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Home My WebLink AboutR_6056_SCITY OF COSTA MESA JOHN WAYNE > AIRPORT if C ~"'t< -5' 0,¥ CITY OF IRVINE -# PUBLIC WORKS DEPARTMENT IRVINE AVENUE PAVEMENT AND MEDIAN REHABILITATION C-5869 C....., __ ) PROJECT LOCATION APPROVED:_-<l2~4~• D'--/,IIC..!4-J~<C....l..<~~--- PUBLIC WORKS DIRECTOR R.C.E. NO. 47961 DATE: VICINITY MAP APPROVED: ~ ~ NOT TO SCALE DATE: 1/'l'f-/t't:, ABBREVIATIONS AB AND. ABANDONED AB AGGREGATE BASE ARHM ASPHALT RUBBER HOT MIX ARV AIR RELIEF VALVE ACP ASBESTOS CEMENT PIPE AC ASPHALT CONCRETE BC BEGIN CURVE BCR BEGIN CURVE RETURN BVC BEQN VERTICAL CURVE Bl.I( BLOCK CB CATCH BASIN CA TV CABLE TV a CAST IRON it CENTERLJNE CNB OTY OF NEWPORT BEACH CL CLASS CLR CLEAR C&G CURB AND GUTTER E EAST /El£CTRIC EC END CURVE ECR END CURVE RETURN EVC END VERTICAL CURVE EXIST OR EX. EXISTING FLG FLANGE FE FLANGED END FL FLOW LINE FM FORCE MAIN G GAS GV GATE VALVE GB GRADE BREAK GE GROOVED END IP&T IRON PIPE AND TAG LT LEFT li!AX MAXIMUM MJ MECHANICAL JOINT MIN MINIMUM NG NATURAL GROUND N NORTH NTS NOT TO SCALE NO NUMBER OCPW ORANGE COUNTY PUBLIC WORKS OG ORIGINAL GROUND U.N.O. UNLESS NOTE OTHERWISE P.C.C. PORTLAND CONCRETE CEMENT PE PLAIN END PROP PROPOSED PB PUU. BOX R/W RIGHT OF WAY RCP REINFORCED CONCRETE PIPE RET RETAINING RT RIGHT S/0 SOUTH OF SCH SCHEDULE S SEWER SCO SEWER ClEANOUT SMH SEWER MANHOlE SHT SHEET SW SIDEWALK S SOUTH SCE SOUTHERN CALIFORNIA EDISON SQ SQUARE STL STEEL T TELEPHONE TS TRAFFIC SIGNAL W WEST /WATER W/ WITH CALL TOLL FREE Dial 811 BEFORE YOU DIG DEPUTY PD/ CITY ENNEERRC.E. NO. 61527 LIST OF DRAWINGS SHEET NO. SHEET ]JLE 1 TITLE SHEET, UST Of DRAWINGS, VICINITY MAP AND PROJECT LOCATION 2 INIDEX MAP, SYMBOLS, LEGEND AND GENERAL NOTES 3 PLAN AND PROFILE -STA. 10+00.00 TO 14+00.00 4 PLAN AND PROFILE -STA. 14+00.00 TO 19+00.00 5 PLAN AND PROFILE -STA. 19+00.00 TO 23+50.00 6 PLAN AND PROFILE -STA. 23+50.00 TO 28+00.00 7 PLAN AND PROFILE -STA. 28+00.00 TO 32+50.00 8 PLAN AND PROFILE -STA. 32+50.00 TO 37+00.00 9 PLAN AND PROFILE -STA. 37+00.00 TO 41+50.00 10 PLAN AND PROFILE -STA. 41+50.00 TO 46+00.00 11 PLAN AND PROFILE -STA. 46+00.00 TO 50+50.00 12 PLAN AND PROFILE -STA. 50+50.00 TO 54+50.00 13 PLAN AND PROFILE -STA. 54+50.00 TO 62+50.00 14 PLAN AND PROFILE -STA. 62+50.00 TO 66+99.00 15 STIRIPING PLAN 16 STIRIPING PLAN 17 STRIPING PLAN 18 STIRIPING PLAN 19 STRIPING PLAN 20 STIRIPING PLAN 21 LANDSCAPE CONSTRUCTION PLAN SHEET NO, 22 23 24 25 26 27 28 29 30 31 32 33 34 36 37 38 39 40 41 EMERGENCY TELEPHONE NUMBERS SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY AT&T TELEPHONE COMPANY CITY OF NEWPORT BEACH UTILITIES DEPARTMENT ORANGE COUNTY SANITATION DISTRICT TIME WARNER CABLE COX COMMUNICATIONS DAY !BOO~ 624-8153 800 611-1911 800 332-1321 (949) 644-3011 (714) 962-2411 (714) 542-6222 (866) 790-5521 NIGHT (949) 644-3717 SHEET ]JLE LANDSCAPE CONSTRUCTION PLAN LANDSCAPE CONSTRUCTION PLAN LANDSCAPE CONSTIRUCTION PLAN LANDSCAPE CONSTIRUCTION PLAN LANDSCAPE CONSTIRUCTION PLAN LANDSCAPE IRRIGATION PLAN LANDSCAPE IRRIGATION PLAN LANDSCAPE IRRIGATION PLAN LANDSCAPE IRRIGATION PLAN LANDSCAPE IRRIGATION PLAN LANDSCAPE IRRIGATION PLAN LANDSCAPE IRRIGATION LEGEND AND DETAILS LANDSCAPE PLANTING PLAN LANDSCAPE PLANTING PLAN LANDSCAPE PLANTING PLAN LANDSCAPE PLANTING PLAN LANDSCAPE PLANTING PLAN LANDSCAPE CONSTRUCTION DETAILS LANDSCAPE CONSTRUCTION DETAILS UPPER NEWPORT BAY PROJECT LOCATION LOCATION MAP NOT TO SCALE BASIS OF BEARINGS: PLANS PREPARED BY: 118 West Lime A venue Momovia, CA 91016 Phone: 626.357.0588 Fax: 626.303.7957 THE BEARINGS SHOWN HEREON ARE BASED UPON THE BEARING BETWEEN O.C.S. HORIZONTAL CONTROL STATION GPS NO. 6171 AND STATION GPS NO. 6207 BEING NORTIH 26"26'28" EAST, PER RECORDS ON FILE IN TIHE OFFICE OF TIHE COUNTY SURVEYOR. BENCHMARK: TIHE ELEVATIONS SHOWN HEREON ARE BASED UPON TIHE COUNTY OF ORANGE BENCH MARK NO. 3E-118-71, DATE 1995. ELEVATION = 71,459 FEET, (NGVD 88) Civil. Water, Wastewater, Drainage. and Tran.~portation Engineeri11.g Con:,;truCJion M arwgement • Surveying California • Arizona Web: www.civiltec.com DA TE: L\.-t !; • I<,, DATE: CONSTRUCTION NOTES PROTECT IN PLACE. REMOVE AND REPLACE EXISTING SIDEWALK PER NEWPORT BEACH STD. 180-L REMOVE AND REPLACE EXISTING SIDEWALK RAMP WITIH ADA COMPLIANT RAMP PER NEWPORT BEACH STD. 181-L . © REMOVE EXISTING BOMANITE STAMPED CONCRETE FROM MEDIAN. ® REMOVE AND REPLACE EXISTING DAMAGED GUARDRAIL POST (ONLY) PER CAL TRANS STANDARD PLAN RSP A77L1. CITY TO DETERMINE WHICH POSTS ARE TO BE REPLACED IN FIELD. © REMOVE AND REPLACE EXISTING DRIVEWAY PER NEWPORT BEACH STANDARD DRAWING NO. 162-L, TYPE 1. 0 REMOVE AND REPLACE EXISTING CROSS GUTTER PER NEWPORT BEACH STANDARD PLAN RSP A77L1 JOIN EXISTING GUTTER FLOW LINES. @ GRIND 2.5" OF EXISTING ASPHALT PER TIHE SPECIFICATIONS. REMOVE EXISTING PAVEMENT FABRIC AT 2" DEPTIH (TYP.) AND CAP TO FINISHED SURFACE WITIH ARHM PAVEMENT. ® INSTALL MIDWEST GUARD RAIL SYSTEM ENDING, TYPE 12BB PER CALTRANS STANDARD PLAN RSP A77Q4 @ REMOVE AND RECONSTRUCT STREET SECTION PER DETAIL 1 DN SHEET 12. @ ADJUST EXISTING SEWER MANHOLE FRAME, REPLACE RING AND COVER TO GRADE PER NEWPORT BEACH STANDARD NO. 111-L @ ADJUST EXISTING STORM DRAIN MANHOLE FRAME, REPLACE RING AND COVER TO GRADE PER NEWPORT BEACH STANDARD NO. 111-L 13 ADJUST EXISTING VALVE CAN TO GRADE PER NEWPORT BEACH STANDARD NO 511-L 14 REMOVE EXISTING PCC CONCRETE FROM MEDIAN. 15 FURNISH AND INSTALL HYDRANT MARKER PER NEWPORT BEACH STANDARD NO. 902-L 16 INSTALL 2" IRRIGATION SERVICE WITIH REDUCED PRESSURE PRINCIPAL BACKFLOW DEVICE PER NEWPORT BEACH STANDARD NO. 503-L AND 520-L-A. 17 REMOVE EXISTING PCC CURB AND GUITTR FROM CROSSWALK. 18 CONSTIRUCT CURB AND GUITTR PER NEW PORT BEACH STANDARD DRAWING NO. 183-L,TYPE "C" .. 19 REMOVE EXISTING PCC MOWER RAMP FROM MEDIAN. 20 INSTALL 6" MEDIAN SUB-DRAIN PER DETAIL 1 ON SHEET 14. 23 EXISTING MEDIAN CONCRETE TO REMAIN. 24 SAWCUT, REMOVE EXISTING AC TO FULL DEPTIH. REPLACE AC TO EXISTING TIHICKNESS +1". 25 TIE-OUT AND RECORD EXISTING SURVEY MONUMENTS PER OCPW REQUIREMENTS PRIOR TO CONSTIRUCTION. SET SURVEY MONUMENTS PER NEWPORT BEACH STANDARD NO. 116-L AND RECORD PER OCPW REQUIREMENTS POST CONSTRUCTION. @ PAINT TYPICAL BIKEWAYS (BIKE LANES) DOUBLE LINE MARKINGS PER SPPWC 2012, STANDARD PLAN 170-0, DETAIL 39. @ PAINT TYPE II (L) ARROW MARKING PER SPPWC 2012, STANDARD PLAN 171-0. @ PAINT BIKE LANE ARROW MARKING PER SPPWC 2012, STANDARD PLAN 171-0. Q3l PAINT ROAD LANE-DROP MARKING PER SPPWC 2012, STANDARD PLAN 170-0, DETAIL 39A. @ PAINT ELONGATED LETTERS MARKING PER SPPWC 2012, STANDARD PLAN 171-0. @ PAINT 12" CROSSWALK MARKING PER SPPWC 2012, STANDARD PLAN 174-0 CASE II. @ PAINT 8" DIAGONAL MARKING AT 45" ANGLE AT 10 FEET INTERVAL PER SPPWC 2012, STANDARD PLAN 170-0 DETAIL 38A. @ PAINT EDGE UNE PER CALIFORNIA MUTCD 2014, FIGURE 3A-105(A), DETAIL 27. @ INSTALL 18"x18" JENSEN PRECAST CONCRETE DROP INLET WITIH ATRIUM GRATE, SEE h<>I DETAIL 2 ON SHEET 14. INSTALL 12" RCP DRAIN PIPE AS SHOWN. ~ NOT USED. @ INSTALL 4" DIA. SUB-DRAIN CLEANOUT PER CITY OF NEWPORT BEACH STD-406-L. @ CONSTIRUCT 8" COBBLE STONE HARD SURFACE W/ 4" ROCK EMBED AND GROUT ALL JOINTS. @ PAINT LIMIT LINE MARKING PER SPPWC 2012, STANDARD PLAN 172-0. @ PAINT DASHED LANE 'MTIH REFLECTORS PER SSPWC 2012, STANDARD PLAN 170-0, DETAIL 9. @ PAINT SOLID LANE WITIH REFLECTORS AT TURN POCKET PER SSPWC 2012, STANDARD PLAN 170-0, DETAIL 38. @ PAINT SOLID LANE PER SSPWC 2012, STANDARD PLAN 170-0, DETAIL 38A. @ INSTALL TYPE E LOOPS DETECTOR CONFIGURATION PER CALTIRANS REVISED STANDARD PLAN RSP ES-5 @ PAINT 8" DIAGONAL MARKING AT 45" AT INTERVAL OF 75 FEET PER SPPWC 2012, STANDARD PLAN 170-0. @ INSTALL STREET SIGN PER CALTRANS STANDARD RS-1 AND MUTCD 2014, FIGURE NO. 2. (8} INSTALL OBJECT MARKER TYPE N (CA) PER MUTCD 2014, SECTION 2C.66, FIGURE 2C-13. @ REMOVE CRACK/SHIPPED PAINT FROM EXISTING CURB AND REPAINT RED. (§} PROTECT IN-PLACE EXISTING STRIPING. @ REMOVE PORTION OF EXISTING STIRIPING AS NECESSARY, SEE NOTES ON SHEET 15. @ PAINT INTERSECTION LANE PER CALIFORNIA MUTCD 2014, FIGURE 3A-112(CA), DETAIL 39. @ CONSTIRUCT INLET ABOVE STORM DRAIN CONNECTION ASSEMBLY PER CITY Of NEWPORT BEACH STD.-312-L. @ CONSTIRUCT CASE-1 SIDE JUNCTION CONNECTION ASSEMBLY PER CITY OF NEWPORT BEACH STD.-312-L. @coNSTIRUCT PIPE CONNECTION TO EXISTING STORM DRAIN PER SPPWC 2012, STANDARD PLAN 335-2. @ REMOVE EXISTING IRRIGATION BACKFLOW DEVICE, WATER METER, CAP ENDS AND ABANDON IN PLACE TO THE MAIN LINE. RECORD DRAWINGS These Reoord Dra\M ngs have been pre pared based on information submitted, in part, by others. While this information is beli eved to be reliable, City of Newport Beach is not responsible to its accuracy, nor for erro rs or omissions wh ich may have been incorporated into these plans as a result. C-5869 C 0 ., ""- E 0 "' U') 0 ~ R-6056-S 41 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT IRVINE AVENUE C-5869 118 West Lime Avenue Monrovia, CA 91016 Phone: 626.357.0588 Fax: 626.303.7957 Web: www.civiltec.com &DOLIRUQLDƔ$UL]RQD Civil, Water, Wastewater, Drainage, and Transportation Engineering &RQVWUXFWLRQ0DQDJHPHQWƔ6XUYH\LQJ C 69578 2 INDEX MAP LEGEND SYMBOLS GENERAL NOTES SYMBOLS, LEGEND AND GENERAL NOTES I \ -0- @ ® @ l>O<I 1111 lllJ lllil ~ WV l><l ~ llilll lllll [EJ 6/Ut'd POWER POLE SEWER CLEANOUT SEWER MANHOLE STORM DRAIN MANHOLE FIRE HYDRANT WATER METER STREET LIGHT PULL BOX TRAFFIC SIGNAL PULL BOX STREET LIGHT WATER VALVE GUY WIRE SURVEY MONUMENT SIGN VAULT VENT TREE IRRIGATION CONTROL VALVE CABLE TV PULL BOX CORING LOCATION ELECTRICAL MANHOLE 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-CABLEVISION LINE --SP--SPRINKLER SYSTEM -x-x-x- I I ™ -- FENCE BLOCKWALL PAVEMENT GRIND & OVERLAY NEW PCC PAVEMENT NEW AC PAVEMENT MAINTENANCE TRUCK PARKING -- CALL TOLL FREE Dial 811 BEFORE YOU DIG BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED UPON THE BEARING BETWEEN O.C.S. HORIZONTAL CONTROL STATION GPS NO. 6171 AND STATION GPS NO. 6207 BEING NORTH 26'26'28" EAST, PER RECORDS ON FILE IN THE OFFICE OF THE COUNTY SURVEYOR. BENCHMARK: THE ELEVATIONS SHOWN HEREON ARE BASED UPON THE COUNTY OF ORANGE BENCH MARK NO. 3E-118-71, DATE 1995. ELEVATION = 71,459 FEET, {NGVD 88) PLANS PREPARED BY: 150' 0 GRAPHIC SCALE IN FEET INDEX MAP 150' 300' 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", 2003 EDITION AND SUPPLEMENTS TO 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 CONTRACTOR SHALL BE RESPONSIBLIE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION AND FINISH TO ADJOINING IMPROVEMENTS. 4. 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 OTHERS. 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 ATTENTION OF THE ENGINEER. FAILURE TO DO SO WILL PLACE RESPONSIBILITY OF THE CONTRACTOR FOR CORRECTION. 8. ANY WORK NOT INDICATED ON THE 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 SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO KEEP ADJACENT STREETS CLEAN AT ALL TIMES. TRUCKS AND EQUIPMENT USING THE STREET SHALL NOT TRACK DIRT OR DEBRIS THEREON. 10. FOR EXCAVATION 5 FEET IN DEPTH OR GREATER, THE CONTRACTOR SHALL PREPARE A TRENCH SHORING PLAN STAMPED BY A LICENSED CIVIL ENGINEER. THE PLAN SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO COMMENCING CONSTRUCTION/EXCAVATION. 11. ALL PIPE IN OPEN TRENCH SHALL BE BEDDED AND BACKFILLED ACCORDING TO APPLICABLE DETAILS AND PROVISIONS OF THE SPECIFICATIONS. LOCATION OF EXISTING UTILITIES SHOWN ON THE DRAWINGS ARE BASED ON BEST DATA AVAILABLE FROM THE UTILITY AGENCIES AND THE CITY OF NEWPORT BEACH. 12. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY ALL VERTICAL AND HORIZONTAL LOCATIONS FOR CONNECTION TO ALL EXISTING PIPES AND FOR CROSSINGS OF SEWERS, STORM DRAINS, GAS MAINS AND WATER MAINS, AND CATV AND ELECTRICAL CONDUIT. EXISTING UTILITIES SHOWN ARE BASED ON AVAILABLE RECORDS OF PARENT UTILITY COMPANIES AND MAY NOT ACCURATELY REPRESENT THEIR ACTUAL LOCATIONS. THE CONTRACTOR SHALL PROTECT IN PLACE OR COORDINATE WITH PARENT COMPANY FOR THE RELOCATION OF CONFLICTING UTILITIES ENCOUNTERED DURING CONSTRUCTION .. 13. THE ENGINEER DOES NOT WARRANT THE ACCURACY OF SCALED DIMENSIONS ON ANY PLAN. ALL DIMENSIONS SHALL BE AS DESIGNATED ON THE PLANS. THE CONTRACTOR SHALL PROTECT ALL PUBLIC AND PRIVATE PROPERTY. 14. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (USA) AT 811 TWO WORKING DAYS PRIOR TO ANY EXCAVATION WORK. N ., C: :e 0 .!i, E a. -0 .. - <D ' <D ' "' 0 ~ "O x ., "O C: I N 0 (/) I 0 0 c-i "' -.... -0 ;:!, +' ., ~ +' ~ rn +' ~ ..c: ~ O> 3: ,9- c: .Q +' 0 ~ .a 0 ..c: ., a:: +' ., " ~ +' (/) !!/ <C ., C: -~ I ..c: (J 0 ., (D t: 0 a. 3: " z 0 ~--""""lr-A""'P""'P""'Ro""'v_A_L ""'R""'Ec""o .. M .. ME""'N""'o""rn""':----AP""P""'R""'ov_A_L""R""'Ec""'o""'M""'M""EN ... D ... E""'o:""""'~R""'EVI ... E ... WE ....... D: ______ "'T" ___________________________ --t ~ u I 0 0 c-i ~~ ~t ~ o:: :i:: m ;c ASSISTANT CITY ENGINEER CITY PROJECT MANAGER - o en MUNICIPAL OPERATIONS 0 DEPARTMENT DIRECTOR '"o_E_S-IG-NE_D_: --D-R-AWN-,-------------------------------1? 1----------BA_s...,. _____ o_A __ M 1---------1 5 DATE: _______ DATE: _______ CHECKED: DATE: ;:!, ;;...----L---------...L--------..i..--....;C;:;;S::,:H,._..::M::;A::.,RC~H~20~1.::i6L...---------------------L-sH_E_ET ___ 0_F __ _, x 10+00 11+00 12+00 13+00 14+00 10+50 11+50 12+50 13+50 12''W(ABAND)12''W(ABAND)12''W(ABAND)12''W(ABAND)12''W(ABAND) 24''STL 24''STL24''STL24''STL24''STL SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S S S S S S S S S S S S S S S S S S S S S S S S S S SD SD SD SD SD S D SD SD SD SD SD SD SD SD SD SD SD SD SD S D SD SD W 24''STL 24''STL 24''STL 24''STL 24''STL 24''STL 24''STL 8'' P V C 8' ' P V C 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV8''W 2 4 ' ' S T L CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV C A T V CA T V CA T V CA T V CA T V CA T V CA T V CA T V CA T V CA T V CA T V W W W W W SD 10+00 11+00 12+00 13+00 14+00 10+50 11+50 12+50 13+50 R-6056-S 41 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT IRVINE AVENUE C-5869 118 West Lime Avenue Monrovia, CA 91016 Phone: 626.357.0588 Fax: 626.303.7957 Web: www.civiltec.com &DOLIRUQLDƔ$UL]RQD Civil, Water, Wastewater, Drainage, and Transportation Engineering &RQVWUXFWLRQ0DQDJHPHQWƔ6XUYH\LQJ C 69578 3 FROM STA. 10+00.00 TO 14+00.00 PLAN AND PROFILE CONSTRUCTION NOTES > II .... l-t-t-+-+-+-+-+-++++-+-+-+-+--+--+--t--t---ll-l-t-t-t-t-+-+-+-+-+-+-++++-+----1,," ~+-++++-+-+-+-+--+--+--t--t---ll-l-t-t-t-hl.Jl-+-+-+-+-+-++++-+-+-+-+--+--+--t--t---11-l-t-t-t-t-+-+-+-+-+-+-++++-+-+--f·-+--+--+--t--t---ll-l-t-t-t-t-+-+-+-+-+-+-++++-+-+-+-+--+--+--t--t---ll-l-t-t-t-t-+-+-+-+-+-+-++--I ' • " ' r--_ G: i,~ t-H--t--+-+-+-+--+-+-+-t-H--t--+-+-+-+-+-+-t=t-HH--t-+-+-+-+-+-+-+-t-H--t-t+-+-+-+--+-+-+-t-H--t--+-+-+-+-+-+-+-+-h -r--1--(D .. J-+-+-+--+-+-+--+---l---ll--+-+-+-+-+--+-+-+--+---1-1--+-+-+-+-::+----f.,c+_--+---l---ll--l-+-+-+-+--+-+++--+---l---ll--+-+-+-+--+--+-+-+--+---I-I--+-+-+-+--+-+!: I l--l---l---l-++---l----l-----l___jf-l--l--l---l---l-+--+---l----l-----l-f-l--l---l---l-++---l----+-=-=1-:::....jia-k-l--l---l---l-++-l---l----l-----lA~"~'· 1.t:¢;__!j.u1•1•:i.µ·A1Q.E--4• TL_$-,]], ~::t-.!G~+--+---l----l-----l___j~~ .. ~---l-----l___jf-l--l--l---l---l-++---l----l-----l___jf-l--l--l---l-Jl.++---l----l-----l___jl-1--1--l-~~A-. ---l----l----l---ll--l---l--+--l---l---l---l----l----l----l---ll---l---l--+--l---l---l---l----l----1---1-1---l--+--l---l---l---l----l----l----l---ll--l---l--+--I---I---I---I----I----I----I---II--I--I --,TI i-------::::.. 9 .... rd ~ ..., I- " t::i 'f. .,. ::,. ,,., 0, [;j ,i L-!-1 ti) -_/ I -· Vr 0 -· ----i-----I----J-+-+-+--+-+-+--+---l---ll--+-+-+-+-+--+-+-+--+---l-l--+-+-+-+--+--+-+--+---l---ll--l-+-+-+-+--+-+-+--+---l---ll--+-+-+-+--+--+-+-+--+---l-l--+-+-+-+--+--+-+--+---l---ll--l-+-+-+-+--+-+-+--+---l---ll--+-+-+-+-+--+-+-+--+----'l=--il=:i-.:::,:i,,;,~-i=ct-ff-"lf=---F=t--+--t-119-t-t-+-+-+-+-+-+--+--t--ll--t-t-+-+-+-+-+--+--t-l-l--t-+-+-+-+-+-+--+--t-ll--t-t-+-+-+-+-+-+--+--t--lH l-+-+-+-+-+-+--t--t--ll--t-t-+-+-+--+-+--t--t--l-l--t-+-+-+-+-+-+--t--t--ll--t-t-+-+-+-+-+-+--t--t--ll--t-t-+-+-+-+-+--t--t--1-1--t-+-+-+-+-+-+--t--t--ll--t-t-+-+-++-+-+--t--t--ll--t-t-+-+-++-+--t--t--t--lt-t-+":,,;.· d1·..--I-H-H-+--+--+-+4""+---l-l-+-+-+-+--+-+-+--+---l---ll--+-+-+-+-+--+-+-+--+---l---ll--+-+-+-+--+--+-+-+--+---l-l-+-+-+-+--+--+-+--+--I Q -t .. p - ~ ll I I I I / I 10+00 10+50 11+00 11+50 ~ <D 3% Rf W s'i'.~2\:VSLOPE Rf W -, 2,1 '21i------~ • L----s 65 -- ... ---0.54% -0.13% ---..z".[ = STA. 11+00 j A , SCALE: 1 ";20' 1 -1 CALL TOLL FREE Dial 811 BEFORE YOU DIG STA. 13+50 /'a"\ SCALE: 1 ";20' BASIS OF BEARINGS: TIHE BEARINGS SHOWN HEREON ARE BASED UPON TIHE BEARING BETWEEN O.C.S. HORIZONTAL CONTROL STATION GPS NO. 6171 AND STATION GPS NO. 6207 BEING NORTIH 26'26'28" EAST, PER RECORDS ON FILE IN TIHE OFFICE OF THE COUNTY SURVEYOR. BENCHMARK: TIHE ELEVATIONS SHOWN HEREON ARE BASED UPON THE COUNTY OF ORANGE BENCH MARK NO. 3E-118-71, DATE 1995. ELEVATION = 71,459 FEET, {NGVD 88) 1 - / '-" 12+00 12+50 13+00 PLANS PREPARED BY: en g1neering inc. ·"' " .... .t -,11--+--+--+-+--+---.+--t-t--+---+-+--+--+--+-+--+---t--ll--t--+-+-+--+--+-+-+--+--t--lt--t---+-+--+--+--+-+--+--+--t-t--+---+-+--+--+--+-+--+---t ..- < (/) LL.I ::i 1 2• 'Cl S ,...,,. r ~ < ., -• ~' r.~ ~ "' PROFILE SCALE A--+-+-+-+-+-+--1-+-t-H--t-+-+-+-+-+-+-+-t-H--t--+-+-+-+-+-+-+-t-HH--+-+-+-+-+-+-+-+-t-H ~ ~ HORIZ. 1"=20' <-• VERT. 1"=4' 13+50 14+00 4 20· 0 20· 40' I GRAPHIC SCALE IN FEET CD PROTECT IN PLACE. © REMOVE EXISTING BOMANITE STAMPED CONCRETE FROM MEDIAN AND GRADE PER DETAIL 3 ON SHEET 14. ® GRIND 2.5" OF EXISTING ASPHALT PER TIHE SPECIFICATIONS. REMOVE EXISTING PAVEMENT FABRIC AT 2" DEPTIH (TYP.) AND CAP TO FINISHED SURFACE WITIH ARHM PAVEMENT, SEE DETAIL 2 ON SHEET 12. @ ADJUST EXISTING SEWER MANHOLE FRAME, REPLACE RING AND COVER TO GRADE PER NEWPORT BEACH STANDARD NO. 111-L. @ ADJUST EXISTING STORM DRAIN MANHOLE FRAME, REPLACE RING AND COVER TO GRADE PER NEWPORT STANDARD NO. 111-L. @ REMOVE EXISTING PCC CONCRETE FROM MEDIAN AND GRADE PER DETAIL 3 ON SHEET 14. @ INSTALL 2" IRRIGATION SERVICE WITIH REDUCED PRESSURE PRINCIPAL BACKFLOW DEVICE PER NEWPORT BEACH STANDARD NO. 503-L AND 520-L-A. @ REMOVE EXISTING PCC CURB AND GUTTER FROM CROSSWALK. @ CONSTRUCT CURB AND GUTTER PER NEW PORT BEACH STANDARD DRAWING NO. 183-L, TYPE •c•. ® INSTALL 18"x18"x36" DROP INLET, JENSEN PRECAST WITIH 24" ATRIUM GRATE PER DETAIL 2 ON SHEET 14 AND 12" RCP DRAIN PIPE PER CITY OF NEWPORT BEACH SID.-312-L. ® CONSTRUCT CASE-2 INLET ABOVE STORM DRAIN CONNECTION ASSEMBLY PER CITY OF NEWPORT BEACH SID.-312-L. @ REMOVE EXISTING IRRIGATION BACKFLOW DEVICE, WATER METER, CAP ENDS AND ABANDON IN PLACE TO TIHE MAIN LINE. NOTES: 1. REPLACE ALL EXISTING TRAFFIC CONTROL LOOPS IN STREET REPAVING AND RECONSTRUCTION AREAS, SEE STRIPING PLANS. 2. REMOVE EXISTING MEDIAN IRRIGATION SYSTEM AS NECESSARY. - - -LIMITS OF PAVING LI _ _-:_-::f"' ... 1~:-____JI EXISTING BOMANITE CONCRETE I • . I EXISTING PCC CONCRETE ~---~ GRIND AND OVERLAY -------GRADE TO DRAIN N " C t: 0 .E, E a. 0 CJ) ' CJ) ' I') 0 "' ~ 'O ,,., 0 (/) I 0 0 c-i ,,., -" " ~ -(/) !!/ <C " C -~ I .c: (J 0 " (D t: 0 a. ~ " z 0 ~--""""lr-A""'p""'p""'Ro .... v_A_L ... R ... Ec""o .. M .. ME""'N""D""rn .... ,----Ap""p""'R""'ov_A_L..,R""'Ec""'o!"'M .. M .... EN""D""'E""'D:--, ... R .... EVl'"'E""WE""""'D,------"'T"-----------------------------t ~ ~~QFESSiOJ\i u '4Y_~ ~y."-R Sf-/1:;,~ '1< 6 ~,o ~ Q ~ ~~ o/i ~ ~~ ~m ~ o:: :i::: m ;c ASSISTANT CITY ENGINEER CITY PROJECT MANAGER ~ o en MUNICIPAL OPERATIONS 0 * * DEPARTMENT DIRECTOR --------------------------------------;Y-DESIGNED: DRAWN: .,. ,qv~# w ~ ~------~o I: OF CA\.l'i:0 DATE:_______ DATE: _______ "'c_H __ E-CK_E,_D_: --+D-A ... TE-, -----1 ;Y- ;;... __ ....1L---------...L--------..L.--....;C;:;;S::,:H,._..::M::;A::.,RC~H~ZO~l.::16L--------------------....iL...sH_E_ET ___ o_F __ _, x 14 + 0 0 15+0 0 16+00 17+00 18+00 19+00 14+ 5 0 15+50 16+50 17+50 18+50 12' ' W ( A B A N D ) 12'' W ( A B A N D ) 12'' W ( A B A N D ) 12'' W ( A B A N D ) 12''W(A B A N D ) 12''W(ABA N D ) 12''W(ABAND)12''W(ABAND) 12''W(ABAND) 12''W(ABAN D ) 12''W(AB A N D ) 12''W(A B A N D ) 12''W(ABA N D ) 12''W(ABAND ) 12''W(ABAND) 24''STL 24''STL 24''STL 24''STL 24''STL 24''STL 24''STL24''STL 24''STL 24''STL 24''STL 24''ST L 24''ST L 24''S T L 24'' S T L 24'' S T L 24'' S T L SD SD S D S D S D S D S S S S S S S S SD S D SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S S S S S S S S S S S S S S S SD SD SD SD SD SD C A T V CA T V CA T V 8'' W 8'' W 8''P V C 8''P V C 8''P V C 8''P V C C A T V CA T V CA T V CA T V CA T V CAT V CAT V CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CA T V CAT V CAT V 14 + 0 0 15+0 0 16+00 17+00 18+00 19+00 14+ 5 0 15+50 16+50 17+50 18+50 CONSTRUCTION NOTES R-6056-S 41 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT IRVINE AVENUE C-5869 118 West Lime Avenue Monrovia, CA 91016 Phone: 626.357.0588 Fax: 626.303.7957 Web: www.civiltec.com &DOLIRUQLDƔ$UL]RQD Civil, Water, Wastewater, Drainage, and Transportation Engineering &RQVWUXFWLRQ0DQDJHPHQWƔ6XUYH\LQJ C 69578 4 FROM STA. 14+00.00 TO 19+00.00 PLAN AND PROFILE = .. • ' .... 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HORIZONTAL CONTROL STATION GPS NO. 6171 AND STATION GPS NO. 6207 BEING NORlli 26'26'28" EAST, PER RECORDS ON FILE IN lliE OFFICE OF THE COUNTY SURVEYOR. BENCHMARK: lliE ELEVATIONS SHOWN HEREON ARE BASED UPON THE COUNTY OF ORANGE BENCH MARK NO. 3E-118-71, DATE 1995. ELEVATION = 71,459 FEET, (NGVID 88) 16+00 16+50 17+00 IRVINE A VENUE 1 4 ,, .... ,, ...,. PLANS PREPARED BY: eng1neering inc. ~ ..., + U1 "' "' , ... 17+50 a, "' -~ -~ V, 18+00 > > ~ 1 20' 0 20' GRAPHIC SCALE IN FEET I jST ~LL a5 _F, OF ' ER ,ORA: IED PV . DI .~IN PIPE P R .TA L 1 SH ET 4 PROFILE SCALE HORIZ. 1 • = 20' VERT. 1"=4' - 40' 18+50 1 \ \ 1 \ ' -- ef - I 19+00 CD PROTECT IN PLACE. 0 REMOVE AND REPLACE EXISTING SIDEWALK RAMP WITH ADA COMPLIANT RAMP PER NEWPORT BEACH STD. 181-L. 0 REMOVE EXISTING BOMANITE STAMPED CONCRETE FROM MEDIAN. 0 REMOVE AND REPLACE EXISTING CROSS GUTTER PER NEWPORT BEACH STANDARD DRAWING NO. 185-L. JOIN EXISTING GUTTER FLOW LINES. @ REMOVE AND REPLACE EXISTING CURB RAMP PER NEWPORT BEACH STANDARD DRAWING NO. 186-L. ® GRIND 2.5" OF EXISTING ASPHALT PER lliE SPECIFICATIONS. REMOVE EXISTING PAVEMENT FABRIC AT 2" DEPlli (TYP.) AND CAP TO FINISHED SURFACE Willi ARHM PAVEMENT, SEE DETAIL 2 ON SHEET 12. @ REMOVE AND RECONSTRUCT STREET SECTION PER DETAIL 1 ON SHEET 12. @ ADJUST EXISTING SEWER MANHOLE FRAME, REPLACE RING AND COVER TO GRADE PER NEWPORT BEACH STANDARD NO. 111-L. @ ADJUST EXISTING STORM DRAIN MANHOLE FRAME, REPLACE RING AND COVER TO GRADE PER NEWPORT BEACH STANDARD NO. 111-L. @ ADJUST EXISTING VALVE CAN TO GRADE PER NEWPORT BEACH STANDARD NO 511-L. REMOVE EXISTING PCC CONCRETE FROM MEDIAN. N " C t 0 .E, E 0 LO N '-"' 0 INSTALL 6" MEDIAN SUB-DRAIN PER DETAIL 1 ON SHEET 14. "' ~ SAWCUT, REMOVE EXISTING AC TO FULL DEPTH. REPLACE AC TO EXISTING ~ llilCKNESS +1". o (/) @ TIE-OUT AND RECORD EXISTING SURVEY MONUMENTS PER OCPW REQUIREMENT1 6 PRIOR TO CONSTRUCTION. SET SURVEY MONUMENTS PER NEWPORT BEACH o STANDARD NO. 116-L AND RECORD PER OCPW REQUIREMENTS POST N r<) CONSTRUCTION. @ INSTALL 18"x18"x36" JENSEN PRECAST CONCRETE DROP INLET Willi ATRIUM GRATE AND INSTALL 12" RCP DRAIN PIPE AS SHOWN AND CONNECT PER CITY OF NEWPORT BEACH STD. 312-L. @ CONSTRUCT CASE-1 SIDE JUNCTION CONNECTION ASSEMBLY PER CITY OF NEWPORT BEACH STD.-312-L. NOTES: 1. REPLACE ALL EXISTING TRAFFIC CONTROL LOOPS IN STREET REPAVING AND RECONSTRUCTION AREAS IN KIND. 2. REMOVE EXISTING IRRIGATION SYSTEM AS NECESSARY. - - -LIMITS OF PAVING I:~~~ I l"ll.~._.._,,<J..._..-.ii:._.._ _ _J EXISTING BOMANITE CONCRETE ~l·_·._·_·_~I EXISTING PCC CONCRETE ~---~I GRIND AND OVERLAY ™ REMOVE AND RECONSTRUCT -· · ~ GRADE TO DRAIN -0 ;:!- +' " ~ +' ~ rn +' ~ J: ~ "' ~ ,9- c .Q +' 0 ~ .a 0 _c " a:: +' " " ~ +' (/) !!/ <C " C -~ I _c (J 0 " (D t: 0 a. ~ " z 0 ~---..-A""'pp""'R""'o-vA""L""""'RE""'c""'o""M-ME""'N""D""'E""D: ___ A""'P""'PR""o""v_A_L ""'R""'Ec""o""M_M .... EN .. D""'E""D-: "'T'R""E""vi""'E""WE""'D"":-------r------------------------------1 ~ ~~OFESSiOJ\i u '4Y,~ ~y."-R Sf-/1:;,~ '1< 6 ~,o ~ Q ~ ~~ o/i ~ ~~ ~m ~ o:: :i:: m ;c ASSISTANT CITY ENGINEER CITY PROJECT MANAGER -o en MUNICIPAL OPERATIONS 0 * * DEPARTMENT DIRECTOR ----------------------------------------;:!-DESIGNED: DRAWN: v ,qv~# w ~ ~------~5 I: OF CA\.l'i:O DATE:________ DATE: _______ 1-C_H_E_C-KE .. D-: ---+-DA_T __ E_: ----1 ;:!- ;;... ___ .._ _________ .a.. ________ ..,1, ___ ,,:;C:;;:SH~..,::M::;A::,:R:;::CH.:.,:;2~01:,::6:a...---------------------.L.S-H_E_ET ___ o_F __ _. x 19+00 20+00 21+00 22+00 23+00 18+5 0 19+50 20+50 21+50 22+50 23+50 12''W ( A B A N D ) 12''W ( A B A N D ) 12''W ( A B A N D ) 12''W( A B A N D ) 12''W(A B A N D ) 12''W(AB A N D ) 12''W(ABAN D ) 12''W(ABAND) 12''W(ABAND)12''W(ABAND)12''W(ABAND) 12''W(ABAND) 12''W(ABA N D ) 12''W(A B A N D ) 12''W ( A B A N D ) 24''S T L 24''S T L 24''STL 24''STL24''STL24''STL 24''STL 24''STL 24''STL 24''STL 24''ST L 24''ST L 24''ST L 24''S T L S S S S S S S S S S S S S S S S S S S S S S S SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD 8' ' P V C 8' ' P V C 8' ' P V C 8' ' P V C SD CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV 3' ' G 3''G 3''G 3''G 3''G3''G3''G3''G3''G 3''G 19+00 20+00 21+00 22+00 23+00 18+5 0 19+50 20+50 21+50 22+50 23+50 R-6056-S 41 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT IRVINE AVENUE C-5869 118 West Lime Avenue Monrovia, CA 91016 Phone: 626.357.0588 Fax: 626.303.7957 Web: www.civiltec.com &DOLIRUQLDƔ$UL]RQD Civil, Water, Wastewater, Drainage, and Transportation Engineering &RQVWUXFWLRQ0DQDJHPHQWƔ6XUYH\LQJ C 69578 5 FROM 19+00.00 TO 23+50.00 PLAN AND PROFILE CONSTRUCTION NOTES = .. -- -- • -• - -cS. ~ 1:9 " 0 u'l cr oi !-!-I ,. 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PROFILE SCALE HORIZ. 1 • = 20' VERT. 1"=4' 0 REMOVE AND REPLACE EXISTING SIDEWALK RAMP WITH ADA COMPLIANT RAMP PER NEWPORT BEACH STD. 181-L. © REMOVE EXISTING BOMANITE STAMPED CONCRETE FROM MEDIAN. (j) REMOVE AND REPLACE EXISTING CROSS GUTTER PER NEWPORT BEACH STANDARD DRAWING NO. 185-L. JOIN EXISTING GUTTER FLOW LINES. @ GRIND 2.5" OF EXISTING ASPHALT PER THE SPECIFICATIONS. REMOVE EXISTING PAVEMENT FABRIC AT 2" DEPTH (TYP.) AND CAP TO FINISHED SURFACE WITH ARHM PAVEMENT, SEE DETAIL 2 ON SHEET 12. @ ADJUST EXISTING SEWER MANHOLE FRAME, REPLACE RING AND COVER TO GRADE PER NEWPORT BEACH STANDARD NO. 111-L. (13, ADJUST EXISTING VALVE CAN TO GRADE PER NEWPORT BEACH STANDARD NO 511-L. >-< 1201 INSTALL 6" MEDIAN SUB-DRAIN PER DETAIL 1 ON SHEET 14. >-< 124• SAWCUT, REMOVE EXISTING AC TO FULL DEPTH. REPLACE AC TO EXISTING THICKNESS +1". >-< ~I INSTALL 4" DIA. SUB-DRAIN CLEANOUT PER CITY OF NEWPORT BEACH STD-406-L. NOJES· 1. REPLACE ALL EXISTING TIRAFFIC CONTIROL LOOPS IN STIREET REPAVING AND RECONSTRUCTION AREAS IN KIND. - - -LIMITS OF PAVING I ',§".1~ I EXISTING BOMANITE CONCRETE ~I __ ·_··-~I EXISTING PCC CONCRETE GRIND AND OVERLAY ™ REMOVE AND RECONSTIRUCT GRADE TO DRAIN N " C t 0 .E, E 0 "' N "' ;o "O l!J 0 ~ I 0 0 c-i "' -" " ~ -~ !!/ <( " C -~ I .c: (J 0 " (D t: 0 a. ;o " z 0 BASIS OF BEARINGS: PLANS PREPARED BY: ~---..-A""'pp"""R"""o-vA""L~RE""'c"""o""M-ME""'N""'D""'E""D: ___ A""'P""'PR""'o""v_A_L ""'R""'Ec""'o""M-M""'EN .. D"""E""D-, "'T'R""'E""vi"""E""WE""'D"":-------r------------------------------1 ~ ~~QFESS/Q\i u '4Y_~ ~y."-R Sf/1:;,~ '1< 6 CALL TOLL FREE Dial 811 BEFORE YOU DIG THE BEARINGS SHOWN HEREON ARE BASED UPON THE BEARING BETWEEN O.C.S. HORIZONTAL CONTROL STATION GPS NO. 6171 AND STATION GPS NO. 6207 BEING NORTH 26'26'28" EAST, PER RECORDS ON FILE IN THE OFFICE OF THE COUNTY SURVEYOR. BENCHMARK: eng1neering inc. ~,o ~ Q ~ ~~ o/i ~ ~~ ~m ~ o:: :i::: m ;c ASSISTANT CITY ENGINEER CITY PROJECT MANAGER ~ o en MUNICIPAL OPERATIONS 0 * * DEPARTMENT DIRECTOR ----------------------------------------;Y, THE ELEVATIONS SHOWN HEREON ARE BASED UPON THE COUNTY OF ORANGE BENCH MARK NO. 3E-118-71, DATE 1995. 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HORIZONTAL CONTROL STATION GPS NO. 6171 AND STATION GPS NO. 6207 BEING NORTH 26'26'28" EAST, PER RECORDS ON FILE IN THE OFFICE OF THE COUNTY SURVEYOR. BENCHMARK: THE ELEVATIONS SHOWN HEREON ARE BASED UPON THE COUNTY OF ORANGE BENCH MARK NO. 3E-118-71, DATE 1995. ELEVATION = 71,459 FEET, {NGVD 88) 25+50 26+00 26+50 EX. SEWER PLANS PREPARED BY: eng1neering inc. 27+00 27+50 BCR 20· 0 20· 40' ' I GRAPHIC SCALE IN FEET 28+00 CD PROTECT IN PLACE. ® REMOVE AND REPLACE EXISTING SIDEWALK PER NEWPORT BEACH STD. 180-L. HORIZ. 1 • = 20' VERT. 1"=4' 0 REMOVE AND REPLACE EXISTING SIDEWALK RAMP WITH ADA COMPLIANT RAMP PER NEWPORT BEACH STD. 181-L. G) REMOVE EXISTING BOMANITE STAMPED CONCRETE FROM MEDIAN. 0 REMOVE AND REPLACE EXISTING CROSS GUTTER PER NEWPORT BEACH STANDARD DRAWING NO. 185-L. JOIN EXISTING GUTTER FLOW LINES. ® GRIND 2.5" OF EXISTING ASPHALT PER THE SPECIFICATIONS. REMOVE EXISTING PAVEMENT FABRIC AT 2" DEPTH (TYP.) AND CAP TO FINISHED SURFACE WITH ARHM PAVEMENT, SEE DETAIL 2 ON SHEET 12. @ ADJUST EXISTING SEWER MANHOLE FRAME, REPLACE RING AND COVER TO GRADE PER NEWPORT BEACH STANDARD NO. 111-L. @ ADJUST EXISTING STORM DRAIN MANHOLE FRAME, REPLACE RING AND COVER TO GRADE PER NEWPORT BEACH STANDARD NO. 111-L. 13 ADJUST EXISTING VALVE CAN TO GRADE PER NEWPORT BEACH STANDARD NO 511-L. 14 REMOVE EXISTING PCC CONCRETE FROM MEDIAN. 15 FURNISH AND INSTALL HYDRANT MARKER PER NEWPORT BEACH STANDARD NO. 902-L. >-< 18 CONSTRUCT CURB AND GUTTER PER NEW PORT BEACH STANDARD DRAWING NO. 183-L, '-' TYPE "C". '1g' REMOVE EXISTING PCC MOWER RAMP FROM MEDIAN. >-< 20 INSTALL 6" MEDIAN SUB-DRAIN PER DETAIL 1 ON SHEET 14. 8 ~ SAWCUT, REMOVE EXISTING AC TO FULL DEPTH. REPLACE AC TO EXISTING THICKNESS +1". g ,g TIE-OUT AND RECORD EXISTING SURVEY MONUMENTS PER OCPW REQUIREMENTS PRIOR TO al; CONSTRUCTION. SET SURVEY MONUMENTS PER NEWPORT BEACH STANDARD NO. 116-L N r-,. AND RECORD PER OCPW REQUIREMENTS POST CONSTRUCTION. < t;:j ® INSTALL 18"x24"x36" JENSEN PRECAST CONCRETE DROP INLET WITH ATRIUM GRATE, t, La.I SEE DETAIL 2 ON SHEET 14. INSTALL 12" RCP DRAIN PIPE AS SHOWN. ~ 19 INSTALL 4" DIA. SUB-DRAIN CLEANOUT PER CITY OF NEWPORT BEACH STD-406-L. ~ ~ 40 CONSTRUCT 8" COBBLE STONE HARD SURFACE W/ 4" ROCK EMBED AND GROUT ALL JOINTS. ~ 43 CONNECT 6" SUB-DRAIN PIPE PER CITY OF NEWPORT BEACH STD. 312-L. ~ @ CONSTRUCT CASE-1 SIDE JUNCTION CONNECTION ASSEMBLY PER CITY OF ~ NEWPORT BEACH STD.-312-L. I@) CONSTRUCT PIPE CONNECTION TO EXISTING STORM DRAIN PER SPPWC 2012, STANDARD PLAN 335-2. NOTES: 1. REPLACE ALL EXISTING TRAFFIC CONTROL LOOPS IN STREET REPAVING AND RECONSTRUCTION AREAS, SEE STRIPING PLANS. 2. 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BENCHMARK: THE ELEVATIONS SHOWN HEREON ARE BASED UPON THE COUNTY OF ORANGE BENCH MARK NO. 3E-11B-71, DATE 1995. ELEVATION = 71,459 FEET, (NGVD BB) 30+00 30+50 31+00 IRVINE A VENUE PLANS PREPARED BY: eng1neering inc. 31+50 32+00 R/W 32+50 CD PROTECT IN PLACE. ® REMOVE AND REPLACE EXISTING SIDEWALK PER NEWPORT BEACH SID. 1 BO-L. ® REMOVE AND REPLACE EXISTING DAMAGED GUARDRAIL POST (ONLY) PER CAL IBANS STANDARD PLAN RSP A77L1. CITY TO DETERMINE WHICH POSTS ARE TO BE REPLACED. ® REMOVE AND REPLACE EXISTING DRIVEWAY APPROACH PER NEWPORT BEACH STANDARD DRAWING NO. 162-L, TYPE I. ® GRIND 2.5" OF EXISTING ASPHALT PER THE SPECIFICATIONS. REMOVE EXISTING PAVEMENT FABRIC AT 2" DEPTH (TYP.) AND CAP TO FINISHED SURFACE WITH ARHM PAVEMENT, SEE DETAIL 2 ON SHEET 12. ® INSTALL MIDWEST GUARDRAIL PER CALTRANS STANDARD PLAN RSP A77Q4. @ ADJUST EXISTING SEWER MANHOLE FRAME, REPLACE RING AND COVER TO GRADE PER NEWPORT BEACH STANDARD NO. 111-L. ADJUST EXISTING VALVE CAN TO GRADE PER NEWPORT BEACH STANDARD NO 511-L. FURNISH AND INSTALL HYDRANT MARKER PER NEWPORT BEACH STANDARD NO. 902-L. INSTALL 1B"x1B"x36" JENSEN PRECAST CONCRETE DROP INLET WITH AIBIUM GRATE, SEE DETAIL 2 ON SHEET 14. INSTALL 12" RCP DRAIN PIPE AS SHOWN. @ CONSIBUCT PIPE CONNECTION TO EXISTING STORM DRAIN PER SPPWC 2012, STANDARD PLAN 335-2. @ REMOVE EXISTING IRRIGATION BACKFLOW DEVICE, WATER METER, CAP ENDS AND ABANDON IN PLACE TO THE MAIN LINE. NOTES: 1. REPLACE ALL EXISTING TRAFFIC CONTROL LOOPS IN STREET REPAVING AND RECONSIBUCTION AREAS, SEE SIBIPING PLANS. 2. REMOVE EXISTING MEDIAN IRRIGATION SYSTEM AS NECESSARY. - -LIMITS OF PAVING EXISTING LANDSCAPE/GRASS GRIND AND OVERLAY ---~ GRADE TO DRAIN 20' 0 20' 40' . I GRAPHIC SCALE IN FEET N " C :e 0 .!;. E a. 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PROFILE SCALE HORIZ. 1 • = 20' VERT. 1"=4' ® REMOVE AND REPLACE EXISTING SIDEWALK PER NEWPORT BEACH STD. 180-l. ® REMOVE AND REPLACE EXISTING DAMAGED GUARDRAIL POST (ONLY) PER CAL TRANS ,.._. STANDARD PLAN RSP A77L1. CITY TO DETERMINE WHICH POSTS ARE TO BE REPLACED "> to fjj 1-.· IN FIELD. CSo e,,, " 6 @ • ~ o "' ~ 6 REMOVE AND REPLACE EXISTING DRIVEWAY APPROACH PER NEWPORT BEACH STANDARD . . ·;· ··, ·--,.-:· .• ·• •. 1. ."--•, .J ;:: oo ~ t: /;1 ; ~ DRAWING NO. 162-L, TYPE I . 15 <..i~ i::ff!/::-,., <ot:J -,.~ :£ /$ f::, (Bl ® GRIND 2.5" OF EXISTING ASPHALT PER THE SPECIFICATIONS. REMOVE EXISTING PAVEMENT M \ 8 IC~. . . I a o, < 8 <..i~ i:;fj /!?c:, :>-1 ,,; {;;'j=-/ FABRIC AT 2" DEPTH (TYP.) AND CAP TO FINISHED SURFACE WITH ARHM PAVEMENT, ~~":t ___ ~-_/ ;:!if~~ J!?'§{ :/:''§; <ti SEEDETAIL20NSHEET12. \ \ ,__ --\J_~, ,,,_ -,-f -J <o J.i "'"°' ;:f;: J!? c:, 1 & ® INSTALL MIDWEST GUARD RAIL SYSTEM ENDING, TYPE 1288 PER CAL TRANS STANDARD \ \ I <o ~ i-:f if "'> • "<i ~ PLAN RSP A 7704. -- ~-,,._,,._I I I / -----"'~ it I i C) ® ADJUST EXISTING SEWER MANHOLE FRAME, REPLACE RING AND COVER TO GRADE PER ---_ ~~l~Tltu\Ti¼RB l@) -~--'=--,,,~ ·:. ""'it§ @ :~:i;:!!~~: ~:::A;~N N~~ ~;:~~ PER NEWPORT BEACH STANDARD NO 511-l. -----_ __ ---: , ~---~ @ FURNISH AND INSTALL HYDRANT MARKER PER NEWPORT BEACH STANDARD NO. 902-L. --,.._ j-1 ---, ~-01') ® INSTALL 18"x18"x36" JENSEN PRECAST CONCRETE DROP INLET WITH ATRIUM GRATE, -- ----P-C:.'-1...D" ~'/ SEE DETAIL 2 ON SHEET 14. INSTALL 12" RCP DRAIN PIPE AS SHOWN. . -<---....... , ~ ----1---, -- --:----_;;::-_ ---.. -_ 11 0 , @ CONSTRUCT CASE-1 SIDE JUNCTION CONNECTION ASSEMBLY PER CITY OF --~ -_ "' NEWPORT BEACH STD.-312-l. - ~ 1"--~--: -::,-._ ------_ @ REMOVE EXISTING IRRIGATION BACKFLOW DEVICE, WATER METER, CAP ENDS AND ABANDON ---~ ,;-~----' 8 IN PLACE TO THE MAIN LINE. -; '~ -----------=-, ---~;;:,...·-.~ 8" - --__,_.1 ) ~ ~~ ~-__ .....__ it EXISTING CURB -~ --...;:: ,.,_, 0) AND GUTTER ---..__ -...__ ~ ~ ;: _ i:! Iii ---NOTES: 1. REPLACE ALL EXISTING TRAFFIC CONTROL LOOPS IN STREET REPAVING AND RECONSTRUCTION AREAS, SEE STRIPING PLANS. 2. REMOVE EXISTING MEDIAN IRRIGATION SYSTEM AS NECESSARY. _,~,.,.,,cu_____ ..__ -----------~~ "> iJ; -.=.=.=_... ,,;:_ -----X_ 1 &G -.... ----.:_ , ~/;/ - -------:::._---.::..: ----..:;,. ---.... ;; -LIMITS OF PAVING GRIND AND OVERLAY N " C :e 0 .!;. E a. 0 LO c'si ~ "' ~ "O co 0 (/) I 0 0 c-i "' IRVINE A VENUE -. -~ GRADE TO DRAIN STA. 33+00 -MEDIAN SECTION , A '. SCALE: 1 "=20' BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED UPON THE BEARING BETWEEN O.C.S. HORIZONTAL CONTROL STATION GPS NO. 6171 AND STATION GPS NO. 6207 BEING NORTH 26'26'28" EAST, PER RECORDS ON FILE IN THE OFFICE OF THE COUNTY SURVEYOR. BENCHMARK: THE ELEVATIONS SHOWN HEREON ARE BASED UPON THE COUNTY OF ORANGE BENCH MARK NO. 3E-118-71, DATE 1995. ELEVATION = 71,459 FEET, (NGVD 88) '-...=,.., I PLANS PREPARED BY: R eng1neering inc. ... co 6% "l ..... 1w VAR. ~o~-.... ........ .,--........ r ....: 20' 0 20' GRAPHIC SCALE IN FEET 40" i ' -" " ~ -(/) !!/ <C " C -~ I .c: (J 0 " (D t: STA. 36+00 g_ -~ MEDIAN SECTION .' B , ~ SCALE: 1 '=20' '---./ o ~---..-A ..... PP"""R"""o-vA""L""""'RE""'c"""o""M-ME""'N""'D""'E""D: ___ A""'P""'PR""'o""v_A_L ""'R""'Ec""'o""M_M .... EN .. D"""E""D-, "'T'R""'E""vi"""E""WE""'D"",-------r------------------------------1 ~ ~~OFESS/0/\i u '<fy_~ ~y."-R Sf-/1:;,~ '1< 6 ~,o ~ Q ~ ~«>" o/i ~ ~~ ~m ~ o:: :i::: m ;c ASSISTANT CITY ENGINEER CITY PROJECT MANAGER ~ o en MUNICIPAL OPERATIONS 0 * * ----------------------------------------;Y-DEPARTMENT DIRECTOR DESIGNED: DRAWN: v "'~,,, C/V\\. fl:-~~ 1-............. B_A_s+-..... ----o_A __ M 1---------1 5 I: OF CA\.l'i:O DATE:________ DATE:_______ CHECKED: DATE: ;Y, ;;... ___ .._ _________ .a., ________ ..,1, ___ .:;C:;;:SH~...::M::;A::,:R:;::CH.:.,:;2~01:,::6:a... _____________________ .1.,s_H_E_ET ___ 0_F __ _. x 37+00 38+00 39+00 40+00 41+00 37+50 38+50 39+50 40+50 41+50 12''W( A B A N D ) 12''W(A B A N D ) 12''W(A B A N D ) 12''W(ABA N D ) 12''W(ABAND ) 12''W(ABAND) 12''W(ABAND)12''W(ABAND)12''W(ABAND)12''W(ABAND)12''W(ABAND)12''W(ABAND)12''W(ABAND)12''W(ABAND) 24''STL24''STL 24''ST L 24''STL24''STL24''STL 24''STL24''STL24''STL 24''STL 24''STL 24''STL 24''STL 24''ST L 24''ST L 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 2''G 2''G 2''G 2''G 2''G 2''G 2''G 2''G 2''G 2''G 2''G 2''G 2''G 2' ' G S S S S S S S S S S S S S S S S S S S S 6' ' W 6' ' W CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV37+00 38+00 39+00 40+00 41+00 37+50 38+50 39+50 40+50 41+50 R-6056-S 41 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT IRVINE AVENUE C-5869 118 West Lime Avenue Monrovia, CA 91016 Phone: 626.357.0588 Fax: 626.303.7957 Web: www.civiltec.com &DOLIRUQLDƔ$UL]RQD Civil, Water, Wastewater, Drainage, and Transportation Engineering &RQVWUXFWLRQ0DQDJHPHQWƔ6XUYH\LQJ C 69578 9 FROM 37+00.00 TO 41+50.00 PLAN AND PROFILE CONSTRUCTION NOTES = -- - ~ EB 0, LL.I ,. .,, I 5 s 2 ,:I- I") :C en LL.I 5 ~ < -· -- 37+00 6 I • ..... ...... I .--- \ :::----- CALL TOLL FREE Dial 811 BEFORE YOU DIG ,!P ~ a ~ -II ti " co I-' V) "' "" \ :'( a m ~ ~ ~ " ::,. II ' L tt, ~ -i, !,.,. ir-"R PC SE , FNIS~E GM E r E: ISTNG Sl RF CE A S RE~T en I / I __ -- - -- - --t--I--t-------I--f------ - - - - --__ 1--f---1--~ 1-- - ----~ I -;-5ii 37+50 38+00 38+50 6 6 6 -- ---"p .. -<....,. ... -:,: -- . -~ 4 ----- R W 4 BASIS OF BEARINGS: -g , '-~ -,, - 8 -- ~ 6% _.,, VAR R W --] L -------~ __ _, 4' STA. 38+00 -MEDIAN SECTION / A , SCALI: 1 •~20' \. -J - rnE BEARINGS SHOWN HEREON ARE BASED UPON rnE BEARING BETWEEN o.c.s. HORIZONTAL CONTROL STATION GPS NO. 6171 AND STATION GPS NO. 6207 BEING NORlli 26'26'28" EAST, PER RECORDS ON FILE IN THE OFFICE OF lliE COUNTY SURVEYOR. BENCHMARK: lliE ELEVATIONS SHOWN HEREON ARE BASED UPON THE COUNTY OF ORANGE BENCH MARK NO. 3E-118-71, DATE 1995. ELEVATION = 71,459 FEET, (NGVD 88) 39+00 A "' ---.. - C D 0 <D ,,; "' + 4 en C "' z w ~ VJ 39+50 = 40+00 SANTA ISABEL AVENUE CD I ~ I I75.56)TC f75.501TC (74.80,lrl 40+50 I C D + Z I I (74.92/FL \ \ {? \ : ~ J Y),_ ,__...Ll ____ --+1-------\~ , .. ,_ o : ➔ ... :Cl en L, = j ◄ .. 41+00 41+50 .;~-~ ---, ----~->--:.(~r-=-=R/_~_-_-_ ...... _\-----t-_~-:_I -~=--~ --\-_ \ LIM-ITS o-, ""'° 1..::"-~;,ifuZ' --: .---. a: '-Qi) l) I'\..) '° • ?t = !,;!-@ ,J~U :' ;-----!!!I§ ~ IJIJ"\\) •'·-1--" ··-. ·:.-: .... '... . . . .·, .. ?')-' ;-·:-.. _-.. ,_. ""·• ,.,..,..· y• ·;:;,'.":'·,.--r.Y....--en ·,: ••• ·.' ·4111~ 8 (ffi+~•:~) ·:.~--.-i i:: .·.:·--~---•:.-,,,,k: t1 . .' 1·.~-: ,y --~~ ---I----'t -: ----~ I-~··~ .... ,~.-'.' ,:,:;j'•,.,,: ·-~i..:•:,•:_,_.-"-• ~,_, Q . I I _\~-~---•• .... ..._.: r•y. ,._,. .. ~ ,Y,_. •..... ~, ~r 25 .o D I ,,r-EXl,,TING CURB_J // AN l GUTTER ~ ~ o. 3 CASE "D" IRVINE A VENUE 20' 0 20' 4011 ' I GRAPHIC SCALE IN FEET -, - (i) PROTECT IN PLACE. PROFlLE SCALE HORIZ. 1 "=20' VERT. 1"=4' 0 REMOVE AND REPLACE EXISTING SIDEWALK RAMP WITH ADA COMPLIANT RAMP PER NEWPORT BEACH STD. 181-l. © REMOVE EXISTING BOMANITE STAMPED CONCRETE FROM MEDIAN. ® REMOVE AND REPLACE EXISTING DRIVEWAY APPROACH PER NEWPORT BEACH STANDARD DRAWING NO. 162-L, TYPE I. ® GRIND 2.5" OF EXISTING ASPHALT PER lliE SPECIFICATIONS. REMOVE EXISTING PAVEMENT FABRIC AT 2" DEPlli (TYP.) AND CAP TO FINISHED SURFACE WITH ARHM PAVEMENT, SEE DETAIL 2 ON SHEET 12. @ ADJUST EXISTING SEWER MANHOLE FRAME, REPLACE RING AND COVER TO GRADE PER NEWPORT BEACH STANDARD NO. 111-l. REMOVE EXISTING PCC CONCRETE FROM MEDIAN. REMOVE EXISTING PCC CURB AND GUTTER FROM CROSSWALK. CONSTRUCT CURB AND GUTTER PER NEW PORT BEACH STANDARD DRAWING NO. 183-L, TYPE "C". @ REMOVE EXISTING PCC MOWER RAMP FROM MEDIAN. @ TIE-OUT AND RECORD EXISTING SURVEY MONUMENTS PER OCPW REQUIREMENTS PRIOR TO CONSTRUCTION. SET SURVEY MONUMENTS PER NEWPORT BEACH STANDARD NO. 116-L AND RECORD PER OCPW REQUIREMENTS POST CONSTRUCTION. NOTES: 1. REPLACE ALL EXISTING TRAFFIC CONTROL LOOPS IN STREET REPAVING AND RECONSTRUCTION AREAS, SEE STRIPING PLANS. 2. REMOVE EXISTING MEDIAN IRRIGATION SYSTEM AS NECESSARY. - - -LIMITS OF PAVING I~ ----I EXISTING BOMANITE CONCRETE I • • -. I EXISTING PCC CONCRETE GRIND AND OVERLAY GRADE TO DRAIN N " C: :e 0 .E, E a. "' "' c',J - <D ' <D ' "' 0 o> 3' 'O en 0 VJ I 0 0 N "' -0 _'.;!- +' " ~ +' ~ ., +' a: .c: ~ o> 3' .9-c: .Q +' 0 :!:! .a 0 .c: " 0:: +' " " ~ +' VJ !i <( " C: -~ I .c: (J 0 " (D t:: 0 a. 3' " z 0 PLANS PREPARED BY: ~----r-A""'pp""'R""o .. VA-L~RE""'c""o .. M_M,,,,,EN""'D""'E""D: ____ A""'P""'PR""o""v_A_L ""'R""'Ec""o""M_M..,,EN'"'D""'E""D-: -R""E""v""'1E""WE""'D ... :-------r------------------------------1 ~ ~~OfESSiO,V, u 1-lC-~ , _, -=., k _-,1 engineering in c. 4f"'</y ~~'i:.R Sf-/~_;~ '1°< 6 ~,o ~ Q ~ ~~ -:i:-i ~ /Bi; ~m :;j= o:: :i:: m ;;o ASSISTANT CITY ENGINEER CITY PROJECT MANAGER - o "' MUNICIPAL OPERATIONS 0 * * DEPARTMENT DIRECTOR ----------------------------------------_'.;!-DESIGNED: DRAWN: st- o'~,>; C/V\\. R-~"(-BAS OAM t---------1 0 I: OF CA\.IYO DATE: ________ DATE: _______ CHECKED: DATE: _'.;!- ;;... ___ ..._ _________ .L, ________ ..,L, ___ ,,:;C;.:S:.:,H 1....::M::,:;A::,:R;:;::CH~2,::.01:.::6:a... _____________________ .L,s_H_E_ET ___ o_F __ _. X 42+00 43+00 44+00 45+00 46+00 41+5 0 42+50 43+50 44+50 45+50 12'' W ( A B A N D ) 12'' W ( A B A N D ) 12''W ( A B A N D ) 12''W( A B A N D ) 12''W(A B A N D ) 12''W(ABA N D ) 12''W(ABAN D ) 12''W(ABAND) 12''W(ABAND)12''W(ABAND)12''W(ABAND)12''W(ABAND)12''W(ABAND) 24''STL24''STL24''STL24''STL24''STL24''STL 24''STL 24''STL 24''STL 24''STL 24''ST L 24''ST L 24''S T L 24'' S T L CA T V CA T V CAT V CAT V CAT V CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV SD SD SD SD SD 6'' A C P 6'' A C P 6'' A C P CAT V CAT V CAT V CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV 42+00 43+00 44+00 45+00 46+00 41+5 0 42+50 43+50 44+50 45+50 R-6056-S 41 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT IRVINE AVENUE C-5869 118 West Lime Avenue Monrovia, CA 91016 Phone: 626.357.0588 Fax: 626.303.7957 Web: www.civiltec.com &DOLIRUQLDƔ$UL]RQD Civil, Water, Wastewater, Drainage, and Transportation Engineering &RQVWUXFWLRQ0DQDJHPHQWƔ6XUYH\LQJ C 69578 10 FROM 41+50.00 TO 46+00.00 PLAN AND PROFILE CONSTRUCTION NOTES = .. -- 5 ~: -~ ..... ~ -• -.... ~E II i::i::i : -. :!" ., " - lil ,, :::,. ,l"":I~ U') m "'"''r+-+-+--+--+---11--l-+-+-+--+--+--+-+--+--+---ll--l-+--f.lif!~-+--+-+--+--+---l-l--+-+-+--+--+--+-+--+--+---l-l-h,li;-+--+--+--+-+--+--+---ll--l-+-+-+--+--+--+--+--+---l-t---e; .-.t--1, ~I~ ~- .... .... t:::I en p (ij II i.w£'.'-I _.. -+--+--+---l-l-+-~-tt--+--+--+-+--+--+---ll--l-+-+-+--+--+--+-+--+--+-l---'l!,ll::'4-+-+--+--+-+--+--+---l-l-+-+-+-+--+--+-+--+--+---lict..l-+-+-+--+--+--+-+--+--+---ll--+-+-+-+--+--+-+-+--+--..-iP-f59•l-+-+-+--+--+-+--+--+---ll--l-+-+-+--+--+--+-+~,J;,;t-ll l' [;_ II cfi 11 i'-.,. ~ r.; ~ I I II > C: r -E IS INI S RI ~CE A" TR ET ~ C:.!HU '. , >--1 ROPO ED Fl IS ED GI AD. - [;j 1:::1 (/.) • + ,, -I--1---1-/ . -, ..... r-r-----------._ -L ,;;a_ - - - --1---t---I------~ r -'l' • ::-. +--+--+-+--t-1--+-+--+--+--+--t-+--+--+--+-+--t-1--+--+--+--+-+--t-1--+-+--+--+--+--11--+--+--+--+-+--t-1--+-+--+--+--+--1-+--+--+--+-+--t--11--+-+--+--+-+--t-1--+-+--+--+--+--11--+--+--+--+-H-ffl~b9,'!'<lr1:1"-+/--:;l~:?¥1Jl4i --t--11-t--+-+-+-+---t-1-t--+-+-+--t---t1...,.t--+-+-+-+--t-1-t--+-+-+-+---t-1-+-++-+--t--11-t--+-+-+-+---t-1-+-++-+--t--1H ~ ~y !:t-+-+-+--t--l-l-t--+-+-+++-+--t--t--ll-l-t--+-+-++-+-+--t--t--ll-t--t--+-+++-+-+--+--l-l-t--t--+-++-+-+--t--t--ll-l-t--+-+-++-+-+--t--t--ll-l-t--+-+-++-+-+--+-+H-·ll.t""--t-~101:>7-9--t-+---t--t--+---t--t----i-t-t-t--t---t---t--t--+----t,ct----lJ--t-t--t--t---t--t--+---t--t----i-i--t-t--t---t---t--t--+---t--t----i-t-t-t--t---t---t--t--+--t--t---t lcci LL.I ::i g < - 41+50 .... tr ------------ 42+00 ~R/W ... ----EXISTING'""CWR(l AND GUTTER 42+50 ._ -..; 14 --- 43+00 43+50 ----------------------8 44+00 ~ "' 0:, $ ~ ;5 i en ,-- . . . . -------. I 8 ------ >- ------ - + I ,v I 0. I ~ ro't$Y I/ '1 44+50 45+00 45+50 R/W\ -- ~ -• ' ' . . ~ ' ~"!) . . ,- -- > ~ C 1 8 1il -oW;t---==:---, -.. - ------==-~ -==---r-----=-----I - - ----=.--..::-,-d. --------,J:L.._ ----------• - -----=-~-~=:::=:::::=~-----====-=====~--===~~--"""'±c==~=-=--- -----_. _ _,__ - ----- ------..... - - ---+-- -----, ----- - - \_R/W IRVINE A VENUE -.. , A "'11,,. • i,.;;:; ~ ,!:!d :::J ,_ I~ -I~ 46+00 G)PROTECT IN PLACE. 0 REMOVE AND REPLACE EXISTING SIDEWALK PER NEWPORT BEACH STD. 180-L. PROFILE SCALE HORIZ. 1 • = 20' VERT. 1"=4' ® GRIND 2.5" OF EXISTING ASPHALT PER THE SPECIFICATIONS. REMOVE EXISTING PAVEMENT FABRIC AT 2" DEPTH (TYP.) AND CAP TO FINISHED SURFACE WITH ARHM PAVEMENT, SEE DETAIL 2 ON SHEET 12. @ REMOVE EXISTING PCC CONCRETE FROM MEDIAN. @ FURNISH AND INSTALL HYDRANT MARKER PER NEWPORT BEACH STANDARD NO. 902-L. {8) INSTALL 18"x18"x36" JENSEN PRECAST CONCRETE DROP INLET WITH ATIRIUM GRATE, SEE DETAIL 2 ON SHEET 14. INSTALL 12" RCP DRAIN PIPE AS SHOWN. @ CONSTIRUCT CASE-1 SIDE JUNCTION CONNECTION ASSEMBLY PER CITY OF NEWPORT BEACH STD.-312-L. @ REMOVE EXISTING IRRIGATION BACKFLOW DEVICE, WATER METER, CAP ENDS AND ABANDON IN PLACE TO THE MAIN LINE. NOTES: 1. REPLACE ALL EXISTING TIRAFFIC CONTIROL LOOPS IN STIREET REPAVING AND RECONSTIRUCTION AREAS, SEE STRIPING PLANS. 2. REMOVE EXISTING MEDIAN IRRIGATION SYSTEM AS NECESSARY . - - -LIMITS OF PAVING I~ I EXISTING BOMANITE CONCRETE ~I __ ._'_~I EXISTING PCC CONCRETE ~I ____ ~I GRIND AND OVERLAY GRADE TO DRAIN N " C: t 0 .E, E C. 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C & G I I PER PLAN TYPICAL MEDIAN SECTION NOT TO SCALE 20' 0 20' 4011 GRAPHIC SCALE IN FEET APPROVAL RECOMMENDED: MUNICIPAL OPERATIONS DEPARTIMENT DIRECTOR DA TIE: ______ _ APPROVAL RECOMMENDED: REVIEWED: ASSISTANT CITY ENGINEER CITY PROJECT MANAGER DESIGNED: DRAWN: BAS OAM DATIE: _______ 1-C-H ... E-CK_E..,D-: --+D-A ... TE-, -----1 CSH MARCH 2016 SHEET OF N " C :;; ... 0 .E, E a. <X) "' .. - w -'-. w .::::. "' 0 Cl> ;o ""CJ "' -(/) I 0 0 c-i "' -.... -0 N / +' " " ... +' (/) / rn +' " " J: ,. Cl> ;o ,9- C .Q +' 0 ~ .a 0 ..<:: " a:: +' " " ... +' (/) " > <C " C ·;; ... 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DENSllY GEOTEXTILE FULLY WRAPED AROUND PEA GRAVEL, 140N MIRAFI 6" PERFORATED SDR 40 PVC PIPE 3/4" PEA GRAVEL MINIMUM 6" PERMEABLE MATERIAL BELOW PIPE TYP. SUBDRAIN TRENCH 5• I • • I 0 0 ~ HOLES 120·0·0· 1 1/2"1 HOLES 6 0 0 6" SUBDRAIN DETAIL SCALE: N.T.S. NOTE: PERFORA llONS TO BE LAID DOWNWARD POSITION IN TRENCH BASIS OF BEARINGS: --CliY _QE__lll EWP-OR'r BOCH ------ ---------- CUSTOM 1'-5" HEIGHTS TO 5'-6" EXISTING CURB AND GUTTER 5" 1'-0" • TO s'-o" CUSTOM PIPE OPENINGS AVAILABLE I'l-43,l;'s Oitr:h, (;\ml?., f'r.::m,., ----------------------------------- H-•tJ:45 t,-r f:-"<HVi' S.,.d,-,,: S(f(!flfl!' lioollivc PfMIHl!lll> G_rate0 i'rnme -1.,se ,a,·lirKJ" s·c SJit,,h!c for u,·o et ;ow po ,its ct:, -~-, iro,1o0 areas J,10 '>'ill o,oi1 a n,bsta,,,,-•:cilrITT10 ct >Yacc v,nor ~o'r, st s•dos ------C~i-e-,,,;,-,,,"-'""~l,e,·---·"··---··-•-------- Ctitalog No ~-4J4'; Gcate Overall G,at .. Tap Size F,~m<> (lve,·ntr Median Ornto M.edlum Duty 2oix26 l~.dZ 10~26 ___________ 12\12 ,o,,c -· "· "'~'"''· <'1ALOC "1''1C 'T, L;W,l """" "'"' ore:-, TEJ Hn 'J •• '8 ·-, ~ht Grate _ 1-leiyhl Fram~ ·;,re CLICK HER[ lo relurn Lo \hu T11blt! ot Comunts NOTE: MODIFIED GRATE TO FIT PROPOSED CATCH BASIN. 18"x18" DROP INLET AND ATRIUM GRATE ED SCALE: N.T.S. PLANS PREPARED BY: UNIVERSITY DRIVE / ' ' .........._..., ____ _ -----+----~---- __________ L _____________ _ 20· 0 20· 40" ~ I UNIVERSITY DRIVE GRAPHIC SCALE IN FEET PROTECT IN PLACE. REMOVE EXISTING PCC CONCRETE FROM MEDIAN. REMOVE EXISTING PCC CURB AND GUTTER FROM CROSSWALK. CONSTRUCT CURB AND GUTTER PER NEW PORT BEACH STANDARD DRAWING NO. 183-L, TYPE 11C11• @ EXISTING MEDIAN CONCRETE TO REMAIN. @ SAWCUT, REMOVE EXISTING AC TO FULL DEPTH. REPLACE AC TO EXISTING THICKNESS +1". NOTES: 1. REPLACE ALL EXISTING TRAFFIC CONTROL LOOPS IN STREET REPAVING AND RECONSTRUCTION AREAS, SEE STRIPING PLANS. 2. REMOVE EXISTING MEDIAN IRRIGATION SYSTEM AS NECESSARY. • f I EXISTING PCC CONCRETE -· · ~ GRADE TO DRAIN REMOVE LANDSCAPE/HARDSCAPE AND IRRIGA llON SYSTEM EXIST. IMPROVEMENTS LL. • 3 EXIST. C & G ~ ~ EXIST. GRADE ----~Llr_ =--s..::._~ __ ~...1__y ___ _ I I PER PLAN TYPICAL MEDIAN SECTION NOT TO SCALE N " C t: 0 .E, E a. <X) "' -(/) I 0 0 c-i "' -0 ;:!, +' " ~ +' ~ rn +' ~ J: ~ O> 3: ,9- c .Q +' 0 ~ -" 0 .c " a:: +' " " ~ +' (/) !!/ <C " C -~ I .c (J 0 " (D t: 0 a. 3: " z 0 ~---1-A ..... PP"""R"""o-vA""L ....... RE""'c"""o""t.t-ME""'N""'D""E"'D: ___ A""P""'PR""'o""v_A_L ""R""'Ec""'o""t.t-M""EN .. D"""E""D-: "'T'R""'E""vi"""E""WE""'D"":-------r------------------------------1 ~ u CALL TOLL FREE Dial 811 BEFORE YOU DIG THE BEARINGS SHOWN HEREON ARE BASED UPON THE BEARING BETWEEN O.C.S. HORIZONTAL CONTROL STATION GPS NO. 6171 AND STATION GPS NO. 6207 BEING NORTH 26'26'28" EAST, PER RECORDS ON FILE IN THE OFFICE OF THE COUNTY SURVEYOR. I 0 0 c-i ~J ~t ~ o:: :i::: m ;c ASSISTANT CITY ENGINEER CITY PROJECT MANAGER -BENCHMARK: THE ELEVATIONS SHOWN HEREON ARE BASED UPON THE COUNTY OF ORANGE BENCH MARK NO. 3E-118-71, DATE 1995. ELEVATION = 71,459 FEET, {NGVD 88) o en MUNICIPAL OPERATIONS 0 DEPARTMENT DIRECTOR i-D_E_S-IG_N_ED_: ___ DR_A_WN_: --------------------------------? 1-------..... B_A_s+-______ o_A __ M 1---------1 5 DATE: ________ DATE: _______ CHECKED: DATE: ;:!, ;;... ___ .._ _________ .a.. ________ ..,1, ___ ,,:;C:;;:SH~...::M::;A::,:R:;::CH.:.,:;2~01:,::6:a... _____________________ .a..s_H_E_ET ___ 0_F __ _. x 10+00 11+00 12+00 13+00 14+00 15+00 16+00 10+50 11+50 12+50 13+50 14+50 15+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 10+50 11+50 12+50 13+50 14+50 15+50 LA N E BI K E L A N E B I K E LA N E BI K E 16+00 17+00 18+00 19+00 20+00 21+00 15+50 16+50 17+50 18+50 19+50 20+50 LA N E BI K E R-6056-S 41 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT IRVINE AVENUE C-5869 118 West Lime Avenue Monrovia, CA 91016 Phone: 626.357.0588 Fax: 626.303.7957 Web: www.civiltec.com &DOLIRUQLDƔ$UL]RQD Civil, Water, Wastewater, Drainage, and Transportation Engineering &RQVWUXFWLRQ0DQDJHPHQWƔ6XUYH\LQJ C 69578 15 FROM STA. 10+00.00 TO 21+00.00 STRIPING AND SIGNING CONSTRUCTION NOTES STRIPING PLAN STRIPING AND SIGNING GENERAL NOTES LEGEND SIGNS NOTES SANTIAGO DRIVE I ® LOOPS(8)~-------• (2)-R~3-3(CA) 2 L........-~ TYRE N(CA) 50' -... ,.,., 182' r{45) D b _g, 292' C ------ LOOPS(2)~ ~(TYP.) ~ EX. R/W "' 11111 ·o - 104' -- R81(CA) 50 R7-9 W/POST . . . . -~--•-•'·: .. ---- \a' -- ~ ~ R4-7 R3-4 ·~-... ~bri --- j _. --- R10- R7- W/PO ., ., ., -_/ --=-------------------------___..,.,. 1. 2. 3. 4. 5. 6. ,... b - SANTIAGO DRIVE ALL WORK SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIAL PROVISIONS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK), 2012 EDITION AND ALL SUPPLEMENTS, THE CALTRANS STANDARD PLANS DATED 2014, THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD) DATED JANUARY 2014, THESE PLANS AND THE CITY OF NEWPORT BEACH STANDARDS AND POLICIES. THE LAYOUT FOR ALL PROPOSED PAVEMENT MARKINGS AND /OR TRAFFIC STRIPING SHALL BE "PRE-MARKED" AND/OR "CAT-TRACKED" FOR INSPECTION BY THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO FINAL APPLICATION OF PAVEMENT MARKINGS OR STRIPING. THE EXACT LOCATION OF ALL PERMANENT PAVEMENT MARKINGS, TRAFFIC STRIPING AND /OR SIGNAGE SHALL BE ACCEPTIED BY THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO APPLICATION. MATERIALS SHALL COMPLY WITH SECTION 210-1.6 "PAINT FOR TRAFFIC STRIPING, MARKING AND CURB MARKINGS" OF THE STANDARD SPECIFICATIONS OF THE PUBLIC WORKS CONSTRUCTION (GREEN BOOK), 2009 EDITION AND ALL SUPPLEMENTS. UNLESS OTHERWISE NOTED, FINAL STRIPING SHALL BE SPRAYABLE REFLECTORIZED THERMOPLASTIC AND APPLIED PER THE SPECIAL PROVISIONS, BIKE LANE LEGEND SHALL BE TWO COATS PAINT. INSTALLATION OF TRAFFIC SIGNS SHALL BE PER SPECIAL PROVISIONS AND INSTALLED ON NEW POST, EXISTING POSTS, OR EXISTING STREET LIGHTS WITH NEW BRACKETS AND STAINLESS STIEEL HARDWARE. ALL SIGNS INSTALLED ON SIDEWALKS SHALL PROVIDE 8 FT. MINIMUM CLEARANCE TO BOTTOM OF SIGN (EXCEPT R26 OR R28 SIGNS). EX.>--- ¾ --J-.Ilc, ------g ,.,~ -z...:~ .... j -· fi]. ... !!It w -------I 0 -#-32 100• .., ...... -"' a ~:!!--I -.:;;,"' -• iE,.,_ ~ --f-~ "' • ,/ -"' ~ "'¾ ® -29 ---~ -I ---~ -"' ""J~ ,.,. ----i ~ --~ Z::-- ii= -,.:::. ----~ 157• § -, co ---.;: ].~--... --. /;/ ' -... -b -..,. ~ _z@ ---·-- R2-1(35) R28(4R) (W/POST) 7. 8. 9. 10. 11. 0 ... "' ,.,., "' IRVINE DRIVE -~R81CA --~-~ RBJA(CA) ----- w ~~ 0 ,.,., w + "' N - -ID . z ~ 1a ID W1-4 W13-IP(35) 2 R7-9@) THE CONTRACTOR SHALL REMOVE ALL CONFLICTING TRAFFIC STRIPING AND PAVEMENT MARKINGS BY WET SANDBLASTING PER REQUIREMENTS OF SECTION 310-5.6.6 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) OR BY A METHOD APPROVED BY ENGINEER. BUFFERED BIKE LANES SHALL INCLUDE DIAGONAL STRIPES BETWEEN BIKE LANE AND BUFFER STRIPE. THE DIAGONAL STRIPE SHALL BE 6 INCH WHITE AT 45 GREEN ANGLE AND PLACED AT 75 FOOT INTERVALS. UNLESS OTHERWISE NOTIED, INDUCTIVE LOOPS SHALL BE 6 FEET CIRCULAR TYPE E AND CENTERED IN THE TRAVEL PORTION OF THE LANE, PLACE LIMIT LINE LOOPS IMMEDIATELY IN ADVANCE OF CROSSWALK OR LIMIT LINE, IF NO CROSSWALK. NEW STRIPING SHALL BE LOCATED PRIOR TO POSITIONING LOOPS. R81(CA) SIGN TO BE 12"x8". INSTALL BLUE REFLECTIVE MARKERS AT EVERY FIRE HYDRANT PER CITY STANDARD PLAN STD-902-L. ---------- ., ----------50 R3-2 (TYPE N-1) R7-9 W/POST ----------------- @ PAINT TYPICAL BIKEWAYS (BIKE LANES) DOUBLE LINE MARKINGS PER SPPWC 2012, STANDARD PLAN 170-0, DETAIL 39. @ PAINT TYPE II (L) ARROW MARKING PER SPPWC 2012, STANDARD PLAN 171-0. ® PAINT BIKE LANE ARROW MARKING PER SPPWC 2012, STANDARD PLAN 171-0. @ PAINT ROAD LANE-DROP MARKING PER SPPWC 2012, STANDARD PLAN 170-0, DETAIL 39A. @ PAINT ELONGATED LETTERS MARKING PER SPPWC 2012, STANDARD PLAN 171-0. ® PAINT 12" CROSSWALK MARKING PER SPPWC 2012, STANDARD PLAN 174-0 CASE II. @ PAINT 8" DIAGONAL MARKING AT 45' ANGLE AT 10 FEET INTERVAL PER SPPWC 2012, STANDARD PLAN 170-0 DETAIL 38A. @ PAINT LIMIT LINE MARKING PER SPPWC 2012, STANDARD PLAN 172-0. @ PAINT DASHED LANE WITH REFLECTORS PER SSPWC 2012, STANDARD PLAN 170-0, DETAIL 9. @ PAINT SOLID LANE WITH REFLECTORS AT TURN POCKET PER SSPWC 2012, STANDARD PLAN 170-0, DETAIL 38. @ PAINT SOLID LANE PER SSPWC 2012, STANDARD PLAN 170-0, DETAIL 38A. @ INSTALL TYPE E LOOPS DETECTOR CONFIGURATION PER CALTRANS REVISED STANDARD PLAN RSP ES-5B. @ PAINT 8" DIAGONAL MARKING AT 45' AT INTERVAL OF 75 FEET PER SPPWC 2012, STANDARD PLAN 170-0. @) INSTALL STREET SIGN PER CAL TRANS STANDARD RS-1 AND MUTCD 2014, FIGURE NO. 2A.2. @ INSTALL OBJECT MARKER TYPE N (CA) PER MUTCD 2014, SECTION 2C.66, FIGURE 2C-13. ---------~NSTALL ON ST. \ R7-9@) @ REMOVE CRACK/CHIPPED PAINT FROM EXISTING CURB AND REPAINT RED. LIGHT (EX. R/W INSTALL ON ST. LIGHT R81(CA)@)-., I W2 2 3 ., ~ "- "' ., = ------- R7 9 ~O W/POST -@) I --\ -\ "" (TYP.)-;; --~ ® --~ -----------------------------------~ --- ---------------~ ------------~ -~ -' -. ---29 ---------= ------ --------I ""· \N. -N. c!:i. ------t--------N. ·= --0 o. ,-. ------\ -· ---N. ~ ----------\N• -N. ' ""· ---a q_ -------- --->-I a -- @1 ~ 31 ---C ' ~ ---~- T .~~;;}---- \ ;_ r .• , I @J ~ 50' ---- -- •. 8 g + -('I • ~ (I) ~ 8 J;;;; ~ co - 20' 20' 40' GRAPHIC SCALE IN FEET [D REMOVE EXISTING STREET SIGN AS NECESSARY . [I] REMOVE AND REPLACE EXISTING STREET AS NOTIED. [TI PROTECT IN PLACE EXISTING STREET SIGN. ® SIGNALIZED INTIERSECTION D CAL TRANS MODIFIED TYPE E LOOP DETIECTOR = EXISTING RED CURB TO BE REPAINTIED I SC I SIGNAL CONTROL N Q) .!: -L C .E, E a. a, Ill "' '-"' '-,.,., 0 "' 3: "O -"' C a. ·;: -VJ Ill -VJ I 0 0 N t') -Q) Q) L -VJ ~ -"' ·1 ------"' 29 ---"" ~ -"' --------~ /"®<TYP.) EX. FH /_ -------\_EX. R/W W/POST ~ <{ Q) C -----, -b -------- R28(L/R) 1 R7-9@) CALL TOLL FREE Dial 811 BEFORE YOU DIG I ------------ BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED UPON THE BEARING BETWEEN O.C.S. HORIZONTAL CONTROL STATION GPS NO. 6171 AND STATION GPS NO. 6207 BEING NORTH 26'26'28" EAST, PER RECORDS ON FILE IN THE OFFICE OF THE COUNTY SURVEYOR. BENCHMARK: THE ELEVATIONS SHOWN HEREON ARE BASED UPON THE COUNTY OF ORANGE BENCH MARK NO. 3E-118-71, DATE 1995. ELEVATION = 71,459 FEET, (NGVD 88) ------- IRVINE DRIVE PLANS PREPARED BY: ----R28(L/R) 1 R7 9@ 20' 0 GR APHIC SCALE IN FEET NOTES: 20' 40' -~ I .c u C Q) CD t:: 0 a. 3: 1. REPLACE ALL EXISTING TRAFFIC STRIPING IN STREET REPAVING AND RECONSTRUCTION Q) z APPROVAL RECOMMENDED: MUNICIPAL OPERATIONS DEPARTMENT DIRECTOR DATE: ______ _ APPROVAL RECOMMENDED: ASSISTANT CITY ENGINEER DATE: ______ _ REVIEWED: CITY PROJECT MANAGER -0 >, -u I 0 0 N t') :;j'. -0 ______________________________________ ,, DESIGNED: DRAWN: -.t BAS DAM t--------1 0 CflECKED: DA TE: SflEET OF ;:J- ;;... __ ....,1..__ ________ ..,1, ________ .._ __ ...,:C:;S:..:,H &....::M:.:;;A:,:;RC:::,fl~20~l::i6 i....-------------------....1L...------.1 x 21+00 22+00 23+00 24+00 25+00 26+00 21+50 22+50 23+50 24+50 25+50 21+00 22+00 23+00 24+00 25+00 26+00 21+50 22+50 23+50 24+50 25+50 LA N E BIK E LA N E BI K E 26+00 27+00 28+00 29+00 30+00 31+0 0 26+50 27+50 28+50 29+50 30+50 ĿĿĿĿĿĿĿĿĿĿĿĿ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ ĿĿ Ŀ Ŀ Ŀ Ŀ ĿĿĿĿ ĿĿ ĿĿ ĿĿĿĿĿĿĿĿĿĿĿĿ 26+00 27+00 28+00 29+00 30+00 31+0 0 26+50 27+50 28+50 29+50 30+50 ĿĿĿĿĿĿĿĿĿĿĿĿ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ ĿĿ Ŀ Ŀ Ŀ Ŀ ĿĿĿĿ ĿĿ ĿĿ ĿĿĿĿĿĿĿĿĿĿĿĿĿĿĿĿĿĿĿĿĿĿĿĿ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ ĿĿ ĿĿ ĿĿ LA N E BI K E R-6056-S 41 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT IRVINE AVENUE C-5869 118 West Lime Avenue Monrovia, CA 91016 Phone: 626.357.0588 Fax: 626.303.7957 Web: www.civiltec.com &DOLIRUQLDƔ$UL]RQD Civil, Water, Wastewater, Drainage, and Transportation Engineering &RQVWUXFWLRQ0DQDJHPHQWƔ6XUYH\LQJ C 69578 16 FROM STA. 21+00.00 TO 30+50.00 STRIPING PLAN LEGEND SIGNS NOTES STRIPING AND SIGNING CONSTRUCTION NOTES -- R1-1 W53 1-.. •-•. ·•. ' •. ---· I----, ---- -- R28(CA) R7-9@) TYPE N-1 CALL TOLL FREE Dial 811 BEFORE YOU DIG ------ ---- I I L~ ~ R3-4 OM2-1H co -100' "'- ~ ------ 20· -- R28(L/R) 1 R7-9@ 0 GRAPHIC SCALE IN FEET INST. ON ST. LIGHT 50' 20· @ R7-9 (INST. ON ST. LIGHT) 3 R2-1(35) EX. R/W -......... = --------- J® ------------- - EX. R/W:,.r -------------- IRVINE A VENUE - 40' EX. R/W a co -- = i--- -I (INST. ON ST. LIGHT) R81 (CA) R81 A(CA) 5o R28(CA) R4-7 2 R3-3 =r------{ 6-1 (R Tl "'"' 50 OM2-1H ~ I ~ -~ TYPE N-1[:D R4-7 2 ---;-@) ~ --I --€ ->::::_ -49 TYP.) ......_ --------------R7-9 TYPE N-1(CA) 5o -----W/POST -... ""' ""' ~ ... INST. ON ST. LIGHT □ ~ ------- ----- ----- • - .... @ PAINT TYPICAL BIKEWAYS (BIKE LANES) DOUBLE LINE MARKINGS PER SPPWC 2012, STANDARD PLAN 170-0, DETAIL 39. @ PAINT TYPE II (L) ARROW MARKING PER SPPWC 2012, STANDARD PLAN 171-0. ® PAINT BIKE LANE ARROW MARKING PER SPPWC 2012, STANDARD PLAN 171-0. @ PAINT ROAD LANE-DROP MARKING PER SPPWC 2012, STANDARD PLAN 170-0, DETAIL 39A. @ PAINT ELONGATED LETTERS MARKING PER SPPWC 2012, STANDARD PLAN 171-0. @ PAINT 12" CROSSWALK MARKING PER SPPWC 2012, STANDARD PLAN 174-0 CASE II. @ PAINT MEDIAN ISLAND MARKING PER SPPWC 2012, STANDARD 170-0, DETAIL 29. ® PAINT LIMIT LINE MARKING PER SPPWC 2012, STANDARD PLAN 172-0. @ PAINT DASHED LANE WITH REFLECTORS PER SSPWC 2012, STANDARD PLAN 170-0, DETAIL 9. @ PAINT SOLID LANE WITH REFLECTORS AT TURN POCKET PER SSPWC 2012, STANDARD PLAN 170-0, DETAIL 38. @ PAINT SOLID LANE PER SSPWC 2012, STANDARD PLAN 170-0, DETAIL 38A. @ INSTALL TYPE E LOOPS DETECTOR CONFIGURATION PER CALTRANS REVISED STANDARD PLAN RSP ES-58 . @ PAINT 8" DIAGONAL MARKING AT 45" AT INTERVAL OF 75 FEET PER SPPWC STANDARD PLAN 170-0. @ INSTALL STREET SIGN PER CALTRANS STANDARD RS-1 AND MUTCD 2014, FIGURE NO. 2A.2. @ PAINT 4" SOLID WHITE LANE PER CALIFORNIA MUTCD 2014, FIGURE 38-106(CA), DETAIL 278. @ INSTALL OBJECT MARKER TYPE N (CA) PER MUTCD 2014, SECTION 2C.66, FIGURE 2C-13. NOTES: [D REMOVE EXISTING STREET SIGN AS NECESSARY. [I] REMOVE AND REPLACE EXISTING STREET SIGN AS NOTED. 0 PROTECT IN PLACE EXISTING STREET SIGN. ® SIGNALIZED INTERSECTION D CALTRANS MODIFIED TYPE E LOOP DETECTOR 1Z12Z1 EXISTING RED CURB TO BE REPAINTED 1. REPLACE ALL EXISTING TRAFFIC STRIPING IN STREET REPAVING AND RECONSTRUCTION "' i< ,, N "' C C. ·;: -VJ <D -VJ I 0 0 N .,., ------------------ ..-~8(L/R) 1 IRVINE A VENUE BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED UPON THE BEARING BETWEEN O.C.S. HORIZONTAL CONTROL STATION GPS NO. 6171 AND STATION GPS NO. 6207 BEING NORTH 26'26'28" EAST, PER RECORDS ON FILE IN THE OFFICE OF THE COUNTY SURVEYOR. BENCHMARK: THE ELEVATIONS SHOWN HEREON ARE BASED UPON THE COUNTY OF ORANGE BENCH MARK NO. 3E-118-71, DATE 1995. ELEVATION = 71,459 FEET, (NGVD 88) PLANS PREPARED BY: ------------ R28(L/R) 1 R7-9@ 1------------- .... ----R7-9@ - APPROVAL RECOMMENDED: MUNICIPAL OPERATIONS DEPARTMENT DIRECTOR DATE: ______ _ APPROVAL RECOMMENDED: ASSISTANT CITY ENGINEER DATE: ______ _ 20· 0 20· GRAPHIC SCALE IN FEET REVIEWED: CITY PROJECT MANAGER 40' -Q) Q) L -VJ ~ <{ Q) C -~ I .c u " Q) CD t:: 0 C. i< Q) z -0 >, -u I 0 0 N .,., :;j'. -0 ______________________________________ ,, DESIGNED: DRAWN: -.t BAS DAM t--------1 0 CHECKED: DA TE: SHEET OF ;:J- ;;... __ ....,1..__ ________ ..,1, ________ .._ __ ...,:C:;S:,.:,H &....::M:.:;;A:,:;RC:::,H~ZO~l::16 i....-------------------....lL...------.I x 31+00 32+00 33+00 34+00 35+00 36+00 30+50 31+50 32+50 33+50 34+50 35+50 36+50 31+00 32+00 33+00 34+00 35+00 36+00 30+50 31+50 32+50 33+50 34+50 35+50 36+50 Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ ĿĿĿ ĿĿĿĿĿĿĿĿĿ ĿĿĿ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ ĿĿĿ ĿĿĿĿĿĿĿĿĿ ĿĿĿ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ ĿĿĿ ĿĿĿĿĿĿĿĿĿ ĿĿĿ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ Ŀ 37+00 38+00 39+00 40+00 41+00 36+50 37+50 38+50 39+50 40+50 41+50 37+00 38+00 39+00 40+00 41+00 36+50 37+50 38+50 39+50 40+50 41+50 LA N E BI K E R-6056-S 41 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT IRVINE AVENUE C-5869 118 West Lime Avenue Monrovia, CA 91016 Phone: 626.357.0588 Fax: 626.303.7957 Web: www.civiltec.com &DOLIRUQLDƔ$UL]RQD Civil, Water, Wastewater, Drainage, and Transportation Engineering &RQVWUXFWLRQ0DQDJHPHQWƔ6XUYH\LQJ C 69578 17 FROM STA. 10+00.00 TO 14+00.00 STRIPING PLAN LEGEND SIGNS NOTES STRIPING AND SIGNING CONSTRUCTION NOTES INST. ON ST. LIGHT R26(CA) 50 INST. ON ST. LIGHT ·o. C a 0 ------------ --fi --------- ------------ ---- ----- -- .... - INST. ON ST. LIGHT ---- ------- -~- ------- Cl 0 3 INST. ON ST. LIGHT 1 W1-2a(M0D) 50 W1-2a(35) R26(CA) "io --~-----------£-1 -----~ ------ C - EX. R/W ----- ----------t- "SANTA~S~ ,_ ~ _:-en 55'± a G> --A ------- --fl ---------"io " --------------- ---------------- EX. R/W f ---~----_ ------------ EX. (2) LOOPS - -----IRVINE A VENUE 20' 0 20' 40' @ PAINT TYPICAL BIKEWAYS (BIKE LANES) DOUBLE LINE MARKINGS PER SPPWC 2012, STANDARD CALL TOLL FREE Dial 811 BEFORE YOU DIG -----r------------------ EX. R/W_/ --- R28(L/R) 2 R7-9@) GRAPHIC SCALI IN FEET PLAN 170-0, DETAIL 39. @ PAINT TYPE II (L) ARROW MARKING PER SPPWC 2012, STANDARD PLAN 171-0. ® PAINT BIKE LANE ARROW MARKING PER SPPWC 2012, STANDARD PLAN 171-0. @ PAINT ROAD LANE-DROP MARKING PER SPPWC 2012, STANDARD PLAN 170-0, DETAIL 39A. @ PAINT ELONGATED LETTERS MARKING PER SPPWC 2012, STANDARD PLAN 171-0. @ PAINT 12" CROSSWALK MARKING PER SPPWC 2012, STANDARD PLAN 174-0 CASE II. @ PAINT EDGE MARKING PER SPPPWC 2012, STANDARD PLAN 170-0, DETAIL 29. SANTA ISABEL AVE. ® PAINT LIMIT LINE MARKING PER SPPWC 2012, STANDARD PLAN 172-0. @ PAINT DASHED LANE WITH REFLECTORS PER SSPWC 2012, STANDARD PLAN 170-0, DETAIL 9. N Q) C .... .... --- ~ ----- INST. ON ST. LIGHT R26(CA) R4-11 50 R2-1 (35) 2 D C a co _@7 __ _ -- --.-----45 --- ___.----+ - -----29 - ----- - (TYP.) ~;..~~---:'.~-~~~~::::..:~~~Fai!!!!!!!~Bf 100 -- "' --t---356' TO DVANCED LOOPS ___ _,,_..,_,._--f¥,.,..- - - - ---+- co -- R28(L/R) 1 R7-9@ IRVINE A VENUE NOTES: so· ( TYP.) 48,l---'"\ TYPE N-1 W/P0ST W1-7,,;;;.. W/P0ST'®,, --T R6-2 @1 W/P0ST ~ I TYPE N-1 W/P0ST 1. REPLACE ALL EXISTING TRAFFIC STRIPING IN STREET REPAVING AND RECONSTRUCTION BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED UPON THE BEARING BETWEEN 0.C.S. HORIZONTAL CONTROL STATION GPS NO. 6171 AND STATION GPS NO. 6207 BEING NORTH 26'26'28" EAST, PER RECORDS ON FILE IN THE OFFICE OF THE COUNTY SURVEYOR. BENCHMARK: THE ELEVATIONS SHOWN HEREON ARE BASED UPON THE COUNTY OF ORANGE BENCH MARK NO. 3E-118-71, DATE 1995. ELEVATION = 71,459 FEET, (NGVD 88) PLANS PREPARED BY: C C 0 (TYP.) 481--1 R26(CA)@ W1-4 W13-IP(35 EX. R/W -- • ca_ @ PAINT SOLID LANE WITH REFLECTORS AT TURN POCKET PER SSPWC 2012, STANDARD PLAN 170-0, DETAIL 38. @ PAINT SOLID LANE PER SSPWC 2012, STANDARD PLAN 170-0, DETAIL 38A. @ INSTALL TYPE E LOOPS DETECTOR CONFIGURATION PER CALTRANS REVISED STANDARD PLAN RSP ES-SB. @ PAINT 8" DIAGONAL MARKING AT 45• AT INTERVAL OF 75 FEET PER SPPWC STANDARD PLAN 170-0. @ INSTALL STREET SIGN PER CALTRANS STANDARD RS-1 AND MUTCD 2014, FIGURE NO. 2A.2 . @ PAINT 4" SOLID WHITE LANE PER CALIFORNIA MUTCD 2014, FIGURE 3B-106(CA), DETAIL 27B. -----.--------t--"--1 ® INSTALL OBJECT MARKER TYPE N (CA) PER MUTCD 2014, SECTION 2C.66, FIGURE 2C-13. ~ lq so' ~ 8 goo 41 "'· + __ :i . ~~~~~~~~~-~~9 <i OM2~~1-""'--.'\. ~:;·;:_~:;-,:_r::;~::>:~~:'::•:~l--<ii--. _•i_cv __ ,t; 8 [D REMOVE EXISTING STREET SIGN AS NECESSARY. [I] REMOVE AND REPLACE EXISTING AS NOTED. R4-7 2 OM2-1H@ ,,,.....,~~~~~~t~~~~ m ~ ~ Wl-4 W13-IP(35) C APPROVAL RECOMMENDED: WVo -- EX. R/W 20' 0 -~;,,c ca. ---V EX. FH -- 50 R7-9 R81(CA) W/P0ST 20' 2 GRAPHIC SCALE IN FEET APPROVAL RECOMMENDED: REVIEWED: 40' ASSISTANT CITY ENGINEER CITY PROJECT MANAGER 0 PROTECT IN PLACE EXISTING STREET SIGN. ® SIGNALIZED INTERSECTION D CAL TRANS MODIFIED TYPE E LOOP DETECTOR IZ:'2ZI EXISTING RED CURB TO BE REPAINTED -ilt FLASHING BEACON I SC I SIGNAL CONTROL t'. 0 .E, E a. I') 0 c'-J "' i< ,, ,,.; "' C a. ·;: -VJ r---VJ I 0 0 N I') -Q) Q) L -VJ ~ <{ Q) C -~ I .c u 0 Q) CD t:: 0 a. i< Q) z -0 >, -u I 0 0 N I') :;j'. -0 MUNICIPAL OPERA Tl0NS DEPARTMENT DIRECTOR ______________________________________ ,, DESIGNED: DRAWN: -.t DA TIE: ______ _ DA TIE: ______ _ BAS OAM t--------1 0 CHECKED: DA TIE: SHEET OF ;:J- ;;... __ ....1..__ ________ ..,1, ________ .._ __ ...,:C:;S:..:,H &....::M:.:;;A:,:;RC:::,H~20~l::i6 i....-------------------....1L...------.1 x 42+00 43+00 44+00 45+00 46+00 41+50 42+50 43+50 44+50 45+50 46+50 42+00 43+00 44+00 45+00 46+00 41+50 42+50 43+50 44+50 45+50 46+50 47+00 48+00 49+00 50+00 51+00 46+50 47+50 48+50 49+50 50+50 51+50 47+00 48+00 49+00 50+00 51+00 46+50 47+50 48+50 49+50 50+50 51+50 R-6056-S 41 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT IRVINE AVENUE C-5869 118 West Lime Avenue Monrovia, CA 91016 Phone: 626.357.0588 Fax: 626.303.7957 Web: www.civiltec.com &DOLIRUQLDƔ$UL]RQD Civil, Water, Wastewater, Drainage, and Transportation Engineering &RQVWUXFWLRQ0DQDJHPHQWƔ6XUYH\LQJ C 69578 18 FROM STA. 41+50.00 TO 51+50.00 STRIPING PLAN STRIPING AND SIGNING CONSTRUCTION NOTES LEGEND SIGNS NOTES -- -,.. -----...., ---- - ----- 0 -----L - - EX. R ~ 1 R28(L/R) @)R7-9 CALL TOLL FREE Dial 811 BEFORE YOU DIG - ---- -0 -0 -- --------~ -a I ~ -------- ""'· ------------ \_EX. R/W ----- - INST. ON ST. LIGHT R26{CA) 5o "SANTA ISABEL" (RELOCATED) wv. +------------ -------- .wv ---- ----------- IRVINE A VENUE C IE 0 0 .., -----------=---~---------------------- ------ IRVINE A VENUE 20· 0 20· 40' NOTES: ---------- R2-1(35)@) R48(CA) (MOD) 3 48(TYP.) -------- ~ EX. R/W -\-~ ------------------ -- -- -- - ---- W3-3[}] --- -~ -~ - --- ---- =--------------couf.lry --, --Q ---OF N ----(TYP. X. R/W -- --- ~ ~ 8 -~ - - --- --------- - ,,.,. ----R6-1 -50 W/POST ~ . f! - -- - - SR4-1 ASSEMBLY "C" 3 20' 20' 40' GRAPHIC SCALE IN FEET o\C~ 28(L/R) @ PAINT TYPICAL BIKEWAYS (BIKE LANES) DOUBLE LINE MARKINGS PER SPPWC 2012, STANDARD PLAN 170-0, DETAIL 39. @ PAINT TYPE II (L) ARROW MARKING PER SPPWC 2012, STANDARD PLAN 171-0. ® PAINT BIKE LANE ARROW MARKING PER SPPWC 2012, STANDARD PLAN 171-0. @ PAINT ROAD LANE-DROP MARKING PER SPPWC 2012, STANDARD PLAN 170-0, DETAIL 39A. @ PAINT ELONGATED LETTERS MARKING PER SPPWC 2012, STANDARD PLAN 171-0. @ PAINT 12• CROSSWALK MARKING PER SPPWC 2012, STANDARD PLAN 174-0 CASE II. @ PAINT 8" DIAGONAL MARKING AT 45" ANGLE AT 10 FEET INTERVAL PER SPPWC 2012, STANDARD PLAN 170-0 DETAIL 38A. @ PAINT LIMIT LINE MARKING PER SPPWC 2012, STANDARD PLAN 172-0. @ PAINT DASHED LANE WITH REFLECTORS PER SSPWC 2012, STANDARD PLAN 170-0, DETAIL 9. @ PAINT SOLID LANE WITH REFLECTORS AT TURN POCKET PER SSPWC 2012, STANDARD PLAN 170-0, DETAIL 38. @ PAINT SOLID LANE PER SSPWC 2012, STANDARD PLAN 170-0, DETAIL 38A. @ INSTALL TYPE E LOOPS DETECTOR CONFIGURATION PER CALTRANS REVISED STANDARD PLAN RSP ES-58. @ PAINT 8" DIAGONAL MARKING AT 45" AT INTERVAL OF 75 FEET PER SPPWC 2012, STANDARD PLAN 170-0. @) INSTALL STREET SIGN PER CALTRANS STANDARD RS-1 AND MUTCD 2014, FIGURE NO. 2A.2. ® PAINT 4• SOLID WHITE LANE PER CALIFORNIA MUTCD 2014. FIGURE 3A-106(CA), DETAIL 278. ® INSTALL OBJECT MARKER TYPE N (CA) PER MUTCD 2014, SECTION 2C.66, FIGURE 2C-13. @ REMOVE CRACK/CHIPPED PAINT FROM EXISTING CURB AND REPAINT RED. @ PROTECT IN-PLACE EXISTING STRIPING . [TI REMOVE EXISTING STREET SIGN AS NECESSARY. 0 REMOVE AND REPLACE EXISTING STREET AS NOTED. [TI PROTECT IN PLACE EXISTING STREET SIGN. ® SIGNALIZED INTERSECTION D CAL TRANS MODIFIED TYPE E LOOP DETECTOR IZZZZl EXISTING RED CURB TO BE REPAINTED lscl SIGNAL CONTROL N " C t'. 0 .E, E a. U'.) 0 c'-J -V) I 0 0 N t') -" " L -V) ~ <{ " C -~ I .c u 0 " CD t:: 1. REPLACE ALL EXISTING TRAFFIC STRIPING IN STREET REPAVING AND RECONSTRUCTION 0 a. 3: " z GRAPHIC SCALE IN FEET BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED UPON THE BEARING BETWEEN O.C.S. HORIZONTAL CONTROL STATION GPS NO. 6171 AND STATION GPS NO. 6207 BEING NORTH 26"26'28" EAST, PER RECORDS ON FILE IN THE OFFICE OF THE COUNTY SURVEYOR. BENCHMARK: THE ELEVATIONS SHOWN HEREON ARE BASED UPON THE COUNTY OF ORANGE BENCH MARK NO. 3E-118-71, DATE 1995. ELEVATION = 71,459 FEET, (NGVD 88) PLANS PREPARED BY: APPROVAL RECOMMENDED: MUNICIPAL OPERATIONS DEPARTMENT DIRECTOR DATE: ______ _ APPROVAL RECOMMENDED: ASSISTANT CITY ENGINEER DATE: ______ _ REVIEWED: CITY PROJECT MANAGER -0 >, -u I 0 0 N t') :;j'. -0 ______________________________________ ,, DESIGNED: DRAWN: -.t BAS DAM t--------1 0 CHECKED: DA TE: SHEET OF ;:J- ;;... __ ....,1i.... ________ ..,1, ________ .._ __ ...,:C:;S:,,:,H &....::M:,:;;A:,:;RC:::,H~20~1::i6 i....-------------------....1L...------.1 x 52+00 53+00 54+00 54+98 51+50 52+50 53+50 54+50 54+98 55+00 56+0055+50 56+5052+00 53+00 54+00 54+98 51+50 52+50 53+50 54+50 54+98 55+00 56+0055+50 56+50 57+00 58+00 59+00 60+00 61+0056+50 57+50 58+50 59+50 60+50 61+5057+00 58+00 59+00 60+00 61+0056+50 57+50 58+50 59+50 60+50 61+50 R-6056-S 41 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT IRVINE AVENUE C-5869 118 West Lime Avenue Monrovia, CA 91016 Phone: 626.357.0588 Fax: 626.303.7957 Web: www.civiltec.com &DOLIRUQLDƔ$UL]RQD Civil, Water, Wastewater, Drainage, and Transportation Engineering &RQVWUXFWLRQ0DQDJHPHQWƔ6XUYH\LQJ C 69578 19 FROM 50+50.00 TO 54+50.00 STRIPING PLAN STRIPING AND SIGNING CONSTRUCTION NOTES LEGEND SIGNS NOTES La.I z :::J ~ :::E - ,----Gl W1-4 / L...::...J W13-IP(35) I - ------ - "' ~ "'I - co ,_t t --., 'b -- - - - -\ ;;:- /® D -------- D ---------1-- 00 MONTE VISTA AVENUE R28-1(L/R)0-;--=--""~<~G;-,YM dOlS - r0 ''":.----;~------------,----- ----- ----- -/~ 1/ YM• --------------------- - ' lo ,-,;;: - - --- "'! "' - ,_t t ·- ='-- 'b - - . ffi 31:: ~ m LL.I LL.I en --8 g + ~ -f8 "L • --=--~ LL.I -__ z ::::J ::c E ~ < :::E EX. ~/-W-7--,-----R7--; 50 W/POST / _________ E_x·: __ w~~~0~•-------r/ ________ / R28(L/R) 1 W/POST R81(CA) 50 W/POST -----------~-----------------E-X.~;_/-~---~~---- IRVINE A VENUE 20' 0 20' 40' GRAPHIC SCALE IN FEET SR4-1 50 ASSEMBLY "c" -------------------------------__ w_jP~S~ -----..,...-...,... -------..----------,,-------...,... ---_ _ r E~ R~w ___ --__ _,.._...-~ ;z'L "' I I~ ~ ~L ~~~~~~~~=--.:~~~::.___:~~~~~~~~~~~~~~~~===ii=-==---:~~~:....=::::::~~--1~'+~~~~~::="~=~=~~~==~~=--===~~=--~~~~~~~A~~~ ii: CALL TOLL FREE Dial 811 BEFORE YOU DIG 'b BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED UPON THE BEARING BETWEEN O.C.S. HORIZONTAL CONTROL STATION GPS NO. 6171 AND STATION GPS NO. 6207 BEING NORTH 26'26'28" EAST, PER RECORDS ON FILE IN THE OFFICE OF THE COUNTY SURVEYOR. BENCHMARK: 0 GRAPHIC SCALE IN FEET PLANS PREPARED BY: -------- 20' 40' APPROVAL RECOMMENDED: MUNICIPAL OPERATIONS DEPARTMENT DIRECTOR 29 -------·-· APPROVAL RECOMMENDED: ASSISTANT CITY ENGINEER @ PAINT TYPICAL BIKEWAYS (BIKE LANES) DOUBLE LINE MARKINGS PER SPPWC 2012, STANDARD PLAN 170-0, DETAIL 39. @ PAINT 8" DIAGONAL MARKING AT 45" AT INTERVAL OF 75 FEET PER SPPWC 2012, STANDARD PLAN 170-0. @ INSTALL STREET SIGN PER CALTRANS STANDARD RS-1 AND MUTCD 2014, FIGURE NO. 2A.2. @ PAINT 4" SOLID WHITE LANE PER CALIFORNIA MUTCD 2014, FIGURE 3A-106(CA), DETAIL 278. @ REMOVE CRACK/CHIPPED PAINT FROM EXISTING CURB AND REPAINT RED. @ PROTECT IN-PLACE EXISTING STRIPING. [D REMOVE EXISTING STREET SIGN AS NECESSARY. [TI REMOVE AND REPLACE EXISTING STREET AS NOTED. 0 PROTECT IN PLACE EXISTING STREET SIGN. ® SIGNALIZED INTERSECTION D CAL TRANS MODIFIED TYPE E LOOP DETECTOR IZ7ZI EXISTING RED CURB TO BE REPAINTED I SC I SIGNAL CONTROL NOTES· 1. REPLACE ALL EXISTING TRAFFIC STRIPING IN STREET REPAVING AND RECONSTRUCTION REVIEWED: CITY PROJECT MANAGER DESIGNED: DRAWN: THE ELEVATIONS SHOWN HEREON ARE BASED UPON THE COUNTY OF ORANGE BENCH MARK NO. 3E-118-71, DATE 1995. ELEVATION = 71,459 FEET, (NGVD 88) DATE: ______ _ BAS OAM DATE: _______ 1-C-H ... E-CK_E,_D_: --+D-A ... TE-: -----1 SHEET OF CSH MARCH 2016 N " C :;:; .. 0 E -~ E a. CJ) 0 N CJ) - ------- CJ) '-"' 0 "' ,. "O .,-; "' C a. ·.:: -(/) m -(/) I 0 0 c-i "' -.... -0 N / -" " .. -(/) / rn -" " J: ,. "' ,. ,9- C .Q -0 ~ .a 0 ..c " a:: -" " .. -(/) " > <C " C "> .. I ..c (J 0 " CD -.. 0 a. ,. " z .... 0 >, -u I 0 0 c-i "' -.... -0 N / .... -0 N / X 66+99 62+00 63+00 64+00 65+00 66+00 61+50 62+50 63+50 64+50 65+50 66+50 R-6056-S 41 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT IRVINE AVENUE C-5869 118 West Lime Avenue Monrovia, CA 91016 Phone: 626.357.0588 Fax: 626.303.7957 Web: www.civiltec.com &DOLIRUQLDƔ$UL]RQD Civil, Water, Wastewater, Drainage, and Transportation Engineering &RQVWUXFWLRQ0DQDJHPHQWƔ6XUYH\LQJ C 69578 20 FROM 61+50.00 TO 66+50.00 STRIPING PLANS STRIPING AND SIGNING CONSTRUCTION NOTES LEGEND SIGNS NOTES a, -w LL.I ::c (/) ~ (/) 0 0 • --s ·,•· . •• • V • + ... -co • ~ (/) LL.I z :::J ~ < "' 2 GRANADA WAY r R4-7 OM2-1H -- "' - - ---- CALL TOLL FREE Dial 811 BEFORE YOU DIG R3-4 R4-7 R6-1 OM2-1H ~R28-1 ----------_ ~R26(~)---,r--__ EX. LIGHT -- ------------------ ....,_ --------- -- EX. pp I IM:-7 --R6-1 TYPE N-l(CA) W POST 1 ,,-,.50 R4-7 R6-1 TYPE N-1(CA) W/POST UNIVERSITY DRIVE I \ I - ----- ----- ----- ----- ----- ------= ......... -------COlMY_ Ef ORANGE __ L _ ------:--- CITY OF NEWPORT BEACH V, L,.J ~ - "' -- --- -- - - --- (TYP.) 49 EX. FH" EX. PP ---------- ----- ----oo_ ---- ------ --co_ ---- -----/ ,-------------- BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED UPON THE BEARING BETWEEN O.C.S. HORIZONTAL CONTROL STATION GPS NO. 6171 AND STATION GPS NO. 6207 BEING NORTH 26"26'28" EAST, PER RECORDS ON FILE IN THE OFFICE OF THE COUNTY SURVEYOR. BENCHMARK: THE ELEVATIONS SHOWN HEREON ARE BASED UPON THE COUNTY OF ORANGE BENCH MARK NO. 3E-118-71, DATE 1995. ELEVATION = 71,459 FEET, (NGVD BB) R2B(L/R) IRVINE A VENUE 20' GRAPHIC SCALE IN FEET PLANS PREPARED BY: 40" R3-7 [D REMOVE EXISTING STREET SIGN AS NECESSARY. 0 REMOVE AND REPLACE EXISTING STREET AS NOTED. 0 PROTECT IN PLACE EXISTING STREET SIGN. ® SIGNALIZED INTERSECTION D CAL TRANS MODIFIED TYPE E LOOP DETECTOR fl) CAL TRANS MODI FED TYPE E LOOP DETECTOR 1Z2Z1 EXISTING RED CURB TO BE REPAINTED R2B(L/R) W/POST APPROVAL RECOMMENDED: MUNICIPAL OPERATIONS DEPARTMENT DIRECTOR UNIVERSITY DRIVE @ PAINT TYPICAL BIKEWAYS (BIKE LANES) DOUBLE LINE MARKINGS PER SPPWC 2012, STANDARD PLAN 170-0, DETAIL 39. ® PAINT BIKE LANE ARROW MARKING PER SPPWC 2012, STANDARD PLAN 171-0. @ PAINT ELONGATED LETTERS MARKING PER SPPWC 2012, STANDARD PLAN 171-0. @ INSTALL TYPE E LOOPS DETECTOR CONFIGURATION PER CALTRANS REVISED STANDARD PLAN RSP ES-5B. @ PAINT B" DIAGONAL MARKING AT 45· AT INTERVAL OF 75 FEET PER SPPWC 2012, STANDARD PLAN 170-0. @ INSTALL STREET SIGN PER CALTRANS STANDARD RS-1 AND MUTCD 2014, FIGURE NO. 2A.2. @ REMOVE CRACK/CHIPPED PAINT FROM EXISTING CURB AND REPAINT RED. @ PROTECT IN-PLACE EXISTING STRIPING. @ REMOVE PORTION OF EXISTING STRIPING AS NECESSARY, SEE GENERAL NOTES ON SHEET 15. @ PAINT INTERSECTION LANE PER CALIFORNIA MUTCD 2014, FIGURE 3A-112(CA), DETAIL 39. APPROVAL RECOMMENDED: REVIEWED: ASSISTANT CITY ENGINEER CITY PROJECT MANAGER DESIGNED: DRAWN: BAS OAM DATE: ______ _ DATE: _______ 1-C-H ... E-CK_E,_D_: --+D-A ... TE-: -----1 CSH MARCH 2016 N " C: :;:; L 0 E ·~ E a. OJ 0 N CD .::::.. CD -'-,.,., 0 en 3' "tJ CD en .!: .Q. L -"' 0 N "' I 0 0 "' ,.,., -... -0 N / -" " L -"' / rn -" " .c ;'.!-en 3' .9- C: .Q -0 ~ .a 0 .c " 0:: -" " L -"' " > <( " C: ·;;: L I .c u 0 " (D -L 0 a. 3' " z -0 >, -u I 0 0 "' ,.,., -... -0 N / ... -0 N SHEET OF / X ;: I -a·w--1-- 0 NORTH -- ----12"W(ABANDJ CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG \ 0 0 ---SD----SD----SD----SD--± --------------- ------= -CATV--=--------=-----=-CATV-=---=--CATV----=-- -CATV--= CATV-- - -CATV-- - -CATV-- -CATV-- - -CATV::;:::;,::~_-_-,.,,.---CAN OS =----~-----8!'!1{ ~·w-8''W ''W--=---3-"W----~---.l--R"W=-------=------a-"'tV 8 vv -------=-~-=--=--- - ----..:::::.::=---- D -------- - - - - - - - - - - - - - - - - --□ ----------------0------~ -~(ABANDl --_/,,{Y'. /,f - - -12'W(ABAND) - - - -12'W(ABAND) - - - -12'W(ABAND) _ -12'W(ABAND) IRVINE ~~VENUE __ _ __ A-cArv---- -;--CATV-- - -CATV--=-- - -CATV-- - -CATV-- --:C:~-- - -CATV--, -----~--CATV-- - -CATV-- - -CATV-- - -CATV ==--== --CATV SD ---=-=-~SD-===-----==----===----=--~--_:;::::::-.--_::::::::-~ t' □□ WV ---, :.--_ __. A -_:::::::::--_;::::::::--- D ~ ~----.. -z· :::;::::::....---·~ -----------1 -.'. -----~-=-==-=,=,;rs,L 24'STL --=-==°===-===-=---=:::2:S1L:=~---------------- \ \ -e. --as;;;;:.-~ ------~ ------------- s--1 ,-----(at-1"0 --- ---------- BASIS OF BEARINGS: BENCHMARK: ,,,, ,,,, ,I TCLA,Inc. LANDSCAPE ARCHITECTURE -ENVIRONMENTAL DESIGN □ CORPORATE OFFICE: JOSEPH A. VARONINA.S.LA CAJl.1737 27905SMYTH DRIVE, VALENCIA, CALIFORNII\ 91355 (PH) 661-702-1011 (FX) 661-702-0293 ■ ORANGE COUNTY OFFK:E: 22792 CENTRE DRIVE, #107, LAKE FOREST,CA92630 (PH) 949-250-1615 (FX) 949-250-1801 ,,,, ,,,, ~ y ,,,, ~ AGRONOMIC SOIL TEST LOCATION #4 SC BZ -~ 'A _, ------.., '4 ~ ,,,, ,,,, ~~~ pr.~~ ,,,, ,,,, y ,,,, NORTH DESIGNED: DRAWN: SK DATE: SK HARRY H. KOBZEFF RLA 1777 DATE NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DB 04 15 2014 -------Gs -- 20' 20' 20' ---I I N N Iii w _-It-iJ5 w w U) w ii; -' :i:: u < ---------~n ::i;; SEE SHEET 26 FOR NOTES AND SECTIONS 20' 10' 0 20' 40' 60' -----SCALE: 1"=20' C-5869 IRVINE AVENUE MEDIAN LANDSCAPING SANTIAGO DRIVE TO UNIVERSITY DRIVE LANDSCAPE CONSTRUCTION PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6056-S SHEET 21 OF 41 ,,.,,,,--- CZJ NORTH CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG __,,,-- __,,,-- -------- __,,,--__ ::::::::=== -::: :::: --- ---- . ----, ___ _ -------- WV O .. -----·~-=---------..-----,---.-----:--=-_-----;-;-------'----'-----· . . . . . . _,.---=::::=::.---=.L= __ _ W:f... -4-:J - - - - - -~::;-::--.;;;;; ----- --------=,;rs ---='i'STI.----~ --------------~ NORTH I ~ 0 w I I ----------------------::.~~ /~ --6' ,.--; -2"G-0. _,.,- ""'1r-l.t~---~:,;;e---~--~-~.e------e;,e--------=---,-- -a.z - ---EJ.z.-,----,=--,-----· o 1------6,"J'.1-------;, ~-----, __ --r• --------a ---~ nt-----Q. , __ --· -----/ -s·-w-/s < s-w--/ -UJ>"W--C---G'W---G'W----G'W----6"W----G'W----G'W----G'W----G'W----/ ~ I ------------------si------s-----©-------s----s----s-----s----s----s----s----s----s----s ~ I ~ I ~ ~ ~ I /--------- lfl I-----+ ( ~ I ---w~4 ______ _ ~ ! i -12'W(AB.6D) - - - -12'W(ABAND) - - - -12'W(ABAND) - - - - --------------------------- - - - -12'W(ABAND) - - - -12'W(ABAND) ------------ ________ 12"W(ABAND) / ""' b =.!~J===~''!::' =~~~,,~, ~~~:cc=~~§~~$~1)~=~~$~~~------------~I ~R~V~I N~E~--A~V~E~N~U~E:___ __ --~~-=-=-::-;;-;--:::::--------h --------ATV----r. ----r. ---r. --------r. ___ r -----~~~~:=-..::. ~ BASIS OF BEARINGS: BENCHMARK: AGRONOMIC SOIL TEST LOCATION #3 ,I TCLA,Inc. LANDSCAPE ARCHITECTURE -ENVIRONMENTAL DESIGN □ CORPORATE OFFICE: JOSEPH A. VARONINA.S.LA CAJl.1737 27905SMYTH DRIVE, VALENCIA, CALIFORNII\ 91355 (PH) 661-702-1011 (FX) 661-702-0293 ■ ORANGE COUNTY OFFK:E: 22792 CENTRE DRIVE, #107, LAKE FOREST,CA92630 (PH) 949-250-1615 (FX) 949-250-1801 HARRY H. KOBZEFF RLA 1777 DATE --::::=..---:::=:.--- --- SC BZ -~ 'A __, --------_, C-\ NO. DATE DESCRIPTION OF REVISIONS --~ ,, ,, s ~,, ,, I I DESIGNED: DRAWN: SK SK APPROVED CHECKED: DATE: DB 04 15 2014 ~ / / / / ~ 1/ / / / / / SEE SHEET 26 FOR NOTES AND SECTIONS 20' 10' 0 20' 40' --60' ---SCALE: 1"=20' C-5869 IRVINE AVENUE MEDIAN LANDSCAPING SANTIAGO DRIVE TO UNIVERSITY DRIVE LANDSCAPE CONSTRUCTION PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6056-S SHEET 22 OF 41 ;,;; I I CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG I I «,; ~«, «, ,,, ,,, ,,, ,,, / / / / / ~' 1 / ,~ ,,, ~ ,,, I I ;"' I II / ;"' / / ,#/'/ ~It / ~ / I ,- ~/ / ~-!f."- 1' ~-§ ~4 I I I ~-171<- 11 I e, I I I I I /// '¥/ J,,~ .,,_.,/ 4' I / I I 1 /// ffi 11/ it " I I I CZ] NORTH BASIS OF BEARINGS: BENCHMARK: TCLA,Inc. LANDSCAPE ARCHITECTURE -ENVIRONMENTAL DESIGN □ CORPORATE OFFICE: JOSEPH A. VARONINA.S.LA CAJl.1737 27905SMYTH DRIVE, VALENCIA, CALIFORNII\ 91355 (PH) 661-702-1011 (FX) 661-702-0293 ■ ORANGE COUNTY OFFK:E: 22792 CENTRE DRIVE, #107, LAKE FOREST,CA92630 (PH) 949-250-1615 (FX) 949-250-1801 HARRY H. KOBZEFF RLA 1777 DATE / / NORTH DSC BZ .,.. .,.. .,.. -~ 'A _, :::-.: --=~:::.~=:.~,". _, '--\ NO. I --___ , __ !l...E_ ---C 9 ---M.,9----M .. -__ M,,9 ---- NOTE: EXISTING PALM TREE SHALL BE DUG AND PROFESSIONALLY BOXED IN A MINUMUM 24" BOX AND TRANSPORTED TO THE BIG CANYON RESERVOIR ON SAN MIGUEL DRIVE, PER ENGINEER'S DIRECTION, DATE DESCRIPTION OF REVISIONS --12'W(ABAND ----C DESIGNED: DRAWN: SK SK APPROVED CHECKED: DATE: DB 04 15 2014 f I -1 -CATV-uj-• ~ -6"W-~ -s----s-w m <C !!? ~ ~ z Iii ~ ~ .,, (ABAND) ----12' I- ~ SEE SHEET 26 FOR NOTES AND SECTIONS 20' 10' 0 20' 40' --60' ---SCALE: 1"=20' C-5869 IRVINE AVENUE MEDIAN LANDSCAPING SANTIAGO DRIVE TO UNIVERSITY DRIVE LANDSCAPE CONSTRUCTION PLAN CITY OF NEWPORT BEACH R-6056-S PUBLIC WORKS DEPARTMENT SHEET 23 OF 41 -- □ □ I_ -r. ---CA ----C □ --==== WV ~-w=_-_-- ~_,,.,;,--- ------------~>--24"sTL ---=--= = ~ 0 NORTH CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG BASIS OF BEARINGS: BENCHMARK: ---..._~~-=:...:--- ' ' TUSTIN ROAD \ \ \ STABILIZED DECOMPOSED GRANITE (DG) PAVING. INSTALL FLUSH WITH TOP OF CURB AND SIDEWALK. TCLA,Inc. LANDSCAPE ARCHITECTURE -ENVIRONMENTAL DESIGN □ CORPORATE OFFICE: JOSEPH A. VARONINA.S.LA CAJl.1737 27905SMYTH DRIVE, VALENCIA, CALIFORNII\ 91355 HARRY H. KOBZEFF (PH) 661-702-1011 (FX) 661-702-0293 ■ ORANGE COUNTY OFFK:E: 22792 CENTRE DRIVE, #107, LAKE FOREST,CA92630 (PH) 949-250-1615 (FX) 949-250-1801 RLA 1777 DATE DSC BZ -~ 'A _, ------i'==a--_, '--\ NO. DATE 1/ .,,, DESCRIPTION OF REVISIONS 1/" .,,, / .,,, .,,, .,,, .,,, .,,, .,,, NORTH DESIGNED: DRAWN: SK SK APPROVED CHECKED: DATE: DB 04 15 2014 .,,, .,,, '/ .,,, .,,, .,,, .,,, /4 -.,I .,c. ,c."' .,,, <) ... ----6'W----6'W- SEE SHEET 26 FOR NOTES AND SECTIONS 20' 10' 0 20' 40' --60' ---SCALE: 1"=20' C-5869 IRVINE AVENUE MEDIAN LANDSCAPING SANTIAGO DRIVE TO UNIVERSITY DRIVE LANDSCAPE CONSTRUCTION PLAN CITY OF NEWPORT BEACH R-6056-S PUBLIC WORKS DEPARTMENT SHEET 24 OF 41 w ~ ID < w w U) ul z ::::; ::c u i D ~90\ '?i1...?Lv (') -- s :c /_ --- c: f ---:;t: 6,' - !" @) ---~---- s s - (aN\IBV)M,,Z< 20' 20' ,, 20' 20' , , -/--- I' " , 87' - 12'W(ABAND) 12''W(ABAND) s s s s s 000® 2' -- , 207' _ 12"W(ABAND) 12"W(ABAND) 12'W(ABAND) 12''W(ABAND) s s s a 12"W(ABAND) I s , 12"W(ABAr J) w CII w w U) _ ___.~ -' ::c i --12·w~ rn ,ft t =--~~~~====~(O:N":":"):M,:,z::.• _________________________ ~~~~~--~~~~~~----------------------------------------------------1 :c --rn (aN"9VlM,,ZI --m- '-1 IRVINE AVENUE D C2J NORTH : I - w c,r, > '<\- <( ] -----~ cc-6"W -----...: ~ "'- i-~ -I. -Ub.TV----,_ :::"<I~-, ,., CATV CATV ; LS~--E-----E-----z \ ----------~ - 0 --6"W----6'W ::E 20' 20' --s----s----s----s--. , 00000 0 3' e ©® ,,--"--,__ --;-----l -d-r~ L--Ill ~ ~ -, --~ ._'f_ II, ')Ilg~ ~ (@l ';j) ~-'~ 0 "" ~-- , ,-85' , f\BAND) ----'W(ABAND) -?'_:0ABAND) , V m > --•-..,_ -m, -.~____if:i t-24"Sll. ---- -24"STL -----24"STL - - - - ----- -- C2J NORTH CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG ---- BASIS OF BEARINGS: BENCHMARK: -- □ ------ 20' 20' 14'\3 00 IT\ ~;Y\__ 4' ~..3/ ---' --,_ 1. 0 - lx')l{H,o -' ~ ---r -" 86' , -' - ---- -- ' r " -------- " 2' 3•,0© 30® ~ ---\ -~-I-~ ~ --d ,_ ~ ~(@ ~ 1:l) -~D 6( - 120' , , -- ---- -- ,I TCLA,Inc. LANDSCAPE ARCHITECTURE -ENVIRONMENTAL DESIGN □ CORPORATE OFFICE: JOSEPH A. VARONINA.S.LA CAJl.1737 27905SMYTH DRIVE, VALENCIA, CALIFORNII\ 91355 HARRY H. KOBZEFF (PH) 661-702-1011 (FX) 661-702-0293 ■ ORANGE COUNTY OFFK:E: 22792 CENTRE DRIVE, #107, LAKE FOREST,CA92630 (PH) 949-250-1615 (FX) 949-250-1801 RLA 1777 DATE -·-· -·-· -·-· ,--.n,_ FS:11::= ==::2:4"SIL: ~K= - - - - - - - - -- ------ 20' " 20' 20' 20' " /4"\ ®0 0® 0® '~Y ~ ir --' - ---_j • ~ ~ ' ~ ~-0 .U'" __ po '" If' --_ \,--- 88' - IRVINE -- SC BZ -~ 'A __, --------__, '--\ -- NO. ' ,, 45•\ , AVENUE -- -- DATE DESCRIPTION OF REVISIONS -,n,_ ,--.n,_ -·--·-- '.I--' ~IL~ I =24"SIL =24"SIL -= ----- - - - - - E -- -------- ---- - - ,, \ , \ ' -- / / / '\. 20' 20' 20' 20' ®© 00 00 ®00®0 r,,10· 3' 2' 1(f)(j) co "' ~;Y I-w w ~--in ll1 • 11~ ' -rn ~ -"4 ~ '"' _1/9 0 -' -st ~ -"" ~---.. - 87' , \ ---- -- AGRONOMIC SOIL TEST LOCATION # 1 DESIGNED: DRAWN: SK SK APPROVED CHECKED: DATE: DB 04 15 2014 -\ ~--~--1-1~--~ ~- -_---oc -::c U) -w ~ --~-----w U) ,_ ul' ,, -- -208' ~ ::c ~ ---- ----- E SEE SHEET 26 FOR NOTES AND SECTIONS 20' 10' 0 20' 40' 60' -----SCALE: 1"=20' C-5869 IRVINE AVENUE MEDIAN LANDSCAPING SANTIAGO DRIVE TO UNIVERSITY DRIVE LANDSCAPE CONSTRUCTION PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6056-S SHEET 25 OF 41 E "' N I-w w :i:: U) w w U) ui f- z ...I :i:: 0 !;j: :ii E /1\ 3' 0 ~,3/ 2' ~ --~----::rl m_--tl-:_ -- - ------ ...... CZJ ~ NORTH CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG I ~ I -r,., ' ( .,_, ~ , ---- BASIS OF BEARINGS: BENCHMARK: - - 000 /® /3\ ~~ © ®0 © ~)' ' -f 'lft~ -ff -....,,.. -I-'-\ J [9))' --~ f/QP =" 1~rw \gf (gl1 __,I --- - - IRVINE AVENUE --- -- - FINISH GRADE 3" BELOW TOP OF CURB, TYPICAL FINISH GRADE 3" BELOW TOP OF EDGE, TYPICAL 5' B' ----__ I !TI __ - - - - -., ,... SLOPE FINISH GRADE 2% TO CENTER/LOW POINT OF MEDIAN FROM LOWEST CURB EXISTING CURB & GUTTER, TYPICAL EXISTING GUARD RAIL LOCATE DRY-WELLS ON MEDIAN FLOW LINES, TYPICAL SLOPE FINISH GRADE 2% TO CENTER/LOW POINT OF MEDIAN FROM LOWEST CURB EXISTING CURB & GUTTER, TYPICAL --' ....__________ I -- ------ 2 MIN. TO OULDERS, NTS. FINISH GRADE 3" BELOW TOP OF CURB, TYPICAL OVER-EXCATE 4" DEPTH FOR GRAVEL ROCK BED. INSTALL A SHOVEL CUT EDGE FOR CONTAINING ROCK BED, TYPICAL FINISH GRADE 3" BELOW TOP OF CURB, TYPICAL 0 ~~~~~~=~EDIAN SECTION ,I TCLA,Inc. LANDSCAPE ARCHITECTURE -ENVIRONMENTAL DESIGN □ CORPORATE OFFICE: JOSEPH A. VARONINA.S.LA CAJl.1737 27905SMYTH DRIVE, VALENCIA, CALIFORNII\ 91355 (PH) 661-702-1011 (FX) 661-702-0293 ■ ORANGE COUNTY OFFK:E: 22792 CENTRE DRIVE, #107, LAKE FOREST,CA92630 (PH) 949-250-1615 (FX) 949-250-1801 HARRY H. KOBZEFF RLA 1777 DATE SC BZ -~ 'A _, -------"' '4 NO. DATE -- < ~ "' 15' DESCRIPTION OF REVISIONS - ? < --~ --~ LOCATE DRY-WELLS ON t.lEDIAN FLOW LINES, TYPICAL RANDOM BOULDER INSTALLATIONS PER PLAN SLOPE FINISH GRADE 2% TO CENTER/LOW POINT OF MEDIAN FROM LOWEST CURB EXISTING CURB & GUTTER, TYPICAL OCK BEDS, INSTALL WEED- BARRIER MATERIAL UNDER ROCK MAT. LOCATE DRY-WELLS ON MEDIAN FLOW LINES, TYPICAL RANDOM BOULDER INSTALLATIONS PER PLAN SLOPE FINISH GRADE 2% TO CENTER/LOW POINT OF MEDIAN FROM LOWEST CURB EXISTING CURB & GUTTER, TYPICAL ( --~ I # =---- - ( ( ----~ "' ...... ' ' ~~ CONSTRUCTION NOTES: ALL WORK SHALL CONFORM TO APPLICABLE LOCAL CODES. ROCK AND GRAVEL BEDS SHALL BE OVER-EXCAVATED 4 • TO RECEIVE MIXED ROCK BED. LOCATED ROCK IN A RANDOM MANNER THROUGHOUT THE BED. INSTALL WEED BARRIER UNDER ALL ROCK BEDS. BOULDER LOCATIONS SHOWN INDICATE APPROXIMATE LOCATIONS AND SHALL BE RANDOM IN PATTERN. ALL REAL BOULDERS SHALL BE DUG IN 1/2 THE DIAMETER OF THE HEIGHT OF THE EXPOSED BOUUDER, ARTIFICIAL BOUUDERS SHALL BE DUG IN SUCH A MANNER AS TO APPEAR BURIED 1 /2 THE VISUAL SIZE. CONTRACTOR SHALL GRADE THE MEDIANS 2% TOWARD THE CENTER IN ALL PLANTING AREAS AS POSSIBLE, REFER TO CIVIL PLANS FOR ACTUAL GRADES. ROCK AND BOULDERS ARE AVAILABLE AT TRI-STATE MATERIALS, WINCHESTER, CALIFORNIA, OR EQUAL. JESSE HERNANDEZ (951) 926-5522. PROVIDE SAMPLES FOR APPROVAL BY ENGINEER PRIOR TO ORDERING. ARTIFICIAL GFRC (GLASS FIBER REINFORCED CONCRETE) BOULDERS SHALL BE APPROVED BY THE ENGINEER AS TO SIZE, TEXTURE AND COLOR PRIOR TO PURCHASE AND DELIVERY. ARTIFICIAL BOULDERS SHALL CONFORt.l TO THE COBBLE ROCK AND NOT BE GRAY /WHITE IN COLOR, BUT BE IN TAN TONES TO MATCH SMALLER REAL BOULDERS. BOUUDERS MAY REQUIRE MULTIPLE COLORS ON EACH BOULDER TO APPEAR NATURAL TO THE SATISFACTION OF THE ENGINEER. ARTIFICIAL ROCK MAY NOT BE PLASTIC OR OTHER MATERIAL OTHER THAN GFRC. ARTIFICIAL BOULDERS SHALL BE TURNED, TILTED AND PLACED RANDOMLY TO REPRESENT NATURAL ROCK OUTCROPPINGS. DO NOT REPEAT THE SAME BOUUDER EXPOSURES IN OUTCROPPINGS. BOULDER LEGEND: BOUUDER LOCATIONS ARE DIAGRAMMATIC AND SHALL BE FIELD VERIFIED PRIOR TO DIGGING. DIMENSIONS ARE APPROXIMATE. SEE DETAIL 2, SHEET 40. 0 DENOTES ARTIFICIAL GRANITE BOULDER (COLORS TO CONFORM WITH COBBLE COLOR) WITH MAXIMUM DIMENSION OF 4' DIAMETER IN THE LONGEST DIMENSION. DIG TO APPEAR A MINIUMUM OF 50% INTO FINISH GRADE. DENOTES ARTIFICIAL GRANITE BOULDER (COLORS TO CONFORM TO COBBLE COLOR) WITH MAXIMUM DIMENSION OF 3' DIAMETER IN THE LONGEST DIMENSION. DIG TO APPEAR A MINIMUM OF 50% INTO FINISH GRADE. l)FNOTFS RFAI GRANITF ROIJl l)FR /C:Ol ORS TO C:ONFORIJ T0 2C,ORRI F r.rn n4P0) .... - 20• 10· o o· --60' ---SCALE: 1"=20' C-5869 IRVINE AVENUE MEDIAN LANDSCAPING SANTIAGO DRIVE TO UNIVERSITY DRIVE LANDSCAPE CONSTRUCTION PLAN DESIGNED: DRAWN: R-6056-S SK SK APPROVED CHECKED: DATE: DB 04 15 2014 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 26 OF 41 0 NORTH ----= -- --12"'W(ABANDJ CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG ------,. -_2-;:i:la..t .... -__ .,._ -- BASIS OF BEARINGS: BENCHMARK: POINT OF CONNECTION -NEW CONTROLLER 'A': 120 VAC SHALL BE BROUGHT TO THE NEW CONTROLLER BY THE CONTRACTOR. POWER IS ACCESSIBLE FROM THE ELECTRICAL PANEL ENCLOSURE LOCATED ON THE WEST CORNER OF 23RD STREET. INSTALL THE CONTROLLER WITHIN CITY BOUNDARY, NORTHWEST OF THE EXISTING GAZEBO. FINAL LOCATION SHALL BE DETERMINED BY ENGINEER. REPAIR ALL DISTURBANCE TO TURF AND/OR PLANTING AREA AS A RESULT OF THIS WORK TO THE SATISFACTION OF THE ENGINEER. STATION RUN ORDER SHALL MATCH PLANS. DISCONNECT EXISTING VALVES FROM EXISTING CONTROLLER AND REWIRE TO NEW CONTROLLER 'A'. DISCONNECT FROM EXISTING IRRIGATION MAIINLINE AND RECONNECT TO NEW 2" MAINLINE FROM MEDIAN, DOWNSTREAM OF ALL SENSORS, BACKFLOW DEVICES L AND MASTER VALVE. WIRE WITH CONTROLLER STATIONS AS SHOWN. ~~ EXISTING t--.:--,...., / .... ; --- ; ; ; ./ EXISTING GD ; --2· !!---- TCLA,Inc. LANDSCAPE ARCHITECTURE -ENVIRONMENTAL DESIGN □ CORPORATE OFFICE: JOSEPH A. VARONINA.S.LA CAJl.1737 27905SMYTH DRIVE, VALENCIA, CALIFORNII\ 91355 ,I HARRY H. KOBZEFF (PH) 661-702-1011 (FX) 661-702-0293 ■ ORANGE COUNTY OFFK:E: 22792 CENTRE DRIVE, #107, LAKE FOREST,CA92630 (PH) 949-250-1615 (FX) 949-250-1801 RLA 1777 DATE SC BZ -~ 'A _, ---------_, '--\ NO. DATE PULL ELECTRICAL WIRES FOR CONTROLLER FROM EXISTING CONDUIT AND RUN TO CONTROLLER 'A' WITHIN CONDUIT PER CODE. \ \ ---------==-as-- -- ( 3 4• ONll8'!)Mz, -__ fl "_ - fl-., I I I dO!I I I 9,.1 co "' Iii w U) w -----@ --2 () 1-1/'t -' ----~~-~ RE-INSTALL EXISTING BACKFLOW DEVICE, THIS LOCATION ONLY. POINT OF CONNECTION 'A' -POTABLE WATER: CONNECT MAINLINE DIRECTLY DOWNSTREAM OF THE EXISTING WATER METER. THE PRESSURE DERIVED FROM MIKE ALVIDREZ, NEWPORT BEACH WATER DEPARTMENT (949) 718-3419. ELEVATION 47' PEAK WATER DEMAND: SYSTEM HIGH/LOW FLOW REQUIREMENTS: AVAILABLE STATIC PRESSURE AT METER: REQUIRED MINIMUM SYSTEM PRESSURE AT METER: ADJUST SYSTEM PRESSURE REGULATOR TO: 37.7 37.7 /5.7 106.0 63.8 80.0 GPM GPM PSI PSI PSI DESIGNED: DRAWN: SK SK DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: DB 04 15 2014 NORTH SEE SHEET 32 FOR IRRIGATION NOTES AND LEGENDS. 20' 10' 0 20' 40' 60' -----SCALE: 1"=20' C-5869 IRVINE AVENUE MEDIAN LANDSCAPING SANTIAGO DRIVE TO UNIVERSITY DRIVE LANDSCAPE IRRIGATION PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6056-S SHEET 27 OF 41 .... / / /'" / _,,,,,- ___ s 0 NORTH CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG --------_,,,,,.-- _,,,,,.-- _,,,,,.-- _,,,,,------- ------- POINT OF CONNECTION: CONTROLLER 'A' CONNECT CONTROLLER 'A' TO ELECTRICAL PANEL BOX AT THIS LOCATION. PULL (1) RED, (1) GREEN AND (1) WHITE #10 STRANDED WIRE PER CllY PUBLIC WORKS STANDARDS AND MOST RECENT N.E.C. CODE BOOK. RUN WIRES THROUGH EXISTING CONDUIT TO CONTROLLER,------~[] 'A' WITHIN "PARK" AREA. (APPROX. 800 L.F.) INSTALL GROUND ROD PER N.E.C. --------------' - DASHED L ES 24 • SETBACK FRDM BACK . NO SPRAY HEADS SHALL BE LOCAT WITHIN THIS SETBACK Cl--- WV C \ ~--- @) • • • • • • _-_ :::=:.-- -~I.L....== ~-==---:::: W::L, -R - - - - - ----=~ ----- --------~T ---=-:z-l"STI.----====-=--=:::::-::s --------------~ C' NORTH I ~ 0 w I I -------------------------------------~---~---------:::::-:=;~~::; 1/ -"~.,,::/ .,.....---,2"G ~~-0 ---------=----==----e;,e-----..--e..e-----~--t;;;o---,---'E>..Z----El.Z r-,--------• o ---== ___ 6"'f'l__. 1/ _CD..--------,__ -----0-n----a '---~ -----g T\1-----· ----s·-w------_,,..,,.,.s/ -Ulw-i--s·w---s·w----s·w----s·w----s-w----s·w----'"'----"'Al --5"W--// ::C / - - ---------- ------- ----DASHEEl Ll~l£Y ENO+ES 24';,_§EFBACI( FRO~AC --s----s s.....----S----@-----s----s----s----s----s----OF CURB. ~O SPRAY HEA[J:, SHALL BE LOCATED ~ I WITHIN THIS SETBACK ~ I ~------------~ ~ ~ ~ I !fl,____ -+ ----'c<I II) w· I ~ ! i -12'W(AB.6D) ----12'W(ABAND) ----12'W(ABAND) () ------ 1/2" 3/4" ----------~2•__ ---- _----___ 12'W(ABAND) ) ----12'W(ABAND) ----12'W(ABAND) 1/2" l~~~J~==~~~~~~~~~~~~~~~~§~~~:L~B~.3~------~"'-~~--_!__"'-~~~~-----2:±~7~~~===~~ ,:;.---...... ~ _811_ 811 __ 811 _ --== IRVINE AVENUE ____ _ ,:;.---: __.---... ----r. --------r. ---_--:-::---" ___,,.. -;:::::,,.---~ __ --rlfE'tc..:::: =---i----:::::=:--~ ----=,~----::::::--- ----CATV----r. ----r. --z~~-- -_. ---24"STL -----24"STL -----24"STL -----24"STL -----24"STL-----24"Sll. ----_____ _ BASIS OF BEARINGS: BENCHMARK: ,I --------- TCLA,Inc. LANDSCAPE ARCHITECTURE -ENVIRONMENTAL DESIGN □ CORPORATE OFFICE: JOSEPH A. VARONINA.S.LA CAJl.1737 27905SMYTH DRIVE, VALENCIA, CALIFORNII\ 91355 (PH) 661-702-1011 (FX) 661-702-0293 ■ ORANGE COUNTY OFFK:E: 22792 CENTRE DRIVE, #107, LAKE FOREST,CA92630 (PH) 949-250-1615 (FX) 949-250-1801 HARRY H. KOBZEFF RLA 1777 DATE ----- SC BZ -~ 'A .., --------.., '--\ NO. DATE DESCRIPTION OF REVISIONS .... .... ~ .... .... I s .... .... ~ DESIGNED: DRAWN: SK SK APPROVED CHECKED: DATE: DB 04 15 2014 w w II) ur z ::::; ::c ~ / / / Y' / . / 1/ / .jt' / / HED LINE DENOTES 24" SETBACK FROM BACK CURB. NO SPRAY HEADS SHALL BE LOCATED THIN THIS SETBACK SEE SHEET 32 FOR IRRIGATION NOTES AND LEGENDS. 20' 10' 0 20' 40' 60' -----SCALE: 1"=20' C-5869 IRVINE AVENUE MEDIAN LANDSCAPING SANTIAGO DRIVE TO UNIVERSITY DRIVE LANDSCAPE IRRIGATION PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6056-S SHEET 28 OF 41 I ;;J I 1/ I I I I C'~~~r:.~ I 1"' I I / II 1"' I I I I " I I / ;I I 1"' I II I I I I I p ;ff ,!!, I '¥ J,,~ .£' ~ "' I I 1 / '¥ J,,~ I .,,_.,/ 4' I / I I I BASIS OF BEARINGS: CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG BENCHMARK: I 4 ~ / / 1/"' 1/ .,..,. . ~~ ,/ ' // ~ ~ .,. ,I' / ,I' y ,I' ,.,-.,, 1// \.et//i 1/ / ,I' ~ / ,.,J'/ ~ ~ / ~ / I 1/1 111 NORTH I I / / .,. ----- ---._. DASHED LINE DENOlES 24" SETBACK FROM BACK OF CURB. NO SPRAY HEADS SHALL BE LOCAlED WITHIN THIS SETBACK ---9 --------tl" ---,9 ------ --... -___ .... ------- 0 TCLA,Inc. LANDSCAPE ARCHITECTURE -ENVIRONMENTAL DESIGN □ CORPORATE OFFICE: JOSEPH A. VARONINA.S.LA CAJl.1737 27905SMYTH DRIVE, VALENCIA, CALIFORNII\ 91355 (PH) 661-702-1011 (FX) 661-702-0293 ■ ORANGE COUNTY OFFK:E: 22792 CENTRE DRIVE, #107, LAKE FOREST,CA92630 (PH) 949-250-1615 (FX) 949-250-1801 NORTH DSC BZ -~ 'A __ !LE_ f I -,-CATV-W · • 9 ---M.,9-----M .. - -E w w ---6'" s~6"W--~ ...I -6"W-~ __ M,,9--- ---s--- --------- 1 2' 3 4' s--- --------- 3 • ___ --------5 -s----s w 3/4" 3 4• 1/2" . -,. -.....,.. __ _ 14.8 -- DESIGNED: DRAWN: SK SK a:i ~ ~ 6" ~ __ 47:}!t ~ SEE SHEET 32 FOR IRRIGATION NOTES AND LEGENDS. 20' 10' 0 20' 40' 60' -----SCALE: 1"=20' C-5869 IRVINE AVENUE MEDIAN LANDSCAPING SANTIAGO DRIVE TO UNIVERSITY DRIVE LANDSCAPE IRRIGATION PLAN CITY OF NEWPORT BEACH R-6056-S HARRY H. KOBZEFF RLA 1777 DATE _, :::-.: --=~:::.~=:.~,". _, '--\ NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: DB 04 15 2014 PUBLIC WORKS DEPARTMENT SHEET 29 OF 41 0 0 W -CAW-- - -CAW-- ::: 0) I< N 1- tii IZ s" ~ -'"~. ----J /:If'! ---- -~-------------- l_r. ----r. □ 0 NORTH ___ r --- ENOJES-24"--SET-BAeK fflOM BACK P~'"EADS SHALL BE LOCATED CK .... ---CAw---- .... BASIS OF BEARINGS: CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG BENCHMARK: - EXISTING PRIVATE IRRIGATION, PROTECT IN PLACE, TYPICAL EXISTING SYSTEMS SHALL REMAIN OPERABLE, ADJUSTMENTS MAY BE NECESSARY. TUSTIN ROAD EXISTING PRIVATE IRRIGATION, PROTECT IN PLACE, TYPICAL ----------- ' 3/4" J/, • 3 • 0 ' \ I ,I \ \ EXISTING PAVING EXISTING ELECTRICAL METER, PROTECT IN PLACE EXISTING CONTROLLER 'B' PROTECT IN PLACE DEMOLISH AND REMOVE EXISTING AVB, WATER METER, VALVE AND VALVE BOXES THIS AREA. TUSTIN AVENUE CUL-DE-SAC SCALE: 1. =20' TCLA,Inc. LANDSCAPE ARCHITECTURE -ENVIRONMENTAL DESIGN □ CORPORATE OFFICE: JOSEPH A. VARONINA.S.LA CAJl.1737 27905SMYTH DRIVE, VALENCIA, CALIFORNII\ 91355 HARRY H. KOBZEFF (PH) 661-702-1011 (FX) 661-702-0293 ■ ORANGE COUNTY OFFK:E: 22792 CENTRE DRIVE, #107, LAKE FOREST,CA92630 (PH) 949-250-1615 (FX) 949-250-1801 RLA 1777 DATE SC BZ -~ 'A _, --------_, '4 NO. DATE ., ., ., ., ., ., ., /4 " o\G \~ / ~~ .,., 3.1 r-.AlSE EXISTING WIRE E, EER THE LOCATID SIZE AND IF . 4" MIN. SIZE 0 NORTH DESCRIPTION OF REVISIONS -6''W----6'W----B'W- --i, ----;;,.i11-1ii'I'-• ~u~ ---- POINT OF CONNECTION 'B' -POTABLE WATER: CONNECT MAINLINE DIRECTLY DOWNSTREAM OF THE EXISTING WATER METER. THE PRESSURE DERIVED FROM MIKE ALVIDREZ, NEWPORT BEACH WATER DEPARTMENT (949) 718-3419. ELEVATION 71'. PEAK WATER DEMAND: 40.0 GPM SYSTEM HIGH/LOW FLOW REQUIREMENTS: 40.0 /0.5 GPM AVAILABLE STATIC PRESSURE AT METER: 93.7 PSI REQUIRED MINIMUM SYSTEM PRESSURE AT METER: 59.3 PSI ADJUST SYSTEM PRESSURE REGULATOR TO: 75.0 PSI 20' 10' 0 20' 40' --60' ---SEE SHEET 32 FOR IRRIGATION NOTES AND LEGENDS. SCALE: 1 "=20' C-5869 DESIGNED: DRAWN: SK SK APPROVED CHECKED: DATE: DB 04 15 2014 IRVINE AVENUE MEDIAN LANDSCAPING SANTIAGO DRIVE TO UNIVERSITY DRIVE LANDSCAPE IRRIGATION PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6056-S SHEET 30 OF 41 Ill ~ ID < Ill Ill U) ul z ::::; :c u i I V "'o '"V D --:::::::::.:::-:_:--:_:-::=::JJ.1-----------;-\----------~-~~~-~-~-----~□;-;-1-----------;;--□ --~---..L, L--=--~"iia•;'.;w~:--::'1 - -6'W Y:J'J. -~w .LL·~-----.-----------".-,t"--l\.4-r-__ -----lK\_----r-.,T1,-1T□~----r.-~,-'r. ---------~,------r.~•~R;--~/;,,-1 ---r.-,.-.n,-_l'_ I'\ '1"{1,,0•□,---r-..• -~, __ ------MTV ______ r_•_~_-:' _____ M __ ~ -.-,---=._-"""7, I . ~ f) WV j:: I'-. ___ Al'l:I~-- ' .. .... -. . " -· _,,,_ -· ..... ,_,_, ',._,., - s s @--s s OF CURB. NO SPRAY HEADS SHALL BE LOCATED _ /:~W_IT_H_IN_TH_I_S_S_ET_BA_CK ________ ~ ;- \ __ ,I?~_ ,/4" -3,1,:.._ ~• • -,_. ,n• -----_ -~ _ ~~ffi ,-"~ ,.,_. .. 1/2'' ...... -,.... --- JI , " 1-111' -·-· C: , ft = -/ . 3/4 3/ft.' 3/4 ~-""-.!£..'<,JI-\ 12· 3 4 ~ 12 ,,., • rn -~ _ , "'4 CJ 37,• ,1• 2_1,,. - s ..J T .Cl> 0 ----!l-- - - - - - - - - - - - - - - -"◄ -.....:.,,·--\ m ----t Ir --(aNVBvlM.,Z~ ------12'W(AEAND) 12'W(ABAND) 12'W{",AND) - CJ) 1-1£------_ _ (e,,vsV)M.Z\. -\T r 12''W(ABAND) ffl =-laN"v8'v)M.,,i --\ ,--,,._ 31.3 /sui\ / \ j 822\0.5 '!\ 1021\10.2 IRVINE AVENUE \1l/2"' \3;4•, ~ \ 1 "/ ,, , -·--·--·-· -·-· -·-, -"'' --- ' □ "' == 24:s::IL= == == - - - - -- -- - - D Cl] NORTH 1 I w -.. > '"· <( ] ~ ---- -------- -------- --~ cc· a-w-------.: ~ ~ I-~ -/, " ......(/b,TV------:::"<I ~-vv.,-' CATV CATV ; D~--E-----E-----z \ ---------~ - 0 --6"W----6'W :ii: --s----s----s----s-- t 3/4" '"" -··-.. -··-·i .. -··-··-@2s . --·-··-··-·· ··-··-··------1 .1-J-. . ---· "'\,. , , .. --4/~ ' ::: 'I¥ -9 ,. :;,. L - ----~ LJ= ~ V V V ~/;Jf~o --... ... ... ... -~ IL011 -... --~ ~ 2--1/'t \ ~--l!J-?'Ju..oJJ 1\01 --,R{@l 3/•" 3/4" 1 /2" -r®' fo)) -'?,'._ (@) ~ --Mf I~ O ---- " s ' -·-· ✓•-111· / ,1· - 12"W[AEAND) -·-· s == - - - - -- ,-! - ~IIQ ~1· s 3/4" 12'W(ABAND) -,n,. == - - ---- 1-1/1" 1-1/1' -... - - 2 II( s s s 3/4'!.. ,,.-1/2" - 12"W(ABAND) 12"W(ABAND) -,n,. -,n,. ('_ A .... , ...,__ w~ == ~= ~va == - - - - .r;,q.TV -..JlL 6 -> -·- - - w 1-z 0 :i!1 -12'W I ' - E ------- -----/ ,/ / '\. DASHED LINE DENOTES 24" SETBACK FROM BACK OF CURB. NO SPRAY HEADS SHALL BE LOCATED WITHIN THIS SETBACK I\ \ N .., I-Ill ~-----Ill " ~~ ----~-_)\, ~ i.. :c l ffl! -~ Ill --U) • ~ ,,... -~ -, __ Ill 1 /2" "--Ill ~ -112·--®-,.. 0 0 U) ---------,, -w -----£l.: J;;J/;L 3/4" ,' ,. -_<l,__-2;_1/'t_ - - - - - - - - .JI.. 3/4" 3/4" () ~ ~ ◄ ---------------------4•-----ll •-1/1'' ae t----1-111· J \ L ....f! ____ -i=3/4" ___ ...2:Y"...J :c f\BAND) ----12'W(ABAND) ----ABAND) L... - - - - -~· - - - - - V --~,. .z!.m > -_iii ,. -•-..,_ t-24"Sll. ---- -24"STL -----24"STL - - - - ----- -- Cl] NORTH CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG -- -- BASIS OF BEARINGS: BENCHMARK: 18.4/811\/ \ /sn\.14.9 \ 1" / \..V - -- ---- ---- ,I ---- -- TCLA,Inc. LANDSCAPE ARCHITECTURE -ENVIRONMENTAL DESIGN □ CORPORATE OFFICE: JOSEPH A. VARONINA.S.LA CAJl.1737 27905SMYTH DRIVE, VALENCIA, CALIFORNII\ 91355 (PH) 661-702-1011 (FX) 661-702-0293 ■ ORANGE COUNTY OFFK:E: 22792 CENTRE DRIVE, #107, LAKE FOREST,CA92630 (PH) 949-250-1615 (FX) 949-250-1801 HARRY H. KOBZEFF RLA 1777 DATE IRVINE -- SC BZ -~ 'A ...., ......... ---.., '--\ -- NO. \ /si"i\.34.6 \ /824\5,7 AVENUE ~-1/2'/ \ 1" / -- -- ---- ---- ---- DESIGNED: DRAWN: SK SK DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: DB 04 15 2014 ~ --------- E SEE SHEET 32 FOR IRRIGATION NOTES AND LEGENDS. 20' 10' 0 20' 40' 60' -----SCALE: 1"=20' C-5869 IRVINE AVENUE MEDIAN LANDSCAPING SANTIAGO DRIVE TO UNIVERSITY DRIVE LANDSCAPE IRRIGATION PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6056-S SHEET 31 OF 41 E -.., I-w w :i:: U) w w U) w z ...I .L. :i:: 0 !;j: :ii \ /s,;\14.7 \ 1" / - I I IRVINE I DASHED LINE DENOTES 24" SETBACK FROM BACK OF CURB. NO SPRAY HEADS SHALL BE LOCATED WITHIN THIS SETBACK 1,-----PB AVENUE \ /s25\10.8 \..V ------------------- E ~ ........ CZ] NORTH CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG IRRIGATION LEGEND: SYMBOL PRODUCT MODEL DESCRIPTION NOZZLE RADIUS GPM PSI PATTERN DETAIL TORO 570Z-12P-PR-COM 12" POP-UP BODY HUNTER MP1000-HT-360 12' .66 30 HALF 7 / SHT 41 0 TORO 570Z-12P-PR-COM 12" POP-UP BODY HUNTER MP1000-HT-180 12· .32 30 HALF • TORO 570Z-12P-PR-COM 12" POP-UP BODY HUNTER MP1DOO-HT-90 12' .16 30 QUARTER □ HUNTER PROS-12-NSI-CV 12" POP-UP BODY HUNTER MPBOOSR-18D 8' .33 30 HALF ■ HUNTER PROS-12-NSI-CV 12" POP-UP BODY HUNTER MP800SR-90 8' .17 30 QUARTER I\ TORO 570Z-12P-PR-COM 12" POP-UP BODY HUNTER MPSS530-HT 4'X28' .38 30 SIDE STRIP ... TORO 570Z-12P-PR-COM 12" POP-UP BODY HUNTER MPLC5515-HT 4'X14' .19 30 LEFT CORNER ... TORO 70Z-12P-PR-COM 12" POP-UP BODY HUNTER MPRC5515-HT 4'X14' .19 30 RIGHT CORNER I!! TORO 570Z-12P-XF-COM 12" POP-UP STREAM BUBBLER SB-4-180-PC2 5' .46 30 180 DEGREE 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 CITY OF NEWPORT BEACH, PUBLIC WORKS DEPARTMENT. 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 OWNER'S AUTHORIZED REPRESENTATIVE 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 IRRIGATION 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 SHALL BE PROVIDED TO THE CONTROLLER LOCATION BY OTHERS. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO MAKE THE FINAL HOOK-UP FROM THE ELECTRICAL SOURCE TO THE CONTROLLER UNIT ONLY. 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 OWNER'S AUTHORIZED REPRESENTATIVE. 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 ESTAB-LISHED 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 OWNER. 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. 1 O. CONTRACTOR SHALL PROVIDE AND INSTALL IN-LINE SWING CHECK VALVES AND ADJUSTABLE IN-RISER CHECK VALVES IF CONDITIONS EXIST WHICH REQUIRE CHECK VALVES TO AVOID BACK DRAINAGE TO LOWER HEADS AND EMITTERS AT NO ADDITIONAL COST TO THE OWNER. 11. REFER TO SPECIFICATIONS FOR SUBMITTALS, INSPECTIONS AND OTHER APPLICABLE INFORMATION. BASIS OF BEARINGS: BENCHMARK: ,I 12. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL CONVENTIONAL STREAM SPRAY HEADS AND BUBBLERS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS AND ROADWAYS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS AND TO THROTTLE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. 13. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED IN TURF AREAS SHALL BE INSTALLED SO THE TOP OF THE SPRINKLER HEAD IS 1" ABOVE THE ADJACENT GRADES. ALL SPRINKLER AND BUBBLER HEADS SHALL BE LOCATED NO CLOSER THAT 24" TO ADJACENT NONPERMEABLE SURFACES INCLUDING CONCRETE CURBS, SIDEWALKS AND PAVING. 14. WHERE ROTATOR HEADS AND BUBBLER HEADS ARE INDICATED ON THE IRRIGATION PLANS, IT IS THE INTENT OF THE DESIGN TO INDICATE THE INSTALLATION OF 12" POP-UP HEADS IN LANDSCAPED AREAS. IN THE EVENT THAT POP-UP HEADS HAVE NOT BEEN SPECIFIED IN THESE AREAS, IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO BRING THIS TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO CONSTRUCTION. 15. ALL CONVENTIONAL POP-UP IRRIGATION HEADS SHALL BE SET PERPENDICULAR TO THE FINISH GRADE OF THE AREA TO BE IRRIGATED. 16. FLUSH ALL LATERAL LINES WITH VALVE ASSEMBLIES INSTALLED, PRIOR TO NOZZLE INSTALLATION. INSTALL NOZZLES AFTER FLUSHING. 17. FOR TECHNICAL ASSISTANCE WITH CENTRAL CONTROL SYSTEM EQUIPMENT OR OPERATION, CONTACT MR. SCOTT KYLE AT RAINMASTER, {949) 212-8013. 18. THE LANDSCAPE CONTIRACTOR SHALL BE RESPONSIBLE FOR PULLING ALL CONTROL AND COMMON WIRE THROUGH CONDUIT FROM CONTROLLER LOCATION TO VALVES. 19. THE CONTRACTOR SHALL CONTACT JOHN DEERE GREENTECH FOR CONTROLLER/SENSOR CERTIFICATION AT START-UP OF SYSTEM. CALL (949) 837-4337. 20. FOR TECHNICAIL ASSISTANCE WITH CENTRAL CONTIROL SYSTEM EQUIPMENT OR OPERATION, CONTACT MR. SCOTT KYLE AT RAINMASTER, (949) 212-8013. MR. KYLE SHALL BE NOTIFIED PRIOR TO STARTUP OF EITHER CONTROLLER AND TO CERTIFY THE INSTALLATION. 21. 22. ALL MAINLINE, LATERAL LINES AND HEADS SHALL BE LOCATED A MINIMUM OF TWO (2) FEET FROM EDGE OF CURB AND ANY OTHER IMPERVIOUS SURFACES. ALL FITTINGS SHALL BE SCHEDULE 80 PVC MATERIAL. IRRIGATION SYMBOL LEGEND: DENOTES CONTROLLER (LETTER) AND VALVE (NUMBER) SEQUENCE ~DENOTES MAXIMUM GPM FLOW THROUGH VALVE 7 -:,_____,__ __ DENOTES VALVE SIZE TCLA,Inc. LANDSCAPE ARCHITECTURE -ENVIRONMENTAL DESIGN □ CORPORATE OFFICE: JOSEPH A. VARONINA.S.LA CAJl.1737 27905SMYTH DRIVE, VALENCIA, CALIFORNII\ 91355 (PH) 661-702-1011 (FX) 661-702-0293 ■ ORANGE COUNTY OFFK:E: 22792 CENTRE DRIVE, #107, LAKE FOREST,CA92630 (PH) 949-250-1615 (FX) 949-250-1801 SC BZ :;~#~~ SYMBOL !Kl [[] □ & ~ 0 IFSI • (i) (I PRODUCT MODEL I _...,__ _ _,,__ ----- DESCRIPTION 2" WATER METER PROVIDED BY OWNER -REFER TO CIVIL ENGINEER'S PLANS 2" WATER METER PROVIDED BY OWNER -REFER TO CIVIL ENGINEER'S PLANS TYPICAL ELECTRICAL PULLBOX, PER CITY OF NEWPORT BEACH STD-204-L . RAIN MASTER EVOLUTION DX2 NEW IRRIGATION CONTROLLER 'A'. 24 STATION RAIN MASTER EVOLUTION DX2 IN A TOP-OPENING STAINLESS STEEL ENCLOSURE WITH RADIO COMMUNICATIONS, FLOW SENSING BOARD OPTION AND A 1-1 /2" RAIN MASTER/DATA INDUSTRUIAL FLOW SENSOR. MODEL NUMBER SA6-RM4-24-RFL-FSA-150-P. SYSTEM IS CONNECTED TO CENTRAL CONTROL. CONTACT MR. SCOTT KYLE AT RAIN MASTER, (949) 212-8013. RAIN MASTER EVOLUTION DX2 EXISTING CONTROLLER 'B'. RAINMASTER EVOLUTION 32 STATION CONTROLLER WITH SHDX-03 PEDESTAL W/ ELECTRICAL METER. SYSTEM IS CONNECTED TO CENTRAL CONTROL. RECONNECT TO NEW IRRIGATION SYSTEM PER THESE DRAWINGS. DETAIL 1 / SHT 33 3 / SHT 40 CARSON 910-12B 10" ROUND PLASTIC CONTROL AND COMMON WIRE PULL BOX. COIL MINIMUM 24" OF WIRE WITHIN 1 / SHT 41 BOX. ZURN-WILKINS 500XL PRESSURE REDUCING VALVE IN BOX -LINE SIZE 3 / SHT 41 4 / SHT 40 FEBCO MATCO GRISWOLD RAIN MASTER GRISWOLD GRISWOLD RAINBIRD 2" 1 /2" 825Y 754 SERIES 2230 EVFM 100 DWS DW-PRV 44LRC RP BACKFLOW PREVENTER -1-1/2". INSTALL WITHIN A "STRONGBOX" LOW PROFILE SMOOTH TOUCH STAINLESS STEEL METAL WIRE MESH ENCLOSURE #SBBC-45SS & CR AT METER 'B' LOCATION ONLY, (RE-INSTALL EXISTING BACKFLOW AT WATER METER 'A' LOCATION WITH SAME ENCLOSURE). BRONZE FULL PORT BALL VALVE -LINE SIZE NORMALLY-CLOSED MASTER VALVE WITH PRESSURE REGULATION AND DIRTY WATER PROTECTION 1-1/2" 1 " FLOW SENSOR IN BOX ELECTRIC REMOTE CONTROL VALVE IN BOX -SIZE PER PLAN ELECTRIC REMOTE CONTROL VALVE WITH DOWNSTREAM PRESSURE REGULATION IN BOX -SIZE PER PLAN QUICK COUPLING VALVE WITH YELLOW RUBBER LOCKING CAP -1" 2 / SHT 41 7 / SHT 40 8 / SHT 40 5 / SHT 41 5 / SHT 41 4 / SHT 41 BURIED PRESSURE MAINLINE PIPING, SIZE PER PLAN. USE CLASS 315 FOR PIPE 2" AND LARGER 5 / SHT 40 AND SCHEDULE 40 FOR 1-1/2" AND SMALLER, W/ SCHEDULE 80 FITTINGS. BURIED NON-PRESSURE LATERAL LINE PIPING, PVC SCHEDULE 40 W/ SCH 80 FITTINGS, SIZE PER PLAN. 5 / SHT 40 2· ---_f-----------PIPE SLEEVE, PVC SCH. 40, FOR IRRIGATION PIPING INSTALLED UNDER PAVING, 6 / SHT 40 SIZE NOTED ON PLAN. IF NO SIZE NOTIED, USE TWICE THE DIAMETER OF THE INTERIOR PIPE. IRRIGATION CONTRACTOR SHALL INSTALL SLEEVING, INCLUDING WALL PENETRATIONS WHERE NECESSARY. CONTROL WIRE SLEEVE, PVC SCH. 40, INSTALLED UNDER PAVING BY IRRIGATION CONTRACTOR. 6 / SHT 40 SEE "SLEEVE LEGEND" FOR SIZE OF SLEEVE. COMMUNICATION CABLE FROM CONTROLLER TO FLOW SENSOR. INSTALL WITHIN A 1" SCHEDULE 40 PVC CONDUIT THE 8 / SHT 40 ENTIRE LENGTH OF RUN, INCLUDING WITHIN SLEEVE UNDER ROAD. DESIGNED: DRAWN: SK SK 20' 10' 0 20' 40' 60' -----SCALE: 1"=20' C-5869 IRVINE AVENUE MEDIAN LANDSCAPING SANTIAGO DRIVE TO UNIVERSITY DRIVE LANDSCAPE IRRIGATION PLAN R-6056-S HARRY H. KOBZEFF RLA 1777 DATE NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: DB 04 15 2014 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 32 OF 41 MAWA: MAXIMUM APPLIED WATER ALLOWANCE: POINT OF CONNECTION# METERS 'A &'B' MAWA: MAXIMUM APPLIED WATER ALLOWANCE: POINT OF CONNECTION# METER 'A' MAWA: MAXIMUM APPLIED WATER ALLOWANCE: POINT OF CONNECTION # METER 'B' MAWA = (ETo x 0.7 x LA x 0.62) + (ETO x 1.0 x SLA x 0.62) = Gallons per year for LA + SLA. MAWA = (ETo x 0.7 x LA x 0.62) + (ETO x 1.0 x SLA x 0.62) = Gallons per year for LA + SLA. MAWA = (ETo x 0.7 x LA x 0.62) + (ETO x 1.0 x SLA x 0.62) = Gallons per year for LA + SLA. where: where: where: MAWA = Maximum Applied Water Allowance (gallons per year) MAWA = Maximum Applied Water Allowance (gallons per year) MAWA = Maximum Applied Water Allowance (gallons per year) ETO = Reference Evapotronspiration (inches per year) ETO = Reference Evapotranspiration (inches per year) ETO = Reference Evapotranspiration (inches per year) ETAF = Evapotranspiration Adjustment Factor ETAF = Evapotranspiration Adjustment Factor ETAF = Evapotranspiration Adjustment Factor LA = Landscaped Area (square feet) LA = Landscaped Area (square feet) LA = Landscaped Area (square feet) SLA = Special Landscaped Area (square feet) SLA = Special Landscaped Area (square feet) SLA = Special Landscaped Area (square feet) 0.4 = ETAF for Landscaped Area 0.4 = ETAF for Landscaped Area 0.4 = ETAF for Landscaped Area 1.0 = ETAF for Special Landscaped Area 1.0 = ETAF for Special Landscaped Area 1.0 = ETAF for Special Landscaped Area 0.62 = Conversion factor (to gallons per square foot) 0.62 = Conversion factor (to gallons per square foot) 0.62 = Conversion factor (to gallons per square foot) MAWA Calculation: CIMIS ZONE 2 -COASTAL MIXED FOG AREA MAWA Calculation: CIMIS ZONE 2 -COASTAL MIXED FOG AREA MAWA Calculation: CIMIS ZONE 2-COASTAL MIXED FOG AREA ETo ETAF LAorSLA Conversion MAWA ETo ETAF LAorSLA Conversion MAWA ETo ETAF LAorSLA Conversion MAWA (square ft.) (Gallons per Year) ( square ft.) (Gallons per Year) (square ft.) (Gallons per Year) MAWA for LA 39.0 X 0.4 X 54,195 X 0.62 = 524,174 MAWA for LA 39.0 X 0.4 X 13,760 X 0.62 = 133,086 MAWAforLA 39.0 X 0.4 X 40,435 X 0.62 = 391,087 MAWA forSLA 39.0 X 1.0 X 0 X 0.62 = 0 MAWA forSLA 39.0 X 1.0 X 0 X 0.62 = 0 MAWA forSLA 39.0 X 1.0 X 0 X 0.62 = 0 Total MAWA= 524,174 Total MAWA= 133,086 Total MAWA= 391,087 EAWU: ESTIMATED APPLIED WATER USE POINT OF CONNECTION# METER 'A' EAWU: ESTIMATED APPLIED WATER USE POINT OF CONNECTION# METER 'A' EAWU: ESTIMATED APPLIED WATER USE POINT OF CONNECTION # METER 'A' EAWU = ETo x If x LA x 0.62 / IE = Gallons per year LANDSCAPE COEFFICIENT: EAWU = Ela x If x LA x 0.62 / IE = Gallons per year LANDSCAPE COEFFICIENT: EAWU = Ela x If x LA x 0.62 / IE = Gallons per year LANDSCAPE COEFFICIENT: where: KL = Ks x Kd x Kmc where: KL = Ks x Kd x Kmc where: KL = Ks x Kd x Kmc EAWU = Estimated Applied Water Use (gallons per year) .35 = .4 x .8 X 1.1 EAWU = Estimated Applied Water Use (gallons per year) .35 = .4 x .B X 1.1 EAWU = Estimated Applied Water Use (gallons per year) .35 = .4 X .B X 1.1 ETD = Reference Evapotronspiratian (inches per year) Ks = species factor -0.1 (dry) -0.9 (wet~ ETD = Reference Evapotranspiration (inches per year) Ks = species factor -0.1 (dry) -0.9 (wet~ ETD = Reference Evapotranspiration (inches per year) Ks = species factor -0.1 (dry) -0.9 (wet~ KL = Landscape Coefficient KL = Landscape Coefficient KL = Landscape Coefficient LA = Landscaped Area (square feet) K d = density factor -0.5 (sparse) -1.3 (dense LA = Landscaped Area (square feet) K d = density factor -0.5 (sparse) -1.3 (dense LA = Landscaped Area (square feet) K d = density factor -0.5 (sparse) -1.3 (dense 0.62 = Conversion factor (to gallons per square foot) K me' microclimate factor -0.5 (cool) -1.4 (hot) 0.62 = Conversion factor (to gallons per square foot) K me' microclimate factor -0.5 (cool) -1.4 (hot) 0.62 = Conversion factor (to gallons per square foot) Kme' microclimate factor -0.5 (cool) -1.4 (hot) IE = Irrigation Efficiency IE = Irrigation Efficiency IE = Irrigation Efficiency EAWU Calculation: EAWU Calculation: EAWU Calculation: Hydrozone ETo KL LAorSLA Conversion IE EAWU Hydrozone ETo KL LAorSLA Conversion IE EAWU Hydrozone ETo KL LA or SLA Conversion IE EAWU (square ft.) (Gallons per Year) (square ft.) (Gallons per Year) (square ft.) (Gallons per Year) HOT ZONE 39.0 X .35 X 48,000 X 0.62 I .8 = 507,780 HOT ZONE 39.0 X .35 X 12,355 X 0.62 I .8 = 130,700 HOT ZONE 39.0 X .35 X 35,645 X 0.62 I .8 = 377,079 ROCK 39.0 X 0 X 6,195 X 0.62 I .0 = 0 ROCK 39.0 X 0 X 1,405 X 0.62 I .0 = 0 ROCK 39.0 X 0 X 4,790 X 0.62 I .0 = 0 Total EAWU = 507,708 Total EAWU = 130,700 Total EAWU = 377,079 PRESSURE LOSS CHART HIGH HEAD ELEV: 64' PRESSURE LOSS CHART HIGH HEAD ELEV: 52' PRESSURE LOSS CHART HIGH HEAD ELEV: 47' 5'-0ft MAX. VALVE: A1 POC ELEV: 47' VALVE: A3 POC ELEV: 47' VALVE: A4 POCELEV: 47' ' 11 , GPM: 17.8 STATIC PSI AT POC: 106.0 GPM: 28.1 STATIC PSI AT POC: 106.0 GPM: 37.7 STATIC PSI AT POC: 106.0 I I CITY I I PULLBOX~ ,-OR 1X~ I& PVC CONDUIT I I 2" WATER METER 0.1 PSI 2" WATER METER 0.1 PSI 2" WATER METER 1.2 PSI WITH l WIRES AS PER PLAN. I \ • 1-1 /2" BACKFLOW PREVENTER 1-1 /2" BACKFLOW PREVENTER 1-1 /2" BACKFLOW PREVENTER ANO BELOW\ 16-+-"'1 rN 12.0 PSI 12.0 PSI 12.0 PSI I~ j ~ .. '····• .• 1-1/2" MASTER VALVE 1.0 PSI 1-1 /2" MASTER VALVE 1.0 PSI 1-1/2" MASTER VALVE 2.4 PSI '/ ',. .• ~"-~'vii ~ . . . . -..;-1" FLOW SENSOR, (FIXED) 1.0 PSI 1" FLOW SENSOR, (FIXED) 1.0 PSI 1" FLOW SENSOR, (FIXED) 1.0 PSI .• ,. "_-:>, ·1 :'._:-. 687 LF OF 2-1/2" MAINLINE 0.8 PSI 185 LF OF 2-1/2" MAINLINE 0.5 PSI 785 LF OF 2-1/2" MAINLINE 4.0 PSI T •• W CRUS'~~ED •. " FITTINGS (20% MAINLINE LOSS) 0.2 PSI FITTINGS (20% MAINLINE LOSS) 0.1 PSI FITTINGS (20% MAINLINE LOSS) 0.8 PSI ROCK BASE ,tai· .., < • '· ·'-· I • .•.. ~ .. _, ~. •• 1" REMOTE CONTROL VALVE 6.4 PSI 1-1 /2" REMOTE CONTROL VALVE 3.4 PSI 1-1 /2" REMOTE CONTROL VALVE 3.5 PSI "-, . -.• -•~ . LATERAL LINE LOSSES, (FIXED) 5.0 PSI LATERAL LINE LOSSES, (FIXED) 5.0 PSI LATERAL LINE LOSSES, (FIXED) 5.0 PSI INSTALL (2) PER '/ ., .. . . BOX2 ¼"x -4·xsR -" . . . ·.•.. .. ELEVATION ( +) UPHILL, (-) DOWNHILL 7.3 PSI ELEVATION ( +) UPHILL, (-) DOWNHILL 2.2 PSI ELEVATION ( +) UPHILL, (-) DOWNHILL 0.0 PSI • . . COMMON RED BRICK, •• ' ' .. ·. . ' ... . SECTION A-A ~ . -• .. ,-: .. • .... SPRINKLER OPERATING PRESSURE: 30.0 PSI SPRINKLER OPERATING PRESSURE: 30.0 PSI SPRINKLER OPERATING PRESSURE: 30.0 PSI ..... " CD TOTAL SYSTEM LOSSES: CD TOTAL SYSTEM LOSSES: (J) TOTAL SYSTEM LOSSES: 63.8 PSI 55.3 PSI 59.9 PSI SUMMARY: SUMMARY: SUMMARY: @ AVAILABLE STATIC PRESSURE AT POC: 106.0 PSI @ AVAILABLE STATIC PRESSURE AT POC: 106.0 PSI @ AVAILABLE STATIC PRESSURE AT POC: 106.0 PSI EISEL ENlERPRISES NO. 3-½ F /_ 1~ OR 1¼" i& PVC CONDUIT WITH 3 @ AVAILABLE DYNAMIC PRESSURE AT POC: @x .75 79.5 PSI @ AVAILABLE DYNAMIC PRESSURE AT POC: @x .75 79.5 PSI @ AVAILABLE DYNAMIC PRESSURE AT POC: @ X .75 79.5 PSI PULL BOX OR PRE-APROVED WIRES AS DETAILED, BELOW SlREET EQUAL MARKED •sTREET LIGHT UGHT OR G) REQ'D SYSTEM MINIMUM DYNAMIC PRESSURE: CD 63.8 PSI G) REQ'D SYSTEM MINIMUM DYNAMIC PRESSURE: CD 55.3 PSI G) REQ'D SYSTEM MINIMUM DYNAMIC PRESSURE: CD 59.9 PSI HIGH VOLTAGE-Q BOLLARD @ RESIDUAL DYNAMIC PRESSURE: @ -© 15.7 PSI @ RESIDUAL DYNAMIC PRESSURE: @-© 24.2 PSI @ RESIDUAL DYNAMIC PRESSURE: @ -© 19.6 PSI NOTE IF 5 OR MORE CONDUITS FUSE HOLDER AS PER TERl.4INA1[ IN BOX:, USE [ISEL CNB STD-205-L ENTERPRISES NO. 5 F. . 1¼" Ill PVC CONDUIT~ ~ I PRESSURE LOSS CHART HIGH HEAD ELEV: 76' PRESSURE LOSS CHART HIGH HEAD ELEV: 73' PRESSURE LOSS CHART HIGH HEAD ELEV: 71' " VALVE: B5 POC ELEV: 71' VALVE: B8 POC ELEV: 71' VALVE: B12 POCELEV: 71' ' ' ' 0 0 ~ GPM: 32.2 STATIC PSI AT POC: 93.7 GPM: 40.0 STATIC PSI AT POC: 93.7 GPM: 34.6 STATIC PSI AT POC: 93.7 2" WATER METER 0.1 PSI 2" WATER METER 1.3 PSI 2" WATER METER 1.0 PSI '--1-1 /2" BACKFLOW PREVENTER 12.0 PSI 1-1 /2" BACKFLOW PREVENTER 12.0 PSI 1-1/2" BACKFLOW PREVENTER 12.0 PSI CURB FACE 5' MAX. TO g 1-1/2" MASTER VALVE 1.3 PSI 1-1 /2" MASTER VALVE 2.4 PSI 1-1/2" MASTER VALVE 1.8 PSI OF SlREET LIGHT 1" FLOW SENSOR, (FIXED) 1.0 PSI 1" FLOW SENSOR, $FIXED) 1.0 PSI 1" FLOW SENSOR, (FIXED) 1.0 PSI 620 LF OF 2-1/2" MAINLINE 2.2 PSI 230 LF OF 2-1 /2 MAINLINE 1.2 PSI 1065 LF OF 2-1/2" MAINLINE 4.2 PSI TYPICAL PULL BOX REQUIRED AT FITTINGS (20% MAINLINE LOSS) 0.5 PSI FITTINGS (20% MAINLINE LOSS) 0.1 PSI FITTINGS (20% MAINLINE LOSS) 0.8 PSI EACH LIGHT STANDARD 1-1 /2" REMOTE CONTROL VALVE 3.5 PSI 1-1 /2" REMOTE CONTROL VALVE 3.6 PSI 1-1 /2" REMOTE CONTROL VALVE 3.5 PSI LATERAL LINE LOSSES, (FIXED) 5.0 PSI LATERAL LINE LOSSES, (FIXED) 5.0 PSI LATERAL LINE LOSSES, (FIXED) 5.0 PSI NOTES: ELEVATION ( +) UPHILL, (-) DOWNHILL 2.2 PSI ELEVATION ( +) UPHILL, (-) DOWNHILL 0.9 PSI ELEVATION ( +) UPHILL, (-) DOWNHILL 0.0 PSI 1. ALL CONDUIT SHALL BE 1'4" DIA. P.V.C., SCHEDULE 40, UNLESS SPECIFIED OlHERWISE, PER PLAN. SPRINKLER OPERATING PRESSURE: 30.0 PSI SPRINKLER OPERATING PRESSURE: 30.0 PSI SPRINKLER OPERATING PRESSURE: 30.0 PSI G) TOTAL SYSTEM LOSSES: 57.8 PSI G) TOTAL SYSTEM LOSSES: 57.5 PSI G) TOTAL SYSTEM LOSSES: 59.3 PSI 2. SEE CNB SlD-205-L Fat FUSE: HOLDER & WIRING DETAILS. SUMMARY: SUMMARY: SUMMARY: 3. AFlER CONDUCTORS ARE INSTALL, AU CONDUIT ENDS SHALL BE SEALED WITH DUCT SEAL OR @ AVAILABLE STATIC PRESSURE AT POC: 93.7 PSI @ AVAILABLE STATIC PRESSURE AT POC: 93.7 PSI @ AVAILABLE STATIC PRESSURE AT POC: 93.7 PSI PRE-APPROVED EQUAL 4. NO CONDUIT RUN SHALL BE GREATER THAN 180' BETWEEN PULL BOXES, @ AVAILABLE DYNAMIC PRESSURE AT POC: @x .75 70.3 PSI @ AVAILABLE DYNAMIC PRESSURE AT POC: @ X .75 70.3 PSI @ AVAILABLE DYNAMIC PRESSURE AT POC: @x .75 70.3 PSI ~ REQ'D SYSTEM MINIMUM DYNAMIC PRESSURE: CD 57.8 PSI ~ REQ'D SYSTEM MINIMUM DYNAMIC PRESSURE: CD 57.5 PSI ~ REQ'D SYSTEM MINIMUM DYNAMIC PRESSURE: CD 59.3 PSI 5. PULL BOXES SHALL NOT BE INSTAUED IN DRIVEWAYS. RA~PS OR BETWEEN THE B.C.R. & E.C.R. RESIDUAL DYNAMIC PRESSURE: @) -© 12.5 PSI RESIDUAL DYNAMIC PRESSURE: @ -© 12.8 PSI RESIDUAL DYNAMIC PRESSURE: @ -© 11.0 PSI CITY OF NEWPORT BEACH APPROVED: ~ PUBLIC WORKS DEPARTMENT RCE NO. 36106 PUBLIC WORKS DIRECTOR PULL BOX DETAILS Drawn: M. Elias I Scale: N.T.S. Date: Jan. 2004 " I S'fl} lktai~~OOl Sld-."1DSCLi ~,, DRAWING NO. STD-204-L 1 TYPICAL ELECTRICAL PULL BOX DETAIL SCALE: C-5869 NTS BASIS OF BEARINGS: TCLA,Inc. 1,_l"-!'UJSC~ IRVINE AVENUE MEDIAN LANDSCAPING ,.,<v<;J '<'· V,_OBZEl"f" ~ = ~ LANDSCAPE ARCHITECTURE• ENVIRONMENTAL DESIGN S-if 1i~~~ &iiai.. □ CORPORATE OFFICE; JOSEPH A. VARONIN A.S.LA CM1737 SANTIAGO DRIVE TO UNIVERSITY DRIVE CALL TOLL FREE 27905 SMYTH □RIVE, VALENCIA, CALIFORNIA 91355 (j ~ ,. "' BENCHMARK: (PH} 661-702-1011 (FXJ 661-702--0293 ·--~ ~ LANDSCAPE IRRIGATION 1-800-422-4133 ■ ORANGE COUNTY OFFICE: -..I ::t_' A ~ 22792CENTRE DRIVE,#107, LAKE FOREST,CA9263:I s-a1-i's'11 LEGENDS & DETAILS BEFORE YOU DIG ~ {PH) 94~50·1615 [FXJ 949--250-1001 '"' ' 029'•/,:;-" DESIGNED: DRAWN: R-6056-S J'~~ ,,_#: .... SK SK CITY OF NEWPORT BEACH l't: OF CA\.l'a CHECKED: DATE: PUBLIC WORKS DEPARTMENT SHEET 33 OF 41 HARRY H. KOBZEFF RLA 1777 DATE NO. DATE DESCRIPTION OF REVISIONS APPROVED DB 04/15/2014 ;: I -a·w--1--- 0 NORTH 16-SEN 1 GALLON -- -- ---.. 1 GALLON 8~ 5-DAN CB 1 GALLON 5-AGA ATT -5-GAl.L 7-BOU G 7-ALO RLH:i ----- -----..va--fi;A ATT 5 GALLON 2 --:;.---[ON ____ s____ 35-EUP MIL 5 GALLON 9-HES PAR 5 GALLON □ □ 5 =~~'=='-====~-- - - -12'W(ABAND - - - - -12'W(ABAN ..------: ,,,,, ,,,,, ,,,,, ,,,,, 4--lGl<A' 1/ A · ,,.-::: -----' --------------- -EU 2YG 5 GAL 4- ----12"W(ABANDJ ~ 1/' ,,,,, ~ 3-AGA ATT ,,,,, 53-ALO RUD 5 GALLON :;;,----1/" ,,,,, 1 GALLON 30-HES PAR -------5 GALLON ::---------___ -::::--__...,,,. G.471,___ ~ ~ ~~ ---~~ ~--....:::..~---CAn,,__ ~:=.-~ CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG BASIS OF BEARINGS: BENCHMARK: ,I TCLA,Inc. LANDSCAPE ARCHITECTURE -ENVIRONMENTAL DESIGN □ CORPORATE OFFICE: JOSEPH A. VARONINA.S.LA CAJl.1737 27905SMYTH DRIVE, VALENCIA, CALIFORNII\ 91355 HARRY H. KOBZEFF (PH) 661-702-1011 (FX) 661-702-0293 ■ ORANGE COUNTY OFFK:E: 22792 CENTRE DRIVE, #107, LAKE FOREST,CA92630 (PH) 949-250-1615 (FX) 949-250-1801 RLA 1777 DATE SC BZ -~ 'A _, --------_, '--\ ------------ \ \ S AUT 1 GALL -~ ~1G ~~~ pr.~ ~~ t~ \ 1/' ATT ,,,,, GALLO ' ,,,. ,,,. -;;;---- ,,,. NO. DATE DESCRIPTION OF REVISIONS \ -------Gs -- .-!I! ----------e. --as;;;;:.-~ 35-BOU GRA - ------~ -------------29-COT DAM 5 GALLON 8-DIA VAA '11-~tr'lr-fc 1 GALLO ]::- 8-~ -- --·1i;ALL •. 5 GALLON I I .,, .., Iii w il5 -15(1ft)w,.t\ ------ w w U) w ii; 1 GALL NORTH 6-AGA ATT 5 GALLON 2-LAN NG 5 GA 10-BOU GRA 3-DIA VAA 1 GALLON 1 GALLON DESIGNED: DRAWN: SK SK APPROVED CHECKED: DATE: DB 04 15 2014 -' :i:: u < ~~~~!l::IE 1-AGA ATT 5 GALLON SEE SHEET 39 FOR PLANTING NOTES AND LEGENDS. 20' 10' 0 20' 40' 60' -----SCALE: 1"=20' C-5869 IRVINE AVENUE MEDIAN LANDSCAPING SANTIAGO DRIVE TO UNIVERSITY DRIVE LANDSCAPE PLANTING PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6056-S SHEET 34 OF 41 C2J NORTH CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG ~ \ 1 \U-,~,V- \ I ----3"G ---E -~ ~---+-~~~;:l ::::;;::~ t; I I ----.. ----6"W----6"W7"" ~-6''W 1!l'.!lo----w -"E-~----"'!•>------s7;,f/---s----s------_,,,,., _/ --s--3-AC6. ATT 5 GALLON v, I ~ -~~-"' I 1/, ---w;:: / /1 1 ~--;;;;;:-::co 2 AGA--AfrsD-=---=--so= 5 GALLON -------- 6-AGA ATT 5 GALLON 1 BOU GRA I 1,11 ---::-s-~ I 4'/ . -.--------.,,,,., - .-------- N 1 BOU GRA GALLON -ALO RUD ,S&l:ON-- GALLON __ -S -I / .--------~ en ~ I I / lf~i ~p(~,3~->~~~~~~o ;;;~f1JL ++----<'>--'"~----,l~I I 21/-- I I /11 /&7/ • • ~ /4'/ /. // J J -1 ''W(AB D) ----12''W[ABA ) ---12''W[~~ --I ~i /; /_A_Y-_E: __ 2_"_(~-.-. -) ---~---~-12-''W-[-AB-A-ND_) _ --~-~~-1-2''W-[ABAND) DASHED LINE DENOTES LIMITS OF SIGHT LINE I '\: 11/ PLANTING RESTRICTIONS. NO ROCK OR PLANTS OVER / 24" HIGH WITHIN THIS ZONE. MAINTAIN PLANTINGS ~ ------=----=----=----=-- T 24 HI H MAXIMUM. , ___ _ -----~ ------- =---=-2:4"STI:--=----=~----- DASHED LINE DENOTES 24" SETBACK FROM BACK --------------~ C2J NORTH I ~ 0 OF CURB. NO SHRUBS SHALL BE LOCATED WITHIN THIS SETBACK w I I -----------------------------------------~~~-;::::::~::~:;::.2 .. :G~~=-:--~~O~r:. :; _________ 6~ .,---::://"' -=~---~:,;;e------ti.r -----eae--------;;,e---,---a.z - ---EJ.zr-,----p-"9-----• o ---= __ e"'J'I -_.,.. _CD.------,,,,. --/ -s·-w-_,,..,,.,.s , __ ---0-n---------~ I ---· < s-w--/ -ll.13"\V---C---G''W---G''W----G''W----B''W----6"W----B'W----6''W----B'W------/ ::C / ---8-:.0!ACIL _________ _ si-----S----©------s-----GAttGN -S----s----s----s----s----s----s----s----s w ::c I ~ ~ ~ I !fl,____ -+ ------'c<I II) w· I 60-SEN MAN 8-EUP MIL 1 GALLON 5 GALLON 4-AGA ATT RUD 5 GALLON GALLON 4-AGA ATT 5 GALLON ~ ! i -12'W[AB.6D) 24-ALO RUD 7-LAN NG 1 -"'·'"''N GAi LON -----___ 12''W(ABAND) .,,,. ----12'W(ABAND) ----1,:;,,...,_v , D) -[ABAlilriJ ----12'W(ABAND) .,,- 36-BOU GRA 5-ACA RED ~ b~~~===~'~"=-~~~~51~1 ~~~':"=~~l~GA:LL~O=N~~s~, ,~~~$~5 ~0~:------~S~GALL:~O=N~--~l~R~V~l~N~E ___ A~V~E~N~U~E=--------~~-=-=-=-;;-:;:-: ;;..-..-.,,,. ----h --------CATV----r. ----r. ----r. --------r. -------;:::::,,-:=:=:~~ ~ __ --rlflS'T\°_~ ==--_., i----=::=--~ ----=,~----::::::-----2.~~---------24"STL -----24"STL -----24"STL -----24"STL -----24"STL-----24"Sll. ----_____ _ BASIS OF BEARINGS: BENCHMARK: ,I _-------------- TCLA,Inc. LANDSCAPE ARCHITECTURE -ENVIRONMENTAL DESIGN □ CORPORATE OFFICE: JOSEPH A. VARONINA.S.LA CAJl.1737 27905SMYTH DRIVE, VALENCIA, CALIFORNII\ 91355 HARRY H. KOBZEFF (PH) 661-702-1011 (FX) 661-702-0293 ■ ORANGE COUNTY OFFK:E: 22792 CENTRE DRIVE, #107, LAKE FOREST,CA92630 (PH) 949-250-1615 (FX) 949-250-1801 RLA 1777 DATE SC BZ -~ 'A _, --------"' '4 NO. DATE DESCRIPTION OF REVISIONS .,,,. .,,,. s ~.,,,. ~ I I DESIGNED: DRAWN: SK SK APPROVED CHECKED: DATE: DB 04 15 2014 w w II) ur z ::; ::c ~ / / DASHED LINE DENOTES 24" SETBACK FROM BACK OF CURB. NO SHRUBS SHALL BE LOCATED / / WITHIN THIS SETBACK SEE SHEET 39 FOR PLANTING NOTES AND LEGENDS. 20' 10' 0 20' 40' --60' ---SCALE: 1"=20' C-5869 IRVINE AVENUE MEDIAN LANDSCAPING SANTIAGO DRIVE TO UNIVERSITY DRIVE LANDSCAPE PLANTING PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6056-S SHEET 35 OF 41 ;/; I 1/. I I I I CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG I I I ;" 1-(,0T AM 5 9-o/-0 ;II I / 7,L~ NG ft, ciALLO 1 " I ;,. I II I I I ~o / I / / /// '¥/ I I J,,~ .,,_.,/ 4' 7SP,A AMB GALLON ATT ON / 111 ill I " I I BASIS OF BEARINGS: BENCHMARK: I CZ] NORTH / / / / 1,' ~ ~ «., ,, ,, ~«; . ,, ~«, ~' ,, / ,, ,, ,, / / / / / ... ... ... 19-DIA CB 1 GALLON 19-HES PAR 5 GALLON \ft\l\NE 14-SAL R LON 1-AGA ATT 5 GALLON (ON\18\/)M.,i ~ --- 5-AGA ATT 5 GALLON --12'W(ABAND DASHED LINE DENOTES 24" SETBACK FROM BA OF CURB. NO SHRUBS SHALL BE LOCATED --------===-~~ ....::::::::= -,,--------~--===---~~ -::-------~--------NOTE: --EXISTING PALM TREE SHALL BE DUG AND PROFESSIONALLY BOXED IN A MINUMUM 24" BOX ~ .,.. AND TRANSPORTED TO THE BIG CANYON ,;:.,---~ ___.,.. RESERVOIR ON SAN MIGUEL DRIVE, PER .,...,....-ENGINEER'S DIRECTION. ... TCLA,Inc. LANDSCAPE ARCHITECTURE -ENVIRONMENTAL DESIGN □ CORPORATE OFFICE: JOSEPH A. VARONINA.S.LA CAJl.1737 27905SMYTH DRIVE, VALENCIA, CALIFORNII\ 91355 (PH) 661-702-1011 (FX) 661-702-0293 ■ ORANGE COUNTY OFFK:E: 22792 CENTRE DRIVE, #107, LAKE FOREST,CA92630 (PH) 949-250-1615 (FX) 949-250-1801 HARRY H. KOBZEFF RLA 1777 DATE NORTH DSC BZ -~ 'A _, :::-.:--=~:::.~=:.~,". _, '4 NO. DASHED LINE DENOTES 24" SETBACK FROM BACK OF CURB. NO SHRUBS SHALL BE LOCATED WITHIN THIS SETBACK DATE DESCRIPTION OF REVISIONS -- DESIGNED: DRAWN: SK SK APPROVED CHECKED: DATE: DB 04 15 2014 f I -1 -CATV-u;j-• ~ -6"W-~ -s----s -w ~ ~ 22-S N MAN 1 GAL ON i5 I:;; z Iii r. ~ ~ U) U) w z ::::; ::c: (ABAND) ----12' ~ ~ SEE SHEET 39 FOR PLANTING NOTES AND LEGENDS. 20' 10' 0 20' 40' 60' -----SCALE: 1"=20' C-5869 IRVINE AVENUE MEDIAN LANDSCAPING SANTIAGO DRIVE TO UNIVERSITY DRIVE LANDSCAPE PLANTING PLAN CITY OF NEWPORT BEACH R-6056-S PUBLIC WORKS DEPARTMENT SHEET 36 OF 41 C C -CA1V----CA1V--W ~ C2J NORTH □ CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG I , __ _ --- 51-S 1 BASIS OF BEARINGS: BENCHMARK: -... -- 2-AGA ATT 5 GALLON TUSTIN ROAD 25-CAR MAC 5 GALLON \ \ \ 48-HES PAR 5 GALLON ~ 15-LAN NG GALLON TUSTIN AVENUE CUL-DE-SAC SCALE: 1 "=20' TCLA,Inc. LANDSCAPE ARCHITECTURE -ENVIRONMENTAL DESIGN □ CORPORATE OFFICE: JOSEPH A. VARONINA.S.LA CAJl.1737 27905SMYTH DRIVE, VALENCIA, CALIFORNII\ 91355 HARRY H. KOBZEFF (PH) 661-702-1011 (FX) 661-702-0293 ■ ORANGE COUNTY OFFK:E: 22792 CENTRE DRIVE, #107, LAKE FOREST,CA92630 (PH) 949-250-1615 (FX) 949-250-1801 RLA 1777 DATE DSC BZ -~ 'A _, ----i'==a--_, '4 NO. DATE ,,,,, DESCRIPTION OF REVISIONS -SPH AMB 5 GALLO './ ,,,,, ,,,,, ,,,,, -BO 1 GALL ,,,,, ,,,,, NORTH ,,,,, ,,,,, / DESIGNED: DRAWN: SK DATE: SK APPROVED CHECKED: DB 04 15 2014 ,,,,, ,,,,, ,,,,, ,,,,, /4 " °"'J ,c.,0 ,,,,, 0 ,,,,, MIL ,,,,, ... ----6'W----6'W- SEE SHEET 39 FOR PLANTING NOTES AND LEGENDS. 20' 10' 0 20' 40' - - 60' ---SCALE: 1"=20' C-5869 IRVINE AVENUE MEDIAN LANDSCAPING SANTIAGO DRIVE TO UNIVERSITY DRIVE LANDSCAPE PLANTING PLAN CITY OF NEWPORT BEACH R-6056-S PUBLIC WORKS DEPARTMENT SHEET 37 OF 41 -s----s--@-----s----s----0 26-ACA RED 10-SAL GRE 5 GALLO 5 GALLON 23-EUP MIL 5 GALLON 22-COT DAM 5 GALLON 10-HES PAR 5 GALLON 14-LEU lYG 5 GALLON " OF CURB. NO SHRUBS SHALL BE LOCATED WITHIN THIS SETBACK --O----S-- --. .6.T\/----C,• ----.b. I -- s-- ____ ,, ____ ,, ---- '.I--- - s--- w w U) □ ~21:STL - - --_21"filL-- - - -21'.'STL - - - -~"SK-- - --Fl!~ - - - -24"SK-- - --~li:=--- - - -24"SIL - - - --~ IL~ -24"SIL - - - - 4 ------------------------------------------------------~-~---------~ -----// / - ---57 /// --=-SD -=-=c:so:====:-=i.__J ~p ---=-~ ------~~---=--- ---------::::::--L::::==".:;:::::::.. - C2J NORTH E --------------------------------------------------------------------------------------------------~ / ~ " ;/4=-~~z~ _L_ 6,~fa ~ A ~/-BL~.✓-::/ /3 AG•~ / ~-~--; s ~s-/ {~%t1: _ ~t~; / {s ~oN' w ~ ~B--------¼~-~ tH ~ U) " ul z ::::; :C f\BAND) u i 46 SEN MAN --' 1 GAU.ON 12'W(ABAND) ~5-AGA ATT 5 GALLON -COT DAM / 14-DIA VA 5 GALLON 1 GALLON 48 ALO RUD '-11-ACA RED ~~~ -~5~GAU.ON V t-24"Sll. ---- -24"STL -----24"STL - - - - - \_12-SPH AMB 5 GALLON 16-MUH RIG 1 GALLON-/ ,13-MUH CAP 1 GALLON \_6-LAN NG 5 GALLON -9-MUH RIG / 1 GALLON 12-MUH CAP...J 1 GALLON ., l 'I I 5-AGA ATT 5 GALl.ON -8 HES PAR 5 GALLON r 14-ACA RED r)-AGA ATT 5 GALLON / 5 GALLON I / 28-SAL GRE__/ 5 GALLON 9-MUH RIG J 1 GALLON 17-SPH AMB 5 GALLON 6-HES PAR- 5 GALLON IRVINE 1 10 SES AUT / 1 GALLON {3 AGA ATT -8 COT DAM f~ AGA ATT 5 GALLON 5 GALLON 5 GALLON 8 MUH RIG- 1 GAU.ON O 'II a ,-:1 .J A 13 SAL GRE- 5 GALLON AVENUE ' \ '-18 SES AUT 1 ,.. • ' • / ' \_9-COT DAM 5 GALLON r3 AGA ATT 5 GALl.ON 32-HES PAR 5 GAU.ON / / --------- ( 27 SPH AMB -----7f-., Ar;;:;;;/ 5 GALL~/ 5 GAL~ / ,30 Bou G-· --fif~s-ATT_L ~11-~Lo j_.,, 1 1 / ALLON 1GAL ~ --~ ··=:;;:::_ --w w -T -t.g-=oou GRA -T / J/GAU.ON / DASHED LINE DENOTES 24" SETBACK FROM BACK OF CURB. NO SHRUBS SHALL BE LOCATED WITHIN THIS SETBACK /ij ~st V / / ~ -/ ~ ~77~r;i \ --i \_ DASHED LINE DENOTES LIMITS OF SIGHT LINE PLANTING RESTRICTIONS. NO ROCK OR PLANTS OVER 24" HIGH WITHIN THIS ZONE. MAINTAIN PLANTINGS WITHIN THIS AREA AT 24" HIGH MAXIMUM. ------------------------------------------------------------------------------------------------------------------------------------ 0 NORTH CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG BASIS OF BEARINGS: BENCHMARK: ,I TCLA,Inc. LANDSCAPE ARCHITECTURE -ENVIRONMENTAL DESIGN □ CORPORATE OFFICE: JOSEPH A. VARONINA.S.LA CAJl.1737 27905SMYTH DRIVE, VALENCIA, CALIFORNII\ 91355 (PH) 661-702-1011 (FX) 661-702-0293 ■ ORANGE COUNTY OFFK:E: 22792 CENTRE DRIVE, #107, LAKE FOREST,CA92630 (PH) 949-250-1615 (FX) 949-250-1801 HARRY H. KOBZEFF RLA 1777 DATE SC BZ -~ 'A __, --------_, '--\ NO. DATE DESCRIPTION OF REVISIONS DESIGNED: DRAWN: SK SK APPROVED CHECKED: DATE: DB 04 15 2014 E SEE SHEET 39 FOR PLANTING NOTES AND LEGENDS. 20' 10' 0 20' 40' 60' -----SCALE: 1"=20' C-5869 IRVINE AVENUE MEDIAN LANDSCAPING SANTIAGO DRIVE TO UNIVERSITY DRIVE LANDSCAPE PLANTING PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6056-S SHEET 38 OF 41 C2J NORTH DASHED LINE DENOTES LIMITS OF SIGHT LINE PLANTING RESTRICTIONS. NO ROCK OR PLANTS OVER 24" HIGH WITHIN THIS ZONE. MAINTAIN PLANTINGS WITHIN THIS AREA AT 24" HIGH MAXIMUM. BASIS OF BEARINGS: CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG BENCHMARK: 51-SEN MAN 1 GALLON 54-ALO RUD 1 GALLON 19-HES PAR 5 GALLON 8-SPH AMB 5 GALLON IRVINE AVENUE ,I 18-SAL GRE 5 GALLON 3-AGA ATT 5 GALLON 26-ALO RU 1 GALLO 12-SEN MAN 1 GALLON '.---- -.,.,,. __ - -....... -+t--J..I ..... -----DASHED LINE DENOTES 24" SETBACK FROM BACK OF CURB. NO SHRUBS SHALL BE LOCATED WITHIN THIS SETBACK --------- ----- ---- ~------- --~~-~~~==--=-_:s=_~,.___~~,.__-7 PLANTING NOTES: 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 TYPICAL 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 TYPE AND SIZE AT THE CONTRACTOR'S 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 ACCEPTABILITY OF PLANT MATERIAL. 4. FINISH GRADES SHALL BE INSTALLED 2" BELOW HARDSCAPE, CURBS AND UTILITY BOXES. 5. FINISH SURFACE SHALL BE A MINIMUM OF TWO (2) PERCENT AWAY FROM ALL CURBS. 6. 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. 7. THE CONTRACTOR SHALL MAINTAIN TIHE PROJECT IN A HEALTHY AND WEED-FREE CONDITION FOR A SIXTY (60) DAY PLANT ESTABLISHMENT PERIOD AND A THIRTY (30) DAY MAINTENANCE PHASE. SEE SPECIFICATIONS. 8. PLANT QUANTITIES SHOWN ON LEGENDS ARE FOR GENERAL INFORMATION. SHOULD ANY DISCREPANCIES BElWEEN THE LEGEND AND SHEET QUANTITIES OCCUR, THE HIGHER NUMBER SHALL SUPERSEDE. 9. 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. 10. ALL SHRUBS OF ANY SPECIES SHALL ALL BE PURCHASED FROM ONE NURSERY TO AVOID DIFFERING VARIETY MIXES. 11. ALL SHRUBS AND/OR SUCCULENT PLANTS SHALL BE PLANTED NO CLOSER THAN 24" TO THE BACK OF CURBS. 12. THE ENTIRE PLANTING AREA SHALL BE CROSS-RIPPED TO A DEPTH OF 24" INCHES PRIOR TO ADDITION OF SOIL AMENDMENTS PER SPECIFICATIONS. TCLA,Inc. LANDSCAPE ARCHITECTURE -ENVIRONMENTAL DESIGN □ CORPORATE OFFICE: JOSEPH A. VARONINA.S.LA CAJl.1737 27905SMYTH DRIVE, VALENCIA, CALIFORNII\ 91355 (PH) 661-702-1011 (FX) 661-702-0293 ■ ORANGE COUNTY OFFK:E: 22792 CENTRE DRIVE, #107, LAKE FOREST,CA92630 (PH) 949-250-1615 (FX) 949-250-1801 SC BZ -~ 'A _, --------_, '4 SHRUB AND GROUNDCOVER LEGEND -WUCOLS Region 3 -South Coastal ABBRV. BOTANICAL NAME COMMON NAME SIZE QTY WUCOLS ACA RED ACACIA REDOLENS 'DESERT CARPET' PROSTRATE ACACIA 5 GALLON 2~ L AGA ATT AGAVE ATTENUATA AGAVE 5 GALLON 16_!; L ALO RUD ALOE RUDIKOPPE 'LITTLE GEM' • LITTLE GEM ALOE 1 GALLON )01 L BOU GRA BOUTELOUA GRACILIS BLUE GRAMA GRASS 1 GALLON 278) L CAL VIM CALLISTEMON VIMINALIS 'LITTLE JOHN' LITTLE JOHN BOTTLEBRUSH 5 GALLON I T9' M CAR TUM CAREX TUMULICOLA BERKELEY SEDGE 1 GALLON 721 M COT DAM COTONEASTER DAMMERI 'LOWFAST' BEARBERRY COTONEASTER 5 GALLON 1'A M DIA CB DIANELLA TASMANICA 'CASA BLUE' CASA BLUE FLAX LILY 1 GALLON 93 M DIA VA DIANELLA TASMANICA 'VARIEGATA' VARIEGATED FLAX LILY 1 GALLON ~1 M EUP MIL EUPHORBIA MILLII HYBRID • REDI-RED CROWN OF THORNS 5 GALLON 185 L HES PAR H ESPERALOE PARVIFLORA 'BRAKELIGHTS' RED YUCCA LAN NG LANTANA 'NEW GOLD' NEW GOLD LANTANA LEU "ZYG LEUCOPHYLLUM "ZYGOPHYLLUM 'CIMARRON' CIMARRON MUH CAP MUHLENBERGIA CAPILLARIS 'REGAL MIST' REGAL MIST MUHLY MUH RIG MUHLENBERGIA RIGENS DEER GRASS SAL GRE SALVlA GREGGII 'RED' AUTUMN SAGE SEN MAN SENECIO MANDRALISCAE KLEINIA SES AUT SESLERIA AUTUMNALIS AUTUMN MODR GRASS SPH AMB SPHAERALCEA AMBIGUA 'LOUIS HAMILTON' GLOBE MALLOW • PLANTS AVAILABLE AT WATER-WISE BOTANICALS, BONSALL, CALIFORNIA (760) 728-2641 PLANTING LEGEND: 7-SAL GRE --DENOTES QUANTITY IN GROUPING & PLANT MATERIAL, SEE LEGEND 5 GALLON --DENOTES MATERIAL SIZE IN GROUPING 5 GALLON 292 VL 5 GALLON ~i L 5 GALLON 107) L 1 GALLON 71 M 1 GALLON TT L 5 GALLON ( 23!. L 1 GALLON (~ L 1 GALLON 214 M 5 GALLON 228 L 20· 10' 0 20' 40' 60' -----SCALE: 1"=20' C-5869 IRVINE AVENUE MEDIAN LANDSCAPING SANTIAGO DRIVE TO UNIVERSITY DRIVE LANDSCAPE PLANTING PLAN DESIGNED: DRAWN: SK SK R-6056-S HARRY H. KOBZEFF RLA 1777 DATE NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: DB 04 15 2014 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 39 OF 41 7 INPUT++ INPUT+- IIPUT:il+ NOTE: PROVIDE 36" LONG EXPANSION CURLS CARSON INDUSTRIES, 12" RECTAGULAR VALVE BOX #1419-12-4B WITH LOCKABLE LID. 2" ABOVE FINSH GRADE. PROVIDE EXTENSIONS AS REQ'D. WATERPROOF WIRE CONNECTORS 11£~--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 TYPICAL, 4 REQUIRED NOTE: IRRIGATION MASTER VALVE HEAT BRAND "MV" ON COVER IN 2" TALL LETTERS, TYPICAL SCALE: NTS IIPUT:3-TYP~AL ~~~p~§5Ff,~ INPUT:.:+ CO NNECTl:ING CONNECTORS INPUT2· WHfrE Fg:N~r F'ROVIOE;O IIPUT1+ ...,,_+-,I 'l.(>\L\l~BOX: IIPUT1· ,e- ~ ,. .,-, }::.-/!.~·~\::,:::.?_,~·::·:\/>-:/; Lt-:J:·--:~~::c::~~-ill2~£:BS2:lBi:~~rl>!'4~-"\~ DIRS:TION OF FLOW -- E~PLE: NO \/ALVES, REDUCERS, -------~>-! OR EL60WS IN TH~ ARE.", FOR 3' FLOW SENSOR,DIMENS10N 'A' MINIMUM30" DIMENSION 'B' MINIMUM 15" REFER TO THE TABLE PROVIDED WITH THE FLOW SENSOR FOR CORRECT "K" AND "OFFSET' FOR YOUR APPLICATION DIVG F8108 8 RAIN W,STER IRRl(lF:IJ"IDN SYSTEMS .. 1825-1(13 SURVEYORA\tNUE, SIMI ~EY, CA93063 ~5-fili'-~8 FLOW SENSOR DETAIL CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG BASIS OF BEARINGS: BENCHMARK: SCALE: NTS z ::; . z ,-----------FINISH GRADE 6" 6" IN. (NTS) MIN. ,,--BLUE POTABLE WATER IDENTIFIER TAPE OVER MAINLINE ONLY. CURB OR PAVING EDGE ro~--.-----'\,.---r-.,....,--+-,,"r---...-rr-==rrr-=n 5 6 z ::; ' N N J'::=~'--l!imJ:J:!.m'!:±:!rnl 1,t-----NoN-PREssuRE LATERAL LINE .-II I /"III i' II I =11111111 ,Ill Ill~=== , . ,ill,, ,ill, .111,, ,111,, ,ill,. ,L= PRESSURE MAINLINE VALVE CONTROL WIRE -....._ __ 2" DEEP CLEAN, APPROVED BACKFILL MATERIAL IRRIGATION TRENCHING DETAIL SCALE: NTS SLEEVE DETAIL PAVING MATERIAL BASE MATERIAL COMPACTED SUBGRADE WATER MAINLINE AND/OR WIRE BUNDLE WITHIN THE SLEEVE. SEE PLAN FOR PIPE SLEEVE SIZE AND LOCATION. TCLA,Inc. SCALE: NTS LANDSCAPE ARCHITECTURE-ENVIRONMENTAL DESIGN 0 CORPORATE OFFICE: JOSEPH A VARONr..l AS.LA CA#1737 27905 SMYTH DRIVE, VALENCIA, CALIFORNIA 91355 HARRY H. KOBZEFF (PH) 661-702-1011 [FX) 661-702-0293 ■ ORANGE COUNTY OFFICE: 22792 CENTRE DRIVE, #107, LAKE FOREST, CA92630 (PH) 949-250-1615 (FX) 949-250-1801 RLA 1777 DATE 3 4 Evolution DX2 Stainless Steel edestal Cabinet Installation Mounting Pad-- 28"x 28"x 8" minimum size concrete pad wi beveled edges Pedestal Mounting 33.5" Mounting Template provided for easy ins1allation 1.75" Typ_ CL 6.5'' -Bolt Holes--stainless steel hardware standard with enclosure Item Description 13.5" Oo @ FQ 0 0 EO--¥,i-'-CL Qc@ 3.5" A,B 2" conduit -s1ation wiring C 1" conduit - communication D AC power conduit E 1" conduit -sensor wiring F External antenna G Grounding rod 15" DWG PED10B Bolt and Conduit Template IRRIGATION CONTROLLER DETAIL SCALE: NTS BRASS WYE STRAINER W/60 MESH SCREEN BACKFLOW PREVENTER UNIT WITH 2 -BRASS BALL VALVES ~---------~.L--------,,L---~ BRASS 90 DEGREE ELLS 6" 8" MIN. MIN. l PLUG • •,4 • ·4 · ,!i . . . ~-TO POINT OF CONNECTION ADAPT AS NECESSARY, ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES RP BACKFLOW PREVENTER . . •. ,, ,r I==,!== TYPICAL BRASS UNION BRASS NIPPLES TYPICAL STAINLESS STEEL ENCLOSURE, SEE PLAN LEGEND 4" CONCRETE PAD SLOPE TO DRAIN ~lt-Jl§~L8llfD{AD BRASS COUPLING ,.c,_,:,,.-SCH BO PVC ADAP1£R AND PIPE TO SPRINKLERS SCALE: NTS 1 2 DESIGNED: NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: 3' (NTS) MULCH COVER PER PLAN DEPTH ROCK LAYER PER PLAN PROPOSED FINISH GRADE. ANGLE SLIGHTLY TOWARDS EDGE TO MAINTAIN GRAVEL DEPTH. EXISTING FINISH GRADE NOTE: GRADUALLY GRADE FINISH GRADE SO ROCK IS FLUSH TO FINISH GRADE, WHILE MAINTAINING SPECIFIED DEPTH. GRAVEL BED DETAIL SCALE: 1"=1'-0" 0:: w g :::) 0 rn ww f-N <( -::; (/)"1<----- x o ow 0:: Ci Q__ a._ u <( 0:: w 0 a._ f-"->-o :r: (!)~ wa I Ill . . . GFRC ARTIFICIAL BOULDER. COLOR, TEXTURE AND SIZE SHALL BE APPROVED BY ENGINEER PRIOR TO PURCHASE AND SHIPPING. 3' AND 4' BOULDERS FINISH GRADE ARTIFICIAL BOULDER DETAIL ~ a Ill 24" BOULDERS FINISH GRADE REAL BOULDER DETAIL SEE LANDSCAPE CONSTRUCTION PLANS FOR BOULDER LOCATIONS AND SIZING. BOULDERS SHALL NOT EXTEND ABOVE 24" IN 'LINE OF SIGHT' ZONES. BOULDER PLACEMENT DETAIL SCALE: NTS -5869 DRAWN: SK SK DATE: DB 04 15 2014 IRVINE AVENUE MEDIAN LANDSCAPING SANTIAGO DRIVE TO UNIVERSITY DRIVE LANDSCAPE CONSTRUCTION DETAILS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6056-S SHEET 40 OF 41 7 ...J ...J < ID ti 0 "' 8 24" MIN. _,,---POP-UP ROTATOR HEAO WITH RUBBER CAP, 1" ABOVE FINISH GRAOE ~----------~SCH-OOOODffiRITMlli 8" MINIMUM PVC SCHEDULE 80 NIPPLE MARLEX 90 DEGREE STREET ELL "----PVC LATERAL LINE AND FITTING 12" POP-UP HEAD DETAIL SCALE: NTS ◊ ◊◊ ◊ . ,~ ,- -=i-41 I T - 11~ 1 I --,I -II .. 11 . _, 2X R00TBALL DIAMETER, MIN. SHRUB PLANTING DETAILS CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG 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. NATIVE SOIL, RIPPED AND FINISH GRADED SMOOTH. NOTES: 1 . SCARIFY SIDES OF PLANT PIT PRIOR TO SETTING PLANT . SCALE: NTS BASIS OF BEARINGS: BENCHMARK: 5 6 --LATERAL LINE TO VALVES ~--SCH 80 PVC MALE ADAPTER ~-CARSON INDUSTRIES 12" RECTAGULAR VALVE BOX #1419-12-4B WITH LOCKABLE LID. 2" ABOVE FINISH GRADE. PROVIDE EXTENSIONS AS REQ'D. WATERPROOF WIRE CONNECTORS '~;fr:-PROVIDE 36" LONG EXPANSION __i: CURLS ! ~--\\:'ITT-UNION REMOTE CONTROL VALVE PVC SCHEDULE 80 NIPPLES TYP. ~l==l__ 6" MINIMUM LAYER OF PEA GRAVEL RED BRICK TYPICAL, 4 REQUIRED _,,_ ___ PRESSURE MAINLINE SXSXT ~~==~--FITTING "'-COMMON AND CONTROL WIRES NOTE: HEAT BRAND CONTROLLER & VALVE NUMBER ON COVER IN 2" TALL LETTERS, TYPICAL REMOTE CONTROL VALVE SCALE: NTS 1!9C:i1 STEP 1 STEP 2 3- A STEP 3 LOCKING FINGERS STEP 4 TUBE COVER 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 LOW VOLTAGE WIRING CONNECTION DETAIL SCALE: NTS TCLA,Inc. LANDSCAPE ARCHITECTURE-ENVIRONMENTAL DESIGN 0 CORPORATE OFFICE: JOSEPH A VAR0Nr..l AS.LA CA#1737 27905 SMYTH DRIVE, VALENCIA, CALIFORNIA 91355 (PH) 661-702-1011 [FX) 661-702-0293 ■ ORANGE COUNTY OFFICE: 22792 CENTRE DRIVE, #107, LAKE FOREST, CA92630 (PH) 949-250-1615 (FX) 949-250-1801 HARRY H. KOBZEFF RLA 1777 DATE 3 4 = X N< -:::;; ,,------CARSON INDUSTRIES #910-10-4B ROUND BOX WITH LOCKABLE LID. ,,---FINISH GRADE PRESSURE REGULATOR SCH 80 PVC MALE ADAPTERS 8" MINIMUM LAYER OF PEA GRAVEL PVC MAINLINE PIPING RED BRICK TYPICAL, 4 REQUIRED PRESSURE REGULATING VALVE IN BOX SCALE: NTS .,.---FINISH GRADE ,,---CARSON INDUSTRIES PURPLE 1 O" ROUND VALVE BOX #910-10-4B WITH LOCKABLE LID. 2" ABOVE FINISH GRADE. _,,----QUICK COUPLING VALVE 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: NTS 1 2 lT 1T .111i'111 if1lllli'II 11111 Ii' -=I I 1= ll f-'=I~= 111 . .-h=~~ ·1-- - -=lll11 i'll 11 i'll 11 -'--'-""' •111 ill- FINISH GRADE 2" BELOW BOX CARSON INDUSTRIES 1 O" ROUND VALVE BOX #910-10-4B WITH LOCKABLE Lib . MINIMUM 36" LONG PIGTAILS OF VALVE AND COMMON WIRE WITH NO SPLICES 1 CUBIC FOOT OF PEA GRAVEL RED BRICK, ( 4 REQUIRED) MAINLINE PIPING AND FITTING NOTE: HEAT BRAND "PB" ON COVER IN 2" TALL LETTERS, TYPICAL IRRIGATION PULL BOX SCALE: NTS ,,-------CARSON INDUSTRIES 1 O" ROUND VALVE BOX #910-10-4B 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. Y'-* r--8" MINIMUM LAYER OF PEA GRAVEL IRRIGATION BALL VALVE ,,--RED BRICK TYPICAL, 4 REQUIRED NOTE: HEAT BRAND "BV" ON COVER IN 2" TALL LETTERS, TYPICAL SCALE: 1-1/2"=1'-0" IRVINE AVENUE MEDIAN LANDSCAPING SANTIAGO DRIVE TO UNIVERSITY DRIVE -5869 LANDSCAPE CONSTRUCTION DETAILS DESIGNED: DRAWN: R-6056-S SK SK NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: DB 04 15 2014 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 41 OF 41