The URL can be used to link to this page

Home My WebLink AboutR_6063_SClfY OF COSIA MESA ,,,• ,., 'c' '_,'// UPPER <;;'::, G,,1" "'t< 0' o,,, CITY OF IRVINE NE:'$RT fJ { · . \Jl'll\ltRSIT'i ~ PUBLIC WORKS DEPARTMENT CORONA DEL MAR ENTRY IMPROVEMENTS C=:> PROJECT LOCATION VICINITY MAP NOT TO SCALE C--6382 SYMBOL -0-POWER POLE ABBREVIATIONS (IN ADDITION TO GREENBOOK SECTION 1-3.2) A.B AGGREGATE BASE APPROVED:~:s2"-"'-2-.w:.<C£-•V-----"'-A2---'"'-.-·. __,,l,.o,,c.'jc__;J)b-----· --- DAVID A WEBB, P.E., PUBLIC WORKS DIRECTOR ARV AIR RELIEF VALVE @ SEWER CLEANOUT ACP ASBESTOS CEMENT PIPE ® SEWER MANHOLE AC ASPHALT CONCRETE BC BEGIN CURVE @ STORM DRAIN MANHOLE BCR BEGIN CURVE RETURN BVC BEGIN VERTICAL CURVE t-O<l FIRE HYDRANT BU< BLOCK CATV CABLE TV ;;\l;l WATER METER Cl CAST IRON STREET LIGHT PULL BOX 't CENTERLINE liiiJ CNB CITY OF NEWPORT BEACH a,] TRAFFIC SIGNAL PULL BOX CL CLASS CLR CLEAR :¢.'-o STREET LIGHT C&G CURB AND GUTTER E EAST /ELECTRIC @ WATER VALVE EC END CURVE ECR END CURVE RETURN ('-GUY WIRE ELEC ELECTRICAL CONDUIT A SURVEY MONUMENT EVC END VERTICAL CURVE EXIST EXISTING p SIGN FLG FLANGE FE FLANGED END ® VAULT VENT EL FLOW LINE e FM FORCE MAIN TREE G GAS ii,j IRRIGATION CONTROL VALVE GV GATE VALVE GB GRADE BREAK ll!JJ CABLE TV PULL BOX GE GROOVED END HP HIGH PRESSURE ~ CORING LOCATION IP&T IRON PIPE AND TAG LT LEFT ® ELECTRICAL MANHOLE MAX MAXIMUM ELECTRICAL PULL BOX MIN MINIMUM [El NG NATURAL GROUND ~11u/////A BUILDING N NORTH NTS NOT TO SCALE ----EXISTING CONSTRUCTION NO NUMBER OG ORIGIN AL GROUND ----PROPERTY LINE PE PLAIN END NEW CONSTRUCTION PROP PROPOSED PB PULL BOX ---if.--CENTERLINE RCP REINFORCED CONCRETE PIPE RET RETAINING ----$----SEWER LINE RT RIGHT SCH SCHEDULE -----w-----WATER LINE s SEWER sea SEWER CLEANOUT ---G---GAS LINE SMH SEWER MANHOLE --E------ELECTRICAL LINE SHT SHEET SW SIDEWALK --T--TELEPHONE LINE s SOUTH SCE SOUTHERN CALIFORNIA EDISCN ---CATV--CABLEVISION LINE SQ SQUARE STL STEEL --SP--SPRINKLER SYSTEM T TELEPHONE -X-X·-X-FENCE TS TRAFFIC SIGNAL CONDUIT w WEST/WATER BLOCKWALL W/ WITH LEGEND UNAUTHORIZED CHANGES AND USES I I COLD MILL GRIND AND OVERLA y f I NEW FULL DEPTH AC PAVEMENT THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. I I NEW AC/CMB PAVEMENT 1:~ >. J NEW PCC PAVEMENT CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON THE CEi'ITERUNE OF MACARTHUR BOULEVARD BEING N 25" 25' 00" E 1-S SHOWN ON PARCEL ~AP 90-361, IN BOOK 270, PAGES 15 THROUGH 18 OF MISCELI.ANEOUS MAPS IN THE OFFICE OF THE COUNTY RECORDER OF ORANGE COUNTY, CA!JFORNIA. BENCHMARK· BENCHMARK: 3K-55--1!9 NAVD88 Elf:V.;145.204 YEAR LE.VELE□ 2011 ----· ---' □ESCR!BED BY OCS 2002 -FOUND 3 31, 4' OCS ALUMINUM BENCHMARK DISK STAMPED • 3K-55--99", S£f IN THE NllR'fHWESTERI.Y CORNER OF A 4.0 FT. BY 8.0 CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE NORTHEASTERLY PORTION Of THE INT£RSECl10N OF MACAflTHUR BOULEVARO AND HARBOR VIEW DRIVE, 48 FT. EASTERLY OF THE CENTERLINE OF lilACAflTHUR BOULEVARD AND 75 FT. NORTHERLY Of THE CENTERLINE OF HAREIOR VIEW DRIVE. MONUMENT IS SET lf.VEL WITH THE SIDEWALK. EAST ECT ION! ~i '.l:' a r,tz.6'.\. ~ '¾<J, ~ ~ L1J ~ w ;;,: FOURTH AVENUE • .Y,t.,y, ~ ~!-z w LOCATION MAP ;;,: ~ ~ ~ 0 "", NOT TO SCALE PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF AW< UNDERGROUND UTILfTY PIPES OR STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAlLABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PlANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILmES SHOWN AND ANY OlHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS. ALL CONTRACTORS AN!) SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERA110NS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK ANO THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONs" OF THE U.S. DEPARTMENT OF LABOR, ANO THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTtON SAFETY ORDERS''. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS' AND SUBCONTRACTORS' COMPLIANCE WITH THE • OCCUPATIONAL SAFrn AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY ANO HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL QR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIAB!LfTY AR1S!NG FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. .ALDEN& SSOCIATES CIVIL ENGINEERS LANO SURVEYORS PLANNERS 2552 WHITE ROAD, SUITE B, IRVINE, CA 92614 (949)66°'0110 FAX: 660'°418 ~h. APPROVAL RECOMMENDED: MIKE PISANI MUNICIPAL OPERATIONS DEPARTMENT DESIGNED: DRAWN: 1---:-cc-c-c-:--.;;;;;.SK-+-:--::::--.....:S=,tB DA TE: 11.. -l'7• L 6 CHECKED: DA TE: DB 12 09 2015 GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE '"STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2009 EDITION AND SUPPLEMENTS TD DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE ENGINEER DOES NOT ASSUME LI/\SILITY FOR THE ACCURACY OR EXISTENCE OF THE UNDERGROUND UTILITIES OR STRUCTURES AS REPORTED FROM THE RECORDS EXAMINED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES (BY POTHOLING OR OTHER MEANS). CONTRACTORS SHALL NOTIFY UNDERGROUND SERVICE ALERT (U.S.A.) (800) 227-2600 AT LEAST TWO (2) WORKING DAYS PRIOR TO ANY EXCAVATION AND FIELD VERIFY THAT THE UTILITIES HAVE BEEN MARKED BEFORE EXCAVATING. 3. ALL EXPOSED CONCRElE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS, UNLESS NOTED OlHERWISE. 4. P C.C. SHALL BE CLASS 560-C-3250 5. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VAULTS, WATER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE PER CITY STANDARDS. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OlHERS. 6. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. 7. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTEN110N OF THE ENGINEER. FAILURE TO DO SO WILL PLACE RESPONSIBILITY OF THE CONTRACTOR FOR CORRECTION. 8. ANY WORK NOT INDICATED ON lHE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, OR VICE-VERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFlCA TIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. 9. THE CONTRACTOR MUST NOTIFY THE CITY OF NEWPORT BEACH PUBLIC WORKS INSPECTOR AT LEAST TWO (2) WORKING DAYS PRIOR TO COMMENCEMENT OF ANY CONSTRUC110N OR FIELD TESTS BY CONTACTING THE NEWPORT BEACH PUBLIC WORKS DEPARTMENT AT (949) 644-3311. 10. ALL UNDERGROUND FACILITIES SHALL BE INSTALLED PRIOR ro SURFACING OF STREETS. THE INSTALLATION OF ALL UNDERGROUND FACILITIES CROSSING EXISTING ARTERIAL HIGHWAYS REQUIRES BORING OR JACKING, UNLESS OTHERWISE PRE-APPROVED BY THE CiTY ENGINEER. 11. WHENEVER IT BECOMES NECESSARY TO TUNNEL UNDER EXISTING IMPROVEMENTS, THE CONTRACTOR SHALL SUPPORT THOSE IMPROVEMENTS IN A MANNER APPROVED BY THE ENGINEER, OR THE CONTRACTOR SHALL SAWCUT, REMOVE AND REPLACE THOSE IMPROVEMENTS IN ACCORDANCE WITH THE CITY OF NEWPORT BEACH STANDARD DRAWINGS. 12. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE STARTING WORK. SHOULD CONDITIONS EXIST WHICH ARE CONTRARY TD THOSE SHOWN ON PlANS, THE ENGINEER SHALL BE NOTIFIED BEFORE PROCEEDING WITH WORK. 13_ IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ASSURE THAT ALL PIPES, WALLS, ETC. ARE ADEQUATELY BRACED DURING CONSTRUCTION. 14. ALL WORK SHALL CONFORM TO THE DRAWINGS ANO SPECIFICATIONS IN ALL RESPECTS AND ALL DEVIATIONS SHALL BE APPROVED BY THE ENGINEER. 15. THE CONTRACTOR SHALL, PRIOR TO THE BEGINNING OF WORK, INSPECT THE THE PROJECT FOR EXISTING SURVEY MONUMENTS AND THEN SCHEDULE A MEETING WITH THE CITY SURVEYOR TO WALK THE PROJECT TO REVIEW THE SURVEY MONUMENTS. THE CONTRACTOR Sr!ALL PROTECT ALL SURVEY MONUMENTS DURING CONSTRUCTION OPERATIONS. IN THE EVENT THAT EXISTING SURVEY MONUMENTS ARE REMOVED OR OTHERWISE DISTURBED DURING THE COURSE OF WORK, THE CONTRACTOR SHALL RESTORE THE AFFECTED SURVEY MONUMENTS AT ITS SOLE EXPENSE. THE CONTR~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£. EMERGENCY TELEPHONE NUMBERS SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISCN COMPANY AT&T TELEPHONE COMPANY CITY OF NEWPORT BEACH UTILITIES DIVISION ORANGE COUNTY SANITATION DISTRICT TIME WARNER CABLE DAY NIGHT (800) 624-8153 (800) 611-1911 (800) 332-1321 (949) 644-3011 (949) 644-3717 (714) 962-2411 (714) 542-6222 SHEET INDEX SHEET NO. DESCRIPTION 1 2 3 4 5 6 7 B 9 10 11 12 13 14 15 1 6 REVIEWED: TITLE SHEET GENERAL NOTES DEMOLITION PLAN EAST COAST HIGHWAY STA 150+80.0D TO STA 153+00.00 EAST COAST HIGHWAY STA 153+00.00 TO STA 154+ 79.00 CARNATION AVENUE STA 22+5D.OD TO STA 24+25.00 STORM DRAIN PLAN HORIZONTAL CONTROL PLAN SIGNING AND STRIPING LANDSCAPE CONSTRUCTION PLAN LANDSCAPE IRRIGATION PLAN LANDSCAPE IRRIGATION NOTES ANO CALCULATIONS LANDSCAPE PLANTING PLAN LANDSCAPE CONSTRUCTION DETAILS LANDSCAPE CONSTRUCTION DETAILS LANDSCAPE CONSTRUCTION DETAILS STREET IMPROVEMENTS TITLE SHEET EAST COAST HIGHWAY C-6382 SI CORI, RCE 46214 T CITY ENGINEER BEGONIA AVENUE TO CARNATION AVENUE CITY OF NEWPORT BEACH R-6063-S PUBLIC WORKS DEPARTMENT SHEET 1 OF 16 CONSTRUCTION NOTES 2 R-6063-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-6382 ALDEN & SSOCIATES NO.DESCRIPTION 16 BEGONIA AVENUE TO CARNATION AVENUE GENERAL NOTES EAST COAST HIGHWAY STREET IMPROVEMENTS ,. =) CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG 50.00' 38.00' 12.00' 1Q_n,v I 24.00' CROSS SECTION -PACIFIC COAST HIGHWAY STA. 153+75.00 NOT TO SCALE R/W 50.00' 38.00' 12.00' I 23.00' 1,4 113 3/lf UP 15 ~ 34 1.0ll: I rl t.:.·1-..J CROSS SECTION -PACIFIC COAST HIGHWAY STA. 151+75.00 NOT TO SCALE R/W R/W 50.00' C. 10.00' 15.00' 15.00' 10.00' I I CD Cv 16 3/8' UP 'ill >-< ~~ I J.Oll: ~ ---------------- ---12 I 2' I EXISTING PA\IEMEITT J .J ~-I .• I _ _J CROSS SECTION-CARNATION AVENUE STA. 23+50.00 NOT TO SCALE ~• w,n~ ,.,., ff DEPTH PROPOSED \CURB & GUTTER OVERLAY PROPOSED /rl' DEPTH I VARIABLE DEPTH COLD MILL I ~· '"" _J ( OVERLAY ' ~ULU MILL ··-·--- 2' COLD MILL DEPTH JOIN EXIST. EXISTING PAVEMENT SECTION FEATHER FOR SMOOTH JOIN TO REMAIN IN PLACE EXISTING PAVEMENT SECTION COLD MILJL TO 2' BELOW TO REMAIN IN PLACE @)o COLD MILL DETAIL NOT TO SCALE BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF MACARTHUR BOULEVARD BEING N 25" 25' 00" E 1-S SHOWN ON PARCEL MAP 90-361, IN BOOK 270, PAGES 15 THROUGH 18 OF MISCELLANEOUS MAPS IN THE omcE OF THE OOUNlY RECORDER OF ORANGE COUNTY, CALIFORNIA. BENCHMARK· BENCHMARK: 3K-55-99 NAVDBB ELEV.-145.204 YEAR LEVELED 2011 -------· DESCRIBED BY OCS 2002 -FOUND 3 3\4" OCS ALUMINUM BENCHMARK DISK STAMPED "3K-55-99", SET IN THE NORTHWESTERLY CORNER OF A 4.0 FT. BY 8.0 CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE NORTHEASTERLY PORTION OF THE INTERSECTION OF MACARTHUR BOULEVARD ANO HARBOR vlEW DRIVE, 48 FT. EASTERLY OF THE CENTERLINE OF MACARTHUR BOULEVARD AND 75 FT. NORTHERLY OF THE CENTERLINE OF HARBOR VIEW DRIVE. MONUMENT IS SET LEVEL WITH THE SIDEWALK. EDGE OF GUTTER CIVIL ENGINEERS LAND SURVEYORS PLANNERS 2552 WHITE ROAD, SUITE B, IRVINE, CA 92614 / (949) 660-0110 FAX: 660-0418 '-11 .. /7--,~ 12/09/2015 DAVID' L/l'l'ACON PE 40496 DATE DESIGNED: CHECKED: DRAWN: SK SB (,) PROTECT IN PLACE. SAWCUT AND REMOVE 5" A.C. OVER 12" A.B. PAVEMENT SECTION. SAWCUT AND REMOVE 4" P.C.C. SIDEWALK INCLUDING ACCESS RAMP. SAWCUT AND REMOVE P.C.C. CURB AND/OR CURB AND GUTTER INCLUDING DEPRESSED CURB AND SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION (W=I' MIN). 's' SAWCUT AND REMOVE ff P.C.C. CROSS GUTTER, SPANDREL AND CURB INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF \.::'..J EXISTING STREET SECTION (W= 1' MIN). ® REMOVE TREE INCLUDING ROOT BALL (TRUNK DIA. PER PLAN). (j) REMOVE SHRUB. ® REMOVE SIGN AND POST. ® REMOVE STREET FURNITURE. @) COLD MILL (GRIND) EXISTING A.C. PAVEMENT 2• MINIMUM INCLUDING TRANSVERSE JOINT PER DETAIL ON SHEET 2. '11' CONSTRUCT VARIABLE DEPTH ('l' MIN) A.C. (C2 PG 64-10) FINISH COURSE OVERLAY, FEATHER AS REQUIRED FOR SMOOTH lc.Y JOIN. @2 CONSTRUCT 4" MINIMUM A.C. FULL DEPTH SECTION OVER COMPACTED NATIVE WITH B 64-10 FINAL 't' (FINISH COURSE) SHALL BE C2 PG 64-10. @) CONSTRUCT 5" A.C. PAVEMENT SECTION WITH B 64-10 FINAL 't' (FINISH COURSE) SHALL BE C2 PG 64-10. @ CONSTRUCT 12" C.M.B. SECTION. @) CONSTRUCT P.C.C. CURB & GUTTER PER CITY STD-182-L, (W=2.0'). @ @ CONSTRUCT P.C.C. CURB & GUTTER PER CITY STD-182-L, (W=1.5'). CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD-180-L (WIDTH PER PLAN), COLOR AND SCORING/JOINTS PER LANDSCAPE ARCHITECT'S PLANS. @ CONSTRUCT 4" P.C.C. CURB ACCESS RAMP, CASE H (MODIFY PER PLAN) PER CITY STD-181-L-B. @) REPLACE EXIST WATER VALVE BOX FRAME AND COVER AND ADJUST TO GRADE PER CITY STD-511-L. (@) REPLACE EXIST PULL BOX FRAME PER CITY STD-204-L AND ADJUST COVER TO GRADE. @ REPLACE EXIST WATER METER BOX AND COVER AND ADJUST TO GRADE PER CITY STD-511-L. @ ABANDON EXISTING FIRE HYDRANT ASSEMBLY. @ CONSTRUCT FIRE HYDRANT ASSEMBLY PER CfTY STD-500-L. INCLUDING ALL NECESSARY FITTING, BENDS AND THRUST BLOCKS. 124' FURNISH AND INSTALL "S' x 5" RECTANGULAR CAST IRON PIPE AND ADAPTOR TO 4" ROUND PIPE (ALHAMBRA A-470) INSTALL '-tY THROUGH CURB FACE PER CITY STD-184-L. @ FURNISH AND INSTALL 4" PVC (SCH 40) DRAIN PIPE INCL. REQUIRED FITTINGS. @ FURNISH AND INSTALL ff SQUARE AREA DRAIN WITH GRATE BY NOS (OR APPROVED EQUAL) PER DETAIL ON SHEET 7. @) TELEPHONE PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY AT&T. @ GAS METER AND/OR VALVE BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY S.C. GAS @ EXISTING TRAFFIC SIGNAL/STREET LIGHT INCLUDING PULL BOXES AND APPURTENANCES TO BE REPLACE AND/OR RELOCATED BY ~ SEPARATE PLAN. CONTRACTOR TO COORDINATE DURING ITS COURSE OF WORK. ®2 FURNISH AND INSTALL 1" WATER SERVICE AND METER BOX (BY CONTRACTOR) WITH I" METER (INSTALLED BY CITY) PER CITY STD-502-L FOR LANDSCAPE PURPOSES. '33' FURNISH AND INSTALL 1" REDUCED PRESSURE PRINCIPLE BACKFLOW DEVICE (FEBCO LF825Y) W/ 40 MESH WYE FILTER OR °eV APPROVED EQUAL FOR LANDSCAPE PURPOSES. @ CONSTRUCT HARDSCAPE IMPROVEMENTS PER LANDSCAPE ARCHITECT'S PLANS. @) CONSTRUCT LANDSCAPE AND IRRIGATION IMPROVEMENTS PER LANDSCAPE ARCHITECT'S PLANS. @) PAINT PARKING STALL STRIPING PER DETAIL 50 ON SHEET 9. @ PAINT STOP AND LIMIT LINE PER DETAIL 51 ON SHEET 9. ® PAINT STOP AND LIMIT LINE PER DETAIL 52 ON SHEET 9. @ PAINT 12" WHITE CROSSWALK LINE PER CALTRANS STD. A24F. ® RELOCATE EXISTING SIGN (TYPE PER PLAN) TO NEW POST. @ FURNISH AND INSTALL SIGN (TYPE PER PLAN) AND POST. @ INSTALL FIRE HYDRANT MARKER PER CITY STD-902-L. @) PAINT TYPE VI ARROW MARKINGS PER CALTRANS STD. A24A. APPROVAL RECOMMENDED: REVIEWED: MIKE PISANI MICHAEL SINACORI, RCE 46214 MUNICIPAL OPERATIONS DEPARTMENT ASSISTANT CITY ENGINEER DATE: DATE: ________ DATE: _______ _ DB 12/09/2015 SHEET OF R-6063-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT STREET IMPROVEMENTS C-6382 ALDEN & SSOCIATES O O 3 AND CARNATION AVENUE DEMOLITION PLAN EAST COAST HIGHWAY 16 I \ \ 151+08. B (!_ INT. EAST COAST HIGHWAY 25+01 .46 (!_ INT. BEGONIA AVENUE w w :~ ~ ~ -----------------------------------------~ ----------------- ~ ~ tf ~ /..... Cl) a (.) /..... Cl) il5 w G -----,e-+--------- ROTHSCHILD'S ~ AVILA'S EL RANCHITO ----------------------- WI NE GALLERY FARMERS & MERCHANTS BANK EAST COAST HIGHWAY 0 ~ (1. SIR ET 23 w ~! ci -f ----~ w----- w -------,--- 1 : I I I I I __ , -r------ w CARNATION AVENUE BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF MACARTHUR BOULIEVARD BEING N 25° 25' 00" E AS SHOWN ON PARCEL MAP 90-361, IN BOOK 270, PAGES 15 THROUGH 18 OF MISCELLANEOUS MAPS IN THE omcE OF THE COUNTY RECORDER OF ORANGE COUNTY, CALIFORNIA. CIVIL ENGINEERS LAND SURVEYORS PLANNERS i r r r r r r I r I r I r I r r r r r r ' r r r r r r r r r r r r I r r r ~---·-· 153+69.15 (!_ INT. EAST COAST HIGHWAY (1_ INT. MAC ARTHUR BOULEVARD \ WARREN CHRISTOPHER l ••· 10 I 5 0 I_I SCALE IN FEET 1 inch = 1 a ft. THE BUNGALOW RESTAURANT \ OLDEN SPOON 5 0 10 I I I SCALE IN FEET 1 inch = 10 ft. 10 I CONSTRUCTION NOTES NO. CD ® 0 0 ® ® 0 ® ·@ @ DESCRIPTION PROTECT IN PLACE. SAWCUT AND REMOVE 5" A.C. OVER 12" A.B. PAVEMENT SECTION. SAWCUT AND REMOVE 4" P.C.C. SIDEWALK INCLUDING ACCESS RAMP. SAWCUT AND REMOVE P.C.C. CURB AND/OR CURB AND GUTTER INCLUDING DEPRESSED CURB AND SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION (W=1' MIN). SAWCUT AND REMOVE ff P.C.C. CROSS GUTTER, SPANDREL AND CURB INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION (W=1' MIN). REMOVE TREE INCLUDING ROOT BALL (TRUNK DIA. PER PLAN). REMOVE SHRUB. REMOVE SIGN AND POST. REMOVE STREET FU RN ITU RE. ABANDON EXISTING FIRE HYDRANT ASSEMBLY. • EXISTING TRASH RECEPTACLE, METAL BENCH AND METAL BICYCLE RACK SHIALL BE STORED AND PROTECTIED BY THE CONTIRACTOR UNTIL TIME OF REPLACEMEITT AT THE LOCATION SHOWN PER THE LANDSCAPE ARCHITIECTS PLANS. ALL OTHER ITIEMS SHALL BE DELr-lERED TO THE CITY OF NEWPORT CORPORATION YARD AT THE DIRECTION OF THE ENGINEER. GAS NOTE IT IS UNKNOWN HOW THE GAS SERVICE LATERALS RUN FROM THE METER TO THE INDIVIDUAL BUSINESSES AND THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE SERVICES IN PLACE. NOTES: 1. SEE SHEET 4-6 FOR STREET IMPROVEMENTS 2. SEE SHEET 7 FOR STORM DRAIN PLAN 3. SEE SHEET 8 FOR HORIZONTAL CONTROL PLAN 4. SEE SHEET 9 FOR SIGNING AND STRIPING PLAN 5. SEE SHEETS 10-16 FOR LANDSCAPING AND IRRIGATION PLANS REVIEWED: CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG BENCHMARK: BENCHMARK: 3K-55-99 NAVD88 ELEV.=145.204 YEAR LEVELED 2011 DESCRIBED BY OCS 2002 -FOUND 3 3\4" OCS ALUMINUM BENCHMARK DISK STAMPED "3K-55-99", SET IN THE NORTHWESTERLY CORNER OF A 4.0 FT. BY 8.0 CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE NORTHEASTERLY PORTION OF THE INTERSECTION OF MACARTHUR BOULEVARD AND HARBOR VIEW DRIVE, 48 FT. EASTERLY OF THE CENTERLINE OF MACARTHUR BOULEVARD AND 75 FT. NORTHERLY OF THE CENTERLINE OF HARBOR VIEW DRIVE. MONUMENT IS SET LEVEL WITH THE SIDEWALK. 2552 WHITE ROAD, SUITE B, IRVINE, CA 92614 t----+--------<,----------------------+----t MICHAEL SINACORI, RCE 46214 ASSISTANT CITY ENGINEER (949) 660-0110 FAX: 660-0418 .}. 12/09/2015 PE 40496 DATE DESIGNED: DRAWN: SK SB NO. DATE DESCRIPTION OF REVlSIONS APPROVED CHECKED: DATE: DB 12 09 2D15 SHEET OF R-6063-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT STREET IMPROVEMENTS C-6382 ALDEN & SSOCIATES O O 4 STA. 150+50.00 TO STA. 152+91.20 EAST COAST HIGHWAY BETWEEN 16 R-6063-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT STREET IMPROVEMENTS C-6382 ALDEN & SSOCIATES O O 120 L 11.95' -.. "'.MEITTQN---mQ•• 1 .5' 2' GUTTER u m ..,..._m O> ~ c.,ID Cl~ a,"' "' "' "' e "' ;l ~ ,_.. . u a,~ "' "' T "' ,-.. -u "' -c..--~-~"--•5% ;:.:.--' f2 •r.: "' 0 ,-.: "ROlmSE~1 V TQll_OE-CURB u fee ~ ~ f's "' a, a, ~ N a,'-' a, "' ,....__ .,: w co--------m a, a, ,-.. "' "' "' "' ": ---,-.: ----Ult --- u, "' "-"- "' ~- '.'.:. L EXISTING FINISH N f's "l ,-.. --"' -"' SURFACE@ -,::, ,-.. -. 120 " u u u u u u u u u "' a, 0 N ..,. >-CD "l "' "' N-'-' "° '<=' ~ "° "' 00 --- ·~ ----- "' P; "' ,-.. u :ii "' "' "' . "' ~ "' "' "' 00 00 "' "° --------,-.: -....-n ·,~ e __Q,2lL_ e • n ,., -.-- f2 f2 f2 u, "- u, u, f2 f2 f2 "-"- I;:-f'! ..,. CD ~ "' '-' "' q "' ,-.. --------- a, "' CD ~ ~ "' f's ~ "°' "' q '-' 0 "° a, ----,-.. -:. ,::, -:. ---1---------------,1------------t----------j._fcc'~l"'-''------------l\~---c:-::: +=--= --::. --;+f::~· ~-:!::~:=::::_"" _"" _--~ _"' _-~➔~-. _-_-_-_-_-_-"'-J,;,,-_-_-_-_-_-_-_-_-_-_-_-_-_--l---j,.~--,;,:,{<',,--======'----j, 1---------------,1------------t----------j.,,~~~~"'8~/--------::~~'·~.--:c~ff!s1 ----~ L ----[I1IJ15fr------j-----------+-------j:!:§·:-:;l~:::~_,.,,,,..-r.==-----::::1,,....."'-----::::::.--------~r--___c=t::i---------F'-----------,.....-"""_,..,...------,1------------+------------l------------+-----+--------l------------+------------l-----------l 115 HI-----------➔ r E:---1 91·,, ~ u :z ~ -,::, PROPOSED LIP -c.. <O "':, N -u~ GUTTER .; ,::::. l---------------jf-------------l--------'c_--~~--+-------------~----+--------+------------+--------------l------------1------------+-----+--------+-------------+-------------+-------------+-------------l ,::::. f2 ~ ::: t------------t>-------------+-------t---<l[z•">------l",..1------------+----l---------+----------------jf-------------l------------+-------------+-----+--------+------------+--------------l------------l-------------l f2 ~ -- L--~:32L' --+--+-----+-------'Le....4J-;-79L' ------J.----J----------+------------f---------~L•'1'24-:--70•L' J-------------+-------------+------l----jL-•l6:311L' ---+--------------J.-------------+--------------'f------------< >--------------'>-------------l-------------+-------'OtLcu=~ ON C_U"'"' OlLC_U_,=,u~.~--+------------+--------------l------------1-------------1 ~----[1~10[]----t----------+---------t----------+---------t---------+---------t----------t---------t----------t---------t----------f---------l110 H----------1 = 151+00 151+50 I 151 I I ""'~ }0c, ---~=-· - CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG I BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF MACARTHUR BOULEVARD BEING N 25° 25' 00" E AS SHOWN ON PARCEL MAP 90-361, IN BOOK 270, PAGES 15 THROUGH 18 OF MISCELLANEOUS MAPS IN THE omcE OF THE COUNTY RECORDER OF ORANGE COUNTY, CALIFORNIA. BENCHMARK: BENCHMARK: 3K-55-99 NAVD88 ELEV.=145.204 YEAR LEVELED 2011 DESCRIBED BY OCS 2002 -FOUND 3 3\4" OCS ALUMINUM BENCHMARK DISK STAMPED "3K-55-99", SET IN THE NORTHWESTERLY CORNER OF A 4.0 FT. BY 8.0 CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE NORTHEASTERLY PORTION OF THE INTERSECTION OF MACARTHUR BOULEVARD AND HARBOR VIEW DRIVE, 48 FT. EASTERLY OF THE CENTERLINE OF MACARTHUR BOULEVARD AND 75 FT. NORTHERLY OF THE CENTERLINE OF HARBOR VIEW DRIVE. MONUMENT IS SET LEVEL WITH THE SIDEWALK. 152+00 152 ! CIVIL ENGINEERS LAND SURVEYORS PLANNERS 2552 WHITE ROAD, SUITE B, IRVINE, CA 92614 / (949) 660-0110 FAX: 660-0418 --/1.., /7, --~ 12/09/2015 DAVID' L,Al'ACON PE 40496 DATE 152+50 10 I 5 I CONSTRUCTION NOTES NO. DESCRIPTION CD PROTECT IN PLACE. SCALE: HORIZ: 1"=10' VERT: 1"=2' @) COLD MILL (GRIND) EXISTING A.C. PAVEMENT 'l' MINIMUM INCLUDING TRANSVERSE JOINT PER DETAIL ON SHEET 2. @ CONSTRUCT VARIABLE DEPTH ('l' MIN) A.C. (C2 PG 64-10) FINISH COURSE OVERLAY, FEATHER AS REQUIRED FOR SMOOTH JOIN. @2 CONSTRUCT 4" MINIMUM A.C. FULL DEPTH SECTION OVER COMPACTED NATIVE WITH B 64-10 FINAL 2" (FINISH COURSE) SHALL BE C2 PG 64-10. @ CONSTRUCT 5" A.G. PAVEMENT SECTION WITH B 64-10 FINAL 2" (FINISH COURSE) SHALL BE C2 PG 64-10. @ CONSTRUCT 1 'l' C.M.B. SECTION. @ CONSTRUCT P.C.C. CURB & GUTTER PER CITY STD-182-L, (W=2.0'). @) CONSTRUCT P.C.C. CURB & GUTTER PER CITY STD-182-L, (W=1.5'). @7 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD-180-L (WIDTH PER PLAN), COLOR AND SCORING/JOINTS PER LANDSCAPE ARCHITECT'S PLANS. @ CONSTRUCT 4" P.C.C. CURB ACCESS RAMP, CASE H (MODIFY PER PLAN) PER CITY STD-181-L-B. @) REPLACE EXIST WATER VALVE BOX FRAME AND COYER AND ADJUST TO GRADE PER CITY STD-511-L. @ REPLACE EXIST PULL BOX FRAME PER CITY STD-204-L AND ADJUST COVER TO GRADE. @ TELEPHONE PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY AT&T. ®l EXISTING TRAFFIC SIGNAL/STREET LIGHT INCLUDING PULL BOXES AND APPURTENANCES TO BE REPLACE AND/OR RELOCATED BY SEPARATE PLAN. CONTRACTOR TO COORDINATE DURING ITS COURSE OF WORK. @ CONSTRUCT HARDSCAPE IMPROVEMENTS PER LANDSCAPE ARCHITECT'S PLANS. ® CONSTRUCT LANDSCAPE AND IRRIGATION IMPROVEMENTS PER LANDSCAPE ARCHITECT'S PLANS. GAS NOTE IT IS UNKNOWN HOW THE GAS SERVICE LATERALS RUN FROM THE METER TO THE INDIVIDUAL BUSINESSES AND THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE SERV1CES IN PLACE. NOTES: 0 I SEE SHEET 3 FOR DEMOLITION PLAN SEE SHEET 7 FOR STORM DRAIN PLAN SEE SHEET 8 FOR HORIZONTAL CONTROL PLAN SEE SHEET 9 FOR SIGNING AND STRIPING PLAN SEE SHEETS 10-16 FOR LANDSCAPING AND IRRIGATION PLANS 10 I SCALE IN FEET 1 inch = 10 ft. REVIEWED: t----+------t,---------------------+----t MICHAEL SINACORI, RCE 46214 ASSISTANT CITY ENGINEER DESIGNED: DRAWN: MV MV NO. DATE DESCRIPTION OF REVlSIONS APPROVED CHECKED: DATE: DB 12/09/2D15 SHEET OF R-6063-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT STREET IMPROVEMENTS C-6382 ALDEN & SSOCIATES O O 5 STA. 152+91.20 TO STA. 155+00.00 EAST COAST HIGHWAY BETWEEN 16 1-----{I1~2o[l--------j-----------+-------------j-----------+-------------jf-----------+--------------jf-----------+-----------1-----------+-----------1-----------+----------j120 H1----------I ,,, >- "' n "' I(' ~ ,-.: ~ 0 <ri u "'-'°-----f~F' _____ ----1u I PROPOSED S'L := ~ °' :::, ___ ___,_F' _____ /,-~T=o=p~o =F ~c~u=R=e.------.------------+----------------j-------------+--------------,--------------j--------------,--------------j-------------, ----1.6%_____ 'o I I <O r--f---------------6~------1~---------\ -;--~ --2.J3g___ -~---------'---1 EXISTING FINISH~-[:'---------1-~_____:c~-~ [:' '" ,-.: -"' -~ "' "1 :::, SURFACE ~ §" ....._ ,._ -,-.: -~ "'-r.ci (.) .. , 1--[Il~ .. , • -------E>-=------1e-s____~I= '-' -'aa-1 0.""'I'-"'' ---l------------+-----------l------------+-----------l-------------1 .--(D I to-1----------+----------<e - m !;j:: m O'l ui c:: 111 m ..... TRANSITION FROM C) • C:., rr:, U IO ....., t0-----------=-ID1--~~----bj ·:::-------C,!) ~ 2' -r.5• GOTTER ---~ ..... ::: ..... ~ ~ -----..,..u-z-5.o-;;--.... ~ ~-F' l-----{I1]15~------j-----------+-------------j-----------+------_j;:-;,_ __ ----jl'----~-~---------j~~=-~--+----------~~1 ..::.".______~"~:::::-----:::,,,..~-~--=---=--~;-&--4 ;_--f.'~~-;:--:--+-+-----------l-----------+-----------1------------j 115 Hl------------1 f----------+---------------l-----------+---------------li------------+------------\~-e------ll------------+--+-----------=---cc~~-UO%~..._---------=...__~-=+--~i____~,~"1-----1~f"_----1-----1------------+---------------1t-------------+---------------1t----------___, I'--' ~ ---. ....__ --. --.-a..l"') CD"'1 U ..._ ---.. ,-,.::-c:., ~ CD t- t------------+----------------j------------+----------------jf-----------------+----------+--------lf-----------------+----1--------~:::,,._~ r==: -0~~-..... ~1--t-------------+-----------+------------+-----------+--------------1 U V --.....__ 6Q -I 0 L&.JC! -•!%' ......_ .-U,.,-j t------------+---------------1------------+---------------1t-------------+----------+------1t-------------+-----<.,;----------H ---=~=-;;-=;;;~-..Jb---'"'f.-!'-----+---------------ll------------+---------------11------------+------------l ~-U% ------l-------------l-----------+-------------l-----------+-------------11---------1--+-------------ll----f-::'.-________ {[:'~----l--------=~,g.6'~=---~ ,---.J'w ~~-+-------------f--------------j-------------f--------------j---------------j- ~~ ..., u~ Ir t--------------j---------------1--------------j---------------1t-------------+----------+------lt-------------+---+----------i"-4t---------s°'-"'"'--------J,~----j-------------t---------------j-------------t----------------t---------------i c...l"'] ::: Ea q i-------------+----------------1------------+----------------1i---------------+-----------i---------1t-------------+---+----------t7t------;e~-----1,,---r----+------------+-------------+------------+-------------+------------t l-----{Ij11[Qo}-------!f---------------j------------f-----------f----------+-------+--f----------t-t----------j+---+-----f-+---------+---------+---------+---------l 110 H-----------1 = 153+00 L=94.67' ... rl-Ct.irw 153+50 (t INT. MAC ARTHUR BOUUEVARD I I L=34.22' 154+00 J$4+18.15 !c INT. EA5T COAST, HIGHWAYV L=19.40' L=11.67' L=10.68' vittt.iiu[ 6rret:iru' .... 154+50 155+00 / ~~~~"53+69.15 (t INT. EAST COAST HIGHWAY / 24+25. 1 12 54 ct INT. CARNATION,\AVENUE : =~--------~~--~~-~==i====~-s=-~~~~~---7"'~----------t------7 ,-"7"''i-----==-~~--------~-~...aa+~=~.,c_~\~~===== ---~=-~==~~==~15~3~i'~=--"'-==--= ~-==-======1~55 ______ ,_, . --I I ) ~ i I BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF MACARTHUR BOULEVARD BEING N 25° 25' 00" E AS SHOWN ON PARCEL MAP 90-361, IN BOOK 270, PAGES 15 THROUGH 18 OF MISCELLANEOUS MAPS IN THE omcE OF THE COUNTY RECORDER OF ORANGE COUNTY, CALIFORNIA. 10 ! 5 0 1_1 SCALE IN FEET 1 inch = 10 ft. 10 ! \ CIVIL ENGINEERS LAND SURVEYORS PLANNERS I SCALE: HORIZ: 1"=10' VERT: 1"=2' CONSTRUCTION NOTES NO. CD @ @ @ @ @ @ @ @ ® @ @) ® ® @ ® @) DESCRIPTION PROTECT IN PLACE. CONSTRUCT 5" A.C. PAVEMENT SECTION WITH B 64-10 FINAL 2" {FINISH COURSE) SHALL BE C2 PG 64-10. CONSTRUCT 12" C.M.B. SECTION. CONSTRUCT P.C.C. CURB & GUTTER PER CllY STD-182-L, (W=2.0'). CONSTRUCT P.C.C. CURB & GUTTER PER CllY STD-182-L, (W=1.5'). CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD-180-L (WIDTH PER PLAN), COLOR AND SCORING/JOINTS PER LANDSCAPE ARCHITECT'S PLANS. CONSTRUCT 4" P.C.C. CURB ACCESS RAMP, CASE H (MODIFY PER PLAN) PER CITY STD-181-L-B. REPLACE EXIST PULL BOX FRAME PER CITY STD-204-L AND ADJUST COVER TO GRADE. REPLACE EXIST WATER MmR BOX AND COVER AND ADJUST TO GRADE PER CITY STD-511-L. ABANDON EXISTING FlRE HYDRANT ASSEMBLY. CONSTRUCT FlRE HYDRANT ASSEMBLY PER CITY STD-500-L. INCLUDING ALL NECESSARY FITTING, BENDS AND THRUST BLOCKS. GAS METER AND/OR VALVE BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY S.C. GAS EXISTING TRAFFIC SIGNAL/STREET LIGHT INCLUDING PULL BOXES AND APPURTENANCES TO BE REPLACE AND/OR RELOCATED BY SEPARATE PLAN. CONTRACTOR TO COORDINATE DURING ITS COURSE OF WORK. FURNISH AND INSTALL 1• WATER SERVICE AND METER BOX (BY CONTRACTOR) WITH 1" METER (INSTALLED BY CITY) PER CITY STD-502-L FOR LANDSCAPE PURPOSES. FURNISH AND INSTALL 1" REDUCED PRESSURE PRINCIPLE BACKFLOW DEVICE (FEBCO LF825Y) W/ 40 MESH WYE FILTER OR APPROVED EQUAL FOR LANDSCAPE PURPOSES. CONSTRUCT HARDSCAPE IMPROVEMENTS PER LANDSCAPE ARCHITECT'S PLANS. CONSTRUCT LANDSCAPE AND IRRIGATION IMPROVEMENTS PER LANDSCAPE ARCHITECT'S PLANS. GAS NOTE IT IS UNKNOWN HOW THE GAS SERVICE LATERALS RUN FROM THE METER TO THE INDIVIDUAL BUSINESSES AND THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE SERVICES IN PLACE. NOTES: 1. SEE SHEET 3 FOR DEMOLITION PLAN 2. SEE SHEET 7 FOR STORM DRAIN PLAN 3. SEE SHEET 8 FOR HORIZONTAL CONTROL PLAN 4. SEE SHEET 9 FOR SIGNING AND STRIPING PLAN 5. SEE SHEETS 10-16 FOR LANDSCAPING AND IRRIGATION PLANS REVIEWED: CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG BENCHMARK: BENCHMARK: 3K-55-99 NAVD88 ELEV.=145.204 YEAR LEVELED 2011 DESCRIBED BY OCS 2002 -FOUND 3 3\4" OCS ALUMINUM BENCHMARK DISK STAMPED "3K-55-99", SET IN THE NORTHWESTERLY CORNER OF A 4.0 FT. BY 8.0 CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE NORTHEASTERLY PORTION OF THE INTERSECTION OF MACARTHUR BOULEVARD AND HARBOR VIEW DRIVE, 48 FT. EASTERLY OF THE CENTERLINE OF MACARTHUR BOULEVARD AND 75 FT. NORTHERLY OF THE CENTERLINE OF HARBOR VIEW DRIVE. MONUMENT IS SET LEVEL WITH THE SIDEWALK. 2552 WHITE ROAD, SUITE B, IRVINE, CA 92614 t----+-------<,----------------------+-----1 MICHAEL SINACORI, RCE 46214 ASSISTANT CITY ENGINEER / (949) 660-0110 FAX: 660-0418 --/1 ... /7, --~ 12/09/2015 DAVID' L,AJACON PE 40496 DATE DESIGNED: DRAWN: MV MV NO. DATE DESCRIPTION OF REVlSIONS APPROVED CHECKED: DATE: DB 12/09/2D15 SHEET OF R-6063-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT STREET IMPROVEMENTS C-6382 ALDEN & SSOCIATES O O 6 EAST COAST HIGHWAY TO FORTH AVENUE CARNATION AVENUE BETWEEN 16 I 2J,J I b U.2 I -1----1,241 ON CU !VE ON CURVE ON CURVE ON CU" ON CURVE \ .. ~ ';:::- 0 '"" u ~ i;;;- 115 C/L 3.0% "' f,2 f,2 (!) u ~ ~ u "' .,; "" c_ ,- ,-"' .,; H -H--+-----------+------------+------------+-----------l-----------f--------------1 ---J.o~ i:::- -- ~ 115 -.,; --------- t------------+--------+--------1-----------,;;.. i>ROPOSED W'L Y-<.n ~ N ;j 00 ;::_ ""; -,,,;:__ ~ i:::, 1---------------jf--------+-----+-----------~-=-~oP-orcuR,.,--~--------t;=~c----.--,~---------~"'c-1-r------'i'-...----..........c::---4 ~~~f-------------+----- 0 ---1~!--------+I,.,,---.........~ ..... ~----..........c----~~;'t-------j------------1------------+------------+-------------+-------------+--------------1 = Ill I CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG ....... ------ f,2 --......... -SURFACE AT i:::- 00 "l -f,2 L-34.22' L -19.40' L-11.6' L-10.68' L-44.74' i:::- ON CURVE ON CUR ON CURVE "' ,. <O ,_. 0 r=- 24+00 23+50 23+00 CARNATION AVENUE BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF MACARTHUR BOULIEVARD BEING N 25° 25' 00" E AS SHOWN ON PARCEL MAP 90-361, IN BOOK 270, PAGES 15 THROUGH 18 OF MISCELLANEOUS MAPS IN THE omcE OF THE COUNTY RECORDER OF ORANGE COUNTY, CALIFORNIA. BENCHMARK: BENCHMARK: 3K-55-99 NAVD88 ELEV.=145.204 YEAR LEVELED 2011 DESCRIBED BY OCS 2002 -FOUND 3 3\4" OCS ALUMINUM BENCHMARK DISK STAMPED "3K-55-99", SET IN THE NORTHWESTERLY CORNER OF A 4.0 FT. BY 8.0 CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE NORTHEASTERLY PORTION OF THE INTERSECTION OF MACARTHUR BOULEVARD AND HARBOR VIEW DRIVE, 48 FT. EASTERLY OF THE CENTERLINE OF MACARTHUR BOULEVARD AND 75 FT. NORTHERLY OF THE CENTERLINE OF HARBOR VIEW DRIVE. MONUMENT IS SET LEVEL WITH THE SIDEWALK. CIVIL ENGINEERS LAND SURVEYORS PLANNERS 2552 WHITE ROAD, SUITE B, IRVINE, CA 92614 / (949) 660-0110 FAX: 660-0418 --/1.., /7, --~ 12/09/2015 DAVID' L,Al'ACON PE 40496 DATE CENTERLINE 0 0 - 22+50 I I: I .' 10 5 0 10 ! ! ! ! SCALE IN FEET 1 inch = 10 ft. 22+00 CONSTRUCTION NOTES NO. DESCRIPTION CD PROTECT IN PLACE. SCALE: HORIZ: 1"=10' VERT: 1"=2' @) COLD MILL (GRIND) EXISTING A.C. PAVEMENT "l' MINIMUM INCLUDING TRANSVERSE JOINT PER DETAIL ON SHEET 2. @ CONSTRUCT VARIABLE DEPTH ("l' MIN) A.C. (C2 PG 64-10) FINISH COURSE OVERLAY, FEATHER AS REQUIRED FOR SMOOTH JOIN. @2 CONSTRUCT 4" MINIMUM A.C. FULL DEPTH SECTION OVER COMPACTED NATIVE WITH B 64-10 FINAL 2" (FINISH COURSE) SHALL BE C2 PG 64-10. @ CONSTRUCT 5" A.C. PAVEMENT SECTION WITH B 64-10 FINAL 2" (FINISH COURSE) SHALL BE C2 PG 64-10. @ CONSTRUCT 12" C.M.B. SECTION. @ CONSTRUCT P.C.C. CURB & GUTTER PER CITY STD-182-L, (W=2.0'). @) CONSTRUCT P.C.C. CURB & GUTTER PER CITY STD-182-L, (W=1.5'). @7 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD-180-L (WIDTH PER PLAN), COLOR AND SCORING/JOINTS PER LANDSCAPE ARCHITECT'S PLANS. @ CONSTRUCT 4" P.C.C. CURB ACCESS RAMP, CASE H (MODIFY PER PLAN) PER CITY STD-181-L-B. @ CONSTRUCT FIRE HYDRANT ASSEMBLY PER CITY STD-500-L. INCLUDING ALL NECESSARY FITTING, BENDS AND THRUST BLOCKS. @ GAS METER AND/OR VALVE BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY S.C. GAS ®2 FURNISH AND INSTALL 1'' WATER SERVICE AND METER BOX (BY CONTRACTOR) WITH 1" METER (INSTALLED BY CITY) PER CITY STD-502-L FOR LANDSCAPE PURPOSES. @ FURNISH AND INSTALL 1'' REDUCED PRESSURE PRINCIPLE BACKFLOW DEVICE (FEBCO LFB25Y) W/ 40 MESH WYE FILTER OR l,::!J APPROVED EQUAL FOR LANDSCAPE PURPOSES. @ CONSTRUCT HARDSCAPE IMPROVEMENTS PER LANDSCAPE ARCHITECT'S PLANS. @) CONSTRUCT LANDSCAPE AND IRRIGATION IMPROVEMENTS PER LANDSCAPE ARCHITECT'S PLANS. GAS NOTE rr IS UNKNOWN HOW THE GAS SERVICE LATERALS RUN FROM THE METER TO THE INDIVIDUAL BUSINESSES AND THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE SERVICES IN PLACE. NOTES: 1. SEE SHEET 3 FOR DEMOLITION PLAN 2. SEE SHEET 7 FOR STORM DRAIN PLAN 3. SEE SHEET B FOR HORIZONTAL CONTROL PLAN 4. SEE SHEET 9 FOR SIGNING AND STRIPING PLAN 5. SEE SHEETS 10-16 FOR LANDSCAPING AND IRRIGATION PLANS REVIEWED: t----+-------<,-----------------------+----t MICHAEL SINACORI, RCE 46214 ASSISTANT CITY ENGINEER DESIGNED: DRAWN: MV MV NO. DATE DESCRIPTION OF REVlSIONS APPROVED CHECKED: DATE: DB 12/09/2D15 SHEET OF R-6063-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT STREET IMPROVEMENTS C-6382 ALDEN & SSOCIATES O O 7 BEGONIA AVENUE TO CARNATION AVENUE STORM DRAIN PLAN EAST COAST HIGHWAY 16 \ \ 151+08. lB il INT. EAST COAST HIGHWAY 25+01.\ il INT. BEGONIA AVENUE w I" ---===-[ -+----,-.,--/ ---~---\ I \ \ \ \ I I I I I B"CF 1\4.73~ -';: . ir,..,. L=15.00' S=0.0100 4 -j\• ©,oz.-----'--"' \ \ I eE.GO~\P.. p.. \/E.~llE. CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG 152 ------, - ------------------- ROTHSCHILD'S WINE GALLERY BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF MACARTHUR BOULEVARD BEING N 25° 25' 00" E AS SHOWN ON PARCEL MAP 90-361, IN BOOK 270, PAGES 15 THROUGH 18 OF MISCELLANEOUS MAPS IN THE omcE OF THE COUNTY RECORDER OF ORANGE COUNTY, CALIFORNIA. BENCHMARK: BENCHMARK: 3K-55-99 NAVD88 ELEV.=145.204 YEAR LEVELED 2011 DESCRIBED BY OCS 2002 -FOUND 3 3\4" OCS ALUMINUM BENCHMARK DISK STAMPED "3K-55-99", SET IN THE NORTHWESTERLY CORNER OF A 4.0 FT. BY 8.0 CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE NORTHEASTERLY PORTION OF THE INTERSECTION OF MACARTHUR BOULEVARD AND HARBOR VIEW DRIVE, 48 FT. EASTERLY OF THE CENTERLINE OF MACARTHUR BOULEVARD AND 75 FT. NORTHERLY OF THE CENTERLINE OF HARBOR VIEW DRIVE. MONUMENT IS SET LEVEL WITH THE SIDEWALK. I I I I I I I I I \ _____ 153 I I /------153+69.15 it INT. EAST COAST HIGHWAY It INT. MAC ARTHUR BOULEVARD \ -----G ----------G TS - 0 0 FARMERS & MERCHANTS BANK EAST COAST HIGHWAY CIVIL ENGINEERS LAND SURVEYORS PLANNERS 2552 WHITE ROAD, SUITE B, IRVINE, CA 92614 (949) 660-0110 FAX: 660-0418 .}. 12/09/2015 PE 40496 DATE / I I I I I I I I I I I I I I I I I I I I I I --7------- 1 I I I I I I G WARREN CHRISTOPHER \ (!) THE BUNGALOW RESTAURANT 10 5 0 10 ! 1_1 ! SCALE IN FEET 1 inch = 10 ft. G £ □ - "" 154+ 16.15 It INT. EAST COAST\ HIGHWAY 24+25.12 il INT. CARNATION AVENUE _____ :154 ! - OLDEN SPOON f::)?J "'"' ,._ L=B.O' S=0.01 ------------ \ CONSTRUCTION NOTES NO. @ @ @ DESCRIPTION FURNISH AND INSTALL 'S' x 5" RECTANGULAR CAST IRON PIPE AND ADAPTOR TO 4" ROUND PIPE (ALHAMBRA A-470) INSTALL THROUGH CURB FACE PER CITY STD-184-L. FURNISH AND INSTALL 4" PVC (SCH 40) DRAIN PIPE INCL. REQUIRED FlTTNGS. FURNISH AND INSTALL ~ SQUARE AREA DRAIN WITH GRATE BY NDS (OR APPROVED EQUAL) PER DETAIL ON SHEET 7. GAS NOTE IT IS UNKNOWN HOW THE GAS SERVICE LATERALS RUN FROM THE METER TO THE INDIVIDUAL BUSINESSES AND THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE SERVICES IN PLACE. NOTES: 1. SEE SHEET 3 FOR DEMOLITION PLAN 2. SEE SHEET 4-6 FOR STREET IMPROVEMENTS 3. SEE SHEET 8 FOR HORIZONTAL CONTROL PLAN 4. SEE SHEET 9 FOR SIGNING AND STRIPING PLAN 5. SEE SHEETS 10-16 FOR LANDSCAPING AND IRRIGATION PLANS REVIEWED: 6" SQUARE GRATE FS FG NDS #4 6"PVC {SCH 40)-+ 6" x 'r° REDUCER ~c-:::; INV ELEV PER PLAN TG ELEV PER PLAN 4" -90° BEND FLOW 4"PVC SCH 40 PIPE @6" DRAIN DETAIL NOT TO SCALE t----+--------<,----------------------+----t MICHAEL SINACORI, RCE 46214 ASSISTANT CITY ENGINEER DESIGNED: DRAWN: SK SB NO. DATE DESCRIPTION OF REVlSIONS APPROVED CHECKED: DATE: DB 12 09 2015 SHEET OF -- R-6063-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT STREET IMPROVEMENTS C-6382 ALDEN & SSOCIATES O O 8 BEGONIA AVENUE AND CARNATION AVENUE HORIZONTAL CONTROL PLAN EAST COAST HIGHWAY 16 151 152 ------! / / / / I / / / / \ \ 151+0B.1B (I. INT. EAST COAST HIGHWAY 25+01 .46 (I. INT. BEGONIA AVENUE t.=9'20'4J" R=1600.00~260.°'97"' --+------r_j__- / I I C I I I I I ----===---- =========~ AT&T \ \ \ \ \ L----- I I I I 'C, I \ 1 I • I N 38"12'18" W 37.34' C/L STORM DRAIN :__j (lYP.) ROTHSCHILD'S ---------- C14 .... -<0 "' + .., ---------- A=4'!33'0J" R=1570.00' L=124.70' ff//11%' 9 0'"'7_ N 38"12'18" W 49.74' -I --------------------D------- WI NE GALLERY ~ C18 0 0 FARMERS & MERCHANTS BANK _____ ,__:15J I I :------/ I I / / / / / I I I I / / / I I / / / / I / ---;-------- / / I --7 ___ _ / / / Q/ • I / I -15J+69.15 (I. INT. EAST COAST HIGHWAY (I. INT. MAC ARTHUR BOULEVARD - d=5'll6'50" R --------1100.00' L=ll0.98' -N 30'43'27" W /L STORM DRAIN (lYP.) \ WARREN CHRISTOPHER THE BUNGALOW RESTAURANT 1!=1'115•17• R-1-,~~:---J =1600.00• l =49.oo• _ \ 25,00' EAST COAST HIGHWAY \ 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 ,~.,. "OiN <Jr,78.~ 7S}],\t;' I I I I I I I I I I I S.(Jo, I I I I I I I I I l11. u AVILA'S EL RANCHITO N 40'34'09" E 76.50' EC .., 154+18.15 11, INT. EAST COAST HIGHWAY 24+25.12 (I. INT. CARNATION AVENUE I I _, _____ _ I I I I I I I I I I I I 24 I I I I I I I I I I I I I --.- .... "" <OU ,:I; "' N N 36"48'21' E 19.40' -- . ~ -~ ---C1"S-~ i-, I I I ~ 2J+56.10 M,-1 rcHLtN12 / (lYP.) CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG 'H BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF MACARTHUR BOULIEVARD BEING N 25° 25' 00" E AS SHOWN ON PARCEL MAP 90-361, IN BOOK 270, PAGES 15 THROUGH 18 OF MISCELLANEOUS MAPS IN THE omcE OF THE COUNTY RECORDER OF ORANGE COUNTY, CALIFORNIA. BENCHMARK: BENCHMARK: 3K-55-99 NAVD88 ELEV.=145.204 YEAR LEVELED 2011 DESCRIBED BY OCS 2002 -FOUND 3 3\4" OCS ALUMINUM BENCHMARK DISK STAMPED "3K-55-99", SET IN THE NORTHWESTERLY CORNER OF A 4.0 FT. BY 8.0 CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE NORTHEASTERLY PORTION OF THE INTERSECTION OF MACARTHUR BOULEVARD AND HARBOR VIEW DRIVE, 48 FT. EASTERLY OF THE CENTERLINE OF MACARTHUR BOULEVARD AND 75 FT. NORTHERLY OF THE CENTERLINE OF HARBOR VIEW DRIVE. MONUMENT IS SET LEVEL WITH THE SIDEWALK. 23 -I CARNATION AVENUE CIVIL ENGINEERS LAND SURVEYORS PLANNERS 2552 WHITE ROAD, SUITE B, IRVINE, CA 92614 (949) 660-0110 FAX: 660-0418 .}. 12/09/2015 PE 40496 DATE n I I _J -I 10 ! 5 0 ! ! SCALE IN FEET 1 inch = 10 ft. LINE TABLE LINE# BEARING L1 N 40'34'09" E L2 N 40'44'51' E L3 N 40'44'51' E L4 N 40'44'51' E L5 N 85°12'18" W L6 N 85°12'18" W L7 N 72"17' 42" E LB N 85'12'18" W L9 N 83'12'18" W L10 N 81'07'30" W L11 N 14'16'33" E L12 N 30'43'21' W L13 N 14'16'33" E L14 N 36"48'21' E L15 N 36"48'21' E 10 ! DISTANCE CURVE# 12.03' Cl 3.32' C2 1.59' CJ 1.73' C4 15.00' C5 10.39' C6 5.16' C7 2.41' CB 5.56' C9 2.26' C10 3.35' C11 3.95' C12 3.18' C13 5.93' C14 13.47' OLDEN SPOON CURVE TABLE CURVE TABLE DELTA RADIUS LENGTH CURVE# DELTA RADIUS LENGTH 82"42'19" 12.00' 17.32' C15 0'14'24" 1570.00' 6.58' 111'37'22" 10.00' 19.4B' C16 0'10'51' 1570.00' 5.00' 42"50'00" 15.00' 11.21' C17 0'14'24" 1570.00' 6.58' 40'48'14" 15.00' 10.68' C18 2'02'0o" 1570.00' 55.72' 44°33'56" 15.00' 11.67' C19 25°45'38" 30.00' 13.49' 31'45'31" 12.00' 6.65' C20 13'23'58" 30.00' 7.02' 19'11'11' 12.00' 4.02' C21 7'38'42" 30.00' 4.00' J1°45'31" 12.00' 6.65' C22 12'34'01" 30.00' 6.58' 36'13'58" 25.00' 15.81' C23 5'59'22" 30.00' J.14' 9'10'38" 25.00' 4.00' C24 15'10'51" 10.00' 2.65' 9'32'42" 25.00' 4.16' C25 28'57'2o" 10.00' 5.05' 23'53'09" 25.00' 10.42' C26 23'04'21' 10.00' 4.03' 21'31 '28" 25.00' 9.J9' C27 34'54'56" 10.00' 6.09' 1'51 '11' 1570.00' 50.82' C28 9'29'48" 10.00' 1.66' NOTES: 1. SEE SHEET 3 FOR DEMOUTION PLAN 2. SEE SHEET 4-6 FOR STREET IMPROVEMENTS 3. SEE SHEET 7 FOR STORM DRAIN PLAN 4. SEE SHEET 9 FOR SIGNING AND STRIPING PLAN 5 0 1_1 10 ! 5. SEE SHEETS 10-16 FOR LANDSCAPING AND IRRIGATION PLANS SCALE IN FEET 1 inch = 10 ft. REVIEWED: t----+--------<,---------------------+----t MICHAEL SINACORI, RCE 46214 ASSISTANT CITY ENGINEER DESIGNED: DRAWN: SK SB NO. DATE DESCRIPTION OF REVlSIONS APPROVED CHECKED: DATE: DB 12 09 2015 SHEET OF LEGEND 76 GAS STATION KORKER LIQUORS RUBY'S DINNER SHERMAN LIBRARY & GARDENS IMAGES SALOON GOLDEN SPOON THE BUNGALOW RESTAURANT WINE GALLERY THE CROW BAR AND KITCHEN PANINI CAFE CALIFORNIA HOME FITNESS AT&T ROTHSCHILD'S AVILA'S EL RANCHITO FARMERS & MERCHANTS BANK WARREN CHRISTOPHER R-6063-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT STREET IMPROVEMENTS C-6382 ALDEN & SSOCIATES O O 9 16 BEGONIA AVENUE AND CARNATION AVENUE SIGNING AND STRIPING PLAN EAST COAST HIGHWAY AVOCADO AVENUE I I I I cl ' I I I I I f~ ' I I '\& I I I- I I s· _J "' "' " @ '.:\\\\ I \ ... -~-===~---a....-~~=c =---== - "' - $ --====-a.-=--~~~-- ~-~-~~~~~~~~~$~~$$$$- I I I I I I I I "' 1 N io c "' " 1 7 "' - "' "' I I 'V ,;;; .. Cf; : =-----==\r¼►ui~;=.'vl-,.•. ~.cc•.;=~~=;;;;;;==:."'q/;;;c;, ===~~==a r- '// -------,1--'·~ -[,:,:;J-:, -, --+~d L I ii/ 0 _) : : : I _a u ::J I I ,-. I J I I I 1- I :;:: I I I I I I I I I I I I I \ ~, r-,- 1 --i)n( I : .,j_ l _Q_ ~-\.' I i ~ / I... -, -.. L I" I 1--:J~:: •• .-/ I " -c----=====~.:.J ' 'i_._ - I :1 ·····•~, : I , .,.y0';;t,~ a ~ll I i''-=,,=,,=-,,, ='=,=,_=~ : I I - I I \-L_ 1-- AVOCADO AVENUE R3-1 R3DA-T2(CA) (SPECIAL) R5-1 R36(CA) R3DA-T1 (CA) (SPECIAL) 8 R1-1 R30A-W(CA) (SPECIAL) @ SIGNALIZED INTERSECTION W4-2 - ~ SPEED LIMIT 35 - car-1111 llar P,,ldog <e➔ Sherman Li~rory &: Gardens CdM state Beach STRIPING GENERAL NOTES R32(CA) (SPECIAL) R3-2 R2-1(35) R30A(CA) (SPECVII.) CNB-1 (SPECIAL) 30 IN/IE PARKING ~ ~ W74(CA) R9-3a R32D(CA) (SPECIAL) R81(CA) {SPECIAL) I;:.. -1 CNB-2 (SPECIAL) 1. REFER TO STREET IMPROVEMENT PLANS FOR EXISTING UTILITY LOCATIONS. 2. REFER TO STREET IMPROVEMENT PLANS FOR EXISTING SIGNS AND POSTS TO BE REMOVED. ALL SALVAGED SIGNS AND POSTS SHALL BE DELIVERED TO THE CITY OF NEWPORT BEACH CITY YARD. 3. ALL STRIPING DETAILS, MARKINGS, MARKERS, ETC. SHALL CONFORM TO THE STATE OF CALIFORNIA DEPT. OF TRANSPORTATION STANDARD PLANS, 2010 EDITION. 4. ALL TEMPORARY TRAFFIC STRIPING AND MARKINGS SHALL BE PAINT APPLIED IN ONE COAT AND AS SOON AS POSSIBLE WITHIN 24 HOURS AFTER THE FINISHED COURSE OF PAVEMENT HAS BEEN APPLIED. 5. ALL FINAL STRIPING SHALL BE "SPRAYABLE REFLECTOR/ZED THERMOPLASTlc'' APPLIED AT A MINIMUM THICKNESS OF 0.018" (0.45 MM). CROSSWALKS AND LIMIT LINES SHALL BE APPLIED AT A MINIMUM THICKNESS OF 0.035" (0.90 MM). ALL CROSSWALKS AND LIMIT LINES SHALL BE 12" WHITE UNLESS NOTED OTHERWISE. THE FINAL STRIPING SHALL NOT BE APPLIED UNTIL THE PAVING HAS BEEN IN PLACE FOR AT LEAST 15 DAYS. 6. ALL REFLECTIVE PAVEMENT MARKERS SHALL BE 3M SERIES 290 VERSION OR EQUIVALENT WITH GLASS REFLECTIVE FACES. 7. THE FIRE HYDRANT PAVEMENT MARKERS SHALL BE LOCATED PER CITY STD-902-L. 8. PRIOR TO INSTALLATION OF FINAL STRIPING ALL "CAT TRACK" LAYOUTS SHALL BE APPROVED BY THE CITY OF NEWPORT BEACH. 9. LOOPS SHALL CONSIST OF THREE TURNS OF TYPE 1 WIRE SPLICED TO EXISTING DLC'S IN THE APPROPRIATE PULL BOX. 10. THE ENGINEER SHALL APPROVE DETECTOR LAYOUTS PRIOR TO SAWCUTTING PAVEMENT. 11. SAWCUTS SHALL BE FILLED WITH HOT-MELT RUBBERIZED ASPHALT SEALANT. 12. EXACT SIGN LOCATION(S) SHALL BE DETERMINED BY THE ENGINEER. 13. ALL CONFLICTING PAINTED STRIPING AND PAVEMENT MARKINGS SHALL BE REMOVED BY WET SANBLASTING METHOD. THERMOPLASTIC STRIPING AND PAVEMENT MARKINGS SHALL BE REMOVED BY GRINDING METHOD. REMOVAL LIMITS SHALL EXCEED STRIPING AND PAVEMENT LEGEND EDGES TO ELIMINATE SHADOWING. SURFACE EXPOSED BY GRINDING METHOD SHALL BE SLURRY SEALED. ALL CONFLICTING RAISED PAVEMENT MARKERS (RPM'S) SHALL BE REMOVED. -: I C, C· 1 ·, I I ' .ft ==~==== ---------f:, --~~--:a._-~~~ -'. ~ I ----J ~ I ---------/ 0 .ft ~ I T 1 -----••• ·----~ . -----/ .. ' -. ~ EAST COAS'Tr HIGHWAY I I I,,. I 15• R1 -1 • S R3-2 I I I I I I ,.J I 1,/l L.1_ 4Xf1, I c:, I i i ~ r, 1 -11 ; • r 11 r I r i I I-' I '. ':~ 1 ~ MARKING PER CALTRANS STD A24D I I ' I I Ir I 1 ~ I ' I co ' I _J L 0 I_ J t I I I I I I I ' II I I I" I I I I I, I I 1, I BEGONIA AVENUE 7 I 12" WHITE LIMIT LINE PER CALTRANS STD A24E GUTTER tl:'. u w GUTTER CURB Ji I ' I ' I r I MACARTHUR BOULEVARD . ' ' ' ' ' ' '. GUTTER CURB ' ' ' ' ' ' ' ' I ···~ I ' I I I ··/@/ s \1 I \ l.J 1, j T C t~!" ===::=-=--··_,. -~""_-_ C( ~-~-----i r-: (SPECIAL) S R30A-T2 CA SPECIAL -,- I I 50 ,. I T 50 R30A-W(CA) 55 SPECIAL __ (_) __ _ 50 R30A-W(CA) 55 .. (?PEQIAL) rqoA,W('C:A) SPECIAL : (SPECIAL) ' ] . I I I -I I I '<,,,;;- }< '',, r I I " \ ' 4' a i~~ -----□--------- o I ' I TYPE IV (R) ARROW ---, 1i-(I PER CALTRANS STD A24A STOP AND CURB tl:'. u w BCR i'o ~ MARKING PER CALTRANS STD A24D ECR tl:'. u co \_12" WHITE LIMIT LINE PER CALTRANS STD A24E STOP AND I I ~ I I ITT~, . CNB-2 I II I I I . SPECIAL : s 55 R3-B ,,u I : I / S R~~~:ES -----~--I I I R30A-W CA S --1 , ! I I (SPECIAL) CARNATION AVENUE ., " lo'/ ------------ ,---------- C,_ @ LIMIT LINE MARKING ~ NOT TO SCALE @ LIMIT LINE MARKING ~ NOT TO SCALE CURB . . IL -I 1· ~- 00~ 4"WHITE (TYP) 141 20' 20' TYPICAL PARKING @f--,=S-'-'T A-"L=L"""'M"""A"'--R"""'K""-1 N=G=S-~ NOT TO SCALE CIVIL ENGINEERS LAND SURVEYORS PLANNERS 2552 WHITE ROAD, SUITE B, IRVINE, CA 92614 (949) 660-0110 FAX: 660-0418 .}. 12/09/2015 PE 40496 DATE -I I I- CONSTRUCTION NOTES NO. DESCRIPTION @ PAINT PARKING STALL STRIPING PER DETAIL 50 ON SHEET 9. @ PAINT STOP AND LIMIT LINE PER DETAIL 51 ON SHEET 9. @) PAINT STOP AND LIMIT LINE PER DETAIL 52 ON SHEET 9. @) PAINT 1 t' WHITE CROSSWALK LINE PER CALTRANS STD. A24F . ® RELOCATE EXISTING SIGN (TYPE PER PLAN) TO NEW POST. @) FURNISH AND INSTALL SIGN (TYPE PER PLAN) AND POST. ® INSTALL FIRE HYDRANT MARKER PER CITY STD-902-L. ® PAINT TYPE VI ARROW MARKINGS PER CALTRANS STD. A24A. [I] EXISTING STRIPING AND PAVEMENT MARKINGS TO BE PROTECTED IN PLACE. ~ EXISTING SIGN TO BE PROTECTED IN PLACE. REVIEWED: t----+-------<,---------------------+----t MICHAEL SINACORI, RCE 46214 ASSISTANT CITY ENGINEER DESIGNED: DRAWN: SK SK NO. DATE DESCRIPTION OF REVlSIONS APPROVED CHECKED: DATE: DB 12 09 2015 I I ~1:1 DAHLIA AVENUE I f' ·,· I I I I I I ->,> I I ,,_ I I I I I I I I I I I I I I I DAHLIA AVENUE 40 ! 20 0 1_1 . I I I SCALE IN FEET 1 inch = 40 ft, SHEET Go 40 ! OF w ::::) z LU > <( <( z 0 C) LU c:a \ IO' 10' "' -o_ 7 ,/, -:-,_ 7 1 . . . ISTING CDM BIKERACK TO BE RELOCATED J'-o .. p A C I .• :\· 7-·· ;.v.· <.\ ·-• ,(\ ~ c),<o it, EXISTING CONSTRUCTION JOINT ALON BUILDING FRONTAGE. PROTECT IN PLACE ALL PAVING, WALLS OR OTHER HARDSCAPE OR LANDSCAPE ON THE BUILDING SIDE OF THE JOINT, TYPICAL. ROTHSCHILD'S CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG ------ BASIS OF BEARINGS: BENCHMARK: WINE GALLERY ~-~--~-~;;;;: ____ ;;;_ ±-~-.,....,...~ _\.,. . . . . . . :\ /. .. CENTER THE RADIUS POINT OF THE ACCENT PAVING ON THE CENTER POINT OF THE EXISTING DIRECTORY SIGNAGE. FARMER AND MERCHANTS BANK ·~'_i_ 1i.·.~.li_l1.ii f..:.,,,, -:::::::.~~~ ... ,,,' ;:' ti}! t:(I'i EXISTING CONSTRUCTION JOINT ALON . I' , BUILDING FRONTAGE. PROTECT IN PLACE • I; : • ' ALL PAVING, WALLS OR OTHER HARDSCAPE {/' ; ~~E ~il~~~:,,~l~L.THE BUILDING SIDE OF WARREN CHRISTOPHER THE BUNGALOW RESTAURANT ---- CONSTRUCTION LEGEND: GENERAL NOTES: (0 G) G) 0 G) © G) NATURAL COLORED CONCRETE PAVING WITH MEDIUM BROOM FINISH. CONTRACTOR SHALL PROVIDE SAMPLES FOR APPROVAL BY ENGINEER PRIOR TO INSTALLATION. INSTALL SAW-CUT JOINTS AT 36" O.C. BOTH WAYS. @ NATURAL COLORED CONCRETE PAVING WITH MEDIUM BROOM FINISH AND SAWCUT SCORE LINES AT 24" O.C. BOTH DIRECTIONS PER PLAN. @ 12" WIDE NATURAL COLORED CONCRETE BAND WITH NON-SLIP WOOD TROWEL FINISH. @ EXPANSION JOINT WITH P0LYSULPHIDE MASTIC CAULKING. LOCATE EXPANSION JOINTS AS SHOWN ON PLAN AND BETWEEN ALL DIFFERING COLOR OR TEXTURED CONCRETE. CAULKING SHALL BE OF MATCHING COLOR TO THE LIGHTER COLORED CONCRETE ABUTTING THE JOINT. JOINTS SHALL ALSO BE LOCATED BETWEEN CONCRETE PAVING AND ALL VERTICAL SURFACES IE; BUILDINGS, CURBS, WALLS EXISTING PAVING, AND PILASTERS. ,ITT~1V HANDICAP ACCESS RAMP, REFER TO CIVIL ENGINEER'S PLANS. POUR IN PLACE CONCRETE SEAT WALL. ~5~Gr0 POUR IN PLACE CONCRETE SEAT WALL PILASTER 5 6 SITT 14 SITT 14 RE-INSTALL EXISTING TRASH RECEPTICLE AT THIS LOCATION. RE-INSTALL EXISTING METAL BENCH AT THIS LOCATION. RE-INSTALL EXISTING METAL BICYCLE RACK TO THIS LOCATION. TYPICAL CENTERLINE OF WALL TYPICAL WALL SEAT OVIERHANG ~~ DIRECTION OF BROOM FINISH DRAG ' TCLA,Inc. LANDSCAPE ARCHITECTURE -ENVIRONMENTAL DESIGN 0 CORPORATE OFFICE: JOSEPH A. VAR0NIN A.S.LA CM1737 27905 SMYTH DRIVE, VALENCIA, CALIFORNIA 91365 & (PH) 661-702-1011 (FX) 661-702-0293 ■ ORANGE COUNTY OFFICE: 22792 CENTRE DRIVE, LAKE FOREST, CA 92630 {PH) 949-250-1615 (FX) 949-2!il-1801 ff~ ;l).·'1•17 HARRY H. KOBZEFF RLA 1777 DATE 1 . ALL WORK SHALL CONFORM TO APPLICABLE LOCAL CODES. 2. BASE SHEET INFORMATION FOR THESE PLANS WAS DERIVED FROM PLANS BY WALDEN ENGINEERING, IRVINE, CALIFORNIA. 3. CONTRACTOR SHALL MAKE HIMSELF FULLY AWARE OF SITE CONDITIONS PRIOR TO ISSUING HIS BID. LACK OF KNOWLEDGE OF EXISTING SITE CONDITIONS SHALL NOT BE A BASIS FOR ADDITIONAL COSTS DURING CONSTRUCTION. 4. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD ANY DISCREPANCIES BE FOUND ON THESE PLANS. ANY WORK PERFORMED BY THE CONTRACTOR PRIOR TO RECEIVING A CLARIFICATION FROM THE LANDSCAPE ARCHITECT MAY REQUIRE REMOVAL AND RECONSTRUCTION OR WORK PERFORMED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 5. AT THE TIME OF BID, THE CONTRACTOR SHALL MAKE THE OWNER AWARE OF THE EXPECTED CONDITION OF THE SITE PRIOR TO HIS WORK. SHOULD WORK BY OTHERS, PERFORMED PRIOR TO THE CONTRACTORS MOVING ON-SITE, RESULT IN POTENTIAL ADDITIONAL EXPENSES INCURRED BY THE CONTRACTOR, THE CONTRACTOR SHALL NOTIFY THE OWNER OF THE EXPENSES PRIOR TO THE WORK BEING DONE. THE CONTRACTOR MAY ASSUME FULL RESPONSIBILITY FOR ANY ADDITIONAL EXPENSES FOR WORK PERFORMED WITHOUT OWNER'S AUTHORIZATION. 6. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THE PLANS. 7. CONTRACTOR SHALL VIERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. ANY DAMAGE TO EXISTING SITE ELEMENTS OR UTILITIES SHALL BE IMMEDIATELY AND PROPERLY REPAIRED TO ITS FORMER STATE AT NO ADDITIONAL COST TO THE OWNER. 8. THE CONTRACTOR SHALL NOT W1LLFULL Y PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVIE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION PRIOR TO BEGINNING WORK. 9. CONTRACTOR SHALL MAINTAIN A QUALIFIED SUPERVISOR ON THE SITE AT ALL TIMES DURING CONSTRUCTION THROUGH COMPLIETION OF PICK-UP WORK. 1 0. CONTRACTOR SHALL REMOVIE ALL EXCESS SOIL GENERATED BY HIS OPERATIONS FROM THE SITE, PER ALL APPLICABLE CODES. 11 . THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF DEBRIS FROM SITE, PER ALL APPLICABLE CODES, AS WAS CREATED FROM HIS CONSTRUCTION AND/OR DEMOLITION OPERATIONS. NO. DATE DESCRIPTION OF REVISIONS ---- H1G f./ ------------ EXISTING TRASH RECEPTACLE TO BE RELOCATED . ' \ ' . -10, \ ' \ 1· \ • ~' ' '---~- -V ·-'' ' \, '. . ·~~ ..._\ . ..,__ --!. EXISTING METAL BENCH LU TO BE RELOCATED GOLDEN SPOON T :::) ;;;Z 1LU • > <( -o_z I "'O I- <( z 0:::: <( 0 • "' I "' • a, I ·,,., b URB POINTI OF TANGENCY 12. ALL PAVING INSTALLED AS A PART OF THIS WORK SHALL DRAIN AT A MINIMUM OF 1 % AWAY FROM ALL BUILDINGS AND STRUCTURES. ALL PLANTER AREAS INSTALLED AS A PART OF THIS WORK SHALL DRAIN AT A MINIMUM OF 2% AWAY FROM ALL BUILDINGS AND STRUCTURES PER CIVIL ENGINEER'S PLANS. 13. CONTRACTOR SHALL PROVIDE EXPANSION MATERIAL BETWEEN PROPOSED CONCRETE AND ALL EXISTING CONCRETE, MASONRY OR FOUNDATIONS. 14. ALL CONCRETE PAVING WITHIN FOOD SERVICE AND SEATWALLS SHALL RECEIVE SUREBOND SB-5000 STAINBLOCKING INVISIBLE SEALER AS DIRECTED BY THE ENGINEER. INSTALL PER MANUFACTURER'S SPECIFICATIONS. SUREBOND: (BBB) 447-B731 f @ DESIGNED: DRAWN: HK HK APPROVED CHECKED: DATE: JV 120915 NORTH 10' 5' 0 1 O' 20' 30' -----SCALE: 1"=10' C-6382 CORONA DEL MAR ENTRY ENHANCEMENT PCH -BEGONIA TO CARNATION LANDSCAPE CONSTRUCTION PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6063-S SHEET 1 Q OF 1 6 LIMIT OF ORK w ::J z w > <( <( z 0 C) w co \ / - ---------PULL ALL EXTRA WIRES FROM CONTROLLER LOCATION TO THIS PULLBOX LOCATION, PROVIDE ,,._ ... ,-;y•~• 24" PIGTAILS AND TAPE ENDS, --INCLUDE COMMON WIRE. ffi - - -~ e,,e, I" 40e, --1/2• =- r--_ ----_J -- ROTHSCHILD'S p A C I ----------- ------------------------ ------ ------@20.1 -Hal,205 H1G ff -----(1) 2" PVC SCH. 40 WIRE SLEEVE FOR COMMUNICATION CABLE. ( 1) 4" PVC SCH. 40 WIRE SLEEVE FOR EIGHT (8) CONTROL WIRES AND ONE (1) COMMON WIRE. SEE SHEET 12. ---.._____ .._____ .._____ POINT OF CONNECTION -POTABLE WATER: CONNECT MAINLINE DIRECTLY DOWNSTREAM OF THE EXISTING WATER METER. THE PRESSURE DERIVED FROM NEWPORT BEACH WATER DEPT, MR. MICHAEL ALVIDREZ. (949) 718-3419. PEAK WATER DEMAND: SYSTEM HIGH / LOW FLOW REQUIREMENTS AVAILABLE STATIC PRESSURE AT METER REQUIRED MINIMUM SYSTEM PRESSURE AT METER ADJUST SYSTEM PRESSURE REGULATOR TO: 20.1 20.1/5.8 74.0 50.9 55.0 GPM GPM PSI PSI PSI WINE GALLERY - ' "":1 !A,.... I --~ IRRIGATION LEGEND: SYMBOL PRODUCT MODEL DESCRIPTION @ RAINBIRD 1812SAM POP-UP MICRO-SPRAY HEAD 0 RAINBIRD 1812SAM POP-UP MICRO-SPRAY HEAD • RAINBIRD 1812SAM POP-UP MICRO-SPRAY HEAD @ RAINBIRD 1812SAM POP-UP MICRO-SPRAY HEAD Ci RAINBIRD 1812SAM POP-UP MICRO-SPRAY HEAD El! RAINBIRD 1812SAM POP-UP MICRO-SPRAY HEAD NOZZLE RADIUS SQ FUL 4' SQ HLF 4' SQ QTR 4' SQ FUL 2.5' SQ HLF 2.5' SQ QTR 2.5' FARMER AND MERCHANTS BANK GPM PSI PATTERN 0.4 25 FULL 0.2 25 HALF 0.12 25 QUARTER 0.4 25 FULL 0.2 25 HALF 0.12 25 QUARTER IRRIGATION EQUIPMENT LEGEND: SYMBOL [Ml III @ PRODUCT EXISTING EXISTING CARSON MODEL 910-12B DESCRIPTION EXISTING 1" WATER METER, REFER TO CIVIL ENGINEER'S PLANS. EXISTING 1" RP BACKFLOW DEVICE. REFER TO CIVIL ENGINEER'S PLANS. 1 O" ROUND PLASTIC CONTROL AND COMMON WIRE PULL BOX. COIL MINIMUM 24" OF WIRE WITHIN BOX. 0 ~ ZURN-WILKINS 500XL PRESSURE REDUCING VALVE -LINE SIZE 0 • 181 MATCO GRISWOLD CST GRISWOLD RAINBIRD TORO 2" 1/2" 2" ----@i ----------- 754 SERIES 2000 IFS-100C DW SERIES 33DLRC FB-25-PC BRONZE FULL PORT BALL VALVE -LINE SIZE TO 3" NORMALLY-CLOSED MASTER VALVE -1" FLOW SENSOR - 1 ". ELECTRIC REMOTE CONTROL VALVE IN BOX -SIZE PER PLAN QUICK COUPLING VALVE WITH YELLOW RUBBER LOCKING CAP -3/4" FLOOD BUBBLERS. BURIED PRESSURE MAINLINE PIPING, SIZE PER PLAN. USE CLASS 315 FOR PIPE 2" AND LARGER AND SCHEDULE 40 FOR 1-1/2" AND SMALLER. BURIED NON-PRESSURE LATERAL LINE PIPING, PVC SCHEDULE 40, SIZE PER PLAN PIPE SLEEVE, PVC SCH. 40, FOR IRRIGATION PIPING INSTALLED UNDER PAVING, SIZE NOTED ON PLAN. IF NO SIZE NOTED, USE TWICE THE DIAMETER OF THE INTERIOR PIPE. IRRIGATION CONTRACTOR SHALL INSTALL SLEEVING, INCLUDING WALL PENETRATIONS WHERE NECESSARY. CONTROL/COMMUNICATION WIRE SLEEVE, PVC SCH. 40. SEE PLANS FOR SIZES. PROVIDE MINIMUM 24" COVER UNDER ROAD / PAVING BASE MATERIAL, MINIMUM 18" COVER IN PLANTING AREAS. DETAIL 8/ SHT-15 8 SHT-15 8 SHT-15 8/ SHT-15 8/ SHT-15 8/ SHT-15 DETAIL 7/ SHT-14 3/ SHT-15 1/ SHT-15 4/ SHT-15 8/ SHT-14 7/ SHT-15 2/ SHT-15 2/ SHT-16 5&6/SHT-15 5&6/SHT-15 6/ SHT-15 6/ SHT-15 BASIS OF BEARINGS: TCLA,Inc. I I I I I I I I WARREN CHRISTOPHER THE BUNGALOW RESTAURANT MAWA: MAXIMUM APPLIED WATER ALLOWANCE: POINT OF CONNECTION# METER MAHA = (ETo x 0.1 x LA x 0.b2) + (ET0 x 1.0 x SLA x 0.b2) = G,ollons per year for LA+ SLA. where, MAHA = Maximum Applied Hater Allowancce (gallons per year) ET0 = ReFerencce Evapotransplratlon (lncches per year) ETAF = Evapotransplratlon Adjustment Fae.tor LA = Landsccaped Area (square Feet) SLA = Specclal Landsc.aped Area (square feet) 0.1 = ETAF For Landsc.aped Area 1.0 = ETAF For Specclal Landsc.aped Area 0.b2 = Gonverslon facctor (to gallons per square foot) MAWA Calculation: ETo ETAF LAorSLA Conversion (square ft.) MAWA for LA 46.6 X 0.45 X 1,362 X 0.62 = MAWA forSLA 0 X 1.0 X 0 X 0.62 = Total MAWA= IRRIGATION SYMBOL LEGEND: ~-~ DENOTES GONTROLLER (LETTER) AND VAL VE (NUMBER) SEGlJENGE F~DENOTES MAXIMUM 6PM FLOH THROUGH VALVE \_!Y---DENOTES VALVE SIZE MAWA (Gallons per Year) 17,708 0 17,708 LANDSCAPE ARCHITECTURE -ENVIRONMENTAL DESIGN GOLDEN SPOON LIMIT OF WORK \\~ ' I I I I I I I I I z 0 k z 0:::: <( T 0 EAWU: ESTIMATED APPLIED WATER USE EAHIJ = ETo x Ki_ x LA x 0.b2 I IE = G,ollons per year where, EAHIJ = Estimated Applied Hater Use (gallons per year) ETO = Referenc.e Evapotransplratlon (lncches per year) KL = Landsc.ape Goefflc.lent LA = Landsc.aped Area (square feet) 0.62 = Gonverslon facctor (to gallons per square foot) IE = Irrigation Efflcclenccy EAWU Calculation: Hydrozone ETo KL LAorSLA (square ft.) HIGH 46.6 X 0.35 X 1,362 -........._ -........._ ' -........._ LIMIT OF WORK POINT OF CONNECTION# METER LAND¼APE c;oEFFIGIENT, KL = K. x K0 x K""' .35 = 0.35 X 1.0 X 1.0 K. = deec.les Fae.tor -0.1 (dry) -o.c:t (wet) Ko = enslty fador -0.5 (sparse) -1.3 (dense) ~ = mlccroccllmate Fae.tor -0.5 (ccool) -1.4 /hot) Conversion IE EAWU (Gallons per Year) X 0.62 I .8 = 15,303 Total EAWU = 17,216 @ NORTH 10' 5' 0 1 O' 20' 30' -----SCALE: 1"=10' C-6382 CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG BENCHMARK: ' 0 CORPORATE OFFICE: JOSEPH A. VAR0NIN A.S.LA CM1737 27905 SMYTH DRIVE, VALENCIA, CALIFORNIA 91365 (PH) 661-702-1011 (FX) 661-702-0293 ■ ORANGE COUNTY OFFICE: 22792 CENTRE DRIVE, LAKE FOREST, CA 92630 {PH) 949-250-1615 (FX) 949-2!il-1801 CORONA DEL MAR ENTRY ENHANCEMENT PCH -BEGONIA TO CARNATION LANDSCAPE IRRIGATION PLAN & ff~ ;l).·'1•17 HARRY H. K0BZEFF RLA 1777 DATE NO. DATE DESCRIPTION OF REVISIONS DESIGNED: DRAWN: HK HK APPROVED CHECKED: DATE: JV 120915 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6063-S SHEET 11 OF 1 6 1 1JJ G) 0 z -)> < m z 1i BORE UNDER PAVING AND PROVIDE MINIMUM 24" COVER UNDER PAVING BASE, AND MINIMUM 18" COVER IN PLANTING AREAS. PULL 8 CONTROL WIRES AND COMMON WIRE WITHIN 4" PVC SCHEDULE 40 SLEEVE FROM MEDIAN PULLBOX TO PROJECT PULLBOX LOCATION SHOWN HERE. USE ONE WIRE FOR MASTER VALVE. PULL ONE COMMUNICATION CABLE IN 2" SCHEDULE 40 SLEEVE FROM EXISTING CONTROLLER TO PROJECT PULL BOX SHOWN HERE. REFER TO IRRIGATION PLAN FOR FURTHER WIRE RUN TO FLOW SENSOR. CONTROLLER WIRE PLAN CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG BASIS OF BEARINGS: BENCHMARK: SCALE: 1"=40' / PRESSURE LOSS CHART VALVE: A2 GPM: 20.1 STATIC PSI AT POC: 1" WATER METER 1 " BACKFLOW PREVENTER 1 " MASTER VALVE 1" FLOW SENSOR/ ~FIXED) 125 LF OF 1 -1 2 MAINLINE FITTINGS (2D% MAINLINE LOSS) 1-1 /2" REMOTE CONTROL VALVE LATERAL LINE LOSSES, (FIXED) ELEVATION ( +) UPHILL, (-) DOWNHILL SPRINKLER OPERATING PRESSURE: CD TOTAL SYSTEM LOSSES: SUMMARY: @ AVAILABLE STATIC PRESSURE AT POC: @ AVAILABLE DYNAMIC PRESSURE AT POC: ®x @ REQ'D SYSTEM MINIMUM DYNAMIC PRESSURE: ® RESIDUAL DYNAMIC PRESSURE: TRENCH AND PATCH WITHIN EXISTING PLANTING AREA OR BORE UNDER. COMMUNICATION WIRE WITHIN 2" PVC SCHEDULE 40 SLEEVE FROM FLOW SENSOR TO CONTROLLER LOCATION. BORE UNDER PAVING AND PROVIDE MINIMUM 24" COVER UNDER PAVING BASE, AND MINIMUM 18" ~~~"-~ @-© \ .75 CD 74.0 2.2 PSI 11.0 PSI 2.2 PSI 1.0 PSI 1.4 PSI 0.3 PSI 2.8 PSI 5.0 PSI 0.0 PSI 25.0 PSI 50.9 PSI 74.0 PSI 55.5 PSI 50.9 PSI 4.6 PSI IRRIGATION NOTES: 1. ALL WORK SHALL CONFORM TO APPLICABLE CODES. 2. T.C.L.A., INC. HAS PREPARED THESE PLANS FROM BASE INFORMATION PROVIDED BY WALDEN &: ASSOCIATES, IRVINE, CALIFORNIA. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THESE PLANS FOR ALL PERTINENT INFORMATION RELATING TO SITE CONSTRUCTION. 3. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, AND OTHER EQUIPMENT SHOWN WITHIN PAVED AREAS OR OUT OF PROPERTY BOUNDARIES ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHERE POSSIBLE. NEVER INSTALL IRRIGATION OUTSIDE OF PROPERTY LINES OR LIMITS INDICATED ON PLAN. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL ABOVE-GRADE IRRIGATION EQUIPMENT WITH THE ENGINEER PRIOR TO INSTALLATION, OR CONTRACTOR MAY BE REQUIRED TO MOVE THIS EQUIPMENT AT THE CONTRACTOR'S OWN COST. 4. DO NOT WILFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES, OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE EXISTED AT THE TIME OF THE IRRIGATION DESIGN PREPARATION. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE IMMEDIATELY. IN THE EVENT THIS NOTIFICATION IS NOT GIVEN, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY TO BRING THE SYSTEM TO A PROPER WORKING CONDITION TO THE OWNER'S SATISFACTION. 5. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL CONTROL WIRING, CONTROL WIRE SLEEVES, LATERAL AND MAINLINE PIPING, AND PIPE SLEEVING UNDER ALL PAVED AREAS PER PLAN, PRIOR TO PAVING. ALL SLEEVING SHALL BE PVC SCHEDULE 40 PIPE AND BE A MINIMUM TWICE THE ENCLOSED PIPE SIZE AND 1-1 /2" MINIMUM DIAMETER. 6. 120 V.A.C. ELECTRICAL POWER IS EXISTING TO THE CONTROLLER LOCATION. 7. THE IRRIGATION SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE AND THE MAXIMUM FLOW DEMAND SHOWN ON THE DRAWINGS AT THE POINT OF CONNECTION. THE IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCES BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING THE IRRIGATION POINT OF CONNECTION TO THE ENGINEER. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO THE START OF THE IRRIGATION SYSTEM CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL ACQUIRE FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY TO BRING THE SYSTEM TO A PROPER WORKING CONDITION. 8. THE HYDRAULIC CALCULATIONS FOR THIS IRRIGATION SYSTEM HAVE BEEN ESTABLISHED USING THE MATERIALS AS SPECIFIED ON THIS PLAN. SUBSTITUTIONS MADE TO THE MATERIALS BY THE CONTRACTOR WITHOUT PREVIOUS ACCEPTANCE BY THE LANDSCAPE ARCHITECT SHALL PLACE ALL LIABILITY OF THE IRRIGATION SYSTEM ONTO THE IRRIGATION CONTRACTOR. NO SUBSTITUTIONS OF EQUIPMENT WILL BE ACCEPTABLE WITHOUT PRIOR WRITTEN APPROVAL BY THE LANDSCAPE ARCHITECT. THE IRRIGATION CONTRACTOR SHALL BE REQUIRED TO REMOVE AND REPLACE ALL SUBSTITUTED EQUIPMENT WITH SPECIFIED EQUIPMENT IF SO ORDERED BY THE ENGINEER. 9. INSTALL ALL MATERIALS AND EQUIPMENT AS SHOWN IN THE DETAILS. USE TEFLON TAPE ON ALL PVC MALE PIPE THREADS ON ALL SPRINKLER SWING JOINT AND VALVE ASSEMBLIES. 10. REFER TO SPECIFICATIONS FOR SUBMITTALS, INSPECTIONS AND OTHER APPLICABLE INFORMATION. 11. THE EMITTERS SELECTED REPRESENT THE BEST ESTIMATE FOR WATER FLOWS BASED ON THE PLANT TYPE, SIZE, WATER USE AND MICROCLIMATE. FIELD ADJUSTMENTS MAY BE REQUIRED DEPENDING ON PLANT PERFORMANCE. CONTRACTOR SHALL ADJUST VALVE TIMING AND PROGRAM START TIMES AS REQUIRED FOR BEST GROWTH RESULTS. 12. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL BUBBLER HEADS FOR OPTIMUM PERFORMANCE. THIS SHALL INCLUDE SELECTING THE BEST OPERATING PRESSURE FOR EACH SYSTEM. 13. ALL BUBBLER HEADS SHALL BE SET PERPENDICULAR TO THE FINISH GRADE OF THE AREA TO BE IRRIGATED. 14. FLUSH ALL LATERAL LINES WITH VALVE ASSEMBLIES INSTALLED, PRIOR TO NOZZLE AND/OR EMITTER INSTALLATION. INSTALL NOZZLES AND/OR EMITTERS AFTER FLUSHING. 15. ALL MAINLINE, LATERAL LINES AND HEADS SHALL BE LOCATED A MINIMUM OF TWO (2) FEET FROM EDGE OF CURB AND ANY OTHER IMPERVIOUS SURFACES. 1 6. FOR TECHNICAL ASSISTANCE WITH CENTRAL CONTROL SYSTEM EQUIPMENT OR OPERATION, CONTACT MR. SCOTT KYLE AT RAINMASTER, (949) 212-8013. 1 7. TIHE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PUWNG ALL CONTROL AND COMMON WIRE TIHROUGH CONDUIT FROM CONTROLlER LOCATION TO VALVES. 18. ALL FITTINGS AND NIPPLES SHALL BE SCHEDULE 80. NOTES: 1. CONTRACTOR SHALL BE RESPONSIBLE TO REPLACE IN KIND AND SIZE ALL PLANTS AND OR TREES DAMAGED BY WORK WITHIN EXISTING PLANTING AREAS TO THE SATISFACTION OF THE ENGINEER. BORE PIPE UNDER EXISTING CONCRETE PAVING PULL 8 CONTROL WIRES AND COMMON 2. CONTRACTOR SHALL BE RESPONSIBLE TO REPLACE OR REPAIR ANY AND ALL IRRIGATION EQUIPMENT AND/OR PIPES TO ITS ORIGINAL CONDITION TO THE SATISFACTION OF THE ENGINEER. I TCLA,Inc. LANDSCAPE ARCHITECTURE -ENVIRONMENTAL DESIGN □ CORPORATE OFFICE: JOSEPH A. VARONIN A.S.LA. CA#1737 27906 SMYTH DRIVE, VALENCIA, CALIFORNIA 91355 & (PH) 661-702-1011 (FX) 661-702-0293 ■ ORANGE COUNTY OFFICE: 22792 CENTRE DRIVE, LAKE FOREST, CA 92630 (PH) 949-250-1615 (FX) 949-250-1801 tf ~If I /J.' 'I ' t 7 HARRY H. KOBZEFF RLA 1777 DATIE I WIRE WITHIN 4" PVC SCHEDULE 40 SLEEVE FROM PULLBOX TO PROJECT LOCATION. BORE UNDER PAVING AND PROVIDE MINIMUM 24" COVER UNDER PAVING BASE, AND MINIMUM 18" COVER IN PLANTING AREAS. COMMUNICATION WIRE w1\H~' 2" Five scHEDULE 40 SLEEVE rno'M~Low '1 ENsoR TO CONTROLLER LOCATION. BORE I NDER PAVING AND PROVIDE MINI ! UM 24" •OVER UNDER PAVING BASE, AND INIMUM 1 B" COVER IN PLANTING .c,A,..,,R,,,,..., TRENCH AND PATCH WITHIN EXISTING PLANTING AREA OR BORE UNDER. 3. CONTRACTOR SHALL INSTALL ALL WIRE SPLICES PULL 8 CONTROL WIRES AND COMMON WIRE WITHIN 4" PVC SCHEDULE 40 SLEEVE FROM PULLBOX TO PROJECT LOCATION. BORE UNDER PAVING AND PROVIDE MINIMUM 24" COVER UNDER PAVING BASE, AND MINIMUM 18" COVER IN PLANTING AREAS. WITHIN PULL BOXES FOR MAINTENANCE ACCESS. NO SPLICES SHALL OCCUR WITHOUT A PULLBOX. EXISTING VALVE BOX CONTAINING EIGHT (8) CONTROLLER WIRES, AND ONE (1) COMMON WIRE. USE ONE WIRE FOR NEW MASTER VALVE. EXISTING MEDIAN WATER METER, MASTER VALVE AND FLOW SENSOR. EXISTING SLEEVE RUNS &: PIPES. WIRES RUN FROM CONTROLLER TO EXISTING VALVES AND PULL BOX. EXISTING PLANTING AREA ~ ~ EXISTING CONTROLLER 'A'. CONNECT-----------~~-' /; 4" , I ALL VALVES AND FLOW SENSOR ON l!t;_A; :I :2[";v'l':!11~5L.et::>.1Ja:::::::------------ THIS PROJECT TO THIS CONTROLLER -IJ",'I.· "- DSC OBZ;: l 1 -,.> -.... T , -_-. ~ ~ --J =c: I. "._; :.-I 8-.)1-16 & ... 01 bo /:Z •'l -1 ,r.,,, --~"~ 1tz:: 01-· cr-..ww:- NO. ~ DESIGNED: DRAWN: HK HK DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: JV 120915 ~ ~ C-6382 CORONA DEL MAR ENTRY ENHANCEMENT PCH-BEGONIA TO CARNATION LANDSCAPE IRRIGATION NOTES AND CALCULATIONS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6063-S SHEET 12 OF 16 LIMIT OF ORK w ::::) z LU > <( <( z 0 (9 LU ID 1 \ 8-ALO RUD 1 GALLON / 1-DAS WHE 5 GALLON 2-AGA ATT 5 GALLON 1-THA INS 6-SES AUT 5 GALLON 5 GALLON 1-THA INS 6-CAR TUM 5 GALLON 5 GALLON 1-DAS WHE 5 GALLON r--_ ----_J ---- ROTHSCHILD'S CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG ----- BASIS OF BEARINGS: BENCHMARK: 9-ALO RUD GALLON 3-HES PAR u-'t-:,..c±::j GALLON 4-CAR TUM 5 GALLON 5-AGA GEM~~ 1 GALLON 6-CAR TUM 1 AGA ATT 5 GALLON - 2-THA INS 5 GALLON ------7 5 GALLON I 4-SES AUT 5 GALLON Ill] 1-DAS WHE 5 GALLON 5-CAR TUM 5 GALLON 1-STR REG 5 GALLON 2-HES PAR 5 GALLON 8-SES AUT 5 GALLON 3-HES PAR 5 GALLON 2-THA INS 5 GALLON 4-DIA TAS 5 GALLON WINE GALLERY PLANTING NOTES: FARMER AND MERCHANTS BANK 1. ALL WORK SHALL CONFORM TO APPLICABLE LOCAL CODES. 2. ALL PLANT LOCATIONS ARE DIAGRAMMATIC. ACTUAL LOCATIONS SHALL BE VERIFIED WITH THE ENGINEER PRIOR TO PLANTING. 3. ALL PLANT MATERIAL WITHIN A SPECIES SHALL HAVE SIMILAR SIZE, AND SHALL BE OF A FORM lYPICAL FOR THE SPECIES. ANY PLANT DEEMED UNACCEPTABLE BY THE ENGINEER SHALL BE IMMEDIATELY REMOVED FROM THE SITE AND SHALL BE REPLACED WITH AN ACCEPTABLE PLANT OF LIKE lYPE AND SIZE AT THE CONTRACTOR'S OWN EXPENSE. ANY MATERIAL APPEARING TO BE UNHEALTHY, EVEN IF DETERMINED TO STILL BE ALIVE, SHALL NOT BE ACCEPTED. THE ENGINEER SHALL BE THE SOLE JUDGE AS TO THE ACCEPTABILllY OF PLANT MATERIAL. 4. THE CONTRACTOR SHALL TAKE EXTREME CARE NOT TO DAMAGE ANY EXISTING PLANT MATERIAL. ANY PLANT MATERIAL DAMAGED BY THE CONTRACTOR SHALL BE REPLACED WITH ONE OF THE SAME lYPE AND SIZE AT THE CONTRACTOR'S OWN EXPENSE, AS ACCEPTABLE TO THE ENGINEER. 5. THE CONTRACTOR SHALL BE AWARE OF EXISTING AND PROPOSED UTILITIES, AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE UTILITIES AND OR ANY INJURY TO ANY PERSON. 6. THE CONTRACTOR SHALL MAINTAIN THE PROJECT IN A HEALTHY AND WEED-FREE CONDITION FOR A NINElY (90) DAY LANDSCAPE ESTABLISHMENT AND MAINTENANCE PERIOD. 7. TREES SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR. 8. CONTRACTOR SHALL LAYOUT ALL PLANTS IN THEIR ORIGINAL CONTAINERS ON SITE FOR APPROVAL OF THE ENGINEER. PLANT PITS MAY ONLY BE DUG AFTER APPROVAL OF PLANT LOCATIONS BY THE ENGINEER. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. 9. ALL SHRUBS OF ANY SPECIES SHALL ALL BE PURCHASED FROM ONE NURSERY TO AVOID DIFFERING VARIElY MIXES. 10. ALL SHRUBS AND/OR SUCCULENT PLANTS SHALL BE PLANTED NO CLOSER THAN 24" TO THE BACK OF CURB OR TREE ROOT BALL UNLESS OTHERWISE SHOWN ON PLAN. 11. ALL SHRUB PLANTING AREAS SHALL RECEIVE A 3" DEEP SURFACE LAYER OF NITROGEN FORTIFIED SHREDDED TREE AND PLANT MATERIAL MULCH. THE MULCH SHALL CONSIST OF ''TV400" MULCH AS MANUFACTURED BY TIERRA VERDE, IRVINE, CALIFORNIA; (800) 792-5983. PROVIDE DEPTH OF 3" MINIMUM OVER FINISH GRADE IN GENERAL PLANTING AREAS, AND 1" DEPTH WITHIN WATERING BERM AROUND PLANT BASE. NO B ARE EARTH SHALL BE SHOWING THROUGH THE MULCH COVER. CURBS, WALKS, OR OTHER PAVING SHALL BE INSTALLED 1" ABOVE TOP OF MULCH COVER. PROVIDE SAMPLES OF MULCH FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. ' TCLA,Inc. LANDSCAPE ARCHITECTURE -ENVIRONMENTAL DESIGN 0 CORPORATE OFFICE: JOSEPH A. VAR0NIN A.S.LA CM1737 27905 SMYTH DRIVE, VALENCIA, CALIFORNIA 91365 & (PH) 661-702-1011 (FX) 661-702-0293 ■ ORANGE COUNTY OFFICE: 22792 CENTRE DRIVE, LAKE FOREST, CA 92630 {PH) 949-250-1615 (FX) 949-2!il-1801 ff~ ;l).·'1•17 HARRY H. KOBZEFF RLA 1777 DATE p 4 C I 11-SEN MAN 1 GALLON 3-HES PA~ -------- 5 GALLON 8-SES AUT 5 GALLON ------- ---------------15-ALO RUD --------------- 1 GALLON 7-CAR TUM 5 GALLON ------- H1G ff ------- -------13-SEN MAN 1 GALLON ------- 1-DAS WHE 5 GALLON I --1=SIB REG 3-HES PAR 5 GALLON-_ 5 GALLON -_ -_ -_ 1 0-AGA GE TRES BELLE ANTIQUES t__ 1 GALLON 7 1-THAIS 5 GALLO TREE LEGEND SYMBOL BOTANIC NAME • PHOENIX DACTYLIFERA A THE BUNGALOW RESTAURANT 2-AGA ATT 5 GALLON 1-DAS WHE 5 GALLON COMMON NAME DATE PALM _) ------- ------- 3-DIA TAS 5 GALLON ------- GOLDEN SPOON ------- ------- 1-AGA ATT 5 GALLON 5-ALO RUD 1 GALLON -AGA GEM 1 GALLON 5-ALO RUD 1 GAtllON 9-AGA 1GEM 1 GALLdN \ 191 FES OVI \ I GALLO \ \l )_DIA Ti ' 5 GALLOJ<J I 5-SES AUT I 5 GALLON I 2-HES PAR I 5 GALLON I 1-DIA TAS I 5 GALLON I 1-AGA Alif I 5 GALLON, I 8-FES OV,1"'"-'"",1'"+!'/ 1 GALLON I 3-AGA GEM'""''"' 1 GALLO~ 4-ALO RUD -- ---1-GALLON 1-HES P LIMIT OF WORK 5 GALLON 8-SES AU 5 GALLON-1+-t,--~ SIZE QTY REMARKS WUCOLS 20' BTH 5 20' BROWN TRUNK L HEIGHT LU :::) z LU > <( z 0 I- <( z 0:::: -------- --------- --------- --------- ---------- --------- PA 3-AGA GEM 1 GALLON 5-FES OVI 1 GALLON ~"1 L-~ 1 -AGA A TT 5 GALLON ~fil=----7-SES AUT II-: 5 GALLON 7-FES OVI 1 GALLON \V-llA-3-AGA GEM 1 GALLON 4-ALO RUD 1 GALLON f.. <( T O 2-DIA TAS LIMIT OF WORK 5 GALLON SHRUB AND GROUNDCOVER LEGEND WUCOLS REGION 3, SOUTH COASTAL ABBRV. BOTANICAL NAME COMMON NAME AGA GEM AGAVE GEMNIFLORA TWIN FLOWERED AGAVE AGA ATT AGAVE ATTENUATA FOX TAIL AGAVE ALO RUD ALOE RUDIKOPPE 'LITTLE GEM' LITTLE GEM ALOE CAR TUM CAREX TUMULICOLA BERKELEY SEDGE DAS WHE DASYLERION WHEELER! DESERT SPOON DIA TAS DIANELLA TASMANICA 'VARIEGATA' VARIEGATED FLAX LILY FES OVI FESTUCA OVINA 'GLAUCA' BLUE FESCUE HES PAIR HESPERALOE PARVIFLORA 'BRAKELIGHTS' RED YUCCA SEN MAN SENECIO MANDRALISCAE KLEINIA SES AUT SESLERIA AUTUMNALIS AUTUMN MOOR GRASS STR REG STRELITZIA REGINAE BIRD OF PARADISE THA INS THAMNOCHORTUS INSIGNIS THATCHING REED NO. DATE DESCRIPTION OF REVISIONS SIZE QTY 1 GALLON 40 5 GALLON 8 1 GALLON 83 5 GALLON 41 5 GALLON 5 5 GALLON 28 1 GALLON 29 5 GALLON 35 1 GALLON 24 5 GALLON 68 5 GALLON 2 5 GALLON 9 DESIGNED: DRAWN: HK HK APPROVED CHECKED: DATE: JV 120915 WUCOLS L L L M L M M VL L @ NORTH M 10' 5' 0 1 o· 20' 30' M -----L SCALE: 1"=10' C-6382 CORONA DEL MAR ENTRY ENHANCEMENT PCH -BEGONIA TO CARNATION LANDSCAPE PLANTING PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6063-S SHEET 13 OF 1 6 7 SENSOR TEFMINALBOAAD "PC.□:-:2ST' INSIDE IRRIGATION PULLBOX DETAIL DIRECTION OF FLOW • FINISH GRADE AT 1" BELOW TOP OF BOX IN TURF AREAS; 2" BELOW OF BOX IN SHRUB/GROUNDCOVER AREAS. CARSON INDUSTRIES #910-10-4B ROUND GREEN BOX MINIMUM 36" LONG PIGTAILS OF VALVE AND COMMON WIRE WITH NO SPLICES 1 CUBIC FOOT OF PEA GRAVEL RED BRICK, (4 REQUIRED) WIRE RUNS UNDER MAINLINE PIPE MAINLINE PIPING AND FITTING NOTE: HEAT BRAND "PB" ON COVER IN 2" TALL LmERS, TYPICAL SCALE: NTS ,..._ _________ NO\//l.L\/ES,REDUCERS, -------- EXAMPLE: OR EL ~OlfJJS I~ THIS AREA FOR 3' FLOW srnsoR,DIMENSION 'A' MINla..11.JM30" DIMENSION 'B'MINIMUM 15" REFER TO THE TABLE PROVIDED WITH THE FLOW SENSOR FOR CORRECT "K" AND"OFFSET' FOR YOUR APPLICATION. CWGF8108 8 RAIN MASTER lRRIM" 10 N S ¥ST IJu'IS ,. 18'1!5-103 SURVEYORA\.ENUE, SIMI I..ALLEY, CA.!BOro cfl5-527-~3 NOTE: HEAT BRAND "FS" ON COVER IN 2" TALL LmERS, TYPICAL IRRIGATION FLOW SENSOR DETAIL CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG BASIS OF BEARINGS: BENCHMARK: SCALE: NTS 5 6 (3) #4 EPOXY COATED IN FOOTING BOTH WAYS (3) #4 EPOXY COATED IN FOOTING BOTH WAYS UNE OF FOOTING BELOW #3 EPOXY COATED REBAR TIES HORIZ AT 12" o.c. EDGE OF PILASTER, TYP. ~-1 • RECESS INTO FACE OF PILASTER, FRONT AND REAR ELEVATIONS ONLY. i ~~:±=~h======~-(4) EPOXY COATED REBAR VERT AT Jl!'. CORNERS, SPREAD OUT IN FOOTING, TYPICAL L _______ _j PLAN VIEW ::l I ~I . I --! I ul 'DIMENSION MAY VARY DUE TO I PAVING GRADES 24" I SQ. • N I •• l • ·1 • t------.c-+------\· .• \'. /. ; • -< ~-.· •••. ........ . . _. .: ...... -.... _ ..... " 3 3 1'-6" ADJACENT PAVING, SEE PLAN 36" SQ. PIP CONCRETE PILASTER WITH NATURAL COLOR AND MEDIUM SANDBLAST FlNISH. PROVIDE 1 /2" RADIUS AT TROWELED CORNERS, AND 3/4" BEVELS AT FORMED SIDES AND BOTTOM CORNERS, TYPICAL SLOPE TOP TO DRAIN. #3 EPOXY COATED REBAR TIES HORIZ AT 12" MIN. O.C. (4) #4 VERT. AT CORNERS, 3" CLR FROM SIDES. 1" DEEP BEVELED RECESS AT FRONT AND REAR OF PILASTER ONLY SEATWALL SHOWN BEYOND FlNISH GRADE '#3 DOWEL, MIN. 6" INTO WALL AND PAYING CONCRETE FOOTING COMPACTED SUBGRADE EPOXY COATED #4 REBAR AT 15" 0.C. BOTH WAYS NOTE: 1. PROVIDE OWNER SAMPLES OF FINISHES FOR APPROVAL PRIOR TO INSTALLATION. POUR IN PLACE CONCRETE PILASTER SCALE: 1/2"=1'-0" • co PIP CONCRETE PILASTER WITH NATURAL COLOR AND MEDIUM SANDBLAST FlNISH. PROVIDE 1/2" RADIUS AT TROWELED CORNERS, AND 3/4" BEVELS AT FORMED SIDES AND BOTTOM CORNERS, TYPICAL SLOPE TOP TO DRAIN. 1 • DEEP BEVELED RECESS AT FRONT AND REAR OF PILASTER ONLY INSTALL SMOOTH SACK FINISH AT TOP OF WALL 16" AVERAGE HEIGHT POUR IN PLACE CONCRETE SEAT WALL. ANTI-SKATEBOARD GUARDS, AT 36" O.C. TYP. RECESS AT BOTTOM OF WALL FlNISH SURFACE NOTE: 1. PROVIDE OWNER SAMPLES OF FlNISHES FOR APPROVAL PRIOR TO INSTALLATION. 2. INSTALL "ANTI-SKATEBOARD" GUARDS ONTO SEATWALL PER ENGINEER'S DIRECTION. PILASTER -SEATWALL ELEVATION TCLA,Inc. SCALE: 1/2"=1'-0" LANDSCAPE ARCHITECTURE -ENVIRONMENTAL DESIGN □ CORPORATE OFFICE: JOSEPH A. VARONIN A.S.LA. CA#1737 27906 SMYTH DRIVE, VALENCIA, CALIFORNIA 91355 & (PH) 661-702-1011 (FX) 661-702-0293 ■ ORANGE COUNTY OFFICE: 22792 CENTRE DRIVE, LAKE FOREST, CA 92630 (PH) 949-250-1615 (FX) 949-250-1801 tf ~If JI).' 'I ' 1 f"' HARRY H. KOBZEFF RLA 1777 DATE <I ~---POLYSULPHIDE MASTIC CAULKING TO MATCH CONCRETE COLOR INSTALL PER MANUFACTURER'S SPECIFICATIONS 1 /2" BITUMINOUS FELT EXPANSION JblNT MATERIAL ~--#3 EPOXY REBAR X 18" AT C.L. OF SLAB 24" O.C. ALONG EXPAN- SION JOINTS. PROVIDE SLEEVE ON ONE SIDE. CONCRETE PAVING, SEE PLAN FOR COLOR AND FINISH REBAR IN SLAB SEE DETAIL 2, THIS SHEET 3 EXPANSION JOINT DETAIL SCALE: 1-1/2"=1'-0" ADJACENT PAVING, SEE PLAN PIP CONCRETE WALL WITH NATURAL COLOR ANO MEDIUM SANDBLAST FINISH. PROVIDE 1 /2" RADIUS AT TROWELED CORNERS, AND 3/4" BEVELS AT FORMED BOTTOM CORNERS, TYPICAL TOP OF WALL SHALL RECEIVE A SMOOTH SACK FlNISH FOR SEATING (2) #4 EPOXY COATED REBAR CONT HORIZ AT 8" MIN. O.C. :iF----~(2) #4 VERT. AT 12" O.C. 3" CLR FROM SIDES. #3 DOWEL, MIN. 6" INfO WALL AND PAYING -----"I0NCRETE FOOTING COMPACTED SUBGRADE EPOXY COATED #4 REBAR AT 24" O.C. NOTE: 1. PROVIDE OWNER SAMPLES OF FINISHES FOR APPROVAL PRIOR TO INSTALLATION. 2. INSTALL "SUREBOND" SEALANT TO ALL SEATWALLS ANO PILASTERS. 4 POUR IN PLACE CONCRETE SEATWALL SCALE: 1/2"=1'-0" DSC OBZ;: l 1 ,.> -.... T , -_-. ~ ~ --J =c: I. "._; :..-I 8-.)1-16 1&,.,,01 bo /:Z •'l -1 ,P;, ~_-,::' ~ 1tz:: o,.-cr,._Ww:, NO. DATE DESCRIPTION OF REVISIONS APPROVED 1 2 DESIGNED: HK CHECKED: JV ·;:4 • I I . ---,.--=TTT 6" 1/2"R AT EXPOSED EDGES FINISH SHALL BE NON-SLIP, REFER TO PLAN FOR TEXTURES AND COLORS #3 EPOXY COATED REBAR AT 24" O.C. BOTH WAYS AT CENTER OF SLAB. 4" DEEP CONCRETE SLAB . NOTE: 1. LOCATE EXPANSION CONTROL JOINTS PER PLAN. 2. CONTRACTOR SHALL SUBMIT SAMPLES OF FINISHES TO OWNER FOR APPROVAL PRIOR TO INSTALLATION . CONCRETE PAVING SCALE: 1-1/2"=1'-0" 1/2" (TYP) 4 • DEEP SCORED CONCRETE PAYING. SEE PLAN. COLD JOINT #4 EPOXY COATED REBAR AT CENTER OF SLAB. EXTEND A MIN. 6" INTO ADJACENT PAVING OR WALL AT 24" O.C. CONCRETE BANDING, SEE PLAN #3 EPOXY COATED REBAR, CONf. SEAT WALL OR ADJACENT CONCRETE PAVING, SEE PLAN l~--r-fa~/~-~;:::::'.,.::::::j~_ POLYSULPHIOE MASTIC CAULKING TO MATCH • U~ 1~1 I 1ill -". CONRETE COLOR. INSTALL PER MANUFACTURER'S SPECIFI-CATONS. 1 /2" BITUMINOUS FELT EXPANSION JOINT MATERIAL COMPACTED SUBGRADE NOTE: 1. SEE PLAN FOR COLOR AND TEXTURE. 2. SEE PLAN FOR EXPANSION JOINT LOCATIONS. 12" CONCRETE BAND DETAIL SCALE: C-6382 1-1/2"=1'-0" CORONA DEL MAR ENTRY ENHANCEMENT PCH-BEGONIA TO CARNATION LANDSCAPE CONSTRUCTION DETAILS DRAWN: CITY OF NEWPORT BEACH R-6063-S HK DATE: PUBLIC WORKS DEPARTMENT SHEET 14 OF 16 12 09 15 7 8 ~-LATERAL LINE TO VALVES .,----SCH 80 PVC MALE ADAPTER .,---CARSON INDUSTRIES 12" RECTAGULAR VALVE BOX #1419-12-48 WITH LOCKABLE LID. 2" ABOVE FINISH GRADE. PROVIDE EXTENSIONS AS REQ'D. WATERPROOF WIRE CONNECTORS i~c-PROVIDE 36" LONG EXPANSION -CURLS ------"&:17T UNION REMOTE CONTROL VALVE WITH HANDLE PVC SCHEDULE 80 NIPPLES lYP. ----RED BRICK lYPICAL, 4 REQUIRED --1!----PRESSURE MAINLINE SXSXT ~~==;;g_ __ FITTING "'-COMMON AND CONTROL WIRES NOTE: HEAT BRAND CONTROLLER & VALVE NUMBER ON COVER IN 2" TALL LETTERS, lYPICAL REMOTE CONTROL VALVE SCALE: NTS 6" .,---POP-UP MICRO-SPRAY HEAD, 2" ABOVE FINISH GRADE, FLUSH TO ADJACENT PAVING. ~--FINISH GRADE I I II ",r---------,,,..,1 I I I I I I I I I I I I I I I I I I f-" ~~--1 --CURB OR PAVING -1 I I I I I 11111111, . I I I- • I 1- ---PVC SCH-80 NIPPLE .-----PVC SCH-40 TxT 90 DEGREE ELL --------PVC SCH-40 STREET ELL .....___ PVC LATERAL LINE AND FITTING ~---PVC SCH-40 STREET ELL MICRO-SPRAY HEAD DETAIL CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG BASIS OF BEARINGS: BENCHMARK: SCALE: NTS 5 6 z :::. . z ---------FINISH GRADE 6" 6" IN. (NTS) MIN. ,----BLUE POTABLE WATER IDENTIFIER TAPE OVER MAINLINE ONLY. CURB OR PAVING EDGE ~:::0----+.---r--r+-J..-,h---,-,==rn==n ~ .w w "' 1/l <( < [D (:> z a:: -w>-oz z :'5 ::, o_ ·z z_ ::!' . z ':,,i-:::. N ' <Xl TRENCH DETAIL .....__ __ 2" DEEP CLEAN, APPROVED BACKFILL MATERIAL SCALE: NTS --------PAVING MATERIAL ~ __.----FINISH GRADE BASE MATERIAL IF REQUIRED NATIVE SURROUNDING SOIL CLEAN BACKFILL SOIL COMPACTED TO MATCH NATIVE SURROUNDING SOIL SAND BACKFILL AROUND PIPES WIRE IN SEPARATE SLEEVE PIPE PRESSURE MAINLINE IN SLEEVE OR NON-PRESSURE LATERAL LINE/TUBING EITHER IN SLEEVE OR NOT PER PLAN. TRENCHING DETAIL/ SLEEVES TCLA,Inc. SCALE: NTS LANDSCAPE ARCHITECTURE -ENVIRONMENTAL DESIGN □ CORPORATE OFFICE: JOSEPH A. VARONIN A.S.LA. CA#1737 27906 SMYTH DRIVE, VALENCIA, CALIFORNIA 91355 & (PH) 661-702-1011 (FX) 661-702-0293 ■ ORANGE COUNTY OFFICE: 22792 CENTRE DRIVE, LAKE FOREST, CA 92630 (PH) 949-250-1615 (FX) 949-250-1801 tf ~If I /J.' 'I ' t 7 HARRY H. KOBZEFF RLA 1777 DATE ,,------CARSON INDUSTRIES #910-10-48 ROUND GREEN BOX WITH LOCKABLE LID. --FINISH GRADE PRESSURE REGULATOR PVC MALE ADAPTER 8" MINIMUM LATYER OF PEA GRAVEL MAINLINE PIPING RED BRICK lYPICAL, 4 REQUIRED 3 PRESSURE REGULATOR IN BOX SCALE: NTS 4 MASTER VALVE DSC OBZ;: l 1 ,.> -.... T , -_-. ~ ~ --J =c: I. "._; :..-I 8-.)1-16 1&,.,,01 bo /:Z •'l -1 ,r_.,, ".:----.::'~ 1tz:: o,.-cr,._Ww:, NO. DATE NOTE: PROVIDE 36" LONG EXPANSION CURLS RECTAGULAR VALVE BOX #1419-12-4B WITH LOCKABLE LID. 2" ABOVE FINSH GRADE. PROVIDE EXTENSIONS AS REQ'D. " -~~-~ CARSON INDUSTRIES, GREEN 12" WATERPROOF WIRE CONNECTORS TO IRRIGATION SYSTEM VALVES REMOTE CONTROL MASTER VALVE PRESSURE MAINLINE -----VALVE WIRES TO CONTROLLER, INSTALL MASTER VALVE WIRES PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE 36" EXPANSION LOOP. 6" MINIMUM LAYER OF PEA GRAVEL RED BRICK lYPICAL, 4 REQUIRED NOTE: HEAT BRAND "MV" ON COVER IN 2" TALL LETTERS, lYPICAL DESCRIPTION OF REVISIONS SCALE: NTS APPROVED 1 2 DESIGNED: HK CHECKED: JV -------CARSON INDUSTRIES 1 O" ROUND VALVE BOX #910-10-48 WITH LOCKABLE LID. 2" ABOVE FINISH GRADE. ---FINISH GRADE EXTENSIONS AS REQ'D. ,,--BRASS BALL VALVE PVC SCH 80 MALE ADAPTER PROVIDE 1 "-2" AIR SPACE BTWN BOTTOM OF VALVE AND TOP OF ROCK. ---8" MINIMUM LAYER OF PEA GRAVEL RED BRICK lYPICAL, 4 REQUIRED NOTE: HEAT BRAND "BV" ON COVER IN 2" TALL LETTERS, lYPICAL BALL VALVE DETAIIL SCALE: NTS _,.,---FINISH GRADE .,,---CARSON INDUSTRIES 1 O" ROUND VALVE BOX #910-10-4B WITH LOCKABLE LID. 2" ABOVE FINISH GRADE. _,---QUICK COUPLING VALVIE WITH RUBBER CAP ._,----RED BRICK, (4 REQUIRED) .,,---1 CUBIC FOOT OF PEA GRAVEL '"-'-'..,-,," ~--BRASS NIPPLE ;.,.....---BRASS 90 DEGREE STREET ELL ,..---BRASS 90 DEGREE STREET ELL ,,---6" BRASS NIPPLE ~-MAINLINE PIPING AND FITTING NOTE: HEAT BRAND "QC" ON COVER IN 2" TALL LETTERS, TYPICAL QUICK COUPLING VALVE SCALE: C-6382 NTS CORONA DEL MAR ENTRY ENHANCEMENT PCH-BEGONIA TO CARNATION LANDSCAPE CONSTRUCTION DETAILS DRAWN: CITY OF NEWPORT BEACH R-6063-S HK DATE: PUBLIC WORKS DEPARTMENT SHEET 15 OF 16 12 09 15 CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG BASIS OF BEARINGS: BENCHMARK: TCLA,Inc. LANDSCAPE ARCHITECTURE -ENVIRONMENTAL DESIGN □ CORPORATE OFFICE: JOSEPH A. VARONIN A.S.LA. CA#1737 27906 SMYTH DRIVE, VALENCIA, CALIFORNIA 91355 & (PH) 661-702-1011 (FX) 661-702-0293 ■ ORANGE COUNTY OFFICE: 22792 CENTRE DRIVE, LAKE FOREST, CA 92630 (PH) 949-250-1615 (FX) 949-250-1801 tf ~If JI).· 'I ' 1 f" HARRY H. K0BZEFF RLA 1777 DATE PLANT 3" EARTH WATERING BASIN, ROOT BALL -TOP SHALL BE 1" HIGHER THAN FINISH GRADE. BACKFILL -AMEND ONLY PER SOILS REPORT FOR TREES AND SHRUBS. SEE SPECIFICATIONS. 3" MULCH LAYER PER PLAN (1" THICK WITHIN BASIN). FINISH GRADE. e-0~ -=1-411 c.!.Ll!]l:_ 1----NATIVE SOIL, RIPPED AND FINISH =· • GRADED SMOOTH. 51-'1,-------1 'rr#,,,-~~ 11=- I 'I ~_II,,. II. NOTES: 1. SCARIFY SIDES OF PLANT PIT PRIOR TO SETTING PLANT. 3 2X ROOTBALL DIAMETER, MIN. SHRUB DETAIL - ---------TIE FRONDS PRIOR TO PLANTING WITH ORGANIC TWINE 4 PALM DETAIL DSC OBZ;: l 1 ,.> -.... T , -_-. ~ ~ --J =c: I. "._; :..-I 8-.)1-16 1&,.,,01 bo /:Z •'l -1 ,P;, ".:----.::'~ 1l'z:: o,.-cr,._Ww:, NO. DATE PALM TREE, REFER TO PLAN PALM TRUNK TO BE PLUMB VERTICALLY ROOT BALL 2" LAYER OF MULCH BACKFILL OF 100% WASHED PLASTER SAND WATER BASIN FINISH GRADE GRAVEL SUMP UNDER TREES ONLY UPON RECOMMENDATION BY SOILS LABORATORY. PALM TREE DRAINAGE IS CRUCIAL. THE CONTRACTOR SHALL BE SURE THE AGRONOMIST PROVIDES SUMP SPECIFICATIONS WITH THE SOILS TESTS IF NECESSARY. DESCRIPTION OF REVISIONS SCALE: NTS SCALE: NTS APPROVED 1 2 DESIGNED: HK CHECKED: JV STEP 1 STEP 2 STEP 3 STEP 4 l 00 r-~1 A OCKING FINGERS STEP 1 STRIP BOTH WIRES. TWIST STRAND AROUND RIGID STRAND OVER HALF THE LENGTH OF STRIPPED WIRES. STEP 2 FOLD THE OTHER HALF OF THE RIGID STRAND OVER TWISTED STRAND AS SHOWN. STEP 3 INSERT THE TWISTED SPLICE INTO THE "Y" ELECTRICAL SPRING CONNECTION AND TWIST OVER WIRE STRANDS IN A CLOCKWISE DIRECTION. STEP 4 INSERT THE CONNECTOR INTO THE GEL-FILLED DIRECT BURY SPLICE KIT. PUSH PAST THE LOCKING FINGERS TO SECURE CONNECTOR INSIDE TUBE. STEP 5 POSITION ALL THE WIRES THROUGH THE DEDICATED INSULATOR CHANNELS AND SNAP INSULATOR TUBE COVER CLOSED. NOTE: FOR USE WITH 3M DBY-6/DBR-6 WIRE CONNECTORS ALL SPLICES SHALL OCCUR WIITHIN BOXES. WIRE SPLICING DETAIL SCALE: NTS ~-----END GAP, HAND Tl6HT ~-----BUBBLER HEAD ~-FINISH 6RADE, I" BELOH GAP IN TURF, 2" IN SHRUB/6ROUND GOVER AREAS ~f~=~======~~-PVG SCH 00 NIPPLE, TYPICAL n:..--llt ADJJSTABLE SPRIN6 TYPE CHECK VALVE (5-14 PSI RAN6EJ i.-t-111' PVC ELL '--------PROVIDE HOLE TO FIT LATERAL AND BUBBLER ASSEMBLY LATERAL LINE PALM TREE BUBBLER DETAIL SCALE: C-6382 NTS CORONA DEL MAR ENTRY ENHANCEMENT PCH-BEGONIA TO CARNATION LANDSCAPE CONSTRUCTION DETAILS DRAWN: CITY OF NEWPORT BEACH R-6063-S HK DATE: PUBLIC WORKS DEPARTMENT SHEET 16 OF 16 12 09 15