0 PROTECT IN PLACE ----J CURB DATA R=S' L=6.70' L'.=76° 48 '02. T=3.96' e5 "' 0 r- 0 <D + "' 1o+oo I SlRIEIEl en en ODINJS7rRUC7r!OINl 1Nl07r!ES 0-REMOVE EXISTING ENCROACHING IMPROVEMENTS. ·©-CONSTRUCT P.C.C. CURB, TYPE "B', PER CNB STD. 182-L WITH 6" CURB FACE. ®-REMOVE EXIST. ALLEY APPROACH AND CONSTRUCT 6' THICK P.C.C. ALLEY APPROACH PER APPLICABLE PORTIONS OF CNB STD. -142-L, TYPE "A". 0--CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH TYPE II, PER APPLICABLE PORTIONS OF CNB STD.-163-L, X = 2'-6". &-CONSTRUCT -VARIABLE HEIGHT P.C.C. CURB, TYPE B PER APPLICABLE PORTIONS OF CNB STD.-182-L. ©--CONSTRUCT 4' THICK P.C.C. SIDEWALK. ®--CONSTRUCT 6' THICK P.C.C. LANDING. ©-CONSTRUCT 6' THICK P.C.C. ROADWAY. ®--INSTALL 318" EXPANSION JOINT MATERIAL. ®--CONSTRUCT P.c:c. THICKENED EDGE PER DETAIL ·c· SHOWN ON SHEET 1. @-INSTALL MULTIPLE TRUNK MEDITERANEAN FAN PALM TREE, 24" BOX. @-INSTALL P.C.C. PLANTER PER DETAIL 'A" SHOWN ON SHEET I AND FILL CELLS WITH MORTAR. @-INSTALL 5, 5-GALLON NATAL PLUM AND 5, 5-GALLON PINK LADY PER PLANTER. ®--EXISTING INTERFERING PALM TREES TO BE REMOVED BY OTHERS. - @--RESET EXISTING WATER VALVE COVER TO GRADE. @--CONSTRUCT P.C.C. SIDEWALK WITH THICKENED EDGE PER DETAIL "B" SHOWN ON SHEET 1 AND PER APPLICABLE PORTIONS OF CNB STD-1B2-L. ®--INSTALL 3-INCH H.D.P.E. CURB DRAIN PER DETAIL "B" SHEET I. @--CONSTRUCT A.C. WALKWAY PER DETAIL HEREON. @--PROVIDE AND INSTALL TIMBERFORM CYCLOOPS 2170 OR BRANDIR RIBBON RACK BICYCLE RACK PER DETAIL 'A' HEREON. • @----RELOCATE EX. BURIED PHONE WIRE LINE AND TELEPHONE POLE TO NORTHERLY SIDE OF WALKWAY. suR!E!Eu EX. 1-/14' GAS ~iofESSl ,&t\ WO ~ '\~ Ii l. If No. 2269 p. 12-31 CIVI\. or CRL• 6' 6' / L'. =248' 05 '44" R=IO' L=43.30' t. =248' 05 '44 • R=16' L=69.28" REF.: FB 523 SHTS 9 AND 10 DATE BY DESCRIPTION 8' 2% ) 2-1/2' THICK ASPHR..T CONCRETE OVER 6" THICK ASPHALT TREATED BASE SIEC7r!O!Nl A=A NTS 5. 5' 12' TYP -<D "' 2-1/2" THICK ASPHALT CONCRETE OVER 6" THICK ASPHALT TREATED BASE 5' 20' EACH SIDE GRADE TO JOIN EXIST. 6' C 4" 2-3/8" SCH 40 GALV. STEEL PIPE SURFACE MOUNT STAINLESS STEEL HARDWARE CTYP) 12" X 12" P.C.C. FOOTING ·· AS~~AL7r WAL~AY/~!KIERACK -NTS ID)[E7r/A. IL vu IA. VD l / L'.=34'02'52' R=25' L=14.86' t.=34" 02'52' R=19' L=l!.29' L'. =34' 02 '52" R=25' L=14.86' t,=34'02'52" R=l9' L=ll .29' NTS ORAll\1lG!E suR!E!Eu APPROVED rdQ~/14 PUBLIC ~ORKS DIRECTOR R.E. NO. 12806 $-, If--,q"t DATE APP'D. DESIGNED DRA~ SL M GRACIA C-2984 OCEAN FRONT STREET END IMPROVEMENTS 45TH 81., 4~1H 81. A~D ORANGE Sl~EEl CITY OF NEWPORT BERCH R-5673-S >--~-~------------~--f-,~~---i=~----1 CHECKED LD DAT17 Au 1994 PUBLIC 1-lORKS DEPARTMENT SHEET 3 OF 4 R E V I S ·I O N S C . f I 1 I I I I a □ " □ "' 0 • ' z C ~ I 0 5 n 0 " ~ 0 i: 0 z ,c.. C ~I " ti~---~ n " C ~ 0 TI z ~ 1t ~ "' • --c A> ~ /°' '""' (>I • V, 0 Il ~ z G) z C <'." OJ j 'I ::J P~---··-' ~ ,; z I 0 0 r 0 :u n J:::: 0 " ~ ~ 0 " ~ z SJ Gl . , · ..... •. ·.·.·.~. . . • .· ... ),_. . : • >:~ .< , 27 / FINISH GRADE TORO 570 H/ 4-EST FOR RAISED PLANTER AND TORO 500 SERIES FLOOD BUBBLER FOR TREE WELL PVC SCH. BO RISER PVC SCH. 80 ELBOW PVC SCH. 80 RISER PVC SCH. 40 TEE OR ELL NTS FINISH GRADE TORO 570 H/ 4-EST FOR RAISED PLANTER AND TORO 500 SERIES FLOOD BUBBLER FOR TREE HELL 1/ PVC SCH. BO RISER 27 PVC SCH. BO RISER PVC SCH. 40 TEE OR ELL I 'SNAP-TITE" ELECTRICAL CONNECTORS rFINISH GRADE 28 29 CONTROL VALVE 32 I I NTS PVC SCH. 40 MALE ADAPTOR (2 REQUIRED) PVC SCH. 40 NIPPLE I 27 ;;, 26 L_ -------~l ___ _ h@ I V 1 • 18' TYP. . ... ' 0 - 0 - u, .,. ·-- ' 0 Cl.. "' >->-- ' If) 30 . - ~RR~GAu~O~ SYSTEM D[EuA~L NTS EX. 6" CIP 0 40' 16' \~ 1- 1 §§ r r1i \~ lt:i::: I w .<t: 1~ I UJ. \ \ : I I 1 I I : I I I : I . ; \ "' '----------------- N 52°46'30" E 4 STORY RESIDENCE GARAGE UNDER HOUSE 00 ~ ----- -.-=+ 1cci ----·---'--Et----'---, ----·--,, i I' .. • ... . . . I I I ///// . 30 S / EX. 6" CIP GARAGE FF=9.87 0 ---'·,:-----'-- 30 0 , m 0 I \ S7rR[E[E7r @--INSTALL TORO 500 SERIES SPRINKLER HEAD, FLOOD BUBBLER PER DETAIL HEREON. @-INSTALL TORO 570 POP UP SPRINKLER HEAD WITH 4-EST, PER DETAIL HEREON. @-INSTALL 3/4-INCH SCHEDULE 40 P.V.C. IRRIGATION SYSTEM PER DETAIL HEREON. @--INSTALL GRISWALD DW SERIES 3/4-INCH ELECTRIC REMOTE CONTROL VALVE PER CONTROL VALVE PER DETAIL HEREON. @--INSTALL CONCRETE METER BOX, BROOKS NO. 37 OR H & C 3437 OR J & R t4 l/2 WITH CONCRETE LID. @-INSTALL 3/4" TYPE "K" COPPER TUBING PER DETAIL HEREON. @--INSTALL STREET END SPRINKLER CONTROLLER HIRE, 14 GAU~E SINGLE-STRAND HITH 4-FOOT MINIMUM COVER. · @-INSTALL I' ELECTRICALL CONDUIT, HITH 12' SWEEPS,TO SPRINKLER CIRCUIT. @--INSTALL_ I-INCH HATER SERVICE PER CNB STD.-502-L. @-INSTALL.RAINBIRD 3/4' VACUUM BREAKER. @--INSTALL SPRINKLER CONTROLLER HIRES, 14 GAUGE SINGLE-STRAND WITH BANDING AT 5-FOOT INTERVALS AND 4-FOOT MINIMUM COVER. 40' ~; J _·_ 1 .J • X· ···t·: t::.' I' .• X I,,,-.-- / I I I I I I I \ \ I I I I \ \ \ I I I \ \ I I I I \ \ I I I I I \ \ '-'----------------- ;;:.::;-,--, --'--+ -'--- 28 29 30 NOTE: SPRINKLER CONTROL HIRES Hl:LL BE CONNECTED TO AND TESTED WITH THE SPRINKLER CONTROLLER IN THE SPRINKLER CONTROL CABINET LOCATED AT 56TH STREET AND SEASHORE DRIVE 35 REF.: FE 523 SHT 9-; FB 522 SHT 84 SlrRIEIElr GARAGE I I I I \ \ I I I I \ \ I I I I I \ \ , _____ _ , ..... -------- ,,,,,..---- 1" ,,,.--- ( I I I I I I I I \ I I I I \\ C-2984 -:,O~ WOLr, ~· ~ 11~i APPROVED '\/J If -l--+---+------+-------1 uJ, {2~ i~ OCEAN FRONT STREET END -IRRIGATION PLANS No. 22695 Exp. 12-31-94 C!VI\.. OF" Cf\\..'!.< PUBL~~E~or:~ ~J:;~TOR 42ND ST., 43RD ST., 44TH ST. DATE fJ~[f!-"l'r 45TH ST. AND 46TH ST. 1-□-AT_E~s_v__,___:_ ___ DES_c_RI_Pr_rn_N ____ -'--AP-P'_□.-1- 0_ES_rG_NED _ _:SL=--i-□RA_wN_.M._.GR-.cAz:,cI"-'-IA C I TY OF NEWPORT BERCH R-5 6 7 3-S CHECKED LD DATE 9 Au 1994 PUBLIC WORKS DEPARTMENT SHEET 4 OF 4 R E V I S I O N S I ' I :!l / / I I I TI m 0 TI 0 m TI 0 ' z n > C ~, ~ ~ "L---- n > C -, 0 " ~ '4 .. ... • ,. ..c iO I ~· • ~ u, • V, 0 JJ ~ ::::, z G) >L---- -u > z 6 0 r 0 JJ n 0 1> ~ <'. -u < 0 $ z ~ 0 ,-, . ' m N . M ,N RELOCATE EXISTII\G SIGN OUTSIIE LAIDII\G AREA I • 15' I l!i -~---ig: f.=-_. . 38 _· . . . = mu _A I~ I r y awG: STREET / 11' I I &! I ~1 '"' I • ~- I i:'j ~ II I le t----+---H -- 6 I '1 '1 '1 '1 '1 ~II ~ • II 0 = nil G; u11 • 11 ()II ~ I I X l I ... (EASTERLY PLANTER SHOWN) (REAR WALL) . ' w > -a: C w ~ !fa': w U'J INIOTIE: 0 ® G) . ' SIIDRJ( I I ~ 4.5' SIEC7r ~OINI ® ---z N.T.S. ALL SIPPLY LINES SHALL BE COPPER WITH NO riTTINGS UNDER CONCRETE. PROVIDE AND INSTALL HAHS MODEL 6248.60 SELF QOSING BIB FAUCET WITH THIS DRINKING FOUNTAIN. l PROVIDE AND INSTALL ONLY 'SHEEP" TYPE FITTINGS ON DRAIN LINES. WITH THIS IF!INKING FOUNTAIN. DIRT, SOIL MIX, NUMBER AND LOCATION OF SPRifl<LERS SHALL BE APPROVED BY PARKS MAINTENANCE PERSONNEL. 38 PUtffiR I 8 5ftID 11£ACH . V • 6' TYP 2' TYP. I '-8' SIEC7r~OINI ® ---Y N. T. 5. B.M. : IJ-58-80 LEVEL YR. 85' ADJ. YR. 76' EL. 7 .115 38 . ' . 'l' ' N .'4·,·· I 5' . ' 16' • 0 N. 6 IP' ILAINl7rlEIR !SlOX i / [D)[E7r A ~ IL OONSTRUCTOON NOTES APPROXIMATE SCR..E: 1"=2' (EASTERLY PLANTER SHOWN) l / 0 REMOVE EXISTING ENCROACHING IMPROVEMENTS. © CONSTRUCT 4-INCH P.C.C. SIDEWALK. 0 CONSTRUCT 6-INCH P.C.C. LANDING. @ @ @ @ ® ® @ CONSTRUCT P.C.C. THICKENED EDGE PER DETAIL •c• ON SHEET I. CONSTRUCT P.C.C. PLANTER PER DETAIL 'E' SHOWN HEREON AND FILL ALL CELLS WITH MORTAR. BLOCKS SHALL BE 8" WIDE, 6' HIGH ORCO SLUMP STONE, LR PAZ. INSTALL t4 REINFORCING BRR. INSTALL t4@ 16" ON CENTER AND GROUT IN PLACE. INSTR..L REMOVABLE BOLLARD PER CNB STD.-917-L. RE-PLANT EXISTING PALM TREE IN NEW PLANTER AS SI-IOlf-l. CONSTRUCT P.C.C. PLANTER PER DETAIL 'D' SHOWN HEREON AND FILL ALL CELLS WITH MORTAR. BLOCKS SHALL BE 8" WIDE, 6" HIGH ORCO SLUMP STONE, LR PAZ. REMOVE HOOD RETAINING HALL AND PROTECT EXISTING POST. INSTALL 15, 5-GALLON NATAL PLUM AND 15, 5-GfLLON PINK LADY PER PLANTER .. REMOVE EXISTING IRRIGATION SYSTEM AND INSTALL NEH SCHEDULE 40 PVC IRRIGATION SYSTEM WITH SUFFICIENT SPRINKLERS TO IRRIGATE NEW RISER PLANTER. INSTALL PER PARKS MAINTENANCE SUPERVISOR'S INSTRUCTIONS . REMOVE INTERFERING LANDSCAPING AND BRICK PLANTERS. JOIN NEW HALL TO EXISTING HALL. INSTALL 5, 5-GALLON NATAL PU.ti AND 5, 5-GALLON PINK LADY PER PLANTER. SUPERVISOR'S INSTRUCTIONS. REMOVE EXISTING DRINKING FOUNTAIN, PROVIDE AND INSTFLL HAWS MODEL 3150 DRINKING FOUNTAIN USING EXISTING WATER Sll'PLY LINES PROVIDE AND INSTALL 1 1/2' SCH 80 PVC IF!AIN LINE. PROVIDE AND INSTALL 1 1/2' PERFORATED SCH 80 PVC IF!AIN LINE, WRAPPED IN FILTER FABRIC TO PREVENT SAN□,INTRUSION. DRAIN LINE HILL BE CFPPED AT DRAIN OUTLET. F.B. 520, PG. 50 PU L HORKS OR R.E. NO. 16791 mrcdoNI :>, l~q~ No. 22695 Exp. 12-31- ~ CIVIL Or CAL1< i ' i C-2984 PLANTERS RECONSTRUCTION AT ORANGE STREET RPP'D. DESIGNED !ii.. DRRHN tt:; CI TY OF NEWPORT BEACH R-5673-S 1----+---t-----R-E-v1-s1-o-Ns-----+---1-cc~HE=c"'KE=o--=JH=-+cD=_RTccc~-2 _De_c_.l=-99-14 PUBLIC WORKS DEPARTMENT SHEET 4A OF 4 DAT£ BY n 2 ' n a z z C "'----- I I ~ z 6 5 " n 8 0 ~ 6 ~ ,., g 35 f: ~ ~ Q ~ i5 z ~ 0 a '" :-.: 2. :_, ~ C C n ~ '1'b ~ ~ ~ C lo ,_J ~-J , .. ;~:_" -· c;·~ ,:::._ C 5~ CD 1,1 IJ ) -,,------, ,: z I ,c ,-0 ?,i n O U s f: ~ ,.-, ::::J ;? ~ s 0 < " z 6 C< ~ z C ~ ); a I I ~ 0 ~ :IJ ~ t < la,. z Q ~ .-:-:_ r..= ' "1i! ' ~