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I I I ) CITY OF COSTA MESA VICTORIA ST VICINITY MAP NOT TO SCALE SYMBOL LEGEND • PO'M:R POL£ Osco SANITARY SE'M:R CLEANOUT QSMH SANITARY SE'M:R MANHOLE <(j FIRE HYDRANT JOHN WAYNE >.1 AIRPORT ;() 1'~ ~}- PROJECT LOCATION ABBREVIATIONS C'-1~-.,,,,u, -ra 'f' CITY OF IRVINE UNi'JtRSli'I A'lt AC ASPHALT CONCRETE AP ANGLE POINT BC BEGIN CURVE CB CATCH BASIN 11\M WATER METER BOX & SERVICE EC END CURVE □GM GAS METER --VALVIE POWER POLE ANCHOR /:), MONUMENT -x-x-x-FENCE ==== BLOCKWALL TREE SHRUBBERY ~,.,,,.,,, '.,,_ ASPHALT PAVIEMENT BRICKWALK l • I CONCRETE bd BUILDING _ _ _ _ EXISTING CONSTRUCTION PROPERTY LINE ----NEW CONSTRUCTION ___ i;_ ___ CENTERLINE -----S----SE'M:R LINE -----W---WATER LINE ---G---GAS LINE --E--POWER LINE -T--TELEPHONE LINE --{;A TV-CABLEVl!>ON LINE -SP--SPRINKLER SYSTEM ~ STREET LIGHT -u-SIGN p--==I GARAGE OPENING t::-----J 111NOOW * SPRINKLER CALL TO LL FREE 1-800 -422-41 33 BEFORE YOU DIG FS FINISHED SURFACE GB GRADE BREAK NTS NOT TO SCALE TC TOP OF CURB MON MONUMENT CATV CABLE TV DWY DRIVEWAY co CLEANOUT (SEWER) SW SIDEWALK MCWD MESA CONSOLIDATED WATER DISTRICT Rt RIGHT Lt LEFT CF CURB FACE R/W RIGHT OF WAY PRC POINT OF REVERSE CURVE POC POINT ON CURVE EMERGENCY TELEPHONE NUMBERS AT&T CITY OF NEWPORT BEACH (UTILITIES DEPARTMENT) MESA WA TIER DISTRICT ORANGE COUN TY SAN ITATION DISTRICT SOUTHERN CALIFORNIA GAS SOUTHERN CALIFORNIA EDISON UNDERGROUND SERVICE ALERT DAY 611 (949)-644-3011 (949)-631-1200 (714)-962-2411 (800)-624-8153 (800)-611-1911 (800)-422-4133 NIGHT 611 (949)-644-3717 (949)-631-1200 (800)-624-8153 (800)-611-1911 (800)-422-4133 • • PUBLIC WORKS -DEPARTMENT DOVER DRIVE AND .WESTCLIFF DRIVE REHABILITATION ! V C-5583(A) APPROVIED: DEPUTY PWD / CITY ENGINEER HIGHWAY st 1-UJ UJ I Cl) PROJECT SITE DATE: J-J7-t.5 DATE: 2-7..7-(S DRVE LOCATION MAP BASIS OF BEARING OCS GPS GRID VALUES WERE USED FOR THIS PROJECT. GRID AZIMUTH OF 188' 53' so· WAS HELD BETWEEN ocs GPS POINTS 6236 AND 6253 AS THE BASIS OF BEARINGS. THE GRID VALUES WERE REDUCED TO GROUND VALUES BY APPLYING THE MEAN COMBINATION FACTOR OF POINTS 6236 AND 6253 (0.999969115) TO ALL THE VALUES, HOLDING OCS POINT 6236 AS THE POINT OF ORIGL"I. ALL PO INTS WERE THEN ROTATED TO HOLD THE GRID AZIMUTH BASIS. BENCH MARK OCS BENCH MARK 3K-24A-82 SET ON THE TOP OF A CONCRETE BRIDGE DECK. MONUMENT IS LOCATED IN THE SOUTHWEST CORNER OF THE INTERSECTION OF PACIFIC COAST HIGHWAY AND NEWPORT BAY CROSSING, 42 FEET SOUTHERLY OF THE CENTERLINE OF PACIFIC COAST HIGHWAY AND 37 FEET EASTERLY OF THE WEST END OF THE SOUTHERN GUARD RAIL ALONG BRIDGE. ELEVATION 19.259 NAVD 1988. NOT TO SCALE CIVIL WORKS Engineers, Inc. 3151 A irway A venu7 Suite T-1 Costa Mesa, CA 92026 (714) 966-9060 '· ,. .. APPROVAL RECOMMENOED -. GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICA TIONS FOR PUBLIC WORKS CONSTRUCTION," LA TEST EDITION AN D SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITY$ 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 SURF ACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS . 4. P.C.C. SHALL BE CLASS 560-C-3250. 5. CON TRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VALVES, CO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. 6. PR OPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH' LINE AND GRADE OF EXISTING IMPROVEMENTS. CONSTRUCTION NOTES G:}-coNSTRUCT FULL WIDTH GRIND (2" MAX) AND 2· ARHM OVERLAY fo\_ CONSTRUCT 4" THICK PCC SIDEWALK PER STD-180-L & DETAIL 1, ~ SHEET 2 0-co NSTRUCT TYPE A PCC CURB & GUTTER PER STD-182-L CONSTRUCT TYPE B PCC CURB (8") PER STD-182-L CONSTRUCT MEDIAN TAPER PER STD-1 07-L CONSTRUCT MEDIAN NOSE FLARE PER SPPWC STD PLAN 141-2 0-ADJUST MANHOLE TO GRADE PER STD-111-L (o\___ CONSTRUCT CURB RAMP PER STD-181-L-B AND AS MODIFIED PER V-PLAN 0-CONSTRUCT MODIFIED PCC CROSS GUTTER PER STD-185-L 1 O RELOCATE STREET LIGHT PER STD-200-L MODIFY & RE-FEED STREET LIGHT SERVICE PER STD-204-L CONSTRUCT PARKWAY CULVERT TYPE 'C' PER STD-319-L (;';\_CONSTRUCT COMMERCIAL DRIVEWAY APPROACH TYPE I PER ~ STD-160-L-A r.':\_CONSTRUCT COMMERCIAL DRIVEWAY APPROACH TYPE lt-pt;'R-, ~ STD-161-L • ®-CONSTRUCT IRRIGATION SLEEVE PER DETAIL 6, SHEET 2 @-MODIFY CATCH BASIN ACCESS LID PER DETAIL 5, SHEET 2 Q_ CONSTRUCT 2" ARHM OVER 6" AC OVER 6" CMS OVER COMPACTED ~ SUBGRADE @-CONSTRUCT PCC LONGITUDINAL GUTTER PER DETAIL 4, SHEET 2 @-BOX & RELOCATE PALMS (VARIABLE 48" to 90" BOX). DELIVER TO CITY AT BIG CANYON RESERVOIR @-REPAIR AC PVMT (DIGOUT) PER DETAIL 7, SHEET 2 21 CONSTRUCT CURB OPENING PER DETAIL 2 HEREON 7J:)<. '3 1.JJee,¥,_s \0(';-t"T,YW2...-'Tb ~n',c./.£:.h,d.i\1, \2.ew,ct,Cr!S' f-{ (,,..-c,u DISPOSITION NOTES @-PROTECT-IN-PLACE (ITEM AS NOTED) @-REMOVE (ITEM AS NOTED) SHEET INDEX SHEET NO. 1 2 3 4 -7 8 9 -13 14 15 -16 17 18 19 20 21 22 23 -26 27 28 -31 32 33 -34 35 36 -39 40 APPROVAL RECOMMENDED DESCRIPTION TITLE SHEET TYPICAL SECTIONS & DETAILS PROJECT CONTROL DOVER DRIVE IMPROVEMENTS WESTCUFF DRIVE IMPROVEMENTS CONSTRUCTION DETAILS -DOVER DRIVE CONSTRUCTION DETAILS -WESTCLIFF DRIVE STORM DRAIN IMPROVEMENTS TRAFFIC SIGNAL GENERAL NOTES TRAFFIC SIGNAL MODIFICATION DOVER DR AT CUFF DR TRAFFIC SIGNAL MODIFICATION -DOVER DR AT 16th Sf TRAFFIC SIGNAL MODIFICATION -DOVER DR AT WESTCUFF DR TRAFFIC SIGNAL MODIFICATION -DOVER DR AT IRVINE AVE COMMUNICATION PLAN SIGNING AND STRIPING -DOVER DRIVE SIGNING AND STRIPING -WESTCLIFF DRIVE IRRIGATION PLAN IRRIGATION NOTES & LEGEND IRRIGATION DETAILS IRRIGATION WATER CALCS PLANTING PLAN PLANT UST, NOTES & DETAILS REVIEv.£0 C-5583 A ' .,.. CITY OF COSTA MESA VICTORIA ST !s CD ~ :,:: VICINITY MAP NOT TO SCALE SYMBOL LEGEND • POWER POLE ~-'-..,,0~ ~a If' CITY OF IRVINE UN\\l'ERSln' A \1£ PROJECT LOCATION ABBREVIATIONS AC ASPHALT CONCRETE Osco SANITARY SEWER CLEANOUT AP ANGLE POINT QSMH SANITARY SEWER MANHOLE BC BEGIN CURVE <ti ARE HYDRANT CB CATCH BASIN I WM WATER METER BOX & SERVICE EC END CURVE □GM GAS METER -------®---VAL 1/f. POWER POLE ANCHOR fl, MONUMENT -x-x-x-FENCE ==== BLOCKWALL ~ TREE 0 {J SHRUBBERY .,,,,,,_.,,..,,. ...,__ ASPHALT PAVEMENT ;'.;/::\:\:\:\:\:\ BRICKWALK k. :_: :.-.·:-.-_.·.:I CONCRETE L///«J BUILDING _ _ _ _ EXISTING CONSTRUCTION - ---PROPERTY LINE ----NEW CONSTRUCTION ---'t---CENTERLINE ___ --5 ____ SEWER LINE -----W--WATER LINE ---G-- -GAS LINE -E--POWER LINE -T--TELEPHONE LINE ----<:,A TV-CABLEVISION LINE -SP--SPRINKLER SYSTEM n STREET LIGHT 7::r SIGN F :j GARAGE OPENING I I WINDOW * SPRINKLER CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG FS FINISHED SURFACE GB GRADE BREAK NTS NOT TO SCALE TC TOP OF CURB MON MONUMENT CATV CABLE TV DWY DRIVEWAY co CLEANOUT (SEWER) SW SIDEWALK MCWD MESA CONSOLIDATED WATER DISTRICT Rt RIGHT Lt LEFT CF CURB FACE R/W RIGHT OF WAY PRC POINT OF REVERSE CURVE POC POINT ON CURVE EMERGENCY TELEPHONE NUMBERS AT&T CITY OF NEWPORT BEACH (UTILITIES DEPARTMENT) MESA WATER DISTRICT ORANGE COUNTY SANITATION DISTRICT SOUTHERN CALIFORNIA GAS SOUTHERN CALIFORNIA EDISON UNDERGROUND SERVICE ALERT DAY 611 (949)-644-3011 (949)-631-1200 (714)-962-2411 (800)-624-8153 (800)-611-1911 (800)-422-4133 NIGHT 611 (949)-644-3717 (949)-631-1200 (800)-624-8153 (800)-611-1911 (800)-422-4133 PUBLIC WORKS DEPARTMENT DOVER DRIVE AND WESTCLIFF DRIVE REHABILITATION APPROVED: APPRO\/f.D: C-5583(A) DAVID A. WEBB, RCE 47961 DIRECTOR OF PUBLIC WORKS MARK VUKOJEVIC, RCE 61527 DEPUTY PWD / CITY ENGINEER HIGHWAY "SI" 1-UJ UJ J: en PROJECT .SITE . DATE: _____ _ DATE: _____ _ DRVE LOCATION MAP BASIS OF BEARING OCS GPS GRID VALUES WERE USED FOR THIS PROJECT. GRID AZIMUTH OF 188" 53' 50" WAS HELD BETWEEN OCS GPS POINTS 6236 AND 6253 AS THE BASIS OF BEARINGS. THE GRID VALUES WERE REDUCED TO GROUND VALUES BY APPLYING THE MEAN COMBINATION FACTOR OF POINTS 6236 AND 6253 (0.999969115) TO ALL THE VALUES, HOLDING OCS POINT 6236 AS THE POINT OF ORIGIN. ALL POINTS WERE THEN ROTATED TO HOLD THE GRID AZIMUTH BASIS. BENCH MARK NOT TO SCALE 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 FOR ITS ACCURACY, NOR FOR ERRORS WHICH MAY HAVE BEEN INCORPORATED INTO THESE PLANS AS A RESULT. GENERAL NOTES 1. ALL WORK DETAILJED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION," LATEST 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 RESPONSIBLJE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELJD PRIOR TO BEGINNING CONSTRUCTION. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 4. P.C.C. SHALL BE CLASS 560-C-3250. 5. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VALVES, CO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. 6. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS. CONSTRUCTION NOTES 0-CONSTRUCT FULL WIDTH GRIND (2" MAX) AND 2" ARHM OVERLAY 0-CONSTRUCT 4" THICK PCC SIDEWALK PER STD-180-L & DETAIL 1, SHEET 2 0--coNSTRUCT TYPE A PCC CURB & GUTTER PER STD-182-L 0-coNSTRUCT TYPE B PCC CURB (8") PER STD-182-L 0-coNSTRUCT MEDIAN TAPER PER STD-107-L ©-CONSTRUCT MEDIAN NOSE FLARE PER SPPWC STD PLAN 141-2 0-ADJUST MANHOLE TO GRADE PER STD-111-L ©-CONSTRUCT CURB RAMP PER STD-181-L-B AND AS MODIFIED PER PLAN 0-CONSTRUCT MODIFIED PCC CROSS GUTTER PER STD-1 85-L @-RELOCATE STREET LIGHT PER STD-200-L @-MODIFY & RE-FEED STREET LIGHT SERVICE PER STD-204-L @-coNSTRUCT PARKWAY CULVERT TYPE 'C' PER STD-319-L CONSTRUCT COMMERCIAL DRIVEWAY APPROACH TYPE I PER STD-160-L-A CONSTRUCT COMMERCIAL DRIVEWAY APPROACH TYPE II PER STD-161-L CONSTRUCT IRRIGATION SLJEEVE PER DETAIL 6, SHEET 2 MODIFY CATCH BASIN ACCESS LID PER DETAIL 5, SHEET 2 @-CONSTRUCT 2" ARHM OVER 6" AC OVER 6" CMB OVER COMPACTED SUBGRADE @-CONSTRUCT PCC LONGITUDINAL GUTTER PER DETAIL 4, SHEET 2 ~ BOX & RELOCATE PALMS (VARIABLE 48" to 90" BOX). ~ DELIVER TO CITY AT BIG CANYON RESERVOIR @-REPAIR AC PVMT (DIGOUT) PER DETAIL 7, SHEET 2 @-CONSTRUCT CURB OPENING PER DETAIL 2 HEREON @-REMOVE EXISTING AND CONSTRUCT 4" AC OVER COMPACTED SUBGRADE @-REMOVE EXISTING AND CONSTRUCT 8" AC OVER COMPACTED SUBGRADE @-CONSTRUCT CONCRETE MODULAR BLOCK GRAVITY RETAINING WALL DISPOSITION NOTES @-PROTECT-IN-PLACE (ITEM AS NOTED) @-REMOVE (ITEM AS NOTED) SHEET INDEX SHEET NO. 1 DESCRIPTION TITIUE SHEET 2 3 4 - 7 8 9 -13 14 15 -16 17 18 19 20 21 22 23 -26 27 28 -31 32 33 -34 35 36 -39 40 TYPICAL SECTIONS & DETAILS PROJECT CONTROL DOVER DRIVE IMPROVEMENTS WESTCLIFF DRIVE IMPROVEMENTS CONSTRUCTION DETAILS -DOVER DRIVE CONSTRUCTION DETAILS -WESTCLIFF DRIVE STORM DRAIN IMPROVEMENTS TRAFFIC SIGNAL GENERAL NOTES TRAFFIC SIGNAL MODIFICATION -DOVER DR AT CLIFF DR TRAFFIC SIGNAL MODIFICATION -DOVER DR AT 16th ST TRAFFIC SIGNAL MODIFICATION -DOVER DR AT WESTCLIFF DR TRAFFIC SIGNAL MODIFICATION -DOVER DR AT IRVINE AVE COMMUNICATION PLAN SIGNING AND STRIPING -DOVER DRIVE SIGNING AND STRIPING -WESTCLIFF DRIVE IRRIGATION PLAN IRRIGATION NOTES & LEGEND IRRIGATION DETAILS IRRIGATION WATER CALCS PLANTING PLAN PLANT LIST, NOTES & DETAILS C-5583 A APPROVAL RECOMMENDED APPROVAL RECOMMENDED REVIEWED DOVER DRIVE AND PAlRICK ARCINIEGA, R.C.E. 70740 WESTCLIFF DRIVE OCS BENCH MARK 3K-24A-82 SET ON THE TOP OF A CONCRETE BRIDGE DECK. MONUMENT IS LOCATED IN THE SOUTHWEST CORNER OF THE INTERSECTION OF PACIFIC COAST HIGHWAY AND NEWPORT BAY CROSSING, 42 FEET SOUTHERLY OF THE CENTERLINE OF PACIFIC COAST HIGHWAY AND 37 FEET EASTERLY OF THE WEST CIVIL WORKS Engineers, Inc. , _________ , ________ _. SENIOR ENGINEER .a..,mt--L. MIKE PIsANI MICHAEL J. sINAcORI, RcE 46214 REHABILITATION END OF THE SOUTHERN GUARD RAIL ALONG BRIDGE. ELEVATION 19.259 NAVD 1988. 3151 Airway Avenu~ Suite T-1 Costa Mesa, CA 92026 (714) 966-9060 M.O.D. DEPUTY DIRECTOR ASSISTANT CITY ENGINEER ~D:_.::AlE=-===::::;::::====l------------~------l DAlE ------IDAlE ------DESIGN5~G DRA\\NDAG CITY OF NEWPORT BEACH R-6045-S l------'""'---+-~=---1 CHECKEMDM DATE PUBLIC WORKS DEPARTMENT SHEET 1 OF 40 FEB 23, 2015 NOTE: DIG OUT REPAIRS TO BE COMPLETED AFTER PAVEMENT GRINDING OPERATIONS AND AS DIRECTED BY CITY. LOCATIONS MAY DIFFER AND/OR BE ADJUSTED FROM THOSE SHOWN ON PLANS SAWCUT (TYP) PER PLAN GRIND AND EXISTING PVMT SURFACE AC OVERLAY PER PLAN -1r ',xi--'------+ I ~ REMOVE EXISTING PVMT SECTION CONSTRUCT FULL DEPTH AC PVMT (BASE COURSE MIX) SEE TYPE A PCC CURB & GUTTER STD-1B2-L FOR INFORMATION NOT SHOWN TYPICAL 'DIG OUT' REPAIR (9 NO SCALE MODIFIED CURB & GUTTER (9 NO SCALE FURNISH & INSTALL N0.5 PULLBOX (TYP) MEDIAN SIDEWALK DOVER RIVE FURNISH & INSTALL CAP (TYP) TRENCH REPAIR PER CITY STD-105-L-B & C FURNISH & INSTALL PVC (SDR 35) SLEEVE(S) SIZE & NUMBER PER PLAN 36" MIN COVER SLEEVE INSTALLATION PER CITY STD-105-L-A & STD-106-L FURNISH & INSTALL NYLON PULL ROPE IN EACH SLEEVE IRRIGATION SLEEVES C) NO SCALE FURNISH & INSTALL FRAME & COVER PER STD-305-L REMOVE & RECONSTRUCT CATCH BASIN TOP PER STD-305-L FURNISH & INSTALL FRAME & COVER PER STD-305-L REPLACE FACE PLATE ASSEMBLY AS REQ'D CATCH BASIN TOP PER , I SQUARE ACCESS LID TO BE REMOVED REMOVE & RECONSTRUCT~----7 STD-305-L I -----✓ I "='·'=\ ,-+------+-, --- I / I I " I --;ROTEC: :,ST/~~ -PLAN VIE:: -L " L --- LOCAL DEPRESSION & GUTTER BREAK & JOIN EXISTING WALL (L-r== I II -\(PROTECT EXISTING I I~ LOCAL DEPRESSION & GUTTER I I I ~II ~ PROTECT EXISTING [_ L_----=-----=-_J _J CATCH BASIN WALLS SECTION VIEW CATCH BASIN ACCESS LID REPLACEMENT PROTECT EXISTING TREES PER PLAN NO SCALE CLEAR & GRUB EXISTING MEDIAN AMEND SOIL PER LANDSCAPE PLANS/SPECS ADD TOPSOIL AS REQUIRED ' ' ' JOIN EXISTING PAVEMENT ELEVATION PAVEMENT OVERLAY PER PLAN ' 1----+ REMOVE EXISTING CURB-/•"LT_" = -- AS APPLICABLE REMOVE EXISTING PAVEMENT I-2' -I SAWCUT FULL DEPTH AC BACKFILL SECTION AS APPLICABLE BACKFILL WITH CLASS '.A' TOPSOIL TYPICAL MEDIAN CURB CONSTRUCTION FULL DEPTH SAWCUT AT\ EXISTING JOINT OR AS DIRECTED IN FIELD BY CITY (TYP) NO SCALE LENGTH AS DIRECTED IN FIELD 3 CONC. VALLEY GUTTER W/MED. BROOM FINISH NEW PAVEMENT SECTION PER PLAN NEW OVERLAY PVMT SECTION\ PER PLAN -\ FULL DEPTH AC BACKFILL NOTES: 6' UNLESS NOTED OTHERWISE 3/B" LIP LIP , - ig.g,~g,f?:.~~~.g,;@gsf?:.~~~ • «'«~'«'«00 «0< COMPACTED SUBGRADE 1. CONSTRUCT WEAKENED PLANE JOINTS IN ALL VALLEY GUTTERS 0 20'-o" O.C. MAX. & AT ALL 90" CORNERS & TANGENT POINTS 2. CONCRETE SHALL BE 560-C-3250 LONGITUDINAL GUTTER NO SCALE NEW/EXISTING CURB & GUTTER 'H'=O" ADJACENT TO BIKE LANE MARINERS PARK VARIES (1.3% to . CURB 24' 24' 17' 21' PG I DOVER DRIVE NO SCALE 64+01.51 to 67+36.05 VARIES 21' 40' ,r---------- J1 J Bc&G SEE GENERAL NOTE 2 (TYP) 40' VARIES 2' MARINERS PARK I FL PG I ~VA~R~IE~S~(~1.~.3~%~t~o~2~.0~%~)~=~~~~~~~=f=~1~.7~%~=:::::=:::::~ ai - - - - - - -1 DOVE~ DRIVE _ _j_~C&G MARINERS PARK SW B C&G B 2 3 SEE GENERAL NOTE 2 (TYP) NO SCALE 63+35.71 to 64+01.51 24' 10' 35' 25' 19' PG 1.7% 21' I DOVER DRIVE NO SCALE 63+01.33 (Lt) to 63+35.71 63+03.72 (Rt) to 63+35.71 15' --- 40' ______ _J rr--- - JI J , Bc&G SEE GENERAL NOTE 2 (TYP) 35' & VARIES (UNLESS NOTED (UNLESS NOTED ON PLANS) SEE GENERAL DOVER DRIVE ON PLANS) NOTE 2 (TYP) NO SCALE 50' & VARIES VARIES 42+25± to 62+00 WESTCLIFF DR to MARINERS DR If VARIES VARIES 4 1 rr--l--71 4 50' & VARIES VARIES ---Li r[ ___ _ GENERAL NOTES 1. EXISTING PAVEMENT IS KNOWN TO CONTAIN PETROMAT. CONTRACTOR IS RESPONSIBLE TO REMOVE AS REQUIRED TO COMPLETE THE WORK. 2. DEPTH OF EXISTING PAVEMENT SECTION(S) ARE NOT KNOWN, HOWEVER, IN GENERAL, WEST SIDE OF DOVER DRIVE -IN AREAS OF STREET REPAIR RELATED TO RECENT SEWER CONSTRUCTION -IS 8" FULL DEPTH AC. DISPOSITION NOTES 0---PROTECT-IN-PLACE (ITEM AS NOTED) 0--REMOVE (ITEM AS NOTED) CONSTRUCTION NOTES 0--coNSTRUCT FULL WIDTH GRIND (2" MAX) AND 2· ARHM OVERLAY r,;\_CONSTRUCT 4" THICK PCC SIDEWALK PER STD-1B0-L & DETAIL 1, ~ SHEET 2 (i)-coNSTRUCT TYPE A PCC CURB & GUTTER PER STD-182-L 0--coNSTRUCT TYPE B PCC CURB (B") PER STD-1B2-L @-CONSTRUCT PCC LONGITUDINAL GUTTER PER DETAIL 4, SHEET 2 _&@-REMOVE EXISTING AND CONSTRUCT 4" AC OVER COMPACTED SUBGRADE ,&@-REMOVE EXISTING Af CONSTRUCT B" AC OVER COMPACTED SUBGRADE t 42' 42' & VARIES 32' VARIES CUR A 23 32' & VARIES VARIES ---ll Vf,RIES I VARIES r[ = = = = r:-ilJ ---======--LJ Li =======-----L~\ ~ C&G~ ----------, ~C&G --- SEE GENERAL NOTE 2 (TYP) WESTCLIFF DRIVE NO SCALE DOVER DRIVE to /RV/NE AVENUE 24' 20' PG 1.7% VARIES I DOVER DRIVE NO SCALE 71+07.54 to 72+03.53 Lt 71+07.54 to 72+10.41 Rt 24' VARIES VARIES 6' PG 40' 40' ~=~~~~~~~~~:::r=~~~~~=:I=~l~.7~%~=::::::::::=5~,r--rf---~;- PLAN C&G r ----Jl VARIES I I VARIES -- --1 -1L---------------J1 L\_ C>G -:\c;:,i,:cf~)----- ---_ _j_~i~ "°"" ~ (UNLESS NOTED DOVER DRIVE ON PLANS) SEE GENERAL NOTE 2 (TYP) I DOVER DRIVE NO SCALE 70+07. 7B to 71 +07.54 B PER PLAN ON PLANS) NO SCALE 8+15.95 to 42+25± PACIFIC COAST HWY to WESTCLIFF DR 50' & VARIES 50' & VARIES VARIES VARIES VARIES VARIES __ I_ 3 SEE DETAIL 8 1 ____ _j MODIFIED p , ,r " vAR.s L------i A (UNLESS NOTED DOVER DRIVE ON PLANS) ON PLANS) NO SCALE 2+00± to 8+15.95 PACIFIC COAST HWY to WESTCLIFF DR 24' 40' 19' VARIES 6' PG 1.7% ,r----------~-~~~~i:=~~~~=f~~~~~JI - - - -SEE GEJ/",.,,_-, DOVE~ DRIVE ~~ PUN NOTE 2 (TYP) NO SCALE 67+36.05 to 70+07. 78 m 0 ro - ~ " " £ (/) sj- 0 I --n / en ~ " " £ (/) C-5583(A) ~ 'H'=3/B" ADJACENT TO TRAVEL LANE/PARKING ~ j "%1/,1/,~W.m77?7n~4: I I //"/////////~'v'~o///~ j : ,------------------------.----.------.-----------------------~--"T"""--------,------------------------------10 PREPARED BY: I I AC PAVEMENT PER PLAN L -_J TYPICAL SIDEWALK REPAIR NO SCALE C) PAVEMENT JOIN AT GUTTER E=) NO SCALE REVIEWED BY: STREET IMPROVEMENTS CIVIL WORKS TYPICAL SECTIONS & DETAILS Ennineers, lncL ✓~----/L,l..._../rf/---1:::=-t---t---------------------r------i PATRICK ARCINIEGA, RCE 70740 0 " ct: / en "' -u 0 u / n ::,, SENIOR ENGINEER DOVER DRIVE & WESTCLIFF DRIVE IMPROVEMENTS 3151 Airway Aveni Suite T-1 ,__ A-+-----+-----------------------+----+-DE-S-IGN_E_D_: -~DR_A_\IIN_:--+--------------------~---------1:;;: Costa Mesa, CA 92 26 ill APR 2016 AS-BUILT DAG DAG CITY OF NEWPORT BEACH R-6045-S 0 (714) 966-9060 - NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: PUBLIC WORKS DEPARTMENT SHEET 2 OF 4Q n .__ ________________________________________________ _._ ____________________ __. _ __. ___ __. ______________________ _._ __ ........ ___ ..;;;t.l"'t.lL....,;.F=EB;....;2::.:5._,.::.20:..;.15;;.&... __________________ _._ _____ ___,/ --0 17+61.70 EC N2173446.07 E6057148.60 11+05.46 BC N2172808.B 1 E6057117.82 9+35.95 EC N2172650.28 E6057177.84 3+70.94 BC N2172096.96 E6057182.69 --------- JJ+19.7J EC N2174817.89 , E6057878.42 30+11.17 BC N2174566.48 t E6057701.65 .1 / FD OCS WELL MONUMENT 1, \ \ ~\ ri I II I ,,, 11,1 ,., ff I ----- FD OCS WELL MONU,, CP-#1710 <:)'<;- ~ ~~ ~ FD WELL MONUMENT 72+84.78 N2178248. 66 E605848J, 70 70+07.78 EC N2178068.35 E6058693.99 63+07.52 BC N2177453.26 E6058982.92 62+79.83 AP N2177425.58 E6058983.37 62+00.92 EC N2177350.37 E6059007.26 N00'55'59"W MARINERS DR I H I Ill II I! I~! 60+42. 65 PCC N2177194.67 E6059032.22 ~"R1 1 / i / I ~ CP-#44 11 I 42+65.95 BC N2175533.90 E6058494.01 ~ ✓ 'I I I 058246.93 \'-1':::,h f I ' ,-.,=.-I ~' ~~~;::-::::: I ,~~ .,.,,,A_, -\ I 1 Ir t -#59 ' P-#995' ~~'' ~ ', ~ P-#57 " ', "'-', "',, FD OCS WELL MONUMtffr, ''' ~ ~,' " ~ ', " ', " " i, I I 1J: I! I ID I I{ :1: II"-, II I ~ J # I '- Ii I I 9 f I c /Hf 1; I' I I,, ' I ~ ID I I I I I g I IHI /ff I !f CP-#56 H I 1,; I/ ,i!_ I I I I I r CP-#58 EXISTING MONUMENTATION DESIGN SURVEY WORK FOR THIS PROJECT WAS COMPLETED AT THE SAME TIME CONSTRUCTION BY OCSD WAS TAKING PLACE. DESIGN SURVEY FOR THIS PROJECT SEARCHED FOR EXISTING STREET MONUMENTS BUT EXISTING MONUMENTS WERE EITHER MISSING OR DESTROYED UNLESS OTHERWISE NOTED ON THIS PLAN. IT IS UNKNOWN IF OCSD PREPARED ANY PRE-OR POST CORNER RECORDS. CONTRACTOR SHALL SEARCH THE PROJECT UM/TS FOR EXISTING STREET MONUMENTS AND PREPARE AND FILE PRE -AND POST CONSTRUCTION CORNER RECORDS. SOURCE OF TOPOGRAPHY AERIAL TOPOGRAPHY BY ARROWHEAD MAPPING CORPORATION OF SAN BERNARDINO, CALIFORNIA ON 12-10-2008. SUPPLEMENTED BY FIELD SURVEYS PERFORMED BETWEEN 11-27-2013 TO 10-17-2014 BY FORKERT ENGINEERING & SURVEYING, INC. BASIS OF BEARINGS OCS GPS GRID VALUES WERE USED FOR THIS PROJECT. GRID AZIMUTIH OF 188" 53' 50" WAS HELD BETWEEN OCS GPS POINTS 6236 AND 6253 AS THE BASIS OF BEARINGS. THE GRID VALUES WERE REDUCED TO GROUND VALUES BY APPLYING THE MEAN COMBINATION FACTOR OF POINTS 6236 AND 6253 (0.999969115) TO ALL THE VALUES, HOLDING OCS POINT 6236 AS THE POINT OF ORIGIN. ALL POINTS WERE THEN ROTATED TO HOLD THE GRID AZIMUTH BASIS. BENCHMARK BENCHMARK NUMBER: 3K-24A-82 DESCRIBED BY OCS 2002 -FOUND 3 3/4" OCS ALUMINUM BENCHMARK DISK STAMPED "3K-24A-82", SET IN THE TOP OF A CONCRETE BRIDGE DECK. MONUMENT IS LOCATED IN THE SOUTHWEST CORNER OF THE INTERSECTION OF PACIFIC COAST HIGHWAY AND NEWPORT BAY CROSSING, 42 FT. SOUTHERLY OF THE CENTERLINE OF PCH AND 37 FT. EASTERLY OF THE WEST END OF THE SOUTHERN GUARD RAIL ALONG BRIDGE. MONUMENT IS SET LEVEL WITH THE SIDEWALK. ELEVATION: 19.26' (2011) NAVDBB DATUM COORDINATE CONTROL CP-#27 MAG-NAIL-NEAR PCH & DOVER NORTHING: 2171808.82 EASTING: 6057255.82 ELEVATION= 15.81' CP-#69 MAG-NAIL-NEAR CLIFF & DOVER NORTHING: 2172940. 96 EASTING: 6057086.32 ELEVATION = 29.21' CP-#1898 SCRIBE 'X' ON ISLAND S'LY OF 16TH & DOVER NORTHING: 2173840.10 EASTING: 6057338. 76 ELEVATION = BO.BO' CP-#1710 SCRIBE 'X' ON ISLAND N'LY OF 16TH & DOVER NORTHING: 2174617.46 EASTING: 6057728.46 ELEVATION = 76,88' CP-#995 SCRIBE 'X' ON ISLAND NEAR WESTCLIFF & DOVER NORTHING: 2175200.85 EASTING: 6058245. 17 ELEVATION = 79.66' CP-#59 MAG-NAIL-NEAR CORNWALL & DOVER NORTHING: 2175624. 71 EASTING: 6058572.37 ELEVATION = 78.57' CURVE TABLE (f) Radius Length Tangent Cl 800.00 262.91 132.65 C2 800.00 565.01 294.87 C3 800.00 656.24 347.85 C4 1000.00 308.56 155.51 C5 2743.00 1776.70 920.77 CB 532.50 158.27 79.72 C7 828.00 700.25 372.60 Delta 18'49'46" 40'27'57" 47'00'00" 17'40'45" 37'06'42" 17'01'16" 48'27'22" CP-#57 MAG-NAIL-NEAR CUMBERLAND & DOVER NORTHING: 2175898. 67 EASTING: 6058735. 78 ELEVATION = 79.68' CP-#43 MAG-NAIL-ETON & DOVER NORTHING: 2176193.03 EASTING: 6058867.59 ELEVATION = 80.52' CP-#58 MAG-NAIL -KENT & DOVER NORTHING: 2176494.91 EASTING: 6058962.08 ELEVATION = 81.01' CP-#56 MAG-NAIL-HARROW & DOVER NORTHING: 2176784.01 EASTING: 6059018.33 ELEVATION = 81.55' CP-#44 MAG-NAIL-SUSSEX & DOVER NORTHING: 2177116.87 EASTING: 6059044.54 ELEVATION = 82.59' CP-#45 MAG-NAIL -LEILA & DOVER NORTHING: 2177850.48 EASTING: 6058894,38 ELEVATION = Bl.BB' m 0 ro -w - ------ro N ------sj- ~ " " .c (/) sj- 0 I -n / en ~ " " .c (/) C-5583(A) ~ ,--------------------------.--~-----r--------------------------r-----.-----------.-------------------------------10 PREPARED BY: REVIEWED BY: STREET IMPROVEMENTS CIVIL WORKS Ennineers, lncL ,~,.._-/L~./rf/---1:::=--t---r---------------------r------i PATRICK ARCINIEGA, RCE 70740 PROJECT CONTROL 0 " ct: / en (I) ::I· SENIOR ENGINEER DOVER DRIVE & WESTCLIFF DRIVE IMPROVEMENTS 3151 Airway Aveni Suite T-1 ,__ A--+----+--------------------------+-----+-D-E-SI_GN_E_D_: --D-RA_\IIN_: --+---------------------~-------t:;;: Costa Mesa, CA 92 26 ill APR 2016 AS-BUILT DAG DAG CITY OF NEWPORT BEACH R-6045-S 0 (714) 966-9060 - NO DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: PUBLIC WORKS DEPARTMENT SHEET 3 OF 4Q n .__ _____________________________________________________ _._ ______________________ __, __ ·......_ ___ __,.__ _______________________ __,.__ __ ........ ___ ...;;M""M"--~FE:::;B--=2=-=5.._, ""'20;;..;1.;;.5.__ ____________________ .__ ______ _, / --0 \ u al Ill 0) "' ~ "' -t' ..J "" It) -8 + 0 -+ -"' -- 2+19.63 36.5' Rt\ '-~c 0 f.3 ii: 0>0 "' 0 -t' ...; --+ -- \ \ OF PAV/ \ \ RAMP OVERHEAD SIGN STRUCTURE & FOUNDATIONS TO J' BELOW GRADE PINE TREES I PALM A TREES -"--i... ~---1 B SW I -- 2 1 I I _J B"CF --- LIMIT OF PAVING 00 0 o· oO .o co+ Ill 0 +--- f;3 Ill (l) C1 C2 CJ C4 C5 C6 -- 0 0 15 0 0 + "" I \ CURVE TABLE Radius Length Tangent Delta 800.00 262.91 132.65 18"49'46" 659.00 456.81 238.02 39•43•01" BOO.DO 565.01 294.87 40·27'57• BOO.DO 656.24 347.85 4,oo·oo· 521.00 283.46 145.JJ 31·10·22" 793.00 150.47 75.46 10"52'19" ----STREE:'F--lf_ ::::,-.._ -----~ -~ al iiE 0)0 "' Ill oi ;: "' "" + "" " --,, --x --,, SW B v-..., 2 ----------- ---- DOVER DRIVE 3 0 0 al + "' -0 0) 19 oi 0 + "' - SW B 2 iiE 0 0 r....: .,,.--:;; r"--I DOVER DRIVE ? 9 ap SCALE: 1 "=40' ap SCALE: 1 "=40' GENERAL NOTES 1. EXISTING PAVEMENT IS KNOWN TO CONTAIN PETROMAT. CONTRACTOR IS RESPONSIBLE TO REMOVE AS REQUIRED TO COMPLETE THE WORK. 2. DIGOUTS LOCATIONS ARE APPROXIMATE AND WILL BE COMPLETED AFTER GRINDING OPERATIONS AND AS DIRECTED BY THE CITY. J. LOCATIONS OF REMOVE AND RECONSTRUCT CURB & GUTTER, SIDEWALK, ETC ARE APPROXIMATE. ACTUAL LIMITS WILL BE AS DIRECTED IN THE FIELD BY THE CITY. 4. ALL EXISTING MANHOLES, VALVE BOXES, PULLBOXES, ETC SHALL BE ADJUSTED TO GRADE. DISPOSITION NOTES 0---PROTECT-IN-PLACE (ITEM AS NOTED) 0---REMOVE (ITEM AS NOTED) CONSTRUCTION NOTES 0--coNSTRUCT FULL WIDTH GRIND (2" MAX) AND 2" ARHM OVERLAY r,;'\_ CONSTRUCT 4" THICK PCC SIDEWALK PER STD-180-L & DETAIL 1, ~ SHEET 2 0---coNSTRUCT TYPE A PCC CURB & GUTTER PER STD-182-L 4 CONSTRUCT TYPE B PCC CURB (B") PER STD-182-L CONSTRUCT MEDIAN TAPER PER STD-107-L CONSTRUCT MEDIAN NOSE FLARE PER SPPWC STD PLAN 141-2 0--ADJUST MANHOLE TO GRADE PER STD-111-L ©--CONSTRUCT CURB RAMP PER STD-181-L-B AND AS MODIFIED PER PLAN ®--CONSTRUCT IRRIGATION SLEEVE PER DETAIL 6, SHEET 2 @-BOX & RELOCATE PALMS (VARIABLE 48" to 90" BOX). DELIVER TO CITY AT BIG CANYON RESERVOIR ®--REPAIR AC PVMT (DIGOUT) PER DETAIL 7, SHEET 2 n -ro - ~ " " .c (/) sj- 0 I --n / en ~ " " .c (/) C-5583(A) ~ ,-------------------------.--""T"-------.------------------------""T"------r----------,,------------------------------to PREPARED BY: REVIEWED BY: STREET IMPROVEMENTS CIVIL WORKS DOVER DRIVE IMPROVEMENTS 0 " ct: / en (I) -u Engineers, lncL l~Q""',...___ /ll..l..:...l,1/--l::::::--r---r-----------------------r------1 PATRICK ARCINIEGA, RCE 70740 SENIOR ENGINEER DOVER DRIVE & WESTCLIFF DRIVE IMPROVEMENTS 0 u / n 3151 Airway Avenue6: Suite T-1 Costa Mesa, CA 92 26 (714) 966-9060 --------------------------------------------+--------------------~------..... -DESIGNED: DRAWN: R 6045 s "' DAG DAG CITY OF NEWPORT BEACH - -'.:: _& APR 2016 AS-BUILT NO DA1E DESCRIPTION OF REVISIONS APPROVED CHECKED: DA1E: PUBLIC WORKS DEPARTMENT SHEET 4 OF 40 n .__ __________________________________________________ __,_ ______________________ ..___· ...,__ ___ ........ _______________________ ...,__ __ _._ ___ -"t.l""t.l.i........;F..::;EB:;....::25"',...:2:..:.01.;..;:5..__ ___________________ ..__ _____ ____,/ -0 "q" 1-UJ UJ I en UJ UJ en 0 0 + 0 N ~ en UJ z ...J I (.) ~ ~ SEE DETAIL 1, SHEET 10 FOR ADDITIONAL INFORMATION SEE DETAIL 4, SHEET 10 FOR ADDIT ONAL INFORMATION SEE DETAIL 3, SHEET 10 FOR ADDITIONAL INFORMATION r----7 \ 2 I I B SW \ \ ~1 \ \ \I - ----- TREE B (j) Cl CB C9 L' 2 CURVE TABLE Radius Length Tangent 1000.00 308.56 155.51 1023.00 254.01 727.66 1946.00 141.72 70.89 swl I Delta 17'40'45" 14'13'34" 4·10·22· (.) a:i "" O> -~ .-J 2 B + "' °" co 16th ST r 42.0' C) /1 .....II C) • + CJ) 39.0' CAST I I 30.0' I I ~f~g~ ~ fli ~ 0.. ~ A G&G (7:~~~ -- -.r-----~-'- r -. o\t 1 • 1-II LIMIT OF ~ 2 c:i " PAVING co + "" °" 40.0' WAYS: I SEE DETAIL 1, SHEET 11 FOR ADDITIONAL INFORMATION SEE DETAIL 2, SHEET 10 FOR ADDITIONAL INFORMATION ,-:;; ---- SEE DETAIL 3, SHEET 10 FOR ADDITIONAL INFORMATION G:l :::, ~ "0 " -o - ...; I") - 9 30 4:0 BP SCALE: 1 "=40' I-LL UJ ...J ~ 0 ...J UJ CD UJ UJ en 0 LO + 0 C") ~ en UJ z ...J I (.) ~ ~ GENERAL NOTES 1. EXISTING PAVEMENT IS KNOWN TO CONTAIN PETROMAT. CONTRACTOR IS RESPONSIBLE TO REMOVE AS REQUIRED TO COMPLETE THE WORK. r---------2. DIGOUTS LOCATIONS ARE APPROXIMATE AND WILL BE COMPLETED AFTER GRINDING OPERATIONS AND AS DIRECTED BY THE CITY. 1 I I ~ PAVING LIMITS 30 4,0 BP SCALE: 1 "=40' J. LOCATIONS OF REMOVE AND RECONSTRUCT CURB & GUTTER, SIDEWALK, ETC ARE APPROXIMATE. ACTUAL LIMITS WILL BE AS DIRECTED IN THE FIELD BY THE CITY. 4. ALL EXISTING MANHOLES, VALVE BOXES, PULLBOXES, ETC SHALL BE ADJUSTED TO GRADE. DISPOSITION NOTES 0--PROTECT-IN-PLACE (ITEM AS NOTED) 0---REMOVE (ITEM AS NOTED) CONSTRUCTION NOTES 0-CONSTRUCT FULL WIDTH GRIND (2" MAX) AND 2" ARHM OVERLAY (";;\_ CONSTRUCT 4" THICK PCC SIDEWALK PER STD-I 80-L & DETAIL 1, ~ SHEET 2 CJ> 0--coNSTRUCT TYPE A PCC CURB & GUTTER PER STD-182-L m 0-coNSTRUCT TYPE B PCC CURB (B") PER STD-182-L ~ 0----coNSTRUCT MEDIAN TAPER PER STD-107-L rn 0-ADJUST MANHOLE TO GRADE PER STD-111-L I!\ ©-CONSTRUCT CURB RAMP PER STD-181-L-B AND AS MODIFIED PER a, PLAN ®-RELOCATE STREET LIGHT PER STD-200-L @-MODIFY & RE-FEED STREET LIGHT SERVICE PER STD-204-L @-coNSTRUCT PARKWAY CULVERT TYPE 'B' PER STD-318-L @-CONSTRUCT COMMERCIAL DRIVEWAY APPROACH TYPE I PER STD-160-L-A @-CONSTRUCT IRRIGATION SLEEVE PER DETAIL 6, SHEET 2 @-MODIFY CATCH BASIN ACCESS LID PER DETAIL 5, SHEET 2 @-CONSTRUCT 2" ARHM OVER 6" AC OVER 6" CMB OVER COMPACTED SUBGRADE ,:;;.,__ BOX & RELOCATE PALMS (VARIABLE 48" to 90" BOX). ~ DELIVER TO CITY AT BIG CANYON RESERVOIR @-REPAIR AC PVMT (DIGOUT) PER DETAIL 7, SHEET 2 N -ro - ~ " " £ (/) sj- 0 I --n / en ~ " " £ (/) C-5583(A) ~ ,------------------------.----.------.-----------------------~--~--------,------------------------------10 PREPARED BY: REVIEWED BY: STREET IMPROVEMENTS CIVIL WORKS Ennineers, lncL ,~,.._-/L~./rf/---1:::::=--t---r---------------------r-----i PATRICK ARCINIEGA, RCE 70740 DOVER DRIVE IMPROVEMENTS 0 " ct: / en (I) -u 0 u / n ::I· SENIOR ENGINEER DOVER DRIVE & WESTCLIFF DRIVE IMPROVEMENTS 3151 Airway Aveni Suite T-1 ,__ A-+-----+-----------------------+----+-DE-S-IGN_E_D_: -~DR_A_\IIN_:--+--------------------~--------1:;;: Costa Mesa, CA 92 26 ill APR 2016 AS-BUILT DAG DAG CITY OF NEWPORT BEACH R-6045-S 0 (714) 966-9060 - NO DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: PUBLIC WORKS DEPARTMENT SHEET 5 OF 4Q n .__ ________________________________________________ _._ ____________________ ___. __ • _._ ___ _._ ______________________ .__ __ ..__ __ ___;;;M"'ML....,;.F=EB;....;2::.:5._, .::.20:..;.15;;.&... __________________ ........ _____ ____,/ --0 I.() ,_ i Cl) f1j Cl) I ,_ .::z:- C) -er ~ 0 co <( f1j Cl) o . - II II (j) C10 Cl 1 I I I I I I CURVE TABLE Radius Length Tangent 274:3.00 1776.70 920.77 5:32.50 158.27 79.72 Delta :37"06'42" 17"01'16" SEE DETAIL 1, SHEET 12 FOR ADDITIONAL INFORMATION i I I Q 2,0 4p SCALE: 1 "=40' ap - TYP CJ) m m OJ m r ---------~ ,,, .... ' / \ I • SEE DETAIL 4, SHEET 13 FO ADDITION L INFORMA ION -------7 I Rij w F/ I + -\ -I LIMIT F PAVING I 01 I I I 2 Q -'ii-=-7 ~o 410 SCALE: 1 "=40' \ I I 810 GENERAL NOTES 1. EXISTING PAVEMENT IS KNOWN TO CONTAIN PITROMAT. CONTRACTOR IS RESPONSIBLE TO REMOVE AS REQUIRED TO COMPLETE THE WORK. 2. DIGOUTS LOCATIONS ARE APPROXIMATE AND WILL BE COMPLETED AFTER GRINDING OPERATIONS AND AS DIRECTED BY THE CITY. :3. LOCATIONS OF REMOVE AND RECONSTRUCT CURB &: GUTTER, SIDEWALK, ETC ARE APPROXIMATE. ACTUAL LIMITS WILL BE AS DIRECTED IN THE FIELD BY THE CITY. 4. ALL EXISTING MANHOLES, VALVE BOXES, PULLBOXES, ETC SHALL BE ADJUSTED TO GRADE. DISPOSITION NOTES 0---PROTECT-IN-PLACE (ITEM AS NOTED) 0---REMOVE (ITEM AS NOTED) CONSTRUCTION NOTES 0--CONSTRUCT FULL WIDTH GRIND (2" MAX) AND 2" ARHM OVERLAY r;;--,_CONSTRUCT 4" THICK PCC SIDEWALK PER SID-1BD-L &: DETAIL 1, ~ SHEET 2 0---CONSTRUCT TYPE A PCC CURB &: GUTTER PER STD-182-L ADJUST MANHOLE TO GRADE PER sm-111-L CONSTRUCT CURB RAMP PER STD-1 B 1-L -8 AND AS MODIFIED PER PLAN ©-coNSTRUCT MODIFIED PCC CROSS GUTTER PER STD-185-L @-MODIFY CATCH BASIN ACCESS LID PER DETAIL 5, SHEET 2 @-REPAIR AC PVMT (DIGOUT) PER DETAIL 7, SHEET 2 -ro ~ " " .c (/) sj- 0 I C-5583(A) ~ .------------------------.--.----.------------------------.---i-;;;;:;;;:;;:;::;;-;;;;;:-------,------=====-::-:=::::-:-:::::-::::~:::------=---,s REVIEWED BY: STREET IMPROVEMENTS ~ PREPARED BY: DOVER DRIVE IMPROVEMENTS NO. / (/) " -u 0 u / n a:; !-l---1----1-----l----l----1-l-+-+-+--+--+--+-+--+--+~!f-+-+-¾l+--+--+-+-+--+--mf-t--t--t--t--t-'<.ll !.,J 4 f2 f2 p a:;,l--+-+--+--+--+----t------t .... -1 0~--+----l-l-t-+-+-+++-+--+---t----ll-t-t-+-+++-+-+--+----!-1-t-+-+--t---t---t--+---t---t-----i-i-11111 '+--+---'.c::;::l"'f-l -+--t----l-t--t-~j l=-t--t---t--t---t-,~l'.:"':_j...--l-----l-----1-l--l--l---l--l----l---l--+--+----l----ll-1-+-+---l-++-+-+--+----\-l-fl~ll,f:e1-: --t---t----11-t-t-+---t--t--t---t--;;a:;:lt_ ---t----1-t-111--t-111111-1111''-' _, "l f L.! !+--+~'f~--+----l-l-+-+-+-+++-+--+---t---"'1il~t-+--\:ril~++-+-+--+~~L-i-J---l--i~0m0~__.j~l-+-+-+-lJ.J-.J,J---l-~l-+--l--+++--l----t---t---l-(-t-t--¼l~++-+-+---l---jf-l-+-+-_µ~i4--+-+-+---l-l-l-+-+-+++-+-+--+----j-~:E-t-t-+++-t--t~~r t-t-t-+++-+-t---t---i-t-t-t-t-t--t--t--t-t---t1-i-t-t-11111111111111111 ..i Ir? h ~ £i +,~r;:i'---l---l----1-----11--l--,4-+-+--+-c-+, R_B+-+-+-+--+--+-+-+---+----ll--t-+-+--t---t--t---'/')l;cl;------t----J-,,,,,,,---,8_,,1~LL:o.+--+--+-A ~L WL N·i:+--+-+-----t----t-----ii--,----,---,----;--,-~ ~ ~ ~i~-,i,l-: --l-----1-----ll----1-+-+-+++--l--+--+----\-l-l-+-+-+++-+-+--+-----l-t-t-+---t--t--t--+--t---t-----t-----ii-t-t--t-ti l+--+-+-+---+----11---t--+-+--+--+--+--+-+--+----t-d "IH--+--,+ ix!i-t-+-+--t---t--.;t ~+--+--+--+-+-st-,-~ "I ""I • ~ ~~ ~~,%4! o.J5% "' ,e:-5%1--l---l--l---l---1--+--l----l-----1-l--l-~1=.-++-+-+--+----l---11---t-t-~±i':1·,ll.e~4-+-tf-+--+-----l-t-t-t---t--t--t--t---t---t---t-----i,~iiil+-+--1----+--l-f-+!:,J~~+++-+-+--+---i-f-t-+-+-+++-+--t--t----lf---t-t-t-+++-+-t--t--i-l-t-t-t--t---t---t--t---t---t---1-i • 35% I __l - -I I !Of-!0-+-+-if---t----l-t-+--t _, Q-. -. --L _______ ,.""J,~v -t--t--_t--H~ _ _ O;-.5% --,-------- , l---+--+--+--+--+--+--:li"':---1---1---1---1---1---1---1---1---1---1-t-t-t-t-t-t-t-t-t-t-t-t-t---t-~IL LLLLLLLLLLLLLLLLLL~~WWWWWW_j_j_j_j_j_j_j_j_j_j_j-J:---!-l-l-l-l-l-l-l-l-l-l-l-l-l-l--+--+--+--+.ai~+-+-+-+-+-+-+-+-+-+-+-+-+-+-+-+-+-b~t-t-t-t-t-t-t-t-t-t-t-t-t-t-t-t-t-t-t-111111111 ;-~ ,. ~-~--1-1--+-+---l----l---1---l----l---l---1----11--+-+-+-+--+--+-+-+--+----l-t-t-+-+-1 o"--o~f2 vi'~ !t,J_--I---J-----l---l----l-----11--+-+-+-+--+--+--+-+--+----l-t-t-+-+--t--+--+-+-iC! -0 ~ ~ ...,__._-'8~· -l--+41,.,..!;fL l--+-+-+-+++-+-+--+----1-1-t-t-+-+++-+--+--+----!1-t-n ~,i;r;:i~· +++-+-+--t-t,FPI -+--+--+-+-+--+----11--1--+-+--+--+--+--+-+-----t------i-,,g ~ 0 -~-t 1--l--+-+-+-+--+--+-+-+--t----l-t-t-+-+-+--+--+-+-+--t--11-t-~st-+!O +~- "' • '---l---l--+--+----l----ll-1-+-+---l-++-+-+--+----\-I--Hsq,f-+-+++-+--t-t-----i-t-t-+---t--t---t--t---t---t-r"!ls:1@;·\;:©:.......+---11--1---1--+---l--l--+-+-+--+--+-l--+-+-+-+--+--+-+-+--+--l-t-t-+-+-I -o:-:rz -,..., !-l-+----;8-CD=D=l=+UU++:U+-l-++-+-H-+-+-t-l--l---l-++++-t--i---l-+++t+~++++++++++++++++mH-t++++++++++++++t+t-H+-t+t+t+ttttttt-tt-t-t-lti-ti-t-t-tttttttttt-11111111=1j=t1=t!rt1 <CE±N IERL NE !l.__j__j_J_j_j_l-t--.)__j__-4-_.i_+--+-l----+_J-f--l-+--+--+--+--+--l----+--l-1f-l-+--+-+++-+-+--+---j-t-t-+-+-+++-+--+--t----l-t-t-t-t-++-+-+--t--i-i1-t-t-t--t---t---t--t---t---t---1-t-t-111111111-i-11111i~ ·~·~ ai u • I xi I ---l-+--1---1--l---+----1-Jlb~ICC==+--+--l---+----l-l-+-+-+-++-+-+--+-t----ll---t-t-+-+++-+--+--+-----l-i-t-t-ti 1 1-+_J;\~--+--4-l-l--l--l-+++-+--l--l--j-l--l-+-++++-+-+--+-11-l-+-+-+++-+-+--+-t-f-t-t-+-+++-+-t--+-i-t-t-+-+-++-t-t--t--t-it-t-t-t-1111111~~~~tm>1ciF\,ClVlg-l11-111111:t:; 10·"-l--+-+--+----11----t--+=,-,d--n·,,-caR" H X/STING TOP O C RB r:.§..--J---l---t---11--+-.J/-+-+--+--+-+-+--+----l-t-t-+--t-«;"i!I' al,.J_..L-i---l----l-----l----1---1-1-+-+-+--+--+--+-+--+--+--ll--t-+-+-+-+--+--+-+--+----1-rl tl-l_[J_J_J_LLL-L-..!-_J__+_j_-l._j_J_l--l--l--l-+--l--+-+-1--1--ll-1--l--l-+++-+-+-+-4-l-+-+-++++-+-+--+-t-l-t-+-t-++-+-+--+-t-tf-t-t-t-+++-+-t--t-t:_f-t-t-+-t-1-t-t--t--t-1-t-t-t-t-1~0~1!::!a .... ~ l!LLJ_J__J__j_LJ_j__J_J_LJU-I-J_-l--W-+++-+-+-l-+±-W~+~~W=6+hh-+-+++-+--t-+++-H-++++-H+++-H-+++-H-+++i1HH++t-H-++t-H--t-t--t-H-'--'"J"-f11MH111~w~11H111h f oo,_j__1--1----4----1----1--1----J.--+--1-+-+-1--+-+--+-+--jf--+-+--+-+-1-+-+-+-+-+--+-t-i I ---r-0. 3~ ~ . ✓--- 62 63 f;:l I 64 SEE DETAIL 1, SHEET 13 FOR ADDITIONAL INFORMATION 65 66 67 68 69 ) 0 70 SEE DETAIL 2, SHEET 13 FOR ADDITIONAL INFORMATION I') ~- " --J Oo + . -o " "' 71 LB Q_LJ R,P-l--l----1-++-1-++-1-++-+--+-+-+-+-+-++-1-++-1-++-+-++-+-t-J......L.-'--!......l....j S=~'F-'~c:, \!ti\= ,, -!Oo "d ,i; + +o . ....- \\\ONSTRUCTION NOTES ~ 0-CONSTRUCT 4" THICK PCC SIDEWALK PER STD-180-L &: DETAIL 1, ~ SHEET 2 0--CONSTRUCT TYPE A PCC CURB &: GUTTER PER STD-182-L 0--coNSTRUCT TYPE B PCC CURB (8") PER STD-182-L (;;"\_CONSTRUCT CURB RAMP CASE 'H' PER STD-181-L-B AND AS ~ MODIFIED PER PLAN 0---CONSTRUCT MODIFIED PCC CROSS GUTTER PER STD-185-L t::;\_ CONSTRUCT COMMER/CAL DRIVEWAY APPROACH TYPE I PER ~ STD-160-L-A @-MODIFY CATCH BASIN ACCESS LID PER DETAIL 5, SHEET 2 Q._CONSTRUCT 2• ARHM OVER 6" AC OVER 6" CMB OVER COMPACTED ~ SUBGRADE ro CD - I I I Bp -@-CONSTRUCT PCC LONGITUDINAL GUTTER PER DETAIL 4, SHEET 2 ~ &@-REMOVE EXISTING AND CONSTRUCT 4" AC OVER COMPACTED ;; CURVE TABLE © Radius Length Tangent C13 828.00 700.25 372.60 C/4 500,00 136.81 6B.B4 C/5 35.00 16.72 8.52 C16 30.00 47.12 30.00 Delta 48'27'22" 15"40'39" 27"21 •59• 90'00'00" SUBGRADE 1 - &@-REMOVE EXISTING AND CONSTRUCT 8" AC OVER COMPACTED 5- SUBGRADE 2 DISPOSITION NOTES <lJ &@-CONSTRUCT CONCRETE MODULAR BLOCK GRAVITY RETAINING WALL ~ C-5583(A) "' ~------------------,--,----,-------------------,---iciRE""VIEru:WE~D:-;;Biv-Y:-----r------;S:::;T~R~E:;:E::;T~IM-;;P~R::;-:O~V;:-;;:E;:;M;;:E:;:N;:;T:;S:-----:........:..,] PREPARED BY: / 0--PROTECT-IN-PLACE (ITEM AS NOTED) 0---REMOVE (ITEM AS NOTED) CIVIL WORKS DOVER DRIVE IMPROVEMENTS en <lJ C:n1ninee,rc Inc vU~J;l/-{:::=:-t------t-----------------------1 --1 PATRICK ARCINIEGA, RCE 70740 C:J ::,111 I.;,, II I .. '-<if--'...__ 1 SENIOR ENGINEER DOVER DRIVE & WESTCLIFF DRIVE IMPROVEMENTS 3d1siaAk":s°!, t)'g~~2~uite T-l 1-/1\.,..1 -1--A-P-R -20_1_6 -1-A-S--B-U-IL-T--------------------+--~-;;D:;:;ES:;;IGN;;-;;;ED;:=: :.::.DA::.G~DRiA~l'IN~::.:..___DA-Gt-----=-C::::..:.I T=Y:..:..:O:.:..::F~N-=--=E=-W..:..:.:P:.:O:..;_:R:.:T:::.:....:B~E~A~C.:..H::...;.;.:.;;__;_;_:;r";R::;--6~0;--:4;-;5;::----;s;--""1 ~ L ________________________________________________ _l_ ______ <_71_4_)-96_6_-9_0_60 ___________ ..1..:.::No::.·..1.._:D::,:AlE.::._-1.:D=Es=cR:.:::1P~n.::ON:.:....::o.:...F..:.:R::EV1::.:s::.:10.:...Ns:_ ______________ ...1..A_P_PR_o_VE_D.J.._cH_E_cK_rn_:---!t.1!!!!MLD..!.t.:!~~:~2s~.-=20~1.:::JsL-____ P_U_B_L_I_C_W_O_R_K_S_D_E_P_A_R_T_M_E_N_T ___ _,___sH_E_ET_7 __ oF_4_O___.? I- I (9 a:: w > 0 Ill <( w w en 0 0 + O') .... I • I I . i I ~I I I I I -~ /I I I • SEE DETAIL 1, SHEET 11 FOR ADDITIONAL INFORMATION ' SEE DETAIL 2, SHEET 13 FOR ADDITIONAL INFORMATION r-----7 MODIF/£D ~---, ..... ~ ...::::.-~--+--• 2 SEE DETAIL 1, SHEET 13 FOR ADDITIONAL INFORMATIO\J i--------11 MODIF/£D I I 14 I 8 I L __ _:~ ~=-;::;;II ~ _,: __ -•~-1 __ --___ -_-__ -_-_ ;_1cu_~----,-~~------ WESTCLIFF DRIVE ------• ---· ------ SEE DETAIL 3, SHEET 13 FOR ADDITIONAL INFORMATION r----------1 I 2 ~3 2 3 I I I B SW ~ ~is. C&-GI + C "l ~~£ L--- • ,1\-------;rtt.. ■ B SW 2 Q 30 4p Bp II II ILl <( 1. w z > SCALE: 1 "=40' 0:: 27+97 ~ --,=-r--- - - - ---'"---c{t'<,--------' en w z ..J I 0 B SW 2 • I 9 111 --_-_-_-· _-_-_ .....::,.,_ --------\ .......,___(_.__----~---~--~-~--~-~---D-R-=IV..::::::-_E=--· -1-'d---;--!-l-ll"rf-:F 3:~_-:::----"11----- 1 ~3 : I II ~ ~ ~TLANql D I II II I I II II I 11 II II II 11 11 CURVE TABLE (j) Radius Length Tangent C12 1500.00 B7.14 43.5B Delta 3·19'43" L___ II SEE DETAIL 4, SHEE 13 FOR ADDITIONAL INFORMATION Q 304p ap SCALE: 1 "=40' I-LL w ..J s 0 ..J w Ill w w en 0 0 + O') .... ~ en w z ..J I 0 ~ ~ GENERAL NOTES 1. £XISTING PAV£M£NT /S KNOWN TO CONTAIN PITROMAT. CONTRACTOR IS R£SPONSIBL£ TO R£MOV£ AS R£QU/R£D TO COMPL£T£ TH£ WORK. 2. DIGOUTS LOCATIONS AR£ APPROX/MAT£ AND WILL B£ COMPL£T£D AFT£R GRINDING OPERATIONS AND AS DIR£CT£D BY TH£ CITY. 3. LOCATIONS OF R£MOV£ AND RECONSTRUCT CURB & GUTTER, SIDEWALK, £TC AR£ APPROX/MAT£. ACTUAL LIMITS WILL B£ AS DIR£CT£D IN TH£ F/£LD BY TH£ CITY. 4. ALL EXISTING MANHOLES, VALV£ BOX£$, PULLBOX£5, £TC SHALL B£ ADJUSTED TO GRAD£. DISPOSITION NOTES 0---PROT£CT-IN-PLAC£ (IT£M AS NOT£D) 0---R£MOV£ (IT£M AS NOT£D) CONSTRUCTION NOTES 0-coNSTRUCT FULL WIDTH GRIND (2" MAX) AND 2" ARHM OVERLAY (';;'\_ CONSTRUCT 4" THICK PCC SIDEWALK P£R STD-1 B0-L & DETAIL 1, ~SH££T2 0--CONSTRUCT 7YP£ A PCC CURB & GUTTER P£R STD-1 B2-L (';;\_CONSTRUCT CURB RAMP P£R STD-1B1-L-B AND AS MODIFIED P£R ~ PLAN CONSTRUCT MODIFIED PCC CROSS GUTTER P£R STD-1 B5-L R£LOCAT£ STR££T LIGHT P£R STD-2D0-L 11 MODIFY & R£-F££D STR££T LIGHT 5£RVIC£ P£R STD-204-L @-coNSTRUCT COMMERCIAL DRIVEWAY APPROACH TYP£ I P£R STD-160-L-A @-CONSTRUCT COMMERCIAL DRIVEWAY APPROACH TYP£ II P£R STD-161-L @-MODIFY CATCH BASIN ACCESS LID P£R DETAIL 5, SH££T 2 @-REPAIR AC PVMT (DIGOUT) P£R DETAIL 7, SH££T 2 0 -ro - ~ " " £ (/) sj- 0 I --n / en ~ " " £ (/) C-5583(A) ~ .------------------------.----.----~---------------------,,---------.-----------.-------------------------10 PREPARED BY: REVIEWED BY: STREET IMPROVEMENTS WESTCLIFF DRIVE IMPROVEMENTS 0 " ct: / en (I) -u 0 u / n PUBLIC WORKS DEPARTMENT SHEET 8 OF 4Q 5-, \ ------\ ------ \ \ \ \ Iii I I I I I I I 1~1 , 1"'1 LIMIT F PAVING I I \ I I \ I I 1,J \ I~\ I _,, , ,a; I I I I \ \ I I \~\ , I"' I I \ I I \ \ \ ~\ \~\ \ \ \ \ \ \ \ \ \ \ \ \~,\ ,a; ~ \ \ \ I I \ \ \ \ \ \ \ \ \ \ \. t---------1 I I I I I I I \ \ \ \ \ \ \ \so.o' \ \ \ \ \\ \ \ 2 \ \ \ RE:(AINING CURB \ \ PLANTING AREA \ \ \ \ \ \ \ \ \ \ \ ( \. SAWCUT & JOIN --- ----- --- ---------------------------------------------------------------------------------------------------..:: -------------..:: ------ SAWCUT & JOIN --....::: --------.....::: -------~ -------~ ---- VARIES TYPICAL SIDEWALK REPLACEMENT (!) NO SCALE 10.0' PLANTING SW TYPICAL MEANDERING SIDEWALK ~ NO SCALE DISPOSITION NOTES 0--PROTECT-IN-PLACE (ITEM AS NOTED) 0-REMOVE (ITEM AS NOTED) CONSTRUCTION NOTES 0-CONSTRUCT FULL WIDTH GRIND (2" MAX) AND 2" ARHM OVERLAY (";;\_ CONSTRUCT 4" THICK PCC SIDEWALK PER STD-180-L & DETAIL 1, ~SHEIT2 ®-~PE A2 P CUR PER CALTRANS RSP AB7A .- ~ CONSTRUCT CURB RAMP CASE A P CAL 'ANS R P ABB'A & AS MODIFIED PER PLAN. YELLOW TRUNCATED DOMES CALTRANS RIGHT-OF-WAY N N ro - ~ " " .c (/) sj- 0 I --PACIFIC COAST HWY MEDIAN ISLAND IMPROVEMENTS C) ? r 1P 30 @--coNSTRUCT CURB RAMP CASE G PER CALTR'ANS RSP ABB'A & AS MODIFIED PER PLAN. YELLOW TRUNCATED DOMES IN CALTR'ANS RIGHT-OF-WAY n / en ~ " " .c SCALE: 1"=10' (/) C-5583(A) ~ 0 PREPARED BY: REVIEWED BY: STREET IMPROVEMENTS ~ CIVIL WORKS CONSTRUCTION DETAILS ! Engineers, lncL 1~......___ ;u...c..HL.1:::=-1-----,------------------+-----1PATRICK ARCINIEGA. RCE 70740 DOVER DRIVE J 3151 Airway Aven~ Suite T-l i--:::---r---i---------------------+-----l-=-==S::-E_NIO_Rr:Ec::-NG.,.,,.1N"""EE_R -+---.::.D.:::.OV..:..;E=-:R..:....::.D:...:.Rl:...:.V.=E..=&:....:W..:..:E::.:S:...:T..=C:.::.Ll:.:....F.:....F..:::D.:...:R::...:IV..::E~IM~P:....:R~O:::..,V;....::E:.:.:M::::E:.:..:N:...:.T.::::S __ --1 :::, Costa Mesa, CA 92026 A1 APR 2016 AS-BUILT DESIGNED: DRAWN: R 6045 S st' (714) 966-9060 Ln DAG DAG CITY OF NEWPORT BEACH --;: NO. DA TE DESCRIPTION OF REVISIONS APPROVED CHECKED: DA TE: MM FEB 25, 2015 PUBLIC WORKS DEPARTMENT SHEET 9 OF 40 5- --o X \ cl \ SAWCUT & JOIN (.'.) r RECONSTRUCT C&G 12 SAWCUT :8 & JOIN (TYP) ~ 4.0' DOVER DRIVE SAWCUT & JOIN "" 1. 1% - 28.0' ..,. !Q. ~ ~~ ;t 0£ "' G t,::. <o --~~ G I I I I I I I I I I " '-...: I __ L ___ 2£.. MAX 5" 4.0' I+-...; ~ r,.. ~ C&G G ----G-- DOVER DRIVE DRIVEWAY CONSTRUCTIONC) ? r 1P 30 DOVER DRIVE DRIVEWAY CONSTRUCTION C) ? r 1P 30 SCALE: 1 "=1 O' MOO r ----.. I ) 12' I I ---SAwcur - ...... t--------------~~~ 00 0') "' ~~ '- G u ~ le :J' :;? ~ '-G DOVER DRIVE DRIVEWAY CONSTRUCTION(:) ? r 1P 30 MODIFY /RR/GA TION & REPAIR TURF SCALE: 1 "=1 O' I LJ 12.5'± 8.0' 2% DOVER DR ,--r , rr u L __ --- / I T----- coNc[fl L _J_ ---- TYPICAL SIDEWALK WIDENING NO SCALE & JOIN (~ G SAWCUT & JOIN ------- ~o------------e-? 2 I PER PLAN 4.0' 5.0' MIN ---50.0· ::::---::::-- A PER PLAN DOVER DR //-0 1/ 1/, 1/, 1///////// STREET PAVING PER PLAN 0 ~ '"" ~ ~ ~-)( .., r,.. ~ o· <o 0') 0 1-- DOVER DRIVE r...: <o . ·o r,.. r,.. ID r,.. r,.. r,.. r,.. -..., (.'.) SCALE: 1 "=10' I I ® ~ 0 .., " r,.. ~-)( <o. "' 1--r::: g SAWCUT & JOIN ~ 2 gi ~ " " r,.. r,.. '- DOVER DRIVE DRIVEWAY CONSTRUCTIONC) ? r ,p 30 NEW CURB PER PLAN FULL HEIGHT CURB FACE SCALE: 1"=10' DISPOSITION NOTES 0--PROTECT-IN-PLACE (ITEM AS NOTED) 0--REMOVE (ITEM AS NOTED) CONSTRUCTION NOTES 0---CONSTRUCT 4" THICK PCC SIDEWALK PER STD-180-L & DETAIL 1, SHEET 2 "" N ro FULL DEPTH AC (6" MIN DEPTH) DRIVEWAY PER FULL DEPTH AC BACKFILL o• CURB FACE 0---coNSTRUCT TYPE A PCC CURB & GUTTER PER STD-182-L 0--coNSTRUCT TYPE B PCC CURB (8") PER STD-182-L @--coNSTRUCT PARKWAY CULVERT TYPE 'B' PER STD-318-L CITY STD DOVER DRIVE TYPICAL DRIVEWAY (9 NO SCALE CURB TRANSITIONC) NO SCALE @-CONSTRUCT COMMERCIAL DRIVEWAY APPROACH TYPE I PER STD-160-L-A (:.;\_ CONSTRUCT COMMERCIAL DRIVEWAY APPROACH TYPE II PER ~ STD-161-L ~ (I) (I) .c (/) "" 0 I --n / en ~ (I) (I) .c (/) C-5583(A) ~ ,-----------------------.---.-----.-----------------------~--~--------,-----------------------------10 PREPARED BY: REVIEWED BY: STREET IMPROVEMENTS CIVIL WORKS CONSTRUCTION DETAILS Ennineers, lncL,~....._,. /t.<...c.../rfl--l:::::=--t-----r-------------------t----1PATRICK ARCINIEGA, RCE 70740 DOVER DRIVE 0 (I) ct: / en (I) -u 0 u / n ::I· SENIOR ENGINEER DOVER DRIVE & WESTCLIFF DRIVE IMPROVEMENTS 3151 Airway Aveni Suite T-1 ,__ A-----------------------------+----+-DE-S-IGN_E_D_: -~DR_A_\IIN-,--+--------------------~--------1 ~ Costa Mesa, CA 92 26 ill APR 2016 AS-BUILT DAG DAG CITY OF NEWPORT BEACH R-6045-S ~ (714) 966-9060 . NO DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: PUBLIC WORKS DEPARTMENT SHEET 1 Q OF 4Q n .__ ________________________________________________ _._ ____________________ __. __ • _._ ___ _._ ______________________ .__ __ ..__ __ ___;;;t.1"'t.lL....,;.F=EB;...;2::.:5._, .::.20:..;.15;;.&... __________________ ........ _____ ____,/ -0 __,-6''\J,J 6,IW -----,..,----6''W ----------- ------ 3 (X) ----- - 35+65.44 EC 27.9' Lt (81.25 TC) (80.84 FS) ------ JOIN EXIS . NCi ffi LIMIT OF PAVING (TYP) l /AC PVMT ( PER PLAN ,:, ~;-:;- IC I I ,, ! FLOWLINE ' LOW FLOW CUR 1 11 +25.03 PRC 38.6' Lt 81.17 TC 80.50 - U1 I ,~ (X) I CD 3. I I 81.~0 TC 80.r 3 IFS I I I o U) U) ' ro I ~ I I I U) (X) I c::: 0 LL LL _J (.) I- C/) UJ ~ CD I I I I I I l ! I I I I cr+fo~l t I I CD I I I I I • r ! I I (') w w w I I l sTREET If I I I I I I I 35+66.16 BC 24.0' L_!,,..- 81 . .JD-TC ..,-80.80 FL (X) I I 3 .o· DOVER DR/WESTCLIFF DR (WEST) INTERSECTIONC) ? r 1P 30 LOCATION :"" ~CA~LLo'="'u=T 0 PER PLAN ~ I SCALE: 1"=10' URB OPENING -PLAN VIE NO SCALE 5.0' 5.0' VARIES PLANTING SAWCUT & JOIN EXISTING --)AIAC-- TYPICAL CURB & SIDEWALK NO SCALE I I I I I I '/ * .1 3 II"" [y DISPOSITION NOTES 0---PROTECT-IN-PLACE (ITEM AS NOTED) 0--REMOVE: (ITEM AS NOTED) CONSTRUCTION NOTES 0 I ~ 0--CONSTRUCT FULL WIDTH GRIND (2" MAX) AND 2" ARHM OVERLAY ffi '2\--GO/\'SFRUeT 4" T.' I/Cl< .nee S.'DE;w.~!.J( .!2£R 5+9 180 I: & QUA.'!: 1, ~ Si1,1EET 2 0----coNSTRUCT TYPE A PCC CURB & GUTTER PER STD-182-L CONSTRUCT TYPE B PCC CURB (8") PER STD-182-L CONSTRUCT CURB RAMP PER STD-181-L-B AND AS MODIFIED PER PLAN @--MODIFY CATCH BASIN ACCESS LID PER DETAIL 5, SHEET 2 --- L{) N (X) - ~ " " .c U) sj- 0 I --n / en ~ " " .c &coNsmucr CURB o.nc:.~1.,•o PER BEFA,'L 2 ,','EREON C-5583(A) ~ .-----------------------,----r---"'--..---------------------..------,----"''---___;::;__ __ ---r-____________________ ---=----'---12i PREPARED BY: REVIEWED BY: STREET IMPROVEMENTS CONSTRUCTION DETAILS DOVER DRIVE DOVER DRIVE & WESTCLIFF DRIVE IMPROVEMENTS 0 " ct: / en (I) -u 0 u / n -------------------------------~--------------------~-----..... - CITY OF NEWPORT BEACH R-6045-S ~ APR 2016 AS-BUILT DESIGNED: DRAWN: DAG DAG NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DA TE: MM FEB 25, 2015 PUBLIC WORKS DEPARTMENT SHEET 11 OF 4Q '.]--, j ii r 11;1 I ,1 I_. I I· I 1 11 , 1 , r( ,:; :, I I I I /' I e I i -2Ji' 1j__1J -I L,_ /~ 10+49. BCR ~ I 1! 7 j 1 .o· Lt i1 1" 1 I r---~(7;':)921 TC I I :! JOIN57 xiif 11 -i' I " --. L I '--ti, I / I ---- ' I I I I I t------b I I I' I I I I I I I ff I I •I Ii Llt.fi'tr OF/ 1P1VING I I I ' I I I I I I • 11 -· 10 . 17.0' Rt (i.28 TC) (7 .56 FL) J IN EXIST TR£ R • OT PRUNE AS RE 'D ----------------------------------- l I I I X ' ( I \ \ I ' I I )( REQ'D - ~ II 1: ,1 , rk I I I ---f ~-_J , "1 I I ~ ----~ I l I ,1 !/--[ ......_ ---lm=49.:;J BCR '\ I \ 17.0 Lt (80.02 TC) (79.52 FL) JOIN EXIST PRUNE AS REQ'D ---- !,-, v--- 1 I I I I I 1 I I I I I I I I I I I I I I I I I I I I I ,/,-V"'L ----- ---' ------ LIMIT OF PAVING --- 10+49.24 £CR 7.0' Rt (BO.OJ TC) (79.53 FL) JOIN EXIST ----------- @ ,=--=--=r==~~-"-_ _ _ _ _ _ _ _ _ _ _,.. -0.25% ~ ---=-=-=-_--=--:.._------:-------= .:; --=-- LIMIT OF PAVING 10+49.JJ £CR I -1~Rt (80.96 TC) (B0.44 FL)--X X - ------- ----------- L-------------------------------------------------------------~=--=------------------~------'-b..a...~------- DOVER DR CROSS GUTTER DETAILS~ \l 1p 30 4p DOVER DR CROSS GUTTER DETAILS8 \l 1p 30 4p ----x-- 10+49.36 BCR 18.0' Lt ~ -=--=-=---== =-== .::..-----=--= - 11 11 11 11 11 11 11 11 11 I SCALE: 1 "=20' ( ~~~~~~--~-==~ - 0 ~I L□J ,.- DOVER DR CROSS GUTTER DETAILS(:) \l 1p 30 4p SCALE: 1 "=20' SCALE: 1 "=20' \ 1 \ "-.---l-"5,.,,..,,.,'iii111 ---= G""""-= -=,:; __,...... -""C"'"~ G"'= - - --------------=--=-~TV"' - - - - - - - - - -"""CA,.,--=--=--=- DOVER DR CROSS GUTTER DETAILS~ \l 1p 30 4p SCALE: 1 "=20' DOVER DR CROSS GUTTER DETAILSE:9 \l 1p 30 4-p SCALE: 1 "=20' DISPOSITION NOTES CONSTRUCTION NOTES ROOT PRUNE AS REQUIRED TO RECONSTRUCT C&G 0---PROTECT-IN-PLACE (ITEM AS NOTED) 0--coNSTRUCT FULL WIDTH GRIND (2" MAX) AND 2· ARHM OVERLAY (';;\_CONSTRUCT 4" THICK PCC SIDEWALK PER STD-180-L & DETAIL 1, ~ SHEET 2 SW~ [_::r PAVING PER PLAN DOVER DR [..,n===::=:~=-------------- TYPICAL CURB & GUTTER RECONSTRUCTION NO SCALE 0-coNSTRUCT TYPE A PCC CURB & GUTTER PER STD-182-L /o\_CONSTRUCT CURB RAMP PER STD-181-L-B AND AS MODIFIED PER ~ PLAN 0----coNSTRUCT MODIFIED PCC CROSS GUTTER PER STD-185-L TREE ROOT U) N ro - -n / en ~ (I) (I) .c (/) C-5583(A) ~ ,------------------------.-----.-------.------------------------~--"T"""--------,------------------------------10 PREPARED BY: REVIEWED BY: STREET IMPROVEMENTS CIVIL WORKS CONSTRUCTION DETAILS Ennineers, lncL,~..,._.___ /t.<...,c.../rfl--l:::::=--t-----r-------------------t-----1PATRICK ARCINIEGA, RCE 70740 DOVER DRIVE 0 " ct: / en (I) -u 0 u / n ::I· SENIOR ENGINEER DOVER DRIVE & WESTCLIFF DRIVE IMPROVEMENTS 3151 Airway Aveni Suite T-1 ,__ A-+-----+-----------------------+----+-DE-S-IGN_E_D_: -~DR_A_\IIN_:--+--------------------~--------1 ~ Costa Mesa, CA 92 26 ill APR 2016 AS-BUILT DAG DAG CITY OF NEWPORT BEACH R-6045-S ~ (714) 966-9060 - NO DA1E DESCRIPTION OF REVISIONS APPROVED CHECKED: DA1E: PUBLIC WORKS DEPARTMENT SHEET 12 OF 4Q n .__ ________________________________________________ _._ ____________________ ___. __ • _._ ___ _._ ______________________ .__ __ ..__ __ ___;;;t.l"'t.lL.....;.F=EB;....;2::.:5._, .::.20:..;.15;;.&... __________________ ........ _____ ____,/ ---0 62+24.8J JcR 24.5' (82.10 TC) (81.60 FL) 10+J8.74 BCR 21.0' Lt (82.25 TC) (81.75 FL) I I~ I I o:: I I ~\t ~ I \ \\ . I i: \ i \ 10+49.J5 ECR 19.0' Rt (82.44 TC) (81.90 FL) 6J+01.JJ BCR 19.0 Lt 82.50 TC 82.00 FL 6J+16.54 19.0 ~t 82.55 C C, " I -I 82.0 FL C, .......... ~-~~....--++---- -C/~ ....... _ .. _. ·, . . : ---;-------- ------ ---- DOVER DR/MARINERS DR INTERSECTIONC) Q j 1p 30 SCALE: 1"=10' SIGNAL POLE SEE SIGNAL PLANS B 0 VARIABLE HEIGHT-1------'<-ll-' ---.-v;,;.-- RETAINING CURB (/) CX) I ~1.64 (81.02 I I ........,I II _(f) I I I -CX) I I I I ~ ;;:: "' I I I I I I 11 I I I l I I II I I I I 11 I I I I 11 I I I I I 11 I I I I 11 I I I I I 11 I I I G ~ ~ ~--, I ! ! : : I , ---'--'---l l__{-----=--..-:,-------~ G ~ 11 DOVER DR/IRVINE AVE INTERSECTIONS Q j 1p 30 DISPOSITION NOTES 0---PROTECT-IN-PLACE (ITEM AS NOTED) 0---REMOVE (ITEM AS NOTED) SCALE: 1"=10' CONSTRUCTION NOTES @-coNSTRUCT 4• THICK PCC SIDEWALK PER STD-180-L & DETAIL 1, SHEET 2 0-coNSTRUCT TYPE A PCC CURB & GUTTER PER STD-182-L ©-CONSTRUCT CURB RAMP PER STD-181-L-B AND AS MODIFIED PER PLAN ©-CONSTRUCT MODIFIED PCC CROSS GUTTER PER STD-185-L @-coNSTRUCT 2· ARHM OVER 4" AC OVER 6" CMB OVER COMPACTED SUBGRADE ffi@--REMOVE EXISTING AND CONSTRUCT 8" AC OVER COMPACTED SUBGRADE -N CX) -"' -"-ex, N ------sj- ~ (I) (I) .c (/) sj- 0 I --n / en ~ (I) (I) .c (/) C-5583(A) ~ .----------------------,---r----..---------------------..------,---------r--------------------------10 PREPARED BY: REVIEWED BY: PUBLIC WORKS DEPARTMENT 0 (I) ct: / en (I) -u 0 u / n SHEET 13 OF 4Q 5- ---o 81.02 TC SAWCUT ----,--=c,'--',==----=c=,---.. & JOIN (81.02 FS) 2 SW B t-----tf--- VARIABLE HEIGHT RETAINING WALL 80.65 TC 80.45 FS (80.60 FS) 80.85 TC 80.45 FS 6':w ----+-6"W ~ SAWCUT -& JOIN ~I 10.0' 2% - 80.73 TC) (80.25 FS) RESET L&T SURVEY MONUMENT 80.60 TC (80.10 FS) ~1 . "' 0 "' - 80.65 TC (80.20 FS) VARIABLE 4 HEIGHT .-~A 80.32 TC (80.15 FS) / MODIFY IRRIGATION ,( & REPAIR TURF AS REQ'D I VARIABLE HEIGHT RETAINING CURB FURNISH & INSTALL SKATEBOARD DETERRENTS. (ITEM # 161-1011 WWW.THEPARKCATALOG.COM OR APPROVED EQUAL) (TYP) 80.65 TC I BO.DO FS 80.45 TC 79.95 FS ------------------------ WESTCLIFF DR --- -- -- -,, --~::_8"5 ----=13-. S -=---=-~ _ _,,,/ __ B"S .-=:-=:....===-8'.'.S ~""' .. -,;,\.\~---R"-'" ~---l-1_4+-+-o_o o"s --+----..><-'=' ..-------'---;;i I 81 a-, '-~ WESTCLIFF DR/BUCKINGHAM LN DRIVEWAY, 1 , r 1P SCALE: 1"=10' SAWCUT & JOIN 89.95 FS JOIN EXISTlf G 89.55 FS I _ ~ 89.30 FS /~~~~j :....:,::==-=--=:::.....::==-=-~==:...=-r-_;;;:::;=:::.....:::...=...:::,:~~~;....,.;::;,b~, ::,;''w~~~~4)~;j::6c:;:.''.:[;;.w -;;(....;i.:..L::,~l~=--=;6 r-=·w -1-_- ----+-6"W ----->lwMI,,_ __ 6"W ----r --6" -+----6" 0 ......__-~~--.----~'=----=--------f'--" ......................... ~ .......,,.,,,,,-;----____.__._, ...___, _ J _ _ _ 0.77% 0, @ --: '-----'= C ------------------~h ------- _::_--~--~o"so =---.=.-6o"so ------+--6o"s_::_--_---..,., ~o"so =---.=.-50" ,0 :_ _ 6o"s_::_-~~ ~t"so _ - - - - - - - ---.=_ --t= - - - - - - - - -- - - - - - - - - G G ----------i--) WESTCLIFF D:V~ ____ r _ -----------G --/ G 25+00 ..,,,,, F-__ __,._•..,.,· -----8~ -+I ---➔8,_",-,.5 +1 -----8,,,_'_._,'5 ------8"--" ---.:.:J>"::r: --:: --r ------- WESTCLIFF DR DRIVEWAY(:) ? r 1P 30 SCALE: 1 "=1 O' MODIFY IRRIGATION REPAIR PLANTING AS REQ'D --6"W--~ 85.24 TC (84.78 FS) SAWCUT & JOIN 0 LO 6"C +---6' W -+-- o "' -0.6% (85.50 TC) 85.00 FS VARIABLE HEIGHT RETAINING CURB FURNISH & INSTALL SKATEBOARD DETERRENTS. (ITEM #161-1010 WWW.THEPARKCATALOG.COM OR APPROVED EQUAL) (TYP) ----6"W ----6 ----------- ------, ______ __,, .. --(3'""-- W STCLIFF DR > f--- -0: u 21+00 ---R'-"'i----t---fR"-S--+---+---ff8'-"i'Sc-------l'r"'T--t WESTCLIFF DR/RUTLAND RD DRIVEWAY C) ? r 1P 30 SCALE: 1 "=1 O' / C) ---------/ F 26+00 8"5 ------8"~ -7 ,,.. 8"5 ---.:.:J>"::r: -R'-S"cs-s-----+-R~-----8-"-s ---------r --->----+---------- WESTCLIFF DRIVE 0 t @ 89.35 FS 89.80 FS JOIN EXISTING 6"W . 0 <O <o ~~ 'Sf- ~ c:::, II C + ~:!';: It) "' 6"W 1.0% - WESTCLIFF DR DRIVEWAY~ ? r 1P 30 SCALE: 1"=10' 5••w ---~ ~ It) "' .... -oi oi IQ IQ SAWCUT & JOIN FULL DEPTH AC BACKFILL (6" MIN DEPTH) 5.0' 4.0' MIN AS REQ'D PER PLAN WESTCLIFF 1/////, 1///////2 STREET PAVING PER PLAN FULL DEPTH AC BACKFILL WESTCLIFF DRIVE TYPICAL DRIVEWAY(:) NO SCALE SEE CONSTRUCTION DETAILS FOR ADDITIONAL INFORMATION 5.0' 10.0' WESTCLIFF ////,1//////////, 1///2 @ STREET PAVING PER PLAN FULL DEPTH AC BACKFILL WESTCLIFF DR MODIFIED DRIVEWAY (9 NO SCALE SEE CONSTRUCT/ON DETAILS FOR ADDITIONAL INFORMATION SAWCUT & JOIN 5.0' 10.0' R/W WESTCLIFF //, 1/, 1/, 1/, 1/////, 1///, STREET PAVING PER PLAN FULL DEPTH AC BACKFILL WESTCLIFF DR MODIFIED DRIVEWAY(!) NO SCALE SEE CONSTRUCTION DETAILS FOR ADDITIONAL INFORMATION DISPOSITION NOTES 0-PROTECT-IN-PLACE (ITEM AS NOTED) 0--REMOVE (ITEM AS NOTED) CONSTRUCTION NOTES 0---CONSTRUCT 4" THICK PCC SIDEWALK PER STD-180-L & DETAIL 1, SHEET 2 CONSTRUCT TYPE B PCC CURB (B") PER STD-182-L CONSTRUCT CURB RAMP PER STD-181-L -8 AND AS MODIFIED PER PLAN RELOCATE STREET LIGHT PER STD-200-L @-MODIFY & RE-FEED STREET LIGHT SERVICE PER STD-204-L @-coNSTRUCT COMMERCIAL DRIVEWAY APPROACH TYPE I PER STD-160-L-A @-coNSTRUCT COMMERCIAL DRIVEWAY APPROACH TYPE II PER STD-161-L " N ro - ~ " " £ (/) st 0 I --n / en ~ " " £ (/) C-5583(A) ~ ,-----------------------.---.-----.-----------------------~--"'T'"""--------,----------------------------10 PREPARED BY: REVIEWED BY: STREET IMPROVEMENTS CIVIL WORKS CONSTRUCTION DETAILS Ennineers, lncL,~.....___ ;u......./rf/--1::::::--t----;----------------t------iPATRICK ARCINIEGA, RCE 70740 WESTCLIFF DRIVE 0 " ct: / en (I) -u 0 u / n ::I· SENIOR ENGINEER DOVER DRIVE & WESTCLIFF DRIVE IMPROVEMENTS 3151 Airway Aveni Suite T-1 ,__ A-----------------------------+----+-DE-S-IGN_E_D_: -~DR_A_\IIN-,--+--------------------~--------1 ~ Costa Mesa, CA 92 26 ill APR 2016 AS-BUILT DAG DAG CITY OF NEWPORT BEACH R-6045-S ~ (714) 966-9060 . NO DA1E DESCRIPTION OF REVISIONS APPROVED CHECKED: DA1E: PUBLIC WORKS DEPARTMENT SHEET 14 OF 4Q n .__ ________________________________________________ ...._ ____________________ __. __ • _._ ___ _._ ______________________ .__ __ ..__ __ ___;;;t.l"'t.lL....,;.F=EB;...;2::.:5._, .::.20:..;.15;;.&... __________________ ........ _____ ___,/ -0 I I SD5 (36" CMP) ! \ I \ I \ \ I \ \ I \ \ \1 \ I I \ ~ \ I I I \ (/] co (/] 00 (/] 00 I I I (/] 0 (/] ' "' "' 00 I I ,--1 ---...rt---t--0+69.2 I 6.Q' Lt Bp.3-f-TC 1 I 7 .7°t /NV Hj 5.6' I 11 w I I 11 II w '-" I I ___ J i-------,.-.._.---T -- S B 42"so ----- -----0 o----- l y-::::=-=_-=-'---=-=_ -~-=--=-----==----'-=-=---=.- ( r- 37 0 \ \ "' ' \ --++ • 38+00 ~-----------.Lee ------------- GENERAL NOTES 1. REPAIR STORM DRAIN TRENCH PER CITY STD-1O5-L-C DISPOSITION NOTES 0--PROTECT-IN-PLACE (ITEM AS NOTED) 0--REMOVE (ITEM AS NOTED) \ ~. \ 'b \ \ L ,___ i.w -+-+-0-_ _::-~5'"\l' r===-===--li'5 '¼'w•-=---=---=-:-===-~6;; .. 1 DOVER DR/WESTCLIFF DR (WEST) INTERSECTIONC) ? I 1:0 30 SCALE: 1"=10' STORM DRAIN NOTES @--MODIFY CATCH BASIN ACCESS LID PER DETAIL 5, SHEET 2 ~ CONSTRUCT CURB OPENING INLET PER CITY STD-3O5-L. L=3.5' ~ CONSTRUCT LOCAL DEPRESSION PER CITY STD-3O4-L ~FURNISH & INSTALL 18" RCP (D2OOO) PER CITY STD-1O6-L §)----CONSTRUCT JUNCTION STRUCTURE PER CITY STD-311-L ~ INSTALL PIPE LINER PER PROJECT SPECIFICATIONS ~ ABANDON EXISTING CMP IN PLACE. PLUG ENDS WITH 6" MIN DEPTH CONCRETE AND FILL PIPE WITH SAND. ~ CONSTRUCT CONCRETE/SLURRY BACKFILL OVER RCP AS REQUIRED/DIRECTED BY CITY TO PROTECT PIPE DUE TO REDUCED COVER ~ ABANDON MANHOLE. REMOVE MANHOLE FRAME, COVER & CONE. BACKFILL WITH SAND. PLUG WITH 12" THICK CONCRETE AS DIRECTED BY CITY. DELIVER FRAME & COVER TO CITY. WATER NOTES ~ CONSTRUCT fNYERfEB 5-fPf fON PER 5TB 5-2B L. POfl ~OLE V/1'.TER ."t'PE PRJOR TO STORM DRAW CONSTRUCT fO 'IERJFY Sh0 t' 1101" ,'S R£QUfR£B. & 00 N 00 - ~ " " .c (/] "" 0 I --n / en ~ " " .c (/] C-5583(A) ~ .-----------------------,----r----..---------------------..------,----------r----------------------------10 PREPARED BY: REVIEWED BY: NO. PUBLIC WORKS DEPARTMENT 0 " ct: / en (I) -u 0 u / n SHEET 15 OF 4Q 5-, -----\ t, \\ I :1 I I / I ------------------ __ ..... -- I ----_.,,-------------------------- \ I ,VJ t I/~ 0::: 0 en ·ro 0::: z 0::: A-G <( ~ :;:: ----------:. ..... ------------c~P..~~€.'--______________ ----------------ocrco --------------------------------------------- DOVER DR/MARINERS DR INTERSECTION C) ? j 1p 30 SCALE: 1 "=1 0' PREPARED BY: ------~-----55 __ _ I -------- I "' ENLARGE CATCH BASIN CONNECTION INSTALL NON-SHRINK GROUT IN OPENING TO SEAL 18" RCP /IT" I \ / ____ _J MARINERS PARK l/1 ------------------------------- ----------------------'=il,-~ --------------------24"W-----_ _ 24"w---=---~--= ------ 81.21 TG (78.2± /NV) l/1 I11-------i B 12"CMP ro -- N.E _ _ _ SD3 _ J _ -16, ~+00 -==1Ii''Ji[JA.filD-==:=-==--==--= TJCT --16"W ]AflN.E-==--=1m-==--=1s· w (ABN) -= = -16 w__.,,,_BN -69+00 I ~~-=-=1 -~-1 DOVER DR -------------- 11 11 11 \_STREET~ l/1 ·ro ---~=-----"'--=-<---_________ ~ -'---/ OCFCD CHANNEL ----- ----------------------------------------------------------------------------------------------------------------------- ---- -------- GENERAL NOTES 1. REPAIR STORM DRAIN TRENCH PER CITY STD-1O5-L-C DISPOSITION NOTES 0----PROTECT-IN-PLACE (ITEM AS NOTED) 0--REMOVE (ITEM AS NOTED) ---------=-----: ----~------------ DOVER DR/MARINERS PARKS ? j 1p 30 SCALE: 1 "=1 0' STORM DRAIN NOTES @-MODIFY CATCH BASIN ACCESS LID PER DETAIL 5, SHEET 2 §)-FURNISH & INSTALL 18" RCP (D2OOO) PER CITY STD-106-L §}-INSTALL PIPE LINER PER PROJECT SPECIFICATIONS ----- ro N ro - -..... ro N -..... st- ~ " " .c l/1 st- 0 I --n / en ~ " " .c l/1 C-5583(A) ~ REVIEWED BY: i---;------t-------------------+----l 0 0 " ct: / en (I) 17 GENERAL NOTES R-6045-S 40CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT TRAFFIC SIGNAL MODIFICATION DOVER DRIVE & WESTCLIFF DRIVE IMPROVEMENTS C-5583(A) 1700 Carnegie Avenue, Suite 100 Santa Ana, CA 92705-5551 Phone: (949) 270-9480 Fax: (949) 270-9481 GENERAL NOTES CF □ R ALL SHEETS) 1. UNLESS OTHERWISE NOTED, FINAL STRIPING SHALL BE SPRAYABLE REFLECTORIZED THERMOPLASTIC AND APPUED PER THE SPECIAL PROVISIONS. BIKE LANE LEGENDS SHALL BE TWO COATS PAINT. ALL LIMIT LINES, CROSSWALKS, AND ARROW MARKINGS SHALL BE THERMOPLASTIC THROUGHOUT THE PROEJCT. 2. R81(CA) SIGNS TO BE 12"X8". 3. INSTALL BLUE REFLECTIVE MARKERS AT EVERY FIRE HYDRANT PER CITY STQANDARD PLAN STD-902-L 4. CONDUIT SHALL NOT BE INSTALLED DIRECTLY OVER ANY UTILITY LINE (PARALLEL WITH THE LINE). UTILITY LINE CROSSINGS ARE ALLOWED. 5. LOCATIONS OF WORK ELEMENTS SHOWN ON THE PLANS ARE SCHEMATIC IN NATURE. FINAL LOCATION OF CONDUITS SHALL BE DETERMINED AS DIRECTED BY THE CONTIRACTOR. 6. PULL BOXES AND SPLICE BOXES SHALL NOT BE LOCATED IN DRIVEWAYS OR OTHER LOCATIONS WHICH MAY INTERFERE WITH THE MOVEMENT OF PEOPLE OR VEHICLES. PULL BOX LOCATIONS SHALL BE ADJUSTED AS NEEDED. 7. UPON COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL PROJECT RELATED USA MARKING. REMOVAL METHOD SHALL BE APPROVED BY THE CITY INSPECTOR. 8. WHERE CONDUIT IS INSTALLED AND DISTURBS EXISTING STIRIPING, CONTIRACTOR SHALL ARRANGE AND PAY FOR STIRIPING. SEE SPECIAL PROVISIONS FOR CONTRACTOR RESPONSIBILITY FOR TEMPORARY PAVEMENT MARKINGS. 9. ALL PCC SIDEWALK, DAMAGED BY THE CONTIRACTORS OPERATIONS, SHALL BE SAWCUT, REMOVED AND REPLACED, TO EXISTING EXPANSION/SCRIBE JOINTS. 10. THE CONTRACTOR SHALL HAND DIG AND EXPOSE ALL UTILITY CROSSINGS PRIOR TO ANY OPEN TRENCHING OPERATIONS. THE CONTIRACTOR SHALL USE EXTREME CARE WHEN EXPOSING EXISTING UTILITIES. 11. EXISTING UNDERGROUND UTILITIES SHOWN ARE TAKEN FROM RECORD INFORMATION TO AID THE CONTIRACTOR. CONTIRACTOR SHALL VERIFY LOCATION (BOTH VERTICAL AND HORIZONTAL) OF ALL EXISTING UNDERGROUND LINES (SHOWN OR NOT) AND NOTIFY ENGINEER OF ANY DISCREPANCIES OR CONFLICTS PRIOR TO DOING STREET WORK. 12. THE CONTRACTOR SHALL LOCATE, PROTECT, SHORE, BRACE, SUPPORT, AND MAINTAIN ALL EXISTING FACILITIES INCLUDING GAS, WATER, IRRIGATION, SEWER, POWIER, STIREET LIGHTS, TELEPHONE AND OTHER CONSTIRUCTION WHICH MAY BE UNCOVERED OR OTHERWISE AFFECTED BY THE WORK. CONTIRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PRESERVATION OF ALL SUCH FACILITIES IN THE AREA OF CONSTIRUCTION, AND SHALL NOTIFY UTILITIES FORTY-EIGHT HOURS IN ADVANCE OF ANY CONSTRUCTION. USA (UNDERGROUND SERVICE ALERT) SHALL BE CALLED AT 800-227-2600 BEFORE PLANTING TREES, TRENCHING, DIGGING POST HOLES, BLASTING, GRADING, EXCAVATING, DRILLING, BORING, ETC. 13. ALL TIRAFFIC CONTIROL DEVICES SHALL BE IN PLACE BEFORE WORK IS STARTED. DEVICES NO LONGER REQUIRED SHALL BE REMOVED AS SOON AS POSSIBLE. AS REQUIRED BY ENGINEER, CONTIRACTOR SHALL PROVIDE TIRAFFIC CONTIROL PLANS PER SPECIAL PROVISIONS PRIOR TO CONSTIRUCTION. TRAFFIC CONTROL PLANS SHALL CONFORM TO THE CURRENT WATCH MANUAL, AND CALIFORNIA MUTCD. 14. PEDESTRIAN TRAFFIC MUST BE MAINTAINED AT ALL TIMES. PEDESTIRIANS MAY BE RELOCATED ONTO PRIVATE PROPERTY WITH OWNERS PERMISSION ONLY. SIDEWALK MAY BE CLOSED WITH THE PERMISSION OF ENGINEER. 15. NO EQUIPMENT OR MATERIALS SHALL BE STORED ON SIDEWALK, ROADWAYS, OR IN THE BIKE LANE AT ANY TIME UNLESS APPROVED BY THE CITY INSPECTOR. 16. A 12" (305 mm) VERTICAL SEPARATION BETWEEN NEW CONDUITS AND OTHER UTILITIES SHALL BE MAINTAINED AT CROSSINGS. A 5' (1,524 mm) MIN. HORIZONTAL SEPARATION BETWEEN NEW CONDUITS AND POWIER AND WATER UTILITIES THAT RUN PARALLEL SHALL BE MAINTAINED. A 5' (1,524 mm) (EXCEPT WHERE NOTED) MINIMUM SEPARATION BETWEEN CONDUIT AND SANITARY SEWER AND STORM DRAINS THAT RUN PARALLEL SHALL BE MAINTAINED, UNLESS OTHERWISE APPROVED BY THE CITY. THE CONTIRACTOR SHALL MAINTAIN A MINIMUM 5' (1,524 mm) CLEARANCE FOR ALL OTHER FACILITIES. 17. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTIRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE LATEST STATE STANDARD SPECIFICATIONS AND PLANS, THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTIRUCTION", 2009 EDITION AND SUPPLEMENTS TO DA TE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. 18. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 19. P.C.C. SHALL BE CLASS 560-C-3250 20. CONTIRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. 21. AT THE END OF EACH WORK DAY, CONDUIT CAPS SHALL BE PLACED ON ALL VACANT DUCTS. DUCTS IN BUILDING ENTRANCES, NEW OR EXISTING SHALL BE SEALED PRIOR AND AFTER PLACEMENT OF FIBER OPTIC CABLE, INCLUDING DUCTS ON WALLS WHERE CORING IS REQUIRED. 22. THE REMOVAL, STORAGE AND REPLACEMENT OF ALL SHRUBBERY SHALL BE THE RESPONSIBILITY OF THE CONTIRACTOR. ALL LANDSCAPING SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION. 23. ALL BORINGS SHALL BE OUTSIDE THE DRIP LINE OF ALL TIREES TO PREVENT ROOT DAMAGE. 24. BURIED TIRAFFIC SIGNAL LOOPS, DAMAGED OR CUT, SHALL BE REPLACED BY CONTIRACTOR TO CITY SPECIFICATIONS. NOTIFY CITY INSPECTOR IMMEDIATELY AND TRAFFIC DEPARTMENT 24 HOURS PRIOR TO ANY WORK IN THESE AREAS. 25. TIRAFFIC SIGNAL CIRCUITS AND INTERCONNECT CONDUITS MAY NOT BE SHOWN. CONTIRACTOR SHALL LOCATE ALL TIRAFFIC SIGNAL CIRCUITS AND INTERCONNECT CONDUITS PRIOR TO ANY TIRENCHING OR BORING. PROVIDE 3' (914 mm) SEPARATION BETWIEEN NEW CONDUITS AND ALL TIRAFFIC SIGNAL AND INTERCONNECT CONDUITS AND 3' (914 mm) FROM ALL TRAFFIC SIGNAL CONTROLLERS AND PULL BOXES. ALL TRAFFlC SIGNAL AND INTERCONNECT CONDUITS SHALL BE MAINTAINED AND PROTECTED. 26. ALL NEW CONDUITS SHALL ENTER AND EXIT PULL BOXES WITH 45 DEGREE SWEEPS AS SHOWN ON CONDUIT AND PULL BOX DETAILS. 27. NEW CCTV CAMERA SYSTEMS (CAMERA, MOUNTING HARDWARE, ENCODER AND CABLE) TO BE FURNISHED AND INSTALLED BY CONTRACTOR. 28. THE CONTIRACTOR SHALL PROVIDE ALL NECESSARY PATCH CORDS WITH APPLICABLE CONNECTORS (ST, LC) AT BOTH ENDS. 29. THE CONTIRACTOR SHALL FIELD VERIFY ELECTRICAL SERVICE LOCATIONS AND PROVIDE ALL NECESSARY ACCESSORIES FOR INSTALLING TRAFFIC SIGNAL CABINETS AND CCTV SYSTEM. 30. THE CONTIRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING AS-BUILT DRAWINGS FOR ALL WORK THROUGHOUT THE COURSE OF CONSTIRUCTION. 31. THE CONTIRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING SURVEY MONUMENTS OR MARKERS DURING CONSTIRUCTION. 32. COST TO REMOVE AND REPLACE EXISTING PAVEMENT OVER UTILITY LINE TIRENCHES SHALL BE INCLUDED IN THE BID PRICE. TIRENCHES SHALL BE BACKFILLED AND PAVEMENT SHALL BE REPLACED PER CITY SPECIFICATIONS. PAVEMENT SHALL BE REPLACED IN KIND AS DETERMINED IN THE FIELD BY THE ENGINEER. ALL STIRIPING AND PAVEMENT MARKINGS SHALL BE RESTORED (IN THERMOPLASTIC). 33. PRIOR TO INSTALLING NEW CONDUCTORS IN EXISTING CONDUITS, THE CONTIRACTOR SHALL CLEAN THE EXISTING CONDUIT WITH A CYLINDRICAL WIRE BRUSH, BLOWN OUT WITH COMPRESSED AIR, AND THEN PULL A MANDREL THROUGH. 34. SEE SPECIAL PROVISION FOR SPECIFICATIONS ON FIBER OPTIC CABLE, CONTROLLERS, CCTV, CAMERA, DATA/VIDEO TRANSMISSION EQUIPMENT AND ALL PROJECT ELEMENTS. 35. THE CONTIRACTOR SHALL REPAIR ALL DAMAGED LANDSCAPING AND IRRIGATION TO THE SATISFACTION OF THE CITY. 36. CONDUIT SHALL NOT BE INSTALLED WITHIN ONE FOOT OF EITHER SIDE OF WHEEL TRACKS (PARALLEL TO WHEEL TIRACKS). CROSSINGS ARE ALLOWIED. EXISTING D --E-- --G-- LEGEND CF □ R THIS PROJECT) PULL BOX CONTIROLLER CABINET SERVICE CABINET DRIVEWAY ELECTIRIC LINE GAS LINE ~-w-- -T WATER LINE TELEPHONE LINE CCTV CAMERA [:J::J ~-CATV--CABLE TV [ZJ PROPOSED D [y] All SPLICE VAULT PULL BOX #6/#6E SPLICE VAULT NEW CONDUIT CCTV DOME CAMERA (CCTV) CABINET W/ TYPE II SERVICE BATTERY BACKUP SYSTEM IN SIDE MOUNTED CABINET OPTICOM DETECTOR 3'X6' CAL TRANS TYPE D LOOP DETECTOR LIST OF ABBREVIATIONS HOPE SMFO FDU FPP/WIC SIC PVC GRS ROW HIGH DENSITY POLYETHYLENE SINGLE MODE FIBER OPTIC FIBER DISTRIBUTION UNIT FIBER PATCH PANEL/WALL INTERCONNECT UNIT SIGNAL INITERCONNECT CABLE POLYVINYL CHLORIDE GALVANIZED RIGID STEEL RIGHT-OF-WAY n N cf) <D L 0 4 I (/) c- l C 0 Q_ st 0 I => rn I '" <( 0 C LL / '" C 0 Q_ / " 0 u / " > L 0 L " > 0 0 rn z -r::::~::-;:~-;::-:-:-------------:::;;;;;;;;;;;;;;;;;;:---T-,----r---------------------------~;;;:;-;;;:;;;~;;;;:------r-----------------------------li'-2 PREPARED BY: ~ESS/s REVIEWED BY: 1T'E'DTS' ~~'-FR1s, $ .n.i, =--1h1~ ~'i . {D ;: No. 72982 I st --, / '" _Q 0 ANTONY BRINE RCE 45521 ], * * CITY TRAFFIC ENGINEER st r,~t----t----------------------------l-;::;:;=~:...,_~~~:...,_-+--------------------,---------1::;.-ro20 04/22/201 6 ~~c IV\ 'lv~'f' & APR 2016 AS-BUILT DESIGNED: NXK DRAl'ltl: NXK 1----------lei ~-----------------------------------------------------.J__P_AU.:..:L:.._FR_IS..::Ll..::E _____ ..::D.:..:A.:.:TE:.._ _____ OF"--=c=M.=---\~------1-NO_ • ...L __ oA_TE _ _J_D_Es_c_R .... IP .... TI .... ON_:,O_F .... R.:.EVI .... Sl::...O::...N..:.S ____________________ _Lc_HE_c_K_ED_:__!P~M!tFLl~A!'.!P'lf~.=j2~2,_, ~20,!!1£J6L ___________________ _JLS::H.:::E:::_ET:_ _ _:O::.F __ J§, -, 18 DOVER DRIVE AT CLIFF DRIVE R-6045-S 40CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT TRAFFIC SIGNAL MODIFICATION DOVER DRIVE & WESTCLIFF DRIVE IMPROVEMENTS C-5583(A) 1700 Carnegie Avenue, Suite 100 Santa Ana, CA 92705-5551 Phone: (949) 270-9480 Fax: (949) 270-9481 DOVER DRIVE CL I F F D R I V E CONSTRUCTION NOTES (THIS SHEET ONLY) CONDUCTOR SCHEDULE AWG SIZE POLE SIGNAL 'PB1 /,\ A\ & /4\ ~ /4\ PHASE DIAGRAM No. 16 3PB' 12CSC 1 6,6P 4/-/-/-/-¾ ¾ ¾ VEH-PED 2 4P 6/-/-"1/'.: /-"1/'.: Yi Yi 3 -6/-/-"1/'.: /-"1/'.: /-/1 4 5,6,6P -/6 1/-"1/'.: Y, "1/'.: 1/-Y, 3CSC 5 2,4,5 -/-1/-Y-Y-1/-1/-Y- PPB 6 2,4,6,4P 4/-1/, 1/, 1/, 1/-1/-1/, TOTAL CABLES ¾ ¾ ½ ¾ ½ ¾ lt2 5 5 5 - -5 lt4 - - - -2 2 DLC lt5 1 1 1 - -1 lt6 -2 4 - - 4 TOTAL 6 8 10 -2 12 #10 2 2 2 2 fl2 I LUMINAIRE I.S.N.S. 2 2 2 2 EVI' CABLE (MODEL 138 CABLE) 1 2 2 1 1 I 3 I IN1ERCONNECT(12 PRf19) -1E 1E - -l~I CCTV CABLE 1 1 1 1 -1-1 CONDUIT SIZE PERCENT FILL (%) 1 19 1 26 1 20 1 21 1 15 1 25 1 ALL CONDUCTORS, CONDUITS, AND CABLES ARE NEW INCLUDING WITHIN POLES AND MAST ARMS EXCEPT WHERE SHOWN: (E) = EXISTING ALL CONDUCTORS AND CABLES SHALL BE CONTINUOUS WITH NO MID SPLICE. * SEE SHEET 22 FOR SIGNAL INlERCONNECT PLAN. NEW 2.5"C, 12 PRfl:i9 SEE SHEET 22 ------- NOT USED lt1 lt2 ---__J lt5 lt6 --~-=--------~----=t_ -G E --:-E -::::::_ -_-_ -_G-E ----G--E DJ FURNISH AND INSTALL NEW #6 PULL BOX. [fil FURNISH AND INSTALL NEW #5 PULL BOX. ~ REMOVE EXISTING PULL BOX. [±] PROTECT COMMUNICATION CABLE IN PL.AC£ (12 PR/19 SIC). @] FURNISH AND INSTALL 1YP£ £ D£T£CTOR LOOPS P£R CITY STANDARD. (!] FURNISH AND INSTALL LEAD D£T£CTOR LOOPS P£R CITY STANDARDS. (I] FURNISH AND INSTALL 3'K6' CALTRANS 1YP£ D LOOP D£T£CTOR. lli] REMOVE EXISTING SIGN. FURNISH AND INSTALL NEW SIGN AS SHOWN. rn REMOVE EXISTING £VP. FURNISH AND INSTALL OPT/COM 722 D£T£CTOR WITH COMPL£T£ CONNECTIONS. [QI FURNISH AND INSTALL OPT/COM 722 D£T£CTOR WITH COMPL£T£ CONNECTIONS. [j] FURNISH AND INSTALL NEW SIGN AS SHOWN. ~ FURNISH AND INSTALL BATTERY BACK-UP SYSTEM IN S£PARAT£ £NCLOSUR£ MOUNT ONTO NEW TYP£ P CAB/NIT. NOT tt-USED 1113 lt4 NOT NOT USED USED 1117 !118 NEW 2.5"C, 12 PR#19 SEE SHEET 22 a,-;; ~ ~I/ 72+ ------ POLE SCHEDULE POLE DATA SIGNAL LUMINAIRE POLE SIGNAL MOUNTING PPB 'BPB IISNS** No TYPE HEIGHT MA MA LED* A I B POLE MA PED \1) QUAD 1 19-3-70(E) 30' 25'(E) 15'(E) 172W EXISTING SV-1-T MAS SP-1-T 4/-N/-Cliff 2 1A 7' - - - 12.5• I 2' --W-1-T 6/4 E/N - 3 19-3-70(E) 30' (FUTURE) 12'(E) 172W EXISTING - - -6/-E/-- 4 1A(E) 10' - - - EXISTING TV-2-T -SP-1-T -/6 -/f. - 5 29-5-70(E) 30' 55'(E) 15'(E) 172W EXISTING SV-2-TA 2-MAS --/--/-Cliff 6 19-3-70(E) 30' 25'(E) 12'(E) 172W EXISTING SV-3-TA MAS-4C SP-1-T 4/-N/-Dover"•• ALL EQUIPMENT IS NEW INCLUDING ALL MOUNTING BRACKETS, HARDWARE AND FRAMEWORK EXCEPT WHERE SHOWN: (E) = EXISTING WHERE EQUIPMENT IS TO BE REPLACED, ALL MOUNTING BRACKETS, HARDWARE, AND FRAMEWORK SHALL BE FURNISHED NEW. "LED FIXTURE SHALL BE GE EVOLVE SCALABLE SPECFICATION GRADE COBRAHEAD (ERS2-0-G3-D1-7-40) OR APPROVED BY CITY ENGINEER. SEE SPECIAL PROVISIONS. .. IISNS SIGNS SHALL BE EDGE-LIT LED WITH CUSTOM SIGN PANELS PER SPECAL PROVISIONS. ... SINGLE SIDED IISNS SIGN. LUM, PPB 3 VEH. HEADS(2), PED. HEAD, BPB .., ----------.,.___~= a ------I ~ ~ --- --1® ------[ - -_ .. ----------------------cs -- ------------------.. ---QJ - 5 (2) ------------------ EX 2.5"C, 4 NEW 2-DLC RED 0 YELLOW 0 GREEN 0 GREEN ARROW ~ DETAIL A N.T.S. SCALE: 1 "=20' n N cf) "--0 N "--tj- L 0 -I (/) f- l C 0 Q_ tj- 0 I => rn I " <{ 0 C c;: / " C 0 Q_ / u 0 u / " > L 0 L " > 0 0 rn z -~ FURNISH AND INSTALL 1YP£ II S£RVIC£ CAB/NIT P£R CITY STANDARDS. 0 r:==:;.:::-=-----------:;~;;;;;;;;;::----r,r--,-----------------------TRirviEli.£ii"BY:----T----------------------,::::: PREPARED BY: REVIEWED BY: 1 IHI FURNISH AND INSTALL NEW N£MA TYP£ •p• CAB/NIT ON EXISTING FOUNDATION WITH £M£RG£NCY VEHICLE PREEMPTION, BATTERY BACKUP SYST£M, AND OTHER N£C£SSARY £QUIPM£NT TO PROVIDE TH£ INT£ND£D OPERATION SHOWN. MAK£ ALL N£C£SSARY CONNECTIONS. ~ FURNISH AND INSTALL CCTV DOM£ CAMERA ON POLE AT ANGLE OF 45" TO TH£ INSIDE OF TH£ /NT£RS£CTION. TO 8£ INTEGRATED BY CITY. ~ REMOVE EXISTING CONTROLLER ASSEMBLY COMPL£T£. R£LOCAT£ ASC-3/2100 CONTROLLER AND £TH£RNIT SWITCH TO NEW CONTROLLER CAB/NU. '(J\, FR/ 't' No, 72982 tj--7 / " .D 0 ANTONY BRINE RCE 45521 7 CITY TRAFFIC ENGINEER .,. l---+-----+-----------------------------1----~----+------------------~--------1,,-Jh J Q & APR 2016 AS-BUILT DESIGNED: NXK DRAWN: NXK ,_ _____ ___, iiw '~ --04/22/2016 L ________________________________________________ J__~P~AU:':L~F~Rl~SU~E:...._ ___ ~D~A~TE:...._ ___ _:'.'.:==:'.:=_ __ _J~N:O'.:_. J__~D~ATE'.:.__J~DE=S~CR~IP:..'.TI~ON~OF~RE:_".Vl'._:Sl~ON'.:'.:S:..._ _________________ _j_c_H_EC_K_ED_:JP:!!M~FL~~i'.!!w:...c·: 2~2i_, ~20~16~ __________________ _LS'.'.'.:H~EE~T __ O~F _ _J§, 7 DOVER DRIVE AT 16TH STREET R-6045-S 40CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT TRAFFIC SIGNAL MODIFICATION DOVER DRIVE & WESTCLIFF DRIVE IMPROVEMENTS C-5583(A) 1700 Carnegie Avenue, Suite 100 Santa Ana, CA 92705-5551 Phone: (949) 270-9480 Fax: (949) 270-9481 DOVER DRIVE 16 T H S T R E E T CONSTRUCTION NOTES (THIS SHEET ONLY) CA S T A W A Y S LA N E 19 CONDUCTOR SCHEDULE AWG SIZE POLE SIGNAL ~PB/ & & No. Ill 3PBa 12CSC 1 1,6,6P 4/-Y, Y, VEH-PED 2 8,4P 6/4 /-½ 3 8,8P 6/-/-"1/.'.'. 4 5,6P 8/6 1/-1/- 5 2,5,2P 8/-1/-1/- 6 4,8P 2/8 1/-/- 3CSC 7 4,4P 2/-1/-1/- PPB 8 1,2P 4/2 "1/.'.'. 1/- TOTAL CABLES J/i ½ 1111 - - 1112 - - 1114 -2 DLC 1115 - - 1116 - - 1118 - - TOTAL -2 #10 LUMINAIRE 2 2 #12 I.S.N.S. 2 2 EIIP CABLE (MODEL 138 CABLE) 1 1 1 INTERCONNECT(12 PR#19) - I - CONDUIT SIZE 2"(E)I 3• PERCENT FILL (%) 16 I 18 & & 1/s\ & & la\ le\ ~ Y, Y, Y, /-/-/-/-Y, ½ ½ ½ /-/-/-/-½ Y, Y, Y, "1/.'.'. /-"1/.'.'. /-Y, 1/-½ ½ "1/.'.'. 1/-"1/.'.'. /-½ 1/-1/-1/-1/-1/-"1/.'.'. Y1 ¾ 1/-/-1/-1/-1/-1/-½ ½ 1/-1/-1/-/-Y, Y, Y, Y, "1/.'.'. 1/-"1/.'.'. ½ ½ ½ ½ ½ ,-~ Vs l'Vg ½ ,.~ Y3 Vs ~ -1 1 - - - -1 - - -4 4 4 4 4 2 2 2 - - - -2 - - -1 1 1 1 1 -4 4 - - - -4 - - - - -3 3 3 2 7 7 5 5 8 8 15 2 2 2 2 2 2 2 2 2 2 2 -2 2 2 2 2 -I -I 1(E)I 1(E) 1(E)l1(E)l2(E)I 3• 3"(E)l 3"(E)I 3• I 3• 23 37 1 37 1 13 1 21 24119 1 401 ALL CONDUCTORS AND CABLES ARE NEW INCLUDING WITHIN POLES AND MAST ARMS. ALL CONDUCTORS AND CABLES SHALL BE CONTINUOUS WITH NO MID SPLICE. ALL CONDUITS ARE NEW EXCEPT WHERE SHOWN: (E) = EXISTING ·---' ---------------' 285' TO BAa< OF X-WALK 1/ _J2 5 -~--;::::;--;;;;;::-=~-~""S~J?.....c=;::.ccf--.. - • r----- /--CAf(V ~71... L __ AT,-:--1 -- EX. 2·c, EX 12 PRfl9 s1c ✓---~ t ""'-:_--~ - TO CLIFF DRIVE [}]g E>1,. 2·c, EX. 2"C, I EX. 12 PRj 9 SIC EX. 12 PR#19 SIC, ,, • "":.. _ NEW 2-DLC I Ei..,-,. 1 C,_ -- NEW --,,9t:C ( / / I I \ I I I I I / / / r--- [I) FURNISH AND INSTALL NEW #6 PULL BOX. ~ ~ [!] [fil @] [I] FURNISH AND INSTALL NEW #5 PULL BOX. REMOVE EXISTING PULL BOX. FURNISH AND INSTALL NEW SIGN AS SHOWN. FURNISH AND INSTALL TYPE E DITECTOR LOOPS PER CITY STANDARD. FURNISH AND INSTALL LEAD DETECTOR LOOPS PER CITY STANDARDS. REMOVE EXISTING CONTROLLER ASSEMBLY COMPLETE. RELOCATE ASC-J/2100 CONTROLLER AND 8HERNIT SWITCH TO NEW CONTROLLER CAB/NIT. [fil FURNISH AND INSTALL OPT/COM 722 DETECTOR WITH COMPLETE CONNECTIONS. ~ FURNISH AND INSTALL NEW NEMA TYPE •p• CAB/NIT ON EXISTING FOUNDATION WITH EMERGENCY VEHICLE PREEMPTION, BATTERY BACKUP SYSTEM, AND OTHER NECESSARY EQUIPMENT TO PROVIDE THE INTENDED OPERATION SHOWN. MAKE ALL NECESSARY CONNECTIONS. [QI FURNISH AND INSTALL BATTERY BACK-UP SYSTEM IN SEPARATE ENCLOSURE. MOUNT ONTO NEW TYPE P CABINET. [TI) FURNISH AND INSTALL TYPE II SERVICE CAB/NIT PER CITY STANDARDS. t 1111 _) 115 PHASE DIAGRAM NOT USED ~---+-- 1112 1113 ~---+--- NOT USED 116 1117 VEH. HEAD, PED. HEAD, PPB&: BPB I-- I 1i:'. <( u ! I 114 I I 1118 r- I I ,_ :'-.I I I I I I 11 o· r L...J 11' I POL£ COMPLETE POLE SCHEDULE POLE DATA SIGNAL LUMINAIRE POLE SIGNAL MOUNTING PPB 'BPB IISNS** No TYPE HEIGHT MA MA LED* A B POLE MA PED Ill QUAD 1 26-4-100 30' 45' 15' 130W 12.5' 5.5' SV-1-T 2-MAS SP-1-T 4/-N/-Sixteenth 2 1A(E) 10' - - -EXISTING TV-1-T -SP-1-T 6/4 E/N - 3 19-3-100 30' 20' 15' 130W 12.0' 2.5' SV-1-T MAS SP-1-T 6/-E/-Dover 4 15TS 30' -15' 130W 10.5' 3.0' SV-1-T -SP-1-T 8/6 S/E - 5 26-4-100 30' 45' 15' 130W 16.0' 5.0' SV-1-T 2-MAS SP-1-T 8/-S/-Castaways 6 1A(E) 10' - - -EXISTING TV-1-T -SP-1-T 2/8 W/S - 7 19-3-100 30' 20' 15' 130W 16.0' 2.5' SV-1-T MAS SP-1-T 2/-W/-Dover 8 15TS 30' -15' 130W 16.0' 2.5' SV-1-T -SP-1-T 4/2 N/W - ALL EQUIPMENT IS NEW INCLUDING ALL MOUNTING BRACKETS, HARDWARE AND FRAMEWORK EXCEPT WHERE SHOWN: (E) = EXISTING *LED FIXTURE SHALL BE GE EVOLVE SCALABLE SPECIFICATION GRADE COBRAHEAD (ERS2-0-E3-D1-7-40) OR APPROVED BY CITY ENGINEER. SEE SPECIAL PROVISIONS. **IISNS SIGNS SHALL BE EDGE-LIT LED WITH CUSTOM SIGN PANELS PER SPECIAL PROVISIONS. ,,':, NEW 2"C NEW 2-DLC 'b -r-=L ~~·--"-=l=-4.= --------=_E _ " -"· .. ..,._, t------- --- 27--,,.----------------------- ____':,,--+\--+ --~ ------------------------- I -------= =-=--'--- -------------------------~ EX. 1.5"C, EX. 12 PR#19 TO WESTCLIFF DRIVE - SCALE: 1 "=20' n N cf) "--0 N "--tj- L 0 -I (/) f-- 1 C 0 Q_ tj- 0 I => rn I " <{ 0 C c;: / " C 0 Q_ / u 0 u / " > L 0 L " > 0 0 rn z ~ 0 r:==:;.:::-=-----------:;~;;;;;;;;;::----r,r--,-----------------------TRirviEli.£ii"BY:----T----------------------,::::: PREPARED BY: REVIEWED BY: 1 '(J\, FR/ 't' No. 72982 tj- ~ 7 / " .D 0 ANTONY BRINE RCE 45521 7 CITY TRAFFIC ENGINEER .,-l---+-----+----------------------------1----~----+------------------~--------1,,--Jh J Q & APR 2016 AS-BUILT DESIGNED: NXK DRAWN: NXK ,_ _____ ___, iiw '~ --04/22/2016 L ________________________________________________ J_~P~AU:':L~F~Rl~SU~E:_ ___ ~D~A~TE:_ ___ _:'.'.:==:'.:=... __ _J~N:O'.:_·J_~D~ATE'.:..__J~DE::S~CR~IP:..'.ll~ON~OF~RE:_".Vl'._:Sl~ON'.:'.:S:._ _________________ _ic_H_EC_K_ED_:JP:!!M~FL~~i'.!!w:...c·:2~2i..,~20~16~ __________________ _LS'.'.'.:H~EE~T __ O~F _ _J§, 7 R-6045-S 40CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT TRAFFIC SIGNAL MODIFICATION DOVER DRIVE & WESTCLIFF DRIVE IMPROVEMENTS C-5583(A) 1700 Carnegie Avenue, Suite 100 Santa Ana, CA 92705-5551 Phone: (949) 270-9480 Fax: (949) 270-9481 20 DOVER DRIVE AT WESTCLIFF DRIVE DOVER DRIVE WE S T C L I F F D R I V E WE S T C L I F F DR I V E CONSTRUCTION NOTES (THIS SHEET ONLY) CONDUCTOR SCHEDULE AWG SIZE POLE SIGNAL PPB1 /,\ Ii\ A\ /4\ ~ & No. Ill ~PB' 12CSC 1 6 -/-1/-Y-Y-'l-1/-Y- VEH-PED 2 --/4 /1 /1 /1 /-1/-/1 3 5,3P 3/6 /-/-/-½ ½ ½ 3CSC 4 2,4,5,JP 3/-/-1/-/-/-/-1/1 PPB 5 2,4,6 -/-1/-1/-Y-1/-1/-Y- TOTAL CABLES /1 I.Yi 1/, I½ ½ I¾ 112 - -u-- -~~ 114 -I¼ ~ - -13,.s DLC 115 - -Y.'. - -1/.'. tl6 - - - -~ Y- TOTAL -¼ 7/4--Y-% #10 2 2 2 #12 I LUMINAIRE I.S.N.S. 2 2 EVP CABLE (MODEL 138 CABLE) 1 2 INTERCONNECT -1R -1R I 2R I CONDUIT SIZE 2• 3"E 3"E 2"E 3"E 1277 PERCENT FILL (%) 9 14 28 15 16 1 21 1 ALL CONDUCTORS, CABLES AND CONDUITS ARE NEW INCLUDING WITHIN POLES AND MAST ARMS EXCEPT WHERE SHOWN: E = EXISTING, R = REPULL ALL CONDUCTORS AND CABLES SHALL BE CONTINUOUS WITH NO MID SPLICE. -------,c--1 __ ·-------·' ----,,.,.._ 6 "V ' .. ---i _'rl -ex:,---6"W-- -- ·----·-----EX. 2"C EX. 12 PR#19 SIC TO 16TH STREET --- --;-.... 6 • :..:;;,---- -""--EX. 2 C,L!J --a<,-2-DLC --- _.____,__ ------- [I) PROTECT COMMUNICATION CABLE IN PLACE: (12 PR/19). rn FURNISH AND INSTALL TYPE: E: DE:TECTOR LOOPS PER CITY STANDARD. rn FURNISH AND INSTALL LE:AD DE:TECTOR LOOPS PE:R CITY STANDARDS. [!j FURNISH AND INSTALL .3'x6' CALTRANS TYPE: D LOOP DE:TECTOR. @] FURNISH AND INSTALL NE:W SIGN AS SHOWN. (!] SPLICE: E:XISTING DLC TO NE:W LOOP WIRE:S. (z] ROTATE LUM/NA/RE: MAST ARM 90". --- ---1 (!] FURNISH AND INSTALL OPT/COM 722 DE:TECTOR WITH COMPLETE CONNE:CTIONS. [fil FURNISH AND INSTALL 764 OPT/COM PHASE: SE:L.ECTOR. [QI FURNISH AND INSTALL NE:W #5 PULL BOX. [TI] RE:MOVE: E:XISTING PULL BOX. Lt) r ------------~ 4-112 PHASE DIAGRAM NOT _Jt l USED t 111 112 1113 114 _) -NOT NOT USED USED 1115 116 117 118 ' M., 9 c-\-+----+--+-+-M., 9 I II H--t--+hrt--f--+/~1'1-'---+-----?'-+1--l-'I /10' tnl 312'-+----'-1~--1b·: --I sec 32' "' s ~ol I -.t I I (2)J 2 I ~io 11 11 ! tn I I ,I I OJ l i I I "' I s: / fo EX. 2"C -hi,__+-! EX. 2-DLC // -'- li ~i ~ i :1 '1 I I I "' I I ~ "' 11,~1 ,/1 .cn1l1 ~ Cfl,I , I I ' •I I I 1fo a 13' OJ/ln' ~00(6) ~I ~ .,\.! I 1 :'' OJ ' ' I I (:!. I ,- I I I I I I I I I I I I r-r:,~,,I POLE SCHEDULE POLE DATA SIGNAL LUMINAIRE POLE SIGNAL MOUNTING PPB 'BPB IISNS** No TYPE HEIGHT MA MA LED* A B POLE MA PED 16 QUAD I 1 17-3-100 30' 15' 15' 130W 2.5' 2.5' SV-1-T MAS SP-1-T -/--/-Westcllff 12 PPB POST 4'-7" -- - 2.0' 2.0' -- --/4 -/N - 3 15TS 30' -15' 150W 14.5' 3.0' SV-1-T -SP-1-T 3/6 S/E - 4 26-4-100 30' 45' 15' 130W 42.0' 5.0' SV-2-TA 2-MAS SP-1-T 3/-S/-Westcllff 5 19-3-100 30' 25' 15' 130W 40.0' 3.0' SV-3-lB MAS-4C --/- -/-Dover"** ALL EQUIPMENT IS NEW INCLUDING ALL MOUNTING BRACKETS, HARDWARE AND FRAMEWORK. *LED FIXTURE SHALL BE GE EVOLVE SCALABLE SPECIFICATION GRADE COBRAHEAD (ERS2-0-E3-D1-7-40) OR APPROVED BY CITY ENGINEER. SEE SPECIAL PROVISIONS. **IISNS SIGNS SHALL BE EDGE-LIT LED WITH CUSTOM SIGN PANELS PER SPECIAL PROVISIONS. ***SINGLE SIDED IISNS. FINISHED GRADE PEDESTRIAN PUSH BUTTON 3'-4" PASSAGf.WAY PEDESTRIAN PUSH BUTTON POST DETAIL B PLACEMENT OF POLE@ ---------~ ---- -----=--= -- 11 \\ ' I I I I I I I I I I I I I I I I I I I I I I I -, I .,,.- / l RED 0 YELLOW 0 GREEN 0 GREEN ARROW ~ DETAIL A N.T.S. SCALE: 1 "=20' "--0 N "--tj- L 0 -I (/) f- l C 0 Q_ tj- 0 I => rn I "' <{ 0 C c;: / "' C 0 Q_ / u 0 u / " > L 0 L " > 0 0 rn z -0 r:==:;.:::-=----------:;~;;;;;;;;;::----r,r--,-----------------------TRiEviE!i.£ii"BY: ____ T ______________________ 1::::: PREPARED BY: REVIEWED BY: 1 '(J\, FR/ 't' No, 72982 tj- -7 / "' LJ 0 ANTONY BRINE RCE 45521 7 CITY TRAFFIC ENGINEER si-1---+-----+-----------------------------1----~----+------------------~--------1 / Jh J Q & APR 2016 AS-BUILT DESIGNED: NXK DRAWN: NXK ,__ _____ __, iiw '~ --04/22/2016 L ________________________________________________ J_~P~AU:':L~F~Rl~SU~E:_ ___ ~D~A~TE:_ ___ _:'.'.:==:'.=._ __ _J~N:O'.:_. J__~D~ATE'.:.___J~DE=S~CR~IP:..'.ll~ON~OF~RE:_".Vl'._:Sl~ON'.:'.:S:__ _________________ _j_c_H_EC_K_ED_:JP:!!M~FL~~i'.!!w:...c·: 2~2i_, ~20~16~ __________________ _LS'.'.'.:H~EE~T __ O~F _ _J§, 7 R-6045-S 40CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT TRAFFIC SIGNAL MODIFICATION DOVER DRIVE & WESTCLIFF DRIVE IMPROVEMENTS C-5583(A) 1700 Carnegie Avenue, Suite 100 Santa Ana, CA 92705-5551 Phone: (949) 270-9480 Fax: (949) 270-9481 21 DOVER DRIVE AND IRVINE AVENUE DO V E R D R I V E IRVINE AVENUE19 T H S T R E E T CONSTRUCTION NOTES (THIS SHEET ONLY) FL O W E R S T R E E T AL L E Y 1-!112 2-!112 I I I I I I I I I I I I 260' TO BACK OF X-WALK CONDUCTOR SCHEDULE 12CSC VEH-PED 1 1,6,6P 2 8,4P 3 8,8P 4 5,6P 5 2,4,5,2P,8P 6 - TOTAL CABLES !111 !112 !114 DLC !115 !116 !118 TOTAL #10 LUMINAIRE #12 I.S.N.S. EVP CABLE (MODEL 138 CABLE) FIRE STATION SIC INTEGRATED CCTV CABLE 6-SMFO CABLE IN MICRODUCT 48-SMFO CABLE IN MICRODUCT CONDUIT SIZE PERCENT FILL (") 4/- 6/4 6/- 8/6 8/- 2/8 1 4 5 2 2 2 2 CITY OF COSTA MESA CITY OF NEWPORT BEACH 1 1 1 1 4 4 2 1 1 4 4 4 4 4 4 4 4 5 5 5 4 4 9 16 2 2 2 2 2 2 2 2 2 2 2 2 2 1 § FURNISH AND INSTALL NEW NEMA TYPE P CABINET COMPLETE ON NEW FOUNDATION WITH EMERGENCY VEHICLE PREEMPTION, BATTERY BACKUP SYSTEM, AND OTHER NECESSARY EQUPMENT TO PROVIDE THE INTENDED OPERATION SHOWN. MAKE ALL NECESSARY CONNECTIONS. NEW FOUNDATION SHALL BE PER CITY STANDARDS AND EXTEND 18" ABOVE: GRADE. lj]I FURNISH AND INSTALL NEW #6 PULL BOX WITH EXIENSION. ~ ~ ;,,. 0 CONTRACTOR SHALL COORDINATE WITH SCE FOR CONNECTION OF POWER CONDUCTORS. SPUCE EXISTING LOOP WIRES TO NEW DLC. EX. 3"C, EX. 48 SMFO, 1 fl 0, NEW 2-DLC t 111 _J 1115 PHASE DIAGRAM NOT ll USED --- 1112 1113 1114 ---ll NOT USED 1116 17 18 POLE SCHEDULE POLE DATA SIGNAL LUMINAIRE POLE SIGNAL MOUNTING PPB 'BPB IISNS** No TYPE HEIGHT MA MA LED* A B POLE MA PED (ll QUAD I 1 26-4-1 OO(E) 30' 45'(E) 15'(E) 189W EXISTING S~~2!•i1R) 2-MAS SP-1-T 4/-E/-E 19th St -*** 12 1A 10' - - -9.5' 3' lV-1-T -SP-1-T 6/4 S/E - 3 17-3-100 30' 20' 15' 189W 1' 6.0' SV-1-T MAS SP-1-T 6/-S/-- 4 TYPE 15TS 30' -15' 189W 5.5' 3.0' SV-1-T -SP-1-T 8/6 W/S - 5 26-4-100 30' 45' 15' 189W 3' 4' SV-2-TA 2-MAS SP-2-T 8/-W/-Dover- 6 PPB POST 4'-7" - - - 4' 3.5' - - -2/8 N/W - 7 19-3-100 30' 30' 15' 189W 10' 3' SV-1-T MAS SP-1-T 2/-N/-Irvine 8 1A 10' - - -10' 2.5' TP-1-T -SP-1-T 4/2 E/N - ALL EQUIPMENT IS NEW INCLUDING ALL MOUNTING BRACKETS, HARDWARE AND FRAMEWORK EXCEPT WHERE SHOWN: (E) = EXISTING, (R) = REMOVE WHERE EQUIPMENT IS TO BE REPLACE, ALL MOUNTING BRACKETS, HARDWARE, AND FRAMEWORK SHALL BE FURNISHED NEW. *LED FIXTURE SHALL BE GE EVOLVE SCALABLE SPECIFICATION GRADE COBRAHEAD (ERS2-0-H3-D1-7-40) OR APPROVED BY CITY ENGINEER. SEE SPECIAL PROVISIONS. **IISNS SIGNS SHALL BE EDGE-UT LED WITH CUSTOM SIGN PANELS PER SPEaAL PROVISIONS. ***IISNS SIGN SHALL BE PER CITY OF COSTA MESA STANDARDS. I I : 1: \ I I I I I I i I I I II : I! NEW 2"C, NEW 5-DLC 1 EX. CONDUIT TO FIRE STATION POLE COMPLETE ', ........... -._ I -- DETAIL" A" SCALE: 1"=10' SCALE: 1 "=20' If) f-l C 0 Q_ tj- 0 I " rn I U) <{ 0 C c:: / U) C 0 Q_ / "O 0 0 / Q) > L 0 L G) > 0 0 rn z ~ D r;:C""I T;:;Y:;--:0;:;-F~C;:;-;;0:;:S::;T:,A:--;:M"E;;S;-A;:---,P::R::E=P:-:AR::E=D-:B:::-Y:--: ------------:;;;;;;;;;;;;;;;;;;:---,-T---T------------------------fiRi°EEVIVttE~WEifcDJBB)Yr:"': ____ T _______________________ I ~ APPROVED BY: tj-1. S , ~'-FR1 =; TERL =-~ i 0 ALL CONDUCTORS AND CABLES ARE NEW INCLUDING WITHIN POLES AND MAST ARMS No, 72982 ANTONY BRINE RCE 45521 ~ CITY TRAFFIC ENGINEER ~ EXCEPT WHERE SHOWN: E = EXISTING, R = REPULL c.../h 1--/J\-1--A-PR-20-16----i--AS---8-UIL-T----------------------+-D---E-SIG_N .... ED-: --.--DR_A_WN_:_----lf-------------------.----------1 C: ALL CONDUCTORS AND CABLES SHALL BE CONTINUOUS WITH NO MID SPLICE. t-4cb2Q 04;22;2016 1 NXK NXK t--------t 5 L _____ A~L=L~C=O~N~DU~ITS!..:._A~R~E:..:N~E~W'.._:E~X~C~EP~T_WH~E~R=-E-=S~HO~WN~:~(::E)~-~E~X~IS~TIN~G:_ ________ _J_CITY_EN_GI_NEER ___ u_c_. ___ 0 A_lE __ _L~PA~U~L~FR~IS~Ll:_E ____ _!D~A~TE=------~===~=----.L.'.N:'..:O'.:.... L_D'.'.:A~TE:.._...1.:D'.:ES::C::RIP:_:Tl.'.'.'.O:.N.:::0:_F_::RE~Vl~Sl~ON~s'...._ ________________ _j__cH_Ec_K_ED_:JP~M!E.JF.J.~~iTE&R.=J2~2.J2~01~6L _________________ .J...:s::.::HE::E.:_T _ _:o:...F _ _Jf P R O J E C T L I M I T 22 DOVER DRIVE R-6045-S 40CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT COMMUNICATION PLAN DOVER DRIVE & WESTCLIFF DRIVE IMPROVEMENTS C-5583(A) 1700 Carnegie Avenue, Suite 100 Santa Ana, CA 92705-5551 Phone: (949) 270-9480 Fax: (949) 270-9481 CONSTRUCTION NOTES (THIS SHEET ONLY) DOVER DRIV E C O A S T H I G H W A Y C L I F F D R I V E NEW INSTALLATION QUANTITIES CONDUCTOR SCHEDULE COAST HIGHWAY TO CLIFF DRIVE - I I I - \ \ \ \ ,\ I \ \ I I IRRIGA 11ON SLEEVE SEE SHEET 2 ,\ \ L 6 7 j /\\ __ \ -\ ~----,~, ------:.,.....-----\\ -JU? ..._ __ o -------3 4 A ___....-__ .-~'',~"'-----------------------------\ --...... -....----....,,,,,.. ~ --- \ 1+00 \ 2+oo \ ---. -----. IRRIGATION SLEEVE ~ ...-.-.--. IRRIGA 11ON SLEEVE SEE SHEET 2 ..-.- /-\ --.... SEE SHEET 2 ..- \ \ \ -+ -....... ------ ---------------3+oo -....... -. ---1 5 __-::..--:;-.-'--.... -.,,. .,..,... --1~ -....... /!. - - ------~----\ --~""t,----- -------, ___ ---.\.--,--~,-J -..,. -\\ -- -_ v \f!:,. -_ ,,'1;.00 ---_____ ~ g+OD --1~ --// 1-. ----- - - -\\ ~ ,~ -// ---------f-. - - ---- - - ---\\ \ - c, \ ~ --.... // ---------------5 + Oo - - -8 + 0 0 \\ ---------------~ ~ .........._ // -. I -.... ~ -w--- /(11 '<1,\o. ------.... 6+00 7+00 \\ t v/ --7--\~ \\ \ ! ; (~1,--- \\ I ?'f' ~ \ --, \ ~ / - I ------== V OJ FURNISH AND INSTALL NEW /5 PULL BOX. rn []] FURNISH AND INSTALL NEW SPUCE VAULT. FURNISH AND INSTALL NEW CONDUIT PER CONDUCTOR SCHEDULE. GJ FURNISH AND INSTALL TWISTED PAIR CABLE IN CONDUIT PER CONDUCTOR SCHEDULE. FURNISH AND INSTALL /10 TRACE WIRE AND PULL ROPE. DUCT SEAL CONDUITS. @] COIL 15 FEET (4.6 METERS) OF TWISTED PAIR CABLE IN PULL BOX FOR SLACK. (!] COIL 75 FEET (4.6 METERS) OF TWISTED PAIR CABLE IN PULL BOX FOR SLACK. (z] FURNISH AND INSTALL NEW #6 PULL BOX. (THIS SHEET ONLY) CONDUCTOR TYPE FUNCTION SIC-DOVER (CUFF TO COAST) (12PR /19) SIC-DOVER (CUFF TO 16TH ST) (12PR #19) CONDIUT SIZE CONDUIT TYPE /5 PULL BOX 2 #6 PULL BOX f SPLICE VAULT f RUN /,:.\ Is\ Id\ DI DI - -fE fE 2.5" E E PVC E E PREPARED BY: lTERIS'=- 04/22/2016 _& APR 2016 AS-BUILT PAUL FRISLIE DATE NO. DA TE DESCRIPTION OF REVISIONS 2p 4P SCALE: 1 "=40' Bp REVIEWED BY: ANTONY BRINE RCE 45521 CITY TRAFFIC ENGINEER DESIGNED: DRAWN: NXK NXK CHECKED: DA TE: PMF APR. 22, 2016 I SEE DETAIL "A" - DETAIL "A" N en -SCALE: 1" = 20' <D -'---. 0 N '---. "" 0, " TJ u (/) I C 0 Q_ tj- 0 I --n / "' ~ " rn I U) <{ 0 C c:: / "' C 0 Q_ / TJ 0 0 / Q) > L 0 L G) > 0 0 rn z -D r---I tj--7 / "' .D 0 7 / "" -/ (/) er w (/) SHEET OF ::, / 7 M A T C H L I N E S T A 1 0 + 0 0 - S E E B E L O W L E F T 23 DOVER DRIVE R-6045-S 40CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SIGNING AND STRIPING PLAN DOVER DRIVE & WESTCLIFF DRIVE IMPROVEMENTS C-5583(A) 1700 Carnegie Avenue, Suite 100 Santa Ana, CA 92705-5551 Phone: (949) 270-9480 Fax: (949) 270-9481 M A T C H L I N E S T A 1 0 + 0 0 - S E E A B O V E R I G H T MA T C H L I N E S T A 2 0 + 0 0 - S E E S H E E T 2 4 DOVER D R I V E C O A S T H I G H W A Y CL I F F D R I V E STA 00+38 TO STA 20+00 DOVER DRIVE SIGNING AND STRIPING GENERAL NOTES: STRIPING NOTES: I I I I I I ----- .,, (") ' 0 n' EX. BUS STOP ✓, ~~ ~ I I I I I I I \ I \ I 1) I 7' 12' I I ' I 15' 9' I I \ I I I EX. R2B(CA)@ 6" WHITE DIAGONAL @ 45" AND 75' SPACING (TYP.) -. -. -. -. :: ._ ..._-:: ~-R2B(CA)@ ' ---......... ----......... ' ' '"-' . 1. UNLESS OTHERWISE NOTED, FINAL STRIPING SHALL BE SPRAYABLE REFLECTOR/ZED THERMOPLASTIC AND APPLIED PER THE SPECIAL PROVISIONS. BIKE LANE LEGENDS SHALL BE TWO COATS PAINT. ALL LIMIT LINES, CROSSWALKS, AND ARROW MARKINGS SHALL BE THERMOPLASTIC THROUGHOUT THE PROJECT. 2. RB 1 (CA) SIGNS TO BE 12" x 8". 3. INSTALL BLUE REFLECTIVE MARKERS AT EVERY FIRE HYDRANT PER CITY STANDARD. 10· R61{MOD) 4' 10' 12" WHITE DIAGONAL @ 45" AND 75' SPACING (TYP.) (D 12· WHITE LIMIT LINE/CROSSWALK. CROSSWALK WIDTH AS SHOWN AND IS MEASURED INSIDE TO INSIDE. ' ' 30 4,0 @EX. W11-10 @EX. W11-100 ap SCALE: 1 "=40' ",, EX. R2B(CA)@ "-R2-1(45)@ ' ' ' " ' '" ' 30 4,0 ap SCALE: 1 "=40' LEGEND CALTRANS TYPE D LOOP DETECTOR MODIFIED TYPE E LOOP DETECTOR PER CITY STANDARDS @ RIGHT EDGE LINE (DETAIL 278). @ BIKE LANE LINE (DETAIL 39). @ BIKE LANE LINE (DETAIL 39A). @ BARRIER LINE (DETAIL 38). @ INSTALL PAVEMENT MARKING. (z) PAINT LANE LINE (DETAIL 12). [fil INSTALL TYPE E DETECTOR LOOPS AS SHOWN AND SPLICE TO EXISTING DLC'S IN ADJACENT PULL BOX. w INSTALL TYPE D DETECTOR LOOPS AS SHOWN, AND SPLICE TO EXISTING DLC'S IN ADJACENT PULL BOX. @ PAINT BARRIER LINE (DETAIL 38A) (jJ) © @ 0 @ @ @) @ INSTALL NEW SIGN AND POST. PAINT MEDIAN NOSE YELLOW. PAINT CURB RED. BARRIER LINE (DETAIL 388). BARRIER LINE (DETAIL 38A). DOUBLE DOUBLE YELLOW LINE (DETAIL 28). DOUBLE YELLOW LINE (DETAIL 22). WHITE CONTINENTAL CROSSWALK. SEE CONTINENTAL CROSSWALK DETAIL. @ DOUBLE YELLOW LINE (DETAIL 21). ® @ @ @ 0 @ @ @ ® @ ® © @ ® ~ BLUE /SA MARKING. PAINT ACCESSIBLE LINE PER STANDARD PLAN A90A. 4" WHITE LINE PAINT. LANE LINE (DETAIL 9 ). REMOVE METAL POSTS. REMOVE AND REPLACE SIGN AND POST. REMOVE SIGN AND POST. REMOVE SIGN. PAINT CURB GREEN. RELOCATE SIGN. INSTALL NEW SIGN. REPLACE SIGN. LANE DROP LINE (DETAIL 378). LANE LINE EXTENSION (DETAIL 40). YELLOW CONTINENTAL CROSSWALK. SEE CONTINENTAL CROSSWALK DETAIL. @ 6" BLUE PAINT. @ REMOVE EXISTING STRIPING. @ BARRIER LINE (DETAIL 38C). @ LANE DROP LINE (DETAIL 37C). @ REMOVE RED CURB. OC) '° "' ,< D (f) (f) I C 0 Q_ " rn I U) <{ 0 C c:: / U) C 0 Q_ / "O 0 0 / Q) > L 0 L G) > 0 0 rn z -D r.=:::-:=--::-:-------------:;;;;;;;;;;;;;;;;;;;;:---7-7---7-------------------------,imITTii=ni:iv-" ____ T _________________________ 1'.:': PREPARED BY: REVIEWED BY: I lTERIS'=-~\, FR1 " No, 72982 scj--7 / U) .D 0 ANTONY BRINE RCE 45521 J, CITY TRAFFIC ENGINEER ;': ---------------------------------------~-------------------------~-------/ J'hJ O _& APR 2016 AS-BUILT DESIGNED: NXK DRAWN: NXK t-----------1 g:'w '~--04/22/2016 CHECKED: DA TE: (f) L _____________________________________________________ _L___.'.P~A~UL~FR~IS~L~IE _____ _!:D~A_!:TE:.._ ___ _:~:::~:_ __ _J~NO~._j__'.:DA~TE'.:..__Jl_:D'.:ES~C:'.:R:'.'.:IP~Tl~ON::O:_F_.'.:R:_EVl~S~ION~S'...._ ___________________ J..:_::_:_:::_pE!f.A~Fl]A:EPR[._;2~2:,_, l!20Q11~6L ____________________ l._:'.SH~E::_ET:..__ _ _:O:'.'.F __ j 3, 7 MA T C H L I N E S T A 3 0 + 5 0 - S E E B E L O W L E F T R-6045-S 40CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SIGNING AND STRIPING PLAN DOVER DRIVE & WESTCLIFF DRIVE IMPROVEMENTS C-5583(A) 1700 Carnegie Avenue, Suite 100 Santa Ana, CA 92705-5551 Phone: (949) 270-9480 Fax: (949) 270-9481 MA T C H L I N E S T A 2 0 + 0 0 - S E E S H E E T 2 3 M A T C H L I N E S T A 3 0 + 5 0 - S E E A B O V E R I G H T M A T C H L I N E S T A 4 1 + 0 0 - S E E S H E E T 2 5 24 DOVER DRIVE STA 20+00 TO STA 41+00 DOVER DRIVE16 T H S T R E E T CA S T A W A Y S L A N E DOVER DRIVE WE S T C L I F F D R I V E W E S T C L I F F D R I V E MATCHLINE STA 11+44 - SEE SHEET 27 SIGNING AND STRIPING GENERAL NOTES: STRIPING NOTES: £X. R2-1(45)~1r, £X. R28(CA)@ I I I I 'r----~· ---"7S/4G,1-N':..-:..·-;,\~"-® _____ --!.,-,;:-\---------£X._B.US STOP\ _____ ,,, ____ CA ~::i • __ _. __ ~-\ ----------·'=""''="==~=-'T=--=======--....,------=====----,,.·L--lili-:-V- 3 '@ " - - - - - --~ 1---- 3 -1----8 ---+--- £X. CITY CUSTOM SIGN :.. ---+---------+-------+-- I £X. R28(CA) SIGN "A" £X. R2-1(45) £X. R.3-1 6" WHIT£ DIAGONAL @ 45" HATCHING AND 75' SPACING (TYP.) I I I II I I 11 11 I 11 I 6 "P£D" 11 I 11 / I \ 11 I 11PE i~lti : I £X. W11-2 ---+- _...., db 11 11» @R4-11 14' I 13'~ 1t ii 14' I 13'1 I I l II 11 (j])R4-7, TYP£ N I ' II (o' l ! R4-7,(j]) \\ I £X. R28(CA)@ TYP£ K-1 I\ I R/C .318' ----'---+-..,_ _____ _ ---+---::: 2 .35 ' ::: ~ --I--"" "' R6 1 370, £X. R7.3-6(CA)@ ::: 235, ::: TYP£ IV ARROW (TYP.) 6 ------1--------• -----,.._ ---o: __ @"".;,-@--------------------r~---1-4-0-;----------------.--! "' 2~5• "' 10' TYP£ I ARROW (TYP.~ ------~ -..., ---1 ~------------.,.. --------r ;:::::4 -------.,.. "' "' 6 ------~ ------~--~ 6 "' 235' "' ---~c;;~~-::::::~. == -~ -~-------i . ---===----~---=~------~-----.:'_--~----IX C~5,J;'I: f:{,7 -- £X. w74(CA) -----t_fjR4-:._~ -@;; R28(~)___ --------~~~28(C;)------7 £X. W1-7 - ----------_ __,_. ____ £X. D11-1(MOD) @£X. w74(CA) W7.3;,\(CA)@ : £X. TYP£ N-l(CA) @SIGN "A:_----45· HATCHING AND 75' 1 __ \]-@£X. R28(CA) --------------;,; WHIT£ DIAGONAL-@ -----------------£X. R2-1(.35J _______ 7 ---SPACING (TYP.) \ I I I I I I ''--'' \.I'-(J_ □---- 6 105' -~--------- @£X. R28(CA) @£X. R28(CA) £X. BUS SIGN ---- Q 30 4p BP @R.3-7 --R4--~~ c=J±:==::::rJ SCALE: 1 "=40' £X. R4-7 £X. SNS ----- 3 1. UNL£SS OTH£RW/S£ NOT£D, FINAL STRIPING SHALL B£ SPRAYABL£ R£FL£CTORIZ£D TH£RMOPLASTIC AND APPLl£D P£R TH£ SP£CIAL PROVISIONS. BIK£ LAN£ L£G£NDS SHALL B£ TWO COATS PAINT. ALL LIMIT LIN£$, CROSSWALKS, AND ARROW MARKINGS SHALL B£ TH£RMOPLASTIC THROUGHOUT TH£ PROJ£CT. 2. R81(CA) SIGNS TO B£ 12" x 8". .3. INSTALL BLU£ R£FL£CTIV£ MARK£RS AT £V£RY FIR£ HYDRANT P£R CITY STANDARD. 10' 4' 10· (D 12· WHIT£ LIMIT LIN£/CROSSWALK. CROSSWALK WIDTH AS SHOWN AND IS M£ASUR£D INSID£ TO INSID£. @ RIGHT £DG£ LIN£ (D£TAIL 27B). @ BIK£ LAN£ LIN£ (D£TAIL .39). @ BIK£ LAN£ LIN£ (D£TAIL .39A). @ BARRl£R LIN£ (D£TAIL .38). @ INSTALL PAV£M£NT MARKING. (z) PAINT LAN£ LIN£ (D£TAIL 12). NO PARKING ENTIRE BLOCK R8-1(MOD) SIGN "A" [fil INSTALL TYP£ £ D£T£CTOR LOOPS AS SHOWN AND SPLIC£ TO £XISTING DLC'S IN ADJAC£NT PULL BOX. w INSTALL TYP£ D D£T£CTOR LOOPS AS SHOWN, AND SPLIC£ TO £XISTING DLC'S IN ADJAC£NT PULL BOX. @ PAINT BARR/£R LIN£ (D£TAIL .38A) (jJ) © @ 0 @ @ @) @ INSTALL N£W SIGN AND POST. PAINT M£DIAN NOS£ Y£LLOW. PAINT CURB R£D. BARRl£R LIN£ (D£TAIL .38B). BARRl£R LIN£ (D£TAIL .38A). DOUBL£ DOUBL£ Y£LLOW LIN£ (D£TAIL 28). DOUBL£ Y£LLOW LIN£ (D£TAIL 22). WHIT£ CONTIN£NTAL CROSSWALK. S££ CONTIN£NTAL CROSSWALK D£TAIL. @ DOUBL£ Y£LLOW LIN£ (D£TAIL 21). ® @ @ @ 0 @ @ @ @ @ ® © @ ® ~ BLU£ /SA MARKING. PAINT ACC£SSIBL£ LIN£ P£R STANDARD PLAN A90A. 4" WHIT£ LIN£ PAINT. LAN£ LIN£ (D£TAIL 9 ). R£MOV£ MITAL POSTS. R£MOV£ AND R£PLAC£ SIGN AND POST. R£MOV£ SIGN AND POST. R£MOV£ SIGN. PAINT CURB GR££N. R£LOCAT£ SIGN. INSTALL N£W SIGN. R£PLAC£ SIGN. LAN£ DROP LIN£ (D£TAIL J7B). LAN£ LIN£ £XT£NSION (D£TAIL 40). Y£LLOW CONTIN£NTAL CROSSWALK. S££ CONTIN£NTAL CROSSWALK D£TAIL. @ 6" BLU£ PAINT. @ R£MOV£ £X/STING STRIPING. @ BARR/£R LIN£ (D£TAIL .38C). @ LAN£ DROP LIN£ (D£TAIL .37C). @ R£MOV£ R£D CURB. OC) '° "' ,< D (f) (f) I C 0 Q_ " rn I U) <{ 0 C c:: / U) C 0 Q_ / -0 0 0 / Q) > L 0 Q 2p ,o Bp L G) > 0 0 rn z SCALE: 1 "=40' -D r.=:::-:=-::-:------------:;;;;;;;;;;;;;;;;;;;;:---7-7---7-------------------------,imITTii=ni:iv-" ____ T _________________________ 1'.:': PREPARED BY: REVIEWED BY: I lTERIS'=-~'-FR1 " No. 72982 '"" -7 / U) .D 0 ANTONY BRINE RCE 45521 J, CITY TRAFFIC ENGINEER ;': r---+------------------------------------~-------------------------------<,,,-w"hJ O _& APR 2016 AS-BUILT DESIGNED: NXK DRAWN: NXK t--------t g:'w '~--04/22/2016 CHECKED: DA TE: (f) L __________________________________________________ __l_~PA~U:':L_!F~Rl~SL~IE:_ ____ ~D~ATE~---~~==~=----1..'.N'..:O:... L~D_:ATE'..:.__J_:D'.:ES~C~Rl'.'.:PTl~O~N'...:O~F~R~E~Vl~Sl~ON~s~ __________________ ...1......::.....::.:..JP~M![Fl]!AP['.ER[..122i.J2~01!J!6L ___________________ 1.:s'.:'.HE=E.'..T _~o~F-_J 3- ~ M A T C H L I N E S T A 5 9 + 0 0 - S E E S H E E T 2 6 R-6045-S 40CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SIGNING AND STRIPING PLAN DOVER DRIVE & WESTCLIFF DRIVE IMPROVEMENTS C-5583(A) 1700 Carnegie Avenue, Suite 100 Santa Ana, CA 92705-5551 Phone: (949) 270-9480 Fax: (949) 270-9481 MA T C H L I N E S T A 4 1 + 0 0 - S E E S H E E T 2 4 MA T C H L I N E S T A 4 9 + 5 0 - S E E B E L O W L E F T MA T C H L I N E S T A 4 9 + 5 0 - S E E A B O V E R I G H T 25 DOVER DRIVE STA 41+00 TO STA 59+00 CO R N W A L L L A N E CU M B E R L A N D L A N E DOVER DRIVE DOVER DRIVE ET O N P L A C E KE N T L A N E HA R R O W P L A C E SIGNING AND STRIPING GENERAL NOTES: STRIPING NOTES: EX. R1-1@ - I -------- ,,.,...------.... ,' '"" / ' I \ I \ I , \ \ I I I Ii? 18' I I I I I I I \ I I I 1 EX, TYPE N @EX. W1-7 / , , I I I \ I \ \ I I 2p 4-p SCALE: 1 "=40' ------........... ' ' Bp 7 s 2.0 4P > SCALE: 1 "=40' 1. UNLESS OTHERWISE NOTED, FINAL STRIPING SHALL BE SPRAYABLE REFLECTOR/ZED THERMOPLASTIC AND APPLIED PER THE SPECIAL PROVISIONS. BIKE LANE LEGENDS SHALL BE TWO COATS PAINT. ALL LIMIT LINES, CROSSWALKS, AND ARROW MARKINGS SHALL BE THERMOPLASTIC THROUGHOUT THE PROJECT. 2. R81(CA) SIGNS TO BE 12" x 8". J. INSTALL BLUE REFLECTIVE MARKERS AT EVERY FIRE HYDRANT PER CITY STANDARD. 4' 10· 10· (D 12· WHITE LIMIT LINE/CROSSWALK. CROSSWALK WIDTH AS SHOWN AND IS MEASURED INSIDE TO INSIDE. @ RIGHT EDGE LINE (DETAIL 27B). @ BIKE LANE LINE (DETAIL J9). @ BIKE LANE LINE (DETAIL J9A). @ BARRIER LINE (DETAIL J8). @ INSTALL PAVEMENT MARKING. (z) PAINT LANE LINE (DETAIL 12). [fil INSTALL TYPE E DETECTOR LOOPS AS SHOWN AND SPLICE TO EXISTING DLC'S IN ADJACENT PULL BOX. w INSTALL TYPE D DETECTOR LOOPS AS SHOWN, AND SPLICE TO EXISTING DLC'S IN ADJACENT PULL BOX. @ PAINT BARRIER LINE (DETAIL JBA) (jJ) © @ 0 @ @ @) @ @ ® @ @ @ 0 @ ® @ ® @ ® © @ ® ~ ® ® @ ® ® INSTALL NEW SIGN AND POST. PAINT MEDIAN NOSE YELLOW. PAINT CURB RED. BARRIER LINE (DETAIL J8B). BARRIER LINE (DETAIL JBA). DOUBLE DOUBLE YELLOW LINE (DETAIL 28). DOUBLE YELLOW LINE (DETAIL 22). WHITE CONTINENTAL CROSSWALK. SEE CONTINENTAL CROSSWALK DETAIL. DOUBLE YELLOW LINE (DETAIL 21). BLUE /SA MARKING. PAINT ACCESSIBLE LINE PER STANDARD PLAN A90A. 4" WHITE LINE PAINT. LANE LINE (DETAIL 9 ). REMOVE METAL POSTS. REMOVE AND REPLACE SIGN AND POST. REMOVE SIGN AND POST. REMOVE SIGN. PAINT CURB GREEN. RELOCATE SIGN. INSTALL NEW SIGN. REPLACE SIGN. LANE DROP LINE (DETAIL 37B). LANE LINE EXTENSION (DETAIL 40). YELLOW CONTINENTAL CROSSWALK. SEE CONTINENTAL CROSSWALK DETAIL. 6" BLUE PAINT. REMOVE EXISTING STRIPING. BARRIER LINE (DETAIL J8C). LANE DROP UN£ (DETAIL J7C). REMOVE RED CURB. (J; '° "' ,< D (f) (f) I C 0 Q_ " rn I U) <{ 0 C c:: / U) C 0 Q_ / -0 0 0 / Q) > L 0 L G) > 0 0 rn z -r::=:-:-:::--::-:--------------:;;;;;;;;;;;;;;;;;;::---T-,----r---------------------------"Tioruiewi:;:;-;w:------,----------------------------1~ PREPARED BY: REVIEWED BY: - lTERIS'=- I ~'-FRJs ;": ~ 7 / U) _o 0 No, 72982 ANTONY BRINE RCE 45521 J, CITY TRAFFIC ENGINEER scJ-l---:--+-----+----------------------------1--------.-----+--------------------~--------l-w"hJQ _& APR 2016 AS-BUILT DESIGNED: DRAWN: -C: I~--04/22/2016 NXK NXK 1----------15 L _____________________________________________________ _l _ __!'.P~AU~L;!!FR~IS~L~IE _____ _!:D~ATE~ ____ _::~~~---_L~NO:·..l_~DA~TE.:..__J__:D'.:ES:'.C~R~IP~Tl~ON~O~F..".R::EVl~S~ION~s ____________________ i::c~HE::C:::K::ED=-:_fl[l_]DAE]TE:[:~...1!~L-------------------_JLS~H~E:ET~-~O~F __ J~ PMF APR. 22, 2016 , 7 MA T C H L I N E S T A 5 9 + 0 0 - S E E S H E E T 2 5 R-6045-S 40CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SIGNING AND STRIPING PLAN DOVER DRIVE & WESTCLIFF DRIVE IMPROVEMENTS C-5583(A) 1700 Carnegie Avenue, Suite 100 Santa Ana, CA 92705-5551 Phone: (949) 270-9480 Fax: (949) 270-9481 M A T C H L I N E S T A 7 0 + 0 0 - S E E B E L O W L E F T MA T C H L I N E S T A 7 0 + 0 0 - S E E A B O V E R I G H T 26 DOVER DRIVE STA 59+00 TO IRVINE AVENUE DOVER DRIVE DOVER DRIVE IR V I N E A V E N U E SU S S E X L A N E MA R I N E R S D R I V E SIGNING AND STRIPING GENERAL NOTES: STRIPING NOTES: ------ @R2-1(35) £X. SNS @R1-1 I I I ®) £X. R24(CA) ___ I I __ I \ \ R/C 22' \ ----------, '---------,, ✓ @£X. R2-1(35) R81(CA)(j]) -\ -i1 I I ., I 1, I @w11-2 I I I £X. R2-1(30) I I , -__, . ___ RI~ 62~~ ------------------=---:.._------;_-- • I I I I I I I I I I I I /I I JIB, I . JI I I !...12:... I R/C 30' ~I j I JOIN TO ElaSTING STRIPING 9 @EX. R2-1(30) QYR4-11 2p 4p SCALE: 1 "=40' Bp 6" WHIT£ DIAGONAL @ 45' HATCHING AND 75' SPACING (TYP.) -- 9 30 4p SCALE: 1 "=40' £X. W11-2@ £X. W11-2P@ --~ Bp 154' 1. UNLESS OTH£RW/S£ NOTED, FINAL STRIPING SHALL B£ SPRAYABL£ R£FL£CTORIZ£D THERMOPLASTIC AND APPLIED P£R TH£ SPECIAL PROVISIONS. BIK£ LAN£ L£G£NDS SHALL B£ TWO COATS PAINT. ALL LIMIT LIN£$, CROSSWALKS, AND ARROW MARKINGS SHALL B£ THERMOPLASTIC THROUGHOUT TH£ PROJECT. 2. R81(CA) SIGNS TO B£ 12" x 8". 3. INSTALL BLU£ R£FL£CTN£ MARKERS AT £VERY FIR£ HYDRANT P£R CITY STANDARD. 10' 10· 10· CONTINENTAL CROSSWALK DETAIL (D 12· WHIT£ LIMIT LINE/CROSSWALK. CROSSWALK WIDTH AS SHOWN AND IS M£ASUR£D INSIDE TO INSIDE. @ RIGHT £DG£ LIN£ (DETAIL 27B). @ BIK£ LAN£ LIN£ (DETAIL 39). @ BIK£ LAN£ LIN£ (DETAIL 39A). @ BARRIER LIN£ (DETAIL 38). @ INSTALL PAV£M£NT MARKING. (z) PAINT LAN£ LIN£ (DETAIL 12). [fil INSTALL TYP£ £ D£T£CTOR LOOPS AS SHOWN AND SPLICE TO EXISTING DLC'S IN ADJACENT PULL BOX. w INSTALL TYP£ D D£T£CTOR LOOPS AS SHOWN, AND SPLICE TO EXISTING DLC'S IN ADJACENT PULL BOX. @ PAINT BARRIER LIN£ (DETAIL 38A) (jJ) © @ 0 @ @ @) @ INSTALL N£W SIGN AND POST. PAINT MEDIAN NOS£ YELLOW. PAINT CURB R£D. BARRIER LIN£ (DETAIL 38B). BARRIER LIN£ (DETAIL 38A). DOUBLE DOUBLE YELLOW LIN£ (DETAIL 28). DOUBLE YELLOW LIN£ (DETAIL 22). WHIT£ CONTINENTAL CROSSWALK. S££ CONTINENTAL CROSSWALK DETAIL. @ DOUBLE YELLOW LIN£ (DETAIL 21). ® @ @ @ 0 ® ® @ ® @ ® © @ ® ~ BLU£ /SA MARKING. PAINT ACCESS/BL£ LIN£ P£R STANDARD PLAN A90A. 4" WHIT£ LIN£ PAINT. LAN£ LIN£ (DETAIL 9 ). R£MOV£ MITAL POSTS. R£MOV£ AND R£PLAC£ SIGN AND POST. R£MOV£ SIGN AND POST. R£MOV£ SIGN. PAINT CURB GR££N. R£LOCAT£ SIGN. INSTALL N£W SIGN. R£PLAC£ SIGN. LAN£ DROP LIN£ (DETAIL 37B). LAN£ LIN£ £XT£NSION (DETAIL 40). YELLOW CONTINENTAL CROSSWALK. S££ CONTINENTAL CROSSWALK DETAIL. @ 6" BLU£ PAINT. @ R£MOV£ EXISTING STRIPING. @ BARRIER LIN£ (DETAIL 38C). @ LAN£ DROP LIN£ (DETAIL 37C). @ R£MOV£ R£D CURB. (J; '° "' ,< D (f) (f) I C 0 Q_ " rn I U) <{ 0 C c:: / U) C 0 Q_ / "O 0 0 / Q) > L 0 L G) > 0 0 rn z -D r.=:::-:=--::-:--------------:;;;;;;;;;;;;;;;;;;;;:---7-7---7-------------------------,imITTii=ni:iv-" ____ T _________________________ 1'.:': PREPARED BY: REVIEWED BY: I lTERIS'=-~\, FR1 " No, 72982 -cl--7 / U) .D 0 ANTONY BRINE RCE 45521 J, CITY TRAFFIC ENGINEER ;': ---------------------------------------~-------------------------~-------,,,, J'hJ O _& APR 2016 AS-BUILT DESIGNED: NXK DRAWN: NXK t-----------1 g:'w '~--04/22/2016 CHECKED: DA TE: (f) L _____________________________________________________ _L___.'.P~A~UL~FR~IS~L~IE _____ _!:D~A_!:TE:.._ ___ _:~:::~:_ __ _J~NO~._j__'.:DA~TE'.:..__Jl,:D'.:ES~C:'.:R:'.'.:IP~Tl~ON::O:_F_.'.:R:_EVl~S~ION~S'...._ ___________________ J..:_::_:_:::_pE!f.A~Fl]A:EPR[._;2~2:,_, l!20Q11~6L ____________________ l._:'.SH~E::_ET:..__ _ _:O:'.'.F __ j 3-, 26B DOVER DRIVE STA 62+50 TO IRVINE AVENUE MARINERS DRIVE 3151 Airway Avenue, Suite T-1Costa Mesa, CA 92626(714) 966-9060 R-6045-S 40 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SIGNING AND STRIPING IMPROVEMENTS DOVER DRIVE & WESTCLIFF DRIVE IMPROVEMENTS C-5583(A) SIGNING AND STRIPING GENERAL NOTES: DOVER DRIVE IRVI N E A V E N U E SIGNING AND STRIPING CONSTRUCTION NOTES: (@ ® [e p -+- (12') 12' E:XIST Typ REPAINT EXISTING SHARROW MARKINGS EXISTING TO REMAIN INSTALL SIGN($) AND POST IF REQUIRED AS NOTED. INSTALL CALTRANS STRIPING DETAIL PER NUMBER NOTED, INCLUDING INSTALLATION OF RAISED PAVEMENT MARKERS. INSTALL PAVEMENT MARKING OR ARROW AS NOTED REMOVE ALL EXISTING CONFLICT/NG TRAFFIC STRIPING, MARKING, ARROW, OR CHANNELIZER AS NOTED, INCLUDING RAISED PAVEMENT MARKERS BY SANDBLASTING. PAINT RED CURB SIGNALIZED INTERSECT/ON PROPOSED SIGN (ONE POST) EXISTING SIGN (ONE POST) CHANGE OF PAVEMENT DELINEATION DETAIL EXISTING WIDTH PROPOSED WIDTH EXISTING TYPICAL 1. STRIPING SHALL BE REFLECTOR/ZED THERMOPLASTIC AND APPLIED PER THE SPECIAL PROVISIONS. 2. TRAFFIC STRIPING, PAVEMENT MARKINGS AND RAISED PAVEMENT MARKERS SHALL BE INSTALLED IN ACCORDANCE WITH THE 2014 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CAMUTCD) AND 2015 CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS SECTIONS 81, 82, AND 84. i I I R99(CA) I ~~E~, R99(CA) E R99B(CA) EXIST GUTTER 440' /' /~_/ ~ .✓-(_~~~~· <, ~ "'-- , ,' , , , ;! I :is3P , ~ 1 f • I 1/ E R1-1 TYPE N-1 E r ~ , ____ _ '.·'B),(72') 12')(8;•, 1 NEIGHBORHOOD WATCH SIGN \ ~ E ,, EXIST -\ ,,:,; ~ ,,,,, RJ1:_~ E , 1 ff ,I i:~!~ '--.-<~ '-,.__,-/'' ~~'_,,,, _,,,, ,;::_;;-" __ "'''"')II\, ' J1glfl , we N-, _ -'\~'\""' "-" _,,-::"-<·,:co ,,,,,/''~_/- h __.,;:,;·_,,,, ,,/ _.r:. ,.,._,,,, -----• ---:::_-_-_-(G'J -,2~-=~ -._;;;:/ , , __.,- -( 2') I ""'6:)J 5'>-a • ---~ -_,.,-/ == 1 62".'0£,, '--~-~ (21') ·-·-. -~--------------' '1T2T -1 = , / ---6 66+D -= -t\9') _ _ ~-..,; - -. .._ -,---::? I == '«.> ( ~ -t-:::: -~ -64 F O (11')-(:2~) 5 0 ~ = =-=(9J_c.:=--,,-_;_· . _ .. _ ,-ap.;.~ 19) =b -__ ==±-~-_ ~-± ~-. E STCI --'-~•=,e~---c---------'"~-----~-~~ ~, -~--------------~-~ -=~:-=-------\\ - [ (20') (20') !( --------________ --------1 (Typ) I 7r--->: \ ,,, j ,' :JOJS '_ 1' -:~ --r~--------=------- _._ <----· --- c,:, E R2-1(3O) R4-1l E R4-11 E EXIST CURB & GUTTER PREPARED BY: TYPE VII (LT) (Typ) / / / / EXIST CURB & GUTTER IS R61-7(CA) , 3 100' Q 2p 4p SCALE: 1 "=40' APPROVED BY: CIVIL WORKS -.... Engineers, lncL ~~.to i.x----.--1 t----+----+-------------+--------1 2 NO. DATE DESCRIPTION OF REVISIONS ANTHONY E. BRINE, RCE 45521 CITY TRAmc ENGINEER DESIGNED: DRAl'IN: RC EM APPROVED CHECKED: DATE: RC JULY 24, 2017 E m \ \ \ N ... 0 I'- "' ap ... N "' I'- "' '< T) (/) (/) I C 0 0. ... 0 I n / "' C 0. ·c: ~ (/) T) CJ '" '> CJ 0c: / co ~ CJ CJ .c (/) / co CJ -T) 0 0 / n "' 0 SHEET OF n / -0 ,. ' . .. -(-✓-· ;.. ~i I- I (.9 0:::: w > 0 (D <( w w Cl) ~ Cl) w z -.....J I u I- <( 2 A . Two-way roadway - -·-·--·-·-·--··-.• "·--- QYR4-7 - -q- N 1-w w I Cl) w w Cl) <( I- C/) w z -.....J I u ~ 2 ------------ /i\ SCALE: 1 "=40' I-LL w .....J s 0 .....J w (D w w Cl) 0 0 + 0) ..-- ~ Cl) w z -.....J I u ~ 2 SIGNING AND STRIPING GENERAL NOTES: 1. UNLESS OTHERWISE NOTED, FINAL STRIPING SHALL BE SPRAYABLE REFLECTOR/ZED THERMOPLASTIC AND APPLIED PER THE SPECIAL PROVISIONS. BIKE LANE LEGENDS SHALL BE TWO COATS PAINT. ALL LIMIT LINES, CROSSWALKS. AND ARROW MARKINGS SHALL BE THERMOPLASTIC THROUGHOUT THE PROJECT. 2. R81(CA) SIGNS TO BE 12" x 8". 3. INSTALL BLUE REFLECTIVE MARKERS AT EVERY FIRE HYDRANT PER CITY STANDARD. 4/2 10 · IO' STRIPING NOTES: (D 12" WHITE LIMIT LINE/CROSSWALK. ® @ © ® ® CD CROSSWALK WIDTH AS SHOWN AND IS MEASURED INSIDE TO INSIDE. ' RIGHT EDGE LINE (DETAIL 278). BIKE LANE LINE (DETAIL 39). BIKE LANE LINE (DETAIL 39A). BARRIER LINE (DETAIL 38). INSTALL PAVEMENT MARKING. PAINT LANE LINE (DETAIL 12). RECORD DRAWINGS [fil INSTALL TYPE E DETECTOR LOOPS AS SHOWN AND SPLICE TO EXISTING DLC'S IN ADJACENT PULL BOX. These Record Drawings haw been prepared based on lnformc;itlon submitted, In part. by others. Wh ile this Information is believed to be rollable, City of Newport Beach le not responsible for Its accuracy, nor for errors or omissions which may have been incorporated Into these plans as a result. 10' CONTINENTAL CROSSWALK DETAIL [fil INSTALL TYPE D DETECTOR LOOPS AS SHOWN, AND SPLICE TO EXISTING DLC'S IN ADJACENT PULL BOX. @ PAINT BARRIER LINE' (DETAIL 38A) QJl INSTALL NEW SIGN AND POST. Q?) PAINT MEDIAN NOSE YELLOW. @ PAINT CURB RED. (§ BARRIER LINE (DETAIL 38B). BARRIER LINE (DETAIL 38A). @ ® @ @ DOUBLE DOUBLE YELLOW LINE (DETAIL 28). @ @ ® @ @ ~ @ @ @ @ @ ® ® @ @ @) ® DOUBLE YELLOW LINE (DETAIL 22). WHITE CONTINENTAL CROSSWALK. SEE CONTINENTAL CROSSWALK DITAIL. DOUBLE YELLOW LINE (DETAIL 21). BLUE /SA MARKING. PAINT ACCESSIBLE LINE PER STANDARD PLAN A90A. 4 • WHITE LINE PAINT. LANE LINE' (DETAIL 9). REMOVE METAL POSTS. REMOVE AND REPLACE SIGN AND POST. REMOVE SIGN AND POST. REMOVE SIGN. PAINT CURB GREEN. RELOCATE SIGN. INSTALL NEW SIGN. REPLACE SIGN. LANE DROP LINE (DITAIL 378). LANE LINE EXTENSION (DETAIL 40). YELLOW CONTINENTAL CROSSWALK. CROSSWALK DITAIL. 6" BLUE PAINT. SEE CONTINENTAL @ REMOVE EXISTING STRIPING. @ BARRIER LINE (DETAIL 38C). @ LANE DROP LINE (DETAIL 37C). "' " u Ul V) ' C 0 a . .,. 0 I ....--......,..---...-~ -...,, / f 0 @ REMOVE RED CURB. _ ,,------~~ /\ ~ ~ ~ 2p 4,0 8p @ -., _ -,4 Cl --;;;--~:',¢..d G,,..p,',,,e,_,, ll-l8-15 SCALE: 1"=40' 1'J/Ath~ /~-•¾~/~ttr 40 IN s;A LL '(,-7'-t? Li:vi= ' '=''-C'-=; ;_ 583(A) : ~P:::;R:;E;::P~AR:::;E:O~B:Y-::----------::~;:;;;;;:ESS;;;;;;;/;;;;:---7 r7.1, n ,,:-:f-_-;/8-;;-::_-;:;,5T /:-:N-;S:::;::, A~-t...,-:L-A::-:,:::-:-:1 0::-:,..--:( -o::;-,,.-::--;;R;-A;-:P;;;,:-::,.::>::-F;=L:-:A-:-:S--:1-1:-:,-:N;-::G-:' -:,3::-:E-:A:.-L:-:. 0-::-,. -:-N:--:s=-· ---lRiREciiviw'EWEiM=nD~B~Y:~::.....:...=...._71----,-~s;:::-;-:1 G~N:-:1:-N;-:G::-:A~N:-;;:D::--;::S:::T;:;R:::-::I P~l;:N-;-G;:::-:P;::-:-LA-:-::N-;----.:_7 ~ Ji['ERIS°=-§ ,,•' '"•, WESTCLIFF DRIVE i t ,=,-•--m D< No. 72982 ANTONY BRI 45521 DOVER DRIVE TO IRVINE AVENLJE ,-;, ,:_,/ r.::::";'.;;:::.=• CITY TRA IC ENGINEER DOVER DRIVE & WESTCLIFF DRIVE IMPROVEMENTS -., Series of white isoceles triangles Q \ ~=)Q ~-_,,_, VI\, t---t-----+~---------------------1-::::DE=si=GN=ED,-: -NX7Kr:cD:c:RA:::WN-:-: -NX-Kt-----=-=C..:.IT=Y~O:..:.F:...:.N.:::::E..::W:...::...:.:P;;.:;O:...:.R..::.T::::.:...:B:...:.E::..:A..:.;C..:.:H=--:.:.:~.::....;..:, =.:_:R::.:.-_6~0~4~5~-~s~~;w~- ~ Direction of Travel r f~--02/26/2015 .- L ~'-=__.~===-~:--------------------------------------------,L _j__~PA~U~L~F~Rl~SL~IE:.._ ____ ~D~ATE~---~~~~=---_l~N~O:._. L_..'.:DA~TE'..:__J..'.:D:Es~c~R1::_PTI~ON~O:'.:F~R~E~V1:'s1'.:'.0N:'..:s'.._ __________________ J..:c.:.:HE=:c::_:K=:ED::._:JP~M!E.FL:D£!Ft;§lJ::_.=~26~,l2QJ01~5L ___ __:P~U'..':B~L~IC~W~O~R:_r:K~S~D.=E.'.::P~A~R~T~M'.'.'.E~N:T~---~st~IE:_ET~2:_7~o'.'._F~4!0~~- 1~::iill-~ 5o ' _\ I CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT DOVER DRIVE & WESTCLIFF DRIVE IMPROVEMENTS R-6045-S C-5583(A) \ / ✓ // / // X ~ 1\ I I ;/ I \ \ II I II I I I \ \ II II I A-2 1.83 A-1 1.12 I" l,Z, 3iZ> A-E> h7 I" 7 3,Z, A-7 .!:>4 111 , 3,z, A-4 1.23 I" 28 3,Z, l.,Z,2 3,z, A-g 1.4 I" 7 3,Z, A-1,Z, l.,Z,3 I" I 3,Z, v--r-uu 1.72 7+00 ---1~1-~+ ----x--~ t X --\-" I "RECORD DRAWING" 8+00 Graphic Scale 1' ' 20' 0' 20' l.,Z,2 A-IE, 3,Z, I" 1.2 40' 80' "--U) N "--tj- CT> " u Q_ ::J I ~ 0 I ~ 0 N tj- => rn I " 5 " 0 u / U) > ::::, z / C 0 _Q 0 _c (I) L u ~ " (I) s= r:::::-:-::::-::-:---------:::?~~--r--r---r-----------------------1----------------,~ PREPARED BY: ~ 0 0 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT DOVER DRIVE & WESTCLIFF DRIVE IMPROVEMENTS R-6045-S C-5583(A) • 1.28 A-26 31Z> I" 8 :OIZ> I" 16 ---- - ---------------- -----------==== I -------- - + ~ -\ / / / / / .../ - ~ -~ -.P-- ---------INSTALL A IIZ>" ROUND RJLL BOX-~ ---------~---------------- AT EACI-I END OF MAJOJ.! STJ.!EET -----"C-- CJ.<OSSINGS. PULL BOX S_l:IAL-L.- 6E INSTALLED~LINE. CONDUIT, AND Wli.!E. (T'T'F'ICALJ + ~ --------~ c\ ------- I // I // 11-y I / I • a: C LL LL -...J (.) / I ------------::::.::. 4 11 5L. ----- ------------------------::-------lil"L.. ----------i;;.t' -=..::::. -=-:::,: ___ -~I SC 12+00 --- ' -J == ---1 ---- -~ J ---------=---=--=;;r------ ------------r --r_ - J J ---~ -- 1.:07 A-21Z> 31Z> I" ':l ----- DOVER DRIVE ------- ------ A-2I 111 ca -- -- ----------=----3~111 1 - I£>:0 A-22 -- -----...,....,.,---__ -------------~,,' \ - -----~ lil8 ------ .--------~ -- ---------------\ __ ----------___.....-----;;._-----II ------=--- L-----1 -- -------;;; ;;;--- ---------· ----- --, A-:0I .62 ' I" 16 31Z> 1.28 A-2':l .64 X 3,z) :OIZ> ----x----- .-----lf-A_-_2_a--+'I£)~2 X -----X X -----: _ A -: A X A -,, ----A ----A ----IC ----A=--:r,_A _____ r,=]_:: _-_ -_ -=- I" 2 :OIZ> -x-1---- ----_:-::.--" - -""/\ - - - - -_:::--_:::--t _=:-_-_=:-_-_-_-_=:-_-_:::--_-__=-_-_--"" -_-_-_-_-_-__=-_-_-_-_-_-_-_ ---------------------- - -~ --------------- --------------------.....---i,. ----------~ • ------- --------------------- J....---rX- ---- 17+00 18+00 19+00 -+ 20+00 I- DOVER DRIVE ------------------- "RECORD DRAWING" ... ---------- Graphic Scale 1' I 20' I (Y 2fY - 21+00 -I 40' A-23 1.42 I" 6 31Z> A-24 1.42 I" 6 31Z> I 80' ~ "--U) N "--'" "' " u o_ ::J I ~ 0 I ~ 0 N '" => rn I " 5 " 0 u / U) > ::::, z / C 0 .0 0 .c (I) L u ~ " (I) s= r::::-:=:--=:------------:;:::~~:=:s:::::----,-,---r-----------------------------,--------------------------io;:I PREPARED BY: NOTES: L (I) > 0 0 1. 2. 3. REFER TO SHEET LS FOR IRRIGATION NOTES AND LEGEND. BROOK WATER IRRIGATION PLAN ~ REFER TO SHEET L6, L7 FOR IRRIGATION DETAILS AND N u V I s L2 ~ SHEET L8 FOR HYDROZONE TABLES AND WATER USE ~ 0 I STATEMENT. 1---+-----+----------------------------.-----.-----+---------------------.---------1 ;! REFER TO CIVIL PLANS OR INFORMATION ON SLEEVES. LANDSCAPE ARCHITECTURE & APR 2016 AS-BUil T <RECORD DRAw'ING) DESIGNED: DRA~: ,,.,- SLEEVES HEREIN ARE FOR REFERENCE ONLY. AND P L A N N I N G ,__ _____ _, ~ L _____________________________________________________ _L ________________ ::::S,;;;;;;;::;;;;;;;2:::_ _ _J....:.:.N0::·...1.._.:DA~T::E_i:D::E.:SC::.R:::.IP..::Tl.:.ON:.:....::O::..F..::R::EVl.:.:.Sl:.O::N:.:S:_ ___________________ _Lc_H_Ec_K_ED_: _ _j__DA_T_E: ___ L ____________________ L.:sH_:E::E_T~2~9~o=-F...:4~O~:;;, N CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT DOVER DRIVE & WESTCLIFF DRIVE IMPROVEMENTS R-6045-S C-5583(A) 1.3b 4.2 3,z, 3,z, V ---------------- ---- - - - - - ----=---=----=----=------------ ---·-, ---- -=· ::::· -· -, ' ..,.> ____ A=---- • ------- DOVER DRIVE ---- 1.38 3,z, -- 1.2b 3,z, --- w w (J) \----------.....---1 .. b.&2 1.2~ 3,z, - ---------- -"""E\__ ___________ _ INSTALL A l,Z," ~ND FULL eox -~ AT E:ACI-< END OF MAJOR STREET C~S&INGS. FULL eox &!-<ALL - .4~ 6-1,Z, 3,Z, I" 14 BE INSTALLED OVER MAINLINE:, ---___ -- CONDUIT, AND WI~. (TYFICAL) \ \ .:..__. _ --.:-:.. ___ -:_:-_ -- ' ' l ~ --: -=---=--=-~-=---=---=--=--=---=---\ \ -----------------------------------\ \ ~.:: -- --_:::-_:::--- ------~---------- --\~ ------~ ------------------- --------------32+00 ------- 6-11 I" 14 3,Z, --_,, ------ / / 1-"2 6-12 3,Z, 1" 2 3,z, 6-7 111 I -------w w --u--------- --------------....--:----,.,.. -- ------.... --------,v----\'"" --_::--I ~~I--..--~= --_::-- ~ ----------I--- ' ~, ~, ~ f': ~~ fl\ .....--- "'cnl -~ -~' -------~' ------------' ----~, ---,.. ~ ,-=:-- - - - - -:_ --c=J -- DOVER DRIVE .~ -----------===-- - - ------- - -(!eil -----------=----=;:--==-==--------------------- ----------@il ----------------------= -----,---------= :.--\ --' ------------/ ....__ ---------------------- ----/ / ------ / / / \ I / / -------- F.OC. '6' -EXISTING 2" I ~ --- ---- --- ----------- WATER METER. FIELD - VERIFY EXACT LOCATION. I ...J -=--=--=-=.. -=::.. -_ 9 I 6 ------P----=----=--I ~ - --1'.i® --------. ---------------------: ----~3::e ----p ------ "RECORD DRAWING" ---- IRRIGATION DEMAND, 26 C.FM AT && FSI. STATIC FRE:SSURE IS C.IVE:N AS ~ F&I. SET FRE:SSURE REDUCING VALVE AT b& FSI. Graphic Scale 1' ' 20' 0' 20' ---. --I ----■ 40' 80' -"-. U) N "-. tj- CT> " u Q_ ::J I -0 I -0 N tj- => rn I " 5 " 0 u / U) > ::::, z / C 0 _Q 0 _c (I) L u ~ " (I) s= tn,_ - - - - - - - II NOTES: r::::-:=:--=-=------------:;:::~~:=:s:::::----,-,---,-----------------------------,--------------------------io;:I PREPARED BY: 1. REFER TO SHEET L5 FOR IRRIGATION NOTES AND LEGEND. 2. REFER TO SHEET L6, L7 FOR IRRIGATION DETAILS AND BROOK WATER SHEET LB FOR HYOROZONE TABLES AND WATER USE STATEMENT. NU VIS 3. REFER TO CIVIL PLANS OR INFORMATION ON SLEEVES. IRRIGATION PLAN L3 L (I) > 0 0 -0 I -0 N -----------------------------------.-------,------+-----------------------,.-------tj- APR 2016 AS-BUil T <RECORD DRAw'ING) DESIGNED: DRA~: -/ SLEEVES HEREIN ARE FOR REFERENCE ONLY. LANDSCAPE ARCHITECTURE AND PLANNING ,__ ______ _, (') L _____________________________________________________ _L ________________ ::::S,;,;;;;;:;;;;;.;;2:::._ _ __J....:.:_N0::·...1.._.:oA~T=E-.l.:D::E.:SC::.R:::.IP..::Tl.:.ON:.:....::O::..F..::R::EVl.:.:.Sl:.O::N:.:S:_ ___________________ _Lc_H_Ec_K_ED_: _ _j__DA_T_E= ___ L ____________________ L..:SH_:E::E_T~3~Q~O=-F..:4~0~; N CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT DOVER DRIVE & WESTCLIFF DRIVE IMPROVEMENTS R-6045-S C-5583(A) NOTES: w w en 1. REFER TO SHEET LS FOR IRRIGATION NOTES AND LEGEND. 2. REFER TO SHEET L6, L7 FOR IRRIGATION DETAILS AND SHEET LB FOR HYDROZONE TABLES AND WATER USE STATEMENT. 3. REFER TO CIVIL PLANS OR INFORMATION ON SLEEVES. SLEEVES HEREIN ARE FOR REFERENCE ONLY. lh':l B-13 31Z> I" 21Z1 DOVER DRIVE BROOK WATER 1.2 !:> B-1!:> WI" 13 1.16 B-IE, 31Z> I" le B-1':l 1.27 I" IE, 31Z> B-18 I.IZ>2 31Z> NOTE: I-IATCI-I F'ATTE~ REPRESENTS STREAM SF'RAYS. REFER TO LEC.END AND DETAILS. (TYPICAL) CONTRACTOR SI-IALL COORDINATE WITI-I CITY TO ADD EXISTINC:, TURF IRRIC.ATION VALVES TO NEW CONTROLLER 'B". RETU~ Tl-IE EXISTINC:, CONTROLLER no BE REPLACED) TO Tl-IE CITY PAF.KS DEPARTMENT. VALVE WIRINC:, CAN BE DONE BY EITI-IER OF Tl-IE FOLLOWINC:, TWO OPTIONS, OPTION I, RUN NEW TWO-WIRE PATI-I FROM Tl-IE CONTROLLER TO EACI-I EXISTINC:, REMOTE CONTROL VALVE. OPTION2: INSTALL A TDI C.REEN TECI-I TWO-WIRE ADAPTER CONNECT CONVENTIONAL WIRES FROM EXISTINC:, REMOTE CONTROL VAL YES TO Tl-IE ADAPTER CONNECT Tl-IE ADAPTER TO Tl-IE TWO-WIRE PATI-I INSIDE Tl-IE CONTROLLER ASSEMBLY. CONTACT Tl-IE JOI-IN DEERE C.REEN TECI-I REP FOR FURTI-IER INSTRUCTION. I :,,- .!:>':l B -2 2 31Z> I" 2 '----IRRIC.ATION CONTROLLERS -MOUNT IN ENCLOSURE. CONNECT CONTROLLERS TO EXISTINC:, 121Z> A.C. ELECTRICAL SERVICE. FIELD VERIFY EXACT LOCATION OF EXISTINC:, SERVICE. 1.11 31Z> "RECORD DRAWING" Graphic Scale 1' I 20' 0' 20' 40' 80' m n m 0 co "--U) N "--sd- CT> " u Q_ ::J I ~ 0 I ~ 0 N sd- => rn I "' 5 "' 0 u / U) > ::::, z / C 0 _Q 0 _c GJ L u ~ "' GJ s= r::::-:=:--=:------------:;:::~~:=:s:::::----,-,---,-----------------------------,--------------------------io;:I PREPARED BY: NU VIS LANDSCAPE ARCHITECTURE AND PLANNING IRRIGATION PLAN L4 L GJ > 0 0 ~ 0 I ~ 0 N 1---+--------------------------------,----....---------------------------,.--------1sa-& APR 2016 AS-BUil T <RECORD DRAw'ING) DESIGNED: DRA~: NO. DATE DESCRIPTION OF REVISIONS CHECKED: DATE: ~ / ,__ _____ _, (') s= SHEET 31 OF 4Q ? N CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT DOVER DRIVE & WESTCLIFF DRIVE IMPROVEMENTS R-6045-S C-5583(A) ’ ” ” ” ” ’ ’ ” ” ” ’ •– ” •– ” •– ” ’ ” ’ ’ ’ ’ ” IRRIGATION NOTES DRIPLINE NOTES: IRRIC':sATION LEC':sEND I. Tl-IE CONTRACTOR SI-IALL REVIEW RELATED DRAWINC.S AND SI-IALL EN6URE COORDINATION WITI-I ALL I. FLANS ARE DIAc.RAMMATIC. INSTALL DRIFLINE AND COMPONENTS FER MANUFACTURERS FSI FLOW RATE MAX. MAX. DETAIL SYMBOL MODEL NUMBER DESCRIPTION (GFM) RADIUS &FACING REF. APPLICABLE TRADES PRIOR TO 6U6MITTINC:, BID. INSTRUCTIONS AND INSTALLATION DETAILS. 2. Tl-IE IRRIC.ATION S'T'STEM SI-IALL BE INSTALLED IN CONFORMANCE WITI-I ALL APPLICABLE STATE AND LOCAL 2. INSTALL DRIPLINE A MAXIMUM OF 16 APART WITI-I EMITTERS TRIANC:sULARL 'T' SPACED. w &11Z>Z-12F-XF-COM -MF21Z>IZ>IZ>-IW TORO POF-UF SI-IRUB SPRA'T' W/ I-IUNTER MF ROTATOR NOZ. 3,z, IZ>.14 21' l'!I' L 1/1& CODES AND ORDINANCES B'T' LICENSED CONTRACTORS AND EXPERIENCED WOl'i!KERS. CONTRACTOR SI-IALL OBTAIN INSTALL 2 FROM PERIMETER OF PLANTED AREA. TI-IERE SI-IOULD BE A MINIMUM OF TWO ~ AND FA'T' FOR ALL REQUIRED PERMITS AND FEES RELATINC:s TO TI-IEIR WORK. DRIFLINE LATERALS IN EACI-I PLANTED AREA. DRIFLINE SI-IALL BE INSTALLED AT A &11Z>Z-12F-XF-COM-MF3,Z,,Z,,Z,-IW TORO POF-UF SI-IRUB SFRA'T' W/ I-IUNTER MF ROTATOR NOZ. 3,z, 1.e2 3,Z,' 21' L 7/l!io CONSISTANT DEFTI-I TI-IROUC:sl-lOUT Tl-IE CIRCUIT. @ &o @ &11Z>Z-12F-FRX-COM-OTl!l>F ,1-1,Q TORO POF-UF SI-IRUB SPRA'T' 3,z, 2.31,1.16,.!;6 I&' 14' L 7/1& 3. TI-IIS DESIC.N 16 DIAc.RAMMATIC. ALL FIFINC:s, VALVES, ETC. SI-IOWN WITI-IIN FAYED AREAS 16 FOR DESIC.N CLARIFICATION ONL 'T' AND 61-lALL BE INSTALLED IN FLANTINC. AREAS WI-IERE P05SIBLE. AVOID AN'T' CONFLICTS 3. PLACE AIR/VACUUM RELIEF VALVES AT Tl-IE I-IIC.I-IE6T POINTS OF EACI-I ZONE AND JUST @ 'V v &11Z>Z-12F-FRX-COM-OTl2F ,1-1.Q TORO POF-UF SI-IRUB SFRA'T' 3,z, 1.46,14,31 12' II' L 1/l!io BETWEEN Tl-IE SPRINl<.LER SYSTEM, FLANTINC:s AND ARCI-IITECTURAL FEATURES. PARALLEL FIFES MAY BE INSTALLED BELOW CI-IECK VALVES ON SLOPES. INSTALL ONE AIRNACUUM RELIEF VALVE FOR EVERY 112& IN COMMON TRENCI-I. FIFES ARE NOT TO BE INSTALLED DIRECTL 'T' A60YE ONE ANOTI-IER. OF TOTAL DRIFLINE FER ZONE. @ QQ &11Z>Z-12F-FRX-COM-OTIIZ>F,l-l,Q TORO POF-UF SI-IRUB SPRA'T' 3,z, 1.1?)3 ,.s, 1,2 3 IIZ>' '!I' L 7/1& 4. DO NOT WILLFULL 'T' INSTALL Tl-IE SPRINKLER 6'T'STEM AS 61-!0WN ON Tl-IE DRAWINC.6 WI-IEN IT 16 OBVIOUS IN Tl-IE 4. PLACE FLUSI-I VALVES AT Tl-IE l-l'T'DRAULIC CENTER OF Tl-IE EXI-IAUST I-IEADER OR AT LOW liij &11Z>Z-12F-FRX-COM-OT 4Xl!io-LCS.RCS TORO POF-UF SI-IRUB STRIP SFRA'T' 3,z, .33 4'xl&' 4'x11Z>' L 1/l!io FIELD TI-IAT 065TRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN Tl-IE AREA DIMEN610N6 EXIST TI-IAT MIC.I-IT NOT POINT ON 6LOFE6. [g~g~g~g~~ &11Z>Z-4F-FRX-COM-IIZ>-66F-FC TORO POF-UF STREAM 6FRA'T' 3,z, 2.IIZ> L 1/14 • L 1/16 I-IAYE BEEN CONSIDERED IN Tl-IE ENC:slNEERING. 6UCI-I OB6TRUCTION6 OR DIFFERENCES 61-!0ULD BE BROUGI-IT TO Tl-IE -- ATTENTION OF Tl-IE OWNERS AUTI-IORIZED REPRESENTATIVE. IN Tl-IE EVENT TI-IAT Tl-!16 NOTIFICATION 16 NOT &. INSTALL IN-LINE CI-IECK VALVES ON 6LOFE6 GREATER TI-IAN 3% AND WI-IERE LOW-LINE RWS-B-C-14,Z,1 RAIN BIRD ROOT WATERING S'T'6TEM -TREES 3,z, 2& L 1/13 PERFORMED, Tl-IE CONTRACTOR 61-!ALL A66UME FULL RE6FON61BILIT'T' FOR AN'T' REYl610N6 NECE66AR'T'. DRAINAGE COULD CAUSE WET AREAS IN Tl-IE LOWEST AREAS OF AN IRRIGATION ZONE. CI-IECK ■ -- VALVES SI-IALL BE PLACED EYER'T' 4-& FEET BETWEEN DRIFLINE LATERALS AND BEFORE Tl-IE INSTALL TWO 6UBBLERS FER TREE &. IT 16 Tl-IE RE6FON61BILIT'T' OF Tl-IE CONTRACTOR TO BECOME FAMILIAR WITI-I ALL GRADE DIFFERENCES, FLUSI-I VALVE. s DW-FRV.BY SERIES / TW-D-X / GRISWOLD REMOTE CONTROL VALVE I RAINMA6TER TWO-WIRE DECODER WITI-I FRE66URE LE>/6 LOCATION OF WALLS. RETAINING WALLS, ETC. COORDINATE WOl'i!K WITI-I Tl-IE GENERAL CONTRACTOR AND OTI-IER T-&6&-1,Z,-E,E, REGULATION AND NIBCO BRA66 BALL VALVE SU6CONTRACTOR6 FOR Tl-IE LOCATION AND Tl-IE INSTALLATION OF FIFE 6LEEYE6 TI-IROUGI-I WALLS. UNDER 6. ON ALL 6LOFE6 AND MOUNDS, PLACE Tl-IE DRIFLINE LATERALS PARALLEL TO Tl-IE 6LOFE ROADWA'T'S, FAYING, STRUCTURES, ETC. CONTRACTOR TO YERIF'T' Tl-IE LOCATION OF EXl6TINC:s UNDE'-iuROUND CONTOUR WI-IERE F0561BLE. INCREASE Tl-IE LATERAL 6FACINC:s B'T' 2S-% ON Tl-IE LOWER f. DWS SERIES/ TW-D-X I 1-121Z>l-11S-1-IIZ>IIZ>/ GRISWOLD REMOTE CONTROL VALVE I RAINMASTER TWO-WIRE DECODER WITI-I AMIAD W'T'E FILTER LE>/1 UTILITIES AND STRUCTURES PRIOR TO Tl-IE EXCAVATION OF TRENCI-IE6. CONTRACTOR 16 TO REPAIR ANY DAMAGE ONE-TI-IIRD OF Tl-IE SLOPE TO AVOID EXCE5S DRAINAc.E. FMR-MF-3,Z, / T-&69>-7,Z,-E,E, WITI-I I&& MESI-I SCREEN, 6ENNINGER FRE5SURE REGULATOR, AND NIBCO BRA5S BALL VALVE CAUSED B'T' TI-IEIR WORK AT NO ADDITIONAL COST TO Tl-IE OWNER. ,. PVC 6UFFL 'T' AND FLUSI-I LINE SIZINC:s GUIDE ( ALL SUFFL 'T' AND FLUSI-I LINES 61-lALL BE Tl-IE • 33DNF RAIN BIRD QUICK COUPLING VALVE LE>/12 E,, DUE TO Tl-IE SCALE OF Tl-IE DRAWINc.6, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, SLEEVES, ETC, 6AME SIZE FOR Tl-IE ENTIRE ZONE), WI-IICI-I MAY BE REQUIRED. CAREFULL 'T' INVESTIGATE Tl-IE STRUCTURAL AND FINl61-1ED CONDITIONS AFFECTING ALL IZ>-6 C.FM 3/4 .... 1&S-T SERIES MATCO FULL FORT BALL VALVE <LINE 61ZEJ LE>/11 WOl'i!K AND FLAN WORK ACCORDINGL 'T', FURN161-11NG 6UCI-I FITTINc.6, ETC., A6 MAY BE REQUIRED TO MEET 6UCI-I 6.1-I& C.FM I e LF62&'T'-2"/ E>IZ>IZ>L-2" I SBBC-4&AL WILKINS REDUCED PRES6URE BACKFLOW PREVENTER AND FRE5SURE REDUCING VAL YE IN LE>/1, 2 CONDITION6. DRAWING6 ARE C.ENERALL 'T' DIAc.RAMMATIC AND INDICATIVE OF Tl-IE WORK TO BE IN6TALLED. Tl-IE l!io.1-2& GFM I 1/4 WOl'i!K 61-!ALL BE IN6TALLED IN 6UCI-I A MANNER A6 TO AVOID CONFLICT6 BETWEEN IRRIGATION 6'T'6TEM6, PLANTING, STRONG BOX ENCLOSURE AND ARCI-IITECTURAL FEATURES. 6. FITTINC:sS SI-IALL BE OF Tl-IE SAME MANUFACTURER AS DRIFLINE. m -GRISWOLD MASTER REMOTE CONTROL VALVE -INCLUDED IN A66EMBL 'T' BELOW LE>/4 ,. ELECTRICAL CONTRACTOR TO 6UFFL 'T' 12,Z, VAC (2.9> AMFJ SERVICE TO CONTROLLER LOCATION. IRRIGATION '!I. TI-IOROUGI-IL'T' FLUSI-I EACI-I IN6TALLATION SEGMENT TO ENSURE NO DEBRIS CONTAMINATION 181 -RAINMASTER FLOW SENSOR -INCLUDED IN ASSEMBL 'T' BELOW (RUN SENSOR CABLE LE>/!io CONTRACTOR TO MAKE FINAL CONNECTION FROM ELECTRICAL 6TUB-OUT TO CONTROLLER. IRRIGATION TWO-WIRE OCCURS. <EV-CAB-SEN) IN SEPARATE I" CONDUIT FROM CONTROLLER TO FLOW SENSOR.) FATI-I SI-IALL BE TWISTED FAIR 014, U.L. APPROVED FOR DIRECT BURIAL. (REFER TO TWO-WIRE NOTES) @@ IIZ>. RUN Tl-IE DRIPLINE S'T'STEM EYER'T' DA'T' OR EYER'T' OTI-IER DA'T' TO ESTABLISI-I PLANT SA4-RM4-TW• TW/FMR/FMR-CAC/ JOI-IN DEERE GREEN TECI-I SATELLITE ASSEMBL 'T' WITI-I TWO RAIN MASTER DX2 2-WIRE CONTROLLERS LE>/3 6. EACI-I CONTROLLER 61-lALL I-IAYE ITS OWN INDEPENDENT C.ROUNDING ROD OR PLATE. CONTROLLER AND VALVE MATERIAL. MAINTAIN A CONSISTENT MOISTURE BALANCE IN Tl-IE SOIL. IT IS IMPORTANT TO RDM/I-IWB/FSAV-l&IZ>B•2IZ>IZ>/FSA ASSEMBLED IN BACK-TO-BACK STAINLESS STEEL YIT ENCLOSURE. INCLUDES TWO FROMAX C.ROUNDINC:s SI-IALL BE INST AL LED FER MANUFACTURER'S INSTRUCTIONS. KEEF Tl-IE SOIL MOIST WITI-IOUT SATURATION. FERMANENTL Y MOUNTED RECEIVERS AND ONE FROMAX TRANSMITTER. RADIO COMMUNICATION WITI-I A REMOTE CONTROL VALVES SI-IALL BE FROC:sl'i?AMMED IN SEQUENCE AS SI-IOWN ON FLANS. DOME ANTENNA AND FLOW 60Al'i?DS, FLOW SENSORS AND MASTER VALVES FOR EACI-I CONTROLLER. ':I. USE EV-CAB-COM CABLE FOR COMMUNICATION BETWEEN CONTROLLERS. IIZ>. SPLICING OF 24-YOLT WIRES WILL NOT BE PERMITTED EXCEPT IN VALVE BOXES. LEAVE A 24 COIL OF EXCE5S TWO-WIRE CONTROLLER NOTES: CONTROLLER AND STATION NUMBER WIRE AT EACI-I SPLICE. ' I. REFER TO MANUFACTURERS DOCUMENTATION FOR COMPLETE INSTALLATION INSTRUCTIONS. C-1 lh APPLICATION RATE (INCI-IESJ 11. VALVE LOCATIONS SI-IOWN ARE DIAc.F<iAMMATIC. INSTALL IN GROUND COYEF<i/SI-IF<iUB AREAS WI-IEF<iE POSSIBLE. I" I& L 31Z> OFERATINC:s FF<iESSUF<iE (FSIJ 12. INSTALL VALVE 60XES MINIMUM 12 FROM AND PERPENDICULAR TO WALK. CURB. LAWN. BUILDING OR LANDSCAPE 2. PROVIDE EARTI-I C.ROUND PROTECTION. Tl-IE GROUND FATI-I MUST BE AS DIRECT AS ' FEATURE. AT MULTIPLE VALVE BOX C.l'i?OUFS, EACI-I eox SI-IALL BE AN EQUAL DISTANCE FROM Tl-IE WALK, CURB, POSSIBLE WITI-I NO SI-IARF BENDS AND MUST NOT EXCEED 2!io OI-IM RESISTANCE. USE A &16 X 6 APPROXIMATE C.ALLONS FER MINUTE LAWN, ETC. AND EACI-I eox SI-IALL BE MINIMUM 12 APART. SI-IORT SIDE OF VALVE BOXES SI-IALL BE PARALLEL TO COFFER-CLAD STEEL ROD OR !io SQUARE FEET COFFER GROUNDING PLATES AND INSTALL NOT WALK,CURB,LAWN,ETC. LESS TI-IAN 8 AND NOT MORE TI-IAN 12 FROM Tl-IE CONTROLLER OR TWO-WIRE FATH REMOTE CONTROL VALVE SIZE 13. LOCATE QUICK COUPLING VALVE 12 FROM I-IARD6CAFE AREA. 3. LIGI-ITNINC:s ARRESTERS (TW-LA-IJ SI-IALL BE INSTALLED A MINIMUM OF EYER'T' E>IZ>IZ>' ALONG Tl-IE TWO-WIRE FATI-I, IN A VAL YE eox. AND C.ROUNDED ACCORDINC:sL 'T'. MAIN LINE, 2" AND LA'-iuER, 1121Z>-CLASS 31& PVC PLASTIC FIFE. I 1/2" AND LE>/'!I 14. ALL SPRINKLER I-IEADS SI-IALL BE SET PERPENDICULAR TO FINISI-I C.RADE OF Tl-IE AREA TO BE IRRIGATED SMALLER, 112,Z,-SCI-IEDULE 4,Z, PVC PLASTIC FIFE. USE SCI-IEDULE W AND UNLE5S OTI-IERWISE DESIC.NATED ON Tl-IE FLANS. 4. Tl-IE STATION DECODER MODULES ARE AVAILABLE IN I-STATION, 2-STATION, AND 4-STATION 6CI-IEDULE 4,Z, PVC SOL VENT WELD FITTINc.6. 16" COYER. CONFIGURATIONS. INSTALL DECODERS IN VALVE BOX WITI-I A REMOTE CONTROL VALVE. MAXIMUM IS-. IN LOCATIONS WI-IERE LOW I-IEAD DRAINAGE WILL CAUSE EROSION AND EXCESS WATER, INSTALL KING BROS. CV DISTANCE BETWEEN DECODER AND SOLENOID IS 2IZ>IZ>. FOR UNUSED OUTPUT WIRES, INST ALL A LATERAL LINE, 1121Z>-SCI-IEDULE 4,Z, PVC SOLVENT WELD FIFE WITI-I SCI-IEDULE 4,Z, LE>/'!I SERIES CI-IECK VALVES IN LATERAL LINES FOR EYER'T' IIZ> OF ELEVATION CI-IANGE. WIRE NUT ON EACI-I WIRE AND PLACE IN A TW-SFLICE-14 WIRE CONNECTOR. PVC SOLVENT WELD FITTINC:sS. 12" COVER. IE>. FLUSI-I AND ADJUST ALL SPRINKLER I-IEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVERSFRA'T' ONTO &. USE ONL 'T' MANUFACTURER RECOMMENDED TWO WIRE CABLE (TW-CAB-14) WALKS, ROADWA'T'S AND/OR BUILDINGS AS MUCI-I AS POSSIBLE. TI-IIS SI-IALL INCLUDE SELECTINC:s Tl-IE BEST DEC.REE OF FIXED ARC (OR AN ADJUSTABLE ARC IF FIXED ARC DOES NOT MATCI-I Tl-IE ARC TO BE IRRIGATED) TO FIT Tl-IE 6. CABLE SI-IOULD BE INSTALLED IN CONDUIT AND 6URIED NO LESS TI-IAN 24 DEEP. ----------------------SLEEVE (SLJ. 1121Z>-SCI-IEDULE 4,Z, PVC PLASTIC FIFE. 24" COYER. LE>/'!I ----------------------61TE CONDITION6 AND TO TI-IROTTLE Tl-IE FLOW CONTROL AT EACI-I VALVE TO OBTAIN Tl-IE OPTIMUM OPERATING FRES6URE FOR EACI-I S'T'STEM. ALL MAIN LINES SI-IALL BE FLUSI-IED PRIOR TO Tl-IE INSTALLATION OF IRRIGATION ,. USE RAINMASTER TW-SFLICE-14 WIRE CONNECTORS ONLY. I-IEADS. AT 31Z> DA'T'S AFTER INSTALLATION EACI-I S'T'STEM SI-IALL BE FLUSI-IED TO ELIMINATE GLUE AND DIRT -• -• -• _, -• -• _, -• -• -• -• _, -• -• _, -• -• -EV-CAB-SEN FLOW 6EN60R CABLE FROM CONTROLLER TO FLOW SENSOR. INSTALL A LE>/'!I PARTICLES FROM Tl-IE LINES. SEPARATE I" CONDUIT FOR EACI-I CONTROLLER. 11. WI-IEN VERTICAL OB6TRUCTION6 (6TREET LIGI-IT6, TREE6, FIRE l-l'T'DRANT6. ETC.J INTERFERE WITI-I Tl-IE 6FRA'T' PATTERN OF Tl-IE I-IEADS SO AS TO PREVENT PROPER COVERAGE, FIELD ADJUST Tl-IE SPRINKLER S'T'STEM BY PRESSURE LOSS CALCULATIONS PRESSURE LOSS CALCULATIONS INSTALLING A QUARTER, TI-IIRD OR I-IALF CIRCLE I-IEAD AT Tl-IE SIDES OF Tl-IE OBSTRUCTION SO AS TO PROVIDE FROFEF<i COVEl'i?Ac.E. ALL ADJUSTMENTS SI-IALL BE MADE AT NO ADDITIONAL COST TO Tl-IE OWNER. FOR DOVER & WESTCLIFF (POC 'A ' -23+00) FOR DOVER & WESTCLIFF (POC 'B' -23+00) 18. NOTIF'T' ARCI-IITECT OF AN'T' ASFECT6 OF LA'T'OUT TI-IAT WILL PROVIDE INCOMPLETE OR IN6UFFICIENT WATER COVERAGE OF PLANT MATERIAL AND DO NOT PROCEED UNTIL I-IIS/I-IER INSTRUCTIONS ARE OBTAINED. POC SIZE: 2" R.C.V. #: /FARTHEST \ A-4 POC WATER PRESSURE (P~ 90 POC SIZE: 2" R.C.V. #: /FARTHEST\ B-20 POC WATER PRESSURE IP~ 92 1'!1. LOCATE 6UBBLERS ON UFI-IILL SIDE OF TREES. TREE 6UBBLERS ARE FOR ESTABLISI-IMENT AND DROUGI-IT POC ELEVATION /FT): 65 R.C .V. DEMA.ND: 28GPM TOT AL SYSTEM DEMA.ND: 28GPM POC ELEVATION (FT) 78.6 R.C.V DEMAND 28 GPM TOTAL SYSTEM DEMA.ND : 28GPM CONDITIONS. TI-IE'T' ARE TO BE TURNED OFF AFTER TREES ARE ESTABLISI-IED AND TURNED ON DURINC:s DROUGI-IT HIGHEST HEAD ELEV ( FT): 14.4 R.C.V. SIZE : 1 1/2" IRRIGATION TYPE: SPRAY HIGHEST HEAD ELEV (FTl: 79.8 R.C.V SIZE: 1 1/2" IRRIGATION TYPE: SPRAY CONDITION6. DESCRIPTION SIZE DISTANCE IN PSI LOSS VELOCrfY I PRESSURE LOSSES DESCRIPT ION SIZE DISTANCE IN PSI LOSS VE LOCITY / PRESSURE LOSSES 21Z>. IN ADDITION TO Tl-IE SLEEVES AND CONDUITS SI-IOWN ON Tl-IE DRAWINGS, Tl-IE IRRIC.ATION CONTRACTOR SI-IALL FEET PER 100' FPS FEET PER 100' FPS BE RESPONSIBLE FOR COORDINATING Tl-IE INSTALLATION OF SLEEVES AND CONDUITS OF 6UFFICIENT SIZE UNDER ALL FAYED AREA6. SERVICE LINE (APPROX DISTANCE ) 2" 10 088 298 009 PSI SERVICE LINE (APPROX DISTANCE\ 2" 10 088 2.98 0 09 PSI 21. INSTALL A SEPARATE 4" SLEEVE UNDER ALL FAYING WI-IERE SI-IOWN ON FLANS. Tl-IE 4" SLEEVE WILL CONTAIN WATER METER 2" 0.70 PSI WATER METER 2" 0.70 PSI Tl-IE TWO-WIRE CABLE, MASTER VALVE CONTROL WIRE, AND FLOW SENSOR CONDUITS. REDUCED PRESSURE BACKFLOW 2" 11.00 PSI REDUCED PRESSURE BACKFLOW 2" 11 00 PSI 22. ALL EXCAYATION6 ARE TO BE FILLED WITI-I COMPACTED BACKFILL. REPAIR ALL SETTLED TRENCI-IE6 MASTER VALVE Z' 1.60 PSI MASTER VALVE 2" 1.60 PSI FROMFTL Y, FOR A PERIOD OF I 'T'EAR AFTER COMPLETION OF WORK. ADDITIONALL 'T', CONTRACTOR SI-IALL WARRANT FLOW SENSOR 1 112." 0.50 PSI FLOW SENSOR 1 1/2" 0.50 PSI TI-IAT Tl-IE IRRIGATION SYSTEM WILL BE FREE FROM DEFECTS IN MATERIALS AND WOl'i?KMANSI-IIF FOR A PERIOD OF I YEAR AFTER FINAL ACCEPTANCE OF WORK. MAIN LINE CLASS 315 PVC 2 112" 2150 0.27 1.95 5.81 PSI MAIN LINE CLASS 315 PVC 2 1/2" 550 0.27 1.95 1.49 PSI 23. Tl-IE 6FRINKLER 6'T'6TEM DE61GN 16 BA6ED ON Tl-IE MINIMUM OPERATING FRE5SURE 61-!0WN ON Tl-IE IRRIGATION LATERAL LINE CLASS 200 PVC LS 3.00 PSI LATERAL LINE CLASS 200 PVC LS 3.00 PSI DRAWING6. YERIF'T' WATER FRE66URE PRIOR TO CON6TRUCTION. REPORT ANY DIFFERENCE BETWEEN Tl-IE WATER REMOTE CONTROL VALVE 1 1/2" 3.40 PSI REMOTE CONTROL VALVE 11/2" 3.40 PSI FRES6URE INDICATED ON Tl-IE DRAWINC:sS AND Tl-IE ACTUAL FRES6URE READINC:s AT Tl-IE IRRIGATION POINT OF CONNECTION TO Tl-IE OWNERS AUTI-IORIZED REPRESENTATIVE. SUB-TOTAL 2609 PSI SUB-TOTAL 21 .77 PSI 24. IRRIC.ATION DEMAND, REFER TO IRRIGATION POINT6 OF CONNECTION. 10% FOR FITTINGS . ETC . 2.61 10% FOR FITTINGS ETC . 2.18 2&. CONNECT FLOW SENSOR TO CONTROLLER WITI-I 2 CONDUCTOR DIRECT 6URIAL SI-IIELDED SENSOR CABLE TOTAL SYSTEM PRESSURE LOSS 28.70 PSI TO TAL SYSTEM PRESSURE LOSS 23.95 PSI (EV-CAB-SEN.) INSTALL EACI-I CABLE IN A SEPARATE I PVC SCI-IEDULE 4,Z, CONDUIT. 26. CONTACT RAINMASTER REF MIKE SMITI-I (7,Z,7-448-17,Z,,Z,J FOR PRE-CONSTRUCTION MEETINC:s AND CERTIFICATION REQUIREMENTS. LOSSES DUE TO ELEVATION RISE 0 X 0.433 0.00 PSI LOSSES DUE TO ELEVATION RISE 1.2 X 0.433 0.52 PSI GAINS DUE TO ELEVATION DROP 50.6 X 0.433 21.91 PSI GAINS DUE TO ELEVATION DROP 0 X 0.433 0.00 PSI 21. OPERATE IRRIGATION CONTROLLERrSJ BETWEEN Tl-IE I-IOURS OF l,Z,,,Z,,Z, FM AND 7,,Z,,Z, AM. TOTAL NET LOSSES 6.79 PSI TOTAL NET LOSSES 24.47 PSI 28. NOTIFY ALL LOCAL JURISDICTIONS FOR INSPECTION AND TESTING OF INST AL LED BACKFLOW PREVENTION DEVICE. PRESSURE REQUIRED AT HEAD 30.00 PSI PRESSURE REQUIRED AT HEAD 30.00 PSI 2'!1. NOTIF'T' UNDERC:sROUND 6ERVICE ALERT AT 811 AT LEA6T 48 I-IOURS PRIOR TO AN'T' EXCAVATION. TOTAL PRESSURE REQUIRED AT METER 36.79 PSI TOTAL PRESSURE REQU IRED AT METER 54.47 PSI RESIDUAL PRESSURE /STATIC PRESSURE AT POC MNUS REQUIRED PRESSURE\ 53.21 PSI RESIDUAL PRESSURE /STAT IC PRESSURE AT POC MINUS REQUIRED PRESSURE) 3753 PSI SET PRV AT (REQUIRED PRESSURE PLUS 10 PSI) 46.79 PSI SET PRV AT (REQUIRED PRESS URE PLUS 10 PS O 64.47 PSI LATERAL LINE SIZING CI-IART "RECORD DRAWING" SPRINKLER T'T'FE GALLONS FER MINUTE FIFE SIZE PREPARED BY: \.~~DSCAP( SPRAYS• BUBBLER6 1-& 3/411 ~ I 'll. S10,W' -f. E, -1,Z, I" "' 4'q 1",., 11-2,Z, I 1/4" BROOK WATER "' 0/ ~ '::<". IRRIGATION NOTES & LEGEND ---.>. ~ 21-26 I 112" -(l Sign~s 2'!1-&& 2" N u V I s L5 -tr. SEPIEMEIER JD 2015 it- LANDSCAPE ARCHITECTURE ~ irotion D¼te. J' AY 11, 2015 "'t-& APR 2016 AS-BUILT <RECORD DRAw'ING) DESIGNED: DRA~: AND PLANNING ',,/ J; Dote ~~ ( OF C~l..'i~ NO. DATE DESCRIPTION OF REVISIONS CHECKED: DATE: SHEET 32 OF 4Q m n m D CT> " u Q_ ::J I ~ 0 I ~ 0 N tj- => rn I "' 5 "' 0 u / U) > ::::, z / C 0 _Q 0 _c (I) L L (I) > 0 0 ~ D I ~ D N tj- ~ / (') 3: 0 / N CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT DOVER DRIVE & WESTCLIFF DRIVE IMPROVEMENTS R-6045-S C-5583(A) NOTE, E:VENL 'I' COAT METAL FITTING& E:XPO&E:D TO &OIL AND CONCRETE: WITI-I 3M &COTCl-l(';IAP PIPE PRIMER AND Ti-lE:N W(';IAP WITI-I 3M &COTCl-l(';IAP NO. !>I BLACK TAPE (3/4" OVERLAP). U&E: DIELECTRIC FITTINC:o& Wi-lE:RE: Dl&&IMILAR METAL& COME INTO CONTACT. 2" GALV. IRON FITTING& ( A& REQUIRED) 2" GALV. IRON UNION& ~-REDUCED PRE:&&uRE: BACKFLOW PREVENTION A&&E:MBL 'I' 2 4 Ti ITT - ···-1 --111=11 2 &ATE:LLITE: POWER &WITCI-I/GF I ,I\ RE:CE:FT ACLE: "' TERMINAL & TRI F FOR VALVES 8 • 24" ~-C::.RE:E:N TE:Ci-1 24" &ATE:LLITE: A&&E:MBL 'I' NE:MA 3R (';IAINFROOF E:NCLO&uRE (UL Ll&TE:D) 3/4" PVC CONDUIT FOR 12(ZI VAC FROM METERED POWER &UFFL 'T' 2'-8" --1" PVC CONDUIT FO:.:_:R:_ __ _j_Al.~~~ TWO-WIRE PATI-I .,,----1" PVC CONDUIT FOR ev-cAB-C01M...--------IW-": "' .. ' "' &A A&&E:MBL 'T' TO INCLUDE • CONTROLLER MODEL A& &FE:CIFIE:D = = = = = = FRONT VIEW -G) 1------<"2 3 2" GALV. IRON FITTING& ( A& REQUIRED) 12" MIN. TOE VIEW ,I\ FILL VOID& WITI-I CONCRE • E:NCLO&URE: MODEL A& &PE:CIFIE: 18" : ... .,,:· ·: . . .. . . . . . ·-. . . •.. : . -~ ' CONCRETE: PAD . . ., -... ., •. . . "'· .... •• • FINl&i-1 G(';IADE: PVC ,. • nAINLINE: TO VALVE& LEGEND I. ALUMINUM BACKFLOW !>. E:NCLO&uRE:. 6. 2. BACKFLOW PREVENTER. 3. ANCI-IOR ROD (TYPICAL). ,. 4. POURED CONCRETE: BA&E:. -6" 6 &IDE: VIEW ,I\ MAINLINE: TO VALVE&. MAINLINE: FROM POINT OF CONNECTION OR WATER i1I POURED METER. CONCRETE: BA&E: FINl&i-1 G(';IADE:. " min. •: I" PVC CONDUIT FOR FLl')[J.L......_./ &E:N&INC:o CABLE(&) I" Fi-ION!: OR (';IADIO CONDUIT 11---+--!>/8" DIA X 8' GROUND ROD W/ ____ __J "8 BONDING WIRE AND CLAMP -OPTION& A& &FE:CIFIE:D -TERMINAL STRIP& • TEMPLATE: , BOLTS -8' COPPER GROUND ROD • !> '!'EAR LIMITED WAR(';IANT'T' MAINLINE: CONCRETE: BLOCK PVC &Ci-I 4fZI MINIMUM Ti-llCKNE:&& -EXTEND 4" 8. &uPPORT ROD (TYPICAL). 2'-811 FROM P.O.C. &uRROUNDINC:o PIPE MALE ADAPTER BEYOND OUT&IDE: DIME:N&ION& • CONTACT JDGT TO OBTAIN CE RT IF I CAT ION ~DUCED F'~SSURE BACt<FLOW ASSEMBLY ~ NOT TO ICALI 0 E:NCLo&URE:. 2 ST~ eox BACt<FLOW ENCLOSU~ NOT TOICALI JDGT RAINMASTER SATELLITE ASSEMBL "I" NOT TC' ICALI &E:N&oR TERMINAL BOARD ..... ... ,. ..... ...... ..... , ..... , ..... , TYPICAL CONNECTION& FOR FLOW &E:N&oR I SPLICE WIRE& WITI-I WATERPROOF CONNE:CTOl'i!& 11PC-ox2er11 ....-1 IN&IDE: ,.,.':,'.·"' CONTROL LE: R ""'·"' Wi-llTE: BLACK ~ ~ WI-I IT E: __,.._ " EV-CAB-SEN CABLE DIRECTION OF FLOW - l(ZI TIMES PIPE DIAMETER BLACK , ~-FLOW &E:N&oR - !> TIMES PIPE DIA. '-------NOVALVE:&,RE:DUCE:R~OR ----~ E:LBow& IN Ti-11& AREA UPON COMPLETION OF Ti-IE Pi-l'T'&ICAL INSTALLATION OF Ti-IE FLOW &ENSOR. COMPLETE: Ti-IE WIRING CONNECTION FROM Ti-IE FLOW &E:N&OR TO Ti-IE DX2 CONTROLLER B'T' FOLLOWINC:o Ti-IE PROCEDURE: BELOW, I. TURN Ti-IE FOWER OFF AT Ti-IE CONTROLLER 2. AT Ti-IE FLOW &E:N&oR, 2.1. CONNECT Ti-IE BLACK WIRE OF Ti-IE FLOW &E:N&oR TO Ti-IE BLACK WIRE OF Ti-IE "E:V-CAB-&E:N" &E:N&oR CABLE. 22. CONNECT Ti-IE Wi-llTE: WIRE OF Ti-IE FLOW &E:N&oR TO Ti-IE Wi-llTE: WIRE OF Ti-IE "EV-CAB-SEN" &E:N&OR CABLE. 3. AT Ti-IE CONTROLLER, 3.1. CONNECT BLACK WIRE OF "EV-CAB-SEN" TO "INPUT I-" OF Ti-IE SE:N&oR TERMINAL BOARD. 32. CONNECT Wi-llTE: WIRE OF "E:V•CAB-&E:N" TO "INPUT I•" OF Ti-IE &E:N&oR TERMINAL BOARD. 4. TURN POWER ON AT Ti-IE CONTROLLER. !>. SET Ti-IE (';IAIN MASTER "K" AND "OFFSET" VALUES FOR Ti-IE FLOW &ENSOR AT Ti-IE CONTROLLER BA&E:D ON Ti-IE TYPE AND &IZE: OF Ti-IE FLOW &E:N&OR IN&T ALLE:D. REFER TO Ti-IE TABLE PROVIDED WITI-I Ti-IE FLOW &E:N&OR FOR CORRECT ''K." AND "OFF&E:T" VALUE&. RAINMASTER FLOW SENSOR WIRING DETAIL FRE:&E:T FRES&uRE: REGULATOR &Ci-I 4fZI MALE -- ADAPTER LOWER LATE:(';IAL WITI-I &Ci-I. 4fZI PVC 4!> FINl&i-1 ELL& G(';IADE: 12" NOT TOICALE 13" x 2fZI" VAL VE BOX. ONE REMOTE CONTROL VALVE FER BOX. i-lE:AT BRAND "Fii!CV". CONTROLLER LETTER AND VAL VE NUMBER ON BOX LID. TWO-WIRE CABLE-PROVIDE: WIRE CONNE:CTOl'i!& AT ALL &PLICE:& ALLOW 24" OF E:XCE:&& WIRE fZI" IN TURF ARE A ID TAG I" IN &i-lRUB/ ROUNDCOVER AREA i' 111i'11111~ I i=I w-REMOTE CONTROL VALVE ...----B(';IA&S BALL VALVE '"j\JCL...-,-.._, ....-er-SCI-I. 00 PVC %;:~~~~::@~~.,! FITTINC:oS ( AS REQUIRE D) PVC LATE:(';IAL d LINE WYE FIL TE:R (ROT ATE FIL TE:R PARALLEL TO PEA G(';IA VE L) -- PVC MAINLINE: PEA G(';IAVEL-4" DEEP BELOW VAL VE (NO &olL IN VALVE BOX) Ci-I 00 PVC NIPPLE (2 INCi-i, i-llDDE:N) AND &Ci-I 00 PVC ELL &Ci-lE:DUL E: 4fZI PVC TEE 0 VALVE/FILTER/REGULATOR DETAIL ~----NOT TO ICALI MA&TE:R REMOTE CONTROL VAL VE &Ci-I. erzi UNION (FIPTxFIFT) 14" x l':1" VALVE BOX. i-lE:AT B(';IAND "MV" ON BOX LID. WIRE CONNECTOR 18" PVC MAINLINE: FROM F.O.C. 4" MIN 8" PEA G(';IA VE L BELOW VALVE &Ci-I. 00 PVC ELL (2 TOTAL) " IN TURF AREA& I" IN Si-lRUB AREAS L FINl&i-1 G(';IADE: ...--&Ci-I 00 UNION (FIFTxFIFT) ...--&Cl-I 00 MALE ADAPTER PVC MAINLINE: TO FLOW &E:N&oR BRICK SUPPORTS (4 TOTAL) &Ci-I. 00 PVC NIPPLE (LE:NGTI-I A& REQUIRED) -4 TOTAL G MASTER ~MOTE CONT~L VALVE 6 ------=---NOT TO ICALI &OLE:NOID WIRE IN DB'!' WATERPROOF CONNE:CTOl'i!& (T'!'F) FLA&TIC VALVE BOX WITI-I BOLT DOWN LID &oLE:NOID WIRE IN DB'!' WA TE RFROOF CONNECTORS (T'l'F) TO SPRINKLERS NOTE: REFER TO REMOTE CONTROL VALVE DETAIL& FOR VALVE IN&TALLATION TWO WIRE FATI-I TO NEXT DECODER IN&TALLE:D IN I" CONDUIT TO NEXT BOX. NOTE: FLOW &E:N&oR MU&T BE INSTALLED WITI-I INSERT (TOP) VERTICAL AND BOD'!' (TEE) POSITIONED i-lORIZONTALL 'I'. "18 GAUGE DIRECT BURIAL &E:N&oR CABLE, PROVIDE 36" E:XT(';IA CABLE. (MU&T BE RUN IN CONDUIT FROM &E:N&oR TO CONTROLLER) 14" x l':1" VALVE BOX WITI-I BOLT DOWN LID - i-lE:AT BRAND 'F&' ON BOX LID. FINISI-I G(';IADE: MAINLINE: FROM MA&TE:R VALVE (UP&TRE:AM) BRICK& (4) l MIN. UF&TRE:AM Dl&TANCE: • lfZI TIME& FLOW &E:N&oR &IZE: &Ci-I. 00 PVC RED. BU&i-llNC:o (SPIGxFIPTJ LOCATED AT MASTER VAL VE 8" DEEP 3/4" WATERPROOF CONNECTIONS •NOTE POLARITY ON &E:N&oR TO &E:N&oR CABLE i-lOOKUP (ZI" IN TURF AREAS I" IN Si-lRUB AREAS &Ci-I. 00 PVC NIPPLE (2) &Ci-I erz, RED. BUSI-IING =t,.._.L..l..l._..J't.Fi-T~xFIPT FLOW-18" 0 'o' MIN. DOWN&TRE:AM Dl&T ANCE: • !> TIME& FLOW &E:N&OR &IZ ,, "'""" &Ci-I. 00 PVC-~ NIPPLE SCI-I 00 ELL (2 TOTAL) PEA G(';IAVE:L PVC MAINLINE: TO &'T'STE:M &UMP 7 RAS& FLOW SENSOR INSTALLATION DETAIL NOT TOICALI PLASTIC VALVE BOX WITI-I BOLT DOWN LID TWO-WIRE FATI-I (FROM CONTROL LE: RJ ALLOW !>rt TOTAL SLACK FER DECODER DECODER II 6" ROUND FINl&i-1 FLA&TIC VALVE G(';IADE: BOX WITI-I BOLT- DOWN LID !:CODER --m m-L INE: SURGE 11 111 I FROTE:CTOR -Tf''r----,__ 111=111= DBR-6 E,rz,rz, WA TE Fii!PROOF CONNECTOR ( 4) PLATE OR ROD AT LE:A&T 4' --W-- EXAMF'LE OF DECODER TO SEF'ARATE BOXES TO E:ARTI-I GROUND i-lARDWARE: (PLATE. ROD, OR COMBINATION) _J. GROUND EVER'!' &rzirzirL. IN&TALL FROM LINE SURGE PROTECTOR NOT TO ICALI! &IDE: VIEW LEGEND I. CONTROLLER E:NCLO&uRE:. 2. PE:DE:&TAL. 3. POURED CONCRETE: BA&E: -6" MIN, Ti-llCKNE:&S -EXTEND 6" BE:'T'OND E:ACI-I SIDE, 24" IN FRONT AND BACK OF E:NCLO&URE: W/ 1/2% &LOPE FOR DRAINAGE:. 4. FINl&i-1 G(';IADE:. !>. AUTOMATIC CONTROLLER. 6. 12fZI-VOL T &E:RVICE:. 1. REFER TO DE:T AIL 3 FOR ASSE:MBL 'I' DETAIL&. 00NT~LLER ENCLOSU~ • BACK TO BACK NOT TOICALI 2 1/4" x 2 3/4" ID TAG WIRE CONNECTORS 2 4 • INCi-i LINE: AR L E:NC:o T 1-1 OF TWO-WIRE CABLE, COILED FINISI-I GRADE 12" PVC UNION 18" PVC LATE:(';IAL LINE 14" x l':1" VAL VE BOX, ONE REMOTE CONTROL VALVE FER BOX. i-lE:AT BRAND "Fii!CV", CONTROLLER LETTER AND VALVE NUMBER ON BOX LID. fZI" IN TURF AREA J_ I" IN &i-lRUB/ GROUNDCOVE:R AREA REMOTE CONTROL VALVE --11--IBALL VAL VE SCI-I 00 PVC NIPPLE ( 4) LE:Nc.Ti-1 A& REQUIRED &Ci-I 00 PVC ELL (TxT) BRICK cf.::l~c)'o~o (I OF 4) PVC MAINLINE: SCI-I 4fZI PVC MALE ADAPTER '-L------r------;;;::::~===--::T---t::;&5ic:i1-1~oo~PVc NIPFLE LOWER 4" MIN, DE:FTI-I OF LATE:(';IAL LINE PEA G(';IAVEL (NO WITI-I SCI-I 40 &olL IN VALVE PVC 4!> ELLS BOX) (2 INCi-i, 1-1 IDDE:NJ AND SCI-I 00 PVC ELL &Ci-I 4fZI PVC TEE OR ELL ~ ~MOTE CONT~L VALVE • BALL VALVE \V NOT TO ICALI! 14 ">< l':1" RECTANGULAR VALVE BOX---- ROUND VALVE BOX 12 11 12 11 12 11 12" MIN. NOTE&: MIN, MIN. MIN. ----J 1..--....J 1,-....L...J 12" MIN. EDGE OF LAWN, lALK, FENCE, CURB, ETC.___] TQF VIEW I311x21Z>" Olie LARGER VALVE BOX I. CENTER BOX OVER VALVE TO FACILITATE: &E:RVICING VALVE. 2. &ET BOX!:& I" ABOVE FINl&i-1 G(';IADE: OR MULCI-I COVER IN GROUND COVE:Fii!/&i-lRUB AREA AND FLU&i-1 WITI-I FINl&i-1 G(';IADE: IN TURF AREA. 3. &ET VAL VE BOX A&&E:MBL 'I' IN GROUND COVE:R/&i-lRUB AREA Wi-lE:RE PO&&IBLE:. IN&TALL IN LAWN AREA ONL 'I' IF GROUND COVE:Fii!/&i-lRUB AREA DOE& NOT E:Xl&T ADJACENT TO LAWN. 4. &ET BOX!:& FA(';IALLE:L TO E:ACI-I OTI-IE:R AND PERPENDICULAR TO EDGE. !>. AVOID i-lE:AVIL 'T' COMFACTINC:o &olL AROUND VALVE BOX EDGE& TO PREVENT COLLAF&E: AND DEFORMATION OF VALVE BOX SIDE&. 6. VAL VE BOX!:& &i-lALL i-lAVE BOLT DOWN LID& WITI-I BOLT& IN&TALLE:D. ,. VALVE BOX!:& &i-lALL BE B'T' CA~ON. APPLIED E:NGINE:E:RINC:o, OR EQUAL. rjj'\ ____ v_A_L_VE __ B-_O_X_IN_S_T A_LL_A_T_I_ON_____;Dc..=E_T A_l.;;;;L __ ~ NOT TO ICALE "RECORD DRAWING" ~ "-. U) N "-. tj- CT> " u Q_ ::J I ~ 0 I ~ 0 N tj- => rn I "' 5 "' 0 u / U) > ::::, z / C 0 _Q 0 _c GJ L u ~ "' GJ s= r::::-:=-=-:---------~~~::=::::-----r-,---,-------------------------------,------------------------lo;:I PREPARED BY: BROOK WATER NU VIS & APR 2016 AS-BUil T <RECORD DRAw'ING) DESIGNED: DRA~: IRRIGATION DETAILS L GJ > 0 0 ~ 0 I ~ L6 ~ tj- ~ / 1-----------1 (') L_ _____________________________________________________ L _______________ __:::::S;;;;;:::;;;;;2::_ _ _J_:N0:_:·..1._:0A:T_:E_.l..:D:ES::C:::R::_IP_::Tl.::::ON::....:::O:_F_::R:_EVl:_::Sl::O:::_N:.::S ____________________ _LC_HE_C_K_ED_: _ _j__DA_T_E: __ _JL ___________________ _JLSH::.'.:E:ET~3~3~D::_F~4~Q~; LANDSCAPE ARCHITECTURE AND PLANNING N CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT DOVER DRIVE & WESTCLIFF DRIVE IMPROVEMENTS R-6045-S C-5583(A) MAINLINE, LATERAL, AND WIRINC:a IN THE SAME TRENCH SECTION VIEW MAINLINE PIPE LATERAL PIPE CLEAN BACKFILL • W% COMPACTION REQUIRED PIPE AND WIRE SLEEVING PROVIDE A MINIMUM OF 2" BETWEEN PIPES BEDDI MATERIAL PLAN VIEW RUN WIRE BENEATH AND BESIDE ALL SOL VENT MAINLINE. TAPE WELD PLASTIC AND BUNDLE AT PIPINC:a TO BE l,Z,-FOOT SNAKED IN TRENCH INTERVALS. AS SHOUN TIE A 24" LOOP IN ALL WIRINC:a AT CHANC:aE5 IN DIRECTION OF 31Z>" OR C:,REATER. UNTIE AFTER ALL CONNECTIONS HAVE BEEN MADE. NOTES, I. SLEEVE BELOW ALL HARDSCAPE ELEMENTS WITH SPECIFIED PVC PIPE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE WITHIN. 2. FOR PIPE AND WIRE BURIAL DEPTHS REFER TO IRRIC:,ATION LEC:,END AND SPECIFICATIONS. ~ ___ P_IP_E_AN_D_W_IR_E_T_R_E_N_C_I-I_ING ___ _ \J NOT TO ICALI! RAIN BIRD ROOT WATERINC:a 5'T'5TEM (INCL. BUBBLER, CHECK VALVE, AND e:,RATE.J TREE FINISH C:,RADE -- ROOTBALL 111111~ 111--, 12 11 LATERAL LINE ROUTED "fl:cAlND ROOTBALL (DO NOT c;o THROUc;H ROOTBALL) -II NOTE, 0 ~-scH. 40 PVC TEE OR ELL INSTALL TWO RWS PER TREE. SCH. 40 PVC TEE OR ELL __ J @RAIN BIRD ROOT WATERING S'T"STEM (llaUS) NOT TO ICALI! NINC:, f=: LIC:,HT ARRE5 !>/6"x6' COPPEFo CLAD C:,ROUND ROD TOR II" ---., DECODE!'< VALVE MAXIMUM E,,Z,,Z, FEET C:,ROUND CONTROLLER INTEF<NAL L IGI-ITNINC!i f=: LIC:,HTNINC:a <I-ESTO~ ARRESTOR MAXIMUM r E,,Z,,Z, ---., FEET , '- DECODE!'< VALVE STRAIC:,HT LINE CONFIC:,URATION WIRE e:,AUC:,E TOT AL WIRE LENC:,TH (FT) TW-CAB-I4 !,IZ)IZ)IZ) Mi1ximum 6ee> resL bat.i.usen L i9hl.nins Arr111eLor1 -LIC:,HTNINC:a - ARRESTOR C:,ROUND STEP I, STRIP WIRES 1/2" FROM ENDS. STEP 2, APPL 'T' SCOTCHLOK 'T' 5PRINC:a CONNECTOR IN A CLOCKWISE DIRECTION. STEP 3, INSERT SPLICE TO BOTTOM OF C:,EL-FILLED TUBE. CHECK TO MAKE SURE CONNECTOR HAS BEEN PUSHED PAST LOCKING FINC:,ERo AND 15 SEATED AT BOTTOM OF TUBE. STEP 4, POSITION WIRES IN WIRE CHANNELS AND CLOSE INSULATOR TUBE COVER. NOTE, MAXIMUM WIRE 5IZE5 PER CONNECTOR ARE THREE • 14'5 OR TWO 012'5. ~ ____ W_IR_E_C_ONN __ E_C_TI_ON_D_ET_A_I_L __ _ ~ NOT TO ICALI! 17 ---., 1211 POP-UP STREAM 5PRA 1/2" SCHEDULE 8(f) PVC NIPPL (LENC:aTH AS REQUIRED) 1/2" MARLEX STREET ELI: I 112" 1/2" TxT SCH 4,Z, PVC ELL 112" MARLEX STREET ELL PVC LATERAL LINE SCHEDULE 4,Z, PVC TEE (5 X 5 X T) POP-UP STREAM SPRA'T" INSTALLATION NOT TO ICALI! FINISHED C:,RADE 'IJlm.1I, SUPPORT BLOCKS (2 R .) "'\ " PLASTIC VALVE BOX HEAT BRAND •-c,~11 ONTO LID .... !>/6" x 6' COP PER CLAD C:,ROUN D ROD DECODE!'< "'-VALVE L 1/2 OF X WITH FIL BO C:,RA DRA MAT NULAR INAC:,E ERIAL - 2" MINIMUM DEPTH Li£?\1~~~-// ,~-.---~.;-:!-.l ~-;-:,:, -!;•:-:-.::~ ::_ ... \ \ BARE COPPE R C:,ROUND WIRE PER LOCAL C OR ODE, 6' MINIMUM 14"xl9" PLASTIC VALVE 7 BOX WITH BOLT DOU.N LID. HEAT BRAND "BV" \FINISH ~RADE ON BOX LID. IZ)" IN LAU.N "IN SHRUB OR ::::===:;::==~ C:,ROUNDCOVER 7"'7rr,;;::;r,r.;:;m; II m m=c AREA II 111=' 3" 11 PVC UNIONS (2) -1 I 1=-" ,,--12" PVC PIPE .,--BALL VALVE 1,,--PEA C:,RAVEL 4" DEEP (NO SOIL IN BOX) ..._,--BRICK-4 TOTAL PVC MAINLINE SCH e,z, PVC MALE ADAPTER ~-----B_A_L_L_V_A_L_VE __ C>_E_T A_IL ___ _ 'J NOT TO ICALI! 18 POP-UP SHRUB 5PRA'T' -- 1211 CURB. WALK OR HEADERBOARD FINISH C:,RADE 1/2" SCHEDULE 8(f) PVC NIPPLE (LENC:aTH AS REQUIRED) 1/2" MARLEX STREET ELL 12 11 WALL. FENCE OR BUILDING 1/2" TxT SCH 4,Z, PVC ELL 112" MARLEX STREET ELL SCHEDULE 4,Z, PVC TEE (5x5xTJ Sl-l~B POP-UP INSTALLATION DETAIL NOT TO ICALI! '2J' ___ G_ROUN __ D_ING __ RO_D_IN_S_TA_LL_A_T_ION __ _ ~ NOT TO ICALI! WALK, CURB OR HEADER LEEMCO L5-l!Z>!Z>---f:. QUICK COUPLINC:, STABILIZER BRICK- TOTAL /1<:=,.i CRUSHED ROCK <NO SOIL IN BOX) IIEIIL' w-· IZ)" ROUND PLASTIC VALVE BOX WITH BOLT DOU.N LID. HEAT BRAND "QC" ON BOX LID. 3/4" x E," SCHEDULE 0iZl PVC NIPPLE PVC MAINLINE 3/411 X 3 11 SCI-I. 8(!)--------.... SCH. e,z, PVC TEE (5x5xT J PVC NIPPLE (2 REQ.J ,.!,,,1-~•SCHEDULE e,z, PVC ELL (TxT) (3 REQ.) TOP VIEW ~---QU_IC_K_C_OU_P_LE_R_IN_BO_X_D_E_T_A_IL __ 'J NOT TO ICALI! ' I I ' 0 _, 4" POP-UP 5PRA'T' HEAD WITH STREAM BUBBLER ADJUSTED TO I.:,' RADIUS PAVING EDC:,E _, I I / 4" POP-UP 5PRA'T' HEAD WITH STREAM BUBBLER ADJUSTED TO 2.:,' RADIUS _, I I ' • I I I I ·,. ... ... 0 \ ' -, ...... ~ 0--~f--l-;NcY'~-"I. '-, ; 0 _i • I I . i I • I I . • I I . .... ' \ i 0 ' I /.,, ------~-·::>·. --.-:.. ____ . ... ~"J,.,'f-,;c,:@7<r0,.r.'I'--. .-·-0 _,.,.._ .·---... 0 --.... -.... _________ .., • ..-./ j I\'·, ·,., '·,. ' ' \ \. \._ -,.... ~~~r"0,»t:::c;"'-{J~""" ' '· -,_ .... ____ _ ... _____ . ---- I ,- ·-·-... ,,,,.-• ·, ·, , __ , ' I /o I I ~.._1HRUB (T'T'P.) \ \) \ !Q \ I \ I I I I , I , /2 , I I I NOTE, PAVINC:, EDC:,E CONTRACTOR SHALL !'<EDUCE THE RADIUS OF ALL 5TF<EAM BUBBLER!; TO RADII 5HOIIN ABOVE B'T' CRANKINC:, DOIIN THE ADJUSTMENT SCREW ON TOP OF THE NOZZLE. I ,- I ,- i I I I I ~t--_T_'T"_P_I_C_A_L_S_T_R_E_AM __ eu_e_e_L_E_R_L_A_'T"_OU_T_ ~ NOT TO ICALI! ~ "-. U) N "-. sd- CT> " u Q_ ::J I ~ 0 I ~ 0 N sd- => rn I "' 5 "' 0 u / U) > ::::, z / C 0 _Q 0 .c GJ L u ~ RAINMASTER TWICE WIRING CONFIGURATION 2~------------------------NOT TO ICALI! "RECORD DRAWING" "' GJ s= BROOK WATER r::::-:=:--=-=------------:;:::~~~----,-,---,-----------------------------,--------------------------io;:I PREPARED BY: NU VIS LANDSCAPE ARCHITECTURE AND PLANNING IRRIGATION DETAILS L GJ > 0 0 ~ 0 I ~ L7 ~ 1---+-----1---------------------------------,...-----...-----+----------------------..-----------1..- ~ / ---------< (') & APR 2016 AS-BUil T <RECORD DRAw'ING) DESIGNED: DRA~: CHECKED: DATE: 34 4Q s= L __________________________________________________ _j_ _______________ __::::::::::,;;;;;;;;;;;;;;;,2:::. __ LN::O.:_. L.....:D.:.:_AT::E_.l.:D::ES:_:C::_:Rl::_P.::_TIO::_N:_O::.F_R:_::E:.:_Vl::Sl::ON:_::S:.._ __________________ _L ____ L ___ _j_ ___________________ _j__:S:_:HE:_:E_T~~O:_F_2~? N CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT DOVER DRIVE & WESTCLIFF DRIVE IMPROVEMENTS R-6045-S C-5583(A) HYDROZONE TABLE HYDROZON E' PLANT IRRIGATION IRRIGATION HYDROZONE % VALVE PLANT (PLANT FACTOR MElHOD .. EFFICIENCY AREA PF x HA LANDSCAPE NO. TYPE WATER USE) (PF) (IE) (HA) (S q Ft) AREA A-1 SHRUB MW 0.50 s 0.70 846 423 1.7% A-2 SHRUB MW 0.50 s 0.70 999 500 2.0% A-3 TREE LW 0.30 B 0.85 176 53 0.3% A-4 SHRUB MW 0.50 s 0.70 2,186 1,093 4.3% A-5 SHRUB MW 0.50 s 0.70 895 448 1.8% A-8 SHRUB LW 0.30 MR 0.80 1,053 316 2.1% A-7 SHRUB LW 0.30 MR 0.80 1,249 375 2.5% A-8 SHRUB LW 0.30 s 0.70 460 138 0.9% A-9 SHRUB LW 0.30 s 0.70 479 144 0.9% A-10 TREE LW 0.30 8 0.85 75 23 0.1% A-11 TREE MW 050 8 085 75 38 0.1% A-12 SHRUB MW 0.50 s 0.70 662 331 1.3% A-1 3 SHRUB MW 0.50 s 0.70 673 337 1.3% A-14 SHRUB LW 0.30 s 0.70 1,191 358 2.4% A-15 SHRUB LW 0.30 s 0.70 1,185 356 2.3% A-16 TREE LW 0.30 B 0.85 113 34 0.2% A-17 TREE MW 0.50 8 0.85 50 25 0.1% A-18 SHRUB LW 0 30 MR 080 2,190 657 4.3% A-19 SHRUB LW 0.30 MR 0.80 2,204 662 4.4% A-20 SHRUB LW 0.30 s 0.70 632 190 1.2% A-21 SHRUB LW 0.30 s 0.70 653 196 1.3% A-22 TREE MW 0.50 8 0.85 75 38 0.1% A-23 SHRUB MW 050 s 0 70 380 190 0.8% A-24 SHRUB MW 0.50 s 0.70 381 191 0.8% A-25 SHRUB LW 0.30 MR 0.80 2,498 750 4.9% A-26 SHRUB LW 0.30 s 0.70 571 172 1.1% A-27 SHRUB LW 0.30 s 0.70 571 172 1.1% A-28 TREE LW 0.30 B 0.85 138 42 0.3% A-29 SHRUB LW 0.30 MR 0.80 2,324 698 4.6% A-30 SHRUB MW 050 MR 0.80 2,274 1,137 4.5% A-31 SHRUB MW 0.50 MR 0.80 2,432 1,216 4.8% A-32 SHRUB MW 0.50 s 0.70 357 179 0.7% A-33 SHRUB MW 0.50 s 0.70 341 171 0.7% A-34 SHRUB LW 0.30 ss 0.71 482 145 1.0% A-35 SHRUB LW 0.30 ss 0.71 458 138 0.9% B-1 SHRUB LW 0.30 ss 0.71 460 138 0.9% 8-2 SHRUB MW 0.50 ss 0.71 486 243 1.0% 8-3 SHRUB LW 0.30 s 0.70 558 168 1.1% 8-4 SHRUB LW 0.30 s 0.70 608 183 1.2% 8-5 SHRU B MW 0.50 MR 0.80 879 440 1.7% 8-8 SHRUB MW 0.50 MR 0.80 879 440 1.7% 8-7 TREE LW 0.30 B 0.85 38 12 0.1% 8-8 SHRUB LW 0.30 ss 0.71 339 102 0.7% B-9 SHRUB LW 0.30 ss 0.71 317 96 0,6% B-10 SHRUB LW 0 30 MR 080 2,765 830 5.5% B-11 SHRUB LW 0.30 MR 0.80 2,981 895 5.9% 8-12 TREE LW 0.30 8 0.85 163 49 0.3% 8-13 SHRUB MW 0.50 s 0.70 1,133 567 2.2% 8-1 4 SHRUB MW 0.50 s 0.70 1,147 574 2.3% 8-15 SHRUB MW 0.50 s 0.70 1,017 509 2.0% 8-16 SHRUB MW 0.50 s 0.70 978 489 1.9% 8-17 SHRUB MW 050 s 0 70 1,086 543 2.1% 8-18 TREE LW 0.30 B 0.85 151 46 0.3% B-19 SHRUB MW 0.50 s 0.70 1,184 592 2.3% B-20 SHRUB LW 0.30 ss 0.71 455 137 0.9% 8-21 SHRUB LW 0.30 MR 0.80 360 108 0.7% 8-22 SHRUB LW 030 MR 0.80 365 110 0.7% 8-23 SHRUB LW 0.30 s 0.70 466 140 0.9% 8-24 SHRUB LW 0.30 s 0.70 397 120 0.8% 8-25 TREE LW 0.30 8 0.85 38 12 0.1% I TOTALS 0.75 50,578 19,479 100.0% A""rage IE BROOK WATER HYDROZONE TABLE SUMMARY *Hvdrozone Description Tota l Sq. Ft. % of Landscape Cool Season Turf (CST) 0 0.0% Warm Season Turf/WST) 0 0.0% Hiah Water Use Plants /HWl 0 0.0% Bi oretenbon Plants /HW-B R) 0 0.0% Medium Water Use Plants (MW) 21,415 42 .3% Low Water Use Plants ILWl 29 163 57.7% Verv Low Water Use Plants (VLW) 0 0.0% Water Feature 0 0.0% Special Landscape Area (SLA) 0 0.0% TOTAL I 50,578 I 100.0% **Irrigation Method Total Sq, Ft. % of Landscape Rotor (R) 0 0.0% Multi-Stream Rotato r /MR) 24,4 53 48.3% Spray (S) 22,036 43.6% Bubbler 18 ) 1,092 2.2% Drip (D) 0 0.0% In-Line Drip (DL) 0 0.0% Stream Sprav (SS) 2,997 5.9% Othe r (0) 0 0.0% Cm' OF NEWPORT BEACH LANDSCAPE WATER USE STATEMENT PROJECT NAME : DOVER DRIVE & WESTCLIFF DRIVE IMPROVEMENTS PROJECT ADDRESS: PREPARED BY: JANET LUEHRS (CID, CUA #006435) BROOKWATER INC., IRRIGATION CONSULTANTS FIVE CROW CANYON COURT, SU ITE 105 SAN RAMON, CA 94583 925-855-0417 925-855-0357 (FAX) Janet@Brookwater.com (e-mail} "I ha ve complied wi th the criteri a of the ordinance and applied them accordingly for the effi cient use of water in the irrigafion design p la n." Signed: PART ONE MAXIMUM APPLIED WATER ALLOW ANCE YEARLY ETo CO NVERSION FACTOR MAWA = ETo x .62 x ((.7 x HA)+ (.3 x SLA)) 44.2 CALCULATIONS: 44.2 X PART TWO CALCULATIONS: 44.2 X ET ADJUSTMENT FACTOR TOTAL IRRIGATED LANDSCAPE AREA (HA) SPECIAL LANDSCAPE AREA (SLA) LAN DSCAPE WATER ALLOWANCE TOTAL ACRE FEET 0.62 X I ( 0.7 ESTI MATED TOTAL WATER USE X 50,578 + 0.62 0.7 50,578 SQUARE FEET 0 SQUARE FEET 970 ,228 GALLONS PER YEAR 2. 98 ACRE FEET 0.3 X 0 AVERAGE IRRIGATION EFFICIENCY 'ETWU = ETo x .62 (((PF x HA)/ IE)+SLA) 0.75 TOTAL PLANT FACTOR x HYDROZONE AREA (PF x HA) FROM TABLE SPECIAL LANDSCAP E AREA ESTI MATED TOTAL WATER USE TOTAL ACRE FEET PERCENT OF ETo 0.62 X ( ( 19,479 "RECORD DRAWING" 0.75 ) + 19,479 0 71 1,737 GALLONS PER YEAR 2.18 ACRE FEET 51% 0 ) = 711736.688 ) ) = 970227 .6584 '... U) N '... tj- CT> " u Q_ ::J I 0 I 0 N tj- / '" ~ => rn I '" 5 '" 0 u / U) > ::::, z / C 0 .0 0 .c (I) L u ~ '" (I) s= r::::-:=:--=:-----------:;:::~~:=:s:::::----,-,---,-----------------------------,--------------------------io;:I PREPARED BY: \.~~DSCAP( <;;i 'I. S10,W' -l'o ,f1' L (I) > 0 0 "' • C' '? 0 / ~ ~ IRRIGATION WA TEA CALCS o N U-V I s (i Sign~s LB ~ LANDSCAPE ARCHITECTURE "'J'\SE~:~~~'~.":~~r~•/~ * 1-Jl/\--+-----+--------------------------------.-D-E_S_IG-N-ED-,----.-D-R_A_~-,---+-----------------------.-----------1:: AND p L A N N I N G (,;,);. Dote 4~: ~ APR 2016 AS-BUil T (RECORD DRAw'ING) ,__ _____ _, (') L _____________________________________________________ _L ________________ ::::f:so;;;;r;::;c;;;;~;;;\..2·"~:::.... _ _J....:.:_N0::·-1._.:DA~T::E_...L:D::E.:SC::.R:::.IP..::Tl.:.ON:.:....:O::...F..::R::EVl.:.:.Sl:.O::N:.:S:_ ___________________ _Lc_H_Ec_K_ED_: _ _j__0A_T_E: ___ L ____________________ L..:sH_:E::E_T~3~5!._0:_F...:4~0~; N CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT DOVER DRIVE & WESTCLIFF DRIVE IMPROVEMENTS R-6045-S C-5583(A) • I I I J • ' . . . ~ • • • • I ::::, I ..... I I ;/ II II If ii II 'I ;::I~ <t'cf! 1-1s '°r.:i !ii r: ------- I <'O -------- ----------.. -----.. (l/'.11--W Z ~ 3 -f-oo 9,l( EXISTING PIN1fo :::, REE TYPICAL. NOTE: ...____ ...____ ...._____ ...._____ ...._____ ...._____ PLACE BOULDERS OF SIZE AND AT LOCATION SI-IOU.N. ...._____ ...._____ ...._____ ...._____ ...._____ ...._____ ...._____ ...._____ ...._____ ...._____ BOULDER MEASUREMENT CI-IART: APPROX. SIZE: -----.. -----.. ...____ -----.. -----.. -----.. -----.. --------------------------L .J ----- ------+--..____ ---------------------------_[_]_ ------ -- BOULDER PLACEMENT KEF ER TO DETAIL 'E' SHEET L-13 I-7+00 DOVER DRIVE ____ , __ _ ROOT CONTROL BARRIER REFER TO PLANTING NOTES, SHEET L 13. ----x---, ,x --\- / NOTE: Planting quantities have not been verified in the field. "RECORD DRAWING" Graphic Scale r I 20' 20' - ---- -----:;. ------=-- - 40' I ------ 80' <D n m D <D 0, " u Q_ Q_ _J -D I -D N stj- " [I] I "' <i: I / "" 0 u / VJ > ::, z / C 0 ~ 0 ~ _Q 0 _c 1' u ~ "' Q) s: ~P;::R:-;E:;:P:-;-A:RE::;D::--;::B::Y:-------------::~~~:S::::--T-T---,--------------------------,;:;;RE:;:Vl~EWE;;;:;;D:--;B:;;:Y;:-: -----,----------------------------! c<l L Q) > 0 0 @ E>'xE>'xE>' @ :,'x:,'x:,' NOTES: @ 4'x4'x4' PLANTING PLAN 0 I. REFER TO SI-IEET L-I3 FOR PLANT LIST, NOTES , DETAILS. @. 3'x3'x3' N U V I S ,. PATRICK ARCINIEGA, RCE 70740 LQ l ~ AF.,,ICAN TULi Al A o, 201s * SENIOR ENGINEER ~ •. "' p TREE AV L BLE FROM AJJ ASSOCIATES LANDSCAPE ARCHITECTURE Uon Date stj-/ LANDSCAPE RESOURCES INC, ~':l-':1:-l-88:,IZ) OR AN BOULDER INSTALLATION REFER 0~;0201 Lt, />PR 2016 AS-BUil T (RECORD DRA\./ING) DESIGNED: DRAWN: _::;. APPROVED EQUAL. CONTACT BOB EVERETT. TO DETAIL 'E' SI-IEET L-13 AND P L A N N I N G T.M. D.L. 1--------I"' L...---------------------------------------============-L ______________ _::::s;;;;:F;::::;C;;;~\.~\::::_ _ _JL..:.:N0:·...1.._.:D:A:.:.TE~...l.D'.'.'.E::'.S:CR:IP...:_T::::IO:.:_N_:'.O:_F_::R~EVl:::S:IO:N~S-------------------LCH...:E.:..CK...:E.:..D:_B2LDA~T'!i.E:'.!!L~Ll-------------------_J-=S~H~EE~T_3~~~o~r...:~9~~ . . 05 11 2015 , N CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT DOVER DRIVE & WESTCLIFF DRIVE IMPROVEMENTS R-6045-S C-5583(A) ---- • ' NOTE: PLACE BOULDERS OF SIZE AND AT LOCATION Sl-lOlLN. ---- BOULDER MEASUREMENT Cl-lART: APPROX. SIZE: / --- - I / I X // I // 11y I I I • a: C LL LL -...J (.) ------- ---- --.-EI .-R __:_ -,, -- ------==---=----- - -~ ~ - - -- - --- --------------=--=--=--=-t--- - --_-.... ___ ------- lliltlllMl/11 f #I ll II I 1h t ll N ll!IIIE/Klilfi/1/ ,,,, 11111111 11111111,,,,/\ 11111/ N fl/ II I# th /1/ If N M Iii Ii ,i II 1// I l 111 11 ill I Iii r Ill ,r Ii II !11 /1/ - - --- -----~ -----------.... f::: ---~ ROOT CONTROL BARRIER ---------... -------REFER TO PLANTING NOTES, --------... SHEET L13. BOULITTR--Pl:!__GU:1ENT REF'rn 190 TO DETAIL 'E' SRITR--1-3 S-1 ---..-==--2 ... I ~--I ---------.............. --------' -------~ -------------J -------------~ lo I ...J .-,.......=---,·· ~ .--- ... ----------I ... ............. I -- _ _,,, _________ -I ------------- -- EXISTING PINE TREE TYPICAL. EXISTING PINE TREE TYPICAL. -1~ t-<l'"' t-1"' <fl :;:i <ii + .~ ROOT CONTROL BARRIER ffil2 --------REEE-R lO-P--bAN+U>JG--NOTf£ -_o. 6__ _-_-_ -_ -_-_--SHEET ITI.-_ -_-~~---=-1ii2 _ L _j NOTE: Planting quantities have not been verified in the field. Graphic Scale 1' I 20' ,...--..... . . . . . . . . . . . ........... . ' ................... . . . . . . ' ........ . . . . . . .......... . . . . . . . ' ....... . . . . . . . . . . . . . . . . . . . . . . . . . . ....... . . . . . . . . . . ........ •--._ 1...J 1 lij w :::c u, r--. C') a, 0 CT) "' " u o_ o_ _J I 0 I 0 N tj- / '" ~ => rn I '" 5 '" 0 u ;;; > ::::, z / C 0 _Q 0 _c (I) L L (I) > 0 0 @ b'xb'xb' @ !:>'x!:>'x!:>' NOTES: @ 4'x4'x4' I. REFER TO Sl-lEET L-13 FOR PLANT LIST, NOTES 4 DETAILS. @ 3'x3'x3' N U V I S PLANTING PLAN 01 2. AFRICAN TULIP TREE AVAILABLE FROM AJJ ASSOCIATES PATRICK ARCINIEGA, RCE 70740 I LANDSCAPE RESOURCES INC, 94':l-':l!:>1-88!:>~ OR AN BOULDER INSTALLATION REFER LANDSCAPE ARCHITECTURE SENIOR ENGINEER L1Q ~ APPROVED EQUAL. CONTACT BOB EVERETT. TO DETAIL 'E' Sl-lEET L-13 AND p L A N N I N G & /\PR 2016 AS-BUil T (RECORD DRAWING) DESIGNED: DRA~: tj- L.. ______________ ::_-=--=--=--==-==-==--::--::--::--::--::--::--::--::--::--::--::--::--::--::--::--::--::--::--::--::--::--::--::--::--::--::--::--::--::--::--::--::~-L=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-~:..i--------------_:~J[Q~~~-~~1~~=1~~~~~~~===================1~~~~T.M~.~~~~D.~L.L ___________________ b~~~~1~ / NO. DATE DESCRIPTION OF REVISIONS CHECKED: DATE: i-----------1 S,~ R.S. 05 11 2015 SHEET 37 OF 4Q , N CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT DOVER DRIVE & WESTCLIFF DRIVE IMPROVEMENTS R-6045-S C-5583(A) ------------------------- --- I •-.-- 3: I---> d.D :cl c, ---f~~--~~-~~---_-_-_-_-_-_-_-_-_-_-_-_-_~~- z BOULDER PLACEMENT REFER TO DETAIL 'E' SHEET L-13 D m ................ . .. ·.·.·::.·:::::.·.·.·.·:.·. . · .. :: : .. :: : ·: :::: ... •. •. ·:: :. '::::. CJ') -:-.-:-:-:-:-:-:-:-. : .-:-:-:-:-:. ·::::::::... ?s' m · · · · · · · • • • z' .... l(fl m QI-I-==-'-+-' (....:...=-+-' <t, ISi • D ~'~ :i'il~ CJ') ,_~ Ille-. ----+ :C. <DI~ lll'r-. ,a • w11-~-~ii 9,~ ______ 9 ______ ~ ~"-1. 4+00 I < A ,,_J -// I t'~ I-~· I 1/4-~--~L --~I A - - A -- 5+00 26+00 -----.-+---I -. . . . . . . . . . . . . . . . .. . . . . . • • • • • •••••• ' '' ,\ ... ,,,\ i, ,\ t,. i\ '-,\ .. t,.\' ...... ,'-,' .. , tt' ...... ,' ,''; ,',.' '\,;. i,. ,' ,.,' .. ':::• :: : : :: :: ::: .:::-: ,:-:-:-:-:-:.:-: .:-:-:-:-:-:-:-:-:- DOVER DRIVE ------~---~~~~~~~-~ ---\______________ ---1'--/ .....---1 __ .. _ .,....._______ / ---t---J ------ 13: - . . .. . ......... . .. . .. . .. .. . .. . .. . .. . . . . . . . . . . .. . .. . . . . . .. . .. . .. . .. .. . . . .. . .. . ... .. . .. . . . .. ............ . . . . .. .. . . . .. . . . . .. . . . .. . . . . . .. .. .. ................. .. . . .. . . .. . .. . . .. .. .. . . .. I I , ..... , __ ,., / -~ / ..... __ ..., EXISTING PINE TREE TYPICAL. ---- -------- --/ 10 I ffi m -• ~-q_ -----21 ----------- --=f .. - - - - -::r ------I ==fat --=!..----,.---------=-__ -- --- - - --7 q-0 ot~--=--"v--~~~-=--..=~ - -~ ~-~----__ -----;;;, ~--- -=--=~, I "'--..~\ ~\\~~~~~._·~~.------~-1./i, I -u-__ :.q._ ___ a-,[) --------~---JI ' ~ -J ;'B ~---------------If // r I / / ------------- ~----w >-<C -------------~ ROOT CONTROL BARRIER ------REFER TO PLANTING NOTES.-------------SHEET L13. _- _---...,.. ------- ----\ I 3: <C t-w <C (.) --------1- ---------------------------~ -----------__::---=:---=-==-- - - - - --------------- ----------- ------------------- --------l1!il --- ------------- -------------------- BOULDER MEASUREMENT CI-IART: EXISTING PINE TREE TYPICAL. 1-w w :I: w w w I~ ROOT CONTROL BARRIER I wz REFER TO PLANTING NOTES, _-____;:---_-_~ _-_--~-=--..=--~ --~ ~ ~ --9 SHEET L13. : ~ ----- --"'-- - - - - - - ---==-p--=------------11- ----------- NOTE: Planting quantities have not been verified in the field. "RECORD DRAWING" -- --1$J - ----< - - - - -;;-_--:::--_ -----=-= 3 :::E -- Graphic Scale 1' I 20' 20' ---- 40' ----p --1 ------1 ---- 80' CT) "' " u o_ o_ _J I ~ 0 I ~ 0 N tj- => rn I " 5 " 0 u / U) > ::::, z / C 0 _Q 0 _c (I) L u ~ " (I) s= NOTE: PLACE BOULDERS OF SIZE AND AT LOCATION SI-IOlLN. APPROX. SIZE: @ b'xb'xb' @ &'x&'x&' @ 4'x4'x4' @ 3'x3'x3' ~P::R::E:P::A:R:ED:-:8::Y:--,-----------::::::~=:~,--r-r---,----------------------------~R;;;E::-;Vl;;:'.EWE:;;:;;D~B;;:Y;:-: -----,------------------------------1 o;:1 L (I) > 0 0 NOTES: I. REFER TO SI-IEET L-13 FOR PLANT LIST, NOTES 4 DETAILS. NU VIS PATRICK ARCINIEGA, RCE 70740 SENIOR ENGINEER PLANTING PLAN ~ 0 I ~ L11 ~ BOULDER INSTALLATION REFER LANDSCAPE ARCHITECTURE A\ ~ Lil /\PR 2016 AS-BUil T CREC □RD DRAWING) ,,,, DESIGNED: DRA~: tj-2. AFRICAN TULIP TREE AVAILABLE FROM AJJ ASSOCIATES / LANDSCAPE RESOURCES INC, 949-9&1-88&~ OR AN APPROVED EQUAL. CONT ACT BOB EVERETT. TO DETAIL 'E' SI-IEET L-13 AND P L A N N I N G T.M. D.L. 1---------1(') L-----------------------------------====:....:==============-L _______________ __:::S,;;;;;:::::;;;;2:::_ _ _J__:NO:'.: • ...l.._::'.:DA::_:T~E-..l..'.:D:_ES::C::R'.'.:IP_::Tl~ON:__'.'.0:_F_:R~EVl:'.:Sl'.:O:'.'.:N'._'.:S ____________________ J..:c_HE=-:C:_K~ED:_:__.!!:R.~S.LD~~;!LE:!!ll~20:!!_1~5 _l_ ____________________ j_:'.SH~E~ET~3~8~0~F...'.4~Q~; N CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT DOVER DRIVE & WESTCLIFF DRIVE IMPROVEMENTS R-6045-S C-5583(A) ._ ._ ~ 1--w w :::c Cl) w w Cl) ROOT CONTROL BARRIER REFER TO PLANTING NOTES, SHEET L13. I I!/ DOVER DRIVE -- . I cc C LL I LL --I I (.) ~I UJ 3: I +OD ROOT CONTROL BARRIER T-2 ~ REFER TO PLANTING NOTES, ~ -~--_ SHEET L ~ == == == __ -___:------=---= :_:,~---...__ -------------------------~~------------~~~ ---------~ Ml!!lil - - - - - - - -1"', ,\ NOTE: Planting quantities have not been verified in the field. Graphic Scale 1' I 20' aJ C') a, 0 CT) "' " u o_ o_ _J I ~ 0 I ~ 0 N tj- => rn I " 5 " 0 u / U) > ::::, z / C 0 _Q 0 _c (I) L u ~ " "RECORD DRAWING" 20• 40' so• ~ r-REVIEWED BY: PREPARED BY: --------~~:::::::::------r1--=-1--=--=--=-~1=._-=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=-~~rnio~--,------------7 □ o;jL~Q ~ ~ 1-~~----l-------------------------,pATRICK ARCINIEGA, RCE 70740 L12 ~ PLANTING PLAN 0 I I REFER TO Sl-lEET L-13 FOR PLANT LIST, NOTES 4 DETAILS. N U V I S DESIGNED: DRA~: / NOTES, L-J----+-------------------------t-ocsiGNrcSrEN~IO~RfEffiNG~IN~EE~R_7 __________________ Tl-~~~~~~~~~~~J~:;, 2 AFRICAN TULIP TREE AVAILABLE FROM AJJ ASSOCIATES LANDSCAPE ARCHITECTURE & /\PR 2016 AS-BUil T (RECORD DRAWING) T.M. D.L. • / LANDSCAPE RESOURCES INC, ~9-9&1-88&/ZI OR AN AND p L A N N I N G CHECKED: DATE: SHEET 39 OF 40 :;;, L ________________________ J~--=--=-A~P~P~R~o~v~E~D~~E~QJ~-A~L~.~c~ON~~-TA~C~T~~e-~o~e~-E~YE~~R~E;_rr~.========::'.:!J _ __:_::__~_::_~~~-=----~::§~~~~-~N~o:... L~oA~TE:__ro~Es~c~R1P~T~1o~N~o~F~RE~Vl~S1~0N~s~ ________________ _l __ ___.!R~.s~.L.Q:05~111_L2~0!!-=15!....L _________________ ___. _____ ~ N CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT DOVER DRIVE & WESTCLIFF DRIVE IMPROVEMENTS R-6045-S C-5583(A) NOTES: I. CF<OUN OF ROOTBALL TO BE I" ABOVE FINISI-I C.~DE. 2. PALMS INSTALLED WITI-IIN TU~ AREAS SI-IALL BE INSTALLED WITI-I 'ARBOR-C.A~' OR APP~VED EQUAL AT BASE OF TFa.lNK. 3. DRENCI-I ~TBALL WITI-I ARBORIST APPROVED FUNC:ilCIDE ~IOR TO TRANSPLANTINC:i. 4. FOR ADDITIONAL INFOi;a-!ATION REFER TO PLANTINC:i NOTE& AND &PECIFICATION&. A CD FOUR (4) • 4" DIA. VERTICAL PERFORATED PVC AERATION PIPE ALONC.SIDE ROOTBALL, NOT UNDER -WRAP WITI-I FILTER FABRIC OR FILL WIT,-! 3/4" C.RAVEL. VENTILATED PIPE I" ABOVE MULC,-1. CV JOIN TWO VERTICAL AERATION PIPES ACROSS BOTTOM OF PLANTINC:, ,-!OLE, ONE PAIR EACI-I NEAR OPPOSITE SIDES OF PLANTINC:, ,-!OLE. @ RUBBER CAP TO BE MISSION RUBBER CO. NO. IZ!71Zl4-01!:>, OR APPROVED EQUAL @ A SI-IALLOW BASIN 4" DEEP SI-IALL BE FO~ED AROUND BALL BELOW FINISI-I C.RADE. TREES PLANTED IN TURF AREAS S,-!ALL NOT ,-!AVE BASINS. !;i ROOT BALL b IIZ!0% WAS,-!ED PLASTER SAND 1 S!:>% COMPACTED SAND 8 12" AUC.ER TI-IROUC:,,-1 CALIC,-!E OR ,-!ARD PAN, W,-!ERE APPLICABLE '3 CALIC,-IE OR ,-!ARD PAN iZ1 TO BE TIED WITI-I ORc.ANIC LINE PRIOR TO SI-IIPPINC:, II FINISI-I C.RADE PALM TREE PLANTING SCALE:NOT TO SCALE IC>1&1VIOMAIOCH2C>lllpi<pleOID•9 NOTES: I. CF<OUN OF ~OTBALL TO BE I" ABOVE FINl&l-1 C.~DE. 2. FOR ADDITIONAL INFOi;a-!ATION REFER TO PLANTING NOTE& AND &PECIFICATION&. B CD V,'' DIAMETER Wl-llTE PVC, OR APPROVED EQUAL CV A Sl-lALLOW BASIN 2" DEEP Sl-lALL BE FORMED AROUND ROOT BALL BELOW FINISl-l C.RADE. TREES PLANTED IN TURF AREAS Sl-lALL NOT 1-lAVE BASINS. APPROPRIATE METAL OR PVC ANCl-lOR TURNBUCKLE, TYPICAL C.UY WIRES TO BE OF No. S C.AUC.E DURABLE ZINC COATED IRON, OR APPROVED EQUAL @ FINISl-l C.RADE G) TREES INSTALLED WITI-HN TURF AREAS SI-IALL BE INSTALLED WITl-l 'ARBOR-C.ARD', OR APPROVED EQUAL, AT BASE OF TRUNK @ ROOT BALL @ BACKFILL IN ACCORDANCE WITl-l PROJECT Ac.RICUL TURAL SUITABILITY SOILS REPORT @ 2-PL Y REINFORCED RUBBER OR PLASTIC C.ARDEN 1-lOSE ½"·'4" DIAMETER, OR APPROVED EQUAL, TO COVER WIRE AND PROTECT Ac.AINST C:,IRDLINC:, OF TREE. TREE GUYING (36" BOX OR LARGER) SCALE:NOT TO SCALE F~D TIE - DETAIL lL _J O</ Illl ,_,_ fu8 QD,' SECTION OOT BALL 0 0 9 DO a ~ • ,;;, .:"lo i(IOOQ .0 0 ' . /qj~ 0 ,;&=-:,\ /1,"'7"-<f'-sE" O 2x DIA. ROOT BALL 0 PLAN VIEW PIPING ENLA~EMENT ' ------1-lOSE TIE DETAIL NOTES: I. ALL BOULDERS Sl-lALL BE BURIED 31Zl% OF OVERALL 1-lEIC.l-lT, WIDTl-l AND LENc.Tl-l. 2. FINAL LOCATION OF ALL BOULDERS Sl-lALL BE PER Tl-lE CITY ENC.INEER 3. CONTRACTOR TO PROVIDE SAMPLE BOULDER FOR APPROVAL BY CITY ENc.lNEER PRIOR TO INSTALLATION. BOULDER MEASUREMENT Cl-lART: APPROX. SIZE: A: 6'x6'x6' 6: !:>'x!:>'x!:>' C, 4'x4'x4' D: 3'x3'x3' BOULDER TYPE: "1-llCK.ORY CREEK" AVAILABLE AT SOUTl-lWEST BOULDER AND STONE Pl-lONE: 811-190-162!:> OR APPROVED EQUAL. 6' ---------- 4' E BOULDER PLACEMENT SCALE: NTS REFER TO NOTES FOR SIZES FINISl-l C.RADE PLANT LIST SYMBOL ABBR. BOTANICAL NAME TREES 0 T-1 ARBUTUS UNEDO T -2 PINUS CANARIENSIS T-3 SPATl-lODEA CAMPANULAT A 0 T-4 Cl-lAMAEROF'S 1-lUMILIS 0 T-!:> PLAT ANUS RACEMOSA ---.. / \ { 0 J EXISTINC:, TREE \ / * EXISTING PALM TREE SHRUBS 0 S-1 ALOE RUDIKOPPE 0 5-2 ALOE STRIATA 1-lYBRID 0 S-3 FESTUCA GLAUCA 'ELIJAl-l BLUE' @ S-4 1-lEMEROCALLIS 1-lYBRID '1-lOT LIPS' ® 5-!:> KNIPl-lOFIA UVARIA E8 S-6 LANTANA 'NEW GOLD' @ S-7 DIANELLA TASMANICA 'VARIEGATA' @) S-8 SAL VIA C.REC.C. I I 0 S-S SENECIO MANDRALISCAE NOTE: COMMON NAME STRAWBERRY TREE 36" BOX CANARY ISLAND PINE 36" BOX AFRICAN TULIP TREE 24" BOX MEDITERRANEAN FAN PALM 36" BOX CALIFORNIA SYCAMORE 36" BOX EXISTINC:, TREE EXISTINC:, PALM TREE LITTLE GEM !:> GAL. Gl-lOST ALOE !:> GAL. BLUE FESCUE I GAL. DAYLIL Y I GAL. RE D-1-lOT POKER !:> GAL. NEW GOLD LANTANA I GAL. VARIEGATED FLAX LILY !:> GAL. AUTUMN SAc.E !:> C.AL. BLUE PICKLE I GAL. I. AFRICAN TULIP TREE AVAILABLE FROM AJJ ASSOCIATES / LANDSCAPE RESOURCES INC, S4S-S!:>1-88!:>0 OR AN APPROVED EQUAL. CONTACT BOB EVERETT PLANTING PLAN NOTES CONTRACTOR Sl-lALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO FURNISl-l AND INSTALL PLANT MATERIAL AS Sl-lOWN ON Tl-lE DRAWINGS AND AS DESCRIBED IN Tl-lE SPECIFICATIONS. 1-----------------------------------....-------------------------------------+-------------------------------------, NOTES: I. CF<OUN OF ~OTBALL TO BE 1/2"-l" ABOVE FINl&l-1 C.~DE. 2. FOR ADDITIONAL INFOi;a-!ATION REFER TO PLANTING NOTE& AND &PECIFICATION&. CD A S,-!ALLOW BASIN 2" DEEP SI-IALL BE FO~ED AROUND ROOTBALL BELOW FINIS,-! C.RADE F INIS,-1 C.RADE BACKFILL IN ACCORDANCE WITl-l PROJECT AC.RICUL TURAL SUITABILITY SOILS REPORT ROOTBALL 2 x DIAMETER OF ROOT BALL C 1-~-c-~-~-,Nu_OT-~-o-r-c;-LA_E _N_T_I_N_G ___ ©-,.M-..... -, ,.,..-, p-1<,h,.-,,,.g NOTES: I. C~WN OF ~TBALL TO BE I" ABOVE FINl&l-1 C.~DE. 2. FOR ADDITIONAL INFOi;a-!ATION REFER TO PLANTING NOTE& AND &PECIFICATIONS. CD 2"•, MINIMUM, X IIZ!' LODC:,E POLE ST AKE BOTl-l SIDES, OR 'TOMAI-IAWK TREE STABILIZER SYSTEM' (WIZ!) 64!:>-3343, OR APPROVED EQUAL CV CINC,-1 TIE, ARBOR TIE, OR APPROVED EQUAL @ A Sl-lALLOW BASIN 2" DEEP Sl-lALL BE FO~ED AROUND BALL BELOW FINISI-I C.RADE. TREES PLANTED IN TURF AREAS Sl-lALL NOT 1-lAVE BASINS. (4) FINISl-l C.RADE @ TREES INSTALLED WIT,-!IN TURF AREAS S,-!ALL BE INSTALLED WITl-l 'ARBOR-C.ARD' OR APPROVED EQUAL AT BASE OF TRUNK. @ BACKFILL IN ACCORDANCE WITl-l PROJECT AC.RI CULTURAL SUITABILITY SOILS REPORT G) ROOTBALL (DOUBLE ST AKE - PREVAILINc. WINDS 12-18" ROOTBALL D TREE PLANTING 24• BOX TO so· BOX) SCALE:NOT TO SCALE UNLESS DESIGNATED ON Tl-lE DRAWINC.S OTl-lERWISE, STRUCTURAL IMPROVEMENTS AND 1-lARDSCAPE Sl-lALL BE INSTALLED PRIOR TO PLANTING OPERATIONS. ALL WORK ON Tl-lE IRRIGATION SYSTEM, INCLUDING 1-lYDROSTATIC, COYERAc.E, AND OPERATIONAL TESTS AND Tl-lE BACKFILLING AND COMPACTION OF TRENCl-lES Sl-lALL BE PERFORMED PRIOR TO PLANTING OPERATIONS. PLANT LIST ON Tl-lE DRAWINGS Sl-lALL BE USED AS A GUIDE ONLY. CONTRACTOR Sl-lALL TAKEOFF AND VERIFY SIZES AND QUANTITIES BY PLAN Cl-lECK. SAMPLES OF FERTILIZERS, ORGANIC AMENDMENT, SOIL CONDITIONERS, AND SEED Sl-lALL BE SUBMITTED PRIOR TO INCORPORATION. CONTRACTOR Sl-lALL FURNISl-l TO Tl-lE CITY'S AUTl-lORIZED REPRESENTATIVE A CERTIFICATE OF COMPLIANCE FOR SUCl-l FURNISl-lED MATERIALS. w 0, " u 0 0. _J ~ 0 I ~ 0 I LOCATIONS OF PLANT MATERIAL Sl-lALL BE REVIEWED ON SITE BY Tl-lE CITY'S AUTl-lORIZED ~ REPRESENTATIVE PRIOR TO INSTALLATION. CONTRACTOR Sl-lALL PROPOSE ON AMENDMENTS AS STATED IN Tl-lE SPECIFICATIONS. c5 CONTRACTOR Sl-lALL OBTAIN Ac.RICULTURAL SOILS TESTING AND RECOMMENDATIONS AFTE 1 GRADING OPERATIONS AND PRIOR TO PLANT INSTALLATION. CONTRACTOR Sl-lALL INCLUDE _> SOIL REPORT IN Tl-lEIR BID. /;, TREES Sl-lALL BE PLANTED NO CLOSER Tl-lAN TEN FEET (lrZ>') FROM UTILITIES. TREES PLANTED WITl-llN FIVE FEET (!;,') OF 1-lARDSCAPE OR STRUCTURES Sl-lALL BE INSTALLED WITl-l A ROOT BARRIER AS APPROVED BY Tl-lE CITY'S AUTl-lORIZED REPRESENTATIVE. IF, DURING PLANTING OPERATIONS Tl-lERE SEEMS TO BE MINIMAL OR NO PERCOLATION IN PLANTING PITS, CONTRACTOR Sl-lALL CEASE PLANTING OPERATIONS AND IMMEDIATELY NOTIFY Tl-lE CITY'S AUTl-lORIZED REPRESENTATIVE TO DISCUSS ALTERNATIVE TO MAINTAINING POSITIVE ROOTBALL DRAINAGE MEASURES. ALL Sl-lRUB PLANTING AREAS Sl-lALL RECEIVE 3" Tl-llCK LAYER MULCl-l. u / VJ > ::, z / C 0 ~ 0 ~ _Q 0 _c 1' u ~ "' Q) s: i-------------------------------'----------------=-:-:::--:::-:--------------:;~3~-:---r---,---,----------------------~n~~---,----------------------,c<l PREPARED BY: REVIEWED BY: NUVIS LANDSCAPE ARCHITECTURE AND PLANNING PATRICK ARCINIEGA, RCE 70740 SENIOR ENGINEER PLANT LIST, NOTES & DETAILS L Q) > 0 0 ~ 0 I ~ L13 ~ l---+-----1----------------------------+----..--------+---------------------r------stj-Lt, APR 2016 AS-BUil T (RECORD DRA\./ING) NO. DATE DESCRIPTION OF REVISIONS DESIGNED: DRAWN: T.M. D.L. CHECKED: DATE: R.S. 05 11 2015 ~ / t---------1 (') s: SHEET 40 OF 40 ? N