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Home My WebLink AboutP_5246_SLANDSCAPE ARCHI ECTU ashore Pu lie Parl<in L t # 5 """ L Lan INGS for sea ha GENERAL NOTES: I. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDl770NS PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE OWNER·s REPRESENTATIVE OF ANY DISCREPANCIES. 2. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION AND SHALL BE HELD LIABLE FOR ALL DAMAGE INCURRED DURING CONSTRUCTION. 3. CONTRACTOR SHALL OBTAIN A CURRENT STRUCTURAL SOILS REPORT. THIS SOILS REPORT SHALL SUPERSEDE THE RECOMMENDATIONS AND DETAILS SHOWN ON THESE PLANS AND SPECIFICATIONS. 4. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL SLEEVES A.S IND,CATED ON THE IRRIGATION PLANS WITH PAVING CONTRACTOR. 5. REFER TO SPECIFICATIONS FOR ACCEPTED STANDARDS OF MATERIA.LS AND WORKMANSHIP. 6. A!.L FORMS AND ALIGNMENT OF HARDSCAPE ITEMS SHALL BE INSPECTED AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO POURING. (CONTRACTOR SHALL NOTIFY LM"DSCAPE ARCHITECT A MINIMUM OF 48 HOURS PRIOR TO THE INSPECTION.) 7. CONTRACTOR SHALL NOT Will.FULLY PROCEED WITH CONSTRUCTION AND/OR GRADE DIFFERENCES WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE SEEN KNOWN DURING DESIGN. SUCH CONDITONS SHAL.L BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER'S 11.UTHORIZED REPRESEciTAT!VE. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATIONS. 8. THE LOCATION OF FEATURES TO BE CONSTRUCTED, NOT SPECIFICALLY DIMENSIO~IED. MAY BE DETERMINED BY SCALE. VERIFY ALL SUCH CONDITIONS WITH OWNERS NOTIF!CATON. 9. ALL CURVE-TO-CURVE AND CURVE-TO.TANGENT UNES SHALL BE NEAT, TRIM. SMOOTH, AND UNIFORM. I 0. ALL CONSTRUCTION AND INSTALLATION OF LANDSCAPE ITEMS SHALL BE PER LOCAL CODES AND ORDINANCES. I I. CONTRACTOR SHALL FULLY GUARANTEE ALL WORK FOR A ONE·YEAR PERIOD FROM OWNER'S ACCEPTANCE OF WORK. 12. CONTRACTOR SHALL BE RESPONSIBLE FOR WEED ABATEMENT AS RECOMMENDED BY A LICENSED PEST CONTROL OPERATOR.DURING THE CONTRACTOR'S MA.INTENANCE PERIOD. 13. CONTRACTOR SHALL OBTAIN A CURRENT AGRO"'OMIC SOILS REPORT. THIS SOILS REPORT SHALL SUPERSEDE THE RECOMMENDATIONS AND DETAILS SHOWN ON THESE PLANS. 14. THE LANDSCAPE CONTRACTOR IS TO ENSURE THAT IRRIGATION AND DRAIN LINES ARE LOCATED AND INSTALLED SO THAT THE MATERIALS SHOWN ON THE PLANTING PLANS CAN BE ACCOMMODATED. 15. IF ANY CONCRETE WORK SHOWN ON THESE PLANS ABUTS WOOD SIDING O~J BUILDINGS. INSTALL GALVANIZED METAL FLASHING TO PROTECT WOOD SIDING. 16. THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS />.ND SHALL BE RESPONSIBLE FOR THE PROPER INSTALLATION REFERENCED IN THE PLANS AND SPECIFICAT!ONS. ANY CONSTRUCTION NOT MEETING THE APPROVAL OF THE OWNER. OR THE LANDSCAPE ARCHITECT SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE WITH ACCEPTABLE CONSTRUCTION. ABBREVIATIONS: ARCH. ARCHITECT (ARCHITECTURAL) B.S. BOTTOM OF STEPS C.8. CATCH BASIN C.F. CURB FACE C.J. COLD JOINT ~MU CENTERLINE CONCRETE MASONRY UNIT c.o. CLEAN OUT COMP. COMPACTED CONC. CONCRETE CONT. CONTINUOUS DIA. DIAMETER EA. EACH EJ EXPANSION JOINT F.F.E. FINISH FLOOR ELEVATION F.G. FINISH GRADE FOS FACE OF STRUCTURE ,I:. FLOW LINE F.S. FINISH SURFACE FTG. FOOTING G.C. GROUND COYER HOR.IL HORIZONTAL HP HIGHPOINT NOTE: THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTI OF MJS DESIGN GROUP (A CALIFORNIA CORPORATION) AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY WRITTEN AUTHOR!ZATION FROM MJS DESIGN GROUP WRITTEN DIMENSIONS TAKE PREFERENCE OVER SCALED DIMENSIONS AND SHALL 3[ VERIFIED ON THE JOB SITE AND ANY DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OE MJS DESIGN GROUP PRIOR TO COMMENCEMENT OF ANY WORK. ;o INSIDE DIAMETER INV. INVERT (ELEVATION) L.A. LANDSCAPE ARCHITECT LP LOW POINT MAX. MAX!MUM MIN. MINIMUM N.I.C. NOT I"' CONTRACT N.T.S. NOTTO SCALE O.C. ON CENTER P.A. PLANTING AREA PERF. PERFORATED POC POINT OF CONNECTION R RADIUS REBAR REINFORCING BAR SIM. SIMILAR S.L. SCORE LINE SQ. SQUARE T.C. TOP OF CURB T.G. TOP OF GRATE T.S. TOP OF STEPS TYP. TYPICAL VERT. VERTICAL WI WITH W/0 WITHOUT W.W.M. WELDED .,/VIRE MESH UNDERGROUND SERVICE ALERT CALL TOLL FREE 1 ·800·227 ·2600 TV1/0 WC+?.KING DAYS 8EF0Rc: YOU DIG NOTES Seashore Drive -ity of Newpo_.. Beach, CA RIVER AVENUE ==.= .... =.,)tj.lii""··T". ""·=.= .. =>= ... = .... =.= ... =. = .. =,=.-.=.= ... = .. ,.=,.= ....... =,= ... =. = .. = ... =. =·"",--=--·=--·=--·=--·=--·~=~=,..,,,~==-=·~==--=--··=· -·------·=--·-·-=-======,,...~,.,..---==""1t::L= 'iKJ·•··.'.i,.::~ .•. • •. ••••• • ••• ;~.: , ~)1:, r; • .~,./ ·~~ . • ... ···.• .. D ·,, ..... /;.. : WEST ~ ~.,. ~ . N E WP ORT I'/ "-."' ·~l .... ). tr;, .... ~: ........ ~ b f/ _I'.'/~.·-.~:.':;,, ..... ¥.J ., '"{;',f.,_.,o,, ........... , ........ 1 f ·•.~ "•~~1"11· ~;,,,.. I'; " ~·····--At.l,,,-,.~=---fcc-~~r--! .. ·•.········==· =--~ ·, f',,~::-,; ...... SEASHORE DRIVE TITLE SHEET LANDSCAPE DEMOLITlON PLAN LANDSCAPE CONSTRUCTION PLAN CONSTRUCTION DETAILS CONSTRUCTION SPECIFICATIONS IRRIGATION PLAN IRRIGATION DETAILS IRRIGATION SPECIFICATIONS and NOTES PLANTING PLAN PLANTING DETAILS PLANTING SPECIFICATIONS PRECISE GRADING PLAN-CIVIL ENGINEER SHEET IND,EX ECHO 56 [N.A.P.] PROJECT LOCATION ; < ----,-----~~- u::, LC") KEY MAP SCALE: 1"=40' LT.I LO. I LC. I LC.2 LC.3 and LC.4 LI. I Ll.2 Ll.3 and Ll.4 LP. I LP.2 LP.3 C. I WEST NEWPORT PARK ~PROJECT PACJFiCCQASTHW'( LOCATION VICINITY MAP NOTTOSCALE ilitation TREE REMOVAL NOTE: INSPECT THE CONSTRUCTION AREAS FOR ACTIVE NESTS. IF ADULT BIRDS ARE OBSERVED Fl YING TO AND FROM A NEST, OR SITTING ON A NEST, IT CAN BE ASSUMED THAT THE NEST IS ACTIVE. CONSTRUCTION ACTIVITY WITHIN 300 FEET OF ANY ACTIVE NEST SHOULD BE DELAYED UNTIL THE NEST IS NO LONGER ACTIVE. KEEP WATCH ON THE ACTIVE NEST, AND WHEN CHICKS HAVE LEFT THE NEST AND ACTIVITY IS l\lO LONGER OBSERVED AROUND THE NEST, IT IS SAFE TO CONTINUE CONSTRUCTION ACTIVITY IN THE NEST AREA, INCLUDING REMOVAL OF THE NEST. TREE REMOVAL NOTE TAYLOR MORRISON HOUSING CORPORATION 8105 IRVINE CENTER DRIVE IRVINE, CA 92618 PH: 949.341.1210 CONTACT: ¥¥Gf'JNE P.HKISCHOP CLIENT ,{i·· ",!'~ THESE,kANDSCAPE PLANS ARE COMPLIANT WITH CITY OF N·EWPORT BEACH SECTION 2.1 WATER EFFICIENT .ORDINANCE STANDARDS MARK ALAN SCHA TTINGER CA LANDSCAPE ARCHITECT #3235 LANDSCAPE DOCUMENTATION CITY OF NEWPORT BEACH: CITY OF NEWPORT BEACH PLANNING DEPARTMENT I 00 CIVIC CENTER DRiYE . NEWPORT BEACH, CA92663 PH: 949.644.3200 FAX: 949.644.3229 CONTACT: MR. JAIME MURILLO CITY OF NEWPORT BEACH GENERAL SERVICES PARK MAINTENANCE SUPERVISOR PH: 949.644.3053 pramirez@)newportbeachca.gov CONTACT: PAUL RJ..MIREZ GOVERN:ING AGENCIES Issued Fo:·: -1 10.19.15 I st Crtv Submittal I 01.21.16 2nd Citv Submittal 02.22.16 3rd City Submittal 03.09.16 4th Citv Submittal Revisions: LANDSCAPE ARCHITECTURE 0 507 30th St. Newpoii Beach, CA 92663 @ 949.675.9964 G) mis-la.com PROJECT: SEASHORE PUBLIC PARKING LOT #5 ::_;515 RIVER AVENUE LOT 104, TRACT 3813 LU c::: NEWPORT BEACH, CA 92663 :::, CLIENT: TAYLOR MORRISON 8105 IRVINE CENTER DR. IRVINE, CA 92618 (949) 833-0222 Stamp: Q3.Q9. I 6 Da,, Op CAL\ Job No.: Drawn By: AK Checked By: MS Plan Date: March 9, 2016 Scale: I /811 = I 11 Title: Sheet No.: TITLE SHEET 1-u LU 1--I ~ <( LLl Cl.. <( u V, 0 z ::i l.f'! "1:1: l-o ..J ~ z ~ 0:::: ~ u ..J o:i ::) CL UJ c:::: 0 I VJ i1i VJ z 0 V, c:::: c:::: 0 2'.: 0:::: Plan Sta1us: 0 PERMIT/CONSTRUCTION ....1 .___ __ D_O_C_U::..:.M..:...:.=E N....:...T:....::S _ __.1 ~ 9Nl)ll.:llid Ohl ECHO 56 (NOT A PART) [C[ PROTECT-IN-PLACE ITEMS: EJ NOT USED III PROTECT EXISTING SIDE'NALK m PROTECT EXISTING 4SPhALT III PROTECT EXISTING TENNIS COURT CURB AND FENCE III NOT USED ill PROTECT EXISTING SIGNAGE IN PLACE II] PROTECT EXISTING UTILITIES TREE DEMOLITION KEY: ! ---! # ~, /' ' I \ EXISTING TREES TO BE PROTECTED-IN-PLACE I I I " I \ I I TOTAL: 3 ' , ' ,/ ,., ____ ....... ·---··---·-·-- ~ I\ ,1 I VI T--..l\l , ...... ~ )---.,,, EXISTING PALMS TO BE PROTECTED-IN-PLACE ' , ,,.,~ 0 .,,.~ , ", .Ji(,,.---~ ,,,, ,.,, TOTAL: 3 I A ,~~ _.. t I\ ..,. i f \ I , '1 EXISTING TREES TO BE REMOVED X TOTAL: 7 DEMOLITION KEY: / ///' /" /'/,///// DEMOLISH COMPLETE ALL EXISTING SHRUBS, GROUND COVER, EXISTING /,/// ,// IRRIGATION PIPE AND HEADS, CONCRETE PAVING. PROTECT TREES AS /' ,/// //1/" / NOTED THIS PLAN. FINISH GRADE TO BE 2" BELOW CURB. / . / / / DEMOLITION SALVAGE NOTES: SALV/>,GE ALL PARKING METERS PER THE DIRECTION OF CITY PERSONNEL EXISTING.IRRIGATION VALVES TO BE REMOVED AND SALVAGED PER THE DIRECTION OF CITY PERSONNEL TREE REMOVAL NOTE: 1----------------------------- INSPECT THE CONSTRUCTION AREAS FOR ACTIVE NESTS. IF ADULT BIRDS ARE OBSERVED Fl YING TO AND FROM A NEST, OR SITTING ON A NEST, IT CAN BE ASSUMED THAT THE NEST IS ACTIVE. CONSTRUCTION ACTIVITY WITHIN 300 FEET OF ANY ACTIVE NEST SHOULD BE DELAYED UNTIL THE NEST IS NO LONGER ACTIVE. KEEP WATCH ON THE ACTIVE NEST, AND WHEN CHICKS HAVE LEFT THE NEST AND ACTIVITY IS NO LONGER OBSERVED AROUND THE NEST, IT IS S.AFE TO CONTINUE CONSTRUCTION ACTIVITY IN THE NEST AREA, INCLUDING REMOVAL OF THE NEST. ) UNDERGROUND SERVICE ALERT NORTH CALL: TOLL FREE 1-800-227 -2600 TWO WORKING DAYS BEFORE YOU DIG 0 4' 8' SCALE: I /8" = I' 16' Issued F-or: I 0.19. I 5 i st City Submittal 01.21. 16 2nd City Submittal 02.22.16 3rd Citv Submittal 03.09.16 4th City Submittal Revisions: LANDSCAPE AF-<CHITECTURE 6 507 30th St. Newport Beoch, CA 92663 W 949.675.9964 G) mjs-la.com PROJECT: SEASHORE PUBLIC PARKING LOT #5 5515 RIVER AVENUE LOT 104, TRACT 3813 w ix: NEWPORT BEACH, CA 92663 :::> CLILNT: TAYLOR MORRISON 8105 IRVINE CENTER DR. IRVINE, CA 92618 (949) 833-0222 Sta~p: 03-09-16 job No.: 0rawn By: AK Checked By: MS Plan Date: March 9, 20 16 Title: LANDSCAPE DEMOLITION PLAN Sheet No.: 1-u w I- I ~ <( LU 0... <( u V'l Cl z ~ l.f') ~ l-o ......1 l'.J z :::,c ix: ~ u ...J ca :::) 0... w ix: 0 I ~ w V'l z 0 V'l ii.: 0:: 0 i: 0:::: Plan Status: 0 PERMIT/CONSTRUCTION ~ DOCUMENTS j:: ~)Nl>lil\fd 0 /'"'" //""'" !'/ PAVING MATERIAL and COLOR KEY SYMBOL ITEM MANUFACTURER COLOR FINISH BROADCAST CORAL FE[DSPAR AGGREGATE AND FLOAT INTO THE CONCRETE ~Uf\FACE. FINISH THE CONCRETE ~ KAILUA WITH A STEEL TROWEL_, 00 NOT APPLY A LIQUID PEDESTRIAN CURING COMPOUND. Af'i'LY MURIATIC ACID COLORED DAVIS COLORS SUBMIT SAMPLE APPROXIMATELY 24 HOURS AFTER THE CONCRETE CONCRETE 800.356.4848 TOLA FOR PLACEMENT, OR, AT THE PROPER TIME TO ACH!EVE THE PAVING APPROVAL REQUIRED FINISH. APPLY TOPCASTWASH RETARDER (05 SANDBLAST FINISH) AVAIL THRU GRACE CONST OR EQUAL 877423-6491 NOTE: PAYERS TO BE INSTALLED PER GEOTECHNICAL ENGINEER RECOMMENDATIONS. REFER TO CONSTRUCT!ON DETAILS. LL t'=·7--'.) 4 ' ' 'F°'e,;yl~""~~-::s ,y~:J~"'?=,':::;::;._ , r" :\,L>-: ;••·,;-7,._-,1=~1:;;J~:::.;:~::,~:_,.l .,.-□ i!_ ECHO 5,6 (NOT A PART) COMMENTS W!TH SAW CUTS AND EJ.'S PER PLAN CAULKED EXPANSION JOINTS TO MATCH CONCRETE COLOR. CONSTRUCTION CALL OUTS: ·<Gl @ --~ FLATWORK PEDESTRIAN CONCRETE PAVING. SAWCUTS as SHOWN -SEE PAVING KEY THIS SHEET A, LC.2 .,,,,,,,, --- SITE FURNISHINGS BENCH ------- TRASH RECEPTACLE '·-·-·· ... ,,,, -----.- 8, LC.2 ---·--- C LC.2 GENERAL SITE IMPROVEMENTS ---; DJ EXISTING UTILITIES. PROTECT IN PLACE. III STRIPING PER CIVIL PLANS [I] SOLA;\ POWERED PARKiNG PAY STATION. CONTRACTOR TO COORDINATE WITH CARYL BRYANT CITY Of NEWPOf\T BEACH FINANCE DEPARTMENT. 949.644.3149 REGARDING PAY STATION COST, SCHEDULE REQUIREMENTS, ETC NOTS: PAY STATIONS SHALL BE PAID PRIOR TO PERMIT ISSUANCE [D EXISTING SIGNAGE. PROTECT IN PLACE. II] EXISTING CITY SIDEWALK. PROTECT IN PLACE. m INSTALL NEW SIGN POST WITH PAYSTATION SiGNAGE. CONTACT REVENUE FOR PAY STATION SIGNAGE. POST PER MUNIC:PAL OPERATIONS DEPARTMENT DIRECTION. SEE D~TAJL D, LC.2. 0 A.DA SiGNAGE PER CIVIL PLANS CONSTRUCTION LEGEND: ALN ALIGN n ALIGN CLR CLEAR 4-CENTERLINE EQ. EQUAL F.O.C. FACE OF CURB MIN, MINIMUM MAX. MAXIMUM P.A PLANTING AREA TYP. TYPICAL 0 CONSTRUCTION CALLOUT SYMBOL LEGEND SYMBOL DESCRIPTION ACCESSIBLE PATH OF TRAVEL ➔ ➔ ➔ FROM ACCESSIBLE PARKING STALL TO PAY STATION 0 4' 8' NORTH SCALE: I /8" = I' Issued !'or: I 0.19.15 I st City Submittal 01.21.16 2nd City Submittal 02.22.16 3rdCitvSubmittal 03.09. 16 4th City Submittal Revisions: LANDSCAPE ARCHITECTURE (:) 501 30th St. Newport Beach, CA 92663 @ 949.675.9964 G, mis-la.com PROJECT: SEASHORE PUBLIC PARKING LOT #5 5515 RIVER AVENUE LOT 104, TRACT 3873 ~ NEWPORT BEACH, CA 92663 :::J 1- CLIENT: TAYLOR MORRISON 8105 IRVINE CENTER DR. IRVINE, CA 92618 (949) 833-0222 Starnp· 03-09-16 Job No., Drow'l By: AK Checked By, MS Plan [lote, March 9, 2016 Title: LANDSCAPE CONSTRUCTION PLAN Sheet No.: u w I- I u a:: <( w a.. <( u VI 0 z ::s LO ~ l-o ....l l? z ~ a:: <( a_ u ....J O'.l ::J a.. w a:: 0 I Vl <( w Vl z 0 VI a:: a:: 0 :E a:: Plan Status: 0 PERMIT /CONSTRUCTION ~ DOCUMENTS j:: PlCTOFOR PAY STATION SIGNAGE Ternporary Beach Lot Sign age ' ,.-' •:r-·•• '~, s:;• (· <"",<C,C'.' C,M •.:, ) ,._,, ;;; ,_.,_,,. __ ' • • ··~' 11® LEGEND: 7 14 4 .,. / I (D #3 EPOXY COATED REBAR EACH "WAY IN THE MIDDEL @ BAND FORMED BY and BETWEEN TWO SAWCUT or TROWELED SCORE JOINTS IF/AS APPLICABLE and SPECIFIED on PLAN "' TROWLED SCORE JOINT 4 15 Q)1 SAWCUT CONTRACTION JOINT 7 ITL--1 I ""II~ -niillnl 11 1 EQ. . SEALED !SOLA TION JOINT <I .. -• . <1 " . ~,ILc~ill IILJILllI-:-. . ,,. • ~1lli1irillrrWhl'.k1r <1 . . • • • IMfilill~~ I -E-=1 El 11=, , <I -:I I t/'1!llf'l1·'1Jl';,l] F ', 11=11r,-rrr1-1 ,1 nr • n1=,n.Ef3Jlm;__ji'il' SEALED ISOLATION JOINT @ PEDESTRIAN CONCRETE PAVING ' INSTAU.ATION IS REQUIRED BY OTHERS. , • ALL EDGES TO BE EASED. ' MANUFACTUIUNG TOl.fAANCE ±1/4'. • PRODUCT, CAI lfORNL<\ WAST£ CONT. (QR CAI 2832W A24\ ' QlJAN"ITlY: I_ ' CONCRETE COLOR: PI -HARVEST ' CONCRETE remJRE:T2 • LIGHT SANDBLAST ' SEAl.l!R: MATTE SEALER • LID COLOR: GRAY * LID MATERtAL: S !l[l. -t S?_~_ 2"DIA. DRAiN HOLE * sr:-_ CQlOR & TEXIURE OPTIONS LIP M'ATA.BJ.A.J.... PcV.SE Sfl<lifY Y0UR c,.i,,"-f ~ ""=Wi an,,,,, >OC>'CEc ALUM<NUM l..!c'';> Al'<le -"""lcAl:II..L IN Oo..C,..R ,_NOOl;:i:;c-J>.LUM(><UM C01..0"' ONC.'>' 0 ALUMiN>.JM ~ STE.EL Sv-\NQARQ 0 \3"LAC!< ~Gf':AY c:;:::J BROWN 0 SLWE c;;:, R£0 0 BURGVNDY 0 GREEN 0 JVORV / CAfllf &: /-·OOLl \.ll_~-~·-'--'I le....' _·".0..\ ~~ -~'---26 OOt.00 PlASlJC SECTION VIEW """' 1"-"'"l J-.,--i A-.. R. C::, VV ,.c,._ F'<: E L-l S T 7.4-•l)!A. LID Kl-4 S£CUR!iY CARL£ &. 001.T (O~l'l27B} !SU TO? ;,: 'JJ t/2'1!1. 26 QJl. f'iASTfC UHCR A!'ROX. wr. 623 L'Js. (CUS!Ol!LR 10 O!fLOAI) , o,rn 60W lbs) ~ oc!~ping lhis dftllling WO),~. Of 'no (:'.(r.ep!ion token· oul~critolion i~ 9(,'t-ll tii-Q\Jicl!: Crete to produce ltis t1°a11Xg 1111 slloirn ll'ill1i11 a 1/4' tder,;rn~. E = EXPOSED FIN1$HEO $URFACE: UD ·;,v; '/if SEWRf:Y CABLE ~-..... lAYFfR f'R.OOF OOH PLAN VIEW ,_ ___ __;r i ' ELEVATION V_lfW 32" I/ QC p . ..:.~,:.::-+-----co_N_srn_u_cr_1_o_N_PLAN_. ------+.""'~81;-181.,_,1"'4*~?XZ4 l Q,lck C<ete l'rod<>Ots Con>. """"°'' CALIFORNIA WASrE CONT. IQR-CAL2832W,A24) ~ = 1' _,..,, " (951) 737-6240 ~ re.NO. QCJT!t,HiO; 1 WW'fll.QUICJ:~)lfrf,(:(Hli ~ @ CONCRETE TRASH RECEPTACLE I j THIRD OF SECTION at 18" SPACING @ CONCRETE CURB per CIVIL ENGINEER (D 1/8" RADIUS EDGE (BOTH SIDES) 0 CONCRETE PAVING -SEE FINISH SCHEDULE for COLOR and fl NISH -MINIMUN CONCRETE MODULUS OF RUPTURE = 530 PSI ® POLYURETHANE lWO-PART JOINT SEALANT or APPROVED EQUAL. SET JUST BELOW FINISH SURFACE. DEPTH per MANUFACTURER'S SPECIFICATIONS. COLOR and TEXTURE to MATCH ADJACENT CONCRETE PAVING. © 1/2" WIDE "COLD" JOINT -ALL SECTIONS of PAVING on EITHER SIDE of THE JOINT SHALL be "STITCHED" TOGETHER by USE of 18" LONG #4 DOWELS at 18" o.c. (z) COMPACTED SUBGRADE per GEOTECHNICAL SOILS REPORT ® 18" LONG #4 EPOXY COATED DOWELS ( or APPROVED EQUA.L) at I 8" o.c. © VERTICAL SURFACE @ 1/2." WIDE ASPHALT IMPREGNATED FIBER EXPANSION BOARD ( or APPROVED EQUAL) to FULL DEPTH @ PROVIDE BACKER ROD CONTINUOUS ALONG BUILDING WALL FOUNDATIONS and SLABS -SEE ALSO ITEM # 17 THIS DETAIL. @ 3/I6":t WIDEx 1/2" DEEP TROWELED SCORE JOINT. 1/8' RADIUS on BOTH EDGES. WHERE IOINT IS to ACT as a , CONTRACTION JOINT· SEE ITEM# 16, THIS DETAIL, FOR ADDITIONAL CONTRACTION JOINT REQUIREMENTS. (8) 1/8" to 3/16" WIDE x 1/2' DEEP SAWCUTSCOREJOINT. LOCATE WHERE INDICATED 011 PLAN @) 1/8" to 3/ 16" WIDE SAWCUT CONTRACTION JOINT. JOINT DEPTH SHALL BE 1/3 DEPTH of CONCRETE PAVING. LOCATE CONTRACTION JOINT SO AS to FORM, AS NEAR AS POSSIBLE, 8' to 12' SQUARE PAVING SECTlONS. SA\IVCUT JOINTS AS SOON AS POSSIBLE, NO LATER than 8 to 24 HOURS after PAVING INSTALLATION and WHILE THE CONCRETE is STILL PLASTIC. @ 3/16" WIDE TROWELED CONTRACTION JOINT. JOINT DEPTH SHALL BE 1/3 DEPTH o! CONCRETE PAVING. LOCATE CONTRACTION JOINTS SO AS to FORM, AS NEAR AS POSSIBLE, 8' to 12' SQUARE PAVING SECTION @ 1/2" WIDE SEALED !SOLA TION JOINTS SHALL BE INSTALLED in LOCATIONS WHERE PAVING ABUTS WALLS, COLUMNS, CURBS and OTHER POINTS of RESTRAINT INCLUDING DRAINS, MANHOLES, UTILITY BOXES/COVERS, STEPS etc. JOINTS SHALL INCLUDE EXPANSION BOARD, BACKERROD, and SEALANT to MATCH CONCRETE COLOR. Scale: I I /211 = I 1-011 PAV COM • INSTALLATION IS REQUIRED BY O"IHERS. • Al!. EDGES TO BE EASED. • MANUFACTURING TOLERANCE± 1/4'. "' PRODUCT: w,r,._vr: 8F"CH (Q/---WAVF---72B) APR0X. WT. 1 2 '. 2 Leo:. (CllSfO!JER TQ o;TLO~J ff OYER 6JOO Lbs.) *NOE: .\MCHORlNG METf-:00 RS.QJ!RE.D AS SHOWN IN iNS1AL.lATICN Vl~W. Authmfu;ifSignarure !)Qte " )1 51()~ing d:<c>( 1r_ cb'r-pir,g %s _tl1,v~,r10 "cg,r~,~~:f· x ·r.~ ;;·,,:er,;i~r11H:~· ,)./r,ori,,l"'.,~n ,s g,vrn b Qui:, Cr~te :c• p1o<luce ;t,i> crnl<>ng ~s H)>1P iitl!i~ u 1/4'' tder,:n~e • QUANTllY: _I_ • CONCRETE COLOR: EL._ HARVEST E = EXPOSED FINISHED SUR.F'ACE • CONCRETETEXTURE,T2 -LIGHT SANDBLAST • SWER: MATTE SEP.LER 1• STQ.CQUJR_& ILX:.Uf\l._'.JPli:Jl~S I ------~----!'/"------------) -~ I '•'!-·~ 1·· J/4" .,.,>'. '\" ______________ .. ,,__..,-••~o~-==:=' =cccc---;- ' ¥lDESr -4 po:,ir Viv/ Sf!;f,K; GROOVES .DETAIL "A" (N. f.S.) F00fil1G .J 31 OTHEES ' , ~-n::A. ., s "JEE>' C?.i;lJf p,x,;.-:u~ SIDE VIEW INSTALLATION Vl'N/ SEE otTAil "t," -, 'IARl(tij !HIG'.115 ,,. . ... ! = lLJ, •• / J,--"-1 -'L..Jl'---'-', ..JL..ll '---'-I ...L...I i.......t-1 LlJ.•· .. _·· : .. Jel""""="==;==-==--'-' ' 5 •1• ·--1 3 ,;;'° •• PLAN VIE\<\! Dll,,, .,, .J t I JJ::t ! -1;r i ELEVATION VIEW " • -f:---1/1." _BOTTOM VIEW/ANCHOR BOLT l'AlT~RN @ CONCRETE BENCH lssLed For: I 0.19.15 I st Citv Submittal 01.21.16 2nd Citv Submittal 02.22.16 3rd Citv Submittal 03.09.16 4th Citv Submittal Revisions: LANDSCAPE ARCHITECTURE 0 507 30th St. Newport Beach, CA 92663 @ 949.675.9964 C, rnjs-la.com PROJECT, SEASHORE PUBLIC PARKING LOT #5 5515 RIVER AVENUE LOT l 04, TRACT 3813 ~ NEWPORT BEACH, CA 92663 :J CLIENT: TAYLOR MORRISON 8105 IRVINE CENTER DR. IRVINE, CA 92618 (949) 833-0222 Stomp: ,,. 03-09-16 / IJCL,' rJI~. "---'. Job No.: Drawn By, AK Checked 8y, MS Plan Date, March 9, 20 I 6 Scole: !/ff1==l 11 Title, LANDSCAPE CONSTRUCTION DETAILS Sheet No., LC. 1-u LU I- I ~ <( LU Cl.. <( u Vl 0 z ~ 1./"j ~ l- o ...J l? z v a::: <( Cl.. u ...J co :J Cl.. LU a::: 0 I ~ UJ Vl z 0 V') a:: a::: 0 i:: a:: Pion Status: Q PERMIT/CONSTRUCTION ...J DOCUMENTS ~ I- ~------------------------~---·"----------------------------~------------------------------------------------------------------------, A. 1. 2, 3. L, 6. 7, 8. 9, 10. 11. 12. 13. 14. 16. 17, 8. 1. 2. GENERAL NOTES BIDDING: IT SHALL BE THE OWNER'S RESPONSIBILITY IN INVITING AND OBTAINING BIDS, SETTING ITS PROVISIONS A.ND INSTRUCTIONS TO BIDDERS, SECURING THEIi< BONDS AND WORKERS COMPENSATION INSURANCE CERTIFIC/l.TES, ETC. TO FULLY ENSURE THE QUALITY ANU TIMELY CO\,iPLETICN CF THE PROJECT. SCOPE OF WORK: CONTRACTOR SH.~LL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT /\ND SERVICES NECESSARY TO FURNISH AND INSTALL .~LL ELEMENTS 1G S! IOWN ON THF DRAWING AND SPECIFIED HEREIN. PLAN VERIFlcATION: TIIE DRAWING A~ID SPECIFICATIONS REPRESENT THE FINISH CONSTFUCTION PRODUCT. !HES[ oocu~1ENTS MAY CONT,\IN ERRORS, OMISSIONS, CONTRADICTIONS, ETC. THE CONrRACTOR SHALL REVIEW ALL DOCUMENTS THOROUGHLY Al,D SHALL NOTIFY THE LANDSCAPE ARCHITECT AND DWNER IMMEDIATELY UPON ANY SUCH DISCREPANCY. GOVERNING CODES SHALL THEN APPLY, LICENSE: fHE CONTRACTOR SHALc BE A CAUFORN!A LICENSED CONTRACTOR. UNIFORM BUILDING CODE: ALL CONSTRUCTION WITHIN THESE DRAWINGS SHALL C0f1FORM lO THE CURRF:NT EDITION OF THE UNIFORM BUILDING CODE ANO ALL APPLICABLE GOVERNING CODlS AND ORDINANCFS. FIELD VERIFICATION: CONTRACTOR SHALL VEl"FY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. OWNER AND LANDSCAPE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. DIMENSIONS: ALL SCALE DiMENSIONS /,RE APPRCX,MATE, WRITTEN DIMENSIONS ON DETA!LS AND PLM,JS TAKE PRECEDENCE OVER SC/,LED Dl~IENS!ONS. METHODS OF CONSTRUCTION: fHE CONTRACTOR IS SOLELY RESPONS!BLE FOR ALL CONSTRUCT!ON METHODS, MEANS, SEQUENCES, PROCEDURES AND TECHNIQUES. TlcE LANDSCAPE ARCHrTECTURAL FIRfA IS NOT LIABLE FOR CONSTRUCTION METHODS, UTILITIES: THE CONTRACTOR SHALL BE RESPONS!BLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND UTILITIES, ELECTRICAL CABLES, CONDUITS, AND IRRIGAT:ON UNES PRIOr, TO ANY CONSTRUCTION, SO THAT PROPER PRECAUTIONS MAY BE TAKEN NOT TC DAMAGE SUCH IMPROVEMENTS_ PERMITS AND INSPECTIONS: THE CONTRACTOR SHALL OBTAIN, COORDINATE AND PAY FOR ALL PERfAITS, FEES AND AGENCY INSP[CTIO~lS AS REQUIRED. SHOP DRAWINGS: SHOP DRAWINGS SHfa.LL Bl SU8MITTED ElY THE CONTRACTOR FOR THE CLAH:FICATION OF Ale DESIGN CONCEPT DETAILS, IF REQUIRED BY OV/NFR OR GOVERNING AUTHORITY. LIABLE FOR DAMAGE: THE CONTRf,C:TOR SHALL BE RESPONSIBLE FOR ANY DA.MAGE CAUSED BY ITS OPERP.TIONS TO UTILITIES, PLANTING, COfjSTRUCTiON, DERSONS, PROPERTY, DC. AND SHA.LL PROVIDE PROTECT!VE \1Ei'NS TO GUARD AGAINST DAMA.GE. LIABLE FOR ENCROACHMENT: THE COl,TRACTOR SHALL BE RESPONSIBLE FOR ANY ENCROACHMENT ONTO AD.JACENT PROPERTY, RIGHT-OF-WAYS, [ASEMENTS, SETBACKS OR ANY OTHER LEGAL PROPERTY RESTRICTIONS EITHER MARKED DR uNMAl<KED. SITE MAINTENANCE: CONTRACTOR SHALL KEEP THE PROJECT SITE CLEAN AND FREE FROM RUBBISH AND DEBR!S. ALL DEBRIS SHALL BE REMOVED FROM SITE ?ER LOCAL CODE AND ORDINANCES. SAFE1Y: THE CONTRACTOR IS SOLEc Y RESPONSIBLE fOR INiTIATINO, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRA\iS DURING CONSTRUC'ION. MATERIALS: ALL MATFRIALS AND EQLIPMENT SPECIFIED IN THESE DRAWINGS SHALL BE NEW AND IN PERfECT CONDiTION WHERE INSTALLED, CONTRACTOR SHALL ALLOW AT LEAST 6-8 WEEKS FROM TIME OF PLACEMENT er ORDER UNT!L DELIVERY ON ANY SPECIFIED ITEM UNLESS OTHERWISE NOTED ON PLANS, SUBSTITUTIONS: DESIGN, MATERIAL EQUIPMEN I AND PRODUCTS OTHER THAN THOSE DESCRIBED OR INDICATED ON DRAWINGS MAY BE CONSIDERED FOR USE. APPROVAL FOR SUBSTITUTIONS SHALL BE OBlAINED FROrJ THE 0\1/NER AND LANDSCAPE ARCHITECT ALL SUBSTITUT!ONS SHALL CONFORfi TO LOCAL CODES AND ORDINANCES, GUARANTEE: ALL WORK PERFDRl~ED BY CONTRACTOR SHALL BE GUARANTEED BY THE CONTRACTOR rDR A PERIOD OF ONE YEAR FROM THE TIM[ OF COMPLETION AS DIRECTED BY OWNER, OR UNLESS OTHER\V!SE SPECIF!ED HEREIN, FIELD OBSERVATIONS REQUIRED FIELD OBSERVATION WORK: THESE PLANS WERE PREPARED \VITH THE utmERSTANDING THAT THE OWNER OF SAID PU\NS WILL USE MJS DESIGN GflOU? TO PROVIDE 'FULL' CONTRl>.CT SERVICES INCLUDING F!ELD OBSERVATION SERVICES DURllsG CONSTRUCTION. FALURE TO USE PROFESSIONAL DESIGN ASSOCIATES TC PROVIDE AND COMPLETE THE FIELD OBSERVATION SERVICE.S SET f"ORTH HEREIN V/ILL SIGNIFICANTLY INCREASE THE MISINTERPRETATION OF i'HE !NENT OF THE DESIGN, UNAUTHORIZED MODIFICAIIONS ,HERFTO, AND FAILURE TO DETECT ERRORS AND OMISSIONS IN THE PLANS AND SPECIFICATIONS BEFORE THEY BECOME COSTLY ~11STAKES BUILT INTO THE PROJECT. THEREFORE, IN THE EVENT THAT PROFESSIONAL DESIGN ASSOCIATES IS OTHERWISE PRECLUDED FRO~i COMPLET!NG IHE rl[LD OBSERVATION SERVICES SET FORTH HEREIN, THE OWNER, OR SUBSEQUENT OWNER (INDIVIDUALS OR CORPOR/>.TICNS WHO HAVE PURCHASED THESE PLANS WITH THE PROJECT), AGREES TO HOLD HARMLESS, INDEMN!FY, AND DEFEND PROFESSIONAL DESIGN ASSOCIATES AND THEIR CONSULTANTS FROM AND AGAINST ANY AND ALL CLAlfAS. Fifi D OBSERVATION COORDINATION: THE FOLLOWING .. OBSERVATIONS SHALL 8E INITIATED BY THE CONTRACTOR AND COORDINATED THROUGH THE OWNER (J03 suPrnlNTENDENT). THE CONTRACTOR SHA.LL NOTIFY THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT NOT LESS THAN FORTY-EIGHT (48) HOURS IN ,\DVANCE OF ANY OBSEFNATION. CONTINUED WORK WITHOUT OBSERVAT:ON OF THESE PHASES OF WORK IS AT THE ·CONTRACTOR'S RISK, WITH ANY REQUIRED CHANGES OR MODIFICAT!ONS TO BE AT CONTRACTOR'S EXPENSE THE OWNER (JOB SUPER!NTENDENT) SHALL INFORM THE LANDSCAPE ARCHITECT AS TO THE PURPOSE AND T'ME OF THE OBSERVATION FORTY-· E!GHT (48) HOURS IN ADVANCE. 3. A. B, C. 0, G. H. I. J. K. L M. C. 2, 3. 4. 6. 6. 7 , . 8. 9. 1 0, 11. 12. U. 15, 16. D. 1 ' 2 3, 4, 5. JOB SITE MEETINGS AND REQUIRED INSPECTIONS: PRE -JOB MEET!NG ON S!TE -PRIOR TO COMMENCEMENT OF WORK DURING SOIL PREPAl,ATION FOR PLANTING AND ,RRIGATION. CONSTRUCTION STAKING AND LAYOUT OBSERVATION. ROUGH CONSTRUCTION PROGRESS OBSERVATION (FORMING, ETC.). AT COMPLETION OF SOil PREPARATION. PRESSURE TEST IRRIGATION, MAINS AND LATERALS. COVERAGE OF IRRIGATION SYSTEM. COMPLETION OF WEED CONTROL PLANT MATERIAL SPOTTING CHECK. GRADING CHECK PRIOR TO GROUNDCOVER. COMPLETION OF PLANT!NG, 30, 60 & 90-DAY MAINTENANCE INSPECTIONS, FINAL OBSERVATION/PROJECT CERTIFICATION. DRAINAGE NOTES SCOPE OF WORK: CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQU!PMENT AND SERVICES FOR THE INSTALLATION OF A SUBSURFACE DRAINAGE SYSTEM, LICENSE: THE DRAINAGE CONTRACTOR SHALL BE A C-27 LICENSED LANDSCAPE CONTRACTOR DR LICENSED PER APPROPRIATE LOCAL CODES. UNIFORM BUILDING CODE, ALL DRAINAGE CONSTRUCTION SHALL CONFORM TO THt CURRENT EDITION OF THE UNIFORM BUILDiNG CODE AND ALL APPLICABLE GOVERNING AGENCIES. APPROVALS / CERTIFICATIONS: I HE CONTRACTOR SHALL INITlt,TE AND COORDINATE THROUGH THE OWNER ALL REQUIRED AGENCY APPROVALS. CONTRACTOR SHALL COOPERATE Willi THE C'/INER AND OWNER'S ENGINEER FOR LINE AND GRADE INSPECTION. FlEI D VERIFICATION: CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND S!TE CONDITIONS BEFORE STARTING WORK, OWNER AND LANDSCAPE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES, UTILITIES: CONTRACTOR SHALL LOCATE ~ND TAKE ALL PRECAUTIONS NECESSARY TO PREVENT UNDERMINING AND DA~1AGE TO EXISTING UTILITIES. COORDINATION: CONTRACTOR SHALL COORDINATE V/ITH APPROPRIATE TRADES TO LOCATE PIPE (IRRIGATION, EXISTING DRAl;~AGE, ELECTRICAL, ETC.) INFRINGING WITH DRAIN AND DRAIN LINES LOCAIICNS BEFORE STARTING WORK, TRENCHING: PIPE TRENCH SHALL BE EXCAVATED STRAIGHT AND TRUE TO GRADE. IN GENERAL THE TRENCH WIDTH SHOULD NOT EXCEED THE DIAMETER OF THE PIPE PLUS TV/0 FEFT, TRENCH BOTTOM SHALL BE GRADED AND PREPARED TO PROVIDE A FIRM AND UNWORM BEARING SURFACE THRCU3HOUT ENTIRE LENGTH OF PIPE. SUBGRADE: ALL SUBGRADE STABILIZERS FOR SUBSURFACE DRAINAGE SYSTEM SHALL BE PER STRUCTURAL SOILS REPORT. SWALES: SWALE LINE SHALL HAVE A 2% M!NIMUi,/ PITCH CONTINUALLY TO THE DRAIN INLET TO THE GATCH BASIN OF/ DISCHARGE POINT. SWALES SHALL HAVE A GENTLE UNIFORM CROSS PITCH WITHOUT ANY UNEVEN OR ABRUPT TRANSITIONS. DRAINS: DRAIN iNLETS OR CATCH BASIN SHALL BE LOCATED AT SWALE LOW PO!NTS. ALL A.REA DRAINS, CATCH BASINS, ETC. SHALL CONFORM TO ALL SPECIFICATIONS AND RECOMMENDED INSTALL.ATION PROCEDURES OF MANUFACTURER. DRAIN LINES: ALL DRA!N LINES SHALL BE ~4" (UNLESS OTHERWISE SPECIFIED BY OWNER) SDER 3b, OR APPROVED BY LANDSCAPE ARCHITECT NON-PERFORATED TUBING, SOLVENT WELD ALL CONNECTIONS ALL DRAIN LINES ON SLOPES TO BE SCHEDULE 40 PVC OR APPROVED BY LANDSCAPE ARCHITECT, ALL DRAINAGE PIPE SHALL BE INSTALLED PER MANUFACTURE'S SPECIFICATIONS. ALL CHANGES IN DIRECTION IN THE DRA!N LINE SHALL BE WITH 45 ANGLE FIHINGS. INSTALL DRAIN LINE 12" BELOW FINISH GRADE MINIMUM, EXCEPT WHERE DRAIN LINES DAYLIGHT AT CURB, !NVERT CF CURB DRAINS SHALL BE LOCATED MINIMUM CF 1" ABOVE GUTTER FLOW LINIE, AND SHALL HAVE A MINIMUM CLEARANCE OF 2" TOP OF CURB /,ND TERMINATE AT LEAST 1" BACK OF CURB FACE. ORA.IN LINES SHALL BE INSTALLED WITH A 1 % SLOPE FROM THE DRAIN INLET TO THE ORA.IN OUTLET. CONNECTIONS: ALL SUBSURFACE AND SURFACE DRAINAGE SYSTEMS SHALL BE CONTAINED WITHIN THE PROP~RTY IT SERVES. ALL DRAIN INLETS SHfa.LL BE CONNECTED TO A CENTRALIZED SYSTEM V/ITH DRAIN OUTLET WHICH EXITS AT CURB FACE OR CONNECTS INTO STORM DRAIN SYSTEM PER CIVIL ENGINEER. BACKFILLING: ALL BACKFILLING SHALL BE DONE IN ACCORDANCE WITH STRUC1URAL SOILS REPORT. INSTALLAl1ON UPKfEP: INTERIOR OF PIPE SHALL BE THOROUGHLY CLt.ANED OF ALL FOREIGN MATTER PRIOR TO, DURING AND AFTER INSTALLATION. CONTRACTOR SHALL MAINTAIN THE PROJECT SIT[ THROUGHOUT THE PROGRESS OF THE WORK IN A REASONABLE, DRY WORKABLE CONDITION FREE OF SURFACE WATER. DEFECTS: ALL DEFECTS IN DRAINAGE SYSTEM SHALL BE CORRECTED THROUGH THE GUARANTEE PERIOD SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO THE SATISFi'CTION OF THE OWNER. CONCRETE NOTES SCOPf OF 1//.0llli: CONTRACTOR SHALL PROVIDE ALL LABOR, MA.TERIALS, EQUIPMENT AND SERVICES FOR THE INSTALLATIO~I OF ALL CONCRETE FLATV/CRK INDICATED ON THESE PLANS, Pl.AN VERIFICATION: THE CONTRACTOR SHALL NOTIFY O\VNER MJD LANDSCAPE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR OMISSIONS ON ALL DRAWINGS. LICENSE: THE CONCRETE CONTRACTOR SHALL BE A C-8 CALIFORNIA LICENSED CONTR~.CTOR, OR /. C-27 LICENSED LANDSCAPE CONTRACTOR IF CONCRETE IS APPURTENANT TO LANDSCAPE WORK. UNIFORM BUILDING CODE: ALL CONCRETE CONSTRUCTION SHALL CONf.ORM TO THE CURRENT EDITION OF THE UNIFORIJ BUILDING CODE AND ALL APPLICABLE GOVERNING AGENCIES. FIELD VERIFICATION: CONTRACTOR SHALL VER!FY ALL D!MENSIONS ANO SITE CONDIT!ONS BEFORE STARTING WORK. OWNER A.ND LANDSCAPE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 6. 7. 8. 10. 11. 12, 13. 14, 15. 16. 17. 18. 19. 20, 21. 22. 23. 24. 25, 26, COORDINATION: CONTRACTOR SHALL COORDINATE V/ITH APPROPRIATE TRADES TO LOCATE PIPE SLEEVES, (IRRIGATION, DRAINAGE, ELECTRICAL ETC.), BENEATH OR EMBEDDED IN CONCRETE BEFORE STARTING V/ORK. SOIL PREPARATION: ALL EXCAVATION, GRADING, COMPACTION, ETC, SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE STRUCTURAL SOILS REPORT, ALL SOIL MODIFICATIONS SHALL BE UNDER THE SUPERVISION or A SOILS ENGINEER. SUBGRADE: ALL SUBGRADE MATERIAL, SAND, CRUSHED AGGREGATE, ETC,, AND THEIR COMPACTION SHALL BE PER STRUCTURAL SOILS ENGINEER SPECIFICATIONS. ROCK AND SAND SPECIFICATIONS: SAND AND AGGREGATE FOR CONCRETE SHALL BE CLEAN, NATURAL ~4ATERIALS CONFORMING TO ASTM DESIGNATION C33, WATER: WATER FOR CONCRETE SHALL BE CLEAN AND FREE FROM DELETERIOUS SUBSTANCES, CEMENT: CEMENT SHALL BE PORTLAND CEMENT CONFORMING TO CURRENT REQUIREMENTS OF ASTM C-150, TYPE 1 OR TYPE 11. CEMENT SHALL BE OF THE SAME BRAND AND TYPE USED THROUGHOUT THE PROJECT. MIXING: PROPORTIONING AND MIXING OF CEMENT, AGGREGATE, ADMIXTURE ANO WATER TO ATTAIN REQUIRED PLASTICITJ' AND STRENGTH SHALL BE IN ACCORDANCE V/ITH THE CURRENT EDITION OF THE ACI MANUAL OF CONCRETE PRACTICE AND THE PCA •oESIGN AND CONTROL OF CONCRETE MIXTURES". COMPRESSIVE STRENGTH OF CONCRETE: ALL CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGfH OF 2,000 P.S,I. AT 2B DAYS WITH A SLUMP NOT TD EXCEED 4" CONFORMING WITH ASTM C-39, CONCRETE SHALL CONSIST OF CONFORMING WITH ASTM C-150. CONCRETE FORMS: OWNER AND LANDSCAPE ARCHITECT SHALL APPROVE ALL CONCREfE FORMS PRIOR TO POURING FLATWORK. FORMS SHALL BF CONSTRUCTED ACCURATELY TO DIMENSIONS, PLUMB AND TRUE TO LINE AND GRADE, FORMS SHALL BE SUBSTANTIAL, MORTAR TIGHT, BRACED AND TIED SO AS TO ~1AINTAIN POSITION AND SHAPE DURiNG PLACING OF REINFORCING AND CONCRETE. FORMS SIIALL BE THOROUGHLY CLEANED OUT BEFORE CONCRETE IS PLACED AND FORMS SHALL BE REMOVED \VITHOUT DAMAGE TO CONCRETE. CARE SHALL BE TAKEN IN ALL DETAILS OF FORMING, SETTING, REINFORCING, MIXING AND PLACING ALL CONCRETE EXPOSED IN FINISH WORK TO OBTAIN SMOOTH, EVEN SURFACES OF DENSE CONCRETE, AND CLEAN SHARP INSIDE AND OUTSIDE CORflERS. FORMS SHALL REMAIN IN PLACE LONG ENOUGH TO ALLOW CONCRETE TO SET PROPERLY. CONCRETE REINFORCING STEEL: CONCRETE, AS INDICATED PER PLANS, WITH STEEL SHALL BE GRADE 60, DEFORMED BILLET STEEL CONFORMING TO ASTM A-6 ! 5. LOCATE IN CENTER OF POUR TYPICAL WITH 2' M!NIMUM CLEAR ALL EDGES, WIRE MESH REINFORCEMENT: CONCRETE, AS INDICATED PER PLANS, TO HAVE 6 X 5 #1 D WELDED WIRE MESH OR STEEL 1G REOIJIRED BY STRUCTURAL ENGINEER, LOCATE IN CENTER OR POUR TYPICAL WITH 2" MINIMUM CLEAR ALL EDGES, THICKNESS OF coNCRFTF: ALL CONCRETE FLATWORK SHALL HAVE A.MINIMUM THICKNE.SS OF 4", ALL THICKENED EDGES FOR CONCRETE FLATWORK SHA\.L BE PER PLANS. A 1 /2• RADIUS, OR PER PLANS, SriALL BE PROVIDED AT ALL EXPOSED EDGES AND/OR CORNERS. CONCRETE FINISH: FINISH COURSE SHALL BE BROUGHT TO THE PROPER GRADE AND TO A UNIFORM SURFACE. CONCRETE COLORS AND FINISHES WILL BE PER CONSTRUCTION PLAN. ALL NATURAL CONCRETE WITH MEDIUM BROOM FINISH. BROOM FINl.!>H: BROOM FINISH (WHERE INDICATED ON DRAWINGS), AFTER .FINISH TROWELING, DRAW THE FOLLOWING BROOM. TYPES ACROSS PERPENDICULAR TO TRAFFIC FLOW OR JN THE DIRECTION AS INDICATED ON THE DRAWINGS. • • FINE BROOM -FINE OR SOFT TEXTURED BRISTLES ' MEDIUM BROOM -MEDIUM STIFF BRISTLES ' HEAVi' SROOM -COARSE OR STIFF BRISTLES ROCK SALT EIMISH: APPLY ROCK SALT EVENLY DYER ENTIRE SURFACE JUST PRIOR TO FINISH TROWELING. PRESS SALT INTO THE SURFACE. V/ITH TROWEL OR ROLLER SO THAT SALT IS EMBEDDED .JUST BELOW SURFACE LEAVING THE TOPS OF THE CRYSTALS EXPOSED, ALLOW CONCRETE TD CURE. FINISH SHALL BE LIGHT, MEDIUM OR HEAVY PER DIRECTION OF LANDSCAPE ARCHITECT. HEJARDANT FINISH: CONCRETE SURFACE SHALL BE EXPOSED USING LITHACHRO~IE CONCRETE SURFACE RETARDER OR APPROVED EQ~fa.L. • APPLY IN ACCORDANCE TO ALL SPECIFICATIONS AND RECOMMENDED INSTALLATION PROCEDURES OF MANUFACTURE, AGGREGATE FDR CONCRETE 50-40 PEA GRAVEL BLEND. CQI ORFD CQNCREJt: COLORS PER CONSTRUC flON PLAN OR FINISH SCflEDULE. COLORS SHALL BE OF THE INTEGRAL TYPE MANUFACTURED BY LM. SCOFIELD COMPANY OR APPROVED EQU.AL .. SURFACES DIRECTED BY LANDSCAPE ARCHITECT SHALL BE SEALED WITH LITHOCHROME COLORWAX OR APPROVED EQUAL. APPLY IN ACCORDANCE TO ALL SPECIFICATIONS AND RECOMMENDED INSTALLAflON PROCEDURES Qf ~1ANUFACTURE STAl,,iPED CONCRETE: CONTRACTOR SHALL INSTALL STA~iP CONCRETE PATTERNS TO CONFORM TO ALL SPECIFICATIONS AND RECOMMENDED INSTALLATION PROCEDURES OF MANUFACTURE', ANO SHALL USE MANUFACTURE'S RECOMMENDEQ PATTERNS, TOOLS AND FORMS. CONTRACTOR SHALL USE RUBBER STAMPS OR AS APPROVED BY LANDSCAPE ARCHITECT. COLOR HARDENER SHALL MATCH CONCRETE COLOR /\ND BE APPLIED PER MANUFACTURE'S RECOMMENDATIONS RELEASE AGENTS, AS PER PLANS, SHALL BE APPLIED PER MANUFACTURER'S SPECIFICATIONS, coNCRRf sA\,IPLE! CONTRACTOR SHALL PROVIDE OWNER WITH A Z' x 2' SAMPLE OF ALL CONCRETE FINISHES & STAMP PATTERNS AS PER PLANS. SAMPLES SHALL BE APPROVED BY OWNER AND LANDSCAPE ARCHITECT PRIOR TO POURING FLA TWO RK, CURING: CURE CONCRETE IN ACCORDANCE WITH REQUIREMENTS OF. THE CURRENT ACI MANUAL OF CONCRETE PRl\CTICE. POS[IVE DRAIIJAGF:. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER DRAINAGE, WITHOUT PONDING ON ALL CONCRETE SURFACES, ALL CONCRETE FLAN/ORK SHALL SLOPE MINIMUM 1% AWAY FROM BUILDINGS, WALLS, ETC .. IN THE DIRECTION OF SITE DRAINAGE. 27. 28. 29. E. 1, 2. 3. 4. 5. 6, 7. 8. 9, 10. 11. 13, 14, 15. 16. 17, 18. 19. 20. CONCRETE JOINTS: CONTR/>,CTOR SHALL INSTALL JOINTS AS NOTED OR PER STRUCTURAL ENGINEERS SPECWICATIONS, .CONCRETE .. .'/IALKS (LESS THAN 8" -O"}: A TOOLED CONTl,OL JOINT, AT 1 / 4 DEPTH OF CONCRETE, SHALL BE PLACED 5' -o" O.C. MAX., AT ALL CHANGES IN DIRECTION AND Af ALL iNSIDE CORNERS. EXPANSION JOINTS WITH PREMOLDED 3/8" ASPHALTIC JOINT OR ETHAFCAM FELT AS PER OWNER'S SPECIFICATIONS, SHALL BE PLACED 20' •• O" O.C. MAX. CONCRETE PAVING: A TOOLED CONTROL JOINT AT 1 / 4 DEPTH OF CONCRETE, SHALL BE PLACED AT PLUS/MINUS 40 SQ, FEET MAXIMUM, i'LL CHANGES IN DIRECTION AND AT ALL INSIDE CORNERS, EXPANSION JOll'1S WITH PREMOLDED 3/8" .I\SPHALTIC JOINT OR ETHAFOAM FELT AS PER OWNER'S SPEC!FICATIONS, SHALL BE PLACED AT ± 160 SQ. FT, MAX. ADJOINING EXISTING CONCRETE SURFACES: CONCRETE DESIGNATED ON PLANS TC MEET ALL EXISTING CONCRETE WALKS, DRIVEWAYS ETC. SHALL BE FLUSH AND INCLUDE AN EXPANSION JOINT BETWEEN THE. SURFACES. DEFECTS: ALL DEFECTS IN CONCRETE WORK SHALL BE CORRECTED AT THE CDNTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER, MASONRY NOTES SCOPE DF WORK: CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPfAENT AND SERVICES TO CONSTRUCT MASONRY STRUCTURES INDICATED ON THESE PLANS. Pll>,N VERIFICATION: THE CONTR.~CTOR SHA.LL NOTIFY OWNER AND LANDSCAPE ARCHITECT IMfAEDIATELY OF ANY D!SCREPANCIES OR OMISSIONS ON ALL DRAWINGS LICENSE: THE MASONRY CONTRACTOR SHALL BE A C· 29 CALIFORNIA LICENSED MAsm1RY CONTRACTOR, OR A C-27 LICENSED L.ANDSCfa.Pf COf1TRACTOR IF MASONRY IS APPURTENANT TO LANDSCfaPE WORK. UNIFORM BUILDING CODE: ALL ,~ASONRY CONSTF,UCTION SHALL CONFORM TO THE CURRENT EDITION OF THE UNIFORM BUILDING CODE, MASONRY DESIGN \,IANUAL AND ALL APPLICABLE GOVERNING AGENCIES, FIELD VERIFICATION: CONTRACTOR SHALL VERIFY ALL 01\IENSIONS AND SITE CONDITIONS BEFORE STARTING WORK OWNER AND LANDSCAPE ARCHITECT SHALL BE NOTIFIED l~lfAEDIATELY OF ANY DISCREPANCIES. COORDINATION: CONTRACTOR SHALL COORDINATE WITH APPROPRIATE , RACES TO LOCAIE PIPE SLEEVES, IRRIGATION, DRAINAGE, ELECTRICA.L ETC., BENEATH OR EMBEDDED IN MASONRY WALLS, BEFORE STARTING WORK. SOIL PREPARATION: ALL EXCAVATION, GRADING, COMPACTION, ETC. SHALL BE IN ACCORDANCE Willi REC0\1MENDATIONS OF THE STRUCTURAL SCILS REPORT. ALL SOIL MODIFICATIONS SH."Lc BE UNDER THE DIRECTION OF A SOILS ENGINEER, ROCK AND SAND SPECIFICATIONS: SAND AND AGGREGATE FOR MASOfmY SHALL BE CL.EAN NATUR:lL ~{ATERIALS CONFORMING TO Asn~ DESIGNATiON C-144 AND C-404, WATER: \¥ATER FOR CONCRETE SHALL BE CLEAN AND FRE.E FROM DELETERIOUS SUBSTANCES. CEMENT: CEMENT SHALL BE PORTLAND CEMENT TO CONFORMING TO CURRENT REQUIRE~IENTS Of ASTM C-1 bO. TYPE I OR TYPE II. CONCRETE BLOCK: MASONRY UNITS SHALL BE TYPE 11 UNITS CONFORMING TO 11.STM C-90 AND IN ADDITION THE REQUIREMENTS OF THE QUALITY CONTROL STANDARDS Cf THE CONCRETE MASONRY ASSOCIATION OF CALlf'CRNIA. SIZE, TEXTURE & COLOR SHALL BE SHOWN ON DRAWINGS. EXECUTION: LAY M,ASONRY IN STRA!GHT COURSES IN RUNNING BOND, nuE TO PLANE Af1D PLUMB WITHIN 1 /8" IN 10 FEET. FACES OF MIGCNRY UNlfS SHALL BE ALL IN ONE PLANE. MAKE HORIZONTI\L AND VERTICAL MORTAR JO!NTS 3/8" THICK. TOOL AL: ... JOINTS FLUSH. CUT UNITS WITH fAASONRY SAW. MORTAR: MORTAR SHALL BE TYFE 's' AND CONFORM 10 AS~M C-270. UNIFOR.\1LY MIX IN THE RATIO 1 PART PORTLAND CEMENT TO 1 /2 PART HYDRATED LIME OT :3 P.i\RT SAND. MORTAR TO MATCH COLOR OF BLOCK OR PER PLAN. GROUT: GROUT SHALL BE A FLUD CONSISTENCY AND MIXED IN THE RATIO BY VOLUME, 1 PART CEMENT, 3 PARTS SANO, DR 1 PART CEMENT, 3 PARTS SAND, 2 PARTS PFAGRAVEL GROUT SHAU. ATTAIN A MINIMUM COMPRESSION STRE~IGTH OF 2,0DO P,S.I. @ 28 DAYS, COMPRESSIVE STRENGTH OF CONCRETE:: ALL CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2.DDO F.S.L AT 28 DAYS OR PER STRUCTURAL ENGINEER'S RECOMMENDATIONS WITH A SLUMP NOT TO EXCEED 4' CONFORMING WITH ASTM C-39. CCNCRETE SHALL CONSIST OF A ~11NIMUM 5 SACK PORTLAf10 CEME:,jT/SAND/GRAVEL Ml:,, CONFORMING WITH ASTM C-150. MASONRY RFiNFQRCING STEEL : STEEL SHALL BE DEFDRIAED BiLLET STEEL CONFORMING TO AST~i A-615 EXCEPT THAT 1/4" TIES MAY EE PLAIN BARS. V/IRE REINFORCEMENT SHALL CONFORM TO AsnA A-82. REBAR: ACCURATELY PLACE RE,NFORCING STEEL AS SHOWN ON THE DRAWINGS OR PER STRUCTGRAL ENGINEER, POSITIVELY SECURED AND SUPPORTED, NOT EXCEEDING 200 BAR DIAMETERS. IN SUCH A MANNER THM NO MOVEMFNT OCCURS WHEN GROUT IS POURED. REINFORCING AND THE WIRES SHALL BE EMBEDDED IN THE GROUT. LENGTH OF L.APPED SPL'CE SHALL BE A MINIMUM OF 40 BAR DIAMETERS FOR TENSION, 30 BAR DIAMETERS FOR COMPRESSION, 01< AS PER STRUCTURAL ~NGINEER RECOMMENDATIONS. THE THICKNESS Of TIIE GROUT BETWEEN MASONRY UNITS AND REINFORCING SHALL BE A MINIMUM OF 1/4" FOR FINE GRCUT .~ND 1/2" MINIMUM FOR COURSE GROUT. FOOTINGS: CONCRETE FOOTINGS SHALL BE OF THE SIZE AND 1YPE AS INDICATED ON DRAWINGS CR AS PER STRUCTURAL ENGINEER'S SPECIFICATIONS. EARTHFORMS fAAY BE USED FOR FOOTINGS ON:..Y WHERE SOIL IS FIRM AND STABLE AND CONCRETE Wl~L NOT BE EXPOSED. WEWING: WELDING DF REINFORCING STEEL SHALL CONFORM TO AVIS D12 1 AND REQUIREMENTS OF THE AMERICAN WELDING SOCIETY. GROUTING: ALL \1ASONRY SHALL BE REINFORCED, GROUT SOLID ALL CELLS V/HICH GONTAIN REBAR, BOLTS FTC. GROUT CELLS BELOW GRADE SOLID. ALL REiNFORCEfiENT, BOLTS ETC. IN MASONRY SHALL HAVE A. MINIMUM GROUT COVER1\GE OF 3/4", Issued for: I 0.19.15 I st Citv Submittal 01.2 I. 16 2nd Citv Submittal 02.22.16 3rd City Submittal 03.09.16 4th Citv Submittal Revisions: LANDSCAPE ARCHITECTURE 4:) 507 30th St. Newport Beach, CA 92663 @ 949.675.9964 CD mis-la.com PROJECT: SEASHORE PUBLIC PARl<ING LOT #5 5515 RIVER AVENUE LOT 104, TRACT 3813 LU 0::: NEWPORT BEACH, CA 92663 :J CLIENT: TAYLOR MORRISON 81 05 IRVINE CENTER DR. IRVINE, CA 926 i 8 (949) 833-0222 Stamp: 03,09.16 Jot} No.'. Drown By; AK Ccecked By: MS Ploc Date: March 9, 2016 Scale: 1/8"= I" Title: LANDSCAPE CONSTRUCTION SPECIFICATIONS Sheet No.: L f--u LU f-- I ~ <( LU CL <( u Vl 0 z ::5 I/') ~ l-o ...l l? z :::.::'. ~ ~ u -...l a:::i ::) Cl.. LU 0::: 0 I (,I') <{ w I/') z 0 I/') 0::: 0::: 0 ~ 0::: Plan Status: Q PERMIT/CONSTRUCTION ...J DOCUMENTS ~ f-- E. 2 ·1 '. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. F. 1. 2. 3. 4. 5. 6_ 7. B. MASONRY NOTES (CONT.) BEi OW GRADE CONSTRUCTION: MASONRY CONTRACTCR SHALL BE RESPONSIBLE c·oR BACKFILLING ALL WALLS TC GRADES PER PLAN (OR PER CIVIL ENGINEER), FINISH GRADE FOi< RUNOFF SWALE BEHIND ALL '1/AlJ_S, PERFORATED DR1\IN LINES COMPLETE AND CONNECTED TO DRAINAGE SYSTEf/ OR STREET, WATERPROOFING ALL WALLS BELOW GRADE ANO ALL EXCAVATION NECESSARY FOR THE EXECU !ION 01 MA.SONRY WORK. FILL SOil P[R STRUCTURAL ENGINEER WALLS. ALL RFTAINING '//ALLS SHALL BE A.DEOUATELY SHORED DURING 81\CKFILL OPERATION. EXPANSION JOINTS: CONTRACTOR SHALL PROVIDE EXPANSION JOINTS AT CORNERS AND Ar 30' -o" ON C[NTER or, AS REQUIRCD BY GOVERN'NG AGENCY SURPI IJS SOIi : fAASONRY CONTRACTOR SH/,LL 3E RESPONSIBLE FOR CLEA'<ING ALL 'SPO!LS' OR SURPLJS SOIL ON SITE AS A RESULT OF MASONRY WORK. MASONRY sAMPLE: CONTRACTOR SHALL PROVIDE TO OWNER A 4' x 6' SAMPLE PANEL OF Al_L MASONRY VIALL TYPES ON PLANS. SAMPLES SH.ALL BE APPROVED BY OWNER AND LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. STUCC.O APPLICATION: ALL STUCCO WORK SHALL CONFORM TO LATHING AND PLASTERING REFERENCE SPECIFICATIONS OF THE CALIFORNIA LATH:NG ~.ND PLASTERING CONTRACTOR'S ASSOCIAI 10,~, INC. A~<D STANDARDS FOR PUBLIC WORK CONSTRUCTION. STUCCO APPLICATION SH.ALL CONFORM TO ALL SPECIFICATIONS AND RECOMMENDED INSTALLATION PROCEDURES OF MANUFACTURER. PLASTER PROPORTIONS: PLASTER FINISH TO INCLUDE: SCR/ffCH COAT .3/8" THICK 1 PART PORTLAND CEMENT PLASTER PND 4 PARTS DAl/4P LOOSE SAND BROWN COAT -3/8" THICK 1 PART PORTLAND CEMEN; PlA.SfER AND UP TO 5 P.ARTS DAMP LOOSE SAND COLOR FINISH COAT -1/8" THICK PORTLAND CEMENT PLASTER MIX WITH \NATER ONLY PORTLAND CEMENT PLASTcR MIX INCcUDES: 1 PART PORTLAND CE~iENT 1 / 4 PART HYDRATED LIME WATEF<PROOI ING ADMIXTURE (~ER \iANUFACTURE'S SPECS.) PIASTER FINISH: ALL PLASTER FINISHES, TEXTUR~S AND COLORS SHALL MATCH REFERENCED ARCHITECTURE OR AS DIRECTED BY OWNER. CONTRACTOR SHALL SUPPLY ,', 2' x 2' SAMPLE OF ALL PLASTER FINISHES FOR OWNER'S APPROVAL. WATER SEAL: APPLY \V.~TER SEALER TO ALL PlASTlR 0 :NISI IES UNLESS OTHERWISE APPROVED IN WRITING BY OY/NER. MASONRY YFNffR./Tll.E: All TILE, BR!CKS, PAVERS, PRECAST CONCRETE VENEER AND CAPS SPECIFIED ON PLANS TO BE APPLIED PER MANUFACTURER'S RECOMfAENCfa.TIONS, SPECIAL MASONRY WALL MATERIALS: All SPECIAL WALL MATERIALS, FOAfA ETC_ SHALL CONFORM TO ALL SPECIFICATIONS AND RFCCMfAENDED INSTALLl1TION PROCEDURES OF MANUFACTURER, DEFECTS: ALL DEFECTS IN MASONRY '//CR.~ SHALL BE CORRECTED THROUGH rHE GUARANTCE PER!OD SPECIFIED HEf<[IN AT THE CONTRACTOR'S FXPFNSE TO THE SATISFACTION OF THE OWNER. CARPENTRY NOTES PLAN VERIFICATION: THE CONTRACTOR SHALL NO flFY OWNER ANO LANDSCAPE ARCHITECT IMMCDIATELY OF ANY DISCREPANCIES OR OMISSIONS Gti AU. DRAWINGS l lCENSE: THE CARPENTRY CONTRACTOR SHALL BE A C-29 CALIFORNIA LICENSED CARPENTRY CONTRAC I OR A C-27 LICENSED LANDSCAPl-: CONTRACTOR Ir CARPENTRY IS APPURTENANT lO LANDSCAPE WORK. UNIFORM BUii DING CODE: /LL C.ARPENTRY CONSTRUCTION SHALL CONFORM TO THE APPL'CABLE EDITICN CF fHl UNIFOR~1 BUILDING CODE AND Au_ GOVERNING AGENCY CODES. FIE! D VERIFICATION: CONTRACTOR SHALL VERIFY ALL D:MENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. OWNER AND LANDSCAPE ARCHITECT SHA.LL BE NOTIFIED IMMEDlf,TELY DF ANY DISCREPANCiES. DEi IYERY AND STORAGE: ALL ,1ATERIALS, IN so FAR AS ,S PRACTICAL, SHALL BE OELIVf:RED TO THE SITE IN THE MANUFACTURER'S ORIGINAL CONTAINERS AND SHALL BEAR IHl TRADEMARKS AND NAMES THEREOF. GRADE ,1ARK SHALL BE STAMPED ON ALL STANDARD YARD-DIMENSION LUMBCR DR CERTIFIED FOR COMPLIANCE. EACH PIECE OF TREATED LUf!BER SHALL BE STAMPED. LUMB~R SHALL. BF: CAREFULLY STACKED TO PREVENT WARPING AND SHALL BE :~EPT DRY. CONNECTIONS: MEMBERS SHALL BE ACCURfa.TELY CUT AND FITTED AND SOLIDLY FASTEN.ED TOGETIIE~ ,-o PRODUCE PLUMB, LEVEL AND RIGID CONSTRUCTION. SLICING OF IRAMING MEMBERS BETWEEN SUPPORTS IS PROHIBITED. FACE'S OF ALL MEMBERS SHALL BE INSTALLED IN EVEN TRUE PLANES. NAILING, SPIKING AND BOLTiNG SHALIL 8E DONE IN ACCORDANCE WITH UNIFORM BUILDING CODE. METAL CONNECTORS AND JOIST HANGERS SHALL BE LOCATED WHERE SHOWN OR PER UNIFORM BUILDING CODE. DRILL HOLES FOR BOLTS THE SAME DIAMETER A.S THE BOLT SHANK PLUS 1/16". PROVIDE WASfiER UNDER BOLT HEADS AND NUTS. /\LL THROUGH BOLTS LENGTHS ARc. TO BE WIDTH CF MEl~BERS PLUS 1 '' OR SIZE PER PLAN. LAG SCRi:WS ARF NDT TO BE DR!VEN. DRILL HOLES FOR LAGS FIRST TC DIAMETER AND DEPTH OF THREAD, FCLLOWED BY DRILUNG TO 75% OF SHANK DIAfAETER AND DEPTH OF THREAD. WDOD SCREWS SHALL NOT BE DRIVEN. PROVIDE SUB-DR:LLED HOLES FOR ALL SCREWS OR USE SELF- DR!LLING SCREWS. TIGHTEN BOLTS AND SCREWS AT INSTALLATION AND RETIGHTEN JUST PRIOR TO COMPLETION OF PROJECT. ,\LL CONNECTIONS NOT DESIGNATED ON PLANS SHALL BE PER UNIFORli BUILDING CODE S 129 NAIL AND CONNECTION. SCHEDULES. l ll\ABER OUAI ITY: ALL LUMBER TO BE DOUGLAS FIR, GRAOF NO. 1 SELECT, S~100TH. FOUR SIDES, UNLESS OTHERWISE NOTED PER PLANS. ALL LUMBER SHAU. BE IDENTIF:ED AS TO SPECIES, GRADE, AND STA\lPED BY WEST COAST LUMBER INSPECTION BUREAU. PRESSURE TREATED LUMBER: ALL WOOD BEARING ON CONCRETE MASONRY, ON Oil BURIED INTO GF<ADE, OR SPECIFIED PLR PLANS SHALL BF PRESSURE TREATED DOUGLAS FIR NUMBER 2 UNLESS OTHERWISE NOTED. 9. HARDWARE: ALL NAILS, CONNECTORS, OR OTHER HARDWA.RE SHALL BE. HOT DIPPED GALVANIZED OR CADMIUM PLATED, UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL PAINT ALL HARDWARE (PER PAINTING AND STAINING NOTES) ·10 MATCH WOOD FINISH. 10. FOOTINGS: CONCRETE FOOTINGS SHA.LL BE OF THE SIZE AND TYPE AS INDICATED ON DRAWINGS OR AS PER STRUCTURAL ENGINEER'S SPECIFICATIONS. EARTHFORMS MAY BE USED FOR FOOTINGS ONLY WHERE SOIL IS FIRM AND s·rABLE AND CONCRETE WILL NOT BE EXPOSED. 11. DEFECTS: ALL DEFECTS IN CARPENTRY WORK SHALL BE CORRECTED THROUGH GUARANTEE PERIOD SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION CF THE OWNER. G. TUBULAR STEEL / METAL NOTES 1, SCOPE OF WORK: CONTRACTOR SHALL PROVIDE ALL LABOR, ~IATERlt,LS, EQUIPMENT AND SERVICES FOR THE INSTALLATION OF Ale TUBULAR STEEL / METAL WORK INDICATED ON THESE PLANS. 2. PLAN VERIFICATION: THE CONTRACTOR SHALL NOTIFY OWNER AND LANDSCAPE ARCH!TECT IMMEDIATELY OF ~.NY D!SCREPANCIES OR OMISSIONS ON All DRAWINGS. 3. LICENSE: THE TUBULAR STEEL CONTRACTOR SHALL BE A C-23 CALIFOf'iNIA LICENSED TUBULAR STEEL FENCE CONTRACTOR. 4. _l!N!fORM BUILDING CODE: ALL CONCRETE CONSTRUCTION SHALL CONFORM TO THE CURRENT EDITION OF THE UNIFORM BUILDING CODE AND ALL APPLICABLE GOVERNING AGENCIES. 5. FIELD VERIFICATION: CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. OWNER AND LANDSCAPE ARCHITECT SHALL BE NOTIFIED llifJEOIATELY OF ANY DISCREPANCIES. 6. '//ORKMAh!SHIP: ALL TUBULAR STEEL WORK SHALL BE PLUMB, STRAIGHT AN.D TO LINE AND HEIGHT, LEVEL WITH ACCURATE ANGEL AND SURFACES AS INDICATED ON DRAWINGS. 7. \!ATERIAL STANDARDS: ALL METAL WORK SHALL BE FREE OF DEFECTS WHICH IMPAIR STRENGTH, DURABILITY AND APPEARANCL STEEL BARS. PLATES, ETC. SHALL CONFORM TO AST~i A~·36. 8. .l'illJ)ili!G: WELDING OF TUBULAR STEEL SHALL CONFORM TO AWS D12-1 AND REQUIREMENTS OF THE AMERICAN WELDING SOCIUY. WELD ALL CONNECTIONS CONTINUOUS AND SOLID. GRIND ALL \VELDS SMOOTH. 9. FOOTINGS: CONCRETE FOOTINGS SHALL BE OF THE SIZE AND TYPE AS INDICATED ON DRA'//iNGS OR AS PER STRUCTURAL ENGINEER'S SPECIFICATIONS. EARTHFORMS M1W BE USED FOR FDOTINGS ONLY WHERE SOIL IS FIRM A~iD STABLE AND CONCRETE WILL NOT BE EXPOSED. 1 0. ~: CONTRACTOR SHALL CAP All EXPOSED ENDS OF TUBING, 11. .EAlt,IT: ALL EXPOSED SURFACES TO BE PAINTED WITH '. COAT OXIDE BASE PRIMER AND PAINTED WITH 2 COATS OF RUST INHIBITING ENAMEL PAINT. COLOR AND FINISH PER DRAWINGS. 12. CLEANING: AFTER ERECTION, CLEAN Off ALL RUST. SCALE AND OIL. CLEAN FIELD WELDS, BOLTS AND ABRADED AREAS. TOUCH UP ALL AREAS WITH THE SAME MATERIAL AS USED FOR THE SHOP COAT LIEAVING All SURFACES READY TO RECEIVE FINISfl COATS. 13. DEFECTS: ALL DEFECTS IN TUBULAR STEEL/METAL V/ORK SHALL BE CORRECTED THROUGH THE GUARANTEE HEREIN, AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. H. PAINTING AND STAINING NOTES 1. SCOPE OF WORK: CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENl AND SERVICES FOR THE SANDING. PRIMING, PAINTING OR STAINING OF ALL MATERIALS INDICATED ON THESE PLANS. 2. PLAN \IERIFICATION: THE CONTRACTOR SHALL NOTIFY OWNER AND LANDSCAPE llv1MEDIATEL Y ARCHITECT OF ANY D!SCREPANCIES OR OfAISSIONS ON ALL DRAWINGS. 3, UNIFORM BUILDING CODE: ALL PAINTING AND STAINING SHALL CONFORM TO THE CURRENT EDITION OF THE UNIFORM BUILDING CODE AND ALL APPLICABLE GOVERNING AGENCIES. 4. £]ELD VERIFICATION: CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. OWNER AND LANDSCAPE ARCHITECT SHALL BE NOTIFIED IMMEDfATELY OF ANY DISCREPANCIES. 5. ~: Ale PAINTS AND STAINS SHALL BE AS INDICATED ON Di<A\NING AND SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. ALL PAINT SHALL MEET THE REQUIREMENTS OF THE APPROPRIATE AIR POLLUTION CONTROL DISTRICT. PAINT SHALL BE HOMOGENOUS, FREE OF CONTAMINANTS AND OF A CONSISTENCY SUITABLE FOR THE USE FOi< WHICH IT IS SPECIFIED. THE PIGMENT SHALL BE PROPERLY DISPERSED THROUGHOUT THE MATERIAL SUCH THAT THE PIGMENT DOES tsOT SETTLE APPRECIABLY, DOES NOT CAKE OR THICKEN IN THE CONTAINER, DR BECOME GRANULAR OR CURDLED. 6, DELIVERY: PAINT MATERIALS SHALL BE DELIVERED TO THE \YORK SITE IN NEW, UNOPENED, A,IRTIGHT CONTAINERS, APPROPRIATELY IDENTIFIED WITH THE MANUFACTURER'S NAME, DATE OF MANUFACTURE, TYPE OF PAINT OR PAINT MATERIAL A AND LOT OR BATCH NUMBER. 7. EXEClJJloN: PAINT SHALL BE APPLIED ONLY ON THOROUGHLY DRY SURFACES AND DURING PER!ODS OF FAVORABLE WEATHER, SURFACES TO BE PAINTED OR STAINED SHALL BE FREE FROM DUST, GREASE, OR OTHER DELETERIOUS SUBSTANCES THAT '//OULD PREVENT BONDING. B. APPLICATION: PAINTING SHALL BE DONE IN A NEAT AND '//ORKMANLIKE MANNER AND IN ACCORDANCE WITH All CODES AND REGULATIONS. UNLESS OTHERWISE SPECIFIED, PAINT SHALL BE APPLIED BY BRUSH, ROLLER OR SPRAY METHODS. FINISHED SUR,ACES SHALL BE UNIFORM AND FREE OF DEFECTS (DRIPS, RUNS BRUSH MARKS, THINK AREAS, ETC.). 9. 10. 11. 12. PA!NJ]NG I Ul,iBER: UNLESS OTHERWISE SPECIFIED, ALL NEW LUMBER REQUIRING PAINTING SHALL CONSIST OF A PRIMER AND TWO FINISH COATS FOR V/00D STRUCTURES. WOOD SURFACES DESIGNAfED TO BE PAINTED SHALL BE CLEANED. WHEN PERMITTED BY THE JOB SUPERINTENDENT, THE FIRST COAT OF PAINT MAY BE APPLIED PRIOR TO ERECTION. AFTFR THE FIRST COAT HAS DRIED AND THE LUMBER IS IN PLACE, ALL CRACKS, CHECKS, NAil HOLES, ETC. SHALL BE PUTTIED FLUSH WITH THE SURFACE AND ALLOWED TO DRY BEFORE THE SECOND COAr IS APPLIED. SKIPS, HOLIDAYS, THIN AREAS OR OTHER DEFICIENCIES IN ANY ONE COAT OF PAINT SHALL BE CORRECTED BEFORE THE SUCCEEDING COAT IS APPLIED. THE SURFACE OF ANY PAINT COAT BEING COVERED SHALL BE FREE OF DELIETERIOUS MATERIAL BEFORE ADDITIONAL PAINT IS APPLIED. SURFACE PREPARATION FOR PAINTING GALVANIZED SURFACES; GALVANIZED SURFACES SHALL BE PREPARED FOR PAINTING BY HAND SCRAPING OR WIRE BRUSHING. AFTER HAND CLEANING, ALL GALVANIZED SURFACES SHALL BE CLFANED BY SOLVENT CLEANING PROCEDURES FOR REMOVING DETRIMENTAL FOREIGN MATTER SUCH AS Oil, GREASE, SOIL, ETC. AFTER '//ASHING, All AREAS SHALL BE ROUGHENED BY ABRASIVE BLASTING. GALVANIZING SHALL NOT BE REMOVED BY THIS OPERATION. EXISTING WOOD SURFACE PREPARATION: WOOD SURFACES SHALL BE PREPARED FOR PAINTING BY REMOVING ALL CRACKED OR PEELED PAINT, LOOSE CHALKY PAINT, DIRf AND OTHER FOREIGN MATTER BY WIRE BRUSHING, SCRAPING, SANDING OR OTHER APPROVED MEANS IMMEDIATELY PRIOR TO PAINTING. ALL SURFACES SHALL BE '//IPED OR DRY BRUSHED TO REMOVE ANY DUST OR CHALKY RESIDUE THAT MAY RESULT FROM CLEANING OPERATIONS. ALL '/1000 DESIGNATED TO BE PAINTED SHALL BE THOROUGHLY DRY BEFORE PAINT IS APPLIED. FINISH SAMPLE: CONTRACTOR SHALL PROVIDE OWNER WITH A SAMPLE OF ALL PAINTS AND STAINS COLORS AS PER PLANS. SAMPLES SHALL BE APPROVED BY OWNER AND LANDSCAPE ARCHITECT, DEFECTS: THE CONTRACTOR SHALL PROTECT All PARTS OF THE Si RUCTURE OR ADJACENT IMPROVEMENTS AGAINST DISFIGUREMENT AS A RESULT OF ITS PAINTING OPERATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED BY ITS OPERATIONS fO VEHICLES, PERSONS OR PROPERTY AND SHALL PROVIDE AT ITS EXPENSE PROTECTIVE MEANS TO GUA.RD AGAINST SUCH DAMAGE. issued For: I 0.19.15 I st Citv Submittal 0 1.21. 16 2!;d City Submittal 02.22.16 3rd Citv Submittal 03.09.16 4th Citv Submittal Revisions: LANDSCAPE ARCHITFCTURE {:) 507 30th St. Newpmt Beach, CA 92663 @ 949.675.9964 G mjs-lo.com PROJECT: SEASHORE PUBLIC PARKING LOT #5 5515 RIVER AVENUE LOT 104, TRACT 3813 LI.! c:::: NE\A/PORT BEACH, CA 92663 ::) 1- CLIENT: TAYLOR MORRISON 8105 IRVINE CENTER DR. IRVINE, CA 92618 (949) 833-0222 Stamp: ~DSC1\Pz .$1'IL'l·rr ::.., .'._, ' ".,:, cc'- 3 ~ ''""<'"'' ; Cl , 03-31 17 ·- 03-09-16 Job No., D, awn By, AK Checked By: MS Plan Dote: March 9. 2016 Title: LANDSCAPE CONSTRUCTION SPECIFICATIONS Sheet No.: Plan Siaius: PERMIT /CONSTRUCTION DOCUMENTS u w I- I u a::: < w CL < u Vl 0 z ~ !.t') ~ l-o ...I I..? z ~ a::: ~ u -...I co J CL w a::: 0 I V'l < w V'l z 0 Vl ii: a::: 0 L a:::: 0 _J ~ I- FRICTION LOSS CALCULATIONS P.O.C. # A 111c1ximum demand WATER METER NO. I SIZE ±I" ----ELEVATION . --STATIC PRESS. HIGH 72-verify LOW 72-verify INFO. SOURCE: Ncweort Beach Water Deeartment PHONE, . DATE OF INFO. - H.G.L. NIA METER ELEV. . --NIA X .433 ~ ·--REMOTE CONTROL VALVE i'lo. A2 SIZE I-l /2" ----MAX. DEMAND 21.11 GPM ELEV. OF HIGHEST HEAD N/A PRESS. AT RCV N/A PSI QTY. SIZE I j" WATER METER ±4.6 PSI --PRESS. REGULATOR (FALL OFF) PSI --I 1-!/4'' BACKFLOW PREVENTER 11 PSI -- I I" ILOW METER . PSI -- I 2" MASTER VALVE ±3.50 PSI -- I 2" GATE VALVE . PSI -- 100' 1-112" MAINLINE ±2.0 PS! --. . MAINLINE . PSi --. . MAINLINE . PS! --. . MAINLINE -PS! -- I 1-1/2" CONTROL VALVE 3.50 PS! --50' 1-1 /4" LATERAL LINE 1.00 PSI -- 100' 3/4" LATERAL LINE 2.50 PS! -- --LATERAL LINE -PSI -- --LATERAL LINE -PSI ---------- FITTING LOSS (10%) 2.81 PSI ELEVATION CHANGE(+/-) !'-1/A PSI TOTAL SYSTEM LOSS, 30.91 PSI PRESSURE TO OPERA TE HEAD JO PSI TOTAL PRESSURE REQUIRED ±60.91 PSI LOWEST STATIC PRESS UR[ AVAILABLE ±72 PSI PRE-SET REGULATED PRESSURE (IF REQ'D) PSI RESIDUAL WATER PRESSURE I 1.09 PSI RLQ'D RESIDUAL WATER PRESSURE 15-20 PSI ** Contractot· to verify actual Static Water pressure prior to installation. Contractor to notify Landscape ,A,rchitect if actual static water pressure is below 65 PSI. • SHRUB VALVE SHRUB VALVE THESE LANDSCAPE PLANS ARE COMPLIANT WITH CITY OF NEWPORT BEACH SECTION 2.1 WATER EFFICIENT ORDINANCE STANDARDS MARK ALAN SCHATTINGER CA LANDSCAPE ARCHITECT #3235 LANDSCAPE DOCUMENTATION MAXIMUM APPLIED WATER ALLOWANCE FOR RENOVATION LANDSCAPE -PARKING LOT CALCULATION M.A.W.A MAWA = (ETo) (0.62) [(0.55 x LA)+ (0.3 x SLA)] (43.2) X (.62) [ (0.55 X 4,619 + (0.3 X 0)] = I 68,044 gal./yr. MAXIMUM ALLOWED ESTIMATED APPLIED WATER USE CALCULATIONS: E.A.W.U. EAWU = (ET0) x (Plant Factor) x (Hydrozone Area) x (.62) lri-igation Efficiency (75%) EAWU = (43.2) x (.4) x (4,619) x (.62) Irrigation Efficiency (75%) ** Eto-Taken from nearest City Laguna Beach 165,982 gal./yr. TOTAL ESTIMATED USED CITY of NEWPORT BEACH MUNICIPAL CODE 14.17 - WATER ORDINANCE NOTE THE IRRIGATION SYSTEM WAS DESIGNED to MEET THE REQUIREMENTS of THE CITY of NEWPORT BEACH MUNICIPAL CODE 14.17 WATER EFFICIENT LANDSCAPE ORDINANCE. SEASHORE DRIVE IRRIGATION SPRAY HEADS SYMBOLJNOZZLE Q H F I MANUFACTURER ® ® TORO 570Z-/ 2-PRXOS Q.H 4 6 & TORO Sl0Z-12-PRX-O-8 Q,H,F cp 0 EB TORO Sl0Z-IZ-PRX-O-IO Q, H,F m □ EB TORO 570Z-/2-PRX-O-12 Q,H,F I w D tE TORO Sl0Z-12-PRXO-/5 Q,H,F V TORO IRRIGATION UTILITIES GRISWOLD IRRIGATION PIPING AS APPROVED 1111, Ill! Billi lilll '1llllil dllll i llllll AS APPROVED AS APPROVED IRRIGATION LEGEND G.P.M./NOZZLE MODEL NO. J DESCRIPTION I PSI Q H F I PRECIP. RA.TE I RADIUS 12" POP UP PRECISION SERIES SPRAY 30 0.10 0.15 1.00 5' 12" POP-UP PRECISION SERIES SPRAY 30 0.17 0.34 0.68 1.00 8' 12" POP-UP PRECISION SERIES SPRAY 30 0.23 0.51 1.03 I.GO IC' 12" POP-UP PRECISION SERIES SPRAY 30 0.37 0.74 1.48 !.00 12' 12" POP-UP PRECISION SERIES SPRAY 30 0.58 1.16 2.40 1.00 l:J' 1VAN -VARIABEE ARC NOZZEES OW SERIES -DIRTY WATER IRRIGATION VAL VE BRONZE INDUSTR!AL ELECTR!C REMOTE CONTROL VALVE (SIZE AS SHOWN ON PLAN). NOTE: CONTRACTOR MAY PROTECT IN PLACE EXISTING IRRIGATION VALVE IF THE VALVE IS IN GOOD WORKING CONDITION AFTER THE DEMOLITION OF THE LANDSCAPE. CITY REPRESENTATIVE TO VERIFY WORKING CONDITION OF VALVES IF THEY ARE TO BE SALVAGED. NON-PRESSURE IP.TERAL SCH. 40 FOR SIZES 3/4'' -2" WI PVC SCH. 40 FITTINGS·· BURY MIN. 12" BELOW GRADE (SIZE P-5 NOTED ON PLAN). 2' PRESSURE MAINLINE SCH. 40 PVC. LOCATE IN PLANTING AREAS SHOWN OUTSIDE OF PLANTING AREAS FOR CLARITY ONLY. FOR SIZES 3/-1" - I 1/2", FOR 2' and LARGER USE CLASS 315 PVC-BURY MIN. 18" BELOW GRADE PVC PIPE SCH. 40 SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED -EXTEND 12" BEYOND EDGE OF PAVING & PLACE BELOW ALL PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. IRRIGATION MISCELLANEOUS EQUIPMENT NOSYMBOL NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL AS APPROVED SPEARS 3M AS APPROVED AS APPROVED IRRIGATION CONTROL WIRE# I 4UF AWG DIRECI BURIAL (U.l. APPROVED) DS-400 PRE-FILLED WIP..E CONNECTORS FOR USE ON ALL WIRE CONNECTIONS DBY DIRECT BURIAL WATER-PROClFWIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS ALL MAINLINE FITTINGS USED P5 PART OF RCV MANIFOLD ONLY SHALL BE PVC SCH 80 TYPE. USE PVC SCHEDULE 80 PVC l'iTTINGS ON ALL SOLVENT WELD MAINLINE FITTINGS 2" AND 2 1/2", WHEN A FITTING HAS A THREADED FEMALE OR MALE COMPONENT THE FITTING SHALL ALWAYS BE A SCHEDULE 80 FITTING. ALL THREADED PLASTIC NIPPLES SHALL BE SCHEDULE 80 PVC TYPE. ALL ANGLED MAINLINE SHALL HAVE CONCRETE THRUST BLOCKS INSTALLED VALVE KEY: VAL.# SIZE GPM TYPE Sq. Ft LATERAL PIPE SIZING: ZONE FLOW PIPE SIZE 0 -8 GPM 3/4'' PVC 8.1 -13 GPM 1"PVC 13.1-22 GPM 1 1/4" PVC 22.1-30 GPM 1 1/2" PVC REFERENCE NOTES: FOR IRRIGATION PLAN, LEGEND, AND CALCULATIONS SEE THIS SHEET FOR IRRIGATION DETAILS SEE SHEET Ll.2 FOR IRRIGATION SPECIFICATIONS SEE SHEEI Ll.3 FOR IRRIGATION SPECIFICATIONS AND GENERAL NOTES SEE SHEET Ll.4 ) 0 4' 8' NORTH SCALE: 1/8" = I' 16' Issued For: 10.19.15 1st Citv Submittal 01.21.16 2nd Citv Submittal 02.22.16 3rd Citv Submittal 03.09.16 4thCitv5ubmittal Revisio11s: LANDSCAPE ARCHITFCTURE 0 507 30th St. Newport Beach, CA 92663 @ 949.675.9964 Q mjs-la.cam PROJECT, SEASHORE PUBLIC PARKING LOT #5 5515 RIVER AVENUE LOT 104, TRACT 3813 w a::: NEWPORT BEACH, CA 92663 ::) CLIENT, TAYLOR MORRISON 8105 IRVINE CENTER DR. IRVINE, CA 92618 (949) 833-0222 Stamp: Job No., ~I , 03-09-16 ·11;. "--.-./ Ur C/,.1,\ Drnwn By: AK Chec<ed By, MS Pion Dote, March 9, 2016 lille, IRRIGATION PLAN Sheet No., 1-u w 1--I ~ <( w 0.... t) VJ 0 z ::; 1/'l ~ l-o ....J l? z ::.:::: ex:: ;f:_ u ....J o::i ::::i CL w 0:: 0 I ~ w VJ z 0 Vl ex:: ex:: 0 ~ a::: Pion Stotusc 0 PERMIT/CONSTRUCTION ~ DOCUMENTS j:::: @ "'. ... ~ "' .. -"'"""'' ' . •. -'--' . .:. ,4-~-: .. _:;_ ;; ·;--: - • ~ .•. • ' · j---1 I:, __ .,, i! . : .. •• :-.--: :-----· ;i : _[-_-~ • •. ,i. • , I ,I /L-j-i' __ ; Ir~. I 3 0 POP-UP SPRAY HEAD· SEE IRRIGATION LEGEND 0 FINISH GRADE @ TEE IN LATERAL LINE PIPE © 1/2" X 6" SCH. 80 PVC NIPPLE © 1/2" X 2" SCH. 80 PVC NIPPLE @112" MIP X FIP 90 ELL (2 REQUIRED) 0HARDSCAPE POP-UP SPRAY HEAD 1 0 FINISH GRADE ® RECTANGULAR VALVE BOX REFER TO SPECIF!CATIONS @ SPARE WIRE LABEL © CONTROL AND/OR COMMON WIRE.REFER TO SPECIFICATIONS SPARE WIRE BOX @PEA GRAVEL BACKFIU. (ONE CUBIC FOOT MIN!MUM) FOR IRRIG. CONTROL & COMMON WIRE (ONE SHOWN) DIMENSION A B 1/2" TO 3" IN SIZE i811 12" 4" TO 6" IN SIZE 24" ,X @ PIPE INSTALLATION C 4' 4" 0FIN1SH GRADE @CLEAN COMPACTED BACKFILL @NON-PRESSURE LATERAL LINES, SEE SPECIFICATIONS ©CONTROL WIRES,SEE SPECIFICATIONS @uNOiSTURBED SOIL @PRESSURE Mi\lNLIN[, SEE SPECFIGATIONS NOTE: 1. LATERAL LINES SHALL BE INSTALLED PITCHED AT 1% SLUPE 'f O DRAIN TO LOl/1J POINT FOR \IVINTFRIZATION PROVIDE TWO LAYERS of WARNING TAPE RUNNING CONTINUOUS ALONG ROUTE OF THE MAINLINE. ONE SHALL BE LOCATE'.) IMMEDIATELY ON TOP OF THE MAINLINE PIPE AND ONE 12" ABOVE THE TOP OF MAINLINE. A -PAVING DIMENSION A B C D 1/2" TO 4" IN SIZE 36" 24" 24" 4" ® SLEEVE INSTALLATION STEP 1 STEP 2 STEP 3 STEP 4 ,-SL!P SASE SOCKET OVER END I OF WIRES LSTRIP WIRES APPROX. 5/8" FROM ENDS-TWIST TOGETHER. □✓-----PLUG-FILL PER FILLED WITH SEALER CAP CAVITY. If ""cPUT CRIMP SLE£\/E OVER WIRE ENDS· CRIMP SLEEVE AND CUT OIT EXCESS WIRE. 7 ,-------FUU BASF SOCKET OVER END AS FAR AS POSSIBLE I L_---ousH SEALING PLUG INTO BASE SOCKET. ---PUSH WIRES TO END OF BASE SOCKET TO ASSURE COMPLETE SEALING OF CONNECTION. Dr-/Y SPLICE CONNECTIONS-REFER TO SPECIFICATIONS. WlRE CONNECTOR 4 1 5 3 -?:.. :1 ___) v~ -·,.a ,----, """==~--L-.....,1~',' N , ! ~~ , . 0 RECTANGULAR PLASTIC VALVE BOX GREEN rN COLOR @ ELECTRIC REMOTE CONTROL VALVE @FINISH GRA'.lE © PVC LATERl>.L LINE : @rvc SCH. 40 90 OEGRFF FU. @314" CRUSHED ROCK SUMP ©PRESSURE SUPPLY LINE @ REMOTE CONTROL VAL VE 0 2 (j) FINISH GRADE 0 RECTANGULAR VALVE BOX TOP OF BOX TO BE 1" fa.B0\/ElvlULCH @ 8" DIA. CL. 160 PVC SLEEVE BOTTOM TO BE FLARED AND CONTACT TOP OF PRESSUR.E SUPPLY LINE © GATE VALVE-PER ;RRIGATICN LEGEND. © ISOLATION VALVE t > • ' ' f:i 7 E @ SLIP X lvllPT SCH 40 PVC ADAPTOR 1.2 REQUIRED) © PVC PRESSURE SUPPLY LINE (v DRAIN ROCK 12" lvllN. DEPTH INSTALL DRAIN ROCK 2" MIN. BEYOND PERIMETER OF VALVE BOX Issued For: I 0. I 9.15 I st Citv Submittal 0 1.21. 16 2nd Citv Submittal 02.22.16 3rd Citv Submittal 03.09.16 4th Citv Submittal Revisions: LANDSCAPE ARCHITE TURE ('.) 507 30th St. • Newport Beach, CA 92663 @ 949.675.9964 Ci) mis-la.com PROJECT, SEASHORE PUBLIC PARKING LOT #5 5515 RIVER AVENUE LOT 104, TRACT 3813 UJ a::: NEWPORT BEACH, CA 92663 :J CLIENT: TAYLOR MORRISON 8105 IRVINE CENTER DR. IRVINE, CA 92618 (949) 833-0222 Stamp: ~ 03.31•17 V Job No., Checked By: MS Plan Date: March 9, 2016 Scale: NTS Title: IRRIGATION DETAILS Sheet No.: LI .2 f-u 1.U f- I ~ 1.U 0... 6 Vi 0 z j Lt') ~ l-o ....J l'.J z Q a::: ~ u ....J 00 :J a... LI.I a::: 0 I ~ v; z 0 Vl a:::'. a::: 0 ~ a:::'. Plan Status: 0 PERMIT/CONSTRUCTION ....J ..._ __ D_O_C_U_M_E_N_T_S _ ___, ~ A, 1. 2. 3. 4. 5. 6. 7. 8. 9. 1 0. 11 . 12. 13. 14. 15. 16. 17. GENERAL NOTES .BlD.l)ill.l,: IT SHALL 8[ THE OWNER'S RESPONSIBILITY IN INVITING AND OBTAINING BIDS, SETTING ITS PROVISIONS AND INSTRUC110NS TO BIDDERS, SECURING THEIR BONDS AND WORKERS COMPENSATION INSURANCE CERTIFICATES, ETC. TO fULLY ENSURE TH,: QUAUTY AND T;MELY co~{PLETION OF THE PROJECT. SCOPE OF \}/ORK: CONTRA.CTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMEN' AND SERVICES NECESSARY TO FURNISH ANO INSTALL A. cof)PL[l C IRRIGATION SYSTEM AS PER THF DRAWINGS MiD SPC:CIFIED HEREIN. Pl.AN VERIFICATION THESE DOCU~1ENTS MAY CONTAIN ERRORS, OM!SS!ONS, CONTRADICTIONS, ETC. THE CONTR1'.CTOR SHALL REVIEW ALL DOCUMENTS THORUGHLY AND SHALL Nor fY THE LANDSCAPE ARCHITECT A.ND OWNER l~{MEOiATELY UPON ANY SUCH DISCOVERY OE DISCREPANCY. GOVERNING CODES SHALL THEN APPLY. LICENSE: THE CONTRACTOR SHALL BE A C-27 CALIFORNIA STATE LICENSED IRRIGATION CONTRACTOR. .QRDINANCES AND REGUu\TlONS: ALL IRRIGATION WORK WITHIN THESE DRAWINGS /I.ND SP[CIFICATIONS SHALL CONFORM TO ALL APPLICABLt GOVERNING CODES AND ORDINANCES (:DCAL, COUNlY & STATE). PERMITS AND INSPECTIONS: THE CONTRACTOR SHALL OBTAIN, COORD!NATE AND PAY FOR A.LL PERMITS, FEES ANO AGENCY INSPECTIONS AS RECUll<U). FIEI D VERIFICATION: CONTRACTOR SHK.L VERIFY ALL Dl~{ENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. THl:c CONTRACTOR SHALL NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS \VHE1\J IT IS OBVIOUS IN THE FlfLD THAT UNKt•IOWN OSSTRUCTIONS, GRADE DIFFERENCES OR DISCREPANCIES IN AREA DIMENSIONS EXIST THAT f~IGHT NOT HAVE BEEN CONSIDERED IN IRRiGATION D[SIGN. THE LA.NDSOil.PE ARCHITECT ANO OWNER SHALL BE NOflF!ED IMfAEDIATELY UPON ANY DISCOVERY OF D!SOREP/1.NCit:S. IN THE EVENT lHIS NOTIFICATION IS NOT FEF,FORMEO, THE IRRGAT!0'-1 CONTRACTOR SHALL ASSUME FULL RESPONSIBiUTY FOR ANY I,EVISIONS NECESSARY. UABI E FOR ENCROACHMENT: THE CONTRACTOR SHALL BE RESPONSIBLC FOR ANY ENCROACHI-AENT ONTO ADJACENT PROPERTY, RIGHT-Cc-WAYS, EASEMENTS, SET-BACKS OR ANY OTHER LEGAL PROf't.RfY R[STl,ICT!ONS EITciER MA.RKEO OR UNMARKED. METHODS OF CONSTRIJCTION: THE CONTRt,OTOR !S SOLELY RCSPONSIBLE FOR Al.I. CONSTRUCTION METHODS. MEANS, SEQUENCES, PROCEDURES AND n:cHNIQUES. THE LANDS0/1.PE ARCflrT[CTURAL FIRM IS NOT LIABLE FOR CONSTRUCTON METHODS. SAFETY: THC: CONTRACTOR IS SOLELY RESPONSIBLE FOR INITIATiNG, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS Ac<□ PROGRA}AS DURING CONSTRUCTION. UTILITIES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE. LOCATION OE ALL UNDERGROUND UT!LITIES. ELECTRICAL Cil.BLES, CONDUITS, AND EXISTING IRRIGATION UNFS PRIOR TO ANY CONSTRUCTION, SO THAT PROPER PRECAUTIONS MAY BE TAKEN NOT TO DAMA.GE SUCH IMPROVEMENTS. LIABLE FOR DAMAGE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY Dfa.~/4A.GE CAUSED BY ITS OPERATIONS TO UTIL111ES. Pc.ANTING, CONSTRUCTION, PERSONS, PROPERTY. ETC. A~lD SHALL PROVIDE PROTECTIVE i,IE1'.NS TO GUARD ACAINST DAMAGE. COORDINATION: CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION WiTH APP.'ZOPRiATE TRADES THROUGH THE OWNER BEFORE S!ARTING \YORK. IRRIGATION Pl ANS: THE IRRIGATION PLANS ARE GENERALLY D!AGRAMMil.TIO ANO INDICA.TIVE OF THE WORK TO BE INSTALLED. THE CONTRACTOR SHALL MAKE M!NOR ADJUSI MEN.TS DURING INSTALLATION TO ii.VOID CONFLICTS BETWEEN. PLANTING, ARCHITECTURAL FEATURES ii.ND EXISTING UTILITIES. INTENT OF IRRIGATION DESIGN IS FULL COVERAGE, BALANCED SYSTEM. PIMft§ION: ALL SCALE D!MENS!ONS ARE APPROXIMATE. WRTTEN D!MEl,SIONS ON DETAILS AND PLANS TAl,E PRECEDCNCE OVER SCAL.FD 011,{ENSIONS. IRRIGATION NOTES: SEE GENER/1.L NOTES ON T,-JE DRAWINGS FOR ADDITIONAL \VOR:-'-. RcQUIRED, BUT NOT SPECIFICALLY MENTIONED IN THESE SPECIFICATIONS. ALL WORK CALLED FOR ON THE ORA.WINGS BY NOTES SHALL BE FURNISHED AND ,NSTALLED WHETHER OR NOT SPEC!FIDALLY MENTIONED IN THE SPECIFICAT'ONS AND/OR OET,'.ILS. POINT OF CONNECTiON (P O,C,) VERIFICATION: LOCATION OE THE POINT OF CONNECTION SHOWN ON THE DRAWINGS MAYBE APPROX!~1ATE ONLY. THE CONTRACTOR SHALL APPROVE FINAL (P.O.C.) LOCATION WITH THE OWN.ER (JOB SUPERINTENDENT) THE CONTRACTOR SHALL VERIFY THE STATIC PRESSURE, fAETER SIZE AND SIZE OF SERVICE TO [HE METER (P.O.C.) AT EACH POINT OF CONNECTION. 18. 19. 20. 21. 22. 23. 24. B. 1 . 2. 3. iylATERIALS: ALL MATERIALS A.ND EQUIPMENT SPECIFIED IN THESE DRAWINGS SHALL BE NEW AND IN PERFECT CONDITION WHERE INSTALLED AND SHALL BE !NSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. SUBSTITUTIONS: DESIGN, MATERIAL, EQUIPMENT AND PRODUCTS OTHER THAN THOSE DESCRIBED OR INDICATED ON DRilWINGS MAY BE CONSIDERED FOR USE. WRITTEN APPROVAL FOR SUBSTITUTIONS SHALL BE OBTAINED FROM THE OWNER AND LANDSCAPE ARCHITECT. ALL SUBSTITUTIONS SHALL CONFORM TO LOCAL CODES AND ORDINA~JCES. ANY EQUIPMENT DR MATERIALS INSTALLED WITHOUT APPROVAL BY THE OWNER OR LANDSCAPE ARCHITECT MAY BE REJECTED AND REMOVED AT CONTRACTOR'S EXPENSE. FITTINGS: DUE TO THE SCALE OF DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, SLEEVES, ETC., WHICH MAYBE REQUIRED. THE CONTRACTOR SHALL CAREFULLY INVESTIGATE THE STRUCTURAL AND FINISHED CONDITIONS AFFECTING ALL OF THE WORK AND PLAN THE WORK ACCORDINGLY, FURNISHING SUCH f-lTTINGS, ETC., AS MAY BE REQUIRED TO MEET SUCH CONDITIONS. NOTICE OE COMPLETION: THE COMPLETION OF THE CONTRACT SHALL BE ACCEPTED, AND NOTICE OF COMPLETION RECORDED ONLY WHEN THE ENTIRE CONTRACT IS COMPLETED TO THE SATISFACTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. OPERATING INSTRUCTIONS: AFTER THE SYSTEM HAS BEEN COMPLETED, THE CONTRACTOR SHALL INSTRUCT THE OWNER'S AUTHORIZED REPRESENTATIVE IN THE OPERATION AND MAINTENANCE OF THE SYSTEM AND SHALL FURNISH A COMPLETE SET OF OPERATING INSTRUCTIONS. SITE MAINTENANCE: CONTRACTOR SHALL KEEP THE PROJECT S!TE CLEAN AND FREE FROM RUBBISH ANO DEBRIS. ALL DEBRIS SHALL BE REMOVED FROM SITE PER LOCAL CODE AND ORDINANCES. GUARANTEE: THE ENTIRE IRRIGATION SYSTEi~ INCLUDING ALL WORK DONE UNDER THIS CONTRACT, SHALL BE GUARANTEED AGAINST ALL DEFECTS AND FAULT OF MATERIAL AND WORKMANSHIP, AND SHALL BE MAINTAINED IN PRFFECT WORKING ORDER FOR ONE (1) YEAR FROM DATE OF COMPLETION BY THE CONTRACTOR WITHOUT EXPENSE TO THE OVVNER ALL MATERIALS USED SHALL CARRY A MANUFACTURER'S GUARANTEE OE MINIMUM ONE (1) YEAR. ANY SETTLING OE BACKFILLED TRENCHES WHICH MAY OCCUR DURING THE ONE YEAR PERIOD FINAL ACCEPTANDE SHALL BE REPAIRED TO THE OWNER'S SATISFACTION BY THE CONTRACTOR WITHOUT EXPENSE TO THE OWNER -INCLUDING THE COMPLETE RESTORATION OF ALL DAMAGED PLANTING, PAVING OR OTHER IMPROVEMENTS OF ANY KIND. FIELD OBSERVATIONS REOURED FIELD OBSERVATION WORK: THESE PLANS WERE PREPARED WITH THE UNDERSTANDING THAT THE OWNER OF SAID PLANS WILL USE PROFESSIONAL DESIGN ASSOCIATES TO PROVIDE "FULL" CONTRACT SERVICES INCUJDING FIELD OBSERVATION SERVICES DURING CONSTRUCTION. FAILURE TO USE PROFESSIONAL DESIGN ASSOCIATES TO PROVIDE AND COMPLETE THE FIELD OBSERVATION SERVICES SET FORTH HEREIN WILL SIGNIFICANTLY INCREASE THE MISINTERPRETATION OF THE INTENT OF THE DESIGN. ANY UNAUTHORIZED MODIFICATIONS THERETO, AND FAILURE TO DETECT ERRORS AND DMISSIONS IN THE PLANS AN.D SPECIFICATIONS CAN BECOME COSTLY MISTAKES BOILFINTO THE F'ROJECT. THEREFORE, IN THE EVENT THAT PROFESS!ONN .. DESIGN ASSOCIATES :S OTHERWISE PRECLUDED FROM COMPLETING THE FIELD OBSERVATION SERVICES SET FORTH HEREIN, THE OWNER, OR SUBSEQUENT OWNER (INDIVIDUALS OR CORPORATIONS WHO HAVE PURDHASEO THESE PLANS WITH THE PROJECT), AGREES TO HOLD HAR~!LESS, INDEMNIFY, AND DEFEND PROEESSIONA.L DESIGN ASSOCIATES AND THEIR CONSULTANTS FROM AND AGAINST ANY AND ALL CLAIMS. FIELD OBSERVATION COORDINATION: THE FOLLOWING OBSERVATIONS SHALL BE INITIATED BY THE CONTRACTOR AND COORDINATED THROUGH THE OWNER (JOB SUPERINTENDENT). THE CONTRACTOR SHALL NOTIFY THE OWNER (JOB SUPERINTENDENT) A.ND LANDSCAPE ARCHffECT NOT LESS THAN FORTY-EIGHT (48) HOURS IN ADVANCE OF ANY OBSERVATION. CONTINUED WORK WITHOUT OBSERVATION OF THESE PHASES OF WORK IS AT THE CONTRACTOR'S RISK, WITH ANY REQUIRED CHANGES OR MODIFICATIONS TO BE AT THE CONTRACTOR'S EXPENSE, fHE OWNER (clOB SUPERINTENDENT) SHALL INFORM THE LANDSCAPE ARCHITECT AS TO THE PURPOSE AND TIME OF THE OBSERVATION FORTY- EIGHT (48) HOURS IN ADVANCE. CLOSING OF NON INSPECTED WORK THE CONTRACTOR SHALL NOT ALLOW NOR CAUSE ANY OF THE WORK TO BE COVERED OR ENCLOSED UNTIL IT HA.S BEEN INSPECTED, TESTED AND APPROVED BY THE CONSULTING ENGINEER OR AUTHORIZED REPRESENTATIVE AND/OR GOVERNMENTAL AUTHORITY HAVING JURISDICTION OVER THE WORK. SHOULD ANY OF THE WORI< BE ENCLOSED OR OOVFRED BEFORE SUCH INSPECTION AND :EST, HE SHALL UNCOVER HIS WORK AT HIS OWN EXPENSE. AFTER IT HAS BEEN INSPECTED, TESTED AND APPROVED, THE CONTRACTOR SHA.LL MAKE ALL REPAIRS NECESSARY TO THE OWNER'S SATISFACTION. 4. C. 1 . 2, 3. 6 7. 8. 9. 10. 11. JOB SITE MEETINGS AND REQUIRED INSPECTIONS: A. PRE-JOB MEETING ON SITE -PRIOR TO COMMENCEMENT OF WORK B. IRRIGATION MAINLINE AND EQUIPMENT lAYQUT. C. PRESSURE TEST IRRIGATION, MAINS AND LATERALS D. IRRIGATION COMPLETION / COVERAGE TEST UPON COMPLETION OF THE IRRIGAr!ON SYSTEM INSTALLATION AND PRIOR TO ANY f'LANTING, THE CONTRACTOR SHALL ADJUST :SPRINKLER HEADS TO EVENLY AND PROPERLY DISTRIBUTE THE RATE OF PRECIPITATION OF Tl1E WATER AND SHALL DETERMINE IF THE CClVERAGE OF THE PLANTING AREAS IS COMPLETE AND ADEQUATE. CONTRACTOR SHALL MAKE ADJUSTMENTS TO PROVIDE OPTIMUM PERFORMANCE AND PREVENT UNNECESSARY OYER SPRAY ON ALL WALKS, ROADWAYS AND BUILDINGS. THE CONTRACTOR SHALL FURNISH ALL ~1ATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE DISCLOSED BY THE COVERAGE TEST. MATERIALS NOTES GENERAL: THE FOLLOWING LIST COMPRISES THE PRINCIPLE MATERIALS BUT DOES NOT SET THE LIMITATION FOR MATERIALS REQUIRED. IT SHALL BE UP TO THE CONTRACTOR TO SHOW THAT AMPLE QUANTITIES OF THE REQUIRED MATERIALS WERE USED AND INSTALLED IN ACCORDANCE WITH THESE PLANS AND SPEOIF"ICATIONS. PRESSURED MAINLINE: PIPE FROM SOURCE OE SUPPLY TO CONTROL VALVES AND HOSE BIBS 2" OR LARGER SHALL BE CLASS 315 SDR 13.5 TYPE 1220 P.V.C. CONFORMING TO ASTM 02241, ASTM D1784 EXTRUDED FROM VIRGIN MATERIALS. ALL PIPE LESS THAN 2" SHALL BE SCHEDULE 40 TYPE 1220 P.V.O. CONFORMING TO ASTM D 1785, ASTM D 1784 ALL PLASTIC P!PE SHALL SE MARKED SHALL BE EXTRUDED FROM VIRGIN MATERIALS WITH THE MANUFACTURER'S NAM[ TYPE AND CLASS OF PIPE, SIZE ANO NSF APPROVAL. LATERAL LINE BELOW GRADE: NON-PRESSURIZED LATERAL LINE PIPE SHALL BE CLASS 200 SDR 21 TYPE 1220 P .V.C. CONFORMING TO ASTM 02241, 01784. P.Y.C, PIPING SHALL BE EXTRUDED FROM VIRGIN MATERIALS. ALL PLASTIC PIPE SHA.LL BE MARKED WITH THE MANUFACTURER'S NAlvlE TYPE AND CLASS OF PIPE, SIZE ANO NSF APPROVAL. LATERAL LINE ON GRADE: NON-PRESSURED LATERAL LINE PIPE ON GRADE SHALL BE SCHEDULE 40 U.V.R. CONFORMING TO ASTM 01785, ASTIA D1784 AND ASTM G-53. MANUFACTURED BY BROWNLINE PIPE COMPANY OR AS INDICATED ON LEGEND. P.V.C. PIPING SHALL BE EXTRUDED FROM VIRGIN MATERIALS. ALL PLASTIC PIPE SHALL BE MARKED WITH THE MA.NUFACTURER'S NAME TYPE AND CLASS OF PIPE, SIZE AND NSF APPROVAL. PLASTIC PIPE FITTINGS: SHALL BE SCHEDULE 40 P.V.C. (CONFORMING TO ASTM 01785, D2466) TAPERED SOCKET TYPE, SUITABLE FOR EITHER SOLVENT WELD OR SCREWED C,ONNECT!ONS, FLANGE AND SADDLE TEES WILL NOT BE ALLOWED. SOLVENT SHALL BE AS RECOMMENDED BY THE PIPE AND FITTING MANUFACTURER. BRASS PIPE AND FITTINGS: BRASS PIPE SHALL BE RED BRASS, SCHEDULE 40 SCREWED PIPE CONFORMING TO FEDERAL SPECIFICATIONS NO. WW ··• P-351. FITTINGS SHAI_L BE RED BRASS CONFORMING TO FEDERAL SPECIFICATION NO. WW-P-460. COPPER· PIPE AND FITTINGS: COPPER PIPE SHALL BE !YPE.. K (HARD~DRAWN) CONFORMING TO ASTM 888. FITTING SHALL BE WROUGHT SOLDER JOINT TYPE IN ACCORDANCE WITH ANSI B 16.22 JOINTS SHALL BE SOLDERED IN ACCORDANCE TO 1\STM B-206 AND FEDERAL SPECIFICATIONS QQB 00655. STEEL PIPE: GALVANIZED STEEL PIPE SHALL BE ASA SCHEDULE 40 MILLED STEEL SCREWED PIPE WITH MEDIUM GALVANIZED SCREWED BEADED MALLEABLE IRON FITTINGS. STEEL PIPE SHALL BE INSTALLED ON GRADE SECURED TO SURFACE PE,'< DETAIL. BALL I/ALVES: SHALL BE BRONZE OR PLASTIC BODY AS INDICATED ON DRAWINGS. 125 P.S.f. MINIMUM, HEAVY DUTY, FEDERAL SPECIFIED, CROSS HANDLE. INSTALL WITH N.D.S. TYPE PLASTIC OR EQUAL ACCESS BOX AND LID. CONTROL VALVES: SHALL BE AS INDICATED ON THE DRAWINGS WITH FLOW ADJUSTMENT AND MANUAL BLEED DEVICE, INSTALLED, UNLESS OTHERWISE INDICATED, IN ONE OF THE FOLLOWING TYPE BOXES AS INDICATED ON TH[ DRAWINGS. CONNECT TO CONTROLLERS IN THE OPERATING SEQUENCE INDICATED ON THE DRAWINGS. CONTROL WIRE: CONNECTIONS BETWEEN THE AUTOMATIC CONTROLLERS AND THE ELECTRONIC CONTROL VALVES SHALL BE. UF, SOLID COPPER WIRE, VINYL INSULATED 600 V. RATING, FOR DIRECT BURIAL INSTALLATIONS. CODING SHALL BE COLOR WIRE FOR PILOT WIRE. WHITE FOR COMMON GROUND \VIRE. MINIMUM WIRE SIZES SHALL BE 14 GAUGE BURIED 18" BELOW GRADE. USE APPROVED \YATER PROOF \VIRE CONNECTORS AND SEALER ON ALL SPLICES. A 24" EXPANSION PIG TAIL COIL SHALL BE PROVIDED AT EACH CONTROL VALVE AND AT EACH CHANGE IN DIRECTION OF THE WIRE RUN. WIRING SHALL OCCUPY THE SAME TRENCH AND SHALL BE INSTALLED ALONG THE SAME ROUTE AS PRESSURE SUPPLY OR LATERAL LINES WHEREVER POSSIBLE. IR F~ I G}\TIOI\ 1 2. AUTOMATIC CONTROi i FR, SHALL BE AS INDICATED ON THE DRA\Vlf!GS, COMPLETE WITH ELECTRICAL HOOKUP AND PROPER MOUNTING. ANY CONTROL WIRE EXPOSED AT THE CONTROLLER SHALL BE ENCASED IN ELECTRICAL CONDUIT OF THE SIZE REQUIRED. OUTDOOR CONT.C,OL.LERS SHALL BE WITHIN A VANDAL RESISTANT ENCLOSURE ANO [QUIPPED WITH AN ON/OFF SWITCH FOR 110 VDU POWER SUPPLY TO CONTROLLER. ·, 3. IRRIGATION HEADS: SHALL BE OE THE TfPES AND SIZES INDICATED ON THE DRAWINGS. ALL HEADS SHA!_l BE ADJUSTABU:, RISER NIPPLES SHALL BE THE SAME SIZE AS THE RISER OPENING IN THE BODY. 14. BACKFLOW DEVICES: B/,OKFLOW PREVENTORS 1\ND/OR VACUUM BREAKERS SHALL BF AS INDICATED ON THE DRAWINGS AND AS APPROVED BY AUTHORITIES HAVING JURISDICTION. INSIALLl:J) TO MEET LOCAL CODES. ALL IRRIGATION SYSTEfJS USING POTA.BLE Wfa.TER SOURCE REQUIRE BACKFLOW PREVENTION. 15. CHECK VALVES: OO~ffRACTOR SHALL INSTALL ANTI-DRAIN VALVES AS REQUIRED TO PREVENT LOW HEAD DRAINAGE. /,NY HEAD THAT DRAlt✓S FOR fJOR[ THAN ONE 1,m,urr REQUIRF:S AN ANTI-DRAIN VALVE. 1 5. AT~JOSPHERIC VACUUM BREAKERS: SHALL BE HEAVY DUTY BRASS A.ND FEDERAL SPECIFIED. INSTALL ON NON-CONSTANT PRESSUF!E LINES (LATERAL LINE) PER MANUFACTURE'S SPECIFICATIONS. LOOA11DN PER DRAWINGS 17. PRESSURE REGULATORS: SHA.LL 81:: BRONZE OR PLASTIC BODY AS INDICATED ON DRAWINGS. FACTORY SET P.S.I. AS SPECIFIED PER DRAWINGS. 1 B. QUICK COUPLERS: SHALL BE HE.~VY DUTY BRASS WITH COLORIZED RUBBER COVER AND TWO (2) P1EOE BODY DESIGN. LOCATOt, PER DRAWINGS. 19. RISERS: ALL RISERS TO QUICK COUPLERS AND BACK FLOW DEVICtS SHALL BF SCHEDULE 4D BRASS OF THE REQURED SIZES, RISERS TO !RRIGA110N HEADS SHALL BE SCHEDULE 60 TYPE 122D P.V.C. CONFORMING TO ASTivl 2464. 20. VALVE BOXES: !NSTALL ALL VALVES, EXCEPT ANTI-SIPHON VALVES, IN PREMOLDED HIGH l~IPACT PLASTIC VALVE BOX. USC ROUND BOX FOR QUICK COUPLERS AND RECIANGULAR BOX FOR ALL OTHER VALVES. N.D.S (OR APPROVED EQUAL) WTH GREEN LIO. LOCATE IN SHRUB PLANTING AREAS WHEMEVEF, POSSIBLE. D. PLASTIC PIPE NOTES HANDLING: THE CONTRACTOR SHALL EXERCISE CARE IN HANDLING, LOADING AND STORING P.V.C. PIPE AND FITTINGS. ALL P.V.O. PIPE SHALL LIE FLAT SO NOT TO SUBJECT IT TO NDUE 81:cNDING OE CONCENTRATED EXTERNAL LOAD AT ANY POINT. P.V.C. PIPE AND flTT!NGS SHALL NOT BE STORED IN DIRC:OT SUNLIGH,. ANY SECTION OF PIPE THAT HAS BEEN DENTED OR DAl,tAGEO \V!LL BE DISCARDED. 2. LOCATIONS: PIPE LINES SHALL BE l~lSTA.LLED !N THE LOCATIONS AND OF THE SIZES SHOWN ON THE DRAWINGS OR HEREIN SPECIFIED. WHERE PIPING ON THE DRAWINGS !S SHOWN UtlDER PAYED /,REAS BUT RUMNING PARALLEL At,D ADJACENT TO PLANTING AREAS, THE INTENT OF THE DRAW!NGS IS TO INSTA.I.L fHE PIPING IN TIIE PLANTltlG AREA. 3. PIPE CLEARANCE: UI\DERGROUND LINES UP TO 2" INCLUSIVE SHALL HAVE A MINIMUM HORIZONTAL CLEARANCE OF 12" FROM LINES OF OTHER TR/I.DES. THIS REQUIREMENT DOES NOT APPLY TO ANY LltlES CROSSING AT ANGLES FROfA 45' WITH EACH OTHER. A MINIMUM 2" VERTICAL CLEARANCE SHALL BE MAINTAINED BETWEEN LINES WHICH CROSS BET\~EEN THESE ANGLES. rw LINE SHALL BE INSTALLED PARALL[L TO ANO DIRECTLY OVER ANOIHER UNE. 4. ASSEMBLY: ALL PIPE SHALL BE ASSEMBLED FREE FRO~A DIRT. THE MAIN LINE SUPPLY SH.i\LL BE FLUSHED OUT AND TESTED ,OR LEAKS BEFORE BACK FILLING AND WITH CONTROL VALVES IN PLACE AND BEFORE LATERAL PIPES A.RE CO,'INECTED TO VALVES. EACH SECTION OF L/..TERAL PIPE SHALL BE fLUSHED OUT BEFORE SPRINKLER HEADS ARE ATTACHED. 5. UNDER CONCRETE: GENEF~ALLY, PIPING UNDER CONCRETE SHALL BE DONE BY JACKING, BORING OR HYDRAULIC DRIVING. WRITTEN PERMISSION TO CUT OR BREAK SIDEWALKS AND/OR CONCRETE MUST BE OBTAINED FROM THE owt,ER'S AUi HOR IL ED REPRESENTATIVE. NO HYDRAULIC RIVING WILL BE PERMITTED UNDER ASPHALTIC CONCRETE PAVING. 6. INSTALLATION PROCEDURfS: EXCEPT AS NOTED IN OTHER PARTS OF THIS SPECIFICATION OR IN THE DRA\V,NGS, INSTALLATION OF PIPE AND FITTINGS SHALL BE AS OUTLINE IN MANUA.LS AS FURNISHED BY PIPE MANUFACTURER WHICH SHALL BE DEEMED AND CONSTRUED AS PART OF THIS SPECIFICATION. PLI\STIC PIPE SHALL NOT SE LAID WHEN THERE IS WATER IN TRENCH. 7. PIPE DEP11H: PROVIDE A fAINIMUM 24" OF E1\RTH COVERAGE FOR_ ALI. PR,fSSURE MAINUNE PIPE 3" AND LARGER. PROVIDE A MINlMUfJ 1 B OF EARTH COVERAGE FOR ALL PRESSURE ~1AINLINE PIPE UP TO AND INCLUDING 2 1 /2". PROVIDE A MINIMUM OF 12" OF EARTH COVERAGE FOR ALL NON PRESSURE LATERil.L LINES. C) l\l L L Issued For: 10.19.15 lstCitySubmlttal 0 I .21. I 6 2nd Citv Submittal 02.22. I 6 3rd Cltv Submittal 03.09. I 6 4th Cltv Submittal Revisions: LANDSCAPE ARCHITECTURE (:) 507 301h St. Newport Beach, CA 92663 © 949.675.9964 G, mis-la.com PROJECT: SEASHORE PUBLIC PARKING LOT #5 5515 RIVER AVENUE LOT 104, TRACT 3813 w 0:::: NEWPORT BEACH, CA 92663 :) CLIENT: TAYLOR MORRISON 8105 IRVINE CENTER DR. IRVINE, CA 92618 (949) 833-0222 Stomp: Job No.: Drown By: AK Checked By: MS Plan Date: March 9, 2016 Scnle: NTS Title: IRRIGATION SPECIFICATIONS Sheei No.: 1-u I.JJ I- I u 0:::: <( I.JJ n. <( u V'l 0 z ::s Ll"l * l-o ....J l'J z :::.:: 0::: <( Cl.. u -_j co :) i.'.l. UJ 0::: 0 I V'l ~ V'l z 0 C/'l 0::: 0::: 0 :E Ct'. Plan S1atus: 0 PERMIT/CONSTRUCTION -1 .__ _ _;.;.D...;;O:....;C:;_;U::.;.M.:..:.;E::.;.N..;..;T:..:::S_--1 ~ .-------------------------------~,~,,---------------------------------------------------------------------~----------------·-----------------------------------, 8. 9. 1 0. 11. 12. 13. 14. 15. A. 8. C. D. [. F. 16. 17, 18. 19. 20. SITE MAINTENANCE: ALL LUMBE'R, RUBBISH AND LARGE ROCKS SHALL BE RE~40VED FROM THE TRENCHES. PIPE SHALL HAVE A FIRM, UNIFORM BEARING FOR THE ENTIRE LENGTH OF EACH PIPE L!NE TC PREVENT UNEVEN SETTLEMENT. PAD THE TRENCHES WITH DIRT OR Si',ND IF THE SOIL IS EXTREMELY ROCKY. TREE LOCATIONS: TREE LOCAT!ONS TAKE PRIORITY OVFR IRRIGATION PIPING. STAKE TREE LOCATIONS PRIOR TO TRENCHING PIPE. EXPANSION: PLASTIC PIPE WILL EXPAND APPROXIMATELY SIX IN. (6") PER THOUSAND FT. (1000') BETWEEN DAY AND NIGHT TEMPERATURES IN HOT CLl~4ATE. THFREFORE, PIPE SHALL BE S~lAK[D cROM SiDE TO SIDE OF TRENCH BOTTOM TO AU.OW FOR EXPANSION AND CONTRACTION. PIPE MAINTENANCE: ALL FOREIGN MATTER OR DIRT SHALL. BE REMOVED FROM THE INSIDE OF THE PIPE BEFORE IT IS LOWERED INTO POSITION If] THE TRENCH AND IT SHALL BF KEPT CLEAN BY APPROVED MEA.NS DURING AND AFTER LAYING OF THE PIPE. SLEEVING: IRRIGATION LINES TH/IT ,i\RE UNDER STREETS /\l·~D PAVING OVER SEVEN (7) FEFT V/IDE SHi'.LL BE INSTALLED BY THE OWNER. SLEEVES U,',IDER PAVi NG AND STREETS SHALL BC SCHEDULE 40 AND TWO TIMES THE D:t,METER OF THE Pl>'E AND/ OR ADEQUATE FOR INSTALLATION OF WiRE. SLEEVING SHi\LL BE COORDINATED WITH IRRIGATION CONTRACTOR PRIOR TO BEGINNING OF WORK. JOINTS: JOINTS ON RISERS SHALL BE AS SHOWN ot, Di,:TAILS. THREADED CONNECTIONS: ON PLi\STIC TO STEEL CONNECTIONS, THE CONTRACTOR SHALL WORK THE STEEL CONNECTIONS FIRST. NON-HARDENING PIPE PERMATEX #2 TEFLON TAPE SHALL BE USED ON AL.L IHRf:.40ED PLASTIC TO STEEL JOINTS, AND LIGHT WRENCH PRESSURE IS ALL THAI SHALL BE USED. SOLVENT CONNECTIONS: FOR PVC. PIPE CONTRACTOR SHALL USE SOLV!:.Nf PRIMER AND SOLVENT CEMENT RECOMMENDED BY THE MANUrACTURER AND CONcORi,IING TO ASTM D-2564. FOR UVR-P.V.C. SOLVENI CEMENT SHALL BE BROWNLINE BOND TITE CEfAENT (COfJFORMING TD THE REQUIRCMCNTS OF ASTfA D-2564) APPLY WITH AN APPROVED PRIMER PRIOR TO APPLICATION OF CEMENT. ALL P!PE AND FITTINGS SHALL Be THOROUGHLY CLEANED OF DIRT, DUST AND MOISTURE BEFORE APPLYING SOLVENT. TIIC CONTRACTOR WILL MAKE SOLVENT WELD JOINTS WITH NON-SYNTHETIC BRISTLE BRUSH IN THE FOLLOWING SEQUENCE: APPLY A UBFRAL, EVEN COAT OF SOLVENT 10 THE INSID[ OF THE FITTING. THEN APPLY A LIBERAL, EVEN COAT OF SOLVENT TO THE OUTSIDE OF 1 HE PIPE, ~4AKING SURE THAT THE COATED AREA IS EQUAL TO THE DEPTH OF THE FITTING SOCKET. INSERT THE PIPE QUICKLY INTO THE FITTING AND TURN THE PIPE APPROXIIAATFLY 1/'s TURN TO DISTRIBUTE IHE SOLVENT AND REMOVE AIR BUBBLES. HOLD THE .JOINl FOR ,\PPROXIMATELY 15 SECONDS SO THE FITTING DOES NOT PUSH OfT THE PIPE. USE A OLEAN RAG AND '//IPE OFF ALL EXCESS SOLVENT TO PREVENT WEAKENING THE JOINT. BE SURE THAT IN GOING TO THE NEXT JOINT THAT THE PIPE IS NOT Tvl/lSTED, DISTURBING THE LAS! ooMPLCTED JOINT. ALLOW AT LtcAST 15 MINUTES SET UP TIME FOR EACH. PRESSURE LINE TESTING: ALL TESTS ON PRESSURE LiNES SHALL BE COMPLETE PRIOR IO BACKFILLING; HOWEVER, SUFFICIENT BACKFILL MATERIAL MAY BE PLACED IN TRENCHES BETWEEN FlmNGS TO El'1SURE THE STABILITY OF TIIE UNE PRESSURE. 'N ALL 0/,SES, FITTINGS AND COUPLINGS MUST EE OPEN TO VISUAL INSPECTION FOR THE FULL Pl::RIOD OF lHE JEST. NO TESTING SHALL EE DONE Ul,T!L THE LAST SOLVENT WELDED JOINT HAS HAD TWELVE (12) HOURS TO SET AND CURE. PRESSURE LINES SHALL BE TESTED UNDER ', 50 P.S.I. WORKING PRESSURE FOR A PERIOD OF FOUR (4) HOURS AND PROVEN TIGHT. IF LE.A.KS OCCUR, THE JOiNT OR JOINTS SHALL BE REPU\CED AND THE TESTS REPEATED. .BACKFILUNQ....OF TRENCHES: BECAUSE OF THE EXPANSION AND CONTRACTION OF PLASTIC PIPE_. BACKFILLING SHALL BE DONE IN THE COOL PAf'i'I OF THE DAY, ESPECIP.LLY IN HOT CLIMATES. TRENCHES SHALL BE. BACKFILLED WITH THE EXCAVATED ~lATERIALS APPROVED FOR Bil.CKF!LLING, FREE FROIA LARGE CLODS OF EARTH OR STONES. BACKFILL SHALL BE MECHANICALLY COMPACTED IN TlcE LANDSCAPED ARcAS ro A DRY DENSITY EQUAL TO ADJACENT UNDISTURBED SOIL IN PLANTING AREAS, BACKrlLL WILL CONFORM TO ADJACENT GRADES WITHOUT DIPS, SUNKEN AREAS, , ILJMDS OR OTHER SURFACE IRREGULARITIES. TRENCHING AND BACKFILLING UNDER PAVING: TRENCHES LOCATED UNDER WHERE PAVING, CONCRETE CR ASPHALT WILL BE INSTALLED SHALL BE BAOKFILL[D IN ACCORDANCE WITH RECOMMENDATION OF STRUCJURAL SOILS REPORT. PLASTIC PIPE GUARANTEE: SPECIFICATIONS AND LITCRATJRE SHALL BE SUBMITTED FOR APPROVAL PRIOR TO SUB\!ISSION OF BID. SUBMISSION OF SAMPLES MAY ALSO BE REQUIRED. PLASTIC PIPE MANUFACTURER'S GUi'.RANTEE SHALL COVER WORKMANSHIP OF 1'4AfERIALS F'OR ALL PLASTIC PIPE FITTINGS. DEFECTS: ALL DEFECTS IN INSTALLATION OF PLA.STIC PIPE SHALL BE CORRECTED THROUGH THE GUi\RANTEE PERIOD SPECIFIED H[REIN AT THE CONTRACTOR'S EXPENSE TO THE SATISrAOTION OF THE OWNER. E. 1. 2. 4. 6. F. 1 . 2. 3. 4. IRRIGATION EQUIPMENT NOTES IRRIGATION EQUIPMENT: ALL IRRIGATION EQUIPMENT SHALL BE INSTALLED PER THE SPECIFICATION AND RECOMMENDED INSTALLATION PROCEDURES OF THE MANUFACTURER AND CONFORM TO ALL APPLICABLE GOVERNING CODES AND ORDINANCES (LOCAL, COUNTY & STATE). SHRUB IRRIGATION HEADS: HEADS IN GROUND COVER AND PLANTING AREAS SHALL BE INSTALLED ON NIPPLES HIGH ENOUGH TO BE ABOVE THE SURROUNDING PL4NTING AS DIRECTED, OR A.S INDICATED ON THE PLANS. WHERE HIGH SHRUBS ARE PLANTED, LONGER RISERS SHALL BE INSTALLED AS DIRECTED BY THE LANDSCAPE ARCHITECT. SHRUB HEADS ADJACENT TO WALKWAYS OR PARKING SHALL BE INSTALLED ON AN APPROVED HI-POP HEAD PER PLAN. RISERS SHALL BE LOCATED A.S SPECIFIED PER PLANS ADJACENT TO WALLS AND BUILDINGS ONLY. IN NO CASE SHALL THE SPACING OF HEADS EXCEED THE MAXIMUM RECOMMENDED BY THE MANUFACTURER. PRESSURE COMPENSATING SCREENS: CONTRACTOR SHALL INSTALL PRESSURE COMPENSATING SCREENS IN IRRIGATION HEADS AS NECESSARY TO ENSURE UNIFORM COVERAGE AND MINIMUM OVERTHROW OF AREA. CONTROL VALVES: A.LL CONTROL VALVES ON LINE SHALL BE INSTALLED AS INDICATED ON DETAILS AND BE THE TYPE SPECIFIED IN THE LEGEND. LOCATE CONTROL VALVES IN SHRUB PLANTING AREAS WHEREVER POSSIBLE. BACKFLOW DEVICES: LOCATE BACKFLOW DEVICES, AT~IOSPHERiC VACUUM BREAKERS AND ANTI-SIPHON VALVES IN SHRUB AREAS ONLY UNLESS OTHERWISE APPROVED BY OWNER. DEFECTS: ALL DEFEGTS IN INSTALLATION OF IRRIGATION EQUIPMENT SHALL BE CORRECTED THROUGH THE GUARANTEE PERIOD SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. 5. 6. G. 1 . RECORD AND AS-BUILT DRAWINGS ITEMIZED LIST: CONTRACTOR SHALL SUBMIT TO THE LANDSCAPE ARCHITECT AN ITEMIZED LIST OF EQUIPMENT. AS BUllTS: THE CONTRACTOR SHALL PROVIDE AND KEEP UP- TO DATE COfAPLETE "AS-BUILT" DRAWINGS INDICATING LOOATiONS, SIZES AND KINDS OF EQUIPMENT INSTALLED. PRiNTS FOR THIS PURPOSE MAY BE OBTAINED FROM THE LANDSCAPE ARCHITECT AT COST. THIS SET OF DRAWINGS SHALL BE KEPT ON THE SITE AND SHALL EE USED ONLY AS A RE.CORD SET. CONTRACTOR SHALL FURNISH "AS-BUILT" DRAWlf]GS TO OWNER UPCl'1 COMPLETION OF PROJECT. PS BUILT FORMAT: BEFORE THE DAIE OF FINAL OBSERVATION THE CONTRACTOR SHALL TRANSFER ALL IRRIGATION INFORMATION TO AN OZALID SEPIA MYLAR, PRODUCED FROM THE LANDSCAPE ARCHITECT. ALL WORK SHALL BE NEAT, IN INK ANO SUBJECT TO APPROVAL OF THE OWNER. fHE CONTRACTOR SHALL DIMENSION FROM TWO PERMANENT POINTS OF REFERENCES, BUILDING CORNERS, SIDEWALKS, LIGHT POLES, ETC. THE LOCATION OF THE FOLLOWING ITEMS. A. CONNECT:ON TO EXISTING WATER LINES. B. CONNECTION TO EXISTING ELECTRICAL POWER. C. GATE VALVES, BAOl<FLOW PREVENTION UNITS AND CONTROLLERS. D. ROUTING OF IRRIGATION PRESSURE LINES (DiMENSION MAX. 1 oo'), E. IRRIGATION CONTROL VALVES. F. ROUTING OF CONTROL WIRE. G. QUICK COUPLING VALVES. H. 0TH ER RELATED EQUIPMENT AS DIRECTED BY OWNER. DEILI\/ERY: ON THE DATE OF FINAL APPROVAL THE CONTRACTOR SHALL DELIVER ONE SET OF SEPIA MYLARS OF ''ilS-BUILTS" PLANS TO THE OWNER, DELIVERY CF MYLARS WILL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF FURNISHING INFORMATION THAT MAY BE 0~1ITTED FROM PRINTS. H. 1 . 2. CONTROLLER CHARTS: CONTROLLER CHARTS SHALL BE PRLPARED BY THE CONTRACTOR AFTER APPROVAL OF THE "AS·-BUILT". THE CHART SHALL SHOW BY COLOR CODING THE AREA CONTROLLED BY EACH AUTOMATIC IRRIGATION CONTROLLER. CONTROLLER CHART FORMAT: THE CONTROLLER CHART SHALL BE A XEROX REDUCTION OF THF "AS BUILT" TO THE MAXIMUM SIZE OF THE CONTROLLER DOOR WILL ALLOW (CONTROLLER SEQUENCE NUtv1BERS MUST BE LARGE ENOUGH TO BE LEGIBLE AT THE REDUCED FORMAT), UPON COMPLETION THE CHART SHALL BE HER~1ETICALLY SEALED BETWEEN TWO PIECES OF PLASTIC. CHARTS SHALL BE COMPLETED AND APPROVED PRIOR TO THE FINAL IRRIGATION FIELD OBSERVATION EQUIPMENT TO BE FURNISHED MAINTENANCE TOOLS: SUPPLY THE APPROPRIATE MAINTENANCE PFRSONNEL WITH THE FOLLOWING TOOLS: A. TWO SETS OF SPECIAL TOOLS REQUIRED FOR REMOVING, DISASSEMBLING AND ADJUSTING EACH TYPE OF IRRIGATION HEAD AND VALVE SUPPLIED. B. TWO (2) KEYS FOR EACH AUTOMATIC CONTROLLER. C. ONE (1) QUICK COUPLER KEY AND MATCHING HOSE SWIVFL FOR EVERY (5) QUICK COUPLING VALVE INSTALLED. D. THE ABOVE LISTED EQUIPMENT SHALL BE TURNED OVER TO THE OWNER AT THE CONCLUSION OF WORK AND BEFORE FINAL OBSERVATION CAN OCCUR. AS-BUILTS AS-BUILTS: THE CONTRACTOR SHALL PROVIDE THE OWNER ONE (1) SET OF COMPLETE "AS BUILT" INFORMATION ON AN OZALIO SEPIA MYLAR PRODUCED FROM THE LANDSCAPE ARCHITECT. MAINTENANCE PROGRAM: THE CONTRACTOR SHALL PROVIDE THE OWNER ONE ( 1) SET OF ~!AINTENANCE GUIDLINES AS RECOMMENDED BY THE MANUFACTURER/SUPPLIER. GENERAL IRRIGATION NOTES 1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROCURE AN ORIGINAL SET OF THESE PRINTED IRRIGATION PLANS FOR BIDDING AND CONSTRUCTION. COPIES OF THESE PLANS ARE NOT ALLOWED FOR BIDDING AND GONSTRUCTION AS THEY MAY NOT SHOW IRRIGATION SYMBOLS, LINE WEIGHTS, OR, INE TYPES CLEARLY. 2. ALL I OCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARR!ED OUT BY THE CONTRACTOR. 3. THE CONTRACTOR SHALL \/LRlfY SITE CONDITIONS, PROPERTY LINES. DIMENSIONS AND THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOC/\TIONS OF UTILITIES, STRUCTC,R[S AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCiES BETWEEN THESE PLANS ANC ACTUAL FIELC CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. CONTRACTOR SHAL.l. THOROUGHLY FAMILIARIZE HIMSELF WlTH ALL SITE CONDITIONS PRIOR TO BIDDING AND COMMENCING WORK 4. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BE GINN LNG WORK. 5. THE CONTRACTOR SH;I.LL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PLHFCRM THE WORK IND!CATED HEREIN BEFORE BEGINNING WORK. 6. THIS DESIGN IS CIAGRAMMATIC. ft.LL EQUIPMENT SHOWN IN PAVED ARl=AS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS 7 THE CONTRACTOR SHALL NOT WILLFULLY !NSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT IHL T!Ml TIIES[ PLANS WLHL PREPARED. ANY SCOH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE CWNlT-1'S REPRESENTATIVE PRIOR TC ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL l'IESPONSiBtl !TY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER 8. INSTAU. ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION 9 ACTUAL LOCATION FOR THE INST/\LLATION OF THE BACKFLOW PREVENTION DEVICE Al,D THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE F!ELD BY THE OWNER'S AUTHORiZED REPRESENTATIVE.CONTRACTOR SH/\LL CONT/I.CT REPRESENTATIVE BEFORE COMMENCING WORK 10. CONTRACTOR IS TO PROVIDE TWO ADDITIONAL 'CONTROi. WIRES' ANO ONE ADDITIONAL 'COMMON' WIRE FROM CONTROLLER ALONG ENTIRETY OF MAIN LINE TO THE LAST RC\/ ON EACH AND EVERY LEG OF MA,N LINE. L/1.BEL SPARE WiRES AT BOTH ENUS 11. Al.i. PIPE UNDER PAVED AREAS TO BE INST AL.LED IN SLEEV!NG TWICE THE 0:AMETER OF THE PIPE CARRIED. SEE I EGEND FOR TYPE. ALL W!RE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED TO EASILY PULL W!RE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETA,LS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. '12. ALL QUICK COUPLERS TO BE INSTALLED IN SHl'IUB OR GROUND GOVER AREAS WHERE PCSSIBLE Al.i. QUICK COUPLERS TO BE INSTALLED AS SHOWN ON THE INSTALL AT!ON DETAILS. INSTALL ALL OU ICK COUPLERS WITHIN 18" OF HARDSCAPE. 13. ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE. SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRIW ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIS INCLUDES, BUT NOT LIMITED TO, ADJUSTMENT OF DIITUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT GF PRESSURE COMPENSATING SCRLENS, REPLACEMENT OF NOZZLES WITH MORI= APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES W!TH ADJUSTABLE ARC UNITS. 14. !HE CONTRACTOR SHALL USE UL. APPROVED GROUND ROD(S) AND/OR GROUND PLATE(S) WITH CAD\1/ELD ONE-SHOT CONNECTION PROCESS FOR CONNECTiNG THE CONDUCTOR WIRE TO THE ROD(S) AND/OR PLATE(S). THE NUMBLR OF RODS OR PL./i\TES SHALL DEPEND ON THE CONDUCTIVITY OF THE IMMEDIATE SOIL SURROUNDING THE ROD(S) AND/OR PLATE(S) MAXIMUM GROUND RESISTANCE SHALL BE PER CONTROLLER MANUFACTURERS SPECIFICATIONS. 15. CONTRACTOR SHALL REFER TO !RRIGATION L.EGEND FOR CONTROLLER TYPE. FINAL LOCATiON OF CONTROLLER AND ELECTR!CAL POC SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 16. MAINLINE SHOWN WITHIN PAV!flG FOR CLARITY ONLY, ACTUAL MAINLINE LOCATION TO BE WITH:N PLANTER, A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. 17. CONTRACTOR SHALL PA!NT /i\LL EXPOSED PVC PIPE WHICH IS ON~GRADE TO REDUCE VISIBILITY TO THE PUBLIC EYE /\ND IMPROVE THE AESTHETICS OF THE NATURAL ENViRONMENT. PAINT SHALL BE AN OUTDOOR PAINT RESISTANT TO SUN EXPOSURE CONTRACTOR SHALL CONFIRM P/\INT COLOR ANC TYPE WITH OWNER.'S /1.UTHORIZED REPRESENTAT!VE PRIOR TO COMMENCING WORK. 18. CONTRACTOR SHALL ADJUST ALL HE/I.OS AS REQU!REC IO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE I IYURAN LS, ETC CONTRACTOR SHALL ADD SPRINKLER HEADS AS REQUIRED TO ACHIEVE 100% COVERAGE IN ALL AREAS THAT REQUIRE ADJUSTINGADTIONAL HEADS SHALL BE INSTALLED AT NO ADDITIONAL COSTS TO THE CONTRACT. VEHIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING vvrn,K 19 LATERAL LINES MAY BE SHOWN WiTHIN P1\.V!NG FOR CLAHITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER CONFIRM ALL LAYOUT IN FIELD WtTH OWNER'S AUTHORIZED HEPl,ESENTATI\/F PRIOR TO COMMENCING WORK. 20. REMOTE CONTROL VALVES AND ISOLATION VALVE LOCA'.IONS ON THIS DHAWING ARE APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE OUT EACH ELLCTRICAL CONTROL VALVE AND ISOLATION VALVE LOCATION f'OR 1,EVIEWAND APPROVAL BY OWNER'S AUTHORIZED REPRESENTATIVE PRiOR TO INSTALLATION OF ALL VALVES FiNAL LOCATION ANO EXACT POSITIONING FOR ELECTRIC CONTROL \/ALVES AND ISOLATION VALVES SHALL BE DETERMINED BY THE OWNER'S AUTHORIZED ,"IEPRESENTATIVE MINOR MODIFICATIONS OF REMOTE CONTROL VALVES AND ISOLATION VALVE LOCAIIONS AS REQUESTED BY THE OWNER'S AUTHCRIZcD REPRESENTATI\/F SHALL Bf PROVIDED BY THE CONTRACTOR Al NO ADDITIONAL COST TO THE PR.OJECT FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO THE INST AU.A Tl ON SHA! l. GAUSE THE CONTRACTOR TO MAKE PROJECT DIRECTED REVISIONS AT NO ADDITIONAL COST TO THE OWNER IN GENFR/i\i, UNLESS OTHERWISE CIRECTEll BY OWNER ALL VALVES SHALL BE INSTALLED WITHIN THREE FEET FROM EDGE OF HARDSCAPE, WALK OR CURB IN SHRUB PLANTING AREAS 21. THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER AND RELATED EOLJIPMENT PER MANUFACTURERS SPECIFICATIONS. MEASURING FOR PROPER GROUND AT LEAST ONCE ANNUALLY. AND NECESSARY ADJUSTMENTS MADE TO COMPLY WITH MANUFACTURER SPECIFICATIONS IS RECOMMEND. Issued For: I 0.19.15 I st Citv Submittal 01.21.16 2nd Citv Submittal 02.22.16 3rd Citv Submittal 03.09.16 4th Citv Submittal Revisions: LANDSCAPE ARCHiTECTURE a 507 30th St. Newpo:i Beach, CA 92663 @ 949.675.9964 ~ mis-la.com PROJECT: SEASHORE PUBLIC PARKING LOT #5 5515 RIVER AVENUE LOT 104, TRACT 3813 ~ NEWPORT BEACH, CA 92663 :J 1-- CLIENT: TAYLOR MORRISON 8105 IRVINE CENTER DR. IRVINE, CA 92618 (949) 833-0222 Sicm1p: 03-09-16 V,t<· '-'Fe,\\.\ Job No.: Drawn By: AK Checked By: MS Pion Dule: March 9, 2016 Scale· NTS Tit:e: IRRIGATION SPECIFICATIONS & NOTES Sheet No.: Ll.4 u LU I- I ~ <( LU CL <( u Vl 0 z :5 Lt') * l-o _j l'.J z ~ <( CL u _J 00 :J a.. w 0::: 0 I ~ w Vl z 0 Vl 0::: 0::: 0 ::E: 0::: Pkm Status: 0 PERMIT/CONSTRUCTION ~ DOCUMENTS <( 1-- --------------------------.. ~---------------------------------------;:_-:.-:.-:.-:.-:.-:.-:.-:.-:.-:.-:.-:.-:.-:.-:.-:.-:.-:.-:.-:.-:.-:.-:.-:.-:.-:.-:.-:..-:.-:.-::..-:.-:.-:..::.:_-:.-:.-:.-:.-:.-:.-:.-:.-:.-:.-:.-:.-:.-:.-:.-:.-:.-:.-:.-:.-:.-~ -_ -_-_ -_ -_ -_:-_ -_ -_ -_ -_ -_-_ -_ -_ -_ -_ -_-_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_-_ ----=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=-.1 .. , GENERAL PLANTING NOTES: LANDSCAPE ARCHITECT TO APPROVE ALL PLANT MATERIAL NOT LESS THAN I WEEK PRIOl1 TO ANTICIPATED PLANTING DATE. 2 CONTRACTOR TO COORDINATE APPROVALS. CONTRACTOR SHALL REMOVE ALL GROWER STAKES, TAGS AND RIBBONS. 3 LANDSCAPE CONTRACTOR SHALL MAINTAIN PROPER DRAINAGE AND DIRECT ALL WATER SO AS TO PREVENT STANDING WATER. 4 CONTRACTOR SHALL GUARANTEE SHRUBS FOR 6 MONTHS Af!D TREE MATERIAL FOR 12 MONTHS. 5 LANDSCAPE ARCHITECT SHALL APPROVE PLANT MATERIAL PLACEMENT PRIOR TO INSTALLATION. 6 NO TREES SHALL BE PLANTED CLOSER THAN 5' TO A BUil.DiNG OR ROOF STRUCTURE. NO TREES SHALL BE PLANTED CLOSER THAN 5' TO PAVING OR FREESTANDING WALLS USLESS DIRECTED BY THE LA 7 TREES SHALL NOT BE PLANTED WHERE FUTURE GRO'l'fTH WILL OBVIOUSLY CONFLICT WllH ROOF OVERHANGS. 8 NO SHRUBS SHALL BE PLANTED THAT WILL CREATE A VISUAL OBSTRUCTION TO SIGHT LINI' OF VEHICLE TRAFFIC. 9 TREES PLANTED IN LANDSCAPE AREAS OF LESS THAN 4' IN WIDTH SHALL BE INSTALLED WITH .AN APPROVED ROOT BARRIERS. 10 ANY PLANTING SHOWN ON THE PLANS OR EXISTING IN THE FIELD THAT CONTRADICTS THESE CRITERIA IS TO BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT FOR RESOLUTION. FAILURE TO DO SO MAY RESULT IN THE CONTRACTOR TO REMOVE OR RELOCATE PLANT MATERIAL. AGRONOMIC SOILS REPORT NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ONE (1) AGRONOMIC SOIL TEST AND INSTALL PLANT MATERIAL PER REPORT AND SOIL RECOMMENDATIONS. LOCATION OF TEST TO BE ALONG SEASHORE DR. TREE ROOT BARRIER NOTE: . ,.,., . ------ ROOT BARRIERS ARE REQUIRED WHERE TREES ARE PLANTED LESS THAN FIVE (5) FEET OF SIDEWALK, WALLS, BUILDINGS, STRUCTURES, CURBS, PAVING, PUBLIC IMPROVEMENTS WITHIN R.O.W. (TYP.), WATER, SEWER, STORM DRAIN, ETC. ROOT BARRIER SHALL BE INSTALLED AT HARDSCAPE EDGE WITH PERCOLATION TESTS OR UTILIZE STRUCTURAL SOIL BARRIER SHALL BE THE LENGTH OF THE ULTIMATE CANOPY OF THE TREE. WUCOLS NOTE: ---- WUCOLS, WATER USE CLASSIFICATION OF LANDSCAPE SPECIES, IS A UNIVERSITY OF CALIFORNIA COOPERATIVE EXTENSION PUBLICATION AND IS A GUIDE TO THE WATER NEEDS OF LANDSCAPE PLANTS. PLANTING AREA DRAINAGE NOTE: ______ ,-- ALL PLANTING AREAS TO SLOPE MINIMUM 2% AND TERMINATE INTO AN APPROVED DRAINAGE SYSTEM. SEASHORE DRIVE TREE DEMOLITION KEY: --.,,.., .,..,.. ' I \ , 0 1 I I \ I ' / ...... __ ,.. " I \ ,.-1 EXISTING TREES TO BE PROTECTED-IN-PLACE TOTAL: 3 'i"-.., V I '-"" f,,-7 EXISTING PALMS TO BE PROTECTED.IN-PLACE "':,,,. 0 ""'<..., "---1 l-' TOTAL: 3 f A -...:,,, i,,/ \ I " TOTAL: 6 ECHO 56 PLANTING LEGEND ALL PLANTING SHALL CONSIST OF NATIVE OR NON-NATIVE DROUGHT TOLERANT NON.INVASIVE PLANT SPECIES. ALL PLANTING SHALL PROVIDE 90 PERCENT COVERAGE WITHIN 90 DAYS AND SHALL BE REPEATED IF NECESSARY TO PROVIDE SUCH COVERAGE. ALL PLANTINGS SHALL BE MAINTAINED IN GOOD GROWING CONDITION THROUGHOUT THE LIFE OF THE PROJECT AND WHENEVER NECESSARY, SHALL BE REPLACED WITH NEW PL.ANT MATERIALS THAT MEETS THIS CRITERIA. SYMBOL NAME ----I SIZE ICOMMEl~TS / GROWTH QTY WUCOL'S TREES: 0 METROSIDEROS EXCELSA 4B''BOX IN. 7' HT CANOPY MULTl·TRUNK 20'W x JO'H 2 MEDIUM NEW ZEALAND CHRISTMAS TREE .~ .. -· --4!FBDX·+---------t--. MELA.LEUCA QUINQUENERVIA IN 7' HT MUL Tl-TRUNK PAPERBARK TREE CANOPY I S'W x 25'H 4 LOW PALMS/ACCENT SHRUBS: 48"BOX ALOE BAINES!! IN. 7' HT IOW x 20 H LOW TREE ALOE ---~--CANOPY .. CORDYLINEA~STRAUS'TORBAYDAZZLER' IS GAL. .. ~Wx IO'H 13 LOW CORDYLINE ~---·-------------------.----······-··- TOTAL 48" BOX MITIGATION (I.I REPLACEMENT) TREES: 7 TOTAL TREES REMOVED PER DEMOLITION PLAN: 7 SHRUBS ---· @1 AGAVE 'BLUE FLAME' BLUE FLAME AGAVE ISGAL. 3'Wx 2'H 10 LOW @ ALOE ARBDRESCENS 15 GAL. 4'W x 6H 49 LOW TORCH ALOE MAINTAINED AT 3' H '~ ALOE STRIA TA HYBRID 5 GAL. tWx IH 53 LOW ·-CORAL ALOE HYRBID (fi''i BOUGAINVILLEA 'ROSENKA' 5 GAL SHRUB FORM 124 LOW -..:::/ BOUGAINVILLEA 4Wx2'H -.. ~~~~1:1 CAREXPANSA PLANT 8" O.C. I GAL. TRIANGULAR SPACING 1,616 LOW ,:,,/,0h/ SAND DUNE SEDGE SPREADING x I .5'H .. (~R \ RAPHIOLEPIS 'MAJESTIC BEAUTY' SGAL. 4'Wx4'H 34 MEDIUM I I RAPHIOLEPIS ' , '-....__/ 0 SENECIO SERPENS I GAL. 2"0/ x l'H ISO LOW BLUE CHALK STiCKS ------------ 1'5'} SESLERIA />.UTUMNALIS I GAL. ISWx l.5'H 273 MEDIUM ""' AUTUMN MOOR GRASS --" (w'') WESTRINGiA FRUTICOSA 4'Wx4'H 5 GAL. MAINTAIN .A.S 62 LOW \.....,,/ COAST ROSEMARY INFORMAL HEDGE GROUNDCOYER LEGEND ~I .m~·-· .......... LOOSE DECOMPOSED GRANITE (2" THICK) . . . . . . . . . . SUBMIT SAMPLE TO LA. FOR APPROVAL ...... ~' .. • 0 ........ ' COLOR: CALIFORNIA GOLD .......... . . . . . . . . ~ . ..,_ ALL AVAILABLE THROUGH AGUINAGA FERTILIZER SHRUB t'. I' FOREST FLOOR BARK MULCH (2" THICK) COMPANY (949) 786-9558 OR APPROVED EQUAL AREAS -SUBMIT SAMPLES TO L.A. FOR APPROVAL QUANTITIES NOTE: ... CONTRACTOR TO NOTE THAT THE QUANTITIES ON LEGEND AND PLANT CALLOUTS HAVE BEEN PROVIDED FOR QUICK REFERENCE ONLY. iT IS RECOMMENDED THAT THE CONTRACTOR NOT RELY ON THE ACCURACY OF THESE QUANTITIES AND PROVIDE THEIR OWN PLANT MATERIAL COUNTS AT THE TIME OF PREPARING BID. ANY DISCREPANCY IN THE PLANT QUANTITIES AND SIZES SHOULD BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE LANDSCAPE ARCHITECf. LINE-OF-SIGHT NOTE ALL TREE BRANCHES TO BE TRIMMED TO 8' HT. ABOVE FINISH GRADE. ALL SHRUBS WITHIN LIMITED USE AREA SHALL HAVE A MAXIMUM GROWTH CHARACTERISTIC OF 24" HEIGHT OR LESS. LANDSCAPE GRADING NOTE ALL COMPACTED SOIL MUST BE TILLED TO AT LEAST 6' FINISH SURFACE TO BE 2" BELOW SIDEWALK OR CURB REFERENCE NOTES: FOR PLANTING DETAILS SEE LP.2 FOR PLANTING SPECIFICATIONS SEE LP.3 0 4' 8' 16' NORTH SCALE: 1/8" = I' Issued For: I 0.19.15 I st City Submittal 0 1.21.16 2nd City Submittal 02.22.16 3rd Cit:v Submittal 03.09.16 4th Citv Submittal Revisions: LANDSCAPE /\RCHITECTURE 0 507 30th St. Newport Beach, CA 92663 i®J 949.675.9964 €JD mis-lo.com PROJECT: SEASHORE PUBLIC PARKING LOT #5 5515 RIVER AVENUE LOT l 04, TRACT 3813 w 0:::: NEWPORT BEACH, CA 92663 :J 1-- CLIENT: TAYLOR MORRISON 8105 IRVINE CENTER DR. IRVINE, CA 92618 (949) 833-0222 Stamp: Jot) No.: ------------- O:-awn By: AK -------------- Ccccked By: MS Plan Date: March 9, 2016 Scaie: l/811= I" Title: PLANTING PLAN Sheet No.: u w 1---I ~ <( w 0.. j VJ 0 z ::i l.f') ::j:j,; l-o .....l l:) z ~ 0::: <( 0.. u _,J ca :J !l,. w 0:::: 0 I ~ I.LI VI z 0 VI c:::: c:::: 0 L'. 0::: Plan Status: 0 PERMIT/CONSTRUCTION ~ DOCUMENTS ~ © SHRUB PLANTING LEGEND: 0 WATER BASIN FORMED BY 3" HIGH BERM Q) FINISH GRADE (ROOT BALL 1/2" ABOVE .. FINISH GRADE AFTER SETTLEMENT) (D ROOTBALL © BACKFILL MIX SHALL CONSIST OF 75% NATIVE SOIL, 25% TYPE I SOIL AMENDMENT NOTE: I. PLANT HOLE SHALL BE LARGER if NECESSARY to PERMIT HANDLING and PLANTING without INJURY or BREAKAGE of the ROOT BALL and 2. ROOT SYSTEM PLANT HOLE SIZE SHALL BE TWICE 3, THE CONTAINER DIAMETER NITROLIZED WOOD SHAVINGS Scale: N.T.S. Pl .< A 0 0 0 0 0 0 0 0 X 0 X SQUARE SPACING PLAN SECTION 0 0 0 "j: 1~ 0 0 t \ 0 0 0 0 X TRIANGULAR SPACING LEGEND: 0 MULCH Q) PREPARED PLANT SOIL TO 6" (D SUBGRADE NOTES: I. REFER TO SPECS FOR PREPARED PLANT SOIL DEPTH & PREPARATION 2. REFER TO PLANS FOR SQUARE OR TRIANGULAR SPACING @ SHRUB PLANTING Scale: N.T.S. PLT-GRO PLAN VIEW SECTION ( PREVAILING WIND => LEGEND: (I) TREE STAKES (2 PER TREE) (D TREE TRUNK (D 3" MIN. DEPTH MULCH ©LODGEPOLE PINE TREE STAKES TREATED W/ COPPER NAPTHANATE. 2" CUT OFF BELOW CANOPY (D RUBBER/VINYL CINCH TIE OR APPROVED EQUAL NAILED TO STAKE. LOCATE AT DEFLECTION POINT (4 PER TREE) © TEMPORARY WATER BASIN BERM REMOVE PRIOR TO HYDROSEEDING OR SODDING 0 MULCH (3" MINIMUM DEPTH) ® FINISH GRADE © ROOT BALL @ 18" x 6'-0" ROOT BARRIER INSTALL at ALL TREES PLANTED S' FROM WALLS, HARDSCAPE, ETC. MANUFACTURER BY CENTURY ROOT BARRIERS (800) 480-8084 OR APPROVED EQUAL @ AMENDED BACKFILL @ SUB-GRADE I. TOP OF STAKES SHALL NOT COME IN CONTACT W/ BMNCHES. 2. REFER TO SPECIFICATIONS FOR MULCH, PLANT PIT AND AMENDMENT REQUIREMENTS 3. ALL TREES PLANTED IN TURF SHALL RECEIVE Pl.ll.STIC ARBOR GUARDS. @ TREE PLANTING (DBL. STAKING) Scale: N.T.S. PL T-CST Issued For: I 0.19.15 I st Ciry Submittal 01.21.16 2nd Citv Submittal 02.22.16 3rd Citv Submitl'al 03 .09 .16 4th Citv Submittal Revisions: LANDSCAPE ARCH ITECTUf<E (:) 507 30ih St. Newport Beoch, CA 92663 @ 949.675.9964 CD mjs-la.com PROJECT: SEASHORE PUBLIC PARKING LOT #5 5515 RIVER AVENUE LOT 104, TRACT 3813 LU a::: NEWPORT BEACH, CA 92663 ::> CLIENT: TAYLOR MORRISON 8105 IRVINE CENTER DR. IRVINE, CA 92618 (949) 833-0222 Stamp: Joo No.: Drown By: AK Chec:,ed By: MS Pion Dote: March 9, 2016 Title: PLANTING DETAILS Sheet No.: LP.2 1-u LU I- I u a::: <C LU Cl.. <C u U'l 0 z ~ LI') ~ l-o _J l? z -:-x'. a::: <C l'..l.. u _J co ::J CL 1..1.J a::: 0 T ~ 1..1.J (./) z 0 U'l 0:::: c::: 0 I: 0:::: Pion Status: 0 PERMIT/CONSTRUCTION ~ DOCUMENTS j:::: A. 1. 2- 3, 4, 5. 6, 8, 9, 10. 11. 12, 13, 14. 15. 16, 17. 18, '19. 20. 21, 22. GENERAL NOTES BIDDING: rr SHALL BE THE OWNER'S RESPONSIBILITY IN INVITING AND OBTAINING BIDS, SLlfiNG ITS PROVISIONS AND INSTRUCTIONS TO BIDDERS, SECURING THEIR BONDS AND WORKERS COMPENSATION INSURANCE CERTIFICATES, UC. TO FULLY ENSURE THE QUALITY AND TiMELY COIJPU:TIDN OF THE PROJECT, SCOPE OF 1/iORK: CONTRACTOR SHALL PRC'IIUL ALL LABOR, MATERIALS, EQUIPMLNT ~ND SERVICES NECESSARY TC FURNISH AND INSTALL A COMPLETE .4LL LAlcDSCAPING PER THE DRAWINGS AND SPECl"IED WITHIN, PIAN VERIFICATION: THESE DOCUi11ENTS MAY CONTAIN ERRORS, O~liss,oNS, CONTRADICTIONS, UC. THF CONTRACTOR SHALL REVIEW fall DOCUIAENTS THOROUGHLY AND SHALL NOTIFY THE LANDSCAPE ARCHITECT AND OWNER IMMEDI/\TELY UPON ANY SUCH DISCO\/lRY OF DISCREPANCY. GOVERNING CODES SHALL 11-IEN APPLY. LICENSE: THE CONTRA.CTOR SHALL BE A C-27 CALIFORNIA STATE LICENSED LANDSCA~E CONTRACTOR. ORDINANCES AND REGULATIONS : ALL LANDSCAPE PLANTING WITHIN THESE DRAWINGS AND SPcCIFICATIONS SHALL CONFORM TO ALL APPLICABLE GOVERNING CODES AND ORDINANCES (LOC/1L, COUNTY & STA.TE). PERMns AND INSPECJJONS : THE CONTRACTOR SHALL ·oBJAIN, COORDINATE AND PAY FOR ALL PERMITS, FlLS AND AGENCY INSPECTIONS AS REQUIRED. FIELD ERIFI ATIO : CONTRACTOR SHALL VERIFY ALL DI ENSIONS AND SITE CONDITIONS BEFORE STARTlf!G '//ORK. THE LANDSCAPE ARCHITECT AND OWNER SHALc aE NOTIFIED IMMEDIATELY UPON ANY DISCOVERY OF DISCREPANCIES. IN THE EVEHT THIS NOTIFICATION IS NOT PERFORMED, THE LANDSCAPE CONTRACTOR SHALL ASSU(lE FULL RESPONSIBILITY FDR ANY REVISIONS NECESSARY. I IABI E FOR ENCROACHIAENT: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ENCROACHMENT ONTO ADJACENT PROPERTY, RIGHT-OF-WAYS, EASEMENTS, SET-B/1,CKS_ OR ANY OTHER LEGAL PROPERTY RESTRICflDNS [iTHER MARK~D OR UNM,\RKED. METHODS OF CONSTRUCTI0.1::1: THE CONTRACTOR IS SOLELY RESPONSIBLE FOR fa.LL CONSTRUCTION METHODS, MEANS, SEQUENCES, PRGCFDURES AND TECHNIQUES, THE LANDSCAPE ARCHITECTURAL FIRM IS NOT LIA8LL FOR CONSTRUCTION METHODS. ,;,AFETY: THE CONTR;l,CTOR IS SOLELY RESPONSIBLE FOR 1N177ATING, MAlliTAINING ANO SUPERVISING ALL SAFEJY PRECAUTIONS AND PROGRAMS DURING CONSTRUCTION. UTILnlES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCArlON OF ALL UNDERGRCUND UTILIT:ES, ELECTRICAL CABLES, CONDUITS, AND IRRIGATION UNES PRIOR' ro ANY CONSTRUCTION, SO H-iP.T PROPER PRECAUTIONS ,JAY BE TAKEN NOT TO 01\MAGE SUCH IMPROVE~IENTS, INSURANCE: fHE CDNIWICTOR SHALL OBTAIN (AND KEEP IN FORCE DURING THE PElllOD OF THF CONTRACT) PUBLIC LIABILITY, '//DRKMAN'S cc,,IPENSPJION AND PROPERTY DAMAGE INSURANCE, AS REQUIRED BY ALL ,',PPLICABcE CODES AND REGULATIONS. I iABI E FOR DAMAGE: THE CONTRACTOR SHAU_ BE RESPONSIBLE FOR ANY DAMAGE CAUSED 13Y ITS OPFRATIONS TO UTILITIES lXIS!ING PLANTING, CONSTRUCTION, PERSO'IS, PROPERTY, ETC, AND SHALL PROVIDE PROTECTIVE MEANS TO GUARD AGAINST DAMAGE. COORDINATION: CCNTRACTOR SHA.LL COORDINATE ALL LANDSCAPE CONSTRUCTION '1/ITH APPRCPl,IArE TRADES THROUGH THE 0\VNLR BEFORE STARTING WORK. PI.ANTJNG PLANS: THE PLANTING PLANS ARF GENERALLY DIAGRA~IMATIC AND INDICATIVF OF THE WORK TO BE INSTALLED, THE CONTRACTOR SHALL MAKE MINOR ADJUSTMENTS DURING INSTALLATION TO AvOID CONFLICTS BETWEEN, EXISI ING IRRIGATION, EXISTING PLANTING, ARCHITECTURAL FENURES AND UTILITIES, DIMENSIONS: ALL SCALE DIMcNSIONS /,RE APPR0Xlf-1ATE. WRITTEN DIMENSIDtlS ON DETAILS AND PLANS IAKE PRECEDENCE OYER SCALED DIMENSIONS. Pl ANTING NOTES: SEE GENERAL NOTES_ ON THE DRAWINGS FOR ADDITIO~AL WORK REQl.llflED, BUT NOT SPECIFICALLY MENTIONLD IN THESE SPECIFICATIONS. ALL WORK CALLED FOR ON THE DRAW!NGS BY NOTES SHALL BE FURNISHED AND INSTAL'cED WHt.THcR OR NOT SPECIFICALLY MENTIONUJ IN THE SPECIFICATICNS AND/OR DETAILS, MATERIALS: ALL MATERIALS AND EQUIPMENT SPECIFIED IN , THESE DRAWINGS SHALL BE NEW AND !N PERFECT CONDI I ION OR THE BEST GRADE OF THEIR RESPECTIVE KiNDS WHERE INSTALLED AND SHALL BE INSTAcLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATiONS. SUBSTITUTIONS: DESIGN, MATERIAL, EQUIPMENT AND PRODUCTS OTHER !HAN THOSE DESCRIBED OR INDICATED ON Dl,AWINGS MAY BE CONSIDERED FOR USE. WRITTEN APPROVA.L FOR SUBSTITUTIONS SHALL BE OBTAINED !ROM THE OWNER AND LANDSCAPE ARCHIECT. ALL SUBSTITUTIONS SHALL CONFOi<ll TD LOCAL CODES AND ORDINANCES. ANY FQUIPMENT OR MATER!ALS INSTALLED WITHOUT APPROVAi, BY THE OWNER OR LANDSCAPE ARCHITFCT MAY BE REJECTED AND REMOVED AT CONTRACTOR'S EXPENSE. NOTICE OF coMPLEJJQN: IHE CC~IPLETION OF THE CONTRACT SHALL BF ACCEPTED, AND NOTICE OF COfAPLETICN RECORDED ONLY WHEN THE ENTIRE C,ONTRACl IS COMPLETED TO THE SATISFACTION OF THE OWNERS AUTHOR,ZED REPRESENTATIVE. SITE MAINTENAN.CE: CONTRACTOR SHALL KEEP THE PROJECT SITE CLLAN AND FREE FROM RUBBISH AND DEBRIS. ALL DEBRIS SHALL BE RE:>jovrn FROM SITE P[R LOO.L CODE AND ORDINANCES, f,jAINTENAliCE INSTRUCTJOt,,[S: AT THE CC~1PLETiON OF T~E PROJECT, THE CONTRAC, OR SHALL INSTRUCT THE OWNER S AUTHORIZED REPRESEN IATIVE ON HOW TO PROPERLY MAINTAIN AND CARE FOR LANDSCAPE PLANTIN~S. 23. B. 1. 2. 4, 5. C. 1. 3. 4. 5. 6. 7, GUARANTEE: THE ENTIRE LANDSCAPE INCLUDING ALL WORK DONE UNDER THIS CONTRACT, SHALL BE GUARANTEED AGAINST ALL DEFECTS AND FAULT OF MAlERIAL AND WORKMANSHIP, AND SHALL BE IN PERFECT WORKING ORDER FOR 90 DAYS FROM DATE OF COMPLETION BY THE CONTRACTOR WITHOUT EXPENSE TO THE OWNER. TREES SHALL BE GUARANTEED FOR ONE (1) YEAR. ALL MATERIALS USED SH~.LL CARRY A MANUFACTURER'S GUARANTEE OF MINIMUM ONE ( 1) YEAR, ANY SETTLING OF TREE/SHRUB WELLS WHICH MAY OCCUR DURING THE 90 DAY PERIOD FINAL ACCEPTANCE SHALL BE REP.AIRED TO THE OWNER'S SATISFACTION BY THE CONTRACTOR WITHOUT EXPENSE TO ,HE OWNER -INCLUDING THE COMPLETE RESTORATION OF ALL DAMAGED PLANTING, PAVING OR OTHER liviPROVEMENTS OF ANY KIND, FIELD OBSERVATIONS REQUIRED FIELD OBSERVATION WORK: THESE PLANS WLRE PREPARED WITH THE UNDERSTANDING THAT THE OWNER OF SAID PLANS WILL USE MJS DESIGN GROUP TO PROVIDE 'FULL' CONTRACT SERVICES INCLUDING FIELD OBSERVATION SERVICES DU,~ING CONSTRUCTION. FAILURE TO USE ~IJS DESIGN GROUP TO PROVIDE AND COMPLETE THE FIFLD OBSERVATION SERVICES SET FORTH HEREIN WILL SIGNIFICANTLY :NCREASE THE MISINTERPRETATION OF THE INTENT OF THE DESIGN, ANY UNAUTHORIZED MODIFICATIONS THERETO, AND FAILURE TO DFTECT ERRORS AND OMISSIONS IN THE PLANS AND SPECIFICATIONS CAN BECOME COSTLY MISTAKES BUIU INTO THE PROJECT. THEREFORE, IN THE EVENT THAT MJS DESIGN GROUP IS OTHERWISE PRECLUDED FROfJ COMPLETING THE FIELD OBSERVATION SERVICES SET FORTH HEREIN, THE OWNER, OR SUBSEQUENT DWNER (iNDIYIDUALS OR CORPORATIONS 1/1110 HAVE PURCHASED THESE PLANS WITH THE PROJECT), AGREES TD HOLD HARMLESS, INDEMNIFY, AND DEFEND PRDFESSIONAL DESIGN ASSOCIATES ANu THEIR CONSULTANTS FROM AND AGAINST ANY AND A.LL CLAIMS, FIELD OBSERVATION COORDINATION: THE FOLLOWING OBSERVATIONS SHALL BE INITIATED BY THE CONTRACTOR AND COORDINATED THROUGH THE OWNER (JOB SUPERINTENDENT). THE CONTRACTOR SHALL NOTIFY THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT NOT LESS 11-IAN FORTY-EIGHT ( 48) HOURS IN ADVANCE OF ANY 03SERVATION. CONTINUED WORK WITHOUT OBSERVATION OF ANY REQUIRED CHANGES DR MODIFICATIONS TO BE AT THE CONTRACTOR'S EXPENSE. THE OWNER (JOB SUPERINTENDENT) SHALL INFORM 11-\E LANDSCAPE ARCHITECT AS TO THE PURPOSE AND TIME OF THE OBSERVATION FORTY- EIGHT (48) HOURS IN ADVl'NCE. CLOSING OF NOT INSPECTED WOl;K THE CONTRACTOR SHALL NOT ALLOW NOR CAUSE ANY OF THE WORK TO BE COVERED OR ENCLOSED UNTIL IT HAS BEEN INSPECTED, TESTED AND ~.PPROVED BY THE CONSULTING ENGINEER CR AUTHORIZED REPRESENTATIVE AND/OR GOVERNMENTAL AUTHORITY HAVING JURISDICTION OVER THE WORK. SHOULD ANY OF THE WORK BE ENCLOSED OR COVERED BEFORE SUCH INSPECTION AND TEST HE SHALL UNCOVER HIS WORK AT HIS OWN EXPENSE, AFTER IT HAS BEEN INSPECTED, TESTED AND APPROVED, THE CONTRACTOR SHALL MAKE ALL REPAIRS NECESSARY TO THE OWNER'S SATISFACTION. JOB S!Tf MEFTJNGS AND REQUIRED INSPECTIONS: A. PRE-JOB MEEflNC ON SITE-PRIOR TO COMMENCEMENT OF WORK B. DURING SOIi. PREPARATION C. AT colvlPLETION OF SOIL PREPARATION D. coMPLETiON OF WEED CONTROL ~ PLANT MATEl'<IAL INSPECTION C GRADING CHECK PRIOR TO GROUND COVER C. G. PROGRESS/INSTALLATION INSPECTION H. C0!\4PLETION OF PLA.~NG I. 30, 60, & 90-DAY INTENANCE INSPECTIONS COMPLIETON: 'I/ORK SHALL llL COMPLETED UPON FINAL APPROVAL BY OWNER AND LANDSCAPE ARCHITECT. A FINAL INSPECTION SHALL BE HELD IJPON THE COMPLETION OF THE WORK PROVIDING THE CONTRACTOR HAS COMPLETED THE INSTALLATION OF ALL PHASES OF THE CONTRACT ANO CONFOR~IED TD ALL REQUIREMENTS OF T'1ESE SPEC'.FICATIDNS, MATERIAL NOTES GENERAL: THE FOLLOWING LIST COMPRISES THF PRINCIPLE MATERIALS BUT DOES NDT SET THE LIMITATION FOR MATERIALS REQUIRED, IT SHALL BE UP TO THE CONTRACTOR TO SHOW THAT AMPLE QUANTIT1ES OF THE REQUIRED MATCRIALS '//FRE USED AND INSTALLED IN .ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS. SCOPE OF WORK: WORK SHALL CONSIST OF FURNISH:NG ALL h1ATERIALS, SERVICES AND EQUIPMENT NECESSARY TO COMPLETELY INSTALL ALL LANDSCAPE WORK AS INDICATED ON THC: DRAWINGS AND HEREIN SPECIFIED. PU.NT \4ATERIALS: ALL PLANTS SHALL BE HEALTHY, WEcL t.STABLISHED NURSERY SIOCK, FREE FROM INSECTS AND THEIR EGGS AND DISEASES. PLANTS SHALL BE FURNISHED IN THE QUANTITIES REQUIRED TO COMPLETE THE WORK AS INDICATED ON THE DRAWINGS ANO SHALL BE OF THE SPECIES AND SIZES INDICATED ON THE PLANT LIST. ALL PLANTS SHALL BE INSPECTED AND 1\PPROVED PRIOR TO PLANTING, RE,IECJJQN OF Pl ANT OOERIAI : THE OWNER OR U,NDSCAPE ARCHITECT MAY REJECT ANY PLANT MATERIAL REGARDED AS UNSUITABLE AT ANY TIME AT NO ADDITIONAL COST TO THE OWNER. HANDLING/STORAGE: .ALL PLANTS SHALL BE HANDLED AND STORED SO THEY ARE ADEQUATELY PROTECTED FROM DRYING OUT, SUN, WIND BURN, VANDALISM OR ANY OTHER INJURY, TREE TAGGING: ALL SPECIMEN TREES CALLED OUT ON PLAN TO BE TAGGED SHALL BE SELECTED BY LANDSCAPE ARCHITECT. TREE STAKES AND GUYS: TREE STAKES SHALL BE SCH 40 NON-TREDDEO GALVANIZED PIPE. FURNISH AN~ INSTALL AS INDICATED ON DETAILS, TREE TIES: SHALL B~ FLEXIBLE NON-DETEl"ORATING SELF FASTENING BLACK VINYL TREE TIES OF 'fHE SIZES REQUiRED TO PROPERLY SUPPORT TREES, "CINCH TIES" OR EQUAL 9. 10, 11, 12. 13, 14. i 5. 16. 17. D. 1. 2. 3, 4. 5. 6, 7. 8. 9, E. 1, 2. 3, ROOT BARRIERS: CONTRACTOR SHALL INSTALL APPROVED ROOT BARRIERS ON ALL TREES WITHIN FIVE (5) FEET OF HARDSCAPE, STRUCTURES, ETC. .sQ!l: SOD VARIETY SHALL BE PER PLANS. SOD SHALL BE SUPPLIED BY PACIFIC SOD OR APPROVED EQUAL, PURCHASED FROM A RECOGNIZED TURF NURSERY, FIRST QUALITY, FRESH AND CLEAN, AGRIFORM PLANTING TABLEfS: SHALL BE 20-10-5 ANALYSIS PROLONGED RELEASE NITROGEN. 1 PER 1 GALLON, 2 PER 5 GALLON, 4 PER 15 GALLON, AND 6 PER BOX FOR SPECIMENS LARGER THAN 15 GALLON OR PER DRAWINGS. coMMERICAI FERTlllZER: SHALL BEAR THE MANUFACTURER'S GUARANTEED STATEMENT OF ANALYSIS ND SHALL BE CONTROLLED RELEASE TYPE FERTILIZER WITH THE FOLLOWING MINIMUM REQURIEMENTS: 16% NITROGEN -7% PHOSPHORIC ACID -12% POTASH ( + IRON) REDWOOD SHAVINGS: SHALL BE PURE REDWOOD SAWDUST AND SHAVINGS OR NITROGEN FORTIFIED FIR RESULTING FROM MILLING OPERATIONS AND SHALL NOT CONTAIN STICKS, BLOCKS OF WOOD, OR OTHER FOREIGN MATTER, SOURCES OF SHAVINGS SHALL BE APPROVED BY LANDSCAPE ARCHITECT, SOIL SULFUR: STANDARD COMMERCIAL SRAND, GUARANTEED ANALYSIS OF 99% SULFUR (EXPRESSED AS ELEMENTAL) SUPPLIED IN UNOPENED BAGS WITH ANALYSIS ATTACHED. BONE lviEAI: SHALL BE FINE GROUND, STEAMED, DRY MATERIAL WITH A MINIMUM ANA,LYSIS OF 1% NITROGEN -30% PHOSPHORIC ACID -69,5% UNDILUTED BONE. SAl,1Pl ES: SAMPLES OF REDWOOD SHAVINGS, STEER ~IANURE, FERTILIZER AND SEED SHALL BE SUBMITTED FOR APPROVAL AND SHALL BE STORED ON THE SITE UNTIL FURNISHING OF MATERIALS IS COMPLETED. CERTIFICATES: CERTIFICATES FOR EACH DELIVERY OF BULK MArERIAL SHALL BE FURNISHED TO THE LANDSCAPE ARCHITECT BY THE CONTRACTOR. CERTIFICATES SHALL STATE THE SOURCE, QUANTITY AND TYPE OF MATERIAL AND DATE AND ADDRESS OF lHE LOCATIONS IT WAS DELIVERED TO. LANDSCAPE GRADING NOTES SITE PREPARATION: THE CONTRACTOR SHALL REMOVE ALL WEEDS, ROCKS, DEBRIS, AND OTHER EXTRANEOUS f~ATERIALS FROM THE JOB SITE PRIOR TO PROCEEDING W!TH ANY WORK. SOIL PREPARATIObl: ALL SOIL PREPARATION SHALL BE INSTALLED AS PER THE SOIL AGRONOMY REPORT TO BE PROVIDED AND PAID FOR BY THE OWNER. SOILS REPORT SHALL CONTAIN FULL SOIL AMENDMENT RECOMMENDATIONS. THE REPORT SHALL BE IMMEDIATELY FORWARDED TO THE LANDSCAPE ARCHITECT UPON C0(1PLETION. SOIL AMENDMENTS: THE SOIL AMENDMENTS SPECIFIED ARE FOR BIDDING PURPOSES ONLY, THE OWNER SHALL PROVIDE FOR A SOILS AGRONOMY REPORT FROM AN APPROVE[) SOILS LABORATORY AND/OR ANY ADDITIONAL SPECIFIC/ITION PROVIDED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTAtLAT.ION OF PLANT MATERIALS, CULTIVATION DEPTH: ALL LANDSCAPE AREAS SHALL BE CULTIVATED TO A DEPTH OP .6.~. Al,jENDl,jENT i,11X: INCORPORATE THE .FOLLO\Vll'lG SOIL AMENDMENTS, OR PER SOILS REPORT, IN THE UPPER 6" OF ALL TILLING OR DISKING UNTIL. ALL POC_KETS AND LAYERS OF SOIL AND SOIL CONOIT10NERS ARE ELIMINATED. REDWOOD SHAVINGS COMMERCIAL FERTI LIZFR GYPSUi~ 6 YARDS PER 1000 SQ, FT. 20 LBS, PER 1000 SQ. FT. 100 LBS, PER 1000 SQ, FT. .ElliJSJ:j GRADE: FINISH GRADES SHALL BE THOSE INDICATED ON TIIE DRAWINGS OR AS MAY BE CONTROLLED BY EXISTING INSTALLATIONS. GRADES NOT OTHERWISE INDICATED SHALL BE UNIFORM. STRAIGHT LEVELS 8ff\\lEEN POINTS WHERE ELEVATIONS ARE DETERMINED, FINISH GRADES Si'ALL BE SMOOTH ANO EVEN OF A UNIFOisM PLANE WITH AN ABRUPT CHANGES IN THE SURFACE. M_II\IOR ~AODELING OF_ THE GROUND SURIACE ,iAY BE RFDUIRED. GRADES SHALL PROVIDE FOR THE NATURAL RUN-OFF OF WATER WITHOUT LO'/! SPOTS OR POCKETS. FLOW LINES ___ SHALL BE SET BY INSTRUMENT AND SHALL BE THE MAXIMUM GRADIENT POSSIBLE. DRAINAGE: TH.E. C::ONTRACTOR SHALL BE RESPONSIBLE FOR POSITIVE DRAINAGE IN ALL PLANTING,AREAS IN ACCORDANCE WITH THE PLANS, DETAILS AND SPECIFICATIONS OR AS SPECIFIED BY THE OWNER. FINISH GRADE AT TURF AREAS: FINIS~ GRADE OF ALL TURF ARF.AS SHALL BE ONE INCH BELOW THE GRADE OF ADJACENT WALKS, PAVEMENTS, CURBS, ETC. FINISH GRADE AT SHRUB AREAS: FINISH GRADE OF ALL SHRUBBERY AND GROUND COVER AREAS SHALL BE TWO INCHES BELOW THE GRADE OF ADJACENT WALKS, PAVEMENTS, CURBS, ETC,, EXCEPT WHERE WATER FLOWS ACROSS SAME. TREE AND PLANTING SHRUB NOTES PLANT DEPTH: PLANT ALL PLANTS AT THEIR NATURAL GROWING DEPTH PER DETAIL, IN THE LOCATIONS SHOWN ON THE DRAWINGS. EXCAVATED PITS: EXCAVftTE PITS WITH SQUARE AND VERTICAL SIDES, 2 TIMES THE DIAMETER, AND 12" GREATER IN DEPTH THAN THE SIZE OF THE PLANT CONTAINER. BACKFILL MIXTURE: BACKFlLIL TD BOTTOM _DF ROOT BALL WITH PREPARED BACKFILL MIXTURE, TAP FIRMLY, SET PLANT IN CENTER OF PIT IN A VERTICAL POSl1JON, CROWN .LEVEL WITH FINISH GRADE. BACKFILL BALANCE OF PIT, WITH THE FOLLOWING PREPARED MIXTURE OR PER SOILS REPORT: 10 PARTS TOP SOIL 5 PARTS REDWOOD SHAVINGS 1/4 LB. BONE MEAL AGRIFORLl PLANT TABLETS, 1 PER GALLON, 2 PER 5 GALLON, 4 PER 15 GALLON, AND 6 PER BOX FOR SPECIMENS LARGER THAN 15 GALLON. 4, TREE I OCAJIONS: TREE LOCATIONS TAKE PRECEDENCE OVER IRRIGATION LINt.S, CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS AS NECESSARY. 5. WATER BASIN: CONSTRUCT A SIX INCH DEEP WATER BASIN, MULCH WITH A T'/10 INCH LAYER OF REDWOOD SHAVINGS, ,AND WATER THOROUGHLY, BACKFILLING '/IITH ADDITIONAL MIX WHERE VOIDS APPEAR 6. TREE STAKES: ALL NURSERY STAKES SHALL BE REMOVED AND ALL TREES SHALL BE INST~,LLED WITH SCH 40 STAKES DRIVEN 3 FEET INTO THE GROUND. TREE STAKES SHALL NOT PIEf!CE THE RODTBALL fa.ND NOT INJURE TREE ROOTS, SEE TREE PLANTING OFTAILS. 7. 'IREE TIES: TREE TIES SHA:_L BE FASTENED TO THE TREE AND STAKE BY LOOPING THF TES IN FIGURE s's WITH THE INSIDE OF THE TREE TRUNK. FASTEN TIE TO THE STAKE WITH ONE GALVANIZED ROOFING NAIL. 8. DEFECTS: ALL DEFECTS IN TREE AND SHRUB PLANTING SHALL l.1E CORRECTED THROUGH THE GUARANTEE FER!OD SPECIFIED tiEl<EIN AT THE CONTRACTOR'S EXPENSE TO THE 'SAi'ISFACTION OF THE OWNER, F. VINE PLANTING NOTES 1. ~~NERAI: ALL VINES SHALL BE PLANTED PER THE VINE "LANTING DETAIL, AND THE WOOD SUPPORT STf,KE SHALL BE QM,EFULLY REMOVED WITHOUT DAMAGE TO THE ROOTBALL. 2, .l\rQOD FENCES VINES ATT,',CHED TO WOOD FENCES SHAU. 8E SECUR~D \V!Tli GALVAN!ZED NAILS OR GALVAN!ZED EYE llCl,EWS AND HEAVY DUTY VINE TIES, 3. MASONRY 1/iALLS ON MASONRY WALLS ATTACH '1/ITH t\OHESIVE TYPE VINE SUPPORTS '/IITH SILICONE ADHESIVE OR GALVANIZED EYE SCRE'//S AND WIRE (PER DETAIL), ATTACH ViNE WITH HEAVY DUTY VINE TIES G~ GROUNDCOVER PLANTING 1, GENERAL: ALL GROUNDCOVER AREAS NOTED ON PLANS SHALL BE PLANTED WiTH ROOTED CUTTING FROM FLATS, PLANT CONTINUOUSLY U~DER TREES AND SHRUBS AT THE SPACING INDICATED PER PLANS 2. SPACING: INSTALL PLANS IN AREAS AND TD SPACNG AS SHOWN ON THE DRAWINGS IN EVENLY TRIANGULAR SPACED ROWS, 3, EXCAVATE PITS: EXCAVATE PITS A MINIMUM 3" x 4" WITH SUFFICIENT DEPTH TO ALLOW ROOT SYSTEM TO HANG FREE IN 1°1L PLACE EACH PLANT AT TS NATURAL GROWING DEPTH AND FIRM SOIL AROUND BASE OF PLANT WITHOUT PIUl,G AT CROWN. 4, WATERING: WATER THOROUGHLY AFTFR SUFFICIE'-IT AREA HAS BEEN PLANTED, ANY PLANTINGS SHOWING EVIDENCE OF LJRYING OUT OR BADLY l'/ILTING WILL NDT BE ACCEPTED. 5. PRE-EMERGENT: APPLY TREFLAN OR APPROVED PRE- EMERGENT IMMEDIATELY AFTER Pl.ANTING TC ALL GROUNDCOYER A.REAS. HYDROSEEDED AREAS NOT INCLUDED. 6. DfEf&IS: ALL DEFECTS II~ GROUNDCOVER PLANTING H. 1. 2. 3. 4. SHALL BE CORRECTED THROUGH THE GUARANTEE PERIOD SPECIFIED HEREIN A7 THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. SLOPE PLANTING NOTES GENERAL: THE OWNER SHALL HAVE A SOIL ANALYSIS MADE AFTER COMPLETION OF THE ROUGH GRADING. THE CONTRACTOR SHALL 11,CORPORATE ALL SOIL AMENDMENTS AND FERTILIZERS PRLSCRIBED PLR SOIL AGRONO(h REPORI THE SOIL PREPARATION SPECIFIED BELOW SHALL BE ADJUSTED ACCORDINGLY TO THE ANALYSIS, SL PPE TEXJIJRING (ClfT SlOPES) BE ROUGHENED IN 1, HORIZON, AL DIRECTION FOLLOWING THE CONTOUR OF THE SLOPE, THE ROUGHENED TEXTURE SHALL BE MADE BY HAND RAK"JG OR SIMILAR MECHANICAL MEANS, SLOPE TEXTURING (FILL SLOPES) BE COMPACTED AND FINISHED AND ALSO ROUGHENED IN A HORIZONTAL DIRECTION FOLLOWING THE CONTOUR Oc THE SLOPES, THE ROUGH::NED TFXTURE SHALL BF \1AOE BY HAND RAKING OR SIMILAR MECHANICAL MEANS, WEED ERADICATION PROCEDURES A. MANUALLY REMOVE ALL EXISTING VEGETATION .Af)D DISPOSE OF IT OFF SITE IN' A SUITABLE Al,O LA'//FUL MANNER. 8. FERTILIZE ALL PLANTING AREAS WITH FERTIUZER BASED ON SOIL LAB'S RECOMMENDATIONS. (SEE PLANTING DETAIL SHEET), ADD ANY AND A.LL SOIL AMENDMENTS AS REQUIRED, PER THE SOIL ANALYSIS. BEGIN '/IATERING PROCESS TD ACTIVATE FERTILIZER AND ,\CDTI\IE CHEMICALS, C. WATER ALL PLAN'ING AREAS THOROUGHLY AND CONTINUOUSLY FOR A PERIOD OF T'/IC (2) CONSECUTNE WEEKS. THE LANDSCAPE ,',RCHITECT SHALL APPROVE S0 ECIFiC WATERING DURATION AND FREQUENCY PROGRAM DESIGNED TO GERMINPJE ALL RESIDUAL WEED SEEDS. D. DISCONTINUE VIAERING PROCESS FOR lWO (2) DAYS, THEN APPLY 'ROUND-UP' TO THE SLOPES PEfi THE PEST CONTROL ADVISOR'S RECOMMFNDATIONS. 1,0 WATER SHALL BE ,\PPLIED ,OR A MINIMUf.l OF FOUR (4) DAYS FOLLOWING APPLICATION DF COl,TACT WEED KILLER E. ALLOW SUFFICIENT PERIOD OF m)E TO ENSURE THAT AL'_ WEEDS A.RE DEAD. 11EPEAT THE ABOVL PROCEDURE AS MANY TIMES AS NECESSARY TO ACHIEVE A WEED-FREE CONDITION. F. CLEAR ALL DESICCATED WEFDS FROM THF SLOPES TO THE FINISHED G.'s/,DE. 5, 1/iATERJNG: WATER ALL PL~NTING AREAS THOROUGHLY AND CONTINUOUSLY FOR THREE (3) CONSECUTIVE DAYS TO S.ATUR/\TE UPPER LMERS OF SOil. PR 10R TO PL.ANTING. 5. PLANTING: PLANT mEES AND SHRUBS ft,S CALLED FOR WHERE INDICATED ON PLANTING PLAN AND AS DUAILED ON PLANTING DETAIL SHEET, SUBSTITUT!ONS OF PL~NTS WILL NOT BE ACCFPTED UNLESS APPROVED BY LANDSCAPE ARCHITECL INSTALL AGRI-FORM PLANTING TABLETS />S CALLED FOR IN LEGEND, PLANT ALL CONTANER GROWN PLANTS IN PLANTING PITS n¥o (2) TIMES WIDER AND TWO (2) TIMES DEEPER THAN THE CONTAINER, THOROUGHLY MIX THL SPECIFIED MATERIALS FOUND IN THE SOIL ANALYSIS REPORT AND THOSE SPECIFIED ON THE PLAN!ING DETAIL SHEET, WITH THE SITE SOIL, PRIOR TO BACKFILLiNG OF PLANTING PITS. 7. DEFECTS: ALL DEFEC IS IN SLOPE PLANTING SHALL BE CORRECTED THROUGH THE GUARANTEE PlRIOD SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO THF SATISFACTION OF' THE OWNER. NOTES Issued For·: I 0.19.15 I st City Submittal 0 i .2 i .16 2nd City Submittal 02.22,16 3rdCltySubmittal 03,09, 16 4th City Submittal Revisions: LANDSCAPE ARCHITECTURE (:) 507 30th St. Newport Beach, CA 92663 © 949.675,9964 Q mjs-la.com PROJECT, SEASHORE PUBLIC PARKING LOT #5 5515 RIVER AVENUE LOT 104, TRACT 3813 NEWPORT BEACH, CA 92663 CLIENT: TAYLOR MORRISON 8105 IRVINE CENTER DR. IRVINE, CA 92618 (949) 833-0222 Stamp: Job No., '.;, 03-09-16 / L,o-. -1 //,-::---:-, Op Drown By: AK Checked 2.y: MS Plan Dote: March 9, 2016 Scale: 1/8":-::, I" Title: PLANTING SPECIFICATIONS Sheet No.: LP.3 Plan Status: PERMIT/CONSTRUCTION DOCUMENTS I..U 0::: ::, 1-u LU I- I u 0::: <( w a.. <( u VJ 0 z :'.S Lf'l ~ l-o .J l? z :::.c.: a::: <( a.. u _j ca ::, CL w a::: 0 I ~ w Vl z 0 Vl a::: 0::: 0 ~ 0::: 0 _J ~ I- GENERAL NOTES 1. ALL WORK SHALL CONFORM TO CHAPTER 15 OF THE NEWPORT BEACH MUNICIPAL CODE (NBMC), THE PROJECT SOll.S REPORT AND SPECIAL REQUIREMENTS OF THE PERMIT. 2. DUST SHALL BE CONTROLLED BY WATERING AND/OR DUST PALLIATIVE. 3. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE DURING THE CONSTRUCTION PERIOD. 4. WORK HOURS ARE LIMITED FROM 7:00AM TO 6:30PM MONDAY THRU FRIDAY; 8:00AM TD 6:00PM SATURDAY; AND NO WORK ON SUNDAYS AND HOLIDAYS PER SECTION 10-28 OF THE NBMC. 5. NOISE, EXCAVATION, DELIVERY AND REMOVAL SHALL BE CONTROLLED PER SECTION 10-28 OF THE NBMC. 6. THE STAMPED SET OF APPROVED PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. 7. PERMITTEE AND CONTRACTOR ARE RESPONSIBl£ FOR LOCATING AND PROTECTING UTILITIES. 8. APPROVED SHORING, DRAINAGE PROVISIONS AND PROTECTIVE MEASURES MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING OPERATION. 9. CESSPOOLS AND SEPTIC TANKS SHALL BE ABANDONED IN COMPLIANCE WITH THE UNIFORM PLUMBING CODE AND APPROVED BY THE BUILDING OFFICIAL 10. HAUL ROUTES FOR IMPORT OR EXPORT OF MATERIALS SHALL BE APPROVED BY THE CllY TRAFFC ENGINEER AND PROCEDURES SHALL CONFORM WITH CHAPTER 15 OF THE NBMC. 11. POSITIVE DRAINAGE SHALL BE MAINTAINED AWAY FROM ALL BUILDING AND SLOPE AREAS. 12. FAILURE TO REQUEST INSPECTIONS AND/OR HAVE REMOVABI.£ EROSION CONTROL DEVICES ON-SITE AT THE APPROPRIATE TIMES SHAUL RESULT IN A "STOP WORK' ORDER. 13. AUL PLASTIC DRAINAGE PIPES SHALL CONSIST OF PVC OR ABS PLASTIC SCHEDULE 40 OR SOR 35 OR ADS 30DO WITH GLUED JOINTS. 14. NO PAINT, PLASTER, CEMENT, SOIL, MORTAR OR OTHER RESIDUE SHALL BE ALLOWED TO ENTER STREETS, CURBS, GUTTERS OR STORM DRAINS. ALL MATERIAL AND WASTE SHALL BE REMOVED FROM THE SITE. 15. ISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOES NOT RELIEVE APPLICANTS OF LEGAL REQUIREMENTS TO OBSERVE COVENANTS, CONDITIONS AND RESTRICTIONS WHICH MAY BE RECORDED AGAINST THE PROPERTY OR TO OBTAIN PLANS. YOU SHOULD CONTACT YOUR COMMUNllY ASSOCIATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT. EROSION CONTROL 1. TEMPORARY EROSION CONTROL PLANS ARE REQUIRED FROM OCTOBER 15 TO MAY 15. 2. EROSION CONTROL DEVICES SHAUL BE AVAILABI.£ ON-SITE BETWEEN OCTOBER 15 AND MAY 15. 3. BETWEEN OCTOBER 15 AND MAY 15, EROSION CONTROL MEASURES SHALL BE IN PU.CE AT THE END OF EACH WORKING DAY WHENEVER THE FIVE -DAY PROBABILITY OF RAIN EXCEEDS 30 PERCENT. DURING THE REMAINDER OF THE YEAR, THEY SHALL BE IN PLACE AT THE END OF THE WORKDAY, WHENEVER THE DIIILY RAINFALL PROBABILITY EXCEEDS 50 PERCENT. 4. TEMPORARY DESILTING BASINS, WHEN REQUIRED, SHALL BE INSTAULED AND MAINTAINED FOR THE DURATION OF THE PROJECT. REQUIRED INSPECTIONS 1. A PRE-GRADING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF GRADING WITH THE FOULOWING PEOPLE PRESENT: OWNER, GRADING CONTRACTOR, DESIGN CML ENGINEER, SOILS ENGINEER, GEOLOGIST, CITY BUILDING INSPECTOR OR THEIR REPRESENTATIVES. REQUIRED FIELD INSPECTIONS WILL BE OUTLINED AT THE MEETING. 2. A PRE-PAVING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF THE SUB-GRADE PREPARATION FOR THE PAVING WITH THE FOLLOWING PEOPLE PRESENT: OWNER, PAVING CONTRACTORS, DESIGN CML ENGINEER, SOILS ENGINEER, CllY BUILDING INSPECTOR OR THEIR REPRESENTATIVES. REQUIRED FIELD INSPECTIONS WILL BE OUTLINED AT THE MEEflNG. GRADING FlUS/CUTS 1. GRADED SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL 2. FlLL SLOPES SHALL BE COMPACTED TO NO LESS THAN 90 PERCENT RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. 3. ALL FILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90 PERCENT RELATNE COMPACTION AS DETERMINED BY ASTM TEST METHOD 1557, AND APPROVED BY THE SOILS ENGINEER. COMPACTION TESTS SHALL BE PERFORMED APPROXIMATELY EVERY TWO FEET IN VERTICAL HEIGHT AND OF sumclENT QUANTITY TO ATTEST TO THE OVERALL COMPACTION EFFORT APPLIED TO THE FILL AREAS. 4. AREAS TO RECEIVE FIUL SHALL BE CLEARED OF ALL VEGETATION AND DEBRIS, SCARIFIED AND APPROVED BY THE SOILS ENGINEER PRIOR TO PLACING OF THE FILL 5. FILLS SHALL BE KEYED OR BENCHED INTO COMPETENT MATERIAL. 6. ALL EXISTING FILLS SHALL BE APPROVED BY THE SOLS ENGINEER DR REMOVED BEFORE ANY ADDITIONAL FILLS ARE ADDED. 7. ANY EXISTING IRRIGATION LINES AND CISTERNS SHALL BE REMOVED OR CRUSHED IN PLACE AND BACKFILLED AND APPROVED BY THE SOILS ENGINEER. 8. THE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL, AFTER CLEARING AND PRIOR TO THE PLACEMENT OF FILL IN CANYONS, INSPECT EACH CANYON FOR AREAS OF ADVERSE STABILITY AND DETERMINE THE PRESENCE OF, OR POSSIBILITY OF FUTURE ACCUMULATION OF, SUBSURFACE WATER OR SPRING FLOW. IF NEEDED, DRAINS WILL BE DESIGNED AND CONSTRUCTED PRIOR TO THE PLACEMENT OF FILL IN EACH RESPECTIVE CANYON. PRECISE GRADING PLAN FOR 9. THE EXACT LOC/\TION OF 1HE SUBDRAINS SHALL BE SURVEYED IN THE FIELD FOR LINE AND GRADE. 10. ALL TRENCH BACKFILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90 PERCENT RELATIVE COMPACTION, AND APPROVED BY THE SOILS ENGINEER. THE BUILDING DEPARTMENT MAY REQUIRE CORING OF CONCRETE FLAT WORK PLACED OVER UNTESTED BACKrll.LS TO FACILITATE TESTING. SEASHORE PUBLIC PARKING 11. THE STOCKPILING ()F EXCESS MATERIAL SHALL BE APPROVED BY THE BUILDING D(i'ARTMENT. 12. LANDSCAPING OF ALL SLOPES AND PADS SHALL BE IN ACCORDANCE WITH CHAPTER 15 Of 1HE NBMC. 13. ALL CUT SLOPES SHAUL BE INVESTIGATED BOTH DURING AND AFTER GRADING BY AN ENGINEERING GEOLOGIST TO DETERMINE IF ANY STABILITY PROBLEM EXISTS. SHOULD EXCAVATION DISCLOSE ANY GEOLOGICAL HAZARDS, THE ENGINEERING GEOLOGIST SHALL RECOMMEND AND SUBMIT NECESSARY TREATMENT TO THE BUILDING DEPARTMENT FOR APPROVAL. 14. WHERE SUPPORT OR BUTTRESSING OF CUT AND NATURAL SLOPES IS DETERMINED TO BE NECESSARY BY THE ENGINEERING GEOLOGIST AND SOILS ENGINEER, THE SOILS ENGINEER WILL OBTAIN APPROVAL OF DESIGN, LOCATION AND CALCULATIONS FROM THE BUILDING DEPARTMENT PRIOR TO CONSTRUCTION. 15. THE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL INSPECT AND TEST THE CONSTRUCTION Of ALL BUTTRESS FILLS AND ATTEST TO THE STABILITY OF THE SLOPE AND ADJACENT STRUCTURES UPON COMPLEflON. 16. WHEN CUT PADS ARE BROUGHT TO NEAR GRADE THE ENGINEERING GEOLOGIST SHALL DEfERMINE IF THE BEDROCK IS EXTENSIVELY FRACl\JRED OR FAULTED AND WIUL READILY TRANSMIT WA1ER. If CONSIDERED NECESSARY BY THE ENGINEERING GEOLOGIST AND SOILS ENGINEER, A COMPACTED FILL BLANKET WIUL BE PLACED. 17. THE ENGINEERING GEOLOGIST SHALL PERFORM PERIODIC INSPECTIONS DURING GRADING. 18. NCTIFICATION OF l>IONCOMPUANCE: IF, IN THE COURSE OF FULFILLING THEIR RESPONSIBILITY, THE CML ENGINEER, THE SOILS ENGINEER, THE ENGINEERING GEOLOGIST, OR THE TESTING AGENCY FINDS THAT THE WORK IS NOT BEING DONE IN CCNFORMANCE WITH THE APPROVED GRADING PLANS, THE DISCREPANCIES SHAUL BE REPORTED IMMEDIATELY IN WRITING TO THE PERSON IN CHARGE OF THE GRADING WORK AND TO THE BUILDING INSPECTOR. RECOMMENDATIONS FOR CORRECTNE MEASURES, IF NECESSARY, SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT FOR APPROVAL. DOCUMENTATION 1. AN AS-BUILT GRADING PLAN SHAUL BE PREPARED BY THE CIVIL ENGINEER INCLUDING ORIGINAL GROUND SURFACE ELEVATIONS, AS GRADED GROUND SURFACE ELEVATIONS. LOT DRAINAGE PATTERNS AND LOCATIONS, AND ELEVATIONS OF All SURFACE AND SUBSURFACE DRAINAGE FACILITIES. HE/sHE SHAUL PROVIDE WRITTEN APPROVAL THAT THE WORK WAS DONE IN ACCORDANCE WITH THE FINAL APPROVED GRADING PLAN AND STATE THE NUMBER OF YARDS OF CUT AND/OR FILI. MOVED DURING THE OPERATION. 2. A SOILS GRADING REPORT PREPARED BY THE SOILS ENGINEER, INCLUDING LOCATIONS AND ELEVATION OF FIELD DENSllY TESTS. SUMMARIES OF FIELD AND LABORATORY RESULTS AND OTHER SUBSTANTIATED DATA AND COMMENTS ON ANY CHANGES MADE DURING GRADING AND THEIR EFFECT ON THE RECOMMENDATIONS MADE IN THE SOILS ENGINEERING INVESTIGATION REPORT. HE SHALL PROVIDE WRITTEN APPROVAL N:, TO THE ADEQUACY OF THE SITE FOR THE INTENDED USE AND COMPLETION OF WORK IN ACCORDANCE WITH THE JOB SPECIFICATIONS. 3. A GEOLOGIC GRADING REPORT PREPARED BY THE ENGINEERING GEOLOGIST, INCLUDING A FINAL DESCRIPTION OF THE GEOLOGY OF THE SITE, INCLUDING mt NEW INFORMATION DISCLOSED DURING THE GRAIJING AND THE EFFECT OF SAME ON RECOMMENDATIONS INCORPORATED IN THE APPROVED GRADING PU.N. HE/SHE SHALL PROVIDE WRITTEN APPROVAL AS TO THE ADEQUACY OF THE SITE FOR THE INTENDED USE N:. AFFECTED BY GEOLOGIC FACTORS. CITY OF NEWPORT 70 SQUARE INCH MINIMUM REFLECTORIZED METAL SIGN t RADIUS 2" DIA. GALV. STD. STEEL PIPE SIGN POST t EXPANSION JOINT FILLER PAVING OR FINISH GRAD_E_\_.l__l,---; 4 :--. ·i -~, _-.. -". ·-l • , I #4 TIES @18" (4) #4 REBAR-VERT. --t-_-t,. CONG. FOOTING , • l , I , ,,.,.,.---- -~ .2 ,I , I , :, / -... ,S,· ,I ( u~ ~ ~· ,_6~·_..--cc6·___,,., ~ t_J/ 17 ". / 12· ""'--...__~-✓ REINFORCING PlAN 70 SQ. INCH ------111111 ~ ~ w ~ 16 1a ~ ~ ~ !;;; e !:;c "" :z • "" "' I • "' a:, I "' • .., SIGN NOTES: EACH PARKING SPACE RESERVED FOR PERSONS WITT, DISABILITIES SHALL BE IDENTIFIED BY A REFLECTORIZED SIGN PERMANENTLY POSTED IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE, CONSISTING OF A PROFILE VIEW OF A WHEELCHAIR WITH OCCUPANT IN WHITE ON A DARK BLUE BACKGROUND. THE SIGN SHALL NOT BE SMALLER THAN 70 SQUARE INCHES IN AREA, AND WHEN IN A PATH OF TRAVEL, SHALL BE POSTED AT A MINIMUM HEIGHT OF 80" FROM THE BOTTOM OF THE SIGN TO THE PARKING SPACE FINISH GRADE. SPACES COMPLYING WITH C.B.C. SECTION 1129.B.4, ITEM 2 SHALL HAVE AN AODITIONAL REFLECTORIZED SIGN STATING "VAN ACCESSIBLE" IN WHITE ON A DARK BLUE BACKGROUND MOUNTED BELOW THE SYMBOL OF ACCESSIBIU1Y. DARK BLUE BACKGROUND COLOR SHALL BE EQUAL TO COLOR NUMBER 15090 IN FEDERAL STANDARD 5958. ALL . LETTERING SHALL BE WHITE ANO A MINIMUM OF 1" IN HEIGHT. SIGN SHALL NOT OBSTRUCT PASSAGE BEIWEEN STALL AND AflY ACCESSIBLE WALKWAY. PROVIDE SIGNS. ON BOTH SIDES OF POST WHERE REQUIRED. SEE SITE PLAN FOR LOCATIONS. ACCESSIBILITY SIGN-,---0------,----,,.----,--- PER SEC. 1129B.5 BLUE STRIPES AT 36" ON CENTER TYP. PAVEMENT -t---+-~ SYMBOL PER PER SEC. 1129B.5 WITHIN THE ACCESSIBLE PARKING STALL, PAINT ~..._ THE WORDS "NO 1'-o ' PARKING" IN 12• HIGH ";-1 I LETTERS MIN. it,, G' I I 9'-0" MIN. J 8' -0" MIN. AT VAN ACCESSIBI.£ PARKING STALL HC ACCESSIBLE PARKING STALL DETAILS N.T.S. 12• BORDER GROOVING 4' • BEACH o·cr SIGHTLINES PER NEWPORT BEACH DWG. NO. STD-'110~t,, 6" WIDE REfAINING CURB TRUNCATED DOMES PER CITY OF NEWPORT BEACH STD-181-l-D COLOR: A-10 (DARK GRAY) CIVIL ENGINEER'S NOTICE TO CONTRACTOR CURB ACCESS RAMP DETAIL 1. THE EXISTENCE AND LOCATION OF mt UNDERGROUND UTILITY PIPES OR STRUCl\JRES SHOWN ON THEIR PLANS ARE OBTAINED BY A SEARCH OF THE AVAIU.B1.£ RECORDS. TD THE BEST OF MY KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTION-ANY MEASURES TO PROTECT 1HE UTILITIES ANO STRUCTURES SHOWN AND />NY OTHER LINES OR STRUCl\JRES NOT OF RECORD OR NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, ANO ANY DAMAGE TO, THESE LINES OR STRUCTURES. N. T.5. CONSTRUCTION NOTES LOT 2. THE CONTRACTOR AGREES THAT HE WILL N:.SUME SOI.£ AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDmONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND AUL LIABILITY REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OR WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER, OR ANY PUB UC AGENCY. 0-:::::--CONSTRUCT FULL DEPTH AC TO MATCH EXISTING PAlifMENT. 0-COLD Pl/!NE AND OVERLAY ~CONSTRUCT TYPE •e• 6" PCC CURB ONLY PER CITY OF NEWPORT BEACH SID-182-L 0-CONSTRUCT HC PARKING STALL, STRIPING, SIGNAGE,. AND WHEEL STOP PER DETAIL HEREON ~CURB ACCESS RAMP CASE ;• PER CllY OF NEWPORT BEACH STD-181-L-B AND DETAIL HEREON. &-CONSTRUCT o• TO 6" CURB TRANSITION. 3. THE ESTIMATES OF IMPROVEMENT QUANTITIES AS SHOWN HEREON ARE PROVIDED ONLY FOR THE PURPOSE OF SATISFYING DISTRICT PLAN INFORMATION REQUIREMENTS. THE CONTRACTOR SHALL PERFORM AN INDEPENDENT ESTIMATE OF ALL IMPROVEMENT QUANTITIES AND SHALL USE SAME AS A BASIS FOR HIS BID(S) AND CONTRACT(S). 4. CONTRACTOR TO VERIFY CLEARANCE AT ALL UTILITY CROSSINGS. IF INTERFERENCE OCCURS, OTHER THAN NOTED ON PLAN, CONTRACTOR TO CONTACT DESIGN ENGINEER FOR POSSIBUE REDESIGN. IF REDESIGN IS UNFEASIBLE, CONTRACTOR TO RELOCATE UTILllY AT NO EXPEHSE TO ENGINEER. BENCHMARK REVISIONS ~ CO. NSTRUCT 4• FLATWORK PER LANDSCAPE ARCHITECT PLANS. ~-PAINT 4" THERMOPLASTIC PARKING STAUL STRIPE. DEVELOPER· PREPARED BY : :• .. " :'7.90)1C // (7.42)/l . e ORCHARD, SUITE 200 LAKE. FOREST. CA 92630 FD 3-3/4" OCS ALUMINUM BENCHMARK DISK STAMPED 'NB2-7-77', SIT IN THE S.W. CORNER OF A 7 FT. BY 4.5 FT. CONC. CATCH BASIN. MONUMENT IS LOCATED IN THE S.E. CORNER OF THE INTERSECTION OF SUPERIOR AVE. AND PACIFIC COAST HIGHWAY, 400 FT. E'LY OF C.L OF SUPERIOR AVE. AND 48 FT. S'LY OF THE CENTER MEDIAN ALONG PCH. MONUMENT IS SET LEVEL WITH SIDEWALK. aylor C T. 94Q.916 . .3800 ONSUL TING, INC. F. 949.916 . .3805 CIVIL ENGINEERING------- LAND PLANNING & SURVEYING cv_c-l_N_c_.N_Er ____ _ ELEV. = 8.565' BM# NB2-7-77 AfJJ 2005 NO. DATE: INITIAL D£SCRIPT/ON APP DA1E \ \ EX. CURB (REMOVE) SLURRY SEAL EX. CURB (PROTECT} ____ _;__d_.c'._i_.) \ \ \. \ EX. PARKING STALLS TO REMAIN \ \ \ ABBREVIATIONS: AC AD BLDG. BW C&G CB CF co CONC. DC EL ELEV ELEC EMH EOC EOP EX., EXIST. FNC FF FG FH FL FS GB CF GM GP CV HP ICV INV MH NG PA PCC R RD sco SD SDMH SMH ss TC TF TW TOE TOP WM WV ASPHALT CONCRETE AREA DRAIN BUILDING BACK Of WALK CURB AND GUTTER CATCH BASIN CURB FACE CLEANOUT CONCRETE DRAIN GRATE ELEVATION ELECTRICAL ELECTRICAL MANHOLE EDGE Of CONCRETE EDGE OF PAVEMENT EXISTING FENCE FINISHED FLOOR FINISHED GRADE FIRE HYDRANT FLOWLINE FINISHED SURFACE GRADE BREAK GARAGE FLOOR GAS METER GUARD POST GATE V/IJ...VE HIGH POINT IRRIGATION CONTROL V/IJ...VE INVERT ELEVATION MANHOLE NATURAL GRADE PLANTER AREA PORTLAND CEMENT CONCRETE RIDGE ROOF DRAIN SEWER CLEANOUT STORM DRAIN STORM DRAIN MANHOLE SEWER MANHOLE SANITARY SEWER TOP OF CURB TOP OF FOOTING TOP OF WALL TOE OF SLOPE TOP OF SLOPE WATER METER WATER VALVE 5' , 5' ADA TURN AROUND -., ECH0,05'6 0 5 / SIGHTLINES PER NEWPORT BEACH DWG. NO. STD-11 0-L 1n 1 1 ,, r~ -1...-l--.;, / s • 1" = 1 O' 10 20 \ \ \ ' (NOT A PART) \ \ \ \ \ \ \ \ SEASHORE PUBLIC PARKING LOT # 5 SEASHORE DRIVE CITY OF NEWPORT BEACH, CA 1--------IIS! SHEET: C-1 ci I a---------r---------,-......1.------......-12' V, rsc_A_I_,E_,:_A_S_SH_O_WN_, __ ..1.....D~R~A~WN.:....B~Y~:~P~Z=---...LC~HE:.:::::.:C~,K~E~D__.:::BY~::_:::DM::.:..__...1~! V,' ~f CITY OF NEWPORT BEACH •L