Loading...
HomeMy WebLinkAboutR_7006_S-0- @) CITY OF COSTA MESA JOHNWAYl,E AIRPORT ' \Jt1NERSITY PROJECT LOCATION VICINITY MAP NOTTO SC.~LE SYMBOL ABBREVIATIONS POWER POLE (IN ADDITION TO GREENBOOK SECTION 1-3.2) SEWER CLEANOUT AB AGGREGATE BASE ARV AIR RELIEF VALVE SURVEY CONTROL POINTS CONTROL PUBLIC WORKS D1~PARTMENT LEGEND BALBOA CROSSING IMPRO\/EMENT PROJECT PHASE 2 -INTERSECTION IMPROVEMENTS C-7288-2 PRO ECT NO. 19T11 APPROVED: DATE: DAVID A. WEBB, P.E .. PLBLIC WORKS DIRECTOR R.C.E. NO. 4796 1 APPROVED: M. HOULIHAN, P.E., DEPUTY PWD / CITY ENGINEER R.C.E NO. 51568 DATE ~/~Z..0 ( ~o ~ ® SEWER MANHOLE ACP ASBESTOS CEMENT PIPE AC ASPHALT CONCRETE POINT DATA f]?:,£,d FULL RECONSTRUCTION SECTION 'K',fr:.fr:.' • $fr:.fr:. $ ~-@ l>O<l fill lllJ 1ml :r;.-o 0 (- A p e e 11:11 lllll 0 (f) II] ~//C/(///~j ---- ---- ---<l.-·- -·--S--·- --·--W---·- ---G--- --E-- --T-- -CAN- --SP-- -x-x-x- STORM DRAIN MANHOLE BC BEGIN CURVE BCR BEGIN CURVE RETURN FIRE H't!>RANT BVC BE GIN VERTICAL CURVE BL'< BLOCK WATER METER CA TV CABLIE TV STREET LIGHT PULL BOX Cl CAST IRON ~ CENTERLINE TRAFFIC SIGNAL PULL BOX CNB Cl1Y OF NEWPORT BEACH CL CLASS STREET LIGHT CLR CLEAR C&G CURB AND GUTTER WATER VALVE EC END CURVE GUY WIRE ECR END CURVE RElURN EG EDGE OF GUTTER SURVEY MONUMENT EVC END VERTICAL CURVE EP EDGE OF PAVEMENT SIGN EXIST EXISTING FLG FLANGE VAULT VENT FE FLANGED END TREE FL FLOW LINE FS FINISHED SURFACE IRRIGATION CONTROL VALVE G GAS GV GATE VALVE CABLE TV PULL BOX GB GRADE BREAK HP H!GH POINT CORING LOCATION LP LOW POINT ELECTRICAL MANHOLE LT LITT MH MANHOLE ELECTRICAL PULL BOX MAX MAXIMUM MIN MINIMUM BUILDING NG NATURAL GROUND N NORTH EXISTING CONSTRU CTION NTS NOT TO SCALE PROPER1Y LINE NO NUMBER OH OVER HAN G NEW CONSTRUCTION OG ORIGINAL GROUND POT POINT OF TANGENCY CENTERLINE PROP PROPOSED PB PULL BOX SEV.'ER LI NE RCP REINFORCED CONCRETE PIPE RET RETAINING WATER LINE RT RIGHT GAS LINE SCH SCHEDULE S SEWER ELECTRICAL LINE SCO SEWER CLEANOUT SMH SEWER MANHOLE TELEPHONE LINE SHT SHEET SW SIDEWALK CABLEVISION LINE S SOUTH SPRINKLER SYSTEM SCE SOUTHERl'l CALIFORNIA EDISON SQ SQUARE FENCE SlL STEEL T TELEPHONE BLOCKWALL W WEST/WATER W/ V~TH CALL TOLL FREE Dial 811 BEFORE YOU DIG BENCHMARK: # COORD. ELEV. CP 1 :i 9613.25 6.75' E 5138.54 CP2 N 991 1.52 8.03' E 4725_71 CP3 N 9917.05 E 4733.69 . CP4 N 9905.58 E 474 °.37 - CPS N 10000.00 8.30' E 5000.00 CP6 N 9991.99 E 5002.89 . TIE-OUT AND RECORD EXISTING SURVEY MONUMENTS PER OCPW REQUIREMENTS PRIOR TO CONS,RUCTION. SET SURVEY MO~UMENTS PER NEWPORT BEACH STD. 116-L AND RECORD PER DCPW REQUIREMENTS POST CONSTRUCTION THE BEARINGS SHOWN HEREON ARE BASED UPON J-782 0.C.S. 2015, ELEVATION = 6.978 FEET • NEW PCC PAVEMENT NE'// PAVEMENT GRIND & OVERLAY NEW SLURRY SEAL TYPE I NEW PLANTER NEW PCC ACCESS RAMP INDEX MAP NOT TO SCALE '\ \ 'f' " * ,z ' ~ --0 ~ '1$ -~ '.2¾,,-J#c ~ ~5..943t \ ~-;:1r-+ ~'-~---~~·~}"t\\~~l.\w 'r \ I Tt, ,,. i, \ ~i---- GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2015 EDITION ANO 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 TI-iE 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 C!TY UTILITIE S (e.g. WATER VAULTS, WATER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLESL FRAMES AND COVERS TO FiNISHED GRADE PER CITY STANDARDS. ALL OTHER UTILITIES SHALL BE AuJUSTED TO GRADE BY OTHERS. 6. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH UNE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. 7. ANY DISCREPANCY IN THE DRAWINGS OR SPECIF!CATIONS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER. FAILURE TO DO SO WILL PLACE RESPONSIBILI TY 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 ANO CALLED FOR !N BOTI-L ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDIN ANCES 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 ANO THE CITY OF NEWPORT BEACH. 12. IT SHALL BE THE RESPONSIBILITY OF Tr-IE CONTRACTOR TO FIELD VERIFY ALL VERTICAL AND HORIZONTAL LOCATIONS FOR CONNECTIONS TO ALL EXISTING P!PES AND FOR CROSSINGS OF SEWERS, STORM DRAINS, GAS MAIN 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 TI-JEIR ACTIJAL LOCATIONS. THE CONTRACTOR SHALL PROTECT IN PLACE OR COORDINATE VviTH 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 . RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. " 0 ..c: g "' ..-----------------------------------------1"' SHEET INDEX ~ 1----------------------------------1~ 1 CIVIL PLANS -TilLE SHEET u 2 CIVIL PLANS -26TH STREET AND NEWPORT BOULEVARD IMPROVEMENTS 5 3 CIVIL PLANS -NW CORNER OF 28TH STREET AND BALBOA BOULEVARD IMPROVEMENTS ..!. I 4 CIVIL PLANS -NE CORNER OF 28TH STREET AND BALBOA BOULEVARD IMPROVEMENTS ANO 28TH SlREET IMPROVEMENTS C/l I 5 CIVIL PLANS -28TH STREET AND NEWPORT BOULIEVARD (SB) IMPROVEMENTS 8 6 CIVIL PLANS -26TH STREET AND 28TH STREET IMPROVEMENTS -SIGNING AND STRIPING PLANS R 7 T-0.00 -GENERAL LANDSCAPE NOTES 8 L-1.01 -PLANTING PLAN 9 L-2.01 -PLANTING DETAILS 10 L-3.01 -IRRIGATION PLAN 11 L-4.01 -IRRIGATION DETAILS 12 L-4.02 -· IRRIGATION DETAILS 13 SIGNALIZATION PLANS -TRAmC SIGNAL MODIFICATION 14 SIGNALIZATION PLANS -FLASHING TRAmc SIGN RELOCATION 15 SIGNALIZATION PLANS -STREET LIGHTING INSTALLATION ~ / ., C: Cl a. -C: " ~ 0 ~ 0. E / Cll -ill .c ,. "' ;;,: 9- § 1-----------------------------------------10 i; EMERGENCY TELEPHONE NUMBERS SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY AT&T TELEPHONE COMPANY CITY OF NEWPORT BEACH UTILITIES DEPARTMENT ORANGE COUN1Y SANITA llON DISTRICT llME WARNER CABLE COX COMMUNICATIONS .ll.liY (800) 624-8153 (800) 611-1911 (BOO) 332-1321 (949) 644-3011 (714) 962-2411 (714) 542-6222 .tllizl:II (949) 644-371 7 "' C: 0 0 " l'.l:'. -" "' ~ -(/) I .c 0 " " rn 18"SD 18"SD 18"SD 18"SD 2 4 " S D 2 4 " S D 2 4 " S D 2 4 " S D 2 4 " S D 2 4 " S D 2 4 " S D 2 4 " S D 2 4 " S D 8 " W 8 " W 8 " W 8 " W 8 " W 8 " W 8 " W 8 " W 8 " W 8 " W 8 " W 6"W 6"W 6"W 6"W 6"W 6"W 6"W 6"W 6"W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W T T T T T T T T T T T T T T T T T T T T T T T T T 24 " S S 24 " S S 24 " S S 24 " S S 24 " S S 24 " S S 24 " S S 24 " S S 24 " S S 8"SS 8"SS 8"SS 8"SS 8"SS SD SD SD SD SD SD 24"SD 24"SD 24"SD 24"SD 24"SD 24"SD 24"SD 24"SD8 " S S 8 " S S 8 " S S 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8 " W 2 4 " W 1 6 " W 1 6 " W S I G N GR WV U N K V L T VENT SIGN P M WV SDMH GV GM WM WM SIGN EC SIGN S I G N W M P M F B S I G N SMH SMH S I G N S D M H SDMH SIGN P M S T L T I C B I C V W V W M W V ICV WV WV SIGN SDMH WV WV SIGN EVLT 6.594 FS PRKMTRELEC MTR 11+00 12+00 12+36.01 1 0 + 0 0 1 1 + 0 0 10 + 0 0 8 " W 8 " W 8 " W 8 " W 8 " W T T T T T T T TT T T T T T 24 " S S 24 " S S 24 " S S 24 " S S 24 " S S 24 " S S 24"SD 24"SD 24"SD 24"SD 24"SD 24"SDS D GR SDMH GV GM WM WM SIGN EC 12+00 SEGMENT START STATION END STATION LENGTH (FT)ELEV.CURVE DATA DESCRIPTION 1 10+00.00 10+15.86 15.86 7.62' TC 7.08' FL START OF CURB IMPROVEMENT 2 10+15.86 10+25.05 9.19 7.09' TC 6.57' FL ∆=26d19'26", R=20.00, L=9.19, T=4.68, C=9.11 BC 3 10+25.05 10+31.22 6.17 6.78' TC 6.28' FL ∆=17d41'10", R=20.00, L=6.17, T=3.11, C=6.15 FLARE 4 10+31.22 10+36.23 5.01 6.30' FS 0" CF ∆=14d21'30", R=20.00, L=5.01, T=2.52, C=5.00 CURB RAMP 5 10+36.23 10+44.61 8.38 6.32' FS 0" CF ∆=24d0'50", R=20.00, L=8.38, T=4.25, C=8.32 FLARE 6 10+44.61 10+51.59 6.98 6.85' TC 6.35' FL ∆=19d59'46", R=20.00, L=6.98, T=3.53, C=6.94 COMPOUND CURVE/ EC 7 10+51.59 10+57.57 5.98 6.89' TC 6.37' FL ∆=34d14'4", R=10.00, L=5.98, T=3.08, C=5.89 REVERSE CURVE 8 10+57.57 10+62.12 4.55 6.93' TC 6.40' FL 9 10+62.12 10+68.07 5.95 6.96' TC 6.41' FL ∆=34d4'9", R=10.00, L=5.95, T=3.06, C=5.86 REVERSE CURVE 10 10+68.07 10+73.07 5 6.99' TC 6.43' FL 10+73.07 7.02' TC 6.45' FL END OF CURB IMPROVEMENT SEGMENT START STATION END STATION LENGTH (FT)ELEV.CURVE DATA DESCRIPTION 1 20+00.00 20+05.00 5 6.88' TC 6.32' FL START OF CURB IMPROVEMENT 2 20+05.00 20+10.97 5.97 6.80' TC 6.30' FL ∆=34d12'40", R=10.00, L=5.97, T=3.08, C=5.88 RESERVSE CURVE 3 20+10.97 20+15.51 4.54 6.79' TC 6.29' FL 4 20+15.51 20+21.47 5.96 6.78' TC 6.28' FL ∆=34d7'38", R=10.00, L=5.96, T=3.07, C=5.87 RESERVSE CURVE 5 20+21.47 20+32.19 10.72 6.77' TC 6.27' FL 6 20+32.19 20+37.94 5.75 6.72' TC 6.22' FL FLARE 7 20+37.94 20+42.94 5 6.20' FS 0" CF CURB RAMP 8 20+42.94 20+44.09 1.15 6.19' FS 0" CF FLARE 9 20+44.09 20+48.09 4.82 6.68' TC 6.19' FL ∆=16d43'31", R=16.50, L=4.82, T=2.43, C=4.80 BC 10 20+48.09 20+58.73 9.82 6.67' TC 6.17' FL ∆=34d6'16", R=16.50, L=9.82, T=5.06, C=9.68 11 20+58.73 20+63.34 4.61 6.64' TC 6.14' FL ∆=26d23'7", R=10.00, L=4.61, T=2.34, C=4.56 PCC 12 20+63.34 20+69.12 5.78 6.63' TC 5.96' FL LP 13 20+69.12 20+73.73 4.61 6.68' TC 6.01' FL ∆=26d23'7", R=10.00, L=4.61, T=2.34, C=4.56 PCC 14 20+73.73 20+77.19 3.46 6.72' TC 6.22' FL ∆=12d0'15", R=16.50, L=3.46, T=1.73, C=3.45 EC 15 20+77.19 20+83.62 6.43 6.75' TC 6.25' FL ∆=22d19'28", R=16.50, L=6.43, T=3.26, C=6.39 FLARE 16 20+83.62 20+88.64 5.02 6.31' FS 0" CF ∆=17d25'46", R=16.50, L=5.02, T=2.53, C=5.00 CURB RAMP 17 20+88.64 20+89.92 1.28 6.35' FS 0" CF ∆=4d27'25", R=16.50, L=1.28, T=0.64, C=1.28 FLARE 18 20+89.92 20+94.58 4.66 6.91' TC 6.41' FL BC 19 20+94.58 21+01.56 6.98 6.91' TC 6.44' FL 21+01.56 6.92' TC 6.48' FL END OF CURB IMPROVEMENT R-7006-S 15 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BALBOA CROSSING IMPROVEMENT PROJECT PHASE 2 - INTERSECTION IMPROVEMENTS C-7288-2 CIVILTEC Fax: (626) 303-7957 Phone: (626) 357-0588 118 West Lime Avenue Monrovia, Ca. 91016 General Civil, Transportation, Municipal, Water and Wastewater Engineering, Planning, Construction Management, and Surveying Monrovia ● Prescott ● Phoenix E E I R D R F S N E G I R GST E P O ES IONAL EN ER AINROFILACFOETAT S LIVIC C 69578 H A WES SHE MOPHER RIST C H (100% DESIGN) 26TH ST AND NEWPORT BLVD IMPROVEMENTS 2 6' 4' R17 ' 5' R10' R10' SCALE 1" = 10' 10'0 10'20' GRAPHIC SCALE 33 38 21 21 3 123 19 12 12 8' 10 38 21 10 4 11 5 1 2 13 10 13 1 2 5 4 27 11 11 11 13 2 1 3 5 #CP1 N 9613.25' E 5138.54' ELEV = 6.75' FOUND NAIL 5 27 28 34 5 28 5 5 36 35 34 60' 22' 4 27 4 27 40 2 5' 5 22' 8' 37 2' 2' STA. 11+ 8 7 . 6 0 ( N E W P O R T B L V D S B ) = STA 10 + 7 3 . 0 7 A S T H E END OF W E S T C U R B IMPROV E M E N T STA. 11+61.56 (26TH ST) = STA 21+01.56 AS THE END OF EAST CURB IMPROVEMENT STA. 11+14.53 (26TH S T ) =STA 10+00.00 AS T H E START OF WEST CUR B IMPROVMENT 37 5 5 5 NEWP O R T B E A C H B L V D ( S B ) 2 6 T H S T R E E T NEWPORT BEACH BLVD (NB) NEWP O R T B E A C H B L V D ( N B ) NEWPO R T B E A C H B L V D ( S B ) 10' 61' 10 EAST CURB IMPROVEMENT ALONG NEWPORT BLVD: LINE AND CURVE DATA WEST CURB IMPROVEMENT ALONG NEWPORT BLVD: LINE AND CURVE DATA STA. 10+ 6 0 . 0 0 ( N E W P O R T B L V D S B ) = STA 20 + 0 0 . 0 0 A S T H E START O F E A S T C U R B IMPROV E M E N T 36' 3 28 \ CASE "H" R = 20', 6" CF 7.09' T 6.57' FL - - \ />.LL GE />.NO PING, SEE SHEET 6. \ \ \ \ \ \ \ R/W D I RECORD DRAWINGS Th-1<:..::ot'd ~ngs l'l;,r,• !>Mn p<tp;,J..:I bnKl-on i~r""1ie>n ,vtin'itttd,;,, ~~rt.. b'il otfl1115_ \l'l'hm-U,i:; nfllrm.it~n i:51:e-!ld lei be! reliable, City of HIIWJl()rt &och i~ not '9$p(K'l$ibl• IO itt-a«1,1rill¢)', nor !<Ir .,;,:,tt OIO~S 'M'li<:t'l liO~ l'l:11~•.,..,, in¢0fpo!:II!~ into lhc,::;o Pans a~"" roool. A. t> I b . . . I I •. I t> . I "" I j; A . ,, I fb I • I I -b I I ;. t> k I t,. .1· ~ b b ;:!; b. b : •.. • t> ~1 ~ A·_ .• b ,"'r.~, . 92'TC ( u r Y". . "" b6.48'FS OOI~. .56'. EP I . . ~ .. ~ :. JOIN • 1> ,30' EP b I JOIN I .· It> - 11' I ' ' ' --.73' FS 'i. STA. 12+36\01 26TH ST = ___ JOIN 'i. STA. 10+00.00 NEWP RT L VD -SEE SIDEW;~~e,_, ETAIL PER THIS .65' FS SHEET 'o"; JOIN ~/J"t'&~<2_,:t I I I I I \ I I ~R/W ~ t> SIDEWALK DETAIL CB 6.70' FS '\JOIN REMOVAL NOTES OJ REMOVE PORTION OF EXISTING PCC SIDEWALK AS SHOWN. [TI REMOVE PORTION OF EXISTING PCC CURB AND GUTTER. 0 REMOVE EXISTING CURB RAMP. 0 REMOVE EXISTING A.C. PAVING AS NECESSARY. 0 LIMITS OF SAWCUT AND REMOVAL. STIREET CONSTIRUCTION NOTES @ INSTALL NEW VALVE CAN TO GRADE PER CITY OF NEWPORT BEACH STD. 511-L. @ CONSTIRUCT PCC CURB AND GUTTER TYPE A, PER CITY OF NEWPORT BEACH STD. 182-L. @ CONSTIRUCT PCC ADA COMPLIANT ACCESS RAMP, PER CITY OF NEWPORT BEACH STD. 181. @ CONSTRUCT PCC SIDEWALK PER CITY OF NEWPORT BEACH STD-180-L. @ PROTECT IN PLACE. @ INSTALL NEW WATER f.4ETER BOX AND ADJUST TO FINAL GRADE PER CITY OF NEWPORT BEACH STD. 502-L. @ REMOVE AND RECONSTIRUCT STIREET SECTION PER DETAIL 1 ON SHEET 3. @ ADJUST EXISTING STORM DRAIN MANHOLE FRAME, REPLACE RING AND COVER TO GRADE PER CITY OF NEWPORT BEACH STD. 111-L. ® DEMOLISH AND REMOVE EXISTING CATCH BASIN THAT WAS CONSTIRUCTED PER CITY OF NEWPORT BEACH STD 300-L-A WITH INVERT OF 3.47'. BACKFILL AND COMPACT TO 95% RELATIVE DENSITY WITH NATIVE OR IMPORTED SOIL @ CONSTRUCT NEW CATCH BASIN PER CITY OF NEWPORT BEACH STD 300-L -A AS MODIFIED BY DETAIL 2 ON SHEET 3. CURB FACE = 6", W = 6', V = 2', t = 6". ® CUT AND REMOVE EXISTING STORM DRAIN AND JOIN TO NEW CATCH BASIN. @ REMOVE EXISTING STORM DRAIN LATERAL, BACKFILL AND COMPACT 95,:; RELATIVE DENSITY 1'11TH NATIVE OR IMPORTED SOIL ® GRIND 2" OF EXISTING ASPHALT AND CAP TO FINISH SURFACE WITH AHRM PAVEMENT. @ INSTALL NEW UTILITY METER BOX PER UTILITY REQUIREMENT AND ADJUST TO FINAL GRADE . @ CONSTIRUCT CROSS GUTTER PER CITY OF NEWPORT BEACH STD. 186-L AS MODIFIED HEREIN. ADDITIONAL CONSTIRUCTION NOTES 1. SEE STIRIPING PLANS FOR STIRIPING AND SIGNAGE NOTES. 2. STIREET IMPROVEMENT CENTERLINE IS PER STIREET CENTERLINE STATION. LEGEND ~ FULL RECONSTIRUCTION ™ NEW PAVEMENT GRIND AND OVERLAY. I · ;. '.· • 1 NEW PCC 0 0 -5 0 o> 0 ~ <Xl .::::.. a, 0 o> 3: -0 N 0 I I- I Vl I 0 0 d r-- ro 0 ~ ., C 0 0.. -C " E ~ 0 L a. E / ., -" " .c ~ ~ 9- .Q -0 2 -., C 0 0 " fr'. -" " L -Vl I .c 0 0 " a:, -L 0 -------------------------------------------------------------------------------------------------------------------------------------------------------t BASIS OF BEARINGS: PLANS PREPARED BY: APPROVAL RECOMMENDED: REVIEWED: ~ CALL TOLL FREE Dial 811 BEFORE YOU DIG THE ELEVATIONS SHOWN HEREON ARE BASED ON THE RECORD OF SURVEY NO. 86-38. N 19"42'30" W, MEASURED DISTANCE 410.865 FEET, BETWEEN 28TH STREET AND 26TH STREET. BENCHMARK: THE BEARINGS SHOWN HEREON ARE BASED UPON J-782 O.C.S. 2015, ELEVATION = 6.978 FEET engirleering inc. MICHAEL J. SINACORI, RCE 4621 ASSISTANT CITY ENGINEER PATRICK ARCINIEGA. RCE 70740 I 0 0 d r--~ <Xl SENIOR ENGINEER o --------------------------------------~ DESIGNED: DRAWN: oo .....""!""""!"""""'G..,Ot<l+-..... G_O_N._J-IM t--------1 o DATE:_______ CHECKED: DATE: ~ SHEET OF ' .._ ____________________ ___. ________________________________________________________________ ___. ___________ ..._ _________________ ___. _______ cs_H;a......,.S_EP_T __ 20_2_0.._ ____________________ .._ ______ _, x SI G N CO SI G N PP SMH SD M H ST L T SL B BL D G SI G N 18"SD 18"SD 18"SD 18"SD 8"SS 8"SS 8"SS8"SS 8"SS 8"SS 8"SS 8"SS 15 + 0 0 SEGMENT START STATION END STATION LENGTH (FT)ELEV.CURVE DATA DESCRIPTION 1 30+00.00 30+05.94 5.94 7.95' TC 7.39' FL ∆=34d3'30", R=10.00, L=5.94, T=3.06, C=5.86 START OF CURB IMPROVEMENT/ REVERSE CURVE 2 30+05.94 30+10.67 4.72 7.91' TC 7.37' FL 3 30+10.67 30+16.48 5.81 7.88' TC 7.33' FL ∆=33d17'18", R=10.00, L=5.81, T=2.99, C=5.73 REVERSE CURVE 4 30+16.48 30+19.37 2.90 7.84' TC 7.30' FL 5 30+19.37 30+24.83 5.45 7.82' TC 7.28' FL 6 30+24.83 30+27.39 2.56 7.78' TC 7.25' FL ∆=9d46'59", R=15.00, L=2.56, T=1.28, C=2.56 BC 7 30+27.39 30+47.56 20.20 7.24' FS 0" CF ∆=77d9'49", R=15.00, L=20.20, T=11.97, C=18.71 CURB RAMP 8 30+47.56 30+48.77 1.18 7.24' FS 0" CF ∆=4d30'41", R=15.00, L=1.18, T=0.59, C=1.18 EC 9 30+48.77 30+61.63 12.86 7.24' FS 0" CF 30+61.63 8.03' TC 7.31' FL END OF CURB IMPROVEMENT R-7006-S 15 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BALBOA CROSSING IMPROVEMENT PROJECT PHASE 2 - INTERSECTION IMPROVEMENTS C-7288-2 CIVILTEC Fax: (626) 303-7957 Phone: (626) 357-0588 118 West Lime Avenue Monrovia, Ca. 91016 General Civil, Transportation, Municipal, Water and Wastewater Engineering, Planning, Construction Management, and Surveying Monrovia ● Prescott ● Phoenix E E I R D R F S N E G I R GST E P O ES IONAL EN ER AINROFILACFOETAT S LIVIC C 69578 H A WES SHE MOPHER RIST C H (100% DESIGN) 28TH AND BALBOA BLVD IMPROVEMENTS 3 SCALE 1" = 10' 10'0 10'20' GRAPHIC SCALE R10' R10' 2' 6' 3 12 5 113 113 2 4 5 211 11 11 SCARIFY 12" AND COMPACT EXISTING SUBGRADE TO 95% RELATIVE DENSITY 2" A C FI N I S H G R A D E 18' 211 10' CROSS GUTTER 15 ' TR A N S I T I O N T O EX I S T . G U T T E R 6" AC BASE COURSE 2" A C FI N I S H G R A D E LIMIT OF RECONSTRUCTION LIMIT OF RECONSTRUCTION EXISTNG AC BASE SCARIFY 12" AND COMPACT EXISTING SUBGRADE TO 95% RELATIVE DENSITY 5 5 GRIND 2" AND OVERLAY WITH 2" ACBALBOA BLVD 28 T H S T R E E T 10'19' 26 29 27 37 18 4 9" EX I S T I N G 24 " S D t WEST CURB IMPROVEMENT ALONG BALBOA BLVD: LINE AND CURVE DATA 19 19 11 19 37 11.26'18' STA. 15+07.63 BALBOA BLVD START OF STREET CONSTRUCTION STA. 14+83.55 (BALBOA BL = STA 30+00.00 AS START OF CURB IMPROVM 7.95' TC 7.39' FL JOIN STA. 14+21.92 (BALBOA BLVD) = STA 30+61.6 AS THE END OF \\EST CURB IMPROVMENT 8.13' TC -JOIN 0 CF 8.06' TC 7.31' FL JOIN 7.561• JOIN •. . J,24' FS I Jl • Cl"·~r--. •.. I :,,. .. . . • . I I I 7.22' FS • r .•o•c~-LP· JOIN EXIST. 6.94 FL STA. 13+90.33 BALBOA BLVD END OF STREET CONSTRUCTION \ \ I \ ~\ I I 17.1' E I JOIN I I I I I I I I 7.54' EG I I \ \ \ \ \ I I 8.05' FS JOIN 8.Q3' FS IJOIN I .\ 3,10% ~ I 8.21' FS JOIN \ •' 8.14' FS 0 <xi \ \ \ l 9 1 I FOR ALL SIGNAGE AND STRIPING, SEE SHEET 6. 'i. STA. 9+90.28 28TH ST = 'i. STA. 14+26.62 BALBOA BLVD PER PLAN STREET RECONSTRUCTION NEW 4" PCC SIDEWALK CATCH BASIN •. ·" 4. EXISTING 12" SD TO BE Fi~j __,.__..__ REMOVED PER CONSTRUCTION NOTE :z . 36. "' ~ 'l--< ~ . -::, ... WEST INV. = 2.84' EAST INV. =2.85 NTS DETAIL@ "· •. • • • .. •. .. NEW MH FRAME AND COVER ... II > . ----------~ CONNECTOR PIPE. CONNECT TO NEW CATCH BASIN AT INVERTS SHOWN. CROSS SECTION OF NEW CATCH BASIN ffi NTS RECOR_D DRAWINGS Th.U RetO<d ~..,;rigs ha>-t betM p,,•pil•ed bi:kld en ir60f~!i0n Subrri:l~, l'I pint, tr; olhm;. \Mw ttns nformation 11; bd!eVe<:I bl-~ r~li11ble, Dlfy !II' N!IWPC'rt Boitc:b i~ rlD1: r~p,;,n$i~lt IO~ ~ur~, nor l,:,r .,,>:-1,<)IIO~J v.hi(h m;,yh~.,•~ ifli:(llp(N~l..:t ink> lfle:.e pl~ns.i,; ii rowll REMOVAL NOTES IT] REMOVE PORTION OF EXISTING PCC SIDEWALK AS SHOWN. [TI REMOVE PORTION OF EXISTING PCC CURB AND GUTTER. 0 REMOVE EXISTING CURB RAMP. [TI REMOVE EXISTING A.C. PAVING AS NECESSARY. [TI LIMITS OF SAWCUT AND REMOVAL. 0 REMOVE EXISTING CROSS GUTTER PER LIMITS SHOWN. STREET CONSTRUCTION NOTES ® CONSTRUCT PCC CURB AND GUTTER TYPE A, PER CITY OF NEWPORT BEACH STD. 182-L. @ CONSTRUCT PCC ADA COMPLIANT ACCESS RAMP, PER CITY OF NEWPORT BEACH STD. 181. @ CONSTRUCT PCC SIDEWALK PER CITY OF NEWPORT BEACH STD-180-L. @ ADJUST EXISTING MANHOLE TO FINAL GRADE. @ PROTECT IN PLACE. @ PROTECT IN PLACE EXISTING MANHOLE/ CATCH BASIN. @ REMOVE AND RECONSTRUCT NEW CONCRETE PER LIMITS SHOWN IN PLANS. ® REMOVE AND RECONSTRUCT STREET SECTION PER DETAIL 1 ON SHEET 3. ® CONSTRUCT MODIFIED PCC CROSS GUTTER PER CITY OF NEWPORT BEACH STD-185-L. @ REMOVE EXISTING STORM DRAIN LATERAL, BACKFILL AND COMPACT 95% RELATIVE DENSITY 1'11TH NATIVE OR IMPORTED SOIL. ® GRIND 2" OF EXISTING ASPHALT AND CAP TO FINISH SURFACE WITH AHRh-4 PAVEMENT. LEGEND ~ FULL RECONSTRUCTION ~ NEW PAVEMENT GRIND AND OVERLAY. I · ; •. ] NEW PCC .. ·.•:.·.•:.·.•:.·.•:.·.· NEW PCC ACCESS RAMP . · .. ·. · .. ·. · .. ·. · .. ·. ·. ............. ADDITIONAL CONSTRUCTION NOTES 1. SEE STRIPING PLANS FOR STRIPING AND SIGNAGE NOTES. 2. STREET IMPROVEMENT CENTERLINE IS PER STREET CENTERLINE STATION. 0 0 -5 0 o> 0 ~ <Xl .::::.. a, 0 o> 3: "O "' 0 I I- I Vl I 0 0 d r-- ro 0 ~ ., C 0 0.. -C " E ~ 0 L a. E / ., -" " .c ~ ~ 9- .Q -0 2 -., C 0 0 " fr'. -" " L -Vl I .c 0 0 " a:, -L r----------------------,~~~~~~~~~~--------------------------r-----=~=-=-==~=-=-":"."'"---------=--------,---------"T"---------~=~~=~=---....... -------"T"-----------------------------12-BASIS OF BEARINGS: PLANS PREPARED BY: APPROVAL RECOMMENDED: REVIEl'l1ED: .; CALL TOLL FREE Dial 811 BEFORE YOU DIG THE ELEVATIONS SHOWN HEREON ARE BASED ON THE RECORD OF SURVEY NO. 86-38. N 19"42'3D" W, MEASURED DISTANCE 410.865 FEET, BETWEEN 28TH STREET AND 26TH STREET. BENCHMARK: THE BEARINGS SHOWN HEREON ARE BASED UPON J-782 O.C.S. 2015, ELEVATION = 6.978 FEET engirleering inc. MICHAEL J. SINACORI, RCE 4621 ASSISTANT CITY ENGINEER PATRICK ARCINIEGA, RCE 70740 z I 0 0 d r--~ <Xl SENIOR ENGINEER o '"'"'==---==-➔---------------------.---------1~ DESIGNED: DRAWN: oo .,_,.._,.._...,;;G,_Ot<1...,_ ......... G_.O_.N._J-IM 1---------1 0 DATE:_______ CHECKED: DATE: ~ SHEET OF ' .._ ___________________ ___...,_ _________________________________ L-------------------------...JI....--------L--------...JI....--------L---l::CS~HL...iSE[;!;P:.i,T~2~02~01.,. ___________________ ,L..,::,__...:,_ __ J x 8"S S 8"S S 18"S D 18"S D 18"S D 18"S D 18"S D 18"S D S D S D S D S D S D S D S D S D SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD 1 2 " W 1 2 " W 1 2 " W 1 2 " W 1 2 " W 1 2 " W 1 2 " W 1 2 " W 1 2 " W 1 2 " W 1 2 " W 1 2 " W 1 2 " W 1 2 " W 1 2 " W 1 2 " W 1 2 " W 1 2 " W W 8"SS 8"SS 8"SS 8"SS 8"SS 8"SS 8"SS 8"SS 8"SS 8"SS 8"SS 8"SS 8"SS 8"SS 8"SS 8"SS 8"SS 8"SS 8"SS 8"SS 8"SS 8"SS 8"SS S S S S 8"SS 8"SS 8"SS C O M M C O M M C O M M C O M M C O M M C O M M 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 6"W 6"W 6"W 6"W S S S S S S S S S S S S S S S S S S S S S S 10+0 0 11+00 1 4 + 0 0 SDMH PM PM PM SMH 4" POST SIGN SIGN SIGN COCO COCO CO CO SLB F H SMH SDM H S D M H S D M H CO S T L T S L B CO CO B L D G W V WV W V SLB SIGN SIGN SLB S I G N S L B SEGMENT START STATION END STATION LENGTH (FT)ELEV.CURVE DATA DESCRIPTION 1 40+00.00 40+04.05 4.05 7.51' TC 6.92' FL ∆=46d24'12", R=5.00, L=4.05, T=2.14, C=3.94 START OF CURB IMPROVEMENT/ REVERSE CURVE 2 40+04.05 40+05.46 1.41 7.56' TC 6.99' FL 3 40+05.46 40+08.05 2.59 7.57' TC 7.01' FL BC 4 40+08.05 40+12.10 4.05 7.60' TC 7.05' FL ∆=46d24'12", R=5.00, L=4.05, T=2.14, C=3.94 5 40+12.10 40+12.80 0.70 7.65' TC 7.12' FL 6 40+12.80 40+16.31 3.51 7.13' FS 0" CB FLARE / HP 7 40+16.31 40+17.80 1.49 7.19' FS 0" CB ∆=3d24'23", R=25.00, L=1.49, T=0.74, C=1.49 CURB 8 40+17.80 40+23.81 6.01 7.71' TC 7.21' FL ∆=13d46'14", R=25.00, L=6.01, T=3.02, C=5.99 EC / FLARE 9 40+23.81 40+38.25 14.44 7.89' TC 7.39' FL ∆=33d5'46", R=25.00, L=14.44, T=7.43, C=14.24 CURB SIDEWALK -HP 10 40+38.25 40+44.33 6.08 7.30' FS 0" CB ∆=13d56'20", R=25.00, L=6.08, T=3.06, C=6.07 BC / FLARE 11 40+44.33 40+49.34 5.01 7.26' FS 0" CB ∆=11d28'42", R=25.00, L=5.01, T=2.51, C=5.00 CURB 12 40+49.34 40+55.42 6.08 7.80' TC 7.22' FL ∆=13d56'20", R=25.00, L=6.08, T=3.06, C=6.07 EC / FLARE 13 40+55.42 40+55.74 0.32 7.78' TC 7.18' FL ∆=0d43'49", R=25.00, L=0.32, T=0.16, C=0.32 TC 14 40+55.74 40+57.57 1.83 7.78' TC 7.18' FL TC 15 40+57.57 40+64.52 6.95 7.77' TC 7.17' FL START OF PLANTER 16 40+64.52 40+68.71 4.19 7.75' TC 7.13' FL ∆=120d0'35", R=2.00, L=4.19, T=3.46, C=3.46 CURB AT PLANTER 17 40+68.71 40+80.98 12.27 7.73' TC 7.10' FL 40+80.98 7.69' TC 7.02' FL END OF PLANTER/ START OF CB SD SD SD SD SD SD SD 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 8"SS 8"SS 8"SS 8"SS 8"SS 8"SS 8"SS 8"SS SS SS SS SS SS SS CO CO WV SL B SIG N SI G N R-7006-S 15 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BALBOA CROSSING IMPROVEMENT PROJECT PHASE 2 - INTERSECTION IMPROVEMENTS C-7288-2 CIVILTEC Fax: (626) 303-7957 Phone: (626) 357-0588 118 West Lime Avenue Monrovia, Ca. 91016 General Civil, Transportation, Municipal, Water and Wastewater Engineering, Planning, Construction Management, and Surveying Monrovia ● Prescott ● Phoenix E E I R D R F S N E G I R GST E P O ES IONAL EN ER AINROFILACFOETAT S LIVIC C 69578 H A WES SHE MOPHER RIST C H (100% DESIGN) 4 SCALE 1" = 10' 10'0 10'20' GRAPHIC SCALE R5' R5' R2' 28TH ST AND BALBOA IMPROVEMENTS 22 22 22 22 39 22 19 23 23 23 7 7 20 19 39 13 13 1 5 5 4 2 2 2 12 1213 2 5 5 11 11 11 4 27 11 11 5 30 39 27 4 27 1 37 BAL B O A B L V D BAL B O A B L V D 2 8 T H S T R E E T 2 8 T H S T R E E T EAST CURB IMPROVEMENT ALONG BALBOA BLVD: LINE AND CURVE DATA 3 2 16 39 22 15 14 R25' 13 23 29' 5 2 ' 51' 5 18' 11' 3 10 LEGEND ADDITIONAL CONSTRUCllON NOTES 1. SEE STRIPING PLANS FOR STRIPING AND SIGNAGE NOTES. 2 STREET IMPROVEMENT CENTERLINE IS PER STREET CENTERLINE STATION. 3. FOR CONSTRUCllON NOTE 14, USE THE FOLLOl'f1NG VALUES FOR JUNCTION STRUCTURE: A=45" 8=12" C= 48" D= 15" E = 28.28" F = 5" G = 4.5' L = 34.28' ELEV R = 4. 90' ELEV S = 4.85' rm FULL RECONSTRUCTION [~ NEW PAVEMENT GRIND AND OVERLAY. I • ~ . :· • ·1 NEW PCC ~--~I NEW SLURRY SEAL ~~');-NEW PLANTER . <3 • fk STORM DRAIN NTS DETAlffi \ ' RECORD DRAWINGS ThitH Reo;,,i:I Clraw1'151S ha,1 been prtpa,,.d bas.d on inl0rm,uion submill<ad, .i put, t,i., <7tt,lllfl, VWlill 1h15 nformalionl!5 bl!!il8>'Mi b>bCl r!!lii!bl!I, City of Newport Bed i& nut r,rt,J>O'll'iblot lo~ a«u•~. nor IQr .,,Ql'f QI o_, IM'lw;h m;,y h,i,.,, ~ il'ICQrpo,'111«1 into lhc:.e plan:.il~ a re:;ul. ' \ \ !o \ ;\,~~ Li 14 1, ~"' ~ ~ ~ ~~ ~~ ~\ ~\ =~, ,_.,, _;,. .;-\'? Li 'I., ~<,-IA 4 " ~ ~~ i::,c,~ <3 c,'\ >r-:_s,r;:,~1r-f:,~ ·;.." . ~~o< • TC FL BASIS OF BEARINGS: \ \ \ \ \ CALL TOLL FREE Dial 811 BEFORE YOU DIG THE ELEVATIONS SHOWN HEREON ARE BASED ON THE RECORD OF SURVEY NO. B6-3B. N 19"42'30" W, MEASURED DISTANCE 410.B65 FEET, BETWEEN 28TH STREET AND 26TH STREET. BENCHMARK: THE BEARINGS SHOWN HEREON ARE BASED UPON J-7B2 O.C.S. 2015, ELEVATION = 6.978 FEET \ \ \ \ ' \ \ \ \ \ \ \ \ ' PLANS PREPARED BY: ,~<.;-",, !:) ~-..v / 2'1.-" / / / . / I ,, ,,, \ \ \ en1gineering inc. ' \ \ ' \ \ \ APPROVAL RECOMMENDED: REVIEWED: MICHAEL J. SINACORI, RCE 4621 PA TRICK ARCINIEGA, RCE 70740 ASSISTANT CITY ENGINEER SENIOR ENGINEER REMOVAL NOTES ~ REMOVE PORTION OF EXISTING PCC SIDEWALK AS SHOWN. 0 REMOVE PORllON OF EXISllNG PCC CURB AND GUTTER. 0 REMOVE EXISllNG CURB RAMP. 0 REMOVE EXISllNG A.C. PAVING AS NECESSARY. 0 LIMITS OF SAWCUT AND REMOVAL. 0 REMOVE EXISllNG LANDSCAPE/ PLANTER AREA AND RELOCATE EXISllNG MATURE PLAN TREE. SEE LANDSCAPE ARCHITECT DRAl'f1NGS. STREET CONSTRUCllON NOTES @ INSTALL NEW VALVE CAN TO GRADE PER CITY OF NEWPORT BEACH STD. 511-L ® CONSTRUCT PCC CURB AND GUTTER TYPE A, PER CITY OF NEWPORT BEACH STD. 182-L @ CONSTRUCT PCC CURB ACCESS RAMP, PER CITY OF NEWPORT BEACH STD-181-L-A. @ CONSTRUCT PCC SIDEWALK PER CITY OF NEWPORT BEACH STD-180-L @ INSTALL JUNCTION STRUCTURE N0.2 PER CITY OF NEW PORT BEACH STD-311-L (SEE ADDITIONAL CONSTRUCllON NOTES FOR DIMENSIONS} AND CONNECT STORM DRAIN PIPE PER CITY OF NEWPORT BEACH STD-305-L @ INSTALL 12" RCP STORM DRAIN PIPE. @ CONSTRUCT NEW CURB INLET, PER CITY OF NEWPORT BEACH STD. 305-L, H=2'-6", L=4'-10'. @ PROTECT IN PLACE. @ PROTECT IN PLACE EXISTING MANHOLE/ CATCH BASIN. @ INSTALL CLEAN OUT TO FINAL GRADE PER CITY OF NEWPORT BEACH STD. 406-L @ INSTALL TREE WELL CASE II, TYPE II PER SWPWC 519-3. SEE LANDSCAPE ARCHITECT DRAl'f1NGS FOR TREE RELOCA llON REQUIREMENTS. @ REMOVE AND RECONSTRUCT STREET SECllON PER DETAIL 1 ON SHEET 3. @ SLURRY SEAL l'f1TH TYPE 1 SLURRY l'f1THIN LIMITS. ® GRIND 2" OF EXISllNG ASPHALT AND CAP TO FINISH SURFACE 1'11TH AHRt.4 PAVEMENT. @ INSTALL NEW PULL BOX PER CITY OF NEWPORT BEACH STD. 204-L AND ADJUST TO GRADE. 1-D""E""S-IG-NE .. D-: -"'T'"D,_R-AWN--:--+-----------------------------1 GON GON JM DATE: ______ _ CHECKED: DA TE: CSH SEPT 2020 SHEET OF C 0 .c 0 0 C> E a. r-N st' I 0 ~ IX) ~ '-0, 0 C> 3: 'O '<I' 0 ~ I l/l I 0 0 ci r-~ IX) ~ 0 ,. "' C: C a.. .... C: " E " > 0 L a. E / "' .... " " .c l/l / ~ Cl / C: 0 :;, 0 ::, L .... "' C: 0 0 " a:: .... " " L .... l/l I .c 0 C " ID .... L 0 a. 3: " z I 0 0 ci r-~ IX) ~ 0 N / IX) ~ 0 ,. X 8"S S 8"S S 6' 7' 2 4 " S D 2 4 " S D SD SD SD SD SD SD SD SD SD SD SD SD 2 4 " S D 2 4 " S D 2 4 " S D 2 4 " S D 2 4 " S D 2 4 " S D 2 4 " S D 2 4 " S D 2 4 " S D 2 4 " S D 2 4 " S D 2 4 " S D 2 4 " S D 2 4 " S D 2 4 " S D 2 4 " S D 2 4 " S D 2 4 " S D 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 8 " W 8 " W 8 " W 8 " W 8 " W W 8"SS 8"SS 8"SS 12"W 12"W 12"W 12"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 6"W 6"W S S S S 1 4 + 0 0 1 5 + 0 0 12+00 12+85.94 12+85.94 13+00 PM 4" POST CO COCO 7. 7 3 8 T C 7. 2 4 7 F L 7. 7 6 4 F S 8.2 9 5 F S 8.0 9 2 F S 7.9 3 3 F S 8.1 0 1 T C 7.5 6 0 F L 8.1 2 2 T C 7.5 7 6 F L 7. 8 0 0 B W 8.3 6 4 7. 9 1 4 BW 7.6 5 6 E G 7. 4 0 6 E G S L B S I G N SIGN S I G N S I G N S I G N S I G N S I G N S I G N SDMH SIGN WV P M P M P M P M P M P M P M PM S T L T WV WV 4 " P O S T 4 " P O S T 4 " P O S T 4 " P O S T WV FH TSB 7.5 5 9 F S 7. 0 7 3 F L 7.6 4 5 F S 7.8 4 7 F S 8.0 4 8 F S WV EXIST. DRIVEWAY E X I S T . D R I V E W A Y 7.9 1 9 F S 7.9 3 5 F S (2.31% ) (7 . 6 3 4 F S ) 7.9 3 6 B W 7. 7 5 0 F S 8.0 2 9 F S 8.1 6 2 F S 8.1 5 4 F S 8.1 6 1 F S 8. 1 1 1 F S 7.7 7 9 F S 7. 7 4 0 F S 7.8 6 8 F S 7.8 6 0 F S 7.7 6 6 F S 7. 9 1 9 F S 7.9 9 1 F S 7.9 4 7 F S 7.5 4 2 F S 7. 4 7 5 E G 7.3 8 0 F S CO N C 7.4 1 3 F S CO N C 7. 7 7 0 T C 7.3 4 1 F L 7. 8 1 8 T C 7.3 1 1 F L 8.0 7 2 F S 8.1 7 8 F S 7.8 2 3 F S 7. 8 7 8 F S 7.8 6 1 F S 7.8 7 3 F S 7. 9 7 4 F S 7. 6 0 6 E G 7. 6 3 6 E G 7.6 3 0 F S 7.6 4 3 F S 8.1 9 4 F S 7.8 0 8 F S 7. 9 0 9 F S 7.7 5 1 F S 8.0 2 6 F S 7.9 8 5 F S 7. 8 5 6 F S 7. 8 6 9 F S 7. 9 5 4 F S 8.0 3 F S 7.8 3 0 F S 7.8 6 1 F S 7.6 8 8 F S 7. 7 0 1 F S 8. 0 1 3 F S 7.7 2 6 T C 7.1 9 0 F L 7. 2 9 7 E G 8.153 E P 8.483 T C 7.7 8 7 E P 8.2 6 3 T C 7.7 2 3 E P 8.1 9 7 T C 7.7 6 6 E P 8.1 7 3 T C 8.0 7 5 E P 8.5 0 6 T C 7.7 2 5 0 C 7.9 9 4 B C R 7.4 8 5 E P 7.4 5 7 0 C 7.6 4 4 F S 7.6 6 1 F S 7. 5 1 7 F S 7.4 2 2 F S 6. 9 5 8 0 C 6. 8 6 9 F L 7. 0 0 8 E G 7. 4 4 2 F S 7.2 6 7 F S 7. 2 3 7 F S 6.7 8 6 E G 7. 3 9 9 B W 7.2 0 5 T C 6. 6 9 6 F L 7.3 2 0 T C 6.8 3 1 F L 6.9 2 4 E G 7.4 4 4 B W 7. 4 3 4 B W 7.3 4 8 F S 7. 4 9 9 F S 7.6 2 5 F S 7. 4 4 5 F S 7.5 9 8 B W 7. 6 3 4 B W 7.1 5 7 E G 7.6 6 0 F S 7.8 1 0 B W 7.8 4 4 B W 7.8 8 0 B W 7. 0 5 7 E G 7.4 4 7 T C 6. 9 5 4 F L 8. 0 0 9 B W 7.8 9 7 F S 7. 7 4 4 F S 8.1 0 3 F S 7.9 3 0 F S 8. 0 3 3 T C 7. 5 7 4 F L 8.0 0 2 T C 7. 5 2 6 F L 7.6 1 4 E G 8. 0 5 6 T C 7.5 8 4 F L 7.6 1 5 F S 7.5 6 2 E G 7.9 7 8 T C 7.4 5 4 F L 7.5 9 7 F S 7.5 1 0 0 C 7.5 2 8 E G 7.5 0 5 0 C 7. 5 3 4 E G 7. 9 3 9 B W 7. 9 1 4 B W 7. 9 1 1 B W 7.9 1 6 0 C 7. 9 5 0 T C 7. 4 7 6 G B 7.3 2 6 E G 7. 7 3 7 E C R 7.2 4 1 F L 7. 3 2 6 E G 7. 7 6 4 T C 7.2 8 0 F L 7.3 5 6 E G 7.3 2 5 0 C 7. 4 0 9 F S 7.2 8 8 0 C 7.3 3 2 E G 8 . 0 0 0 8.0 0 0 SEGMENT START STATION END STATION LENGTH (FT)ELEV.CURVE DATA DESCRIPTION 1 50+00.00 50+18.34 18.25 7.64' TC 7.13' FL START OF IMPROVEMENTS 2 50+18.34 50+20.40 15.37 7.71' TC 7.20' FL EC 3 50+20.40 50+20.94 0.75 7.77' TC 7.26' FL ∆=35d13'0", R=25.00, L=15.37, T=7.93, C=15.13 4 50+20.94 50+22.59 6.08 7.77' TC 7.26' FL ∆=1d42'31", R=25.00, L=0.75, T=0.37, C=0.75 FLARE 5 50+22.59 50+57.11 5.01 7.79' TC 7.28' FL ∆=13d55'41", R=25.00, L=6.08, T=3.05, C=6.06 FLARE 6 50+57.11 50+63.44 6.33 7.30' FS 0" CF ∆=11d28'42", R=25.00, L=5.01, T=2.51, C=5.00 RAMP 7 50+63.44 50+68.45 34.52 7.83' TC 7.33' FL ∆=14d30'40", R=25.00, L=6.33, T=3.18, C=6.31 BC 8 50+68.45 50+74.53 1.65 7.96' TC 7.46' FL DWY 9 50+74.53 50+75.28 0.54 7.97' TC 7.47' FL ∆=23d35'11", R=4.00, L=1.65, T=0.84, C=1.64 COMPOUNND CURVE 10 50+75.28 50+90.65 2.06 7.97' TC 7.47' FL COMPOUNND CURVE 11 50+90.65 51+08.90 18.34 7.98' TC 7.48' FL ∆=59d6'25", R=2.00, L=2.06, T=1.13, C=1.97 COMPOUNND CURVE 51+08.90 8.05' TC 7.55' FL PLANTER AREA/END OF IMPROVEMENTS SEGMENT START STATION END STATION LENGTH (FT)ELEV.CURVE DATA DESCRIPTION 1 60+00.00 60+05.94 5.94 7.35' TC 6.92' FL ∆=34d2'26", R=10.00, L=5.94, T=3.06, C=5.85 START OF CURB IMPROVEMENT/ REVERSE CURVE 2 60+05.94 60+10.32 4.38 7.39' TC 6.96' FL 3 60+10.32 60+16.48 6.16 7.42' TC 6.99' FL ∆=35d16'37", R=10.00, L=6.16, T=3.18, C=6.06 REVERSE CURVE 4 60+16.48 60+32.89 16.41 7.52' TC 7.02' FL 5 60+32.89 60+35.89 3.00 7.63' TC 7.13' FL START OF DWY FLARE 6 60+35.89 60+55.89 20.00 7.19' TC 7.15' FL DWY 7 60+55.89 60+58.89 3.00 7.32' TC 7.28' FL END OF DWY FLARE 8 60+58.89 60+93.10 34.21 7.80' TC 7.30' FL 9 60+93.10 61+00.10 7.00 8.01' TC 7.53' FL CURB FLARE 10 61+00.10 61+05.10 5.00 7.58' FS 0" CF CURB RAMP 11 61+05.10 61+12.10 7.00 7.61'FS 0" CF CURB FLARE 12 61+12.10 61+24.67 12.57 8.16' TC 7.66' FL 13 61+24.67 61+39.45 14.78 8.24' TC 7.74' FL ∆=33d51'39", R=25.00, L=14.78, T=7.61, C=14.56 BC 14 61+39.45 61+44.69 5.24 8.34' TC 7.84' FL ∆=12d0'47", R=25.00, L=5.24, T=2.63, C=5.23 CURB FLARE /HP 15 61+44.69 61+48.69 4.00 7.78' FS 0" CF ∆=9d10'38", R=25.00, L=4.00, T=2.01, C=4.00 CURB RAMP 16 61+48.69 61+53.93 5.24 7.74' FS 0" CF ∆=12d0'47", R=25.00, L=5.24, T=2.63, C=5.23 CURB FLARE 17 61+53.93 61+55.96 2.03 8.15' TC 7.68' FL ∆=4d39'47", R=25.00, L=2.03, T=1.02, C=2.03 EC 18 61+55.96 61+84.67 28.71 8.12' TC 7.66' FL 61+84.67 7.77' TC 7.34' FL END OF IMPROVEMENT R-7006-S 15 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BALBOA CROSSING IMPROVEMENT PROJECT PHASE 2 - INTERSECTION IMPROVEMENTSBENCHMARK: BASIS OF BEARINGS: C-7288-2 engineering inc. CIVILTEC Fax: (626) 303-7957 Phone: (626) 357-0588 118 West Lime Avenue Monrovia, Ca. 91016 General Civil, Transportation, Municipal, Water and Wastewater Engineering, Planning, Construction Management, and Surveying Monrovia ● Prescott ● Phoenix E E I R D R F S N E G I R GST E P O ES IONAL E N ER AINROFILACFOETAT S LIVIC C 69578 H A WES SHE MOPHER RIST C H (100% DESIGN) 28TH ST AND NEWPORT BLVD (SB) 5 R5 ' R16'R10' R10' R4' R2 ' 8' S I D E W A L K 19 39 22 13 19 19 19 19 246 13 23 23 12 12 31 13 12 6 5 5 5 24 5 11 11 11 11 13 11 4 2 4 21 25 7 6 #CP6 N 9991.99' E 5002.89' #CP5 N 10000.00' E 5000.00' 32 9 6' 22' 16' 37 30 7' 5' 5 5' 27 27 31 37 WEST CURB IMPROVEMENT ALONG NEWPORT BLVD (NB): LINE AND CURVE DATA EAST CURB IMPROVEMENT ALONG NEWPORT BLVD (NB): LINE AND CURVE DATA 6' 13 ' SCALE 1" = 10' 10'0 10'20' GRAPHIC SCALE 13 23 11 28 10 10 39 R25' ~ w w 0::: ~ rn :::c ~ 00 N STOP WHITE 60 I BALBOA BLVD 10 0 I TYP 52 I I I • I - ~~ 60 _feTYP -~ L --- // = I"/ ...:::.+--- - R3-7 @ TOP J J~ 1 28' 0 RED 59 EXISTING POST ~ I ~F 56 TYP ~ F 7 11'1-00 I I I 10 t 11 TYP -._ 57 15 PARKING SPACES 55 + -200 LF ----------:✓-::::-' --"'--~ ~---,--. •D ( f- - - 12 I _L_ 56 TYP f-. "' I _L 56' RED REMOVE ELECTRICAL -1------1 SIGN ASSEMBLY. REFER TO ELECTRICAL PLANS R6-1 LT & R9-36P (TO SIGNAL POLE) 61 R5-1 (TO SIGNAL POLE) 51 I --J 59 /. ~ I f;Jti , ,I 52 TYP TYP 1 I 59 18' RED SCALE 1' = 20' 0 2~ GRAPHIC SCALE STRIPING CONSTRUCTION NOlES @ PROTECT IN PLACE. @ REMOVE ALL CONFUCTING STRIPING AND PAVEMENT MARKINGS BY SANDBLASTING OR GRINDING AS SHOWN ON THE PLAN OR AS DIRECTED BY THE CITY ENGINEER. @ REMOVE AND RELOCATE SIGN PER THIS SHEET. PLACE AS DIREC!ED BY THE CITY ENGINEER. FINAL SIGN LOCATION TO BE APPROVED BY CITY ENGINEER. @ PAINT STREET PAVING CROSSWALK STRIPING PER SPPWC SID PLAN 174-0. @ PROTECT IN PLACE EXISTING STRIPING. @ PAINT 4" DASHED LANE WHITE PER CALTRANS SID PLAN A20A, DETAIL 8. @ PAINT 4" DOUBLE YELLOW PER CAL TRANS SID PLAN A20A, DETAIL 28. @ REMOVE EXISTING PARKING STRIPING AND REPLACE AS SHOWN ON PLANS. ® PAINT PARKING STRIPING FOR 60' PARKING PER CITY OF NEWPORT BEACH SID-805-L -A, @ PAINT 12" WIOE SOLD WHITE LIMIT/CROSSWALK PER CALTRANS SID PLAN NO. A20B, DETAIL 32. @ PAINT CURB, COLOR, AND LENGTH PER PLAN. @ PAINT ELONGATED LEffiR MARKINGS PER CALTRANS SID PLANS. @ INSTALL SIGN PER PLANS. @ REMOVE AND RELOCATE LED CROSSING SIGN ASSEMBLY TO NEW STREET UGHT POLE PER ELECTRICAL PLAN. @ PAINT 4" SOLID WHITE LINE. @ PAINT 8" SOLID l'IHl!E LINE PER CALTRANS SID PLAN A20D, DETAIL JBA. 40' I I t -b, R5-1 51 R6-1 LT 61 -- ---_ __,_ CALL TOLL FREE Dial 811 BEFORE YOU DIG . ' BALBOA BLVD 28TH STREET -~ ~ \ \ NEWPORT BEACH BLVD (NB) I ft \ -7P(R ) i • \ r I BASIS OF BEARINGS: . t ~ 11-2 I 50 16-7P ~T) ~ i TYP 52 I 1s:f3-01 ~ .- \ 19 W11-2 W16- 20' GRAPHIC SCALE THE ELEVATIONS SHOWN HEREON ARE BASED ON THE RECORD OF SURVEY NO. 86-38. N 19'42'30" W, MEASURED DISTANCE 410.865 FEET, BETWEEN 28TH STREET AND 26TH STREET. BENCHMARK: THE BEARINGS SHOWN HEREON ARE BASED UPON J-782 0.C.S. 2015, ELEVATION = 6.978 FEET 0 SCALE 1" = 20' 20' 40' ' BACK R1- R3- I I ~ 7 TYP s ,~~--~ \/t:ou; UJ-1/-r,;'): TYP ." ' I .J UJ ~ ~!JU 7::, ,,,, -1 I I I r-,/ 'i/ // R,8 EAc,_, 8 , Lvo (saJ RECORD DRAWINGS These Record Dra\1\/ings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions vvhich may have been incorporated into these plans as a result 18" NO PARKING ;:?; 8:30 AM to 12:30PM WEDNESDAY STREET SWEEPING ENTIRE BLOCK NPEB/SS SIGNING AND STRIPING GENERAL NOlES 0 ALL WORK SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIAL PROVISIONS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK), 2018 EDITION AND ALL SUPPLEMENTS, THE CALTRANS STANDARD PLANS, DATED 2010, THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD, REV. 5), DA TED JANUARY 2014, THESE PLANS, AND THE CITY OF NEWPORT BEACH STANDARDS AND POLICIES. 0 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. 0 THE EXACT LOCATION OF All PERMANENT PAVEMENT MARKINGS, TRAfflC STRIPING, AND/OR SIGNAGE SHALL BE ACCEPTED BY THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO APPUCA TION. 0 MATERIALS SHALL COMPLY WITH SECTION 214 -"TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS AND PAVEMENT MARKERS" OR THE SPECIAL PROVISIONS. 0 UNLESS OTHERWISE NOTED, FINAL STRIPING SHALL BE SPRAYABLE REFLECTORIZED THERMOPLASTIC AND APPLIED PER THE SPECIAL PROVISIONS. © INSTALLATION OF TRAFFIC SIGNS SHALL BE PER THE SPECIAL PROVISIONS AND INSTALLED ON NEW POSTS, EXISTING POSTS, OR EXISTING STREET LIGHTS WITH NEW BRACKETS ANO STAINLESS STEEL HARDWARE. ALL SIGNS INSTALL.ED ON BICYCLE SIDEWALKS SHALL PROVIDE BFT MIN. CLEARANCE TO BOTTOM OF SIGN (EXCEPT R26 OR R28 SIGNS). SEE CITY STANDARD DRAWING NO. 924-L * NPEB/SS = NO PARKING STREET SIGN= NO PARKING FROM 8:30 AM TO 12:30 PM WEDNESDAY FOR STREET SWEEPING ON THE ENTIRE BLOCK. C-7288-2 0 0 .c " 0 "' E a. 0, "' N "' ;o -0 c,; z a.. ~ (/) I <D 0 I >-I (/) I 0 0 0 " -'° -0 N / (/) C 0 a:: -C " E ~ 0 ,._ a. E ? (/) -" " .c ~ ~ 0 / C .2 -u :, ~ -(I) C 0 u ., fr'. -" " ~ -(/) I .c u 0 ., (D -~ 0 a. PLANS PREPARED BY: APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: REVIEWED : ~ Genera/Civil, Transportation, •.• .. • .. •.• SIGNING AND STRIPING T :;~:::~:::::n:7!,w;;::~i;on ,<f J}i ,<J , ~ MICHAEL J. SINACORI, RC£ 4621 PATillCK ARCINIEGA, RCE 70740 BALBOA CROSSING IMPROVEMENT PROJECT ~ ~a;a::::~:d::~::ng <11~11.:~;;f *IC C ~~~~;i~2~~ ~ ASSISTANT CITY EN~NEER ~=~SE_N_1o_R..,E~N~Gl~N~EE~R--+------P-H_A_s_E_2_-_,N_T_E_R_s_E_c_r_,_o_N_1M_P_R_o_v_E_M"IE_N_r_s _____ --l ! ~~::v/~2~a:3~i~l56 88 efl1ifl~ering !f nC. DATE: '3-22. -:!D DATE: ______ .. :-: .. :;-:E--E:-i-GO_N+:-: ... :YM-: ... 'G_ON....._..JM C~~L~:W~~::D~::R~!~~H I-SH-~-E;-7 6-0-0-~-F_-1s_5___. 3 ._ _____________________ ._ __________________________________ __..._ __ F_a_x_:(.;.6_26..;)_3_0_3-_7_9_57 _____ ...;,M;;.;o;;;nr;.;;o .. vi;;.a .. •.;..;Pre;;;s .. co;;.;tt;.;•..;P.;;h.;;.;oe;n;;i;;.;x ____ ._ ________ ...., ________ __..._ ________ ._ __ ...;;C;;;SH~--SE;;.P.;.T.;;2,;;;02:;;;0.&... ____________________ .&... ______ _, x LANDSCAPE CONSULTANTS: SURVEY RESPONSIBILITY NOTES: UTILITY LOCATOR NOTE: C-7288-2 15 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BALBOA CROSSING IMPROVEMENT PROJECT PHASE 2 - LANDSCAPE IMPROVEMENTSBENCHMARK: BASIS OF BEARINGS: C-7288-2(100% DESIGN) 31591 Camino Capistrano San Juan Capistrano, CA 92675 www.RJMdesigngroup.com [949] 493-2690 fax [949] 493-2600 phone Signature Renewal Date Date L A RRY P.R Y A N LICEN S E N O . 2 5 0 2 L ICENS E D L A NDSCAPE A R C H I T E CT S T A T E OF CA L I F O R N IA R-7006-S CITY GENERAL NOTES GENERAL NOTESSHEET INDEX GENERAL LANDSCAPE NOTES EMERGENCY TELEPHONE NUMBERS DAY NIGHT 7 T-0.00 CALL TOLL FREE Dial 811 BEFORE YOU DIG RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Nev.port Beach is not responsible to its accuracy, nor for errors or omissions \h/hich may have been incorporated into these plans as a result THE ELEVATIONS SHOWN HEREON ARE BASED ON THE RECORD OF SURVEY NO. 86-38. N 19"42'30" W, MEASURED DISTANCE 410.865 FEET, BETWEEN 28TH STREET AND 26TIH STREET. THE BEARINGS SHOWN HEREON ARE BASED UPON J-782 O.C.S. 2015, ELEVATION = 6.978 FEET R GROUP MDESIGN W1°~~ Mw,.=~«c. 31591 CAMINO CAPISTRANO SAN JUAN CAPISTRANO, CA 92675 PHONE: (949) 493-2600 CONTACT: ANDY STEEN IRRIGAJJON· GLASIR DESIGN 424 NEW JERSEY LANE PLACENTIA, CA 92870 PHONE: (714) 514-9930 CONTACT: CHRIS CURRY 1. T-0.00 2. L-1.01 3. L-2.01 4. L-3.01 5. L-4.01 6. L-4.02 COVER SHEET PLANTING PLAN PLANTING DETAILS IRRIGATION PLAN IRRIGATION DETAILS IRRIGATION DETAILS CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING COMPLETE, TIMELY AND ACCURATE FIELD LAYOUT OF THE PROPOSED SITE IMPROVEMENTS INCLUDING, BUT NOT NECESSARILY LIMITED TO, HORIZONTAL AND VERTICAL CONTROL AND DIMENSIONAL COORDINATION AS NECESSARY TO CONSTRUCT THE WORK IN ACCORDANCE WITH TIHE CONTRACT DOCUMENTS. THIS SURVEY WORK SHALL BE PERFORMED BY A LICENSED LAND SURVEYOR AND SHALL PROVIDE FOR TIHE SURVEY AND STAGING OF ALL CONSTRUCTION ELEMENTS INCLUDING BUT NOT LIMITED TO PAVING EDGES/ALIGNMENT FENCING, WALLS, LIGHT FIXTURES, SIGNS, MOW CURBS, BUILDINGS, CURB AND GUTTER ALIGNMENTS, CATCH BASINS, DRAINS, ETC. AN AUTOCAD-COMPATIBLE .DWG FILE OF THE PROPOSED IMPROVEMENTS SHALL BE PROVIDED TO THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION FOR HIS USE IN PREPARING THE NECESSARY FIELD SURVEYING / LAYOUT OF PROPOSED IMPROVEMENTS. THE USE OF THIS DIGITAL FILE SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND IS INTENDED TO ASSIST THE SURVEYOR IN THE LAYOUT OF THE PROPOSED IMPROVEMENTS. THE CONTRACTOR SHALL BRING ANY DISCREPANCIES TO THE OWNER'S REPRESENTATIVE ATTIENTION PRIOR TO ANY FIELD LAYOUT. THE DIGITAL INFORMATION PROVIDED BY RJM DESIGN GROUP, INC. SHALL NOT BE USED FOR ANY PURPOSE OTHER THAN FOR THE PROJECT DESCRIBED ABOVE AND SHALL NOT BE RELEASED TO ANY OTIHER PARTY WITIHOUT THE WRITTIEN CONSENT OF RJM DESIGN GROUP, INC. TIHE INFORMATION CONTAINED ON TIHE ELECTRONIC MEDIA IS AN INSTRUMENT OF PROFESSIONAL SERVICES AND SHALL REMAIN THE PROPERTY OF RJM DESIGN GROUP, INC. FOR CONSTRUCTION WORK LOCATIED ON, AND ADJACENT TO THE PROJECT SITE, CONTRACTOR TO CONDUCT THE FOLLOWING: PRIOR TO COMMENCEMENT OF WORK, THE CONTRACTOR SHALL RETAIN AN INDEPENDENT UTILITY LOCATOR COMPANY, AT HIS OR HER OWN EXPENSE, TO VERIFY ALL EXISTING UTILITY LOCATIONS, HEIGHTS, AND DEPTHS THROUGHOUT THE ENTIRE WORK AREA. TIHE UTILITY LOCATOR SHALL DETERMINE THE SIZE, AND TYPE OF ALL UTILITIES, AND IF DIRECT BURIED, OR IN CONDUIT. THE CONTRACTOR SHALL REPORT ALL UTILITY LOCATIONS, HEIGHTS, DEPTHS, AND CONDITIONS TO TIHE OWNER'S AUTHORIZED REPRESENTATIVE AND/OR LANDSCAPE ARCHITIECT PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY FIELD CORRECTIONS DUE TO FAILURE TO RETAIN AN INDEPENDENT UTILITY LOCATOR COMPANY AND/OR REPORT FINDINGS TO THE OWNER'S AUTHORIZED REPRESENTATIVE AND/OR LANDSCAPE ARCHITECT. FOR CONSTRUCTION WORK WITIHIN THE PUBLIC RIGHT OF WAY, CbNTACT DIGALERT AT 811, TO VERIFY ALL EXISTING UTILITY LOCATIONS, HEIGHTS, DEPTHS, SIZES, AND TYPE, AND IF DIRECT BURIED, OR IN CONDUIT. SOUTI,ERN CALIFORNIA GAS COMPANY SOUTI,ERN CALIFORNIA EDISON COMPANY AT&T TELEPHONE COMPANY CITY OF NEWPORT BEACH UTILITIES DIVISION ORANGE COUNTY SANITATION DISTRICT TIME WARNER CABLE COX COMMUNICATIONS APPROVAL RECOMMENDED: (800) 624-8153 (800) 611-1911 (800) 332-1321 (949) 644-3011 (949) 644-3717 {714) 962-2411 {714) 542-6222 {877) 269-2778 REVIEWED: 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", 2015 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 RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS, UNLESS NOTED OTHERWISE. 4. P.C.C. SHALL BE CLASS 560-C-3250 5. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WA TIER VAULTS, WATER VALVES, sea. 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 OTIHERS. 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. A. ALL WORK SHALL BE DONE IN ACCORDANCE WITH TIHE APPLICABLE SECTIONS OF THE CURRENT EDITION OF APWA STANDARD PLANS AND SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND STATE STANDARD SPECIFICATIONS, CALIFORNIA BUILDING CODE, UNIFORM PLUMBING CODE, NATIONAL ELECTRICAL CODE, ALL SAFETY ORDERS OF THE STATE INDUSTRIAL COMMISSION, TITLE 3, RULES AND REGULATIONS OF THE NATIONAL BOARD OF FIRE UNDERWRITING, STATE OF CALIFORNIA TITLE 24, SECTION T-20-1401 THROUGH T-20-1406, AND TITLE 20, SECTION 1401-1406 ENERGY REGULATIONS, AND CALGREEN. B. THE DESIGN ADEQUACY AND SAFETY OF EXCAVATION, ERECTION, BRACING, SHORING, TEMPORARY SUPPORTS, ETC., IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDERED BY THE LANDSCAPE ARCHITECT OR CONSULTANTS. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE NECESSARY SAFETY PRECAUTIONS AND MEASURES NECESSARY TO EXECUTIE THE WORK. OBSERVATION VISITS TO THE SITE BY THE LANDSCAPE ARCHITECT OR ANY OF HIS CONSULTANTS SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. C. DO NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN AND / OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGlil. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CITY'S REPRESENTATIVE. D. THE CONTRACTOR SHALL NOTIFY TIHE CITY'S ENGINEER TWO (2) WORKING DAYS PRIOR TO START OF CONSTRUCTION. E. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONDUCT HIS OPERATIONS IN SUCH A MANNER SO AS TO PREVENT DAMAGE TO EXISTING SUBSTRUCTURES. IN THE EVENT OF SUBSTRUCTURE DAMAGE, THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY AND TOTAL EXPENSE FOR REPAIR AND / OR REPLACEMENT OF SAID SUBSTRUCTURE. F. THE CONTRACTOR SHALL PROVIDE 72-HOUR NOTICE TO AFFECTED UTILITIES WHEN RELOCATION IS REQUIRED. G. THE CONTRACTOR SHALL NOT CONDUCT ANY OPERATIONS OR PERFORM ANY WORK PERTAINING TO THE PROJECT BETWEEN THE HOURS OF 5: 00 P.M. AND 7: 00 A.M. ON ANY DAY NOR SATURDAY, SUNDAY, OR HOLIDAYS AT ANY TIME EXCEPT AS APPROVED BY THE CITY. H. THE CONTRACTOR SHALL NOT BLOCK DRIVEWAYS OR VEHICULAR TRAFFIC DURING THE PROCESS OF CONSTRUCTION. I. THE CONTRACTOR WILL COMPLY TO APWA WATCH MANUAL DURING CONSTRUCTION. J. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT BEFORE START OF CONSTRUCTION (811). K. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EROSION CONTROL DURING CONSTRUCTION AND MAINTENANCE PERIOD. L. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING A 6' HIGH TEMPORARY CHAINLINK CONSTRUCTION FENCE WITH LOCKABLE GATES AROUND ALL CONSTRUCTION AREAS. FENCING SHALL BE PROVIDED WITH CONTINUOUS GREEN MESH WINDSCREEN. CONTRACTOR SHALL REVIEW ALIGNMENT / LOCATION OF CONSTRUCTION FENCING WITIH CITY'S REPRESENTATIVE FOR APPROVAL PRIOR TO CONSTRUCTION. CONTRACTOR SHALL MAINTAIN FENCING UNTIL CITY'S ACCEPTANCE OF THE WORK. M. CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS. N. MAINTAIN SANITARY TOILET FACILITIES DURING CONSTRUCTION AS REQUIRED BY APPLICABLE REGULATIONS. 0. THE GENERAL CONTRACTOR WARRANTS TO TIHE CITY AND THE LANDSCAPE ARCHITIECT TIHAT ALL MATERIALS AND EQUIPMENT FURNISHED WILL BE NEW UNLESS OTHERWISE SPECIFIED, AND THAT ALL WORK WILL BE OF GOOD QUALITY, FREE FROM FAULTS AND DEFECTS. P. PAVING, MASONRY AND CONCRETE SUBCONTRACTORS ARE TO COORDINATE WITH THE LANDSCAPE ARCHITECT FOR SLEEVING, PIPING AND/OR CONDUIT INSTALLATION UNDER OR THROUGH HARDSCAPE ELEMENTS. Q. VERIFY ALL PROPERTY LINES OR LIMIT OF WORK LINES PRIOR TO COMMENCING WORK. R. IN THE CASE OF DISCREPANCIES IN THE DRAWINGS, SPECIFICATIONS SHALL TAKE PRECEDENCE OVER DETAILS, AND DETAILS SHALL TAKE PRECEDENCE OVER PLANS. S. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED PROJECT UNLESS OTHERWISE SHOWN; THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE GENERAL CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TIECHNIQUES, SEQUENCES AND PROCEDURES. OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE LANDSCAPE ARCHITECT AND THEIR CONSULTANTS SHALL NOT INCLUDE INSPECTIONS OF THE PROTIECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES REQUIRED FOR SAME, WHICH ARE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. ANY SUPPORT SERVICES PERFORMED BY TIHE LANDSCAPE ARCHITIECT AND HIS CONSULTANTS DURING CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION SERVICES, WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICES PERFORMED BY THE LANDSCAPE ARCHITIECT AND HIS CONSUL TAN TS, WHETHER OF MA TIERIALS OR WORK, AND WHETHER PERFORMED PRIOR TO, DURING OR AFTIER COMPLETION OF CONSTRUCTION, ARE PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT DRAWINGS AND SPECIFICATIONS BUT THEY DO NOT GUARANTIEE GENERAL CONTRACTOR'S PERFORMANCE, AND SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION. I 1, MICHAEL SINACORI PATRICK ARCINIEGA, RCE 70740 oc:fl$Q/2Q21 1'.)· ASSISTANT CITY ENGINEER SENIOR ENGINEER '11/1$/2020 DESIGNED: DRAWN: AS PB PLOT DATE: CHECKED: DATE: LR AUG 2020 SHEET OF • • SL B PM PM SIG N SIGN SLB SL B SIG N SI G N SIG N SIG N SIG N SIG N PM PM PM PM PM PM ST L T BL D G CB 4" P O S T 4" P O S T SL B SI G N SI G N SL B STLT PM PM PM 15 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BALBOA CROSSING IMPROVEMENT PROJECT PHASE 2 - LANDSCAPE IMPROVEMENTSBENCHMARK: BASIS OF BEARINGS: C-7288-2(100% DESIGN) 31591 Camino Capistrano San Juan Capistrano, CA 92675 www.RJMdesigngroup.com [949] 493-2690 fax [949] 493-2600 phone Signature Renewal Date Date L A RRY P .R Y A N L ICEN S E N O . 2 5 0 2 L ICENS E D L A N DSCAPE A R C H I T ECT S T A T E OF CA L I F O R N IA R-7006-S PLANTING PLAN L-1.01 8 EX. PALM TO REMAIN PROTECT IN PLACE 28th STREET W. B A L B O A B L V D . NE W P O R T B L V D . EXISTING TREE NOT A PART OF PROJECT I 7 ,-I I 7 I I I I I I I I I I I I I I I I I I I I I I I I I I O' 5' I I I I 11 • 11 II 11 11 I I I I r r- I I I I I UL_ 1 , ) .0. . I ___ , I --- ----_/ I ------_ _J r------ L I -----J I I , __________ / I I L _________ / 10' 20' CALL TOLL FREE Dial 811 BEFORE YOU DIG ,/i' ·.,\ i I " / 1%) RECORD DRAWINGS These Record Dra\Mngs have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions \flA1ich may have been incorporated into these plans as a result THE ELEVATIONS SHOWN HEREON ARE BASED ON THE RECORD OF SURVEY NO. 86-38. N 19"42'30" W, MEASURED DISTANCE 410.865 FEET, BETWEEN 28TH STREET AND 26TH STREET. THE BEARINGS SHOWN HEREON ARE BASED UPON J-782 O.C.S. 2D15, ELEVATION = 6.978 FEET R -('>,, ii''\ • -,~ ' ~ 0 5-1 It~~~ <SC-I TR.EE LE0END BOTANICAL NAME SIZE REMARKS COMMON NAME ARBUT1J5 'MARINA' 56 11 BOX DETAIL I, T-1 5TRAV'<BERRY TREE 5TD. SHEET L-2.0I 1-lASHIN<STONIA ROBU5TA EXl5TIN5 DETAIL 4, T-2 TO BE MEXICAN FAN PALM TRAN5FLANTEc; SHEET L-2.0I SHRUB LE0END BOTANICAL NAME SIZE REMARKS COMMON NAME RHAPHIOLEPl5 I. 'DANCER' 5 <SAL. dt DETAIL 2, INDIAN HA>"ITHORN 'DANCER' 5 1-0 11 O.C. SHEET L-2.01 0ROUNDC.OVER LE0END BOTANICAL NAME SIZE/ REMARKS COMMON NAME 5PACIN5 FE5T1JCA MAIREI I <SAL dt DETAIL 5, MAIRE'S FE5CUE :31-0 11 O.G. SHEET L-2.01 NOTES, I. FOR <SENERAL PLANTIN<S NOTES AND PLANTIN<S DETAILS 5EE SHEET L-2.01. 2. CONTRACTOR TO INCORPORATE COMPOST AT A RATE OF AT LEAST FOUR CUBIC YARDS PER 1,000 5CilUARE FEET TO A DEPTH OF 51X INCHES INTO LANDSCAPE AREA, UNLE55 A<SRONOMIC 501L5 TEST RECOMMENDATION EXCEEDS THAT AMOUNT. 5. CONTRACTOR TO PROVIDE 5" (MINJ LAYER OF BARK MULCH IN ALL PLANTIN<S AREAS. SUBMIT SAMPLE FOR APPROVAL. 4. CONTRACTOR TO PROVIDE HORTICUL TlJRAL SOIL SAMPLE LOCATIONS, PER 5PECIFICATION5, FOR APPROVAL PRIOR TO TE5TIN5. APPROVAL RECOMMENDED: MDESIGN 11 MICHAEL SINACORI GROUP O'I.P.50/:2021 ' ASSISTANT CITY ENGINEER ,.,, '1/14,:,0:,0 PLOT DATE: Ciln'. 2 5 Ciln'. 40 Ciln'. 51 (400 5F) * REVIEWED: * * * PA TRICK ARCINIEGA, RCE 70740 SENIOR ENGINEER DESIGNED: DRAWN: AS PB CHECKED: DATE: LR AUG 2020 * * * I * / * SHEET OF 15 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BALBOA CROSSING IMPROVEMENT PROJECT PHASE 2 - LANDSCAPE IMPROVEMENTSBENCHMARK: BASIS OF BEARINGS: C-7288-2(100% DESIGN) 31591 Camino Capistrano San Juan Capistrano, CA 92675 www.RJMdesigngroup.com [949] 493-2690 fax [949] 493-2600 phone Signature Renewal Date Date L A RRY P.R Y A N LICEN S E N O . 2 5 0 2 L ICENS E D L A NDSCAPE A R C H I T E CT S T A T E OF CA L I F O R N IA R-7006-S PLANTING DETAILS L-2.01 9 LEGEND: TREE -GENTER IN PIT. i' x ~~ ; ' ,cit---..t~-lk ' ,, ~~ TY'41C.E Nl: ROOTBALL DIAMETER SEGTION N.T.S. LODGE POLE TREE STAKES PER SPECIFICATIONS (2 PER TREE). USE (10 FT LENGTH) STAKES AT ALL 15 GAL. AND 24" BOX TREES, TYP. KEEP C,LEAR OF ROOTBALL. REMOVE TOP OF STAKE TO 4" BELOW LOWEST BRANCH. SET STAKES PARALLEL TO PREVAILING WINDS. 2" V'IATER BASIN. FINISH GRADE. AMENDED BAGKFILL -REFER TO SPEGIFIGATIONS. PLANT TABLET -REFER TO SPECIFICATIONS FOR QUANTITY AND PLAGEMENT. TREE TIES - 2 V.I.T. TWIST BRAGE (TB24/TBB6) BY 5~Ne60X, (800) 12<::f-1314. INSTALL USING 2-1/2" GALV. SCREWS. @ SET TOP OF ROOTBALL 2" ABOVE SURROUNDING GRADE AND SLOPE FOR DRAINAGE. SCARIFY SIDES AND BOTTOM OF PLANTING PIT. NATIVE UNDISTURBED SOIL. NOTES, @ LODGE POLE TREE STAKES SHALL BE PLUMB OR ANGLED SLIGHTLY OUTWARD AFTER TREE TIES ARE IN PLACE, AS SHOWN. I TREE PLANTING BOTTOM OF FROND PETIOLES 11-011 1· f SECTION N.T.S. m _j ~ ~:r Qli:: ~w WCI \) ~ 4 PALM TREE PLANTING CD @ ® @ ® @ G) @ @) @ ® LEGEND: TRUNK -SIZE PER PLANT LEGEND. AMENDED SAND BAGKFILL PER SPEGIFIGATIONS. PVC GAP -BLAGK, REMOVABLE FOR OBSERVATION. FINISH GRADE. 4" DIA. PVC PIPE. NATIVE SOIL. FILTER FABRIC,, CONTINUOUS AT BOTTOM OF PLANT PIT WITH A MIN. 6" WRAP-UP SIDES. 4" DIA. PVC PERFORATED PIPE. GRADE AND SLOPE FOR DRAINAGE. GRAVEL SUMP BACKFILL, B/4" GRUSHED AGGREGATE. PALM ROOTBALL, MIN. SIZE PER 'PALM TREE EXPERT' -REFER TO SPEGIFIGATIONS. PVC END GAP. SLOPE TO DRAIN, MIN. 2% . 2 CD Tl'!IC.E ROOTBALL DIAMETER SECTION VIEJ.'11 (N.T.5) LE5END, 5HRUB -CENTER IN PIT. NATIVE UNDISTURBED 5OIL. FINl5H 5RADE AMMENDED BAC.KFIJ..J.. -REFER TO 5PEC.IFIC.ATION5 MULC.H PER 5PEC.IFIC.ATION5 5C.ARIFY 5IDE5 AND BOTTOM OF PLANTIN5 PIT. SHRUB PLANTING TREE PROTECTION NOTES: PER PL.AN 1· Sl;C.IIQN (N_T.S) ED5E OF PLANTIN5 AREA ! RU SPAC ><e 0 0 0 0 LE5END, 0 0 0 0 0 PL.AN VIEJ.'11 (N.T.5J 0 0 0 0 0, 0 5PAc.lN5 5ROUNDC.OVER FROM FLAT, C.UTTIN5, LINER, OR ONE SAL.LON C.ONTAINER LAYER OF MUJ..C.H, IN5TAJ..LED AFTER PJ..ANTIN5 (DEPTH PER 5PEC.IFIC.ATION5) PLANTIN5 BED PER 5PEC.IFIC.ATION5. S GROUNDCOVER SPACING THE WORK DONE HEREUNDER CONSISTS OF THE PREPARATION OF MOVIN6, Dl66IN6, TRANSPORTIN6, STORA6E, TRANSPLANTIN6 AND MAINTENANCE OF EXISTIN6 PALMS TO BE TRANSPLANTED, AS INDICATED ON THE PLANS. ALL WORK V'IILL BE PERFORMED IN ACCORDANCE V'IITH THE AMERICAN NATIONAL STANDARD INSTITUTE (ANSI) ABOO (PART b) -2012 FOR TREE GARE OPERATIONS -TREE, SHRUB, AND OTHER V'IOODY PLANT MANA6EMENT STANDARD PRACTICES (PLANTIN6 II TRANSPLANTIN6) AND BEST MANA6EMENT PRACTICES (TREE PLANTING) BY THE INTERNATIONAL SOCIETY OF ARBOR.IC-UL TURE (2005). PROTECT THE PALMS IN PLACE PRIOR THE TRANSPLANTING OF THE PALMS TO THE REPLANTING AREA. ERECT BARRICADES OR SIGNS AS NECESSARY TO PROHIBIT WORK, HEAVY VEHICLES, STORAGE OF MATERIALS, TRENCHING, OR ANY OTHER ACTIVITY DETRIMENTAL TO PALMS FROM OCCURRING IN PROXIMITY TO THE PALMS. NOTIFY THE ENcSINEER OF ANY INTENTION TO WORK V'IITHIN 2' PROXIMITY TO PALM TRUNK 4 <SAIN APPROVAL PRIOR TO V'IORK. @ OBTAIN THE SERVICES OF A CERTIFIED ARBORIST (CERTIFIED BY THE INTERNATIONAL SOCIETY OF ARBORIGULTURE) FOR THE DURATION OF THE PREPARATION OF TRANSPLANTINcS, DIGcSINcS, TRANSPORTINcS, PLANTINcS, AND MAINTENANCE. PRIOR TO TRANSPLANTINcS, ALL PALMS ARE TO BE INSPECTED BY THE CERTIFIED ARBORIST TO EVALUATE THE PALMS HEAL TH 4 VlcSOR, 4 SHALL PROVIDE WRITTEN CERTIFICATION OF FINDINcSS 4 RECOMMENDATIONS. @ CONTRACTOR SHALL HAVE OR SHALL HIRE A SUBCONTRACTOR WHO HAS A CALIFORNIA STATE CONTRACTOR'S C,-21 LICENSE II A MINIMUM OF THREE YEARS PRIOR EXPERIENCE IN PREPARATION, TRANSPORTING II TRANSPLANTING SIMILAR SIZES ¢ TYPES OF PALMS. A CERTIFIED ARBORIST PROVIDED BY THE CONTRACTOR SHALL BE PRESENT ON THE SITE TO SUPERVISE ALL PALM TRANSPLANTING OPERATIONS. @ NOTIFY THE ENGINEER A MINIMUM OF SEVEN (1) DAYS IN ADVANCE OF PREPARATION FOR TRANSPLANTINcS 4 DIGGING. SCHEDULE WORK TO AVOID TRAFFIC 4 PARKING DISRUPTION TO THE EXTENT POSSIBLE. SCHEDULE II CONDUCT ALL V'IORK WHICH V'IILL INTERFERE V'IITH FLOW OF VEHICULAR TRAFFIC AS REQUIRED BY THE CITY II AS APPROVED BY THE ENGINEER. @ ALL TRANSPLANTED PALM TREES SHALL BE GUARANTEED FOR A PERIOD OF TV'IO (2) YEARS FROM THE TIME TREES V'IERE TRANSPLANTED TO THEIR FINAL LOCATIONS. THE CONTRACTOR SHALL REPLACE IN AGGORDANGE WITH THE CONTRACT PLANS 4 SPECIFICATIONS ANY TRANSPLANTED PALMS THAT ARE DEAD OR, IN THE OPINION OF THE PROJECT MANAGER, ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION DUE TO INADEQUATE OR IMPROPER MAINTENANCE, OR OTHER CAUSES. REPLACEMENT V'IILL BE AT NO COST TO THE CITY. G) REFER TO SPECIFICATIONS FOR COMPLETE LIST OF STIPULATIONS 4 REQUIREMENTS. @ PLEASE CONTACT JOHN NELSON, CITY ARBORIST, (Gf4Gf)644-Bl'11, FOR ANY CITY TREE RELATED ISSUES. 5 PALM TREE RELOCATION NOTES CALL TOLL FREE Dial 811 BEFORE YOU DIG THE ELEVATIONS SHOWN HEREON ARE BASED ON THE RECORD OF SURVE-y@. 86-38. N 19"42'30" W, MEASURED DISTANCE 410.865 FEET, BETWEEN 28TH STREET AND 26TH STREET. THE BEARINGS SHOWN HEREON ARE BASED UPON J-782 O.C.S. 2015, ELEVATION = 6.978 FEET R GROUP MDESIGN 1, <i 11 I oct~/:ZQ21 r} 1111/14/2020 CD @ ® @ ® @ G) @ PLANTING NOTES: ALL LANDSCAPED AREAS TO RECEIVE AUTOMATED IRRIGATION. REFER TO PLANTING SPECIFICATIONS FOR SOIL PREPARATION, FERTILIZATION, MULCHING, AND OTHER ADDITIONAL PLANTING INFORMATION. ALL PLANT MATERIAL SHALL BE APPROVED BY THE CITY'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIALS SHALL BE SUBJECT TO THE APPROVAL OF THE CITY'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL NOTIFY CITY'S REPRESENTATIVE 48 HOURS PRIOR TO COMMENCEMENT OF WORK TO COORDINATE PROJECT INSPECTION SCHEDULES. SEE DETAILS AND SPECIFICATIONS FOR PLANT PIT DIMENSIONS AND BACKFILL REQUIREMENTS. IF CONFLICTS ARISE BETWEEN SIZE OF AREAS AND PLANS, CONTRACTOR TO CONTACT CITY'S REPRESENTATIVE FOR RESOLUTION. FAILURE TO MAKE SUCH CONFLICTS KNOWN TO THE CITY'S REPRESENTATIVE WILL RESULT IN CONTRACTOR'S LIABILITY TO RELOCATE THE MATERIALS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FURNISH PLANT MATERIALS FREE OF PESTS OR PLANT DISEASES. PRE-SELECTED OR 'TAcSGED' MATERIAL MUST BE INSPECTED BY THE CONTRACTOR AND CERTIFIED PEST AND DISEASE FREE. IT IS THE C,ONTRAGTOR'S OBLIGATION TO WARRANTY ALL PLANT MATERIALS PER THE SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIM/HERSELF FAMILIAR V'IITH ALL UNDERGROUND UTILITIES, PIPELINES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR ANY COST INCURRED DUE TO DAMAGE OF SAID UTILITIES. CONTRACTOR SHOULD GALL UNDERGROUND SERVICE ALERT (2) FULL V'IORKING DAYS BEFORE COMMENCING ANY DIGGING. PHONE 811 FOR U.S.A CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED V'IHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CITY'S AUTHORIZED REPRESENTATIVE. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO cSIVE SUCH NOTIFICATION. @ CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION V'IITH SUBCONTRACTORS AND CONSTRUCTION MANAGER AS REQUIRED TO ACCOMPLISH PLANTING OPERATIONS. @ PLANT MATERIAL QUANTITIES ARE GIVEN FOR CONVENIENCE ONLY. PLANT SYMBOLS AND SPECIFIED SPACING SHALL TAKE PRECEDENCE. CONTRACTOR SHALL VERIFY PLANT MATERIAL QUANTITIES PER PLAN. CONTRACTOR TO ASSURE POSITIVE DRAINAcSE IN ALL PLANTING AREAS -2% MINIMUM ALLOWED. AFTER ROUGH GRADES HAVE BEEN ESTABLISHED IN PLANTING AREAS, CONTRACTOR SHALL HAVE SOIL SAMPLE TAKEN AT THE LOCATIONS INDICATED BY DESIGNATION~ (2 TOTAL). CONTRACTOR SHALL INFORM SOIL TESTING LAB OF THE PLANT MATERIAL SPECIFIED IN SOIL TESTING LOCATIONS (NATIVE TREES 4 SHRUBS, ORNAMENTAL TREES II SHRUBS, PALM TREES, BERMUDA SOD, ETGJ SO THAT APPROPRIATE PLANTING RECOMMENDATIONS GAN BE cSIVEN. THESE SAMPLES SHALL BE TESTED BY il'IA"'l"POINT ANALYTIC.AL, OR APPROVED EQUAL (114) 282-8111 FOR SOIL FERTILITY, AGRICULTURAL SUITABILITY TEST AND SOIL PREPARATION RECOMMENDATIONS .. TWO SAMPLES SHALL BE TAKEN AT EACH LOCATION: (I) GROUND LEVEL TO 10" DEEP, (2) 24" TO 56" DEEP. EACH SAMPLE SHALL CONTAIN APPROXIMATELY I QUART OF SOIL AND BE LABELED PER LOCATION AND DEPTH. CONTRACTOR SHALL INSTALL SOIL PREPARATION AND BACKFILL MIX TO CONFORM TO THESE RECOMMENDATIONS ONLY UPON RECEIPT OF V'IRITTEN CHANGE ORDER FROM CITY. SUBMIT SOIL REPORT TO CITY'S AUTHORIZED REPRESENTATIVE PRIOR TO PLANTING. GROUND COVERS AND SHRUBS SHALL BE TRIANGULARLY SPACED, UNLESS OTHERV'IISE INDICATED. ALL SOIL FOR LANDSCAPE PLANTING AREAS OR BERMS SHALL BE OBTAINED FROM ON-SITE EXCAVATIONS. SHOULD IMPORT SOIL BE NECESSARY, INDICATE SOURCE LOCATION. SOIL SHALL BE SANDY LOAM CONTAINING NO TOXIC CHEMICALS OR ELEMENTS WHICH MAY INHIBIT OR RETARD NORMAL PLANT GROV'ITH. SOIL TESTING RESULTS SHALL BE SUBMITTED AND APPROVED PRIOR TO SOIL IMPLEMENTATION. @ ALL LANDSCAPED AREAS (EXCLUDING TURF) SHALL BE MULCHED WITH AB" DEEP LAYER OF MULCH, PER SPECIFICATIONS, AT THE CONCLUSION OF PLANTING OPERATIONS. @ AT EDGES OF PLANTING AREAS, THE GENTER LINE OF THE LAST ROW OF SHRUBS AND/OR GROUND GOVER SHALL BE LOCATED NO FARTHER FROM OR GLOSER TO THE EDGE THAN ONE-HALF THE SPECIFIED ON-GENTER SPAGING. (® REMOVE ALL NURSERY STAKES AND ESPALIER RACKS IMMEDIATELY AFTER INSTALLATION. RECORD DRAWINGS These Reoord Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Nev.1port Beach is not responsible to its accuracy, nor for errors or omissions 'Mlich may have been incorporated into these plans as a result PLANTING NOTES APPROVAL RECOMMENDED: RE~EWED: MICHAEL SINACORI PATRICK ARCINIEGA, RCE 70740 ASSISTANT CITY ENGINEER SENIOR ENGINEER DESIGNED: DRAWN: AS PB PLOT DATE: CHECKED: DATE: LR AUG 2020 SHEET OF I ·----- ■ 0 > .....I cc <( 0 co _J <( co ■ -7 ,--·7 I i I -----·• c_J ,----' I LJ O' S' ~ ------· .. -8 -·-·-·-·--· ·-·-·-·-·-· -·-·-·-•-·-· --------·---·----. --- ~ ~ B @ • ~ @ [Ij ----- NO SYMBOL NO 5Yi"IOOL NO S'fMElOL IRRlcSATION EQUIPMENT LEGEND MANIJF AC. TlJRER. MODEL NO . I DESC.RIPTI Ol'j GF'M PSI PREC.IP. RAIN 6IRD RAIN SIRD RAIN SIRD P.O.C.. FESvO GR15t,-IOLD RAIN MASTER MATC.O RAIN 6IRD GRISWOLD RAIN EllRv RAIN i"IASTER SITE ONE N/A AS APPROVED AS APPROVED A5 APPROVED AS APPROVED AS APPROVED SPEARS NOS RD-06-5-P30-F/5G-6/FC.~:;/5 6" POP-UP 6U66L.ER HEAD l,-,IITH 5Q-S 5TREA"'1 NOZZLE 1,-,!ITH A PC.5-040 SC.REEN E;l,c;+I SYMOOL REPRESENTS MULTIPLE HEADS ON OPPOSITE SIDES OF THE TREE TYPl<;if\Lc. JJSE Tl,-,IO (2) HEADS ON Bb" eox TREES AND SMALLER. USE F~R (4) HEADS ON 4p'ri,ox TREES AND LARGER. .4 (o_e, OR 1.6) BO NIA 3.0 IN./HR. XF5-'H:2 LANDSCAPE DRIP 'f\/1:)ING W ·" GPH EMITTERS 12" ON GENTER, INSTALL TU6ING ROHS A MAXIMUM OF 16" APART. I ALL TlJSING SHALL SE INSfAl-+,.l=D 5" SEL.01,-,1 FINISHED SOIL GRADE W "I" PVC. C.OATED WIRE STAKES FIVE (5) FEET ON GENTER; VERIFY THE LAYOUT AND 5PAC.ING IN Tttl;: flELD PRIOR TO STARTING WORK. THIS DRIP TUSING 15 FOR U5E IN SHRIJ6 AREAS ONLY. DRIP LINE TO ElE INSITAL.U:D OUTSIDE OF OF TREE TRIJNI!( f1LARE. PVC, HEADER/FOOTER, SIZE TG> MATC,H LATERAL (5/4" MINJ, W/XF DRIPLINE FITTINGS AND APPROPRIATE PVC, FITTING FOR CONNEC,1"ION SE"TWI EEN PVC LATERAL LINES AND DRlf 11.JSING. ALL CONNECTIONS ElETWEEN DRIP ,VEllNG SHALL SE MADE USING RAIN EllRD XF FITTINGS. SVAL50-IS -MANUAL F~ '(AL.VE AT END/Ml=LE OF DRIPLINE 3/4" PCV FLUSH MANIFOLD LINE, tf.isTAL.L. FLUSH VAL.VE INSIDE A SEPERATE VALV!= ~X, ONE AT THE END OF TUelNG FWNS IN EAC,H DIREC,TION . INSTALL MIN. ONE FLUSH VAL.VE PER 1000' OF 11.JSING IN EAe,H DIREC,TIOI-I ON DRIPLINE FLUSH MANIFOLD. INSTALL I/;" FROM PAVING. INSTALL ALL FLUSH EGUIPMENT PER DETAILS. I" DOMESTIC WATER IRRIGATli?N METER 1,-,!ITH I'' SERVICE LINE, VERIFY SIZE, LOCATION AND STATIC WATER PRESSURE IN FIELD LFl?,:25YA I" 1'1/P SACK FLOW f'REVENTION DEVICE i'llTH WYE STRAINER, INSTALL WITH BRASS NIPPLES, UNIONS AND FITTINGS, SIZED :."ER D , ICE 500XL-HLR 2 " 6RONZE, HIGH LOW RANSE (10-1:25 PSI) PRESSJRE: REGULATOR, WITH SINGLE UNION FIPT X FIPT CONNECTIONS, INSTALL PRESSURE REGULATOR ON THE DOl',NSTREAM SIDE OF THE SACK FL.OH DEVICE. SET WATER PRESSURE TO 10 PSI ASOVE DESI.SN PRE:5SURE i;HOY'lN ON POC NOTES. STRONG SOX SSBC-45SS "SMOOTH TOUC,H" STAINLESS STEEL LOCKING SACK FLOY'l DEVIC.E ENCLOSURE II BACKFLOH SHALL BE INSTALLED ON LEVEL GRADE, 4' FROM ANY PAVING, AND PAINTED GREEN. MODEL 2000K I" NORMALLY C.LOSED i"IASTER C.ONTROL VALVE, HIRE TO CONTROLLER USING 14 GAUGE 1,-,iiRE HITHIN A I" CONDUIT, INSTALL PER i"IANIJFACTURER'S RE'C,OMME'NDATIONS. FS-Sl50 I" FLOH SENSOR, HIRE TO CONTROLLER USING 14 GAUGE HIRE WITHIN A I" PVC, CONDUIT, INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 15:2 SE!'<.IES FULL PORT SR.ASS SALL VALVE, LINE SIZE, INSTALLED IN A RECTANGULAR eox 44LRC, I" GUIC.K C~PLER VALVE HITH LOCKING COVER, INSTALL. HITHIN 10" ROUND VALVE SOX IXX-DHS-F'RV (I", I 1/2") Sr:RIES SR.ASS REMOTE CONTROL VALVE HI PRESSURE REGULATOI'< VALVE, SIZE AS SHOWN XCZ-I00-PRF (I") DRIP ZONE KIT. INSTALL WITHIN Rf:CTANGULAI'< VALVE BOX 1 DXS CONTROLLEI'<, WEATHER SASED VIA CITY CENTRAL CONTROL SYSMEM, AND ONSITE RAIN SENSOR. CONTROLLEl't IS INSTALLEC> IN 14 GASE STAINLESS STEEL (S.S.), TOP ENTRY ENCLOSURE. INSTALL CONTROLLER ENCLOSURE ONTO A V.I.T. GP-lb "QVICK PAD" E'NC,L MOUNTING PAD. i'llRED RAIN SENSOR SHALL ElE MOUNTED IN A S.S. ENCLOSURE ON THE SIDE OF THE CONTROLLER ENC,L0$URE, HIRE TO THE CONTROLLER. CONTACT JOHN ROSS SITE ONE eREENTECH AT 114-51?,5-"1352 FOR ORDERING AND C,ERTIFICATION. CONT!'cOLLER SHAl.L 6E PURCHASED HITH (IO) YEARS, OF Cljl-L SERVICE 120 VOLT ELECTRIC,AL POHE::!11., PROVIDED SY ELECTRIC.IAN, VERIFY AC.WAL LOC,ATION IN FIELD PVC f'IPE 5/4" -1.:25" SC.H. 40, AS LATERAL. LINES 12" ElELOH <SRADE PVC, PIPE 1.25" SCH.80 SOLVENT WELD l,-,IITH SCH.W FITTINGS AS MAINLINES 24" ElELOH GRADE, REFER TO PLAN FOR SIZES PIPE SCH. 40 AS SLEEVING, 2 TIMES THE DIAMETER OF PIPE OR HIRE ElUNDLE CARRIED f'LACE ElELOH ALL PAVIN<S, HARDSCAPE ETC. AND AS Dlf<f:CTED SY OHNER'S AUTHORIZED REPRESENTATIVE. IRRIGATION CONTROL HIRE #I4UF AHG DIRECT ElURIAL. (U.L. APPROVED) IRRIGATION C,QNTROL HIRE 10" ROUND PULL ElOX HITH i'liRE SPLICES AND CONNECTORS DS-I00 ORI-SPLICE WITH CRli"IP SLEEVES i'llRE C,QNNECTORS AND DS-300 ORI-SPLICE SEALANT FOR USE ON ALL "4IRE CONNECTIONS PRO SERIES/PRO SERIES FLUS VALVE SOXES, SIZE PER EQUIPMENT DETAILS, LEGEND, AND SPEC.IFICATIONS. FOR FLUSH VALVES AND AIR Rl=LIEF VALVES USE i"IODEL 208BC, 10 " ROUND SHALL SE MODEL 3I26vB, 14" X I"!' STANDARD RECT. SHALL BE MODEL 3I46Cl:l. !5 " X 20" JUMSO RECT. SHALL SE MODEL 5I1>6CS 15" >< :24" ..IJM60 REC,T. SHALL BE MODEL :2:22BCEl, 11" X 50" JUMSO RECT. SHALL SE MODEL II 2:266C,S. VALVE BOXES SHALL HAVE GREEN 60DIES AND GREEN LIDS. FOR USE IN NON-VEHICULAR TRAFFIC SITUATIONS ONLY. 00 NOT INSTALL IN CONCRETE OR ASPHALT. I CONTROL VALVE SYMBOL HYDROZONE HYDROZONE DESCRI PTION _,,.,---iNDICATES VALVE NO . AREA -INDICATES SQUARE: FOOT AREA PRECIP ~ GPM -INDICATES GPM ""'----iNDICATES VALVE SIZE I LOW V'IATER SHRIJSS HITH DRIP 2 TREES IRRIGATED HITH Bl.lf36LERS ~ o'(_,, ~9 □<'\ ~~-~-. ·Z: ~-• •• ' / I/ I • \ \ 1 ! ....__"""-.: 1~---,'f:./ \ \ ~-======s • '-Cc /, / 1-------, -... _____ ···--····· __ .J [---------- ·--------··•--.] c:=-====~=:J r---------1 ----, --·-·-···-····---""•·------------.. -··--·-! c·---------- --··-····-······ __ 7 [_ __ ~=::_~---=] c==== =--==i [~=-=:=~:] /.~:== -----] 10' 20' CALL TOLL FREE Dial 811 BEFORE YOU DIG Glasir I)esign Irrigation Consulting CID#600'1-glasirdesign.com BASIS OF BEARINGS: 28th STREET THE ELEVATIONS SHOWN HEREON ARE BASED ON THE RECORD OF SURVEY NO. 86-38. N 19'42'30" W, MEASURED DISTANCE 410.865 FEET, BETWEEN 28TH STREET AND 26TH STREET. BENCHMARK: THE BEARINGS SHOWN HEREON ARE BASED UPON J-782 O.C.S. 2015, ELEVATION = 6.978 FEET \ RECORD DRAWINGS These Record DralflAngs have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. 31591 Camino Capistrano R San Juan Capistrano, CA 92675 WVIW.RJMdesigngroup.corn [949) 493-2690 r,.x [949) 493-2600 pl,oue I I DETAIL cp CP E NIA F G,H H J K L M N/A N N 0 NP NIA NIA N/A l~IGATION POINT OF C.ONNEc.TION,-t-tH----.. IRRIGATION NOTES: NOTE A, EXISTING IRRIGATION ONLY I" DOMESTIC WATER METER. 15PSI STATIC, WATER PRESSURE REGUIRED. MAXIMUM FLOVII 5GPM. NEVIi RAIN MASTER. PEDESTAL MOUNT CONTROLLER HIRE ALL REMOTE CONTROL VAL YES, FLOW SENSOR AND MASTER VALVE, TO CONTROLLER. l::20VAC POWER ON A DEDICATED 20AMP CIRC-UIT, IS REGUIRED AT THIS LOCATION. MAINLINE AND RELATED EGUIPMENT SHOWN WITHIN PAVING FOR CLARITY ONLY, AC,TVAL MAINLINE AND RELATED EGUIPMENT LOCATION TO BE WITHIN PLANTERS AND A MINIMUM OF le" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. NOTE 6, 6UOOLER.5 AND LATERAL LINES ARE SHOV'lN WITHIN PAYING FOR CLARITY ONLY, ACTUAL LOCATION TO SE WITHIN PLANTER. 6UBBL.ERS SHALL BE ALIGNED WITH TREES AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT IN FIELD HITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING HORK. NOTE C,, CONTRACTOR SHALL PROVIDE THE CITY ENGINEER WITH THREE (cl) NEATLY DRAWN LAMINATED IRRIGATION CONTROLLER CHART. NOTED, I HAVE COMPLIED VIIITH THE CRITERIA OF THE C.URRf:NT C.ALIFORI-IIA STATE MODEL WATER EFFICIENT LANDSC.APE ORDINANCE (MWELO) AND APPLIED THEM ACCORDIN,S,L Y FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN NOTE E , REFER TO SHEETS 10, AND II FOR l~IGATION DETAILS APPROVAL RECOMMENDED: MICHAEL SINACORI ASSISTANT CITY ENGINEER PLOT DATE: _____ _ 1.1111"/HR HZ-1 REVIEWED: PA TRICK ARCINIEGA, RCE SENIOR ENGINEER DESIGNED: DRAWN: AS CHECKED: DA TE: LR AUG ' I r··· 11/r--7 I I , I . r--...... I I I (100% DESIGN) C-7288-2 • 40 PB . 20 IRRIGATION PLAN BALBOA CROSSING IMPROVEMENT PROJECT PHASE 2 -LANDSCAPE IMPROVEMENTS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-7006-S SHEET 1 Q OF 15 CD POP-UP HEAD CD FINISH GRADE CD MARLEX STREET ELL CD 6" SCH 80 PVC NIPPLE 24" Tl-lREADED BOTl-1 ENDS CD WALK OR CURB CD PVC SCH 40 TEE OR ELL • (D PVC LATERAL LINE • • • CD 90 DEGREE ELL CD 2" SCH 80 PVC NIPPLE Tl-lREADED BOTH ENDS NOTE, ALL 1-40 TURF ROTORS TO BE INSTALLED ~ITl-l RAINBIRD TSJ PRE-ASSEMBLED S~ING JOINT. • • . !r------,,'~(2-4) POP-UP STREAM BUBBLERS, AVOID OVERSPRAY ONTO THE TREE TRUNKS AND ~ALKS INSTALL HEADS 3' FROM TRUNK '---LATERAL LINE PIPE ~---TEE FITTING i-------LATERAL LINE PIPE 0 ..,, ' ~ ' ' ' ~ ' ' ' / " ' I'---' ' ' ' ' ' ., ' F ~ ' ~ ' ' ' ~ --------- / ' ' ..-' ' ' ..... FLUSH VALVE PLUMBED TO PVC, (TYP) PVC, EXHAUST HEADER PERIMETER LATERALS 2" TO 4" FROM EDGE DRIPLINE START C,ONNEGTION SEE DETAIL 'D' REMOTE GONTl'<.OL VAL VE HITH FIL TEI'<. AND PRY PVC, 51.JPPL Y HEADER AREA PERIMETER START C,ONNEC,TION SEE DETAIL 'D' Ie,o-DE<Sl<EE TWO-HAY TEE OR "10-DE<Sl<EE ELL 3" DRIPLINE TUSIN 5/4" 5PH 81'<.AND 12" FLEXIBLE PVC, RISEI'<. PVC, TEE (SxSxT) PVC, PIPING FINISH SAADE --..... LINE FLUSHING --..___ VAL VE #TLSOV VALVE sox:--_ SEE SPEC,S 81'<.IC,K 5UPPOR:rs-~~ (THREE) 5/4" GRAVEL SUMP--~ (I C,USIC, FOOT) OOlli I. HEAT BRAND 'FV' ON LID. LETTERING .SHALL BE 2" TALL.· 5" LT .. c.hlln .. 11mm TUSING POP UP SPRINKLER TREE BUBBLER LAYOUT (:) DRIP TUBING LAYOUT DRIP TUBING START CONNECTION (9 ~~-IP FLUSl-i VALVE N.T.S. To Consumer's Service ' t--- ===□ ., ' ® \_ ¾"" aggec. base 6" t hick View: not to " " " " > •• " " ® " C •• E;c==;cl 12" minimum 18" maximum C □'-- ' I From Water Meter 2 --) -, N.T.S. ~-PLASTIC RECTANGULAR VALVE BOX ~ITH T-COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOC-KIT. INSTALL BOX AT RIGHT ANGLE TO ADJACENT HARD5CAPE EDGE. HEAT BRAND "MCV" ONTO LID. PVC MAINLINE FROM BACKFLOW DEVICE OR BASKET STRAINER_, USE 5Cl-l BO PVC 45 Dt:GREE ELLS TO ACHIEVE MAINLINE DEPTH AS REQUIRED FINISHED GRADE l±J....---24' WIRE LOOPS AND 3M DBY-f> WATERPROOF ~IRE CONNECTORS :111:i---'.__-......__PVC MAINLINE TO FLOW SENSOR._ PIPE PER PLANS AND SPt:CIFICATIONS ~-BRICK SUPPORTS, 4 REQUIRED CONTROL ~IRES TO CONTROLLER IN CONDUIT IF INDICATED IN LEGEND ~-----314" CRUSHED GRAVEL, 4" MINIMUM DEPTH '-----LANDSCAPE FABRIC TO COVER BOTTOM AND ALL SIDES OF VALVE BOX N.T.S. POC WIRING NOTES: All master valve aid floUJ sensor u,ires shall be installed in conduit (sized accordingly). One spcre u,ire shall be included inside of conduit ( different color than Moster Valve ond FIOUJ Sensor Wire). 2 spare u,ires shall be installed along tl-e mainline along UJith I u,ire coiled in each valve box. (Different color thai field u,ires aid common UJire). One spore Common UJire shall be installed along tt-e mainline and coiled up at each valve, (Color to be u,hite) Refer to MV Detail For Installation IRRIGATION CONTROLLER Blue White- Red -Block Rectaigulc:r Valve Box~ Moster Valve ~--~------~--~ N.T.5. Pipe Sizing Chert F.M. Upstrean Downstrean Size Length Length I" 1011 5" 1.25" 12.5" ,.25' 1.5 1511 7.5' 2" 2011 1011 Black Wire 1-iarness 3" 3011 1511 Waterproof Electrical Connectors (do not use pre-filled type ccnnectors) a ao o 00 a ~aoa 0 aoa acpo o ao c:, o c:,oc:,o aoa ag&£~~~~;'6 ~';8J3 ~~~if o '6~~a~!J agga%,~a&&'aoa9::,0 0 c56°~I[ 0 c:P0 .S{:9aa8 o 9::,0 o 0 c56°og 8" Of Pea Grovel Upstrear, Distaice Dou,nstrea11 Distmce " ' ' s " ' C 6 .. I LASCO #B'lf> PVC UNION-~ SLIP X MIPT SIZE PER RCV 2 REQUIRED 'FOR ASSEMBL y' '----ELECTRIC MASTER CONTROL VALVE, SEE LEGEND FOR TYPE \_ ,_ ______ Minimum ______ _, o---Minimum NOTE, In Valve Boxes 10 x FIOUJ Meter Size 5 x FIOUJ Meter Size t, ' " " " Pla n View: not to scale CONSTRUCTION NOTES: CJ) Reduced pressure principle bcckflow prevention assembly. Device shall be approved by the California Deportment of Health Services. Call the City of Newport Beach Cross Connection Specialist for device information at (949)718-3412. ® Concrete pad, where installation is not within a concrete area. GENERAL NOTES: 1. All backflow prevention devices shall be located above ground, and installed as close as practical to the water meter and shall be installed in a location that is readily accessible for testing and maintenance as approved by the Water Division. Backflow devices shall not be install ed on city property, 2. Immediately after installation, relocation or repair, all backflow prevention devices shall be tested by a certified tester approved by the city. No service shall be turned on until the device is tested and certified after installation. 3. Risers and tubing shall be type "K" rigid copper and all fittings shall be solder-joint twe (or threaded brass) per uniform plumbing code. 4. Strainer / hose bib shall be upstream before device. 5. City may require an approved enclosure around bockflow In some Instances. CITY OF NEWPORT BEACH PUBLIC WORKS DEPART!VfENT l" THROUGH 2" REDUCED PRESSURE PRINCIPLE BACKFLOW DEVICE Al-'1-'ROVED: RCE NO. 36106 Drnwn: 1'vf. Elia~ Date: Jan. 2004 DRA \\1NG NO. (9 REDUCED PRESSURE BACKFLON N.T.S . • Glasir Design Irrigation Consulting Cl I)* 6004-glasirdesign. mm l'LIBU C WORKS DUU,LTOR Srnk :N.T.S. F,··.llSEll~J•_[\1/,"',,U,,,c-d'a:An ~1n, ~Tn rM,,;1,,W~l Scl\~Tn Wd,·, STD-520-L-A BASIS OF BEARINGS: MASTER VALVE N.T.S. CALL TOLL FREE Dial 811 BEFORE YOU DIG THE ELEVATIONS SHOWN HEREON ARE BASED ON THE RECORD OF SURVEY NO. 86-38. N 19"42"30" W. MEASURED DISTANCE 410.865 FEET, BETWEEN 28TH STREET AND 26TH STREET. BENCHMARK: THE BEARINGS SHOWN HEREON ARE BASED UPON J-782 O.C.S. 2015, ELEVATION = 6.978 FEET I. I-IEAT BRAND 'FS' ON LID. LETTERING SHALL BE 2" TALL. ® ~;~N SENSOR INSTALLATION 31591 Camino Capis~ano San Juan Capistrano, CA 92675 www.RJMdesigngroup.com [949] 493-2690 fax [949] 493-2600 phone RECORD DRAWINGS These Record Dravvings have been prepared based on information submitted, in part, by others. Wh ile this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions 'Mlich may have been incorporated into these plans as a result R MDESIGN GROUP Signature O'l/!50/2021 Renewal Date APPROVAL RECOMMENDED: MICHAEL SINACORI ASSISTANT CITY ENGINEER PLOT DATE: _____ _ ,,,-----FINISH GRADE ,-----GATE VALVE ,----VALVE BOX -SEE IRRIGATION SPECS. VARIES -SEE IRRIGATION SPECS. FOR BOX TOP I-IEIGHT PEA GRAVEL, 2' DEPTH. LEAVE l"-2' AIR SPACE BETWEEN BOTTOM OF VALVE AND TOP OF PEA GRAVEL. PVC 45 ELL PVC NIPPLE PVC MAINLINE -SEE IRRIGATION SPECS. FOR PIPE DEPTI-I .!-!QTf.s BRICK VALVE BOX I. I-IEAT BRAND 'BV' ON LID. LETTERING SI-IALL BE 2' TALL. SUPPORTS (2 MIN.) (9 ~~TE VALVE REVIEWED: PAlRICK ARCINIEGA, RCE 70740 SENIOR ENGINEER DESIGNED: DRAWN: AS PB CHECKED: DA TE: LR AUG 2020 (100% DESIGN) C-7288-2 IRRIGATION DETAILS BALBOA CROSSING IMPROVEMENT PROJECT PHASE2-LANDSCAPEIMPROVEMENTS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-7006-S SHEET 11 OF 1 5 VALVE BOX (BOX TOP 1-lEIGl-lT ABOVE FINl5!-l GRADE VARIES, SEE IRRIGATION i.======;; INl5!-l GRADE SPECIFICATIONS FOR 1-lEIGl-lT) ~--QUICK COUPLING VALVE W/ LOCKING VINYL COVER NOTES, ~--PEA GRAVEL (2" DEPT!-l) __-r--BRASS NIPPLE (LENGT!-l AS REQUIRED) PVC TO BRASS SCI-I. 40 FEMALE ADAPTER PVC NIPPLE (SCI-I. 40 OR CLASS 315, SEE IRR. SPECS) PVC SCI-I. 40 ELBOW OR TEE I PVC MAINLINE. SEE IRRIGATION f SPECS. FOR PIPE DEPTH. -"11--------U------!J.-lo STAINLESS STEEL CLAMP (2 MIN.) BRICK SUPPORTS (2 MIN.) BRASS ELBOW #4 REBAR X 24' LENGTH 3 r-------< 5 NOTES, I. ALL WIRE TO BE INSTALLED PER LOCAL CODES. 2. PROVIDE EXPANSION COILS AT EACH WIRE CONNECTION IN VALVE BOX. WRAP AROUND 112' PIPE 15 TIMES ---REMOVE PIPE. 3.COMPACT SOIL AROUND VALVE BOX TO SAME DENSITY AS UNDISTURBED ADJACENT 501 L. (D EXPANSION CURLS WIT!-l WATERPROOF WIRE CONNECTORS AT SPLICES (SEE IRRIGATION SPECS) Q) PVC LATERAL TO SPRINKLERS ANGLE TO SPECIFIED DEPTH W 45 ELLS Q) VALVE BOX W/ LOCKING LID BOX HEIGHT ABOVE FINISH GRADE VARIES (SEE IRRIGATION SPECS) (D REMOTE CONTROL VALVE @ FINISf.l GRADE @ PVC ELL C[) PVC NIPPLE, LENGTH AS REQ. @ 2' LAYER OF PEA GRAVEL LEAVE l"---2" AIR SPACE BETWEEN BOTTOM OF VALVE AND TOP OF PEA GRAVEL Cf) BRICK SUPPORT (I) AT EACH CORNER @) PVC MAINLINE FITTINGS QD CONTROLLER WIRES @ PVC SCH 80 UNION @ PVC MALE ADAPTER I. ALL BRASS TO BE RED BRASS 2. TEFLON TAPE ALL THREADS (TYP.) 4.INSTALL ONLY I VALVE PER VALVE BOX. 5. TEFLON TAPE ALL THREADS. @ PVC SCH 80 THREADED NIPPLE 3. HEAT BRAND 'QC' QN LID. LETTERING 51-lALL BE 2' TALL. "· HEAT BRAND VALVE NUMBER ON LID. LETTERING 51-lALL BE 2' TALL. QUICK COUPLER VALVE IN Sl-lRUBS N.T.S. ® ~~~OTE CONTROL VALVE 3 4" PIPE INSTALLATION N.T.S. PIPE INSTALLATION NOTES: 2 SECTION NTS I. TAPE AND BUNDLE 24 V. WIRES @ 10' INTERVALS. PIPE/SLEEVE LEGEND: CD PAVING (p FINl5!-l GRADE @ PVC MAINLINE @ PVC LATERAL LINE ~ CONTROL WIRES OR COM. CABLE IN CONDUIT CONTROL WIRES OR COM. CABLE SLEEVE FOR MAINLINE AND/OR LATERAL LINE @) FINE GRANULAR BACKFILL 112' MAX. @ TOPSOIL @sAND 2. MINIMUM DEPTH OF 24 V. WIRING SHALL BE 24" BELOW GRADE. 3. TRENCH WIDTH ALLOW 41 MIN. CLEARANCE BETWEEN PARALLEL PIPES. 4. SNAKE PIPES FROM SIDE TO SIDE WITHIN TRENCH TO ALLOW FOR MOVEMENT. 5. TIE A 20" LOOP IN ALL WIRING AT CHANGES OF DIRECTION. UNTIE PRIOR TO BACKFILLING TRENCHES. "· PROVIDE THRUST BLOCKS PER APWA STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION DETAILS IRRIGATION PRESSURE CALCULATION ~-HG~EST FLOW AT ~IG~EST ELEV A TION STATION 11,AI ST A TIC PRESSURE• 75 PSI FARTµEST SYSTEM/ µ1GµEST FLOW SYSTEM MAX. GPM DEMAND, 5 GPM L.F, SIZE TYPE DESCRIPTION GPM UNIT PSI LOSS I" EXIST WATER METER 5 I I" BRASS BACKFLOW/STRAINER 5 14.0 I" BRASS MASTER VALVE 5 I I" BRASS FLOW SENSOR 5 I 00(1), V, 'v ~C---'<- ~:111,~, WW cc z z , I ::,::, •--v ~ (0 "' <') 7 4" • 'v ' 10 4" SLEEVE INSTALLATION N.T.S. CYCLES PER WEEK· TURF I" PVC CONTROL VALVE 5 2.9 TURF CROP COEFFICIENT 100' 1.25" scµ,Bo MAIN LINE 5 I VAR. scµ_40 LATERAL LINE 4.0 MISC. FITTINGS ALLOWANCE 2,0 COMPONENT LOSSES, 26.9 PSI MIN. REO'D BY µEAD, 40 PQI ELEVATION LOSS•O"TO O' 0 PSI TOT AL PRESSURE REO'D AT METER 22.9 PQI • Glasir Design Irrigation Consulting Cl I)* 6004-glasirdesign. mm RESIDUAL PRESSURE 8.1 PSI BASIS OF BEARINGS: THE ELEVATIONS SHOWN HEREON ARE BASED ON THE RECORD OF SURVEY NO. 86-38. N 19"42"30" W. MEASURED DISTANCE 410.865 FEET, BETWEEN 28TH STREET AND 26TH STREET. CYCLES PER WEEK-SHRUB/TREE Eto DAILY AVERAGE L PLANT Water Hydrozone TYPE Usage 1 SHRUB LOW 1 lREES MEDIUM JAN 1 .61 1 .07 Kc 0.30 0.50 FEB MAR APR 2 3 4 .64 .75 t .04 1 2 2 .09 .12 .16 T SPRINKLER TYPE EXPOSURE DRIP FULL SUN BUBBLER FULL SUN 13 14 .t:lQTh CD FINl5!-l GRADE/TOP OF MULCH (n VALVE BOX WITH COVER @ 30---INCH LINEAR LENGTH OF WIRE, COILED @ WATERPROOF CONNECTION, @ I-INCH BALL VALVE @ID TAG (!) REMOTE CONTROL VALVE @ PRESSURE REGULATING QUICK CHECK BASKET FILTER @) LASCO PVC UNION @) LATERAL PIPE @ PVC SCH 80 NIPPLE @ PVC SCH 40 ELL @ PVC SCH 80 NIPPLE @ PVC SCH 40 TEE OR ELL @) MAINLINE PIPE @ 3---INCH MINIMUM DEPTH OF 3/4---INCH WASHED GRAVEL WI 2' AIR GAP BETWEEN GRAVEL AND VALVE @ PVC SCf.l 80 NIPPLE, CLOSE I. HEAT BRAND VALVE NUMBER ON LID. LETTERING 51-lALL BE 2" TALL. (9 ~~.IP CONTROL ZONE KIT RECORD DRAWINGS These Record Drawings have been prepared based on info rmation submitted, in part, by others. While this info rmation is believed to be reliable, City of Nevi/port Beach is not responsible to ~s accuracy, nor for errors or omis.sions vvti ich may have been incorporated into these plans as a result. Newport Blvd and 28th Street Irrigation Runtimes MAY JUNE JULY AUG SEP OCT NOV DEC Turf Root Depth 4" 4 5 5 4 3 3 2 1 Shrub Root Depth 6" .95 .88 .94 .86 .74 .75 .69 .60 Depletion Factor (MAD) 40% 2 3 3 3 2 2 1 1 Soil Type (Textural) CLAY LOAM .17 .20 .21 .20 .16 .12 .09 .07 Field Capacity 27% Permanent Wilt Point 13% Apparent Specific Gravity 1.35 L L L IRRIGATION RUN TIMES EXPO PRECIP SPKLR ROOT RUN TIME JAN FEB MAR APR MAY JUN JUL AUG SEP OCT FACTOR (in/hr) EFFIC. DEPTH (inJ MULTIPLIER 100% 1.08 81% 6 1.23 10 13 9 11 11 10 10 10 11 9 100% 300 75% 12 1.33 7 8 6 7 8 6 7 6 7 6 APPROVAL RECOMMENDED: CALL TOLL FREE Dial 811 BEFORE YOU DIG BENCHMARK: THE BEARINGS SHOWN HEREON ARE BASED UPON J-782 O.C.S. 2015, ELEVATION = 6.978 FEET 31591 Camino Capis~ano R San Juan Capistrano, CA 92675 www.RJMdesigngroup.com [949] 493-2690 fax [949] 493-2600 phone MDESIGN Signature MICHAEL SINACORI GROUP O'l/!50/2021 ASSISTANT CITY ENGINEER Renewal Date PLOT DATE: NOV DEC 13 10 8 7 SIDE VIEW LID OPEN 9-1 /2" 8'-12' AWAY 0 FRONT VIEW = D 3 0 STRONGBOX STAINLESS STEEL NEMA 3R 0 I" CONDUIT AND SWEEP ELL WITH FLOW SENSOR RAINPROOF ENCLOSURE (UL LISTED). CABLE. 0 SATELLITE ASSEMBLY. ASSEMBLED IN @ 3" CONDUIT AND SWEEP ELL FOR LEAD ENCLOSURE BY SITEONE GREEN TECH. WIRES. 0 TERMINAL STRIP FOR VALVE WIRES. @ I' CONDUIT AND SWEEP ELL FOR MASTER VALVE WIRES. 0 POWER SWITCH / GFCI RECEPTACLE. @ 11 CONDUIT AND SWEEP ELL FOR 110 VAC POWER LINE. 0 ELECTRICAL FLEX CONDUIT FOR POWER. @ 11 CONDUIT AND SWEEP ELL FOR GROUND WIRE. 0 EMP---I6, STRONGBOX QUICK-PAD. FILL WITH @ 10' ROUND VALVE BOX AROUND GROUND ROD. 3/4" CRUSHED ROCK. FILL WITH 3/4" CRUSHED ROCK. 0 FINl5f-lED GRADE. @ SIB" X B' GROUND ROD WITH #b GROUND WIRE AND CLAMP. LOCATE B'---12' FROM ENCLOSURE. 0 FLOW SENSOR TERMINAL BOARD. @ #6 GROUND WIRE SECURED TO BACKBOARD GROUNDING TERMINAL. NOTE, SEE IRRIGATION LEGEND CALL OUT FOR INCLUDED SATELLITE COMMUNICATION COMPONENTS. SUGGESTED CONDUIT SIZES MAY NEED TO BE LARGER. CONTROLLER ASSEMBLY N.T.S. 2015 MWELO WATER EFFICIENT LANDSCAPE WORKSHEET Newport Blvd. and 28th St., Newport Beach CA. Reference Evapotranspiration (Elo): 43.2 Hydrozone # /Planting Description" Plant Factor (PF) Irrigation Irrigation Methodb Efficiency (IE)c Regular Landscape Areas #1 Med Low 0.3 Drip 0.81 Special Landscape Areas Totals Totals ETAF (PF/IE) 0.37 Landscape Area (sq, ft,) 836 836 0 ETAF x Area 309.63 309.63 0.00 0.00 0.00 ElWUTotal Maximum Allowed Water Allowance (MAW At 11 Refer to legend for Hydrozone description. d ETWU (Annual Gallons Required)= Eto x 0.62 x ETAF x Area where 0.62 is a co nversion factor that converts acre-inches per acre per year to gallons per square foot per year. e MAWA (Annual Gallons Allowed)= ( Eto) ( 0.62) [ (ETAF x LA)+ ((1-ETAF) x SL.A)] where 062 is a co nversion factor that converts acre-inches per acre per year to gallons per square foot per year, LA is the total landscape area in square feet, SL.A is the total special landscape area in square feet, and ETAF is .55 for residential areas/parks and 0.45 for non-residential areas. ETAF Calculations Regular Landscape Areas Total ETA.F x 310 Area Total Area 836 Average 0.37 ETAF All Landscape Areas Including SLA Total ETA.F x Area Total Area Sitewide ETAF 309 63 836 0.37 r t Average ETAF for Regular Landscape Areas must be 0.55 or below for residential areas/parks, and 0.45 or below for non-residential areas. r Estimated Total Water Use (ETWU)' 8,293.12 8,293.12 0.00 0.00 0.00 8,293.12 12,315.28 (100% DESIGN) C-7288---2 REVIEWED: PAlRICK ARCINIEGA, RCE 70740 SENIOR ENGINEER DESIGNED: DRAWN: AS PB CHECKED: DATE: LR AUG 2020 IRRIGATION DETAILS BALBOA CROSSING IMPROVEMENT PROJECT PHASE2-LANDSCAPEIMPROVEMENTS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-7006-S SHEET 12 OF 1 5 g "' G • --(/) <C s(· -' Q '1:, " u ~ '" " -!::. ' (/)' £ "' "' ii <:> " [[l C, ,..., .,., G ' - "' " a -, ~ ..., a -I C, "' ~ (/J I;: ~· ::, -., CONDUCTOR SCHEDULE ' AWG SIZE POLE SIGNAL PPB BPB M M· 1/2 .A /4\ ~ 6,.-/4--/9\ 1A i/4 AAAA A A' No ¢ t •.., . ¢ ¢ ' ,· .~~-/ IA 03,04,0LB,04? 6 -+-/ -/ -/ -,,.,-: 2/1 2/11/11/1 'l-Z 'l--/. Z/ 1 ff 06P 4 --/ --/ 1/. :,/_ 1/1 1/1 1/1 '-/ ~ 1/ -/ 'l /-'l 'l-1 /1 -/ ' -,,.,-: '.... /--,,.,-: / 1 /1 y -/ ·:,,--:: ..._,,.._ -/ '1/".'. -,,.,-: ''1/'.'. 1/ 12CSC C 04P 4 --/_ 1/-. 1 VEH-PED D 04,06P 6 4 ,/ ·/_ 1/-1/-V-'-/..: /-1/2 -/ -/_ :-/. -,,.,-: -....--:. /'( ~.,..-:_ :;.,.-:_ 1 /z E 04,04P 6 --/_ -/ /-1/1 1/--/ /-1/1 -/_ -/_ 1/ ~ / -,,...-: -,,...-: -.,.<_ 1 / 1 i; 06,06P ~ -,,...-: 1 1,,,-:_ /-'l ' --1/-/_ 1/ -,,.,-: 1/--/ 'l-=/ -/ -.,.,-:_ -/_ 1 /_ G -4 -',-/ -✓ /_ / -,,.,-: -/ -✓-/ -✓-1-.✓-.. 1-::.-z -/ -/ -/ -/ -/_ - H 06;06P 4 -.:../ , / 1 '/1 1/1 IY--..,-,:: 1/ Y, i1/ -/ -/ -/ -/ 'y -/ 1/ 1/1 . I 03,0LB.,04P 6 4 1/, 1 / ~~ ,~ -/ -/ -/ 1/o 1-/ :..,..,,-,_,..,,. 1/ -/ "--/ -/ =;;: 1~ J 08,08P 2 !'l -I/'"'-1/-1/-I-/ 1/ -,,.,-: 1/ -/ -_.,,._ 1/ -/ 1/ 1-:/. -/ 1/ -1 - K 02,02P 8 -'-/ -/ -/_ -/_ 1/-1-/ .-/ -/ 1/-1/ / ... -/_ 1/_ 1/ ,-/ /-/ 1 L 02,03,0LA,02P,08P s -'l -/ 1/. -,,,,-: /_ t-/_ -✓-1-.✓-.. -.,.<. -✓--:,./_ 2/ 1-/_ 2/ 11/--,,, i..l/1 M -2 8 ':✓: -.,.,-:_ ,_..,,.._ -/ /-"-/ -/ -/ -/ -/ 1/2 -✓ -/_ ~,,... -/_ -/ '-/ J N 03,08.0LA 2 1/ -1/-1/ 1/ 1/-1-/_ /-:..,..,,-1_,,...-1 1/ 1/ , 1/ 1 / 1 ::::_::::;: -/_ ~ / 1 - 3CSC 0 0 2P,08P 8 2 +;;: -/ 1/--,..,,--/ 1/ -,,,-:: -/ 1/2 1/2 -,,,,-:: 1/ :../. 1/2 -.,...-:: -/ 1/, PPB p 0 2P 8 -~,,.,-: -/ 1/ -,,,-:: 1/. 1/ '1/-1/-~ -.,...-:: '1/ 1/ 1/1 1/ -/_ -/ l/1 Q 08,08P 2 8 ~,,..,_ -/_ -:./_,_/}?-/ i-::.-z 1/--.,.,-:_ -/_ 'l -_.,.-, 1/2~ /.7-1,/z TOT AL CABLES 1/2 2/3 V4V5 • ,~/2IV3~0 1/2 2/3/'"'"'2Vs 2/3 • ,,::;::,_-,,...-:l_½, I CClV I CAT5E I; - I 1 I , I I 1 I I , , I I EVP CABLE I - I ! I 1 I 1 I 2 I , 1 1 I 3 I I 2 z I 2 1 5 912 ' ---- ----2 2 -2 -2 --2 DLC \116 I' --- - -2 2 2 --------2 . .. TOTAL -----2 2 2 2 2 -2 -2 - - 4 ' . 110 LUMINAIRE -2 2 2 2 2 2 2 -2 -2 ' -2 --2 ' ' ' #12 IISNS ' -2 2 2 2 2 2 2 -2 -2 -2 --2 VIDEO DETECTION CAT5E -1 1 1 ---1 -----1 --2 16 SMFO TRACE WIRE I I I I I I I I I I I 1-1 I I 1(E}l 1 PERCENT FlLL (%) ,,23 26. 20' 26' 18 : 291 22 27' 21 24, 8 35 19 25. 5, 3: 34 2-.. CONDUIT SIZE 1: 2· 3• 4• 4• 3• 3• 4• 2-4' 12"(E i;3"(E 12"(E z.s· (E) lJ"(E 1:2-4' t2"(E 3• 3-4' ALL CONDUITS AND CONDUCTORS ARE NEW UNL£~ OltlERWISE SPECIFIED, ([) DENOTES EXISTING o!:@ (O LA R □R - 1-Q Dy ~~ OLA y Ill 0 .... CZ <z 00 _J 0 OLA G □G 03 G BG 12 LENSES DEIAIL •A" NO SCALE (2 LOOPS) 7 I 2-0 6 ,. '-,,:~.' \ >~;t ' • --' ' ~·· . ' ,\ ;, ....,,, . r ·~' \\ \ ,. ~' " \ \ ~\ R/W-.../ \ \\ \i\ ,\\ \ \ \'c ' ; ; \ ,._ ' . NEW 2•c-_,, NEW 2-DLC ~· \, ' \ \\ '. . .. \ " ' \ • \ ' I Ill uz 1-Q • :!!'~ UJO .... CZ . <z 03· _J '• CONSTRUCTION NOTES (THIS SHEET ONLY) [j] FU RNISH AND INSTALL NEW P-44 TS2-TYPE1 2 ECONOLITE CABINET ON NEW FOUNDATION Wlltl NEW TYPE II SERVICE CABINET AND NEW ECONOl!.ITE COBALT CONTROLLER. COMPLETE ALL CONNECTIONS FOR INTENDED OPERATION. '\\ \ \ \ ·\~\ ' ' \\ m RELOCATE EXISTING FIBER PATCH PANEL AN0 ETHERNET SWITCH TO NEW CABI NET. COMPLETE ALL CONNECTI ONS FOR INTENDED OPERATION. ' I}] FURNISH AND INSTALL NEW SIDE MOUNTED BATTERY BACK-UP CABINET Wlltl NEW BATTERY BACK-UP SYSTEM PER CITY SPECIFICATIONS. COMPLETE ALL CONNECTIONS FOR INTENDED OPERATION . SALVAGE EXISTING BATTERY BACK-UP SYSTEM TO Cl.TY. RECORD DRAWINGS [±) FURNISH AND INSTALL NEW #5 PULL BOX. FURNISH AND INSTALL NEW fl6 PULL BOX . B'+-0 W These Reoord Dra\Mngs have been prepared based on information submitted, in part; by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions \Aflich may have been incorporated into these plans as a result. FURNISH AND INSTALL NEW PULL BOX. II] INSTALL NEW TYPE E DETECTOR LOOPS PER CITY STANDARDS. I]] [fil FURNISH AND INSTALL NEW GRIDSMART VIDED DETECTION ON LUMINAIRE MAST ARI.A AS INDICATED ON PLAN AND IN ACCORDANCE W!TH THE MANUFACTIJRER'S REQUIREMENTS, EXACT LOCATION OF THE DETECTION ZONES SHALL BE DETERMINED BY THE ENGINE:ER IN THE FIELD; EXACT PLACEMENT OF THE VIDEO CAMERA SHALL BE DETERMINED BY THE MANUFACTIJRER'S REPRESENTATIVE IN THE FJELD. ' REMOVE EXISTING LUMINAIRE POLE COMPLETE. REMOVE AND SALVAGE EXISTING STREET NAME SIGNS MOUN.TED ON POLE. [2j RELOCATE EXISTING RETROREFLECTIVE TRAFF!C SIGN FROM EXISTING POST TO NEW MAST ARM AS SHOWN ON PLANS. REMOVE EXISTING POST COMPLETE. ' ~P.Rl~E'MO\IE AND SALVAGE EXISTING SIGN AS sHbWN ON PLANS, REMOVE EXISTING POST COMPLE.T£ IF APPLICABLE. ij]) FURNISH AND INSTALL NEW RETROREFLECTI\IE TRAFFIC SIGN ON NEW POLE AS SHOWN ON PLANS. ~ R/W--, W11-2 11 \ ' ' ' ' • ' •. \ ; ', ,, •. "''. \\ . \ \\ OLB R OLB y OLB G 163 G Dyn. Bid Set Received 10.105/2020 9:58:55 AM I DR Dly No A □G BG B C D 12" LENSES E QEIAIL •a• F, NO SCALE G H I ,---R/W J K L ' M N 0 p Q T POLE ' DATA !C;IGN.AI TY E FfEIGH1 M·A • 19-3+100 3 0' 30' 15lfS 30' - ' 1. 1-!', 7' - 1-1" 10· - 17-34 100 ' 3 0' 20' 1-!, 1 O' -! PPB ~OLE 4•-r•· - 19-3 +100 30' 25' 1-!.i.: 10' -' 15TS (E) 30'(E) - 1-A l(E) 10'(E) - 17-2-l O (E) 30'(E) 15'(E) PPB POU (E) 4'(E) - ' 17-2-,lO (E) 30'(E) 20'(E) 1-A :(E) 7'(E) - 1-A j(E) 7'(E) - 1-A ;(E) 10 '(E) - POLE SCHEDULE LUMINAIRE POLE SIGNAL MOUNTING M·A LED* A 8 POl::E MA -PED 15' 200 -1' 2.5' SV-2-T MAS SP-1-T' 12' -12' 2' --SP-1-T ---33' 1.5' --TP-1-T ---1.5' 3' TV-1-T -SP-1-T 12· 200 9' 2.5' SV-1-T MAS SP-1-T 2' 8' TV-1-T -SP-1 -T -- --7' 2' --- 12' 200 2.5' 2.5' SV-1-T MAS SP-1-T ---2' 2· TV-1-T -SP-1-T 12'(E) 133W(E) EXISTING SV-1-T(E) -SP-1-T(E) --EXISTING' TV-1-T(E) -SP-1-T(E) 12'(E) 133W(E) , EXISTING SV-2-T MAS(E) SP-1-T(t) EXISTING ----- 12'(E) 133W(E) EXISTING SV-2-T(E) MAS - --EXISTING --TP-2-T(E) --EXISTING --TP-1-T(E) --EXISTING TV-1-T(E) -SP-1-T(E) All EQUIPME~T IS NEW UNLESS O.ltlERWISE SPECIFIED: (E) DENO.TES EXISTING. Poli.ES AND· FOUNDATION PER 2010 REVISED CALTRANS :~AN~Rg~tto~~'.tcT~W•:oo~:N~~ -~~s;~;:scr~:~ :~~N!~ED ~-EX. 2-5" EDISON DUCT \ MOUNTINC H~DWARE. *LED FlXnJREi; SHALL BE GE EVOLVE SCALABLE SPECIFlCA TION GRADE COBR~AO (ERS2'-0-E3-Dl-7-40), OR APPRO\IEO' BY CITY ENGINEEli'. SEE SPECIAL PROVISION. i •• IISNS SIGNjs SHALL BE EDGE-UT LED Wlltl CUSTOM SIGNf PANELS PER SPECIAL PROVISIONS: ,,, \ 4:. ' EXISTING EDISON -- SPLICE BOX NO.XS-444712 . . ' ' \ \-' ' ' ' \ \ \ \ \ \ \ ', \ \ ' \ 'I • ' NEW SERVICE 21 • WIRES .,,, ).-"\ ,,,./ \ ,.,-/R/W ...:•:,l,,-4,.,,<"'--'il' // \ \ \ \ ' \ \\ -z\' ·, \\ ' \ \ \, \ ' • ·.\' ' -,~ ;.,/4• ':·, ' \ ~ ..... -;ti\\ \ \\, 3-0 6 , ,,~. \ , \\\ ~ 't\ 4-06 (, ~"-1 ,'\\\' \1, - " \ ' l . \o \f•\ 1 ~<'-\· \11 I\ \\, ,.;, \\ • \\\ \"\ ~ \\' •, . , \\\-......._..,.-C \\-\ ,., ·, .,, \\\ " • '. 7 )i,, ,tf;J, "I 6-l ~\ , LEFT) \ i ,, \\\ \ " 1 _,.~ \\ .. ;;. ,_\. ~ ; ·-:, '\ ' \ \ \ \ NEW SERVICE , \ '' ,\ \ FUTURE FIRE STATION 1-0LB WIRES ,, , \ ,, ' \\ \\ ·~ V< '{,._ \ l\ \ ' \ \ '\ ~ \ ~ ' ' \ \ \ \ \\ \ t \~ \ \\ ' \'\\ \ ' • ·\ c§"') \\\ ·:{ '\,, ,..:·· ~' ''\ / < ;3, ~-~ '\ '\; "\ \ \ [Bl FURNISH AND INSTALL NEW RETROREFLECTl\lf!: TRAFFIC SIGN ON NEW SIGN POST AS SHOWN ON PLANS, RELOCATE EXISTING RETROREFLECTIVE TRAmc SIGN FROM EXISTING POST TO NEW POLE AS SHOWN ON PLANS. REMOVE EXISTING POST COMPLETE. -··-,--___ .:-·:: .:::::;;--=-=-:;-_;;;:.~~-----;-· -------\ -•C:' -1-0 4 , . ', !ill I]] II] ~ !ill ~ § RELOCATE EXISTING RETROREFLECTI VE TRAFFlC SIGN FROM EXISTI NG POST TO NEW SIGN POST AS SHOWN ON PLANS. REMOVE EXISTING POST COMPLETE, PROTECT IN PLACE EXISTING COMMUNICATION CABLE ANO CONDUIT RUN. FURNISH AND INSTALL NEW EVP DETECTOR AS SHOYttl ON PLAN. REMOVE EXISTING VEHICLE HEAD. FURNISH AND INSTALL NEW VEHICLE HEAD AS SHOWN ON PLANS. FURNISH AND INSTALL NEW SPLICE VAULT INTO EXISTING FIBER OPTIC CONDUIT. REMOVE EXISTING CCTV COMPLETE. FURNISH AND INSTALL NEW CCTV ON EXISTING POLE. INSTALL 3" CONDUIT FROM SERVICE CABINET TO SPLICE BOX LABELED ON PLANS. COORDINATE WITH JEFFREY AZAULA AT (71 4)-895-0 573 OF SOUTHERN CALIFORNIA EDISON FOR DESIGN DETAILS AND TO CONNECT AND ESTABLISH SERVICE. ~ FURNISH AND INSTALL NEW PULL BOX PER EDISON STANDARDS. SIGN LEGEND ~ REMOVE AND SALVAGE EXISTING TRAFflC SIGNAL CABINET, ECONOLITE ASC/3-2100 CONTROLLER,! BATTERY BACK-UP CA.BINET, AND SERVICE CABINET COMPLETE. REMOVE EXISTING TRAFFIC SIGNAl CABINET FOUNDATION COMPLETE. ~ INSTALL 3" CONDUIT FROM SPLICE VAULT TO DATA ROOM LOCATED IN PROPOSED FIRE STATION. INSTALL NEW 6 SMFO CABLE AND PRE-EMPTION CIRCUIT IN CONDUIT, TERMINATE FIBER STRANDS IN FIBER DISTRIBUTION UNIT LOCATED IN DATA ROOM. PRE-EMPTIOl'I TO BE CONNECTED TO BUTTON IN APPARATIJS BAY. ~ ABANDON EXISTING INDUCTIVE LOOPS. REMOVE CORRESPONDING DLCs, ~ FURNISH AND INSTALL NEW CCTV CAMERA ON NEW TRAFFIC SIGNAL POLE. (ioNE WAY R6-1(RIGHT) STOP R1-1 R3-1 R3-2 R5-1 PLANS PREPARED BY: ' ' ' ' EX 2•c-_,. EX 1-48 SMFO W11-2 I I -- ------R/W GRAPHIC SCALE 20 30 40 1 INCH -20 F"EET - ~-R /W 60 ¢ 6 4 4 6 6 - 4 4 6 2 8 8 2 2 8 8 2 \ \ PPB BPS ARROW <ll ARROW 1.1.S.N.S LEGEND** .. - .. - .. - .. 4 .. - -- ... - .. - ... 4 Ill . - .. - .. -• 8 .. -• 2 .. -• 8 ~-R/W .,,---EXIS11NG EDISON SERVICE VAULT NO. ¥5444711 • - - - .. - - - - .. - - - Ill - .. - .. ,---R/W \ \ \ \ ' DETAIL "A" 4-02 . Newport Blvd - - - Newport Blvd - - 28th St < I ECR A -A -POLE LOCATION DETAIL - - 28th St(E) - Newport Blvd(E) - - - PHASE DIAGRAM ' • " • ' ,.OLB ---Obl;l NOT ' I I ·r:-2 • I I USED l I I I ' ' OLA .. ...,._...., 911 it2 913 914 -----' • .. NOT I I NOT . I I USED I I USED OLA.., I I ' ' ~-.... 05 lt6 917 918 *03 SHALt ONLY ACTIVATE WHEN PRE-EMPTED ANO IS EXCLUSIVE OLA=03+08 OLB=03+04 RECALL ON 02 AND' 06 DUAL ENTRY ON 04 AND 08 --R/W 11 08 - '---R/W .,.---R/W >-,--EX r·c NEW 2-DLC ,,--R/W TRAFFIC SIGNAL MODIFICATION NEWPORT BOULEVARD & 28th STREET E :5 0) N . ~-0 . " " "' :le -s:· "-.,., ~ G.i . :::. ;::: a "' a "' ~ 2'i " - 12V/20W SOLAR PANEL & CONTROL CABINET TYPE 15TS POLE--... 3 0" \1111-2 BUNKERSIGN (FYG)-, FACING TRAFFIC 24"X12" W16-7P STATIC SIGN (FYGJ--... FACING TRAFFIC PEDESTIRIAN PUSH BUTTON----.. ASSEMBL Y WITH R10-25 SIGN CONCRETE PILE FOUNDATION PER -~ CALTIRANS STANDARD PLAN ES-7A ... .. " • • I . . 1 l" . .. V . DETAIL "A" NOT TO SCALE R/W-..._ R/W -..J 26'-3" 21'-0" PLANS PREPARED BY: • • EXISTING STREET LIGHT --. CONDUIT ◄ ◄ 1 41 ·411 n·='•,. ~ 0 GRAPHIC 20 30 ! ! EXlpTING STREET UGHT -~ ! PULL BOX (#3~ ' f ·~···· ------,-···---·--·-· --- .. ! SCALE I 1 40 . 60 1 INCH = 20 FEET i i ! ~~ ~ CONSTRUCTION NOTES (THIS SHEET ON ~ Y) IT] INSTA LL CITY FURNISHED TYPE 15TS STREET LIGHT WITH j 2' ARM-AND 88W LED LUMINAI RE ON NEW FOUNDATION, INSTALL GLARE SHIELD ON LUM IN AIRE. I [Ij RELOCATE EXISTING TAPCO BU NKERSIGN ASSEMBLY SYSTI!M PER · DETAIL "A" SHO WN ON THIS SHEET. REMOVE EXISTING FOUNDATION. SALVAGE EXl}STING POLE TO CITY OF NEWPORT BEACH. CONTRACTOR SHALL FURNISH ANO INS"Jl.ALL ALL APPURTENANCES TO PROVIDE THE INTENDED OPERATIONS . I i RELOCATE EXISTING TAPCO BUNKERSIGN ASSEMBLY SYS-ntM, COMPLETE 'MTH POLE, ONTO NEW TYPE 1A FOUNDATION . PER DETAIL "B" SHOWN ON 11-JIS SHEET. REMOVE EXISTING FOUNDATION. FINAL LOCATION OF INSTALLATION SHALL Bi APPROVED BY CITY ENGINEER. CONTRACTOR SHALL FURNISH AND INSTALL ALL APPURTE~ANC!:S TO PROVIDE THE INTENDED OPERATIONS. I ' INSTALL 1t" SCHEDULE 40 PVC CONDUIT WITH 2-#12 COl'!JDUCTORS AND 1-#12 GROUND WIRE. I INSTALL NEW CONDUIT INTO EXISTING PULL BOX PER CiT'r, STANDARD PLAN 204-L. i SPLICE AND SEAL NEW TO EXISTING CONDUCTORS PER Cl !fY STANDARD PLAN 205-L. 2982 ' RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Ne\lVPort Beach is not responsible to its accuracy, nor for errors or omissions '<'Klich may have been incorporated into these plans as a result. . REVIEWED: if,,PPROVAL RECOMMENDED: • I PAUL FRISUE, RCE 72982 ANTONY BR! , • 45521 CITY lRAFFIC ENGINEER :1 I -i I 13• -o· t 8' -2" f-w w O::'. f-(f) I f- o:J N 4 ~ EXISTING STREET LIGHT / CONDUIT i' I ,r 1 I ' ,,--12v;2ow SOLAR PANEL & CONTROL CABIN(T, TOP OF POLE MOUNT ...----30• WT1-2 BLINKERSIGN (FYG) FACING TRAFFIC ...----24"X12" W16-7P STATIC SIGN (FYG) FACING TRA,FIC .,---PEDESTRIAN PUSH BUTTON ASSEMBLY WITH R10-25 SIGN .,---4-1/2"0.0 . ALUMINUM POLE .,--PEDESTAL BASE \ ,----TYPE 1-A STANDARD CONCRETE FOUNDATION PER 2010 CALTRANS STANDARD PLAN NO. ES-7B, DETAIL A-1 ,---R/W R/W DETAIL "B " NOT TO SCALE FLASHING TRAFFIC SIGN RELOCATION STREET LIGHT INSTALLA.TION BALBOA BOULEVARD AT 28TH STREET § :=.=~~'"" , v 1.,, DESlGNfil _KS+-,DR-Ai\9f_LSC;;;;;: __..;;;;K~S I CITY OF NEWPORT BEACH R-7006-S • l:; ~~ /;:F,;::,<;:, ct.1..I• CHECKED: DA1t: I DATE: 9-2..:t -U NO. DATE DESCRIPTION OF REVISIONS PUBLIC WORKS DEPARTMENT SHEET 14 OF 15 u:L ________________________________________ ..JL..:.....:...:._ ______________ _:::::::!:=::::.. __ ..1 ___ ,E!PM~FL.J!9LJ1l20C:.2t20~20!i.!---======L~.L......'.:.:'.~...l.'.~=.::::.:::...::~::::..... _____________ .J_ _____ ..:..:=::::..:.:.:.:.::.:::.::::.:..::..:.:.:::::..:..:. _____ ....1.::::.:::::::..:2::!...:::.:.....!;.::~ "" " [;l "' "' ' ' "' • G ' ' f Vl • a · " 1 "' a 1 •· V) :?: "' ii: " 0 " "' -" " ,:: -~· [: J; 0 <:: ·-VJ -" "' '--"' .c: -0, "' .c " " "' 0:, -'-0 " " < a " "' C') - "' .Q ' 0 . --, ~ "' a -cl "' -U) "" l,J V) ~. ~ a 2l "' ~. ~ ki >-' ~ CONSTRUCTION NOTES (THIS SHEET ONLY) OJ FURNISH ANO INSTALL NEW CONCRETE 26' STREET UGHT POLE WITH 8' ARM AND 88W LEO LIJMINAIRE ON NEW FOU NDATION PER CITY STANDARD PLAN 201-L. FURNISH AND INSTALL NEW #3¼ PULL BOX WITH ·sTREET LIGHT HIGH VOLTACE" iNSCRl8ED ON LID. INSTALL i¾" PVC SCHEDULE 40 CONDUIT WITH 2-#12 CONDUCTORS AND 1-#12 GROUNO WIRE RELOCATE EXISTING RETROREFLECTIVE TRAFFIC SIGN FROM EXISTING POST TO NEW STREET LIGHT POLE AS SHOWN ON PLANS. REMOVE EXISTING POST COMPLETE. FURNISH ANO INSTALL NEW RETROREFLECTIVE TRAFFIC SIGN ON STREET LIGHT POLE AS SHOWN ON PLANS. INSTALL NEW CONDUIT IN TO EXISTING PULL BOX PER CITY STANDARD PLAN 204-L SPLICE ANO SEAL NEW TO EXISTING CONDUCTORS PER ST ANO ARD PLAN 205-L. R/W-- ' ,>--,. __ ~'::.:> ""';<ii . R/W-_,,,. ~<:·-~ '"-::-'.:~~. ' "-•• . '-... '-.->.;. ' W11-2 SIGN W16-7P (LEFT) LEGEND R5-1 R5-1 (LEFT) I .I ' f PLANS PREPARED BY: --•-· I I Wl1 -2 & 4 W16-7P (LEFT \ i I / R/W-- / I l . ! / 1 No. 72982 ' ' Bid Set Received 10/05.'2020 9:58:55 AM / i i _i ,' . ! ,, I i ; I ! . / ' i ' j /! . ' ' ii !, I J REVIEWED: / ! I I ! ,/ ! / I I I I ! f ' / ' / / I ' ! ' I • APPROVAL RECOMMENDED: / I I / / ! If l R/W -, / i I ---R/W I ) ,, / / I //" //' , /'/ ; I RECORD DRAWINGS These Rec?rd C?r~'<'~ngs h~ve_been_ prepared based on information submitted, in part, by others. While this information 1s believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. I / I /// _,/ /'- / / I '---R/W GRAPHIC SCALE 0 10 15 20 30 ~--2J-J~-. 1 INCH -1 0 FEET STREET LIGHTING INSTALLATION ~~;JQ-"-- -P-AU_L_FR--ISU--E.R_CE_7-29_8_2_ -~q4;1 -l-~----+------+---------------------1 NEWPORT BOULEVARD & 26th STREET CliY TRAFFIC ENGINEER •