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HomeMy WebLinkAboutR_5857_S• • • • • • CITY OF COSTA MESA 'vlCTORIA ST ls a, ~ :c JOHN WAYNE > AIRPORT C 1¾<>6' ~a ~ CITY OF IRVINE Ut.i\/ERS\Ti VICINITY MAP PROJECT LOCATION OC[,4/V NOT TO SCALE SYMBOL LEGEND -@-POWER POLE @SSMH SANITARY SEWER MANHOLE 'l:J FIRE HYDRANT ~ u WATER METER BOX & SER'vlCE D GM GAS METER ---®-VALVE POWER POLE ANCHOR D, MONUMENT -x-x-x-FENCE ==== BLOCKWALL 0 TREE C) {J SHRUBBERY _,,,_ _,,, _,,, .,,,__ ASPHALT PAVEMENT BRICKWALK k .. : :_: ·. . .· .:j CONCRETE L««/21 BUILDING _ _ _ _ EXISTING CONSTRUCTION PROPERTY LINE ----NEW CONSTRUCTION ___ (i_ ___ CENTERLINE ___ _s ____ SEWER LINE -----W-----WATER LINE _ --G---GAS LINE -E--POWER LINE -TEL -TELEPHONE LINE -CA TV-CABLE'vlSION LINE -SP--SPRINKLER SYSTEM :a: --i::r STREET LIGHT SIGN j:: ::j GARAGE OPENING * SPRINKLER DI ABBREVIATIONS SHEET INDEX AC ASPHALT CONCRETE TITLE SHEET AP ANGLE POINT PROJECT CONTROL BC BEGIN CURVE DEMOLITION PLAN BCR BEGIN CURB REllLRN LAYOUT EC END CURVE CONSTRUCTION DETAILS ECR END CURB RETURN CONSTRUCTION DETAILS C&G CURB & GUTTIER DRAINAGE IMPROVEMENTS MOC MIDDLE OF CURVE SLURRY SEAL IMPROVEMENTS NPBPWD CITY OF NEWPORT BEACH PUBLIC WORKS DEPT IRRIGATION PLAN & LEGEND OCSD ORANGE COUNTY SANITATION DISTRICT IRRIGATION DETAILS & NOTES PCC POINT OF COMPOUND CURVE PLANTING PLAN & LEGEND POC POINT ON CURVE PLANTING DETAILS & NOTIES PRC POINT OF REVERSE CURVE SW SIDEWALK TRAFFIC & STRIPING SSPWC STANDARD SPECIFICATIONS FOR TRAFFIC SIGNAL (T-5917-S) PUBLIC WORKS CONSTRUCTION STRIPING PLAN (T-5917-S) TS TRAFFIC SIGNAL BENCHMARK O.C.S. BENCHMARK K-782, ELEV = 10.266 FT (NAVO 88) RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 IN NEWPORT BEACH, AT THE INTERSECTION OF NEWPORT BLVD AND 14TH STREET, SET VERTICALLY IN THE NORTH FACE OF THE NEWPORT BEACH GRAMMAR SCHOOL, 22.3 METERS (73.2 FT) EAST OF THE CENTER OF THE STREET, 12.2 METIERS ( 40 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE BOULEVARD, 1.2 METERS (3.9 FT) ABOVE THE LEVEL OF THE BOULEVARD, 0.2 METIERS (0.7 FT) EAST OF THE EAST EDGE OF THE STEPS LEADING TO THE WEST ENTRANCE TO THE BUILDING. TIEMPORARY PROJECT BENCHMARKS AS SHOWN ON THE PROJECT PLANS ARE BASED ON THE ABOVE DESCRIBED CONTROL BASIS OF BEARINGS BEARINGS SHOWN HEREON ARE BASED ON A DIRECT INVERSE BETWEEN O.C.S. GPS POINTS #6301 TO #6287 BEING NORTH 35'43'52" WEST, PER RECORDS ON FILE IN THE OFFICE OF THE ORANGE COUNTY SURVEYOR. DATUM STATEMENT: COORDINA TIES OF SAID RECORDS ARE BASED ON THE CALIFORNIA COORDINA TIE SYSTEM (CCS83), ZONE VI, 1983 NAO, (1991.35 EPOCH OCS GPS ADJUSTMENT) ALL DISTANCES SHOWN ARE GROUND, UNLESS NOTED OTHERWISE. TO OBTAIN GRID DISTANCES, MULTIPLY GROUND DISTANCE BY 0.99997132. GPS POINT #6301: FOUND PUNCHED ROUND SPIKE AND WASHER PER O.C.S. HORIZONTAL CONTROL DATA SHEET FILED IN THE OFFICE OF ORANGE COUNTY SURVEYOR. GPS POINT #62B7: FOUND CONC. NAIL, FLUSH PER O.C.S. HORIZONTAL CONTROL DATA SHEET FILED IN THE OFFICE OF ORANGE COUNTY SURVEYOR. EMERGE.NCY TELEPHONE NUMBERS DAY NIGHT . DIAL TOLL FREE 1-800-227-2600 SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (UTILITIES DEPT.) COUNTY SANITATION DISTRICTS 1 (800)-624-8153 1(800)-611-1911 611 9f9-644-3011 1(800)-624-8153 1(800)-611-1911 611 949-644-3717 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ADELPHIA UNDERGROUND SERVICE ALERT 714-962-2411 11866~-777-9782 1 800 -422-4133 1(800)-422-4133 PUBLIC WORKS DEPARTMENT 21st / BALBOA McFADDEN PLACE PARKING RE CON STRU CTI ON STREET BOULEVARD 1 2 3 4 5 6 7 8 9 10 11 12 1 2 SLURRY SEAL & STRIPING RCE 3879 C-3654 ~ DI✓/ PUBLIC WORKS R.C.E. NO. 36106 APPROVED: (JJ;Of2uw., ~ CITY ENGIN~. 24967 PREPARED BY: DESIGNED etroPointe ~315~~~~Y~~~;, SuiteJ-1 CHECKED Costa Mesa, CA 92626 DRAWN (714) 438-1095 DATE BY ~~ 7.-12- MARIE MARSTON, P.E. DAlE DATE LOT DA TE: z.(t e/04: APPROVAL RECOMMENDED R. DESCRIPTION APP'D. REVISIONS DA APPROVAL RECOMMENDED Qc,l~f{\~ TRANSPORTATION AND DEVELOPMENT SERVICES MANAGER R.C.E. NO. 22045 ~1E Fel,i,v,. re z.oo4 GENERAL NOTES 1. ALL WORK SHALL CONFORM TO THE 2004 EDITION OF THE CITY OF NEWPORT BEACH STANDARD PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 2000 EDITION (GREENBOOK), CALTRANS STANDARD PLANS AND SPECIFICATIONS FOR THE CONSTRUCTION OF LOCAL STREETS AND ROADS, 2002 EDITION. 2. PUBLIC AND PRIVATIE UTILITIES AND THE ACCOMPANYING SUBSTRUCTURES SHOWN ON THESE PLANS ARE FROM AVAILABLE PUBLIC DATA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UTIL1 rlES AND SUBSTRUCTURES WITHIN THE CONSTRUCTION LIMITS. DAMAGE TO SUCH RESULTING FROM CONSTRUCTION OPERATIONS SHALL BE THE CONTRACTOR'S RESPONSIBILITY. 3. ALL UNDERGROUND UTILITY AND OTHER SUBSURFACE WORK SHALL BE COMPLETED PRIOR TO COMPLETING THE FINAL SURFACING. 4. THE CONTRACTOR SHALL NOTIFY THE CITY OF NEWPORT BEACH, PUBLIC WORKS DEPARTMENT, (949) 644-3311, 4B-HOURS PRIOR TO ANY ROAD CLOSURE AND/OR DETOUR. 5. CONSTRUCTION SURVEY WORK FOR THE LINES AND GRADES FOR CONSTRUCTION OF THIS PROJECT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 6. ALL PLANTS AND PLANTIERS SHALL BE PROTIECTIED AT ALL TIMES UNLESS OTHERWISE NOTED. 7. CONTRACTOR TO REQUEST IRRIGATION SHUT DOWNS (IF NEEDED) A MINIMUM OF 48 HOURS IN ADVANCE. CONTRACTOR IS FULLY RESPONSIBLE FOR ANY PLANT DAMAGE CAUSED BY HIS REQUESTED IRRIGATION SHUT DOWNS. 8. CONTRACTOR SHALL KEEP ALL PLANTIERS CLEAR OF HIS EQUIPMENT AND MATERIALS AT ALL TIMES. 9. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 10. SEE SHEET T-5917-S FOR TRAFFIC SIGNAL, SIGNING AND STRIPING IMPROVEMENTS. GEOTECHNICAL REPORT CONSTRUCTION WORK SHALL FOLLOW AND MEET THE REQUIREMENTS OF THE PROJECT GEOTIECHNICAL REPORT. GEOTECHNICAL ENGINEER: CONSTANT & DICKEY, INC (714) 630-5855 PROJECT NO. A03-147 CONSTRUCTION NOTES= 0-CONSTRUCT 2" ARHM OVER 1 O" AC BASE COURSE OVER COMPACTED FILL & GEOGRID 0--CONSTRUCT 4" AC 01/ER B" AB (CLASS 2) OVER COMPACTED FILL 0--CONSTRUCT TYPE A 6" CURB & GUTTER PER CITY STD-1 B2-L @-CONSTRUCT MODIFIED TYPE A 6" C&G PER CITY STD-182-L, GUTTER = 12" 0-CONSTRUCT TYPE B 6" CURB PER CITY STD-182-L @-CONSTRUCT MODIFIED TYPE A 8" C&G PER CITY STD-1 B2-L, GUTTER = 12" 0-CONSTRUCT 4" THICK SIDEWALK PER CITY STD-180-L 0-CONSTRUCT CURB RAMP PER SSPWC STD 111-2, CASE A, TYPE 2 0-CONSTRUCT CURB RAMP PER SSPWC STD 111-2, CASE 8, TYPE 1 ©--CONSTRUCT CURB RAMP PER SSPWC STD 111-2, MODIFIED CASE B, TYPE 1 0-CONSTRUCT CURB RAMP PER DETAIL 1, SHEET 5 @-CONSTRUCT CROSS ·GUTTER PER MODIFIED CITY STD-185-L, SEE DETAIL 2, SHEET 5 8-SLURRY. SEAL TYPE I @-SLURRY SEAL TYPE II @-CONSTRUCT CURB CHANNEL PER DETAIL 4, SHEET 6 @--RELOCATE PARKING METER POST PER DETAIL 3, SHEET 5. METER HEAD TO BE REMOVED/INSTALLED BY CITY @--1NSTALL PARKING METER POST PER CITY STD-922-L. METER TO BE INSTALLED BY CITY. @-CONSTRUCT PARKWAY DRAIN PER CITY STD-319-L, 5=24" @-RELOCATE PARKING LOT LIGHT. CONSTRUCT FOUNDATION PER DETAIL 6, SHEET 6. FURNISH AND INSTALL NO. 3-1 /2F EISEL PULLBOX. FURNISH, INSTALL & RECONNECT ELECTRICAL SYSTEM CONDUIT AND CONDUCTORS PER CITY STD 204-L & 205-L. MATCH EXISTING ( 1-1 / 4" PVC CONDUIT, 2#8 CONDUCTORS AND 1 #B GROUND PER AS-BUILTS) ®--FURNISH & INSTALL NO. 3-1/2F EISEL PULLBOX C-3654 APPROVAL RECOMMENDED REVIEWED BY TITLE SHEET GENERAL SERVICES DIRECTOR PRINCIPAL CIVIL ENGINEER R.C.E. NO. 43003 DA1E "2 .. \1-b\f DA1E 'l•/1-(H: 21st STREET/BALBOA BOULEVARD McFADDEN PARKING LOT CITY OF NEWPORT BEACH R-5857-S PUBLIC WORKS DEPARTMENT SHEET 1 Of 12 , 11 , "' v "' -..,. 0 ....__ N -....__ N c,, "' -0 w ...J t ~ " "' .c ··fWii' V1 ./ "' " -= -0 0 u ./ "' 0 '° 0 "' -N "-.~ '? -V7 0 Co 'ff ""' -....... ,-> I V, • • • • • • BALBOA 100+00.00 "A" BC z /: .. ,-<~ ,:, ~ / .• ,·, // .A ,,.,'/ // ' ' ,/ ye.. /. --/- - / PROJECT CONTROL POINT "A" /' HIS L IN W , •• ELEV = 8.375 •' /; N2169390.00 / E6050735}'./ / ', 60+34.44 BALBOA BOULEVARD= / /,' 300+00.00 8 BC - - /'\ • 62+47.45 BALBOA BOULEVARD= 13+99.12 21ST ST 61+89.37 BC 301+00 I 202+00 302+00 62+87.62 BALBOA ' ,,Y LINE --· ~ -·-,. 203+00 ..... j},1· :,(~> ,•' / BOULEVARD-,' // /' ~ / / 13+00 -12+99.10 PRC 30J+oo .., - 1- ,·',,/' . ~·' / ·~,,,~-// 12+14.73 PCC ---. ·/ 204+00' -··-· • CURVE NO. RADIUS 0 681.46' 742.46' © 789.46' D 1146.28' © 39.50' © 829.96' 49.50' PROJECT CONTROL POINT "C" TOP OF FH CENTER BOLT '[_LEV = 11 . 646 ·-J>l21..(i9125.33 E605b7-7-1 .28-. DATA TABLE DELTA LENGTH TANGENT 40"11 '45" 478.08' 249.35' 37"12'45" 482.21' 249.46' 28"18'21" 390.02' 199.07' 16"38'28" 332.93' 167.64' 40"16'13" 27.76' 14.48' 05"49'26" 84.36' 42.22' 57"00'09" 49.25' 26.88' -i~-~ M .,"\ -[_LI ... N,-E _"_A• __ 102+00 McFADDEN or: 9 2p DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA --+----,,t._o_J+oo 1-z 7. . ----. PLACE PROJECT CONTROL POINT "B" TOP OF FH CENTER BOLT ELEV = 12.895 N2169256.72 E6050610.63 PREPARED BY: etroPointe . 31~~~~:!: SwteJ-1 Costa Mesa, CA 92626 /714) 438-1095 ~I ------ DESIGNED CHECKED DRAWN J~~~~~~~~--:::::::.~2 :!_•f7~-o.f-DA TE MARIE MARSTON, P.E. DATE .. I '' ! -.\ \ \ C-3654 I u (/) / .l'l "' "' .c (/) PROJECT CONTROL 'f <;:: 21st STREET /BALBOA BOULEVARD 1l u McFADDEN PARKING LOT '§ 1---4--+----------------+--r---------------.-----------,co DATE BY DESCRIPTION CITY OF NEWPORT BEACH REVISIONS R-5857-S ~ t-S_H_E-ET-.,,.-0-F-1;-:2::-I .'.;:-L----------------------~-------------'---------------------__,_ ________ ..__ __ ....___.___., ___________ ....___,_ _______ __. _____ ____,..., R.C.E. NO.: 38798 PUBLIC WORKS DEPARTMENT ,-:> 0 'fl - TEL .CONDUIT SBC ,,'" > /' .,, / / / < ;/ ./, {/ / /. ELEC OVERHEAD SCE ElEC CONDUIT set 6" W TRAFFIC SK, COND\JIT 4" GAS LINE so CAL GAS NBPWO 16" CIP NPBPWO 18" RIZP NPBPWO DIAL TOLL FR([ 1---800..,.227-2600 AT LEAST TWO DAYS BEFORE YOU DIG ELEC OVERHEAD SCE / / DISPOSITION NOTES, m-SAWCIJT [!}REMOVE (ITEM AS NOTED) 0-RELOCATE (ITEM AS NOTED) G}PROTECT-,IN-PLACE (ITEM AS NOTED) 0-1;:XISTING SCE FACILITIES (TO BE REMOVED BY OTHERS) GENERAL NOtES1 1. SEE STRIPING PLAN FOR DJSPOSfflON OF SIGNS. 2. SEE TRAFFIC SIGNAL Pi.AN FOR RELOCATION OF BALBOA BLVD STREET LIGHT 3. PROTECT ALL EXISTING UTILITIES UNLESS OTHERWISE NOTED 4. SEE DRAINAGE IMPROVEMENT PLAN FOR ADDITIONAL INFORMATION. 5. SAWCUT .SHALL BE 12" FROM EG FOR C&:G AND CROSS GUTTER REMOVALS ANO 12" FROM CURB FACE FOR CURB REMOVALS 6. SEE TRAFFIC SIGNAL PLANS FOR DISPOSITION OF TRAFFIC SIGNAL FACILITIES. / \ ') \ \ ~ \ \ \ \ / C) I 0 2l ;?, ! C-3654 1: r.""P_RE_l'_AR£0-. -,e'"y,------------,--OE=S~IG~N""E~D-_,..,l""""_,.,... ..... .,.,..._ ____________ ...,.....,.__,...,----------------..------'"""1 o etroPointe DEMOLITION PLAN ~ ngine~rs· cHEcKED 1x 21st SWEET/BALBOA BOULEVARD i • 3}51 Airway Av,_ S1'iteJ-1 4/04 DAG ADDITIONAL PVMT & SW REMOVAL ffi <,.> ft7t ~a-1rZ" •92626 ORAVM "'2:!./~..::DAG:..::....i-:,ADD.::,:::.ffi;.;:.O:.:..:NAL:..::....TR;.;.=EE:.,.R:.::· EMO;:;·;;;;"";;;:·~:...· ----.....,..-4-!&=•,-=-· .,..... ........ M_· _c_F_A_o_o_E_N_ ......... P __ A_·_R..,K_l'TN""'G'::::'· ~L-:::0-::::T'::·. ·~-1 ~· ~ ~ s-11C•e4-... 0 .... Ar-E-'--'---"" DATE BY orscR1PnoN CITY ov NEWPORT BEACH ,_R_-_s"l'"s_s.....,7_ .. •·~s..,·~ UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ~1."i:: ~~5~9:-~-DA'l'E REVISIONS PUBUC WORKS DEPARTMENT SHEET OF 12. ~ L.--------------..... ------------..... ------------------------------------------.,...;.--------------------..L--;.;;;.-F, .......... ;_ _______ .1....,...,. __ .._ ___ ,J-__ ..L _____________ ,..._....__ .... _______________ ..... _____ ....,. __ ......,.,., 3 I"' "Tl ,. CJ 0 rri 2 t-J - 303+48.19 • POC r•,11.60 LT CENTER ,OF RAMP 3+44.2t PCC 303+21.07 EC 5.85 LT 3 +57.21 AP 15,02 RT 303+50.95 21.0 RT JOIN EXISTING CURB 103+ . 4 P C 35.0 l.T JOIN EXISTING CURB 21.0 R 2 o 4 +op--~--i --------J 2 +16.82 PC 9.15 LT 204 it:· 'PC \ 4.00 t{ . .;. \ ( 1. ' 03+51.40 6.63 RT 0 "' ---~ ! I I I i 204+34.03 PRC 10.08 LT 204;-36.84 PCC -~ LAYOUT .DETAIL 7 \ \ I I :! I ' ) / / i '· _( ~- / \ • \ \ ' ' \ r· I / I ___...+--- 201+77.3!) 29.2 LT JOIN EXIST CURB 301+48.70 16.8 LT JOIN EX¾ST OlJRB 301+2 .17 0.7 LT 301+00 j _I . ~ 301 +65.92 PRC 27.00 LT --._ (J1 o_ -1.46 PCC 302+00 .99 EC +66.03 AP / / ' ' / / ; /, // , / • 64+00.02 EC / • . 8.2. LT // JOIN J;:XISTING CURB SAWCUT UNE (TYP) 12+99. 10 ptfu 13.5 LT JO!N EXISTING 302+ 5 .. 64 PRC 27.00 LT 3 2+55.2 POC 272 .. 0 LT JOIN EXISTING 4,3 LT. JOIN EXISTING CURB J / 21ST 303+27 .68 AP 15.51 L 303+ 19.67 EC 7.26 LT / / 30J+oo V'.'=--o-,1 l ____ j / \' --_/ _ SEE DETAIL HEREON FOR \ ADDITl~~l lNFORMATlON ~ \ GENERAt. NOTES, 1. RADIUS "'· 2' UNLE.SS OTHERWISE NOTED 2. SEE DRAINACE Pt.ANS FOR. stoRM DRAIN IMPROVE;MENTS 3. SEE TRAfffC SIGNAL PLANS FOR STREET LIGHT RELOCATION 4. SANDBLAST EXISTING PARKING LOT MARKINGS PRIOR to APPLYING SLURRY SEAi. 5. MEDtAN AREAS TO 8E LANDSCAPED SHALL 8E GRADED SO FINISHED GROUND JS 1 -INCH 81;:LOW TOP OF CURB ELEVATIONS, • 6. SE£ STRIPING PLAN FOR DISPOSITION OF EXISTING STREET SIGNS. NO. 0 AVE R,\DIUS 40.00' 53.00' 18.00' 721.46' 5.00' 15.00' 10.00' 16.00' 31.00' 17.00' A A. TABLE DELTA LENGTH TANGENt 8,3'5,3'56" 58.51' • 40'16'13" 37.25' 159'55'12 50.24' 34,87' 130" 14'23" 11.37' 51"50'35" 13.57' 46'31 '40" 8.12' 96'23'42" 26.92' 117'58'47" 63.83' 140'51 '15" 41.79' 35.95' 19 .. 43' 101.67' 17.44' 10.78' 7.29' 4.30' 17.89' 51.57' 47.81' 0 15.00' 103°17'44" 27.04' 18.96' 11 +46.34 MOC • \~~ 17.30 LT cov . -· ···-· -·-, __ ,. --··-----· ---·-. --~ --., __ --~ ··\r----i 11+3L87 BCR 13.50 LT 01+67.15 19.1 LT JOIN EXIST GUTTER 201 +63,14 / / ( / f . __ -· ·--z<H+79.15 C •• 19.79 RT -~ -------I- ---·------, ..',--.. -. ', 0 201+81.04 POC 21.00 RT •• 202+24.62 AP 21.00 LT, JOlN EXISTING CURB 202+18.52 AP 14.85 LT 202+24.17 BC • 9.01 LT 202+22.53 PCC .62 LT 201 +96.12 BC 6.73 RT 202+16.93 21.0 RT JOIN EXISTING CURB 102+00 McFADDEN (::'.:f:,):_ 1p 4fJ DIAL. TOLL FREE 1-800-..227-2600 AT LEAST TWO DAYS BEFORE YOU OLG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 203+00 \ \ 11 +t9,9.4 MOC✓ 1 18.83 LT 1 ; • CENTER OF WIMP 1. / O<j:+53.84 EC 5.50 .RT ·k-o---'......-z 10+93.5.8 103+00 1---- 204+05.0 POC 4.0 LT JOIN EXISTING GUTTER POC 2 . JO!lif EX!STING--CURB .. 103+62.34 POC • 35.0 LT • • JOIN EXISTING ClJRB 103+59.45 POC 19.5 LT ---iplDl!i EXISTING FL 0 -R 1 4;-17.99 P --/~ 70 19.5 LT ----... 4+oo -104+ 1.74 PCC J.9,5 LT ~ 10+49.81 13.5 LT \ 1.0+36. 13 MOC \ 22.41 LT .c CENTER OF RAMP \ '\ \ \ \ \ '\ <:;} '-,, t,-:1 ' ; / ~ ,, C-3654 1: r -------------------..... -..... ------------------------------------------------1 " " ., DESIGNED PREPARED SY: etroPointe ngineers .3/51 Ai/ll'ay Aveltu~, Suite 1-1 Costa Mesa, CA 926.U (714) 138-1095 CHECKED DRAWN "' LAYOUT -~ ., 21st STREET /BALBOA BOULEVARD ~ I (.) 4/04 DAG REVlsED 1st.ANO & sw LOCATIQN .& McFADDEN PARKING LOT • ~ .j;...:,.._......jc.._..,4.;..;.... __ ......, ___ .;.._~..;,....:...--~~=-,1-'-------------r----------1"' ~ ~ •· si..u>,ci,,-... 0~ATE---0ATE BY o.E$CR!PllON CITY Of NEWPORT BEACH t-,..;:,.;.R.;..-.;:..5.;:..8.;:..57....;..c..S.:....,i ~ ~f£ ~J~~9{f• DATE. REVISIONS PUBUC WORKS DEPARTMENT SHEETA_ OF J2. -~ .., 7-l I U7 t,;) VJ --.J I \J"I N / 30J+oo 9.22 TC 8.72 FS BC 2 .. • · ... · ..... ~ 1ST 8tR£1: ~1 (8.60 TC) ,I ~1 11 A SEE SH!oET 8 FOR DETAlt,S LINE "C"?- 8.84 9.64 TC 9.14 FS EC 9.68 TC SAWCUT LINE (lYP) 9, 11! FS CI BC 11A SEE SHEET 8 FOR DITAILS / .90 ~ ;~~~k I II ~ ·a·_7 l l •• SEE Sh!EET 8 FOR .DETAILS // SEE SHEET 8 FOR DETAILS ____ I--L-IN-E "A"~ Mc\ Aoo1:rv \ ·----- \ \ \ \ \ \ \ \ \ . 2'1FS / I i l ! I ! 1 O.!'ja TC) 10., 0 FS .10.46TC {10.00 FS 9.75 FL -+--_ \ Q. 1/) -----~--·-·· ·------2,0 ------ 9,39 re 8,89 FL 10.>12 TC 9,{12 FL EC (8.80 FS ---------- \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ (9.18 FS \ 9.30 TC 8.80 FL) 9.15 FL,, • ,> \\ (9.38 TC 8.91 FL \ \ \ \ / ) I I " 9.45 FS) \ \ \ {9.65 FS \ 9.98 TC\ 9.48 f'L 9 50 FL BCR \ -/ \ \ ---------------\ \ \ \ \ \ \ \ \ ~ . -\:~ --. • \ \ \ \ \ \ \ \ \ \ DIAL TOLL F'RtE 1-800-227-2600 AT LEAST 1WO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA \ RELOCATE PARKING METER POST PARKING LOT STRIPING PER STRIPING PJ.AJIIS (lYP) \ .SAWCUT (T'i'P) PARKING METER POST RELOCATION(:) NO SCALE FlNISH!oD PVMT SURFACE OVEREXCAVATE & RECOMPACT TO 90% SCARIFY, MOISTURE CONDITION & COMPACT TO 9Q% PVl\,ff SECTION PER PLAN 5• IN EXISTING PVMT AREAS 12" IN EXISTING LANDSCAPE AREAS INSTALL BIAXIAL GEOGRJD (TENSAR 5$1 OR APPROVED EQUAL) BALBOA BLVD PVMT SECTJON ONLY PAVEMENT GRADIMG l COMPACTfO.f\l ® • .·• •• · .·• NO SCALE.. .••• • • ... ·• · ·• •• • ·••. · • SEE PROJ.ECT GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION ·• ~ (4) ANCHC!R BOLTS 24''0 FOUNDATION 15" BOLT CIRC.LE 2· LANDSCAPE AREA ti' 3-6" ~~~:, CONDUIT QRQSS-'SfCDON 4-#5 VE.RTICALS 1@EA. CORNER 1. 2' -6" DIA. CIRCULAR FOUNDATION MAY BE USED IN PLACE OF 2' -0" SO. FOUNDA'flON. 2. ANCHOR BOLTS ARE 5/8"1! x 21 ". POLE FOUNDATION 4•--~--12· 1 • I \ . . _,,, GUTTER SECTION ~ NO SCALE PREPARED BY: DESIGNED etroPointe CHtCKEO SAWCUT LINE CONSTRUCTION NOTES• . . . . .· 0-coosmtJCT 2• MHM OVER 10• AC BAS[. COURSE OYER COI/IPACTED Fll..l &. GEOGRID ©-C()NSTRtlCT 4" AC OVER 8" .AB (CLASS 2) OVER .COMPACTED FILL • • ©-CONSTRUCT TYPE A 6" CURB & GLITTER PER CllY STD-l82.-.L @-coNSTRUCT MOO!l"IED lYPE A .6" C&;G PER CITY ST0-182-'L, GLITTER ·1" 12· 0-CONSTRUCT TYPE B 6" Cl.IRS PER Cl'fY' STD~.182--,l @-CONSTRUCT MODIFI.ED lYPE A 8" C&G PER CITY ST0-182-L, GUTTER = 12" 0-co.NSTRUCT 4• .. THICK SIDEW.AU< P.ER CllY STD-180-l @-coNSTRllCT CURB RAMP PER SSPWC STD 111-2, CASE A, TYPE 2 0-CONSTRUCT CURB RAMP PER SSPWC STD 111 ~2; CASE 8, T¥PE 1 ©-CONSTRUCT CURB RAMP PER SSPWC. Sm 111,..2, MODIFIED CASE B, TYPE'. 1 Gr CONSlRtJCr CURB RAMP PER DETAIL 1, SHEET 5 ~CONSTRUCT CROSS GUTTER PER MODIFIED CITY STD-185...;l, SEE D.ETAIL 2; SHEET 5 e-SL.URRY SEAL .lYPE I @-SI.URRY SEAL TYPE II @-CONSTR.UCT CURB CHANNEL PER DETAIL 4, SHEET 6 ~REL.OCATE PARKING METER POST PER DETAIL 3, SHEET 5. METER lfEAD TO BE REMOVED/INSTALU:D SY CITY @-1NSTALL PARKING METER POST PER CITY STD-922-L METER TO Bl: INSTALLED BY CllY. @-coNSTRUCT PARKWAY DRAIN PER CITY ST0-319-L, 5,.24" ®-RELOCATE PARKING LOT LIGHT. CONSTRUCT FOUNDATION PE.R DETAIL 6, SHEET. 6. FURNISH ANO INSTALL NO. 3-1/2F EISEL PULLBOX. Ft.JRNISH, tNSTALl & RECON.NECT ELECTRICAL SYSTEM CONDUIT AND CONDUCTORS PER CllY STD 204-L & 205-L. MATCH EXISTING (1-1/4" PVC CONDUIT,. 2#8 CONDUCTORS AND 1#8 GROUND PER AS-BUILTS) ®-F"l.lRNISH & INSTALL NO. 3-1 /2F EISEL PULLBOX GENERAL· NOTES; 1 . RADILIS = 2' UNLESS OTHERWISE NOTED 2. SEt DRAINAGE PLANS FOR STORM ORAJN IMPROVEMENTS :S. SEE TRAFFIC SIGNAL PLANS FOR STREET LIGHT RELOCATION 4. SANDBLAST J::XJSTING PARKING LOT MARKINGS PRIOR TO AWLYlNG SLURRY SEAL 5. MEDIAN AREAS TO. BE lANOSQAPED SHALL BE GRADED SO FINISHED GROUND IS 1-'!NCH BELOW TOP OF CURB EL£VArlONS. 6. SEE STRIPING PLAl'J FOR ·01SPOSITION OF EXISTING STREIT SlGl'JS. VARIABLE HEIGHT RETAINING CURS PAINT YELLOW ---- PARKWAY NO'!"[: SEE SSPWC STD PLAN 111-2 • FOR INFORM.ATION NOT SHOWN CURB RAMP DETAIL C) NO SCALE AC PVMT PER PLANS 8" PCC OVER 4" AB (*) = UNLESS OTHERWISE NOTEO ON PLANS SECTION B-B AC PVMT 8 AGGREGATE BASE MODIFIED CROSS GUTTER E=) NO. SCALE PAINT CURB YELLOW C-3654. ngineers 3151. Airway Avenue, SuiteJ.J Costa. Mesa, CA 9Z626 a/o4 DAS RECORD CONDmON!> CONSTRUCTION DETAILS 21st STREET/BAL,BOA BOULEVARD McFADDEN PARKING LOT (714) 438•1095 DRAWN 4/04 &Yr;., ~ $."?1,04 M,',RIE MARSTON, P.E. 0A1E D.ATE DATE R.C .. E. NO.: 38798 DAS REf,40\IED PARKING METER· RaocATION BY DESCRIPTION REViStONS CITY OF NEWPORT BEACH PUBL.IC WORKS DEPARTMENT R~5857-S SHEET 5 OF 12 • -- ID "' r---.... a '-"' ~ ·d:i' "' ;. 'l N. I ;l- "' -~ OJ / ., 0\ C -~ E 0 ~ 0 " "' ·;:5, ., ., '::= ~ ~ ~ "' a (C} a "' -N <; ,., . }, ;7Q c2 IJ1 -.J ' '-I', c:J ,.,, ~ r \J"',. 1 l , I I ' ' . \ I I I /) ' I I \ 7.91 TC) 7.36 FL C> I Q 0 > ...J al < 0 al i al i \\ i \ I' " l\ I I (7.40 FS) C (7.44 FS) -\ \. I [/) (_JJ (7.35 FS) 1p i ··' \ g I i I I ((7 c/) \ \ 8" PCC OVER COMPACTED NATIVE I ' \ i ' f I I (7.48 FS) I ' C I \ .,(7.32 FS) \ I 12" FUL;L DEPTH AC BACKFILL. OVER COMPACTED NATIVE 8.39 TC (7.92 FL / / tr-1j!~ . ' ➔ ··~ c0 :..-i, i. ~,· ' ~::;;/:;.., --r, ---,..: .. , • ,f" \, \ / / 8.64 TC 8.14 FS EC 8.1>8 TC 8.18 FS BC 9.0 T 8.50 FS EC (8.22 TC 7.55 FL StGNAL POLE. PER TRAFFIC SiGNAL PLAN CATCH BASIN PER DRAINAGE PLANS 7.77 TC 7.10 FL 7.76 fl) 7.73 EG SAWCUT LINE .(TYP) SEE SIGNAL··PLANS FOR DISPOSITION ... 7. TC 7.18 FL (7.55 FL) (7.73 EG) 7 .. 28 fl 3/~;3.,fl ","'· 5 ----1- 302+00 8.38 TC {7.94 FS) 7.94 EG .68 TC 8.18 FL MOC .,,1·--, •-1 .. -· \ 9.00! TC 9.06 TC 8:57 FS JOIN Cl.JR§. _ _ -·· . . . .. l'o-... .I.I , .. , 9.29 TC <s;,-~~g:;;;,. -~22~T/e--(;'" 8,:79 FS) 8.72 FL 9_18 ;e••. 8.68 FL EC 8.56 FL) ( (),- , __..,,. 8.50>FL ___ --1 ---Jc"""-:-'Be 9.47 TC 8.99 FS DI '. I . r tp Ot.AL TOLL FREE l -800-227-2600 AT .LEAST TWO DAYS • BEFORE YOU DIG fJ 2p fJ LINE "B" 8.00 TC 7:50 FL PRC 11 SEE SHEET 8 FOR DETAILS fJ . SEE SHEET 8 11 A FOR DETAILS 203+00 1 SEE SMEET 8 1 A FOR DETAILS 1 SEE SHEET 8 1 B FOR DETAILS \ PREP ARl::O BY: etroPointe ngineers 1151 )/way)/venue, Si,iteJ-1 Costa Mesa, .Gt 92626 (714) 4JfJ.lfJ95 / / / ( / / / • / / / / CONSTRUCTION NOTES• • (D:-coosrRucr 2• ARHM OVER 10· AC BASE COIJRSE_ OVER COMPACTED Fill. & GEOGRID @-coNSTRUCT 4• AC OVER 8" AB (Cl.ASS 2) OVER COMPACTED FILL @-coNSTRUCT TYPE A 8" CURB & GUTTER PER CITY sro..;1a2-L ~ CONSTRUCT MODIFIED TYPE A. &" C&G PER Cl.TY STQ-182-l-. GUTTER = 12" (v-coNSTRUCT lYPE .8 6." CURB PER CITY STD-182:-l \ -~ ,/· @-CONSTRUCT IIIQOWIEO TYPE A 8" C&G PER CIJY ST0-182-L, GUTTER = 12" CO.NS'fRUCT 4" THICK SIDE.WALK PER CITY ST0-180-L I I I I( l. ,, ,.,_ ·--., '"-.,. '· ..._ .._ ..._ '-. ..._ ..._ .._ ..._ CONSTRUCT CURB RAMP PER SSPWC STD 111-2, CA$E A. TYPE 2 CONSTRUCT CURB RAMP PER SSPWC STD 111-2, CASE B. TYPE 1 CONSTRUCT CURB RAMP PER SSPWC STD 111-2, MdrnFIED CASE B. TYPE 1 CONSTRUCT CURB RAMP PER DETAIL 1, SHEET 5 ,,.-_/ ---~ -----~. '(.~, \ t-~. CONSTRUCT CROSS GUTTER PER MOOtflEO CITY STD-185-L, SEE DETAIL 2, SHEET 5 . .. ,·.:c., ·•; })\' _,.c,-• 11 SLURRY SEAL TYPE I ~'.:':_--. '-..._ __ _,.. ,· I "'-... -, ., i7' 4;;,L ~ ~-Cc c· c. , @-SLURRY SEAL TYPE It SEE SHEET 8 FOR D.ETA!LS 13+00 @-CONSTRUCT CURB CHANNEL PER DETAIL 4, SHEET 6 @-RUOCATE PARKING METER POST PER DETAI.L 3, SHEET 5. METER HEAD TO BE REMOVED/INSTALLED BY CFIY @-INSTALL PARKING METER POST PER CITY STD-922-L. MITER TO BE INSTALLED BY CITY. __ ,__. @-coNSTRUCT PARKWAY DRAIN PER CITY ST0-319-L. S=24" ~:~~ ;~ ®-RELOCATE PARKING LOT LIGHT. CONSTRUCT FOUNDATION PER DETAIL 6, SHEET 6. PRC FURNISH AND INSTALL NO, 3-1/2F EJSa PULLBOX. FURN1Sf:I, lNSTALl & RECONNECT JOIN C&G ELECTRICAL SYSTEM CONDUIT AND CONDUCTORS PER CITY STD 204-l & 205-L. MATCH EXISTING (1-1/4" PVC C◊NOUIT, 2#8 CONDUCTORS ANO 1#8 GROUND PER A$-BUILTS) ~ fl/RNISH & INSTALL NO. 3-1/2F EISEL PUlLBOX GENERAL NOTES, 1. RADIUS = 2' UNLESS OTHERWISE NOTED 2. SU DRAINAGE PLANS FOR STORM DRAIN tMPROVEMENTS 3. SEE TRAFFIC Sf.GNAL PLANS FOR STREET UGHT RELOCATION 4. SANDBLAST EXISTING PARKING LOT :MARKINGS PRlQR TO APPLYING SLURRY SEAL 5 .. MEDIAN AREAS TO BE LANDSCAPED SHALL BE GRADED SO FINISHEO GROUND IS 1 -'INCH BELOW TOP OF CURB ELEVATIONS. --411 6. SEE STR!Pl.NG PLAN FOR DISPOSITION OF EXlSTlNG STREET SIGNS, I 13 5 CURB & GUTTER RECONSTRUCTION (!) NO SCALE REMOVE EXISTING SIDEWALK REC0NSTRUCT SIDEWALi< REMOVE EXISTING CURB & GUTTER RECONSTRUCT CURB & GUTTER PROTECT EXISTfNG. SIDEWALK JOIN. EXISTING LIP OF· G.UTTER JOIN EXISTING AC PVMT ill "' ... CURB. CHANNEL DETAIL e) NO SCALE . c~3654 'E I DESIGNED CONSTRUCTION DETAILS " CHECKED 8;04 DAG REGORD CONDITIONS £ 21st STREET /BALBOA BOULEVARD ! 4/04 DAG REVISED 1sLANO & sw 1.0CAnQN A McFADDEN PARKING LOT ·~ t:-=-+-d'-----'--------C..:..--=1-~!;::=1 =-· -1-----.... --..... --................. r-.,....,....,. ........ .,.. ... "' DRAWN c. R·.o ... <s.s GU. r. TER /y\ MA<;, -&J-41.• '"' e.'JD,~ .... D-ATE __ ...,. DATE BY DESCRIPTION CITY or NEWPORT BEACH t--R_· -_s-::::s~s_7_,. -.:-s:--1. ~ NO SCALE ~ UNDERGROUND SERVICE ALERT OF SOUTHERN .CALIFORNIA MARI£ MARSJON,P.E. DAlE REV!$IONS P.UB ... uc .. 'NOR.KS. DEPARTME .. NT SHEET c... OF 12 ~ L.....,..,. .... .,....,_....,..,. ............. -.,_._:;;;;;,..;:,...,:::::.,.-,:::,....,(..-:.,...,.::;.-:.,....:::,::..,...:::,::..,...:::,;:,_..,:;_ ______ ...,. ____________ .._ _______ ,,_.---................. __________________________ ,.... ________ ,-___ ..,L,...;,R;;;.C;;;,E;;,;..~N0;;;.;;,·'_;38:;;;,.;79;,;8;.__. ,....·..__,. .... .,...,... __ ..L ..... ..,. ......... _J.......,..L.,...,.,J, ............................ ._-..................... ..,......Jl-..,_J......,...,.;,;_.;,;., ......... .,... ..... ..., ............... ...,L. .... ,.;_:,,L;;;;;;;;;__;;;;;;;;;;,.J _., \ irBi -c:::, z: CJ r,i ~ r ....,.. • • • • • ? « 9 x 1p 2e 41-' --'--+i-----1---+----l+---+-------t---t---,-------, ' 6.0 L C{i)NSTR CT 211.0 LF] COt,ISTRUOT PVCi I i ' i ' i ' ! ' I 12" PV: 2e--+--+----+----+---+--+--+--e--+---f--f--+---~---+--~'~--r--+---+--+--f--12 1 r i i . ' 12" ~CP .. ' •' / E ISTINq i I ' I ' ' I ' ; ' 1 i I I I i STORM DRAIN PROFILE HORIZ: 1 "=1 O' VERT: 1 "=2' N· 1lJl DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 13+00 PREPARED BY: etroPointe ngineers 3151 AinvayAvenue, SuireJ-1 Costa Mesa, CA 92626 (714) 438-1095 ~p~ ARJEMARSTON, P.E. DESIGNED CHECKED DRAWN 1 CURB ' FLOW ---.., I I I!---W=4.5' ------l FLOW EDGE OF GUTTER GRATE FOR INFORMATION NOT SHOWN SEE SSPWC STD PLAN 301-2 MODIFIED CATCH BASIN NO SCALE TRAFFIC SIGNAL POLE PER SHEET 8 7.65 TC L 1 PCC SIDEWALK PER SHEET 6 ------,--.J-,---,-...-6,,""-,i;:!:::::===i PCC C&G PER SHEET 6 '---~ SIGNAL FOUNDATION 4.65± BOT -='-"---"-'-'-1·-i I-4" CLEAR STORM DRAIN SECTION~ NO SCALE CONSTRUCTION NOTES: 0-FURNISH & INSTALL 12" PVC SDR-35 0--CONSTRUCT JUNCTION STRUCTURE PER CITY STD-310-L (";\_ CONSTRUCT CATCH BASIN PER SSPWC STD PLAN 301-2 ~ MODIFIED PER DETAIL 1 HEREON. ONE GRATE, W=4.5', H=O" . ©-FURNISH & INSTALL CATCH BASIN FILTER (FILTER PER PROJECT SPECIFICATIONS) DISPOSITION NOTES= 0-REMOVE (ITEM AS NOTED) 0-PROTECT-IN-PLACE (ITEM AS NOTED) GENERAL NOTES= 1. PIPE BEDDING AND TRENCH BACKFILL PER CITY STD-106-L -tj- 0 '-N I 0 (/) C-3654 i DRA~AGEIMPROVEMENTS 21st STREET /BALBOA BOULEVARD McFADDEN PARKING LOT " ..c: (/) / "' " "" "O 0 ~ 0 ... D_A TE---1-D-A-TE+-B-Y-1----D-Es-c-Ri-Pn_o_N------1---1--c-1 T_Y_O_F_N_E_W_P_o_R_T_BE_A_C_H_T'""'.R----:-5-:-85-:-7----:-s-i ~ UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA R.C.E. NO.: J8798 REVISIONS PUBLIC WORKS DEPARTMENT SHEET_2 OF 12_ _'.::!-L_ ___________________________________________________ __._ ________ .,__ __ ....._-i..----1---------'----'---------L------.1, ,0 ..J I V1 0 ~ .,,. V'I --...a r' I V, • • • • • 301+00 .. .,.~-~•'' ., '&' \ . ,c\ •, / '· I i . ;', ! i ! . / ~ / / ~ / / / / / UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA / / ( / / / / / / . ----. -. . - - . -. ' / / / / / / / / / I / CONSTRUCTION NOTES= @-SLURRY SEAL 1YPE I @-SLURRY SEAL 1YPE II GENERAL NOTES1 1. SANDBLAST EXISTING PAV£11111i:ITT MARKINGS PRIOR TO APPLYING SLURRY SEAL 2. SEE STRIPING PLANS FOR FINAL STRIPING AND PAVEMENT MARKINGS • 3. STAGING AND TRAFFIC CONTROL FOR SLURRY SEAL AND STRIPING OPERATIONS TO BE APPROVED BY THE Cl1Y PRIOR TO STARTING WORK . .._ ____________________________________________________________________________________________________________ .___...__....., _____________ __. __ ._ ____________ ___,,_ _____ .....,-, / / / /• /,EXISTING IRRIGATION / MAINLINE TO 6E CAPPED-OFF AT 60TI-I ENDS AND ABANDONED, TYP. EXISTING IRRIGATION &CE FULL60X \ r' 1 ,--- -- -··----·---····--· ---·· ........... _ ... _____ ., ........ ·--···-··--····-·-··-· .. --·--------·····-·-·-···· ---- IRRIGATION LEGEND NOTES CsFM • REFER TO SHEET 12 FOR IRRIGATION DETAILS AND NOTES. 1---Q--,.-T-,-l-l--,--F_,...;M..:.ANUF..;;.;.:;..:./lC...:.::...;Mi!E=..:::::.;R...:,c..M:.::.O.::.D..:::E=-L..c..NOc:....:..;. /...cD::::.;E::::.;5C::.::.:..R..:::IFTc....:..:clON::..:...:... _________ __,_G_..,....._T--.-_l-l_,,.._F-....:FS-=.:.l_-,-_:...:Fi!.::...:AD::::.;.:.:IUS::::._---=D:.:E:.:.T:.:.:A.:=IL:__--1 • UNLESS OTHERWISE INDICATED, ALL LATERAL LINES ARE TO Toor, 6E 34 II SCH 4@ PVC MINIMUM SIZE. @ "'"' &10Z-I2P-COM WI l&PC NOZZLES 131 20 14 FT D 51-!T 10 1---+--+--,1--+-------,----------------------+--+--+--+----+------+-------+--'-------l • THIS IRRIGATION DESIGN IS 6A5ED ON INFORMATION OBTAINED TORO &10Z-I2P-COM WI I2PC NOZZLES 0.40 0.&1 0.':l& 20 II FT D, SI-IT 10 FROM AN AS-6UILT PLAN <R-&1:>3I-S) PROVIDED 6Y THE CITY OF NEWPORT 6EACI-I. CONTRACTOR TO NOTIFY ENGINEER OF ANY I!( ill' l!1 TORO &10Z-I2P-COM WI l@PC NOZZLES 030 0.42 0.1:>0 20 s FT D, SHT 10 DISCREPANCIES PRIOR TO COMMENCING WORK REFER TO EXISTING EQUIPMENT NOTE 6ELOW. 1--0'-+-'le!'-+-□-+----+-T_O_R_o ___ -+-&_10_z_-_12_P_-_c_o_M_W_l_8_P_C_N_o_z_z_L_E_s ________ ---+_0_.1_1+-0_2_3+-0_3_1+----+--20 __ +-__ 1_F_T_+-_D_,_s_1-1_T_10_----l • CONTRACTOR TO REMOVE EXISTING RCV'S AT STATIONS A1, AS AND Al@ AND SHALL INST ALL NEUJ RCV'S PER IRRIGATION 0 TORO &10Z-I2P-COM WI &PC NOZZLES 0.18 20 4 FT D, 51-!T 10 LEGEND. CONTRACTOR TO TURN OVER ALL EQUIPMENT 6EING Iii TORO &10Z-I2P-COM WI &1-1 NOZZLES AND .I PCP 0 _11 20 2 FT D, SI-IT 10 :~~~~:~~YSTEM 6ACK TO THE AUTHORIZED CITY EXISTING I v2 " WATER METER TO REMAIN t 6E PROTECTED IN PLACE -REFER TO NOTES HEREON • IRRIGATION DESIGN 15 6A5ED ON PRESSURE INFORMATION l------+-------,-----'-------------'----'-------------'------'--'---'----'.:c.....:.-----------1 06TAINED FROM A5-6UILT PLAN. STATIC WATER PRE&SURE 15 r r MATCO GRISWOLD RAIN6IRD EXISTING IRRIGATION CONTROLLER TO REMAIN t 6E PROTECTED IN PLACE -REFER TO NOTES I-IEREON ASSUMED TO 6E 5& PSI. CONTRACTOR TO FIELD VERIFY AND NOTIFY LANDSCAPE ARCI-IITECT OF ANY DISCREPANCY PRIOR EXISITNG lv2" RP 6ACKFLOUJ PREVENTION A5SEM6L Y TO REMAIN 4 6E PROTECTED IN PLACE -REFER TO NOTES HEREON TO COMMENCING WORK 154 SERIES FULL PORT 6ALL VALVE, LINE SIZE TO 2" MAX. 6, SHT 10 • CONTRACTOR TO TIE INTO EXISTING CONTROL AND COMMON WIRES WIT!-1 SPECIFIED UJIRE CONNECTOR&. DW&-PRV SERIES PRESSURE REGULATING REMOTE CONTROL VALVE, SIZE PER PLAN A, 51-ff 10 QUICK COUPLER VALVE 44LRC C,51-1T10 VALVE IDENTIFICATION KEY . AS APPROVED PVC PIPE 314" -2" &CH 40 LATERAL LINES 12" 6ELOUJ GRADE, 314" MINIMUM SIZE G, 5HT 1@ VALVE STATION7 r-VALVE G.P.M. 5----5 AS APPROVED PVC PIPE 2" CLASS 31& A& MAINLINES 18" BELOW GRADE G, &HT 10 NUM6ER j_ ,l /Al\ ':12 VALVE SIZE~\ I" / AS APPROVED PVC PIPE SCH. 40 AS SLEEVING, TWICE Tl-IE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED. INSTALL WI-IERE PIPES AND WIRE OCCUR 6ELOW/TI-IROUGH PAVING AND HARDSCAPE ITEMS. NOT SHOUN AS APPROVED IRRIGATION SOLID COPPER CONTROL WIRE WI PVC INSULATION Uf. 1:>0@-VOLT DIRECT 6URIAL <U.L. APPROVED) tlJ4 AWG CONTROL WIRES, IOJ2 AWG COMMON WIRE, ROUTE WITH MAINLINE NOT SHOWN RAIN6IRD 115T-03UL SNAP TITE UJIRE CONNECTORS, USE FOR ALL WIRE CONNECTIONS NOT 5!-IOWN RAIN6IRD f!FT-55 SNAP TITE SEALER \ 21st STREET I H, SI-IT I@ A, 5HT 10 F, 5!-IT 10 F, 5!-IT I@ - POINT-OF-CONNECTION EXISTING Jl/2 11 WATER METER EXISTING lv2" RF BACKFLOW PREVENTION DEVICE EXISTING CONTROLLER TO REMAIN-PROTECT IN PLACE STATIC WATER PRESSURE-SS F5I MAXIMUM FLOW DEMAND-11.4 GFM IRRIGATION PRESSURE CALCULATIONS STATION*, A':l 5T ATIC PRE55URE, 5&.0€> MAX. GFM DEMAND: 11.10 UNITS SIZE 1 J!,,2" I lv2" I I " 58& 2" II 34" 13 34" 13 34 11 13 34" 12 •4" 1 34" 14 34" 13 3411 10 I" Ml&C T"l'l'E DISC RP 6RA5S CL. 31& SCI-I. 40 &CH.40 SCI-!. 40 &Cl-I. 40 &CH. 40 SCH. 40 SCI-I. 40 SCI-!. 40 &C!-1.40 DESCRIPTION CsFM WATER METER 11.10 6FP 11.10 CONTROL VALVE 11.10 MAIN LINE 11.10 LATERAL LINE 0031 LATERAL LINE 01.14 LATERAL LINE 03.11 LATERAL LINE 04.48 LATERAL LINE 0S.85 LATERAL LINE 01:>22 LATERAL LINE 01:>.&':l LATERAL LINE 01.96 LATERAL LINE 11.10 FITTINGS ALLOW COMPONENT LOSSE&, MIN. REQ'R 6Y I-IEAD, 3.0' ELEVATION L055: TOT AL PRESSURE REQ.: RESIDUAL PRES&URE: EXISTING EQUIPMENT NOTE, FSILOS& 00.00 08.10 04.00 00.10 00.00 00.04 00.12 0023 0035 0023 0050 00h!:> 002':l 00h2 l&.84 20.00 130 31.14 l1.81:> •EXISTING CONTROLLER LOCATED APPROXIMATELY 18"' FT. &OUTH OF 2I5T STREET/McFADDEN PLACE INTERSECTION. McFADDEN PLACE --------· ---------.~--_, __ .. _ .. ,, --·----·-·· ---.---··· ··•·. \ ••• -. .. -•·-- c -~ • . ... I __ --· --· -·--· ----·-----· •••••••• u "' " " 0.. :J l() 9 1p 2p J 0> (J ··---·-. .. ... ... ..._ ··-• --. . ·--. PREPARED BY: NUVI.S LANDSCAPE ARCHITECTURE AND PLANNING FX: 71L75L7346 PH: 714.751.7311 03-225.01 -·--..... l() "1 "' 0 C-3654 ,;; DESIGNED ~ JR IRRIGATION PLAN ~ AND LEGEND ~ CHECKED / :;:: TM 21st STREET BALBOA BOULEVARD 8 □RAWN €:i/04-oA& REE"ro!Z.t) C.0N'tlmON$ & McFADDEN PARKING LOT 8 i-::D..,.,A r=E_J_R --iDJ..:.A=T:..iE ~sY:..+:..::..::::.:....=....:oE:::s.:.::cR~1P:.:.r~1o~N ~-----11-==~-c-1-TY_O_F_N_E_w_P_o_R_T_B_E_A_C_H_.,,_._R ___ 5_s_5_7 ___ s--1 ~ 01-27-04 REVISIONS PUBLIC WORKS DEPARTMENT SHEET 9 OF 12 :;:. -, 7,=> -SI "' t::J: 0 "" .,, .....a - I ~ ~ >!//I/Ill ---------------------· ,J .. ·-·--------------·-------- --------STRIP WIRES APPROXIMATELY B/8" FROM ENP ,,-------",,-----TWIST CONNECTOR U IL WIRE ENDS REACl-l 60T M IXING CONTENTS OF AS PER INSTRUCTIONS, C 1/2 FF ENP OF PACK NP INS T CONNECTOR TO OPPOSITE ei..10 ---WRAP OPEN ENP OF P K WITl-l TAPE ANP LEAVE IN RAI P POSITION UNTIL RESIN JELL ( APPROX. 8 MIN. AT 72rllFJ & "R/IIN81~D SNAPTlic" '9£1AIL P€t:< Prza:sa:::r SPE"C.IFICATIONS F TYPICAL WIRE CONNECTIONS NO SCALE i-023 ~-CLEAN E3ACKFILL- ':l0% COMPACTION REQUIRED FINISl-l GRAPE I: ' ill :r: r II11i1 ~ -Ill I L.. z _111 lll=IlJ= III:[ NON-PRESSURE LATERAL LINE SNAKE PIPE IN TRENCl-l Z L IJ11i1 -I I PRESSURE SUPPLY LINE SNAKE PIPE IN TRENCl-l I: N =Ill - Cl.) .IT Ill . ill NOTES, CONTROL WIRES -6UNDLE AND TAPE AT 10' O.C. ANP INST ALL ADJACENT TO PRESSURE SUPPLY LINE PROVIDE 2" MIN. OF CLEAN E3ACKFILL L PIGTAIL ANP LOOP CONTROL WIRE AT ALL ':l0° Cl-lANGES IN DIRECTION. 2. PROVIDE A MINIMUM 10 FEET SEPERATION 6ETWEEN POT A6LE ANP RECLAIMED MAINLINE PIPINC:;. 3. 24" MINIMUM COVER ON 3" MAINLINE ANP LARC:;ER. • @G TYPICAL TRENCHING NO SCALE l-021 ; I: z I: - Cl.) ,---CLEAN 6ACKFILL- ':l0% COMPACTION REQUIRED 1-lARPSCAPE/PAVING - 'llilll NON-PRESSURE LATERAL nmI LINE SLEEVE srzE TWICE 1= 11 1111 L DIAMETER OF NON-PRESSURE iiri1III [ LATERAL LINE 1111ml SAND '=ill ,illi1cf:,~_f.'7.77Z7D'.I:~;i.ri'1,.-PRESSURE 5UPFL Y LINE I= • SLEEVE-SIZE TWICE PIA. };"" OF PRESSURE SUPPLY LINE ~:":'-"."~~-CONTROL WIRE SLEEVE-SIZE i~~~,i,\4~+2h;'! 1 PER PLAN. INST ALL ADJACENT -II[;:;;; I ,i<-='-,!L •11-III-iT' TO PRESSURE SUPPLY LINE (TYP) NOTES: 1. ALL SLEEVES TO E3E SCl-lEDULE 40 PVC. 2. EXTEND ALL SLEEVES 12" E3EYOND EDGE OF 1-!ARPSCAFING AT BOTl-l ENDS. 3. 24" MINIMUM COVER ON MAINLINE 3" AND LARC:;ER ® TYPICAL SLEEVING NO SCALE i-022 ; I: z r: PLASTIC 10' ROUND VALVE BOX AND COVER· PROVIDE b" CLEARANCE AROUND COUPLER I" IN LAWN AREAS 3" IN PLANT 6EPS FINISl-l GRADE C __..--QUICK COUPllNG VALVE STAINLESS STEEL SC!i<EW CLAMP MIN. Tl-lREE PLACES 3/4" WASl-lEP CRUSl-lED = z AGGREGATE 6A6E OR '9 r I GRAVEL -= · ----6RASS ':JO* ELL 6RASS ':JO,ti STREET ELL 1/2" x 3b" GALVANIZED STEEL STAKE BRASS NIPPLE b" LONG BRASS NIPPLE '---BRASS ':l0rll STREET ELL '----PRESSURE SUPPLY LINE FITTING '----PRESSURE SUPPLY LINE QUICK COUPLING VAL VE ASSEMBLY SCALE: v2" = 1'-0" i-014 NOTES, I. LOCATE HEAD 2" FROM WALKS, CURl36, HARDSCAFING, MOW STRIP, HEADER BOARD 4 EDGE OF LAWN. 2. LOCATE STREAM SPRAY/BU66LERS b" FROM ALL STRUCTURES. SPRAY HEADS 12" FROM ALL STRUCTURES IN SHRU6 AREAS, 6UT b" FROM ALL STRUCTURES IN GROUND COVER AREAS. FOP-UP SHRU6 1-lEAD MANUF. 4 MODEL AS INDICATED IN LEGEND, OR APPROVED EQUAL FINISl-l GRADE-------- = SCl-l 80 PVC NIPPLE ------, :::~~~iiiill~~z~~iir1 (MINIMUM 4" LONG) ' 't°TTII1Ii1IIII iIIII ii\II -111-111= f11 mI mI m II I III ""'111IIImIII-I • SCl-440 PVC TxT ':l0$ ELL MARLEX ':l0' STREET ELL ANTI-DRAIN VALVE-~ AS REQUIRED SCH 80 PVC NIPPLE'-~ TYPICAL (2) PLACES MARLEX ':10' STREET ELL L!111 111 IIIm1II [ 1mmmmrnmf -ill I illilll I ill !.J.Fill-illf I-ill=I I 1IIi111TTFI' \il,-,~ 1-1 I 1-1 I I' Ill Ill ~ ,,,_...,.11-111=111 I: ffilli II i1I1[T z I lli=;l 1' I: i1 II111~ i1111111 = -N NON-PRESSURE __),""-%.i"-'i""-d LATERAL LINE \ir ;;.;-~~\\~::::~=~--'I. AND FITTING y--]\, -• D - POP-UP SPRAY HEAD 14"xl':l" RECTANGULAR VALVE 60X 23"x 33" RECTANGULAR VALVE 60X i-018 TYPICAL QUICK 12 " n n n=~ COUPLING ([ Jl ([ Jl [[ Jl VALVE IN 10" ., ~ J_ ROUND VALVE~-- 60X ~r PLAN VIEW ""----------= EDGE OF LAWN, WALK, FENCE, CUR6, ETC. NOTES, , I. CENTER VALVE BOX OVER REMOTE CONTROL VALVE TO FACILITATE SERVICING VALVE. 2. SET BOXES I" ABOVE FINISH GRADE OR MULCH COVER IN GROUND- COVER/SHRUB AREA AND Fl..USH WITH FINISH GRAPE IN TURF AREA. 3. SET RVC AND VALVE BOX ASSEM6L Y IN GROUNDCOVER/SHRUB AREA WHERE POSSIBLE. INSTALL IN LAWN ONLY IF GROUNDCOVER DOES NOT EXIST ADJACENT TO LAWN. 4. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE. !:>. AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOXES TO PREVENT COLLAPSE AND DEFORMATION OF VALVE BOX SIDES. 6. IDENTIFY VALVE BOX WITH CONTROLLER LETTER AND VALVE NUMBER USING I 1/2 -2" LETTERING. E VALVE BOX INSTALLATION SCALE, v2 11 =1'-011 i-011 LOOP THIRTY-SIX (36) INCHES·-- EXCESS WIRE INTO EACH SINGLE BOX AND INTO ONE VALVE 130X IN EACH GROUP OF VALVES. PLASTIC RECTANGULAR VALVE E30X- PVC SCH. W PIPE PVC SxS ':10 ELL 13RICK (4 TOTAL) PVC TxS MALE ADAPTER (TYPICAL) CONTROL WIRES TO CONTROLLER MAINLINE TO COUPLING LINE SIZED PVC TEE TO COMPRESSION COUPLING MAINLINE----...r 3/4" WASHED--~ AGGREGATE OR GRAVEL APPROVED WATERPROOF WIRE CONNECTORS (TYPICAL) ELECTRIC CONTROL VALVE MANUFACTURER AND MODEL AS INDICATED IN LEGEND, OR APPROVED EQUAL --FINISH GRADE SCHEDULE 80 PVC UNION "'--EXISTING MAINLINE '----COMMON WIRES TO VALVES ON SAME CONTROLLER COUPLING W/ THREADED CAP AT EACH END. LOCATE COUPLING UP AND DOWN STREAM OF PVC TEE. IRRIGATION PLAN NOTES CONTRACTOR 51-!ALl PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO FURNISH AND INSTALl Tl-lE IRRIGATION SYSTEM AS Sl-lOUJN ON Tl-lE DRAWINGS, A5 DESCRIBED IN Tl-lE SPECIFICATIONS, AND IN ACCORDANCE WITI-I APPLICABLE CODES AND ORDINANCES. DESIGN REFLECTS COMPLIANCE WITl-l CALIFORNIA STATE ASSEM6L Y 61LL 32& (A6 32!:>) AND Tl-lE 6TATE'S MODEL ORDINANCE AND/OR THE LOCAL GOVERNING Aei;ENCY'S ADOPTED WATER EFFICIENT LANDSCAPE ORDINANCE. DRAWING5 ARE DIAaRAMMATIC. CONTRACTOR Sl-lALL ElE RESPON516LE FOR ADJUSTMENTS NECESSARY TO CONFORM TO ACTUAL FIELD CONDITIONS. CONTRACTOR 61-!ALL FLU51-l ALL LINES AND ADJUST ALL HEAD6 FOR OPTIMUM PERFORMANCE IN ACCORDANCE WITH Tl-lE SPECIFlCATIONS AND TO PREVENT OVERSFRAY ONTO 1-lARDSCAPE AREAS OR STRUCTURAL ELEMENTS. Tl-llS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT ACTUAL SITE CONDITIONS AND TO TI-IROTTLE THE FLOW CONTROL AT EACI-I VALVE ro 06TAIN Tl-lE OPTIMUM OPERATING PRE5SURE FOR EACl-l SYSTEM. COSTS INCURRED DUE TO ANY ADJU6TMENT6 FOR IIZIIZl% COVERAaE, INCLUDING THOSE REQUE5TED BY Tl-lE CITY/OUJNER'S AUTHORIZED REPRESENTATIVE SHALL BE Tl-lE RESPONSIBILITY OF THE CONTRACTOR. REMOTE CONTROL @~!kY.~"'ASSEMBL y i-010 5YSTEM DESIGN 15 ElASED ON A MINIMUM OPERATING PRESSURE (P.S.U AND A MAXIMUM DEMAND (G.F.M.J AS SHOUN AT EACH POINT OF CONNECTION ON THE DRAWINGS. CONTRACTOR Sl-lAlL VERIFY PRESSURE AND DEMAND AT EACl-l POINT _OF CONNECTION PRIOR TO COMMENCING IN6TALLATION AND 5Ul3MIT SUCl-l IN LIJRITINC:; TO Tl-lE CITY/OWNER'S AUTHORIZED REPRE5ENTATIVE. IF ANY D16CREPANCIES EXIST, THEY SHOULD BE 6ROUGHT TO Tl-lE IMMEDIATE ATTENTION OF THE CITY/OWNER'S AUTl-lORIZED REPRESENTATIVE. EQUIPMENT SHOWN IN 1-lARDSCAPE AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED Wl-lENEVER POSSIBLE WITHIN PLANTED AREAS A REASONABLE, REACl-lA6LE DISTANCE FROM 1-lARDSCAPE OR TURF AREAS EQUIPMENT SHOWN IN l-lARD6CAPE AREAS ARE FOR DESIGN CLARIFICATION ONl Y AND Sl-lALL 6E IN6T ALLED Wl-lENEVER POSSIBLE WITHIN PLANTED AREAS A REASONA6LE, REACHABLE DISTANCE FROM 1-lARDSCAFE. PLASTIC 10" ROUND -- VAL VE 60X FINIS!-! GRADE -- 6ALL VALVE MANUFACTURER AND MODEL A5 INDICATED IN LEGEND, OR APPROVED EQUAL EXTENSION LENG Tl-I A5 REQUIRED PVC MALE ADAPTER • UNLESS OTl-lERWISE NOTED ON Tl-lE DRAWINGS, CONTRACTOR SHALL IN6TALL WIRE AND FIFE UNDER 1-lARDSCAFE AREAS IN P.V.C. SCl-lEDULE 41Zl SLEEVES PLACED FRIOR TO INSTALLING 1-lARDSCAFE IN ACCORDANCE WITl-l AFPllCABLE COPES. Wl-lEREVER POSSIBLE, CONTROL WIRES SI-IALL OCCUPY THE SAME TRENCl-l AS PIPES. SPLICING OF 24 VOLT WIRES WILL NOT 6E PERMITTED EXCEPT IN VALVE BOXES. CONTRACTOR TO LEAVE A 2411 COIL OF EXCESS WIRE AT EACl-l SPLICE AND EVERY 100' ON CENTER ALONG WIRE RUN. TAPE WIRE BUNDLES 10' ON CENTER. NO T AFING WILL 13E PERMITTED INSIDE SLEEVES. WIRE CONNECTORS Sl-lALL 6E RAIN 61RD SNAF-TITE CONTECTORS OR APPROVED EQUAL. CONTROL VALVES Sl-lALL BE SIZED AS DESIGNATED ON THE DRAWINGS AND Sl-lALL BE IN6TALLED IN VAlVE BOXES AS INDICATED IN THE DETAl/..5. 60XES Sl-lALL 6E 5ET FLUS!-! WITH Tl-lE FINl6H GRADE OR SURFACE AND PERMANENTLY MARKED WITH Tl-lE /..ETTERS R.C.V. CONTRACTOR Sl-lALL INSTALL ANTI-DRAIN Cl-lECK VALVES AS NECESSARY TO PREVENT LOW 1-lEAP PRAINAaE. ALL IRRIGATION 1-lEADS ADJACENT TO I-IARD6CAPE SHALL ElE FOP-UF STYLE. IRRIGATION HEADS Sl-lALl 13E SET PERPENDICULAR TO FINISl-l GRADE OF Tl-lE AREA TO BE IRRIGATED UNLESS OTHEWISE DESIGNATED ON THE FLANS. ®BALL VALVE bv-01.dwg ·' 0, "' ,:, 0 :::; Ill Ill N 8 ,------------~===--r---r--r------------.--.-------------.....:::C.....::3:..:::6:.:::5~4-li DESIGNED IRRIGATION DETAILS ~ PREPARED BY: NUVIS LANDSCAPE ARCHITECTURE AND PLANNING FX: 714.754.7346 PH: 714.754.7311 03-225.01 JR AND NOTES i CHEC~~ 21st STREET /BALBOA BOULEVARD. ~ DRAWN 11 DFI-G R!.viSe'D Dei-A-,1.-f & McFADDEN PARKING LOT ~ 1-D-AT_E_JR __ '"'D..;_A;.::.TE:ll-s.....;Y:...,...:.._..;..;~:....D..::Es..::c...:R1...:Pr.:...10....:..N ____ --1,-=:...J--c-1 T_Y_O_F_N_E_W_P_O_R_T_BE_A_C_H __ R ___ 5s_5_7 ___ s--1 ~ -01-27-04 REVISIONS PUBLIC WORKS DEPARTMENT SHEET1Q_ OF J.2. ~ ..., r -~ 0 "" Cl' .. 'ff "' --.J -I ,-) V) - - --------------------------·-•·"· .. _,_ _____ -·-······ ... -····--·-···-----·······-····· ""'"'" .-- / \ \ .>•. ,···, /' ..._,._. ,.,~) / / /\ .,-· •✓- / / f / / / I / / / ,. / / / / / ' / / / / I / / / / / / / / / / / / / / / 10 / / / / / / / / / O't ARE ROM A't-v 2 10' 6TF V ARE ROM --t-------.!" IS' 6TF ARE ROM 10' 6TF RI-IA IND ISGAL. ,/,/ / 0 / / / / 15 GAL 12' STF R!-IA IND 15 GAL. '· 42 RHA IND --··········· £'fJS'i1N(,. 8oV<;AINVILl£A McFADDEN •,, -------.. - ---·· A @§@¼< i < ' 5!-IRU65 tcq:i<EMAJN------__ ---.. 4 ARE ROM EX15TING 21st STREET / 31 RI-IA IND ·,, \ 15 ~AL. I \ ARE, ROM\ PLANTING LEGEND AeBfi!EV. BOTANICAL NAME Tfi!EES Afi!E ROM Afi!ECA5TRUM ROMANZOFFIANUM SI-IRUB6 BOU 5FE 6Ol.JGAINVILLEA 5FECT A61Ll5 RI-IA IND RHAFHIOLEFl5 INPICA 'FINK CLOUD' GFeOUNDCOVl:Re D NOTES WOOD MULCH-NOT SHOWN IN5TALL IN ALL PLANTER 61:Do LINDl:R ALL &HRUS5, TYPICAL. COMMON NAME QUEEN PALM SIZE 5EE FLAN FOR 51ZE BOUGAINVILLEA IS GAL MATCI-I EX15TING VARIETY INPIA HAWTHORN IS GAL. 2" TI-IICK LAYER OF FORE5T FLOOR 6Y AGUINAGA FERTILIZER CO., INC. (S4S)1!¾>-SS&8 OR AN APPROVED EQUAL • REFER TO 51-!EET 13 FOR PLANTING PET AIL5 AND NOTE5. / \ (' \ / ' \ . \ \_;/ \ I I / ) '•. --~ --.. ':c_ . -· .. ,., -_·., ..... ---'15' 6TF 15 GAL ARE ROM •-··· --' '"' " / \ --',--. -... ___ :·~ ---', \ 31 PLACE / / -----..... _ -;·-·-------/ ··-· L. ___ r I -- 10' 6TF /-<,, ARE ROM/ /, ' I 15' 6TF /·'--✓• \ \ \ \. \ \ \ \ N 0 r--- "' " " 0. ':; "' "' N "' 0 C-3654 ,;; ,---------------.-,=-,-..,....---,--,---..-----------------------------------------'> DESIGNED PLANTING PLAN ~ PREPARED BY: ~ -NUVI.S LANDSCAPE ARCHITECTl!Rl: AND PLANNING FX: 714.754.7346 PH: 71C754.7311 03-226.01 ~ AND LEGEND i ~~rn / c TM 21st STREET BALBOA BOULEVARD 8 DRAWN n DI-'& AbllE!>i'Rr.r..$ & McFADDEN PARKING LOT i JR i--,_;.=.i~..;:_i-:-:.....:.-=-.:_..:..L ________ !-==-t-------------,--------1"' b-=-----1 DATE BY DESCRIPTION CITY OF NEWPORT BEACH R-:-5857-S ;; DATE 1---,-~---1 01-27-04 REVISIONS PUBLIC WORKS DEPARTMENT SHEETll OF J2. _'.::!--, -- C, "'IT ) ~ IJ"I ,:;JI ~ I v., NOTES: L SEE SPECIFICATIONS PRIOR TO INSTALLATION OF PLANT MATERIALS. 2. CROWN OF ROOTBALL TO BE 1/2"-1" ABOVE FINIS!-! GRADE. .3. PLANTING I-IOLE TO BE DUSTED WITI-I GYPSUM BEFORE BACKFILLING. 2J-------. 2 x DIAMETER OF ROOT SALL CD A Sl-lALLOW BASIN 2" DEEF SI-IALL BE FORMED AROUND ROOTBALL BELOW FINl51-l GRADE G) FINl51-l GRADE 0) UNDI5TUREIED NATIVE GRADE OR CERTIFIED COMPACTED FILL FER PROJECT GEOTECl-lNICAL SOIL& REPORT @ APPROVED BACKFILL, Tl-lOROUGl-lL Y MIXED FRIOR TO INSTALLATION <SEE PROJECT AGRICULTURAL SOILS REFORT) A SHRUB PLANTING NOT TO SCALE plttshr01.dwg NOTES, I. SEE SPECIFICATIONS PRIOR TO INSTALLATION OF FLANT MATERIALS. 2. CROWN OF ROOTBALL TO BE v2"-l 11 ABOVE FINISl-l GRAPE. PLAN~NG PLAN NOTES CONTRACTOR Sl-lALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO FURNl51-l AND INSTALL FLANT MATERIAL AS Sl-lOWN ON Tl-lE DRAWINGS AND AS DESCRIBED IN Tl-lE SPECIFICATIONS. UNLESS DESIGNATED ON Tl-lE DRAWINQS OTl-lERWISE, STRUCTURAL IMPROVEMENTS AND 1-lARDSCAFE Sl-lALL BE INSTALLED PRIOR TO PLANTING! OPERATIONS. ALL WORK ON Tl-lE IRRIGATION SYSTEM, INCLUDING 1-lYDROSTATIC, COVERAGE, AND OPERATIONAL TESTS AND Tl-lE BACKFILLING! AND COMPACTION OF TRENCl-lES SI-IALL BE PERFORMED PRIOR TO FLANTINC:i OPERATIONS. PLANT LIST ON Tl-IE DRAWINC:!S 51-lALL BE USED AS A QUIDE ONLY. CONTRACTOR Sl-lALL TAKEOFF AND VERIFY SIZES AND QUANTITIES BY FLAN Cl-lECK SAMPLES OF FERTILIZERS, ORGANIC AMENDMENT, SOIL CONDITIONERS, AND SEED Sl-lALL BE SUBMITTED PRIOR TO INCORPORATION. CONTRACTOR 51-!ALL FURNISI-I TO Tl-IE CITY'S AUTI-IORIZED REPRESENTATIVE A CERTIFICATE OF COMPLIANCE FOR SUCl-l FURNISl-lED MATERIALS. LOCATIONS OF PLANT MATERIAL Sl-lALL BE REVIEWED ON SITE BY Tl-IE CITY'S AUTl-lORIZED REPRESENTATIVE PRIOR TO INSTALLATION. AMENDMENTS, AS INDICATED IN Tl-IE SOILS REPORT 51-!0WN ON Tl-IE DRAWINGS, ARE BASED ON AGRICULTURAL SUITABILITY SOILS TESTS PERFORMED PRIOR TO GRADING AND WERE PRESENTED FOR BIDDINC:i PURPOSES. IF NO SOILS REPORT EXISTS, CONTRACTOR Sl-lALL PROPOSE ON AMENDMENTS AS STATED IN Tl-lE SPECIFICATIONS. CLIENT OR CONTRACTOR 51-!ALL OBTAIN AGRICULTURAL SOILS TESTING AND RECOMMENDATIONS AFTER GRADING OPERATIONS AND PRIOR TO PLANT INSTALLATION. TREES Sl-lALL BE PLANTED NO CLOSER Tl-lAN TEN FEET (1(2)') FROM UTILITIES. TREES PLANTED WITl-llN FIVE FEET (5') OF 1-lARDSCAFE OR STRUCTURES Sl-lALL BE INSTALLED WITl-l A ROOT BARRIER AS APPROVED BY Tl-IE CITY'S AUTI-IORIZEP REPRESENTATIVE. IF, PURING PLANTING OPERATIONS TI-IERE SEEMS TO BE MINIMAL OR NO PERCOLATION IN PLANTING! PITS, CONTRACTOR SI-IALL CEASE PLANTING! OPERATIONS AND IMMEDIATELY NOTIFY Tl-IE CITY'S AUTI-IORIZED REPRESENTATIVE TO DISCUSS ALTERNATIVE TO MAINTAINING POSITIVE ROOTBALL DRAINAGE MEASURES. CD FOUR ( 4) -4" DIAMETER FVC WITl-l REMOVABLE FVC CAF. EQUAL SPACING AROUND TRUNK .3. TREES INSTALLED WITl-llN TURF AREAS Sl-lALL BE INSTALLED WITl-l 'ARBOR-GARD' AT BASE OF TRUNK G) ROOT BALL G) A SI-IALLOW BASIN 4" PEEF Sl-lALL BE FORMED AROUND BALL BELOW FINIS!-! GRADE. TREES PLANTED IN TURF AREAS Sl-lALL NOT 1-lAVE BASINS. 4. PLANTING 1-lOLE TO BE DUSTED WITl-l GYPSUM BEFORE BACKFILLING. 5. DRENCl-l ROOTBALL WITl-l ARBORIST AFFROVEP FUNGICIDE PRIOR TO TRAN5FLANTINGi. FROND TIE DETAIL ~ '6~ tt i'-. Ill() '--is-----;;jj.j; ooc E, 1 ROOT BALL B PALM TREE NOT TO SCALE CAP @ ENLARGEMENT PLANTING @ FINl51-l GRADE @ UNDISTURBED NATIVE GRADE OR CERTIFIED COMPACTED FILL FER PROJECT GEOTECl-lNICAL SOIL& REPORT @ 100% RIVER &AND G) 95% COMPACTED SAND @ 12" AUGER Tl-lROUGH CALICHE OR HARD FAN @ CALICl-lE OR 1-lARD FAN @ TO BE TIED WITH ORGANIC TWINE PRIOR TO 51-llFFINGi @ JOIN TWO VERTICAL AERATION FIFES ACROSS BOTTOM OF PLANTING HOLE, ONE FAIR EACl-l NEAR OPPOSITE SIDES OF PLANTING! HOLE @ VENTILATED FIFE I" ABOVE MULCH @ RUBBER DRAIN CAP MISSION RUBBER CO. NO. 0104-e>IE>, 4" @) 4" DIA. PERFORATED FVC FIFE -WRAF WITI-I FILTER FABRIC OR FILL WITI-I .3/4" GRAVEL pltplm01.dwg °' ~ '1J 0 ':':; "' "' N "' 0 C-3654 ,,;; ,--------------.-----.--..----.--------------------------------15 PREPARED BY: DESIGNED PLANTING DETAILS ~ NUVJ.S LANDSCAPE ARCHITECTURE AND PLANNING FX: 714.754.7346 PH: 714.754.1311 03-225.01 JR AND NOTES " CHEC~: 21st STREET /BALBOA BOULEVARD ~ DRAWN McFADDEN PARKING LOT ,';;-a 1-0-Ar=E_J_R _ _:-o-A-TE-1-s-Y-1----o-E-sc_R_1P-r1-0N------1---.i--c-1r-Y_o_F_N_E_W_P_o_R_T_B_E_A_c_H_,--R ___ 5_s_5_7 ___ s-1~ 01-27-04 REVISIONS PUBLIC WORKS DEPARTMENT SHEET1 2 OF ..12_ ;?., '-----------------------------'----------------------------.,__ ________________ ....,..._ _______________ .,___,____., ___________ _,_ _ _._ __________ ....,..._ ____ __,-,