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HomeMy WebLinkAboutR_5831_SCITY OF COSTA MESA ~ CD \1CTORIA ST +wn ~ 1.{\' . 0 i :c µ ,q . 0:::, ~ --~-z, l;i:i __ J_+ ,, 1 "' 0 • f~ ::i I \(}~-~,-··--· -+ 1111:j~-➔-~-~ TH ST: ·--1 ~_!__ - ., ! .• i , ~ PROJECT LOCATION PAc1r1c VICINITY MAP NOT TO SCALE :/(!) ~ \ ~- \ \ SYMBOL ABBREVIATIONS SHEET INDEX (IN ADDlllON TO GREENBOOK SECTION 1-3.2) SHEET NO. DESCRIPTION -0-POWER POLE 8 SEWER CLEANDUT ® SEWER MANHOLE @ STORM DRAIN MANHOLE t,()'1 FIRE HYDRANT • WATER METER 1111 STREET LIGHT PULL BOX 1111 TRAmc SIGNAL PULL BOX ~ STREET LIGHT C WATER VAL\lf. <-GUY WIRE A SURVEY MONUMENT I> SIGN fl VAULT \If.NT e TREE Ill IRRIGATION CONTROL VAL\-£ lllll CABLE TV PULL BOX _., CORING LOCATION <O ELECTRICAL MANHOLE [El ELECTRICAL PULL BOX ~~""'/ / / // / ~ BUILDING - - - -EXISTING CONSTRUCTION ----PROPERTY LINE ----NEW CONSTRUCTION ---{---CENTERLINE ----S----SEWER LINE ----W----WATER LINE ---G---GAS LINE --E--ELECTRICAL LINE --T---TELEPHONE LINE -CATV-CABLE\1SION LINE --SP--SPRINKLER SYSTEM -x-x-x-FENCE BLOCKWALL AB ARV ACP AC BC BCR BVC BU< CATV C1 ct CMB CNB CL CLR C&G E EC ECR EVC EXIST FLG FE FL FM G GV GB GE IP&T LT MAX MJ MlN NG N NTS NO 0G PE PG PROP PB RCP RET RT SCH s sco SUH SHT SW s SCE SQ STL T w W/ AGGREGATE BASE AIR RELIEF VALVE ASBESTOS CEMENT PIPE ASPHALT CONCRETE BEGIN CUR\lf. BEGIN CURVE RElURN BEGIN VERTICAL CURVE BLOCK CABLE TV CAST IRON CENTERLINE CRUSHED MISC. BASE CITY OF NEWPORT BEACH CLASS CLEAR CURB AND GUTTER EAST /ELECTRIC END CURVE END CURVE RElURN END VERTICAL CURVE EXISTING FLANGE FLANGED END FLOW LINE FORCE MAIN GAS GATE VALVE GRADE BREAK GROO\lf.D END IRON PIPE AND TAG LEFT MAXIMUM MECHANICAL JOINT MINIMUM NAlURAL GROUND NORTH NOT TO SCALE NUMBER ORIGINAL GROUND PLAIN END PROFILE GRADE PROPOSED PULL BOX REINFORCED CONCRETE PIPE Rt.1AiNING RIGHT SCHEDULE SEWER SEWER CI.EANOUT SEWER MANHOLE SHEET SIDEWALK SOUTH 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 TITLE SHl::ET TYPICAL SECTIONS -RIVER AVE TYPICAL SECTIONS -47th, 48th, 49th, 50th, 52nd, 53rd ST PLAN & PROFILE RIVER AVE STA 0+00 TO STA 4+00 PLAN & PROFILE RIVER AVE STA 4+00 TO STA 8+50 PLAN & PROFILE RIVER AVE STA 8+50 TO STA 13+00 PLAN & PROFILE RIVER AVE STA 13+00 TO STA 17+00 PLAN & PROFILE RIVER AVE STA 17+00 TO STA 20+00 PLAN & PROALE 4 7th & 48th ST PLAN & PROFILE 49th ST PLAN & PROFILE 50th ST PLAN & PROFILE 52nd ST PLAN & PROFILE 53rd ST DRIVEWAY DETAILS -RIVER AVE DRIVEWAY DETAILS -RIVER AVE DRIVEWAY DETAILS -RIVER AVE DRIVEWAY DETAILS -RIVER AVE DRIVEWAY DETAILS -RIVER AVE DRIVEWAY DETAILS -NUMBER STREETS PARKING BAYS & CURB RAMP DETAILS -RIVER AVE CURB RAMP DETAILS -RIVER AVE UTILITY DETAILS SIGNING & STRIPING -RIVER AVE & 48th, 49th, Soth ST SIGNING & STRIPING -RIVER AVE & 51th, 52nd, 53RD ST Ll.1 IRRIGATION PLAN Ll.2 IRRIGATION PLAN Ll.3 IRRIGATION PLAN Ll.4 IRRIGATION PLAN Ll.5 IRRIGATION PLAN Ll.6 IRRIGATION DETAILS Ll.7 IRRIGATION LEGEND & CALCULATIONS LP .1 LANDSCAPE PLAN LP.2 LANDSCAPE PLAN LP.3 LANDSCAPE PLAN LP.4 LANDSCAPE PLAN LP.5 LANDSCAPE PLAN LP.6 PLANTING NOTES & DETAILS SOUTHERN CALIFORNIA EDISON SQUARE STEEL TELEPHONE 'Iii.ST/WATER 'MTH EMERGENCY TELEPHONE NUMBERS DAY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFlC TELEPHONE COMPANY (800)-624-8153 (800)-611-1911 LEGEND v2::,:;1 L·.<:·.; l AC PAVEMENT t><)<><><3 COLD MILL & AC OVERLAY CITY OF NE\\f>ORT BEACH (UTILITIES DEPARTMENT) ORANGE COUNTY SANITATION DISTRICT 611 {949)-644-3011 !714)-962-2411 714)-542-6222 800)-422-4133 949)-574-1000 NEW PCC PAVEMENT CALL TOLL FREE 811 BEFORE YOU DIG TIME WARNER CABLE UNDERGROUND SER\1CE ALERT MCWD BASIS OF BEARINGS: n£ -ARE 8ASfD Ill n£ BEARING llETIIEEN OCS HOIIZ<JIITAl CQIJR(L STAlKIN GPS NO. 630! NIil STAllON GPS N<l 6287 HENG 1135"4$52"W PER R£<XlRllS Ill f1IE II 1HE OfFlCl: OF 1HE CRANflE COONtY SIJR\EYOR. BENCHMARK: oc:J BM 11112-7-77. EIEV. &565 NAl!lll8 OCS 111115 AO.IJSRIEIIT, '!EAR LE\ft.ED: 2005 DESC_, BY OCS 2002 RMlll 3 3\4" OCS ALUIIINUII Bl!NCIIIARK DISK STMffD "1182-7-71", SET IN 11£ SOUlHll(ST CORNER OF A 7 rr. BY 4.5 rr. COICRE1E CA10t -· _,-IS LOCAlED IN 1HE SOUTHEAST 0IIRNER OF 1HE IN1BISECllON OF SlJP£RIOR A\tllE Nil PACIRC COAST IIGIIWAY. <4CIO FT. EASTERLY OF 11£ CEN1mJNE Cf' SUP£JIIOI! A'IENllE ANO <Ml FT. StlU11£RLY OF 1HE CEH1ER MEllWI ALONG POi. -.OT IS SET lE'B. l1lll 1HE SIDEWAil. PUBLIC WORKS DEPARTMENT PEDESTRIAN COASTAL ACCESS IMPROVEMENTS RIVER AVENUE, 47th STREET, 49th STREET, 50th STREET, 52nd STREET, & 53rd STREET 11 i /1 C-3628 R.C.E. NO. 36106 APPROVED: 1 ?<1,rs! ft)}/) DEPUTY PWD / CITY ENGINEER R.C.E. NO. 47961 NIGHT (800)-624-8153 (800)-611-1911 611 (949)-644-3717 (714)-644-6222 {800)-422-4133 (949)-631-1200 CIVIL WORKS Engineers, Inc. 3151 Airway Avenue, Sui.le S-2 Costa Mesa, C4 92626 (714) 966.9()(j() '✓ LOCATION MAP NOT TO SCALE DATE: ~-/-6 "'-f SUPERIOR AVENUE APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: l~b-~ ~()hJ/PJ • C MARK HARMON ~ORGE MURDOC~ GENERAL SERVICES DIRECTOR UTILITIES DIRECTOR RE\1EVED: GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFlCATIONS FOR PUBLIC WORKS CONSTRUCTION," 2003 EDlllON AND SUPPLEMENTS TO DA TE, EXCEPT AS OTHERWISE STA TED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. 2. EXIS11NG UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FJELD PRIOR TO BEGINNING CONSTRUCTION. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FlNISH TO ADJOINING IMPROVEMENTS. 4. P.C.C. SHALL BE CLASS 560-C-3250. 5. CONTRACTOR SHALL ADJUST CITY U11LITIES (e.g. SCO, SURVEY t.lONUMENTS, SEWER AND STORM DRAIN MANHOL£S) FRAMES AND COVERS TO FlNISHED GRADE. WATER V~VES CANS SHALL BE REPLACED & RAISED TO GRADE. ALL OTHER U11U11ES SHALL BE ADJUS1tD TO GRADE BY 011-IERS. 6. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND UATCH LINE AND GRADE OF EXISTING IMPROVEMENTS. 7.ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE IMMEDIATE ATTENTION OF THE CITY OF NEWPORT BEACH PUBLIC WORKS DEPT. FAILURE TO DO SO WILL PLACE RESPONSIBILITY ON THE CONTRACTOR FOR CORRECTION. 8. CORRELATION OF DRAWINGS AND SPECIFlCA TIONS. ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFlCATIONS, OR VICE-VERSA, SHALL BE FURNISHED AND PERFORUED AS THOUGH SPECIFlCALLY INDICATED AND CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO ORA WINGS AND SPECIFlCA TIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTORS EXPENSE. 9. CONTRACTOR SHALL COORDINATE ALL ON-SITE ANO OFF-SITE WORK. 10. EXISTING CURB DRAINS SHALL BE RECONSTRUCTED AS PART OF NEW CURB AND GUTTER WORK. CONSTRUCTION NOTES (.\__COLO MILL EXISTING AC PAVEMENT (VARIABLE DEPTH, ~1-1/2" MAX) G)-coNSTRUCT 2" THICK FINISH COURSE AC OVERLAY ~ __ CONSTRUCT 6" FULL DEPTH AC PAVEMENT ~(4" BASE COURSE OVER 2" FINISH COURSE.) @-coNSTRUCT 6" PCC OVER COMPACTED SUBGRADE 0-coNSTRUCT 6" CURB & GUTTER TYPE "A" PER CITY STD-182-L @-coNSTRUCT 6" ROLLED PCC CURB & GUTTER PER DETAIL SHT 19 0-coNSTRUCT 5• CURB TYPE "B" PER CITY STD-182-L ~ CONSTRUCT CROSS GUTTER PER CllY STD-185-L \:::./-MODIFIED PER DETAIL •c• SHEET 2 ©-CONSTRUCT LONGITUDINAL GUTTER PER APWA STD. PLAN 122-1. 0-coNSTRUCT 4• THICK PCC SIDEWALK PER CITY STD-180-L. Q_coNSTRUCT CURB ACCESS RAMP CASE "G" PER CITY STD-181-L-A ~ & SEE RAMP DETAILS FOR MODIFICATIONS. (.;';:\_ CONSTRUCT CURB ACCESS RAMP CASE "J" PER CITY ST0-181-L-B ~ & SEE RAMP DETAILS FOR MODIFICATIONS. r,:;\, CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH TYPE 1 PER CITY STD-162-L ~ SEE DRIVEWAY DETAIL SHEETS FOR MODIFICATIONS {'W' PER PLAN) ~CONSTRUCT RESIDENTIAL _DRIVEWAY APPROACH TYPE 2 PER CITY ST0-163-L ~ SEE DRIVEWAY DETAIL SHEETS FOR UODIFICATIONS ('W' PER PLAN) @-cRACK SEAL PER DETAIL "A" ON SHEET 2 @-coNSTRUCT 3'x3' TREEWELL WITH GRATE. (GRATE PER LANDSCAPE PLAN) UTILITY CONSTRUCTION NOTES RELOCATE EXISTING FIRE HYDRANT PER CITY STD-500-L (SEE SHEET 22 FOR DETAILS) ADJUST TO GRADE (ITEM PER PLAN) ~ADJUST TO GRADE SEWER CLEANOUT (WITHIN NEW GUTTER LIMITS) ~PER CITY STD-406-L TYPICAL @-ADJUST TO GRADE ELECTRICAL FACILITY (BY OTHERS) @-RELOCATE UTILITY VAULT VENT PIPES (BY OTHERS) 35 RELOCATE STREET LIGHT PER CITY STD-200-L REPLACE VALVE BOX & ADJUST TO GRADE PER CITY STD-511-L PROTECT IN PLACE AND/OR ADJUST TO GRADE "STREET LIGHT" PULL BOX RELOCATE ELECTRICAL SERVICE AWAY FROM RAMP IF CONFLICT EXISTS. REPLACE EXISTING PULL BOX W/ CITY STD-204-L & ADJUST TO GRADE PULL BOXES & CONDUITS INSTALL TEE W/ C110 FITTINGS AND TWO DRESSERS (ONE AT EITHER SIDE OF THE MJxMJ TEE) FURNISH & INSTALL C-900 PVC CL200 PIPE (36" MIN LENGTH) UTILITY RELOCATION BY UTILITY OWNER. RELOCATE WATER METER PER CllY STD-502-L 44 REPLACE WATER METER BOX & COVER PER CITY STANDARDS. @-FU~ISI-I & INSTALi. MAIN LINE VALVf ~ crrv STD-508-L. (SEE SHEIIT 22 FOR DerJ\ILS) UTILITY GENERAL NOTES RECORD DRA\N1NG C-3628 1 1/1 J ~ //a ,, . ~ _yJ',j ... ,,I,, --· ., TITLE SHEET RIVER AVENUE Mi¢HA£LSll'IACORI, RCE 46214 ASSISTA~T CITY ENGINEER DESIGNED: DRAWN: DG JS CHECKED: DATE: MU 3 10 09 PEDESTRIAN COASTAL ACCESS IMPROVMENTS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5831-S SHEET 1 OF 37 OFF-SITE IMPROVEMENTS PER SEPARATE PLANS 6' COMPACTED BACKFILL (CLASS 'A' TOPSOIL AT PLANTERS NON-EXPANSIVE SOILS UNDER PCC) ~ a:: C!) z !ii X w OFF-SITE IMPROVEMENTS PER SEPARATE 6' PLANS __ c& ___ Tl I -- 1 I 2 COMPACTED BACKFILL (CLASS 'A' TOPSOIL AT PLANTERS NON-EXPANSIVE SOILS UNDER PCC) OFF-SITE IMPROVEMENTS PER SEPARATE PLANS 6' 30' 30' 30' VARIES 15' & VARIES 20' VARIES RIVER AVENUE STA 3+00.00 to 3+28.66 NO SCALE 15' & VARIES 20' VARIES RIVER AVENUE STA 2+94.73 to 3+00.00 NO SCALE 20' 20' RIVER AVENUE STA 1 +41. 73 to 2+94.73 Lt STA 1 +66.5 to 2+51.17 Rt NO SCALE 30' 30' 30' 6' ~ a:: C!) z !ii ~ ~ ' a:: C!) z !ii X w ~ ' a:: C!) z !ii X w 30' 5' & VARIES 6' VARIE 13' 5' PG 30' 20' t C!) z !ii X w L:_~'e""~3% VARIES "t""=I T -----:::-: COMPACTED BACKFILL (CLASS 'A' TOPSOIL AT PLANTERS NON-EXPANSIVE SOILS UNDER PCC) ~ a:: C!) z !ii x w 6' & VARIES VARIES ~ a:: C!) z !ii X w 6' COMPACTED BACKFILL (CLASS 'A' TOPSOIL AT PLANTERS NON-EXPANSIVE SOILS UNDER PCC) 30' 8' & VARIES 30' 5' RIVER AVENUE STA 8+08.64 to 8+84.70 NO SCALE 13' 20' RIVER AVENUE STA 5+88.64 to 6+72.64 STA 7+23.72 to 8+08.64 NO SCALE 13' 20· RIVER AVENUE STA 3+84.75 to 5+88.64 NO SCALE t C!) z f-en 30' ~ t C!) z !ii X w 30' ~ a:: C!) z !ii x w VARIES 6' COMPACTED BACKFILL (CLASS 'A' TOPSOIL AT PLANTERS NON-EXPANSIVE SOILS UNDER PCC) t C!) z .= en x w VARIES r 6' -- I 1--I I - ~ COMPACTED BACKFILL (CLASS 'A' TOPSOIL AT PLANTERS NON-EXPANSIVE SOILS UNDER PCC) 30' 5' & VARIE 30' 5' & VARIE 13' 20' 5' PG VARI s /✓-~ .,,.~::.d ,1',r,.~,,L.~ RIVER AVENUE STA 10+25.00 to 10+92.88 STA 11 +46.13 to 13+05.16 STA 13+56.80 to 15+19.50 STA 15+71.27 to 17+34.31 STA 18+05.45 to 18+97.71 NO SCALE 13' 20' 5' PG 30' 30' ~ a:: C!) z !ii X w TRANSmON ·1 1· TRANSITION FLOW ":.t- ---,-..... .,:_· -.. , • - • • - • co ··-··-~· .... ·----- CURB PER PLAN MAINTAIN LOCATION OFFSET OF FLOWLINE FLOWLINE MODIFIED CROSS GUTTER C SEE STD-185-L FOR ADDITIONAL INFORMATION NO SCALE ,_ t C!) z !ii X w 30' 6' 5' EXISTING DRIVEWAY~' --VAR/ES 11,t -_ 2% 'k. Rtt, 13' JOIN EXISTING DRIVEWAY r~•:s:i:'~-'.i~~;~r----,........, ...... -1 I I RIVER AVENUE TYPICAL DRIVEWAY B NOTES· SEE CONSTRUCTION DETAILS FOR ADDITIONAL INFORMATION '------' NO SCALE :...l --1 r wIDE MIN. t =~EXIST~M; PLANTING 1 CURB & GUTTER 1. ROUTE CRACKS THAT ARE ~" WIDE OR GREATER TO ¾" MIN. DEPTH. 2. AIR BLOW DEBRIS AND MOISTURE FROM CRACK. 3. FILL WITH HOT CRACK SEAL COMPOUND PER SPECIFICATIONS. ~ a:: C!) z !ii x w 4. FOR CRACKS ½" WIDE AND GREATER, FILL WITH TYPE "F" AC PER SPECIFICATION. PAVEMENT CRACK FILLING a NO SCALE CONSTRUCTION NOTES: 0-COLD MILL EXISTING AC PAVEMENT (VARIABLE DEPTH, 1-1/2" MAX) @-coNSTRUCT 2" THICK FINISH COURSE AC OVERLAY f,;;;\_CONSTRUCT 6" FULL DEPTH AC PAVEMENT ~(4" BASE COURSE OVER 2" FINISH COURSE.) @-coNSTRUCT 6" PCC OVER COMPACTED SUBGRADE G)-coNSTRUCT 6" CURB & GUTTER TYPE "A" PER CITY STD-182-L 0-coNSTRUCT 6" CURB TYPE "B" PER CITY STD-182-L % VAR/S i:·.:::-::-:. . ·--~,;· •: ...... -· ~ b:~~~. @-coNSTRUCT LONGITUDINAL GUTTER PER APWA STD. PLAN 122-1. 0-coNSTRUCT 4• THICK PCC SIDEWALK PER CITY STD-180-L. fn'\_CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH TYPE 1 PER CITY STD-162-L ~ SEE DRIVEWAY DETAIL SHEETS FOR MODIFICATIONS ('W' PER PLAN) RIVER AVENUE STA 9+35.82 to 10+25.00 NO SCALE @-cRACK SEAL PER DETAIL "A" ON SHEET 2 DISPOSITION NOTES: @-PROTECT IN PLACE (ITEM PER PLAN) @-REMOVE CURB & GUTTER 0---REMOVE SIDEWALK @-REMOVE AC PAVEMENT N u C, CJ CT u RECORD DRAWING C-3628 -~ ~----------------------------------------------~--~------------------------------------,0 PREPARED BY: CIVIL WORKS Engineers, Inc. 3151 Airway Avenu~ Suite S-2 Costa Mesa, CA 92026 (714) 966-9060 I STREET IMPROVEMENTS s APPROVAL RECOMMENDED: RIVER AVENUE l------lf------+----------------+--------1 MICHAEL SINACORI RCE 46214 TYPICAL SECTIONS (_) 0 (_) // L_JL----l----------------L--~A~ss~1s~TAN~T~c~1TY~EN~c1~NE~E~R-~ __ .J:P~E~DE!!l!~S~1 ~ffjj~•~.N~<nQQ~\ST.~AL~~N.~C>~CE~~s!SJ!it.FROVEM~~~~ans~~-=--=:--::~ t: DESIGNED: DAG DRAWN: JS CITY OF NEWPORT BEACH R-5831-S :~ NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DA TE: MM MAY 09 PUBLIC WORKS DEPARlMENT SHEET 2 OF 37 ,-, 3.5' COMPACTED NON-EXPANSIVE SOIL BACKFILL VARIES 4' TO 7' ~ a:: C!l z ~ i'.:i ~ a:: C!l z ~ X w 7' 2% 15' 15' 11.5' 11.5' 2%& 2%& VARIES VAR/ ~ 48thSTREET STA 2+34.DO to 2+58.61 Lt STA 2+34.00 to 2+77.00 Rt NO SCALE 15' 15' 8' 12' I 5' C!l z ~ i'.:i ~ a:: C!l z Bi X w ~ARliS I~· I1-i~mlli;:--_ _ _I . __ ...F'--'T ... -____ _[ SAWCUT 47th STREET STA 2+89.00 to 3+11.41 NO SCALE 15' 15' VARIES 8' TO 11' 12' 47th STREET STA 2+79.00 to 2+89+00 NO SCALE 3.5' SW & DWY ~ a:: C!l z .= V) x w 5.5' 5.5' 2% -. 15' 15' 9.5' 11.5' 49thSTREET STA 2+23.77 to 2+41.04 Lt STA 2+23.77 to 2+42.74 Rt NO SCALE 15' 15' 9.5' 11.5' w:-~ COMPACTED J 3 NON-EXPANSIVE SOIL BACKFILL SAWCUT 28 49thSTREET STA 0+16.51 to 2+23+.77 NO SCALE C!l z ~ x w 15' CONSTRUCTION NOTES: 0-COLD MILL EXISTING AC PAVEMENT (VARIABLE DEPTH, 1-1/2" MAX) @-coNSTRUCT 2" THICK FINISH COURSE AC OVERLAY ~CONSTRUCT 6" FULL DEPTH AC PAVEMENT ~(4" BASE COURSE OVER 2" FINISH COURSE.) G)--coNSTRUCT 6" CURB & GUTTER TYPE "A" PER CITY STD-182-L EXISTING DRIVEWAY~ JOIN EXISTING DRIVEWAY 5.5' NEW SIDEWALK -----. PER PLAN ~ TREE GRATE PER LANDSCAPE PLANS @--coNSTRUCT 6" ROLLED PCC CURB & GUTTER PER DETAIL SHT 19 0---coNSTRUCT 4• THICK PCC SIDEWALK PER CITY STD-18D-L. @-cRACK SEAL PER DETAIL "A" ON SHEET 2 3.5' 3.5' 47th to 53rd STREET TYPICAL DRIVEWAY SEE CONSTRUCTION DETAILS FOR ADDITIONAL INFORMATION NO SCALE 3.5' 3.5' 15' 15' 11.5' 9.5' 50thSTREET STA 2+ 18.53 to 2+33.53 Lt STA 0+16.14 to 2+35.29 Rt NO SCALE 15' 15' 11.5' 9.5' 5' 5' NEW CURB & GUTTER PER PLAN CURB FACE TYPICAL TREEWELL (!) NO SCALE 5.5' 5.5' 3.5' 3.5' C!l z ~ x w 15' 15' 11 .5' 9.5' 52nd STREET STA 2+01 .68 to 2+24.17 Lt STA 2+01 .68 to 2+23.48 Rt NO SCALE 15' 15' 11.5' 9.5' DISPOSITION NOTES: @-PROTECT IN PLACE (ITEM PER PLAN) @-REMOVE CURB & GUTTER @-REMOVE CURB 0-REMOVE SIDEWALK 15' 15' 5.5' 5.5' 9.5' 11 .5' 5.5' ~ ~I- ~-- COMPACTIED =f \....: NON-EXPANSIVE SOIL BACKFILL SAWCUT 28 53rd STREET STA 1+74.34 to 1+80.13 Lt STA 1 + 74.34 to 1 +89.34 Rt NO SCALE 15' 15' 5.5' 9.5' 11.5' 5' 5' 2 C!l z ~ x w I 3.5' 3.5' I I ~ -~ SW & d , , DWY 1 I - .N □ -·I· ~0 -I~ t-wc"'~""Ts"'-'·~~w ~cowe,crrn w ~<@ -I~ --"'""'~L..ll ~I ~2 w:1-I_ ~ -I I ~2 I 1/ U......w-<"~"; ----bl 1 ~:v & CURB&: 1 GUTTER 50th STREET STA 0+16.14 to 2+18.53 NO SCALE V I"'-NON-EXPANSIVE SOIL BACKFILL s~wc:B -~~OMPACTED I .::.,; I'-NON-EXPANSIVE 52ndSTREET STA 0+19.15 to 2+01.68 NO SCALE SOIL BACKFILL l...:.rlt:---SAWCUT 3 1 CURB & COMPACTED NON-EXPANSIVE SOIL BACKFILL 28 GUTTER 53rd STREET STA 0+16.40 to 1+74.34 NO SCALE RECORD DRAWING C-3628 'T u C, CJ CT u " '. () u .c C1 . ·-' ~----------------------------------------------~--~------------------------------------,0 PREPARED BY: CIVIL WORKS Engineers, Inc. 3151 Airway Avenu~ Suite S-2 Costa Mesa, CA 92026 (714) 966-9060 APPROVAL RECOMMENDED: STREET IMPROVEMENTS 47th, 48th, 49th, 50th, 52nd & 53rd STREET I (I) 0 ,/' l------lf------+----------------+-------1 MICHAEL SINACORI RCE 46214 TYPICAL SECTIONS (_) 0 (_) // L_JL----l----------------L--~A~ss~1s~TAN~r~c~1TY~EN~c1~NE~E~R-~ __ .J:P~E~DE!!l!~S~1 ~ffjj~•~.N~<nQQ~\ST.~AL~~N.~C>~CE~~s!SJ!it.FROVEM~~~~ans~~-=-=:--::~ t: DESIGNED: DAG DRAWN: JS CITY OF NEWPORT BEACH R-5831-S :~ NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DA TE: MM MAY 09 PUBLIC WORKS DEPARlMENT SHEET 3 OF 37 C') 8 t t 8 + + [6 an tu w r ~ t + w w en t • g +-+-+-+-f----1--+-+-+-+-+--f-+-+-+-+-+-l-+-+-+-+-+-f----1--+-+-+-+-+----+-+-+--+-+-l-+-+--+--+-+-+-l--+--+--+-+-+------a--+-----+----l- ------<f-z---<i i-~· ~~ rrf • \_-8<15 IN~ NL~L ~I ~~P-OF C~~~ Ff----_J----+--w ti -------- ~ ~ .c1_ ~--~1 _j ~ ~ ~ W~., 7 -cvl > l>(I) ~ Z I c.. z< I ~ .~ C) ---+----+---:0 C:::-0 -=-t---+O e::: :5 t t +---+---+-t-t----t-----l-l-t-t-t-+---+-+---+---+---+---+-----+----+-----+---+---+---+---+---+---+-t--+----t-----l-l-----1----1----I----+-+---+---+---+---+---+-----+----+-----+---+---+---+---+-+---+-+-+ w•• ~ ti~'.:: c., >---WN l"l---l-----ll-----l-----l----l----+-+-+---+~~~-=t----t----t-----ll-l-t-t-+---+--J~-let::-F--+---+---+---+---+++++---+---+---+-----t--t--t----t----t-----ll-l----t-t-t-t-+---+---+---+---+---+++++---+---+lc2;j-~~ul>+++---+---+---+---+---+---+---+---+-----l-----ll-----l-----l-----l-----+-+-+-+---+--+--+++++---+---+---+---+---+---+---+---+-----l-----ll-----l-----l-----l-----+-+-+-+---+--+-+-++++---+---+---+---+-----+---+---+---+-----l-----ll-----l-----l------l------l------l----1------1-----l-----l----l -.... +ID ~ 0 tn-V>C:::N T d ;Ji 1 ~ 1 ~ ~-OOC! """ (/) '°· c:.s ~ ffi """ ixi ~~ zoo +~~ ~ ..... ~I') l. -007+ IO-----,-c::t O 00 z 00 z t0·<D7 ...J + o "": 1 CENTERLINE FIN~ED lsu i FAf E t0 !xi ~ 0 ;:! -a, -I; --?-f' ---~r"""lt.~-=:~--r=-t ~--t=,_7_=-7; =-±: i 7 --l-~i~i~=!'.:-r~~UlN::'." ~ll~oo .... ~-=~~:::~i ~1 1~0~-~20~%~--=~~~;1 ~=--;+-::.__:._L:_~J ~1 .-=1 ~;1}r--~·~i~--;--:...,.,,.....,.._~-]-, ~ d 6 7 L=2~.1 D' c:: , -"'---~-I I cENTERL-1~-E 1Ex1ST1N~ ~R , uND -L ~---r-[ -= -__ ------, ___ ,-----1M L= 1 8.D2' +-_ o.c. 0 c W 2.1s· nu .. et:: et:: ~ ..... u o u M ~ ~ ~ w 5 o.cJ Iii t-t QI--+ I• a) -e:::-0: lO C.., C\I IX) X U _,___,__ 8 o~ r-->---,_ «i~ I nu 5 w M 1 et:: ..i-' ~ 00 tO ~ l+'°rrilf-r-----+-1·--~ --'.:: _ w!i::-+-+--fw:-lt---+---+---+---+---+++++---+---+---+-----+-----+---+----t----t-----ll-l-t-t-t-+---+-+---+---+---+---++++---+---+---+---+---+---+---+----+----+-----ll-1-t-l-l-+-+-+---+---+---+---++++---+---+---+---+---+---+---l-----+----+-----1-1--l-l-----l -1:l"l LO l , ,q-l"i> ..-,...a 1• - riiCO ~ oo oo ~00 ~ +N--~ ~ ~-"":~1...,_....... ;j;_~ I . I L -jr-1: ~ ...J l 001 """""7" 1~+----1 00 r s'tY T' p OF CURB r--0 """-~ r--g "-----+---+ 00 r--• 14 4 t r--oo oo +oo , oon :....QO.l20!:1l' %L_ -~A/:!.i-----'4.J.;'¥~--~;t..-.L: 1· _i _ _r1~::7f---+-~~=~1~~~~~=j~--~---_--_-=_-_-_--_-....:.+_ -_ -= ~.,,. --~~' ~~6~._2~0~%~"'--_j_~ _ _.!:I =ttd_l ____ __!__!_!J~4;~-~A/-;~1A/-~:~· A/-~:J· ~~/lit r..: ~ ~-6 C ] _j \ ·--f=-..L' __ L]__ L • -• _J__. -_-, _ _J -[~-r_J -~-. ·,--: t=1 i_ . .I-l --. . . , J ---=--=t roA1~,;) r -o.6§%) j____\ -1----l _____j_ -....::i: ------ ~XI STI Nd S'LY 1111 t ....1 ....1 FLOWUNE ~ Ii "-L "- ~ ~ IB ~ r..: f----+~r--: "' ...... I I I ...J ...J ...J "-"-"- -00 r--tO 0 00 00 cxi r--r..: Ii f----+~•O ~ -"---___,,r--f I t t t t t ...J t ...J "-"- " tO <D tO r--r..: SCALE: 1" = 20' HORIZ 1" = 2' VERT 4f00 3f50 3fOO 2f50 2fOO H50 1fOO Of50 CONSTRUCTION NOTES: c 3yos•3s• 1 o.oo· 5.78' D 33°06'36" 15.00' 500.00' E 68"49'29" 15.00' 18.02' F 111"08'32" 15.00' 29.1 o' H 90"00'00" 15.00' 23.56' 2.97' 500.0D' 10.28' 21.88' 15.00' CIVIL WORKS Engineers, Inc. 3151 Airway Avenu~ Suite S--2 Costa Mesa, CA 92026 (714) 966--9060 \ \ \ NO. I I \ \ \ \ Ss ----------- 0--COLD MILL EXISTING AC PAVEMENT (VARIABLE DEPTH, 1-1/2" MAX) 0-coNSTRUCT 2" THICK FINISH COURSE AC OVERLAY f,;";;'\__C0NSTRUCT 6" FULL DEPTH AC PAVEMENT ~(4" BASE COURSE OVER 2" FINISH COURSE.) 0-coNSTRUCT s· CURB & GUTTER TYPE "A" PER CITY STD-182-L ,";\__ CONSTRUCT CROSS GUTTER PER CITY SID-185-L ~ MODIFIED PER DETAIL •c• SHEET 2 0-coNSTRUCT 4• THICK PCC SIDEWALK PER CITY STD-180-L. t.;;;\__CONSTRUCT CURB ACCESS RAMP CASE "G" PER CITY STD-181-L-A ~ & SEE RAMP DETAILS FOR MODIFICATIONS. ~CONSTRUCT CURB ACCESS RAMP CASE "J" PER CITY STD-181-L-B ~ & SEE RAMP DETAILS FOR MODIFICATIONS. UTILITY CONSTRUCTION NOTES: @--RELOCATE EXISTING FIRE HYDRANT PER CITY STD-500-L (SEE SHEET 22 FOR DETAILS) 31 ADJUST TO GRADE (ITEM PER PLAN) & ~FUR ISH & INSTALL MAIN LINE VALVE PER CITY STD-508-L. (SEE SHEET 22 FOR DETAILS DISPOSITION NOTES: @-PROTECT IN PLACE (ITEM PER PLAN) 2 REMOVE CURB & GUTTER 4 5 REMOVE CROSS GUTTER REMOVE SIDEWALK 0-REMOVE FIENCE / WALL r;;l__SEE LANDSCAPE PLAN FOR TREE l...'.:..J"" REMOVAL/RELOCATION/PROTECTION @--REMOVE PRIVATE C0NC. STAIRS 8-RELOCATE FIRE HYDRANT PER DETAIL ON SHEET 22. §-cLEAR & GRUB PLANTING o: ~;. u [C w > 0::: I r, ? 1p 30 4P '";. !!!!!!!~S~CiiAL;;;;;E.j: !!!!1 ~. =!!2~0~' !!!!!!I cs () () .c 01 ,· SHEET 4 OF 37 C"") CD I- t w w 8 :::c en w t w ti) 6"--+' C It) co ~ en 8 w z - + ,~ 0 6~t: 8 t t 6 --i i r- 0 q ~ gr,.. +' "! IX) 0, i n r-' 8 g g 0, rs'LY TOP + "' ' IX) 0, OF CljRBI r 0.20% s ,K __ . ~ [ j-EXISTIN,G-S'[Y---1 .~ FLOWLIL ~ " 11 ~ ·IX) IX) I I 8f50 CD ~ 1-w w :::c en w w -en 19 9 12 4912 i 12 4917 4915 ~ 0, "' ~ 8f00 0.20% --------------1-- L=24.07' 1---1 o.G.W ~ 0.20% ......._-1 r L·~----=--~--- s·LY FLOWLINE ....I ....I "--"--en ,j-It) It) lxi lxi 7+50 4904 4908 fo I J ~ .j. It) .i..j> 1 DELTA 88"11 '28" 91"57'09" J 7f00 RADIUS 15.00' 15.00' --i-- L=23.09' 0.C. r-r I I I j 6f50 l 4832 LENGTH TANGENT 23.09' 14.53' 24.07 15.52' I I I I I I I I I I I S'LY--.JiP OF c J RB L~ IX) 6f00 l STLT 4824 4828 LECTRICAL .J..rv--r,I I ' I 11 IX I J L IX) 5+50 7 I I I SEWER ~ Iii t t t I _J IX) 0 lxi 5f00 I I I I 4820 Ix 4816 I/ GAS EXISTING R: I 1 X I ..,__..=_~..,.,,,, 11 I ,'----'--,+--• \ ', 0 'r-T / +---•11---=-I L /_c--•<---;i G -~ :Uc-?--a.r;; • L -/JI~- ---V.-l JS RIVER AVENUE I I 11 11' j ~ IX) en r--: 4+50 C&G I I I I _) I I 4808 i _:j 0 g 0 0 IX) 0 + ..., ,j-IX) ). [~ IX) ~ " "lit I-w w :::c en w w en ' _I 0 0 • "lit == en w z -...J :::c C) ~ 4f00 "lit tu w :::c en w w en I [8 t 6 8 t 6 8 6 t t CONSTRUCTION NOTES: 0-COLD MILL EXISTING AC PAVEMENT (VARIABLE DEPTH, 1-1/2" MAX) 0-coNSTRUCT 2" THICK FINISH COURSE AC OVERLAY ~CONSTRUCT 6" FULL DEPTH AC PAVEMENT ~(4" BASE COURSE OVER 2" FINISH COURSE.) @-coNSTRUCT 6" PCC OVER COMPACTED SUBGRADE (2rcoNSTRUCT 6" CURB & GUTTER TYPE "A" PER CITY STD-182-L fc\.... CONSTRUCT CROSS GUTTER PER CITY STD-185-L \.::'.,,"MODIFIED PER DETAIL "C" SHEET 2 ©--CONSTRUCT LONGITUDINAL GUTTER PER APWA STD. PLAN 122-1. 0-coNSTRUCT 4" THICK PCC SIDEWALK PER CITY STD-180-L. ~CONSTRUCT CURB ACCESS RAMP CASE "G" PER CITY STD-181-L-A ~ & SEE RAMP DETAILS FOR MODIFICATIONS. ro";:\_CONSTRUCT CURB ACCESS RAMP CASE "J" PER CITY STD-181-L-B ~ & SEE RAMP DETAILS FOR MODIFICATIONS. fn\__CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH TYPE 1 PER CITY STD-162-L ~ SEE DRIVEWAY DETAIL SHEETS FOR MODIFICATIONS ('W' PER PLAN) SEE DETAILS ON SHEET 15. UTILITY CONSTRUCTION NOTES: @-ADJUST TO GRADE (ITEM PER PLAN) @--ADJUST TO GRADE ELECTRICAL FACILITY (BY OTHERS) DISPOSITION NOTES: @-PROTECT IN PLACE (ITEM PER PLAN) @-REMOVE CURB & GUTTER 4 REMOVE CROSS GUTTER 5 REMOVE SIDEWALK 6 REMOVE FENCE/ WALL r;;l_SEE LANDSCAPE PLAN FOR TREE l...'.'....J" REMOVAL/RELOCATION/PROTECTION §--REMOVE RAISED PLANTER §-REMOVE DRIVEWAY APPROACH SCALE: 1" = 20' HORIZ 1" = 2' VERT co 0 C, u o: ~;. u [C w > 0::: I LEGEND r, u. ' 6" FULL DEPTH AC PAVEMENT NEW PCC PAVEMENT <:.':-- COLD MILL & AC OVERLAY DIRECTION OF TIRAFFIC FLOW co 9 1p 30 4P () l!!!c !!!!!!!!!!!Siiiiiii.~!!!!!!!!~!!!!!!!!!11 ~ SCALE: 1 "=20' 01 ' RECORD DRAWING C-3628 ·~ ~--------------------------~~---------------------~-----------~----------------------------,0 PREPARED BY: CIVIL WORKS Engineers, Inc. 3151 Airway Avenu~ Suite S-2 Costa Mesa, CA 92026 (714) 966-9060 I STREET IMPROVEMENTS s APPROVAL RECOMMENDED: RIVER AVENUE (_) 0 l------lf------+----------------+-------1 MICHAEL SINACORI RCE 46214 STA 4+00 TO STA 8+50 u // L_JL---l----------------L--~A~ss~1s~TAN~T~c~1TY~EN~c1~NE~E~R-~ __ .J:P~E~DE!!l!~S~1 ~ffjj~•~.N~<nQQ~\ST.~AL~~N.~C>~CE~~s!SJ!it.FROVEM~~~~ans~~-=-=:--::~ t: DESIGNED: DAG DRAWN: JS CITY OF NEWPORT BEACH R-5831-S :~ NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DA TE: MM MAY 09 PUBLIC WORKS DEPARlMENT SHEET 5 OF 37 c, ~ w a L~ _J w + + w 6 8 _J + + 6 6 "' I 0 0 + "I"'" r:~ t,-; + "' w z -...J :I: 0 I- ..... ~ w :I: en w w en I 0 0 c!; -< J _ ----- t r o.20~ 0 u 0 f--go -+ "!] 1')0 ~~ 7 - - I 5112 [I S'LY TOP GF CURB t-i 0.20% t 12f50 CARYL COURT 0.20% t 12-fOO 5104 t I GAS a: 1il J ____ _ J 11-f50 5100 ....I "--- C, I') C, STLT o.c. I a: UC<: U u f--U l'- )...._\w c, CD !0 IX) IX) oi oi 0 IX) C, IX) oi -oi 4_ A/-4 C, "l C, ------<>--, - -,--+ - L=2l3.07' o.c. a: I.) w 11-fOO l r r r '/Of50 • L FJ ~ ~'L " -~ "'' OF 1, l l l l l l l l l If CENTERLINE FINISHEDC URFACE 0.20% 1--------1'I _______ ---J e \1__ CENTERLINE EXISTING GROUND I I l-----1 I I 10fOO 9f50 ELEC VAULT STLT ~-:·. ~-.\~.'.-::":.::: ._:·:\ -;: ~-; .:::~ :·.~: ·,-.; ... C&G 5004 __j_ a: 1il t t r 1 I 9-fOO 5000 -G a: u w I t -----1- IO F w w :I: C/IJ w w en ' -• -~ t t 6 ct,--+-+-+-+--+--+--+--+--+--+-+-+-+-+--t--t--f---,---t---t--+-+-+-+--+--+--+--+--+--+-+-+-+-+--+--t--f---,---t---t--l i------t -i=- Ou i---+ ~ f-- S' LY TOP '° m OF CURB '1;~ ~ C, l'- a:i ~ "' w z -...J :I: 0 I- 8+50 in 1-w w ----:I: , en w w en I -...J 8 t t 6 8 6 CONSTRUCTION NOTES: 0-COLD MILL EXISTING AC PAVEMENT (VARIABLE DEPTH, 1-1/2" MAX) 0-coNSTRUCT 2· THICK FINISH COURSE AC OVERLAY t:;;;\_CONSTRUCT 6" FULL DEPTH AC PAVEMENT ~(4" BASE COURSE OVER 2" FINISH COURSE.) ©-CONSTRUCT 6" CURB & GUTTER TYPE "A" PER CITY STD-182-L (';\__ CONSTRUCT CROSS GUTTER PER CITY sm-1 85-L \.:'..I"" MODIFIED PER DETAIL •c• SHEET 2 0-coNSTRUCT 4• THICK PCC SIDEWALK PER CITY STD-180-L. ~CONSTRUCT CURB ACCESS RAMP CASE "J" PER CITY STD-181-L-B -..::::,,-& SEE RAMP DETAILS FOR MODIFICATIONS. SEE DETAILS ON SHEET 21. ©-CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH TYPE 1 PER CITY SID-162-L SEE DRIVEWAY DETAIL SHEETS FOR MODIFICATIONS ('W' PER PLAN) SEE DETAILS ON SHEETS 15 & 16. UTILITY CONSTRUCTION NOTES: r;;;\__RELOCATE EXISTING FIRE HYDRANT PER CITY STD-500-L ~ (SEE SHEET 22 FOR DETAILS) @-ADJUST TO GRADE (ITEM PER PLAN) ADJUST TO GRADE ELECTRICAL FACILITY (BY OTHERS) FUR ISH & INSTALL MAIN LINE VALVE PER CITY SID-508-L. (SEE SHEET 22 FOR DETAILS 1TI:~-""-"-"-.......~~ • @--PROTECT IN PLACE (ITEM PER PLAN) 2 REMOVE CURB & GUTTER REMOVE CROSS GUTTER 5 REMOVE SIDEWALK SCALE: 1" = 20' HORIZ 1" = 2' VERT co 0 C, u :I:(.) ,,.,..,, ~ Jrii-', ~- --2:i II :I: (.) ~ r;;l_SEE ~DSCAPE PLAN FOR TREE l...'.:..f"" REMOVAL/RELOCATION/PROTECTION ~ J/ u''° ~ "? ~ • I :E 5123 5119 ~ I II ~ )"'I [::; II ~115 12 5109 12 I/ 12 5105 ; 5101 II :I N·~~ ;t II I I I I , ! / 12 ~ 5023 51stSTREET ~o DELTA RADIUS LENGTH T~GENT M 88"00'46" 15.00' 23.04' 14.49' N 91"58'16" 15.00' 24.08 15.53' 0 88"07'16" 15.00' 23.07' 14.52' p 91"55'58" 15.00' 24.07' 15.51' 9 ....I u I I 5019 12 X ' :E 5015 12 4923 49 §--RELOCATE FIRE HYDRANT PER DETAIL ON SHEET 22 . §-REMOVE DRIVEWAY APPROACH LEGEND 17 ///'.I l:\,:::::,'.a-;q 6" FULL DEPTH AC PAVEMENT NEW PCC PAVEMENT <'. COLD MILL & AC OVERLAY DIRECTION OF TRAFFIC FLOW o: ~;. u [C w > 0::: I r, u_ -(,) 1.0 2:0 40 ,s ""'!!!!!!!!!!!lliiiiiiiiiil~!!!!~!!!!!!!!l1 () C::: I 0 SCALE: 1 "=20' sc 01 - RECORD DRAWING C-3628 -~ ~--------------------------~----------------------~-----------~---------------------------t" PREPARED BY: CIVIL WORKS Engineers, Inc. 3151 Airway Avenu~ Suite S-2 Costa Mesa, CA 92026 (714) 966-9060 APPROVAL RECOMMENDED: I STREET IMPROVEMENTS s "' 0 RIVER AVENUE :, 0 t-----tf-----+----------------+-------1 MICHAEL SINACORI RCE 46214 STA 8+50 TO STA 13+00 (_) // L.JL---l----------------L--~A~ss~1s~TAN~r~c~1TY~EN~c1~NE~E~R-~ __ .J:P~E~DE!!l!~S~1 ~ffjj~•~.N~<nQQ~\ST.~AL~~N.~C>~CE~~s!SJ!it.FROVEM~~~~ans~~-=-=:--::~ t: DESIGNED: DAG DRAWN: JS CITY OF NEWPORT BEACH R-5831-S :~ FEB. 2011 AS-BUILTS PA NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DA TE: MM MAY 09 PUBLIC WORKS DEPARlMENT SHEET 6 OF 37 ,-, I-+--+--+--+--+--+--+--+--+--+--+--+---+---,'/() I CO tu r-8 [~ w w u, I ..... ~ u, 8 LI.I z -...J :::c: 6 ~ _J ~-+----;----+-~-G ----H -+--+--+--+--+--+--+--+--+--+-~ --+--+--+--+--+--+---+-- - - ---1---1---1---1---1---1---1---1::::--~ W r-+--+--+--+--+--+--+--+--+--+---,>-----<>---I 't -, --' ~ -,--->----I---+ -+--+--+---+---+--+-_;::->----I>---+ z-w EXISTING-N LY TOP OF CURB 0 ~ 9 0 ~] 0 + r---- t I ---l I - t ~ ~ 0 0 0 + 0 r----- t J_-•ttm _j " J EXISTll;,IG S'ieY ~ FLOWLINE 0 "' ci J I o.20J ~~ _J _J _J >----I>--it:~ ! ! ! ! ! ! ! ! ! z"'" -t"' -++<0 ....1cnNci u.,.-11,.... - --j__::___;___l -~ ---m-----t I ~ t 2~-.2---t:s-· +--+-----+ T --r --+--1 --+----+ [~ L~ 0 "' 0 w 111 0:: u CD r--"' -r--+ "' - -t 1-o.ctt 5 0::U CD 1J u~ (l:) ~ t--u u u ci it-I-I-I-- <O . "' 0 r--r---ci 0 "' ~ 0 ~ <O "' ci J 7 , L=20-.88 I ~ o,e. 0:: 0 &l r-- ci 0 ~ -"' ~ ~ ~ 0, .... -0, 00 -<0 + <O <O <O <O "' 0 ci ci --0 --- ___J_ ••• ;--......-,- r _0.20%_ ----------~u'-'-, , -+-t ' I CENTERLINE ~IN q__sROUND r S'L Y 1 P OF CURB _j t---t 0.20% [ .J. '( ~,~,~ rc;--=-1 ~"-L --=--••• FLOWLINE t t t t t t t -I-----)_ _(_____j - ~ =20.81' 5 J O.G. CD ~ u t-- <O "' ~ u ~ ~ re T • f--~ lo 0, 0 ' ..., "' "' ci ci ci --- ... =P I .J .J lJ.. lJ.. --D:l D:l 0, 0, --~~=;~t,ti rt:r~ ··---,--- LE 0, tD""+'K-J I- -~-+t u, 8 w w u, I 'b----J 0 0 + "'r ~ en w 8 :z -...J t :::c: 0 i 6 8 6 t t SCALE: 1" = 20' HORIZ 1" = 2' VERT '/7f00 16f50 16f00 15f50 15f00 14f50 14f00 13f50 13f00 co tu w :::c: u, w w u, I 5312 I G l C&G 5308 5304 I ~o DELTA RADIUS LENGTH Q 87°47'38" 15.00' 22.98' R 99·23•00· 12.00' 20.81 s 79·45•49• 15.0D' 20.88' T 100"15'46" 15.00' 26.25' II 5208 5220 5200 ' I ~=='=-_G___===\~O~oqrj-tf:+Gl4-=-=t-==1~; ,, ---t _L CONSTRUCTION NOTES: 0--COLD MILL EXISTING AC PAVEMENT (VARIABLE DEPTH, 1-1/2" MAX) ©--coNSTRUCT 2" THICK FINISH COURSE AC OVERLAY {.;';:;\_CONSTRUCT 6" FULL DEPTH AC PAVEMENT ~( 4" BASE COURSE OVER 2" FINISH COURSE.) 0-coNSTRUCT 6" CURB & GUTTER TYPE "A" PER CITY STD-182-L (";\__ CONSTRUCT CROSS GUTTER PER CITY STD-185-L ~ MODIFIED PER DETAIL "C" SHEET 2 0-coNSTRUCT 4" THICK PCC SIDEWALK PER CITY STD-180-L. (c;;;\_coNSTRUCT CURB ACCESS RAMP CASE "J" PER CITY STD-181-L-B ~ & SEE RAMP DETAILS FOR MODIFICATIONS. SEE DETAILS ON SHEET 21. 0-CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH TYPE 1 PER CITY STD-162-L SEE DRIVEWAY DETAIL SHEETS FOR MODIFICATIONS ('W' PER PLAN) SEE DETAIL ON SHEET 17. UTILITY CONSTRUCTION NOTES: @-ADJUST TO GRADE (ITEM PER PLAN) ®-ADJUST TO GRADE ELECTRICAL FACILITY (BY OTHERS) @-REPLACE VALVE BOX & ADJUST TO GRADE PER CITY STD-511-L DISPOSITION NOTES: @-PROTIECT IN PLACE (ITEM PER PLAN) 0--REMOVE CURB & GUTTER @-REMOVE CROSS GUTTER 0--REMOVE SIDEWALK ~SEE LANDSCAPE PLAN FOR TREE ~ REMOVAL/RELOCATION/PROTIECTION 0-REMOVE RAISED PLANTIER B-RELOCATE FIRE HYDRANT PER DETAIL ON SHEET 22. §-REMOVE DRIVEWAY APPROACH r----o C, u o: ~;. u [C w > 0::: I r, [j_ 6" FULL DEPTH AC PAVEMENT 91!!!!!!!!!!!!1111;;;0 __ ;;;1]1!!0 ~!!!!!!!!!!!l4P ~1 SCALE: 1 "=20' 0 l>Q<;X;>QI COLD MILL & AC OVERLAY _c 01 -- NEW PCC PAVEMENT <'. DIRECTION OF TRAFFIC FLOW RECORD DRAWING C-3628 -~ ~----------------------------------------------~--~-----------------------------------t" TANGENT PREPARED BY: 14.43' 14.15' 12.53' 17.96' CIVIL WORKS Engineers, Inc. 3151 Airway Avenu~ Suite S-2 Costa Mesa, CA 92026 (714) 966-9060 I STREET IMPROVEMENTS s APPROVAL RECOMMENDED: RIVER AVENUE l----lt------+----------------+------1 MICHAEL SINACORI RCE 46214 STA 13+00 TO STA 17+00 (_) 0 (_) // L_JL---l----------------L--~A~ss~1s~TAN~r~c~1rv~EN~G1~NE~E~R-~ __ .J:P~E~DE!!l!~S~1 ~ffjj~•~.N~<nQQ~\ST.~AL~~N.~C>~CE~~s!SJ!it.FROVEM~~~~ans~~-=-=:--::~ t: DESIGNED: DAG DRAWN: JS CITY OF NEWPORT BEACH R-5831-S :~ NO. 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DELTA RADIUS LENGTH TANGENT U 11708'13" 15.00' 30.67' 24.54' V 100'20'49" 15.00' 26.27' 17.99' X 37'17'33" 20.00' 13.02' 6.75' 18f00 CIVIL WORKS Engineers, Inc. 3151 Airway Avenu~ Suite S-2 Costa Mesa, CA 92026 (714) 966-9060 '17f50 '17f00 I I I ' I I I I - - CONSTRUCTION NOTES: ' I I I I (';'\_coLD MILL EXISTING AC PAVEMENT (VARIABLE DEPTH, ~1-1/2" MAX) 0--coNSTRUCT 2· THICK FINISH COURSE AC OVERLAY ~CONSTRUCT 6" FULL DEPTH AC PAVEMENT ~(4" BASE COURSE OVER 2" FINISH COURSE.) 0--coNSTRUCT 6" CURB & GUTTER TYPE "A" PER CITY STD-182-L r;;'\_CONSTRUCT CROSS GUTTER PER CllY STD-185-L ~MODIFIED PER DETAIL "c" SHEET 2 0-coNSTRUCT 4" THICK PCC SIDEWALK PER CITY STD-180-L t:;;;'\_CONSTRUCT CURB ACCESS RAMP CASE "G" PER CITY STD-181-L-A ~ & SEE RAMP DETAILS FOR MODIFICATIONS. {.;;:\_CONSTRUCT CURB ACCESS RAMP CASE "J" PER CllY STD-181-L-B ~ & SEE RAMP DETAILS FOR MODIFICATIONS. ~CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH TYPE 1 PER CITY STD-162-~ SEE DRIVEWAY DETAIL SHEETS FOR MODIFICATIONS ('W' PER PLAN) SEE DETAILS ON SHEETS 17 & 18. UTILITY CONSTRUCTION NOTES: Q_RELOCATE EXISTING FIRE HYDRANT PER CITY STD-500-L ~ (SEE SHEET 22 FOR DETAILS) @-ADJUST TO GRADE (ITEM PER PLAN) ADJUST TO GRADE SEWER CLEANOUT (WITHIN NEW GUTTER LIMITS) PER CITY STD-406-L TYPICAL ADJUST TO GRADE ELECTRICAL FACILITY (BY OTHERS) ®-REPLACE VALVE BOX & ADJUST TO GRADE PER CllY STD-511-L @-RELOCATE EUECTRICAL SERVICE AWAY FROM RAMP IF CONFLICT EXISTS. t:'.:\ REPLACE EXISTING PULL BOX W/ CITY STD-204-L & ADJUST TO GRADE ,\.~~ FULL BOXES & CONDUITS &1 ~FURl-l'ISH &-INSTALL MAIFi LINE VALVE PER CITY STD....:-508-0 '\:_ ~ _22_FO~ ~ET~ILS) . _ _ _ ___,-- DlSPOSlTION NOTES: LEGEND APPROVAL RECOMMENDED: 6" FULL DEPTH AC PAVEMENT ,__ ,__ ' I I I I COLD MILL & AC OVERLAY SCALE: 1" = 20' HORIZ 1" = 2' VERT r----o C, u NO. APPROVED CHECKED: DA TE: MM MAY 09 PUBLIC WORKS DEPARlMENT SHEET 8 OF 37 C"") I -- - _,___,__ I ' ·-I ·- 8 I I I tii l lrj I z l ,0 -, I') ~ "1 st + <l> 1-c .~ .,. ,.: - I I I I I I I I I I I I I I CD I I (.!) CD (.!) 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I .. +--+-I_ I I I I I 2fOO , -I ~ I µ"-L -• -------·- I I I I I I ·r-I 2f50 3f00 ' 1-- 8 I I 1-- I I 3f50 RIVER AVENUE SEESHEET4 I t-- I ' t-- SCALE: I 1" = 20' HORIZ ' CONSTRUCTION NOTES: 0-COLD MILL EXISTING AC PAVEMENT (VARIABLE DEPTH, 1-1/2" MAX) I 1· = 2' @-coNSTRUCT 2· THICK FlNISH COURSE AC OVERLAY ~CONSTRUCT 6" FULL DEPTH AC PAVEMENT ~(4" BASE COURSE OVER 2" FINISH COURSE.) 0---coNSTRUCT 6" CURB &: GUTTER TYPE "A" PER CITY STD-182-L G)--coNSTRUCT CROSS GUTTER PER CITY SID-185-L 0-MODIFlED PER DETAIL "C" SHEET 2 CONSTRUCT 4" THICK PCC SIDEWALK PER CITY STD-180-L. UTILITY CONSTRUCTION NOTES: ®-REPLACE VALVE BOX &: ADJUST TO GRADE PER CITY SID-511-L DISPOSITION NOTES: @-PROTECT IN PLACE (ITEM PER PLAN) 0--REMOVE CURB &: GUTTER 0-REMOVE CURB -4 -REMOVE CROSS GUTTER -5 -REMOVE SIDEWALK -6 -REMOVE FENCE / WALL 0---REMOVE AC PAVEMENT @-REMOVE PRIVATE CONC. STAIRS 0--REMOVE DRIVEWAY APPROACH LEGEND [777,Z] l:\'::>;:<_;q 6" FULL DEPTH AC PAVEMENT NEW PCC PAVEMENT COLD MILL &: AC OVERLA' DIRECTION OF TRAFFIC FL VERT c, 0 O' ~; c, (/) I Q' I (_() re w co 2 :::) ~ I r, [j_ ,· co '' () u .c C1 ' co RECORD DRAWING C-3628 ··~ -----------------------~---r-----r------------------,-----,--=-----=------=----~-------------------------1" APPROVAL RECOMMENDED: I PREPARED BY: CIVIL WORKS Engineers, Inc. 3151 Airway Avenu~ Suite S-2 Costa Mesa, CA 92026 (714) 966-9060 STREET IMPROVEMENTS s 47th & 48th STREET "' 0 " (_) 0 1------,t------+----------------+-------, MICHAEL SINACORI RCE 46214 ;~ L_jl.-----!----------------!.---~A~ss~1s~T~AN~r~c~1TY:rJ,EN~c~1N~EE!R_J-__ _1P~E~DE~~s[1~ffjj~•~.N~cn~\ST.~[AL~~N.~C>~CE~!!!!S~s~1t.FROVEM~~~~ans~~==;--;~ t: DESIGNED: DAG DRAWN: JS CITY OF NEWPORT BEACH R-5831-S :~ PUBLIC WORKS DEPARlMENT APPROVED CHECKED: DA TE: MM MAY 09 L_ _______________________________________ ____L ___________________ .!,____._ __ ___J_ _____________ ..J.._ _ __,_ __ __::::::i...__::::.:.:..=i,.. ______________ __,_ ____ ____.~ NO, DATE DESCRIPTION OF REVISIONS SHEET 9 OF 37 I I I + + t I I I I ll:: ~] I &l I 0 -CX) I I ~ ci "' --I I + 0 I I I I I / ---,r -I ('-/7 I ·-• -t t t I 0 t,; ~ G:i ~ z 0 Cl) -I ..., I I 0 t "<!: I LO -+ 0 .I-t t t I I .,_,. e-e-+-+-+--+---+--+-,-...,rt--t--t--t--~+--r l+--+--+--+--+---+--+-+-+-fO +- +-+--+--+--t--t j-j-j- ~ I I I I I I I 0.76% 11 I I ' +-+--+ 1 : t t 1---1----0 (.) 0 f- l---1----0 O>J ON t--t--=:t-o' -- I I I t I ! __ I I -- i r _,_ ,_L,_LL 1 J -. 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L_ G') I I I 1-- I I 1-- I I 3+50 .____.1 ,p 30 4:0 SCALE: 1 "=20' I I I - I I CONSTRUCTION NOTES: 0-COLD MILL EXISTING AC PAVEMENT (VARIABLE DEPTH, 1-1/2" MAX) @-coNSTRUCT 2" THICK FINISH COURSE AC OVERLAY r,;;;"\_CONSTRUCT 6" FULL DEPTH AC PAVEMENT ~(4" BASE COURSE OVER 2" FINISH COURSE.) G)-coNSTRUCT 6" CURB & GUTTER TYPE "A" PER CITY STD-182-L r;;-\_coNSTRUCT CROSS GUTTER PER CITY STD-185-L ~ MODIFIED PER DETAIL "C" SHEET 2 @-coNSTRUCT 4" THICK PCC SIDEWALK PER CITY STD-180-L. ~CONSTRUCT CURB ACCESS RAMP CASE "J" PER CITY STD-181-L-B ~ & SEE RAMP DETAILS FOR MODIFICATIONS. r,:;::\_CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH TYPE 2 PER CITY STD-163· ~ SEE DRIVEWAY DETAIL SHEETS FOR MODIFICATIONS ('W' PER PLAN) SEE DETAILS ON SHEET 19. @-coNSTRUCT 3'x3' TREEWELL WITH GRATE. (GRATE PER LANDSCAPE PLAN) UTILITY CONSTRUCTION NOTES: ®-ADJUST TO GRADE ELECTRICAL FACILITY (BY OTHERS) @-RELOCATE STREET LIGHT PER CITY STD-200-L DISPOSITION NOTES: @-PROTECT IN PLACE (ITEM PER PLAN) @-REMOVE CURB & GUTTER @-REMOVE CURB @-REMOVE CROSS GUTTER ~ 5 -REMOVE SIDEWALK -7 -REMOVE AC PAVEMENT -12 -REMOVE DRIVEWAY APPROACH LEGEND [1//7/1 I :~,<;'.\:: '. :_,:: 1 6" FULL DEPTH AC PAVEMENT NEW PCC PAVEMENT -<~ COLD MILL & AC OVERLAY DIRECTION OF TRAFFIC FLOW I t-- I I t-- SCALE: I 1" = 20' HORIZ I 1· = 2' VERT I c, 0 O' ~; c, (/) I Q' I (_() re w co 2 :::) ~ I r, [j_ ,· co ', () u _c C1 , co RECORD DRAWING C-3628 -·~ ~--------------------------,---,,-----r------------------r----r:==:-;--;====--.-----------------------------i ~' APPROVAL RECOMMENDED: STREET IMPROVEMENTS s PREPARED BY: CIVIL WORKS Engineers, Inc. 3151 Airway Avenu~ Suite S-2 Costa Mesa, CA 92026 (714) 966-9060 "' 0 49th STREET :, 0 1-----..1-------+----------------+-----, MICHAEL SINACORI RCE 46214 STA 0+00 TO STA 2+69.89 ;~ LJL--J----------------!---~A~ss~1s~T~AN~r~c~1TY~EN~c~1N~EE!R_J-__ ..J:P~E~DE~~s~1~ffjj~•~.N~cn~\ST.~~AL~~N.~C>~CE~~s~s~1t.FROVEM~~~~ans~~:;;-::;--;~ t: DESIGNED: DAG DRAWN: JS CITY OF NEWPORT BEACH R-5831-S :~ NO. 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V It) "Iii: -+-+--+--+--+-- - - - ' ! , 0. ~4% N ,t m ~-l-m-+-+-+-+-+--+--+--+---t-ll-;ll--+--+-+-+-+-+-+--+--+--+--+---t---tl--l--t-t-+-+-+-+-+-+--+--+--+--+-+-+-+-+-+--+--+--+--+---t---tl--l--t-t-+-+-+-+-+-+--+--+--+--+-+-+-+-+-+--+--+--+--+---t---tl--1--t-H ,__ ,__ ,__ ,__ ----LL --\-~-1 -L-1 l I I --I I --96% = 0.3.0t -+--t-+--+-- - -~·--+--+--+-,__ ,__ ----- -+--t-- - - -,__ ,__ ,__ >--+--t---- - - - - -+--+-,__ ,__ ,__ ,__ ----+--t-- - - - -,__ ,__ ,__ +--+---r--- - - - -+--+-- +----ir--t' +--t--+ ~EXISTING 'ROUND t--1-----"1 1--1 ---d -_J ----- - - I I I I Of50 HOO ( ~o DELTA EE 89"57'31" ' ' _j :' I -----L -I I I I 8 -f--I I I I I I I -->--I I I I I I - -I I 1+50 2fOO 2f50 3+ao 3+50 1p 30 4p SCALE: 1 "=20' ' - I I - I I CONSTRUCTION NOTES: 0-COLD MILL EXISTING AC PAVEMENT (VARIABLE DEPTH, 1 -1 /2" MAX) @-coNSTRUCT 2· THICK FINISH COURSE AC OVERLAY ~CONSTRUCT 6" FULL DEPTH AC PAVEMENT ~(4" BASE COURSE OVER 2" FINISH COURSE.) - - 0---coNSTRUCT 6" CURB & GUTTER TYPE "A" PER CITY STD-182-L ' I I I I 0-coNSTRUCT 4• THICK PCC SIDEWALK PER CITY STD-180-L. ~CONSTRUCT CURB ACCESS RAMP CASE "J" PER CITY STD-181-L-B ~ & SEE RAMP DETAILS FOR MODIFICATIONS. Q_ CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH TYPE 2 PER CITY STD-163-I ~ SEE DRIVEWAY DETAIL SHEETS FOR MODIFICATIONS ('W' PER PLAN) SEE DETAILS ON SHEET 19. @-coNSTRUCT 3'x3' TREEWELL WITH GRATE. (GRATE PER LANDSCAPE PLAN) DISPOSITION NOTES: @--PROTECT IN PLACE (ITEM PER PLAN) 0--REMOVE CURB & GUTTER @-REMOVE SIDEWALK 0--REMOVE DRIVEWAY APPROACH LEGEND lLL'L'L'.l l~:.:.:\:·:.:q 6" FULL DEPTIH AC PAVEMENT NEW PCC PAVEMENT COLD MILL & AC OVERLAY DIRECTION OF TRAFFIC FLOW SCALE: 1" = 20' HORIZ I 1· = 2' VERT C) c, 0 O' ~; c, (/) I Q' I (_() fc' w co 2 :::) co '. () u _c C1 . RECORD DRAWING C-3628 -~ RADIUS LENGTH TANGENT ~--------------------------~----------------------~-----------~---------------------------t" PREPARED BY: 5.00' 7.85' 5.00' CIVIL WORKS Engineers, Inc. 3151 Airway Avenu~ Suite S-2 Costa Mesa, CA 92026 (714) 966-9060 APPROVAL RECOMMENDED: I STREET IMPROVEMENTS s "' 0 50ttl STREET :, 0 l------lf------+----------------+-------1 MICHAEL SINACORI RCE 46214 STA 0+00 TO STA 2+62.46 (_) // L_JL----l----------------L--~A~ss~1s~TAN~r~c~1TY~EN~c1~NE~E~R-~ __ .J:P~E~DE!!l!~S~1 ~ffjj~•~.N~<nQQ~\ST.~AL~~N.~C>~CE~~s!SJ!it.FROVEM~~~~ans~~-=--=:--::~ t: DESIGNED: DAG DRAWN: JS CITY OF NEWPORT BEACH R-5831-S :~ NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DA TE: MM MAY 09 PUBLIC WORKS DEPARlMENT SHEET 11 OF 37 ,--, I I I I I I I I I I I I I I I I I I -·- --+--+--+-----t----r---r--r--r-.--•-1--- 8 1_,---1 I l J I I L J I \ ~ ,,' L -~ - - iql f-~ iql ~ IO IO W N -> I~J C!> + 0 L&J O 1-c., ID W _ID .,., r , ' ,0------- ,-t-t-t- - - - g IO ~ Cl) IO i + "': 0 -a ~ _H 0.30% ".,,..::__-_ I_ - - - I I I I I I I I I I I • -r--_ i I I ~ ~ ~ I I I I I -_J ------- ---t---t---t---r-- I I - ID g C!> a st-io-llO + 0 a ~ I I I I I I I I I I I I I I I I I I I ct:: I I I I I I I I I I I I I 0 I I w I I I I I I I I u I I I r--- L..! I I I I I ~ I --i-I I I I N ~ I I I + a I I I I I N ~ I J I I I I I I I I I I I I I I I I I I I I ,-7 I 1r 7 I I --r ---r -r ----I I 0.0% r --, --T J I I I/ ~ISTINJ GROUND -E I I I I I I --, ___ -, j_ _I_ ·-• '1-::::::_( I t t t I ' I I I I I I I r I I rr FlNIS~D 7uRFAc_ , I I LL L t -, I -. I r--r---r---,-- ---_· --,---,-~ r--r--r--r--r---t--1t--t----\_ EX STI ..JG GROUND--- -,--i---1r-r-r--r--r--r--,-,--,-,-I '-..,, ----- I t --. . ,__ r--r--r--,__ r--r--r--r--r-----. . ,__ r--r--. ,__ r--r--r--r--r--- I J I f I I I I I ' I ' OfOO NEPTUNE AVENUE J , I I I - I I Of50 I I I I I r--r I I HOO 1+50 ,No DELTA RADIUS LENGTIH TANGENT FF' 90"6'45" 5.00' 7.86' 5.01' 2-fOO I i---8 I I -r-- ' I I 2f50 RIVER AVENUE SEESHEET7 t--,- I I r--r I I 3+ao 'i._,__r' - r-- I I r-- J I 3+50 1p 30 4p SCALE: 1 "=20' I I - I I CONSTRUCTION NOTES: COLD MILL EXISTING AC PAVEMENT (VARIABLE DEPTH, 1-1/2" MAX) CONSTRUCT 2" THICK FINISH COURSE AC OVERLAY ~CONSTRUCT 6" FULL DEPTH AC PAVEMENT ~(4" BASE COURSE OVER 2" FINISH COURSE.) 0-coNSTRUCT 6" CURB & GUTTER TYPE "A" PER CITY STD-182-L r;;-\_CONSTRUCT CROSS GUTTER PER CITY STD-185-L ~ MODIFIED PER DETAIL •c• SHEET 2 0--coNSTRUCT 4" THICK PCC SIDEWALK PER CITY STD-180-L. ~CONSTRUCT CURB ACCESS RAMP CASE "J" PER CITY STD-181-L-B ~ & SEE RAMP DETAILS FOR MODIFICATIONS. i-- r-- Q___coNSTRUCT RESIDENTIAL DRIVEWAY APPROACH TYPE 2 PER CITY STD-163-~ SEE DRIVEWAY DETAIL SHEETS FOR MODIFICATIONS ('W' PER PLAN) SEE DETAILS ON SHEET 19. @-coNSTRUCT 3'x3' TREEWELL WITH GRATE. (GRATE PER LANDSCAPE PLAN) UTILITY CONSTRUCTION NOTES: @--REPLACE VALVE BOX & ADJUST TO GRADE PER CITY STD-511-L DISPOSITION NOTES: @-PROTECT IN PLACE (ITEM PER PLAN) @-REMOVE CURB & GUTTER @-REMOVE CURB @-REMOVE CROSS GUTTER @-REMOVE SIDEWALK @-REMOVE AC PAVEMENT 0-REMOVE DRIVEWAY APPROACH LEGEND 11////,J 6" FULL DEPTH AC PAVEMENT 1-•';.,·: '::·• ., :_· ,: "·I ' .. ---~--·~ , ..... -~ ~ ... ' ... ,., ·- _.--, NEW PCC PAVEMENT <.~ COLD MILL & AC OVERLAY DIRECTION OF TRAFlFIC FlLOW I ' SCALE: 1" = 20' HORIZ I 1· = 2' VERT ' I C) c, 0 (/) Q' I ( () re w co 2 :::) ~ I r, [j_ ,· co '. () u .c C1 -co RECORD DRAWING C-3628 -'~ 0 ,--------------------------,-.---.---------------,--7AIAP;pPRIRONV~AL:-°iRiEcccoiMMii.iiMEiNiiiiDE:DD~: -,--------:===~==:::-::::~:;;;;~-----7 L PREPARED BY: STREET IMPROVEMENTS s _,,,--;;~,, E.ss-,>,~ u) ~ ,,,~ M4,?'~1.-,'< ;::\ o C'/1/// WORKS ;f1~'<-' s,,~}~\ 52nd STREET ·~ VIL •.: RCE 38798 Si' STA0+OOTOSTA2+50.56 '~-c:n,nineerC' 'nc 11 ' ••-1 I 1----lf-----f----------------1 -1 MICHAEL SINACORI RCE 46214 . 3151 AirwayAvenu~ Suite S-2 "·'>-civt\. ,•:/ DESIGNED: DRAWN: ~j ~'· , .,, /, • '··f Exp. 03/31/11 , c=r===r========-------i----hJA~SS~IS~TAN~T~CllTY~EN~G~INE~E~R ""j---!cP!EITY~DE~S~OF~· ffjj~~•N.N~EWPO~CQ~\ST.;~;;T;AC~BC;;:11EAC;:E~Sc~s~H•~t.FROVEM~~rans1Rf■-~5~a~3i11f:-SSl ~,-~_: Costa Mesa, CA 92026 "·~fr_ 0, ,,,,_ . .,9>> DAG JS L ________________________________________________ J_ ______ (-71_4_) 9-6-6--906_0 ________ ---__ ---____ l_..'.N~O:.... L~D~A~TE:_~D::ES~CR~IP::..'.ll~ON~OF~RE~Vl'.:'.Sl'.:'.'.ON::s _________ .1..:..:AP~P.:.::RO:.:I/E=D:.LcH_E_cK_E_D:-2M!!:!MLD_ATE_: _!!!M!!!_AY!_.!!:09~ ____ PU_e_u_c_WORKS ___ DEI __ D_MTM __ ENT ____ ___.___s_H_EE_T_1_2_o_F_3_7~: I I I I I I I I I I I I I I I I I -------- I --·-- t t : - 8 I ' I I I r I [~ (:) I- I ID I') --+ -I 0 - I -I ' ··•, . 1---,__ ,__ -- I +-+-+I t t t I I ~ ~ t--f--t I N CX) t--f--t ID <» I 6 ~ 0.33%: ,--f--,1 --I t--t '--+ I I I ~ --1---1--1--4--+-+--1---1--~-+---1---1---1---1---+---+--1----1--1----1-t x1t NG d Ro JND I I I I I I t t t t t I I I -- -- --II:: I u w ~ --I I') I() ---" I ci . 00-oj --+ ~ I ,~ I - ' -I ·- -t t -I II II:: +--t--t "E ~ 8 >c I !ll II:: ~ _J ~ ~f!i I ~ 1---l-+-,-t= FIJNISHED_SURFAC•c..+-+--+ ~ . ~aw +lt'l ' I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ---------- -I ---I --I ' ' - t I t t r--' 115+ ~ ~ ~ '7~+-~7 f f ;--~-=:~~i ~·t· itttttt~~• ~1 i• 1 ~-t:6~~~1=""~~~~~:::zJ!z~CD~ I ~. 1--, -,-+--,--,-t--t--r--r--r--f--t--f--t-- - - - -,--+-t--+--+-r--r--r--- - - -t--,'f--t--~ -. _J --~ _1 ~ I -~~ --• ·-- - - - -+--f--t--t--+--+-+-+--+---+--+--+--+--+--+--+--+-+--+--+--t--f--t--t--+--+-+-+--+---+--+--+--+--+--+--+--+-+--+--+--t--f--tf--t--+--+-+-+-+--+---+--+--+--+--+--+--+--+-+--+--+--+--+ l+--+--+--+--+-+--+--t--t--f--t--t--+--+-+-+--+---+--+--+--+--+--+-+--10 • • -__ :r-, • ....;l--r;H--+-+-f--t--+~10-+--+-+--+--+--+--f--tf--t--+--+-+-+-+--+--+--+--+--+--+--+--+--+--+--+--+--+--f--t--t--+-+-+-+--+---+--+--+--+--+--+--+--+-+--+--+--+--f--tf--t--+--+-+-+--+---+--+--+--+--+--+--+--+-+--+-l ~~+--t--f--t--t--+-+-+-+--+---+--+--+--+--+--+--+--+-+--+--+--+-- ............ +--+--f--t--t--+-+-+-+--+---+--+--+--+--+--+--+--+-+--+--+-- - -+--+--+--f--t--+--+-+-+-+--+---+--+--+--+--+--+--+--+-+--+--+--+--f--tf--+--+--+-+-+--+---+--+--...... ~ ~ ............ L i..,_,~--+-++-- - - -1---+--+--f--tf--+--+--+-+-+-+--+--+--+--+--+--+--+--+--+-+--+--+--+--f--t--t--+-+-+-+--+---+--+--+--+--+--+--+--+-+--+--+--+--f--tf--t--+--+-+-+--+---+--+--+--+--+--+--+--+-+-+ - j. j-j--+--+-+-+-+--1--t--tf--t--+--+--+-+--+---+---+--+--+--+--+--+--+-+-+-+--+--+--f--t--+--+--+-+ -,--1--,',-+--H -+--t----+--t--+--+--+-+--+---+--+--+--+--+--+--+-+--+-+-+--+-- 8 +--:t--tf--t--+--+-+-+--+---+---+--+--+--+--+--+--+-+-+-+--+--t--tf--t--+--+--+-+--+---+---+--+--+--+ I I I I +--t--t--+-+--t--t--+-- -I +--!--+ - -- t--t--+' - c;S ;:!; ~ I I \._ CROSS GUTTER ~ i1J~ I I t] B -,I ,±~1 1 .,j-~ -+ "l I ~ ~ I -+-+ -+---+-+-+---+-+ I I I 1-0.20% ,--c;c---,,=c.'°;=o---r----• ------::::r --- ------_J --" •-+--+--+--+-+-+-+-+--+--t--t--+--+--+--+-+-+--+--+--+--+--+--+--+--10 -- -r i ,. . ....... i· -10-+-+-+-+-+--+--t--t--+--+--+--+-+-+--+--+--+--+--+--+--+--+-+-+-+--+--+----+--+--+--+--+-+--+---+--+--+--+--+--+--+-+-+-+-+--+--t--t--+--+--+--+-+-+--+--+--+--+--+--+--+-+-+-+-< -+--+---------t--t---------t--t----------~--+---t--t-LLl+-, ...... L-------t--t---------t--t---------t--t---------t--t---------+--1---------t--t---------+--1--i -----t--t---------t--t-------- 1 I t t t ,-- --+ ,-- I I I I 8 1--t '- I I I I I OfOO NEPTUNE AVENUE I I I ,--a I I Of50 1fOO < ~o. DELTA RADIUS LENGTH TANGENT GG 89"13'37" 5.00' 7.79' 4.93' -EX STING [GUTTE~ LIP _ _J H50 .,-- -I -,-- I I 2fOO RIVER AVENUE SEESHEET7 I I I ,-- I I I I I '" ,-- I I I I I I 2f50 ? 1p 30 4.P SCALE: 1 "=20' I - I I - I I CONSTRUCTION NOTES: 0-COLD MILL EXISTING AC PAVEMENT (VARIABLE DEPTH, 1-1/2" MAX) CONSTRUCT 2" THICK FINISH COURSE AC OVERLAY CONSTRUCT 6" FULL DEPTH AC PAVEMENT (4" BASE COURSE OVER 2" FINISH COURSE.) G)--coNSTRUCT 6" CURB & GUTTER lYPE "A" PER CllY STD-182-L 0-coNSTRUCT 4" THICK PCC SIDEWALK PER CllY STD-180-L. @-coN~UCT CURB ACCESS RAMP CASE "I" PER CllY STD-181-L-B rn:\_CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH lYPE 2 PER CllY STD-163 ~ SEE DRIVEWAY DETAIL SHEETS FOR MODIFICATIONS ('W' PER PLAN) SEE DETAILS ON SHEET 19. @--coNSTRUCT 3'x3' TREEWELL WITH GRATE. (GRATE PER LANDSCAPE PLAN) UTILITY CONSTRUCTION NOTES: @-ADJUST TO GRADE ELECTRICAL FACILllY (BY OTHERS) @--RELOCATE STREET LIGHT PER CllY STD-200-L @--REPLACE VALVE BOX & ADJUST TO GRADE PER CllY STD-511-L DISPOSITION NOTES: - 1 -PROTECT IN PLACE {ITEM PER PLAN) -2 -REMOVE CURB & GUTTER -3 -REMOVE CURB 0-REMOVE SIDEWALK 0-REMOVE AC PAVEMENT §-REMOVE DRIVEWAY APPROACH LEGEND ~L'L'."2l !:'.:<::'.:;;<,; :,1 6" FULL DEPTH AC PAVEMENT NEW PCC PAVEMENT COLD MILL & AC OVERLAY DIRECTION OF TRAFFIC FLOW I ,-- I I ,-- SCALE: I 1" = 20' HORIZ I 1· = 2' VERT I c, 0 re w co 2 :::) ~ I r, ll. ,· co ', () u .c C1 , RECORD DRAWING C-3628 -~ ~------------------------~-------------------~--~--------~--------------------------1" PREPARED BY: CIVIL WORKS Engineers, Inc. 3151 Airway Avenu~ Suite S-2 Costa Mesa, CA 92026 (714) 966-9060 I STREET IMPROVEMENTS s APPROVAL RECOMMENDED: 53rd STREET l----tf------+-----------------1--------1 MICHAEL SINACORI RCE 46214 STA 0+00 TO STA 2+13.03 (_) 0 (_) // L-JL----l----------------L--~A~ss~1s~TAN~r~c~1TY~EN~G1~NE~E~R-~ __ .J:P~E~DE!!l!~S~1 ~ffjj~•~.N~<nQQ~\ST.~AL~~N.~C>~CE~~s!SJ!it.FROVEM~~~~ans~~-=--=:--::~ t: DESIGNED: DAG DRAWN: JS CITY OF NEWPORT BEACH R-5831-S :~ NO, DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DA TE: MM MAY 09 PUBLIC WORKS DEPARlMENT SHEET 13 OF 37 c, I I ~ 4800 stll g g ----------- -cat cat 3+45.45 RIVER AVENUE =2+98.91 48th STREET FD SPIKE ( I I I I I / V =" ' <!) I I I I I I I / I / I >- ~ 0 u ------- 2+88.97 RIVER AVENUE = o+oo.oa LIDO SANDS DRIVE CONCRETE NAIL s i --T ----+--------+----~----+---'f----------->--------- lfj "' 224 4719 4715 WATER METER 0 1 ·=1 o' I UTILITY CONSTRUCTION NOTES: ®-ADJUST TO GRADE (ITEM PER PLAN) @-REPLACE VALVE BOX & ADJUST TO GRADE PER CllY STD-511-L @-REPLACE WATER METER BOX & COVER PER CllY STANDARDS. co '. () u _c C1 . RECORD DRAWING C-3628 ·~ ~--------------------------~----------------------~-----------~----------------------------,0 PREPARED BY: CIVIL WORKS Engineers, Inc. 3151 Airway Avenu~ Suite S-2 Costa Mesa, CA 92026 (714) 966-9060 APPROVAL RECOMMENDED: I STREET IMPROVEMENTS s "' 0 RIVER AVENUE :, 0 1---1-------11------------------+-------I MICHAEL SINACORI RCE 46214 DRIVEWAY DETAILS u // L_JL---l----------------L--~A~ss~1s~TAN~r~c~1TY~EN~c1~NE~E~R-~ __ _!:P~E~DE!!l!~S~1 ~ffjj~•~.N~<nQQ~\ST.~AL~~N.~C>~CE~~s!SJ!lt.FROVEM~~~~ans~~-=-=:--::~ t: DESIGNED: DAG DRAWN: JS CITY OF NEWPORT BEACH R-5831-S :~ NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DA TE: MM MAY 09 PUBLIC WORKS DEPARlMENT SHEET 14 OF 37 c, cc 'I"'" tu w ::c u, w w u, 1-::c C) ii: :E ~ i w w u, I w z -..J ::c ~ ~ 4828 I >< I l~I~~ 4824 4812 L 4808 I , ' I t====;::'.::::11 1-4804 11 I 4820 r---1--x ----l 481 6 J ~--.-------~--=------I '--~1 -----,-I --1 __,_ I I L __/ / / : I -; I I ----1':,;:✓-:::;::=-=-1 _ --~\\ --:_--------ffi -//~---1\i[i,~" -----~/// __ -+-//~--\~ :-;-1 ________ ,___/_! ---i \\.~-n -r,n-nJ _;_" --\~-! -~-- ---_-g _rn_s ___ _j_+-, -~-~ ~ - - - -J_ _--~-is ___ g _---\ _j__"--4=~~j_1_t-~L.;_~,, ~--=-=--_cg_-_-_-_---==,=_9 ___ -_L~I rn.s -~ ~I~ ~--~----==-1-11-s -g -----= \ --:~ _;:;::----=--__:j,~~,1=--=::::;~:_:_::~=g ::::'-::::::::__-=q=--,c=:-=--===-1_::11=s =o=--===--==:::;;_=_J_==-_::g =+=,==--===--=,g==--===-:..::\=~~ -I~ ~-~ ===_~ ~1-=----s-tlt ; -~-:::::...:::-~ i ~--=--= -c:::-~ l~c~at~E:--=~--=--=--=--=--=-=~ca~t~.====ir~\: .=======~~c:a~t:, -=-=i,-=e3;;:~-=11 ;c~a~~::-=-=-=~-=-=_!'.:~r-=-=-=-=-=-=~c~a~t;;_ .-=-=-=~-=-=-=~~c~aiy~,,..z::==---caL~----ca tv~----c □tv--~-----l caL~----caLw-------catw-------cO Le-------catw-------cat -~-----cat. ~ Cµ'. "' -cat. cat.--- - - ~ CO 0 0 ~ U " u TELE. RIVER p;,vENUE ~ ELEc j l p 1:L Box n .. 1 o 3o PUL~·1ox . _, 1 · 31 ~ y ' ~ 3+45.45 RIVER AVENUE SCALE: 1 "=1 O' =2+98.91 48th STREET \ I 31 f. ~ _WATER-< I _ WATER FD SPIKE ______ _,_ MJcTER: ___ 1 ___ ___ ----MIEFERr+ ___ METER-~-___ ___ ___ -----------'F--:-----------------1'--:-----~-------T-+~-------,11-----~~~---------l'-:-------+-~ f--~ U"l -~ i. ~ -~~11~ -8 i--··~ ;1; i-(4'9 -;! ~ in --~ i-~ ~. ~ i-0 ~~ ....... 8 ~~ 0....1 itio~ oiJ 01,...J r...oa:> u....1~ u....1 0>0-u....1', u....1 ~~~ U...J u....1 l"')o-~~~ 0....1 c.,...J -or--. 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I ---,f-- I' X I I I , I I __ 5_00_0 ____ ~1i I ~I __ ~ __ 49_1_6 ____ ~~ ( 4912 4908 1----__J '--~ 4904 -4900 4832 I I ---- 1 g , n -~ g 1 , g ---a\ ◊ :\ (/ a \ D .. /, -.tit' \ '-, a__;c •~, "tit ±/" ---a \ ; 'a / s ---g \\ g // g ___ \ ~; , a L __l__ stlt _j_ slit L [ stlt v I _L lpo,ooo slit _j_ , stlt-----~-----stl/------, - -__ j_ '\. -----------------____ _j_ -_J_ "'"-"-""--'" -----~--_y______ __j_ ______ _L _ _l __ 1--+~;§ _____ _j__ ---~--~=-.:s:---__________ ____,,_____ ------~--~+--------------------~--------------I--·f--, ----- _r-=----=========--T ~ ~ ,,,_-+----~ ,,,_____ ~ T ---~--::_--::_--::_--::_--::_--::_--::_--::_--~---_-___ ~ ~ ,,,_____ ~----~----T------~ [/] [/] -co cat..---~-----cat.-----cat. cat~ cat. cat, at. Y cat, [ cat. cat. cat. cat. cat, cat. cat. cat. cat. cat. ~ cat. 9+08.24 RIVER AVENUE = 2+62.46 5oth STREET SPIKE & WASHER ----------- GAS METER PULLBOX ® ------- 44 WATER METER -ELEC. 31 AULT ---t------tt- CABLE 31 PULL BOX r--- RIVER AVENUE -2----------------------- 6+98.25 RIVER AVENUE = 2+69.89 49th STREET CONCRETE NAIL ----------- X 1P SCALE: 1 "= 1 O' t: ~ D. ~ w w u, I "'l:f' 'I"'" tu w ::c u, w w u, GENERAL NOTES UTILITY CONSTRUCTION NOTES: ·-' ~--------------------------~-----~------------------~---~--------~----------------------------" C-3628 1. LOCATION OF RELOCATED WATER METER SHALL BE COORDINATED AND APPROVED BY THE CllY PRIOR TO COMPLETING THE WORK. 2. SEE UTILllY GENERAL NOTES ON SHEET 1. @-ADJUST TO GRADE (ITEM PER PLAN) @--uTILllY RELOCATION BY UTILllY OWNER. @-RELOCATE WATER METER PER CllY STD-502-L. @-REPLACE WATER METER BOX & COVER PER CllY STANDARDS. PREPARED BY: CIVIL WORKS Engineers, Inc. 3151 Airway Avenu~ Suite S-2 Costa Mesa, CA 92026 (714) 966-9060 APPROVAL RECOMMENDED: STREET IMPROVEMENTS I (I) 0 ,/' "' 0 RIVER AVENUE :, 0 1---1------11------------------+-------I MICHAEL SINACORI RCE 46214 DRIVEWAY DETAILS u // L_JL---l----------------L--~A~ss~1s~TAN~r~c~1rv~EN~c1~NE~E~R-~ __ .J:P~E~DE!!l!~S~1 ~ffjj~•~.N~<nQQ~\ST.~AL~~N.~C>~CE~~s!SJ!lt.FROVEM~~~~ans~~-=--=:---::~ t: DESIGNED: DAG DRAWN: JS CITY OF NEWPORT BEACH R-5831-S :~ NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DA TE: MM MAY 09 PUBLIC WORKS DEPARlMENT SHEET 15 OF 37 c, !c C) ~ :E ~ 0 m w w en ~1/ li:i w :::c en - w w en ''-------r----I /,"- 5020 5008 5016 I I I 5012 I 7 I I ___ __,~ j ;,-~~---5_oo_o _ ) J ./ - g ,__ __ _ - -..l - _L \ ® g g 1!8 I I ) ' g 7 ' ms --~ I I )----;----- ---\ \ I I I I \ 0 I g , g± g g g ·N-~ ' <'\ I ms Ill rns I _L_ _L ____ -------------- ----g I r 1- _ _j I I -+--i,-_..L::~-:_-_-_r",1'"""!:;--"'-Cg:J-:...J~7~~~----_-_g_---s-tlt====-9--+--\l._ l __ -_ stlt--9----+- ----cat,,------cat..------cat,r-- -/ -cat. cat. -cat. -cat. lt-c----cat.-----cat-------=-~,,_-_--~ ~at-==--_---+=~ c~ © ~ ) 11 +18.32 RIVER AVENUE = / 2+55.12 51st STREET ------------L --SP-IKE --------------__ R!VER AVENIUBj --- I WATER ~ ~ p IX) ~ I METER O a::· I. Ill a::· ~~ '°+C~ ~~ l:l~ ~~ q ~C~ 44 0--' II I l'l +-' II ..... I') -(.) 3: I') 0, "l -000 ,t--0, (.) 3: N C\I C\I ..-"l -q mm mm qm mlai <D i-WATER N METER 0, ~ ~ ~ N c~ ~ ~ + 0 -' II -..... -(.) 3: ..... I') N ---0, 0, 0, 0, TELE. PULL BOX -- IO ~ ~D, WATER -CABLE METER -a:: -0 c~ ~ ~ PULL 44 + 0 -' II BOX -(.) 3: -..... Gi) -0 0, 0, \ / ' / " (D ,+. '---- ;s vo 00 0, 0, en en "00 x 1p I 3o SCALE: 1"=10' ' 9+08.24 RIVER AVENUE - 2+62.46 50th STREET SPIKE & WASHER -c±l----- 8"' ss ~____,( ~-f----.=-s" s s \ I '\--f~-• . . ii:-ss-. • ·-. ~f ~1--1 '\i ·t ~s , • 1 ~~ ~~♦-_;_t • ~~•-~ ·t~ ; r • -g;•~~ • L -q-~I-t\.~f ~~s" ss -•· •• • • _ ·_ • -~t f -s" ss --+---f --fi" ss , (;_• ! /\b.·' :! :;:,-, '\i' ,ri•_·_. ' __ 9.49·FS oti in, , 9.41FS ...f\·/, I ,\ u'"_ •• _ {9.39 ,FS ,oti\i '°/ \\ m_ ··_ .. ·._·9.30 FS oti , in ~,-, ~ ~I -------. -,f--R,.----~~-=--a::,= it,, 1 • 9~ Fs--:-• . --. -__:__ . -~ e-!i':'4'rFS,:i: -• -.--~ ---_.-~ -' s:,42~PS--'-. •. ~-_,.,,.0 ,~"' .c;..:._ ___:_ "--9~9 FS -c:-.-C-, -c-: ---;-~ .75,...~--~ _'-'_N ____ 1 ___ -1 __ , :r, -----,-~~-1----r --::--T-~~----·-:-7 :--:---:-3;•----•---• --~: _--:1;'~' • -,-~• ---:--:--7._·1~..;~:c";"'.:'rr::s:~. ---~~ --_ R2 ·4•1 ,~--t ~----~ , I___ \ -· "~ -·· I '-.,_,. ~M fi-=11¥ <_ .. ~]9·.61 FS </' ; ·, ··9:~9;,E~ s •· •• •c~L : .. v~a, . c,,j'\'955 fS }r:-.;:11 1:'~" l]t.'i<>·,, N_t .·9:42 FS)(.1, > '~ I/ ~ @ii . ~-' ---I ---B"• I i!,-. -B"W-._._,·.·. ,;,,,i_:_,..,9,s4FS-·._· __ ••• ... :.i"Wl --~--•-~9i53.i;5.:..;.r 1~59\i54~F.5c'-c '. ·-··· "'••--~-,~951,;..F's~c"W ·4,r f w 7 ,~-~-rn~~ffil\1----e -I ID ,. .. I~ I (.·. I I I ' I 13+28.60 RIVER AVENUE = 2+50.56 52nd STREET SPIKE & WASHER LS5420 5023 ------------ t) _J >--"- O <D ..... <D 0, 0, ~ I') -": CABLE ,..._ -5-P •LL BOX e 5019 I I " ELEJ VAULT_ ~1 -------~ Ill-CO <D 0, 0, I I ~ -.j-co 0, ~ 0 <D 0, 5015 ~~ 00 a:: -l'lc, 0 + N N-' II -u 3: 31 I 5009 ~~ 0 a:: --c,O + N N--' II -u 3: I -- g ~ 0 -.j-0 .,; IO IO - 0, 0, ~ N IO 0, ~ I') co ~ 00 -.j- 0, - 5l 0 IX) + -- 5005 ~ a:: -co N -' II (.) 3: - GAS METER 5001 44 WATER METER " ··-.. 5( ,,,__ ___ ca j 1p 30 SCALE: 1 "= 1 0' ---------__ 1_1_+1 ;32 RIVER AV~NU_E_=_l--,cl --- 2+55.12 51st STREET SPIKE I It) -1-w w :::c en w w en t: w -I Q. ~ w w en GENERAL NOTES 1. LOCATION OF RELOCATED WATER METER SHALL BE COORDINATED AND APPROVED BY THE CllY PRIOR TO COMPLETING THE WORK. 2. SEE UTILllY GENERAL NOTES ON SHEET 1. UTILITY CONSTRUCTION NOTES: @-ADJUST TO GRADE (ITEM PER PLAN) @-uTILllY RELOCATION BY UTILllY OWNER. @-RELOCATE WATER METER PER CllY STD-502-L. @-REPLACE WATER METER BOX & COVER PER CllY STANDARDS. co '' () u _c C1 ' RECORD DRAWING C-3628 -~ ~--------------------------~----------------------~-----------~---------------------------,0 PREPARED BY: CIVIL WORKS Engineers, Inc. 3151 Airway Avenu~ Suite S-2 Costa Mesa, CA 92026 (714) 966-9060 APPROVAL RECOMMENDED: I STREET IMPROVEMENTS s "' 0 RIVER AVENUE :, 0 1----1--------11-------------------+------I MICHAEL SINAC0RI RCE 46214 DRIVEWAY DETAILS u // L_JL---l----------------L--~A~ss~1s~TAN~T~c~1TY~EN~c1~NE~E~R-~ __ .J:P~E~DE!!l!~S~1 ~ffjj~•~.N~<nQQ~\ST.~AL~~N.~C>~CE~~s!SJ!lt.FROVEM~~~~ans~~-=-=:--::~ t: DESIGNED: DAG DRAWN: JS CITY OF NEWPORT BEACH R-5831-S :~ NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DA TE: MM MAY 09 PUBLIC WORKS DEPARlMENT SHEET 16 OF 37 c, co -,_ ~ Cl,) m Cl,) 5220 --- £ S2 ~ --1-i I \ g g cat>t-----cat ' stlt I 15+41.30 RIVER AVENUE= 2+13.03 53rd STREET SPIKE & WASHER LS5420 ~ 1:----- g ffj Cl,) ----- ---8" ss • • • • • I 17+64.83 RIVER AVENUE= ~t1~i 1 i i~H~TRE~420 (8 (.) ....I .... u.. vO <O<O 00 -----i--- j I cat I \ cat cat cat RIVER AVENUE RIVER AVENUE () 0 ~ a 4t _J ( 0 ~- 11 c:t -:J ) Q ? 1p 5300 5200 (0 -,_ lt1 i5 ffj Cl,) [_!Tl ' \ I I I °' 5220 g- cat..---- t -.I a ~ ffj Cl,) GENERAL NOTES 1. LOCATION OF RELOCATED WATER METER SHALL BE COORDINATED AND APPROVED BY THE CITY PRIOR TO COMPLETING THE WORK. 2. SEE UTILITY GENERAL NOTES ON SHEET 1 . UTILITY CONSTRUCTION NOTES: @-ADJUST TO GRADE (ITEM PER PLAN) @-UTILITY RELOCATION BY UTILITY OWNER. @-REPLACE WATER METER BOX & COVER PER CITY STANDARDS. RECORD DRAWING C-3628 ·~ ~--------------------------~-----~------------------~---~--------~----------------------------" PREPARED BY: CIVIL WORKS Engineers, Inc. 3151 Airway Avenu~ Suite S-2 Costa Mesa, CA 92026 (714) 966-9060 APPROVAL RECOMMENDED: I STREET IMPROVEMENTS s "' 0 RIVER AVENUE :, 0 1---1-------11------------------+--------I MICHAEL SINACORI RCE 46214 DRIVEWAY DETAILS u // L_JL----l----------------L--~A~ss~1s~TAN~T~c~1TY~EN~c1~NE~E~R-~ __ .J:P~E~DE!!l!~S~1 ~ffjj~•~.N~<nQQ~\ST.~AL~~N.~C>~CE~~s!SJ!lt.FROVEM~~~~ans~~-=-=:--::~ t: DESIGNED: DAG DRAWN: JS CITY OF NEWPORT BEACH R-5831-S :~ NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DA TE: MM MAY 09 PUBLIC WORKS DEPARlMENT SHEET 17 OF 37 c, I I 1 201 -- ----a" ss ------s" ss __ _ ------------------------- I Q) I ~ I ~ I ~ I I 1 I w z : I g (/) : I g (/) ' IX) I - -, I I r \ L ----g -+-I----g -+--+---g Q) 19+35.17 RIVER AVENUE= j Z ti'S~l~E-&_WASHER LS5420 ~ _ _ _ _ 8" ss ---=i-==c!!-4--Y- (J ....I t--"- 5408 "' '--..... ----_ / --~-g ----g ----g ----+- ______ ---------- r 1P SCALE: 1 "=110' ~ ?i: ---~-~ -I " "' • V Q t'1 CO N + N NN ID-' II 00 .---c..>3: -- I I I I I I I I I \ 5400 I ____ l_ g 5404 -1 I ----g ----I g --;-; __ g _j_ ___ i-~ \ --g~ e ----------T >----cat cat cat,r----cat,r----cat.-- s· ss 8" ss 17+64.83 RIVER AVENUE= 1+73.18 54th STREET SPIKE & WASHER LS5420 8" ss ' ' i ' ' ' ..... - 1H i ltJ C'/,) ---~~~~ D ---,---- -----=--= ~ ~~~ JB"W--- -----------8"W ---------. r-=r -I •J -- . I ~---~ N ~ ~ 5406------.:::: g ~5408 £ --,..,__ t< 5403 RIVER AVENUE GENERAL NOTES 1. LOCATION OF RELOCATED WATER METER SHALL BE COORDINATED AND APPROVED BY THE CITY PRIOR TO COMPLETING THE WORK. 2. SEE UTILITY GENERAL NOTES ON SHEET 1. UTILITY CONSTRUCTION NOTES: ®-ADJUST TO GRADE (ITEM PER PLAN) @-REPLACE VALVE BOX & ADJUST TO GRADE PER CITY STD-511-L @-UTILITY RELOCATION BY UTILITY OWNER. @-RELOCATE WATER METER PER CITY STD-502-L. @-REPLACE WATER METER BOX & COVER PER CITY STANDARDS. co '. () u .c C1 . RECORD DRAWING C-3628 -~ ~--------------------------~----------------------~-----------~---------------------------t" PREPARED BY: CIVIL WORKS Engineers, Inc. 3151 Airway Avenu~ Suite S-2 Costa Mesa, CA 92026 (714) 966-9060 APPROVAL RECOMMENDED: I STREET IMPROVEMENTS s "' 0 RIVER AVENUE :, 0 1---1------11------------------+-------I MICHAEL SINACORI RCE 46214 DRIVEWAY DETAILS u // L-JL---l----------------L--~A~ss~1s~TAN~T~c~1TY~EN~c1~NE~E~R-~ __ .J:P~E~DE!!l!~S~1 ~ffjj~•~.N~<nQQ~\ST.~AL~~N.~C>~CE~~s!SJ!lt.FROVEM~~~~ans~~-=-=:--::~ t: DESIGNED: DAG DRAWN: JS CITY OF NEWPORT BEACH R-5831-S :~ NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DA TE: MM MAY 09 PUBLIC WORKS DEPARlMENT SHEET 18 OF 37 ,-, J Q N in I') + Ol 0 0 NU ~ ..J qi-"- "--.... Oo IO "" +· a, 0 a, - I ; I I I I : I , I I I , I : I I .• .. _.. . .• •• ..,,.....,_;... ....,.,_--=--_ .. ·-: . :.:_ -::_--:-c-;-:- g 0 g ~ N · -N 0 II I . .... :;:: ---.... ~ O! CX) I') "" .... a, a, a, + . a, -°' I') /✓ 49th STREET ! ~ ·Q--~--;p--p□-- ---= - - - - - SCALE: 1 "=1 O' --==1 ,-------' L ==--=--=--=c-~8 -----~-~~-~~-~~ ------------------------ - - ---- - - -----q IO 50!!\-STREET >- g , •. a:: • (.) IO(.) ..J "-"" o"" I-..J I') I-~ "-N -CX) + ..J II r-cci -CX) I') Ui!l= N t--rr, N -IO CX) -t--.... d 0 .,; +o .,; a, a, ----, , c~ -,~~"7~ ~----· •• -,~~~-•--•. y' ~~--·_;__· .---·' .:·· ·',• : .-· TN· -·-·-., •• ·.-• ,. ,~ ~ // L--.J ✓ / r 1r SCALE: 1 "=1 O' 1," -~-g'' s" "" " ~~ ~ -ss 5,5 ~ -g ~ ..J (.) ..J _g ..J -g "-I-N "-"-N a:: -N ui a, cci a, CX) CX) Cl CO IO IO ·n I') IO a, co --co N "" IO 0 ~IO 0 +· d + ..J II Ol 0~ 0 0 (.) == d d +d d --------- ~ I I ~ ~ ~ IQ ~- ~ ~ ~ ~ ~ IO co "" 0 N ~ .... .... ~ co 0 0 d 0 0 --- --~ ~ ~ ~ ~ ✓ / 1p SCALE: 1"=10' Q r ~o SCALE: 1"=10' in . - 35" ECR I jr< I I :;1~ ) I I ' IA ~ !/1 ~1 I / ~ ~ ~ F :.1K, -(_~ ~ ~ "- IO ~ J g ~ ~ ~ -0 N ~ CX) I') g . .· Jj ~ ='= 0 0 Ol Ol -IO 0 0 d -I') -co ' I-0 ~ = -e Ol ---~~CX? FROM · ,.J ~ IJ d ~ -~ -~ v-'-.)1 0 ~=1 ·." -/ ' -= ,_ ,,.,.;. / :x: 'v' t ' OJ - U) I OJ ' /I' ·~0 o"ol" · .. ' '. ,:, ~-~-' '""t' ' • ·'E1"'' ·,· -· . .· . .. .. .-;· ',:,,,).. . .;· .. ' ·' .. ·N ..... .. . . .. .. ~ ·QO . . . .. • . .-· •.•• ". •,· ., .. ·"-,_ IO ,. •. ' .. . -·-· ~ 00 ·__:,_':_ -~.-' . . . ,:....._·_. _____ :_ ___ ;_B -·-._ . , ... ·,• .. :_,;_ :..:..... . . . . . .· .. ~ 00 • _, ._. ~ . -~--. ~..:.._··. :_ ~ . ~'• ~_..:_ ~ -~ --~--~. . ._. c-~---"""" ,.:.:__,.. . -· ·-_...,;____;:_ . -~ ,...,_ I / / / / ,.,. / I . : .. '........!.·.:.._ .· . -:~ ~,f.1 ..J g ~ co ~~ ..J CO(.) ..J g g 0>-0 r2 g ..J g Ol (.) _j co(.) ::r7'-.... g g :L co(.) ~ "-"' "-NI-"--1-"-in -I-"--I-"-co ~! "--1- cci 0 ~ a, I') N N IO CO co a, d r-a, IO -0 0 co CO IO g I') Cl 3: N "-Ol "" a, IO ~ Ol ,t-"" 0 IO N-+ IO '°o "l +· d "" "" a,"" + • ·+ "" I') N CXl I') +· d p 0 ..J d + • 0 00 d d + • d 00 o-d d d + • d -0-(.) o-o.9 -0 -~ ----~ -~ ---- g 0+00.00 513rd STREET = I EPTOI\IETA'lEIN~J 53rd STREET 0 / tti --- ---- -- -- - - - - - - - - - --· -----7$-/,. ------------------------ I( n 0 --- - -I I ' / (J) I - ----------- . ---I , ' ~5 10 I SCALE: 1 "=1 O' UTILITY CONSTRUCTION NOTES: @--RELOCATE UTILITY VAULT VENT PIPES (BY OTHERS) @-RELOCATE STREET LIGHT PER CITY STD-200-L - ?, 0 z 0 I-!/1 z < a:: I- fil CD 3.5' ft SIDEWALK 2' 2' JOIN EXISTING AC OVERLAY TC ELEV PER PLAN \ ~ 5' 2% PER PLAN ---r:=--:::::::::=~..L-~= ROLLED CURB PER DETAIL 2 SECTION A NO SCALE / FS ELEV / FS ELEV JOIN EXIST r JOIN EXIST in "'t\_ BACK OF WALK/ TC ELEV .,; N PROPERTY LINE PER PLAN N ---...._______ \_FLOWLINE ~ \_EDGE OF ,$ z z 0 0 I-GUTTER I-I-!/1 !/1 !/1 z z z < ~ < < a:: a:: a:: I-I-I- Cl c.. Cl fil Cl z (:l ffi 5' z w CD w c.. ;;:: DRIVEWAY DETAIL NO SCALE C) in tti 21-0" 2·-0· 1½" • _:l IO R ½" • R ½" - ' I . R ½" R 111 .17J 0 4'-1" I -- ROLLED CURB DETAIL NO SCAUE MAINTAIN GUTTER OFFSET MAINTAIN FLOWLINE OFFSET ROLLED CURB TRANSITION DETAIL (:) NO SCALE RECORD DRAWING C-3628 co '' () u .c C1 ' ·-' ~--------------------------~----------------------~-----------~---------------------------t" PREPARED BY: CIVIL WORKS Engineers, Inc. 3151 Airway Avenu~ Suite S-2 Costa Mesa, CA 92026 (714) 966-9060 APPROVAL RECOMMENDED: STREET IMPROVEMENTS I (I) 0 ,/' "' 0 49th, 50th, 52nd & 53rd STREET :, 0 1---1-------11------------------+-------I MICHAEL SINACORI RCE 46214 DRIVEWAY DETAILS u // L_JL----l----------------L--~A~ss~1s~TAN~r~c~1TY~EN~c1~NE~E~R-~ __ .J:P~E~DE!!l!~S~1 ~ffjj~•~.N~<nQQ~\ST.~AL~~N.~C>~CE~~s!SJ!it.FROVEM~~~~ans~~-=-=:--::~ t: DESIGNED: DAG DRAWN: JS CITY OF NEWPORT BEACH R-5831-S :~ NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DA TE: MM MAY 09 PUBLIC WORKS DEPARlMENT SHEET 19 OF 37 c, D (.) w It) -"' 0 + IX) 8.59 TC 8.09 FS 1/ 3+84.75 BCR 8.35 TC 7.85 FL I I RIVER /AVENUE 7.68 FL 3+28.66 ECR 8.11 TC 7.61 FL CURB RAMP DETAIL AT RIVER AVENUE &48th STREET D ~-~-----~, _I 9.12 TC I j (9.12 FS) I I I OIN EXISTING , ____ ....L.. (.) (.) CD w . --gr It) :igr r-- "' -8 st ,,., ,,., <I) --~ I') IX) "' "! r-: + + It) • . "'IX) IX) -"'IX) r-- X X :igr c:; CX) co • ,,., IX) IX) • • -"'IX) j X l C! -N I [F_x __ .__,x ,x I L (.) CD 0 :igr r-: ~ r;:; r,... " + • N f's IX) • • r---C) IX) X Q Cl:: (.) (.) (.) w CD CD IX) :igr N "' 'Kl <I) g~ r-- :::i ::ao ,,., ~ N It) It) • N f's + + It) . • + q~ r---moo r--r--"'IX) !? 1p 30 SCALE: 1 "=10' RIVER ~ Li g ~ -.i-st st -.i-0 It) 0 It) CJ) IX) cci CJ) J __ \ \ I I _J_ ______ J_ AVENUE Cl:: (.) w - I st (.) ...I <I) f-u.. N ,,., ,,., r--C) st + <I) IX) IX) 8.50 FL Q I ,1 r 1.0 30 SCALE: 1 "= 1 O' 3+07.50 EC 7.57 TC 7.57 FL 8.05 TC 7.55 FL f, I I / ___ // ---~-~--=~~--=t \ \ DD◊ _ __\_ _____ □ (.) CD w "' (.) ...I :igr 0 :igr q ~ LL.. 0 -N I') I') C) . ..-i C) <I) -.i-It) It) r--"' st <I) It) It) 0 0 + . . ~ Oil) + • -<I) <I) IX) IX) + It) • • IX) • • <I) _c,cx, <I) -C) IX) . : ... ~~• ~ __ :;'Sc-•: ~ ....... ~~~ ~s~ --~-\_---' ~ ' ·t; :: '· .•, . ------------ / / •• •• ---~--/ /:f l;/ / \ 7.90 jc ~/I j / / / 7.~/FS VJ/,! #/ ~ "-c3=-c+='c11"-c:4~1 ~E~CR_ /11 I \ l 7.316 FL ~~/ /2 1 '-f/1 J/j ;,/~ I // I // CURB RAMP DETAIL AT RIVER AVENUE & 47th STREET I I ______ J_ _ (.) ID _..., ,-' ...I (.) "' ,,., :l (.) "' 'Kl f-[L co ~u.. cc+ • O> +-..... -0)-~ + •CJ)st Oil)-It) , , + cci "? . It) -IX) IX) te.-C0C0 ·. ,:1 ,------------,1~1---r~ .·_•· '., / ,__ ________ _ I Q !? 1p 30 SCALE: 1 "= 1 O' CONSTRUCTION NOTES: @--coNSTRUCT 6" PCC OVER COMPACTED SUBGRADE 0-coNSTRUCT 6" CURB TYPE "B" PER CITY STD-182-L DISPOSITION NOTES: @-REMOVE CURB & GUTTER @-REMOVE AC PAVEMENT @ DELTA RADIUS • A1, 33"06'24" 15.0' A2 33"06'24" 15.0' A3> 33"07'08" 15.0' LENGTH 8.67' 8.67' 8.67' TANGENT 4.46' 4.45' 4.46' N G) CJ r, 2 <( [L ' co RECORD DRAWING C-3628 ··~ ---------------------------..----..------..----------------~----,,------------------=----..--------------------------," APPROVAL RECOMMENDED: I PREPARED BY: CIVIL WORKS Engineers, Inc. 3151 Airway Avenu~ Suite S-2 Costa Mesa, CA 92026 (714) 966-9060 STREET IMPROVEMENTS s CURB RAMP & PARKING BAY DETAILS (_) 0 I--+----+-----------------+-------, MICHAEL SINACORI RCE 46214 ;~ L_jl.-----!----------------!---~A~ss~1s~T~AN~r~c~1TY:rJ,EN~c~1N~EE!R_J-__ _1P~E~DE~~s[1~ffjj~•~.N~cn~\ST.~[AL~~N.~C>~CE~!!!!S~s~1t.FROVEM~~~~ans~~==;--;~ t: DESIGNED: DAG DRAWN: JS CITY OF NEWPORT BEACH R-5831-S :~ NO, DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DA TE: MM MAY 09 PUBLIC WORKS DEPARlMENT SHEET 20 OF 37 c, - -~-~ I -RIVER I AVENU,E 13+56.80 BCR I ___, 10.3..!...IC _ c.---9:S-1 FL 13+05.16 ECR 10.21 TC 9.71 FL CURB RAMP DETAIL AT RIVER AVENUE & 52nd STREET 9 1p 30 SCALE: 1 "=1 O' ----.::----------- ,• ~----~ f CURB RAMP DETAIL AT JO ANNE PLACE & RIVER AVENUE j 1p 30 SCALE: 1 "=1 O' - / ' 11 +46. 13 BCR 9.89 TC 9.39 FL 10.20 FS RIVER I AVENUE I 9.35 FL ~:~~ ir 1 9.85 TC 9.35 FL I -+-'I~ Cll, W ~I~ I (/) 1 0+92.88 ECR 9.78 TC 9.28 FL □ I X I f CURB RAMP DETAIL AT RIVER AVENUE & 51st STREET 18+05.45 BCR 10.90 TC 10.40 FL 9 1p 30 SCALE: 1 "-1 O' 11.08 TC 10.58 FL I / 1+71.82 I '..c I -+-' 'q"" I I[) I 1 I I I I I I I (11.11 TC) /1 I JOIN EXISTING I . . . :.:-: ', .. 1-.-------- :: •· .. =.: • ·~ .•. :·: .. ··•2%'.· ~-- CURB RAMP DETAIL AT RIVER AVENUE & 54TH STREET j 1p 30 SCALE: 1"=10' 9+35.82 BCR 9.46 TC 8.96 FL RIVER I AVENUE I 8.93 FL 1 / I ~ I 9 1p 30 SCALE: 1 "=1 O' ------=-· ~·1 15+71.26 BCR 10.74 TC R\\/ER ! AVENUE 10.24 FL ' 10.20 FL ( -+· ------" -.. --- 8+84.70 ECR 9.36 TC 8.86 FL 15+19.50 ECR 10.64 TC 10.14 FL CURB RAMP DETAIL AT RIVER AVENUE & 53RD STREET Q j 1p 30 SCALE: 1 "=1 O' N G) CJ r, 2 <( (L / co RECORD DRAWING C-3628 ·: 0 ,--------=:--=,---------------.,,,,..-~------,-.---T---------------,--1A1AP;pPRCRONVALAL:-iRi:ECCCOJl.4MMIMEiNiiiDE:DD:~1------~~;;.~~;;;,:~~;;~;-----7 L PREPARED BY: ,r;;.;ccss1,,;::s STREET IMPROVEMENTS 0 ~'£.MAJ?">'<;\ CURB RAMP DET'AILS CIVIL WORKS Engineers, Inc. 3151 Airway Avenu~ Suite S-2 Costa Mesa, CA 92026 (714) 966-9060 ~~ ~~ ~ ~-0-·", o '•· 8798 ' ,';i $f• (_) 31 ; IV\\. ,;C'i •'/ ·-----LC•'}:-_'~·----·/. ' I t==jt======t================================i====~~Ml~CH~A~EL~Sl~NiA~CO~R~I R~C~E~46~2-14f---!P!E~DE!~S~i~ffjj~.6~,N~CC~~ ....... ,;;.~Al~~;•c:11;C"""~~s;~•t.FROVEM~~77ans~~31~fl~· ASSISTANT CITY ENGINEER ~ 18 1 ,_,... .,__ o DESIGNED: DAG DRAWN: JS CITY OF NEWPORT BEACH R-5831-S :~ NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: MM DATE: MAY 09 PUBLIC WORKS DEPARlMENT SHEET 21 OF 37 "' e RELOCATE EXISTING FIRE HYDRANT ---B" SS ' I I I I I REMOVE VALVE & INSTALL BLIND FLANGE PER DE"[~IL-4-------- I ___ J c''IJ I ---- ·;ms FIRE HYDRANT RELOCATIONC) LOCATION#1 RIVER AVENUE AT 54th STREET Q !? 1p - - -- -----SCALE: 1 "=5' RIVER AVENUE . I -" SS ------8'"-SS --~8" SS ------8" SS ~-----R" SS ---7 .. -- ··." I "3o'11 +04.62 RIVER AVE. RELOCATE EXISTING ~ / ~ 2+33.27 51st ST. 1 FIRE HYDRANT /" . // REMOVE EXISTING PIP "· I J,,L-------- 811 ss -- REMQVE VALVE &~ \ / I-, 1 lj 7 INSTALL B~IND FLANGE \ I . Pf R DETAIL 4 • \ w ~~c_~6'..... • .;:,l:::.~l-0 •. ~ __ _ __ ~~fif: ~ L_~\.'.-• ;::::_:::_:::_-.r-, .-\/,/:::_:::_-:.-:.-. :::_-:.-_-. =-:..__, ' o" w f- I ------~t-r ,0, \;/ ----t--'-4'1'-j® _:~~-._ .•. -\r-=--_· -. ====-8-.".-w·====--~ -~ ~--+~-, 8-WA;l1,fu1 • '1 1 -, ! • j -------I l : I I •. 1 I I I I I I FIRE HYDRANT RELOCATION(!) LOCATION#2 RIVER AVENUE AT 51st STREET Q !? 1p - - -- -----SCALE: 1 "=5' I (') (') ', ' ' \ _______ _ --- ' _;..------ i REMOVE EXISTING PIPE REMOVE VALVE &·-•• ____ ·---. INSTALL BLIND FLANGE ' ' 1 , I I II I ~,----c--7~ I I I I I I I I I I I o__L _ ___c_ _ _l_o_ I'' [EXISTING GROUND FURNISH & INSTALL BLIND FLANGE & THRUST BLOCK TO CAP EXISTING SERVICE -i I '·... ,.-17 ~j_,J ---I 1--------------------------------------L----ir--------- / EXISTING WATER MAIN PROTECT IN PLACE ------=--~\ 1 I L I L I I I ~ I II I I I I \ ., 1 , ----------------------------------------rit==== I----_-_-_-_"._~, ,.// L..l...L '·--·:_--.:-~·:/· , 1, .1 REMOVE EXISTING VALVE & DELIVER TO CITY WATER DEPT FIRE HYDRANT RELOCATION a NO SCALE CONSTRUCTION NOTES: RIVER AVENUE 0-coNSTRUCT 4" THICK PCC SIDEWALK PER CITY STD-180-L. ~--8'' ss _EER_OETAIL-4--s" ss ---====>tsr ·--:,:;-;· ·~===-==='llio UTILITY CONSTRUCTION NOTES: -·-~-----+----------J Q_RELOCATE EXISTING FIRE HYDRANT PER CITY STD-500-L / 30 3+39.30 RIVER AVE. ./ 1---cat..-+----!· cat..-----cat.-------t;-,~~at..-2¾..80 .. 1.6-4-Btibt~I .--,----oat..-·,----t-cat~---cat,,----cat~-, --1 0"· RElc0GATE-EXISTING-- ~ {SEE SHEET 22 FOR DETAILS) INSTALL TEE W/ C110 FITTINGS AND TWO DRESSERS (ONE AT EITHER SIDE OF THE MJxMJ TEE) .~~ / (') -. .\ • • ~ j) \/,,\ ' I I i / i ·' i . I / ./ i " . i " / I / . I •. i I FIRE HYDRANT RELOCATIONC) LOCATION#3 RIVER AVENUE AT 48th STREET ? i 1p SCALE: 1 "=5' , IRE HYDRANT FURNISH & INSTALL C-900 PVC CL200 PIPE (36" MIN LENGTH) ......,,.....,,,.,__,. 45 FURNISH & INSTALL MAIN LINE VALVE PER CITY STD-508-L. (SEE SHEET 22 FOR DETAI DISPOSITION NOTES: @-PROTECT IN PLACE {ITEM PER PLAN) GENERAL NOTES 1. FIRE HYDRANT SHALL BE LOCATED 24-INCHES CLEAR FROM CURB FACE. 2. ONLY ONE HYDRAINT SHALL BE OUT OF SERVICE AT ANY ONE TIME. " '' 0 u .c C1 ' RECORD DRAWING C-3628 ·~ ~----------------------------------------------~--~------------------------------------1" PREPARED BY: CIVIL WORKS Engineers, Inc. 3151 Airway Avenu~ Suite S-2 Costa Mesa, CA 92026 (714) 966-9060 I STREET IMPROVEMENTS s APPROVAL RECOMMENDED: UTILITY DETAILS u 0 1---1-------11------------------+-------1 MICHAEL SINACORI RCE 46214 ;~ L.JL---l----------------L--~A~ss~1s~TAN~T~c~1rv~EN~c1~NE~E~R-~ __ .J:P~E~DE!!l!~S~1 ~ffjj~•~.N~<nQQ~\ST.~AL~~N.~C>~CE~~s!SJ!lt.FROVEM~~~~ans~~-=-=:--::~ t: DESIGNED: DAG DRAWN: JS CITY OF NEWPORT BEACH R-5831-S :~ FEB, 2011 AS-BUILTS PA NO, DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DA TE: MM MAY 09 PUBLIC WORKS DEPARlMENT SHEET 22 OF 37 c, I w z :] ::c ~ i I ' I I I I 0 L i I I I PD5B L=157' PD6 i-:-, I --\ 1-I I I_J r---1 u n '3P(CA L=14' PD6 PD12 [ I-'----', PD5 l d PD6 R3<'r~GA)\; _/ / ,=:::::;(.,f, o(cA) 111 ~=20' x PD6 2 I ' ' I : ~D11 1·--L=1' PD6 I I I I PD12 • 1I I k J I '--~ I ~~• ! /1 Ill 1 i ~, I-/I : R30(CA) P~ / I I PD6 I L=99' PD6 ,____,-r■1 W I/ I --;;;;Jj/jt J.... !/ I ~ /1 l / lfl /1 1-/11 /f:e /I I I en :I 1 / I; / J II I :::c: 1' ,1 I / .,., ~/ 1/ '"' ,' ~, ~ i ' ~ / . ..__ __ _J Ct) 11 ,j L=102' I ,, I-II 1/ ,.... ~----' I I I ~::::::::;:=f 'tij, !/ ,, I -~fu I I l / / --0 • --- ---==-=------- PD3 -------~-------/ \ I/ -----------~1 r-7 1 I GENERAL NOTES 1 !I I ,d I I ii I I Ir', II I / / I l, I / l' I I rrl ' ,; I II I / / II I 1 I I II 111 I 'l I I I PD6 I iiltJ __ j /1 ;:/ L=88' ·1 I 1/1 1 : 0 / 11/ I r' I I I I i / / I c II r 30(CA) 1 I/ 1 I I ~~~-~•~'-----/ / I I --J~D11 // ,/ t l 1• -------, t' / =;;;~~~~~t1··· c___ __ j b _ __,.__,.,____,.__J I .fl I, --==---===-=---=-) .. -, ~-.. ~-I_ ,:_'==-==--~ _ _ _ _ _ _ I j/ ///. r----111 ·,,_ \'o: 7 L-----rL ____ JJ 0 ; Pb8 R30(CA) ----=-=--=-=--=--~----'J==" =~=--~~ I : • I I -----r --------..L. ___J_ \ -----Ii , ------- DISPOSITION NOTES 1 -------------...1.------------R-"0(GA) --v · -·--- NEPTUNE CONSTRUCTION NOTES 1. SIGNING AND STRIPING INSTALLATIONS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD). THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARD PLANS AND SPECIFICATIONS DATED MAY 2006, AND ALL ADDENDUMS THERETO, AND THE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT STANDARD @-PROTECT-IN-PLACE (ITEM AS NOTED) 0--REMOVE (ITEM AS NOTED) ~ INSTALL DETAIL 2 ~ INSTALL DETAIL 22 DRAWINGS, CURRENT EDITION. 2. ALL STRIPING, MARKINGS, AND LEGENDS SHALL BE SPRAYABLE REFLECTOR/ZED THERMOPLASTIC UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL PROVIDE AND INSTALL RAISED PAVEMENT MARKERS FOR ALL STRIPING. STRIPING, MARKINGS, AND LEGENDS SHALL CONFORM TO THE LATEST CALTRANS STANDARD PLANS A20D AND A20A THRU A20E. 3. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL PAVEMENT STRIPING AND STENCILING WITHIN THE PERIMETER OF THE CONTRUCTION AREA SHALL BE RESTORED TO LIKE NEW CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY. 4. THE CONTRACTOR SHALL RESTRIPE EXISTING STRIPING AND CURB MARKING OBLITERATED BY NEW CONSTRUCTION WHETHER OR NOT SHOWN ON PLANS AT NO COST TO THE CITY. 5. TRAFFIC SIGN FACE REFLECTIVE SHEETING SHALL BE 3M "ASTM TYPE 11" OR APPROVED EQUAL WITH PROTECTIVE GRAFFITI OVERLAY FILM OR AS OTHERWISE NOTED. 6. SIGNS SHALL BE STANDARD SIZE UNLESS NOTED OTHERWISE. PRIOR TO INSTALLATION NEW SIGN SHALL BE APPROVED BY THE CITY. EXACT LOCATIONS OF SIGNS SHALL BE DETERMINED BY THE CITY ENGINEER. 7. SALVAGED SIGNS AND SIGN POSTS SHALL BE DELIVERED TO THE CITY PUBLIC WORKS DEPARTMENT. 8. STRIPING SHALL BE APPLIED WITHIN 48 HOURS OF SURFACE COURSE REPLACEMENTS ON STREET OPEN TO THE PUBLIC. IN NO CASE SHALL A NEWLY PAVED STREET OPEN TO THE PUBLIC BE LEFT UNSTRIPED OVER A WEEKEND OR HOLIDAY. 9. ALL CONFLICTING STRIPING, PAVEMENT MARKINGS, LEGENDS, AND RAISED PAVEMENT MARKERS SHALL BE REMOVED BY WET SAND BLASTING. BLACK OUT IS NOT PERMITTED. ALL DAMAGED PAVEMENT DUE TO REMOVALS SHALL BE REPAIRED AS NECESSARY TO MAINTAIN A SMOOTH AND UNIFORM SURFACE OR AS DIRECTED BY THE ENGINEER. ~ INSTALL 12" WHITE SOLID LIMIT LINE ~ INSTALL 12" WHITE SOLID CROSSWALK ~ INSTALL WHITE PAVEMENT MARKING 'STOP' ~ INSTALL WHITE PAVEMENT MARKING 'PED' ~ INSTALL WHITE PAVEMENT MARKING 'XING' ~ INSTALL RED CURB (LENGTH PER PLAN) ~ FURNISH & INSTALL BLUE HYDRANT PAVEMENT MARKER ~ RESET TRAFFIC SIGN §)--FURNISH & INSTALL TRAFFIC SIGN & POST (AS NOTED) ~ INSTALL R1 -1 & R6-2(2) ON A SINGLE METAL UNIT POST. R6-2 SIGNS SHALL BE INSTALLED BACK-TO-BACK WITH ARROW POINTING IN DIRECTION INDICATED. ~ EXISTING RED CURB, TO BE REPAINTED PER CITY DIRECTION. §)-INSTALL TYPE I ARROW R5-1 D12 ~ Q SCALE: 1 "=30' 6p CJ 'T C, (_) C) z o_ er:: f--'1 , co ', () u .c C1 , RECORD DRAWING ·~ 10. ALL CROSSWALKS, LIMIT LINES, AND PAVEMENT MARKINGS SHALL BE SPRAYABLE REFLECTOR/ZED THERMOPLASTIC PER SPECIFICATIONS. ~--------------------------~----------------------~-----------~---------------------------1" PREPARED BY: CIVIL WORKS Engineers, Inc. 3151 Airway Avenu~ Suite S-2 Costa Mesa, CA 92026 (714) 966-9060 APPROVAL RECOMMENDED: I SIGNING & SI RIPING s RIVER AVENUE, ANTONY BRINE RCE 45521 48th, 49th, & 50th STREET (~ // L-JL---l----------------L--k;c~1TY~1R~A~FF~1c~E~N~G1~NE~ER~+---.!:P~E~DE!!l!~S~1 ~ffjj~•~.N~OOQQ~\ST.~AL~~N.~C>~CE~~S!SJ!it.FROVEM~~~~ans~~-=-=:--::~ t: DESIGNED: DAG DRAWN: JS CITY OF NEWPORT BEACH R-5831-S :~ NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DA TE: MM MAY 09 PUBLIC WORKS DEPARlMENT SHEET 23 OF 37 c, GENERAL NOTES 1, SIGNING AND STRIPING INSTALLATIONS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD). THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARD PLANS AND SPECIFICATIONS DATED MAY 2006, AND ALL ADDENDUMS THERETO, AND THE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT STANDARD DRAWINGS, CURRENT EDITION. 2. ALL STRIPING, MARKINGS, AND LEGENDS SHALL BE SPRAYABLE REFLECTORIZED THERMOPLASTIC UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL PROVIDE AND INSTALL RAISED PAVEMENT MARKERS FOR ALL STRIPING. STRIPING, MARKINGS, AND LEGENDS SHALL CONFORM TO THE LATEST CALTRANS STANDARD PLANS A20D AND A20A THRU A20E. 3. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL PAVEMENT STRIPING AND STENCILING WITHIN THE PERIMETER OF THE CONTRUCTION AREA SHALL BE RESTORED TO LIKE NEW CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY. 4. THE CONTRACTOR SHALL RESTRIPE EXISTING STRIPING AND CURB MARKING OBLITERATED BY NEW CONSTRUCTION WHETHER OR NOT SHOWN ON PLANS AT NO COST TO THE CITY. 5. TRAFFIC SIGN FACE REFLECTIVE SHEETING SHALL BE 3M "ASTM TYPE 11" OR APPROVED EQUAL WITH PROTECTIVE GRAFFITI OVERLAY FILM OR AS OTHERWISE NOTED. 6. SIGNS SHALL BE STANDARD SIZE UNLESS NOTED OTHERWISE. PRIOR TO INSTALLATION NEW SIGN SHALL BE APPROVED BY TlHE CITY. EXACT LOCATIONS OF SIGNS SHALL BE DETERMINED BY THE CITY ENGINEER. 7. SALVAGED SIGNS AND SIGN POSTS SHALL BE DELIVERED TO THE CITY PUBLIC WORKS DEPARTMENT. 8. STRIPING SHALL BE APPLIED WITHIN 48 HOURS OF SURFACE COURSE REPLACEMENTS ON STREET OPEN TO THE PUBLIC. IN NO CASE SHALL A NEWLY PAVED STREET OPEN TO THE PUBLIC BE LEFT UNSTRIPED OVER A WEEKEND OR HOLIDAY. 9. ALL CONFLICTING STRIPING, PAVEMENT MARKINGS, LEGENDS, AND RAISED PAVEMENT MARKERS SHALL BE REMOVED BY WET SAND BLASTING. BLACK OUT IS NOT PERMITTED. ALL DAMAGED PAVEMENT DUE TO REMOVALS SHALL BE REPAIRED AS NECESSARY TO MAINTAIN A SMOOTlH AND UNIFORM SURFACE OR AS DIRECTED BY THE ENGINEER. 10. ALL CROSSWALKS, LIMIT LINES, AND PAVEMENT MARKINGS SHALL BE SPRAYABLE REFLECTORIZED TlHERMOPLASTIC PER SPECIFICATIONS. DISPOSITION NOTES @--PROTECT-IN-PLACE (ITEM AS NOTED) 0---REMOVE (ITEM AS NOTED) I I I I I I I I I I I I PD12 PD6 L 7' 0 "' I I I ~~1-;pce~_j I I I I i,;::::::::::::::::::jl I I I I I I PD6 L 4' I I I I I I I \ I I I I I I I ~ \ I I ~ \ I I L ______ _ \ CONSTRUCTION NOTES ~ INSTALL DETAIL 2 ~ INSTALL DETAIL 22 ~ INSTALL 12" WHITE SOLID LIMIT LINE ~ INSTALL 12" WHITE SOLID CROSSWALK ~ INSTALL WHITE PAVEMENT MARKING 'STOP' ~ INSTALL WHITE PAVEMENT MARKING 'PED' ~ INSTALL WHITE PAVEMENT MARKING 'XING' ~ INSTALL RED CURB (LENGTH PER PLAN) • •• ~ I t _j -7 I R30 ( Ai I 1, I I I I I • / I ---7 I \ -~-' 1@ I \ 10/ I \ I I I I I I I L 01 t ' l_ CD ~ 50' L=22' PD6 PD4 Ii: I j[ ,I ,,_ ____ , I 1' PDSA II 1/ I 11 ., I II I i/ ., /1 1/ 11 1/ II 11 1/ ~ --,L,---~ II I I I I I I I I I 11 I I I jl I 11 I I I /I I 11 I 11 I II ----11rU' ar----,l;f I __ J 11 □ ---L: I 1 n )i 50' Ee;. -~ ir, ~ - I w z -..J ::c ~ i R30(CA)~~ / ,-,-------i.:;;z_ I sp ~ ~/° I I &!/ ~ FURNISH & INSTALL BLUE HYDRANT PAVEMENT MARKER ~ RESET TRAFFIC SIGN ~ FURNISH & INSTALL TRAFFIC SIGN & POST (AS NOTED) §)-INSTALL R1-1 & R6-2(2) ON A SINGLIE METAL UNIT POST. R6-2 SIGNS SHALL BE INSTALLED BACK-TO-BACK WITH ARROW POINTING IN DIRECTION INDICATED. ~ EXISTING RED CURB, TO BE REPAINTED PER CITY DIRECTION. ~ INSTALL TYPE I ARROW C) z o__ er:: f---'1 -co ' -() u _c C1 - RECORD DRAWING -~ ~--------------------------~----------------------~-----------~----------------------------,0 PREPARED BY: CIVIL WORKS Engineers, Inc. 3151 Airway Avenu~ Suite S-2 Costa Mesa, CA 92026 (714) 966-9060 APPROVAL RECOMMENDED: I SIGNING & SI RIPING s RIVER AVENUE, ANTONY BRINE RcE 4ss21 51st, 52nd, & 53rd STREET ,~ // L_JL----l----------------L--k;c~1TY~1R~A~rr~1c~E~N~G1~NE~ER~+---.!:P~E~DE!!l!~S~1 ~ffjj~•~.N~OOQQ~\ST.~AL~~N.~C>~CE~~S!SJ!it.FROVEM~~~~ans~~-=-=:--::~ t: DESIGNED: DAG DRAWN: JS CITY OF NEWPORT BEACH R-5831-S :~ NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DA TE: MM MAY 09 PUBLIC WORKS DEPARlMENT SHEET 24 OF 37 c, I I I I I I r ~ --+--- L.., Scale: 1" = 10'-0'' 0 5' 10' 20' NORTH "' :It "! C 0 ~ "' "E ,. C ~ 2 1;j C f vi L. ~ RECORD DRAWING C-3628 ~ i---------------------------,---------------------------~;-:;;;-:::-----.------------------------------.----.----.----------------------,,------.--:-::-,,....,.,--,-,---:-::-:...,,....-,,,--=-=--.------------------------------;~u PREPARED BY: -PREPARED BY: APPROVAL RECOMMENDED: STREET IMPROVEMENTS ! 1-800-422·4133 UNDERGROUND SERVICE AlERT OF SOUlHERN CMJFffiNIA ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT l<NOWN OR IN A LOCATION DIFFERENT FROM THAT \\fflCI-I IS SHOWN ON Tl£ PLANS OR IN Tl-IE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MA'T' DAMA.GE SUCH FACILITIES OR INTERF'ERE WITH THEIR SERVICE. BEFORE E>CCAVATll't,IG. THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BV CONTRACTING UNDERGROUND SERVICE ALERT AT 1-(B00)-422-4133. [Tu]\}jjci] ~ [[)(oofu[J]) Costa Mesa Office: □D~n DD ~~1;:;~ir~i!e MB 71:.~~1~:~2~:AJ~axPhooe \V 78060 Calle Estado 760.5S0.5165 Phone Lo Quinto, Collfomlo 92253 760.564.0369 Fox LJIMlalplftftl 81 ; W Mt1, ?le'..:lltS e-man: cnlwingsOdvolzdeaign.corn __ • www.dvolzdeslgn.com <) NO.2375 CIVIL WORKS IRRIGATION PLAN 15 a. SIGNATURE EXP. 3-31-10 DATE ~ Engineers, Inc. [NAME] RCE xxxxx ~ 315IAirwayAvenue,SuiteS-2 l----l-----l-------------------l-------/-:=ASSl=S=-TAN_T_Cl-rclY=:-EN::::G:c-lNEER __ -t-____ P_E_D_E_S_T_R_I_A_N_C_O_A_S_T_A_L_A_C_C_E_S_S_I_M_P_R_O_V--,E_M_E_N_T_S __ -----:c------1o Costa Mesa, CA 92626 DESIGNED: DRAWN: R 5831 S (714) 966-9060 DAG BC CITY OF NEWPORT BEACH --~ ~--------------------------------------------------~------------------------~-No_-~_D_A1E_~_D_ES_CR_1PTI_o_N_o_F_R_EV1_si_ON_s __________ ~APPRO __ VE_D~CH-ECK_ED_=_u_u~D_A_TE:_·~3_10_09~ ____ P_u_s_L_1c_w_o_R_K_s_o_E_P_A_R_T_M_E_N_r ____ ~SH_EET_L_1_.1_0F_3_7~l I I 11 : 5012 I ~,----5~Q--tt-Q-l>-81-----? ~-------.--~o~u~uq~-+:_J l,===;===-=~ad-1 1!-:..._" ---h~~- 1 \ l Te _J T CONC. ~ ------ T ---+-- 5000 CONC. ~ L_ :: 916 4912 X <" I I _I I I -ef:r -I ~~ I I 5012 -;- I -i cat j I- LL w ....J :s: 0 ....J w cc w w Cl) w z ....J I u ~ ~ ----cat I @J ----- j: I ~ I RIVER ~ :---~--1-r------------~ ~• mm -----------,--- 1 ~ 1 ~ A1B 1" 10.0 ~ 1-=-=-=-=-1½" -------------~-----------------✓--,-----------1! / 3 ~ -------;;-------3 II ____ 4.._ __ _ ----------------¾" ¾" .... ¾" 3 -~ • --------- C---- _ _j 1 I o l I ~· o__ I Scale: 1" = 10'-0" w~ 0 5' © 10' 20' NORTH ~ Li:i "' :It "! C 0 ~ "' "E ,. C ~ 2 1;j C f vi L. ~ 1i': i--------------------------r-------------------------:;::-c=c _°"' _°"'_"' __ ---.--------------------------.----.------.-------------------.------..,.,,.,,.,,..,.,-.,.,.-:-::-,-.,,...,,-::--,:-=----.------------------------------;~u PREPARED BY: _,.,, PREPARED BY: 0 RECORD DRAWING C-3628 APPROVAL RECOMMENDED: 1-800-422·4133 UNDERGROUND SERVICE AlERT OF SOUlHERN CMJFffiNIA ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT l<NOWN OR IN A LOCATION DIFFERENT FROM THAT \\fflCI-I IS SHOWN ON Tl£ PLANS OR IN Tl-IE SPECIAL PROVISIONS. Tl-IE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MA'T' DAMA.GE SUCH F'ACIUTIES OR INTERFERE Will-I THEIR SERVICE. BEF'ORE E>CCAVATll't,IG. THE COl't,ITRACTOR SHALL \IERIF'Y THE LOCATION OF UNOERGROUND UTILITIES BV CON1RACTING UNDERGROUND SERVICE ALERT AT 1-(B00)-422-4133. [Tu]\}jjci] ~ [[)(oofu[J]) Costa Mesa Office: □D~n DD ~~1;:;~ir~i!e MB 71:.~~1~:~2~:AJ~axPhooe \V 78060 Calle Estado 760.5S0.5165 Phone Lo Quinta, Collfamla 92253 760.564.0369 Fa>C LJIMlalplftftl 81 ; W Mt1, ?le'..:lltS e-man: cnlwingsOdvolzdeaign.corn __ • www.dvolzdeslgn.cam STREET IMPROVEMENTS ~ <) N0.2375 CIVIL WORKS IRRIGATION PLAN 15 a. SIGNATURE EXP. 3-31-10 DATE ~ Engineers, Inc. [NAME] RCE xxxxx ~ 315IAirwayAvenue,SuiteS-2 l---l-----l-------------------l-----r=:=A:-::SSl:-::S=t:_AN_T_CITlY=:-EN:::Gc:-lt£ER __ t-___ P_E_D_E_S_T_R_I_A_N_C_O_A_S_TA_L_A_C_C_E_S_S_IM_P_R_O_V_ErM_E_N_T_S __ --:----1o Costa Mesa, CA 92626 DESIGNED: DRAWN: R 5831 S (714) 966-9060 DAG BC CITY OF NEWPORT BEACH --~ ~--------------------------------------------------~------------------------~-No_.~_D_A1E_~_D_ES_CR_1PTI_o_N_o_F_R_EV1_si_ON_s __________ ~APPR0 __ 1JE_D~CH-ECK_ED_=_M_M~D_A_1E:_· ~3_10_09~ ____ P_u_s_L_1c_w_o_R_K_s_o_E_P_A_R_T_M_E_N_r ____ ~SH_EET_L_1_.2_0F_3_7~l NEW 1 1/2" WATER METER WITH 2" COPPER 'K' SERVICE LINE AND HOT TAP 1 1/2" FEBCO 825Y REDUCED PRESSURE BACKFLOW IN STRONG BOX ENCLOSURE MODEL BC-45CR I _J 11/2",Rlf wo~)ASTERV~9ff6 2000, ORMAi LYCLOSE 4832 c____,,-.,e,-,------+---+-+-----,-------,--'-="r 6112~ico~ S-~~~~O~~~M;~~E::;~~fS N t::~SOR, -;l{~n------0 t{t~---~~~,,~, 4828 I I ct----1-X -+, 4816 I I I I I _.:s;::::=:---~~z~:--=-~-2" ---- 1 I I I I 11 _J -cc t ( ) I-- Ct...> -( 4824 0 CONC. • / -~ -~-I \ I I RIVER I-LL w ...J W I 2" I 11 ~ .--~ ~ --N;W_2_"--=C=O=PP=E=R='K=' =SE=R=V=IC=E=L=IN=E====l========~~I ---"'cc--+------r-----~===~=-=======cc-------------------~---- ~ I C , : :: A15b A 1ENUE I I s 0 ...J w m w w Cf) I NEW 2" HOT TAP------" ·"'~~~ w ·-............:---------------"',---+----~~---B-§=' z ...J I C.) ~ ~ I I I I I I A15 1112" 22 1 2" ---===::;::; _ft-_ -----i~ . u z ------ 4812 CONC. NEW METER,BACKFLOW, MASTER VALVE( AND FLOW SENSOR, TO BE PLACED N BULB OUT PLANTER 4808 4804 4800 C) f::::: Q \ f \1\ \ Scale: 1" = 10'-0' t \ ~ a 5' x ' -1¼" I ■ 10' 20' w z ...J I C.) ~ ~ © NORTH 0, I') Li:i "' :It "! C 0 ~ "' "E ,, C ~ 2 1;j C f vi L. ~ 1i': RECORD DRAWING C-3628 APPROVAL RECOMMENDED: i----------------------------r--------------------------~;;;;;;;;:-----------------------------,-------.------.-------------------.------.,,,,,.,....,.,-.,.,.-,:--::-:-.,.,..,-=-,:-::,-------,------------------------------1~0 PREPARED BY: _,.,, PREPARED BY: 0 1-800-422·4133 UNDERGROUND SERVICE AlERT OF SOUlHERN CMJFffiNIA ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT l<NOWN OR IN A LOCATION DIFFERENT FROM THAT \\fflCI-I IS SHOWN ON Tl£ PLANS OR IN Tl-IE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MA'T' DAMA.GE SUCH FACILITIES OR INTERF'ERE WITH THEIR SERVICE. BEFORE E>CCAVATll't,IG. THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BV CONTRACTING UNDERGROUND SERVICE ALERT AT 1-(B00)-422-4133. [Tu]\}jjci] ~ [[)(oofu[J]) Costa Mesa Office: □D~n DD ~~1;:;~ir~i!e MB 71:.~~1~:~2~:AJ~axPhooe \V 78060 Colle Estodo 760.5S0.5165 Phone Lo Quinto, Collfomla 92253 760.564.0369 Fox LJIMlalplftftl 81 ; W Mt1, ?le'..:lltS e-mon: cnlwingsOdvolzdeaign.corn __ • www.dvolzdeslgn.com STREET IMPROVEMENTS ~ <) N0,2375 CIVIL WORKS IRRIGATION PLAN 15 a. SIGNATURE EXP. 3-31-10 DATE ~ Engineers, Inc. [NAME] RCE xxxxx ~ 315IAirwayAvenue,SuiteS-2 l-----l-----l-------------------l-----/-:=ASSl=S=-TAN_T_Cl-rclY=:-EN::::G::--lt£ER __ -t-____ P_E_D_E_S_T_R_I_A_N_C_O_A_S_T_A_L_A_C_C_E_S_S_I_M_P_R_O_V----,-E_M_E_N_T_S __ -----:c------1o Costa Mesa, CA 92626 DESIGNED: DRAWN: R 5831 S (714) 966-9060 DAG BC CITY OF NEWPORT BEACH --~ ~--------------------------------------------------~------------------------~-No_.~_D_A1E_~_D_ES_CR_1PTI_o_N_o_F_R_EV1_si_ON_s __________ ~APPRO __ VE_D~CH-ECK_ED_=_u_u~D_A_1E:_· ~3_1D_09~ ____ P_u_s_L_1c_w_o_R_K_s_o_E_P_A_R_T_M_E_N_r ____ ~SH_EET_L_1_.3_0F_3_7~l j I tu I w I "v5 I uJ uJ l--C/) T j RI ' w I ~ I 11 ffiill 83 0 ~ 2• I-'. L --{) ----------------~ -------------------~ :: -.,3, ■--==7,; = .. ======== Scale: 1' = 10'-0" u"u"u 0 5' 10' 20' I -I q 6D NORTH I I 0, I') Li:i "' :It "! C 0 ~ "' "E ,. C ~ 2 1;j C f vi L. ~ RECORD DRAWING C-3628 ~ i-------------------------------r-----------------------------:;;;;;-=-_----.-------------------------------,--,-----.----------------------.-------,r-:==,-,---=,.,..,..==,,,-----r----------------------------------1~0 PREPARED BY: -PREPARED BY: APPROVAL RECOMMENDED: STREET IMPROVEMENTS ! 1-800-422·4133 UNDERGROUND SERVICE AlERT OF SOUlHERN CMJFffiNIA ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT l<NOWN OR IN A LOCATION DIFFERENT FROM THAT \\fflCI-I IS SHOWN ON Tl£ PLANS OR IN Tl-IE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MA'T' DAMA.GE SUCH FACILITIES OR INTERF'ERE WITH THEIR SERVICE. BEFORE E>CCAVATll't,IG. THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNOERGROUND UTILITIES BV CONTRACTING UNDERGROUND SERVICE ALERT AT 1-(B00)-422-4133. [Tu]\}jjci] ~ [[)(oofu[J]) Costa Mesa Office: □D~n DD ~~1;:;~ir~i!e MB 71:.~~1~:~2~:AJ~axPhooe \V 78060 Calle Estado 760.5S0.5165 Phone Lo Quinto, Collfomlo 92253 760.564.0369 Fox LJIMlalplftftl 81 ; W Mt1, ?le'..:lltS e-man: cnlwingsOdvolzdeaign.corn __ • www.dvolzdeslgn.com <) NO,2375 CIVIL WORKS IRRIGATION PLAN 15 a. SIGNATURE EXP. 3-31-10 DATE ~ Engineers, Inc. [NAME] RCE xxxxx ~ 315IAirwayAvenue,SuiteS-2 l----l-----l--------------------l------/-:=ASSl=S=-TAN_T_Cl-rclY=:-EN::::G:c-lNEER __ -t-____ P_E_D_E_S_T_R_I_A_N_C_O_A_S_T_A_L_A_C_C_E_S_S_I_M_P_R_O_V--,E_M_E_N_T_S __ -----:c-----1o Costa Mesa, CA 92626 DESIGNED: DRAWN: R 5831 S (714) 966-9060 DAG BC CITY OF NEWPORT BEACH --~ ~--------------------------------------------------~------------------------~-No_-~_D_A1E_~_D_ES_CR_1PTI_o_N_o_F_R_EV1_si_ON_s __________ ~APPRO __ VE_D~CH-ECK_ED_=_u_u~D_A_1E:_·~3_10_09~ ____ P_u_s_L_1c_w_o_R_K_s_o_E_P_A_R_T_M_E_N_r ____ ~SH_EET_L_l_.4_0F_3_7~l 00 I') Li:i ~ "' :It "! C 0 ~ "' "E ,. C ~ 2 1;j LAGU"' 0 { r--~1~-8~00~·422i~·~41~33~~-.:TTE:NTI:ON:,.:o:,RE:CTE:O:TO:TH:EP:OS:~.:LE:EX,:.,.:NC:EOF~-r·P"'REP,;.AR"E"D'B~Y:;-----[])8];::\Jll:cil~~::-~rn,...;:,.,.:,rn-,:---=~~~i~;::-T'P:R~EP"A~REiED>iiBY0: ________________ 7,~~~[~~~~~~[~~~~~~~~~~~~~~~~~~~~~~~~~~~~~r_~~~~Tiiiiiiiiivii~iiiiiiiii~-,-------~R~OE~C~O~~~D~D~1~~· ~W;IN;G~20_· -~N:O~R~~~~13§6~2~81_:u~ I uNoERoROLNo ,,c,cmes NoT ""o"" oR '" , LOC,TioN eo~ L..1At1>JLJ\lc,-.o., APPROVAL RECOMMENDED: ~ DIFFERENT FROM THAT MtlCI-I 1s SHOWN ON Tl£ PLANS OR IN "lo Mesa Office: c ~l~~i!i:iis}:~!ii~~~e:11~ □D~\/DD~~l:i:~~!f~l!eMB 11l.i~i~i;21t'~,,"'00' Q N0.2375 E1VIL WORKS STREET IMPROVEMENTS ! BEFORE EMC.VATINO. THE CONTRACTOR SHALL VERIFY THE 78080 Calle E,tado 760.580.5165 Phone SIGNATURE ng·ineet:"S lnc IRRIGATION PLAN t:: LOC ... TION OF UNDERGROUND UTILITIES BV CON1RACTING Lo Quinto, Collfomla 92253 760.564.0369 Fa, EXP. 3-31-10 /, I • O UNDERGROUND SERVICE ALERT AT 1-(B00)-422-4133. --•oo•-oo-..... -,. • •--. :;.-:z,~-315lMW<yAw""' s.,, S-2 (iwoJ RCE XlOQQC ~ Costa Mesa, CA 92626 r;;~~=~;;==+;;;~~~~~~~~~~~==================t=====t~~ASSl~~S~TAN~T~~Cl1Y~~EN:~Glt£ER:~~~j----~~~~~~~~~~~~~~~~~~~~'.__ __ J ~0 " E TRIAN COASTAL ACCESS IMPROVEMENTS (714) 966-9060 DESIGNED: DRAWN: NO DAlE DESCRIPTION OF' REVISIONS DAG BC CITY OF NEWPORT BEACH R-5831-S ~ . APPROVED CHECKED: MM DATE: 3 10 09 PUBLIC WORKS DEPARTMENT u SHEET Ll.5 CF 37 f J K 90% CLEAN BACKFILL AS REQUIRED-------, REFER TO ENGINEER FOR SPECIFIC MATERIAL AND COMPACTION REQUIREMENTS. PAVING, BY OTHERS UNDISTURBED SOIL:---- MAINUNE AND-----~-,:::;;;~-,:::;;;~<.,;.,N-.4½4'-cH'-Ar'J CONTROL WIRES IN SCH 40 SLEEVES :I I I LATERAL LINES------a-+->==+-++"e"'"' IN SCH 40 SLEEVE =1 I -<i •··• -I ;111-111 11 · · · ./.-:..-:_.: . .-:_.: . .-:_.: . .-.· ........... •.· .. · . .J__ I -ITT-~· ·.•.·.·.·~····~11= TAPE CONTROL WIRES TO MAINLINE ~ 1 0 FEET ON CENTER IN ROCKY SOILS INSTALL PIPING IN SAND BED ~--STAINLESS STEEL ENCLOSURE SEE LEGENO FOR SPECIFICATION ,--7-1!,----IRRIGA 110N CONTROLLER GFI TYPE SWITCH W/ ON-OFF SWITCH TERMINAL STRIP AND CONTROL WIRES 1" PVC ELECTRICAL SWEEP FOR FLOW SENSOR WIRES EPOXY SEALANT CONCRETE PAD (28"x28"x8" 2,500 PSI OR 3 SACK MIX) PER MANUFACTURER'S SPECS. _ )).-~~-:; )_ .• _ -~ --FlNISH GRADE IJ.n!! , ., .. ; ,::~:l~ll__.--3" PVC ELECTRICAL SWEEP FOR ~=:::::::::Jllii LOW VOLTAGE CONTROL WIRES "1-------3" PVC ELECTRICAL SWEEP FOR 110 VOLT POWER WIRES l------3/4" X 96" COPPER GROUND ROD CONNECT AS PER MANUFACTURER SECIIPH VIEW -H I s SLEEVE INSTALLATION G IRRIGATION CONTROLLER AND ENCLOSURE MAINLINE AND CONTROL WIRES IN ROCKY SOILS INSTALL PIPING IN SAND BED 24" DEPTH REQUIRED FOR ALL DOMESTIC MAINLINES 36" DEPTH REQUIRED FOR ALL RECLAIMED MAINLINES .--------FINISHED GRADE IN TURF AREAS .------PLASllC RECTANGULAR VALVE BOX WITH LOCKABLE COVER, BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "l'B" ONTO LID. ,---36" WIRE EXPANSION LOOP TYPICAL BRICK SUPPORTS ~==::::):--PVC ELECTRICAL SWEEP IF INSTALLED IN CONDUIT. '----------LANDSCAPE FABRIC '-----------3/4" ROCK, 3 CUBIC FT. PIPE INSTALLATION H PULL BOX Two (2) conductor, sheilded cable Heat band 'FS' on lid Jumbo plastic valve box with 2' -6" extensions (AEF 9516-2SP) .----1" in turf areas connection to transmitter 2" in shrub areas and locking cover ~ Waterproof connections Main line • ';1.-:i ,._. ... ,II • ,II • ,t. .. •,:o ... • ... •,._ ........ , ... ... ,.. .. ,ti....... .. .......... ,... .. :i ... • ... '14 ........ ,,,.. . •...... :i .. :i ... • ..... 'fj ~ ........................ ~-·· .......................... . Size or directio ang at 16 • )( •Pi~~• did'-:::;::;::; ; ::~: ,. ::: 5 • )( • ~i-p~-di~f · ; ~• distance equal to 1 OX , •. •. •. •. •. •. •. • •. •. • •. •. •. •. •. •. • • Finish grade Size or direction change at distance equal to SX pipe diameter from flow sensor (if required) :i,.:i,.:i,.:i,.:i,.:i,.:i,.:i,.:i,.:i,.:i,.:i,.:i,.:i,.:i,.:i,.:i,.:i diameter from flow • • • • • • • • • • • • • • • ·,. • • • • • • • • • • • • • • ·-----5" deep 3/4"pea gravel •,,,:i,:o,:i,:i,.:i,:i,:i,:i,:i .. :i,.:i .. :i,:i,:i,:i sensor • .. • ,11 • ,11 ·" ·" • ""· .. • .. • .. • ""· ,11 • _,.. ··.,t ·,.. sump ~-----LOW VOLTAGE WIRES ~--OUTER CASE OF CONNECTOR TWIST WIRES FOR PROPER CONNECTIO CRIMP SLEEVE INSTALLED------~ WITH RECOMMENDED TOOL CONNECTOR INSERT ------------~ FILL OUTER CASE WITH SEALER PRIOR TO FINAL ASSEMBLY .-----------------FINISH GRADE ,---------------10 MIL TAPE ON ABOVE GROUND PIPE .----------R/P DEVICE SEE LEGEND FOR SPECIFICATION .--------BRASS BALL VALVE TYP. r-r-----t--+-==1------BRASS NIPPLES MIN. 4" TYP. .---+----BRASS ELL, 4 REQUIRED •----BACKFLOW ENCLOSURE PER LEGEND ].,----PRESSURE REGULATOR OR WYE STRAINER IF SPECIFIED, SEE BELOW J.,----BRASS UNION, 2 REQUIRED A-;--:---2" BRASS RISERS LENGTH AS REQ. \Jj~3----PVC MAINLINE TO MASTER VALVE '-----SCH BO PVC FEMALE ADAPTER '=----SCH BO PVC NIPPLE 6" MIN. '-----------CONCRETE SLAB, SEE BELOW '=--------------PVC MAINLINE NOTE: IF WYE STRAINER OR PRESSURE REGULATOR IS SPECIFIED, INSTALL ON EITHER THE HORIZONTAL PIPING OR ON THE DOWNSTREAM LEG AS SPACE PERMITS. CONCRETE SLAB SHALL BE MINIMUM 4" THICK, 18" WIDE AND EXTEND AT LEAST B" PAST THE BACKFLOW ASSEMBLY PIPING. IF BACKFLOW ENCLOSURE IS SPECIFIED IN THE LEGEND, THE CONCRETE SLAB SHALL BE THE SIZE REQUIRED BY THE MANUFACTURER. D E NOTE: BACKFLOW PREVENTER .-------FINISHED GRADE IN TURF AREAS -----PLASTIC RECTANGULAR VALVE BOX WITH LOCKABLE COVER, BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "BV" ONTO LID . ----10 TAG PRESSURE SUPPLY LINE DEPTH AS PER SPECS. '----"'~ PVC MALE ADAPTER BRICK SUPPORTS '-------BRASS UNION '---------BRASS NIPPLE '----------LANDSCAPE FABRIC s,.__cn_QN_YI_ElY ___ HI_5 _____ 3/4" ROCK, 3 CUBIC FT. BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE, INSTALL VALVE OFF-CENTER IN BOX. BALL VALVE FINISHED GRADE QUICK COUPLER PUNCH-LOK CLAMPS 7 oi~~&f • 0 :'7,~;i';~ 0--~~:.,I; BRICK SUPPORTS-~ 3 CU. FT. CRUSHED GRAVEL: 36" REBAR STAKE ----- ~-PLASTIC VALVE BOX 0 10" RND. W/ LOCKABLE LID HEAT BAND 'QC' ON LID "-<------BRASS SWING JOINT ASSEMBLY MAINLINE A B -.-----------POP-UP SPRINKLER HEAD SEE LEGEND FOR SPECIFICATION .--------FINISHED GRADE POP-UP SPRINKLER FINISHED GR~ TOP FLUSH W/ F.G. IN TURF AREAS TOP 1/2" ABOVE F.G. IN SHRUB AREAS ~--SCH. BO NIPPLE, LENGTH AS REQUIRED ~--1 MARLEX STREET ELL AND 1 PVC THREADED ELL (90) ~-SCH. BO NIPPLE (6" MINIMUM) ~-MARLEX STREET ELL OUT OF LATERAL LINE FITTING ~--LATERAL LINE, DEPTH AS SPECIFIED IN LEGEND HEAD TO BE INSTALLED: 2" FROM ALL CURBING 4" FROM ALL WALKWAYS 12" FROM ALL BUILDINGS AND WALLS SWING JOINT ASSEMBLY TO BE SIZED PER SPRINKLER INLET SIZE I PLASTIC VALVE BOX 12" RECT. W/ LOCKABLE LID HEAT BAND CONTROLLER LETTER AND VALVE NUMBER ON LID Q, ~C) C) oO-,•C) 0. c1.o r«!=-=:!,,u., o ui o uc::2~c:io o o"a'J.i:==~ MAINLINE-~ ""'=-.::::,J~ Cl{?0 c0~-,J{21 • ejtol FEMALE ADAPTER ___ 0 •~ "'°•-V.0 Cl• • Cl ~0 &:l BRASS UNION ~ I t SCH BO PVC NIPPLE (TY~ 3/4" CRUSHED GRAVEL 1~• DEEP BRICK SUPPORTS------------~ PVC LATERAL-ANGLE TO SPECIFIED DEPTH WITH 45 DEGREE ELLS. REMOTE CONTROL VALVE FINISHED G:J .---PLASTIC VALVE BOX 12" RECT. W / LOCKABLE LID HEAT BAND 'MV' ON LID NOTE: USE ALL BRASS PIPING TO DISCHARGE SIDE OF MASTER VALVE CJ> ;i,: "! C 0 :;:, " CJ> "E ~ C ~ 2 1ii C 0 ~ I --~--------------------------------------------~------------------------------~-----------------------------------~--------------------------------------1._ L FLOW SENSOR WIRE CONNECTORS F QUICK COUPLER C MASTER VALVE RECORD DRAWING C-3628 l --~----------------------~-------------------~-~--------~------------------~--~-----~-~---~------------------~--........ -~'=------~------------------------------1-:f PREPARED BY: PREPARED BY: APPROVAL RECOMMENDED: g 1 ·800-422-4133 UNDERGROUND SERVICE ALERT OF SOUTHERN CAIJFCRf.llA ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF' UNDERGROUND FACILITIES NOT ICNOIMII OR IN A LOCATION DIFFERENT FROM TH"T 'M-IICH IS SHOWN ON 11£ PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAl<E STEPS TO ASCERTAIN THE EXACT LOCA 110N OF ALL UNDERGROUND F.6.CIUTIES PRIOR TO DONG WORK THAT MAY DAMAGE SUCH F'ACIUTIES OR INTERFERE WITH THEIR SEAVICE. BEF'ORE EXCAVATING. THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTRACTING UNDERCROUND SERVICE ALERT AT 1-(B00)-422-4133. [Dro\Jtlci] ~ Coste Mesa Office: □D~~□D 151 Kolm"' a,-;,., Sutte MB Costa Mesa, CA 92626 Coachella Valley Office: 78060 Calle Estado Lo Ouintc, California 92253 [])(oo1la[J]l 714.641.1300 Phone 714.641.1323 Fax 760.580.5165 Phone 760.564.0369 Fax t.a""':',!Alal $ $ 1111d MIi l'ielllft e-maTI: mlwingsOdvolzdesign.cCNTI .. www.dvolzdeslgn.com STREET IMPROVEMENTS ~ NO 237t<,, CIVIL WORKS IRRIGATION DETAILS 1 Engineers, Inc. [NAME] RCE xxxxx i 3151 Airway Avenu~ Suite 5_2 l---l-----l------------------+----t-;:;;:::;A;;;SSl;:;:S:;:1:_AN_T_CITTY==-:-EN;;;;G::-lt£ER __ t-___ P_E_D_E_S_T_R_I_A_N_C_O_A_S_TA_L_A_C_C_E_S_S_IM_P_R_O_V_ErM----::E::-N_T::-S-::-::-:--=---1 0 Costa Mesa, CA 92026 DESIGNED: DRAWN: R 5831 S (714) 966-9060 DAG BC CITY OF NEWPORT BEACH --t .___ ______________________ _._ ___________________________ __._ ________________________ _.____No_._.____o_AlE _ ___._D_ES_CR_IP_TI_O_N_O_F'_R_EVI_SI_ON_s __________ L-APPRO __ IIE_D.._CH_ECK_ED_:---"'M=M'--D-A_TE:_· ..c,3c...c.10=.cc.09.c.L-____ P_U_B_L_rc_w_o_R_K_S_D_E_P_A_R_T_M_E_N_T ____ L-SH_EET_L_l_.6_<F_3_7___,f IRRIGATION PRESSURE CALCULATION-FURTHEST PALM BUBBLER UNITS SIZE TYPE DESCRIPTION GPM UNIT PSI LOSS 1 1 1/2" DISC WATER METER 10.0 00.4 1 11/2" RP BACKFLOW 10.0 11.2 1 11/2" ANGLE MASTER VALVE 10.0 01.5 1 1" BRASS AUTOMATIC VALVE 10.0 05.5 6 11/2" BRASS GATE VALVE 10.0 02.50 35 2" SCH40 MAINLINE 10.0 00.03 1115 1 1/2" SCH40 MAINLINE 10.0 03.46 5 1" SCH40 LATERAL LINE 10.0 00.12 110 3/4" SCH40 LATERAL LINE 05.0 02.37 27.08 MISC FITTINGS ALLOWANCE 02.71 STATION: A-30 COMPONENT LOSSES: 29.79 STATIC PRESSURE: 70.00 MIN. REQ'D BY HEAD: 30.0 MAX. GPM DEMAND: 10.0 ELEV.ILOS§iGAIN: 00.86 TOTAL PRESSURE REQ'D: 60.65 RESIDUAL PRESSURE: 09.35 IRRIGATION PRESSURE CALCULATION-FURTHEST GC/SHRUB UNITS SIZE TYPE DESCRIPTION GPM UNIT PSI LOSS 1 1/2" DISC WATER METER 15.60 00.4 11/2" RP BACKFLOW 15.60 11.4 11/2" ANGLE MASTER VALVE 15.60 01.5 1" BRASS AUTOMATIC VALVE 15.60 05.55 6 11/2" BRASS GATE VALVE 15.60 03.0 35 2" SCH40 MAINLINE 15.60 00.23 1150 1 1/2" SCH40 MAINLINE 15.60 06.33 5 1 1/4" SCH40 LATERAL LINE 15.60 00.05 53 3/4" SCH40 LATERAL LINE 07.80 02.65 31.11 MISC FITTINGS ALLOWANCE 03.11 STATION: A-32 COMPONENT LOSSES: 34.22 STATIC PRESSURE: 70.00 MIN. REQ'D BY HEAD: 30.0 MAX. GPM DEMAND: 15.6 ELEV. LOSS/GAIN: 00.86 TOTAL PRESSURE REQ'D: 65.08 RESIDUAL PRESSURE: 04.92 IRRIGATION PRESSURE CALCULATION-FURTHEST TREE BUBBLER UNITS SIZE TYPE DESCRIPTION GPM UNIT PSI LOSS 1 1 1/2" DISC WATER METER 10.0 00.4 1 11/2" RP BACKFLOW 10.0 11.2 1 11/2" ANGLE MASTER VALVE 10.0 01.5 1 1" BRASS AUTOMATIC VALVE 10.0 05.5 4 11/2" BRASS GATE VALVE 10.0 02.0 35 2" SCH40 MAINLINE 10.0 00.03 720 1 112" SCH40 MAINLINE 10.0 02.23 5 1" SCH40 LATERAL LINE 10.0 00.12 77 3/4" SCH40 LATERAL LINE 5.0 01.66 24.60 MISC FITTINGS ALLOWANCE 02.46 STATION: A-25 COMPONENT LOSSES: 27.06 STATIC PRESSURE: 70.00 MIN. REQ'D BY HEAD: 30.00 MAX. GPM DEMAND: 10.0 ELEV. LOSS/GAIN: 00.61 TOTAL PRESSURE REQ'D: 57.67 RESIDUAL PRESSURE: 12.33 PROJECT LANDSCAPE AREA: MAXIMUM WATER BUDGET: ESTIMATED WATER USE TURF: ESTIMATED WATER USE SHRUBS: TOTAL ESTIMATED WATER USE: 25% RAINFALL: (10) (.25) (.8) (7,727) TOTAL - - - - - -- -- - - - - GENERAL IRRIGATION NOTES STATIC PRESSURE MINIMUM STATIC PRESSURE SHALL BE 70 PSI AT THE METER. MINIMUM WATER METER SIZE 1 112". CONTRACTOR SHALL VERIFY PRESSURE READING PRIOR TO STARTING WORK AND REPORT TO LANDSCAPE ARCHITECT IF PRESSURE IS BELOW 68 PSI. IF PRESSURE EXCEEDS 85 PSI CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF A LINE SIZE WILKENS 500 SERIES PRESSURE REDUCING VALVE. IRRIGATION SYSTEM LAYOUT DUE TO THE SCALE OF THESE DRAWINGS THE CONTRACTOR SHOULD BE AWARE OF THE POSSIBILITY THAT THE NEED FOR MINOR ADJUSTMENTS TO THE IRRIGATION SYSTEM MAY BE NECESSARY TO PROVIDE PROPER COVERAGE. THESE ADJUSTMENTS COULD INCLUDE NOZZLE CHANGES AND/OR ADDITION OR DELETION OF INDIVIDUAL HEADS TO COMPENSATE FOR CHANGES MADE ON THE SITE. THE CONTRACTOR SHALL LOCATE ALL VALVES, LATERAL LINE AND MAINLINE IN PLANTING AREAS. SLEEVING SLEEVES SHALL BE PLACED UNDER ALL DRIVEWAYS AND WALKS WHERE IRRIGATION LATERAL, MAINLINE, AND WIRE WILL CROSS. SLEEVES SHALL BE PVC SCH. 40, MINIMUM BURY 24" DEEP. MINIMUM DISTANCE PAST EDGE OF DRIVEWAY OR CONCRETE WALK SHALL BE 24". WATER AND WIRE SHALL NOT BE PLACED IN THE SAME SLEEVE. "WATER CONSERVATION CONCEPT STATEMENT" THE SYSTEM IS DESIGNED TO ACHEIVE CONSERVATION AND EFFICIENCY IN WATER USE BY PROVIDING ANTI-DRAIN VALVES, FOR LOW HEAD DRAINAGE, RAIN CHECK INTERRUPT SWITCH TO PREVENT THE SYSTEM FROM ACTIVATING WHEN RAINING, PRESSURE COMPENSATING SCREENS TO PREVENT OVERSPRAY AND REDUCE WATER USAGE IN SMALLER PLANTING AREAS. AND LOW GALLONAGE HEADS TO REDUCE WATER CONSUMPTION. 7,727 SQUARE FEET (ETO) (0.8) (AREA) (.62) (46.6) (0.8) (7,727) (.62) 178,598.79 (GALLONS/YEAR) ~ETO) (KC) (AREA) (.62) ( (IE) 46.6~ (. 10) (o/ (.62) / .8) 0 GALLONS YEAR) ~ ETO) (KC) (AREA) (.62) / (IE) 46.6) (.40) (7,727) 5.62) { (.8) 111,624.24 (GALLONS YEAR 111,624.24 (GALLONS/YEAR) -15,454 (GALLONS/YEAR) 96,170.24 (GALLONS/YEAR) TOTAL LANDSCAPE AREA SQ. FT. OF TURF SQ. FT. OF SHRUB TOTAL AREA 0 7,727 7,727 IRRIGATION LEGEND SYMBOL MANUFACTURER DESCRIPTION PATTERN RADIUS F, H, Q, ., ~ t ... {., t ... ~ -f ... V ... ♦ "v ~ □ • ~ @ ~ §1 ~ () & ~ T ~ * ~ "y ... TORO 570S-6P-PR-15 SERIES TORO 570S-6P-PR-12 SERIES TORO 570S-6P-PR-10 SERIES TORO 570S-6P-PR-8 SERIES TORO 570S-6P-PR-5 SERIES SHRUB 6" POP-UP SPRAY SHRUB 6" POP-UP SPRAY SHRUB 6" POP-UP SPRAY SHRUB 6" POP-UP SPRAY SHRUB 6" POP-UP SPRAY RAINBIRD RWS SERIES, ROOT WATERING SYSTEM (2 PER TREE) MODEL RES-S-B-C-1404 (1 GPM) TORO 570Z-6P-PR-FB-100-PC PC FLOOD BUBBLER NEW 1 112" WATER METER WITH 2" COPPER 'K' SERVICE LINE AND HOT TAP 1 112" FLOW SENSOR-RAIN MASTER FS-150 FLOW SENSOR, CONNECT TO CONTROLLER WITH EV-CAB-SEN CABLE.. F,H,Q,TVAN F,H,Q,TVAN F,H,Q,TVAN F,H,Q,TVAN F,H,Q,TVAN F F 1 112" FEBCO 825Y REDUCED PRESSURE BACKFLOW IN STRONG BOX ENCLOSURE MODEL SBBC-45CR 1112" GRISWOLD MASTER VALVE MODEL 2000, NORMALLY CLOSED AUTOMATIC VALVE -GRISWOLD DW SERIES CONTROL VALVE, SIZE PER PLAN QUICK COUPLING VALVE -1" RAIN BIRD QUICK COUPLER WNINYL COVER IRRIGATION CONTROLLER-36 STATION, RAINMASTER EVOLUTION DX2, MODEL DX36-SPED WITH RADIO, FLOW, AND ANT KIT,CONTACT JOHN TOROSIAN AT RAINMASTER (805) 527-4498 MATCO 754 SERIES FULL PORT BALL BALVE, SIZE PER LINE ------PRESSURE MAINLINE -SCHEDULE 40 - 1 "OR SMALLER -CLASS 315-2" AND LARGER -MINIMUM 18" BURY LATERAL LINE -PVC SCHEDULE 40 -MINIMUM 12" BURY PIPE SLEEVE -PVC SCHEDULE 40 ~ CONTROLLER STATION ~ GALLONS PER MINUTE VALVE SIZE NOTE: 1. PLACE ALL VALVES IN GREEN PLASTIC VALVE BOXES PROVIDED BY CARSON BROOKS. QUICK COUPLERS SHALL BE PLACED IN GREEN ROUND VALVE BOXES. 2. PROVIDE 2 SETS OF COLOR CODED SCHEMATICS INCASED IN "HEAVY GAUGE" CLEAR PLASTIC FOR IRRIGATION. 3. PROVIDE 3 KEYS FOR QUICK COUPLERS. 15' 12' 10' 8' 5' GPM 3.70, 1.85,.92, .92-3.70 2.60, .1.30, .65, .65-2.60 1.58, . 79, .39, .39-1.58 1.05, .52, .26, .26-1.05 .41, .20, .10, .10-.41 1.00 1.00 PSI 30 30 30 30 30 30 30 "' "."! IO CJ> ;i,: ""'! C 0 :;::, " CJ> "E ~ C ~ 2 1ii C 0 ~ I '--~ c:: t----------------------------~----------------------------------~-----------------------------~-~----~--------------------~---~----------~---------------------------------<-:f PREPARED BY: PREPARED BY: g RECORD DRAWING C-3628 APPROVAL RECOMMENDED: 1 ·800·422-4133 UNDERGROUND SERVICE ALERT OF SOUTHERN CAIJFCRf.llA ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF' UNDERGROUND FACILITIES NOT ICNOIMII OR IN A LOCATION DIFFERENT FROM TH"T 'M-IICH IS SHOWN ON 11£ PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAl<E STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND F.6.CIUTIES PRIOR TO DONG WORK THAT MAY DAMAGE SUCH l'ACIUTIES OR INTERF'ERE WITH THEIR SEAVICE. BEFORE E>CCAVATING. THE CONTRACTOR SHALL VERll'Y THE LOCATION OF UNDERGROUND UTILITIES BY CONTRACTING UNDERCROUND SERVICE ALERT AT 1-(B00)-422-4133. [Dro\Jtlci] ~ [])(oo1la[J]l Coste Mesa Office: □D~'CT DD ~~1:i:~~ir~i!e MS 71:.~:1~{~2~:A)~axPhooe \V 78060 Calle Estado 760.580.5165 Phone Lo Quinto, California 92253 760.564.0369 Fax t.alldseaf!Alal $ 1111d MIi l'ielllft e-moTI: mlwingsOdvolzdesign.cCNTI __ .. www.dvolzdeslgn.com 10/08 VERIFICATION OF STATIC PRESSURE. PRODUCT CLARIFICATION STREET IMPROVEMENTS " al NO 237t<,, CIVIL WORKS 1a a. IRRIGATION LEGEND AND CALCULATIONS Engineers, Inc. i 3151 Airway Avenu~ Suite S-2 0 Costa Mesa, CA 92026 (714) 966-9060 t ~ [NAME] RCE )00()()( ASSISTANT CllY ENGlt£ER PEDESTRIAN COASTAL ACCESS IMPROVEMENTS DESIGNED: DRAWN: CITY OF NEWPORT BEACH R-5831-S DAG BC NO. DAlE DESCRIPTION OF" REVISIONS APPROIIED CHECKED: DAlE: PUBLIC WORKS DEPARTMENT '-----------------------------'-------------------------------------'---------------------------------'-----'-----__,_ ____________________ __._ ___ _,_ ___ ____c=---===-'------------------------'-----------'-= SHEET Ll.7 <F 37 MM 3 10 09 I-u w ..., 0 0:: a.. u. 0 0 z w I / I / / V I I I I I I I I I I I I I I I I I ~ I I I l I l n SYGROM 36"BOX \ GAZ RIG 22QTY 12"O.C. I ""U c.... rQ )> )> Oz mz lm • r • GAZ RIG 65QTY 12" o.c. PRUCER 36"BOX SYGROM 48"BOX SYGROM 48"BOX GAZ RIG BQTY 12·O.c. 1 -xl'-----s3_04 ~-i 1 4- 1 .-dt T • } T GAZ RIG 25QTY 12"O.C. SYGROM 36"BOX GAZ RIG 57QTY 12"O.C. '-----53_0_0 ~---Id 1===-;oo;;.l♦;:::==:!:=-;oo;;;r,t;::::===:-;;oo;;;i;:t.T--_._-----~!-=-=-=-=-=..:ca1;:::±;;::~r1w TIP TIP 00 36"BOX PRUCER 36"BOX I I GAZ RIG 17QTY 12"O.C. SYGROM 36"BOX SEN MAD 153 QTY 8"O.C. TIP TIP 36"BOX I 0 & SYGROM 36"BOX GAZ RIG 17QTY 12" o.c. 5260 oot GAZ RIG SYGROM 45QTY ~ GAZ RIG 16QTY 12" o.c. MATCHLINE SEE SHEET LP.5 GAZ RIG 42QTY 12" o.c. 48"BOX 12"O.C. 5404 -1 ~----------•, 5400 0 5316 --,-- ---- 5312 ~\ I 5308 ~ I :'.) --;---: I -c SYGROM 36"BOX ~--r::-;::;;._;::: .... -=-=-=-=-=--:~-rnr1PPTIT1'PP~~---:;;;; v --------TIP TIP ___ -:7" ____ ,___ --TIP TIP I I- cat--. u. TIP TIP 36"BOX GAZ RIG 233QTY 12" o.c. SEN MAD 162QTY 8"O.C. RIVER TIP TIP 36"BOX SYGROM 36"BOX allt 5216 36 .. Box 36"BOX ""'--.A..-"'--..J,-.....;-J'~''---::'\.-.s/'''---"'--.-A-~"--...A...-f"-../'µ~~~~ 36"BOX I RIVER AVENUE f I 5212 ---oot SYGROM 36"BOX rx-x-x-x ~---------~ GAZ RIG 13QTY 12"O.C. PRUCER 36" BOX SYGROM 48"BOX GAZ RIG 22QTY 12" o.c. 5208 >< • GAZ RIG 13QTY 12"O.C. j_J _ PRUCER 36" BOX SYGROM 36"BOX I , , , ' GAZ RIG 39QTY 12" o.c. I I •• I I Ii / / / / / / 5204 GAZ RIG 12QTY 12·O.c. I I I -I I I I I I I I I I I I GAZ RIG 33QTY 12" o.c. w ....J $ 0 ....J w ca w w CJ) w z ....J I u ~ ~ CJ) w I-0 z Is~,------+-= ----1---_ I -I ----------•-t---I 00 AVENUE PRUCER 36"BOX SYGROM 36"BOX GAZ RIG 14QTY 12·O.c. oot wt GAZ RIG 11 QTY 12" O.C. PRUCER 36"BOX • SYGROM 36"BOX GAZ RIG 16QTY 12"O.C. --< t-S--=-'r,=G-=-R-=-=OM-:-+:~~~---+ .... -...=~===---+---e--'~-,,-,,'=~~~~,=:::::::::=:::-;;ootioh"•~:~T,~IP~T~IP~-3~g~(~=---~~>~-L._-_,J:~f 36" BOX 36" BOX A\'--"'"---"~~ GAZ RIG 11 QTY 12"O.C. PRUCER 36"BOX SYGROM 36"BOX GAZ RIG 16QTY 12"O.C. GAZ RIG 11 QTY 12"O.C. SYGROM 36"BOX .............._.-=~-~ GAZ RIG -........__ 26QTY 12" o.c. RIVER TIP TIP 36"BOX AVE. GAZ RIG 15QTY 12"O.C. SEN MAD 140QTY 8"O.C. Scale: 1" = 10'-0" u-u~~~--- 0 5' 10' 20' Cl) ...J i=: w □ ...J □ ~ z <( w (/J z w w t-(!) 0 0::: z (!) 0 LL z (/J t-z z ::s ::s a.. a.. 0::: 0::: w 0 w LL z Cl) (0 -w 0.: (!) t-WO ...J Zz t-w w ...J z w -o I >--t-(/J (.) (.) 0 0 :, f-t-0::: 0::: 0::: t-w w (/J LL LL Z w wo 0::: 0::: (.) ~ N NORTH Cl) w t- t-z <( :, 0 □ z <( □ z w (!) w ...J f-z <( ...J a.. 0::: 0 LL st 0.: ...J t-w w I (/J 0 t- 0::: w LL w 0::: O') 0 "' ;o ,, "' C ~ " a.. ,. C ~ 2 1;j C f vi L. ~ 1i': i---------------------------,---------------------------~;-:;;;-:::----.-----------------------------.--.----.----.---------------------,,----.-,..,..,,,,--,-,-,-,:-::-:...,,....-,,,--=-=--.------------------------------;~u PREPARED BY: -PREPARED BY: " RECORD DRAWING C-3628 & 1-14-10 TREE MODIFICATIONS APPROVAL RECOMMENDED: 1-800-422-4133 UNDERGROUND SERVICE AlERT OF SOUlHERN CMJFffiNIA ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT l<NOWN OR IN A LOCATION DIFFERENT FROM THAT \\fflCI-I IS SHOWN ON Tl£ PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SI-IALL TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MA'T' DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. BEFORE E>CCAVATll't,IG. THE COl't,ITRACTOR SI-IALL VERIFY THE LOCATIOl't,I OF Ul't,IDE:RGROUND UTILITIES B'T' CONlRACTll't,IG Ul't,IDERGROUND SERVICE ALERT AT 1-(B00)-422-4133. [Tu]\}jjci] ~ [[)(oofu[J]) Costa Mesa Office: □D~n DD ~~1;:;~ir~i!e MB 71:.~~1~:~2~:AJ~axPhooe \V 78060 Calle Estado 760.5S0.5165 Phone Lo Quinto, Collfomlo 92253 760.564.0369 Fo>C LJIMlalplftftl 81 ; W Mt1, ?le'..:lltS e-man: cnlwingsOdvolzdeaign.corn __ • www.dvolzdeslgn.com STREET IMPROVEMENTS ., (D Q N0.2375 CIVIL WORKS 15 a. PLANTING PLAN SIGNATURE EXP. 3-31-10 DATE ~ Engineers, Inc. i [NAME] RCE XlOOO( ASSISTANT CllY ENGlt£ER PEDESTRIAN COASTAL ACCESS IMPROVEMENTS 3151 Airway Avenue, Suite S-2 Costa Mesa, CA 92626 DESIGNED: DRAWN: DAG BC CITY OF NEWPORT BEACH R-5831-S 0 (714) 966-9060 ~ ~------------------------~------------------------------~---------------------------~-~---~------------------~--~----~----~--------------------~------~l NO. DAlE DESCRIPTION OF' REVISIONS APPROIJED CHECKED: DAlE: PUBLIC WORKS DEPARTMENT SHEET LP.1 CF 37 MM 3 10 09 I I I - ~ TIP TIP 36"BOX SEN MAD 171 QTY 8"0.C. • GAZ RIG 15QTY 12"O.C. 7 PRU GER PRU GER 36"BOX 36"BOX alll 7 cat TIP TIP 36"BOX (8 GAZ RIG GAZ RIG 11 QTY 15QTY 12"O.C. 12·O.c. PRU GER 36"BOX 51 0 ---r---- --I-+- SYGROM 36"BOX Lt, RIVER AVENUE =!""-' '''!?' " . // '-. I / ;·· ~,-...L--",, I ,i;-------J/-- TIP TIP 36"BOX 1/ I II , I I I I _/ I/ I >< 5020 SYGROM -cah 36"BOX TIPTIP 36"BOX 5016 rx SEN MAD 135QTY 8" o.c. SYGRO 36"BOX PRU GER 36"BOX 5012 I I I I I I L, • -ca ~---• I I .-----, I GAZRIG I 12QTY 12·O.c. I I I __.......t-__ __,I rn I I-.,. ' w rf~~,_J)t::::::==:d.__J'd!}j~~-~~~~,·L·-~~• ,-+----------t __ ___,----, I I I I- LL w ...J $ 0 ...J w Ill w w en w z ...J I 0 ~ ~ SYGROM SYGROM SYGROM SYGROM SYGROM I Cf) -SYGROM 36"BOX SYGROM 48"BOX I ,I-----'• ~ 36"BOX 48"BOX 36"BOX 48"BOX 36"BOX I GAZ RIG I T- GAZ RIG 43QTY MATCHLINE 12·O.c. SEE SHEET LP.5 I 5012 I .----~ ' X I ---1 I 0 1 ----""'1118---tr-- X GAZ RIG 15QTY 12"O.C. 5004 5008 lP l -_-------,----11----------.....::.--.L..-r -+'--r-----+--.--,=--=,---, -----cat·----cat·----TIP TIP I I @ I 36"BOX GAZ RIG 35QTY 12·O.c. j: I \._.'----""--"~'--"' Lt, ~ I ~ I Ill I PRUCER GAZ RIG 10QTY 12·O.c. PRU GER 36"BOX ~ I 36"BOX l ~ I ------7""!r----.:-+-+-----------"7--.... GAZ RIG 16QTY 12" O.C. TIP TIP 36"BOX w 1----+-"'77\r~R't-;;;-------.--:l';o--m71":'""':--l:'<----r---------,---fiiiiiifi-. ~ I -~~~ I I _1,~1~1~::=~t-=---~r--~~--~~~-~ 0 ==--~ J -----1----'\- ~ I ~ I -~~ I I SEN MAD 198QTY 8"O.C. GAZ RIG 27QTY 12"O.C. 5000 ---,--- 1 I (8 . I I I-I 1 w I I I SYGROM I 36"BOX SYGROM 36"BOX c:,,~ I i!: a:: r----\-----L....:..:12:...· o::;.;,.cr=-:,·~='11 I o I-1 --i -L -~~_I I GAZ RIG 26QTY 12"O.C. GAZ RIG 45QTY 12·O.c. GAZ RIG 12QTY 12"O.C. MATCHLINE SEE SHEET LP.5 /- TIP TIP 36"BOX GAZ RIG 45QTY 12"O.C. GAZ RIG GAZ RIG 30QTY 12QTY 12"O.C. 12·O.c. 4916 -/-!--( TIP TIP 36"BOX I 188QTY ' ~ 12" o.c. 4912 SYGROM 36"BOX l() SEN MAD 149QTY 8"O.C. RIVER AVENUE SYGROM 36"BOX PRU GER 36"BOX GAZ RIG 14QTY 12" o.c. ~,~, ,i ,. ; ~!-',~, --T / / /// I I I I/ / I/ ' . ,:.. ·,, GAZ RIG 10QTY 12"O.C. l GAZ RIG 25QTY 12"O.C. GAZ RIG 50QTY 12" O.C. 4908 I I -- I I I -cat, I SYGROM -i 36"BOX SYGROM 36"BOX -·--- I I I I I I I -----1 GAZ RIG 46QTY 12" o.c. I I ("I) a.. ...J I-w w I en w w en w z ...J I 0 I-<( ~ GAZ RIG 14QTY 12"O.C. NOTES GAZ RIG 14QTY 12" o.c. GAZ RIG 32QTY 12"O.C. 1. REFER TO SHEET LP.6 FOR PLANTING NOTES AND DETAILS. 2. REFER TO CIVIL ENEGINEER PLANS FOR GENERAL CONSTRUCTION NOTES. 3. REFER TO SHEET LP.4 FOR PLANT LEGEND AND QUANTITIES. Scale: 1· -10'-0" u"u'u-~--- 0 5' 10' 20' NORTH a JO '° ~ "' ;o ,, "' C ~ " a. ,_ C ~ 2 1;j C f vi L. ~ 1i': i--------------------------r-------------------------:;::-c=c _=c _cec_,-.__ __ --.--------------------------.--.------.------.-------------------.------.-----==----.-----------------------------;~u PREPARED BY: _,.,, PREPARED BY: " RECORD DRAWING C-3628 & 1-14-10 TREE MODIFICATIONS APPROVAL RECOMMENDED: 1-800-422·4133 UNDERGROUND SERVICE AlERT OF SOUlHERN CMJFffiNIA ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT l<NOWN OR IN A LOCATION DIFFERENT FROM THAT \\fflCI-I IS SHOWN ON Tl£ PLANS OR IN Tl-IE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MA'T' DAMA.GE SUCH FACILITIES OR INTERF'ERE WITH THEIR SERVICE. BEFORE E>CCAVATll't,IG. THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BV CONTRACTING UNDERGROUND SERVICE ALERT AT 1-(B00)-422-4133. [Tu]\}jjci] ~ [[)(oofu[J]) Costa Mesa Office: □D~n DD ~~1;:;~ir~i!e MB 71:.~~1~:~2~:AJ~axPhooe \V 78060 Colle Estodo 760.5S0.5165 Phone Lo Quinto, Collfomla 92253 760.564.0369 Fox LJIMlalplftftl 81 ; W Mt1, ?le'..:lltS e-mon: cnlwingsOdvolzdeaign.corn __ • www.dvolzdeslgn.com STREET IMPROVEMENTS ., (D Q N0,2375 CIVIL WORKS 15 a. PLANTING PLAN SIGNATURE EXP. 3-31-10 DATE ~ Engineers, Inc. i [NAME] RCE XlOOO( ASSISTANT CllY ENGlt£ER PEDESTRIAN COASTAL ACCESS IMPROVEMENTS 3151 Airway Avenue, Suite S-2 Costa Mesa, CA 92626 DESIGNED: DRAWN: DAG BC CITY OF NEWPORT BEACH R-5831-S 0 (714) 966-9060 ~ ~--------------------------------------------------~------------------------~-~---~----------------~--~----~-~-~------------------~-----~l NO. DAlE DESCRIPTION OF" REVISIONS APPROIJED CHECKED: DAlE: PUBLIC WORKS DEPARTMENT SHEET LP.2 CF 37 MM 3 10 09 -~ ~ TIPTIP 36"BOX I X SYGROM 48"BOX 4904 TIP TIP 36" BOX SYGROM 48"BOX 4900 -cah SYGROM -36"BOX ~~ GROM 36"BOX ) &). r , ,,_______,_____ J 832 4828 IA• 0 4824 1R9 1-------l -----, 4816 I I I - --. I ,1-----1R1111•-----.-------'111111"9-------,--1 1--_-_;~~-w-t;===~~::~;:~~~-t-___l;======~~cat~~~~~~~~:;wrt.====~1~;::==::::!~w~t~,-j:;ct,~0 ~~~~~~~~~c 1~±-:-7 4 ~~===--;w~;z===cat---T-•==~w;l;.==:..-==cat•.---I _, ~-~ I t ~ I TIP TIP 36"BOX SEN MAD 45QTY 8" o.c. ----GAZ RIG 25 QTY -- 12., O.G. SYGROM 36'BOX SYGROM 36"BOX B• I _, GAZ RIG I _ 14QTY RIVER A ~NUE •• 12" O.G. GAZ RIG GAZ RIG GAZ RIG PRU GER 8 QTY 8 QTY 18 QTY 36" BOX 12" O.G. 12" O.G. 12" O.G. I PRU GER PRU GER I GAZ RIG 1--------------~c\h----t._.------------'c,,,..---......t-36" BOX l--'-c---........-1-./c--------l 36' BOX 32 QTY 12" O.G. ---w l I I- LL w ...J ~ ...J w Ill w w en w z ...J I 0 ~ ·:• _.,.. :·:: I (~~~~-====-~~~. 7 1-w I ~~~--· ~ ~ SYGROM 36"BOX I I I I SYGROM 36"BOX L GAZ RIG 20QTY 12" O.G. GAZ RIG 35QTY 12" O.G. GAZ RIG 10QTY 12'O.G. PRU GER 36"BOX SYGROM 36"BOX GAZ RIG 8QTY 12"O.G. ·T GAZ RIG 25QTY 12"O.G. SYGROM 48"BOX GAZ RIG 25QTY 12"O.G. I f-1 GAZRIG / 0) 55QTY L ~ _,_ -1f,'O.G. MATCH LINE SEE SHEET LP.5 GAZ RIG 86QTY 12"O.G. GAZ RIG 15QTY 12" O.G. SYGROM 36"BOX GAZ RIG 20QTY 12" O.G. SYGROM 36"BOX SYGROM 36'BOX SYGROM 36"BOX ~ ; SYGROM 36"BOX SYGROM 36"BOX SYGROM 36" BOX /11 *~ GAZ RIG 35QTY 12"O.G. SYGROM 48"BOX GAZ RIG 10QTY 12"O.G. ~ GAZ RIG 45QTY 12"O.G. SYGROM 36"BOX GAZ RIG 30QTY 12" O.G. /' \ ' +1'-"'<~-----1!---' cl NOTES SYGROM 36"BOX GAZ RIG 25QTY 12"O.G. GAZ RIG 35QTY 12'O.G. I I 1. REFER TO SHEET LP.6 FOR PLANTING NOTES AND DETAILS. 2. REFER TO CIVIL ENEGINEER PLANS FOR GENERAL CONSTRUCTION NOTES. 3. REFER TO SHEET LP.4 FOR PLANT LEGEND AND QUANTITIES. Scale: 1'" 10'-0" "' ;o ,, "' C ~ " a. ,. C ~ 2 1;j C f NORTH vi w~.....ii---- 0 5' 10' 20' L. ~ RECORD DRAWING C-3628 ~ t-------------------------r-----------------------,,.,-:;::-==-==-:::::~,----.------------------------.--,,--.------.----------------.------.,-,,.,.,,-,.,.,.,,.--:-:,,--,-,-,-,,:--=-=-----.---------------------------i:€ PREPARED BY: PREPARED BY: &, 1-14-10 TREE MODIFICATIONS APPROVAL RECOMMENDED: STREET IMPROVEMENTS ] 1-800-422-4133 UNDERGROUND SERVICE AlERT OF SOUlHERN CMJFffiNIA ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT l<NOWN OR IN A LOCATION DIFFERENT FROM THAT \\fflCI-I IS SHOWN ON Tl£ PLANS OR IN Tl-IE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MA'T' DAMA.GE SUCH FACILITIES OR INTERF'ERE WITH THEIR SERVICE. BEFORE E>CCAVATll't,IG. THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BV CONTRACTING UNDERGROUND SERVICE ALERT AT 1-(B00)-422-4133. [Tu]\}jjci] ~ [[)(oofu[J]) ~ Co,to ... , Offi,~ Q NO.2375 CIVIL WORKS t'. □D~n □D ~~l:i:~~!f~l!e MB ,1:.:~1~i;21t1~,,"''"' SIGNATURE t::n,ninee-~s, 'nc. [N•"E] RCE XlOOO( PLANTING PLAN t \V 78060 Calle Estado 760.5S0.5165 Phone L J ~ /, / 1 / ~ ,,.. z Lo auinto, Colltomi, 92253 760-564-0369 Fox EXP 3•31•10 ASSISTANT CllY ENGINEER PEDESTRIAN COASTAL ACCESS IMPROVEMENTS Ul"'="..tbl&I 1 WNttl?le'..:lltS e-man: cnlwingsOdvolzdeaign.corn DATE ~ 3151 Ainvay Avenue, Suite S-2 l--------ae-------l------------------l-----r-===----r.c=:-:------t----------------------r---------:-----j 0 _www.dvolzdeslgn.com ftf!'J:~~':;0~92626 DESIGNED: DAG DRAWN: BC CITY Of NEWPORT BEACH R-5831-S ~ APPROVED CHECKED: MM DAlE: 3 10 09 PUBLIC WORKS DEPARTMENT I--SH_EET_L_P-.3-0F_3_7-----ll NO. DAlE DESCRIPTION OF' REVISIONS ~ I / I • , , I ', I ~ ~ TREES and PALMS SYMBOL ABB BOTANICAL NAME 0 PRUNUS CERASIFERA PRUCER 'NEWPORT' - I I k I t- SEN MAD 58QTY 8"O.C. I C')o.. I GAZRIG 9QTY j: I ,__12-• 0-.C-.----< u.l u.l I GAZRIG ~ I 11 QTY VI 12" O,C, lli Cf) I u.l z -I _I,....._ __ --, :I:. PRUCER (.) 36"BOX ~......._--~ ~ t----- 1 p I I - COMMON NAME PURPLE-LEAF PLUM - , -SYAGRUS ROMANZOFFIANUM QUEEN PALM--• SYG ROM SINGLE TRUNK ... TIPUANA TIPU TIPU TREE 0 TIPTIP - PRUCER 36"BOX SYGROM 36"BOX SEN MAD 30QTY 8" O.C. PRUCER 36"BOX SYGROM 36"BOX SEN MAD 35QTY GAZ RIG 11 QTY GAZ RIG 8" O.C. 11 QTY RI 12"0.C. 12" O.C. AVENUE GAZ RIG 16QTY 12" O.C. SYGROM 36"BOX SYGROM ~ 36"BOX - QUANTITY 29 89 22 23 " SIZE 36"BOX 36" BOX 48" BOX 36"BOX PRUCER 36"BOX GAZ RIG 27QTY 12"O.C. DESCRIPTION and - STANDARD NURSERY SIZE STANDARD 12'-14' HIGH 6'-7'WIDE 12'-14' HIGH 16'-18' HIGH STANDARD 12'-14' HIGH 6'-7'WIDE SYGROM GAZ RIG 13QTY 12" o.c. - REMARKS DOUBLE STAKE NO STAKING NEEDED DOUBLE STAKE GAZ RIG 10QTY 12"O.C. I I • ~ l -~ A -4' ,.!, .A.. -~ PERRE Ni'AtS and C3R1X:SSl::S .... . ---- ------~ .A.. - SYMBOL ABB BOTANICAL NAME COMMON NAME QUANTITY SIZE REMARKS C/1 AEONIUM ARBOREUM REDAEONIUM '<,./ AEOARB 'ZWARTKOP' 338 5GAL 6/(: ALOE STRIATA CORAL ALOE \,:___.)' ALOSTR 350 5GAL (~<)I CHONDROPETALUM TECTORUM CHONDROPETALUM 1--""-. ... / I CHOTEC 79 5GAL \,. _ __}_,_..,/ © SESLERIA AUTUMNALIS AUTUMN MOOR GRASS SESAUT 1,808 1 GAL GROUNDCOVER SYMBOL ABB BOTANICAL NAME COMMON NAME QUANTITY SIZE REMARKS // ///; GAZANIA RIGENS TRAILING GAZANIA PLANT 12' O.C. 1 //j'il ; GAZRIG 'SUNG LOW' 2,711 LINER ';l,1,//. _1 ,, ; / I X ' SENECIO MANDRALISCAE BLUE CHALK STICKS PLANT 8" O.C. X X X X ~ SEN MAD 1,470 4" POT X X X X X X XX X X X PRUCER 36"BOX SYGROM 48"BOX SEN MAD _:; 20 QTY 8"O.C. PRUCER 36"BOX GAZ RIG 11 QTY 12" o.c. SYGROM 36"BOX GAZ RIG 11 QTY 12" o.c. ~-----'-r~r ---;:::::::::...:::::::::::~:..:........, GAZ RIG GAZ RIG 11 QTY =:}_ 11 QTY GAZ RIG 11 QTY 12"O.C. GAZ RIG 8QTY 12" O.C. 12" O.C. \ PRUCER 36"BOX SYGROM 36"BOX GAZ RIG 40QTY 12"O.C. GAZ RIG 10QTY 12" O.C. NURSERY AVAILABILITY 12"O.C. CONTRACTOR TO CONTACT THE FOLLOWING NURSERIES FOR PLANT AVAILABILITY AND CONTRACT GROWING PARADISE GROWERS (951) 789-0386 FAX: (951) 789-1093 DESIGN II (DAYLILY HILL) (760) 728-2641 FAX: (760) 451-0265 SAN MARCOS GROWERS (805) 683-1561 FAX: (805) 964-1329 NOTES 1. REFER TO SHEET LP.6 FOR PLANTING NOTES AND DETAILS. 2. REFER TO CIVIL ENGINEER PLANS FOR GENERAL CONSTRUCTION NOTES. 3. ALL PLANTS TO BE SHIPPED TO SITE WITH IDENTIFICATION TAGS. 4. QUANTITIES SHOWN IN LEGEND FOR ALL SHEETS. ROM SYGROM 48"BOX SYGROM 36"BOX GAZ RIG 8QTY 12"O.C. GAZ RIG 8QTY 12"O.C. \ PRUCER 36'BOX SYGROM 48"BOX GAZ RIG 8QTY 12·O.c. GAZ RIG 24QTY I I U0 SYGROM I 36"BOX GAZ RIG 8QTY 12" o.c. 12"0.C~. ~=====~~~~~ r I I I Scale: 1' = 10'-0" uVu!IIIIIIIII---- 0 5' 10' 20' I I I I I I I I I I I I I I I I I 0 I "' I --I I I I 6D NORTH I-0 w --, 0 0::: a.. LL 0 Cl z w 0 "' ;o ,, "' C ~ " a. ,. C ~ 2 1;j C f vi I.. ~ 1i': i---------------------------,---------------------------~;-:;;;-:::---.-----------------------------.--.---.----.---------------------,,-----.,-:--::-,,....,.,.-,---:--::-,...,,......,,,--=-=--.------------------------------;~u PREPARED BY: -PREPARED BY: " RECORD DRAWING C-3628 & 1-14-10 TREE MODIFICATIONS APPROVAL RECOMMENDED: 1-800-422-4133 UNDERGROUND SERVICE AlERT OF SOUlHERN CMJFffiNIA ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT l<NOWN OR IN A LQC.-,TION DIFFERENT FROM THAT \\fflCI-I IS SHOWN ON Tl£ PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SI-IM.L TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT M.-,'T' DI.MA.GE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. BEFORE E>CCAVATING. THE CONTRACTOR SI-IALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BV CONTRACTING UNDERGROUND SERVICE ALERT AT 1-(B00)-422-4133. [Tu]\}jjci] ~ [[)(oofu[J]) Costa Mesa Office: □D~n DD ~~1;:;~ir~i!e MB 71:.~~1~:~2~:AJ~axPhooe \V 78060 Calle Estado 760.5S0.5165 Phone Lo Quinta, Collfomla 92253 760.564.0369 Fa>C LJIMlalplftftl 81 ; W Mt1, ?le'..:lltS e-man: cnlwingsOdvolzdeaign.corn __ • www.dvolzdeslgn.cam STREET IMPROVEMENTS ., (D Q N0,2375 CIVIL WORKS 15 a. PLANTING PLAN SIGNATURE EXP. 3-31-10 DATE ~ Engineers, Inc. i [NAME] RCE XlOOO( ASSISTANT CllY ENGlt£ER PEDESTRIAN COASTAL ACCESS IMPROVEMENTS 3151 Airway Avenue, Suite S-2 Costa Mesa, CA 92626 DESIGNED: DRAWN: DAG BC CITY OF NEWPORT BEACH R-5831-S 0 (714) 966-9060 ~ ~------------------------~------------------------------~---------------------------~-~---~------------------~--~----~----~--------------------~------~l NO. DAlE DESCRIPTION OF' REVISIONS APPROIJED CHECKED: DAlE: PUBLIC WORKS DEPARTMENT SHEET LP.4 CF 37 MM 3 10 09 - - A I I SPECIFICATIONS TREE GRATES, TRENCH GRATES, DRAIN COVERS, MANHOlE COVERS, & BUILDING BUTTONS CUSTOM LIGHT PORT ORDERING l~JFO Mmerinls' [""'" -Ii-i;,m imcs I OCPTII ' Cist Iron p~r ASTM At~ cl~ss 3S b er tmcr. $taudord finish ;, r;sw ~a~t grily u,;m. i A { ' ll ;·t c7 _p·1~ M8li!ri819 Option'!.! "''' l (···· 'I -3-' ,--,, t.:cst Al111ri,un pe, AS IM ~~6. t.:a!-1 lloctil~ Iron trorvaltcu',r tra/f,c). ill'LI,_ 11El.L er Ca•;t llrcnrn r,or ASIM ll271. t-•-1 Fini~, Optio11~: Iron!:< lluctile ~en-r'owd&rcoot l'.iint (wl',iCOal). -. ' -,,_. ~ P·lm~r.r.,n l-,--J-AIJminum II. llrarne· p-,,,.de..:oa:, Patine, Brush, mLL MLL & I lgn Po1sn. ..--r--, ' . Ligh1hol"", Elt!ctrw:-a1 A,:ces.~ Holes, f......_.,in J~t Hol-· IN~CATE LOCATIOWT\"PE 0~ LIGHT PORT{SI ( ( ; : h.il p~tt:,ms availaOle w,tn hOlcs to -"C:omooatc tixturcs, ~er customer ~pecdicaucr.s. NOTE DISIAl'lCf rnm,1 OUISlll£ EOCfiS) "J./ Al:o awilabla: cast ma!al s1d lexa11 rovers. IU l ~Nl~R U1 Ll(;l-',I Pll<I • .ff A UGI IT PORT STR.IIDL[S WJO S[CTIOW, Si,n: Tij(R[ \'J LL BC TWO 1):1.TfERN CH.oliRG;s ~ D1Ttens,on,. ,.MOO ar~ com n~. O\Je to variations m m~ta. 3" & f rnff tiRATES ~ TWO SEL i :UNS ,JrO·i<.,u" a,,(11,r,1,.,,',;i'f va,y ~I ~h~y f,n,,, ,:a~1i,,u tu r.i~1i11u 5" TsT( GP.AHS -4 STCTIONS anl1may .itt,r.1 nw,r-,;11 n-qt, nttranch """' 6" TREE CRATES, \'.:llllES PER 1¥\TTERN Cosro".gs l)'P cally ml!35LI" 7 'll" 11nd~r 1h&slz& ca'IM<u F.-amas are t,-p« . .alt 518"' c,•i,.-sizad. For cHt:I dime,,,..,,., call Urban "cccs:.orics m eetly I /) FRAME DETAILS A ,,,, /~t-~ ,:,,i-: PtRI/J:cl t~ HAAR ~<-." 1·', .;;,,/.,· I (11 J..-, ?S',t)\:--l• ,, -..t I F#JPJ:[lAR ~:: ~C)"I- v / .,_'lo <', j, ..... -" ;:;: \ GRAlE ' ,-GR/IL 11 ''\.' ... .,,\'/!:,a'-'· , / ,, P[P.lt~ElER Ff< ,/',. \ i:== ,, ,-~ERl\iHtR rnAMl 1111', ,~ "" ,' FRAMf ~ .~f:ONCRi:TE I+:.-CONCRETE r f~j_~(HR SL.o\6 (l!JP :;t.JPFIJR I Hl f.Rf,lF ' SLAB AT HEIGHI Of H1·,,,'-. , ,'IIFW ~P.,,4' ,: .. ,r / S'.lRROl!tJDl:-lG 7 I'. "nr 114•, :·. 2· CCNCRFTF I 1,111.1• SUl!l-AC:) I <, •• / CONCRCTC T~E'/'11 Cl/16'0 f-lCH IAtl V.:{~110"0 HOLE • 1\11t ----=-1--. ~• ;-:• SLAB FOR 1:t CUN~RET[ FO~ 112"'0 COtiCRElI: , Nil.H:J~ ;,~ 1-'t!-: 1,1fi-: ANCHOR AS f'Efl MFf!. 11\11\i-----1:i ::-3 J l~SIRUCIIONS INSTRUCTIOtJS !r REBAA iO\" 'IIS-1\11 rR'. (OV INSTALLER) CONCRETE :_: 1,1•,•1 ·, /,\\,\ -"S" STANDARD ''11.'"W:.HWHI INV[RT[D 'R" -.\.,..1 ... ·, FORM EOARDS IISFO WITH NCW USED WITll CXISTING LISEO WITH EXISTING SlJ.l~urm SL/IHS %RROUND SL'.BS SURROUND SLot,BS . , I I I \ r rm MITER rRAME fi «!a\. 4 ) .,,, 14 ~,...+lt"· TYP CCNC. J ~ ,/ t'c l{:._b,'1K _Y '\i\l, / ' FORMST,HE ~s '<•;,, ,.,.-'-"8 v' ~ , ' ,, <.;:;: "' / /+t~" <c ?g 1-CR!I.TE TREE GRATE FRAME INSTALLATION "'~ o , I ,, -.. N& /GRATE ,.._,,, I SMM.WID ·s·· flWolll: USEIJ :,S GONC~fl[ FORM 1 , PEmWETERFR STAKES OR 5rP.EADERS REOUIREDTO K~EP fRA.,\4E L 1' 6'fl1Ur.D ~ / ,-Prn1M5.-rrn._,_"_'" ~ -owrn TP.GM DCTO.'l.MING OURillG COtlCHH PL'-C[McrJT ~CNT. STAND-OH = ~-P.~:~l~.~ --l,10W,R CR,',H / r PERIMETER FRAME ~/l lj' _ 's'Cll<•~Rrff -~ U,~L~f If IH~ ., ... • J!ViLJ.G ~ ,pr,w_, C.Ub~Ll'Jj Ol'IT/ 0.2~-20 U!JC S.S. ____ -tlKJfffAR I GRAH 8UIE)li•HEAO SCl!EW ,'.IW l!4",<xl ' fl! Hf' 1/4"x2"x2' --'-l! I _ NF\/, l.~tl Wi 9!16'11 HCLf rrn1r.,HE~ FR ... ME , ·•~ , ' (C(,C~ETE L. TA~ W19.• lf,'0 IIOLI FOR 1.'2' COl"JCRITE v. :ij SIJB•S.A~ F@ 1f2' CO'lCRITT MJCHOR A.S PER t,1FR, <c IIIJ•~1U le"; PFR t.lrR ltJSTRUCTIONSjB1' ~~ 1:~~lJgrJ.l~tfil ltJ':iTAUC~ X.CUT """' "PIA" ··p·· PAVER "A'" ADJUSTABLE PAVER/ADJUSTABL E IJSWWllHPA'FRS, usm WITH PAVFRS USED WIIB PAVE~S. GRATE BOLT-OOWN DETAIL SMJD S[TTIIJ6 [3[0 GROUT SHH'lG OED CQITTINUOI.IS 51-:1~1 I 241-~~A-..J,-,...:;.;:::ss::.Ji;!Es•I p ·1Jrb:no,:,:,:55odcs.:.:,r-l I - - I I i: I -t I ~ \ I - -LJ -- - -■Ht 01 ~. ~. a.. LL I g. ml I I 7 o, O 0 O 0 0 0 D o 0 o0 o 0 0 O ~,-...~, -V . . . ~r SYG ROM SYG ROM c=:i 36" BOX 36" BOX G t TREE WELL TREE WELL "\ :-\ "\ I 11 r1 l ) /,' 77 . \ A. \ ~ ' -~ • I'-\. \. } ,) 'i ) ) 5) 7::/A._/~....__,.'-../, -V ~I:::/' TREE GRATE I WELL NOT TO SCALE I L D 7 I ' . ------ - - - - --- --" ::,_ allt atlt • ,) ~~~,,.--._,,.--..,,.--..~ SYGROM SYGROM SYGROM ' ( ') 36"BOX 36"BOX 36"BOX ' ~ TREE WELL TREE WELL TREE WELL I /l I "\ l\ "\ ) ~ r1 r\ /) ' --/ ,, // J ) . /a "o" f'"'-" ( ~ • I ~ ~( ,I . 000 ...__ ' o o<i< 00 00'.c ~ O o0 I'-\. ~-✓~\ -----'-./'-..,/, )-._/\ ~l~t =r' V V I I I ' 1 0 I X A V V ~ SYGROM '), \JO 36"BOX -ST. TREE WELL ' /) J - I'-\. \ [/ -x-:;.o I I -I ' -- -V - 50TH ST. ~ ~ , -"'I I ~ ' I --lJ I r, X LJ - I - - ---'tc7 - - ~F',,.--..~~r -• SYGROM SYGROM 36"BOX 36"BOX TREE WELL TREE WELL :\ r\. r1 r1 .L,, / ,, - .~ \_ ~~ -\ L" ,, T '\ I ' I SYGROM 36"BOX TREE WELL r1 . _ _/ ,, I SYGROM 36"BOX TREE WELL r1 ~ ' \ ~ r--, ( ~ ' ( ', ~ j /) 1 ) 1 ~'-.,/'-.__/'-..,/'s_-/ ~ I f.L Ja1' , ' ' -v ooo_u_00 Lf':1 000000,_, 000000 000000 I ' ------- . . r V V V V I I SYG ROM o·r1- 36"BOX ~ I TREEWE~l l RI :ET "\. I r1 ' I I ,/ ,, -I 000 '-----. \_ ) 0 0 0 0 O_l +' I ) 000000 000000< 1· 000000 ?J A-oo o o_o_o_c ·coo o H -J \. ·c ~ N a.. ...J 1-w w I Cl) w w Cl) w z ...J I CJ ~ ' - ~ J) 1 u ' ~ 00 00000 I 0~00000 ooooc°oo0oc°• I ,o_ o o .... o"'OJ ...J 0000 I 00000 ' 00000 .J oooooooooodll CJ ) ■ ~ I ~ I f·'1 Y ~'-../.....___,,'-.,_ v1--J~u ~ - t -. ~ V I" r= a ' ' I I ,. NOTES 1. REFER TO SHEET LP.6 FOR PLANTING NOTES AND DETAILS. 2. REFER TO CIVIL ENEGINEER PLANS FOR GENERAL CONSTRUCTION NOTES. l ~-'.-+-----( !J 'L !J !J 7 _,__ ,_._ ____ _ ----'<-'-,-J \ ~\ SYGROM 36"BOX !J 'l --~-G-RO--,M 49TI ~ 3. REFER TO SHEET LP.4 FOR PLANT LEGEND AND QUANTITIES. 1-800-422-4133 (___ ~S_Y_G-RO-M~ \ 36"BOX ~ TREEWELL SYGROM 36"BOX TREE WELL SYGROM 36"BOX TREE WELL ' ~-._/-._/'-.__/'-"'~~ X \,-1 ----.'-1~-----~) ----~\ ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT KNOWN OR IN A LOC.6.TION DIFFERENT FROM THAT WHICI-I IS SHO'M'I ON lHE PL.ANS OR IN THE SPECIAL PRO',/ISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE: SUCH F"AaLJTIES OR INTE:RF"ERE: YUH TMEJR SERVICE:. PREPARED BY: l:Tuoooil 'iJIDD~ ~rn Costa Mesa Office; Coachella Valley Office: 7B060 Colle Estodo 760.580.5165 Phone 49TH ST. ------ I PREPARED BY: SYGROM 36'BOX TREE WELL TREE WELL \.... ~~"-./.....___,,'-../'-./"-./ - ------ ----- 36"BO'V '\ ,,,.--.- ,,. ~c._-.\--.lHn.~ =_ET TREE WELL :>-"-1 ~-.._._~ w z C ' J l J ~~~ ,-~~--I~ -CJ 00000... J l-c°c°o0o0c°o~ _ <( 000000 ~ 1-14-10 TREE MODIFICATIONS Scale: 1" = 10'-0" ~-- 0 5· 10' w NORTH RECORD DRAWING APPROVAL RECOMMENDED: STREET IMPROVEMENTS PLANTING PLAN [NAME] RCE XXXXX C-3628 BEFORE EXC,WATING, THE CONTRACTOR SHALL \IERIFY THE LOCATION OF UNDERGROUND UTILITIES ElY CONlRACTING UNDERGROUND SERVICE ALERT AT 1-(aoo)-422-1-133. DD~~ DD ~t~dt.i~~~. 0~lve92~Jr ~a 714~!;~{.ji.l0ia:hone Lo Quinto, California 92253 760.564.0369 Fox SIGNATURE EXP. 3-31-10 CIVIL WORKS Engineers, Inc. 3151 Airway AvenWf,. Suite S-2 Costa Mesa, C4 92026 ASSISTANT CITY ENGINEER PEDESTRIAN COASTAL ACCESS IMPROVEMENTS UNl:EROROUND SERVICE ALERT OF SOUTHERN C.OJJFORN~ L-r♦e,i1h'elt1 t aMPRrlll'IANlas e-moil: drawlngsO:lvolzdesign.com -www.dvolzdesJgn.com ~ DATE cJI: (714) 966-9060 DESIGNED: DRAWN: CITY OF NEWPORT BEACH R-5831-S DAG BC NO. DA1E DEsallPTION OF REVISIONS APPROVED CHECKm: DAlE: PUBLIC WORKS DEPARTMENT SHEET LP.5 OF 37 MM 3 0 09 D LEGEND 0 0 BOX lREES: PLANT PIT SHALL BE SQUARE AND DIMENSIONED AS INDICATED IN CHART. CONTAINER PLANTS: PLANT PIT SHALL BE ROUND AND ,. l A f DIMENSIONED AS INDICATED IN CHART. ................ 0 ROOTBALL CONTAINER SIZE 1 GALLON 5 GALLON 15 GALLON 24" BOX 30" BOX 36" BOX 48" BOX A WIDTH 12· 26" 36" 48" 60" 72" 96" B DEPTH 12· 22" 24" 28" 33" 44" 60" GRO-POWER FERTILIZER TABLETS AS FOLLOWS: SIZE IN HOLE IN BACKFILL MIX 1 GAL 1 TBS. 2 TBS. 5 GAL 2 TBS. 3 TBS. 15 GAL 4 TBS. 5 TBS. 24" BOX 1/2 CUP 1/2 CUP 36' BOX 1 CUP 1 CUP 48' BOX 1 CUP 1 CUP 60' BOX+ -1 CUP 1 CUP NOTE: . .............. . ··············---~ 1 ................ ................ ................ •••••••••••••••• PLAN VIEW (DIAMETER) ........... • • • • • ■• PLAN VIEW REFER TO SPECIFICATION FOR TABLET COMPOSITION. PLANT PIT DIMENSIONS AND FERTILIZER SCHEDULE PLANTING NOTES 1. All local, municipal, county and state laws, rules, and regulations governing or relating to any portion of this work are hereby incorporated into and made part of the project plans and specifications; and their provisions shall be carried out by the Contractor. Additionally, all work shall be done in accordance with the applicable sections of the latest edition of the APWA, Standard Specifications for Public Works Construction, ("Green Book''), and the project specifications. Whenever special requirements conflict on any subject matter, the CITY APPROVED REPRESENTATIVE, or his/her designated representative, will determine which special requirements and/or codes shall govern. 2. The Contractor shall notify underground Service Alert of Southern California (Dig Alert) at least two (2) working days before digging, excavating, or construction. Phone 1-ll00-422-4333 or 811 . 3. The Contractor shall not proceed with construction as shown on the plans when it is obvious in the field that unknown obstructions, grade differences, or discrepancies in area configuration or sizes, or in dimensions exist that might not have been considered in engineering. Such obstructions, or differences, should be brought to the attention of the Engineer, or his designated representative. In the event this notification is not performed, the Contractor shall assume full responsibility for any revisions necessary and shall perform such revisions at his own expense. 4. Finish grade all planting areas to achieve a minimum 2% drainage and smooth and even condition, making sure that no water pockets or irregularities remain. Remove and dispose of all surface stones, roots, weeds, debris, foreign materials, clods, and rocks over (1) inch in diameter so that after conditioning and planting the grade is two inches (2") below adjacent hardscape except along curb cut areas. Contractor is to ensure smooth transition from existing to new grade. 5. All inspections herein specified shall be made by the CITY APPROVED REPRESENTATIVE, or his/her designated representative. The Contractor shall request inspection at least 48 hours in advance of the time the inspection is required. 6. All existing landscaped areas damaged during construction must be restored to their original condition at the Contracto~s expense. Restoration of existing landscape areas shall be done to the satisfaction of the Engineer. 7. All plant material shall be subject to the inspection and approval of the CITY APPROVED REPRESENTATIVE, or his/her designated representative, before planting. All plant material delivered on-site will be inspected for size and condition of root growth, insects, injuries, and defects. Plants not approved are to be removed from the site immediately and replaced with suitable plants. The CITY APPROVED REPRESENTATIVE reserves the right to reject entire lots of plants represented by defective samples. All plant material shall have nursery tags when delivered to the site. 8. Tree staking is as indicated per Planting Details. 9. Final location of all plant material is subject to the approval of the CITY APPROVED REPRESENTATIVE prior to planitng. 10. The Contractor is responsible for count verification and is to supply the quantities delineated GRAPHICALLY on plans. 11. Plant establishment and Maintenance shall begin immediately after inspection and acceptance of the work by the CITY APPROVED REPRESENTATIVE, or his designated representative. Plant establishment shall continue for sixty (60) days. (Maintenance shall continue for a period of ninety (90) days. Plant establishment and Maintenance shall be performed per the project specifications. 12. Supplemental hand watering may be required during the 150-day maintenance period to establish plant material. + + + + + + + + + + + + + + + + + ► + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ,cJJe..1ie.Jic..1ic.:1ic..1i....1ie.:1ic..1ic..1i...Jie..1ie.Jic..1icJ....li m(D~• EDGE OF SIDEWALK, CURB, PAVING OR WALL. • D A D • • , __ \ D • • • • LEGEND G PLANT MATERIAL 0 NOT USED G) FINISH GRADE 0 PREPARED BACKFILL (SEE SPECIFICATIONS FOR TYPE AND DEPTH) NOTE: LOCATE PLANTS SPACED EQUAL DISTANCE {D) FROM EACH OTHER AS SHOWN. REFER TO THE PLANT LEGEND FOR DISTANCE (D). ~ TYPICAL C TRIANGULAR SPACING PLANTING DETAIL (GAZANIA AND SENECIO ONLY) NOT TO SCALE 13. Purchase and install linear root barrier for all trees excluding palms. Root barrier shall be 36" deep and installed adjacent to the paving. Root barrier available from Century Products, Anaheim, Ca. (714) 632-7083. 14. New trees shall be planted at least 24" from fence posts, curbs, fences, and rails unless directed other wise by the CITY APPROVED REPRESENTATIVE. 15. Place wood chip mulch in all planted areas at a minimum depth of 3". Do not install mulch within 6" dia. of any plant material. Contractor to provide sample and seek approval from CITY APPROVED REPRESENTATIVE prior to installation. Refer to specifications. Do not install mulch in areas planted with Gazania and Senecio. 16. Tree Grates/Well to be 3' sq. Chinook by Urban Accessories (877.487.0488) or approved equal. lntsall per manufacturers' specifications. See detail 'A' sheet LP.5. 17. Existing Syagrus romanzofflanum (Queen Palm) to be salvaged and reused where possible. Palms to be reused to be approved by CITY APPROVED REPRESENTATIVE. NOT TO SCALE B LEGEND G 0 © 0 © © 0 1, 5, OR 15 GALLON SHRUB MULCH -SEE PLANTING NOTES 3 INCH BY 24 INCH DIA. MINIMUM WATER BASIN FINISH GRADE AMENDED SOIL FOR PLANTING - REFER TO SPECIFICATIONS PLANTING PIT DIMENSION, REFER TO DETAIL D, THIS SHEET. PLANTING TABLETS -REFER TO SCHEDULE FOR THE NUMBER OF TABLETS PER CONTAINER ROOT BALL NATIVE SOIL , SHRUB PLANTING DETAIL NOTE: ATTACH GUYS TO MAJOR lRUNKS ONLY. G 0 '---13 {3) ¾ INCH BLACK RUBBER HOSE (1) 2x6 INCH LONG GALVANIZED STEEL TURNBUCKLE G) ¾2 INCH BRAIDED CABLE WTH ½ INCH X 3 INCH LONG PVC TUBING 0 (3) DUCKBILL EARTH ANCHORS MANUFACTURED BY V.I.T. PRODUCTS {619) 673-1760 0 ROOTBALL 2 X DIAMETER OF ROOTBALL 2' , NOT TO SCALE I ;,; PLAN NOTE: REFER TO DETAIL A, THIS SHEETFOR PLANTING DETAILS. NOTE: "'CJ MINIMUM (2) TIES (TOP & BOTTOM) REQUIRED. USE THIRD TIE l'IHEN NECESSARY TO HOLD lREE IN UPRIGHT POSITION. TIES TO BE SECURED TO A VOID SLIPPAGE. Al :§ ;i: z-0 C z G) LEGEND G "CINCH-TIE' BY V.I.T. CO. (619) 673-1760 l'IRAP STAKE, TO FORM FIGURE EIGHT. NAIL WITH (1) GALV. NAIL THROUGH EACH TIE INTO POLE. ~ 0 USE 4 INCH DIA. BY 10 FEET A 1D .,! :::, a w A, , 12" L 12" , » I\ , LONG LODGEPOLES FOR 36" BOXES. PLAN © MINIMUM 18 INCH DIAMETER MULCH ZONE AROUND THE BASE OF EACH lREE 0 TOP OF ROOT BALL TO BE 3-4 INCHES ABOVE FINISHED GRADE © 3 INCH HIGH WATER BASIN SEE SPECIFICATIONS © FINISH GRADE 0 PLANTING TABLETS -REFER TO SCHEDULE FOR THE NUMBER OF TABLETS PER CONTAINER © BACKFILL MIX -AS SPECIFIED IN THE SOILS REPORT © ROOTBALL @ NATIVE SUBGRADE @ THE CONlRACTOR SHALL INSTALL A POLYETHYLENE LINEAR ROOT BARRIER FOR ALL lREES. ROOT BARRIERS SHALL HA VE A MIN. THICKNESS OF .08" AND SHALL BE 36" DEEP BY CENTURY PRODUCTS ANAHEIM, CA 2XDIAMETER (714) 632-7083 ROOT BARRIER OFROOTBALL SHALL BE MIN. LENGTH OF 15'. TREE STAKING AND PLANTING DETAIL (STAKING SHOWN FOR PRUNUS CERASIFERA) NOT TO SCALE 6 DIAMETER OF ROOTBALL LEGEND PER SPECIFICATIONS G 3• COMPACTED DECORATIVE ROCK. REFER TO PLANTING SPECIFICATIONS. 0 TOP OF ROOT BALL TO BE 3-4 INCHES ABOVE FINISH GRADE FOR 36 INCH BOXES AND 4-6 INCHES ABOVE GRADE FOR 48 INCH BOXES G) 3 INCH HIGH WATERING BASIN 0 FINISH GRADE © BACKFILL TO BE NATIVE SOIL ONLY ADD NON ORGANIC FERTILIZER PER GROWER'S RECOMMENDATIONS AND AGRONOMIC SOIL REPORT RECOMMENDATIONS. © NATIVE SUBGRADE -COMPACT PER SOILS REPORT 1---.--------------------------------+--~------------------------------------l "' ~ "'CJ "' C: :;:, C: 0 1[ ~ C: 0 ~ 2 "ti C: i ~ '-F TREE GUYING FOR TIPUANA TIPU NOT TO SCALE E PALM PLANTING DETAIL C-3628 : r--------------------------T-PREiPAl~)8~-------------------=~3;;::--TPiREi>AFID:IBY: __________________ .L_ _ _L.,_7 __ 1 ___ 7 ___________________ i:.._:.._.::..:.:..:tfpjwv~REiiiiii.iEi~n:"-T _________________ __:N~O:..:T_T:..::O:....::SC::.A.::LE:__--=_::....::.=.::.._i~u PREPARED BY: PREPARED BY: APPROVAL RECOMMENDED: STREET IMPROVEMENTS g 1-800-422-4133 UNDERGROUND SER'IK:E ALERT OF SOL/THERN CAUFORN~ ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION DIFFERENT FROM THAT Ylt-llCH IS SHOl/fll ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE ,,,.TH THEIR SERVICE. BEFORE EXCAVATING, THE CONTRACTOR SHALL \IERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTRACTING UNDERGROUND SERVICE ALERT AT 1-(800)-422-4133. CDam!ldl 'iY<DD~ Costa M88C1 Office: □D~f/ DD 151 Kalmus Drive, Suite MB Costa Mesci, CA 92626 Coachella Volley Office: 78060 Colle Estodo Lo Quinto, California 92253 714.641.1300 Phone 714.641.1323 Fax 760.580.5165 Phone 760.564.0369 faK Ur±DJthlllftaats Nl"llltl........_ e-mail: drcwingsOdvalzdesign.com .. www.dvolzdesJgn.com J. Vo aJ No.,375 ~,, CIVIL WORKS PLANTING NOTES AND DETAILS t'. SIGNATIJRE EXP. 3-31-10 ... DATE ~ g_ Engineers, Inc. [NAME] RCE xxxxx REcoRD DRAWING ~ 3151 AirwayAvenu~ SuiteS-2 ASSISTANT CITY ENGINEER PEDESTRIAN COASTAL ACCESS IMPROVEMENTS z Costa Mesa, CA 92626 l-----ll-------ll-------------------l-----t-:::DESl=GN:-::ED:=-.---r.D=R"'AWN::-::-:--1--------------------.----R-5_8_3_1_S--l 0 (714) 966-9060 DAG BC CITY OF NEWPORT BEACH --~ NO. DATE DESCRIPTION OF RE\IISIONS APPROVED CHECKED: MM PUBLIC WORKS DEPARTMENT SHEET LP.6 OF 37 _9.- ~------------------------'-------------------------------'---------------------------..___.,__ ___ ...1-. _________________ ...1,__ __ _1,_ ___ ~L--_:!L-!:!i..:~-------------------_j_------=:....:..._J ,r;