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HomeMy WebLinkAboutP_5202_SLANDSCAPE ARCHITECTURAL DRAWINGS FOR: s CORONA DEL MAR, CA CONTACT: CAMEO COMMUNITY ASSOCIATION MR. PATRICK MURPHY PH: (949) 760-9317 FAX: (949) 760-6850 EMAIL: plmrei@aol.com SHEET INDEX CONSTRUCTION PLANS CONSTRUCTION DETAILS CONSTRUCTION SPECIFICATIONS IRRIGATION PLANS IRRIGATION DETAILS IRRIGATION SPECIFICATIONS PLANTING PLANS PLANTING DETAILS PLANTING SPECIFICATIONS LANDSCAPE LIGHTING PLANS LC-I& LC-2 LC-3 - 5 LC-6 LI-I -3 Ll-4 - 5 Ll-6 LP-I 3 LP-4 LP-5 LL-I & LL-2 IG S BUIL 7- oATE: ?Jiz_/4 2= _ ABBREVIATIONS ARCH. B.S. C.B. C.F. C.J. Cf_ CMU C.O. COMP. CONC. CONT. DIA. EA. EJ F.F.E. F.G. FOS I[_ F.S. FTG. G.C. HORIZ. HP ID ARCHITECT (ARCHITECTURAL) BOTTOM OF STEPS CATCH BASIN CURB FACE COLD JOINT CENTERLINE CONCRETE MASONRY UNIT CLEAN OUT COMPACTED CONCRETE CONTINUOUS DIAMETER EACH EXPANSION JOINT FINISH FLOOR ELEVATION FINISH GRADE FACE OF STRUCTURE FLOW LINE FINISH SURFACE FOOTING GROUND COVER HORIZONTAL HIGH POINT INSIDE DIAMETER INV. L.A. LP MAX. MIN. N.I.C. N.T.S. O.C. P.A. PERF. POC R REBAR SIM. S.L. SQ. T.C. T.G. T.S. TYP. VERT. w/ W/0 W.W.M. INVERT (ELEVATION) LANDSCAPE ARCHITECT LOW POINT MAXIMUM MINIMUM NOT IN CONTRACT NOT TO SCALE ON CENTER PLANTING AREA PERFORATED POINT OF CONNECTION RADIUS REINFORCING BAR SIMILAR SCORE LINE SQUARE TOP OF CURB TOP OF GRATE TOP OF STEPS TYPICAL VERTICAL WITH WITHOUT WELDED WIRE MESH ~esign Gr up ,nc. Landscape Architecture + Planning + Design Cannery Village 511 30th Street Newport Beach, CA 92663 (949) 675-9964 Fax (949) 675-9974 mjsdesigngroup.com PROJECT ENGINEER: PENCO ENGINEERING I TECHNOLOGY PARK, BUILDING J-725 IRVINE, CA 92618 PH: 949.753.8111 FAX: 949.753.0775 CONSULTANTS GOVERNING AGENCIES CITY OF NEWPORT BEACH BUILDING DEPARTMENT 3300 NEWPORT BLVD. NEWPORT BEACH, CA 92663 PH: 949.644.3288 CASE#: GENERAL NOTES 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS 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 AS INDICATED ON THE IRRIGATION PLANS WITH PAVING CONTRACTOR. 5. REFER TO SPECIFICATIONS FOR ACCEPTED STANDARDS OF MATERIALS AND WORKMANSHIP. 6. ALL FORMS AND ALIGNMENT OF HARDSCAPE ITEMS SHALL BE INSPECTED AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO POURING. (CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT A MINIMUM OF 48 HOURS PRIOR TO THE INSPECTION.) 7. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AND/OR GRADE DIFFERENCES WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. 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 DIMENSIONED MAY BE DETERMINED BY SCALE. VERIFY ALL SUCH CONDITIONS WITH OWNER'S NOTIFICATION. 9. ALL CURVE-TO-CURVE AND CURVE-TO-TANGENT LINES SHALL BE NEAT, TRIM, SMOOTH, AND UNIFORM. 1 D. ALL CONSTRUCTION AND INSTALLATION OF LANDSCAPE ITEMS SHALL BE PER LOCAL CODES AND ORDINANCES. 11. 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 MAINTENANCE PERIOD. 13. CONTRACTOR SHALL OBTAIN A CURRENT AGRONOMIC 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 ON BUILDINGS, INSTALL GALVANIZED METAL FLASHING TO PROTECT WOOD SIDING. 16. THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AND SHALL BE RESPONSIBLE FOR THE PROPER INSTALLATION REFERENCED IN THE PLANS AND SPECIFICATIONS. ANY CONSTRUCTION NOT MEETING THE APPROVAL OF THE OWNER OR THE LANDSCAPE ARCHITECT SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE WITH ACCEPTABLE CONSTRUCTION. 17. ALL DIMENSIONS SHALL BE VERIFIED AGAINST EXISTING CONDITIONS AND ANY DISCREPANCIES REPORTED TO THE OWNER'S REPRESENTATIVE. PLAN STATUS/REVISIONS NUMBER DATE APP'D BY REMARKS I 04/12/05 BUILDING DEPT. SUBMITTAt /1\ 06/30/05 PER CITY COMMENTS 12/1/05 CONTRACTOR BID SET . 3 07105/06 REVISED CONTRACTOR BID SET ' t@ ~ w i f 8 ~ J: C) :i: -<I !ii ~ NOTE: THESE DRAWINGS AND SPECIFICATION ARE THE PROPERTY OF MJS DESIGN GROUP (A CALIFORNIA CORPORATION) AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY WRITTEN AUTHORIZATION FROM MJS DESIGN GROUP. "' WRITTEN DIMENSIONS TAKE PREFERENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE AND ANY DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF MJS DESIGN GROUP PRIOR TO COMMENCEMENT OF ANY WORK. @ I ' 10/03/06 CLARIFICATION REVISIONS L.--------------------------------------------------------------------------------------------------------------------------------J~ /3, 1/19/07 ADDITIONAL PLANITNG PLANS q I I I FINISH SCHEDULE: SYMBOL ITEM (D VEHICULAR CONCRETE FIELD @ VEHICULAR. CONCRETE B.AND (D VEHICULAR CONCRETE PAVER.FIELD @ VEHICULAR CONCRETE BAND 5 6 7 STUCCO WALL..S 8 9 10 0 WAL.LS with STONE VENEER 0@ PLASTER CAPS 0@ PILASTERS with STONE VENEER @ TUBULAA. STEEL FENCE @ MEXJCAN SEA.CH COBBLE @ SIDEWALKS 0 PLANTER WALL with STONE VENEER NOTE: MANUFACTURER/SUPPUER LM SCOFIELD ( (800) 800-9900 LM SCOFIELD (800) 800-9900 BELGARD PAYERS AVAIL.ABLE THRU: VALLEY BUILDING MATERIALS-(949) 598-0256 ( lM SCOFIELD (800) 800-9900 LA HABRA STUCCO AVAILABLE THRU: VALLEY BUILDING MATERIALS -(949) 596-0256 CONTACT: CHruSCROVv'LEY QUICKCRETE PRODUCTS (909) 737-6240 AVAIL.ABLE THRU: VALLEY BUILDING MATERIALS-(949) 598-0256 CONTACT: CHRIS CROWLEY NIA T.B.D. PER CITY STD. AVAILABLE THRU: VALLEY BUILD1NG MATERIALS -(949) 598--0256 CONTACT: CHRIS CROWLEY 17'-6" ..... ..... \ 14'-6" •.. ·*- .....___ ..... FIRE APPARATUS TURNING RADIUS SEE CIVIL ENGINEER'S PLANS a) +------'I-..... ' , . \ < 12' 5' -;;;r PA PA ~~~~~;t.l-~---_dr---,---r-+-1;~ _l§L]l if!•' PALM REMO EXISTING STREET LIGHT CONDUIT PROTECT IN PLACE I I < • < < 4· • • b • 4· & " < FIRE APPARATUS TURNING RADIUS ------------ SEE CIVIL ENGINEER'S PLANS ~ L -- < • 1YP ' b L COLOR FINISH COMMENTS + C-15 COACHELLA SAND h.B.D. SAWCUTS AS SHOV\11\1 '---' , "" . . C-I 5 COACHEL!A SAND MEDIUM RELEASE SAWCUTS Af. SHOWN MEGA--BERGERAC ON CONCRE1E SUBBASE APPLY CLEAR MATTE SEALER LA JOUA Bl.ENO WASHED PLASTER SAND JOINTS FORJOINTS ;l; ' - C-15 COACHEUASAND MEDIUM RELEASE SAWCUTS AS SHOWN ' - T.8.O. SEE WALL Md FENCE PlANS BYMJS l~ SANTA BARBARA COARSED STONE MFG. BY: EL.DORADO STONE SEE WAI...L and FENCE PLANS BY MjS GROUT TO MATCH "" ,,...,_ . ,. MATCH LM SCOFIELD LIGHT SANDBLAST GROUT TO MATCH C-12 MESA BIEGE 810~#3 SANTA BARBARA COARSED STONE MFG. BY: ELDORADO STONE . GROUT TO MATQ-i T '° SEMIGLOSS BLACK SMOOTH I COAT PRIMER 2 COATS SEMIGLOSS ' I: I :5 RATIO OF BLACK, ROJA .AND LA PLAY A . MIN. 3" MAX. 5' "" + 18" NATURAL PEROTYSTD. SANTA BARBARA COARSED STONE MFG. BY: ELDORADO STONE . GROUT TO MATCH 'l. MEDIAN CONTRACTOR TO PROVIDE l' X l' SAMPLE OF CONCRETE PAVING & VEHICULAR CONCRETE PAYERS ON SITE TO BE APPROVED BY LA PRIOR TO INSTALLATION. PACIFIC COAST HIGHWAY 20' 10' PA ~ 20 TRAFFIC LOOPS IN ROAD PER CIVIL ENGINEER'S PLANS " • a: • /: < 5' J: PA ~1 '<''i. < ' ow M -- NOTE: PROTECT IN PLACE EXISTING WATER MAIN AND STREET LIGHT CONDUIT. FIELD VERIFY ALL UTILITY LOCATIONS PRIOR to CONSTRUCTION LEGEND: ALN 6b ALIGN CLR CLEAR ct. CENTERLINE EQ. EQUAL F.O.C. FACE OF CURB F.O.W. FACEOFWALL MIN. MINIMUM MAX. MAXIMUM PA PLANTING AREA R= RADIUS EQUALS 1YP. 1YPICAL @) CONSTRUCTION CALLOUT ---CAULKED EXPANSION JOINT (TO MATCH PAVING) •. < • < < " , .., <· • b XISTINGWATERMAIN PROTECT IN PLACE • < "" Li "' LIMIT OF WORK 65' FROM B.C.R. 22'-6" U5l---.._ I _,. ~ ~ ....----------- . / .,,.,,.I PA CONSTRUCTION CALLOUTS: (D COLORED CONCRETE VEHICULAR PAVING WITH SAWCUTSAS SHOWN @ COLORED CONCRETE BAND WITH SAWCUTSAS SHOWN (SEE DETAIL A, SHEET LC-3 & FINISH SCHEDULE) (D VEHICULAR CONCRETE PAVER OVER CONCRETE SUBBASE @ COLORED CONCRETE BAND AROUND VEHICULAR STONE PAVING (SEE DETAIL B, SHEET LC-3 & RNISH SCHEDULE) • (D NATURAL GRAY CONCRETE PAVING WITH SAWCUTSASSHOWN (SEE DETAIL C, SHEET LC-3 & FINISH SCHEDULE) 0 FREESTANDING CMU WALL (SEE D AIL SHE TLC-& Fl SH S EDU STEPPED FREEST ANDING CMU GARDEN WALL WITH POTS (SEE DETAIL J, SHEET LC-3 & FINISH SCHEDULE) &_ FREESTANDING CMU WALL WITH POT SHELF EE DETAIL G, SHEET LC-3 & FINISH SCHEDULE) 0 3'-6" SQ. CMU THEME PILASTER (SEE DETAIL E, SHEET LC-4 & FINISH SCHEDULE) @ 3' SQ. CMU THEME PILASTER (SEE DETAIL D, SHEET LC-4 & FINISH SCHEDULE) ® FREESTANDING CMU WALL WITH ENTRYSIGNAGE (SEE DETAIL D, SHEET LC-3 & FINISH SCHEDULE) @ CMU SCREEN WALL AND PILASTER WITH STUCCO FINISH (SEE DETAIL F, SHEET LC-3 & FINISH SCHEDULE) @ EXISTING RETAINING WALL PROTECT-IN-PLACE @ 5'-6" HIGH TUBULAR STEEL FENCE (SEE DETAIL A, SHEET LC-4 & FINISH SCHEDULE) @) DECORATIVE COBBLE ON COMPACTED SUBGRADE (SEE FINISH SCHEDUL!:) (8) NATURAL BOULDERS· 30% I TON, 40% 2 TON, 30% 3 TON. TO BE SELECTED BY LANDSCAPE ARCHITECT (SEE DETAIL B, SHEET LC-4) @ SHOVEL CUT TURF EDGE &_ @EXISTING WALL PROTECT-IN-PLACE --~---~-•.. PA REMOVE EXTG. STONE VI INSTALL STUCCO FINISH PROVIDE STACKED CONCRETE RETAINING WALL AROUND PALM TRUNKS AS NECESSARY (COLOR: TAN) _____ ___,./ '------- ~ @ EXISTING SIDEWALK PROTECT-IN-PLACE @) HANDICAP RAMP. KEYMAP SCALE: N.T.S. @ EXISTING PALMS PROTECT-IN-PLACE @ EXISTING UTILITY LOCATION PROTECT-IN-PLACE ® EXISTING CROSSWALK LOCATION PROTECT-IN-PLACE @ PLANTER WALL (SEE DETAIL C, SHEET LC-4) ~ o s· • ro· 20' MJSDesign Group ;~ Landscape Architecture Planning Design Cannel)I Village 511 30th St Lafayette Newport Beach, CA 92663 (9491675-9964 Fax (949) 675-9974 mjsdesigngroup.oom ~SO\p~ @&--,:\flCAfi! ,l;, ~~ I 323s • ~ ~ EXP0J/31/09 Q MARKALAN SCHATI'INGER 0 )',-c' SI~ lPCRNI/\, S BUILT DATE: r/a/4r (/') w -a:::: 1-z w (/') 0 z :5 I () - Issued For: BUILDING DEPT. CONTRACTOR BID Revisions: & CLARIFICATION PURPOSES 10.3.06 & CLARIFICATION PURPOSES 10-16-06 &. ADDITIONAL PLANTING PLANS 1-19-07 Job No.: Drawn By: NS Check By: MJS Plan Dote: 7.12.07 Scale: 1/10" = 1'-0" Title: CONSTRUCTION PLAN Sheet No.: LC-1 8 ~ 0 ~ "' Q_ ~ ~ u w 1-:i: ~ <( ~ cl 3 j t 0 w ~ ,.._-",::--------------------------------------------------------------------------------------------------------------------------:;:,'----------------------L---''---------------'U BID.ALT. #3 + ------+1-----'I< I "' !z w :;: :::i z 0 :;: "' ~ 0 I "' 0 w :;: 6 5 "' < + MEDIAN FINISH SCHEDULE: SYMBOL ITEM 0 VEHICULAR CONCRETE FIELD @ VEHICULAR CONCRETE BAND (y VEHICULAR CONCRETE PAVER FIELD @ VEHICULAR CONCRETE BAND 5 6 7 STUCCO WAU.S 8 9 JO © WALLS with STONE VENEER 0© PLASTER CAPS 0© PILASTERS with STONE VENEER @ TUBULAR.STEEL FENCE @) MEXICAN BEACH COBBLE @ SIDEWALKS ---- DW l><I © PLANTER WALL with STONE VENEER .-. " 0 MANUFACTURER/SUPPLIER COLOR LM SCOFIELD C-15 COACHEUASAND {800} 800-9900 LMSCOFIELD C-15 COACHEll.ASAND (800) 800-9900 BELGARD PAVERS MEGA-BERGERAC . AVAllABLE THRU: VALLEY BUILDING MATERIALS -(9.of9) 598-0156 LA JOLLA BLEND LMSCOFlELD C-15 COACHEUASAND (800) 800-9900 LA HABRA STUCCO T.B.D. AVAllABLE THRU: VALLEY BUILDING SANTA BARBARA COARSEDSTONE MATERIALS -(949) 598-0156 MFG. BY: ELDORADO STONE CONTACT: CHRIS CROWLEY QU!CKCRETE PRODUCTS MATCH LM SCOFIELD (909) 737-6240 C-12 MESABIEGE AVAH..ABt.E THRU: VALLEY BUILDING SANTA BARBARA COAR.SEO STONE MATERIALS -('5149) 598-0256 MFG. BY: ELDORADO STONE CONTACT: CHRISCROWl..EY N/A SEMIGLOSS BLACK T.B.D. 1:1:5 RATIO OF BLACK. ROJA AND LA PLAYA PER CITY STD. NATURAL AVAILABLE THRU: VALLEY BUILDING SANTA BARBARA COARSEDSTONE MATERIALS -(949) 5'518-0256 MFG. BY; ELDORADO STONE CONTACT: CHRIS CRO\VLEY CORTLAND DRIVE / o/ I I ·1 20' I OLD SERVICES 4 E EQ. ' • ' ~ ' • 4 "' ' 4 • □ 0 -. - ' • ' • ' 4 • <l • 4 0 FINISH COMMENTS T.B.D. SAWCUTS AS SHOWJ'\I MEDIUM REL.EASE SAWCUTS AS SHOWN ON CONCRETE SUBBASE APPLY CLEAR MAlTE SEALER WASHED PLASTER SAND JOINTS FOR JOINTS MEDIUM RELEASE SAWCUTS /JS SHOWN SEE WALL :and FENCE Pl.ANS BY MJS SEE WAll. :and FENCE PLANS BY MJS GROUT TO MATCH LIGHT SANDBLAST GROUT TO MATCH -GROUT TO MATCH SMOOTH I COAT PRIMER 2 COATS SEMIGLOSS -MIN. 3' MAX. 5" PER CITY STD. -GROUT TO MATCH • EQ. ' " ' <l 6' ' • <l ' • ' 4 <l \ / \ ~ \ I Q i\ I \ ~ I 0 w L \ <{ u 5' 4 4 ' 4< ii-PA ' 4 ·c-, • ' ' <l, • p PA 0 " 46' ' • 4 <l AN. s• PA ' • TYP. ' ' • ' -"' ' • • " 4 4 4 ' 4 EXISTING WATER MAIN PROTECT IN PLACE • -~ "" DW [XJ RK •• ' <l <l.ow-• [XJ • ' 4 • ' <. PACIFIC COAST HIGHWAY NOTE: PROTECT IN PLACE EXISTING WATER MAIN AND STREET LIGHT CONDUIT. FIELD VERIFY ALL UTILITY LOCATIONS PRIOR to CONSTRUCTION LEGEND: ALN 6b ALIGN CLR CLEAR <t. CENTERLINE EQ. EQUAL F.O.C. FACE OF CURB F.O.W. FACE OF WALL MIN. MINIMUM MAX. MAXIMUM PA PLANTINGAREA R= RADIUS EQUALS TYP. TYPICAL @ CONSTRUCTION CALLOUT FIRE 1PARATUS TURNING RADIUS SEE CIVIL NGINEER'S PLANS DW [XJ I ~ ~ 0 I ! EXISTING STREET LIG~ PROTECT IN PLACE ~ ~ 0 " i '-- .._____ - ---CAULKED EXPANSION JOINT (TO MATCH PAVING) ' PA ..... "'--' -·-•. ~ ..... ...... \ "'--...... ' '---.._____ '-- .._____ __..,__D_ "'-- CONSTRUCTION CALLOUTS: (D COLORED CONCRETE VEHICULAR PAVING WITH SAWCUTS AS SHOWN @ COLORED CONCRETE BAND WITH SAWCUTS AS SHOWN (SEE DETAIL A, SHEET LC-3 & FINISH SCHEDULE) (y VEHICULAR CONCRETE PAVER OVER CONCRETE SUBBASE @ COLORED CONCRETE BAND AROUND VEHICULAR STONE PAVING (SEE DETAIL B, SHEET LC-3 & FINISH SCHEDULE) (D NATURAL GRAY CONCRETE PAVINGWITHSAWCUTSASSHOWN (SEE DETAIL C, SHEET LC-3 & FINISH SCHEDULE) © FREESTANDING CMU WALL (SEE DETAIL E, SHEET LC-3 & FINISH SCHEDULE) @ STEPPED FREESTANDING CMU GARDEN WALL WITH POTS (SEE DETAIL), SHEET LC-3 & FINISH SCHEDULE © FREEST ANDING CMU WALL WITH POT SHELF I\ (SEE DETAIL G, SHEET LC-3 & FINISH SCHEDULE) f..E:J. 0 3'-6" SQ. CMU THEME PILASTER (SEE DETAIL E, SHEET LC-4 & FINISH SCHEDULE) © 3' SQ. CMU THEME PILASTER (SEE DETAIL D, SHEET LC-4 & FINISH SCHEDULE) ® FREESTANDING CMU WALL WITH ENTRYSJGNAGE (SEE DETAIL D, SHEET LC-3 & FINISH SCHEDULE) @) CMU SCREEN WALL AND PILASTER WITH STUCCO FINISH (SEE DETAIL F, SHEET LC-3 & FINISH SCHEDULE) @ EXISTING RETAINING WALL PROTECT-IN-PLACE @ 5'-6" HIGH TUBULAR STEEL FENCE (SEE DETAILA, SHEET LC-4 & FINISH SCHEDULE) @DECORATIVE COBBLE ON COMPACTED SUBGRADE (SEE FINISH SCHEDULE) @NATURAL BOULDERS -30% I TON, 40% 2 TON, 30% 3 TON. TO BE SELECTED BY LANDSCAPE ARCHITECT (SEE DETAIL B, SHEET LC-4) @ SHOVEL CUT TURF EDGE @) EXISTING WALL PROTECT-IN-PLACE @EXISTING SIDEWALK PROTECT-IN-PLACE @) HANDICAP RAMP. &. @ EXISTING PALMS PROTECT-IN-PLACE @EXISTING UTILITY LOCATION PROTECT-IN-PLACE @ EXISTING CROSSWALK LOCATION PROTECT-IN-PLACE @ PLANTER WALL (SEE DETAIL C, SHEET LC-4) ' ----· ...l ', ~ KEYMAP SCALE: N.T.S. MJSDesign Group ,~ Landscape Architecture Planning Design Cannery Village 511 30th St. Lafayette Newport Beach, CA 92663 (949) 675-9964 Fax (949) 675-9974 mjsdesigngroup.com S BUILT DATE: r/12/01 (/') w -~ 1-z w Issued For: Revisions: ~, (/') 0 z ~ I t, -Iz OQ w~ ~o u ~ ocS ~ r:: j (/') w ~ ' z~ i! 0~ 0 u <( woz ~wO <( ~ ~ U <( 0 0 I (/') uu BUILDING DEPT. CONTRACTOR BID &. CLARIFICATION PURPOSES 10.3.06 ~ CLARIFICATION PURPOSES 10-16-06 /1. ADDITIONAL.PLANTING PLANS 1-19-07 Job No.: Drawn By: NS Check By: MJS Plan Date: 7.12.07 Scale: 1/10"; t•-oa Title: CONSTRUCTION PLAN Sheet No.: LC -2 ~ ~ i1 ~ NOTE: @ 0 S' 10' 20' ~---------c_o_NT_RA_cr_o_R_ro_P~_o_vi_DE_3_'x_3_'SAM __ P_LE_o_F_c_o_N_c,..RET_E_P"_vi_N_G_&_vEH_1c_u_LAR_c_o_N_c_RET_E_~_"_VE_RS_o_N_s_1T_E_To_sE_A_P_PR_o_VE_D_BY_L_A._PRJ_o_R_T_o_1_NST_AL_lA_T1_o_N_. -----------------------------------------------------------------------------------------------------------'-'----------------' 6 9 \...-./ ~---,s ~---{ 3 2' MIN. ~~~~~~Cl77' ~ :---1------'k w a:: ~ C.l z w a:: w ,--~---'Is-Q. NOTES: I. FOOTING TO BE POURED AGAINST UNDISTURBED SOIL OR RECOMPACTED SOIL PER STRUCTURAL SOILS REPORT. 2. GROUT SOLID ALL CELLS . LEGEND: CD PRECAST CONCRET CAP. SEE FINISH SCHEDULE FOR SUPPLIER @ STONE VENEER. SEE FINISH SCHEDULE Q) #4 VERTICAL REBAR AT 24" O.C. BEND INTO FOOTING AS SHOWN G) 8x8xl6C.M.U.BLOCK ® #4HORIZONTALREBARAT24" o.c. @ FINISH SURFACE (j) EXPANSION JOINT AT FINISH SURFACE. COLOR TO MATCH PAVING. @ CONCRETE FOOTING. SIZE PER STRUCTURAL ENGINEER ® COMPACTED SUBGRADE @ DECORATIVE LIGHT FIXTURE. T.B.S. BY OWNER @ ELECTRICAL CONDUIT FOR LIGHT Scale: I /211 = I 1 -011 = z IX) -I: C.l z w a:: w Q. SECTION 12"CMU _,----, 2 --r-,10 ~ . · 1 •• ~ 4 . -<1-·. -. -. -· _,.,,, -.-,1·•·: •• -..A,_.,, • i . . . .,:, . PER ENG u = TYPICAL PLAN VIEW LEGEND: CD ROLLED PLASTER CAP @ PLASTER FINISH. SEE FINISH SCHEDULE SHEET LC-I FOR COLOR 3 12x8xl6 C.M.U. BLOCK 14" -18" A[ , D MET AL LETTERS. RAISED I" FROM WALL SURFACE WITH SLEEVED ANCHOR PINS. COLOR AND FONT PER OWNER. SEPARATE SIGN PERMIT REQUIRED. ® SIGN LIGHT (SEE LIGHTING PLAN SHEET LL-I) @ CONDUIT FOR LIGHT WIRING (j) FINISH GRADE @ COMPACTED SUBGRADE (TO 90%) ® CONCRETE FOOTING-2500 PSI @ 28 DAYS. PER STRUCTURAL ENGINEER @ #4 REBAR AT 24" O.C. EACH WAY. BEND INTO FOOTING AS SHOWN SIGN NOTE: I. CONTRACTOR TO PROVIDE LANDSCAPE ARCHITECT WITH SHOP DRAWINGS OF SIGN LETTERS AND INSTALLATION PRIOR TO CONSTRUCTION. NOTES: I. CELLS with REBAR TO BE GROUTED SOLID. 2. FOOTING TO BE POURED AGAINST UNDISTURBED SOIL OR RECOMPACTED SOIL PER SOILS REPORT. 3. CONTRACTOR SHALL INSTALL VERTICAL EXPANSION JOINTS PER STRUCTURAL ENGINEER'S RECOMMENDATIONS. MOCK-UP REQUIRED FOR SIGN LETTERS Scale: I 11 = I 1-011 @ 31-6 11 SQ. PILASTER with STONE VENEER @ FREESTANDING C.M.U. SIGN WALL ~L-rnl<0-2 WAWIN fX> ~ w a:: w Q. SECTION 12"CMU • . <1 ··•-· -• ~-. • • • 4 ----~-- PER ENG LEGEND: CD ROLLED PLASTER CAP @ PLASTER FINISH. SEE FINISH SCHEDULE SHEET LC-I FOR COLOR _.,.--,2 3 12x8xl6C.M.U. BLOCK &_ G) FINISH GRADE ® COMPACTED SUBGRADE @ CONCRETE FOOTING-2500 PSI @ 28 DAYS. PER STRUCTURAL ENGINEER (j) #4 REBAR AT 24" O.C. EACH WAY NOTE: I. FOOTING TO BE POURED AGAINST UNDISTURBED SOIL OR RECOMPACTED SOIL PER STRUCTURAL SOILS REPORT. @ FREESTANDING C.M.U. WALL Scale: I 11 = I 1 -011 LEGEND: 0 VEHICULAR COLORED CONCRETE PAVING SEE DETAIL A, THIS SHEET -SEE FINISH SCHEDULE FOR COLOR AND FINISH. (D INTERLOCKING PAVER -SEE FINISH SCHEDULE FOR COLOR AND FINIS CD CLEAN NON-PLASTIC BEDDING SAND PER GEOTECHNICAL ENGINEER. 0 COMPACTED AGGREGATE SUB-BASE PER GEOTECHNICAL ENGINEER. (D COMPACTED SUB-GRADE PER GEOTECHNICAL ENGINEER. © GEOTEXTILE 12" TURN UP AGAINST CURB. NOTE: I. 1/2" RADIUS ALL EXPOSED EDGES 2. SEE SHEET LC-I& LC-2 (CONSTRUCTION PLANS) FOR CONTROL JOINTS/SCORELINE LOCATIONS 3. REINFORCING PER STRUCTURAL ENGINEER RECOMMENDATION , ,. J i..--.-~~--1 24" l 3 D • 0 • 0 G • + II 111=1 -.. ill .. ill ... ill .. SECTION s @PAYERS with CONCRETE BANDING I II PAV-PV'l 5 <1 . <1 :d II Ill 4 • • <1 . 4 4· 2 <J 6 <1 • 4 .4 • •· • <1 . 7 ..,.__. . . ., 3 4 0 ~ I .!!mi>.,jl.llm!J.!milJm SECTION 12" SEE PLAN LEGEND: CD #4 BAR@ 18" o.c. BOTH WAYS-CENTER IN SU\B @ VEHICULAR CONCRETE PAVING W/ SAWCUTS PER PLAN SEE FINISH SCHEDULE FOR COLOR 0 COMPACTED SUBGRADE PER SOILS REPORT FINISH GRADE 1/4' SAWCUT. I" DEPTH. 1/2" EXPANSION JOINT. SEALANT DEPTH = 1/2 OF JOINT WIDTH. OVERROUNDED BACKUP with NO BOND SEALENT OVER BACKUP MATERIAL CAULK COLOR TO MATCH PAVING. COLORED CONCRETE BANDING. SEE FINISH SCHEDULE, SHEET LC-I Scale: I ½11 = I 1 -011 © VEHICULAR COLORED CONC. W/ BAND PAV-VB-I MJSOesign Group,~ Landscape Architecture Planning Design Cannery ViUage 511 3oth SI. Lafayette Newport Beach, CA 92663 (949) 676-9964 Fax (949) 675-9974 mjsdesigngroup.com ~ ~ -t\fl $ &-3235 • ~ EXP 03/31/09 Q MARK.ALAN SCHATIINGER <I, / "e s,-=_..,.., ~ 9c ="' ,;;,S' IFQ!NJ/>., AS BUil DATE: l/f2/4r (/) w -Ck:: 1-z w - - Issued For: BUILDING DEPT. CONTRACTOR BID Revisions: &. CLARIFICATION PURPOSES 10.3.06 &.. CLARIFICATION PURPOSES 10-16-06 & ADDITIONAL PLANTING PLANS 1-19-07 Job No.: Drown By: NS Chock By: MJS Plan Date: 7.12.07 Scale: SEE DET All Title: CONSTRUCTION DETAILS Sheet No.: LC-3 ~ ~ 0 w -------------------------------------------------------------------------------------------------------------------------L-L-------------13 12' 4' 4' ELEVATION @ STEPPED FREESTANDING C.M.U. WALL 9 \...-../ ~---<3 C) z w 0:: w c.. tE!-!£----+------'k-0 z w LEGEND: CD PRECAST CONCRETE CAP. SEE FINISH SCHEDULE FOR SUPPLIER @ STONE VENEER. SEE FINISH SCHEDULE Q) #4 VERTICAL REBAR AT 24" O.C. BEND INTO FOOTING AS SHOWN © 8x8x 16C.M.U.BLOCK © #4 HORIZONTAL REBAR AT 24" o.c. © FINISH SURFACE 0 EXPANSION JOINT AT FINISH SURFACE. COLOR TO MATCH PAVING. @ CONCRETE FOOTING. SIZE PER STRUCTURAL ENGINEER ® COMPACTED SUBGRADE ~~~----'1<-~ NOTES: I. FOOTING TO BE POURED AGAINST UNDISTURBED SOIL OR RECOMPACTED SOIL PER STRUCTURAL SOILS REPORT. 2. GROUT SOLID ALL CELLS . Scale: I /211 = I 1 -011 @ 31 SQ. PILASTER with STONE VENEER P1l-<T03l 4' co 13 ::> C) ~z "' w 0:: w c.. SECTION PER STRUCT ENG LEGEND: CD 30" WIDE STEPPED C.M.U. GARDEN WALL with PLASTER FINISH. SEE FINISH SCHEDULE, SHEET LC-I FOR COLOR @ FINISH GRADE Q) DECORATIVE POT (TO BE SELECTED) with ½• ABS DRAINAGE PIPE -DRILL THROUGH CENTER OF POT BASE, CONNECT INTO SUBSURFACE DRAINAGE SYSTEM. and IRRIGATION LINE-½" COPPER PIPE TYPE K, DRILL THROUGH POT BASE AND SILICONE SEAL, SPRINKLER HEAD PER IRRIGATION PLAN. (CLEAR SEALANT ALL PENETRATIONS) NOTES: I. FOOTING.TO BE POURED AGAINST UNDISTURBED SOIL OR RECOMPACTED SOIL PER STRUCTURAL SOILS REPORT. 2. GROUT SOLID ALL CELLS . Scale: ¾11 = I 1 -011 ----· 3 LEGEND: CD 12x 4 x 16 PRECISION CAP. @ 10x2x 16PRECISIONCAP. Q) 8 x 8 x 16 PRECISION BLOCK. © FINISH GRADE. © COMPACTED SUBGRADE PER STRUCTUAL SOILS REPORT. POT-WAll @ MtN. l/2"THICKSTUCCOwith MEDIUM SAND FINISH. LA HABRA STUCCO COLOR (SANDSTONE X-86) OVER SCRATCH COAT. TAKE STUCCO 6" BELOW F.G. 0 CONCRETE FOOTING. PER STRUCTURAL ENGINEER. NOTE: I. CONTRACTOR SHALL INSTALL VERTICAL EXPANSION JOINTS PER STRUCTURAL ENGINEER'S RECOMMENDATIONS. 2. ALL CELLS WITH REBAR TO BE GROUTED SOLID. FREESTANDING WALL PER CITY STANDARD (SEPARATE PERMIT REQUIRED) Scale: I 11= I 1-011 @ FREESTANDING SCREEN WALL SECTION NOTES: . .i.. • ·i • II Ii •• . _ _ ~~iiv • II, II" • . _ 1~~7" 11 II -• ~ • I n --------~..,, ~~~·co--,,__ • - - .d.,~ . . I .i\ ~--. · .. "~~¥.I II --•• . ii -·•·· •• -~4~cJ,!I ·11 ~· _-•• _-_. = ~~-lh--'-"-~ -=-r~-·,; q -:--c ---:-:-:-.• "-. ~-'-- • . --.. ·--ir-4- •• ., • • .. . : ·"' ... · :· . ~ . • • . • . . . -~-~'!.--. ··.!.-.•• ~-.. . I. FOOTING TO BE POURED AGAINST UNDISTURBED SOIL OR RECOMPACTED SOIL PER STRUCTURAL SOILS REPORT. 2. GROUT SOLID ALL CELLS . LEGEND: CD 6'-0" HIGH PLASTER WALL SEE DETAIL E, THIS SHEET @ PLASTER FINISH. SEE FINISH SCHEDULE, SHEET LC-I FOR COLOR ~4 Q) 8x8x 16 C.M.U. BLOCK /.1.. ;-,, 4 #4 HORIZONTAL REBAR AT 24" O.C. © #4 VERTICAL REBAR AT 24" O.C. © 0 BEND INTO FOOTING AS SHOWN FINISH GRADE CONCRETE FOOTING-SIZE PER STRUCTURAL ENGINEER @ COMPACTED SUBGRADE DECORATIVE POT -TO BE SELECTED. CLEAR SEALANT ALL PENETRATIONS. @ ½• ABS DRAINAGE PIPE -DRILL THROUGH CENTER OF POT BASE, CONNECT INTO SUBSURFACE DRAINAGE SYSTEM. IRRIGATION LINE-½" COPPER PIPE TYPE K, DRILL THROUGH POT BASE AND SILICONE SEAL, SPRINKLER HEAD PER IRRIGATION PLAN. Scale: ¾11 = I 1 -011 @ WALL/SEAT WALL WITH STUCCO FINISH F<Yr ,,.,.,_ 2 3 SECTION 12" LEGEND: CD #4 BAR@ 24' o.c. -CENTER IN SLAB @ NATURAL GRAY CONCRETE PAVING WITH SAWCUTS PER PLAN ..,._,,.,,_, -COMPACTED SUBGRADE PER SOILS REPORT © FINISH GRADE 4 ~ Scale: I 1/211 = I 1-011 © PEDESTRIAN CONCRETE PAVING PAV-CON MJSDesign Group ,~ Landscape Architecture Planning Design Cannery Village 511 3oth St. Lafayette Newport Beach, CA 92663 (949) 675-9964 Fax (949) 675-9974 mjsdesigngroup.com AS BUILT DATE: 7-jz_/47 j (./) w -Q::: I-z w ~ -z ::> ~ ~ 1J 0 0 u ·a L c.. (./) 0 z ::s I (j -Iz OQ w~ ~u <( 0 u (/') 0() ~ <( V) ~ u w -Q::: z oZ ~j! (./) 0 ~ 0 u <( wQZ ~ UJ 0 <( ~ 0 Uuu Issued For: BUILDING DEPT. CONTRACTOR BID Revisions: &. CLARIFICATION PURPOSES 10.3.06 /.1.. CLARIFICATION PURPOSES 10-16-06 ~ ADDITIONAL PLANTING PLANS 1-19-07 Job No.: Drawn By: NS Check By: MJS Pion Date: 7.12.07 Scale: SEE DETAIL Title: CONSTRUCTION DETAILS Sheet No.: LC-4 ~ _J ~ @ ..._ _________________________________________________________________________________________________________________ _.__._ _________ ____,6 ' ' 8" OR 16" WIDE SEE NOTE 9' 13'-6" 14'-0' 6' • 9' 8"WIDE BLOCKAT RAISED PLANTER LEGEND: CD 8x8xl6C.M.U. BLOCK TURN CMU SIDEWAYS TO ACHIEVE 16" WIDE WALL THIS SECTION @ STEEL REINFORCEMENT BY OTHERS z 0 ~ ~ w w m 't.-++-- NOTES: I. CELLS with REBAR to BE GROUTED SOLID. 2. FOOTING to BE POURED AGAINST UNDISTURBED SOIL or RECOMPACTED SOIL PER STRUCTURAL SOILS REPORT 3. CONTRACTOR SHALL INSTALL VERTICAL EXPANSION JOINTS PERSTRUCT. ENG. RECOMMENDATIONS. 13'-6" I4'-0" RAISED -+--+-PLANTER --'° AREA Scale: 1/4'= I '-0'' (D STONE VENEER. SEE FINISH --++-'t_ SCHEDULE © STONE CAP. SEE FINISH SCHEDULE ® COMPACTED SUBGRADE @ CONCRETE FOOTING - 2500 PSI @ 28 DAYS. SIZE and REBAR PER ENGINEER Q} MEDIAN CURB ® FINISH GRADE ® DECORATIVE POT I I~ lilll 6' ELEVATION TURN CMU SIDEWAYS TO ACHIEVE 16" WIDE WALL THIS SECTION @ SIGN WALLAND PLANTERAT MEDIAN ;'., _, ,.,, SECTION LEGEND: 12" SQ. 8' o.c. CD I 1/2" SQ. TOP AND BOTTOM TUBULAR STEEL RAIL. 14 GUAGE @ I l/2'SQ. TUBULARSTEELPOST. I4GAUGE (D 5/8" SQ. TUBULAR STEEL PICKET@4' O.C. 18 GUAGE © FINISH GRADE ® CONCRETE FOOTING SLOPE TO DRAIN AS SHOWN @ RECOMPACTED SUBGRADE PER STRUCTURAL SOILS REPORT _,,--,.5 "'-----'6 NOTES: I. ALL STEEL SHALL BE PAINTED WITH I COAT BASE PRIMERAND 2 COATS SEMI-GLOSS. SEE FINISH SCHEDULE FOR COLOR. 2. ALL WELDS TO BE GROUND SMOOTH. 3. FENCE CONTRACTOR SHALL SITE VERIFY EXACT SIZE OF FENCE PRIOR TO FABRICATION. 4. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS. 5. LOCATION OF FENCE SHALL BE APPROVED BY L. ARCH. PRIOR TO INSTALLATION Scale: I /2" = 1 '-0" © TUBULAR STEEL FENCE TUB-FEN TURN CMU SIDEWAYS TO ACHIEVE 16' WIDE WALL THIS SECTION LEGEND: CD NATURAL BOULDER- POSITIONED BY LANDSCAPE ARCHITECT @ FINISH GRADE (D BACKFILLED AND COMPACTED SUBGRADE AROUND BOULDER 8" WIDE BLOCK AT RAISED PLANTER . . . . . , .. Scale: I /2' = I '-0" )00(.)0()( NOTES: · I. BURY 30% OF BOULDER TO CREATE A NATURAL IMPRESSION 2. USE STRAPS AND/OR CABLES TO PLACE BOULDERS 3. BOULDERS WITH EXCESS SCARRING WILL BE REJECTED 4. LOCATE BOULDERS BEST SIDE UP 5. SEE PLAN FOR BOULDER SIZE 6. TONAGE IS BASED ON I 00 lbs. PER CU. FT. 7. BOULDER TO BE FREE AND CLEAN OF CONRETE, PAINT, ETC. @ LANDSCAPE BOULDERS Scale: N.T.S. LAN-BOU MJSDesign Group "" Landscape Architecture • Planning Design Cannery Village 511 30th St Lafayette Newport Beach, CA 92663 1949) 675-9964 Fax (949) 675-9974 mjsdesigngroup.com ~s ~"t\FIC1.J'S 3235 • ,., EXP 03/31/09 'f', >-l MARKALAN SCHATTINGER '¾ '& s,GN1'<' :1l f FO!N11', S BUILl- oATE: ?--/;z./07- • (/) w -~ f-z w - (/) 0 z ::s I 0 -Iz oo w~ ~u u~ V) ocS <( <( (/) i:= u w z ol ~ ::> ~ o~~ I~ ---.l (/) 0 ~ 0 u <( woz ~ IJ.I 0 <(~al!'. <( 0 Uuu Issued For: BUILDING DEPT. CONTRACTOR BID Revisions: & CLARIFICATION PURPOSES 10.3.06 &. CLARIFICATION PURPOSES 10-16-06 &. ADDITIONAL PLANTING PLANS 1-19-07 Job No.: Drown By: NS Check By: MJS Plan Date: 7.12.07 Scale: SEE DETAIL Title: CONSTRUCTION DETAILS Sheet No.: LC-5 j 0 UJ ~-------------------------------------------------------------------------------------------------------------------'---'------------'6 ,. A. GENERAL NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. B. 1. 2. 3. A. B. C. D. E. F. G. H. I. J. K. L. M. C. 1 . 2. 3. BJarnNG: IT SHALL BE THE OWNER'S RESPONSIBILfTY IN INVIT!NG AND OBTAINING BIDS, SITTING ITS PROVISIONS AND INSTRUCTIONS TO BIDDERS, SECURING THEIR BONDS ANO WORKERS COMPENSATION INSURANCE CERl1FlCATES, ITC. TO FULLY ENSURE THE QUALITY AND TIMELY COMPLETION OF THE PROJECT. SCOPE Of WQBK: CONTRACTOR SHALL PROV!DE All LABOR, MATERIALS, EQUIPMENT ANO SERVICES NECESSARY TO FURNISH AND INSTALL ALL ELEMENTS AS SHOWN ON THE DRAWING AND SPECIFlED HERElN. fl AN Yf:fflffCAnON: THE DRAWING AND SPECIFICATIONS REPRESENT THE FINISH CONSTRUCTION PRODUCT. THESE DOCUMENTS MAY CONTAIN ERRORS, OMlSSlONS, CONTRADICTIONS, ETC. THE CONTRACTOR SHALL REVIEW ALL DOCUMENTS THOROUGHLY AND SHALL NOTIFY THE LANDSCAPE ARCHITECT ANO OWNER IMMEDIATELY UPON ANY SUCH DISCREPANCY. GOVERNING CODES SHALL THEN APPLY. LICENSE: THE CONTRACTOR SHALL BE A CALIFORNIA LICENSED CONlRACTOR. UNlfQRM BlJllQING CQQE: ALL CONSTRUCTION WITHIN THESE DRAWINGS SHALL CONFORM TO THE CURRENT EDITION OF THE UNIFORM BUILDING CODE AND ALL APPLICABLE GOVERNING CODES AND ORDINANCES. F]ELO VERIFICATION: CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. OWNER AND LANDSCAPE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. Dll.fENSION$: ALL SCALE DIMENSIONS ARE APPROXJMATE. WRITTEN DIMENSIONS ON DITA!LS AND PLANS TAKE PRECEDENCE OVER SCALED DIMENSIONS. MED::J0PS Of CONSTRUCTION: THE CONTRACTOR IS SOLELY RtSPONSlBLE FOR ALL CONSTRUCTION METHODS, MEANS, SEQUENCES, PROCEDURES AND TECHNIQUES. THE LANDSCAPE ARCHITECTURAL FIRM IS NOT LIABLE FOR CONSTRUCTION METHODS. lffil [if$: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYJNG THE LOCA110N OF ALL UNDERGROUND UTILITIES, ELECTRICAL CABLES. CONDUITS. AND IRRIGATION LJNES PRIOR TO ANY CONSTRUCTION, SO TI-lAT PROPER PRECAUTIONS MAY BE TAKEN NOT TO DAMAGE SUCH IMPROVEMENTS. PE8MffS ANP IN5PECTIONS: THE CONTRACTOR SHALL OBTAIN, COORDINATE AND PAY FDR ALL PERMITS, FEES AND AGENCY INSPECTIONS AS REQUIRED. $HOP QRAWJNGS: SHOP DRAWINGS SHALL BE SUBMITTED BY THE CONTRACTOR FOR THE CLARIFICATION OF ALL DESIGN CONCEPT DITAILS, IF REQUIRED BY OWNER OR GOVERNING AUTHORITY. LIABLE f9R QAMACE;: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED BY ITS OPERATIONS TO UTILmES, PLANTING, CONSTRUCTION, PERSONS, PROPERTY, ETC. AND SHALL PROVIDE PROTECTNE MEANS TO GUARD AGAINST DAMAGE. J IAW f fQB EJ':IDRQ,ACHUQII'. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ENCROACHMENT ONTO ADJACENT PROPERTY, RIGHT-OF-WAYS, EASEMENTS. SETBACKS OR ANY OTHER LEGAL PROPERTY RESTRICTIONS EITHER MARKED OR UNMARKED. S!lf MAJHJENAN.Cf· CONTRACTOR SHALL KEEP THE PROJECT SITE CLEAN AND FREE FROM RUBBISH AND DEBRIS. All DEBRIS SHALL BE REMOVED FROM SITE PER LOCAL CODE AND ORDINANCES. ~: THE CONTRACTOR IS SOLELY RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS DURING CONSTRUCTION. M;AT£RW..,S: ALL MATERIALS AND EQUIPMENT SPECIFIED IN THESE DRAWINGS SHALL BE NEW AND IN PERFECT CONDITTON WHERE INSTALLED. CONTRACTOR SHALL ALLOW AT LEAST 6-8 WEEKS FROM TIME OF PLACEMENT OF ORDER UNTIL DELNERY ON ANY SPECIFIED ITEM UNLESS OTHERWISE NOTED ON PLANS. SUBSJTTUTIQNS: DESlGN, MATERIAL. EQUIPMENT AND PRODUCTS OTHER THAN THOSE DESCRIBED OR INDICATED ON DRAWINGS MAY BE CONSIDERED FOR USE. APPROVAL FOR SUBSTITUTIONS SHALL BE OBTAINED FROM THE OWNER AND LANDSCAPE ARCHITECT. ALL SUBSTITUTIONS SHALL CONFORM TO LOCAL CODES AND ORDINANCES. GIJARAf:ITif: ALL WORK PERFORMED BY CONTRACTOR SHALL BE GUARANTEED BY THE CONTRACTOR FOR A PERIOD OF ONE YEAR FROM THE TIME OF COMPLETION AS DIRECTED BY OWNER, OR UNLESS OTHERWISE SPECIFIED HEREIN. FIELD OBSERVATIONS REOUJRED FIElD QBSERYA!JON WORK, THESE PLANS WERE PREPARED WITH THE UNDERSTANDING THAT THE OWNER OF SA!□ PlANS WILL USE PROFESSION.AL DESJGN ASSOC/ATES TO PROVIDE 'FULL' CONTRACT SERVICES INCLUDING FIELD OBSERVATION SERVICES DURING CONSTRUCTION, FAILURE TO USE PROFESSIONAL DESIGN ASSOCIATES TO PROVlDE AND COMPLETE THE FJELD OBSERVATION SERVlCES SET FORTH HEREIN WILL SIGNIF!CANlLY INCREASE THE MISINTERPRETATION OF THE INTENT OF THE DESIGN. UNAUTHORIZED MODIFICATIONS THERITO. AND FAILURE TO DETECT ERRORS ANO OMISSIONS IN THE PLANS AND SPECIFICATIONS BEFORE THEY BECOME COSTLY MISTAKES BUILT INTO THE PROJECT. THEREFORE; IN THE EVENT lHAT PROFESSIONAL DESIGN ASSOCIATES JS OTHERWISE PRECLUDED FROM COMPLETING THE FIELD OBSERVATION SERVICES SEf FORTH HEREIN, THE OWNER, OR SUBSEQUENT OWNER (INDIVIDUALS OR CORPORATIONS WHO HAVE PURCHASED THESE PLANS WITH THE PROJECT), AGREES TO HOLD HARMLESS, INDEMNIFY, AND DEFEND PROFESSIONAL DESIGN ASSOCIATES AND THEIR CONSULTANTS FROM AND AGAINST ANY AND ALL CL.AIMS. EJR Q OEJSEBYATION OOQRPHAATION: THE FOLLOWING OBSERVATIONS SHALL BE INITIATED BY TI-lE CONTRACTOR AND COORD1NATED THROUGH THE OWNER (JOB SUPERINTENDENT). THE CONTRACTOR SHAU.. NOTIFY THE OWNER {JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT NOT LESS THAN FORTY-EIGHT (48) HOURS IN ADVANCE OF ANY OBSERVATION. CONTINUED WORK WtTHDUT OBSERVATION OF THESE PHASES OF WORK IS AT THE CONTRACTOR'S RISK, WITH ANY REQUIRED CHANGES OR MODIFlCAT!ONS TO BE AT CONTRACTOR'S EXPENSE THE OWNER (JOB SUPERINTENDENT) SHALL INFORM THE LANDSCAPE ARCHITECT AS TO THE PURPOSE AND TIME OF THE OBSERVATION FORTY- EIGHT (48) HOURS IN ADVANCE. ,!·OB SUE MEETINGS AND RroUJREO INSPfCDONS= PRE-JOB MEETING ON SITE -PRIOR TO COMMENCEMENT OF WORK DURING SOIL PREPARATION FOR PLANTING AND IRRIGATION. 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 PLANTING. 30. 60 & 90-0AY MAINTENANCE INSPECTIONS. FINAL OBSERVATION/PROJECT CERTIFICATION. DRAINAGE NOTES SC0P£ Of WQRK: CONTRACTOR SHAU. PROVIDE ALL LABOR. MATERIALS. EQUIPMENT AND SERVICES FOR THE 1NSTALL.ATION OF A SUBSURFACE DRAINAGE SYSTEM. LICENSE: TI-IE DRAINAGE CONTRACTOR SHALL BE A C-27 LICENSED LANDSCAPE CONTRACTOR OR LICENSED PER APPROPRIATE LOCAL CODES. UNIFORM BUll,DfNG CODE· ALL DRAINAGE CONSTRUCTION SHALL CONFORM TO THE CURRENT EDITION OF THE UNIFORM BUILDING CODE AND ALL APPLICABLE GOVERNING AGENCIES. 4. 5. 6. 7. 8. 9. 1D. 11 . 12. 13. 14. 15. 16. D. 1 . 2. 3. 4. 5. 6. 7. B. 9. 10. 11 . 12. 13. 14. 15. 16. APPROVAi S / CERTIFICATIONS: THE CONTRACTOR SHALL INITIATE AND COORDINATE THROUGH THE OWNER ALL REQUIRED AGENCY APPROVALS. CONTRACTOR SHALL COOPERATE WITH THE OWNER AND OWNER'S ENG!NEER FOR LINE AND GRADE INSPECTION. BEl,,D yERIEJCATIQN: CONTRACTOR SHALL VERIFY ALL DfMENSfONS AND SITE CONDITIONS BEFORE STARTING WORK. OWNER AND LANDSCAPE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. lffiLffiE'S: CONTRACTOR SHALL LOCATE AND TAKE ALL PRECAUTIONS NECESSARY TO PREVENT UNDERMINING AND DAMAGE TO EXISTING UTlLmES. COQBOfNA.TJON: CONTRACTOR SHALL COORDINATE WITH APPROPRIATE TRADES TO LOCATE PIPE (IRRIGATION, EXISTING DRAINAGE, ELECTRICAL, ITC.) INFRINGING WITH DRAIN AND DRAIN LINES LOCATIONS BEFORE STARTING WORK. IBENGHJNG: PIPE TRENCH SHALL BE EXCAVATED STRAIGHT AND TRUE TO GRADE. IN GENERAL THE TRENCH WIDTH SHOULD NOT EXCEED THE DIAMETER OF THE PIPE PLUS lWO FEIT. TRENCH BOTTOM SHALL BE GRADED AND PREPARED TO PROVIDE A FlRM AND UNIFORM BEARING SURFACE THROUGHOUT ENTlRE LENGTH OF PIPE. SUBGRAQE: ALL SUBGRADE STABILIZERS FOR SUBSURFACE DRAINAGE SYSTEM SHALL BE PER STRUCTURAL SOILS REPORT. ~' SWALE LINE SHALL HAVE A 2% MINIMUM PITCH CONTINUALLY TO THE DRAIN INLET TO THE CATCH BASIN OR DISCHARGE POINT. SWALES SHALL HAVE A GENTLE UNIFORM CROSS PITCH WITHOUT ANY UNEVEN OR ABRUPT TRANSITlONS. .l!BAll,iS, DRAIN INLETS OR CATCH BASIN SHALL BE LOCATED AT SWALE LOW POINTS. ALL AREA DRAINS, CATCH BASINS, EfC. SHALL CONFORM TO ALL SPEClFlCATIONS AND RECOMMENDED INSTALLATION PROCEDURES OF MANUFACTURER. DRAIN UN£S: ALL DRAIN UNES SHALL BE ~4n (UNLESS OTHERWISE SPECIFIED BY OWNER) SDER 35, OR APPROVED BY LANDSCAPE ARCHITECT NON-PERFORATED TUBING, SOLVENT WELD ALL CONNECTIONS. ALL DRA!N LINES ON SLOPES TO BE SCHEDULE 40 PVC OR APPROVED BY LANDSCAPE ARCHITECT. ALL DRAINAGE PIPE SHALL BE INSTALLED PER MANUFACTURE'S SPEC!FICATlONS. ALL CHANGES IN DIRECTION IN THE DRAIN LINE SHALL BE WITH 45" ANGLE FITTINGS. INSTALL DRAIN LINE 12" BELOW FINISH GRADE MINIMUM. EXCEPT WHERE DRAIN LINES DAYLIGHT AT CURB. INVERT OF CURB DRAINS SHALL BE LOCATED MINIMUM OF 1" ABOVE GUTTER FLOW LINE, AND SHALL HAVE A MINIMUM CLEARANCE OF 2" TOP OF CURB AND TERMINATE AT LEAST 1" BACK OF CURB FACE. DRAIN LINES SHALL BE INSTALLED WITH A 1% SLOPE FROM THE DRAIN INLET TO THE DRAIN OUTLET. CQNN£CJ]QNS: ALL SUBSURFACE AND SURFACE DRAINAGE SYSTEMS SHALL BE CONTAINED WITHIN THE PROPERTY IT SERVES. ALL DRAIN INLETS SHALL BE CONNECTED TO A CENTRALIZED SYSTEM WITH DRAIN OlJTLEf WHICH EXITS AT CURB FACE OR CONNECTS INTO STORM DRAIN SYSTEM PER CIVIL ENGINEER. BACKFU J !NG: ALL BACKFILLING SHALL BE DONE IN ACCORDANCE WITH STRUCTURAL SOJLS REPORT. INSJ:AI I ATION UfKE£p: INTERIOR OF PIPE SHALL BE THOROUGHLY CLEANED OF ALL FOREIGN MATTER PRIOR TO, DURING AND AFTER INSTALlATION. CONTRACTOR SHALL MAINTAIN TH£ PROJECT SITE THROUGHOUT THE PROGRESS OF THE WORK IN A REASONABLE, DRY WORKABLE CONDJTION FREE OF SURFACE WATER. DEFECTS: ALL DEFECTS IN DRAINAGE SYSTEM SHALL BE CORRECTED THROUGH THE GUARANTEE PERIOD SPEClFlED HEREIN AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. CONCRETE NOTES SCOPE Of WQRK: CONTRACTOR SHALL PROVIDE ALL LABOR. MATERIALS, EQUIPMENT AND SERVICES FOR THE lNSTALlATION OF ALL CONCRETE Fl.AlWORK INDICATED ON THESE PlANS. PIAN YEfflflCATION: THE CONTRACTOR SHALL NOTIFY OWNER AND LANDSCAPE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR OMISSIONS ON ALL DRAWINGS. I fC£NSE· THE CONCRITE CONTRACTOR SHALL BE A C-8 CALIFORNIA LICENSED CONTRACTOR, OR A C-27 LICENSED LANDSCAPE CONTRACTOR IF CONCRETE rs APPURTENANT TO LANDSCAPE WORK. UNIFORM BUILOtNG CQQE: ALL CONCRETE CONSTRUCTION SHALL CONFORM TO THE CURRENT EDITION OF THE UNIFORM BUILDING CODE AND ALL APPLICABLE GOVERNING AGENCIES. FJEW y'ERIF)CATIQN: CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. OWNER AND LANDSCAPE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. COORQfr,JADQN: CONTRACTOR SHALL COORDINATE WITH APPROPRIATE TRADES TO LOCATE PIPE SLEEVES, (IRRIGATION, DRAINAGE, ELECTRICAL ETC.), BENEATH OR EMBEDDED IN CONCRITE BEFORE STARTING WORK. $OJI PBEPAAATION: ALL EXCAVATlON. GRADING. COMPACTION, ETC. SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE STRUCTURAL SOILS REPORT. ALL SOIL MODIFICATIONS SHALL BE UNDER THE SUPERVlSION OF A SOILS ENGINEER. $\JBG:RADJ;: ALL SUBGRADE MATERIAL, SAND, CRUSHED AGGREGATE, ETC., AND THEIR COMPACTION SHALL BE PER STRUCTURAL SOILS ENGINEER SPECIFICATIONS. ROCK AND SANO SfEQflCADONS: SAND AND AGGREGATE FOR CONCRETE SHALL BE CLEAN, NATURAL MATERIALS CONFORMING TO ASTM DESIGNATION C33. lUJ:EB: WATER FOR CONCRETE SHALL BE CLEAN AND FREE FROM DELETERIOUS SUBSTANCES. CEMENT: CEMENT SHALL BE PORTLAND CEMENT CONFORMING TO CURRENT REQUIREMENTS OF ASTM C-150, TYPE 1 OR 1YPE II. CEMENT SHALL BE OF THE SAME BRAND ANO TYPE USED THROUGHOUT THE PROJECT. ~: PROPORTIONING AND MIXING DF CEMENT, AGGREGATE, ADMIXTURE AND WATER TO ATTAIN REQUIRED PlAST!C11Y AND STRENGTI-1 SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE ACI MANUAL OF CONCRETE PRACTICE AND THE PCA "DESIGN AND CONTROL OF CONCRETE MIXTURES". COMffiESSJVE SJBENGTI:i OE CONCRETE: ALL CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE SlRENGTH OF 2,000 P.S.I. AT 28 DAYS WITH A SLUMP NOT TO EXCEED 4" CONFORMING WITH ASTM C-39. CONCRITE SHALL CONSIST OF A MINIMUM 5 SACK PORTI..AND CEMENT/SAND/GRAVEL MIX, CONFORMING WITH ASTM C-150. CQNCRFTf fQRM$: OWNER AND lANDSCAPE ARCHITECT SHALL APPROVE ALL CONCRETE FORMS PRIOR TO POURING FLAlWORK. FORMS SHALL BE CONSTRUCTED ACCURATELY TO DIMENSIONS, PLUMB AND TRUE TO LINE AND GRADE. FORMS SHALL BE SUBSTANTIAL, MORTAR TIGHT, BRACED AND TIED SO AS TO MAINTAIN POSlTIDN AND SHAPE DURING PlAC!NG OF REINFORCING AND CONCRETE. FORMS SHALL BE THOROUGHLY CLEANED OUT BEFORE CONCRETE lS PLACED ANO FORMS SHALL BE REMOVED WITHOUT DAMAGE TO CONCRETE. CARE SHALL BE TAKEN IN ALL DETAILS OF FORMING, SETTING, REINFORCING, MIXING AND PL.ACING ALL CONCRITE EXPOSED IN FlNISH WORK TO OBTAIN SMOOTH, EVEN SURFACES OF DENSE CONCRETE. AND CLEAN SHARP INSIDE AND OUTSIDE CORNERS. FORMS SHALL REMAIN IN PlACE LONG ENOUGH TO ALLOW CONCRETE TO SET PROPERLY. CONCRETE REINFORCING STFEl: CONCRETE, AS INDICATED PER PLANS. WITH STEEL SHALL BE GRADE 60, DEFORMED B!LLET STEEL CONFORMING TO ASTM A-615. LOCATE IN CENTER OF POUR TYPICAL WITH 2· MINIMUM CLEAR ALL EDGES. WIRE MESH RElNEORCQlENT: CONCRITE, AS INDICATED PER PLANS, TO HAVE 6 X 6 #10 WELDED WIRE MESH OR STEEL AS REQUIRED BY STRUCTURAL ENGINEER. LOCATE IN CENTER OR POUR TYPICAL WITH 2" MINIMUM CL.EAR ALL EDGES. 17. 1B. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. E. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. JHfCJ{NfSS Of CONCRETE: ALL CONCRETE FLATWORK SHALL HAVE A MINIMUM THICKNESS OF 4". ALL THICKENED EDGES FOR CONCRETE FLATWORK SHALL BE PER PLANS. A 1/2" RADIUS, OR PER PlANS, SHALL BE PROVIDED AT All. EXPOSED EDGES AND/OR CORNERS. CONCRETE FlNISH: 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 CONCRITE WITH MEDIUM BROOM FINISH. BROOM BNJSH: BROOM FINISH (WHERE INDICATED ON DRAWINGS), AFTER FINISH TROWELING, DRAW THE FOLLOWING BROOM TYPES ACROSS PERPENDICULAR TO TRAFFlC FLOW OR IN THE DIRECTION AS INDICATED ON THE DRAWINGS. + FINE BROOM -FINE OR SOFT TEXTURED BRISTLES + MEDIUM BROOM -MEDIUM STIFF BRISTLES * HEAW BROOM -COARSE OR STIFF BRISTLES ROCK SA.LT FINISH: APPLY ROCK SALT EVENLY OVER ENTIRE SURFACE JUST PRIOR TO FINISH TROWELING. PRESS SALT INTO THE SURFACE WITH TROWEL OR ROLLER SO THAT SALT JS EMBEDDED JUST BELOW SURFACE LEAVING THE TOPS OF THE CRYSTALS EXPOSED. ALLOW CONCRITE TO CURE. FINISH SHALL BE LIGHT, MEDIUM OR HEAVY PER DIRECTION OF LANDSCAPE ARCHITECT. 8EIA80ANT FJNISH: CONCRETE SURFACE SHALL BE EXPOSED USING LITHACHROME CONCRETE SURFACE RETARDER OR APPROVED EQUAL APPLY IN ACCORDANCE TO ALL SPECIFlCATIDNS AND RECOMMENDED INSTALLATJON PROCEDURES OF MANUFACTURE, AGGREGATE FOR CONCRETE 60-40 PEA GRAVEL BLEND. COLORED CONCRETE: COLORS PER CONSTRUCTION PLAN OR FINISH SCHEDULE. COLORS SHALL BE OF THE lNTEGRAL 1YPE MANUFACTURED BY L.M. SCOFIELD COMPANY OR APPROVED EQUAL SURFACES DIRECTED BY lANDSCAPE ARCHITECT SHALL BE SEALED WITH LITHOCHROME COLORWAX OR APPROVED EQUAL APPLY IN ACCORDANCE TO ALL SPECIFlCATIONS AND RECOMMENDED INSTALLATION PROCEDURES OF MANUFACTURE STAUP£D CQNCRm: CONTRACTOR SHALL INSTALL STAMP CONCRETE PATTERNS TD CONFORM TO ALL SPECIFICATIONS AND RECOMMENDED INSTALLATION PROCEDURES OF MANUFACTURE. AND SHALL USE MANUFACTURE'S RECOMMENDED PATTERNS, TOOLS AND FORMS. CONTRACTOR SHALL USE RUBBER STAMPS OR AS APPROVED BY LANDSCAPE ARCHITECT. COLOR HARDENER SHALL MATCH CONCRETE COLOR AND BE APPLIED PER MANUFACTURE'S RECOMMENDATIONS RELEASE AGENTS, AS PER PLANS, SHALL BE APPLIED PER MANUFACTURER'S SPECIFICATIONS. CONCREJE SAMPI E: CONTRACTOR SHALL PROVIDE OWNER WITH A 2' x 2' SAMPLE OF ALL CONCRETE FINISHES & STAMP PATTERNS PS PER PLANS. SAMPLES SHALL BE APPROVED BY OWNER AND LANDSCAPE ARCHITECT PRIOR TO POURING Fl.AlWORK. ~: CURE CONCRETE IN ACCORDANCE WITH REQUIREMENTS OF THE CURRENT ACI MANUAL OF CONCRETE PRACTICE. eosmvt: QBMNAGE: CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER DRAINAGE, WITHOUT PONDING ON ALL CONCRETE SURFACES. ALL CONCRETE FlATWORK SHALL SLOPE MINIMUM 1 % AWAY FROM BU1LDINGS, WALLS, ETC., lN THE DIRECTION OF SITE DRAINAGE. CQfiCBEif ,IOJNTS: CONTRACTOR SHALL INSTALL JOINTS AS NOTED OR PER S1RUCTURAL ENGINEERS SPECIFICATIONS. CONCRETE WAI KS O ESS THAN 8& p·): A TOOLED CONTROL JOINT, AT 1/4 DEPTH OF CONCRETE. SHALL BE PLACED 5' -O" O.C. MAX., AT ALL CHANGES IN DIRECTION AND AT ALL INSIDE CORNERS. EXPANSION JOINTS WITH PREMOLDED 3/8" ASPHALTIC JOINT OR ETHAFOAM FELT AS PER OWNER'S SPECIFlCATIONS, SHALL BE PLACED 2D' -O" O.C. MAX. CONCRETE fAVlNG: A TOOLED CONTROL JOINT AT 1 / 4 DEPTH OF CONCRITE, SHALL BE PLACED AT PLUS/MINUS 40 SQ. FEET MAXIMUM, ALL CHANGES !N DIRECTION AND AT ALL INSIDE CORNERS. EXPANSION JOINTS WITH PREMOLDED 3/8" ASPHALTIC JOINT OR ETHAFOAM FELT AS PER OWNER"S SPECIFICATIONS, SHALL BE PLACED AT ± 160 SQ. FT. MAX. AQJOfNWG FXISTING CONCRETE st IREAC£S: CONCRITE DESIGNATED ON PLANS TO MEET ALL EXISTING CONCRETE WALKS, DRIVEWAYS ETC. SHALL BE FLUSH AND INCLUDE AN EXPANSION JOINT BENIEEN THE SURFACES. DEFECTS: ALL DEFECTS IN CONCRETE WORK SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. MASONRY NOTES SCOPE Of WQRK: CONTRACTOR SHALL PROVIDE ALL LABOR, MATER1ALS, EQUIPMENT AND SERVICES TO CONSTRUCT MASONRY STRUCTURES INDICATED ON THESE PlANS. Pl AN Yf:RJFICATJQN: THE CONTRACTOR SHALL NOTIFY OWNER AND LANDSCAPE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR OMISSIONS ON ALL DRAWINGS. lJCENSf: THE MASONRY CONTRACTOR SHALL BE A C-29 CALIFORNIA LICENSED MASONRY CONTRACTOR, OR A C-27 LICENSED LANDSCAPE CONTRACTOR IF MASONRY IS APPURTENANT TO LANDSCAPE WORK. UNlfORM BUILDING CODE: ALL MASONRY CONSTRUCTION SHALL CONFORM TO THE CURRENT EDITION OF THE UNIFORM BUILOlNG CODE, MASONRY DESIGN MANUAL AND ALL APPLICABLE GOVERNING AGENCIES. A£L() VERjF]CATIQN: CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITTONS BEFORE STARTING WORK. OWNER AND LANDSCAPE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. COQROJNATJON: CONTRACTOR SHALL COORDINATE WITH APPROPRIATE TRADES TO LOCATE PIPE SLEEVES, IRRIGATION, DRAINAGE, ELECTRICAL ETC., BENEATH OR EMBEDDED IN MASONRY WALLS, BEFORE STARTING WORK. SOIL PREPARATION: ALL EXCAVATION. GRADING, COMPACTION, ITC. SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE STRUCTURAL SOILS REPORT. ALL SOIL MODIFlCATIONS SHALL BE UNDER THE DIRECTION OF A SOILS ENGINEER. ROCK AND SAND sefCIFlCAIJONS: SAND AND AGGREGATE FOR MASONRY SHALL BE CLEAN NATURAL MATERIALS CONFORMING TO ASTM DESIGNATION C-144 AND C-404. lllAifB: WATER FOR CONCRETE SHALL BE CLEAN AND FREE FROM DELETERIOUS SUBSTANCES. CfMfNT: CEMENT SHALL SE PORTl.AND CEMENT TO CONFORMING TO CURRENT REQUIREMENTS OF ASTM C-150, 1YPE I OR 1YPE II. CONCRm Bl OCK MASONRY UNITS SHALL BE TYPE II UNITS CONFORMING TO ASTM C-90 AND IN ADDITION THE REQUIREMENTS OF THE QUALITY CONTROL STANDARDS OF THE CONCRETE MASONRY ASSOCIATION OF CALIFORNIA. SIZE. TEXTURE & COLOR SHALL BE SHOWN ON DRAWINGS. EXEClffiQN: LAY MASONRY IN STRAIGHT COURSES IN RUNNING BOND, TRUE TO PLANE AND PLUMB WITHIN 1 /B" IN 10 FEIT. FACES OF MASONRY UNfTS SHALL BE ALL IN ONE PLANE. MAKE HORIZONTAL AND VERTICAL MORTAR JOINTS 3/8H THICK. TOOL ALL JOINTS FLUSH. CUT UNITS WITH MASONRY SAW. MQRTAB= MORTAR SHALL BE TYPE 's' AND CONFORM TO ASTM C-270. UNIFORMLY MIX IN THE RATlO 1 PART PORTI.AND CEMENT TO 1 /2 PART HYDRATED LIME OT 3 PART SAND. MORTAR TO MATCH COLOR OF BLOCK OR PER PLAN. .mmu:I: GROUT SHALL BE A FLUID CONSISTENCY AND MIXED IN THE RATIO BY VOLUME, 1 PART CEMENT, 3 PARTS SAND. OR 1 PART CEMENT, 3 PARTS SAND, 2 PARTS PEAGRAVEL GROUT SHALL ATTAIN A MINIMUM COMPRESSION STRENGTH OF 2,000 P.S.I. @ 28 DAYS_ COMPBfS5JYf SJBENGJH Of CONCRFTf: ALL CONCRITE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2,000 P.S.I. AT 28 DAYS OR PER STRUCTURAL ENGINEER'S RECOMMENDATIONS WITH A SLUMP NOT TO EXCEED 4" CONFORMING WITH ASTM C-39. CONCRETE SHALL CONSIST OF A MINIMUM 5 SACK PORTLAND CEMENT/SAND/GRAVEL MIX. CONFORMING WITH ASTM C-150. 16. 17. 1B. 19. 2D. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. F. 1 . 2. 3. 4. 5. 6. 7. 8. 9. UASONRY BflNFORC{NG SJ'EFI : STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 EXCEPT THAT 1/4" TIES MAY BE PLAIN BARS. WIRE REINFORCEMENT SHAU. CONFORM TO ASTM A-82. ~: ACCURATELY PLACE REINFORCING STEEL AS SHOWN ON THE DRAWINGS OR PER STRUCTURAL ENGINEER, POSrTIVELY SECURED AND SUPPORTED, NOT EXCEEDING 200 BAR DIAMETERS. IN SUCH A MANNER THAT NO MOVEMENT OCCURS WHEN GROUT IS POURED. REINFORCING AND THE WIRES SHALL BE EMBEDDED IN THE GROUT. LENGTH OF LAPPED SPLICE SHALL BE A MINIMUM OF 40 BAR D!AMITERS FDR TENSION, 30 BAR DIAMETERS FOR COMPRESSION, OR AS PER STRUCTURAL ENGINEER RECOMMENDATIONS. THE THICKNESS OF THE GROUT BElWEEN MASONRY UNITS AND REINFORCING SHALL BE A MINIMUM OF 1/4" FOR FINE GROUT AND 1/2" MINIMUM FOR COURSE GROUT. fOOJJNGS: CONCRETE FOOTINGS SHALL BE OF THE SIZE AND TYPE AS INDICATED ON DRAWINGS OR AS PER STRUCTURAL ENGINEER'S SPECIFlCATIONS. EARTHFORMS MAY BE USED FOR FOOTINGS ONLY WHERE SOIL IS FlRM AND STABLE AND CONCRETE WILL NOT BE EXPOSED. WEI PING: WELDING OF REINFORCING STEEL SHALL CONFORM TO AWS D12-1 AND REQUIREMENTS OF THE AMERICAN WELDING SOCIETY. GROUTING: ALL MASONRY SHALL BE REINFORCED, GROUT SOLID ALL CELLS WHICH CONTAIN REBAR, BOLTS ETC. GROUT CELLS BELOW GRADE SOLID. ALL REINFORCEMENT, BOLTS ETC. IN MASONRY SHALL HAVE A MINIMUM GROUT COVERAGE OF 3/4". REI QW GRADE CONSTRUCTION: MASONRY CONTRACTOR SHALL BE RESPONSIBLE FOR BACKFILLING ALL WALLS TO GRADES PER PLAN {DR PER CIVIL ENGINEER), FINISH GRADE FOR RUNOFF SWALE BEHIND ALL WALLS, PERFORATED DRAIN LINES COMPLETE AND CONNECTED TO DRAINAGE SYSTEM OR STREET, WATERPROOFING ALL WALLS BELOW GRADE AND ALL EXCAVATION NECESSARY FOR THE EXECUTION OF MASONRY WORK. FILL SOIL PER STRUCTURAL ENGINEER WALLS. ALL RETAINING WALLS SHALL BE ADEQUATELY SHORED DURING BACKFlLL OPERATION. EXPANS!ON ,IQ!NTS: CONTRACTOR SHALL PROVIDE EXPANSION JOINTS AT CORNERS AND AT .30' -O" ON CENTER OR AS REQUIRED BY GOVERNING AGENCY. SURPI lJS SOIi • MASONRY CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING ALL 'SPOILS' OR SURPLUS SOIL ON SITE AS A RESULT OF MASONRY WORK. UA,c;QNRY SAMPJ ,E: CONTRACTOR SHALL PROvtDE TO OWNER A 4' x 6' SAMPLE PANEL OF ALL MASONRY WALL TYPES ON PLANS. SAMPLES SHALL BE APPROVED BY OWNER AND LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. STUCCO APPLICATION: ALL STUCCO WORK SHALL CONFORM TO LATHING AND PLASTERING REFERENCE SPECIFICATIONS OF THE CALIFORNIA LATHING ANO PLASTERING CONTRACTOR'S ASSOCIATION, INC. AND STANDARDS FOR PUBLIC WORK CONSTRUCTION. STUCCO APPLICATION SHALL CONFORM TO ALL SPEClFICATIONS AND RECOMMENDED INSTALLATION PROCEDURES OF MANUFACTURER. PJASJEB PBQPOBDQNS: PL.ASTER FINISH TO INCLUDE: SCRATCH COAT -3/8" THICK 1 PART PORTLAND CEMENT PLASTER AND 4 PARTS DAMP LOOSE SAND BROWN COAT -3/8" THICK 1 PART PORTLAND CEMENT PL.ASTER AND UP TO 5 PARTS DAMP LOOSE SAND COLOR FlNJSH COAT -1 /8" THICK PORTLAND CEMENT PLASTER MIX WITH WATER ONLY PORTLAND CEMENT PLASTER MIX INCLUDES: 1 PART PORTLAND CEMENT 1/4 PART HYDRATED UME WATERPROOFING ADMIXTURE {PER MANUFACTURE'S SPECS.) PJ ASJER flNJSH: ALL PLASTER FINISHES, TEXTURES AND COLORS SHALL MATCH REFERENCED ARCHITECTURE OR AS DIRECTED BY OWNER. CONTRACTOR SHALL SUPPLY A 2' x 2' SAMPLE OF ALL PLASTER FINISHES FOR OWNER'S APPROVAL. WATER SEAL, APPLY WATER SEALER TO ALL PLASTER FINISHES UNLESS OTHERWISE APPROVED IN WRITING BY OWNER. MASONRY VENEER/THE: ALL TILE, BRICKS, PAVERS, PRECAST CONCRETE VENEER AND CAPS SPECIFIED ON PLANS TO BE APPLIED PER MANUFACTURER'S RECOMMENDATIONS. SPEQAJ MASONRY WA! I UAIERfAJ $· ALL SPECIAL WALL MATERIALS, FOAM ETC. SHALL CONFORM TO ALL SPEC!FICATIONS AND RECOMMENDED INSTALLATION PROCEDURES OF MANUFACTURER. DEffCIS: ALL DEFECTS IN MASONRY WORK SHALL BE CORRECTED THROUGH THE GUARANTEE PERIOD SPECIFIED HEREfN AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. CARPENTRY NOTES Pl AN YfBjf]CADQN: THE CONTRACTOR SHALL NOTIFY OWNER AND LANDSCAPE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR OMISSIONS ON ALL DRAWINGS. llCENSf: THE CARPENTRY CONTRACTOR SHALL BE A C-29 CALIFORNIA LICENSED CARPENTRY CONTRACT OR A C-27 LICENSED LANDSCAPE CONTRACTOR IF CARPENTRY IS APPURTENANT TO LANDSCAPE WORK. UNIFORM BUH rnNG CODE: ALL CARPENTRY CONSTRUCTION SHALL CONFORM TO THE APPLICABLE EDITION OF THE UNIFORM BUILDING CODE AND ALL GOVERNING AGENCY CODES. R£lD V£RlflQATIQN: CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. OWNER AND LANDSCAPE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. OEl MID'. AND $TOR.AGE: ALL MATERIALS, lN SO FAR AS IS PRACTICAL, SHALL BE DELNERED TO THE SITE IN THE MANUFACTURER'S ORIGINAL CONTAINERS AND SHALL BEAR THE TRADEMARKS AND NAMES THEREOF. GRADE MARK SHALL BE STAMPED ON ALL STANDARD YARD-DIMENSION LUMBER OR CERTIFIED FOR COMPLIANCE. EACH PIECE OF TREATED LUMBER SHALL BE STAMPED. LUMBER SHALL BE CAREFULLY STACKED TO PREVENT WARPING AND SHALL BE KEPT DRY. CQNNECTIQNS: MEMBERS SHALL BE ACCURATELY CUT AND FITTED AND SOLIDLY FASTENED TOGETHER TO PRODUCE PLUMB, LEVEL AND RIGID CONSTRUCTION. SLICING OF FRAMING MEMBERS BETWEEN SUPPORTS IS PROHIBITED. FACES OF ALL MEMBERS SHALL BE INSTALLED IN EVEN TRUE PLANES. NAILING, SPIKING AND BOLTING SHALL BE DONE IN ACCORDANCE WITH UNIFORM BUILDING CODE. MITAL CONNECTORS AND JOIST HANGERS SHALL BE LOCATED WHERE SHOWN OR PER UNIFORM BUILDING COOL DRILL HOLES FOR BOLTS THE SAME OIAMITER AS THE BOLT SHANK PLUS 1/16". PROVIDE WASHER UNDER BOLT HEADS AND NUTS. ALL THROUGH BOLTS LENGTHS ARE TO BE WIDTH OF MEMBERS PLUS 1" OR SIZE PER Pl.AN. LAG SCREWS ARE NOT TO BE DR!VEN. DRILL HOLES FOR LAGS FIRST TO DIAMETER AND DEPTH OF THREAD, FOLLOWED BY DRIWNG TO 75% OF SHANK DIAMETER ANO DEPTH OF THREAD. WOOD SCREWS SHALL NOT BE DRIVEN. PROVIDE SUB-DRILLED HOLES FOR ALL SCREWS OR USE SELF- DRILLING SCREWS. TIGHTEN BOLTS AND SCREWS AT INSTALlATION AND RETIGHTEN JUST PRIOR TO COMPLETION OF PROJECT. ALL CONNECTIONS NOT DESIGNATED ON PLANS SHALL BE PER UNIFORM BUILDING CODE S129 NAIL AND CONNECTION SCHEDULES. LUMBER QUA! fJY: ALL LUMBER TO BE DOUGLAS FIR, GRADE NO. 1 SELECT, SMOOTH FOUR SIDES, UNLESS OTHERWISE NOTED PER PLANS. ALL LUMBER SHALL BE IDENTIFIED AS TO SPECIES, GRADE, AND STAMPED BY WEST COAST LUMBER INSPECTION BUREAU. PRfSSURE TREAJEQ LUMBER: All WOOD BEARING ON CONCRITE MASONRY, ON OR BURIED INTO GRADE, OR SPECIFIED PER PLANS SHALL BE PRESSURE TREATED DOUGLAS FIR NUMBER 2 UNLESS OTHERWISE NOTED. HARQWARE: AU. NAILS, CONNECTORS, OR OTHER HARDWARE SHALL BE HOT DIPPED GALVANIZED OR CADMIUM PLATED, UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL PAINT ALL HARDWARE (PER PAINTING AND STAINING NOTES) TO MATCH WOOD FINISH. 11. G. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. H. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. fOOTINGS= CONCRETE FOOTINGS SHALL BE OF THE SIZE AND lYPE PS INDICATED ON DRAWINGS OR AS PER STRUCTURAL ENGINEER'S SPECIFICATIONS. EARTHFORMS MAY BE USED FOR FOOTINGS ONLY WHERE SOIL IS FIRM AND STABLE AND CONCRITE WILL NOT BE EXPOSED. DEfECJS: ALL DEFECTS IN CARPENTRY WORK SHALL BE CORRECTED THROUGH GUARANTEE PERIOD SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. TUBULAR STEEL / METAL NOTES SCQPE Of WQBK: CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES FOR THE INSTALLATION OF ALL TUBULAR STEEL / MITAL WORK INDlCATED ON THESE PLANS. Pl AN VfRJfJCADQN: THE CONTRACTOR SHALL NOTIFY OWNER AND LANDSCAPE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR OMISSIONS DN ALL DRAWINGS. I lCfNSf: THE TUBULAR STEEL CONTRACTOR SHALL BE A C-23 CALIFORNIA LICENSED TUBULAR STEEL FENCE CONTRACTOR. UNIFORM 81.JU,[»NG COQE: ALL CONCRETE CONSTRUCTION SHALL CONFORM TO THE CURRENT EDITION OF TI-lE UNIFORM BUILDING CODE AND ALL APPLJCABL.£ GOVERNING AGENCIES. 0El0 yERjFJCATIQN: CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. OWNER AND LANDSCAPE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES . WORKMANSHfP: ALL TUBULAR STEEL WORK SHALL BE PLUMB, STRAIGHT AND TO LINE AND HEIGHT, LEVEL WITH ACCURATE ANGEL AND SURFACES AS INDICATED ON DRAWINGS. MATERIAL STAHOARQS: ALL METAL WORK SHALL BE FREE OF DEFECTS WHICH IMPAIR STRENGTH, DURABILrTY AND APPEARANCE. STEEL BARS, PLATES, ITC. SHALL CONFORM TO ASTM A-36. WRDJMG: WELDING OF TUBULAR STEEL SHALL CONFORM TO AWS D12-1 AND REQUIREMENTS OF THE AMERICAN WELDING SOCIETY. WELD ALL CONNECTIONS CONTINUOUS AND SOLID. GRIND ALL WELDS SMOOTH. fOOJl:NGS: CONCRETE FOOTINGS SHAU. 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 STABLE AND CONCRCTE WILL NOT BE EXPOSED. ~' CONTRACTOR SHALL CAP ALL EXPOSED ENDS OF TUBING. MJlI, ALL EXPOSED SURFACES TO BE PAINTED WITH 1 COAT OXIDE BASE PRIMER AND PAINTED WITH 2 COATS OF RUST INHIBITING ENAMEL PAINT. COLOR AND FINISH PER DRAWINGS. CLEANING: AFTER ERECTION, CLEAN OFF ALL RUST, SCALE AND OlL CLEAN FlELD WELDS. BOLTS AND ABRADED AREAS. TOUCH UP ALL AREAS WITH THE SAME MATERIAL AS USED FOR THE SHOP COAT LEAVlNG ALL SURFACES READY TO RECEIVE FINISH COATS. DEFECTS, ALL DEFECTS IN TUBULAR STEEL/METAL WORK SHALL BE CORRECTED THROUGH THE GUARANTEE HEREIN, AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTJON OF THE OWNER. PAINTING AND STAINING NOTES SCOPE Of WORK: CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES FOR THE SANDING, PRIMING. PAINTING OR STAJNING OF ALL MATERIALS INDICATED ON THESE PLANS. PLAN VERlftCATION: THE CONTRACTOR SHALL NOTIFY OWNER AND LANDSCAPE IMMEDIATELY ARCHITECT OF ANY DISCREPANCIES OR OMISSIONS ON ALL DRAWINGS. UNIFORM BUllpltJG CODE: ALL PAINTING AND STAINING SHALL CONFORM TO THE CURRENT EDITION OF THE UNIFORM BUILDING CODE AND ALL APPLICABLE GOVERNING AGENCIES. FIELD VE:RlFlCATION: CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. OWNER AND LANDSCAPE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. MAJERIAIS, ALL PAINTS AND STAJNS SHALL BE AS INDICATED ON DRAWING AND SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFlCATIONS. ALL PAINT SHALL MEIT THE REQUIREMENTS OF THE APPROPRIATE AJR POLLUTION CONTROL DISTRICT. PAJNT SHALL BE HOMOGENOUS, FREE OF CONTAMINANTS AND OF A CONSISTENCY SUITABLE FOR THE USE FOR WHICH IT IS SPECIFIED. THE PIGMENT SHALL BE PROPERLY DISPERSED THROUGHOUT THE MATERIAL SUCH THAT THE PIGMENT DOES NOT SETTLE APPRECIABLY, DOES NOT CAKE OR THICKEN IN THE CONTAINER, OR BECOME GRANULAR OR CURDLED. Qfil-1\lfflY: PAINT MATERIALS SHALL BE DELIVERED TO THE WORK SITE IN NEW, UNOPENED, AIRTIGHT CONTAINERS, APPROPRIATELY IDENTIFlED WITH THE MANUFACTURER'S NAME, DATE OF MANUFACTURE, lYPE OF PAINT OR PAINT MATERIAL A AND LOT OR BATCH NUMBER. EXECUTION: PAINT SHALL BE APPLIED ONLY ON THOROUGHLY DRY SURFACES AND DURING PERIODS OF FAVORABLE WEATHER. SURFACES TO BE PAINTED OR STAINED SHALL BE FREE FROM DUST, GREASE, OR OTHER DELETERIOUS SUBSTANCES THAT WOULD PREVENT BONDING. APPLJCATJQN: PAINTING SHALL BE DONE !N A NEAT AND WORKMANLIKE MANNER AND !N ACCORDANCE WITH ALL CODES AND REGULATIONS. UNLESS OTHERWISE SPECIFIED, PAINT SHALL BE APPLIED BY BRUSH, ROLLER OR SPRAY METHODS. FlNISHED SURFACES SHALL BE UNIFORM AND FREE OF DEFECTS (DRIPS, RUNS BRUSH MARKS, THINK AREAS, ETC.). PAfNDNG I \JMBEB: UNLESS OTHERWISE SPECIFIED, ALL NEW LUMBER REQUIRING PAINTING SHALL CONSIST OF A PRIMER AND TWO FINISH COATS FOR WOOD STRUCTURES. WOOD SURFACES DESIGNATED TO BE PAINTED SHALL BE CLEANED. WHEN PERMITTED BY THE JOB SUPERINTENDENT, THE FIRST COAT OF PAINT MAY BE APPLIED PRIOR TO ERECTION. AFTER 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 COAT lS 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 DELETERIOUS MATERIAL BEFORE ADDITIONAL PAINT IS APPLIED. SURFACE PREPARATION FOR PAINTING GALYANIZEP SURFACES· GALVANIZED SURFACES SHALL BE PREPARED FOR PAINTING BY HAND SCRAPING OR WIRE BRUSHING. AFTER HAND CLEANING, ALL GALVANIZED SURFACES SHALL BE CLEANED BY SOLVENT CLEANING PROCEDURES FOR REMOVING DETRIMENTAL FOREIGN MATTER SUCH AS OIL, GREASE, SOIL, ETC. AFTER WASHING, ALL AREAS SHALL BE ROUGHENED BY ABRASIVE BLASTING. GALVANIZING SHALL NOT BE REMOVED BY THIS OPERATION. EXISTING WOOD SllRfACF PREPARATION: WOOD SURFACES SHALL BE PREPARED FOR PAINTING BY REMOVING ALL CRACKED OR PEELED PAINT, LOOSE CHALKY PAINT, DIRT AND OTHER FOREIGN MATTER BY WIRE BRUSHING, SCRAPING, SANDING DR OTHER APPROVED MEANS IMMEDIATELY PRIOR TQ PAINTING. ALL SURFACES SHALL BE WIPED OR DRY BRUSHED TO REMOVE ANY DUST OR CHALKY RESIDUE THAT MAY RESULT FROM CLEANING OPERATIONS. ALL WOOD DESIGNATED TO BE PAJNTED SHALL BE THOROUGHLY DRY BEFORE PAINT IS APPLIED. EINl$H $6¥Pl,E: 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. D£FFCTS, THE CONTRACTOR SHALL PROTECT ALL PARTS OF THE STRUCTURE OR ADJACENT IMPROVEMENTS AGAINST DISFIGUREMENT N3 A RESULT OF ITS PAINTING OPERATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED BY !TS OPERATIONS TO VEHICLES, PERSONS OR PROPERTY AND SHALL PROVIDE AT ITS EXPENSE PROTECTIVE MEANS TO GUARD AGAINST SUCH DAMAGE. MJSDesign Group ,~ Landscape Architecture Planning Design Cannery Village 511 30th St. Lafayette Newport Beach, CA 92663 (949) 675-9964 Fax (949) 675--9974 mjsdesigngroup.com AS BUILT DATE: r/(z/a--r I (/) UJ -~ 1-z UJ -z :::, ~ ~ 0 u (/) 0 z ::S I 0 -Iz QO UJ ~ ~u u~ U) o(S <( (/) UJ ~ 0 I (/) ~ z => ~ ~ 0 _J Q) -0 0 u <( UJ Oz ~ UJ 0 <( ~ ~ <( 0 Uuu Issued For: BUILDING DEPT. CONTRACTOR BID Revisions: 8, CLARIFICATION PURPOSES l 0.3.06 &. CLARIFICATION PURPOSES 10-16-06 & ADDITIONAL PLANTING PLANS 1-19-07 Job No.: Drawn By: MJS Check By: MJS Plan Date: 7.12.07 Scale: NO SCALE Title: CONSTRUCTION SPECIFICATIONS Sheet No.: LC-6 "'.l ..J ~ 0 UJ ,..._ _______________________________________________________________________________________________________________________________________________ __l_J _____________ _j~ ..... I q I I 1, \ 1, FOR VALVES A-I THRU A-15 SEE WALL PLANS BY MJS DESIGN GROUP ¼" I¼" l/4" 1/ ¼' ¼' /RRJGAT/ON LEGEND SYHBOL HANUFAC71.JR£JVMODEL QHF @@ IWNSIRD IIKH-PRS-5 Q,H @@@ RAJNSfRD 1804-PRS-B Q,H,F (110111 RAJNBIRD 1~10 Q,H,F @ Ill $ RAJNB/RD JBlH-PRS-12 Q,1-1,F 1llt) QJHID RAJNBIRD 1804-PRS-l5 Q,H,F 4' l,. & RAIN8/RD 1812-PRS-8 Q,H,F (jl09 RA/NB/RD /812-~J0Q,H,F rp □ EE IWNBIR.D IBl2-PP5-J2Q,H,F ~ □ rn RAIMJIRD 1812-PRS»ISQ,H,F • .6. A RAJNBIRD PA-8S-BQ,H,F .. (} RAJNBIRD PA,,85../0 Q,H,F ljl Ill [I RAINBIRD PA.../JS../2 Q,H,F 'a ~ /WNBJRD PA-IJS-15 Q,H,F i!JM IWNBIRD JBIZ-PRS-5-B Q,H,F © RAJNBJRD 18/2-1402 NDSYMBOL RA/NB/RD V RA/NB/RD 9.62 ,. ..... ..... ..... ~ CONNECT TO EXISTING WATER MITERAND 1, I 22.10 DESCRJPTION PSI GPM PRECJP. RA.TE RADIUS QTR. HA1F RJLL ,P POP-UP TURF SPRAY 30 0.10 0.20 I.BJ 4' POP-UP 1URF SPRAY 30 0.26 0.52 1.05 1.83 4'POP-UPTURFSPRAY 30 a39 0.79 1.58 1.15 ,P POP-UP TIJRF SPAA Y 30 0.65 1.30 2.60 2.01 4•POP-UPTURFSPAAY 30 0.92 1.85 3.70 1.83 ITPOP-UPSHRUBsPMY 30 0.26 D.52 1.05 2.37 12" POP-UP SHRUB SPRAY 30 a39 0.79 1.57 1.75 12! POP-UP SHRUB SPRAY 30 0.65 1.10 2.60 2.01 J2•PQP-UPSHRUBSPRAY 30 0.92 1.85 3.70 I.BJ 12•RJSERSHRUBSPMY 30 0.26 0.52 I.OS 2.37 12• RJSERSHRllB SPRAY 30 0.39 0.79 1.57 1.75 12• RJSERSHRUB SPRAY 30 0.65 I.JO 260 2.01 12•RJSERSHRUB SPRAY 30 0.92 1.85 3.70 I.BJ 12• POP-tJP SHRUB BUBBlER 30 0.1.5 0.50 I.BJ SHRUB TRICKLE BUBBLER 30 0.50 ALL SHRUB SPRAY HEADS INSTAU.ED FARTI-IER THAN FM: (5) FEET FROM PAVING, CURBS, SIDE\VALKS, STEPS, TURF BOUNDARIES OR OTHER PEDESTR!AN AREAS MAY BE INSTALLED ONA RAIN BIRD PA-6AS SHRUB ADAPTER WITH THE NOZZLE AS SHOWf\l VANNOZZLE ,. 8' '" 12' JS' 8' '" 12' IS' 8' '" 12' JS' 5' 3' ..... ,. 24.05 SYHBOL MANUFACTURER/MODEL [Bl EX/5T1NGWA1ERME'TFR. :a FEBC0825Y NOSYMBOL HUNTER I& IRRl7RDL &/B\ IRRITR.OL (I) WILKJNS KING BROS. () RAINBIRD " RAINS/RD ASAPPRDVED SQ-1,fO U'YR ~OWNUNe" PVC PIPE -··-··-ASAPPROVED 11111111 I """"1 ASAPPR.OVED NO SYHBOL AS APPROVED NO SYl1BOL SPEARS ) • .. .. f DESCRIPTION VERIFY SIZE AND LOCATION IN RELD LlNE SIZE BACKFLOWPREVENT70N UNfT PACIFIC COAST HIGHWAY ·. . . . •. .. . .-4 / 1/." ¼' V .. '::'.:::::::;::::::::. / 0 <( ~ t I VI 0 w L 6 • .. ·• / RAJN..CUKAUTOMATIC RAIN SHUTOFF DEV1CE. FOR RAIN SENSOR PLACEHENT. SEE NOTETHIS SHEET .. MODEL# HC PLUS-24 STA110N CONTROilER W/vWN1'rRBOX TOP MOUNT ENQ.OSURE (COLOR TO BE GREEN) MODEL# MC PLUS -12 STATION CONTROLLER W/W1NTERBOX TOP MOUNT ENCLOSURE (COLOR TO BE GREEN) CAST IRON FLANGED BALL VALVE-3• & lARGER BLOCKED 1RUE UNION PVC -2" & SMALLER (LOCATE IN PL.ANTER AREAS-SHOWN FOR CLARITY ONLY) 44RC I• QUICK COUPLER VAL 'ti: PEBSERJES Pl.AfT1C ELECTRIC REMOTE CONTROL VALVE" (SIZE AS SHO\.'\'N ON PLAN) NON-PRESSURE LATERAL PVC PIPE CLASS 200 FOR SIZES 3/4" -3" W/PVCSCH.40FITTINGS- BURY MIN. 12' BELOW GRADE (SIZEASNOTEDONPLAN). lA'JEAAL LINE ON GRADE (SIZE PER PW,JJ PRESSURE MAINLINE SCH. 40 PVC IN PLANTER AREA FOR SIZES 3/4' - I l/2', FOR2' & LARGER USE CL.ASS 31 S PVC-BURY MIN. 18' BELOW GRADE l'51ZE J.S NOTED ON PLAN). PV'C PIPE SCH. 40 SLEEVING, lWICE THE DIAMETER OF PIPE OR WIRE BUNDI.£ CARRIED- EXTEND 12." BEYOND EDGE OF PAVlNG & PLACE BELOW ALL PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATNE. IRRJGAT10N CONTROL \.V1RE #1.fl.JF AWGDJRECTBUR!Af. (U.L APPROVED) DS-4(}() PRE-FJUED W1RE CONfl/ECTORS FOR USE ON ALL WIRE CONNECTIONS • 4· ·• • . . . . -. . . - ·. . . - •· • LIMIT OF WORK 65' FROM B.C.R. 1/ .. " V %' I R 1· ¥ .. " V I y .. • ~ V 1/." V ,. V 1/." v.- '-¾' V ,. CONNECT TO EXISTING WATER METER AND BACKFLOW DEVICE ¾" ¾" ..... ..... I mlD I 19.25 GENERAL IRRIGATION NOTES AU_ CITY OF NEWPORTBEAOf AND STATE lAVw'S, RULES AND REGULATIONS GOVERNING OR RELATING TO Af.JY PORTION OFTHIS WORK ARE HEREBY INCORPORATED INTO AND M,ADE A PART OF THESE SPEClFICATIONSAt,,10 THEIR PROVISIONS SHALL BE CARRIED our BY THE CONTRACTOR. V I0.96 2 THE CONTRACTOR 5HAl..L VERIFY TI-IE LOCATIONS OF ALL EXISTING UTIUTIES. STRUCTURES AND SERVICES BEFORE COMM EN ONG WORK. THE LOCATIONS OF UTIUTIES, STROCTURESAND SERVICES SHOWN lN THESE Pl../\N.SARE APPROXJMATE ONLY. N-IY OISCREPANOES BETWEEN THESE PLANS ANO ACTUAL FIELD CONDmONS SI--W.L BE REPORTED TO THE OWNER'S REPRESENTATNE. 3 THE CONTRACTOR SHALL OBTA!N THE PERTINENT ENGINEERING OR AROifTECTURAL PLANS BEFORE BEGINNING WORK. 4 THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGJNNINGWORK. 5 THIS DESIGN IS DIAGRAMMATIC. All EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN OMITYONLY AND !STO BE INSTAUED WITHIN PLANTING AREAS. 6 DO NOT'NILLFULLY INSTALLAN'fEQUlPMENT Afj SHOV\IN ON THE PLANS WHEN ITlSOBVIOUSINlHE FIELD TH/ff UNKNOWI\I CONDITIONS EXIST TI--tATWERE NOT EVIDENT ATIBE TIME TI-IESE PI.A.l"'1S1NERE PREPARED. Af.NSUCl-l CONDITIONS SHAll.. BE BROUGl-fTTO lHE ATTENTION OF THE OWNER'S REPRESEITTATNE PRIOR TO ANY WORK OR THE IRRfGATION CONTRACTOR SHALL ASSUME ALL RESPONSlBILllY FORA.NY FIELD CI-W-,JGES DEEMED NEO:SSARY BY THE OWNER. 7 INSTALL ALL EQUIPMENT "5 SHOWN IN THE DETAILS AND SPEQFICATIONS. CONTRACTOR SHAU. BE RESPONSIBLE TO COMPLYV'Y'ITH LOCAL CfTY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSfAl..iATION. 8 CONTRACTOR IS TO PROVIDE AN ADDffiONAL P!LOTWIRE TO TI-IE END OF THE MAJNLINE RUN IN TWO DIRECTIONS FROM THE CONTROLLER 9 A!.L PIPE UNDER PAVED MEAS TO BE INSTALLED IN ASCH 40SLEEVETWJCETI-tE DIAMETEROFTI-tE PIPE CARRIED. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED 1N A SOI. 40 SLEEVE THE SIZE REQUIRED TO EASILY PULL WIRE THROUGH. AlLSLEEVESTO BE INSTALLEDWITT-f A MINIMUM DEm---1 /.SSHO'M',,1 ON TI-IESI..EEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12' PAST THE EDGE OFlHE PAVlNG ALL SLEEVES TO BE/.SSHOWNONTI-IEPi.J!J'.IS. 10 All VALVES TO BE INSTALL£□ IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL VALVES TO BE tNSTAUEO J,S SHOWN ON THE INSTALLATION DETAILS. 11 ALL HEADS ARE TO BE INSTALLED WITH TI-tENOZZLE, SCREEN ANO ARCS SHOWN ON THE PLANS. ALL HEADS ARE TO BE Af)JUmo TO PRENENT OVERSf'RAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. TI-HS INCLUDES, BLJT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLESW'llH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. 12 INSTALLANTI-DIWN VALVES AS REQUIRED TO PREVENT LOW HEAD DAAJNAGE. ANY HEAD lH.AT DRAINS FOR MORE 11-tAN ONE MINUTE REQUIRES AN ANTl-0/VJN VALVE. 13 TREE LOCATIONS TAKE PRIORITY OVER IRRIGATION PIPING. STAKE TREE LOCATIONS PRIOR TO TRENCHING PIPE. RAIN SENSOR PLACEMENT: THE RAIN SENSOR SHALL BE INSTALLED ON THE IRRIGATINO CONTROLLER-SEE DETAIL THE AREA SELECTED SHALL BE IN A CLEAR OPEN AREA NOT EFFECTED BY SHADE FROM A BUILDING OR TREE. ALL WIRING SHALL BE CONCEALED PER THE DIRECTION OF THE LANDSCAPE ARCHITECT EITHER WITHIN PVC CONDUIT OR OTHER MEANS Af, DIRECTED BY THE LANDSCAPE ARCHITECT. V -._:-.-- .,,,. -1 ·v & KEYMAP S' M I ....I I I-w w V I V, w I w V, w 1/." z I ....I I u ~ 1/." I: ¾·~I PROTECT IN PLACE EXISTING WATER MAIN AND STREET LIGHT CONDUIT. FIELD VERIFY ALL UTILITY LOCATIONS PRIOR to CONSTRUCTION NOTE: VALVE LOCATIONS SHOWN FOR CLARITY ONLY. DO NOT INSTALL IRRIGATION VALES IN TURF AREAS. SCALE: N.T.S. 20' MJSDesign Group ,oc Landscape Architecture Planning Design Cannery Village 511 30th St. Lafayette Newport Beach, CA 92663 (94t) 675-91164 Fax (949) 675-9974 mjsdesigngroup.com AS BUIL_I_ DATE: 7t/(Z,/or (,/) LU -Ck:: 1-z LU - (,/) 0 z ::s I C, -z 0 Issued for: BUILDING DEPT. CONTRACTOR BID Revisions: /1. CLARIFICATION PURPOSES 10.3.06 & CLARIFICATION PURPOSES 10-16-06 &. ADDITIONAL PLANTING PLANS 1-19-07 Job No.: Drawn By: NS Check By: MjS Pion Date: 7.12.07 Scale: 1/10'' = 1'-0" Title: IRRIGATION PLAN Sheet No.: LI-l ~ J ~ @ I: ,_ ________________________________________________________________________________________________________________________________________________________________ ..._ ..... ______________ __.() I ,/ /, /, ¾' I' L ;.-- ¼' ow txl IRRIGATION LEGEND SYMBOL MANUFACTIJREM10DEL QHF @@ RAJNBIRD I SlH-PPS-5 Q.H @@@ RAINBIRD 1804-PRS,8 Q,H,F (l)Ol!I RAJNBfRD 1804-PRS-I0Q,H,F (ii O $ RAJNBIRD IBtH-PRS-llQ,H,F iJII) <II> ® RAWBIRD l~l5 Q,H.F 4' " "' RAJNBJRD 1812-PRS--8 Q.H,F (jl O El) RAJNBfRD 1812..PRS-IO Q,H,F qi □ 83 IWNBIRD 1812-PRS-l2 Q.H.F ~ □ HI IWNBlRD 1812-PRS-l5 Q,H,F • A a RAINBIRDPA-BS-BQ.H,F .. () P.AINBIRD PA-BS-IOQ,H,F I!' Ill [I RAJNBFP.D PA-85-12 Q.H,F g I ~ IWNBJRDPAIJS-ISQ,H,F I!J~ RAJNBIRD 1812../l'RS-5-B Q.H,F ® RA1NB1RD 1812-1-402 NOSYMBOL RAINBIRD V RAJNBIRD L ¼' ¼' ' . V, 0 Y." i • I. 14.46 PSI GPH PREOP.RATE RADIUS QTR. HA1r FULL 4"POP..f.JPTlJPFSPRAY 30 0.10 0.20 1.83 5' ~ POP-UPTURF5PRAY JO 0.26 0.52 1.05 1.83 8' 4"POP-UPTIJRFSPRAY 30 0.39 0.79 1.58 1.75 /(1 4•POP-l.JPTURFSPAAY 30 0.65 1.:111 2.60 2.01 12' 4" POP-UP TURF SPRAY. 30 0.92 I.BS 3.70 I.BJ 15' ITPOP-UP SHRUB SPRAY 30 0.26 0.52 1.05 2.37 8' ITPOP-UPSHRUBSPRAY JO 0.39 0.79 1.57 1.75 /(1 12" POP-UP SHRUB SPRAY 30 0.65 1.30 Z.60 2.01 12' JTPOP.LJPSHRUBSPRAY JO 0.92 1.85 J.70 1.83 15' tl•RISERSHRUB SPRAY 30 IU6 0.52 1.05 2.37 8' ITRJSERSHRUBSPAAY JO 0.39 0.79 1.57 1.75 /(1 I 2• RISER SHRUB 5PRA Y 30 0.65 1.30 2.60 2.01 12' 12• RISER SHRUB SPRAY 30 a92 I.BS J.70 1.83 15' 12• POP-UP SHRUB BUBBLER 30 0.25 D.50 1.83 5' SHRUB TRICKLE BUBBLER. 30 0.50 -J' ALL SHRUB SPRAY HEADS INSTALLED fARTI-lER ll-tAN FNE(S) FEET FROM PAVING, CURBS. SIDEWALKS, STEPS, TURF BOUNDARIES OR OTHER PEDESTRIAN AREAS MAY BE INSTALLED ON A RAIN BIRD PA-BAS SHRUBADAPTERWITT-{THENOZZLEPS SHOWN VANNOZZLE CORTLAND DRIVE w > D ii: 0 Vl 0 z ~ I {:] I 0 w '.L <( u / ow ~ l><I ¼" V V I I 1/,' ~ V 1/+' I I LIMITOFWORK LIMIT OF WORK • • 1 1/,' 4 .;, Y." □ 3/4' .. SYMBOL [BJ a: NOSYHBOL &. && (I) () ~ ·• 4 4 .. '/4" -. -. . •. -w -. • I' 1/- 1/4" ¼" -. ~ 4 4 /'fAN/JFACTURERIHODEL EXJST1NGWATERHETER FEBC081SY HUNTER IRRJTROL IRRITROL WILKINS KING BROS. RAJNBIRD RAINBIRD ASAPPROVED SQ-140 UVR •BROWMJNI? PVCPIPE - • • - • • - ASN'PROVEO mam I mzm ASAPPROVEO NOSYMBOL ASAPPROVED NOSYHBOL SPEARS A . - . • •. • • . • . 4 ¼" 4• -~ 4 .. •· 4 I . 4 . ._ ._ ._ . 4 " .. . 4 .. . -. -. - • - - , 4 ... 4 • .. ... • .d, , •• • 4 ., .. A ' .. •. .. • . .. ,. • 4 • 4 • .. .•. PACIFIC COAST HIGHWAY DESCllll'TION \.'FRIFYSIZEANDLOO\TIONINREW LJNES/ZE BACKFLOW PREVENTION UNtT _,,.ow· l><I .. . -0 • • 4 4 I' l// 1/+' ¾" Y." ¼' v.- RAJN.Q.JKAUTOMATIC RAIN SHUTOFF DEVICE. FOR RAIN SENSOR PLACEMENT, SEE NOTE THIS SHEET 12.65 MODEL# MC PLUS-24 STAT10N CONTROLLER W/"'1N'1cRBOX TOPHOUNT ENCLOSURE (COLOR TO BE GREEN) MODEL# MC PLUS-12 STATION CONTROUER W/W1NTERBOXTOP MOUNT ENa.OSURE (COLOR TO BE GREEN) CAST IRON FLANGED BALL VALVE-J'&lARGER BLOCKED TRUE UNION PV'C-2" &SMALLER (LOCATE IN Pt.ANTERAREAS-SHOW!\I FOR CLARITY ONLY) #RC J•QUICKCOUPLER.VAL\.'E' PEB SERIES PLAS11C El..ECTR!C REMOTE CONTROL VALVE (SIZEAS SHOWN ON Pl.AN) NON-PRESSURE LATERAL Pv'C PIPE CLASS 200 FOR SIZES 3/4' -J' W/ PV'C S0--l. 40 FITTlNGS- BURY MIN. 12' BELOW GRADE (SIZEMNOTEDONPlAN). LA7ERAL LJNE ON GRADE (SfZE PER PLAN) PRESSURE MAINLINE SCH. 40 Pv'C IN PlANTERAREA FOR SIZES 3/4' - I 1n•. FOR 2' & LARGER USE CLASS 315 Pv'C-BURY MIN. 18' BELOW GRADE (SIZE AS NOTED ON Pl.AN). Pv'C PIPE SCH. 40 SLEEVlNG. TWICE TI-lE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED- EXTEND 12' BEYOND EDGE OF PAVING & PLACE BELOW ALL PA\IING.HARDSCAPE. ETC., AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATNE. IRRIGATION CONTROL W1RE #IWFAWG DIRECT BURIAL (U.LAPPRO"'=D) DS--400 PRE-FILLED WJRE CONNECTORS FOR USE ON ALL \¥IRE CONNECTTONS ¼' 'O [BJ 0 CONNECT TO EXISTING WATER METER VERIFY LOCATION IN FIELD I9.IO V 1/," ¼' D_ .. - ------ I' '- -...._ I' ¼" 1/,o" 1 '14' 22.27 GENERAL IRRIGATION NOTES ALL CITY OF NEWPORT BEAOi AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK.ARE HEREBY INCORPORATED INTO AND MADE A PART OF lHESE SPEOFlc.ATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. 1 THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF All EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCA.TIONSOF UTILffiES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. />NY DISCREPANOES BETW!:EN THESE PLANS AND ACTIJAL FIELD CONOITlONSSHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. 3 THE CONTRACTOR SHAU_ OBTAIN TI-IE PERTINENT ENGINEERING OR ARO-ffTECTUML PLANS BEFORE BEGINNJNG WORK. 4 lHE CON1RACTOR SHALL OBTAIN ALL NE~ PERMITS REQU!RED TO PERFORM THE WORK INDICATED HEREIN BEFOREBEGINNtNGWORK. S THIS DESIGN IS DtAGRAMMATIC. All EQUIPMENT SHOWN IN PAVED MEAS !S FOR DESIGN G..ARJTY ONLY AND IS TO BE INSTALLED \o\'1nl!N PLANTING MFM. 6 DO NOTWILLFULl.. Y INSTALL ANY EQUIPMENT >S SHQV./f\l ON THE Pt.ANS WHEN IT IS OBVIOUS IN THE FIELD TI-iAT UNKNOWN CONDITIONS EXISTTiiATWERE NOT EVIDENT ATTI--lE TIME "THESE PLANS WERE PREPARED. ANYSUGi CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATNE PRIOR m ANY WORK OR TI--lE IRRIGATION CONTRACTOR SHAlLASSUMEALL RESPONSIBILflY FOR ANY FIELD CHANGES DEEMED NECESSARY BY TI--lE OWNER. 7 INSTALL ALL EQUIPMENT AS SHOWN IN TI--lE DETAIL.SAND SPEOFIO.TIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPL YWITH LOCAL OTY. COUN"TY AND STATE REQUIREMENTS FOR BOTH EQUlPMENT .AND INSTN..t.AllON. 8 CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE TO THE END OF THE MAINLINE RUN IN TWO DIRECTIONS FROM THE CONTROLLER. 9 All. PIPE UNDER PAVED AREAS TO BE INSTALLED !NA SO-f. 40 SLEEVE 1WtCE TI--lE DIAMETER OF lHE PIPE CARRIED. All. WIRE UNDER PAVED AREAS TO BE INSTAl..l..ED IN A SQ-I. 40 SLEEVE THE SIZE REQUIRED TO EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED Wini A M!N!MUM DEPTH Af. SHOWl'J ON THE SlEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12'PASTTI--IE EDGE OF THE PAVING. ALL SLEEVES TO BEAf.SHOl/vNON. THE PLANS. 10 ALL VAJ..\/ESTO BE INSTALLED !N SHRUB ORGROUNDCOVERAREASWHERE POSSIBLE. AI..L VALVES TO BElNSTALLED AS SHOWN ON THE INSTAUATION OETAIL5. 11 ALL HEADS ARE TO BE INSTAll_EDWTTH THE NOZZLE,SCREEN AND ARCS SHOWN ON THE PLANS. Al.l HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENO:SAND HARDSCAPE. 1'H!S INQ.UDES. BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT '::1:11E'W, REPLACEMENT OF PRESSURE COMPENSATING SCREENS. REPLACEMENT OF NOZZLESWTTH MORE APPROPRIATE RADH.l'S UNITii ANO THE REPLACTMENT OF NOZZLES W'ITI--f ADJUSTABLE ARC UNITS. 12 INSTALLANTI-DRAINVALVESASREQU-lREDTOrRMNTLOWHEADDAAINAGE. /WYHEADTH,'ffORAINSFORMORE "THAN ONE MINUTE REQUIRES AN ANTI-DRAIN VALVE. 13 TREE LOCATIONS TAKE PRIORITY OVER IRRIGATION PIPING. STAKE TREE LOO\TIONS PRIOR TO TRENa--ilNG PIPE ~ ~ - RAIN SENSOR PLACEMENT: THE RAIN SENSOR SHALL BE INSTALLED ON THE IRRIGATINO CONTROLLER-SEE DETAIL THE AREA SELECTED SHALL BE IN A CLEAR OPEN AREA NOT EFFECTED BY SHADE FROM A BUILDING OR TREE. ALL WIRING SI-IALL BE CONCEALED PER THE DIRECTION OF THE LANDSCAPE ARCHITECT EITHER WITHIN PVC CONDUrT OR OTHER MEANS /JS DIRECTED BY THE LANDSCAPE ARCHrTECT . I I " PROTECT IN PLACE EXISTING WATER MAIN AND STREET LIGHT CONDUIT. FIELD VERIFY ALL UTILITY LOCATIONS PRIOR to CONSTRUCTION NOTE: VALVE LOCATIONS SHOWN FOR CLARITY ONLY. DO NOT INSTALL IRRIGATION VALES lN TURF AREAS. KEYMAP SCALE: N.T.S. 0 20' MJSDesign Group,~ Landscape Architecture Planning Design Cannery Village 511 3oth St. Lafayette Newport Beach, CA 92663 (949) 675-9964 Fax (949) 675-9974 mjsdesigngroup.com ~SC{p e ff$-sJ-~\flCAte "1, ~~ ~ 3235 • ;:,_ ~ EXP 03 /31/09 ~ MARKALAN SCHATTINGER <l, l'l: SI~ 1'CRNI1', AS BUil DATE: 7--/(2-/0-:J- • j (/) w -~ 1-z w -z ::J ~ ~ 0 u - (/) w ~ 0 I (/) 0 w ~ u z ::J ~ 0 .....J (I) '"'O u <( oz wO ~o uu Issued For: BUILDING DEPT. CONTRACTOR BID Revisions: & CLARIFICATION PURPOSES 10.3.06 & CLARIFICATION PURPOSES 10-16-06 ~ ADDITIONAL PLANTING PLANS 1-19-07 Job No.: Drawn By: NS Check By: MJS Plan Dote: 7.12.07 Scale: 1/10" = l'-0" Title: IRRIGATION PLAN Sheet No.: Ll-2 ~ "' Q, ~ ~ w f- :i: 1.1 < g 3 ~ ~ 0 w :E < '-----------------------------------------------------------------------------------------------------------------------------------------------------------------...L-JL----------------'U • /RRIGA T/ON LEGEND SY/'180/_ HNJUFACTURER/MODEL DESCRJl'110N PSI GPH PRECJP. RATE RADIUS QHF 0771. HALF RJLL @@ RAJNBIRD 1804--PPS-5 Q,H 4• POP-UP TURF SPRAY 30 0.10 Q.10 ,_., 5' @@@ RAJNBJRD 1804-PRS-8 Q,H,F 4•POP..LJPTURFSPRAY JO 0.26 0.52 1.05 ,_., S' @Gel RAINBIRD IIJO+PRS.10 Q,H,F 4• PON.JP TURF SPRAY JO 0.39 0.19 1.58 1.75 111 (ii (l) $ RAJNBIRD 1804-PRS-l2 Q,1-1,F 4• POP-UP TURF SPRAY 30 0.65 I.JO 2.6!) 2.01 12' <IID®<IID IWNBlRD ISIJ4.PRS..JS Q.H,F 4• POP-UP TURF SPRAY 30 0.92 /.85 3.70 /.83 15' 4' 6 it, RAINBlRD 18I2-PftS.8 Q,H.F IZ-POP..UPSHRUBSPRAY 30 0.26 0.52 /.05 2.37 S' (j)O EB RAlNBlRD 1812~/0Q,H,F 12•POP-UPSHRUBSPAAY 30 0.39 0.79 1.57 1.75 111 ljl □ Ell fWNBIRD IBIZ-PRS-12Q.H,F 12• POP-UP SHRUB SPAAY 30 0.65 1.30 2.60 2.01 /2" ~ D 1B RAINS/RD 1812~/SQ,l-l,F 12• POP-UP SHRUB SPRAY JO 0.92 I.BS 3.l(J ,_., /5" + ... LI. RAJNBJRD PA-BS-8 Q,H,F 12•RJSERSHRUBSPRAY 30 D.26 0.52 1.0$ 2.37 S' q,00 IWNBJRD. PA-85-IOQ,H,F 12• RJSERSHRUB SPRAY JO 0.19 0.79 1.57 1.75 111 'fl II [I IWNBIRD PA-85--12 Q.H,F 12• RISER SHRUB SPAAY 30 0.65 I.JO 2.60 2.01 12" • D IJ RAINBJRD PA/JS. IS Q,H,F 12" RJSERSHRUBSPMY JO 0.92 /.85 3.70 /.8.J /5" [!]~ RA!NB!RD 1812-PRS-5-B Q,H,F 12• POP-UP SHRUB BUBBLER JO /J.25 0,50 /.83 5' ® RAINBIRD 1812-1402 SHRUB TPJCKLE BUBBLER 30 0.50 3' NOSrnBOI. RAJNB!RD ALL SHRUB SPRAY HEADS INSTALLED FARTHER TI-IAN FIVE (5) FEET FROM PA\flNG. CURBS, SIDFW'ALKS, STEPS, TIJRF BOUNDARIES OR OTI-IER PEDESTRIAN AREAS MAY BE INSTALLED ON A RAIN B!RD PA-BAS SHRUB ADAPTER Yi,,fTH ™E NOZZLE AS SHOVv'N V RAJNBIRD VANNOZn.E -...., ...., ..,.. ,_ ...,. ...., _,. """" -..,.. _ LIMIT OF WORK ---IIIEl!I D!l'II --IIZD: SYHBOL [ill :B: NOSYMBOL &. &£ (I) () ~ ~, t:i w- I V, w w V> HANUFACTURER/HODEL EXJrnNGWA7ERMETER FEBCO/J25Y HUNTER IRJUTROL IRR/1ROL WILKINS KING BROS. RAJNBIRD RAJNBIRD AS APPIIDVED Sat 40 lNR ~ROWNLJNE" FVCPtPE -.. -•• -ASAPl'Rom> 1!!:!!!!1 I mm AS APPROVED NOSYMBOL NOSYMBOL ASAPPROVED SPEARS ¾" DESCRIPTION VERIFY SIZE AND LOCATION IN REW LJNE SIZE BACKFLOW PRE\IENTlON UNIT RAJN-CUKAUTOMA11C RAIN SHUTOFF DEVICE. FOR. RAIN SENSOR PLACEMENT, SEE NOTE THtS SHEET MODa # MC PLUS -24 STATION CONTROl.1.ER. W/WlNmWOX TOP MOUNT"ENQ.OSURE (COLOR TOBE GREEN) MODEL# MC Pl.US -12 STA110N CONTROl.1.ER W/WINTERBOXTOP MOUNTENQ.OSURE (COLOR TO BE GREEN) CAST IRON FLANGED BALL VALVE-3• & lARGER BLOCKED TRUE UNION PVC-2' & SMALLER (LOCATE IN PLANTER AREAS-SHOWN FOR CLARITY ONLY) 44RC 1•QUICX. COUP!ER VAL.\.£ PEB SERIES PLAST1C EI.ECTRJC REMOTE CONTROL VALVE (SIZE AS SHOWN ON PLAN) NON-PRESSURE LATERAL PVC PIPE CLASS 200 FOR SIZES 3/4' -J' W/ PVC SCH. 40 FITTINGS - BURY MIN. 12" BELOW GRADE (SIZE AS NOTED ON Pl.AN) . LATERAL LINE ON GRADE (SIZE PER PLAN) PRESSURE MAINLINE SCH. 40 PVC IN Pl.ANTER AREA FOR SIZES 3/4' -I l/2', FOR 2' & LARGER USE Cl.ASS JI S PVC-BURY MIN. 18' BELOW GRADE \'SIZE /J,S NOTED ON Pl.AN). PVC PIPE SCH. 40 SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDlE CARRIED- EXTEND 12' BEYOND EDGE OF PAVING& PL.ACE BELOW All PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTAlM. IRRlGAnoN CONTROL WIRE #14UF AWG D/RECTBURIAL (U.L APPROVED) DS4DO PRE-RLJ.ED 'MRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS - I ,---I I GENERAL IRRIGATION NOTES AU OTY OF NEWPORT BEAOI AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO J,,Nf PORTION OF TI--l!S WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY lHE CONTRACTOR. 2 THE CONTRACTOR 9-iAl..l VERIFY THE L0O'Hl0NS OF ALL EXISTING LJTILJTIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF LmLmES, STRt..K:TlJRESAND SERVICES SHOWN IN lHESE Pl.ANS AAE APPROXIMATE ONLY. #ff DISCREPANCfES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS S1-Wl.. BE REPORTED TO TI-IE OWNER'S REPRESENT ATM". 3 THE CONTRACTOR SHALL OBTAIN TH£ PERTINENT ENGINEERING ORAROirrECTURAL PLANS BEFORE BEGINNING WORK. 4 THE CONTRACTOR SHALL OBTAJN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDIO\TED HEREIN BEFORE BEGINNINGWOPJ<.. S TI-HS DESIGN IS DIAGRAMMATIC. ALL EQUWMENTSHOWN IN PAVED >HJ,S IS FOR DESIGN OARITY ONLY AND ISTO BE INSTALLED \o\'llHIN PLANTING AREAS. 6 DO NOTWlllFULLY INSTALL ANY EQUIPMENT /.S SHOWN ON TI-IE PLANS 'MiEN IT !S OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXISTTI-tATWERE NOT EVIDENT ATTI-IE TIME TI-IESE PLANS WERE PREPARED. J>NYSLIO-I CONDlllONS SHALL BE BROUGHT TO TI-IE ATTENTION OF THE OWNER'S REPRESENTATNE PRJOR TO ANY WORK OR THE IRRIGATION CONTAACTOR SHAl..l.J\SSUME All RESPONSIBlUlY FOR ANY FJELD CHANGES DEEMED NECESSARY BY THE OWNER. 7 INSTALLALLEQUlPMENTASSHOWNlNTI-IEDITAILSANDSPEOACATIONS. CONTRACTORSHAll.BERESPONSIBLETO COM PL YWITH LOCAL. OlY, COUN"TY AND STATE REQUIREMENlS FOR BOTH EQUIPMENT AND INSTAl.l.AllON. 8 CONTRACTOR IS TO PROVIDE AN AD□moNAL PILOT WIRE TO THE END OF THE MAINLINE RUN IN lWO DIRECTIONS FROM THE CONTROU.ER. 9 AU. PIPE UNDER PAVED AREAS TO BE INSTAl..l.ED IN Asa-1. 40 SLEEVE lW!CE ™E DIAMETER OF THE PIPE CARRIED. Al...l.. WIRE UNDER PAVED AREAS TO BE INSTALLED INASOl.40 SLEEVE1HE SIZE REQutRED TO EASJLYPULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH 1'S SHOWN ON THf SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVlNG. ALL SLEEVES TO BEASSHOWl',I ON THE PLANS. 10 ALL VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL VALVES TO BE INSTAl..lED AS SHOWN ON THElNSTAUATION DETAILS. 11 All HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS ARE TO BE ADJUSTID TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIS INQUOES, BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PfN OR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE COMPENSATING SCREENS, REPLACIMENT OF NOZZI..ES WITH MOREAPPROPPJATE AADIUS UNITS AND THE REPLACEMENT OF NOZZLES wm---1 ADJUSTABLE ARC UNITS. 12 INSTAl.l.ANTI-DRAlNVALVES"5 REQUIRED TO PREVENT LOW HEAD DRAINAGE.. ANY HEAD THAT DRAINS FOR MORE THAN ONE MINUTE REQUIRES AN ANTI-DRAIN VALVE. 13 TREE LOCATIONS TAKE PRIORITY OVER IRRIGATION PIPING. STAKE TREE LOCATIONS PRIOR TO TRENCHING PIPE. RAIN SENSOR PLACEMENT: THE RAIN SENSOR SHALL BE INSTALLED ON THE IRRJGAT!NO CONTROLI.ER-SEE DETAIL THE AREA SELECTED SHALL BE IN A CLEAR OPEN AREA NOT EFFECTED BY SHADE FROM A BUILDING OR TREE. ALL WIRING SHALL BE CONCEALED PER THE DIRECTION OF THE LANDSCAPE ARCHITECT EITHER WITHIN PVC CONDUIT OR OTHER MEANS AS OJRECTED BYTHE LANDSCAPE ARCHITECT. PROTECT IN PLACE EXISTING WATER MAIN AND STREET LIGHT CONDUIT. FIELD VERIFY ALL UTILITY LOCATIONS PRIOR to CONSTRUCTION ......_ -- KEYMAP 5' 10' NOTE: VI-J..VE LOCATIONS SHOWN FOR CLARJTY ONLY. DO NOT INSTALL IRRIGAiTIONVALES IN TURF AREAS. SCALE: N.T.S. 20' MJSDesign Group ,oc Landscape Architecture Planning Design Cannery Vmage 511 30th SI. Lafayette Newport Beach, CA 92663 (949) 675-9964 Fax (949) 67~9974 mjsdesigngroup.com AS BUILT DATE: ?-/(~/07-, (/) w -a::::: 1-z w - (/) 0 z ::S I 0 -Iz OQ w ~ ~u u Ss od ~ ~ (/) w a::::: 0 I (/) -z :::> 1 0 ....J Q) --0 0 u <( w ~ u oz wO ~o uu Issued For: BUILDING DEPT. CONTRACTOR BID Revisions: & CLARIFICATION PURPOSES 10.3.06 &. CLARIFICATION PURPOSES 10-16-06 & ADDITIONAL PLANTING PLANS 1-19-07 Job No.: Drawn By: NS Check By: MJS Plan Date: 7.12.07 Scale: 1/10" = 1'-0' Title: IRRIGATION PLAN Sheet No.: Ll-3 LEGEND: 0 VALVE BOX INDENTIFICATION (SEE DETAIL THIS SHEET) 3 f. @ FINISHED GRADE IN TURF AREA 4 0 PLASTIC ROUND VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT NUT AND WASHER. HEAT BRAND "GV" ONTO LID. © FINISHED GRADE IN TURF AREA ® GATE VALVE W/ HAND WHEEL © BRICK SUPPORTS 0 6" PVC CL. I 60 PIPE © ONE CUBIC FOOT 3/4" CRUSHED GRAVEL SCH 40 PVC COUPLING © SCH 40 COUPLING @ IRRIGATION MAINLINE ® SCH BO PVC T.O.E. NIPPLE, 6" LONG 10 SECTION @ BALL VALVE Scale: N.T.S. VAL-BAI.. ~------LOWVOLTAGEWIRES, 3 MAXIMUM ~---OUTER CASE OF CONNECTOR r---- 1 -----i....---li!ljiar=___,__,~ STRIP AND TWIST WIRES FOR PROPER ~--~ CONNECTION CRIMP COPPER SLEEVE INSTALLED WITH RECOMMENDED TOOL CONNECTOR INSERT NOTE: FILL OUTER CASE WITH SEALER PRIOR TO FINAL ASSEMBLY. ® WIRE CONNECTION Scale: N.T.S. _, ~ w 0 z 0 ~ _, ~ z w "- "-w w V, PLAN 6 7 8 LEGEND: 0 VALVE BOX INDENTIFICATION (SEE DETAIL J, THIS SHEET) (D PVC NON-PRESSURE LATERAL LINE (D FINISH GRADE © 30" LINEAR LENGTH OF WIRE, COILED (D WATERPROOFCONNECTION(I OF2) -'SNAP-TITE' OR APPROVED EQUAL @ IDTAG -T. CHRISTY' (714) S07-3300 (z) PLASTIC GREEN RECTANGULAR VALVE BOX (12" AMETEK OR EQUAL) @ PVC SCH 80 NIPPLE (CLOSE) ® I" IN TURF AREAS, 3" IN SHRUB AREAS n~--+-+--+----'---+--~n~===::----{ 9 @ PVC SCH 40 ELL PVC =-l~!lorl II I I 20 12 SECTION/ELEVATION ([j) SCH 80 NIPPLE (LENGTH AS REQUIRED) @ PVC SCH 40 PRESSURE MAINLINE @) PVC SCH 40 TEE OR ELL ([3) SCH 80 NIPPLE (2" LENGTH, HIDDEN) AND SCH40 ELL @ LANDSCAPE FABRIC @ ELECTRIC REMOTE CONTROL VALVE -REFER TO IRRIGATION LEGEND @ 3" MIN. DEPTH OF 3/4" CRUSHED GRAVEL @ SCH 80 UNION @ PVC SCH 40 FEMALE ADAPTER @) BRICK(! OF4) © REMOTE CONTROL VALVE Scale: N.T.S. VAL•CON NOTE: ~------FINISHED GRADE IN TURF AREAS SECTION ~-----PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "MY" ONTO LID. 24" WIRE LOOP ~-PVC MAINLINE TO IRRJGATION CONTROL VALVES ~---BRJCK SUPPORTS ~-------BRASS UNION BRASS NIPPLE TYP. ~---------LANDSCAPE FABRJC ~---------3/4" ROCK, 2 CUBIC FT. PVC MAINLINE PIPE FROM BACKFLOW PER SPECS. USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UP-STREAM SIDE OF THE MASTER VALVE ASSEMBLY. @ MASTER VALVE Scale: N.T.S. MAS-VAL LEGEND: 0 STEEL VANDAL PROOF ENCLOSURE SEE LEGEND FOR SPECIFICATION ELEVATION @ RAIN/ FREEZE SHUT-OFF DEVICE, REFER TO LEGEND FOR SPECIFICATION (D IRRIGATION CONTROLLER © GFI TYPE SWITCH WITH ON-OFF SWITCH ® TERMINAL STRJP AND CONTROL WIRES © I" PVC ELECTRICAL SWEEP FOR FLOW SENSOR WIRES (D EPOXY SEALANT @ CONCRETE PAD AS PER CONTROLLER ENCLOSURE MANUFACTURER'S SPECS. © FINISH GRADE @ 3" PVC ELECTRICAL SWEEP FOR LOW VOLTAGE CONTROL WIRES @ I" PVC ELECTRICAL SWEEP FOR I IO VOLT POWER WIRES @ 3/4" X 96" COPPER GROUND ROD CONNECT AS PER MANUFACTURER @ CONTROLLER EXPOSURE SCALE: N.T.S. SECTION FINISH GRADE R/P DEVICE SEE LEGEND FOR SPECIFICATION BRASS BALL VALVE TYP. ,---BRASS NIPPLES MIN. 4" TYP. I BRASS ELL, 4 REQUIRED BACKFLOW ENCLOSURE PER LEGEND I PRESSURE REGULATOR IF SPECIFIED I • BRASS UNION, 2 REQUIRED BRASS RISERS LENGTH AS REQ. '-.J:~?;t_ __ PVC MAINLINE TO MASTER VALVE ~--SCH 80 PVC FEMALE ADAPTER ~--SCH 80 PVC NIPPLE 6" MIN. ~---------CONCRETE FOOTING ~----------------PVC MAINLINE NOTE: IF WYE STRAINER OR PRESSURE REGULATOR IS SPECIFIED, INSTALL ON EITHER THE HORIZONTAL PIPING OR ON THE DOWNSTREAM LEG AS SPACE PERMITS. CON-8'.IC @ RPP BACKFLOW ASSEMBLY Scale: N.T.S. BM-RPP MJSDesign Group ,~ Landscape Architecture Planning Design Cannery Village 511 30th St. Lafayette Newport Beach, CA 92003 (9491675-9964 Fax (949) 675-9974 mjsdesigngroup.com ~ ~ ~\fl tj &-3235 · ..... -' /1 EXP 03/31/09 ti MARK.ALAN SCHATI1NGER S BUILT DATE: 7-/;zjo7- ' I ti ~ ·o ~ 0.. (./) w -a:::: I-z w ~ -z ::) ~ ~ 0 u (./) 0 z ::s I C) - Issued For: BUILDING DEPT. CONTRACTOR BID Revisions: & CLARIFICATION PURPOSES 10.3.06 &. CLARIFICATION PURPOSES 10-16-06 &. ADDITIONAL PLANTING PLANS 1-19-07 Job No.: Drawn By: MJS Check By: MJS Plan Date: 7.12.07 Scale: NA Title: IRRIGATION DETAILS Sheet No.: Ll-4 g 8 ~ ::) ti ~ i ~ w 0.. ~ 3 ' ~ ~ 0 w :E '-------------------------------------------------------------------------------------------------------------------------------------'--'---------~---'i'.5 SECTION 0 z LU " ~ a,: LU CL I---"''------{ 3 LEGEND: 0 SPRAY/BUBBLER HEAD -SEE LEGEND FOR SPECIFICATION @ SCH 80 PVC NIPPLE, TWO REQUIRED LENGTHS AS REQUIRED @ SPRING TYPE ANTI-DRAIN VALVE @ FINISHED GRADE © UNDISTURBED SOIL © SCH 40 PVC THREADED COUPLING (Z) PRE-ASSEMBLED TRIPLE SWING JOINT, PVC TYPE, WITH O-RINGED JOINTS, MIPT INLET AND MIPT OUTLET LAY LENGTH TO BE 6" MINIMUM SIZE AS PER SPRINKLER OUTLET. @ SCH 40 PVC SxSx T TEE FITTING LATERAL x SPRINKLER INLET SIZE ® NON PRESSURE LATERAL LINE, SEE SPECIFICATIONS FOR TYPE AND DEPTH REQUIRED NOTES: o INSTALL BUBBLER HEADS WITHIN WATERING BASIN CONSTRUCTED DURING PLANTING o ADJUST BUBBLER TO PREVENT WATER FROM SPRAYING DIRECTLY ONTO TREE TRUNK @ SPRAY HEAD ON RISER Scale: N.T.S. SPf-RJS 6" OR AS NOTED SECTION +-=-WALL, CURB, SIDEWALK, ETC. m--;r--,1H---FINISH GRADE ,,---PVC SCH 80 RISER ,,,.----DOUBLE SWING JOINT ASSEMBLY ~--LATERAL LINE (SIZE AS NOTED ON PLANS) ® POP-UP SPRAY HEAD Scale: N.T.S. SP'f-POP DIMENSION A B 1/2' TO 4• IN SIZE 36" 24" C D 24" 4' PAVING SAND BACKFILL COMPACTED TO THE DENSITY OF EXISTING SOIL LATERAL LINES IN SCH 40 SLEEVE DETAIL ALSO FOR PIPE INSTALLED IN ROCK SOIL. © SLEEVE INSTALLATION Scale: N.T.S. PlP-SlE = U"' a"' "'a !z:Z IDENllflCATION GUIDE ~~ ~~ ~z WO _.w ti 6;;:: 3;;:: OCI lrl ~~ =>c, a "' <::I-0 wfil u a DW RW A NW AIRREUEFVALVE DW RW A BS BASKET STRAINERS DW RW A COMM COMMUNICATION SPLICES DW RW A fl FERTILIZER INJECTORS DW RW A FS FLOW SENSORS DW FQN A FVA FLUSH VALVE ASSEMBLY OW RW A GR GROUNDING RODS DW RW A (;,I GATE VALVES DW RW A MS M01STURE SENSORS DW RW A MV MA.STER VALVE DW FQN A SB SPLICE BOX DW RW A (STA#) REMOTE CONTROL VALVES DW FQN A QC QUICK COUPLERS CONTACT LANDSCAPE ARCHITECT FOR INFO ON At:rf DEVICE IN A BOX NOT LISTED. 12" 12" NOTES: I. VAL VE BOXES SHALL BE LABELED BY HOT IRON BRANDING OR ALUMINUM ASPHALTIC BASE WATERPROOF PAINT. 2. CONTROL VALVES SHALL BE INSTALLED TO ALLOW ORDERLY ARRANGEMENT OF VALVE BOXES. 3. LOCATE VALVE ASSEMBLIES IN SHRUB OR GROUNDCOVER AREAS ONLY. 4. LOCATION OF VALVE ASSEMBLIES SHALL BE STAKED FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO 5. INSTALLATION. CENTER VALVE BOXES OVER VALVE ASSEMBLE TO FACILITATE 6. ACCESS AND MAINTENANCE. SET VAL VE BOXES AT EQUAL ELEVATIONS WI TOPS AT 2" 7. ABOVE FINISH GRADE IN SHRUB/ GROUNDCOVER AREAS. VALVE BOXES SHALL BE SET PARALLEL TO EACH OTHER AND 8. PERPENDICULAR TO EDGE OF AREA. DO NOT DEFORM OR COLLAPSE VALVE BOX BY EXCESSIVE 9. SOIL COMPATION AROUND BOX. SEE ALSO INDMDUAL VALVE INSTALLATION DETAILS. LEGEND: (D2o"xl4" JUMBO RECTANGULAR VALVE BOX (D16"xl I" STANDARD RECTANGULAR VALVE BOX (D10" DIA. ROUND VALVE BOX G)EDGE OF AREA. CURB. WALK OR WALL / ~ L7 ✓ / 'Y ' ✓, V D\.I y .,, ;-: A-9 \> ,, ;, -✓ -✓ ,;,✓• > ;, u (}'. ? ;, ;, " ;, '1/ PLAN SAMPLE: POTABLE WATER SYSTEM OF CONTROLLER 'A• REMOTE CONTROL VALVE ON STA #9 @ VALVE BOX INDENTIFICATION Scale: N.T.S. BOX-ID -------FINISHED GRADE IN TURF AREAS ~-----PLASTIC ROUND VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT NUT AND WASHER. HEAT BRAND 'QCV" ONTO LID. +-=-QUICK COUPLER KEY WITH MALE HOSE BIB CONNECTION AS SHOWN, KEY MUS CLEAR VALVE BOX !.; ; !;i 1 !1; ;!;~!tlr~::;::;=~~ 2 -='f-H 1 + 1 f--=-=~~l!J~~T!!'8--"-------FINISHED GRADE 1N SHRUB AREAS • m m• .... L ·111™111111: ,lll11i'11 11 ill ill NOTE: i,.-,,'-------\1-il=-i=---QUICK COUPLER VALVE SEE LEGEND FOR SPEC. e!f-------\1------STAINLESS STEEL CLAMP ..,.,---BRICK SUPPORTS _...----DURA PRE-ASSEMBLED SWING JOINT WITH ONE PIECE BRASS MIPT NIPPLE MOD.# 1-A1912 ',,----L~J...,,,----MAINLINE, SEE SPECS. _,.___ _______ #4 x 36" REBAR STAKES, 2REQUIRED ~----------LANDSCAPE FABRIC ~-----------3/4" ROCK, I CUBIC FT. USE TEFLON TAPE ON ALL THREADED FITTINGS TYPICAL. @ QUICK COUPLER Scale: N.T.S. DIMENSION A B C I /2' TO 3" IN SIZE 18" 12• 4" 4" TO 6" IN SIZE 24" X 4" @ PIPE INSTALLATION Ql.JK-CPR LEGEND: 0 FINISH GRADE @ CLEAN COMPACTED BACKFILL @ NON-PRESSURE LATERAL LINES, SEE SPECIFICATIONS © CONTROL WIRES, SEE SPECIFICATIONS © © UNDISTURBED SOIL 6 © PRESSURE MAINLINE, SEE SPECIFICATIONS NOTE: I. LATERAL LINES SHALL BE INSTALLED PITCHED AT 1% SLOPE TO DRAIN TO LOW POINT FOR WINTERIZATION Scale: N.T.S. P!P-INS MJSDesign Group,~ Landscape Architecture Planning Design Cannery Village 511 30th St. Lafayette Newport Beach, CA 92663 (949) 675-9964 Fax (949) 675-9974 mjsdesigngroup.com S BUILT DATE: 7 /(Z/o7- ' C.f) w -Ck::: 1-z w -z :::, ~ ~ 0 u C.f) 0 z ::S I c., - Issued For: BUILDING DEPT. CONTRACTOR BID Revisions: &. CLARIFICATION PURPOSES 10.3.06 & CLARIFICATION PURPOSES 10-16-06 & ADDITIONAL PLANTING PLANS 1-19-07 Job No.: Drawn By: M)S Check By: MJS Plan Dote: 7.12.07 Scale: NA Title: IRRIGATION DETAILS Sheet No.: Ll-5 • ~ ~ 0 g Q_ u, c< ::, 1-u u, .,_ ij LU ~ z :s • '.'.] ~ 8 I: '-----------------------------------------------------------------------------------------------------------------'---------....L_J_ __________ __Ji) A. 1 . 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 1 9. 20. 21. 22. 23. 24. GENERAL NOTES BJO[)jNG: IT SHALL BE THE OWNER'S RESPONSIBILITY IN INVITING AND OBTAINING BIDS, SETTING ITS PROVISIONS AND INSTRUCTIONS TO BIDDERS, SECURING THEIR BONDS AND WORKERS COMPENSATION INSURANCE CERTIFICATES, ETC. TO FULLY ENSURE THE QUALITY AND TIMELY COMPLETION OF THE PROJECT. SCQfE Of WQBK: CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES NECESSARY TO FURNISH AND INSTALL A COMPLETE IRRIGATION SYSTEM AS PER THE DRAWINGS AND SPECIFIED HEREIN. l'lAN VERIFICATION THESE DOCUMENTS MAY CONTAJN ERRORS, OMISSIONS, CONTRADICTIONS, ETC. THE CONTRACTOR SHALL REVIEW ALL DOCUMENTS THORUGHLY AND SHALL NOTIFY THE LANDSCAPE ARCHITECT AND OWNER IMMEDIATELY UPON ANY SUCH DISCOVERY OF DISCREPANCY. GOVERNING CODES SHALL THEN APPLY. LICENSE: THE CONTRACTOR SHALL BE A C-27 CALIFORNIA STATE LICENSED IRRIGATION CONTRACTOR. ORDINANCES AND REGUIATIONS: ALL IRRIGATION WORK WITHIN THESE DRAWINGS AND SPECIFICATIONS SHALL CONFORM TO ALL APPLICABLE GOVERNING CODES AND ORDINANCES (LOCAL, COUNTY & STATE). PERMITS AND INSl'ECTIONS: THE CONTRACTOR SHALL OBTAIN, COORDINATE AND PAY FOR ALL PERMITS, FEES AND AGENCY INSPECTIONS AS REQUIRED. 0El p YERJBQADQN: CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DISCREPANCIES IN AREA DIMENSIONS EXIST THAT MIGHIT NOT HAVE BEEN CONSIDERED IN IRRIGATION DESIGN. THE LANDSCAPE ARCHITECT AND OWNER SHALL BE NOTIFIED IMMEDIATELY UPON ANY DISCOVERY OF DISCREPANCIES. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. I 'AB! f FOR ENCROACHMOO~ THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ENCROACHMENT ONTO ADJACENT PROPERTY, RIGHT-OF-WAYS, EASEMENTS, SET-BACKS OR ANY OTHER LEGAL PROPERTY RESTRICTIONS EITHER MARKED OR UNMARKED. MfIHOPS Of CONSTRUCTION: THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION METHODS, MEANS, SEQUENCES. PROCEDURES AND TECHNIQUES. THE LANDSCAPE ARCHITECTURAL FIRM IS NOT LIABLE FOR CONSTRUCTION METHODS. .safW: THE CONTRACTOR IS SOLELY RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS DURING CONSTRUCTION. lmt ffiES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND UTILITIES, ELECTRICAL CABLES, CONDUITS, ANO EXISTING IRRIGATION LINES PRIOR TO ANY CONSTRUCTION, SO THAT PROPER PRECAUTIONS MAY BE TAKEN NOT TO DAMAGE SUCH IMPROVEMENTS. LIABLE FOR DAMAGE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED BY ITS OPERATIONS TO UTILITIES, PLANTING, CONSTRUCTION, PERSONS, PROPERTY, ETC. AND SHALL PROVIDE PROTECTIVE MEANS TO GUARD AGAINST DAMAGE. COORDINATION: CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION WITH APPROPRIATE TRADES THROUGH THE OWNER BEFORE STARTING WORK. IRRlGATIDN Pj ANS: THE IRRIGATION PLANS ARE GENERALLY DIAGRAMMATIC ANO INDICATIVE OF THE WORK TO BE INSTALLED. THE CONTRACTOR SHALL MAKE MINOR ADJUSTMENTS DURING INSTALLATION TO AVOID CONFLICTS BETWEEN, PLANTING, ARCHITECTURAL FEATURES AND EXISTING UTILITIES. INTENT OF IRRIGATION DESIGN IS FULL COVERAGE, BALANCED SYSTEM. Plt,IFNS!QN, ALL SCALE DIMENSIONS ARE APPROXIMATE. WRITTEN DIMENSIONS ON DETAILS AND PLANS TAKE PRECEDENCE OVER SCALED DIMENSIONS. !RRKlATION NQJES: SEE GENERAL NOTES ON THE DRAWINGS FOR ADDITIONAL WORK REQUIRED, BUT NOT SPECIFICALLY MENTIONED IN THESE SPECIFICATIONS. ALL WORK CALLED FOR ON THE DRAWINGS BY NOTES SHALL BE FURNISHED AND INSTALLED WHETHER OR NOT SPECIFICALLY MENTIONED IN THE SPECIFICATIONS AND/OR DETAILS. POtNT OE CONN&CTION re O,CJ YEfflRCATION: LOCATION OF THE POINT OF CONNECTION SHOWN ON THE DRAWINGS MAYBE APPROXIMATE ONLY. THE CONTRACTOR SHALL APPROVE FINAL (P.O.C.) LOCATION WITH THE OWNER (JOB SUPERINTENDENT) THE CONTRACTOR SHALL VERIFY THE STATIC PRESSURE, METER SIZE AND SIZE OF SERVICE TO THE METER (P.0.C.) AT EACH POINT OF CONNECTION. MATER!ALS, ALL MATERIALS AND EQUIPMENT SPECIFIED IN THESE DRAWINGS SHALL BE NEW AND IN PERFECT CONDITION WHERE INSTALLED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. SUBSTITUTIONS: DESIGN, MATERIAL, EQUIPMENT AND PRODUCTS OTHER THAN THOSE DESCRIBED OR INDICATED ON DRAWINGS MAY BE CONSIDERED FOR USE. WRITTEN APPROVAL FOR SUBSTITUTIONS SHALL BE OBTAJNED FROM THE OWNER AND LANDSCAPE ARCHITECT. ALL SUBSTITUTIONS SHALL CONFORM TO LOCAL CODES AND ORDINANCES. ANY EQUIPMENT OR MATERIALS INSTALLED WITHOUT APPROVAL BY THE OWNER OR LANDSCAPE ARCHITECT MAY BE REJECTED ANO REMOVED AT CONTRACTOR'S EXPENSE. FlTTINGS: 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 ANO FINISHED CONDITIONS AFFECTING ALL OF THE WORK AND PLAN THE WORK ACCORDINGLY, FURNISHING SUCH FITTINGS, ETC., AS MAY BE REQUIRED TO MEET SUCH CONDITIONS. NOTICE Of CQl!Pj ETION: 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 SITE CLEAN AND FREE FROM RUBBISH AND DEBRIS. ALL DEBRIS SHALL BE REMOVED FROM SITE PER LOCAL CODE AND ORDINANCES. GUARANTEE: THE ENTIRE IRRIGATION SYSTEM INCLUDING ALL WORK DONE UNDER THIS CONTRACT, SHALL BE GUARANTEED AGAINST ALL DEFECTS AND FAULT OF MATERIAL AND WORKMANSHIP, AND SHALL BE MAINTAJNED IN PREFECT WORKING ORDER FOR ONE (1) YEAR FROM DATE OF COMPLETION BY THE CONTRACTOR WITHOUT EXPENSE TO THE OWNER ALL MATERIALS USED SHALL CARRY A MANUFACTURER'S GUARANTEE OF MINIMUM ONE (1) YEAR. ANY SffiLING OF BACKFILLED TRENCHES WHICH MAY OCCUR DURING THE ONE YEAR PERIOD FINAL ACCEPTANCE 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. B. 1. 2. 3. 4. C. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 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 INCLUDING 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 MODIFlCATIONS THERETO, AND FAILURE TO DETECT ERRORS AND OMISSIONS IN THE PLANS AND SPECIFICATIONS CAN BECOME COSTLY MISTAKES BUILT INTO THE PROJECT. THEREFORE, IN THE EVENT THAT PROFESSIONAL DESIGN ASSOCIATES IS OTHERWISE PRECLUDED FROM COMPLETING THE FIELD OBSERVATION SERVICES SET FORTH HEREIN, THE OWNER, OR SUBSEQUENT OWNER (INDIVIDUALS OR CORPORATIONS WHO HAVE PURCHASED THESE PLANS WITH THE PROJECT), AGREES TO HOLD HARMLESS, INDEMNIFY, AND DEFEND PROFESSIONAL DESIGN ASSOCIATES AND THEIR CONSULTANTS FROM AND AGAINST ANY AND ALL CLAIMS. Elf! D OBSERVATION COQRPINATION: 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 THAN FORTY-EIGHIT (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. THE OWNER (JOB SUPERINTENDENT) SHALL INFORM THE LANDSCAPE ARCHITECT AS TO THE PURPOSE AND TIME OF THE OBSERVATION FORTY- EIGHT ( 4B) HOURS IN ADVANCE. Cl QSING Of NON INSPECTED WORK THE CONTRACTOR SHALL NOT ALLOW NOR CAUSE ANY OF THE WORK TO BE COVERED OR ENCLOSED UNTIL IT HAS 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 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 SITE MEETINGS AND REQUIRED !NspfCTIONS: A. PRE-JOB MEETING ON SITE -PRIOR TO COMMENCEMENT OF WORK B. IRRIGATION MAINLINE AND EQUIPMENT LAYOUT. C. PRESSURE TESf IRRlGATlON, MAINS AND LATERALS D. IRRIGATION COMPLETION / COVERAGE TEST UPON COMPLETION OF THE IRRIGATION SYSTEM INSTALLATION AND PRIOR TO ANY PLANTING, THE CONTRACTOR SHALL ADJUST SPRINKLER HEADS TO EVENLY AND PROPERLY DISTRIBUTE THE RATE OF PRECIPITATION OF THE WATER AND SHALL DETERMINE IF THE COVERAGE OF THE PLANTING AREAS IS COMPLETE AND ADEQUATE. CONTRACTOR SHALL MAKE ADJUSTMENTS TO PROVIDE OPTIMUM PERFORMANCE ANO PREVENT UNNECESSARY OVER SPRAY ON ALL WALKS, ROADWAYS AND BUILDINGS. THE CONTRACTOR SHALL FURNISH ALL MAITRIALS 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 SPECIFICATIONS. PRESSURED MAINLINE: PIPE FROM SOURCE OF SUPPLY TO CONTROL VALVES AND HOSE BIBS 2" OR LARGER SHALL BE CLASS 315 SOR 13.5 TYPE 1220 P.V.C. CONFORMING TO ASTM D2241, ASTM D17B4 EXTRUDED FROM VIRGIN MATERIALS. ALL PIPE LESS THAN 2" SHALL BE SCHEDULE 40 TYPE 1220 P.v.c. CONFORMING TO ASTM D1785, ASTM D1784 ALL PLASTIC PIPE SHALL BE MARKED SHALL BE EXTRUDED FROM VIRGIN MATERIALS WITH THE MANUFACTURER'S NAME TYPE AND CLASS OF PIPE, SIZE AND NSF APPROVAL. LATERAi I lN:f REI 0W GRAQf: NON-PRESSURIZED LATERAL LINE PIPE SHALL BE CLASS 200 SOR 21 TYPE 1 220 P .V.C. CONFORMING TO ASTM 02241, 01784. P.V.C. PIPING SHALL BE EXTRUDED FROM VIRGIN MATERIALS. ALL PLASTIC PIPE SHALL BE MARKED WITH THE MANUFACTURER'S NAME TYPE AND CLASS OF PIPE, SIZE AND NSF APPROVAL I AffRAI I !Nf ON GRADE: NON-PRESSURED LATERAL LINE PIPE ON GRADE SHALL BE SCHEDULE 40 U.V.R. CONFORMING TO ASTM D1785, ASTM 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 MANUFACTURER'S NAME TYPE AND CLASS OF PIPE, SIZE AND NSF APPROVAL. PV,S:OC PIPE FlTI)NGS: SHALL BE SCHEDULE 40 P.V.C. (CONFORMING TO ASTM D1785, 02466) TAPERED SOCKET TYPE, SUITABLE FOR EITHER SOLVENT WELD OR SCREWED CONNECTIONS, FLANGE AND SADDLE TEES WILL NOT BE ALLOWED. SOLVENT SHALL BE AS RECOMMENDED BY THE PIPE AND FITTING MANUFACTURER. BRASS PIPE AND FlTTINGS: BRASS PIPE SHALL BE RED BRASS, SCHEDULE 40 SCREWED PIPE CONFORMING TO FEDERAL. SPECIFICATIONS NO. WW -P-351. FITTINGS SHALL BE RED BRASS CONFORMING TO FEDERAL SPECIFICATION NO. WW-P-460. COPPER PIPE AND FlTTINGS: COPPER PIPE SHALL BE TYPE K (HARD-DRAWN) CONFORMING TO ASTM BB8. FITTING SHALL BE WROUGHT SOLDER JOINT TYPE IN ACCORDANCE WITH ANSI B 16.22 JOINTS SHALL BE SOLDERED IN ACCORDANCE TO ASTM B-206 AND FEDERAL SPECIFICATIONS QQB 00655. STf£L PIP£: 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 PER DETAIL. BALL VALVES: SHALL BE BRONZE OR PLASTIC BODY AS INDICATED ON DRAWINGS. 125 P.S.I. 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 THE DRAWINGS. CONNECT TO CONTROLLERS IN THE OPERATING SEQUENCE INDICATED ON THE DRAWINGS. CONJROL WjRE: 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 WIRE. MINIMUM WIRE SIZES SHALL BE 14 GAUGE BURIED 18" BELOW GRADE. USE APPROVED WATER PROOF WIRE 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. 12. 13. 14. 15. 16. 17. 18. 19. 20. D. 1 . 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. AllTOMATIC CONIBOI I fR: SHALL BE AS INDICATED ON THE DRAWINGS, 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 CONTROLLERS SHALL BE WITHIN A VANDAL RESISTANT ENCLOSURE AND EQUIPPED WITH AN ON/OFF SWITCH FOR 110 VOLT POWER SUPPLY TO CONTROLLER. IRRJGATION HOOS, SHALL BE OF THE TYPES AND SIZES INDICATED ON THE DRAWINGS. ALL HEADS SHALL BE ADJUSTABLE, RISER NIPPLES SHALL BE THE SAME SIZE AS THE RISER OPENING IN THE BODY. BACKF! OW Dfl/lCES: BACKFLOW PREVENTORS ANO/OR VACUUM BREAKERS SHALL BE AS INDICATED ON THE DRAWINGS AND AS APPROVED BY AUTHORITIES HAVING JURISDICTION. INSTALLED TO MEET LOCAL CODES. ALL IRRIGATION SYSTEMS USING POTABLE WATER SOURCE REQUIRE BACKFLOW PREVENTION. CHECK VAIVES: CONTRACTOR SHALL INSTALL ANTI-DRAIN VALVES AS REQUIRED TO PREVENT LOW HEAD DRAINAGE. ANY HEAD THAT DRAINS FOR MORE THAN ONE MINUTE REQUIRES AN ANTI-DRAIN VALVE. ATMOSPHERIC VACUUM BREAKERS: SHALL BE HEAVY DUTY BRASS ANO FEDERAL SPECIFIED. INSTALL ON NON-CONSTANT PRESSURE LINES (LATERAL LINE) PER MANUFACTURE'S SPECIFICATIONS. LOCATION PER DRAWINGS. PB:fSSVRE REGULATORS: SHALL BE BRONZE OR PLASTIC BODY AS INDICATED ON DRAWINGS. FACTORY SET P.S.1. AS SPECIFIED PER DRAWINGS. QUICK COUPLERS: SHALL BE HEAVY DUTY BRASS WITH COLORIZED RUBBER COVER AND TWO (2) PIECE BODY DESIGN. LOCATION PER DRAWINGS. .RJSERS: ALL RISERS TO QUICK COUPLERS AND BACK FLOW DEVICES SHALL BE SCHEDULE 40 BRASS OF THE REQURED SIZES, RISERS TO IRRIGATION HEADS SHALL BE SCHEDULE 80 TYPE 1220 P.V.C. CONFORMING TO ASTM 2464. VA! Yf BO)(ES: INSTALL ALL VALVES, EXCEPT ANTI-SIPHON VALVES, IN PREMOLDED HIGH IMPACT PLASTIC VALVE BOX. USE ROUND BOX FOR QUICK COUPLERS AND RECTANGULAR BOX FOR ALL OTHER VALVES. N.D.S (OR APPROVED EQUAL) WITH GREEN LID. LOCATE IN SHRUB PLANTING AREAS WHENEVER POSSIBLE. PLASTIC PIPE NOTES HANO! ING: THE CONTRACTOR SHALL EXERCISE CARE IN HANDLING, LOADING AND STORING P.V.C. PIPE AND FITTINGS. ALL P.V.C. PIPE SHALL LIE FLAT SO NOT TO SUBJECT IT TO NDUE BENDING OF CONCENTRATED EXTERNAL LOAD AT ANY POINT. P.V.C. PIPE AND FITTINGS SHALL NOT BE STORED IN DIRECT SUNLIGHIT. ANY SECTION OF PIPE THAT HAS BEEN DENTED OR DAMAGED WILL BE DISCARDED. LOCATIONS: PIPE LINES SHALL BE INSTALLED IN THE LOCATIONS AND OF THE SIZES SHOWN ON THE DRAWINGS OR HEREIN SPECIFIED. WHERE PIPING ON THE DRAWINGS IS SHOWN UNDER PAVED AREAS BUT RUNNING PARALLEL AND ADJACENT TO PLANTING AREAS, THE INTENT OF THE DRAWINGS IS TO INSTALL TI---lE PIPING IN TI---lE PLANTING AREA. P!PE er EARAt;CE: UNDERGROUND LINES UP TO 2" INCLUSIVE SHALL HAVE A MINIMUM HORIZONTAL CLEARANCE OF 12" FROM LINES OF OTHER TRADES. THIS REQUIREMENT DOES NOT APPLY TO ANY LINES CROSSING AT ANGLES FROM 45· WITH EACH OTHER. A MINIMUM 2" VERTICAL CLEARANCE SHALL BE MAINTAINED BETWEEN LINES WHICH CROSS BETWEEN THESE ANGLES. NO LINE SHALL BE INSTALLED PARALLEL TO AND DIRECTLY OVER ANOTHER LINE. ASSEMBLY: ALL PIPE SHALL BE ASSEMBLED FREE FROM DIRT. THE MAIN LINE SUPPLY SHALL BE FLUSHED OUT AND TESTED FOR LEAKS BEFORE BACK FILLING AND WITH CONTROL VALVES IN PLACE AND BEFORE LATERAL PIPES ARE CONNECTED TO VALVES. EACH SECTION OF LATERAL PIPE SHALL BE FLUSHED OUT BEFORE SPRINKLER HEADS ARE ATTACHED. UNDER CONCRETE: GENERALLY, PIPING UNDER CONCRETE SHALL BE DONE BY JACKING, BORING OR HYDRAULIC DRIVING. WRITTEN PERMfSSION TO CUT OR BREAK SIDEWALKS AND/OR CONCRETE MUST BE OBTAINED FROM THE OWNER'S AUTHORIZED REPRESENTATIVE. NO HYDRAULIC RIVING WILL BE PERMITTED UNDER ASPHALTIC CONCRETE PAVING. INSTALLATION PROCEDURES: EXCEPT AS NOlED IN OTHER PARTS OF THIS SPECIFICATION OR IN THE DRAWINGS, INSTALLATION OF PIPE AND FITTINGS SHALL BE AS OUTLINE IN MANUALS AS FURNISHED BY PIPE MANUFACTURER WHICH SHALL BE DEEMED AND CONSTRUED AS PART OF THIS SPECIFICATION. PLASTIC PIPE SHALL NOT BE LAID WHEN THERE IS WATER IN TRENCH. PIPE DEPJH: PROVIDE A MINIMUM 24" OF EARTH COVERAGE FOR ALL PRESSURE MAINLINE PIPE 3" AND LARGER. PROVIDE A MINIMUM 18" OF EARTH COVERAGE FOR ALL PRESSURE MAJNLINE PIPE UP TO ANO INCLUDING 2 1 /2". PROVIDE A MINIMUM OF 12" OF EARTH COVERAGE FOR ALL NON PRESSURE LATERAL LINES. SITE MAtNJENANCE: ALL LUMBER, RUBBISH AND LARGE ROCKS SHALi_ BE REMOVED FROM THE TRENCHES. PIPE SHALL HAVE A FIRM, UNIFORM BEARING FOR THE ENTIRE LENGTH OF EACH PIPE LINE TO PREVENT UNEVEN SffiLEMENT. PAD THE TRENCHES WITH DIRT OR SAND IF THE SOIL IS EXTREMELY ROCKY. TREE I OCAJ)ONS: TREE LOCATIONS TAKE PRIORITY OVER 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 CLIMATE. THEREFORE, PIPE SHALL BE SNAKED FROM SIDE TO SIDE OF TRENCH BOTTOM TO ALLOW FOR EXPANSION ANO CONTRACTION. PIPE MAINTENAjJCF: ALL FOREIGN MATTER OR DIRT SHALL BE REMOVED FROM THE INSIDE OF THE PIPE BEFORE IT IS LOWERED INTO POSITION IN THE TRENCH AND IT SHALL BE KEPT CLEAN BY APPROVED MEANS DURING AND AFTER LAYING OF THE PIPE. Sj Efl/lNG, IRRIGATION LINES THAT ARE UNDER STREETS AND PAVING OVER SEVEN (7) FEET WIDE SHALL BE INSTALLED BY THE OWNER. SLEEVES UNDER PAVING AND STREETS SHALL BE SCHEDULE 40 AND TWO TIMES THE DIAMETER OF THE PIPE AND/ OR ADEQUATE FOR INSTALLATION OF WIRE. SLEEVING SHALL BE COORDINATED WITH IRRIGATION CONTRACTOR PRIOR TO BEGINNING OF WORK. ,!Q!NIS: JOINTS ON RISERS SHALL BE AS SHOWN ON DETAILS. JHREADFD CONNECTIONS: ON PLASTIC TO STEEL CONNECTIONS, THE CONTRACTOR SHALL WORK THE STEEL CONNECTIONS FIRST. NON-HARDENING PIPE PERMATEX #2 TEFLON TAPE SHALL BE USED ON ALL THREADED PLASTIC TO STEEL JOINTS, AND LIGHIT WRENCH PRESSURE IS ALL THAT SHALL BE USED. SOLVENT CONNECTIONS: FOR P.V.C. PIPE CONTRACTOR SHALL USE SOLVENT PRIMER AND SOLVENT CEMENT RECOMMENDED BY THE MANUFACTURER AND CONFORMING TO ASTM D-2564. FOR UVR-P.V.C. SOLVENT CEMENT SHALL BE BROWNLINE BOND-TITE CEMENT (CONFORMING TO THE REQUIREMENTS OF ASTM D-2564) APPLY WITH AN APPROVED PRIMER PRIOR TO APPLICATION OF CEMENT. ALL PIPE AND FITTINGS SHALL BE THOROUGHLY CLEANED OF DIRT, DUST ANO MOISTURE BEFORE APPLYING SOLVENT. THE CONTRACTOR WILL MAKE SOLVENT WELD JOINTS WITI---l NON-SYNTHETIC BRISTLE BRUSH IN THE FOLLOWING SEQUENCE: A. B. C. D. E. F. 16. 17. 18. 19. 20. E. 1. 2. 3. 4. 5. 6. 7. F. 1. 2. 3. 4. APPLY A LIBERAL, EVEN COAT OF SOLVENT TO THE INSIDE OF THE FITTING. THEN APPLY A LIBERAL, EVEN COAT OF SOLVENT TO THE OUTSIDE OF THE PIPE, MAKING SURE THAT THE COATED AJREA IS EQUAL TO THE DEPTH OF THE FITTING SOCKET. INSERT THE PIPE QUICKLY INTO THE FITTING AND TURN THE PIPE APPROXIMATELY 1/4 TURN TO DISTRIBLJTE THE SOLVENT AND REMOVE AIR BUBBLES. HOLD THE JOINT FOR APPROXIMATELY 15 SECONDS SO THE FITTING DOES NOT PUSH OFF THE PIPE. USE A CLEAN RAG AND WIPE OFF ALL EXCESS SOLVENT TO PREVENT WEAKENING THE JOINT. BE SURE THAT IN GOING TO THE NEXT JOINT THAT THE PIPE IS NOT TWISTED, DISTURBING THE LAST COMPLETED JOINT. ALLOW AT LEAST 15 MINUTES SET UP TIME FOR EACH. PRESSURE LINE JEST)NG: ALL TESTS ON PRESSURE LINES SHALL BE COMPLETE PRIOR TO BACKFILLING; HOWEVER, SUFFICIENT BACKFILL MATERIAL MAY BE PLACED IN TRENCHES BETWEEN FITTINGS TO ENSURE THE STABILllY OF THE LINE PRESSURE. IN ALL CASES, FITTINGS AND COUPLINGS MUST BE OPEN TO VISUAL INSPECTION FOR THE FULL PERIOD OF THE TEST. NO TESTING SHALL BE DONE UNTIL THE LAST SOLVENT WELDED JOINT HAS HAD TWELVE (12) HOURS TO SET AND CURE. PRESSURE LINES SHALL BE TESTED UNDER 150 P.S.I. WORKING PRESSURE FOR A PERIOD OF FOUR (4) HOURS AND PROVEN TIGHT. IF LEAKS OCCUR, THE JOINT OR JOINTS SHALL BE REPLACED AND THE TESTS REPEATED. BACKAWNG OF TRENCHES: BECAUSE OF THE EXPANSION AND CONTRACTION OF PLASTIC PIPE, BACKFILLING SHALL BE DONE IN THE COOL PART OF THE DAY, ESPECIALLY IN HOT CLIMATES. TRENCHES SHALL BE BACKFILLED WITH THE EXCAVATED MATERIALS APPROVED FOR BACKFILLING, FREE FROM LARGE CLODS OF EARTH OR STONES. BACKFILL SHALL BE MECHANICALLY COMPACTED IN THE LANDSCAPED AREAS TO A ORY DENSITY EQUAL TO ADJACENT UNDISTURBED SOIL IN PLANTING AREAS. BACKFILL WILL CONFORM TO ADJACENT GRADES WITHOUT DIPS, SUNKEN AREAS, HUMPS OR OTHER SURFACE IRREGULARITIES. TRENCHING AND BACKALLING UNDER PAYJNG, TRENCHES LOCATED UNDER WHERE PAVING, CONCRETE OR ASPHALT WILL BE INSTALLED SHALL BE BACKFILLED IN ACCORDANCE WITH RECOMMENDATION OF STRUCTURAL SOILS REPORT. PLASTIC PIPE GUARANTEE: SPECIFICATIONS AND LITERATURE SHALL BE SUBMITTED FOR APPROVAL PRIOR TO SUBMISSION OF BID. SUBMISSION OF SAMPLES MAY ALSO BE REQUIRED. PLASTIC PIPE MANUFACTURER'S GUARANTEE SHALL COVER WORKMANSHIP OF MATERIALS FOR ALL PLASTIC PIPE FITTINGS. DmClS: ALL DEFECTS IN INSTALLATION OF PLASTIC PIPE SHALL BE CORRECTED THROUGH THE GUARANTEE PERIOD SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. IRRIGATION EQUIPMENT NOTES IRRJGATION 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). Il!Rf IBR!f,AJJON HOOS: TURF IRRIGATION HEADS IN OPEN AREAS SHALL BE INSTALLED AT LEAST 2" ABOVE FINISHED GRADE AT THE TIME OF INSTALLATION. WITHIN FWE DAYS OF NOTIFICATION BY THE OWNER'S REPRESENTATIVE, CONTRACTOR SHALL MAKE WHATEVER ADJUSTMENTS OF PIPE, FITTINGS, VALVES OR SPRINKLER HEADS NECESSARY TO BRING THE SYSTEM TO THE PROPER LEVEL OF THE PERMANENT GRADE. TURF IRRIGATION HEADS ALONG WALKS AND DRIVEWAYS, WHERE THE FINISHED GRADE LEVEL IS ESTABLISHED, SHALL BE SET FLUSH AT THE TIME OF INSTALLATION. IN NO CASE SHALL THE SPACING OF HEADS EXCEED THE MAXIMUM RECOMMENDED BY THE MANUFACTURER. SHRUB IRRIGATION HEADS: HEADS IN GROUND COVER AND PLANTING AREAS SHALL BE INSTALLED ON NIPPLES HIGH ENOUGH TO BE ABOVE THE SURROUNDING PLANTING AS DIRECTED, OR AS 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 AS SPECIFIED PER PLANS ADJACENT TO WALLS ANO 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: ALL 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. BACKEJ OW Qfl/lCES· LOCATE BACKFLOW DEVICES, ATMOSPHERIC VACUUM BREAKERS AND ANTI-SIPHON VALVES IN SHRUB AREAS ONLY UNLESS OTHERWISE APPROVED BY OWNER. DEfECTS: ALL DEFECTS 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. RECORD AND AS-BUILT DRAWINGS ITEMIZED I !ST: CONTRACTOR SHALL SUBMIT TO THE LANDSCAPE ARCHITECT AN ITEMIZED LIST OF EQUIPMENT. AS-BUILlS: THE CONTRACTOR SHALL PROVIDE AND KEEP UP- TO DATE COMPLEfE "AS-BUILT" DRAWINGS INDICATING LOCATIONS, 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 BE USED ONLY AS A RECORD SET. CONTRACTOR SHALL FURNISH "AS-BUILT" DRAWINGS TO OWNER UPON COMPLETION OF PROJECT. AS BUILT FORMAT: BEFORE THE DATE 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 AND SUBJECT TO APPROVAL OF THE OWNER. THE CONTRACTOR SHALL DIMENSION FROM TWO PERMANENT POlNTS OF REFERENCES, BUILDING CORNERS, SIDEWALKS, LIGHT POLES, ETC. THE LOCATION OF THE FOLLOWING ITEMS. A. CONNECTION TO EXISTING WATER LINES. B. CONNECTION TO EXISTING ELECTRICAL POWER. C. GATE VALVES, BACKFLOW PREVENTION UNITS AND CONTROLLERS. D. ROUTING OF IRRIGATION PRESSURE LINES (DIMENSION MAX. 100'). E. IRRIGATION CONTROL VALVES. F. ROUTING OF CONTROL WIRE. G. QUICK COUPLING VALVES. H. OTHER RELATED EQUIPMENT AS DIRECTED BY OWNER. DE!LNERY: ON THE DATE OF FINAL APPROVAL THE CONTRACTOR SHALL □ELWER ONE SET OF SEPIA MYLARS OF "AS-BUILTS" PLANS TO THE OWNER. DELIVERY OF MYLARS WILL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF FURNISHING INFORMATION THAT MAY BE OMITTED FROM PRINTS. 5. 6. G. 1. H. 1. 2. CONTRO! I ER CHARTS: CONTROLLER CHARTS SHALL BE PREPARED BY THE CONTRACTOR AFTER APPROVAL OF THE "AS-BUILT'. THE CHART SHALL SHOW BY COLOR CODING THE AREA CONTROLLED BY EACH AUTOMATIC IRRIGATION CONTROLLER. CONJROl I ER CHART FORMAT: THE CONTROLLER CHART SHALL BE A XEROX REDUCTION OF THE "AS BUILT" TO THE MAXIMUM SIZE OF THE CONTROLLER DOOR WILL ALLOW (CONTROLLER SEQUENCE NUMBERS MUST BE LARGE ENOUGH TO BE LEGIBLE AT THE REDUCED FORMAT). UPON COMPLETION THE CHART SHALL BE HERMETICALLY SEALED BETWEEN TWO PIECES OF PLASTIC. CHARTS SHALL BE COMPLETED AND APPROWED PRIOR TO THE FINAL IRRIGATION FIELD OBSERVATION EQUIPMENT TO BE FURNISHED MAINTENANCE TOOi S: SUPPLY THE APPROPRIATE MAINTENANCE PERSONNEL WITH THE FOLLOWING TOOLS: A. TWO SETS OF SPECIAL TOOLS REQUIRED FOR REMOVING, DISASSEMBLING AND ADJUSTING EACH TYPE OF IRRIGATION HEAD AND VALVE SUPPLIED. 8. TWO (2) KEYS FOR EACH AUTOMATIC CONTROLLER. C. ONE (1) QUICK COUPLER KEY AND MATCHING HOSE SWIWEL FOR E\IERY (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. HOMEOWNERS ASSOCIATION (H.O.A.) RESPONSIBILITY AS-8!11LT::i: THE CONTRACTOR SHALL PROVIDE THE H.O.A. ONE (1) SET OF COMPLETE "AS BUILT' INFORMATION ON AN OZALIO SEPIA MYLAR PRODUCED FROM THE LANDSCAPE ARCHITECT. MAINTEt,!ANCI; PRQ!.RAM: THE CONTRACTOR SHALL PROVIDE THE H.0.A. ONE (1) SET OF MAINTENANCE GUIDLINES AS RECOMMENDED BY THE MANUFACTURER/SUPPLIER. MJS Design Group •= Landscape Architecture Planning 1lQ Design Cannery Village 511 3oth St. Lafayette Newport Beach, CA 92863 (949} 675-9964 Fax(949)675-9974 mjsdesigngroup.com S BUILT DATE: 1/fz/07 U') 0 z ::5 I C, -I z 0 0 LJ.J ~ ~ -u U') 0 LJ.J u (/) -~ ct:: o6 I-<( z U') >-u I- LJ.J LJ.J -' ct:: z ~ ~ 0 :J 1 ~ -I ~ _. z U') 0 (I) :::> -0 0 u <( ~ LJ.J 0 z ~ ~ w 0 0 ~ ~ t; <( 0 m ·o u u u u ~ "- Issued For: BUILDING DEPT. CONTRACTOR BID Revisions: & ClARJFICATION PURPOSES 10.3.06 &. CLARJFICATION PURPOSES 10-16-06 & ADDITIONAL PLANTING PLANS 1-19-07 Job No.: Drawn By: MJS Check By: MJS Plan Date: 7.12.07 Scale: NO SCALE litle: IRRIGATION SPECIFICATIONS Sheet No.: Ll-6 8 ~ ~ g ~ ~ '" "' ::, ti ~ :i: ~ '" ~ Cl 3 '.'.l -' ~ 0 '" ,._ _____________________________________ ..,:· __________________________________________________________________________________________________ _j_J ____________ _J~ I I 16 ARBMEN 13-24'BOX 3-36' BOX .... .. ·*-•',• • /: --~-.. .. . . ....... . . . . ... . . . . . . . . . . . . . ....... . ... -...,. .. ------~--------. . . . . . . . . . ..... . . . . . . . . . . . . . .. . . . . . -...•.•. -~,; .. : .• . . . . . . . . . . . _,. ---~------. . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . f;XlSTING P (TY!'.) •• DECOR.A.:=••-« ~POTTERY NdTE \ .1 • I .I. • ., • • • ,d " • .. 2 ARB MEN 36'80X t TREE/PALM LEGEND: SYMBOL NAME SIZE Q1Y. COMMENTS ARB MAR ARBUTUS 'MARINA' 24"80X& 37 MULTI STRAWBERRY TREE 36'BOX BAU BLA BAUHlN!AXBLAKEANA 36"BOX 4 STANDARD HONG KONG ORCHID TREE CHA HUM CHAMAEROPS HUMfUS 48"BOX 2 MEDITERRANEAN FAN PAI..M . 0 FEIJOA SELLOWlANA 24" BOX 34 MULTI PINEAPPLE GUAVA FICNIT FICUS NITIOA 'GREEN GEM' 24"BOX 19 FICUS . JUN TOR JUNIPERUS CHINENSIS 'TORULOSA' 24" BOX 10 HOll YWOOD JUNIPER . B PRUNUS CAROUNIANA 24" BOX 26 COLUMN CAROLINA LAUREL CHERRY GROUNDCOVER LEGEND: MYPORUM 'PAC!FICUM' DWARF MYOPORUM (365) l Gal.. @ 30' O.C. MARATHON He SODDED TURF OR APPROVED EQUAL AVAILABLE FROM SOUTHLAND SOD FARMS ~ 2"THlCK SHREDDED BARK.MULCH L.::___J 'FOREST FLOOR' FROM AGUANAGA OR EQUAL CONTRACTOR SHALL PURCHASE AND INSTAU. 25 FLATS OF 4" POTS TO BE SELECTED AND LOCATED BY THE LANDSCAPE ARCHITECT. lANDSCAPE ARCHITECT TO LOCATE ALL SHRUBS IN TI--IE FIELD • • .,,,,. -- -. • PACIFIC COAST HIGHWAY LIMIT OF WORK 65' FROM B.C.R . , . -. . -. . -. . - EE M p THI IT --- , .. .. . ,. • • •· .. .................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ----'"'· ·"· . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ,. ..................................... ::: : .•.• _.: .• :. •. •. ·:: .• : .• : :: : .• : : : :. •. •. ·:. ·.,;,,:· :. ·: • . ............................ """· ... . /l[j·:-------.-...:.~/ :-:-:. :-:-:-:-:. :-:-:-:-:-. ::.:: . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . .... . . . . . . . ...... . . . . . . ........ . . . . ......... . .............. t': .•.• : :: : .• : : .• : .• . ............ . . . . . . . . . . . . . . . I I SN SN a I \ T . '• . . < . ... 0 / <( ~ t / ::r: V) 0 w / I: <( u SHRUB LEGEND· SYMBOL NAME SIZE Q1Y. COMMENTS (MT) AGAVE ATTENUATA ISGAL 7 AGAVE . (so) BOUGAINVILLEA ROSENKA: ISGAL 169 SHRUB TYPE BOUGAINVILLEA ® BUXUXJAPONICA 'GREEN GEM' 5GAL 215 18' O.C. -MAINTAIN BOXWOOD AS 18" HIGH HEDGE @ COTONEASTER LACTEUS 5GAL 132 RED O.USTER BERRY . <§ DIETES BICOLOR SGAL 161 BLITTERFLY IRIS . @) DODONAEA vrscoSA 15GAI.... 28 OODONAEA - @ ECHIUM FASTUOSUM ISGAL 50 PRIDE OF MADERA . (8) HEMEROCALUS HYBRID 5GAL 365 BRIGHT YELLOW EVERGREEN DAYL!LY 8 HETEROMELES ARBUTIFOIUA ISGAL 84 TOYON . @ LIGUSTRUM JAPONICUM 'TEXANUM' ISGAL 18 . WM LEAF PRIVET © PITTOSPORUM CRA.SS!FOUUM 'NANA' 5GAL. 45 PITTOSPORUM - @) RHAPHlOLEPIS 'MAJESTIC BEAUTY ISGAL 191 SHRUB FORM RHAPHIOLEPIS @) RHAPHIOLEPIS UMBEUATA ISGAL 41 RHAPHIOl..EP!S . ® ROSMARINUS OFF/CfNALIS 'PROSTRATIJS' 5GAL 87 ROSEMARY . I \ STRELITZIA NICOLAI SN GIANT BlRD OF PAAAD!SE 36" BOX 14 . \ J GR) STRELITZIA REGINAE ISGAL 284 BIRD OF PARADISE . @ TPACHELOSPERMUMJASMINIOIDES 5GAL 319 STAR JASMINE . POTTERY AND PLANT NOTE (THIS SHEET) BASE BID: AD ALT. #3: 6-26" I.D. TERRACOTTA POTS with GOLD COAST PATINA FINISH 3 -24" I.D. TERRACOTTA POTS with WEATHERED WASH FINISH PLANTS PER POT: I -5 GAL., 6 - I GAL., and I FLAT 4" POTS (NON-PREMIUM) 2 3 4 5 6 7 8 GENERAL PLANTING NOTES: PRIOR TO ANY FINE GRADING OR PLANTING, CONTRA.CTORSHALL OBTAIN AN AGRONOMIC SOIL REPORT AND SOIL AMENDMENT RECOMMENDATIONS PER SPEC!RCA TIONS, WH1CH SHALL SUPERSEDE THOSE WITHIN THE SPECIFICATIONS. LANDSCAPE CONTAACTORSHALL PURCl--i/>SEAND PROVIDE ALL PLANTER FILL NECESSARY TO BRING SOIL LEVEL TO 2" BELOW TOP OF PLANTER WAU.S. LANDSCAPE ARCHITECT TO APPROVE ALL PLANT MATERIAL NOT LESS THAN I WEEK PRIOR TO ANTICIPATED PlANTING DATE. CONTRACTOR TO COORDINATE APPROVALS. CONTRA.CTORSHALL REMOVE ALL GROWER ST AKES, TAGS AND RIBBONS. LANDSCAPE CONTRACTOR SHALL MAINTAIN PROPER DRAINAGE AND DIRECT ALL WATER TO DRAINAGE INLETS SO /JS TO PREVENT STANDING WATER. THE lANDSCAPE CONTAACTOR SHALL MAINTNN ALL Pl.ANTED AJlEAS FORA PERIOD OF 90 DAYS AFTER "START OF MAINTENANCE" PERIOD. CONTRACTOR SHALL GUARANTEE SHRUBS FOR6 MONTHS AND TREE/PALM MATERIAL FOR 12 MONTHS (I YEAR). LANDSCAPE ARCHITECT SHALL APPROVE PlANT MATERIAL PLACEMENT PRIOR TO INSTALLATION. THE FOLLOWING MINIMUM CRITER!ASI-IALL BE OBSERVED BY THE LANDSCAPE CONTRACTOR: NO TREES SHALL BE PLANTED CLOSER THAN 5' TO A BUILDING OR ROOF STRUCTURE. NO TREES SHALL BE PLANTED CLOSER THAN 5' TO PAVING OR FREEST ANDING WALLS. TREES OR PALMS SHALL NOT BE PLANTED WHERE FUTURE GROWTH WILL OBVIOUSLY CONFLICT WITH ROOF OVERHANGS . NO SHRUBS OR TREES SHALL BE PLANTEDTI-IA.TWILLCREATEA VISUAL OBSTRUCT/ON TO SIGHT LINE OF VEHICLE TRAFFIC. TREES OR PALMS PlANTED IN LANDSCAPE AREAS OF LESS THAN 4' IN WIDTH SHALL BE INSTALLED WITH APPROVED ROOT BARRIERS . ANY PlANTING SHOWN ON THE PlANS OR EXISTING IN THE FIELD THAT CONTRADICTS THESE CRITERIAIS TO BE BROUGHfTOTHE ATTENTION OF THE LANDSCAPE ARCHrTECT FOR RESOLUTION. FAILURE TO DO SO MAY RESULT IN THE CONTRACTOR TO REMOVE OR RELOCATE PLANT MATERJAL FOR PLANTING DETAILS SEE SHEET LP-3 FOR PLANTING SPECIFICATIONS SEE SHEET LP-4 7 ARB'MM 36'BOX ACNIT 24'BOX M I a.. ...J ~I,~ I DECORATIVE POT (TYP.) EE POTTERY NOTE BO BO -V, w 1~ w z BOB BO MEDIAN KEYMAP CHA HUM 48'BOX SCALE: N.T.S. MJSDesign Group,~ Landscape Architecture Planning Design Cannery Village 511 30th St. Lafayette Newport Beach, CA 92663 (949) 675-9964 Fax (949) 675-9974 mjsdesigngroup.com ~ ~-tlfICAre .__ 3235 • ,. /j EXP 03/31/09 Q MARKALAN SCHATI1NGER AS BUILT DATE: -:r/!2-/47- ~ 1 U') w -a:::: 1-z w U') 0 z ::s I (!) -Iz oo w~ ~u u Ss ad~ U') w a:::: 0 I U') j'.'.: -z ::> } 0 ....J (1) -0 0 u <( w ~ u oz wO ~a uu Issued For: BUILDING DEPT. CONTRACTOR BID Revisions: & CLARIFICATION PURPOSES 10.3.06 &. CLARIFICATION PURPOSES 10-16-06 &. ADDITIONAL PLANTING PLANS 1-19-07 Job No.: Drown By: NS Check By: MJS Plan Date: 7.12.07 Scale: I fl 0" = 1 '-0'' Tille: PLANTING PLAN Sheet No.: g Q_ !:! ::, ~ t:: :c ~ w ; z ,~ LP-1 ; 0 S' 10' 20' £ L-----------------------------------------------------------=:a-=,:::::::::::7"'::::__-_-_-_;:.--------------------------------------------------------7'°:::::::;:;-:F::::...--------------Ji!J1 ~---------lL...-J_ _____________ _J 6 2 3 4 s 6 7 8 ::; GENERAL PLANTING NOTES: PRIOR TO ANY FINE GRADING OR PLANTING, CONTAACTORSI-IALL OBTAIN AN AGRONOMIC SO!L REPORT AND SOIL AMENDMENT RECOMMENDATIONS PERSPECIACATIONS, WHtCH SHA.LL SUPERSEDE THOSE WITHIN THE SPECIFICATIONS. LANDSCAPE CONTRACTOR SHALL PURCHASE ANO PROVIDE ALL PLANTER FILL NECESSARY TO BRING SOIL LEVEL TO 2" BELOW TOP OF PLANTER WAUS. LANDSCAPE ARCHITECT TO APPROVE ALL PLANT MATERIAL NOT LESS THAN I WEEK PRIOR TO ANTICIPATED PLAN11NG DATE CONTAACTOR TO COORDINATE APPPOVALS. CONTAACTORSHALL REMOVE All GROWER ST AKES, TAG'S AND RIBBONS. LANDSCAPE CONTRACTOR SHALL MAINTAIN PROPER DRAINAGE AND DIRECT All WATER TO DRAINAGE INLETS SOM TO PREVENT STANDING WATER THE LANDSCAPE CONTRACTOR SHALL MAINTAIN AU. PLANTED AREAS FOR A PERIOD OF 90 DAYS AFTER "START OF MAINTENANCE" PERIOD. CONTRACTOR SHALL GUARANTEE SHRUBS FOR6 MONTHS AND TREE/PALM MATERIAL FOR 12MONTHS(I YEAR). LANDSCAPE ARCHITECT SHALL APPROVE PLANT MATERIAL PLACEMENT PRIOR TO INSTALLATION. THE FOLLOWING MINIMUM CRrTERIA SI-IA.LL BE OBSERVED BY THE LANDSCAPE CONTRACTOR: NO TREES SHALL BE PLANTED CLOSER THAN 5' TO A BUILDING OR ROOF STRUCTURE. NO TREES SHALL BE PLANTED CLOSER THAN 5' TO PAVING OR FREEST ANDING WAll.5. TREES OR PALMS SHALL NOT BE PLANTED WHERE FIJTURE GROWTH W!LL OBVIOUSLY CONFLICT WITH ROOF OVERHANGS. NO SHRUBS OR TREES SHALL BE PlANTEDTHATWILLCREATEA VlSUAL OBSTRUCTION TO SIGHT LINE OF VEHICLE TRAFAC. TREES OR PALMS PLANTED IN LANDSCAPE MEAS OF LESS TI--fAN 4' IN WIDTH SHALL BE INSTALLED WITH APPROVED ROOT BARRIERS. ANY PLANTING SHOWN ON THE PLANS OR EXlSTING 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 CONTPACTOR TO REMOVE OR RELOCATE Pl.ANT MATEPJAL FOR PLANTING DETAILS SEE SHEET LP-3 FOR PLANTING SPECIFICATIONS SEE SHEET LP-4 3 6 3 3 .................... . . . . . . . . . . . . ................... . •••••••••••••••••••••••·••••••••••••• ...................................... ............................................ ........................................... DW l><l CORTLAND DRIVE D • .. . . •. • ;, ·• . ·• ._ ... . -• ._ ... UNTOR ·-24'BOX FICNIT 24'BOX ·- ARB MEN 36'BOX • UNTOR 24'BOX 4 . ... -,-+-· . •· •.. .. • .. • &. ... .. •· . .. . . . . . . . ,, • • 4 . . .. • w > c2 0 VI 0 z ~ I I 0 w :E <( u ~ - 0 0 • • ·. . . ., .. .,, ... .• ... 4 • . " .. .. -. . . • 4 • -4 .• • .. " . • .. . .. • . .. PACIFIC COAST HIGHWAY DW l><l • ·• 1q : 4. . 4 •. • TREE/PALM LEGEND: SYMBOL NAME SIZE QTY. COMMENTS MULTI ARB MAR ARBUTUS 'MARINA' 24• BOX& 37 STRAWBERRY TREE 36' BOX BAU BLA BAUHlNIAXBLAKEANA 36• BOX 4 HONG KONG ORCHID TREE STANDARD DW CHA HUM CHAMAEROPS HUM!US 48' BOX 2 l><l MEDITERRANE.A.N FJI.N PALM 0 FElJOA SELLOWJANA 24'BOX 34 PINEAPPLE GUAVA 'O' 0 FICNIT FICUS N1TIDA 'GREEN GEM' 24•0ox 19 FICUS MULTI JUN TOR. JUNIPERUS CHlNENSIS 'TORULOSA' 24• BOX 10 HOLLYl/vOOD JUNIPER 0 PRUNUS CAROLJN!ANA 24• BOX 26 CAROLINA LAUREL CHERRY COLUMN GROUNDCOVER LEGEND: MYPORUM 'PAQFICUM' DWARF MYOPORUM (365) I GAL @ 30" O.C. ...... ....... ......... 4 lt-l)ti;i)---'/' :::::::::. . ........ . ........... BAUBLA 36"BOX MARATHON lie SODDED TURF OR APPROVED EQUAL AVAILABLE FROM SOUTI-ltAND SOD FARMS ~ 2'TH!CKSHREDDED BARK MULCH L...::._J 'FOREST FLOOR• FROM AGUPNAGAOR EQUAL CONTRACTOR SHALL PURCHASE AND INSTAU. 25 FLATS OF 4• POTS TO BE SELECTED AND LOCATED BY THE LANDSCAPE ARCHITECT. 3 3 UNTOR 24'BOX ARB MEN 36'BOX LANDSCAPE ARCHITECT TO LOCATE ALL SHRUBS !N THE FIELD . ................... . . ..................... . . .................... . ....................... •••••••••••••••••••••••• . ......................... . ....................................................... • • • • . . • • • • . . • • • . • • • • . • • • . • • . • • • • • . . • • • • . • • • • . . . • • • . • • . • ":". -.1.1,:.--1 ......................................................... . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . • • . . 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R ......................................................... .............................................................. . .............................................................. . ................................................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. ......................................... ·□· ....................................................................................................................... . ···············••·••· .... ••••••••••••••••••••••••••••••••••••••••••••••••• . . . . . . . . . . . . . . . . . . . . . . . . ............................................... . .... ...._............... ... ·················································· .......... . .. ... ... .. . .. 3 SHRUB LEGEND: SYMBOL NAME SIZE AGAVE ATTENUATA ISGAL AGAVE BOUGAINVILLEA 'ROSENKA' IS GAL BOUGAINVILLEA ® BUXUX JAPONICA 'GREEN GEM' SGAL BOXWOOD COTONEASTER LACTEUS 5 GAL RED CLUffiRBERRY DIETES Bl COLOR 5 GAL BUTTERFLY IR!S OODONAEA VISCOSA IS GAL DODONAEA ECHJUM FASTUOSUM 15GAL PRIDE OF MAOEAA HEMEROCALUS HYBRID SGAL EVERGREEN DAYULY 8 HETEROMELES ARBlJTIFOIUA IS GAL TOYON LIGUSTRUM JAPONlCUM 'TEXANUM' IS GAL WAX.LEAF PRIVET PITTOSPORUM CRASSIFOLIUM 'NANN SGAL PITTOSPORUM RHAPHlOLEPIS 'MAJESTIC BEAIJT'I" IS GAL RHAPHIOLEPIS RHAPHIOLEPlS UMBEUATA ISGAL. Rl-lAPHIOLEPIS ® ROSMARINUS OFFIClNALIS 'PROSTRATUS' SGAL ROSEM.AAY STRELlTZIA NICOlAI 36"80X GlANT BIRD OF PAR.t>.DISE STRELITZIA REGINAE IS GAL BIRD OF PARADISE T.RACHELOSPERMUM JA.SMINIOlDES SGAL. STARJASM!NE POTTERY AND PLANT NOTE QTY. 7 169 215 132 161 28 so 365 84 18 4S 191 41 87 14 284 319 COMMENTS SHRUB TYPE 1e• O.C. • MAINTAIN AS 18' HIGH HEDGE BRJGHT YELLOW SHRUB FORM BASE BID: 6 • 26" 1.D. TERR.A.COTTA POTS with GOLD COAST PATINA FINISH UNTOR 24'BOX ARB MEN 36'BOX AD ALT. #3: 3 .24• 1.0. TERRACOTTAPOTSwithWEATHEREDWASHFINISH PLANTS PER POT: I •SGAL, 6• I GAL.and I FLAT4•POTS(NON-PREMIUM) KEYMAP DECORATIVE POT (TYP.) SEE PDTTERY NOTE BO BO BO MEDIAN SCALE: N.T.S. MJSDesign Group,~ Landscape Architecture Planning Design Cannery Village 511 30th St. Lafayette Newport Beach. CA 92663 (949) 675-9964 Fax (949) 675-997 4 mjsdesigngroup.com S BUILT DATE: ?-//2/o7- • I (/) w -~ 1-z w (/) 0 z ::s I C, -Iz oo w~ ~u uSs o<S ~ (/) w ~ 0 I (/) ~ -z ::> ~ ~ 0 <( u ..J (I) -0 0 u <( woz ~wO <( ~ ~ U <( 0 uu Issued For: BUILDING DEPT. CONTRACTOR BID Revisions: &. CLARIFICATION PURPOSES l 0.3.06 &. CLARIFICATION PURPOSES 10-16.06 /:jj,_ ADDITIONAL PLANTING PLANS 1-19-07 Job No.: Drawn By: NS Check By: MJS Plan Date: 7.12.07 Scale: 1/10" = l'-0'' Title: PLANTING PLAN Sheet No.: 0 ~ Q ;,:! ~ hl I-I ~ UJ ; z ~ LP-2 i 0 5' 10' 20' 8 '---------------------------------------'-------------------------------------------------------------------------------------------------------------------...L....l _____________ _16 i TREE/PALM LEGEND: SYMBOL NAME SIZE QTY. COMMENTS ARB MAR ARBUTUS 'MARINA' 24'B0X& 37 MULTI STRAWBERRY TREE 36"B0X IWJ BLA BAU HI NIA X BLAKEANA 36"B0X 4 STANDARD HONG KONG ORCHID TREE Cl-lA.HUM CHAMAEROPS HUMILIS 48"BOX 2 MEDITERRANEAN FAN PALM - 0 FE/JOA SELLOWIANA 2-4"BOX 34 MULTI PINEAPPLE GUAVA FJC NIT FICUS NITIDA 'GREEN GEM' 24' BOX 19 FICUS - JUN TOR JUNIPERUS CHINENSIS 'TORULOSA' 24'BOX IO HOLL Y'WOOD JUNIPER - @ PRUNUS CAROUNlANA 24'BOX 26 COLUMN CAROLINA LAUREL CHERRY GROUNDCOVER LEGEND: MYPORUM 'PAOFICUM' DWARF MYOPORUM (36S) I GAL @ 30" O.C. MARATHON lie SODDED TURF OR APPROVED EQUAL AVAIL.ABLE FROM SOLfTHLAND SOD FARMS ~ 2"1HJCKSHREDDEDBARKMULCH L___::___J "FOREST FLOOR" FROM AGU/WAGAOR EQUAL CONTRACTOR SHALL PURCHASE AND INSTALL 25 FLATS OF 4' POTS TO BE SELECTED AND LOCATED BY THE LANDSCAPE ARCHITECT. LANDSCAPE ARCHITECT TO LOCATE ALL SHRUBS lN THE AELD I a.. _J 1-w w- ~I V') w z .... LIMIT OF WORK ~ mma .l!lmD _. mm 1111:!:!a lliEl:EI mar .. l:l!lm 3 ARB'MAR' 36" BOX SHRUB LEGEND: SYMBOL NAME SIZE QTY. COMMENTS (AA~ AGAVE ATTENUATA ISGAL 7 AGAVE - (so,J BOUGAINVILLEA 'ROSENKA' ISGAL 169 SHRUB TYPE BOUGAINVILLEA ® SUXUXJAPONICA 'GREEN GEM' SGAL 215 18' O.C. -MAINTAIN BOXWOOD AS 18" HIGH HEDGE @ COTONEASTER LACTEUS 5GAL 132 RED CLUSlER BERRY - @) DIETES BICOLOR 5GAL 161 BUTTERFLY IRIS . @) DODONAEA VISCOSA ISGAL 28 DODONAEA - @ ECHlUM FASTUOSUM ISGAL 50 PRIDE OF MADERA . (fi) HEMEROCALUSHYBruD 5GAL 365 BPJGHT YELLOW EVERGREEN DA YUL Y 8 HETEROMELES ARBUTIFOIUA ISGAL 84 TOYON - @ LlGUSTRUM JAPONICUM 'TEXANUM' ISGAL " -WAX LEAF PRIVET @ PITTOSPORUM CRASSIFOLIUM 'NANA' 5 GAL 45 PlTTOSPORUM - 8 RHAPHlOLEPIS 'MAjES11C BEAUTY' ISGAL 191 SHRUB FORM RHAPHIOL£PJS @) RHAf'HIOLEPIS UMBEUATA ISGAL 41 RHAPHIOLEPIS - ® ROSMARINUS OFFIC!NAUS 'PROSTRATUS' SGAL 87 ROSEMARY - f \ STREUTZIA NICOLAI SN GIANT BIRD OF PARADISE 36" BOX 14 -' J ® STRELITZIA REGlNAE ISGAL 284 BIRD OF PARADISE - ® TRACHELOSPERMUMJASMlNIOlDES 5GAL. 319 STAR JASMINE - I ~ I 2 3 4 5 6 7 8 GENERAL PLANTING NOTES: PRIOR TO ANY FINE GRADING OR PLANTING, CONTPACTORSl-1Al.l. OBTAIN AN AGRONOMlC SOIL REPORT AND SOIL AMENDMENT RECOMMENDATIONS PERSPECfFICA.TtONS, WHICH SI-Vi.LL SUPERSEDE THOSE WITHIN THE SPECIFICATIONS. LANDSCAPE CONTRACTOR SHALL PURCHASE AND PROVIDE ALL PLANTER FILL NECESSARY TO BRING SOIL LEVEL TO 2a BELOW TOP OF PLANTER WALl.5. LANDSCAPE ARCHITECT TO APPROVE ALL PLANT MATERIAL NOT LESS THAN I WEEK PRIOR TO ANTICIPATED PLANTING DATE. CONTRACTOR TO COORDINATE APPROVALS. CONTRACTOR SHALL REMOVE ALL GROWER STAKES, TAGS AND RIBBONS. LANDSCAPE CONTRACTOR SHALL MAINTAIN PROPER DRAINAGE AND DIRECT ALL WATER TO DRAINAGE INLETS SOftS TO PREVENT STANDING WATER THE LANDSCAPE CONTRACTOR SHALL MAINTAIN ALL PLANTED AREAS FOR A PERIOD OF 90 DAYS AFTER "ST ART OF MAINTENANCE" PERJOD. CONTRACTOR SHALL GUARANTEE SHRUBS FOR6 MONTHS AND TREE/PALM MATERJAL FOR 12 MONTHS (I YEAR). LANDSCAPE ARCHITECT SHALL APPROVE PLANT MATERIAL PLACEMENT PRIOR TO INSTALLATION. THE FOLLOWING MINIMUM CRJTERIASHALL BE OBSERVED BY THE LANDSCAPE CONTRACTOR: NO TREES SHALL BE PLANTED CLOSERTI-IAN 5' TO A BUILDING OR ROOF STRUCTURE. NO TREES SHALL BE PLANTED CLOSER THAN 5' TO PAVING OR FREESTANDING WALLS. TREES OR PALMS SHALL NOT BE PLANTED WHERE FUTURE GROWTH WILLOSVIOUSLYCONFLICTWITHROOFOVERHANGS. NO SHRUBS OR TREESSI-IALLBE PlANTEDTHATWILLCREATEA VISUAL OBSTRUCTION TO SIGHT LINE OF VEHICLE TRAFFIC. TREES OR PALMS PLANTED IN LANDSCAPE AREAS OF LESS THAN 4' IN WIDTH SHALL BE INSTALLED WITH APPROVED ROOT BARRIERS. ANY PLANTING SHOWN ON THE PLANS OR EXISTING IN THE FIELD THAT CONTAADICTS THESE CRITERIA IS TO BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT FOR RESOLUTION. FAILURE TO DO SO MAY RESULT IN THE CONTAACTOR TO REMOVE OR RELOCATE PLANT MATERIAL FOR PLANTING DETAILS SEE SHEET LP-3 FOR PLANTING SPECIFICATIONS SEE SHEET LP-4 , -----_____,,,,,,, .,. KEYMAP SCALE: N.T.S. 0 5' 10' 20' MJSDesign Group ,~ Landscape Architecture Planning Design Cannery Village 511 30th St. Lafayette Newport Beach, CA 92663 (949) 675-9964 Fax(949)675-9974 mjsdesigngroup.com S BUILT DATE: 1/ftjo?-- (/) UJ -~ t-z UJ - (/) 0 z ::S I c., - (/) UJ ~ 0 I (/) z ::> ~ ~ 0 _J (I) ""O 0 u <( UJ Oz ~wO <(~Cl!'. U <( 0 uu Issued For: BUILDING DEPT. CONTRACTOR BID Revisions: & CLARIFICATION PURPOSES 10.3.06 & CLARIFICATION PURPOSES 10-16-06 /i::i. ADDITIONAL PLANTING PLANS 1-19-07 Job No.: Drawn By: NS Check By: MJS Plan Date: 7.12.07 Scafe: 1/1 O'' = I '-0" Title: PLANTING PLAN Sheet No.: LP-3 ":' M "' "' "' a: 'I!, ~ I 0 ~ I::! 0 ci z "' 0 ~ w "' ::, I-\) w f-:i: ?;! ---< w 0.. < u "' 0 z :5 '.:'.l ...J ~ 0 w :!: 6 SECTION @ SHRUB PLANTING >< 000 000 00 0 X SQUARE SPACING PLAN SPACING (ON CENTER) SECTION @ SHRUB SPACING. LEGEND: CD WATER BASIN FORMED BY 3• HIGH BERM Q) FINISH GRADE (ROOT BALL 1/2." ABOVE FINISH GRADE AFTER SETTLEMENT) (D ROOTBALL 0 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 ROOT SYSTEM 2. PLANT HOLE SIZE SHALL BE TWICE THE CONTAINER DIAMETER 3. NITROLIZED WOOD SHAVINGS Scale: N.T.S. 000 00 000 0 X TRIANGULAR SPACING LEGEND: CD MULCH @ PREPARED PLANT SOIL (D SUBGRADE NOTES: I. REFER TO SPECS FOR PREPARED PLANT SOIL DEPTH & PREPARATION 2. REFER TO PLANS FOR SQUARE OR TRIANGULAR SPACING PLT-SHB Scale: N.T.S. PLT-GRD SECTION LEGEND: CD FINISH SURFACE C> ,,-----~ PALM TRUNK TO BE PLUMB (VERTICAL) @ PALM TREE -SEE PLANTING PLAN (D 3"DIA.DRAINGRATE, TOP l/8ofGRATEtobe2"ABOVE FINISH GRADE. NOT to be USED as SURFACE DRAINAGE. 0 WASHED PLASTER or CONCRETE SAND -WET SAND to SETTLE. 0 3" DIA. ADS PERFORATED PIPE. ALL PERFORATED PIPES WILL be WRAPPED with DRA!NGUARD. © DRAIN GUARD LAYER, 2" MIN. SLOPE 0 12" MIN. GRAVEL LAYER NOTES: I. PLANT HOLE SHALL BE LARGER IF NECESSARY to PERMIT HANDLING and PLANTING without INJURY or BREAKAGE of the ROOT BALL or ROOT SYSTEM 2. ALL PALM TREES SHALL BE INSPECTED by CITY LANDSCAPE ARCHITECT PRIOR to PLANTING © PALM TREE PLANTING & DRAIN Scale: N.T.S. PLM-PLT2 LEGEND: CD STEEL WIRE -FLAG W/ 3/8" WHITE PVC/ABS TUBE Q) STEEL TURNBUCKLE - I PER GUY WIRE (D MULCH 0 TEMPORARY WATER BASIN BERM REMOVE PRIOR TO HYDROSEEDING OR SODDING @ FINISH GRADE © ROOTBALL 0 AMENDED BACKFILL @ ROUGHENED © CABLE ANCHOR @suBGRADE @TREE TIE NOTE: DELETE GUYS IN FIELD AS DIRECTED BY LANDSCAPE ARCHITECT (36 11 BOX & LARGER) @ TREE PLANTING (GUYING) Scale: N.T.S. PLT--GVY PLAN VIEW = z M--:r: SECTION (PREVAILING WIND NOTE: LEGEND: CD TREE STAKES (2 PER TREE) Q) TREETRUNK (D 3" MIN. DEPTH MULCH 0 LODGE POLE PINE TREE STAKES TREATED W/ COPPER NAPTHANATE. 2" CUT OFF BELOW CANOPY @ 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 © ROOTBALL @ 18"X6'-0"ROOTBARRIERINSTALL@ALL TREES PLANTED 5' 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/ BRANCHES. 2. REFER TO SPECIFICATIONS FOR MULCH, PLANT P1T AND AMENDMENT REQUIREMENTS 3. ALL TREES PLANTED IN TURF SHALL RECEIVE PLASTIC ARBOR GUARDS ( 15 GAL. & 24 11 BOX) Scale: N.T.S. @ TREE PLANTING (DBL. STAKING) PLT-DST MJSDesign Group,~ Landscape Architecture Planning Design Cannery Village 511 30th St. Lafayette Newport Beach, CA 92663 (949) 675-9864 Fax (949) 675-9974 mjsdesigngroup.com S BUILT DATE: 7-//2/07-~, V) 0 z ~ I (.') -I z 0 0 w ~ ~ u V) 0 w u ti') -ti') °' ocS <( I-<( z ti) >-u I-w w ' °' z ~ ~ 0 :::::, 1 ~ -I ~ _J z V) 0 (]) ::, -0 0 u <( ~ w oz ~ ~ wO u 0 <( ~o m u u ·e uu a. Issued For: BUILDING DEPT. CONTRACTOR BID Revisions: &. CLARIFICATION PURPOSES 10.3.06 & CLARIFICATION PURPOSES 10-16-06 &. ADDITIONAL PLANTING PLANS 1 -19-07 Job No.: Drown By: MJS Check By: MJS Plan Date: 7.12.07 Scale: SEE DETAIL Title: CONSTRUCTION DETAILS Sheet No.: LP-4 ' ~ l 0 w '-------------------------------------------------------------------------------------------------------------------------L-L------------16 A. 1. 2. 3. 4. 5. 6. 7. 8. 9. 1 o. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. B. 1. GENERAL NOTES .BlllQlliG: IT SHALL BE THE OWNER'S RESPONSIBILITY IN INVITING AND OBTAINING BIOS, SETTING ITS PROVISIONS AND INSTRUCTIONS TO BIDDERS, SECURING THEIR BONDS AND WORKERS COMPENSATION INSURANCE CERTIFlCATES. ETC. TO FULLY ENSURE THE QUALITY AND TIMELY' COMPLETION OF THE PROJECT. SCQPE Of WQRK: CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES NECESSARY TO FURNISH AND INSTALL A COMPLETE ALL LANDSCAPING PER THE DRAWINGS AND SPECIFIED WlTHIN. Pl.AN VERfflCATIQN: THESE DOCUMENTS MAY CONTAIN ERRORS, OMISSIONS, CONTRADICTIONS, ETC. THE CONTRACTOR SHALL REVIEW ALL DOCUMENTS THOROUGHLY AND SHAU. NOTIFY THE LANDSCAPE ARCHITECT AND OWNER IMMEDJATELY UPON ANY SUCH DISCOVERY OF DISCREPANCY. GOVERNING CODES SHALL THEN APPLY. I jCf;N.,'}E": THE CONTRACTOR SHALL BE A C-27 CALIFORNIA STATE LICENSED LANDSCAPE CONTRACTOR. ORDINANCES AND REGPI ATIONS : ALL LANDSCAPE PLANTING WITHIN THESE DRAWINGS AND SPECIFICATIONS SHALL CONFORM TO ALL APPLICABLE GOVERNING CODES AND ORDINANCES (LOCAL. COUNTY & STATE). PERMfTS NiQ: INSPECTIONS : THE CONTRACTOR SHALL OBTAlN, COORDINATE AND PAY FOR ALL PERMITS, FEES AND AGENCY INSPECTIONS AS REQUIRED. Ofl Q YEfflflCAlJQN: CONTRACTOR SHAlL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. THE LANDSCAPE ARCHITECT AND OWNER SHALL BE NOTIFIED IMMEDIATELY UPON ANY DISCOVERY OF DISCREPANCIES. !N THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE LANDSCAPE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. I IA81 E fOB fNCBOACHMOO: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ENCROACHMENT ONTO ADJACENT PROPERTY. RIGHT-OF-WAYS, EASEMENTS, SET-BACKS OR ANY OTHER LEGAL PROPERTY RESTRICTIONS EITHER MARKED OR UNMARKED. MfIHODS Of CONSJRlJC]QN: THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION METHODS, MEANS, SEQUENCES, PROCEDURES AND TECHNIQUES. THE LANDSCAPE ARCHITECTURAL FIRM IS NOT LIABLE FOR CONSTRUCTION METHODS. ..sM.Eii: THE CONTRACTOR IS SOLELY RESPONSIBLE FOR INITIATING. MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS DURING CONSlRUCTION. urn WfS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND UTILITIES. ELECTRICAL CABLES, CONDUITS, AND IRRIGATION LINES PRIOR' TO ANY CONSTRUCTION, SO THAT PROPER PRECAUTIONS MAY BE TAKEN NOT TO DAMAGE SUCH IMPROVEMENTS. INSURANCE· THE CONTRACTOR SHALL OBTAIN (AND KEEP 1N FORCE DURING THE PERIOD OF THE CONTRACT) PUBLIC UABIUTY, WORKMAN'S COMPENSATION AND PROPERTY DAMAGE INSURANCE. AS REQUIRED BY ALL APPLICABLE CODES AND REGULATIONS. UABl,E EQR QAMAGE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED BY ITS OPERATIONS TO UTILITIES. EXISTING PLANTING, CONSTRUCTION, PERSONS, PROPERTY, ETC. AND SHALL PROVIDE PROTECTIVE MEANS TO GUARD AGAINST DAMAGE. COORDJNATIQN: CONTRACTOR SHALL COORDINATE ALL LANDSCAPE CONSTRUCTION WITH APPROPRIATE TRADES TI-1ROUGH THE OWNER BEFORE STARTING WORK. PL.AlfflNG PlANS: THE PLANTING PLANS ARE GENERALLY DIAGRAMMATIC AND INDICATIVE OF THE WORK TO BE INSTALLED. THE CONTRACTOR SHALL MAKE MINOR ADJUSTMENTS DURING INSTALLATION TO AVOID CONFUCTS BETWEEN. EXISTING IRRIGATION. EXlSTlNG PLANTING, ARCHITECTURAL FEATURES AND UTILITIES. WMENSfONS: All SCALE DIMENSIONS ARE APPROXIMATE. WRITTEN DIMENSIONS ON DETAILS AND PL.ANS TAKE PRECEDENCE OVER SCALED DIMENSIONS. Pl AN1]NG NQJES: SEE GENERAL NOTES ON THE DRAWINGS FOR A□DmONAL WORK REQUIRED, BUT NOT SPEC!FJCALLY MENTIONED IN THESE SPECIFICATIONS. ALL WORK CALLED FOR ON lHE DRAWfNGS BY NOTES SHALL BE FURNlSHED AND INSTALLED WHETHER OR NOT SPECIFICALLY MENTIONED IN THE SPECIFICATIONS AND/OR DETAILS. MAJFBJN S· ALL MATERIALS AND EQUfPMENT SPECIFlEO IN THESE DRAWINGS SHALL BE NEW AND IN PERFECT CONDlT!ON OR THE BEST GRADE OF THEIR RESPECTIVE KINDS WHERE INSTALLED AND SHALL BE INSTALLED lN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. SUBSTITI..fTIOl: DESIGN, MATERIAL, EQUIPMENT AND PRODUCTS OTHER THAN THOSE DESCRIBED OR INDICATED ON DRAWINGS 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 ORDINANCES. ANY EQUIPMENT OR MATER!ALS INSTALLED WITHOUT APPROVAL BY THE OWNER OR LANDSCAPE ARCHITECT MAY BE REJECTED AND REMOVED AT CONTRACTOR'S EXPENSE. NQTIC£ Of CQMPiJJ]QN: TI-IE COMPLETION OF THE CONTRACT SHALL BE ACCEPTED, ANO NOTICE OF COMPLETION RECORDED ONLY WHEN THE ENTIRE CONTRACT IS COMPLETED TO THE SATISFACTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. S£II MAfNJEt:WICE': CONTRACTOR SHALL KEEP THE PROJECT SITE CLEAN AND FREE FROM RUBBISH AND DEBRIS. All. DEBRIS SHALL BE REMOVED FROM SITE PER LOCAL CODE AND ORDINANCES. MAJN'IENANCE INSJRUCJJQNS: AT THE COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL INSTRUCT n-!E OWNER'S AUTHORIZED REPRESENTATIVE ON HOW TO PROPERLY MAINTAIN AND CARE FOR LANDSCAPE PLANTINGS. GUARANJEE: THE ENTIRE LANDSCAPE INCLUDING ALL WORK DONE UNDER THIS CONTRACT, SHALL BE GUARANTEED AGA!NST ALL DEFECTS AND FAULT OF MATERIAL AND WORKMANSHIP, AND SHALL BE JN PERFECT WORKlNG ORDER FOR 90 DAY$ FROM DATE OF COMPLETION BY THE CONTRACTOR WITHOUT EXPENSE TO THE OWNER. TREES SHALL BE GUARANTEED FOR ONE (1) YEAR. ALL MATER!ALS USED SHAU CARRY A MANUFACTURER"$ GUARANTEE OF MINIMUM ONE (1) YEAR. ANY SETTLING OF TREE/SHRUB WEUS WHICH MAY OCCUR DURING THE 90 DAY PERIOD FINAL ACCEPTANCE SHALL BE REPAIRED TO THE OWNER'S SATISFACTION BY TI-lE CONTRACTOR WITHOUT EXPENSE TO THE OWNER -INCLUDING THE COMPLETE RESTORATION OF ALL DAMAGED PL.ANTING. PAVING OR OTHER IMPROVEMENTS OF ANY KlND. FIELD OBSERVATIONS BEQUIBfP BEi p OBSE:f?YAllON WQBK: THESE PLANS WERE PREPARED WITH THE UNDERSTANDING TI-lAT THE OWNER OF SAID PlANS WILL USE PROFESSIONAL DES!GN ASSOCIATES TO PROVIDE 'FULL' CONTRACT SERVICES INCLUDING FIELD OBSERVATION SERVICES DUR1NG CONSTRUCTION. FAILURE TO USE PROFESSIONAL DESIGN ASSOCIATES TO PROVlDE AND COMPLETE TI-lE FIELD OBSERVATION SERVICES SET FORTH HEREIN WILL SIGNIFICANTLY INCREASE THE MISINTERPRETATION OF THE INTENT OF TI-lE DESIGN. ANY UNAUTHORIZED MOOlFICATIONS THERETO, AND FAILURE TO DETECT ERRORS AND OMlSSIONS IN TI--lE PLANS AND SPECIFICATIONS CAN BECOME COSTLY MISTAKES BUILT INTO THE PROJECT. THEREFORE, IN THE EVENT THAT PROFESSIONAL DESIGN ASSOCIATES IS OTHERWISE PRECLUDED FROM COMPLETING THE FIELD OBSERVATION SERVICES SET FORTH HEREIN, THE OWNER, OR SUBSEQUENT OWNER (INDMDUALS OR CORPORATIONS WHO HAVE PURCHASED THESE PLANS WITH THE PROJECT), AGREES TO HOLD HARMLESS, INDEMNIFY, AND DEFEND PROFESSIONAL DESIGN ASSOCIATES AND THEIR CONSULTANTS FROM AND AGAINST ANY AND ALL CLAIMS. 2. 3. 4. 5. C. 1 . 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. D. 1 . 2. 3. 4. 5. OEIQ OBSERVATION COQRQ!NAJ10N: THE FOLLOWING OBSERVATIONS SHALL 8£ INITIATED BY THE CONTRACTOR AND COORDINATED THROUGH THE OWNER (JOB SUPERINTENDENT). THE CONTRACTOR SHALL NOTIFY THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT NOT LESS THAN FORTY-EIGHT (48) HOURS IN ADVANCE OF ANY OBSERVATION. CONTINUED WORK WITHOUT OBSERVATION OF ANY REQUIRED CHANGES OR MODIFICATIONS TO BE AT THE CONTRACTOR'S EXPENSE. THE OWNER (JOB SUPERINTENDENT) SHALL INFORM THE LANDSCAPE ARCHITECT AS TO THE PURPOSE AND TIME OF THE OBSERVATION FORTY- EIGHT (48) HOURS IN ADVANCE. Cl 0SJNG Of NOT IN$PECJEP WORK THE CONTRACTOR SHALL NOT AI..LOW NOR CAUSE ANY OF THE WORK TO BE COVERED OR ENCLOSED UNTIL IT HAS 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 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 SITE MEEJJNGS AND REOlllRrn INSPECTIONS: A. PRE-JOB MEETING ON SITE-PRIOR TO COMMENCEMENT OF WORK 8. DURING SOIL PR£PARATION C. AT COMPLEJlON OF SOIL PREPARATION 0. COMPLEllON OF WEED CONTROL E. PLANT MATERIAL INSPECTION F. GRADING CHECK PRIOR TO GROUND COVER G. PROGRESS/INSTAI.IATION INSPECTION H. COMPLETION OF PIANTING I. 30, 60, & 90-DAY MAINTENANCE INSPECTIONS CQMPl,ETION: WORK SHALL BE COMPLETED UPON FINAL APPROVAL BY OWNER AND LANDSCAPE ARCHITECT. A FINAL INSPECTION SHALL BE HELD UPON THE COMPLETION OF THE WORK PROVIDING THE CONTRACTOR HAS COMPLETED THE INSTAUATION OF ALL PHASES OF THE CONTRACT AND CONFORMED TO ALL REQUIREMENTS OF THESE SPECfFlCATJONS. MATERIAL NOTES GfN£RAL: THE FOLLOWING UST 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 INSTAUED IN ACCORDANCE WITH THESE PLANS AND SPECIFlCATIONS. SCQPF Of WORK: WORK SHALL CONSIST OF FURNISHING ALL MATERIALS, SERVICES AND EQUIPMENT NECESSARY TO COMPLETELY INSTALL ALL LANDSCAPE WORK AS INDICATED ON THE DRAWINGS AND HEREIN SPECIFIED. pt,,ANT W.IfRIA! S· ALL PLANTS SHALL BE HEALTHY, WELL ESTABLISHED NURSERY STOCK, 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 AND SHALL BE OF THE SPECIES AND SIZES INDICATED ON THE PLANT LIST. ALL PLANTS SHALL BE INSPECTED ANO APPROVED PRIOR TO PLANTING. REJECTION Of Pl.ANT MATERIAL: THE OWNER OR LANDSCAPE ARCHITECT MAY REJECT ANY PLANT MATERIAL REGARDED AS UNSUfTABLE AT ANY TIME AT NO ADDITIONAL COST TO THE OWNER. HANPUNG/sTQRAGE: ALL PLANTS SHALL BE HANDLED AND STORED SO THEY ARE ADEQUATELY PROTECTED FROM DRYING OUT, SUN. WIND BURN, VANDALISM OR ANY OTHER tNJURY. TREE TAGGJNG: ALL SPECIMEN TREES CALLEO OITT ON PLAN TO BE TAGGED SHALL BE SELECTED BY LANDSCAPE ARCHITECT. JRFE STAKES ANQ GU)'$: TREE STAKES SHALL BE LODGE POLE PINE OR CONSTRUCTION HEART REDWOOD. FURNISH ANO INSTALL AS INDICATED ON DETAILS. 18££ DES: SHALL BE FLEXIBLE NON-DETERIORATING SELF- FASTENING BLACK VINYL TREE TIES OF THE SIZES REQUIRED TO PROPERLY SUPPORT TREES, "CtNCH TIES" OR EQUAL ROOT BARRJERS: CONTRACTOR SHALL INSTALL APPROVED ROOT BARRIERS ON ALL TREES WITHIN FIVE (5) FEET OF HARDSCAPE, STRUCTURES, ETC. ~: SOD VARIETY SHALL BE PER PLANS. SOD SHALL BE SUPPLJED BY PACIFIC SOD OR APPROVED EQUAL, PURCHASED FROM A RECOGNIZED TURF NURSERY, FIRST QUALITY, FRESH AND CLEAN. AGR!fQBM PJ.ANTJNG JAB! EJS: SHAU. 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. CQMMEfflrAJ EfRD/ IZfB: SHALL BEAR TI-lE 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 $HAYiNG$: SHALL BE PURE REDWOOD SAWDUST AND SHAVINGS OR NITROGEN FORTIFIED FIR RESULTING FROM MILLING OPERATlONS ANO SHALL NOT CONTAIN STICKS, BLOCKS OF WOOD, OR OTHER FOREIGN MATTER. SOURCES OF SHAVINGS SHALL BE APPROVED BY LANDSCAPE ARCHITECT. Soll Slll BIR~ STANDARD COMMERCIAL BRAND, GUARANTEED ANALYSIS OF 99% SULFUR (EXPRESSED AS ELEMENTAL) SUPPLIED !N UNOPENED BAGS WITH ANALYSIS ATTACHED. 80Nf Mft\1,,; SHAU. BE FINE GROUND. STEAMED, DRY MATERIAL WITH A MINIMUM ANALYStS OF 1% NITROGEN -30% PHOSPHORIC ACID -69.5% UNDILUTED BONE. SAMPl..£S: SAMPLES OF REDWOOD SHAVINGS, STEER MANURE, FERTILIZER AND SEED SHALL BE SUBMITTED FOR APPROVAL AND SHALL BE STORED ON THE SITE UNTIL FURNISHING OF MATERIALS IS COMPLETED. CERl)FICAJES: CERTIFICATES FOR EACH DELNERY OF BULK MATERIAL 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 THE LOCATIONS IT WAS DELNERED TO. LANDSCAPE GRADING NOTES SIT£ PR£PARATIQN: THE CONTRACTOR SHALL REMOVE ALL WEEDS, ROCKS, DEBRIS, AND OTHER EXTRANEOUS MATERIALS FROM THE JOB SITE PRIOR TO PROCEEDING WITH ANY WORK. SOU PBfPARATIQN: ALL SOIL PREPARATION SHALL BE INSTALLED AS PER THE SOIL AGRONOMY REPORT TO BE PROVIDED AND PAID FOR BY THE OWNER. SOILS REPORT SHAU. CONTAIN FULL SOIL AMENDMENT RECOMMENDATIONS. THE REPORT SHALL BE IMMEDIATELY FORWARDED TO THE LANDSCAPE ARCHITECT UPON COMPLETION. son AMENPMfNtS: THE SOIL AMENDMENTS SPECIFIED ARE FOR BIDDING PURPOSES ONLY. THE OWNER SHALL PROVIDE FOR A SOILS AGRONOMY REPORT FROM AN APPROVED SOILS LABORATORY AND/OR ANY ADDITIONAL SPECIFICATION PROVIDED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF PL.ANT MATERIALS. CIJ!TJVATJON QEPJH: ALL LANDSCAPE AREAS SHALL BE CULTIVATED TO A DEPTH OF 6". AMENDMENT M,IX: INCORPORATE THE FOLLOWING SOIL AMENDMENTS, OR PER SOILS REPORT, IN THE UPPER 6" OF ALL TIWNG OR DISKING UNTIL ALL POCKETS AND LAYERS OF SOIL AND SOIL CONDITIONERS ARE ELIMINATED. REDWOOD SHAVINGS COMMERCIAL FERTILIZER GYPSUM 6 YARDS PER 1000 SQ. FT. 20 LBS. PER 1000 SQ. Fr. 100 LBS. PER 1000 SQ. Fr. .6. 7. 8. 9. E. 1. 2. 3. 4. 5. 6. 7. 8. F. 1 . 3. G. 1 . 2. 3. 4. 5. 6. H. 1. 2. 3. 4. 5. 6. 7. 8. FlNfSH @Pf· FlNISH GRADES SHALL BE THOSE INDICATED ON THE DRAWINGS OR AS MAY BE CONTROLLED BY EXISTING INSTALLAT!ONS. GRADES NOT OTHERWISE INDICATED SHALL BE UNIFORM. STRAIGHT LEVELS BETWEEN POINTS WHERE ELEVATIONS ARE DETERMINED. FINISH GRADES SHALL BE SMOOTH AND EVEN OF A UNIFORM PLANE WITH AN ABRUPT CHANGES IN IBE SURFACE. MINOR MODELING OF THE GROUND SURFACE MAY BE REQUIRED. GRADES SHALL PROVIDE FOR THE NATIJRAL RUN-OFF OF WATER WllHOUT LOW SPOTS OR POCKETS. FLOW LINES SHALL BE SET BY INSTRUMENT ANO SHALL BE THE MAXIMUM GRADlENT POSSIBLE. DRA[HAG£: THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSITIVE DRAINAGE IN All PL.ANTING AREAS IN ACCORDANCE WITH THE PLANS, DITAILS AND SPECIFICATIONS QR AS SPECIFIED BY THE OWNER. ANtSH GRAPE AI WBf AREAS= FlNlSH GRADE OF ALL TURF AREAS SHALL BE ONE INCH BELOW THE GRADE OF ADJACENT WALKS, PAVEMENTS, CURBS, ETC. FINISH GRADE AT SHRUB AR£AS: FlNISH 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 Pl ANT QEP'.TH: PLANT ALL PLANTS AT THEIR NATURAL GROWING DEPTH PER DETAIL, IN THE LOCATIONS SHOWN ON THE DRAWINGS. fXCAYAJm PIT$: EXCAVATE PITS WITH SQUARE AND VERTICAL SIDES, 2 TIMES THE DIAMETER, AND 12" GREATER IN DEPTH THAN THE SIZE OF THE PLANT CONTAINER. BAGKf!JJ MIXJ11Rf: BACKF!LL TO BOTTOM OF ROOT BALL WITH PREPARED BACKFILL MIXTURE, TAP FIRMLY, SET PLANT IN CENTER OF PIT IN A VERTICAL POSITION, CROWN LEVEL WITH FINISH GRADE. BACKFILL BALANCE OF PIT WITH THE FOU.OWING PREPARED MIXTURE OR PER SOJLS REPORT: 10 PARTS TOP SOIL 5 PARTS REDWOOD SHAVINGS 1 / 4 LB. BONE MEAL AGRIFORM PLANT TABLETS, 1 PER GALLON, 2 PER 5 GALLON, 4 PER 15 GALLON, AND 6 PER BOX FOR SPECIMENS LARGER TI-IAN 1 5 GALLON. JRfE I Qf.A.JlONS: TREE LOCATIONS TAKE PRECEDENCE OVER IRRIGATION LINES. CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS AS NECESSARY. WAJER fl!§fN· CONSTRUCT A SIX INCH DEEP WATER BASIN. MULCH WITH A TWO INCH LAYER OF REDWOOD SHAVINGS, AND WATER lHOROUGHLY, BACKFILLING WITH ADDmONAL MIX WHERE VOIDS APPEAR. JBEf STAKFS· ALL NURSERY STAKES SHALL BE REMOVED AND ALL TREES SHALL BE INSTALLED WITH LODGE POLE STAKES DRIVEN 3 FEET INTO TI-1E GROUND. TREE STAKES SHALL NOT PIERCE Tl-lE ROOTBALL ANO NOT INJURE TREE ROOTS. SEE TREE PLANTING DETAILS. ]REE JJES: TREE TIES SHALL BE FASTENED TO THE TREE AND STAKE BY LOOPING THE TIES IN FlGURE s·s WITH THE INSIDE OF THE TREE TRUNK. FASTEN TIE TO THE STAKE WITH ONE GALVANIZED ROOFING NAIL QEfECIS: ALL DEFECTS IN TREE AND SHRUB PL.ANTING SHALL BE CORRECTED THROUGH THE GUARANTEE PERIOD SPECIFlED HEREIN AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. VINE PLANTING NOTES GENERAL: AU VINES SHALL BE PLANTED PER THE VINE PLANTING DETAIL, AND TI--fE WOOD SUPPORT STAKE SHALL BE CAREFULLY REMOVED WITHOUT DAMAGE TO THE ROOTBALL. WOOD FENCES: VINES ATTACHED TO WOOD FENCES SHALL BE SECURED WITH GALVANIZED NAILS OR GALVANIZED EYE SCREWS AND HEAW DUTY VINE TIES. H4S0N8Y WAI IS· ON MASONRY WALLS ATTACH WITH ADHESIVE lYPE VINE SUPPORTS WITH SILICONE ADHESIVE OR GALVANIZED EYE SCREWS AND WIRE (PER DETAtl). ATTACH VINE WITH HEAVY DUTY V!NE TIES GROUNDCOVER PLANTING NOTES GENERAL· ALL GROUNDCOVER AREAS NOTED ON PLANS SHAI..L BE PLANTED WITH ROOTED CUTTING FROM FLATS. PLANT CONTINUOUSLY UNDER TREES AND SHRUBS AT THE SPACING INDICATED PER PLANS SPACING: INSTAU. PL.ANS IN AREAS AND TO SPACING AS SHOWN ON THE DRAWINGS IN EVENLY TRIANGUlAR SPACED ROWS. EXCA\IATf P([S: EXCAVATE PITS A MINIMUM 3" x 4" WITH SUFFICIENT DEPTH TO ALLOW ROOT SYSTEM TO HANG FREE IN PIT. PLACE EACH PLANT AT ITS NATURAL GROWING DEPTH AND FIRM SOIL AROUND BASE OF PLANT WITHOUT PILING AT CROWN. WAifRING: WATER THOROUGHLY AFTER SUFFICIENT AREA HAS BEEN PLANTED. ANY PLANTrNGS SHOWING EVIDENCE OF DRYING OUT OR BADLY WILTING WILL NOT BE ACCEPTED. PRE EMERGENT: APPLY TREFlAN OR APPROVED PRE- EMERGENT IMMEDIATELY AFfER PL.ANTING TO ALL GROUNDCOVER AREAS. HYDROSEEDED AREAS NOT INCLUDED. PEfECTS: ALL DEFECTS IN GROUNDCOVER PL.ANTING SHALL BE CORRECTED THROUGH THE GUARANTEE PERIOD SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. SODDING NOTES flN[SH GRAQE: SOIL SHALL BE LEFr 1 - 1 /2" BELOW FINISH GRADE AS THE SOD Will. BRING THE LEVEL UP TO THE PROPER HEIGHT. S[E PREPARATION: AFrER PREPARATION OF SOIL, THE AREA MUST BE PRE-IRRIGATED TO WET IT TO A DEPlH OF FOUR INCHES. IT SHALL BE DAMP BUT NOT MUDDY AND WITHOUT DEPRESSIONS. HANPJ ING: INITIAL PLACEMENT OF SOD SHALL BE L.AlD WITHIN TWO DAYS AFTER IT rs DELIVERED. IT SHALL NOT BE LEFr IN THE HOT SUN, IN ROLLS. OR STACKED OVERNIGHT. FFR]JJ llfR: PRIOR TO PLACING OF SOD, BROADCAST 16-20-0 FERTILIZER AT A RATE OF SEVEN POUNDS PER 1 ,ODO SQUARE FEET OVER SURFACE. .wru.!I: SOD SHALL BE UNROLLED ANO PLACED CAREFULLY IN A STAGGERED PATTERN. A PIECE OF 2 X 4 SHALL BE USED TO TAMP EACH ROLL AGAINST THE STRIPS TO ELIMINATE JOINTS AND EDGES. INSIAI f ATIQN: AFTER LAYING SOD, IRRIGATE MODERATELY TO INSURE MO!STURE PENETRATION, THEN ROLL WITH A RYAN TYPE SOD ROUER. SOD SHALL B£ FLUSH WITH GRADES OF ADJACENT SIDEWALKS, CURBS AND HEADE'.RBOARDS. WATER AND ROLL AGAIN IF GRADE DOES NOT MEET THESE CONDITIONS. WAJEWNG: AFTER ROWNG THE SOD, lHE AREAS SHALL BE THOROUGHLY WATERED TO A DEPTH OF 6N AND KEPT CONTINUALLY MOIST FOR A PERIOD OF TEN DAYS. PEffCTS: ALL DEFECTS IN SOD PLANTING SHALL BE CORRECTED THROUGH THE GUARANTEE PERIOD SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. I. 1. 2. 3. 4. 5. 6. 7. J. 1 . 2. 3. 4. 5. 6. 7. K. 1. 2. 3. 4. 5. BROADCAST SEEDED TURF NOTES son PBEPARADON: ALL ROCKS SHALL BE REMOVED OVER 1/2" AND SHALL BE RAKED TO FINISH GRADE. (1" BELOW CONCRETE). $ITE PREPARATION: AFTER PREPARATION OF SOIL THE AREA MUST BE PRE-IRRIGATED TO WIT IT TO A DEPTH OF FOUR INCHES. IT SHALL BE DAMP BUT NOT MUDDY AND WITI-10UT DEPRESSIONS. SffD PACKAGJNG: ALL SEED SHALL BE DELIVERED TO THE SITE IN SEALED BAGS. EACH SEED MIX SHALL BE PACKAGED SUCH THAT EACH SEED TYPE lS BAGGED SEPARATELY AND IN lHE CORRECT PRE-WEIGHTED PROPORTIONS FOR THE SEED MIX. SEED UJX: SEED AT RECOMMENDED RATES, SEED MIX, SPECIES PER PLANS, SHALL BE EVENLY APPLIED AND WITH GOOD COVERAGE. SEED MIX SHALL CONTAIN: FERTILIZER (12-12-12) MULCH 10 LBS./1000 SQ. Fr. 1800 LBS./ACRE WAiffllNG: AFTER HYDROSEEDING, IRRIGATE MODERATELY TO ENSURE MOISTURE PENETRATION. PBOifCJlQN: AT ALL TIMES ADEQUATE PROTECTION SHALL BE FURNISHED FOR All PLANTED AREAS AGAINST DAMAGE OF ANY AND, UNTIL FINAL ACCEPTANCE OF WORK. CER])f]CADQN: CERTIF1CATES FOR EACH DELNERY OF BULK MATERIAL 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 THE LOCATIONS lT WAf5 OELNERED TO. SLOPE PLANTING NOTES GENERAL· THE OWNER SHALL HAVE A SOIL ANALYSIS MADE AFrER COMPLETION OF THE ROUGH GRADING. THE CONTRACTOR SHALL INCORPORATE ALL SOIL AMENDMENTS AND FERTILIZERS PRESCRIBED PER SOIL AGRONOMY REPORT. THE S01L PREPARATION SPECIFIED BELOW SHALL BE ADJUSTED ACCORDINGLY TO THE ANALYSIS. $1 QPE JEXUIR1NG (CUT SI Off$): THESE SURFACES SHALL BE ROUGHENED IN A HORIZONTAL DIRECTION FOLLOWlNG THE CONTOUR OF THE SLOPE. THE ROUGHENED TEXTURE SHALL BE MADE BY HAND RAKING OR SIMILAR MECHANICAL MEANS. SLOPE JEXTURfNG fF1t I SI PPES): THESE SURFACES SHALL BE COMPAC"TED AND FINISHED AND ALSO ROUGHENED IN A HORIZONTAL DIRECTION FOLLOWING THE CONTOUR OF THE SLOPES. THE ROUGHENED TEXTURE SHALL BE MADE BY HAND RAKING OR SIMILAR MECHANICAL MEANS. WEED ERAflfCAlJON PROCEDURES: A. MANUALLY REMOVE All EXISllNG VEGETATION AND DISPOSE OF IT OFF-SITE IN A SUITABLE AND LAWFUL MANNER. B. FERTILIZE All. PLANTING AREAS WITH FERTILIZER BASED ON SOIL LAB'S RECOMMENDATIONS. (SEE PLANTING DETAIL SHEEr). ADD Af.lY AND ALL SOIL AMENDMENTS fJ.S REQUIRED, PER THE SO!L ANALYSIS. BEGIN WATERING PROCESS TO ACTIVATE FERTILIZER AND ADDITIVE CHEMICALS. C. WATER ALL PLANTING AREAS THOROUGHLY AND CONTlNUOUSLY FOR A PERIOD OF TWO (2) CONSECUTIVE WEEKS. THE LANDSCAPE ARCHITECT SHALL APPROVE SPECIFIC WATERING DURATION AND FREQUENCY PROGRAM DESIGNED TO GERMINATE ALL RESIDUAL WEED SEEDS. D. DISCONTINUE WATERING PROCESS FOR TWO (2) DAYS. THEN APPLY 'ROUND-UP' TO THE SLOPES PER THE PEST CONTROL ADVISOR'S RECOMMENDATIONS. NO WATER SHALL BE APPLIED FOR A MINIMUM OF FOUR (4) DAYS FOLLOWING APPLICATION OF CONTACT WEED KILLER. E. ALLOW SUFFlCIENT PERIOD OF TIME TO ENSURE THAT ALL WEEDS ARE DEAD. REPEAT THE ABOVE PROCEDURE AS MANY TIMES fJ.S NECESSARY TO ACHIEVE A WEED- FREE CONDmON. F. CLEAR ALL DESICCATED WEEDS FROM THE SLOPES TO THE FINISHED GRADE. WAJ'ERING: WATER ALL PLANTING AREAS THOROUGHLY AND CONTINUOUSLY FOR THREE (3) CONSECUT[VE DAYS TO SATURATE UPPER LAYERS OF SOIL PRIOR TO Plft.NTING. P1 ANTING: PL.ANT TREES AND SHRUBS PS CALLED FOR WHERE INDICATED ON PLANTING PL.AN AND AS DETAILED ON PL.ANTING DETAIL SHEET. SUBSTITUTIONS OF PLANTS Will NOT BE ACCEPTED UNLESS APPROVED BY LANDSCAPE ARCHITECT. INSTALL AGRI-FORM PL.ANTING TABLETS AS CALLED FOR IN LEGEND. PLANT ALL CONTAINER GROWN PLANTS IN PLANTING PITS TWO (2) TIMES WIDER AND lWO (2) TfMES DEEPER THAN THE CONTAINER. THOROUGHLY MIX THE SPECIFIED MATERIALS FOUND IN THE SOIL ANALYSIS REPORT AND THOSE SPECIFIED ON THE PLANTING DETAIL SHEET, Wffi-l THE SITE SOIL, PRIOR TO BACKFILLING OF Pl.ANTING PITS. pEfECIS: ALL DEFECTS IN SLOPE PLANTING SHALL BE CORRECTED THROUGH THE GUARANTEE PERIOD SPECIFIED HEREIN AT lHE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. HYDROSEEDING NOTES SFEQ f'ACKAGlNG: ALL SEED SHALL BE DELIVERED TO THE SITE IN SEALED BAGS. EACH SEED MIX SHALL BE PACKAGED SUCH THAT EACH SEED TYPE IS BAGGED SEPARATELY AND IN THE CORRECT PRE-WEIGHTED PROPORTIONS FOR THE SEED MIX. HYDROSEED MIX: HYOROSEED MIX AND MULCH SHALL BE AMENDED TO SUIT SPECIFIC SITE CONDITIONS. VERIFY HYDROSEED MIX WITH THE LANDSCAPE ARCHITECT. UPON RESULTS OF THE SOIL ANALYSIS. THE MIX SHALL BE APPLIED TO ALL SLOPE AREAS DIRECTLY AFTER THE INSTALLATION OF ALL PLANT MATERIALS fJ.S FINAL DRESSING. SEE PLANTING DETAIL SHEIT FOR TYPE AND QUANTITY OF SEED MIX, FERTILIZER AND ADDITIONAL AMENDMENTS. WAIEBING: WATER ALL PLANTING AREAS THOROUGHLY AND CONTINUOUSLY FOR THREE (3) CONSECUTIVE DAYS TO SATURATE UPPER lAYERS OF SOIL PRIOR TO THE HYDROSEED!NG OPERATION. THEN ALLOW PLANTING AREA SOIL SURFACE TO DRY OUT FOR ONE (1) DAY ONLY, PRIOR TO THE HYDROSEEDING APPLICAT!ON. CARE MUST BE TAKEN NOT TO ALLOW THE sou□ SURFACE TO SUPER-SATURATE WITH WATER PRIOR TO THE HYDROSEEDING INSTALLATION. AT THE SAME TIME, THE SOIL SURFACE SHOULD NOT BE BONE DRY. THERE SHOULD BE SOME RESJDUAL MOISTURE WITHIN THE FlRST 1/2~ OF SOIL SURFACE. EQlltPMfNT: HYDRAULJC EQUIPMENT USED FOR THE APPLICATION OF THE FERTILIZER, SEED AND FIBER MULCH, SHALL BE OF THE 'SUPER HYDROSEEDER' TYPE, AS APPROVED BY THE LANDSCAPE ARCHITECT. THIS EQUIPMENT SHALL HAVE A BUILT-IN AGITATOR SYSTEM AND OPERATING CAPACITY SUFFICIENT TO AGITATE, SUSPEND, AND HOMOGENEOUSLY MIX A SLURRY CONTAINING NOT LESS THAN 40 LBS. OF FIBER MULCH PLUS A COMBINATION OF 7 LBS. OF FERTILIZER SOLIDS FOR EACH 100 GALLONS OF WATER. THE SLURRY DISTRIBtJTION LINES SHALL BE LARGE ENOUGH TO PREVENT STOPPAGE AND SHALL BE EQUIPPED WITH A SET OF HYDRAULIC SPRAY NOZZLES WHfCH SHALL PLACE THE SLURRY TANK AND SPRAY NOZZLE WITHIN sumCIENT PROXIMITY TO TI--lE AREAS TO BE SEEDED. PRFPWTimJ· THE SLURRY PREPARATION SHALL TAKE PLACE AT THE SITE OF WORK AND SHALL BEGIN BY ADDING WATER TO THE TANK WHEN THE ENGINE IS AT 1/2 THROTTLE. WHEN THE WATER LEVEL HAS REACHED HEIGHTS OF THE AGITATOR SHAFT, GOOD CIRCULATION SHALL BE ESTABLISHED AND AT THIS TIME THE SEED SHALL BE ADDED. FERTILIZER SHALL THEN BE ADDED, FOLLOWED BY THE FlBER MULCH. THE FIBER MULCH SHALL ONLY BE ADDED TO THE MIXTURE AFTER THE SEED AND WHEN TI-IE TANK IS AT LEAST 1/3 FILLED WITH WATER. ALL FIBER MULCH SHALL BE ADDED BY THE TIME THE TANK IS 2/3 TO 3/4 FULL. SPRAYING SHALL COMMENCE IMMEDIATELY WHEN THE TANK JS FULL 6. 7. 8. 9. APPlJCATIQN: WHEN HYDRAULICALLY SPRAYED ON THE SOIL SURFACE, THE HYDRO-MULCHING SHALL FORM A BLOTTER-LIKE GROUND COVER IMPREGNATED UNIFORMLY WITN SSEO AND FERTILIZER AND SHALL ALLOW THE ABSORPTION OF MOISTURE AND RAINFALL PERCOLATE TO THE UNDERLYING SOIL. REMOVE ALL FlBER APPLIED TO DRAIN GUTTERS, STREETS, WALLS AND OTHER CONSTRUCTION. LEAVE SITE BROOM-CLEAN. GfEMJNADQN: THE LANDSCAPE ARCHITECT SHALL CERTIFY THAT HYDROSEEOED AREAS HAVE ACHIEVED EVEN GERMINATION. UNEVEN GERMINATED AREAS SHALL BE RESEEDED UNTIL EVEN GERMINATION HAS BEEN ACHIEVED. CfRDEJCATIQN: CERTIFICATES FOR EACH DELNERY OF BULK MATERIAL SHALL BE FURNISHED TO THE LANDSCAPE ARCHITECT BY THE CONTRACTOR. CERTIFlCATES SHALL STATE THE SOURCE, QUANTITY ANO TYPE OF MATERIAL AND DATE AND ADDRESS OF THE LOCATIONS IT WAS DELJVEREO. TO. QEfECTS: ALL DEFECTS IN HYDROSEED PLANTING SHALL BE CORRECTED THROUGH THE GUARANTEE PERIOD SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. L. MAINTENANCE NOTES 1 . 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. MA!.t{TFNANCE P£Rt9Q: THE MAINTENANCE PERIOD SHALL BE FOR 90 CALENDAR DAYS BEGINNING ON TI-IE DAY OF THE CHECK INSPECTION AFTER ALL WORK HAS BEEN INSTALLED AND APPROVED BY THE LANDSCAPE ARCHITECT. THE MAINTENANCE PERIOD MAY BE EXTENDED TO INCLUDE ANY ADDITIONAL TIME THAT MAY BE REQUIRED TO MEET THE REQUIREMENTS OF THE WORK SPECIFIED. GENERAi • THE GENERAL CARE AND MAINTENANCE OF ALL AREAS SHALL CONSIST OF PROPER WATERING, FERTILIZATION, WEEDING, RODENT CONTROL, CLEANUP, ETC. ~: ALL PLANT MATERIALS SHALL BE CHECKED AND MAINTAINED AS REQUIRED IN AN ONGOING PROGRAM TO /J.SSURE A SAFE ENVIRONMENT. WAlER!NG: WATER All PLANTINGS TO ASSURE COMPLETE GERMfNATION OF ALL SEEDED AREAS AND CONTINUED GROWTH OF THE PL.ANTS. AREAS THAT DO NOT HAVE ADEQUATE IRRIGATION COVERAGE OR WHICH MAY REQUIRE ADDfflONAL DEEP WATERING SHALL BE WATERED BY HAND AS REQUIRED. lRRlf..ATION COVfBAGf· ADJUST ALL IRRIGATION HEADS IN EACH AREA AND ZONE OF EXPOSURE SO THAT THE OPTIMUM AMOUNT OF WATER IS APPLIED AT THE PROPER TIMES WITHOUT OVERTHROW ONTO WALLS, WALKS, ETC . ClU JJYATING AND WEEQiNG: CULTIVATE AND WEED ALL PL.ANTED AREAS AT REGULAR INTERVALS NOT TO EXCEED 15 DAY5. EXERCISE CARE WHEN CULTNATING TO AVOID DAMAGE TO ROOTS OF THE GROWING PLANTS. CHEUlCAJ HfBR.jC!QfS: A CERTIFIED TECHNICIAN SHALL APPLY CHEMICAL HERBICIDES TO CONTROL WEEDS AT THE OPTION OF THE CONTRACTOR AND UPON PRIOR APPROVAL BY THE LANDSCAPE ARCHITECT. PEST AND DISEASE @NJROL: A CERTIFIED TECHNICIAN SHALL SPRAY AS NECESSARY TO CONTROL ALL INFESTATIONS. R0QENT CONTROi • THE CONTRACTOR SHALL TAKE THE NECESSARY STEPS TO ELIMINATE ANY RODENTS ENCOUNTERED ON SITE. Pfil.lNJNC: ALL PRUNING SHALL BE IN ACCORDANCE WITH ARBORS GUIDELINES. DAMAGED, DEAD OR DRYING BRANCHES SHALL BE REMOVED BACK TO A POINT OF GROWTH. Pt.ANT' REPIACEMENJS: DURING THE MAINTENANCE PERIOD. SHOULD ANY PLANT SHOW WEAKNESS AND PROBABILITY OF DYING, IT SHALL BE REPLACED BY THE CONTRACTOR WITHIN 5 DAYS OF NOTIFICATION TO DO SO. AT THE ENO OF THE MAINTENANCE PERIOD, All PLANT MATERIAL SHALL BE IN A HEALTHY, GROWING CONDITION. TIJRf AREA$: AT THE END OF EACH THIRTY DAY PERIOD OF MAINTENANCE, THE CONTRACTOR SHALL DO THE FOLLOWING. OVERSEED ALL SPOTS OR AREAS WHERE NORMAL SOD ESTABLISHMENT IS NOT EVIDENT. REMOVE ALL ROCKS OR OTHER DEBRIS THAT CONSTITUTE A HINDRANCE TO MOWING. FILL All DEPRESSIONS AND ERODED CHANNELS WITH SUFflCIENT TOP SOIL TO RAISE TO PROPER GRADE, COMPACT LIGHTLY AND RESOD THE FlLLED AREAS. IlJRf WfEQ CQNTBOI • TURF AREAS SHALL BE TREATED WITH A BROADLEAF WEED KILLER APPLIED PER MANUFACTURER'S RECOMMENDATIONS. TlJRf ffBDI JZEB: FERTILIZE ALL TURF AREAS WITH COMMERCIAL FERTILIZER, 16-6-8 M!NIMUM ANALYSIS, AT THE RATE OF TEN (10) POUNDS PER 1000 SQ. FT. OF AREA. ..MQ.Wlli.6:: MOW All TURF AREAS BEFORE THEY REACH A HEIGHT OF THREE INCHES WITH MOWER SIT AT TWO INCHES. MAINTAIN ALL TURF AREAS AT A TWO INCH HEIGHT THROUGHOUT THE MAINTENANCE PERIOD. RE HYDROSEED)NQ: THE CONTRACTOR SHALL RE- HYDROSEED ALL HYDROSEEDEO AREAS ERODED OR NON- GERMINATING AT THE END OF EACH THIRTY DAYS. ClfAN UP: DURING THE COURSE OF lHE MAINTENANCE WORK, THE CONTRACTOR SHALL REMOVE SURPLUS MATERIALS AND DEBRIS FROM THE SITE AND SHALL MAINTAIN THE PREMISES 1N A NEAT AND CLEAN CONDmON AT ALL TIMES. FfflL i,NSP£C]QN: WILL BE HELD AT THE END OF THE 90-DAY MAINTENANCE PERIOD. POST INSTALLATION MAINTENANCE GUIDELINES A SCHEDULE FOR ONGOING MAINTENANCE SHALL BE PREPARED AND SHOWN ON THE PLANTING PLAN USING THE FOLLOWING GUIDELINES. A. ANY ALTERATIONS TO THE LANDSCAPE MUST BE APPROVED BY THE DIRECTOR OF PLANNING AND COMMUNITY DEVELOPMENT. 8. CONTROL ALL HARMFUL DISEASES AND PESTS. ALL CHEMICAL APPLJCATIONS MUST BE PER STATE LICENSED ADVISORS AND APPLICATIONS. C. PRUNING SHALL BE DONE TO KEEP PLANTS WITHIN SPECIAL LIMITATIONS. REMOVAL OF DEADWOOD, CROSS-BRANCHING, ITC., PER INTERNATIONAL SOCIETY OF ARBOR!CULTURE STANDARDS {ISA). PLANTS SHALL NEVER BE SHEARED UNLESS SPECIFIED ON THE APPROVED PLAN. TREES ARE TO BE ALLOWED TO GROW TO THE DESIGNED SIZE TO PROVIDE MAXIMUM SHADING OF PAVED AREAS. D. WATER SHALL BE APPLIED FOR OPTIMUM PLANT GROWTH WITH MINIMAL RUNOFF OR OVERSPRAY. E. ADJUST CONTROLLERS PER CURRENT CALIFORNIA IRRIGATION MANAGEMENT INFORMATION SYSTEM (CIMIS) DATE (805) 664-4921. F. ALWAYS REPLACE HEADS WITH SAME KlND OR MATCHING PRECIPITATION RATE. G. BACKFLOW DEVICE SHALL BE TESTED ANO CERTIFIED ANNUALLY BY THE VENTURA COUNTY ENVIRONMENTAL HEALTH DMSION. H. INSPECT TREE SUPPORTS FREQUENTLY AND REMOVE AS SOON AS PLANTS WILL STAND WITHOUT SUPPORT AND Will. BE ABLE TO RESIST WIND DAMAGE. NEVER ALLOW SUPPORT MATERIALS TO GIRDLE TRUNK OF BRANCHES. I. LANDSCAPE IRRIGATION SHALL BE SCHEDULED DURING THE NIGHT OR EARLY MORNING HOURS. J. A REGULAR MAINTENANCE SCHEDULE SHALL INCLUDE CHECKING, ADJUSTING, AND REPAIRING THE IRRIGATION EQUIPMENT; AERATING AND DETACHING TURF AREAS; REPLENISHING MULCH; FERTILIZATION; PRUNING, WEEDING. AND REMOVING LITTER IN All. LANDSCAPED AREAS. M. 1. 2. HOMEOWNERS ASSOCIATION (H.O.A.) RESPONSIBILl1Y AS-BUILTS: THE CONTRACTOR SHALL PROVIDE THE H.0.A. 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 H.O.A. ONE (1) SET OF MAINTENANCE GUIDLINES AS RECOMMENDED BY THE MANUFACTURER/SUPPLIER. MJSDesign Group ,oc Landscape Architecture Planning Design Cannery Village 511 3oth St. Lafayette Newport Beach, CA 92663 (949) 675-9964 Fax (949) 675-9974 mjsdesigngroup.com AS BUil _i_ DATE: 7-/(2,,/47 , ; U) w -a=::: 1-z w - U) 0 z :5 J: t) -z 0 J: 0 ~5 u~ od ~ J'.'.: U) w a=::: 0 J: U) 0 w ~ u -z ::::> ~ 0 u <( oz wO ~o uu Issued For: BUILDING DEPT. CONTRACTOR BID Revisions: &. CLARIFICATION PURPOSES 10.3.06 & CLARIFICATION PURPOSES 10-16-06 &. ADDITIONAL PLANTING PLANS 1-19-07 Job No.: Drawn By: MJS Check By: MJS Plan Date: 7.12.07 Scale: NO SCALE Title: PLANTING SPECIFICATIONS Sheet No.: LP-5 I " f--"-l'----'----'---------'------'----'-,--'"-<::--'-'-'---'---'-~~-"---'----'-----J . . . . .. . CJ. •. ----- 0 '" J { .,,.-,,,...._ 0 ;r--" / ( 0 \ - \ J :--. / 0 \ / r /( 0 --\ '--- LIGHTING LEGEND: SYMBOL TYPE: LOCATION: .... .... '-------• ---.. .... ......__ .... '\ '\ MANUFACTURER: MODEL: @ BULLET UPLIGHT TREES HYDREL 4650/70MT6/XX/MFL @ HORIZONTAL FLOOD @ SPOT UPLIGHT @ ARCHITECTURAL CARRIAGE LIGHT SIGN LETTERS/WALL EXISTIING PALMS PILASTERS BPCP-GS-BZ BRONZELITE TU I -75 T4-DB HYDREL 4650/70M76/XX/SP BPCP-GS-BZ CUSTOM -TO BE SELECTED BY OWNER IJJ JUNCTION BOX OUTDOOR ELECTRICAL OUTLET FOR SEASONAL LIGHTING ~ EXISTING STREET POLE LIGHT TO BE PROTECTED-N-PLACE ~- / ' I o \ PROPOSED TREE OR SPECIMEN SHRUB LOCATION \ J ..__ / .... .... ® IJJ - ELECTRICAL CONTRACTOR TO PROVIDE • I I .. . 2 • 6" ELECTRICAL CONDUIT EACH SIDE OF ROAD 1------+' FOR FUTURE SECURITY SYSTEM t FINISH: LAMP: LOAD: BRONZE PHILIPS CDM70/T6/830 50 PLUS BAI.LAST 85 CRI 3000 KELVIN DARK BRONZE T.B.S. 75 PLUS BALLAST BRONZE PHILIPS COM I 50/T6/830 150 PLUS BALLAST 85 CRI 3000 KELVIN PACIFIC COAST HIGHWAY . -. . -. -. . -. / / HOUSING: ALUMINIUM DIE CAST WITH LOCKING SWIVEL ALUMINUM DIE CAST ALUMINIUM DIE CAST WITH LOCKING SWIVEL IJJ IJJ 0 <( ·. •· ·• ·- . -. ·- o: @ . -. IJJ □ • .. I I . I . \ ... • / ··-··- @ [I] B G C><l £ r / EXISTING ELECTRICALPOINT-OF-CONNECTION. CONTRACTOR TO PROVIDE NEW PEDESTAL AND VERIFY CAPACITY PRIOR TO INSTALLATION. I V) 0 w l: <( u GENERAL LIGHTING NOTES: I ELECTRICAL CONTRACTOR SHALL STUB OUT ELECTRICAL CONDUIT TO SIGN LOCATIONS AFTER WALL INSTALLATION. All FIXTURES SHALL BE MOUNTED AFTER INSTALLATION OF WALLS. 2 ALL LIGHTING FIXTURES AND ELECTRICAL INSTALLATION SHAI.LBE IN CONFORMANCE WITH THE NATIONAL ELECTRICAL CODES AND LOCAL GOVERNMENT AGENCY. 3 CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILmES PRIOR TO CONSTRUCTION AND SHALL BE HELD LIABLE FOR ALL DAMAGES INCURRED. 4 THE CONTRACTOR SHALL OBT AJN All NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. 5 ALL CONSTRUCTION SHALL CONFORM TO THE CURRENT UNIFORM BUILDING CODES, PERMIT REQUIREMENTS AND STATE AND HEAL TH SAFETY REQUIREMENTS. 6 All ELECTRICAL FIXTURES ARE SHOWN SCHEMATICALLY FOR LOCATIONS AND QUANTITIES REQUIRED. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND INSTALL FIXTURES PER MANUFACTURERS SPECIFICATIONS. 7 CONTRACTOR SHALL PROVIDE AND INSTALL ALL NECESSARY CONDUIT UNDER PAVING PRIOR TO CONSTRUCTION. POINT-OF-CONNECTION AND ELECTRICAL PANEL NOTE: ELECTRICAL POINT-OF-CONNECTION PER OWNER'S ELECTRICAL ENGINEER. ELECTRICAL PANEL AND CONTROL LOCATION PER ELECTRICAL ENGINEER'S DRAWINGS LIMIT OF WORK 65' FROM B.C.R. © e © © \ I MEDIAN © / I I o \ --~---~ -. . - KEYMAP 0 10' 1 SCALE: N.T.S. 20' MJSDesign Group ;~ Landscape Architecture Planning Design Cannery ViHage 511 3oth St. Lafayette Newport Beach, CA 92663 (949) 675-9964 Fax (949) 675-9974 mjsdesigngroup.com AS B""---""ll, DATE: 1-,/IZ(6r (/) LJ.J -0:::: 1-z LJ.J - (/) 0 z :s :c C, - Issued For: BUILDING DEPT. CONTRACTOR BID Revisions: &. CLARIFICATION PURPOSES 10.3.06 & CLARIFICATION PURPOSES 10-16-06 &. ADDITIONAL PLANTING PLANS 1-19-07 Job No.: Drawn By: NS Check By: MJS Plan Date: 7.12.07 Scale: 1/IOn = l'-0" Title: LANDSCAPE LIGHTING PLAN Sheet No.: LL-1 ' ~ ~ 0 ' '.'..l .... ~ 0 w I: _______________________________________________________________________________________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _._.__ _____________ __.() """ .1 [IJ ·1-111, J . _....-. ,.. .-..Al ..., .I I ' I • CORTLAND DRIVE ! - ··, -- " , D 4 • . . . . --. -. - .. - :._ •.· ·:.:. ---~ . -• . : :R ·:. -. : 4 .• •. .• ...... / • 4 "' .• 4 .., •• . . . • 4 ~ -..,~ .4·' . 4, 4 1 4 • 4 I • 4 I .. [IJ ' [IJ I • A... " , a . . . ..... I . L :; ,, , . ·-; • ~ 7 ,:a,: = ~~-:· • .. ' ---;~ ~ -,,i/ • . • Y· --1-J---1 -.-, ,~"V Ir,;:. ' ._ . --" . V' ICJ ·\ • -·-~ I I • ·":,,;. ~ __ .-, ei 1 I _-._ ~--~--~• ' J,@ I /; . ·::. --:: _-. -~! ~ ~ .1... ~-I ~ ._ • . . ---. . . I ._ -. . •. - \ . . - [IJ [§] @ - PACIFIC COAST HIGHWAY LIGHTING LEGEND: SYMBOL TYPE: LOCATION: @ ® © @ BULLET UPLIGHT TREES HORIZONTAL FLOOD SIGN LETTERS/WALL SPOT UPLIGHT EXISTIING PALMS ARCHITECTURAL CARRIAGE LIGHT PILASTERS MANUFACTURER: HYDREL BRONZELITE HYDREL MODEL: 4650/70MT6/XXIMFL BPCP-GS-BZ TLI I -75 T4-DB 4650/70M76/XXISP BPCP-GS-BZ CUSTOM -TO BE SELECTED BY OWNER [IJ JUNCTION BOX OUTDOOR ELECTRICAL OUTLET FOR SEASONAL LIGHTING ~ EXISTING STREET POLE LIGHT TO BE PROTECTED-N-PLACE ~- / ' ( o \ PROPOSED TREE OR SPECIMEN SHRUB LOCATION \ I '-/ \ \ FINISH: BRONZE ow !XI ELECTRICAL CONTRACTOR TO PROVIDE 2 -6" ELECTRICAL CONDUIT EACH SIDE OF ROAD FOR FUTURE SECURITY SYSTEM EXISTING ELECTRICALPOINT-OF-CONNECTION. CONTRACTOR TO PROVIDE NEW PEDESTAL AND VERIFY CAPACITY PRIOR TO INSTALLATION. \ \ '-.. LAMP: LOAD: HOUSING: PHILIPS CDM70/T6/830 50 PLUS BALLAST ALUMINIUM DIE CAST 85 CRI 3000 KELVIN WITH LOCKING SWIVEL DARK BRONZE BRONZE T.B.S. 75 PLUS BALLAST ALUMINUM DIE CAST PHILIPS CDM I50/T6/830 150 PLUS BALLAST ALUMINIUM DIE CAST 85 CR! 3000 KELVIN WITH LOCKING SWIVEL GENERAL LIGHTING NOTES: I ELECTRICAL CONTRACTOR SHALL STUB OUT ELECTRICAL CONDUIT TO SIGN LOCATIONS AFTER WALL INSTALLATION. ALL FIXTURES SHALL BE MOUNTED AFTER INSTALLATION OF WALLS. 2 ALL LIGHTING FIXTURES AND ELECTRICAL INSTALLATION SHALL BE IN CONFORMANCE WITH THE NATIONAL ELECTRICAL CODES AND LOCAL GOVERNMENT AGENCY. 3 CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION AND SHALL BE HELD LIABLE FOR ALL DAMAGES INCURRED. 4 THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO • PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. 5 ALL CONSTRUCTION SHALL CONFORM TO THE CURRENT UNIFORM BUILDING CODES, PERMIT REQUIREMENTS AND STATE AND HEALTH SAFETY REQUIREMENTS. 6 ALL ELECTRICAL FIXTURES ARE SHOWN SCHEMATICALLY FOR LOCATIONS AND QUANTITIES REQUIRED. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND INSTALL FIXTURES PER MANUFACTURERS SPECIFICATIONS . 7 CONTRACTOR SHALL PROVIDE AND INSTALL ALL NECESSARY CONDUIT UNDER PAVING PRIOR TO CONSTRUCTION. POINT-OF-CONNECTION AND ELECTRICAL PANEL NOTE: I ELECTRICAL POINT-OF-CONNECTION PER OWNER:S ELECTRICAL ENGINEER. ELECTRICAL PANEL AND CONTROL LOCATION PER ELECTRICAL ENGINEER:S DRAWINGS -I KEYMAP 0 5' IO' \ I MEDIAN SCALE: N.T.S. 20' MJSDesign Group loc Landscape Architecture Planning Design Cannery Village 511 30th St. Lafayette Newport Beach, CA 92663 (949) 675-9964 Fax (949) 675-9974 mjsdesigngroup.com S BUILT DATE: ?-/(2/ (j 1 , j (./) LU -a:::: 1-z LU -z :::, ~ ~ 0 u - (./) LU a:::: 0 I (./) z 0 Issued For: BUILDING DEPT. CONTRACTOR BID Revisions: & CLARIFICATION PURPOSES 10.3.06 & CLARIFICATION PURPOSES 10-16-06 &. ADDITIONAL PLANTING PLANS 1-19-07 Job No.: Drawn By: NS Check By: MJS Plan Dote: 7 .12.07 Scale: 1/10" = 1'-0" TIiie: LANDSCAPE LIGHTING PLAN Sheet No.: LL-2 '.:'] -' l 8 I: -------------------------------------------------------------------------------------------------------------------------------------------------1_.JI_ ____________ _J<)