Loading...
HomeMy WebLinkAboutDWG 473-2L; SDP 06-12A; TAVARUA SENIOR APARTMENTS; 01-24GENERAL NOTES: I. 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 INCURRIED 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. RIEFER TO SPECIFICATIONS FORACCEPTED 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 SHAL1-ASSUME FULL RESPONSIBILITY FORAL1-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. 10. ALL CONSTRUCTION AND INSTALLATION OF LANDSCAPE ITEMS SHALL BE PER LOCAL CODES AND ORDINANCES. I I. CONTRACTOR SHALL FULLY GUARANTEE ALL WORK FORA ONE-YEAR PERIOD FROM OWNER:S ACCEPTANCE OF WORK. 12. CONTRACTOR SHALL BE RESPONSIBLE FOR WEED ABATEMENT DURING THE CONTRACTOR:S MAINTENANCE PERIOD. 13. 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. I4. IF ANY CONCRETE WORK SHOWN ON THESE PLANS ABUTS WOOD SIDING ON BUILDINGS, INSTALL GALVANIZED METAL FLASHING TO PROTECT WOOD SIDING. I 5. THE CONTRACTOR SHAL1-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. 16. ALL DIMENSIONS SHALL BE VERIFIED AGAINST EXISTING CONDITIONS AND ANY DISCREPANCIES REPORTED TO THE OWNER'S REPRESENTATIVE. . MAINTENANCE RESPONSIBIL TY LEGEND: @ OWNER WILL BE RESPONSIBLE to MAINTAIN ALL LANDSCAPE AREAS within THE LIMIT of WORK SHOWN on THESE PLANS. UNDERGROUND SERVICE ALERT CALL TOLL FREE: 1-800-422-4133 TWO WORKING DAYS BEFORE YOU DIG ABBREVIATIONS ARCH. B.S. C.B, C.F. CJ CL CMU c.o, COMP. CONC. CONT. DIA. EA. EJ F.F.E. F.G. FOS FL F.S. FTG. G.C. HORIZ. HP NOTES: ARCHITECT (ARCHITECTURAL) BOTTOM OF STEPS CATCH BASIN CURB FACE COLD JOINT CENTERILINE 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 ID INV. LA LP MAX. MIN. N.I.C. N.T.S. o.c. PA PER:F. POC R REBAR SIM. S.L. SQ. T.C. T.G. T.S. TY?. VERT. WI W/0 WW.M. INSIDE DIAMETER 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 THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF MJS DESIGN GROUP (A CALIFOR:NIA 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. NOTES LANDSCAPE ARCHITECTURE DRAWINGS for ELECTRICAL ENGINEER: TAVARUA SENIOR APARTMENTS NUTTER ELECTRICAL DESIGN 3 I 03 FALCON ST. SUITE B SANDI EGO ,CA 92103 PH: 619.278.0076 1. ' . I. ;:._ '•.'.'. I I .·. ~ .,..,· ' .,_ UJ ::, z UJ > <( I: _J <( a.. ROOSEVELT ST. I I I- I I ROJECT SITE \~~'<-- G'-'rj.! ~ N.T.S. VICINITY MAP HARDING STREET CARLSBAD -CALIFORNIA 92008 llll llll [][] [~[?] - HARDING STREET SITE MAP SCALE= I"= 20' ® I 2 3 4 5 thru 12 13 14 15 16 17 and 18 19 20 21 22 23 24 COVERSHEET LANDSCAPE CONSTRUCTION PLAN COMMUNITY GARDEN ENLARGEMENT CONSTRUCTION FINISH SCHEDULE and NOTES LANDSCAPE CONSTRUCTION DETAILS LANDSCAPE CONSTRUCTION SPECIFICATIONS RECYCLED WATER USE AREA MAP IRRIGATION LEGEND and CALCULATIONS IRRIGATION PLAN IRRIGATION DETAILS IRRIGATION SPECIFICATIONS TREE, PALM and VINE PLAN SHRUB PLAN PLANTING DETAILS PLANTING SPECIFICATIONS LANDSCAPE LIGHTING PLAN (FOR REFERENCE ONLY) SHEET INDEX INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF THE WORK. OR HIS DESIGNATED AGENT. REFER TO THE SPECIFICATIONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTALS. FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF THE WORK WILL CERTIFY THAT THE INSTALLATION HAS BEEN COMPLETED BY SUBMITTING THE "FINAL LANDSCAPE CERTIFICATION FORM". A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST LINE. "FINAL LANDSCAPE CERTIFICATION FORM" FAX TO: 760.944.894! LANDSCAPE INSPECTION REQUEST PHONE LINE: 760.602.4602 INSPECTION PROCEDURES ALL IRRIGATION BACKFLOW PREYENTERS SHALL BE TESTED BY A CERTIFIED TESTERAND RESULTS MUST BE GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON THE CITY WEB SITE AT: HTTP:/NIWW.CALSBADCA.GOV/SERVICES/DEPARTMENT,WATER/DOCUMENTS/RECYCLED WATERBACKFLOWTESTERLIST.PDF FOR RECYCLED OR HTTP:/NIWW.CALSBADCA.GOV/SERVICES/DEPARTMENT,WATER/DOCUMENTS/ WATERBACKFLOWTESTERLIST.PDF FOR POTABLE OR CALL 43B-2722 BACKFLOW PREVENTER TESTING I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBILE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH THE CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD IS CONFINED TO REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLA/)1 ~ BEEN PRE D IN SUBSTANTIAL CONFORMANCE WITH~ TPPROVED LAND APE co;zc lfPI N LL DITIONSOFAPPROVALRELATEDTOLANDSC 1.2 t BY, '-'+~,,_ _____ DATE: • C,/, 7-... - CITY of CARLSBAD NOTE: A.3-3 CITY OF CARLSBAD DEVELOPMENT SERVICES PLANNING DEPARTMENT 1635 FARADAY AVENUE CARLDSBAD, CA PH: (760) 602.4610 CONTACT: DAVID NUTTER MECHANICAL/PLUMBING: TAD CONSULTING, INC. 1401 BATAVIA AVE SUITE 103 ORANGE, CA 92867 PH: 714.538.3$02 CONTACT: HUEY CAO CIVIL ENGINEER: KPFF CONSULTING ENGINEER 6080 CENTER DRIVE SUITE 700 LOS ANGELES,CA 90045 PH: 310.665.2800 CONTACT: DAN KRIEF ARCHITECT: KTGY GROUP, INC. 17992 FITCH IRVINE, CA 92614 PH: 949.851.2133 FAX: 949.474.8489 CONTACT: MARK NELSON STRUCTURAL ENGINEER: PATEL BURICAAND ASSOCIATES 832 TOWN AND COUNTRY ROAD ORANGE, ,CA 92868 PH: 714.547.1115 CONTACT: SHARAD PATEL LANDSCAPE ARCHITECT: MJSDesign Group ;,c Landscape Architecture + Planning + Design Cannery Village 507 30!~ Slreel Newport Beac~, CA 92663 (949) 675-9964 Fax (949) 675-9974 m)sdeslgngroup.com CONSULTANTS --------------- Meta Housing Corporation 1640 S SEPULVEDA BLVD -SUITE 425 LOS ANGELES, CA 90025 310.575.3543 www.melahousing.com GOVERNING AGENCIES OWNER/ DEVELOPER COUNTY OF SAN DIEGO DEPARTMENT of ENVIRONMENTAL HEAL TH L<\ND AND WATER QUALITY DIVISION GLENN LEEKS DATE: ENVIRONMENTAL HEALTH SPECIALIST APPROVED ENGINEERING PLANCHECKER DATE DATE PREPARED: 9.27.11 11.3.11 11.23.11 12.08.11 2.02.12 2.10.12 2.14.12 APPROVED FOR PLANTING AND lRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. I st CITY SUBMITTAL 2nd CITY SUBMITTAL 2nd D.E.H. SUBMITTAL 3rd CITY SUBMITTAL 4th CITY SUBMITTAL Approval DELTA4 I SH,ET I ------- "AS BUIL T 11 TITLE _______ _ DATE REVIEWED BY: INSPECTOR DATE ITY OF CARL BAD I SHi4s I PLANNING DEPARTMENT TITLE SHEET 2.23.12 5 DELTAS 3.15.12 D.E.H. SUBMITTAL APPROVED: /q';_,.,v{ 4-~,;,tr ~ ·"'l-1• 1? PLANNING DATE DWN BY: PROJECT NO: DRAWING NO: DATE INITIAL DATE INITIAL CHKD BY: SDP 06-12 (A) 473-2L OTHER APPROVAL CITY APPROVAL RVWD: MJSDesign Group .. 1------1---+------b-=--tc:-c=:-:-+-=-:-::=-tc-:-c=:cci Landscape Archilecture + Planni19 t Design DATE INITIAL REVJSIQN ENGINEER OF WORK DESCRIPTION . ' ; _{ 0 1/) i ' C u, Cl co r.r, r.r, U1 L(J ) uo U1 5 A I COMMUNITY GARDEN ----t,--tt---, I SEE ENU>.R.GEMENT ~ SHEET 3 D Vl n (/) U1 (I] LJ..J ~ z LJ..J U) > (/) c:::::C V, co 81 L(J (/) c:::::C 0- . , ....... . 5 ·-I ALIGN WALK WITH CENTERLINE OF DOOR 0 co U) U) U) Lf1 1.2 I -_. ... -........ -. I 1.0 1.5 P.A.. 1.3 6' GENERAL SITE IMPROVEMENTS CONSTRUCTION CALLOUT$: ---------1 OJ EXISTING CURB AND GUTTER MASONRY 12] EXISTING CITY SIDEWALK @ : 6' HT. PROTO 11 SLUMPBLOCK WALL, SEE FINISH SCHEDULE m DOUBLE CHECK DETECTOR ASSEMBLY. BY CIVIL ENGINEER @ OUTDOOR BARBECUE at COURTYARD. EL & PB PERMITS REQ'~ 8J PAR.KING SIGN. BY CIVIL ENGINEER. @ PILASTER AT ENTRY GATES rsJ DRIVE APRON. BY CIVIL ENGINEER. c:,. L.".J ll.3J PILASTER.at LOBBY rc;7 ADA PARKING STALL STRIPING. BY CIVIL ENGINEER (."":;\ ~ ~ NOTUSED '17 CONCRETE TRANSFORMER PAD. BY OTHERS. L'..J t------------------------1 Ci .5) LOW WALL with SIGNAGE at LOBBY f"e1 FIRE HYDRANT. BY OTHERS C"2I ~ ~ FLOW-THRU PLANTER WALL. SEE FINISH SCHEDULE FOR CAP m GAS METER. BY OTHERS. ~ ~ PILASTER.SAT METAL PER.GOLA ~ TRENCH DRAIN at ENTRY DRIVE. BY OTHERS. -------------1 FLATWORK [DJ WATERMETER.PERCIVIL. r.;-;;,, '-r;:;i=+---~ i..'2J EXISTINGCAL-TANSFENCING. ~ '-r;:;i=ll~-~ L'.:J NC PAD PER.ARCHITECT A COLORED CONCRETE PAVING at ENTRY DRIVE CONCRETE PAVING with SAWCUTS as SHOWN COLOR.ED CONCRETE PAVING with SAWCUTS as SHOWN ~----------------~~ f--.a'..+-----------~ 70mm INTERLOCKING CONCRETE PAYERS ---I KEY: @ 60mm INTERLOCKING PAYERS at COMMUNITY GARDEN @ CONCRETE MOW CURB at SYNTHETIC TURF fl -11 4' x 7' CLEARANCE AREA FOR FIRE DEPARTMENT LADDER ACCESS AT RESCUE WINDOWS. NO TREES TO BE I I PLANTED IN THIS SPACE. L_J @ CONCRETE STEPS AT ENTRY TO LOBBY DET/SHT D-9 A-7 C-9 A-8 A-8 PER CIVIL A-11 A-5 A-5 E-5 B-5 B-5 C-5 A-9 C-5 * RESCUE WINDOW LOCATION -@ CONCRETE MOW CURB 1--------------------------l ------------+------ll @ CONCRETE CURB LEGEND: 61:> CLR <t. ll EQ. F.O.C. F.O.W. MIN. MAX. P.A. R= TYP. © ALIGN CLEAR CENTERLINE PROPERTY LINE EQUAL FACE OF CURB E-9 METAL B-6 Q9 TUBULAR STEEL SECURITY FENCE r-:-:,. TUBULAR STEEL SEcu=R=1n~~GAT=E~w-it~h~ PA-N-IC~l--lA~R=D~W~ARE~A~N=D+-A---6-~1 1--~---J-'.'KN=:-:OX'-"-""BO:c:Xc,_ _____________ .. _ _,1 @ METAL ARCH AT ENTRY TO COMMUNITY GARDEN A-11 C-6 @ METAL GATE AT PERIMETER ----------+---II FOUNTAIN FACE OF WALL c;;-.. A-12 ~ FOUNTAIN MINIMUM --------------+---n MAXIMUM @ FOUNTAIN EQUIPMENT L_o __ CA_T_1o_N _______ _j__· ----1 PLANTING AREA COMMUNITY GARDEN RADIUS EQUALS @ SEE ENLARGEMENT SHEET SHEET 3 TYPICAL SIT FURNISHINGS CONSTRUCTION CALLOUT @ SNYTHETIC TURF CAULKED EXPANSION JOINT D • 5 B-12 (TO MATCH PAVING) @ BENCHES. MOUNTEDTOINTERLOCKINGPAVER.S L_ ___ t9-=·=-----L__P_O_IN_T_-_O_F_-_B_EG_IN_N_IN_G _____ __J @ REDWOOD HEADER AT BACK OF F-LO-W-TH_R_U_-P_LAN_TE_R--+-C---1-2 _,, r-----------------------, @ COBBLE AT BACK OF FLOW-THRU PLANTER FIELD VERIFY ALL UTILITY LOCATIONS PRIOR to CONSTRUCTION. 0 18' SQ. PRECAST CONCRETE STEPPING PADS. ,::Y SEE FINISH SCHEDULE SHEET @ POTTERY. SEE TREE PLAN FOR SPECIFICATION ---------1-----U GATE -EMERGENCY ACCESS KEY KNOX BOX-LOCATED AT GATES. MOUNTED 4 FEET ABOVE GRADE and WITHIN 2 FEET of LOCKING DEVICE. FLOW THRU PLANTER LEGEND LIMITS OF FLOWTHRU PLANTER. SEE CIVIL PLANS @ POLE LIGHT/ BOLLARD. TO BE COORD. WITH ELEC. ENG'R. Pl.ANTING AREA DRAINAGE NOTE: ALL PLANTING AREAS TO SLOPE MINIMUM 2% AWAY FROM STRUCTURES AND TERMINATE INTO AN APPROVED DRAINAGE SYSTEM. SEE PRECISE GRADING PLAN PREPARE BY CIVIL ENGINEER. UTILITY SCREENING NOTE: CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT PRIOR TO BEGINNING LANDSCAPE WORK SO THAT THE LANDSCAPE ARCHITECT CAN REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW. 0 5' IO' MJSDesign Group .• NORTH SCALE: I" -10' Landscape Arch1teclurc + Planning + Design APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. TITLE _______ _ DATE REVJEWED BY, LANDSCAPE CONSTRUCTION PLAN 20' APPROVED: 11;)~( ~4r_,__-_.f1=-"--"\~"'-'·;\\-:_.__ __ ;'2-\.·l~ I 1-----+---I ~P:::::LA::::=N:=Nl:=N:=G=~-=:;-;::=========,-;-°D::-A._,T:=E=====::;· OWN BY: PROJECT NO: DRAWING NO: ,__D_AT_E_~I_N_IT_IA~L____,REVISION DESCRIPTION ENGINEER OF WORK ~=:BY: SDP 06-12 (A) 473-2L DATE INITIAL DATE CC--~-INITIAL OTHER APPROVAL CITY APPROVAL 4 I I i I I 3' I ~ \. _J u L [[] {i--'t.-----q::7:=:=n:=;:::===:'=t _J LJ L I]] I V I , I A I, I V ' I I 4 1 ' I V I 0 I ' i 7 , I l +----'l<:_,.--=--i::7==::::::'::n===='='::'.J I . ~ ' I ~ •;; 4 ~ ~~ A O 9 '0: . V I vi I I , I , I I ' ' _J 7 n p V ' V u ' 7 V ' ' l r Im 1 I l I}] ' l T rll -_J u L I ' , I I 9 6'V," ' l'-6" ' L i) i A r L I 0 ' ----, L ' ' ' ~ 'C' 4 I;" 4 t, a:, ! ' 4 m I p q ,Iv ~,o. 4 V ·,.._,-----,-----· ,-----,-----,---+-,---,-'--,---,---,---, ~...... ' I , '1 ' ~-fr-----.°' /~ 1---------+--~~------I, [SJ \~ 5 \ 3' 21-3 11 , LJ LJ L -----......_ 0 ~ UJ 7 n ' LJ u [II] 0 UJ 5 [Q] ' n n , r-----t----t~m----t-----t- 4 _J u L : -1-I..... - m 7 D ' _J LJ L 4 [1] r--............ 5 ~ 'I V 4 ' J '\ , I \ "is-------1-+----L':7==='=n='===r~+: =·=· =• ~=~/J r----...'--.. 7 \\ --I--'-' -~.~ 9 ------' h r n i'-.,.___---1-n tBJ.___-;.___-f ~ , "-.. "-.. .....__ \\ ~I---+--"+-----< ~ s I 4 ..... .....__ i l----ll----l-+-+--+--+--1---1---l---l---l---J~ 4 ~ 5 ' - r--___ ~'-+==1--dcd 2"\-+--....--+t--..--+--+--+--l r-----.... ,,,,,_ COMMUNllY GARDEN FINISH SCHEDULE: - - SYMBOL ITEM MANUFACTURER/SUPPLIER COLOR FINISH COMMENTS CD NEXPAVE DECOMPOSED GRANITE DECORATIVE STONE SOLUTIONS NEWCASTLE BROWN INSTALL PER MANUFACTURER'S PAVING CONTACT: R.JURGENSEN SPECIFICATIONS SEE DETAIL FOR DEPTH 800.699.1878 CD 12' HT, MANUFACTURED WOOD TREX WOODLAND BROWN PLANTER 800.289.8739 . . © TRASH ENCLOSURE with TRASH CANS, AVAILABLE THROUGH 50 GAL TRASH CANS AVAILABLE MODEL# 291300 WALPOLE WOODWORKIERS NATURAL CEDAR THROUGH RUBBERMAID 888.895,2110 800,343,6948 ITEM#: 2851 (6 CANS TOTAL) . 0 STORAGE SHED -(MODEL: 291135) AVAILABLE THROUGH WALPOLE WOODWORKERS NATURAL CEDAR 800.343.6948 TURN BUCKLES TO BE INSTALLED AT ALL CORNERS 12 TURN BUCKLES TO BE INSTALLED AT ALL CORNERS ' CONSTRUCTION CALLOUTS: COMMUNITY GARDEN DET/SHT CD DECOMPOSED GRANITE PAVING, SEE FINISH SCHEDULE C-12 THIS SHEET, 0 60mm INTERLOCKING CONCRETE PAYERS at COURTYARD B-5 (STACKED BOND PATTERN) CD 12" HT, MANUFACTURED WOOD PLANTER A-10 0 REDWOOD HEADER C. 12 '--5) GARDEN FENCE C-10 © TRASH ENCLOSURE with TRASH CANS. SEE FINISH . SCHEDULE THIS SHEET. 0 STORAGE SHED. SEE FINISH SCHEDULE THIS SHEET. - - ® NOT USED . ® HOSE BIB. BY TAD CONSULTING. . ------ @ WOOD GARDEN GATE B-10 @ ADJACENT METAL PERIMETER FENCE B-6 @ METAL PERGOLA AND GATE A-11 ADA COMPLIANCE NOTE: COMMUNITY GARDEN GATE, GATE HARDWARE AND BENCHES TO BE ADA COMPLIANT. RAISED PLANTER NOTE: • TOTAL NUMBER OF RAISED PLANTER BOXES= 12 • PLANTER BOX# 3, 4,5 & 10 TO BE ADA ACCESSIBLE LEGEND: n ALIGN CLR CLEAR ct. CENTERLINE EQ. EQUAL F.O.C. FACE OF CURB F.O.W. FACE OF WALL MIN. MINIMUM MAX. MAXIMUM P.A. PLANTING AREA R= RADIUS EQUALS TYP. TYPICAL (Q) CONSTRUCTION CALLOUT ----------CAULKED EXPANSION JOINT (TO MATCH PAVING) ~ POINT-OF-BEGINNING 0 I' 2' - MJSDesign Group. Landscape Architecture+ Plsnning + Design NORTH SCALE: 1/2" = l'-0" TITLE _______ _ DATE REVIEWED BY, INSPECTOR DAlF 4' 9.27.11 lstCITYSUBMITTAL SH3EET ITY OF CARL BAI) I SHEETS] DATE PREPARED: w I 1.l.11 2nd CITY SUBMITTAL :~~~~:~~~~:-~~~~ PLANNING DEPARTMENT 24 :~~:::: :~:~~H~~~~::~AL+----+---+-----t---1 CONSTRUCTION PLAN I 2.02.12 4mCITYSUBMITTAL COMMUNITY GARDEN J ~ 2 :::::· 10 :::::· 12~~===~1-Ap-= _P=' 0 _va1..._ ___ ---=--+-EN LAR GEM ENT ~PROVED, )1~-~ C:r-i:.:ll/4t ~-Z\-1'3 PLANNING DATE DATE INITIAL REVISION ENGINEER OF WORK DESCRIPTION ---l----+----l-----1 DWN BY: __ _ DATE INITIAL DATE INITIAL CHKD BY, __ _ RVWD, _ OTHER APPROVAL CITY APPROVAL PROJECT NO: iDRAWING NO: SDP 06-12 (A) 1473-2L CONSTRUCTION NOTES: I. 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 NOT WILFULLY PROCEED WITH CONSTRUCTION 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. 3. CONTRACTOR SHALL OBTAIN A CURRENT STRUCTURAL SOILS REPORT. THIS SOILS REPORT SHALL SUPERSEDE THE RE COMMENDATIONS AND DETAILS SHOWN ON THESE PLANS AND SPECIFICATIONS. 4. THE LOCATION OF FEATURES TO BE CONSTRUCTED, NOT SPECIFICALLY DIMENSIONED MAY BE DETERMINED BY SCALE. VERIFY ALL SUCH CONDITIONS WITH OWNER'S REPRESENTATIVE. 5. ALL CURVE-TO-CURVE AND CURVE-TO-TANGENT LINES SHALL BE NEAT, TRIM, SMOOTH.AND UNIFORM. 6. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL SLEEVES AS INDICATED ON THE IRRIGATION PLANS WITH PAVING CONTRACTOR. 7. 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.) WOOD CONSTRUCTION NOTES: I. MAKE ALL CONNECTIONS PERIMANENTLY SECURE. PROVIDE FRAMING DEVICES FOR ALL ROUGH FRAMING WHERE NECESSARY TO MAKE WORK RIGID. CONCEAL FASTENINGS IN FINISH WORK. 2. DO NOT SPLIT WOOD MEMBERS; PRE-DRILL WHEN NECESSARY. PROVIDE DRILLED HOLES FOR ALL BOLTS, WOOD SCREWS, AND THREADED FASTENERS. 3. THE CONTRACTOR SHALL PAINT ALL STRAPS, BRACKETS, HANGERS, ETC. TO MATCH WOOD FINISH UNLESS OTHERWISE NOTED. 4. ALL BOLTS SHALL BE CADMIUM-PLATED, GALVANIZED, OR PRIMERED. 5. ALL CONSTRUCTION SHALL BE PLUMB AND TRUE. 6. THE CONTRACTOR SHALL USE FINISH NAILS, INCLUDING BEAMS ON EXPOSED WOOD SURFACES AND COUNTERSINK HEADS JMM. MASONRY NOTES: I. THE CONTRACTOR SHALL GROUT ALL CELLS WITH STEEL REINFORCING SOLID. IF RETAINING SOIL GROUT ALL CELLS SOLID. 2. THE CONTRACTOR SHALL CONSTRUCT WALLS PLUMB AND TRUE, STEP FOOTINGS IN EVEN BLOCK INCREMENTS. 3. THE CONTRACTOR SHALL ALLOW FOR ADJOINING CONSTRUCTION. 4. ALL FOOTINGS SHALL BE POURED ON UNDISTURBED NATURAL SOIL. ON COMPACTED FILL, PREPARE PER STRUCTURAL SOILS REPORT. 5. ALL FREESTANDING WALLS SHALL HAVE A MINIMUM OF 40 BAR DIAMETERS OVERLAP AT SPLICES. ALL RETAINING WALL SPLICES SHALL BE A MINIMUM OF 48 BAR DIAMETERS. 6. DOWELS SHALL BE AT LEAST EQUAL IN SIZE AND SPACING TO VERTICAL BARS UNLESS OTHERWISE NOTED. 7. REFER TO FINISH SCHEDULE FORALLWALLFINISHES. INTERLOCKING CONCRETE PAVER NOTES: I. PAVER SHALL BE CLEAN AND FREE FROM FOREIGN MATERIALS BEFORE INSTALlATION. 2. INSTALlATION SHOULD START FROM A CORNER OR STRAIGHT EDGE AND PROCEED FORWARD OVER THE UNDISTURBED SAND LAYING COURSE. 3. PAVING WORK SHALL BE PLUMB, LEVEL.AND TRUE TO LINE GRADE; SHALL BE INSTALLED PROPERLY, COINCIDE AND ALIGN, WITH ADJACENT WORK AND ELEVATIONS. 4. PAVING STONES SHOULD BE INSTALLED HAND TIGHT ON THE UNDISTURBED SAND LAYING COURSE. STRING LINES SHOULD BE USED TO HOLD PATTERN LINES TRUE. 5. GAPS BETWEEN THE EDGE OF THE PAVER SURFACE SHALL BE FILLED WITH STANDARD PAYERS OR WITH PAYERS CUT TO FIT. CUT PAYERS SHOULD BE NO SMALLER THAN ONE THIRD THE SIZE OF FULL PAYERS. CARE SHOULD BE TAKEN WHEN ESTABLISHING THE LAYING PATTERN TO INSURE THAT LESS THAN ONE THIRD PAYERS ARE MINIMIZED. 6. PAYERS ARE SET INTO THE SAND LAYING COURSE BY ROLLER OR PLATE VIBRATOR CAPABLE OF 3,000 TO 5,000 COMPACTION FORCE. VIBRATION SHALL BE CONDUCTED IN CROSSING PATHS UNTIL THE PAVEMENT SURFACE IS SMOOTH AND REQUIRED ELEVATION IS ACHIEVED. GAPS BETWEEN PAYERS SHOULD AT THIS POINT SHOULD BE FILLED TO ABOUT TWO THIRDS OF THE PAVER'S FULL HEIGHT. GAPS BETWEEN EDGES SHOULD BE NO MORE THAN 3/16" WIDE AFTER VIBRATION. GAPS GREATER THAN 3/16" SUGGEST THAT LESS THAN SATISFACTORY INTERLOCK WILL BE ACHIEVED. PAYERS WITHIN THREE FEET OF UNRESTRAINED EDGES MUST NOT BE COMPACTED. 7. ONCE PAYERS ARE VIBRATED INTO PLACE. CLEAN, DRY SAND SHALL BE BROOMED OVER THE PAVEMENT SURFACE AND VIBRATED ONCE MORE INTO THE REMAINING UNFILLED GAPS BETWEEN PAYERS TO THE HEIGHT OF THE JOINT BEVEL. SURPLUS SAND SHOULD BE SWEPT FROM THE PAVEMENT SURFACE AND DISPOSED OF. 8. THE COMPLETED PAVING STONE INSTALLATION SHOULD BE WASHED DOWN AND CLEANED TO PROVIDE A CLEAN FINISHED WORKMANLIKE INSTALLATION. CONSTRUCTION NOTES PAVING NOTES I. THE CONTRACTOR SHALL VERIFY WITH PROJECT STRUCTURAL SOILS ENGINEER THE NEED FOR REINFORCING, BASE MATERIALS, PRESATURATION,AND OTHER REQUIREMENTS FOR PAVING AREAS. 2. ALL CONCRETE PAVING SECTIONS SHALL BE A MINIMUM OF 3 1/2" THICK UNLESS OTHERWISE NOTED. 3. PAVING AND CONCRETE CONTRACTOR(S) SHALL COORDINATE HIS WORK WITH ELECTRICIAN, DRAIN LINE CONTRACTOR AND IRRIGATION CONTRACTOR FOR SLEEVING, PIPING, AND CONDUIT UNDER ALL PAVING AS REQUIRED. 4. THE CONTRACTOR SHALL HOLD FINISH GRADE (2") BELOW FINISH SURFACE. 5. THE CONTRACTOR SHALL SLOPE ALL FINISH SURFACE AREAS A MINIMUM OF ONE PERCENT. UNLESS NOTED OTHERWISE. 6. ALL WALKS SHALL HAVE CROSS FALL OF ONE PERCENT MINIMUM. 7. REFER TO FINISH SCHEDULE FOR CONCRETE FINISH. 8. ALL WALK INTERSECTIONS SHALL BE 90 DEGREES UNLESS NOTED OTHERWISE. 9. ALL RADII AT WALK INTERSECTIONS SHALL BE 36" UNLESS NOTED OTHERWISE. JO. FULL DEPTH EXPANSION JOINTS ARE TO BE SPACED AT MAXIMUM 20' O.C., SCORE LINES TO BE MAXIMUM 10' O.C. I I. ALL FORMS AND ALIGNMENT OF PAVING SHALL BE INSPECTED AND CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT A MINIMUM OF 48 HOURS PRIOR TO INSPECTION. 12. REFER TO PRECISE GRADING PLAN FOR FINISH GRADES AND DRAINAGE. LIST OF INSPECTIONS THE CONTRACTOR SHALL CONTACT THE OWNER'S REPRESENTATIVE 48 HOURS IN ADVANCE OF,AND COORDINATE, THE FOLLOWING INSPECTIONS (BUT NOT LIMITED TO): I. PRE-JOB CONFERENCE. 2. AT COMPLETION OF FINISH GRADING. 3. LAYOUT OF PAVING BUT PRIOR TO INSTALLATION. 4. LAYOUT OF WALLS AND PILASTERS BUT PRIOR TO INSTALLATION. 5. DURING ENTIRE IRRIGATION INSTALLATION TO VERIFY AND INSPECT THE FOLLOWING (BUT NOT LIMITED TO): a. POINT OF CONNECTIONS b. BACKFLOW PREVENTION DEVICES c. TRENCHING FOR PIPES d. ELECTRICAL CONNECTIONS e. CONTROL VALVES f. COVERAGE 6. AT DELIVERY OF ALL PLANT MATERIALS TO THE SITE. 7. WHEN TREES AND SHRUBS ARE SPACED FOR PLANTING BUT BEFORE HOLES ARE EXCAVATED. B. AT PRE-MAINTENANCE INSPECTION. 9. AT FINAL INSPECTION. SYMBOL MASONRY FLATWORK METAL/WOOD FOUNTAIN - FOUNTAIN ITEM 6' HT. PROTO II SLUMP BLOCK WALL 8" x 4" x 16" SLUMPED 3-SCORE POR CAP OLITDOOR BARBECUE at COURTYARD PILASTER/LOW WALL STUCCO FINISH PILASTER/LOW WALL BRICK CAP FLOW-THRU Pl-'INTER WALL STUCCO FINISH FLOW THRU Pl-'INTER CAP IO" WD. X 2" HT. PRECAST CONCRETE WALL CAP NATURAL GRAY CONCRETE PAVING with SAW CUTS PER PLAN COLORED CONCRETE PAVING/STEPS with SAWCUTS PER PLAN COLORED CONCRETE PAVING at ENTRY DRIVE -FIELD COLORED CONCRETE PAVING at ENTRY DRIVE -INTERLOCKING CONCRETE BANDING MODEL: FLORENTINE with 9" SOLDIER BANDING (70mm) INTERLOCKING CONCRETE PAVERS with PAVER BAND MODEL: FLORENTINE with 9" SOLDIER BANDING (70mm) INTERLOCKING CONCRETE PAVERS at ENTRY TO COMMUNITY GARDEN MODEL: 6'' X 12" COMMON BOND (60mm) CONCRETE MOW CURB AT SYNTHETIC TURF TUBULAR STEEL FENCE/GATE COURTYARD FOUNTAIN TILE COMMUNITY GARDEN SITE FURNISHING SNYTHETIC TURF BENCHES REDWOOD HEADER COBBLE BEHIND FLOW-TH RU PLANTER I 8" SQ. ?RECAST CONCRETE STEPPING PADS POTTERY-SEE TREE PLAN POLE LIGHT/BOLLARD SEE ELECTRICAL ENGINEER'S Pl-'IN MANUFACTURER/SUPPLIER ANGELUS BLOCK INC. RICHARD CAREY 714.637.8594 ANGELUS BLOCK INC. RICHARD CAREY 714 .637 .8594 SEE DETAIL T.B.D. FULL BRICK T.B.D. T.B.D. VALOR! PRECAST 909.JSO.JOOQ MODEL: VP-SQ-I OST A N/A DAVIS COLORS 949.356.4848 TB.S. DAVIS COLORS 949.356.4848 AVAILABLE THRU: ACKERSTONE CONTACT: MIKE MILLARD 949.241.6669 AVAILABLE THRU: ACKERSTONE CONTACT: MIKE MILl-'IRD 949.241.6669 AVAll-'IBLE THRU: ACKERSTONE CONTACT: MIKE MILl-'IRD 949 .241.6669 N/A TO MATCH ARCHITECTURAL RAILING SEE DETAIL SEE ENl-'IRGEMENT SHEET 3 FOR FINISH SCHEDULE SYN LAWN 866.SYNl-'IWN FESCUE PLATINUM lSI DUMOR 800.598.4018 MODEL # 190-60 (6' BENCH) PER CONTRACTOR DECORATIVE STONE SOLUTIONS. 909.202.9279. CONTACT RANDY JURGENSEN PER CONTRACTOR COLOR MISSION SLUMPSTONE MISSION SLUMPSTONE . TO MATCH ARCHITECTURE TB.D. TO MATCH ARCHITECTURE l-'IREDO TEXTURED NATURAL GRAY COCOA #6130 KAHLUA #677 FACE MIX -MISSION BLEND FACE MIX -MISSION BLEND FACE MIX -SANTA BARBARA SAND STONE NATURAL GRAY I TOMATCH ARCHITECTURAL RAILING SEE DETAILX DARK BRONZE I' -2" BEACH BUFF NATURAL GRAY FINISH - TO MATCH ARCHITECTURE T.B.D. TO MATCH ARCHITECTURE TEXTURED 'ACID ETCH' (SEE COMMENTS) 'ACID ETCH' (SEE COMMENTS) 'ACID ETCH' (SEE COMMENTS) STANDARD STANDARD STANDARD MEDIUM BROOM MEDIUM BROOM COMMENTS GROUT COLOR: ANGELUS SPEC. MIX20I OAK GROUT COLOR: ANGELUS SPEC MIX 201 OAK GROUT COLOR T.B.D. GROUT COLOR TO MATCH PRECAST CAP COLOR WITH MATTE PENETRATING SEALER CONTRACTOR TO PROVIDE SUBMITTAL TO L.A. FOR APPROVAL WITH 2 · END PIECES APPLY TOPCAST WASH RETARDER (OJ ACID ETCH FINISH) AVAILABLE THRU GRACE CONST. PRODUCTS OR EQUAL 877-423-6491 WITH MATTE IMPREGNATING SEALER. CONTRACTOR TO PROVIDE CUT SHEET TO LA FOR APPROVAL. APPLYTOPCAST WASH RETARDER (03 ACID ETCH FINISH) AVAILABLE THRU GRACE CONST. PRODUCTS OR EQUAL 877-423-6491 WITH MATTE IMPREGNATING SEALER. CONTRACTOR TO PROVIDE CUT SHEET TO L.A. FOR APPROVAL APPLY TOPCAST WASH RETARDER (OJ ACID ETCH FINISH) AVAILABLE THRU GRACE CONST. PRODUCTS OR EQUAL 877-423-6491 WITH MATTE IMPREGNATING SEALER. CONTRACTOR TO PROVIDE cur SHEET TO L.A. FOR APPROVAL. SOLIDER COURSE BANDING INSTALL WITH CLASS 2 ROAD BASE -THICKNESS PER SOILS ENGINEER I" LEVELING SAND SET SEAL WITH SURBOND SB I JOO OR EQUAL JOINT SAND-LOGICAL RESOURCE POLYMERIC OR EQ. PATTERN· HERRINGBONE INSTALL WITH 4" Cl-'ISS 2 ROAD BASE - I" LEVELING SAND SET SEAL WITH SURBOND SB 1300 OR EQUAL JOINT SAND-LOGICAL RESOURCE POLYMERIC OR EQ. PATTERN -COMMON BOND INSTALL WITH 4" Cl-'ISS 2 ROAD BASE I" LEVELING SAND SET SEAL WITH SURBOND SB 1300 OR EQUAL JOINT SAND-LOGICAL RESOURCE POLYMERIC OR EQ. -----------------! INSTALL PER MANUFACTURER'S SPECIFICATIONS. CONTRACTOR TO PROVIDE SUBMITTAL. SURFACE MOUNT ON INTERLOCKING PAYERS. INSTALL PER MANUFACTURER'S SPECIFICATIONS. 2" THICKNESS MIN. INSTALL OVER LANDSCAPE WEED BARRIER FABRIC. NOTE: CONTRACTOR TO PROVIDE 3' x 3' SAMPLE OF FINISHED CONCRETE PAVING & INTERLOCKING PAVING ON SITE TO BE APPROVED BY THE OWNER PRIOR TO INSTALLATION. FINISH SCHEDULE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDTNG PRECISE LOCATION OF PLANTING AREAS. II AS BUILT" TITLE _______ _ REVIE'w'ED BY, INSPECTOR DATE DAIF DATE PREPARED: ~ 11-+----+I •=-t-=Cl:..:.TY'--'S==U:.=B:..cM:..:.ITT.:.:AL=---+---+--+- I1.3.II 2nd CITY SUBMITTAL ----+-_____, [ sH4EET [ CITY OF CARLSBAD ~E4:rsl '::"--===P"'LA==N::::N:'::IN:::::G:::::D:::::E::::P:::::A:::::R:::::TM:::::E:=N:::::T====-':Lli_J==~ 11.23.11 2nd D.E.H. SUBMITTAL 12.08.11 lrdCITYSUBMITTAL 2.02.12 41n CITY SUBMITTAL 2.10.12 Approval FINISH SCHEDULE AND CONSTRUCTION NOTES MJSDesign Group .. 1-------+------1--------+---i ----+---+----< DWN BY: ___ _ INITIAL DATE INITIAL CHKD BY: __ _ PROJECT NO: DRAWING NO: ' Md~~pe Arcr'ileciure t Planning + Design DATE INITIAL REVISION ENGINEER OF WORK I DESCRIPTION DATE RVWD: OTHER APPROVAL CITY APPROVAL SDP 06-12 (A) 473-2L SYN LAWN® Tht, synthetic slterna/Jv!j fo natural grass DRAINAGE PASS THROUGH FOR WATER IN REGULAR GRID THROUGHOUT BACIClNG SYNFesCLII GRASS FIBER SYNLAWN 2680 ABUTMENT ROAD SE DAL TON, GA 30721 TOU. FREE: 1-866-SYNLAWN FAX: (706) 277-1128 www.synlewn.com i([f(;,~~~W~:;;:'it~V----7 3" CONCRETE CURB ------- ----------- SECTION = Ill -111 I 1:::--11 LEGEND (j) SYNTHETIC TURF -SYN LA-WN or APPROVED EQUAL. INSTALL per MANUFACTURER'S RECOMMENDATIONS @ 3" DEPTH LEVELING SAND and RUBBER INFILL per MANUFACTURER'S RECOMMENDATIONS Q) CONCRETE MOW CURB. SEE DETAIL THIS SHEET. G) ADJACENT CONCRETE PAVING ® RECOMPACTED SUBGRADE per GEO-TECHNICAL SOILS REPORT NOTE: DRAINAGE at SYNTHETIC TURF per CIVIL ENGINEER. @ SYNTHETIC TURF 5 B PAVER BANDING 9 I I (j) COLOR CONCRETE PAVING (SEE FINISH SCHEDULE FOR COLOR) THICKNESS PER STRUCTURAL SOILS REPORT @ REINFORCING PER STRUCTURAL SOILS REPORT f5 z UJ '.:'.l 5l a,: ~ V'.I V'.I UJ ~ u i!: 7 CD RIGID POLYPROPYLENE SLEEVE (SPEED DOWEL). PER STRUCTURAL SOILS REPORT 1/4" SAWCUTS I" DEPTH PER PIAN I" DEPTH CLEAN NON-PLASTIC SAND IAYING COURSE FINISH GRADE 1437-202 SYNTHETIC GRASS SPIKES E11~ir0Lo~™ BACKING SYSTEM -J;z WEED BARR!ER COMPACTED AGGREG.~7: BASE -CLASS II ROAD BASE, 1/.4' MINUS Win-I FIIIESMIXED IN NATURAL JRT SU&3RADE ----(I! (COMPACTED) SPECIFICATlOOS 'l'ARN TYPE: GRASSZONE111: YA;;tN TYPE; THATCH ZONE'llil: YARN COLOR: GRASS ZONE'"': YARN COLOR: THATCH ZONE"II: F1LE HEIGHT: GRA"iSZON['Y: PILE HEIGHT: TW.TCH ZONE111: YARN FACE WEIGrT: ROLL WIDT"1: MAXIMUM DRAIN RATE; NOT TO &!.~LE POL YET --JYLEIIE TEXTURIZ=D HIGH BULK tJYLON F=ILD G'1.EEN LIii.iE TURFJTAN ,. 1314' +/-15% 780Z 15'WIDTH ;,3Q INCHES PER HOUR NOTE; THE GRASS MUST SE INSTALLED AND SEAMED WITH ADJACENT PIECES RlJNIJING IN Tl I[ SAl...,E DIRECTION; SEA.11!S SHOULD BE eLUEJ wm-1 SUITABLE SEAMJNG GLUE AND SEAMING CLOTH, \JOT ADHESIVE TAPE. NOTES: POWffi BROOIJ.ING: LAST ST AG= OF INSTALLA.TJON SECURING Tr"E GRASS_I9"."HEBASE rr GALVANJZ.EDF:..AT HEAD SYNTHETIC GRASS SPIKES B" TO 12" APART ALO:-JG PFRIMFTFR. 1. INSTALLATION TO BE COMPLE~D IN ACCORDANCE WITH SPE:IFJCATlONS BY FACTORY AUTHORIZED ti ST ALLERS. 2. DD NOT SCALE DRAWINGS. 3. CONTRACTORS NOTE: FOR PRODUCT AND COMPANY INFO:...WiATlON VISIT w1w;,C~dsM6.wmlimD REFERENCE NUMBER 1437-202, SYNFescue® SYNFESC.JE PLATINUM 351 INSTALLEJ OVERAGGREG.4TEBASE PRO-ECTED BY CO,,YRIGHT · 13/03/ITT www.CADdetaits.com 12 3 2 • • 4 <1 6 l\ FLA-SYN-TRF DEPTH PER STRUCTURAL SOILS REPORT @ CONCRETE CURB PER CNIL ENG. (v DOUBLE INTERLOCKING CONCRETE PAVER. SEE FINISH SCHEDULE @ 1/8" to 3/16" WIDE x 1/2" DEEP SAWCUT SCORE JOINT -LOCATE WHERE INDICATED on PIAN CO) @ CONCRETE SUBGRADE BOND BEAM FULL DEPTH EXPANSION JOINT NOTES: @ SUBGRADE SOIL TO BE PROCESSED TO A MINIMUM DEPTH OF 6', MOISTURE CONDITIONED, AS NECESSARY AND RECOMPACTED TO A MINIMUM OF 90% RELA.TIVE COMPACTION. I. SEE CONSTRUCTION PLAN for PAVER PATTERN. 2. SEAL with SURBOND SB 1300 or EQUAL JOINT SAND to be LOGICAL RESOURCE POLYMERIC or EQUAL 0 AGGREGATE BASE THICKNESS PER SOILS REPORT IN IN THIN LIFTS, MOISTURE CONDITIONED, AS NECESSARY AND COMPACTED TO A MINIMUM OF 95% REIATIVE COMPACTION. @ VEHICULAR CONCRETE FLA YEH CON 7 14 4 . q . . ~ .. _-.-· --.. -. ----~WJJrJtln\lj 1_JmJJmL1mJJm1il11 Jlm1llmJJln1 II~11ImW1 • .... SAWCUT SCORE JOINT 4 13 7 ~ -.--- . . " ---I -11~iiiill1ulliii1 111 111 . ... . .... ... . 1 , --, 11ml I lrd 11ml I lrnillmlli~nr I IITlillrIT I lni' TROWLED SCORE JOINT 4 15 7 -T 11---1 m 1-m m m=m m=111 -111==111 SAWCUT CONTRACTION JOINT I 111 -1 I EQ. E . SEALED ISOIATION JOINT 7 SEALED ISOIATIONJOINT -® LEGEND: (j) REINFORCING per GEOTECHNICAL REPORT (CONTINUOUS) and CENTERED IN SIAB (D CONCRETE CURB per CIVIL ENGINEER Q) 1/8" RADIUS EDGE (BOTH SIDES) G) CONCRETE PAVING -SEE FINISH SCHEDULE for COLOR and FINISH ® POLYURETHANE TWO-PART JOINT SEAIANT or APPROVED EQUAL SET JUST BELOW FINISH SURFACE. DEPTH per MANUFACTURER'S SPECIFICATIONS. COLOR and TEXTURE to MATCH ADJACENT CONCRETE PAVING. © 1/2" WIDE "COLD" JOINT -ALL SECTIONS of PAVING on EITHER SIDE of THE JOINT SHALL be "STITCHED" TOGETHER by USE of 18" LONG #4 DOWELS at 18" o.c. 0 COMPACTED SUBGRADE per GEO TECHNICAL SOILS REPORT @ 18" LONG #4 "SPEED DOWELS" (or APPROVED EQUAL) at I B" o.c. (v VERTICAL SURFACE @ 1/2" WIDE ASPHALT IMPREGNATED FIBER EXPANSION BOARD (or APPROVED EQUAL) to FULL DEPTH CO) PROVIDE BACKER ROD CONTINUOUS ALONG BUILDING WALL FOUNDATIONS and SIABS-SEE ALSO ITEM# 17 THIS DETAIL. @ 3/16"±WIDEx l/2"DEEPTROWELEDSCOREJOINT. 1/8" RADIUS on BOTH EDGES. WHERE JOINT IS to ACT as a CONTRACTION JOINT -SEE ITEM# 16, THIS DETAIL, FOR ADDITIONAL CONTRACTION JOINT REQUIREMENTS. @ BAND FORMED BY and BETWEEN TWO SAWCUT or TROWELED SCORE JOINTS IF/AS APPLICABLE and SPECIFIED on PLAN (!j) 1/8" to 3/16" WIDE x 1/2" DEEP SAWCUT SCORE JOINT - LOCATE WHERE INDICATED on PIAN @) 1/8" to 3/ 16" WIDE SAWCUT CONTRACTION JOINT. JOINT DEPTH SHALL BE 1/3 DEPTH of CONCRETE PAVING. LOCATE CONTRACTION JOINT SO AS to FORM, AS NEAR AS POSSIBLE, 8'to 12' SQUARE PAVING SECTIONS. SAWCUT JOINTS AS SOON AS POSSIBLE, NO !ATER than 8 to 24 HOURS after PAVING INSTALIATION and WHILE THE CONCRETE is STILL PIASTIC. @ 3/16" WIDE TROWELED CONTRACTION JOINT. JOINT DEPTH SHALL BE 1/3 DEPTH of CONCRETE PAVING. LOCATE CONTRACTION JOINTS SO AS to FORM, AS NEAR AS POSSIBLE, B'to 12' SQUARE PAVING SECTION @ 1/2" WIDE SEALED ISOIATION JOINTS SHALL BE INSTALLED in LOCATIONS WHERE PAVING ABUTS WALLS, COLUMNS, CURBS and OTHER POINTS of RESTRAINT INCLUDING DRAINS, MANHOLES, UTILllY BOXES/COVERS, STEPS etc. JOINTS SHALL INCLUDE EXPANSION BOARD, BACKERROD, and SEAIANT to MATCH CONCRETE COLOR. @ PEDESTRIAN CONCRETE PAVING FlA•PAV-CON PLAN VIEW SECTION LEGEND: 7 j, 5 VARIES SEE CONSTRUCTION LA-YOUT 4 3 2 PAVER FIELD to be HERRINGBONE PATTERN BOND BEAM WIDTH to MATCH THE LENGTH of EDGE PAVER 6" at PERIMETER IANDSCAPE 4" at SYNTHETIC !AWN LEGEND: (j)coNCRETE CURB. MEDIUM BROOM FINISH, COLOR: NATURAL GRAY CD PEDESTRIAN INTERLOCKING CONCRETE PAVER BANDING -SEE FINISH SCHEDULE. (D 1/2" RADIUS ALL EXPOSED EDGES 0 #3 REBAR CENTERED IN CURB G)cOMPACTED SUBGRADE NOTES: WET SET EDGE PAVER @ I" DEPTH CLEAN NON-PLASTIC SAND LA-YING COURSE Q) GEOTEXTILE FABRIC I. FULL DEPTH EXPANSION JOINTS MAX IO' o.c. 2. TOOL JOINTS CENTERED BETWEEN EXPANSION JOINTS NOTES: (D CLA-SS 2 ROAD BASE 95% COMPACTION -DEPTH GEOTECHNICAL REPORT I. SEE CONSTRUCTION PLAN © CONCRETE MOW CURB Scale: N.T.S. ® CONCRETE SUBGRADE BOND BEAM -WET SET PAVER BAND for PAVER PATTERN. 2.SEAL with SURBOND SB 1300 or EQUAL. II AS HA-MOW-CR& BUIL T 11 © COMPACTED SUB-GRADE PER GEOTECHNICAL REPORT 0 FINISH GRADE @ PEDESTRIAN CONCRETE PAYERS 3.JOINT SAND to be LOGICAL RESOURCE POLYMERIC or EQUAL. FLA-PA\/-PE.D APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. TITLE _______ _ DATE REVIE'wED BY, INSPECTOR DATE I-D~A~TE~P~~-PARED_,_-F-.°"-'....'.-=:..c..'....'..=--+---+--+--+---1ISH5E81 ITY OF CARL BAD ISH2E4ETSI 9.27.11 1st CITY SUBMITTAL 11 l 11 PLANNING DEPARTMENT . . 2nd CITY SUBMITTAL ~==-===--==========-==~ I 1.23. I I 2nd D.E.H. SUBMITTAL 12.08. I I +-----+l ... rd._.C ... ITY_c_c,SU'-"Bc.cMl"-TT"-ALcc__+----+--+---+---1 2.02.12 4th CITY SUBMITTAL CONSTRUCTION DETAILS 2.10.12 Approval MJSDesign Group • 1-----+- LandscapeArcI,i1ecture -1-Planning+ Desgn DATE I NIT JAL REVISION ENGINEER OF WORK DESCRIPTION 1----+----1------+----+--+---+----i _AP-PR_o_vE_o'~l'J_:j~~ Lt-f:ll~it: ~-"tl-i~ PLANNING DATE ------+---+---+--+----i ~D==w==N==B==Y=:_=_=~~~~=,-,.,,.PR==O==J==EC==T=N==o=:===:::;-;=~D==R=Aw==ccl==N==G=N-=-o==,~ DATE INITIAL DATE INITIAL CRVWHKDD·.BY_:~~=-=_=_=.J SDP 06-12 (A) 473-2L OTHER APPROVAL CITY APPROVAL 24" 3'0PENING 24" Reside.nts Only '° ;:.,, ELEVATION 12" LEGEND: CD I 1/2' WIDE x 2" HIGH TUBULAR STEEL FRAME AND RAIL @ 2 1/2" SQ. POST. -GAUGE PER CONTRACTOR G) SELF-CLOSING/LATCHING GATE PER CONTRACTOR. SINGLE SIDED ELECTRICAL SELF-LOCKING FROM OUTSIDE OF POOL AREA with PAD for ELECTRICAL KEY per DIRECTION of OWNER © 16 GAUGE "HANOVER SQUARE" .2' SQ. 1/4" STRAIGHT ROWS MESH. PAINT TO MATCH TUBULAR STEEL. @ HEAVY DUTY SELF CLOSING HINGES per GATE CONTRACTOR © I 1" WD. x I" HT SQ.TUBULAR STEEL RAIL (j) CAST IRON POST CAP. #45-803 AVAILABLE THRU KING ARCHITECTURAL METALS 800.542.2379 @ FINISH SURFACE/ FINISH GRADE 0) 1/2" SQ. PICKET @ CONCRETE FOOTING. REFER TO STRUCTURAL DETAILS FOR SIZE AND SPECIFICATIONS. @ RECOMPACTED SUBGRADE PER STRUCTURAL SOILS REPORT. @ PANIC HARDWARE/ FIRE EXIT DEVICE -AT INSIDE of GATE per GATE CONTRACTOR @ SOLID METAL PANEL at BASE OF FENCE @ SIGNAGE PER DIRECTION OF OWNER @) KNOX BOX. LOCATION TO BE APPROVED BY THE FIRE/POLICE DEPARTMENT. @ SOLID METAL PANEL CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR GATE TO LANDSCAPE ARCHITECT FOR APPROVAL. JJ.----+H 4 Scale: 3/411 = I 1-011 © TUBULAR STEEL GATE (adjacent to GARAGE) MET-GAT-GAR 7' PLAN VIEW 2' 3'0PENING 2' 151------I @ Residents Only _,------\ 4 ;:.,, --....__-15 .._____, 9 ELEVATION 12" LEGEND: CD I 1/2" WIDE x 2" HIGH TUBULAR STEEL FRAME @ 2 1/2" SQ. POST. -GAUGE PER CONTRACTOR ® SELF-CLOSING/LATCHING GATE PER CONTRACTOR. SINGLE SIDED ELECTRICAL SELF-LOCKING FROM OUTSIDE OF POOL AREA with PAD for ELECTRICAL KEY per DIRECTION of OWNER © 16 GAUGE "HANOVER SQUARE" .2" SQ. 1/4" STRAIGHT ROWS MESH. PAINT TO MATCH TUBULAR STEEL. @ HEAVY DUTY SELF CLOSING HINGES per GATE CONTRACTOR © I ,l" WD. x I" HT SQ.TUBULAR STEELRAIL (j) CAST IRON POST CAP. #45-803 AVAILABLE THRU KING ARCHITECTURAL METALS 800.542.2379 @ FINISH SURFACE I FINISH GRADE 0) 112" SQ PICKET @ CONCRETE FOOTING. REFER TO STRUCTURAL DETAILS FOR SIZE AND SPECIFICATIONS. @ RECOMPACTED SU BG RADE PER STRUCTURAL SOILS REPORT. @ PANIC HARDWARE/ FIRE EXIT DEVICE· AT INSIDE of GATE per GATE CONTRACTOR @ SOLID METAL PANEL at BASE OF FENCE @ C.M.U. PILASTER. SEE SHEET 9, DETAILC @) SIGNAGE PER OWNER @ KNOX BOX. LOCATION TO BE APPROVED BY THE FIRE/POLICE DEPARTMENT. @ SOLID METAL PANEL @ BRICK CAP. SEE PILASTER DETAIL NOTES: I. ALL STEEL SHALL BE PAINTED WITH I COAT BASE PRIMER& 2 COATS SEMI-GLOSS DARK BROWN 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 TO LANDSCAPE ARCHITECT for APPROVAL. 5. LOCATION OF GATE SHALL BE APPROVED BY L.A. PRIOR TO INSTALLATION CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR GATE TO LANDSCAPE ARCHITECT FOR APPROVAL. @ TUBULAR STEEL GATE AT ENTRY TO COURTYARD Scale: 3/411 = I 1-011 NET-GAT-PER LEGEND: 8'-0" o.c. MAX. _._._.._ ________ __,, CD 2 1/2" SQ. POST. -GAUGE PER CONTRACTOR 2 r ~ 3 = , 1!\ II ✓ ' , .,,, .,,. // / ,?, / 6 ~ / ,"->;: ")0 "-» "S~ .. · '. .• ~» '-':-'0 v~~ 4" ·'7-~~~0( ; ·. : . '. ~'0<<('~0:-: 2 ,,>S;;;~~". . . .•. ~'¾~" ,,; ~~~~;.·: ~ PICKETS TO BE 5 %'.<~«< . . ·: . '°/('( ~½, SPACED 4" o.c. • ~> i •• );~ 0 ' i'<-'.'.~ ..... · . •· ,/.'.:'.<, 7 M ~'0<' .. ~ ' . «« 1:;$. A' . • -:-;~-B 1/_,0( ··. ;' . ;· /«.~ ~"'·· .. ~ ~"'>'. ~~:,. -· ✓,~ , y, . .-. ~-;:;; ;\::<" "'"'.'8'7~ / ;7,.,_ ,,,_'/-✓.1/,., y.,._y I' II_ I II , • --Scale. 3/4 I 0 @ TUBULAR STEEL PERIMETER FENCE MEl-GAl-PER ~r @ I 1"" WD X I ! "HT SQ.TUBULAR STEEL TOP AND BOTTOM RAIL G) I !"" WD X I " HT SQ.TUBULAR STEELRAIL ' .I ' ,. = ,.., ~~·~~ & ~ .. ~ u • "' ~ • 0 I _, 1h'i'7,:{ 4 " ~ l 1 ~;7-~u• ·,, '17 "· ,~ ,,~ ,.~ Op CA\..\{O ~, q ~ '° ' "' © CAST IRON POST CAP. #45-803 AVAILABLE THRU KING ARCHITECTURAL METALS 800.542.2379 @ FINISH SURFACE/ FINISH GRADE @ ¾" SQ. PICKET. AL TERNA TE WITH !" PICKET (j) CONCRETE FOOTING. REFER TO STRUCTURAL DETAILS FOR SIZE AND SPECIFICATIONS. @ RECOMPACTED SU BG RADE PER STRUCTURAL SOILS REPORT. NOTES: I. SEE METAL NOTES DETAIL A TUBULA.RSTEEL GATE THIS SHEET. APPROVED FOR PLANTING AND IRRIGATION ONLY, TNCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BLJIL T" TITLE ______ _ REVIEWED BY• INSPECTOR DAIF DATE DATEP REPARED; 1st CITY SUBMITTAL ~ I CITY Q F CARL BAD ~ LM_J 9.27.11 11.3.11 11.23.11 12.08.11 2.02.12 2.10.12 2nd CITY SUBMITTAL ---1---1----+---I l__Q_J L PLANNING DEPARTMENT '-'-CC_-+----1---+----+----I 2nd D.E.H. SUBMITI~AL-+---t-----+-----t----1 lrdQTYSUBMITTAL-+---l----+---1----1 -l----+-"4th~C~ITY~SU.B~Ml~TT~AL=--,---+---+---+-----t Ap?roval APPROVED: PLANNING CONSTRUCTION DETAILS I~ ~-lal-01\ ~-ii-I'-? DATE MJSDesign Group .. 1----+----1-----1----+---11----+--OWN BY: PROJECT NO: DRAWING NO: DATE INITIAL DATE INITIAL ,_endsrape A.•cl1:leoture 4 Pla.in·:ng + Design DATE INITIAL REVISION ENGINEER OF WORK DESCRIPTION CHKD BY: SDP 06-12 A 473-2L OTHER APPROVAL CITY APPROVAL RVWD: BUILT-IN BARBECUE FINISH SCHEDULE ITEM MANUF/SUPPLIER MODELJCOLOR/FINISH COMMENTS CD@ STUCCO FINISH at BUILT-IN BBQ WALLS T.B.D. TO MATCH ARCHITECTURE -- G) BRICK CAP T.B.D. TO MATCH ARCHITECTURE 6" x 6' DECORATIVE TILE at TIERRA Y FUEGO SANTA BARBARA COLLECTION NATURAL GRAY GROUT @ BACKSPLASH 877.945.4900 MODEL: with 511 IMPREGNATING ITEM#: SIZE: 6" X 6" X i" SEALER ® BBQ COUNTERTOP EDGE TILE CLASSIC TILE AND MOSAIC NATURAL GRAY with 511 4" x 24" MODERN LIMESTONE CONTACT: VERONICA ABBOTT CHOCOLATE IMPREGNATING SEALER BULLNOSE (949) 494-610 I MATTE ® BBQ COUNTERTOP TILE CLASSIC TILE AND MOSAIC NATURAL GRAY with 511 CONTACT: VERONICA ABBOTT CHOCOLATE IMPREGNATING SEALER 24" x 24" MODERN LIMESTONE (949) 494-610 I MATTE 48" 7' @ -.. COUNTERTOP ENLARGEMENT ----; 5 32" W. COUNTER I \ ALIGN PAYERS with \ \ \ RECESSES TOE KICK PLAN VIEW , I I 60"DIA. WHEELCHAIR \ ACCESS at BARBECUE \ \ I \ I -_/ '-, ·--.__, _,/ "---~/' --·~ I O, ,--..__, 48" 7' SIDE ELEVATION 36" 6' ________ __,, FRONT ELEVATION @ BUILT-IN BARBECUE 0.. 0 • 1-: 0 ~ L/'I w ~ ~ I:::::, = 0 vu ,..._ 0 0.. ~ 32" W. COUNTER (5) TILE COURSES SECTION *** SEPARATE PERMITS for PLUMBING and ELECTRICAL REQUIRED*** ~ I: ~ M "' L/'I 0.. 0 ~ w I-z ::::, 0 u -0 0.. ~ • M 00 z I: ,,, .... V "' L/'I \, \ \ SCALE: 1-1/2" = I '-0" \;:; ___ ........... ' -CUT OUT DIMENSIONS Mow! minimum vf 3" cleur;nce from \iii grill's rear edge w ~~e lrnck!plash to al!cw hood to fully op~n. ·,, DELTA HRA'.f& 13231 East 166tl, Strec~ Cerrito,, CA 90703 (800) 422-0091 wv.w.deltaheat.com Ftr the ca11it.:1m ~Jvar.,am~l'll i!l ll!lf p;.;d11t1$, Oi.~~ flut¥ :ut~1u !hi; ,igh, fo cl!!•,~a titt! spe:dliutfcnl. ~•:!in~ ,1n~1MtMir.ls d thtl pro,ih,tU WJtl·,fJut prior "u,1.J1c~~°" LEGEND: (D CMU BLOCK BUILT-IN GRILL with STUCCO WALLS and TILE CLAD CONCRETE COUNTER TOP @ 52" HT. CMU WALL with STUCCO FINISH -SEE FINISH SCHEDULE. G) BRICK CAP. SEE FINISH SCHEDULE G) 10" x8"x 16" CMU BLOCK (D TILED COUNTER TOP. FIELD: 24 x 24" PORCELAIN TILE EDGES: 24 x 4" BULLNOSED PORCELAIN TILE MODERN PORCELAIN -CHOCOLATE -POLISHED AVAIL. THRU. = CLASSIC TILE AND MOSAIC 949.494.6101 VERONICA ABBOTT 949 .494,610 I @ 32" GAS GRILL BY DELTA HEAT -MODEL DHBQ32G. SEE CUT SHEET ABOVE FOR CUTOUT DIMESIONS. CONTRACTOR TO VERIFY REQUIRED CUTOUT PRIOR TO CONSTRUCTION. INSTALL PER MANUFACTURER'S SPECIFICATIONS. (j) STAINLESS STEEL SINGLE ACCESS DOORS. 43914-SR I4"X 20" BY FIRE MAGIC. @ WEATHERPROOF G.F.C.I. OUTLET & COVER (TYP) -PER ELECTRICAL ENGINEER ® GAS GRILL TIMER VALVE -MODEL# FM3090AVAILABLE FROM: FIRE MAGIC.SEE DETAIL 'F', SHEET LC.8 @ 4" H. x 2" D. TOE KICK RECESS with STUCCO FINISH. @ 2" x4" GALV. METAL STUDS, ALL FOUR SIDES; BOLT to STRUCTURE with MASONRY ANCHORS (TYP) @ LOUVERED VENT (2) TOTAL -SPACE EVENLY at REAR @) ELECTRICAL CONDUIT. ELECTRICAL PERMIT REQUIRED. @ 3/4" COPPER GAS LINE. PLUMBING PERMIT REQUIRED. @ EMERGENCY GAS SHUTOFF. PLUMBING PERMIT REQUIRED. @ CONCRETE FOOTING @ COMPACTED SUBGRADE per GEOTECHNICAL ENGINEER @ FINISHED SURFACE/GRADE @ 8" x 8" x 16" CMU BLOCK @ TILE CLAD CONCRETE COUNTER TOP @ ADJACENT PAVER -SEE DETAIL @ 6 x 6 DECORATNE TILE @ LOUVER LIGHT -SEE LIGHTING PLAN -(2) FACING COUNTER ON 'WING" WALLS NOTES: • ALL REINFORCING AND FOOTING SIZES PER STRUCTURAL ENGINEER. • SOIL COMPACTION PER GEOTECHNICAL AND SOILS REPORT. e GROUT ALL CELLS SOLID. DHAD36 • CONTRACTOR SHALL INSTALL VERTICAL EXPANSION JOINTS PER STRUCT. ENG. RECOMMENDATIONS. TILE SEALER NOTES: • APPLY 511 IMPREGNATOR SEALER TO TILE BEFORE GROUTING TO AVOID THE GROUT STAINING THE TILE AND THEN AFTER GROUTING ANOTHER APPLICATION TO TILE AND GROUT. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDJNG PRECISE LOCATION OF PLANTING AREAS. TITLE _______ _ REVI[\-/[D BY: INSPEC I DR DATE DATE DATE PREPARED: w 9.27.11 lstCJTYSUBMITTAL SH7EET ---ITY OF CARL BAD_ I SH2EE4TS I l--l-l.-l.-l l--+----+2=n~d C~ITY-'--=SU-=B-"M-'--'ITT-'--'AL=---+-------l--+-------11-----I PLANNING DEPARTMENT I 1.23.1 I 2nd D.EH SUBMITTAL 12.08.11 3rd CITY SUBMITTAL 2.02.12 4th CITY SUBMITTAL 2.10.12 Approval APPROVED: CONSTRUCTION DETAILS PLANNING DATE MJSDesign Group .• 1----+-----+------+-__ LandscapeArch,lecture +Planning+ Design DATE INITIAL REVISION DATE =====:::;-;:::--=--=--=--=--=--=--=--=--=--=--=~---;:~-=====~ +---+---+----I OWN BY: __ _ INITIAL DATE INITIAL CHKD BY: __ _ PROJECT NO: DRAWING NO: BBQ-GRl ENGINEER OF WORK DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD: SDP 06-12 (A) 473-2L CD, T.W. 65.45 I I II II I I 11 I I II II-'--'-'~ : . , '.... . -. I II II I II I I ;· ELEVATION 181 j .. PLAN VIEW T.W. 66.4S F.S. 63.81 32" S' 3' . 3'. GRADES PROVIDED BY PROJECT ENGINEER ~ELEVATION 'A' T.W. 66.45 T.W. 67.45 T.W. 65.45 :. -. .. . -. ··----·· ·-···· -.-: -.-' . -. " -, ·. . . ' ·, ....... , ...... , ?··----~-----. ·----.··-·-· -._ ... 6'CLEAR ELEVATION 1A1 @ ENTRY MONUMENT T.W. 67.45 T.W. 66.45 CENTER SIGNAGE at CENTER of RADIUS T.W. 66.45 ALL PROJECT SIGNAGE AND MONUMENTS SHALL REQUIRE A SEPERATE PERMIT UNDER CITY OF CARLSBAD SIGNAGE REVIEW PROCESS T.W. 67.45 30"CMU I GROUT INTERIOR BELOW GRADE F.S. 64.95 ADJACENT PAVERS-SEE PLA.N F.S. 64.95 ~t--~~~ w er:: w 0. ' PER ENG. ;,(' Y,~ ,~ ::, F.S. 64.95 PER ENG. 0 z w er:: w c.. SECTION at SIGN WALL LEGEND: SECTION at PILASTER f.S. 64.95 (D 30" SQ. CMU PILA.STER with STUCCO FINISH and BRICK CAf> @ IO" W. CMU WING WALL with STUCCO FINISH and BRICK CAP Q) IO" W. CMU SIGN WALL with STUCCO FINISH and BRICK CAP G) 2 x 4 x 8 BRICK CAP. SEE FINISH SCHEDULE. ® STUCCO FINISH. SEE FINISH SCHEDULE. @ Bx Bx 16C.M.U. BLOCKATPIWTER. 0 ® 10 xS x 16 C.M.U. BLOCK AT WALL 3/8" THICK SOLID METAL LETTERS. RAISED I" FROM WALL SURFACE WITH SLEEVED ANCHOR PINS. COLOR AND FONT PER OWNER. PER SEPARATE SIGN PERMIT. ffi SIGN UPLIGHT, SEE LIGHTING PLA.N. @ CONDUIT FOR LIGHT WIRING, PER ELECTRICAL ENGINEER, @ FINISH SURFACE/ GRADE. @ CONCRETE FOOTING. PLAN VIEW AT C.M.U. PLAN VIEW AT CAP @ COMPACTED SUBGRADE PER STRUCTURAL SOILS REPORT (Bl METAL HANDRAIL. SEE DETAIL A, SHEET 9 @ CONCRETE STEPS. SEE DETAIL A, SHEET 9 CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR HANDRAIL TO LANDSCAPE ARCHITECT FOR APPROVAL. CF/LF GRAVEL BACKFILL OVER PERFORATED DRAIN LINE WRAPPED W/ FILTER FABRIC CONNECT TO DRAIN LINE PER CIVIL ENG. TWO COATS ASPHALT.IC EMULSION CONTINUOUS AT BACK OF WALL NOTE: I • SOLi D GROUT ALL CELLS. 2. SET FIRST COURSE I" INTO FOOTING. 3. PROVIDE DRAIN and BACKFILL PER SOILS REPORT 4. FOOTING TO BE POURED AGAINST UNDISTURBED SOIL OR RECOMPACTED SOIL PER SOILS REPORT. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 11 AS BUILT" TITLE _______ _ REV!Ev/ED BY, INSPECTOR DATE DATE =p~ ~ ~ • ----+----+-~~~~~-t----t----+---t-----t SH8EET ITY OF CARLSBAD SH2EE4TS ~9.27.11 1st CITY SUBMITTAL 11 3 11 2 d C TY SUBMITTAL PLANNING DEPARTMENT .. i n I ::====-'=============-'==~ 11.23.11 '2nd D.E.H. SUBMITTAL 12.08.11 3,d CITY SUBMITTAL 2.02.12 '4th CITY SUBMITTAL 2.10.12 prnval MJSDesign Group • 1------+----+-------+---i-----t- APPROVED: PLANNING CONSTRUCTION DETAILS OWNBY: __ _ PROJECT NO: DRAWING NO: Scale: I /2" I 1 -O" ENGINEER OF WORK Landscape Arcr'iteciure +Planning+ Design ,__DA_T_E~_I_N_ITIA_L_____, REVISION DATE INITIAL DATE INITIAL DESCRIPTION OTHER APPROVAL CITY APPROVAL CHKDBY: __ _ RVWD: SOP 06-12 (A) 473-2L MAS MO.'l S'C. ' \ 6 2 z ¾---.,-------1.j-_ --,,-"' 'f "' <l " " <j <l LEGEND (j) CONCRETE CURB. MEDIUM BROOM FINISH, COLOR: NATURAL GRAY. with #4 BAR TOP & BOTTOM -CENTER in CURB 3" CLEAR ALL EDGES @ 1/2" CHAMFER ALL EXPOSED EDGES CD COMPACTED SUBGRADE per STRUCTURAL SOILS REPORT. 8) SEALED EXPANSION JOINT. SEE DETAIL 'A', SHEET 5. (D ADJACENT CONCRETE PAVING. SEE DETAIL 'A', SHEET 5. ~ Q. cc l:) LU tz Z LU -z 1i'. ~ ~ ~ l:) LU ~ w:= I !<:! > u-li! ~ Q. -" w w V, NOTES: © FINISH GRADE I. FULL DEPTH EXPANSION JOINTS MAX 10' O.C. 2. TOOL JOINTS CENTERED BETWEEN EXPANSION JOINTS @ CONCRETE CURB Scale: 311 = I 1-O11 FLACRS-CNC PLAN VIEW AT CAP 32" CMU v ~ ~ ~ ,, " ~ PLAN VIEW AT C.M.U. 32"CMU r I "t, l~~~cclQ ~ --~--~ ~□~I SECTION PER STRUCTURAL ENG. © STUCCO PILASTER 3 t " ~ -- w I z :J ~ w Q. ~ c.. ~ I _j ~ 0: LL I- ~ o< I-w l:> I I~ Z "' I LL 5 0 LL SECTION PER STRUCT ENG. 2 3 LEGEND: (j) 8" x 4" x 16" SLUMPED 3-SCORE POR CAP SEE FINISH SCHEDULE SHEET 4 @ 6" x 6" x 16" SLUMPSTONE CMU. SEE FINISH SCHEDULE SHEET 4 CD JOINT REINFORCEMENT AT SPECIFIED LOCATIONS PER STRUCTURAL ENGINEER. © CONCRETE FOOTING. STEEL REINFORCEMENT and SIZE PER STRUCTURAL ENGINEER. (D RECOMPACTED SUBGRADE PER GEO-TECHNICAL REPORT © FINISH GRADE. NOTES: I. SEE FINISH SCHEDULE FOR BLOCK & MORTAR COLOR. 2. CONTRACTOR SHALL INSTALL VERTICAL EXPANSION JOINTS PER STRUCTURAL ENGINEER'S RECOMMENDATIONS. 3. SEE STRUCTURAL ENGINEER'S RECOMMENDATION. Scale: 3 411 = I 1-O11 @ PROTO II SLUMPED BLOCK WALL LEGEND: (j) 2 x4x 8 BRICK CAP SEE FINISH SCHEDULE FOR COLOR AND FINISH @ STUCCO FINISH SEE FINISH SCHEDULE. CD 8 x 8 x 16 C.M.U. BLOCK. REINFORCING PER STRUCTURAL ENGINEER. 8) FINISH GRADE/SURFACE. HA.5-WAI.-Pfl.0-11 ® CONCRETE FOOTING· SIZE AND REINFORCING PER STRUCTURAL ENGINEER. © COMPACTED SUBGRADE PER STRUCTURAL SOILS REPORT NOTE: I. CELLS TO BE GROUTED SOLID. 2. FOOTING TO BE POURED AGAINST UNDISTURBED SOIL OR RECOMPACTED SOIL PER SOILS REPORT. 16" SECTION PER ENGINEER c,:: 0 I wz, a.. w I c,:: 0 wz c.. w ✓ Scale: 3/4 11 = I 1-O11 r,w; STU PIL STEP ENLARGEMENT N.T.S. 12" 12" MIN. 36" at--------. TOE OF STEP LEGEND: (j) 1/2" RADIUS EDGE @ #4 REBAR-3" CLEAR -12" EACH WAY CD #4 REBAR -3" CLEAR @ NOSE © COMPACTED SUBGRADE PER RECOMMENDATIONS OF STRUCTURAL SOILS REPORT (D 2" WARNING STRIPE AT EACH STEP TO BE PAINTED CONTRASTING COLOR AND TO HAVE 1/4" X 1/4" DEEP GROOVES AT 3/4" O.C. © EXPANSION JOINT 12" + I2"TREAD 1/2" WASH =z.., (j) I 3/B" DIA HAND RAIL-PER SHOP DRAWINGS @ HANDRAIL END PIECE AS SHOWN ::0 M @ CONCRETE STEPS TIMER VALVE BEYOND --t--t...__ ¾" GAS LINE ----t---1- TIMER DIAL ------i-.,.___ MASONRY ANCHOR MOUNTINIG--+--r- SCREWS, TYP. 6" ------, •• _____ '.!\ ' .... ~ ' / ____ ,., I I I I I I ______ __J I2"TYP • SEE ENIJ\RGEMENT '--_J 6 CMUBLOCK -----~ 3/4" GAS LINE 'IN' ---=---cc-c----.. MASONRY ANCHOR--~ CAULK GAP COLOR TO MATCH CMU TIMER CUTOUT (?) I 1/2" SQ HANDRAIL POST -CORE 2" DIA X 12" DEEP HOLE GROUT with "POR-ROK or EQUAL. @ @ CAST IRON BASE MODEL# 45-234-112 AVAIL THRU KING ARCHITECTURAL METALS 800.542.2379 CAST IRON POST CAP. CONTRACTOR TO SUBMIT CUT SHEET TO L.A FOR APPROVAL I" SQ POST AT TOP OF HANDRAIL. GAUGE PER CONTRACTOR @ ADJACENT CONCRETE PAVING. SEE FINISH SCHEDULE NOTES: I. LOCATION OF HANDRAIL SHALL BE APPROVED BY LA. PRIOR TO INSTALLATION. 2. ALL WELDS TO BE GROUND SMOOTH. Scale: I 11 = I 1 -0 11 FLA-CON-STP ~-------GAS GRILL 3 HR. TIMER VALVE; MODEL# FM3090 AVAILABLE FROM: FIRE MAGIC RH Peterson Co. 14 724 E. Proctor Ave City of Industry, CA 91746 (800) 332-0240 ¾" GAS LINE 2" DEPTH MOUNTING FLANGE STAINLESS STEEL FACE PLATE MOUNTING SCREWS, TYP. 2" DEPTH MOUNTING TIMER DIAL FRONT ELEVATION FLANGE --·--STAINLESS STEEL FACE PLATE 6" SCREW HOLE +--+--~ SCREW HOLE +--'--~ FACE CUTOUT GUIDE -SCREW HOLE 2" DEPTH MOUNTING FLANGE MASONRY ANCHOR~~ STAINLESS STEEL FACE PLATE 3/4" GAS LINE TIMER DIAL MOUNTING SCREWS, TYP. Firs Maq/c AUTOMATIC BARBECUE ,,;.,,,,.,,. •• ,.,,. SHUT-OFF TIMER Model # 3090 r<Ane0uero,oo.oo,,a111·, fllJ..): 1f"IJPEf'lJ11.i~F 11.$" t fit Hie Awb!Ticllic Bc,rb~o,,e S1·1ut"Olf Ti1ner j,, th~ grn> ;iq,p y l!'l( hc'om !t1.:, tmrt-1,:c..;c NOTE! 1, MUST l~Ci l>C' !rtl!':d w,ii If' ~!i-ofjl]E,l bar(J;!Cti~ tn,t, o: ii wi I o';-erhefjt, ~1.,~ing dmnrlge tt: the tariier a',d-"rt:,y t~sJ!! '" a leak Jr,lt>Ol,I IAN1: l:!\~i.lrB 'fell] CUMCC! Qa;<; .!'.LJ;';fll/ t~ tlte side mar~ed "IN' en urner I~ee p1oto) GAS SUPPLY SIDE 88C1 S!OE GAS GRILL TIMER VAL'=t-+----H'c#-H-K~J Use pipe jo·nt conipOU!ld on m;JE, rrttngs anacr,E:a tc. 1110 lfilf';f '111,11: $1;TTJN:W l'•l t,~u,•J -TIM ER CUTOUT; RE: ENLARGEMENT THIS SHEET MODEL# FM3090 AVAILABLE FROM: FIRE MAGIC RH Peterson Co. 14724 E. Proctor Ave City of Industry, CA 91746 ...... .1p---l (800) 3 3 2-02 40 SIDE SECTION To us€, :;iw~~y s~t !he era; (!urn clocliwise; to 1he de~,r-e,<J 1i111~ to ;;hl.l! oft Toe cle3! i~ rn.ir~c ,r, 3 (.)ne hour ,r.uen1ents {tw1y po:,,t,o,, i11 httl~·men J~ ari e$!-rn.ate oi tha1 h:,ur) I he timer dml 1.,,;II aut, , ola:e {c.o~nt.:ir- c1:i-C!wn,c· ! aM ,.,,JI ::;~.it Cift l'rc g.cis SWPPI)' W!'>u'l ,r.~ dio1 iC,')Cl,¢S '"QJCF (I.~, the {;me IS COl't'lpleteC; II AS BUILT" TITLE ______ _ DATE @ GAS GRILL TIMER BOX Scale: 311 = I 1-O11 GAS-GRL-TIM APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVIEWED BY, INSPECTOR DATE DATE PREPARED: 9.27.11 11.l. I I 11.23.11 12.08.11 2.02.12 2.10.12 I st CITY SUBMITTAL 2nd CITY SUBMITTAL 2nd D.EH SUBMITTAL 3rd CITY SUBMITTAL 4th CITY SUBMITTAL Approval I SH9EET I CITY OF CARL BAD I SH2EE4TS I PLANNING DEPARTMENT CONSTRUCTION DETAILS ·--+--+----+------+-----.I-APP_Ro_vED_: ~l<i;,~J,_,__I --"-'Cr:~-e{~l...,=---q~t __ ~-'21·\~ I _ PLANNING DATE _ MJSDesign Group • l-----+-------l-----+---+--f----+------1 DWN BY: PROJECT NO: DRAWING NO: LMdsra,eAooMecto~, Placa,og' Desgo DATE INITIAL REVISION DATE INITIAL DATE INITIAL RCVWHKDD·,BY: SDP 06-12 (A) 473-2L ENGINEER OF WORK DESCRIPTION OTHER APPROVAL CITY APPROVAL r 5'-0" GATE OPENING l 4 0 1-1---J___j__Jl---l--l--W--~ ~ • \ 1-+A-++-H-+--i--1---1-++++-1 l-+++++-1--+++++-1-++-1 t ELEVATION NOTES: SECTION I. ALL WOOD TO BE GRADE ROUGH SAWN SELECT REDWOOD. 2. ALL WOOD TO BE TREATED WITH APPROVED WEATHER SEALER. 3. GATE TO BE SELF CLOSING AND SELF LATCHING 4. ATTACH ALL WOOD MEMBERS W/ GALVANIZED WOOD SCREWS COUNTERSINK AND PLUG. 5. CONTRACTOR TO PROVIDE ANTI-SAG HARDWARE AS REQUIRED @WOOD GARDEN GATE 6' NOTES: LEGEND: CD 6" SQ. CEDAR POST with½" CHAMFER @ FINISH SURFACE. "' SIMPSON POST BASE CB 66 TYPICAL INLINE POST FOOTING I. ALL WOOD TO BE GRADE ROUGH SAWN SELECT CEDAR. '-V ATTACH with MACHINE BOLTS & WASHERS per MANUF. SPECIFICATIONS 2. TURNBUCKLES TO BE INSTALLED@ 20" O.C. MAX. 3. INSTALL WIRE EYE AND TURNBUCKLE AT ALL CORNER POSTS. ©GARDEN FENCE (D ~" STAINLESS STEEL WIRE EYE LAG 0 STAINLESS STEEL TURNBUCKLE (1) at EACH RUN TYP. © ~" STAINLESS STEEL CABLE (j) COMPACTED SU BG RADE @ CONCRETE FOOTING 2500 P.S.I .. @ 28 DAYS. LEGEND: CD I" x 4" WOOD FRAME @ WOOD SPACER @ I" SQUARE WELDED WIRE MESH 0.11 BO" DIA. WIRE AVAILABLE THRU: McNICHOLS CO. CONTACT: 562.921.3344 OR APPROVED EQUAL (D 6" SQ. CEDAR POST with i" CHAMFER @ FINISH SURFACE. @ HEAVY DUTY SELF CLOSING HINGES per GATE CONTRACTOR. (j) GATE LATCH @ CANE BOLT ASSEMBLY (GARDEN SIDE ONLY) ;., I I \ ✓--/ =='- ' @,~-.Jr-!:_/ I SECTION ENLARGEMENT SCALE: I½"= 1'-0" Scale: I 11 = I 1-011 .. . ..... _. : .. . . . ... . . ·, -' ... . .. ·----:-• .o··~ : .. , .. - . . . . . • -,f----~ I ' GAA..GAT-WOO Scale: I 11 = I 1-011 GAR-FEN-WO□ "' LU I-z ~ "- 0 LU a:, ~ ~ "-~ "' ;;,, 14 ,.., I-LU LU I V, I-z LU 4 LU ~ ~ z LU LU LU V) V, LU ~ PLAN VIEW 6 SECTION 8" "' ~ 0.. u.. 0 "' LJ.J ~ LJ.J u f:o ;;,, 2' 5" 36" 36" -111=111 t 911 -@ ~K,,\--,1--,. -- z 0 12" ';.: -IL----¥-~ LJ.J LEGEND: CD 2X4 TRIM MANUF BY TREX 800.299.8739 (3.5" x 1.5" NOMINAL SIZE) @ 3.5'' x 3.5'' TREX RAIL SOLID POST 800.289.8739 @ SOIL MIX FOR RAISED PLANTERS. AVAIL THRU WHITTER FERTILZER (D HOSE BIB. PER PLUMBING CONTRACTOR 0 GEOTEXTILE FABRIC @ HEDGE on OUTSIDE of FENCE -SEE SHRUB PLAN SHEET 21 (j) COMPACTED SUBGRADE @ CONCRETE FOOTING -2500 PSI @28 DAYS Ci) FINISH SURFACE. @ GALVANIZED METAL STAKE ([j) ATTACH TRIM WITH (2) 3" FASTENMASTER TRAPEASE COMPOSITE -DECKING SCREWS TO MATCH WOOD COLOR. BY OLYMPIC FASTENERS @ 2"THICK MULCH BED @ DECOMPOSED GRANITE @ 2x6 TREX SQUARE EDGE BOARD. 800.289.8739 - SCREW INTO TREX POST AND TRIMS PIECES. @) 3" OF GRAVEL FOR DRAINAGE. NOTES: I. FOOTING TO BE POURED AGAINST UNDISTURBED SOIL OR RECOMPACTED SOIL PER STRUCTURAL SOILS REPORT. _______, POTABLE WATER ONLY AT ALL HOSE BIBS. POTABLE WATER at GARDEN WILL BE PROTECTED by CITY APPROVED BACKFLOW PREVENTER at POTABLE WATER METER AS PROVIDED BY CIVIL ENGINEER PLANS. Scale: I 11 = I 1-011 GAA-WOD-PlA ' 1 AS BUILT" TITLE, _____ _ DATE @ 1211 HT RAISED WOOD PLANTER APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDlNG PRECISE LOCATION OF PLANTING AREAS. REVIE\-/ED BY, INSPECTOR DATE DATE PREPARED: 9.27.11 I st CITY SUBMITTAL 11.3.11 2nd CITY SUBMITTAL 11.23.11 2nd D.E.H. SUBMITTAL 12.08.11 3rd CITY SUBMITTAL 2.02.12 4th CITY SUBMITTAL ----- 2.10.12 Approval I S,Eo APPROVED: C.I .. TY OF CA. RLSBAD 11 SHEETS I PLANNING DEPARTMENT 24 --. - CONSTRUCTION DETAILS ---+---+--+----+---I L'..P-"=-LA=NN=IN=G ___ ~-_-_-_-_-_-_________ -~-~D_A_TE===-=: MJSDesign Group.. _j_-----l-------+--f----t---t-:c=c:-.,.--1 DWN BY:.___ PROJECT NO: DRAWING NO: lsarl~~p,mhUecl,M<Pl,oaiag<Desiga DATE INITIAL REVISION DATE INITIAL DATE INITIAL CHKDBY: __ SDPQ6-12(A) 473-2L ENGINEER OF WORK DESCRIPTION OTHER APPROVAL CITY APPROVAL u:,R"-"-VW"-"'-D:c.=== 9' r L------\ PLAN VIEW I L{[j) b -------, --- SEE ENLARGEMENT FO GATE LAYOUT FRONT ELEVATION NOTE: 3'0PENING CONTRACTOR TO SUBMIT SHOP DRAWING FOR ALL METAL FABRICATION TO LANDSCAPE ARCHITECT FOR APPROVAL. BRICK CAP 24" C.M.U. 5" Tl = C ____ _,,o NOTES: I. GATES SHALL BE EQUIPPED W/ SELF-CLOSING & SELF-LATCHING DEVICES -THE SELF-LATCHING DEVICE ShALL BE DESIGNED TO KEEP THE GATE SECURELY CLOSED, 2, ALL STEEL SHALL BE PAINTED WI I COAT BASE PRIMER & 2 COATS SEMI-GLOSS. 3, ALL WELDS TO BE GROUND SMOOTH, FENCE CONTRACTOR SHALL SITE VERIFY EXACT SIZE OF FENCE PRIOR TO FABRICATION. 4, LOCATION OF FENCE SHALL BE APPROVED BY LA PRIOR TO INSTALLATION 5. PILASTER CELLS TO BE GROUTED SOLID, 6, STRUCTURAL DETAILS PROVIDED BY I I • 0 ' f-., 18 19 21 r------ ::i 13 ~ u '-t- ~ co SECTION PILASTER SECTION METAL ARCH SECTION I !'' I □ II II II II II II II II ! I r,jl_ II II PER STRUCTURAL ENG. LEGEND: CD TUBULAR STEEL GATE FRAME 11" SQ, (D 2" SQ. POST. G) SELF-CLOSING/LATCHING GATE PER CONTRACTOR. ELECTRICAL KEY PER DIRECTION OF OWNER. (!) HEAVY DUTY SELF CLOSING HINGES PER GATE CONTRACTOR. @ 5/8" DIA TUBULAR STEEL RAIL RADIUS AS SHOWN WELD TO GATE FRAME. © CAST STEEL LEAVES. # 14-L6033 LEAF WELD TO TUBULAR STEEL RAIL AVAIL THRU KING METALS 800.542.2379 G) 1" THICK SOLID PANEL AT BASE OF GATE @ NOTUSED ® (3) METAL MEDALLIONS #45-C65 AVAIL THRU KING METALS 800.542.2379 @ FORGED STEEL BALUSTER# 13-45115-003 AVAIL THRU KING METALS 800,542.2379 @ HANGING LIGHT FIXTURE @ CONDUIT TO LIGHT INSIDE OF I !" METAL POST @ 24" SQ. CMU PILASTER W/ STONE VENEER AND BRICK CAP @ FINISH SURFACE/PAYERS. @ CONCRETE FOOTING 2500 P.S.I.@ 28 DAYS. REFER TO STRUCTURAL DETAIL 2,SHEET S-2. @ RECOMPACTED SUBGRADE PER STRUCTURAL SOILS REPORT. @ I !"SQ.TUBULAR STEEL ARBOR POST. (4) TOTAL. CONNECTION TO PILASTER PER STRUCTURAL ENGINEER @ CAST IRON BASE.# 45-234-112 AVAIL THRU KING METALS 800.542.2379 @ RECYCLED BRICK CAP -SEE FINISH SCHEDULE SHEET LC-7.1 @ STONE VENEER -SEE FINISH SCHEDULE SHEET LC-7.1 @ BXBXl6 C.M.U. BLOCK @ CAST IRON FINIAL# 345-LLAVAIL THRU KING METALS 800.542.2379 3'0PENING ,.......,,£2 6\---- EQ GATE ENLARGEMENT I !11 = 11-011 9 Scale: 3/4 11 = I 1-011 @ METAL ARCH with TUBULAR STEEL GATE at ENTRY TO COMMUNITY GARD~t! APPROVED FOR PLANTING AND IRRIGA1,ION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 11 AS BUILT" TITLE _______ _ DATE REVIEWED BY, lNSPFCTOR DATE I-D_A_TE-P-+RE-PARE-D,_-+=.=.c..c.=-"-'--"-~+-----+---+---+---1 I S,HEE,T I ITY OF CARL BAD I SH2E4ETS I 9.27.11 I st CITY SUBMITTAL 11 3 I I 2nd Cl S BM AL PLANNING DEPARTMENT .. TY LI ITT :::::::==-=============--'===: 11.23.11 2nd D.E.H. SUBMITTAL 12.08.11 3rd CITY SUBMITTAL 2.02.12 4m CITY SUBMITTAL 2.10.12 Ap~roval ---------,----+--+-----+----I APPROVED: CONSTRUCTION DETAILS DATE PLANNING 1-----+----+-------j------f---t---~ MJSDesign Group .• 1-----+---+------+-----+--+-~---+-c---,-,--1 DWN BY: __ _ Loods~peArohilocicre•P•calcg•D~o, DATE INITIAL REVISION DATE INITIAL DATE INITIAL CHKD BY: __ _ PROJECT NO: DRAWING NO: ENGINEER OF WORK DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD: SDP 06-12 (A) 473-2L @ Ci.ikio, inc. 0,':il Lill LENGTH OPTIONS Jg: 6' BENCH D 8' 3ENCH NOTES ® r ,. ,;,, lB 9/16' 9/•6' • J10lf:S 1· J/•· ( 1,0-60) I 1-------·-~ 95 J/4' ( 190-80) ------~,,-i r 1/<' X I 1/2" Sll. llAfl ' .. \_ 1 1/'i.' Sa-I 4C STI.. PIP£ I I 1'/16' 10. ) \ \_ 3/8" Tl1K. STL Pi.<!£ ---------73• { 190-50) ________ _, 97' { 190-B0 I 1,) ALL STI.. MEMBERS COATED W/ ZINC RICH COATING THEN POLYESTER POWDER COATED. 2.) BENCH IS SHIPPED UNASSEMBLED. 3.) 1/2' X 3 3/4' EXPANSION ANCHOR BOLTS PROVIDED. -·· ::,'CAL( : NONE ml£: BENCH --DATE DRA~N : 09 23 10 DuMor, . DRAWN BY : ESS R['I, DRAWING inc. NUl,lllER SHEET DATE RE\I. : A 190 SERIES P.O. Box 142 Mifflintown, PA 17059-0142 1 Of 2 11£'1, BY : .. , .............................. ~---·------ BENCH -SURFACE MOUNT 2" at PU\NTING AREAS SLOPE PER GRADING PLA.N LL .... = = = =11 I 1=1 ! 1=1 IEJJL_JJJ SECTION LEGEND: (D 3" DEPTH STABILIZED DECOMPOSED GRANITE BED. COLOR: NEWCASTLE BROWN D.G. 1/2" MINUS CD 3" DEPTH CLASS 2 ROAD BASE AT 95% COMPACTION G) 2 x 4" REDWOOD HEADER (D FINISH GRADE ® COMPACTED SUB-GRADE @ I x 2 x 16" REDWOOD STAKE at I 0'-0" o.c. MAX. & at ALL CHANGES of DIRECTION, SECURE with (2) BD GAL V. NAILS. N. Scale: 1-1 /211 = I 1-011 © STABILIZED DECOMPOSED GRANITE GAA-01:C-GRA .s. FOUNTAIN EQUIPMENT NOTE: FOUNTAIN EQUIPMENT TO BE PU'.CED IN SATELLITE PUMP VAULT, SEE PU'.N,AND HAVE A MINIMUM OF THE FOLLOWING EQUIPMENT: -PUMP -FILTRATION SYSTEM -INLINE BROMINE MODEL: RDP-1 PRE-FABRICATED DIRECT BURIAL PUMP thru ROMAN FOUNTAINS or EQUAL NOTES: I. FOUNTAIN CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR APPROVAL BY U'.NDSCAPE ARCHITECT AND OWNER PRIOR TO CONSTRUCTION. 2. WATER LEVEL NOT TO EXCEED 18" DEEP. 3. WATERPROOFING PER FOUNTAIN CONTRACTOR TILE SEALER NOTE: APPLY 511 IMPREGNATOR SEALER TO TILE BEFORE GROUTING TO AVOID THE GROUT STAINING THE TILE AND THEN AFTER GROUTING ANOTHER APPLICATION TO TILE AND GROUT. • INSTALLATION IS REQUIRED BY OTHERS. • ALL EDGES TO HAVE 1/ 4• RADIUS MIN. • MANUFACTURING TOLERANCE ±1/4". • PRODUCT: QR-URN364BP • QUANTITY:_ • CONCRETE COLOR: ___ _ • CONCRETE TEXTURE: ___ _ • SEALER: STANDARD GLOSS SEALER • 2'DIA, STD, DRAIN HOLE • INCi IJDfS INTERIOR WATER SEAU\NT • STD. COLOR & TEXTURE OPTIONS FOUNTAIN DRAINAGE: NO FOUNTAIN DRAINAGE TO BE PROVIDED. APR0X. WT. 2.1 D4 LBS. (CIISTOtliR 10 OfllDM) • IMl """ IJJL) Authorized Slgnafura Oaf■ ~ ~~nrig obc,fe or stomping lli'i!i drofllNJ "opproJ or "oo exceptkin takan" oulhoriiutloo is_tlviii lo .9Jil~. Crete lo prodoce lhi dralri111 C11 shown 'l,Khll o 1/4 lolermce. 36Q 26 7 /8" 0 33" ''.(a ,. _ 16 1/4" ac SECTION VIEW • TILE FINISH SCHEDULE ITEM ® SURFACE EDGE BULLNOSE TILE 0 DECORATNE FIELD TILE ® CORNER ROUND TILE © FIELD TILE 0.0. IOP O,D 43~ MANUF/SUPPLIER TIERRA Y FUEGO 877.945.4900 TIERRA YFUEGO 877.945,-1900 TIERRA Y FUEGO 817.945.4900 TIERRA Y FUEGO 877.945."1900 -19 1/8~ I.D PIJ..N VIEW 17 3/<" j BCJT101,,! G_D. ELEVATION VIEW MODELJCOLOR/FINISH COMMENTS SANT A BARBARA COLLECTION WHITE GROUT with 511 MODEL: ITEM#: 20207 IMPREGNATING SEALER COLO!c T.B.S. SIZE: 2"x6" GLOSS FINISH SANTA BARBARA COLLECTION WHITE GROUT with 511 MODEL: SANTA FE 2 IMPREGNATING SEALER ITEM #: 20026 SIZE: ◄,25" K 1.25' x 3/8" GLOSS FINISH SANTA BARaARA COLLECTION WHITE GROUT with 511 MODEL: ITEM #:20133 IMPREGNATING SEALER COLOR: T.B.S. SIZE: l"x6"x3/8" GLOSS FINISH SANTA BARaARA COLLECTION WHITE GROUT with 511 MODEL, YELLOW QUAR1Z IMPREGNATING SEALER ITEM#: 20104 SIZE: -4.25" x 4.25" x 3/8" MATTEFIN~H ....I ....I w I V) z ~ z ::J co 0 LL '<I'" UJ I-UJ ex:: u z 0 u F-- PLAN VIEW ~ .... co ELEVATIONS LEGEND: CD CD DECORATIVE POTTERY AVAILABLE THRU: QUICKCRETE MODEL: UQR-URN3648P COLOR: CUSTOM ORANGE· COLORBURST GLAZES FINISH: SMOOTH-Tl SEALER: GLOSS CONTACT: BRIAN GOTZ -714.309.6564 FILL POT WITH COBBLE. WATERPROOFING OF POTTERY PER CONTRACTOR TILE CLAD P.I.P CONCRETE PEDESTAL-DIMENSIONS DETERMINED BY TILE MODULE TO MINIMIZE DECORATIVE TILE CUTS 2" x 6" BULLNOSE BORDER TILE -SEE FINISH SCHEDULE THIS SHEET 4.25" x 4.25" DECORATIVE TILE -SEE FINISH SCHEDULE THIS SHEET I" x 6" CORNER ROUND TILE -SEE FINISH SCHEDULE 4" x 4" FIELD TILE -SEE FINISH SCHEDULE DRAIN -CONNECT TO SEWER SYSTEM. FINISH SURFACE. TILE. TILE CLAD POURED IN PU\CE CONCRETE SHELL-THICKNESS AND REINFORCEMENT PER FOUNTAIN CONTRACTOR. @ SUBMERSIBLE LIGHTING FIXTURES (4) -PER FOUNTAIN CONTRACTOR -0 5 9' CONCRETE FOUNTAIN SHELL Scale: 3/4 11 l ,, I 1-011 F1N-BJ>.SI: @ WATER FEATURE at COURTYARD APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTJNG AREAS. "AS BUILT" I TITLE--------DATE RFVIE\-/ED BY: ,NSPECT □R DAlE DATE PREPARED: 9.27.11 11.3.11 1st CITY SUBMITTAL - 2nd CITY SUBMITTAL ~---+-----+---+---+------t I SlHE2ET I ITY OF CARL BAD I SH2EE4TS I PLANNING DEPARTMENT :=:::====:'....':::===========:'.._'.:::=====; 11.23.11 12.08.11 2.02.12 2.10.12 2nd D.E.H. SUBMITTAL lrd CITY SUBMITTAL 4th CITY SUBMITTAL Approval CONSTRUCTION DETAILS l--~l----l-----+----+---t--t-------11 APPROVED 1~.J:l Cr-t::l,\.,J;r . PLANNING MJSDesign Group .. 1-------1-----+-------+---1---+---1---1 DWN BY: PROJECT NO: DRAWING NO: L,ods~p, An:hilee"~' Pl,oclog' D~lgo DATE INITIAL REVISION DATE INITIAL DATE INITIAL CHKDBY: __ _ SDP 06-12 (A) 473-2L ENGINEER DF WORK DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD: A. 1. 2. 3. 4. 5. 6. 7, B. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. B. 1. 2. 3, A. B. C. 0. E. F. G. H, ,. J. K. L. M. C. 1. 2, 3. GENERAL NOTES BIDDING: IT SHALL BE THE OWNER'S RESPONSIBILITY IN INVITING AND OBTAINING BIDS, SITTlNG ITS PROVISIONS AND INSTRUCTIONS TO BIDDERS, SECURING THEIR BONDS AND WORKERS COMPENSATION INSURANCE CERTIFICATES, ETC. TO FULLY ENSURE THE QUALITY AND TIMFLY COMPLETION OF THF PROJECT. SCOPf Of \,YORK: CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES NECESSARY TO FURNISH AND INSTALL ALL ELEMENTS AS SHOWN ON THE Df~AWING AND SPCClr l[D HtHClN, PlAN YffilFlCATION, THE DRAWING AND SPECIFICATIONS REPRESENT THE FINISH CONSTRUC110N PRODUCT, THESE DOCUMENTS MAY CONTAIN ERRORS, OMISSIONS, CONTRADICTIONS, ETC. THE CONTRACTOR SHALL REVIEW ALL DOCUMENTS THOROUGHLY AND SHALL NOTIFY THE LANDSCAPE ARCHITECT AND OWNER IMMEDIATELY UPON ANY SUCI I DISCRCPANCY. G0VCRNING CODES SHAL.l THEN APPLY. LIC[t,!S[: THE CON1RACTDR SHALL GE A CALlrDRNIA LICENSED CONTRACTOR. UNIFORM BUii PING C0Df: ALL CONSTRUCTION WITHIN THESE DRAWINGS SHALL CONFORM TO THE CURRENT EDITION OF THE UNIFORM BUILDING CODE AND ALL APPLICABLE GOVERNING CO~FS AND ORDINANCFS, FIE' n VEi:;,IFICATI0~: C0NIRACI0R SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BffDRE STARTING WDRK. OWNER AND LANDSCAPE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. DIMENSIONS, ALL SCALE DIMENSIONS ARE APPROX:MATE, WRITTEN DIMENSIONS ON DETAILS AND PLANS TAKE PRECEDENCE OVER SCALED DIMENSIONS. MOH0DS OF CONSTRUCTION~ THE CONTRACTOR IS SOLELY" RESPONSIBLE FDR ALL CONSTRUCTION METHODS, MEANS, SEQUENCES, PROCEDURES AND lECJ-INIQUES. JHE LANDSCAPE ARCHITECTURAL FIRM IS NOT LIABLE FOR CONSTRUCTION METHODS, urn IDES~ THE CONTRACTOR SHALL BE RESPOl-.!SIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND UTILITIES, ELEClRICAL CABL[S, CONDUITS, AND IRRIGATION LINES PRIOR TO ANY CONSTRUCTION, SD THAT PROPER PRECAUTIONS MAY BE TAKEN NOT TO DAMAGE SUCH IMPROVEMENTS. PERMITS AND INSPECTIONS: THE CONTRACTOR SHALL OBTAIN, COORDINATE AND PAY FOR ALL PERMITS, FEES AND AGENCY INSPFCTIONS AS RFQUIREO. SHOP DRAWINGS, SHOP DRAWINGS SHALL BE SUBMITTED BY Tll[ CONJRACJOR rDR lliE CLARIIICATIDN OF ALL DESIGN CONCEPT DETAILS, IF REQUIRED BY OWNER OR GOVERNING AUTl,ORITY. LIABLE FOR D@AGE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED BY ITS OPE'lATIONS TO UTILITIES, PLANTING, CDNSTRUCTION, PERSONS, PROPERTY, ETC. AND SHALL PROVIDE PROTECTIVE IIEANS TD GUARD AGAINSl DAMAGL LIABLE [OR ENCROACHMENT, THE CONTRACTOR SHALL BE RESPONSIBLE FDR ANY ENCROACHMEl-n ON"ro ADJACENl PROPERTY, RIGHT-OF-WAYS, EASEMENTS, SETBACKS OR ANY OTHER LEGAL PROPERTY RESTRICTIONS EITHER MARKED OR UNMARl<ED. SITE MAINTENMICE: CDNIRACIOR SHALL KCCP TI-JE PROJECT SITE CLEAN AND FREE FRDM RUBBISH AND DEBRIS. ALL DEBRIS SHALL BE REMOVED FROM SITE PER LOCAL CODE AND ORDINA~CES. .sAEfJ)'.': THE CONTRACTOR IS SOLELY RESPONSIBLE FOR INITIATING, M-'JNTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS DURING CONSTRUCTION. MATERIALS: ALL MATERIALS AND EQUIPMENT SPECIFIED IN THESE DRAWINGS SHALL BE NEW AND IN PERFECT CONDITION WHERE INSIALLED. CONIRAClOR SHALL ALLOW AT LEAST 6-8 WEEKS FROM TIME OF PLACEMENT OF ORDFR UNTIL DFLIVffiY ON ANY SPECIFIED ITEM UNLESS OTHERWISE NOTED ON PLANS. SLIBSTIIUTIONS: DESIGN, MATERIAL, EQUIPMENT AND PRODUCTS OTHER THAN THOSE DESCRIBED DR INDICATED ON DRAWINGS MAY BE CONSIDERED FOR USE. APPROVAL FOR SUBSTrTUTIDNS SHALL BE OBTAINED FROM THE OWNER AND LANDSCAPE ARCHITECT. ALL SUBSTITUTIONS SHALL CONFORM TO LOCAL COD[S AND ORDINANCES. GUARANTEE, ALL WORK PERFORMED BY CONTRACTOR SHALL BE GUA.RANTffD BY Tl-IE CONTRACTOR roR A PCRIOD or ONE YEAR FROM THE T:ME OF COMPLETION AS DIRECTED BY OWNER, OR UNLESS OTHERWISE SPECIFIED HEREIN. FIELD OBSERVATIONS RFQIJIRfP Flfl D OBSERVATION ~ORK: THESE PLANS WERE PREPARED WITH THE UNDERSTA DING THAT THE OWNER OF SAID PLANS WILL USE PROFESSIONAL DESIGN ASSOCIATES lD PROVIDE 'FLJU.' CONTRACT SERVICES INCLUDING FIELD OBSERVATION SERVICES DURING CONSTRUCTION, FAILU.~E TO USE PROFESSIONAL DESIGN ASSOCIAI ES IO PROVIDE AND COMPLETE THE FIELD OBSERVATION SERVICES SET FORTH HEREIN WILL SIGNIFICANTLY INCREASE THE ~ISINTERPRETATION Dr THE INTENT OF THE DESIGN. UNAUTHORIZED MODIFICATIONS THERETO, AND FAILURE TO DETECT ERRORS AND OMISSIONS IN THE PLANS AND SPECIFICATIONS BEFORE THEY BECOME COSTLY MISTAKES BUILT INTO THE PROJECT. THEREFORE, IN THE EVENT THAT PROrESSIDNAL DESIGN ASSOCIATES IS OTHERWISE PRECLUDED FROM COMPLETING THE FIELD OBSERVATION SERVICES SET FORTH HEREIN. THE OWNER, OR SUBSEQUENT OWNER (INDIVIDUALS OR CDRPORAllDNS WHO HAVE PURCHASED THESE PLANS WITH THE PROJECT), AGREES TD HDLD HARMLESS, INDEMNIFY, AND DEFEND PROFESSIONAL DESIGN ASSOCIATES AND THEIR CONSULTANTS FROM AND AGAINST ANY AND ALL CLAIMS. Fifi D OBSERVATION COORDINAJION~ 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-EIGHT (4B) HOURS IN ADVANCE OF ANY OBSERVATION. CONTINUFD WORK WITHOUT OBSERVATION OF THESE PHASES OF WORK IS AT THE CONTRACTOR'S RISK, WITH ANY R[QUIRCD Ct IANGCS OR MODltlCATIONS TO BC AT CONTRACTOR'S EXPENSE THE OWNER (JOB SUPERINTENDENT) SHALL INFORM THE LANDSCAPE ARCHITECT AS TO THE PURPOSE AND TIME DF THE OBSERVATION FORTY- CIGI IT (48) HOURS IN ADVANCE. JOB SITE MEETINGS AND REQUIRED INSPECTIONS; PRE-JOB MEETING ON SITE -PRIOR TO COMMENCEMENT OF WORK DURING SOIL PREPARATION FOR PLANTING AND IRRIGATION, CONSTRUCTION STAKING AND LAYOUT OBSERVATION. ROUGH CONSI RUCIION PROGRESS OBSERVATION (FOR~ING, ETC.). AT COMPLETION OF SOIL PREPARATION. PR[SSURE TEST IRRIGATION, MAINS AND LAfCRALS. COVERAGE OF IRRIGATION SYSTEM. COMPLETION OF WEED CONTROL. PLANT MATERIAL SPOTTING CHECK. GRADING CHECK PRIOR TO GROUNDCOVER, COMPLETION DF PLANTING. 30, 60 & 90-DAY .tAAINTENANCE INSPECTIONS. FINAL OBSERVATION/PROJECT CERTIFICATION. DRAINAGE NOTES SCOPE OE WORK: CONTRACTOR SHALL PROVIDE ALL LABOR, MAlERIALS, EQUIPMENT AND SERVICES FOR THE INSTALLATION or A SUBSURFACE DRAINAGE SYSTE~. IICENSE, THE ORAl~AGE CONTRACTOR SHALL BE A C-27 LICCNSCD LANDSCAPE CONTRACTOR OR UC[NSED PER APPROPRIATE LOCAL CODES. UNlmRM mm DING CODE: ALL DRAINAGE CONSTRUCTION SHALL CONFORM TO THE CURRENT EDITION OF THE UNiFORM BUILDING CODE AND ALL APPLICABLE GOVERNING AGEl',lCIES. 4. 5. 6. 7. B. 9. 10. 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 COOROlllATE THROUGH THE OWNER ALL REQUIRED AGENCY APPROVALS. CONTRACTOR SHALL COOPERATE WITH THE OWNER AND OWNER'S ENGINIEER FDR LINE AND GRADE INSPECTION. flEJ D VERIFICATION: CONTRACTOR SHALL VERIFY ALL Dli.JENSIONS AND SITE CONDITIONS BEFORE START NG WORK. OWNER AND LANDSCAPE ARCHITECT SHALL BE NDTIFICD IMMEDIATELY OF ANY DISCREPANCIES. lJTILITTESc CONTRACTOR SHALL LOCATE AND TAKE ALL PRECAUTIONS NECESSARY TO PREVENT UNDERMININ!G AND DAMAGE TO EXISTl~G UTILITIES. COORDINATION, CONTRACTOR SHALL COORDINATE \1/ITH APPROPRIATE TRADES TO LOCATE PIPE (IRRIGATION, EXISTING DRAINAGE, ELECTRICAL, ETC.) INFRINGING Will l DRAIN AND DRAIN LINES LOCATIONS BEFORE STARTING WORK. TRENCHING: PIPE TRENCH SHALL BE EXCAVATED STRAIGHT AND TRUE TO GRADE, IN GENERAL THE TRENCH WIDTH SHOULD NOT CXC[[D lllE DlAMEfER OF THE PIPE PLUS TWO FEET. TRENCH BOTTOM SHALL BE GRADED AND PREPARED TD PROVIDE A FIRM AND UNIFORM BEARING SURFACE THROUGHOUT ENTIRE LENGIH OF PIPE. SlJBGRADE: ALL SUBGRADE STABILIZERS FOR SUBSURFACE DRAINAGE SYSTEM SHALL BE PER STRUCTURAL SOIILS R[PORT. ~: SWALE LINE SHALL HAVE A 2% MINIMUM PITCH CONTINUALLY TD THE DRAIN INLET TO THE CATCH BASIN OR DISCHARGE POINT. SWALES SHALL HAVE A GENTLE UNIFORM CROSS PITCI I WITI IOUT ANY UNEVEN OR ABRUPT TRANSITIONS. ~: DRAIN INLETS OR CATCH BASIN SHALL BE LOCAIED AT SY/ALE LOW POINTS. ALL AREA DRAINS, CATCH BASINS, ETC. SHALL CONFORM TO ALL SPECIFICATIONS AND RECOMMENDED INSTALLAllON PROCFDURES OF MANUFACTURER. DRAIN LINES: ALL DRAIN LINES SHALL BF ~• (U'NLF:SS OTHERWISE SPECIFIED BY OWNER) SDER 35, OR APPROVED BY LANDSCAPE ARCHITECT NON-PrnroRATED Tl.:BING, 'SOLVENT WELD ALL CONNECTIONS. ALL DRAIN LINES ON SLOPES TO 8E SCHEDULE 4D PVC OR APPROVED BY LANDSCAPE ARCHITECT. ALL DRAINAGE PIPE SHALL BE INSTALL[D PCR MANUIACTUR['S SPECIFlCATIONS. ALL CHANGES IN DIRECTION IN TI7E DRA!N LINE SHALL BE WITH 45' ANGLE FITTINGS, INSTALL DRAIN LINE 12" BELOW FINISH GRADE Mll,!MUM, C<CCPT WIICRC DRAIN LINES DAYLIGHT AT CURB. INVERT OF CURB DRAJNS 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 INLIT TO TI-lE DRAIN OUTLCT. CO''''ECT!O''~: ALL SUBSURFACE AND SURFACE DRAINAGE SYSTEMS SHAI.L BE CONTAINfD WITHIN THE PROPERTY IT SERVES. ALL DRAIN INLETS SHALL BE CONNECTED TD A CENIRALIZED SYSIEM WITH DRAIN OUTLIT WHICH EXITS AT CURB FACE OR CONNECTS INTO STORM DRAIN SYSTFM PFR CIVIL ENGINEER. RAcKEH I ING'. ALL BACKFILLING SHALL BE DONE IN ACCORDANCE WITH STRUCTURAL SOILS REPORT. INSTAI LATION UPKEEP: INTERIOR OF PIPE SHALL BE THOROUGHLY CLEANED OF ALL FO~EIGN i~ATTER PRIOR TO, DURING AND AITTR INSTALLATION. CONTRACTOR SHALL MAINTAIN THE PROJECT SITE THROUGHOUT THE PROGRESS OF TII[ WORK IN A REASONABLE, DRY WORKABLE CONDIIION FREE OF SURFACE WATER. DFEfCJ5: ALL DEFECTS IN DRAINAGE SYSl[M SI IALL BE CORRECTED THROUGH THE GUARANTEE PERIOD SPECIFIED 17EREIN AT rHE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNFR. CONCRETE NOTES SCOPE OF WORK: CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES FOR THE INSTALLATION OF ALL CONCRETE FLAW/OqK INDICATED ON THESE PLANS. PLAN VERIFICATION: THE CDNTRACTDR SHALL NOTIFY OWNER AND LANDSCAPE ARCHITECT IMMEDIATELY or ANY DISCREPANCIES OR OMISSIONS ON ALL DRAWINGS. LICENSE, THE CONCRETE CONTRACTOR SHALL BE A C-B CALICORNIA LICENSED CONCRACTOR, OR A C-27 LICENSED LA'-IDSCAPE CONTRACTOR IF CONCRETE IS APPURTrNANT TD LA~DSCAPE WORK. UNIFORM BlJII DJJ'IIG CODE: ALL CONCRETE CONSTRUCTION SHALL CONFORM TO THE CURRENT EDITION OF THE UNIFORM BUILDING CODE AND ALL APPLICABLE GOVERNING AGENCIES. F1ELD VERIFICATION, CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SIT[ CONDITIONS BEFORE STARTING WORK. OWNER AND LANDSCAPE ARCHITECT SHALL BE NOTIIFIED IMMEDIATELY OF ANY DISCREPANCIES. COORDINATION, CONTRACTOR SHALL COORDINATE WITH APPROPRIAlE IRADES 10 LOCATE PIPE SLEEVES, (IRRIGATION, DRAINAGE, ELECTRICAL ITC.), BENEATH OR EMBEDDED IN CONCRETE BEFORE STARTING WORK, S01.L PREPARATION~ ALL EXCAVATION, GRADING, COMPACTION, ETC. SHALL BE IN ACCORDANCE WITH REcoMMENDAllONS OF !HE SlRUCTURAL SOILS REPORT. ALL SOIL MODIFlCATIONS SHALL BE UNDER THE SUPERVISION or A SOILS ENGINEER. SlJBGRADf! ALL SUBGRADE MATERIAL, SAND, CRUSHED AGGREGATE, ETC., AND THEIR COMPACTION SHALL BE PER S1RUCTURAI. SOII.S ENGINEER SPECIFICATIONS. ROCK AND SAND SPECIFICATIONS, SAND AND AGGREGATE FOR CONCRITE SHALL BE CLEAN, NATURAL MATFRI.ALS CONFORMING TO ASTM DESIGNATION C33. .wA!fB: WATER FOR CONCRITE SHAU BE CLEAN AND FRFF FROM DELETERIOUS SUBSTA~CES. J;EMoo, CEMENT SHALL BE PORTLAND CEMENT CONFORMING TO CURRENT REQUIREMENTS OF ASTM C-150, TYPE 1 OR lYPE II. CEMENT SHALL BE DF THE SAME BRAND AND TYPE USED THROUGHOUT THE PROJECT. ML'<JW, PROPORTIONING AND MIXING OF CEMENT, AGGREGATE, ADMIXTURE AND WATER TO ATTAIN REQUIRED PLASTICITY ANO STRENGTH SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE ACI MANUAL OF CONCRETE PRACTICE AND THE PCA "DESIGN AND CONT~OL OF CONCRCT[ lalXTURES". coMeREss1yr smENGJH □F coNcRm: ALL coNcRm SHALL ATTAIN A UfNIMUM COMPRESSIVE STRENGTH OF 2,000 P.S.I. AT 28 DAYS WITH A SLUl.iP NDT TO EXCEED 4" CONFORMING WITH ASTM C-39. CONCRETE SHALL CONSIST OF A Ml~IMUM 5 SACK PORTLAND CC~ENT/SANO/GRAVEL MiX, CONFORMING WITH ASTM C-150. CONCRITE FORMS: OWNER AND LANDSCAPE ARCHIT[CT SHALL APPROVE ALL CONCRETE FORMS PRIOR TO POURING ELATWDRK. 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 MAINlAIN POSnlDN AND SHAPE DURING PLACING OF REll,FORCING AND CONCRETE. FORMS SHALL BE THOROUGHLY CLEANED OUT BEFORE CONCRETE IS PLACED AND FORMS SHALL BE REl~OVED WIIHOUT DAMAGE TO CONCRETE. CARE SHALL 3E TAKEN IN ALL DETAILS OF FORMING, SETTING, REINFORCING. MIXING AND PLACING ALL CONCRCTE [XPOSCD IN flNISH WORK 10 OB"IAIN SMOOIH, EVEN SURFACES OF DENSE CONCRETE, AND CLEAN SHARP INSIDE ANO OUTSIDE CORNERS. FORMS SHALL REM-'JN IN PlACF LONG FNOUGH TO AI_LOW CONCRCT[ TD SIT PROPERLY. CDtiCRETE REINFORCING STEFL· CONCRITE, AS INDICATED PER PLANS, WITH STEEL SHALL BE GRADE 60, DEFORMED BILLET STEEL CONFORMING TO ASTM A-615. LOCATE IN CENTER OF POUR TYPICAL WITH 2' MINIMUM CLEAR AI_L EDGES. V{IRE MESH RE]NFORCEMENJ: CONCRElE, 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 CLEAR ALL CDGES. 17. 1 B, 19. 20. 21. 22. 23. 24, 25. 26. 27. 2B. E. 1. 2. 3, 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14, 15. THICKNESS OF COt:JCREJE! ALL CONCRFTE' Fl.ATWORK SHALL HAVE A MINIMUM THICKNESS OF 4". ALL THICKENED EDGES FOR CONCREIE FLAl'#ORK SHALL BE PER PLANS. A 1/2" RADIUS, OR PER PLANS, SHALL BE PROVIDED AT ALL EXPOSED FDGFS AND/OR CORNERS, CONCRETE FINISH: FINISH COURSE SHALL BE BROUGHT TO THE PROPER GRADE AND TO A UNIFORM SURFACE, CONCRITT COLORS AND FINISHES WILL BE PER CONST1WCTION PLAN. AU NATURAL CONCRETE WITH MEDIUM BROOM FINISH. BROOM FlNISH, BROOM FINISH (WHE,E INDICATED ON DRAWINGS), AETER FINISH TROWFLING, DRAW THE FOLLOWING BROOM TYPES ACROSS PERPENDICUU,R TO TRAFFlC FLOW OR IN THE DIRECTION AS INDICATED ON THE DRAWINGS. • FINE BROOM -FINE OR SOFT TEXTURED BR!STLES • MEDIUM BROOM -MEDIUM STIFF BRISTLES • HEAVY BROOM COARSE OR STIFF BRISTLES ROCK sALT Fl/:ilSH: APPLY ROCK SALT EVENLY OVER ENTIRE SURFACE JUST PRIOR TO FINISH TROWELING. PRESS SALT INTO THE SURFACE WITH TROWEL OR ROLLER SO THAT SALT IS EMBEDDED JUST BELOW SURFACE LCAVING THE TOPS or THE CRYSTALS EXPOSED. ALLOW CONCRETE TO CURE. FINISH SHALL BE LIGHT, MEDIL'M OR HEAVY PER DIRECTION OF LANDSCAPE ARCHITECT. RETARDANT FINISH: CONCREIE SURFACE SHALL BE EXPOSED USING LITHACHROME CONCRETE SURFACE RETARDER OR APPROVED EQUAL, APPLY IN ACCORDANCE TO ALL SPECIFICATIONS AND RECOMMENDED INSIALLAflON PROCEDURES OF MANUFACTURE, AGGREGATE FOR CONCRETE 60-40 PEA GRAVEL BLEND. COi DRFD CONCRITT: COLORS PER CONSTRUCTION P~N DR FINISH SCHEDULE. COLORS SHALL BE OF THE INTEGRAL TYPF MANUFACTIJRFD BY UA. SCOFIFc.D COMPANY OR APPROVED EQUAL. SURFACES DIRECTED BY LANDSCAPE ARCHITECT SHALL BE SEALED WITH LITHOCHRDME COLORWAX OR APPROVED EQUAL. APPLY IN ACCORDANCE TO ALL SPECIFICATIONS AND RECOMMENDED INSTALLATION PROCEDURES OF MANUFACTURE STAMPED CONCRETE: CONTRACTOR St-:ALL INSTALL S1AMP CONCRFTF PATTERNS TO CONFORM TO ALL SPFCIFICAT10NS AND RECOMMENDED INSTALLATION PROCEDURES DF MANUFACIURE, AND SHALL USE \4ANUFACIURE'S ~ECOMMENDED PATTERNS, TOOLS AND FORMS. CONTRACTOR SHALL USE RU83ER STAMPS OR AS APPROVED 3Y LANDSCAPE ARCl{ITECT. COLOR IIARDENER SllALL MAlCH CONCRETE COLOR AND BE APPLIED PER MANUFACTURE'S <ECOMMENDATIONS RELEASE AGENTS, AS PER PLANS, SHALL 3E APPLIED PER MANUFACTURER'S SPECJFICA1I0NS. CONCRETE SAMPLE, CONTRACTOR SHALL PROVIDE OWNER WIIH A 2' x 2' SAMPLE Of All CONCREIE FINISHES 8c SIAMP PATTERNS AS ::tER PLANS. SAMPI-ES SHALL BE APPROVED BY OWNER AND LANDSCAPE ARCHITECT PRIOR TO POURING ILATWDRK. CURING, CURE CONCRETE IN ACCORDANCE W,TH REQUIREMENTS OF 11--JE CURRENT ACI MANUAL OF CONCRETE PRACTICE. POSOOYE DRAINAGE: CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER DRAINAGE, WITHOUT PONDING ON ALL CONCRETE SURFACES. ALL CONCRCTE FLATWORK SHALL SLOPE MINIMUM 1% AWAY FRO~ BUILDINGS, WALLS, ETC., IN THE DIRECTION OF SITE DRAl~AGE. CONCRETE JOINTS: CONTRACTOR SHALL INSTALL JOINTS AS NOTED OR PER STRUCTURAL ENGINEERS SPECIFICATIONS. CONf,RETE WALKS (1 ESS THAN 8" o'} A TOOLED CONTROL JOINT, AT 1/4 DEPTH OF CONCRETE, SHALL BE PLACED 5' -O" 0,C. MAX., AT ALL CHANGES IN DIRECTION AND AT ALL INSIDE CORNERS, EXPANSION JOINTS WITH PREMOLDED 3/B" ASPHALTIC JOINT OR ETHAFOAM FELT AS PER OWNER'S SPECIFICATIONS, SHALL BE PLACED 20' -D'' O.C. MAX:. COtJCR□E PAVING: A TOOLED CONTROL JOINT AT 1/4 DEPTH or CONCRETE, SHALL BE PLACED AT PLUS/MINUS '40 SQ. FEET MAXIMUM, ALL CHANGES IN DIRECTION AND AT ALL INSIDE CORNERS. EXPANSION JOINTS WITH PREMOLDED 3/8" ASPHALTIC JOINT DR ETHAFDAM FELT AS PER OWNER'S SPECIFICATIONS, SHALL BE Pu\CED AT ± i 60 SQ. n. MAX. AD,JOINING EXISTING CONCR1Jr SURFACES: CONCREIE DFSIGNATED ON PLANS TO EET ALL EXISTING CONCRETE WALKS, DRIVEWAYS ETC. SHALL BE FLUSH AND INCLUDE AN EXPANSION JOINT BETWEEN THE SURFACES. DEFECTS, ALL DEFECTS IN CONCRETE WORK SHALL BE CORRECTED AT THE CONTRACTOR'S EX?ENSE TO THE SATISFACTION OF THE OWNER. MASONRY NOTES SCOPE Of WORK: CONTRACTOR SHALL PROVIDE ALL LABOR, MATFR1ALs, Fou1rf~nn AND srnv1crs rn coNsrnucT MASONRY STRUCTURES ,N□ICATED ON THESE PLANS. PLAN V[RIFICATION: THE CONTRACTOR SHALL NOTIFY OWNER AND LANDSCAPE ARCHITECT IMMEDIATELY OF ANY DISCR[PANCl[S OR OMISSIONS ON ALL DRAWINGS. LICENSE, THE MASONRY CONTRACTOR SHALL BE A C-29 CALIEORNIA LICENSED MASONRY CONTRACTOR, OR A C-27 LICENSED LANDSCAPE CONTRACTOR IF MASONRY IS APPURTENANT TD LANDSCAPE WORK. UNIFORlA OUILDlfJG CO'": ALL MASONRY CONSTRUCTION SHALL CONFORM TO THE CURR[NT CDITION or Tl IE LNWDRM BUILDING CODE, MASONRY DESIGN MANUAL AND ALL APPLICABLE GOVERNING AGENCIES. FIE! D YERIElcATIQt;J: CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. OWNER AND LANDSCAPE ARCHITECT SHALL BE NOTIFIEO IMMEDIATELY OF ANY D'SCREPANCIES. COORDINA,TION: CONTRACTOR SHALL COORDINATF WITH APPROPRIATE TRADES TO LOCATE PIPE SLEEVES, IRRIGATION, DRAINAGE, ELECTRICAL ETC., BENEATH OR EMBEDDED IN MASONRY WALLS, BEFORE STARTING WORK. SOIi. PREPARATION; ALL EXCAVATION, GRADING, coi.f PACTION, ETC. SHA-_L BE IN ACCORDANCE 'v'i"TH RECOMMENDATIONS OF THE STRUCTURAL SOILS REPORT. ALL SOIL 1,/0DIFICAIIONS SHALL BE UNDER IHE OIHECl!ON OF A SOILS ENGINEER. RCOK AND SAl<D SPECIFlcATIONSc SAND AND AGGREGATE FOR MASONRY SHALL BE CLEAN NATURAL MATERIALS CONFORMlllG TD ASTM DESIGNATION C-144 AND C-4D4, WAIER: WATER FOR CONCRETE SHAI_L BE CLEAN AND FREE FROM DELETERIOUS SUBSTANCES. .GEMEl,JT, CEMENT SHALL BE PORTLAND CEMENT TO CONFORMING TO CURRENT REQUIREMEIHS OF ASTM C-150, lYPE I DR TYPE II. CONCRETE Bl OCK: MASONRY UNITS SHALL BE TYPE II UNITS CONFORMING TO ASH~ 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. EXECUTION: LAY MASONRY IN STRAIGHT COURSES IN RUNNING BOND, Tl<UE TO PLANE AND PLUMB WITHIN 1/B" IN 10 FEET. FACES OF MASONRY UNITS SHALL BE ALL IN ONE PLANE. MAKE HORIZONTAL AND VERTICAL MORTAR JOINTS 3/8" 11 IICK. IDOL ALL JOINTS FLUSH. CUT UNITS WITH MASONRY SAW, MORTAR: MORTAR SHALL BE lYPE 's' AND CONFORM TO ASTM C-270. UNIFORMLY MIX IN THE RATIO 1 PART PORTLAND CEMENT TO 1/2 PART HYDRATED LIME OT 3 PART SAND. MORTAR TO MATCI I COLOR OF BLOCK OR PER PIAN. JIBQ!.!T, GROUT SHALL BE A FLUID CONSISTENCY AND MIXED IN TllE RATIO BY VOLUME, 1 PART CEMENT, 3 PARTS SA'4D, OR 1 PART CEMENT, 3 PARTS SAND. 2 PARTS PEAGRAVEL. GROUT SHALL ATTAIN A MINIMUM COMPRESSION STRENGTH DF 2,000 P.S.I. @ 28 DAYS. CQf,,iPRfSSIVV STRENGTH DE CONCRETE: ALL CONCRrT[ SHALL ATTAIN A MINIMUM coMPRESS!VE STRENGTH OF 2,000 P,S,I, AT 28 DAYS DR PER STRUCTURAL ENGINEER'S RECOMMENDATIONS WITH A SLUMP NOT TD EXCEED 4" CONFot~f~ING WITH Asn~ C-39. CONCRETE SHALL CONSIST OF A MINIMUM 5 SACK PORTLAND CEMENT/SAND/GRAVEL MIX, CONFORMING WITH ASTM C-15D. 1 6. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. F. 1. 2. 3. 4. 5, 6. f.AASONRY REINFORCING STEEL. : ST[[L SI IALL 8[ D[FORMED BILLET SIEEL CONFORMING TO ASTM A-6",5 EXCEPT THAT 1/4" TIES MAY BE PU\IN BARS. WIRE RElNFORCEMENT SI-ALL CONFORM TO ASTM A-82. .8E6,\B: ACCURATELY PLACE REINFORCING STEEL AS SHOWN DN THE DRAWINGS OR PER STRUCTURAL ENGINEER, POSl"IIV[LY SECURED AND SUPPORTED, NOT EXCEEDING 200 BAR DIAMETERS. IN SUCH A MANNER THAT NO MOVEMENT OCCURS WHEN GROUT IS POURED. REl~FORCING AND THE WIRES SHALL BE EMBEDDED IN THE GROUT. LENGTH OF LAPPED SPLICE SHALL BE A MINIMUM OF 40 BAR DIAMETERS FOR TENSION, 30 BAR DIAMETERS FOR COMPRESSION, OR AS PER STRUCTURAL ENGINEER RECOMMENDATIONS. THE THICKNCSS DF THE GROUT BETWEEN MASONRY UNITS Al,□ REINFORCING SHALL BE A MINIMUM OF 1/4" FOR FlNE GROUT AND 1/2" MINIMUM FOR COURS[ GRDLJ'I. FOOTINGS, CONCRETE FOOTINGS SHALL BE OF THE SIZE AND TYPE AS INDICAIED ON DRAWINGS OR AS PER STRUCTURAL ENGINEER'S SPECIFICATIONS. EARTHFORMS MAY BE USED FOR FOOTINGS ONLY WHERE SOIL IS FIRM AND STABLE AND CONCRETE WILL NOT BE EXPOSED. WEI PING: WELDING DF RCINFORCING ST[CL SI IALL CONFORM TO AWS D12-1 AND REQUIREMENTS OF THE AMERICAN WELDING SOCIETY, GROUTING: ALL MASONRY SHALL BE REINFORCED, G~OUT SOLID ALL CELLS WHICH CONTAIN REBAR, BOLTS ETC. GROUT CCLLS BELOW GRADE SOLID. AU. REINFORCEMENT, BOLTS ETC. IN MASONRY SHALL HAVE A MINIMUM GROUT COVERAGE OF 3/4". BELPW GRADE CONSTRUCTION: MASONRY CONTRACTOR SHALL BE RESPONSIBLE fOR BACKrlLLING A-L WALLS TO GRADES PER PU\N {OR PER C!VIL ENGINEER), FINISH GRADE VOR RUNOFF SWALE BEHIND ALL WALLS, PERFORATED DRAIN LINES COMPLDE AND CONNFCTrD 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 BACKrlLL OPCRATION. E>;PAN$KlN ,IOINJo, CONTRACTOR SHALL PROVIDE [XPANSION JOINIS Al CORNERS AND AT .30' -□" ON CENTER OR AS REQUIRED BY GOVERNING AGENCY. SURPLUS SOIL: MASONRY CONTRACTOR SHALL BF RESPONSIBLE FOR CLEARltsiG ALL 'SPOILS' OR SURPLUS SOIL ON SITE AS A RESULT OF MASONRY WORK. MAsONRY SAUPI E: CONTRACTOR SHALL PROVIDE TO OWNER A 4' , 6' SAMPLE PANEL OF ALL MASONRY WALL lYPES DN PLANS. SAMPLES SHALL BE APPROVED BY DY/NCR AND LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. STIICCO APPi !CATION: ALL STUCCO WORK SHALL CONFORM TO LATHING AND PLASTERING RCECRENCE SPECIFICATIONS OF THE CALIFORNIA LATI71NG AND PLASTERING CONTRACTOR'S ASSOCIA110N, INC. AND STANDARDS FOR PUBLIC WORK CONSTRUCTION. STUCCO APPLICATION SHALL CONFORM TO ALL SPECIFICATIONS AND RECOMMENDED INSTALLATION PROCEDURES OF MANUFAClURER. PLASTER PROPORTIONS: PL.ASTER FIN!SH TO INCLUDE: SCRATCH COAT -3/8~ THICK 1 PART PORTLAND CEMENT PLASTER AND 4 PARTS DAMP LOOSF SAND BROWN COAT -3/8" THICK 1 PART PORTLAND CEMENT PLASTER AND UP TO 5 PARJS DAMP LOOSE SAND COLOR FINISrl COAT -1/B" THICK PORTLAND C[MCNT ;::,LASTCR MIX WITH WAlER ONLY PORTLAND CEMENT PLASTER M1X INCLUDES, 1 PART PORL.AND CEMENl 1/4 PART HYDRATED LIME WATERPRODFlNG ADMIXTURE (PER MANUFACTURE'S SPECS.) PLASTER FINISH: ALL PLASTER FINISHES, TEXTURES AND COLORS SHALL MATCH REFERENCED ARCHITECTURE OR AS DIRECTED BY DWNER. CONTRACTOR SHALL SUPPLY A 2' x 2' SAMPLE OF ALL PLASTER FINISHES FDR OWNER'S A0 PROVAL, WATER SEAi: APPLY WATER SEALER TO ALL PU.STER FINISHES UNLESS OTHERWISE APPROVED IN WRI I ING BY OWNER. MASONRY VENEER/TILE: ALL TILE, BRICKS, PAVERS, PRECAST CONCRETE VENEER AND CAPS SPECIFIED ON PL.ANS TO B[ APPLIED PER MANUFACTURFR'S RFCOMl~ENDATIONS. SPECIAL UASo"= ''"' ' LIATERIALS, ALL SPECIAL WALL MATERIALS, FOAM ETC. SHALL CONFORM TO ALL SPECIFICATIONS AND RECOM~ENDED INSTALLATION PROCEDURES or MANUIACT JR[R. DEFECTS, ALL DEFECTS IN MASONRY WORK SHALL BE CORREClED THROUGH THE GJARANT[[ PCRIOD SPECIFIED HFRFIN AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. CARPENTRY NOTES PIAN YfRIFtCATION: THE CONTRACTOR SHALL NOTIFY OWNER AND LANDSCAPE ARCHITECT IMMEDIATELY OF ANY DISCRCPANCl[S OR □MISSIONS ON ALL DRAWINGS. LICENSE: THE CARPENTRY CONTRACrOR SHALL BE A C-29 CALIFORNIA LICENSED CARPENTRY CONTRACT OR A C-27 LICENSED LANDSCAPE CONTRACTOR IF CARPENTRY IS APPURTENANT 10 LANDSCAPE WORK. U'""ORU BUILDl"G CODE, ALL CARPENTRY CONSTRUCTION SHALL CONFORM TO Tl IE APPLICABLE [DITION OF THE UNIFORM BUILDING CODE AND ALL GOVERNING AGENCY CODES. FlFJ-D VERIFICATION: CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. OWNCR AND IANDSCAPE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. DEUYFRY AND STORAGE: ALL MATERIALS, IN so FAR AS IS PRACTICAL, SHALL BE DELIVERED TO THE SITE IN THE MANUFACTURER'S ORIGINAL CONTAINERS AND SHALL BEAR THE TRADFMARKS AND NAMES THEREOF. GRADE MARK SHALL BE STAMPED ON ALL STANDARD YARD-DIMENSION LUMBER OR CERTIFIED FOR COMPLIANCE. EACH PIECE OF TREATED LUMBER S! IALL BE STAMPr□. LUMBER SHAI.L BE CAREFUL,_Y STACl<ED TO PREVENT WARPING AND SHALL BE KEPT DRY, CONNECTIONS: MFMBFRS SHALL BE ACCURATELY CUT AND FITTED AND SOLIDLY FASTENED TOGETHER TO PRODUCE PLUMB, LEVEL A~D RIGID CONSTRUCTION. SLICING DF rRAMING MEMBERS 1nwFFN 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 BUILD:NG CODE. METAL CONNECTORS AND JOIST HANGERS SHALL BE LOCATED WHERE SHOWN OR PER UNIFORM BUILDING CODE. DRILL HOLES FOR BOLTS THE SAME DIAMETER AS THE BOLT SHANK PLUS 1/16". PROVIDE WASHER UNDER BOLT HEADS AND NUTS. ALL THROUGH BOLTS LENGTHS ARE TO BE WIDTH DF MEMBERS PLUS 1" OR SIZE PER PLAN. LAG SCREWS ARE NOT TO BE DRIVEN. DRILL HOLES FOR LAGS FIRST TO DIAMETER AND DEPTH OF THREAD, FOLLOWED BY DRILLING TO 75% or SHANK DIAMEIER AND DEPTH OF THRFAD, WOOD SCREWS SHALL NOT BE D~IVEN, PROVIDE SUB-DRILLED HOLES FOR ALL SCREWS OR USE SELF- DRILLING SCRQVS. llGllltt--1 BOLIS AND SCl~[WS AT INSTAUATION AND RETIGHTEN JUST PRIOR TO COMPLETION OF PROJECT. ALL CONNECTIONS NOT DESIGNATED ON PLANS SHALL BE PER UNIFORM BUILDING CODE S129 NAIL AND CONNEC--:-ION SCHEDULES. 7. LUMBER QUALITY: ALL !..UMBER 70 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 s·1Af~PED BY WEST COAST LUMB[R INSPECTION BURFAU. 8. PRESSURE TREATED LUMBER: ALL WOOD BFARING ON CONCRITE MASONRY, ON OR BURIED INTO GRADE, OR SPECIFIED PER PLANS SHALL BE PRESSURE TREATED DOUGLAS nR NUMBER 2 UNLESS OTll[r~W!SE NOTED. 9. HARDWARE: ALL NAILS, CONNECTORS, DR OTHER HARDWARE SHALL BE HOT DIPP[D GALVANIZCD OR CADMIUM PLATED, UNLESS OTHERW:SF NOTFD. THE CONTRACTOR SHALL PAINT ALL HARDWARE (PER PAINTING AND STAINING NOTES) TO MATCH WOOD EINISH. 1 □. FOOTINGS: CONCRETE FOOl lNGS SI JALL BE OF THE SIZE AND TYPE AS INDICATED ON DRAWINGS OR AS PER STRUCTURAL ENGINEER'S SPECIFICATIONS. EARTHFDRMS MAY BE USED FOR roo1INGS ONLY WHCRE SOIL IS FIRM AND STABLE AND CONCRETE WILL NOT BE EXPOSED. 11. DEFECT$: ALL DEFECTS IN CARPENTRY WORK SHALL BE CORRECTED THROUGH GUARANTEE PERIOD SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO rnE SATISIACl ION OF THE OWNER. G. TUBULAR STEEL / METAL NOTES 1. SCOPE OE WORK: CDN"lRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPl~ENT AND SERVICES FOR THE INSTALu\110N DF ALL TUBULA.R STEEL / METAL WORK INDICATED ON lHESE PLANS. 2. PLAN '{ERIFlCATIOt,j: Tl I[ CON IRAC I OR SHALL NOTIFY OWNER AND LANDSCAPE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR OMISSIONS ON ALL DRAWINGS. 3. I iCfhlSE, THE TUBULAR STEEL CONTRACTOR SHALL BE A C-23 CALIFORNIA LICENSED TUBULAR STEEL FENCE CON I RAC I OR. 4. UNIFORM BUii PING COPE: ALL CONCRETE CONSTRUCTION SHALL CONFORM 70 THE CURREN] EDITION or Tll[ UNWOF~M BUILDING CODE' AND ALL APPLICABLE GOVERNING AGENCIES. 5. FIELD VERIFICAJIQtj: CDN I RACTOR SI IALL VCRIFY All. DIMFNS1DNS AND SITE CONDITIONS BEFORE STARTING WORK. OWNER AND LANDSCAPE ARCHITECT SHALL BE NOTIFIED 1MMEDIArELY OF ANY DISCRCPANCIES. 6. WORKMANSHII>. ALL TUBULAR STEEL WORK SHALL BE PLUMB, SI RAIGHI AND TO LINE AND HEIGHT, LEVEL WITH ACcuqATE ANGFL AND SURFACES AS INDICATED ON DRAWINGS, 7. MATERIAL STANDARDS: ALL MITAL WORK SHALL BE FRFF OF DEFECTS WHICH IMPAIR STRENGTH, DURABILITY AND APPEARANCE. STEEL BARS, PLATES, ETC. SHALL CONFORM TD ASIM A-36. 8. WEI PING: WELDING OF TUBULAR STEEL SHALL CONFORM TO AWS D12-1 AND REQUIREMENTS OF THF AMERICAN WELDING SOCIETY, WELD ALL CONNECTIONS CONTINUOUS AND SOLID. GRIND ALL WELDS SMOOTH. 9, FOOTINGS: CONCRETE FOOTINGS SHALL BE OF THE SIZE AND IYPE AS INDICAIED ON DRAWINGS OR AS PER STRUCTURAL ENGINEER'S SPECIFICATIONS. EARTHFORMS Mt\Y BE USED FOR FOOTINGS ONLY WHERE SOIL IS flRM AND STABLE AND CONCRETE WILL NOT BF FXPOSFD. 1 O. ~: CON I RAC I DR SHALL CAP ALL [XPDSCD ENOS OF TUBING. 11. Eilll[[: ALL EXPOSED SURFACES TO BE PAINTED WITH 1 COAT OXIDE BASE PRIMER AND PAINTCD WITH 2 COATS OF RUST INHIBITING ENAMEL PAINT. COLOR AND FINISH PER DRAWINGS. 12. CLEANING: AFrE.R ERECI ION, CLEAN OFF ALL RUST, SCALE AND OIL. CLEAN FIELD WELDS, BOLTS AND ABRADED AREAS. TOUCH UP ALL AREAS WITH THE SAME ~ATERIAL AS USED EOR TliE SI-JOP COAT LEAVING Al_L SURFACES READY TO RECEIVE FINISH COATS. 13. DEFECTS: ALL DEFECTS N TUBULAR STEEL/METAL WORK SHALL BE CORRECTED TdROUGH THE GUARANTEE HEREIN, AT TrlE CONTRACTOR'S EXPENSE TO THE SAi ISFACTIDN OF THE OWNER. H. PAINTING AND STAINING NOTES 1. SCOPE DE \I/ORK, CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND SCRVIC[S rOR l HE SANDING, PRIIIING, PAINTING OR STAINING OF ALL MATERIALS INDICATED ON THESE PLANS, 2. PIAN VERIFICATION: THE CONTRACTOR SHALL NOTIFY OWNER AND LANDSCAPE IMMEDIATELY ARCHITECT OF ANY DISCREPANCIES OR OMISSIONS ON ALL DRAWINGS. 3. UN!EPRM BUii DING CODE: ALL PAINTING AND STAINING SHALL CONFORM TO THE CURRCNT CDITION OF THF UNIFORM BUILDING CODE AND ALL APPLICABLE GOVERNING AGENCIES. 4. FIEl D VERIFICA11DN: CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. OWNER AND LANDS~E ARCHIIECT ShALL BE NOTIFIED 1MMFDIATFLY or ANY DISCREPANCIES. 5. MATERIAL$: ALL PAINTS AND STA!NS SI IALL B[ AS INDICATED ON DRAWING AND SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. ALL PAINl SHALL MEET II IC REQUIREMENTS OF THE APPROPRIATE AIR POLLUTION CONTROL DISTRICT. PAINT SHALL BE HOMDGENDUS, FRcE OF CONTAMINANTS AND OF A CONSISTENCY SUITA3LE FOR Tl l[ US[ !OR WI IICH IT IS SPFCIFIED. THE PIGMENT SHALL BE PROPERLY DISPERSED THROUGHOUT THE IAATERIAL SUCH THAT THE PIGMENT DOES NOT SETTLE APPRECIABLY, DOES NOT CAKF OR THICKEN IN THE CONTAINER, OR BECOME GRANULAR DR CURDLED. 6. QFI IYFRY~ PAINT MATERIALS SHALL BE DELIVERED TO THE WORK SITE IN NEW, UNOPENED, AIRTIGHT CONTAINERS, APPROPRIATELY lDENllFIED WITH THE MANUFACTURCR'S NAMr, DATE OF MANUFACTURE, TYPE OF PAINT OR PAINT MATERIAL A AND LOT OR BATCH NUMBER. 7. EXECUTION: PAINT SHALL BE APPLIED ONLY ON THOROUGHLY DRY SURFACES AND DURING PERIODS OF FAVORABLE 8. WEATHER, SURfAC[S "IQ 13[ PAINTED OR STAINED SHALL BE FREE FROM DUST, GREASE, OR OTHER DELETERIOUS SUBSTANCES THAT WOULD PREVENT BONDING. APPUCATIQN: PAINTING SHALL BE DONE !N A NEAT AND WORKMANLIKE MANNER AND IN ACCORDANCE WITH ALL CODES AND REGULATIONS. UNLCSS OTI lCRWISE SPECIFIED, PAINT SHALL BE APPLIED BY BRUSH, ROLLER OR SPRAY METHODS. FINISliED SURFACES SHALL BE UNIFORM AND FREE OF DEFECTS (DRIPS, RUNS BRUSH MARKS, r! IINK AREAS, ETC.). 9. 10. 11. 12. 13. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. PAOO:NG LUMBER: UNLESS OTHERWISE SPECIFIED, ALL NEW LUBER REQUIRING PAINTING SHALL CONSIST OF A PRIMER AND TWO FINISH COATS FDR WOOD STRUCTURES, WOOD SURIAC[S DCSIGNAT[D TO BC PAIN"I ED SHALL BE CLEANED. WHEN PERMITTED BY THE JOB SUPERINTENDENT, THE FIRST COAT OF PAINT MAY BE APPLIED PRIOR TO ERECTION. AETER THE FIRST COAT HAS DRIED AND THE LU~,rnrn IS IN PLACE, ALL CRACKS, CHECKS, NAIL HOLES, ETC. SHALL BE PUTTIED FLUSH WITH THE SURFACE AND ALLOWED TO ORY BEFORE THE SECOND COAT 15 APPLICD. SKIPS, I IOLIDAYS, THIN ARCAS 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 PRFeARATIDN FOR PAINTING GAi VANIZEP Sl IRFACfSt GALVANIZED SURFACES SHALL BE PREPARED FOR PAINTING BY HAND SCRAPING OR WIRE BRUSIIING. AITCR llAND CLEANING, ALL GALVANIZED SURFACES SHALL BE CLEANED BY SOLVENT CLEANING PROCEDURES FOR RE~OVING DITRIMENTAL FOREIGN MATTER SUCH AS OIL, GRFASF, SOIL, ETC. AFTER WASHING, ALL AREAS SHALL BE ROUGHENED BY ABRASIVE BLASTING. GALVANIZING SHALL NOi BE ~EMOVED BY THIS OPERATION. [XISTING WOOD SURFACE PREPAR,C.:UON: WOOD SURFACES SHALL BE PREPARED FOR PAINTING BY REMOVING ALL CRACKED OR PEELED PAINT, LOOSE CHALKY PAINT, DIRT AND OTHER FORFIGN MATTFR BY WIRF BRUSHING, SCRAPING, SANDING OR OTHER APPROVED MEANS :MMEDIATELY PRIOR TO PAINTING. ALL SURFACES SHALL BE WIPEO OR DRY BRUSHED TO REMOVE ANY DUST OR CHALKY RESIDUE THAT MAY RFSULT FROM CLEANING OPERATIONS. ALL WOOD OESIGNATED TO BE PAINTCD SI lALL BE THOROUGHLY DHY B[IDR[ PAINT IS APPLIED. FINISH SAMPI f· CONTRACTOR SHALL PRDVIDF □WNFR WITH A SAMPLE OF ALL PAINTS AND STAINS COLORS AS PER PL.ANS. SAMPLES SHALL BE APPROVED BY OWNER AND LANDSCAPE ARCHI-ECT. DEFECTS: THE CONTRACTOR SHAU PROTECT ALL PARTS OF THE STRUCTURE OR ADJACENT IMPROVEMENTS AGAINST DISFIGUREMENT AS A RESULT OF ITS P-'JNTING OPERATIONS. THE CONTRACTOR SHALL Bl: RFSPONSIBLE FOR ANY DAMAGE CAUSED BY ITS OPERATIONS TO VEHICLES, PERSONS OR PROPERTY AND SHALL PROVIDE AT ITS EX=>ENSE PROTECTIVE MEANS TO GUARD AGAINST SUCH DAMAGE, 11 AS BUILT" TITLE _______ _ DAIE REV ffWFD BY, lNSPECT □R DATE DATE PREPARED: [i!] ._9_.2_7,l_l -+----+-'"-C_ITY_S~UB~M~ITT~Al-+----+----+----<---1 S1HE3ET CITY OF CARLSBAD I SH2EE4TS I 11.l. II 2nd CITY SUBMITTAL ::=:::::=::::::::'...'.:::====P=LA=N=N=IN=G=D=E=P::::A::::R::::T:::M:::E=:N'::T===='...====~ 11.23.11 2nd D.E.H. SUBMITTAL 12.08.11 3rd CITY SLIBM ITT AL 2.02, 12 4th CITY SUBMITTAL 2.10.12 Approval MJSDesign Group .• 1----+----+------+----1---+---,i---__ landscape Arch lecturl! + Pla1ning + Design >--D_A_TE_~_IN_IT_I_AL_-sREVISION DATE INITIAL DATE INITIAL ENGINEER OF WORK DESCRIPTION OTHER APPROVAL CITY APPROVAL APPROVED: PLANNING CONSTRUCTION SPECIFICATIONS 11d ( k-ial-tr ?'2.)-1~ DATE OWNBY: ___ _ PROJECT NO: DRAWING NO: CHKD BY: RVWD: SOP 06-12 (A) 473-2L GENERAL :'-JOTES RECYCLED WATER XOTES RECYCLED WATER SYSTEM (PRIV1\TE) SHEET TITLE 5u••T J JCC NUlv1B[R 1, ALL WO,RK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUN/Cir AL WATER DISTRICT'S ,RcJLES AND REGULATIONS. 2. i!RINK!NG W/\ TER FOUN7/I/NS AND OESIGNA TEO OUTDOOR EA TING AREAS SHALL BE PRO 1FC /UJ AG/\INS I CON //,CT WITH RECYCLED WATER SPRAY, MIST OR MISTING. TAVARUA SENIOR APARTMENTS T/TL1 s11rrT 14 iRF~IG. LEGEND & NOTES 15 iRF~iGA T/ON Pl ANS 16 /RR/GA T/0N DETAILS 17 & 18 3. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE 01R CONTROL TO Tl/[ BEST EXTENT POSSI/JL[ PONDING. RUN-OFF. OVER-SPF?AY, AND MISTING. 4. HCSF fll/35 /\Rf S 1R/C I/_ Y PROH/131 /f_O b. CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE 'WATER LINES ARE STRICI'c Y PROHIBITED. 6. NC SUBSTITUTION OF PIPE Ml, TERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF /HF Cl I Y OF CA1RLSBAO MUNICIPAL WATER DISTRICT. 1. /\LL M!,INLINE PIPES SH/1LL H/\ VE WARNING TAPE PER CARLSBAD MUNICIPAL WATER /J/Slf-llC/'S RUU_S ANIJ f-lrGIJLA /IONS. B. 9. HOURS FO.R IRRIG/1T/ON WITH RECYCLED W/\TER /\Rf FROM HJ:DO PM. !() 6:nn AM. /Hf HOURS FOR /RR/GA TION WITH DISINFECTED TERTIARY RECYCLED WATER MAY 8[ MODIFIED BY THE LOCAL AUTHORITY. !RR/GA TION DURING PUBLIC USE PE.RI ODS WITH 0/S/N/ FCTED T[RTIARY RECYCL[D WA T[1R SI-/ALL BE UNDE,R TH£ SUP£.RVJSION OF TH£ O[S/GN/i TED US[R SUPERVISOR. /RR/GA TIO/I/ WITH WATE.R OF A L[SS[R QUALITY THAN DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETWEEN TH[ /-/OURS OF 10: 00 P,M. TC 6: 00 A.M. BUI?IAL or ALL WIRING AND PIPING SI /ALL MEET CA,RLSBAD MUNICIPAL VIA TE,R DISTRICT'S RULE'S /1ND RECUL/i T!ONS. 10. NON-DES!GNAT[O USE A.REAS SHALL BE PROTECTED FROM CO,~TAOT WITH RECYCLED WATER. VIHETHER BY 'MNO BLOVIN SPRAY OR BY DIRECT APPLICATION 11-//'ICJUGH IRRiGA T/ON OR OTH[R US[. LACK OF PROTECTION, WH[TH[R BY O[S/GN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION IS STRICTLY PROHI8/TEO. 11. IRRIG.~i/ON HF/\US SH/\// Rf RILOCA IFO OR ADJUSTED TO MJNIMIZE O.R ELIM/NAT[ OVER- SPR/\ YING ON SIOEW/\LKS, STREETS /1NO NON-O[SIGNA TEO USE AR[AS. 12. 13, RFCYCI f /J VIA If R OU/CK COUP/ JNr; VAi Vt.S SHALL 8[ OF A TYP[ O[S/GN[O FOR TH[ !JS[ ON RFCYCLED NATER 0/STRIBU /ION SYSTE/vlS PER C/1RLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. ON ,RECYCLED WA TE,R SYSTEMS, ALL APPURTENANCES (SPRINKLER H[AOS, VAL VE BCX[S, ETC.) SHALL BF COLOR CODED PURPLE' PER AWv\lA GUJDCLINES ANO SCCT!ON 116815 OF JHF CALIFORNIA HFALIH /\ND SAFFIY COO[ 14. ALL /RR/GA TICN PIPE SHALL BE STENCILED WITH WARNING, "NON-PO I ABLF' OR RFCYCLF'D 15. 16, WATER", COLOR-CODED (PURPLE) AND LAID WITH VIARN!NG T/\PE /\NU Sit.NC/LING O.RJENTEO TOWARD THE TOP or TH[ rn£NCH P[.R TH[ CARLSBAD MUNICIPAL WATER DISTRICT'S RULES /\NO RF'Cl!/_A T/ONS. ON NEW ON-SITE SYSTEMS (POST-METER), PO I ABLF WA WR, CONS /AN i PR[SSURF' Fi'ECYC/f /) VIA iFFI. A,~D S[W[R I INF s SHCJUI/J BE PLI\CU) /\ MINIMUM or FOUR FEET APARI OR AS OIRFC IF'O BY IH[ PROJECT [NGJN[[R AND/OR REGULA TORY AGENCY. ,\HAS!JR[M[NTS SHALL Bt. BETWEEN FACING SURFI\CFS, NOT PIPF CFNTFRLIN[S. CONSTANT PRESSURE' RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE INCH[S BELOVI POTABLE WATER L!N[S AND MAINTAIN AT L[AST TWELVE INCHES CROSSING SEPARATION B[TNEEN OTHER UTJLITl[S. 17. 1r /1, CONSU,NT PRESSURE RECYCLED W/\ If R 1/Nf MUS I Hf INS IA/If /J AHOVf A PO) ABL[ 'WA /[R LINE O.R LESS /HAN I W[L 1/E INCI-/F'S BFLOW A POT/\RI F W/1 TFR /_/NF. THEN THE R[CYCLED WATER LINE SHALL BE JNSJAI.UIJ WITHIN AN APPROI/F'D PROIFCI/Vf SL[[V[ AS PER TH[ CAf?LSBAD MUNICIPAL WATER DISTRICT'S RULE'S AND REGULATIONS. 18. 19. 2C. 21, 22. 23, TH[ 'l[QUJ.R[D CROSS-CON'iECTION SHUTDOWN T[ST SI/ALL /J[ DON[ /JY T/-/E CA'ILSOAD MUN1C/PAL WAT[R DISTRICT AND Tl/[ SAN Dl[GO COUNTY D[PARTMCNT OF ENVIRONMENTAL H[AL 7H THF R[QU/RtD CROSS-CONNFCTi()N INSP[CTION SHALL BE DONE BY EITHER Tl-I[ CARLSB/10 MUNICIPAL WATER DISTRICT AND/OR Th[ SAN DIEGO COUNTY O[PAFlT/0[NT OF ENVIRONMfN /Al H[I\L TH. COP/t.S Of INSPFCIION ,'/[PORTS WILL BE F'ORv\lARDED TO THE NON-INSP[CT/NG P/\f-1 I Y. THE' DESIGN ANO LOCA /IONS PROPOSED FOR RECYCLED WAT[.R "DO NOT DRINK" SIGN SHALi_ Bf CALLED OIJ I ON /HI Pl ANS. WI !CN /'l[CYCL[D WA TUI B[COM[S A VAILAOLE, AN ON-SITE USER SUPERVISOR SHALL 8[ O[SiGNATED IN VIRIT/NG. THIS INDJV/DUAL S/-/ALL B[ ,AMIL/AR WIT/I PLUMBING SYSTEM WiT/1/N Tl/[ PROPERTY, WITH Tl/[ /JASIC CONCEPTS OF BACKFLO'W/CROSS-CONN[CTION PRO If C /ION, /I-fr RF'CYC/IO Pu.'-/f YOR'S .RULES /\ND RE GULi\ TIONS /\ND THE SPECIFIC REQ!JIREMEN JS OF A R[CYCL[O WI\ TER SYS if M. CDl-'lf S (JI I Hf !JF S/(;NA T/GN, WI I 1-/ CONI/\C/ PHONF NUMBE.RS SHI,/ L 1:31-PROVIDED JO THE CARLSBAD MUNICIPAL WATE,'I /J/STR/CT. JN CASE OF EMERGENCY CONTACT META HOUSING CORP. AT 310.575.3543 0,R AFTER HOURS CONTACT CHRIS MAFFRIS (META HOUSING) AT 310.575.3543 Ext.10B ALL PUBLIC AND PRIVATE POTABL[ VIA TE,R MAJNS 1NCLUDING F'/RE MAINS ANO ANY WA TC.Cl WELLS AND WA TCR COURS[S WIT! 1/N Tl-/[ R[CYCL[O WATER P,ROJECT SHALL BE SHOWN ON THE PLANS. CALL OUT ON TIIE PLANS IF Tl/[,'<[ AR[ O.R AR[ NOT DRINKING FOUNTAINS AND/OR D[SIGNA TED OUTDOOR EA TING AREAS ON THE SITE. 24. A PI-/YSICAL S[PAflA TION SHALL BE PROVIDED B[TW[[/\/ ADJACENT AREAS /RR/GA TEO Wll.1--/ RECYCLED WA !FR A.NO P0/1\BL[ WATER. SEPARATION SHALL BE PR'.)VJO[D BY l!iSIANCt., CONCR/-Ir MOW S/.R/1-'S CR 0/Hf.R APPROVED METHODS. 25. ALL !RR/GA TION BACKFLOW PR[V[NT[RS SHALL Bf TESTED BY A CERTIFIED TESTER AND Fl[SULTS MUST i3[ Glll[N TO Tl/[ CITY AND TH[ CARLSBAD MUNICIPAL WATER DISTRICT. PIP[ BETWEEN TH[ MF' ffR /IND BI\CKFLOW PR['✓[NTER SHALL 8[ "SCHEDULE K HARO COPP[R". APP,ROVED CONTeACT BACKFLOW TESTERS CAN BE FOUND ON THE CITY WEB SJJE AT WWW. Cl. CARLSJ-JA/J.CA. US/POFDOC.HTML ?P/D=340 FLRPLE BACKROJND 1" rll ACK I r I Ir RS 3568 IIARDING SIGNAGE NOTES THE FOLLOWING GUIDELINES FOR Ti-J[ USE or F?[CYCLtU WA TFR /\RF' TO BF' PF'RMl\/',/FNT/_ y POSTED INS/0[ Tl/[ DOOR OF EACH CONTROLL[R Wl-f[RE TH/-Y /\Rr-f ASIL Y VIS/BL/'. PLACE ON B-1 /2" X 11" SIZED SIGN, COLOR: PURPLE BACKGROUND WIT/-/ BLACK LETTERING. 1. GUIDELINES FOR ,R[CYCL[O WA T[R US[ A. B. C. D [, F. G. IRRIGATE' BETWE[N THE I !OURS or 10: 00 PM. AND 6: 00 A.M. ONLY. WATERING OUTSIDE' THIS TIME F.RAM[ MUST BE DON[ MANUALLY WIT// QUALIFIED SUPERVISORY PERSONNEL ON-SIT[. 1~0 SYSTCM SHALL AT ANY TIME BE LEFT UNA TTENOED DURING USE OUTSIDE THE NORMAL SCl/[OUL[. !RR/GA TE IN A MANNER THAT WILL MINIMIZ[ RUN-OF'F, POOLING, AND PONDING. THE APPL/CA TIO/\/ RA TE SHALL NOT EXCEED Tl I[ INFIL mA TION RAT[ or Tl IE SOIL. TIMERS MUST Bf ADJUSTED SO AS TO /J[ COMPATIBLE WITH Ti/[ LOWEST SCJ/L INFIL TRA T!ON RA TE PRESENT, THIS PROCEDUR[ MAY /J[ ,ACILJTAT[O /JY Ti-/[ EFFICIENT SCH[DULING or Tl/[ AU TOMA TIC CONT.'lOL CLOCKS, (I.E., EMPLOYING THE REPEAT FUNCTION TO BR[AK UP THE TOTAL /RR/GA TIO/I/ Ti.MC INTO CYCLES THAT NILL PROMOTE MAXIMUM SOIL ABSORPTION). ADJUST SPRAY HEADS TO EL/MINA T[ CVERSPRAY ONTO AR[AS NOT UND[R Tl/[ CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL O[CKS, PR/VA TE PATIOS ANO LOTS, ANO STREETS AND SIDEWALKS. MONITOR AND MAINTAIN THE SYSTEM TO Ml.i\//MIZ[ EQUIPMENT AND MATERIAL FAILURE. 8,ROKEN SPRINKLER /-/EADS. LEAKS, UNRELIABLE VAL I/ES, ETC., S//OULD BE REPAIRED AS SOON AS THEY BECOME' APPARENT. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR /-DUCA 7/NG fACH IMPLOYFF' AND ALL MAINTENANCE PERSONNEL ON A CONTINUOUS B/1S/S, RF'Gl,ROING !Hf PR[S[NC[ OF RECYCLED WAT[R. MAINTENANCE PtRSONNtL MUST BE /NF'ORM[O THAT WATER IS ro,R /RR/GA TION PURPOSES ONL y ANO IS NOT APPROVED FOR DRINKING er, ,O.R HANO AND TOCL WASHING. ETC, OBTAIN PRIOR APPROVAL OF Al I PRCJf-'()Sf/J CHl,NG[S /\NO MODIFIC/\TIONS TO ANY PR/VA TE ON-SITE FACIL!TJES. SUCH CI-IANGFS MUSI Bf SUJ-3MI7 If /J JD, l1NO APPROVED BY, THE DISTRICT tNGINE.f.1-/ING OF'FIC[ ANO DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 1, 2. ALL RECYCLED ViAT[R SP.RINKLER CONTROL VALVES SHALL BE TAGGED WITH ID[NT/FICA TION TAGS, A. TAGS SHALL Bf. WEAT/-/ERPROOF' PL/\STIC, J"x 4", PURPLE IN COLOR, WIT/1 Ti/[ WORDS "WARNING R[CYCL[D W/1 TER -DO NOT O,RINK" IMPR/NT[D ON ON[ SIDE, ANO "A I/ISO -AGUA IMPURA-NO TCMAR" IMPRINTED ON THE OTHER SID[. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE TAGS AS MANU1ACTUR[O BY T, CIIRISTY CNTERPRISES OR APPROVED EQUAL. 8. ONE TAG SHALL 8[ /\ TT/\CI-/ED TC EACH VALVE AS FOLLCWS: 1. ATTACH TO VAL 1/f STEM 0/RECTL Y OR WIT// PLASTIC TIC-WRAP OR 2. ATTACH TO SOL[N0/0 MR[ DIRECTLY CR WITH PLASTIC Tl[-WRAP O.R 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. ALL SPRINKL[R HEADS SHALL BE IDENTIFIED /\S RECYCLED WI\ Ir 1-/ SPRINKLER HEADS. [AC/-/ AUTOMATIC CONTROLLF'R /1NO / IS ASSOC/A TEO EQLIIPMENT SHALL BE iDENTIFl[D WIT/-/ A SIGN B[ARING /HE WORDS "RF'CYC/ ro WA TF'R USFO FO,R /RR/GA TION" IN ENGLISH /1ND Sr'/\NISH, WI IH Bl.ACK LETTERS 1" HIGH ON A PURPL[ BACKROUNO. TH[ SIGN SHALL BF' Pl /ICED SO 11-/A I 11 CAN /3t 1-/EADIL Y SEEN BY ANY OPER/1 TIONS Pt.RSDNNFI U /IL/ZING T/-/E EQUIPMENT DECLARATION OF RESPONSIBLE CHARGE: , HrRFBY IJE CLARE THAT , AM MATT JACKSON or WORK FOR THIS PROJECT, THAT 1 /-/AVE EXE,'ICISFD RFSPONSIBLE CHARGE' OVER Tl-/[ DESIGN OF THIS P,'IOJECT AS OU'/NED IN SECTION 5 /(),5 or THE BUSINESS AND PROFESSIONS COD[ AND THAT TH[ O[S!GN IS CONSISTF'N I WI IH CU,R,RENT STANDARDS. I Ulv/Jfl-/SJAN/J TH/1T Tl-/£ CHECK OF PROJ[CT DRA'W!NGS AND SP[C/FICAT/ONS BY TH[ CITY OF C/1,RLSB!,/J /\,'ID SAN DIEGO COUNTY OEPARTM[ANLQF H.£1.\JJJ;:i .s.£,RVJCES IS CONFINED TO A RE\/IEW ONLY ANO DOES NOT FIEL![VE ME, AS M, . I r ACK:SUN OF WORK, OF MY R[SPONSiBIL/TltS f CJR PHD)f CT OES!CN. F'/.RM N/\MF & ADDRESS: M S DESIGN GROUP INC. 507 30TH STREET NEWPORT BEAC:H~,~CA~9=2--c--66~3c---------t---+--------~ Pl-ION£ NO: ( 949) 949.675.9964 RF G/5 IRA /ION NO: 4403 EXP/RATION DA TE: 1.31.2012 DI RT r BLACK LOGO i-------------,-~.l~5"--.-------,-~/ _____ ~ In Order to Conserve Water ... I (N.T.S.) --/-I WARNING RECYC_[D WAT[R DO NOT C, NK R CYCLED WATER RECYCLED WATER IN USE DO NOi DRINK ~D IDMl EL AGL.A DIAL TOLL FREE 1-80D-422-4133 AT LEAST T\1\1O DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA STREET ' CARLSB1\D, 92008 PROJECT MAP IRRIGATION MAINLINE ---- WATER FEATURE -----------H:H'r#-'.-----.-.---7 PO I ABLF' WATER METER RECYCLED VIA TER METER BACKFLOW PREVENTION DEVICE INSTALL PER CMWD -W-POJABLE WATER LINE -RW-RFCYCLFD VIA TER LINE RC RECYCLED WATER --PRES.SUR[ SUPPLY LINE -FS- 1:,, FIRE SERVICE LINE RECYCLED WATER USE AREA DO NOT DRINK SIGN Y.UTDOOR EA TING AREA -PROTECTED AGAINST CON-ACT WITH RECYCLED WATER) INSPECTION PROCEDURES 1. DISTRICT CONSTRUCTION INSPECTION SI/ALL INCLUO[: 2, 3. A. REQUIRED SEPARATION BET\NEEN POTABLE AND RECYCLED WATER LINES (HORIZONTALLY AND VERTICALLY) B. PIPE IDENTIFICATION C. SLEEVINGATCROSSINGS D. APPROPRIATE MATERIALS AND MARKINGS, INCLUDING PROPER QUICK COUPLERS DISTRICT FINAL INSPECTION SHALL INCLUDE: A SIGNAGE INSTALLED PER PIAN B. CONTROLLER STICKERS C. TAGGING OF VALVES D. COVERAGE TEST AFTER COMPLETION OF THE SPRINKLER SYSTEM TO ENSURE PROTECTION OF AREA NOT APPROVED FOR RECYCLED WATER USE E. ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF AND PONDING F. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS G. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, ETC. H. CROSS-CONNECTION TEST IF REQUIRED I. COLOR CODED, !AMINA TED CHARTS INSIDE EACH CONTROLLER /\NNUI\L INSPECTION SH;,LL INCLUDE: A A COMPLETE INSPECTION THAT WILL COVER A-I OF THE DISTRICT FINAL INSPECTION REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, CITY ENGINEER & DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. 3.15.12 ! Approval FIRE HYDRANT - RECYCLED WATER NOTE: ALL IRRIGATON EQUIPMENT INCLUDING POINT OF CONNECTION AND IRRIGATION MAINLINE SHALL BE INSTALLED PER CITY OF CARLSBAD MUNICIPAL WATER DISTRICT RECYCLED WATER SYSTEM FOR FUTURE CONNECTION TO RECYCLED WATER SYSTEM. 0 15' 30' NORTH SCALE: I" = 30' ~---POTABLEWATERMETERfor DOMESTIC USE -CITY APPROVED. ~---POTABLE WATER METER For LANDSCAPE IRRIGATION USE, 60" CITY OF OCEANSIDE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRl4~CISE LOCATION OF PLANTING AREAS. PACIFIC OCEAN 7a _J-... CITY OF ENCINITAS VICINITY ~1AP ~OT TO SCALI:_ OF VISTA COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEAL TH LAND AND WATER QUALl1Y DIVISION ~ ~ 1-Z o-/J 0GLENN LEEKS J/\ IE f-NVIRCNMENTAI HFAI TH SPrCIALISI "AS BUILI" TITLE JATE REVIEWED BY: INSPECTOR CAT[ CARLSBAD MUNICIPAL WATER DISTRICT SHEET 14 CITY OF CARLSBAD PLANNING )EPA~TMENT 24 SHEETS 1---1---+-----------------+---t----t---+------J PRI VA 11:. ( ON SI 11:.) RI:. CYCLED l---1--+---------------+----t-------t------t---j WAT= R SYSTEM FOR: TAVARUAAPARTMENTS 1/o SH H,~NClS AFTFR CON I /IC I ING LAVESE SUS l~A"jQS DESPUES DE US~.R WASH hANDS AFTER CONTACl!NG _AVlSI:_ SUS MANOS DESPUES DE USAI~ CARLSBAD MUNICIPAL WATER DISTRICT DEVELOPERS NAIAE: META HOUSING CORP 3568 HARDING STREET 12" X 36" SIZE .032 ~.LUMINUM, .060 /,BS PcASTIC DR S IICK-ON VINYL SIGNS 1" BLACK LETTERS 2" 3LACK LF I IFRS TYPICi\L SIGNS 18" X 1 8" SIZE ,032 ALJMINUM •. D60 ABS r'LASTIC OR ST1Cc<-O~ VINYL SIGNS (SIGN TO BE INSTALLED AT TIME of CONNECTION TO RECYCLED WATER. SEE SHEET I 8, DETAILj') ADJ,C:SS 1640 s. SEPULVEDA BLVD l-------l-------l----------------+---+----+----+-------1APPROVEJ _/l IL. LOS ANGELES, CA 90025 /'Z5X Cr-~l,.;1 ~-Zl-1<3 0 / _,, / rCJ/ TELEf'HO\ E: 3 I 0,575. 3543 1-P_L_AN_N_1N_G __ ....--------r----□A_T_E_--1 £/ 1/.,/~'71 /_; ;J.i{/ri&«d U J · / g ~./. 3 1---------------------1-~~c-+~~-+------------------t-::-:-:::::---J---.-:-.--:::-c-;-i---:::-;-:::;::------t~;;-;-;----jDRWN BY, PROJECT NO. Df<AWING NO. W _LIAIJ E. PLUl~MER V DA Ir , DA TE PLAN PREPARED: 3.15.2012 □ATC INITIAc R[\IISION D[SCRI PTI ON e---=D'-'-A'--'c=---L' __ N_1T1_AL--+_D_A_TE_"---1N_ITI_AL .i,c"'H""c1,"'o""'a""y---'1 DC:PUTY CITY ENGINEC:R R.C.E.28176 EXP,3/31/J-? llj BY:MJS DESIGN GROUP. INC~---EI\GINEE, QC WORK OTHER APPROVAL CITY APP'WVAL , , ' SDP 06-12 (A) 473-2L SHr [ r _OF __SHEETS PRESSURE LOSS CALCULATION GENERAL IRRIGATION NOTES IRRIGATION MISCELLANEOUS EQUIPMENT RECYCLED WATER IRRIGATION LEGEND * ALL IRRIGATION EQUIPMENT INSTALLED SHALL BE RECYCLED WATER COMPLIANT per CARLSBAD * ------- I ALL CITY AND STATE IJ>.WS, RULES AND REGUIJ>.TIONS GOVERNING OR NO SYMBOL AS APPROVED IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U,L. APPROVED) MUNICIPAL WATER DISTRICT REQUIREMENTS for FUTURE CONNECTION to RECYCLED WATER SYSTEM P.O.C. # A RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO SYM BOLJNOZZLE G.P.M./NOZZLE FRICTION LOSS CALCULATIONS Worst Case Scenario~ Longest Run AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE NO SYMBOL SPEARS DS,400 PRE-FILLED WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS I PSI I I I I RAD I CARRIED OUT BY THE CONTRACTOR. lolH I MANUF. I MODEL NO. / DESCRIPTION Q H WATER METER NO. A SIZE I" NO SYMBOL JM DBY DIRECT BURIAL WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS ELEVATION 62'± 2 THE IRRIGATION CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING IRRIGATION SPRAY HEADS LOW - STATIC PRESS. HIGH 82 78 UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE NO SYMBOL AS APPROVED ALL MAINLINE FITTINGS USED AS PART OF RCV MANIFOLD ONLY SHALL BE PVC SCH BO TYPE. USE PVC @ @ TORO Sl0Z-12-PRX.COM-O-5 Q,H 12" POP-UP SHRUB SPRAY 30 0.10 0.20 5' INFO. SOURCE: Carlsbad Municieal Water District SCHEDULE 80 PVC FITTINGS ON ALL SOLVENT WELD MAINLINE FITTINGS 2' AND 2 1/2", WHEN A FITTING HAS ¢. t, TORO 570Z-I 2-PFIX-COM-O-8 Q,H,F 12" POP-UP SHRUB SPRAY 30 0.17 0.34 8' LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS A THREADED FEMALE OR MALE COMPONENT THE FITTING SHALL ALWAYS BE A SCHEDULE 80 FITTING. ALL PHONE: 760.431.0564 ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND THREADED PLASTIC NIPPLES SHALL BE SCHEDULE 80 PVC TYPE. cp 0 TORO 570Z-l 2-PRX-COM-O-10 Q,H,F 12" POP-UP SHRUB SPRAY 30 0.28 0.55 10' DATE OF INFO. 9.27.2011 ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S IRRIGATION BUBBLER HEADS NO SYMBOL AS APPROVED CONCRETE THRUST BLOCKS SHALL BE INSTALLED on ALL ANGLED MAINLINE. H.G.L N/A REPRESENTATIVE. METER ELEV. N/A ® RA/NB/RD RWS-B-C-1400-BELOW GRADE ROOT WATERING SYSTEM with PURPLE 30 0.25 for TREES O' N/A X .433 = 3 THE IRRIGATION CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING GRATE COVER, or APPROVED EQUAL. (2) BUBBLERS per TREE/PALM . 0.50 for PALMS REMOTE CONTROL VALVE No. A-I SIZE I 1/2" OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. VALVE KEY: NETAFIM -SUPPLY/EXHAUST LATERAL PIPE SIZE CHART ml RA/NB/RD 1400 SERIES 6" POP-UP BUBBLERS 30 0.25 1~31 4.0 GPM MAX. DEMAND ELEV. OF HIGHEST HEAD 68'± 4 THE IRRIGATION CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS r VALVE NUMBER ZONE FLOW PIPE SIZE IRRIGATION UTILITIES *ALL IRRIGATION EQUIPMENT SHALL BE APPROVED FOR RECYCLED WATER USE * PRESS. AT RCV N/A PSI REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING 0-5 GPM TECHLINE TUBING or 112" PVC ~ ~GPM [BJ WATER METER l" DEDICATED LANDSCAPE METER and SERVICE LINE by OTHERS. IRRIGATION WATER METER SHALL BE WORK. 5-B GPM 314" PVC QTY. SIZE RECLAIMED WATER COMPLIANT for FUTURE CONNECTION to RECLAIMED WATER SYSTEM. / A-9\ 23.18 8.1 -13 GPM 1" PVC ::a FEBCO 82SY LINE SIZE BACKFLOW PREVENTION UNIT, TO BE INSTALLED in STRONG BOX ENCLOSURE SBBC-LOW PROFILE I I" WATER METER -PSI 13.1-22GPM 1114" PVC ----5 THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS \ I" I SMOOTH TOUCH, POWDER COATED COLOR GREEN. BACKFLOW PREVENTER SHALL BE TESTED by a CERTIFIED PRESS. REGULATOR (FALL OFF) PSI FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED WITHIN PIJ>.NTING AREAS. 22.1 -30 GPM 1 112" PVC TESTER and RESULTS SHALL BE GIVEN to THE OWNER and THE CARLSBAD MUNICIPAL WATER DISTRICT, -----* MAIN LINE at P.0.C. NOTE: I I" BACKFLOW PREVENTER 10 PSI \_ VALVESIZE ----PIPE BETWEEN the METER and BACKFLOW PREVENTER SHALL BE SCHEDULE 'K' HARD COPPER. I I" FLOW METER -PSI 6 DO NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN ----(l) I I" MASTER VALVE -PSI IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE WILKINS KING BROS. BALL VALVE BLOCKED TRUE UNION PVC -2" & SMALLER. BALL VALVES SHALL BE INSTALLED in VALVE BOXES. ---- N/A line GATE VALVE -PSI NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH () NELSON NELSON 7645 l' QUICK COUPLER VALVE with REVERSE ACME THREADS and PURPLE LOCKING COVER. ----CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S N/A I" MAINLINE PSI REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR ~ NOTE: QUICK COUPLERS SHALL BE OF A TYPE AF PROVED for RECYCLED WATER USE. ----RAINBJRD PESBR-PRS-D RECLAIMED WATER PLASTIC INDUSTRIAL ELECTRIC REMOTE CONTROL VALVE with PRESSURE N/A l¼ll MAINLINE PSI SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED REGULATOR (SIZE AS SHOWN ON PLAN). with PURPLE VALVE HANDLE. ---- 400' 1½11 MAINLINE 0.1 PSI NECESSARY BY THE OWNER. e RA/NB/RD ISO·PEB I" MASTERVALVE-NORMALLYCLOSED ---- N/A 2" MAINLINE PSI @ RA/NB/RD FS I 008 -I" FLOW SENSOR ----7 INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. I I½" CONTROL VALVE 0.1 PSI ----CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY B3 WILKINS 500LHR · LINE SIZE PRESSURE REGULATING VALVE 52' 3/4" LATERAL LINE 0.7 PSI AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALIJ>.TION. ---- N/A I" LATERAL LINE PSI IRRIGATION CONTROLLER -- N/A 11/411 LATERAL LINE PSI 8 THE IRRIGATION CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE TO ESTIMATED WATER USE per ZONE & RA/NB/RD ESP-LXME -20 STATION WALL MOUNT CONTROLLER with RAINBIRD WEATHER SMART ET MAINAGERand ----THE END OF THE MAINLINE RUN IN TWO DIRECTIONS FROM THE CONTROLLER. N/A I 1/211 LATERAL LINE PSI -NECESSARY ACCESSORIES. WEATHER REACH SIGNAL PROVIDER l-(877)-351-6588. ----Maximum Applied Water Allowance INSTALL WR2-RS WIRELESS RAIN SENSOR with CONTROLLER. INSTALL per MANUFACTURER'S SPECIFICATIONS. FITTING LOSS (10%} I.I PSI NO SYMBOL RA/NB/RD 9 ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE TWICE THE ELEVATION CHANGE(+/-} 2.6 PSI DIAMETER OF THE PIPE CARRIED. ALL WIRE UNDER PAVED AREAS TO BE [I] /20 VOLT ELECTRIC4L PROVIDED BY ELECTRICIAN, FIELD VERIFY ACTUAL LOCATION. INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED TO EASILY PULL WIRE MAWA = (ETJ x (. 70) x (Landscape Area) x (.62) POWEii for CONTROLLER TOT AL SYSTEM LOSS: 14.6 PSI Site Landscape Area = (42.9 x. 70 x I 1,070 s.f. x .62) = 206, I 08 gal./yr. THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN PRESSURE TO OPERATE HEAD 30 PSI ON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE Estimated Total Water Use SUBSURFACE IRRIGATION TOTAL PRESSURE REQUIRED: 44.6 PSI OF THE PAVING. ALL SLEEVES TO BE AS SHOWN ON THE PLANS. EWU = (ET. 0 62) x ( Plant Factor x Landscape Area ) EB LOWEST STATIC PRESSURE AVAILABLE 78 PSI RA/NB/RD XCZ-075-PRF, XCZ-100-LF-PRF RECLAIMED WATER REMOTE CONTROL VALVE ZONE KIT with PRESSURE REGULATOR, PRE-SET REGULATED PRESSURE (IF REQ'D) 65 PSI ox · Irrigation Efficiency (62.5%) with PURPLE VALVE HANDLE. 10 ALL VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL VALVES TO BE INSTALLED AS SHOWN ON THE INSTALIJ>.TION (42. 9 x 0.62) X ( 0.70 ;~~O s.f. ) = 53, 170 gal./yr. --NETAF/M TLRW6-l 8xx TECHLINE-RW (RECLAIMED WATER) and TECHFILTER with 0.60 GPH EMITTERS 18" ON CENTER. ALL RESIDUAL WATER PRESSURE 20.4 PSI Zone 2 -Courtyard = TUBING SHALL BE INSTALLED 4" BELOW FINISHED SOIL GRADE with 9" WIRE STAKES FIVE (4) FEET ON CENTER; DETAILS. VERIFY THE LAYOUT AND 18" SPACING IN THE FIELD PRIOR TO STARTING WORK. INSTALL with FLUSH VALVES and -_ 1 AIR RELIEF VALVES per MANUFACTURER'S SPECIFICATIONS. ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS Zone 3 -Northwest Exposure = (42.9 x 0.62) x ( 0·60 \~·;:o s.f.) = 31,565 gal./yr. I I -NETAFIM NETAFIM FITTINGS FOR CONNECTION BETWEEN PVC LATERAL LINES AND NETAFIM TUBING SHOWN ON THE PLANS. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. TI·HS (42.9 X 0.62) X ( 0.60 X91Q:0 s.f. ) AS APPROVED SUPPLY/EXHAUST PVC HEADER. SIZE per LEGEND, SEE BELOW. INCLUDES, BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR Zone 3 -Southeast Exposure = = 33,516 gal./yr. ® NETAFIM TECHLINE CV MANUAL LINE FLUSH VALVE. -PROVIDE SCH 40 OR SCH BO SOLVENT-WELD BALL VALVE FOR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE COMPENSATING SCREENS, FLUSH OFF OF PCV EXHAUST MANIFOLD PIPE(SIZE PER PLAN), INSTALL FLUSH VALVE INSIDE 6" ROUND VALVE BOX, ONE AT THE END OF AINYTECHLINE CV LATERAL or PVC EXHAUST HEADER. INSTALL MINIMUM OF ONE REPIJ>.CEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE Zone 3 -Northeast Exposure = (42.\l x 0.62) x ( 0.60 x9~~0 s.f. ) = 29,615 gal./yr. FLUSH VALVE PER MAXIMUM OF 800' OF TUBING. MULTIPLE FLUSH VALVES MAY BE REQUIRED WITHIN REPIJ>.CEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. TECHLINE-CV LAYOUT. ALWAYS INSTALL VALVES IN OPPOSITE DIRECTIONS OF THE PVC/DRIP CONNECTION MANIFOLD. 12 INSTALL ANTI-DRAIN VALVES AS REQUIRED TO PREVENT LOW HEAD DRAINAGE. Zone 3 -Southwest Exposure = (42.9 X 0.62) X ( 0·60 X;,~!O SJ. ) = 35.999 gal./yr. ® RA/NB/RD ARV-I ODAIR/VACUUM RELIEF VALVE INSTALLED WITH A FT-050 CONBINATlON TEE AND A 3/4" x 1/2' REDUCER BUSHING, INSTALL AIR RELIEF ASSEMBLY INSIDEA6" ROUND VALVE BOX AT THE HIGH POINT OF EACH ANY HEAD THAT DRAINS FOR MORE THAN ONE MINUTE REQUIRES AN PLANTER, MIN. I ARV PER 500' OF DISTRIBUTION TUBING. USING AIR RELIEF LATERAL, CONNECT AIR RELIEF ANTI-DRAIN VALVE. (42.9 x 0.62) x ( 0·50 \i~o s.f. ) VALVE TO ALL TECHLINE LATERALS WITHIN THE ELEVATED AREA. Flow Thru Planters (with Spray Heads)= = 20,687 gal./yr. MULTIPLE ARVS SHALL BE REQUIRED PER RCVWITHIN UNDULATING AREAS, VERIFY QUANTITY PRIOR TO 13 TREE LOCATIONS TAKE PRIORITY OVER IRRIGATION PIPING. STAKE TREE (Toro Precision Nozzle) STARTING WORK, FLUSH VALVES and AIR RELIEF VALVES SHOWN DIAGRAMMATICALLY, INSTALL VALVE BOX 18" LOCATIONS PRIOR TO TRENCHING PIPE. FROM PAVING AND AT HIGH POINTS OF PLANTER AREA INSTALL ALL AIR VACUUM RELIEF EQUIPMENT PER TOTAL ESTIMATED WATER USE =204,552 gal./yr. MANUFACTURER'S SPECIFICATIONS. IRRIGATION PIPING AS APPROVED NON.PRESSURE LATERAL P.V.C., COLOR PURPLE PIPE CLASS 200 FOR SIZES 3/4" -2" with PVC SCH. 40 FITTINGS - BURY MIN, 12" BELOW GRADE (SIZE per PLAN). _, -AS APPROVED 1.5" CLASS 315 P.V.C .• COLOR PURPLE, PRESSURE MAINLINE, BURY MIN. I 8" BELOW GRADE. INSTALL in PLANTING AREA OUTSIDE of R.0.W., SHOWN OUTSIDE PLANTING AREAS for GRAPHIC CLARITY ONLY. -----AS APPROVED PVC PIPE SCH. 80 SLEEVING, MINIMUM TWICE THE DIAMETER OF PIPE or WIRE BUNDLE CARRIED-EXTEND 12" -----BEYOND EDGE OF PAVING & PLACE BELOW ALL PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. MIIMUM SLEEVING DEPTHS UNDER ROADS and PAVING (NON-ROADS): 6" OR LESS IN DIAMETER SHALL HAVE 36" MIN. COVER GREATER THAN 6" IN DIAMETER SHALL HAVE 48" MIN. COVER APPROVED FOR PLANTING 11 AS BUIL T 11 AND IRRIGATION ONLY, INCLUDING PRECISE TITLE DATE LOCATION OF PLANTING REV!Ev/[D BY: AREAS. INSPFCl □R DATE DATE PREPARED: 1W CITY OF CARLSBAD ~ 9.27.11 1 1 st CITY SUBMITTAL Water Efficient Landscape Ordinance Statement 11.3.11 2nd CITY SUBMITTAL PLANNING DEPARTMENT 4 ~~~Q 11.23.11 :2nd D.E.H. SUBMITTAL ~~,' I am familiar with the requirements for landscape and irrigation plans contained in the City J ,, l/f/7: ,~\ 12.08.11 1 led CITY SUBMITTAL IRRIGATION LEGEND, of Carlsbad's Water Efficient Landscape Regulations. I understand that construction (j ; 'J lr<p, 2.02.12 4th CITY SUBMITTAL ,, "'''"iA-V ---1 2.10.12 Approval NOTES & CALCULATIONS drawings are to be prepared in compliance with those regulations and the Landscape 1/31 '];7~". Manual. I certify that the plans have been prepared implementing those regulations ·,, 12 2.14.12 ' DELTA4 ~ provide efficient use of water. ··~ ~' 2.23.12 5 DELTAS APPROVED: it.de'. l:r-~l-i'1t o'< ?-~.)~ J ~d/:/~ OF CAl..\~ 3.15.12 D.E_H. SUBMITTAL PLANNING DATE MJSDesign Group, /3.FI~ DWNBY: PROJECT NO: DRAWING NO: ~ifilLat~~~ / - - Landscape ArohlleCllum +Planning+ Des·g11 DATE INITIAL REVISION DATE INITIAL DATE INITIAL CHKD BY: SDP 06-12 (A) 473-2L date: -- ,-f ENGINEER OF WORK DESCRIPTION iOTHER APPROVAL CITY APPROVAL RVWD: :1; ,-.r ®8.0 PALM BUBBLER VALVE / A-3\ 1.2 \ I" / FLOW-THRU PLANTER VALVE / A-8 '-8.0 \ I" /TREE '--'I BUBBLER 3: VALVE L.J..J :z: L.J..J > <C __J <C :r: u.. :r: u.. --lj f\ mrm •---·--· .. •~--~- 0 I I I I 4 I I --1 I ® I IRRIGATION LEGEND ALL IRRIGATION EQUIPMENT INSTALLED SHALL BE RECYCUED WATER COMPLIANT per CARLSBAD MUNICIPAL WATER DISTRICT REQUIREMENTS for FUTURE CONNECTION to RECYCLED WATER SYSTEM SYMBOL/NOZZLE G.P.M./NOZZLE I Q I H I MANUF. I MODEL NO./ DESCRIPTION I PSI I IQIH IRADI IRRIGATION SPRAY HEADS @ ~ 4' l,. cp 0 TORO TORO TORO 510Z-f 2-PRX-COM-0-S Q,H SlOZ-12-PRX-COM-0-8 Q,H,F 570Z-I 2-PRX-COM-O-10 Q,H,F 12" POP-UP SHRUB SPRAY 12" POP-UP SHRUB sPRAY 12' POP-UP SHRUB SPRAY 30 30 30 D.IO 0.17 D.28 0.20 0.3◄ 0,55 5' fr 1<1 IRRIGATION BUBBLER HEADS ® RA/NB/RD RWS-B-C-I400 -BELOW GRADE ROOT WATERING SYSTEM with PURPLE GRATE COVER, or APPROVED EQUAL. (2) BUBBLERS per TREE/PALM. 30 0.25 for TREES 0.50 for PALMS 0' RA/NB/RD 1400 SERIES 6" POP-UP BUBBLERS 30 0.25 IRRIGATION UTILITIE:) [BJ WATER METER )Ei( FEBC0825Y WILKINS KING BROS. NELSON RA/NB/RD e RA/NB/RD ® RA/NB/RD EE WILKINS l" DEDICATED LANDSCAPE METER and SERVICE LINE by OTHERS. IRIRIGATION WATER METER SHALL BE RECLAIMED WATER COMPLIANT for FUTURE CONNECTION to RECLAIMED WATER SYSTEM. LINE SIZE BACKFLOW PREVENTION UNIT -TO BE INSTALLED in STRONG BOX ENCLOSURE SBBC-LOW PROFILE SMOOTH TOUCH, POWDER COATED COLOR GREEN. BACKFLOW PREVENTER SHALL BE TESTED by a CERTIFIED TESTER and RESULTS SHALL BE GIVEN to THE OWNER and THE CARLSBAD MUNICIPAL WATER DISTRICT. * MAIN LINE at P.O.C. NOTE: PIPE BETWEEN the METER and BACKFLOW PREVENTER SHALL BE SCHEDULE 'K' HARD COPPER. BALL VALVE BLOCKED TRUE UNION PVC -2" & SMALLER. BALL VALVES SHALL BE INSTALLED in VALVE BOXES. NELSON 7645 ¾" QUICK COUPLER VALVE with REVERSE ACME TI~READS and PURPLE LOCKING COVER. NOTE: QUICK COUPLERS SHALL BE OFA TYPE APPROVED for RECYCLED WATER USE. PESBR-PRS-D RECLAIMED WATER PLASTIC INDUSTRIAL ELECTRIC REMOTE CONTROL VALVE with PRESSURE REGULATOR (SIZE AS SHOWN ON PLAN). with PURPLE VALVE HANDLE. I 50-PEB I" MASTER VALVE -NORMALLY CLOSED FSI00B-I' FLOWSENSOR 500LHR -LINE SIZE PRESSURE REGUIATING VALVE IRRIGATION CONTROLLER & RA/NB/RD NO SYMBOL RA/NB/RD ESP-LXME -20 STATION WALL MOUNT CONTROLLER with RAIN BIRD WEATHER SMART ET MANAGER and NECESSARY ACCESSORIES. WEA ~ER REACH SIGNAL PROVIDER I -(877)-351-6588. INSTALL WR2-RS WIRELESS RAIN SENSOR with CONTIROLLER. INSTALL per MANUFACTURER'S SPECIFICATIONS. IIl /20 VOLT ELECTRICAL PROVIDED BY ELECTRICIAN. FIELD VERIFY ACTUAL LOCATION. POWER for CONTROLLER SUBSURFACE IRRIGATION ffi RAINBIRD XCZ-075-PRF, XCZ-100-LF-PRF RECLAIMED WATER REMOTE CONTROL VALVE ZONE KIT with PRESSURE REGULATOR, with PURPLE VALVE HANDLE. NETAFIM NETAFIM AS APPROVED NETAFIM RA/NB/RD TLRW6-I 8xx TECH LIN E-RW (RECLAIMED WATER) and TECH FILTER with 0.60 GPH EMITTERS 18" ON CENTER. ALL TUBING SHALL BE INSTALLED 4" BELOW FINISHED SOIL GRADE with 9" WIRE STAKES FIVE (4) FEET ON CENTER; VERIFY THE LAYOUT AND 18" SPACING IN THE FIELD PRIOR TO STARTING WORK. INSTALL with FLUSH VALVES and AIR RELIEF VALVES per MANUFACTURER'S SPECIFICATIONS. NETAFIM FITTINGS FOR CONNECTION BETWEEN PVC LATERAL LINES AND NETAFIM TUBING SUPPLY/EXHAUST PVC HEADER. SIZE per LEGEND, SEE BELOW. TECHLINE CV MANUAL LINE FLUSH VALVE. -PROVIDE SCH 40 OR SCH 80 SOLVENT-WELD BALL VALVE FOR FLUSH OFF OF PCV EXHAUST MANIFOLD PIPE(SIZE PER PLAN), INSTALL FLUSH VALVE INSIDE 6" ROUND VALVE BOX, ONE AT THE END OF ANY TECH LINE CV LATERAL or PVC EXHAUST HEADER. INSTALL MINIMUM OF ONE FLUSH VALVE PER MAXIMUM OF 800' OF TUBING. MULTIPLE FLUSH VALVES MAY BE REQUIRED WITHIN TECHLINE-CV LAYOUT. ALWAYS INSTALL VALVES IN OPPOSITE DIRECTIONS OF THE PVC/DRIP CONNECTION MANIFOLD. ARV-I ODAIR/VACUUM RELIEF VALVE INSTALLED WITH A FT-050 CONBINATION TEE ANDA 3/4"x 112'' REDUCER BUSHING, INSTALL AIR RELIEF ASSEMBLY INSIDE A 6" ROUND VALVE BOX AT THE HIGH POINT OF EACH PLANTER, MIN. I ARV PER 500' OF DISTRIBUTION TUBING. USING AIR RELIEF LATERAL, CONNECT AIR RELIEF VALVE TO ALL TECHLINE LATERALS WITHIN THE ELEVATED AREA. MULTIPLE ARVS SHALL BE REQUIRED PER RCVWITHIN UNDULATING AREAS, VERIFY QUANTITY PRIOR TO STARTING WORK. FLUSH VALVES and AIR RELIEF VALVES SHOWN DIAGRAMMATICALLY, INSTALL VALVE BOX 18" FROM PAVING AND AT HIGH POINTS OF PLANTER AREA. INSTALL ALL AIR VACUUM RELIEF EQUIPMENT PER MANUFACTURER'S SPEC/FICA TIONS. IRRIGATION PIPING ----ASAPPROVED _, -ASAPPROVED -----AS APPROVED ----- VALVE KEY: NON-PRESSURE LATERAL P.V.C., COLOR PURPLE PIPE CLASS 200 FOR SIZES 3/4" -2" with PVC SCH. 40 FITTINGS - BURY MIN. 12" BELOW GRADE (SIZE par PLAN). 1.5" CLASS 31 S P.V.C,. COLOR PURPLE, PRESSURE MAINLINE, BURY MIN. 18" BELOW GRADE. INSTALL in PLANTING AREA OUTSIDE of R.O.W .. SHOWN OUTSIDE PLANTING AREAS for GRAPHIC CLARITY ONLY. PVC PIPE SCH. 80 SLEEVING, MINIMUM TWICE THE DIAMETER OF PIPE or WIRE BUNDLE CARRIED-EXTEND 12" BEYOND EDGE OF PAVING & PLACE BELOW ALL PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. MIIMUM SLEEVING DEPTHS UNDER ROADS and PAVING (NON-ROADS): 6" OR LESS IN DIAMETER SHALL HAVE 36" MIN. COVER GREATER THAN 6" IN DIAMETER SHALL HAVE 48" MIN. COVER r VALVE NUMBER ~ GPM jA-9\ 23.18 \I"/ ~ VALVE SIZE r--, 0 5' 10' 20' MJSDesign Group ,. LEmdscape Architecture+ Planning+ Design NORTH SCALE: I"= 10' 11 AS BUILT" TITLE _______ _ DATE REVIE'w'ED BY, FINISHED GRADE --- DRIP TUBING TYPICAL BOTH SIDES RAIN BIRD "EASY FIT" MDCFTEE FITTING RAIN BIRD "EASY FIT" MDCF50FPT 112" ADAPTER 112" SCH 80 T.O.E. NIPPLE _____ _,, LENGTH AS REQUIRED KING BROTHERS FLEXIBLE --------; NIPPLE, #FVN-50D-6F MIPT x FIPT, 6" LENGTH) SCH. 40 PVC TEE SxSxT, LINE SIZE BY 112" \ PVC LATERAL LINE SECTION VIEW-N.T.S. CD DRIPLINE CONNECTION -"----HI---AUTOMATIC CONTROLLER (REFER TO PLANS FOR LOCATION) --COLOR CODED MAP FOR VALVE LOCATION, INSIDE DOOR -"+---¥.----+le---PROVIDE ON/OFF SWITCH & 110 VOLT EXTERIOR OUTLET INSIDE CABINET ---3'' PVC SWEEP ELL ---ll0VOLTCONDUITTOSOURCE FINISHED GRADE OR PAVING SURFACE WHl:RE IT OCCURS NOTES: I. PROVIDE GROUNDING RODAS REQUIRED BY CODE 2. COMMONWIRETOWHITE&CONTROL WIRES TO BE RED IN COLOR 3" 12· NO SPLICES SHALL BE MADE BETWEEN 3. CONTROLLER & REMOTE CONTROL VALVES SECTION/ELEVATION UNDER 500 LINEAR FEET CD 24 VOLT CONTROL WIRES, (I) COMMON WI RE TO ALL RCY'S, ( I) OONTROL WI RE TO EACH RCY WALL MOUNT CONTROLLER ZONE FLUSH VALVE PLUMBED TO PVC (REFER TO FLUSH VALVE ASSEMBLY) i----AREA PERIMETER /-l•t.----RAINBIRD SUBSURFACE DRIP TUBING f,----MANIFOLD CONNECTION (PVC TO ELBOW) l>f'-----PVC FLUSH MANIFOLD _,,---AIRNACUUM RELIEF VALVE (PLUMED TO GEOFLOW TUBING AT EACH HIGH POINT) REMOTE CONTROL VALVE (REFER TO DRIP VALVE ASSEMBLY DETAIL) IN PURPLE VALVE BOX DRIPLINE TUBING LAYOUT (IRREGULAR AREAS) 8" DIA CL. 160 PVC SLEEVE BOTTOM TO BE FLARED AND CONTACT TOP OF PRESSURE SUPPLY LINE BRONZE GATE VALVE SLIP X MIPT SCH 40 PVC ADAPTOR i2 REQUIRED) ISOLATION VALVE G)POP~UP SPRAY HEAD ®FINISH GRADE 4 • . , ► , . '• 6 @PVC PRESSURE SUPPLY LINE R, DRAN ROCK 12" MIN. DEPTH ~INSTALL DRAIN ROCK2' MIN. BEYOND PERIMETER OF VALVE BOX @ PURPLE RECfCLED WATER IDENTIFICATION TAG PER AGENCY STANDARDS 5 ® TEE IN LATERAL LINE PIPE 8)112• X 6' SCH. 80 P'I/C NIPPLE @112• X 2" SCH. 80 PVC NIPPLE @112" MIP X FIP 90 ELL (2 REQUIRED) (J) HARDSCAPE I NOTE: TEFLON TAPE ALL THREADS I POP-UP BUBBLER 11(i!f,:.. ·•·. ···:·~; lj . -. . .. : ...... .... .· 2 ""'~1 IT Lil UI [I ·81:_ .... ;·., .. · cli •. NOTE: QUICK COUPLERS SHALL BE OF A 1YPE APPROVED for RECYCLED WATER USE. G) I0"ROUNDVALVEBOX PURPLE IN COLOR WITH PURPLE RECfCLED LABEL RIVETED ON LID @ FINISH GRADE G) QUICK COUPLING VALVE- NELSON 7&45 with REVERSE ACME THREADS © and LOCK.ING PURPLE RUBBER CAP PRESSURE SUPPLY LINE ® PVC SREET ELL (2 REQUIRED) ® PVC ELL 0 THREADED NIPPLE ® PVC SCH. BO NIPPLE ® 3/4" CRUSHED ROCK SUMP NOTE: ALL PIPE AND FITTING USED WITH RECYCLED WATER SHALL BE PURPLE IN COLOR. (H) QUICK COUPLING VALVE r I I 2 l--ll--~ ,----.----, 3 ® ' . 11lliiiif IJ.II ••• G) REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER @ WYESTRANE G) BRASS FISER © FINISH GRADE ® TRENCH DEPTH, REFER TO SPECIFICATIONS ® BRASS UNION @ ONE CUBIC FOOT CONCRETE STABILIZER 7 @ THREADED BY SLIP COUPLING ® FROM WATER METER (D) BACKFLOW ENCLOSURE PER IRRIGATION LEGEND. INSTALL pe, MANUFACTURER> SPECIFICATIONS, 0 PVC PRESSURE SUPPLYLINE, SEE SPEOFICATIONS @ CONCRETE FOOTING @ BACKFLOW PREVENTER STEP I STEP2 STEP3 SLIP BASE SOCKET OVER END OF WIRES STRIP WIRES. APPROX. S/W' FROM ENDS-lWIST TOGETHER PLUG-ALL PER FILLED v.1TH SEALER CAP CAVllY. PUT CRIMP SLEEVE OVER WIRE ENDS-CRIMP SLEEVE AND CUT OFF EXCESS WIRE. C PUCL BASE SOCKET OVER END AS FARAS POSSIBLE. ~ --PUSH SEALING PLUG INTO BASE SOO<ET STEP -4 PUSH WIRES TO END OF BASE SOCKET TO ASSURE COMPl.fTE SEALING OF CONNECTION. DRY SPLICE CONNECTIONS-REFER TO 51'1:CIHO.. l IONS. (D) WIRE CONNECTOR G) 2 G) RECTANGULAR PLANSTIC VALVE BOX PURPLE IN COLOR WITH PURPLE RECYCLED !ABEL ON LID @ ELECTRIC REMOTE CONTROL VALVE G) FINISH GRADE © PRESSURE SUPPLY LINE @ PVC MALE ADAPTOR (2 REQUIRED) ® PVC PRESSURE SUPPLY LINE FROM BASKET STRANER 0 3/4" CRUSHED ROCK SUMP (ONE CUBIC FOOl) NOTE: VALVE SHALL HAVE A MINIMUM OF 4" CLEARANCE FROM THE BOTTOM OF THE VALVE BOX LID, AND 2" MINUMUM G.EARANCE FROM TI-IE BOTTOM OF VALVE AND TOP OF GRAVEL SUMP. (E) MASTER VALVE (Normally Closed) I CD FINISH GRADE @ RECTANGULAR VALVE BOX REFER TO SPECIFICATIONS PURPLE COLOR @ SPARE WIRE LABEL © CONTRQAND/ORCOMMONWJRE, REFER TO SPECIFICATIONS ® PEA GRAVEL BACKFILL (ONE CUBIC FOOT MINIMUM) SPARE WIRE BOX FOR IRRIG. CONTROL & COMMON WIRE ONE SHOWN . ll!U~ .l. l ;'1·1·····1'.l\l .. .... j ,-- .. :~rir ·········< 'lf '.:rrl[I llll ~; . ::-·=·~:i ······••·•; !l·~•··Tiir1' .-r~ '' G) CONTROL WIRES @ PRESSURE SUPPLY LINE © CLEAN BACKFILL ® SAND BEDDING PROVIDE TWO I.AYERS of WARNING TAPE RUNNING CONTINUOUS ALONG ROUTE OF THE MAINLINE. ONE SHAUL BE LOCATED IMMEDIATELY ON TOP OF THE MAINLINE PIPE AND ONE 12' ABOVE THE TOP OF MAINLINE. G) FINISH GRADE @ LATERAL LINE (REFER TO SPECIFICATIONS) (REFER TO SPECIFICATIONS) INSTALL ALL CONTROL WIRE ON THE UNDERSIDE OF THE PRESSURE SUPPLY LINE ® TRENCHING IN LANDSCAPE AREAS APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 11 AS BUil T 11 TITLE _______ _ REVlEv/ED BY, lNSPECT □R DATE DATE =r~ ~ ~ ,__9.2_7._ll-+-----+-ls~tC=ITY~SU_BM_ITT_AL_-+-----+----+--+--------1 I S1HE7ET CITY OF CARL BAD SH2EE4TS 11.l. I I 2nd CITY SUBMITTAL ~:::::::::=::....':===P=LA=N=N=IN=G=D=E=P=A=R=T=M=E::-N_T===::'.':====: 11.23. I I 2nd D.E.H. SUBMITTAL 12.08.11 3rd CITY SUBMITTAL 2.02.12 4th CITY SUBMITTAL . -··-·--1-----4-====~~-+------+---+- 2.10.12 IApproval 2.14.12 , !DELTA4 2.23.12 s DELTAS .__l_.l_S._12__, ____ ,.,D~.E~.H~-~SU=BMITT~AL~__, APPROVED: IRRIGATION DETAILS ;-~-\~ PLANNING DATE MJSDesign Group .. l---+----+-------+---+--+---+-----1 ~D~W=::N==B~Y==,==============::;-;::=P=::R=::O=JE==C~T==N=o~,====;-;::D=::RA==W==IN=G~N=O~::::; Laadso,pemi,il,o.cre•Plaoc;,po,s1,, DATE INITIAL REVISION DATE INITIAL OATE INITIAL CHKOBY: __ _ ENGINEER OF WORK DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD: SDP 06-12 (A) 4 73-2L At.taciim,,nt 44: fut.able Servire Line Cross:L'"l3" (Exarrple) (j)SiDa\ALK @~Re- @ Ml:11::R. OOX f\lMETI:R. @PO~ABLE :t:R.VICl: Llt,E, 1 @ R.ECLA!Hl;l) 1'11,rr:R IRRl6A TION l ·-~j:::::j-t MANLINI: ~ $ I ~ . ! =d jr·- -,o• Mi~ TC ?OTAJJl.E 'iAli!:-1.~_IN $Ni:!0-@ @ D.E.H. POTABLE SERVICE LINE CROSSING CD ~ , DO NO DRINK SYMBOL SEE ENLARGEMENT 6" 12" CD Attachrent 43: Re:::ycled water/R:ltable Water Pipe (Exarlple) PROVIDE TWO LAYERS of WARNING TAPE RUNNING CONTINUOUS ALONG ROUTE OF THE MAINLINE. ONE SHALL BE LOCATED IMMEDIATELY ON TOP OF THE MAINLINE PIPE AND ONE 12' ABOVE THE TOP OF lll-\_ MAINLINE. --- ~ ,,,,., '""~'"" _,, """" (l)-.._ '/,IJJ(!Llle f.W J.,\u,...-.. ,,,,,-,,..,~~ NM-~•-..., -T ~ m1reNJMrifflr~~ll@;llfi? o"' I&~. "'-1ilU3<1L 1€1 FU1J'cf WI.OF@ m.<.lllf iWIIJE P,l'I: , -;, eoTlaf W.lllllf (5e: Civil Wl'IJNo), ~ FIHl!il< 61!.1,i:!! f'i I ~11<1:D l'l/,Tl.l! IR/1.16AilOII ~Allllle. 0~..Efvt @ ~• tivf 1-E!ALLIC H/,RKBt TA"E. !Im, (1) .. ALL ~i,fll M1ER l!lRiSATla! PIF!; r'.!'1 &1.IM$ !111,:J. If PVmE P-IC Alill ll«L!P Afi !l'E,,l'IW IN 1111 •-._. '51,!WAPJ) &l'EGl'IC~TIO'I& FO< l'\\11:R, Wl'.'11, ~ IIJ31,IJM:D FACIL111f:5", LATEST l:tl!TION Alill 11£ m,1.~:M!l, i'V,11:R 11?'16. D.E.H. RECLAIMED WATER PIPE DETAIL B" ~ 'f DO NOT DRINK -0) RECYCLED WAT£ 3 5 4 CD 1/4" RADIUS TYPE. @ 1/4" THICK ROUTED OUT ALUM. FACE PANEL. ® LETTERS and '00 NOT DRINK' SYMBOL by OTHERS. 0 111 SQUARE STEEL PAINTED POST. FLUSH CAP. POST FLUSH WITH TOP OF SIGN. ® SIGN FACE TO BE 1/4" FLAT METAL WELDED TO POST. ALL WELDS TO BE CONTINUOUS, GROUND SMOOTH AND FLUSH. © FINJSHGRADE INSIDESHRUBBED (j) CONCRETE FOOTING NOTES: • SIGN FABRICATOR TO INSURE STRUCTURAL INTEGRITY OF ALL SIGN COMPONENTS. • COLOR SAMPLES AND FINISHES FOR SIGN TO BE PROVIDED FORAPPROVAL BYTHE OWNER • SIGN SHALL BE INSTALLED INSIDE THE LANDSCAPE. REFER TO LANDSCAPE IRRIGATION PIANS FOR LOCATION OF SIGNS. • INSTALLAMINIMUMOFONE(l)SIGN PER IRRIGATION POINT OF CONNECTION. INSTALL-\TION NOTE: SIGNAGE TO BE INSTALLED WHEN THE IRRIGATION SYSTEM IS CONVERTED TO RECYCLED WATER USE. RECYCLED WATER WARNING SIGN S x 112" PVC 90 ELL (SIZE AS REQ'D) BRICK SUPPORTS (THREE) I 314"GRAVELSUMP ---->-ti,i'f;~- (1 CUBIC FOOT) SECTION VIEW -N.T.S. @) DRIP FLUSH VALVE Attachrent 39, Recycled water Synibol for Signs PVC LATERAL (OR EXHAUST HEADER) @- LEGEND: (j) 30-INCH LINEAR LENGTH OF WIRE, COILED 0 PVC SCH BO UNION @ PVC SCH BO NIPPLE 6 (8) PVC SCH BO NIPPLE (2-INCH LENGTH. HIDDEN)AND PVC SCH 40 ELL CD WATER PROOF CONNECTION (I OF 2) ® PVC SCH 40 MALE ADAPTER @) 3.0-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL Q) IDTAG © VALVE BOX WITH COVER: © CONTROL ZONE KIT: RAIN BIRD PER LEGEND PURPLE COLOR © FINISH GRADE @) PVC LATERAL PIPE (jJ) BRICK ( I OF4) @) PVC MAINLINE @) PVC SCH 40 TEE OR ELL @ PVC SCH BO NIPPLE (LENGTH AS REQUIRED) @ PVC SCH 40 ELL @ PVC SCH 40 COUPLING PER C.M.W.D. REQUIREMENTS: CONNECTION to HOSE NOT ALLOWED. FILTER MUST HAVE NO HOSE BIB OR HAVE HOSE BIB CONNECTION RENDERED UN-USABLE FOR A HOSE CONNECTION. ® DRIP VALVE ASSEMBLY SEE SEPARATE CUT SHEET FOR CROSS CHECKING ' 11 '' __ · 1'1"1+ ' ii ·1tri' •cc __ J)1'1''1' ! I ,_'.,_ -·\ -,ll ::1 ! ! (: ..... ·--ill 4 ··_.,,' ·: . .. ' . -·-. . ·• . I OX PIPE DIA. MIN. UPSTREAM FINISH GRADE ·-~ .• 4_, .,: ·-\lln'ill.Ll.j . S.X PIPE DIA. MIN. DOWNSTREAM • I -· . •.... . ~ ® PVC PRESSURE SUPPLY LINE RECTANGULAR VN..VE BOX -PURPLE COLOR 0 3/4" ELECTRICAL CONDUIT 8" OJA CL 160 PVC SLEEVE BOTTOM TO BE FLARED AND CONTACT TOP OF PRESSURE SUPPLY LINE FLOW SENSOR, REFER TO PLANS FOR MODEL NUMBER AND SIZE PVC REDUCING COUPLER (2 REQUIRED) © FLOW SENSOR ® BELDEN #9B89 CABLE FROM SENSOR LEADS TO DATA DECODER, REFER TO PLANS FOR LOCATION ® 3/4" GRAVEL SUMP I CU. FT. @ CONDUIT BUSHING 0 /,\RECTANGULAR PLASTIC VALVE BOX \V PURPLE IN COLOR WITH PURPLE RECYCLED LABEL RIVETED ON LID @ELECTRIC REMOTE CONTROL VALVE @FINISH GRADE © PVC LATERAL LINE NOTE: ALL PIPE AND FITTINGS USED WITH RECYCLED WATER SHALL BE PURPLE IN COLOR @ PVC SCH. 40 90 DEGREE ELL @ 314" CRUSHED ROCK SUMP (j) PRESSURE SUPPLY LINE REMOTE CONTROL VALVE 4-INCH GRATE (INCLUDED) -PURPLE COLOR. BUBBLER: RAN BIRD 1400 SERIES ~--ROOT WATERING SYSTEM: • l\. ~~ (INCLUDES 1402 0.50 GPM BUBBLER WITH RISER, GRATE, SWING ASSEMBLY, 1/2" MALE NPT INLET, AND BASKET CANISTER) SEE DETAIL 'F', THIS SHEET FOR INSTALLATION -----FINISH GRADE o!liko (I~ "':if ~ OPTIONAL PEA GRAVEL ~~~'.,/ OR RWS SAND SOCK (RWS-SOCK) g.. . FOR SANDY SOILS ~o 5l€o ·-~ 6:11~ ~~ I/2-INCH PVC SCH BO NIPPLE (INCLUDED) I/2-INCH 90-DEGREE ELBOW(INCLUDED) I2-INCH SWING ASSEMBLY (INCLUDED) I/2-INCH MALE NPT INLET (INCLUDED) PVC SCH 40 TEE OR EL LATERAL PIPE 4-INCH BASKET WEAVE CANISTER(INCLUDED) INSTALL SAND SOCK with SANDY SOIL CONDITIONS DEEP ROOT WATERING SYSTEM (BELOW GRADE) SECTION NOTES: ROOT BALL FINISHED GRADE RAINBIRD ROOT WATERING SYSTEM. INCLUDES BUBBLER, CHECK VALVE and GRATE -SEE IRRIGATION LEGEND for SPECIFICATION. SEE DETAIL 'E' THIS SHEET --------FINISHED GRADE IN TURF AREAS ----RAINBIRD ARV-10D VALVE KIT, AIR/VACUUM RELIEF VALVE ~--PLASTIC ROUND VALVE BOX, 6" SIZE HEAT BRAND "ARV" ONTO LID. PURPLE COLOR. ~ .. ~ ~ FINISHED GRADE IN ~-SHRUB AREAS 1 111!MJ I 1111 ~ill1i 11 1---;;---t:::l_:_-f:J----_ -_ "-.J" !Jc-=_ LL_J:,_-SUBSURFACE DRIP TUBING BRICK SUPPORTS LANDSCAPE FABRIC 314" ROCK, 1 CUBIC FT. RAINBIRD EASY FIT TEE, I. POSITION RWS UNITS (2 per PALM/TREE) EVENLY SPACED AROUND ROOT BALL. INSTALL PRODUCT with TOP EVEN with GROUND SURFACE. MDCFTEEAND FPT ADAPTER· MDCF75FPT SECTION VIEW -N.T.S. 2. INSTALL in ACCORDANCE with MANUFACTURER'S SPECIFICATIONS. DEEP ROOT WATERING SYSTEM ® TECHLINE AIR RELIEF VALVE (BELOW GRADE) I ,• CA\.\'I: 0~ DATE PREPARED: 9.27.11 11.3.11 11.23.11 12.08.11 2.02.12 2.10.12 2.14.12 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 1st CITYSUBMITTN.. 2nd CITY SU BM ITT N.. ._......__.._..'----1----1-----+--+------I CTa] 2nd D.E.H. SUBMITTN.. 3rd CITT SUBMITTAL 4th CITT SUBMITTAL Approval DELTA4 II AS BUIL T 11 TITLE _______ _ REVIEl,/ED BY, INSPECTOR ITY OF CARL BAD PLANNING DEPARTMENT IRRIGATION DETAILS D/\TE DATE 2.23.12 DELTAS 3.15.12 D.E.H. SUBMITTN.. ---+-----t=-~-'-==--c.CC..C~--t----,---+----t-----11 A_P_P_R_o_v_ED_:_..L..:.:C,:-~ f\L.::=~""'"'~-'------1-z;.)( ly, 6\.-01t ~--z.\.\'? PLANNING DATE MJSDesign Group'" 1----1-----1--------+----+---+---t-----1 DWN BY: ~--- ' ,m~ape A~hiOeci= < POaocicg • Desiga DATE INITIAL REVISION DATE INITIAL DATE INITIAL CHKD BY: ENGINEER OF WORK DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD: PROJECT NO: SDP 06-12 (A) I DRAWING NO: @3-2L A. GENERAL NOTES 1. BIDDING: IT SHALL BE THE OWNER'S RESPONSIBILITl' IN INVITING AND OBTAINING BIDS, SETTING ITS PROVISIONS AND INSTRUCTIONS TD BIDDERS, SECURING THEIR BONDS AND WORKERS COMPENSAl ION INSURANCE CERTIFICATES, ETC. TD FULLY ENSURE IHE QUALITl' AND TIMELY COMPLETION OF THE PROJECT. 2. SCOPE OF WORK; CONTRACTOR SI IALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES NECESSARY TO FURNISH AND INSTALL A CDIAPLETE IRRIGATION SYSffM AS PER THE DRAWINGS AND SPEClrlED HEREIN. 3. PLAN VERIFICATION THESE DDCUM[NTS MAY CONTAIN ERRORS, OMISSIONS, CONTRADICTIONS, ETC. THE CONTRACTOR SHALL REVIEW ALL DOCUMENTS THORUGHLY AND SHALL NOTIFY THE LANDSCAPE ARCHITECT AND OWNER IMMFDIATELY UPON Alfi SUCH DISCOVERY OF DISCREPANCY. GOVERNING CODES SHALL THEN APPLY. 4. LICENSE: THE CONTRACTOR SHALL BE A C-27 CALIFORNIA STATE LICENSED IRRIGATION CONTRACTOR. 5. ORDINANCES AND REGULATIONS: ALL IRRIGATION WORK WITHIN THESE DRAWINGS AND SPECIFICATIONS SHALL CONFORM TO ALL APPLICABLE GOVERNING CODES AND ORDINANCES (LOCAL, COUNT'f & STATE). 6. PERMITS AND INSPECTIONS: THE CONTRACTOR SHALL OBTl>JN, COORDINATE AND PAY FOR ALL PERMITS, FEES AND AGENCY INSPECTIONS AS REQUIRED. 7, EIEI P YERIFlcATION; CONTRACTOR SHALL VERIFY ALL D!MENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. THE CONTRACTOR SHALL NOT WILLrULLY 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 DIIJENSIONS FXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN IRRIGATION DESIGN, THE LANDSCAPE ARCHIIECT AND OWNER SHALL BE NOTIFIED IMMEDIATELY UPON ANY DISCOVERY OF DISCREPANCIES. IN THE EVENT THIS NOJIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR S'iALL ASSUME FULL RESPDNSIBILITl' FOR ANY REVISIONS NECESSARY. 8. LIABI£ FOR ENCROACHMENT: THE CONTRACTOR SIIALL BE RESPONSIBLE FOR ANY FNCROACHMENT ONTO ADJACENT PROPERT'f, RIGI IT-OF-WAYS, EASEMENTS, SET-BACKS OR ANY OTHER LEGAL PROPERTl' RFSTRICTIONS EITHER MARKED DR UNf/.ARKED. 9, METHODS OF CONSTRUCTION: THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION METHODS, MEANS, SEQUENCES, PROCEDURES AND TECHNIQUES. THE LANDSCAPE ARCHITECTURAL FlRM IS NOT LIABLE FOR CONSTRUCTION METHODS. 10. .si\EED': THE CONTRACTOR IS SOLELY RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS DURING CONSTRUCTION. 11. LJTII ITIES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VFRIFYING THE LOCAllON OF ALL UNDERGROUND UTIUTIES, FLECTRICAL CABLES, CONDUITS, AND EXISTING IRRIGATION LINES PRIOR TO ANY CONSTRUCTION, SO THAT PROPER PRFCAUTIONS MAY BE TAKEN NOT TD DAMAGE SUCII IMPRDVE'"ENTS, 12. LIABLE FOR DAMAGE: THE CONTRACTOR SHALL BE RESPONSIBLF FOR ANY DAMAGE CAUSED BY 11 S OPERATIONS TO UTILITIES, PLANTING, CONSTRUCTION, PERSONS, PROPERTl', ETC. AND SHALL PROVIDE PROJECIIVE MEANS TO GUARD AGAINST DAMAGE. 13. COORDINATION: CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION WITH APPROPRIATE TRADES THROUGH THE OWNER BEFORE STARTING WORK. 14, IRRIGATION PLANS: THE IRRIGATION PLANS ARE GENERALLY DIAGRAMMATIC AND INDICATIVE OF THE WORK TO BE INSTALLED. THE CONTRACTOR SHALL MAKE MINOR ADJUSTMENTS DURING INSTALLATION TO AVOID CONFLICTS BETWEEN, PLANTING, ARCI IITECTURAL FEATURES AND EXISTING UTILITIES. IN I ENT OF IRRIGATION DESIGN IS FULL COVERAGE, BALANCED SYS I EM. 15. D!IJENSION: ALL SCALE DIIAENSIONS ARE APPROXIMATE. WRITTEN DIMENSIONS ON DEIAILS AND PLANS TAKE PRECEDENCE OVER SCALED DIMENSIONS, 16. IRRIGATION NOTES: SEE GENERAL t,OTES ON THE DRAWINGS FOR ADDITIONAL WORK REQUIRED, BUT NOT SPECIFICALLY MENTIONED IN THESE SPECIFICATIONS. ALL WORK CALLED FOR ON THE DRAWINGS BY NOTES SHAI-L BE FURNISIIED AND INSTALLED WHETHER OR NOT SPECIFICALLY MENTIONED IN THE SPECIFICATIONS AND/OR DETAILS, 17. POINT OF CONNECTION (PO C} VERIFICATION: LOCATION OF Tl IE POINT OF COhNECTIDN SHOWN ON THE DRAWINGS MAYBE APPROXIMATE ONI.Y. THE CONTRACTOR SHALL APPROVE FINAL (P.O.C.) LOCATION WITH THE OWNER (JOB SUPERINTENDENT) THE CONTRACTOR SHALL VERIFY THE STATIC PRESSURE, MITER SIZE AND SIZE OF SERVICE TO THE MEIER (P.0,C,) AT EACH POINT OF CONNECTION. 18, MATERIALS: ALL MATERIALS AND EQJIPMENT SPECIFIED IN THESE DRAWINGS SHALL BE NEW AND IN PERFECT CONDITION WHERE INSTALLED AND SI IALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. 19, SUASTITUTIDNS: DESIGN, MATERIAL, EQUIPMENT AND PRODUCTS OTHER THAN THOSE DESCRIBED OR INDICATED ON DRAWINGS MAY BE CONSIDERED FOR USE. WRITTEN APPROVAL FOR SUBSTITUTIONS SHAc.L BE OBTAINED FROM THE OWNFR AND LANDSCAPE ARCHITECT. ALL SUBSTITUTIONS SHALL CONFORM TD LOCAL CODES AND ORDINANCES. ANY EQUIPMENT OR MATERIALS INSTALLED WI I HOUT APPROVAL BY THE OWNER OR LANDSCAPE ARCHITECT MAY BE REJECTED AND Ri:MDVED AT CONTRACTOR'S EXPENSE. 20, FITTINGS: DUE TO THE SCALE OF DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, SLEEVES, ETC., WHICH MAYBE REQUIRED. THE CONTRACTOR SHALL CAREFULLY INVESTIGATE THE STRUCTURAL AND FINISHED CONDITIONS AFlTCI ING ALL OF THE WORK AND PLAN THE WORK ACCORDINGLY, FURNISHING SUCH FITTINGS, ETC., AS MAY BE REQUIRED 10 MEET SUCH CONDITIONS. 21. NITTICE OF COMPLETION: THE COMPLETION OF THE CONTRACT SHALL BE ACCEPTED, AND NOTICE OF COMPLETION RFCORDED ONLY WHEN THE ENTIRE CONTRACT IS COMPLETED TD THE SATISFACTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. 22. OPERATING l~STRUCTIO~S: AFTER THE SYSI EM HAS BEEN CO~PLETED, THE CONTRACTOR SHALL INSTRUCI THE OWNER'S AUTHORl7FD REPRESENTAT:VE IN THE OPERATION AND MAINTENANCE OF THE SYSTEM AND SHALL FURNISH A cofl,PLETE SET OF OPERATING INSTRUCTIONS. 23. SITE IJAINTENANCE: CONTRACTOR SHALL KEEP THE PROJECT SITE CLEAN AND rREE FROM RUBBISH ANO DEBRIS. ALL DEBRIS SHALL BE REMOVED rROM SITE PER LOCAL CODE AND ORDINANCES. 24. GUARANTEE: THE ENTl~E :RRIGATION SYSTEM INCLUDING ALL WORK DONE UNDER ThlS CONTRACT, SHALL BE GUARANTEED AGAINST ALL DEFECIS AND FAULT OF IJATERIAL AND WORKMANSHIP, AND SHALL BE IAAINTAINED IN PREFECT WORKING ORDER FOR ONE (1) YEAR FROM DATE OF COMPLETION BY THE CON I RACTOR WITHOUT EXPENSE TO THE OWNER ALL MATERIALS USED SHALL CARRY A MANUFACTURER'S GUARANTEE OF MINIMUM ONE (1) YEAR. ANY SETTLING OF BACKFILLED TRENCHES WHICH MAY OCCUR DURING THE ONE YEAR PERIOD FINAL ACCEPTANCE SHALL BE RFPAIRED TO THE OWNER'S SATISFACTION BY THE CONTRACTOR WITHOUT EXPENSE IO THE OWNER -INCLUDING THE COMPLETE RESTORATION OF ALL DAMAGED PLANTING, PAVING OR OTHC:R IMPROVEMENTS OF ANY KIND. B. FIELD OBSERVATIONS 1. RE□URED FIELD OBSERVATION WORK: THESE PLANS WERE PREPARED WIIH THE UNDCRSTANDING THAT THE OWNER OF SAID PLANS WILL USE PROFESSIONAL DESIGN ASSOCIATES TO PROVIDE "FULL" CONTRACT SERVICES INCLUDING FIELD OBSERVATION SERVICES DURING CONSTRUCIION, FAILURE TO USE PROFESSIONAL DESIGN ASSOCIATES TD PROVIDE AND COMPLETF THE FIELD OBSERVATION SERVICES SET FORTH HERFIN WILL SIGNIFICANTLY INCREASE THE MISINTERPRETATION OF THE INTENT OF THE DESIGN. ANY UNAUTHORIZED MODIFICATIONS THERETO, AND FAILURE TO DETECT ERRORS AND OMISSIONS IN THE PLANS ANJ SPECIFlCATIONS CAN BFCOME COSTLY MISTAKES BUILT INTO THE PROJECT. THEREFORE, IN THE EVENT THAT PROFESSIONAL DESIGN ASSOCIATES IS OTHERWISE PRECLUDED FROM COMPLETING THE FIELD OBSERVATION SERVICES SET FOR IH HEREIN, rHE OWNER, OR SUBSEQUENT OWNER (INDIVIDUALS OR CORPORATIONS WHO HAVF PURCHASED THESE PLANS WITH IHE PROJECT), AGREES TO HOLD HARMLESS, INDEMNIFY, AND DEFEND PROFESSIONAL DESIGN ASSOCIATES AND THEIR CONSULTANIS FROIJ AND AGAINST ANY AND ALL CLA'.MS. 2. FIELD OBSERVATION COORDINATION: THE FOLLOWING OBSERVATIONS SHALL BE INIIIArED BY THE CONTRACTOR AND COORDINATED THROUGH THE OWNER (JOB SUPERINTFNDENT). THE CONTRACTOR SHALL NOTIFY IHE OV/NER (JOB SUPERINTENDENT) AND LANDSCAPE ARCI IITECT NOT LESS 'HAN FORTY-EIGHT (4B) HOURS IN ADVANCE OF ANY OBSERVATION. CONTINUED WORK WITHOUT OBSERVATION OF THFSE PHASES OF WORK IS AT IHE CONTRACTOR'S RISK, WITH ANY REQUIRED CHANGES OR MDDIFICAI IONS TO BE AT Tl IE CONTRACTOR'S EXPENSE. THE OWNER {JOB SUPFRINTENDENT) SHALL INFORM THE LANDSCAPE ARCHITECT AS TO THE PURPOSE AND TIME OF THE OBSERVATION F"ORTl'- EIGHT (48) HOURS IN ADVANCE. 3. CLOSING OF NON INSPECTED WORK THE CONTRACTOR SHALL NOT ALLOW NOR CAUSE ANY OF THE WORK TO BE COVERED OR ENCLOSED JNTIL IT HAS BEEN INSPECTED, TESTED AND APPROVED BY THE CONSULTING ENGINEER OR AUTHORIZED REPRESENTATIVE AND/OR GOVERNMENTAL AUTHORIT'f HAVING JURISDICl ION OVER THE WORK. SHOULD ANY OF THE WORK 9E ENCLOSED DR COVERED BEFORE SUCH INSPECTION AND TEST, HE SHALL UNCOVER HIS WORK AT HIS OWN EXPENSE. AFTER 17 HAS BEEN INSPECTED, TESTED AND APPROVED, THE CONTRACTOR SHALL MAKE ALL REPAIRS NECESSARY TO THE OWNER'S SATISFACTION, 4. JOB SITE MEETINGS AND REQUIRED INSPECTIONS: A. PRE-JOB MEETING ON SITE -PRIOR TO COMMENCEMENT OF WORK B. IRRIGATION MAINLINE AND EQUIPMENT LAYOUT. C. PRESSURE TEST IRRIGATION, MAINS AND LATERALS D. IRRIGATION COMPLIETION / 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 AND PREVENT UNNECESSARY OVER SPRAY ON ALL WALKS, ROADWAYS AND BUILDINGS. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED JO CORRECT ANY INADEQUACIES OF COVERAGE DISCLOSED BY THE COVERAGE TEST. C. MATERIALS NOTES 1. GENERAL: THE FOLLOWING LIST COMPRISES THE PRINCIPLE MAI ERIALS BUT DOES NOT SCT THE LIMITATION FOR MATERIALS REQUIRCD. IT SHALL BE UP TO THE CONTRACTOR TO SHOW THAT AMPLE QUANTITIES OF THE REQUIRED MATERIALS WERE USED AND INSTALLED lN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS, 2. PRESSURED MAINLINE: PIPE rROM SOURCE OF SUPPLY TO CONTROL VALVES AND HOSE BIBS 2" OR LARGER SHALL BE CLASS 315 SOR 13.5 T'fPE 1220 P.v.c. CONFORMING TO ASTM D2241, ASTM D17B4 EXIRUDED FROM VIRGIN MATERIALS. ALL PIPE LESS THAN 2" SHALL BE SCI I EDU LE 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 MANUFACIURER'S NAME 1YPE ANO CLASS OF PIPE, SIZE AND NSF APPROVAL. 3. LATERAL LINE BEi OW GRADE: NON-PRESSURIZED LATERAL LINE PIPE SHALL BE CLASS 200 SOR 21 TYPE 1220 P.V.C. CONFORMING TO ASTM D2241, D1784. P.V.C. PIPING SHALL BE EXTRUDED FROM VIRGIN MATERIALS. ALL PLASl IC PIPE SI IALL BE MARKED WITH THE MANUFACTURER'S NAME Tl'PE AND CLASS OF PIPE, SIZE AND NSF APPROVAL. 4. LATERAL UNE ON GRADE: NON PRESSURED LATERAL LINE PIPE ON GRADE SHALL BE SCHEDULE 40 U.V.R, CONFORMING ID ASTM D1785, ASTM 01784 AND ASTM G-53. MANUFACTURED BY BROWNLINE PIPE COMPANY OR AS INDICATED ON LEGEND. P.V.C. PIPING SIJALL BE EXTRUDED FROM VIRGIN MATERIALS. ALL PLASTIC PIPE SHALL BE MARKED WITH THE MANUFACTURER'S NAME T'fPE AND CLASS OF PIPE, SIZE AND NSF APPROVAL. 5. PLASTIC PIPE FITTINGS: SYALL BE SCHFDULE 40 P.V.C. (CONFORIJING TO ASTM D17B5, D2466) ,APERFD SOCKET Tl'PE, SUITABLE FDR EITHER SOLVENT WELD OR SCRFWED CONNECTIONS, FLANGE AND SADDLE TEES WILL NOT BE ALLOWED. SOLVENT SHALL BE AS RECOMMENDED BY THE PIPE AND FITTING MANUFACTURER. 5. BRASS PIPE ANp FITTINGS: 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. 7, COPPER PIPE AND FITTINGS: COPPER PIPE SHALL BE T'fPE K (HARD-DRAWN) CONFORMING TO ASTM BBB. FITTING SHALL BE WROUGHT SOLDER JOINT T'fPE IN ACCORDANCE WITH ANSI B 16.22 JOINTS SI IALL BE SOLDERED IN ACCORDA~CE TO ASTM B-206 AND FEDERAL SPECIFICATIONS QQB OD655. 8, STFFL PIPE: GALVANIZED STEEL PIPE SHALL BE ASA SCHEDULE 40 MILLED STEEL SCREWED PIPE WITH MEDIUM GALVANIZED SCREWED BEADED MALLEABLE IRON FITTINGS. STEEL P:?E SHALL BE INSTALLED ON GRADE SECURED TO SURFACE PER DETAIL. 9. BAU VAi YES: SHALL BE BRONZE OR PLASTIC BODY AS INDICATED ON DRAWINGS. 125 P.S.I. M,NIMUM, HEAVY DUT'f, FEDERAL SPECIFIED, CROSS HANDLE. INSTALL WI IH N.D.S. TYPE PLASTIC OR rnuAL ACCESS BOX AND LID. 1 D. CONTROL VAi VES: SHALL BE AS INDICATED ON THE DRAWINGS WITH FLOW ADJUSTMENT AND MANUAL BLEED DEVICE, INSTALLED, UNLESS OTHERWISE INDICATED, IN ONE OF Tl IE FOLLOWING TYPE BOXES AS INDICATED ON THE DRAWINGS. CONNECT TO CONTROI_LERS IN THE OPERATING SEQUENCE INDICATED ON THE DRAWINGS. 11. CONTROL WIRE: CONNECTIONS BETWEEN THE AUTOMATIC CONTROLLERS AND THE ELECTRONIC CONTROL VALVES SHALL BE UF, SOLID COPPER WIRE, VINYL INSULATED 600 V. RATING, FOR DIRECT BUR:AL 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 V/IRE 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 i/lRE RUN. WIRING SHALL OCCUPY THE SAME TRENCH AND SHALL BE INSTALLED ALONG THE SAME ROUTE AS PRESSURE 12. AUTOMATIC CONTROLLER: SHALL BE AS IN DI GATED ON THE DRAWINGS, COMPLETE WITH ELECTRICAL HOOKUP ANO PROPER MOUNTING. ANY CONTROL WIRF EXPOSED AT THE CONTROLLER SHALL BE ENCASED IN ELECTRICAL CONDUIT OF THE SIZE REQU:RED. OU I DOOR CONTROLLERS SHALL BE WITHIN A VANDAL RESISTANT ENCLOSURE AND EQUIPPED WITH AN ON/OFF SWITCH FOR 110 VOLT POWER SUPPLY TO CONTROLLER. 13. IRRIGATION HEADS: SHALL BE OF THE TYPES AND SIZES INDICATED ON THE DRAWINGS. ALL HEADS SHALL BE ADJUSTABLE, RISER NIPPLES SHALL BE THE SAME SIZE AS IHE RISER OPENING IN THF BODY. 14. BACKFLDW DEVICES: BACKFLOW PREVENTORS AND/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. 15. CHECK VALVES: CONTRACTOR SHALL INSTALL ANTI-DRAIN VALVES AS REOUIRED "ID PREVENT LOW HEAD DRAINAGE. ANY HEAD THAT DRAINS FOR MORE THAN ONE MINUTE RFQUIRES AN ANTI-DRAIN VALVE. 16. ATMOSPHERIC VACUUM BREAKERS: SHALL BE IJEAVY DUTl' BRASS AND FEDERAL SPECIFIED, INSIALL ON NON-CONSTANT PRFSSURE LINES (LATERAL LINE) PER MANUFACTURE'S SPECIFICATIONS. LOCATION PER DRAWINGS. 17. PRESSURE REGUl,ATQRS: SHALL BE BRONZE OR PLASTIC BODY AS INDICATED ON DRAWINGS. FACTORY SET P.S.I. AS SPECIFIED PER DRAWINGS, 1 B, QUICK COUPLERS: SHALL BE HEAVY DUTY BRASS WITH COLORIZED RUBBER COVER AND TWO (2) PIECE BODY DESIGN. LOCATION PER DRAWINGS. 19, RISERS: 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. 20. VALVE BOXES: 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. D. PLASTIC PIPE NOTES 1. HANDLING: 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 SUNLIGHT. ANY SECTION OF PIPE THAT HAS BEEN DENIED OR DAMAGED WILL BE DISCARDED. 2. LOCATIONS: PIPE LINES Sl1ALL BE INSTALi.ED IN THE LOCATIONS AND OF THE SIZES SHOWN ON THE DRAWINGS OR HEREIN SPECIFIED. WHEl~E PIPING ON THE DRAWINGS IS SHOWN UNDER PAVED AREAS 3UT RUNNING PARALLEL AND ADJACENT TO PLAN I ING AREAS, THE INTENT OF THE DRAWi is GS IS TO INSTALL I HE PIPING IN THE PLANTING AREA, 3. PIPE Cl EARANCE, UNDERGROUND LINES UP TO 2" INCLUSIVE SHALL HAVE A MINIMU~ 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, 4. ASSFMBLY: 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 BFFORE LATERAL PIPES ARE CONNECIED TO VALVES, EACH SECTION OF LATERAL PIPE SHALL BE FLUSHED OUT BEFORE SPRINKLER HEADS ARE ATTACHED. 5. UNDER CONCRETE: GFNERALLY, PIPING UNDER CONCREIE SHALL GE DONE BY JACKING, BORING OR HYDRAULIC DRIVING. WRITTEN PERMISSION 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. 6. INSTALLATION PROCEDURES: EXCFPT AS NOTED IN OTHER PARTS OF THIS SPECIF,CATIDN OR IN THE DRAWINGS, INSTALLATION OF PIPE AND FITTINGS SHALL BE AS OUTLl~E IN MANUALS AS FURNISHED BY PIPE MANUFACTURER WHICH SHALL BE DEEMED AND CONSTRUED AS PART OF THIS SPECIFICATION, PLASTIC PIPE SHALL NOl BE LAID WHEN THERE IS WATER IN TRENCH. 7. PIPE DEPTH: PROVIDE A MINIMUM 24" OF EARTH COVERAGE FOR ALL PRESSURE MAINLINE PIPE 3• AND cARGER, PROVIDE A IAINIMUM 18" OF EARTH COVERAGE FDR ALL PRESSURE MAINLINF PIPE UP TO AND INCLUDING 2 1/2". PROVIDE A MINIMUM OF 12" OF EARTH COVERAGE FOR ALL NON PRESSURE LATERAL LINES. 8. SITE MAINTENANCE: ALL LUMBER, RUBBISH AND LARGE ROCKS SHALL BE RFMOVED FROM THE TRENCHES. PIPE SHALL HAVE A FIRM, UNIFORM BEARING FOR THE ENTIRE LENGTH OF EACH PIPE LINE TO PREVENT UNEVEN SETTLIEMENI. PAD THE IRENCHES WITH DIRT OR SAND IF THE SOIL IS EXTREMELY ROCKY. 9. TREE LOCATIONS: TREE LOCATIONS TAKE PRIORIT'f OVER IRRIGAJION PIPING. STAKE TREE LOCATIONS PRIOR TO l RENChlNG PIPE, 10. EXPANSION: PLASIIC PIPE WILL EXPAND APPROXIMATELY SIX IN, (6'') PER THOUSAND FT. (1D00') BETWEE"N DAY AND NIGHT TEMPERATURES IN HOT CUMAI E. THEREFORF, PIPE SHALL BE SNAKED FROM SIDE TO SIDE OF TRENCH BOTTOM TO ALLOW FOR EXPANSION AND CONTRACTION. 1 I. PIPE MAINTENANCE: ALL FOREIGN MAITER OR DIRT SI IALL Bf" REMOVFD FROM THE INSIDE OF THE PIPE BEFORE IT IS LOWERED INTO POSITION IN THE TRENCH AND IT SHALL BE KEPT CLFAN BY APPROVED MEANS DURING AND AFTER LAYING OF THE PIPE. 12. SLEEVING: :RRIGATION LINES THAT ARE UNDER STREETS AND PAVING OVER SEVEN {7) FEET WIDE SHALL BE INSTALLED BY TIIE OWNER. SLEEVES UNDER PAVING AND STREETS SHALL BE SCHEDULE 40 AND TWO TIMES THE DIAMEI ER OF Tl IE PIPF AND/ OR ADFQUATE FOR INSTALLATION OF WIRE. SLEEVING SHALL BE COORDINATFD WITH IRRIGATION CONTRACTOR PRIOR TO BEGINNING OF WORK. 13. JOINTS: JOINTS ON RISERS SHALL BE AS SHOWN ON DETAILS. 14. THREADED CONNECTIONS: ON PLASTIC TO STEEL CONNECTIONS, THE CONTRACTOR SHALL WORK THE SI EEL CONNECTIONS FIRST, NON-HARDENING PIPE PERMATEX #2 I EFLON TAPE SHALL BE USED ON ALL THREADED PLASTIC TO SIEEL JOINTS, AND LIGHT WRENCH PRESSURE IS ALL THAT SHAL..L BE US[□. 15. filll.YENT CONNECTIONS: FOR P.V.C. PIPE CONTRACTOR SHALL USE SOLVENT PRIMER AND SOLVENT CEMENT RECOMMENDED BY TIIE MANUFACTURER AND CONFORMING TO ASTM D-2564. FDR UVR-P.V.C. SOLVENT CEMENT SHALL BE BROWNLINE BOND-TITE CEMENT (CONFORMING TO THE REOU:REMENTS OF ASIM D-2564) APPLY WITH AN APPROVED PRIMER PRIOR TO APPLICATION OF CEMENT. ALL PIPE AND FITTINGS SHALL BE IHDROUGHLY CLEANED OF DIRT, DUST AND MOISTURE BEFORE APPLYING SOLVENT. THE CONTRACTOR WILL MAKE SOLVENT WELD JOINTS WITH NON-SYNTHETIC BRISTLE BRUSH IN THE FOLLOWING SEQUENCE: A. B. APPLY A LIBERAL, EVEN COAT OF SOLVENT TD THE INSIDE OF THE FITTING. THEN APPLY A LIBERAL, EVEN COAT OF SOI.VFNT TO THE OUTSIDE OF THE PIPE, MAKING SURE THAT THE COATED AREA IS EQUAL IO THE DEPTH OF THE FITTING SOCKET. INSERT THE PIPE QUICKLY INTO THE FITTING AND TURN THE PIPE APPROX'MATELY 1/4 TURN TO DISTRIBUTE THE F. RECORD AND AS-BUILT DRAWINGS C. D. E. F. 16. 17. 18. SOLVENT AND REMOVE AIR BUBB_ES. HOLD THE JOINT FOR APPROXIMATELY 15 SECONDS SO IHE FITTING DOES t,OT PUSH OFF THE PIPE. USE A CLEAN RAG AND WIPE OFF ALL EXCESS SOLVENT TO PREVENT WEAKFNING THE JOINT. BE SURE THAT IN GOING TO THE NEXT JOINT THAT THE PIPE IS NOT TWISTED, DISTURBING THE LAST coMPLETFO JOINT. ALLOW AT LEAST 15 MINUTES SET UP TIME FOR EACH, PRESSURE LINE TESTING: ALL TESTS ON PRESSURE LINES SHALL BE COMPLETF PRIOR TO BACKFILLING: HOWEVER, SUFFICIENT BACKFlLL MATERIAL MAY BE PLACED IN TRENCHES BETWEEN FITTINGS TO ENSURE THE STABILIT'f 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 I.AST SOLVENT WELDED JOINT HAS I IAD TWELVE ( 12) HOURS TO SET AND CGRE. PRESSURE LINES SI IALL BE TESTED UNDER 150 P.S.I. WORKING PRESSURE FOR A PERIOD OF FOUR (4) HOURS ANu PROVEN TIGHT. IF LEAKS OCCUR, THE JOINT OR JOINTS SHALL BE REPLACED AND THE I ESTS REPEATED. BACKFU UNG OF TRENCHES: BECAUSE OF Tl IE EXPANSION AND CONTRACTION OF PLASl IC PIPE, BACKFILLING SIIALL BE DONE IN THE COOL PART OF THE DAY, ESPECIALLY IN HOT CLIIAATES, TRENCHES SHALL BE BACKFILLED WITH TllE EXCAVATED MATERIALS APPROVED FOR BACKFILLING, FREE FROM LARGE CLODS OF EARTH OR STONES, BACKFILL SHALL BE MFCHANICALLY COMPACTED IN THE LANDSCAPED AREAS TO A DRY DENSITl' 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 BACKFILLING UNDER PAVING: TRENCHES LOCATED UNDER WHERE PAVING, CONCRETE OR ASPHALT WILL BE INSTALLED SHALL BE BACKFILLED IN ACCORDANCE WITH RECOI-/MENDATION OF STRUCTURAL SOILS REPORT, 19. PLASTIC PIPE GUARANTEE: SPECIFICATIONS AND LITERATURE SHALL BE SUBMITTED rDR APPROVAL PRIOR TO SUBMISSION OF BID, SUBMISSION OF SAMPLES MAY ALSO BE REQUIRED. PLASTIC PIPE MANUFACTURER'S GUARANTEF SHALL COVER WORKMANSHIP OF MAI ERIALS FOR ALL PLASTIC PIPE FITTINGS. 20. DEFFCTS: ALL DEFECTS IN INSTALLATION OF PLASTIC PIPf" SHALL BE CORRECTED THROUGH THE GUARANTEE PERIOD SPECIFIED HEREIN AT THE CON I RACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. E. IRRIGATION EQUIPMENT NOTES 1. IRRIGATION FOUIPMENT: ALL IRRIGATION EQUIPMENT SI IALL BE INSTALLED PER THE SPECIFICATION AND RECOMMENDED INSTALLATION PROCEDURES OF ,HE MANUFACTURER AND CONFORM TO ALL APPLICABLE GOVERNING CODES AND ORDINANCES (LOCAL, COUNTl' & STATE). 2. TURF IRRIGATION HEADS: TURF IRRIGATION HEADS IN OPEN AREAS SHALL BE INSTALLED AT LEAST 2" ABOVE FINISHED GRADE AT THE TIME OF INSTALLATION. WITHIN FIVE DAYS OF NOIIFICATION BY THE OWNER'S REPRESENTATIVE, CONTRACT OR SHALL MAKE WHATEVFR ADJUSTMENTS OF PIPE, FITTINGS, VALVES OR SPRINKLER HEADS NECESSARY TO BRING THE SYSIEM TO TIIE PROPER LFVEL OF THE PERMANENT GRADE. I URF IRRIGATION HEADS ALONG WALKS AND DRIVEWAYS, WHERE rnE FINISHED GRADE LFVEL IS ESTABLISHED, SHALL BE SET FLUSH AT THE TIME OF INSTALLATION. IN NO CASE SHA'_L THE SPACING OF HEADS EXCEED THE MAXIMUM RECOM(lENDED BY THE MANUFACTURER, 3. SHRUB IRRIGATION HEADS; 1 IEADS IN GROUND COVER AND PLANTING AREAS SHALL BE INSTALLED ON NIPPLES HIGH ENOUGH TO BE ABOVE THE SURROUNDING PLANTING AS DIRECTED, OR AS INDICAI ED ON Tl IE PLANS. WHERE HIGH SHRUBS ARE PLANTED, LONGER RISERS SHALL BE INSTALLFD AS DIRECTED BY THE LA~DSCAPE ARCIIITECT. SHRUB HEADS ADJACENT TO WALKWAYS OR PARKING SHALL BE INSTALLFD ON AN APPROVED HI-POP HEAD PER PLAN. RISERS SHALL Bf LOCATED AS SPECIFIED PER PLANS ADJACENT TO WALLS AND BUILDINGS ONLY. IN NO CASE SHALL I HE SPACING OF HF ADS EXCEED THE MAXIMUM RECOMMENDED BY I HE MANUFACTURER. 4. 5. 6. PRESSURE Cnf,1PENSAT!NG SCREENS: CONIRACTOR SHALL INSTALL PRESSURE COMPENSATING SCREENS IN IRRIGATION 1 IEADS AS NFCFSSARY TD ENSURE UNIFORM COVERAGE AND M:NIMUM 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 POSSIBLF. BACKFLOW PE.VICES: LOCATE BACKFLDW DEVICES, 1. 2. 3, 4, 5. G. 1 ' ITEMIZED LIST: CONTRACTOR SHALL SUBMIT TO THE LANDSCAPE ARCHITECT AN ITEMIZED LIST OF EQUIPMFNT. AS-BUILTS: THE CONTRACTOR SI IALL PROVIDE AND KEEP UP- TO DATE COMPLETE "AS-BUILI" DRAWINGS INDICATING LOCATIONS, SIZES AND KINDS OF EQUIPMENT INSTALLED. PRINTS FOR THIS PURPOSE MAY BE OBTAINED FROM THF LANDSCAPE ARCHITECT AT COST. Tl IIS SET OF DRAWINGS SHALL BE KEPT ON THE SITE AND SHALL BE USED ONLY AS A RECORD SIT. CONTRACTOR ShALL FURNISH "AS-BUILT" DRAWINGS TO OWNER UPON COMPLETION OF PROJECT. AS BUILT FORMAT SUBMITTAL OF AS-BUILT PLANS SHALL BE AS REQUIRED BY THE ENGINEERING AND PLANNING DEPARTMENTS. THE FINAL PLANS SHOULD BE PREPARED BY THE LANDSCAPE ARCHITECT FROM D'MENSIONS PROVIDED BY 11 IE LANDSCAPE CONTRACTOR. FINAL AS-BUILT PLANS SHALL BE DRAITTD CLEARLY TO THE SATISFACTION OF THE CITY, AND THE ORIGINAL MYLARS SHALL GE SUBMITTED TO THE Gin' FOR THEIR KEEPING. FINAL AS-BUILT PLANS WILL BE REQUIRED TO BE REVIEWED AND APPROVED BY THE CITl' AND FINAL MYLARS WILL BE REQUIRED TO BE APPROVED AND SIGNED BY THE CIT'f PRIOR TO PLANNING DEPARTMENT SIGNING IHE PERMIT CARD. CONTRACTOR TO PROVIDE THE FOLLOWING TO LANDSCAPE ARCHITECT: A. B. C. D. E. F. G, H. CONNECTION TO EXISTING WATER LINES. CONNECTION TO EXISTING ELECTRICAL POWER. GATE VALVES, BACKFLOW PREVENTION UNITS AND CONTROLLERS. ROUTING OF IRRIGATION PRESSURE LINES (DIMENSION MAX. 100'). IRRIGATION CONTROL VALVES. ROUTING OF CONTROL WIRE. QUICK COUPLING VALVES. OTHER RELATED EQUIPMENT AS DIRECTED BY OWNER. CONTROLLER CHARTS: CONTROLI_ER 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. CONTROLLER CHART FORMAT: THE CONTROLLER C~ART SHALL BE A XEROX REDUCTION OF THE "AS BUILT" TO IHE MAXIMUM SIZE DF Tl IE CONTROLLER ODOR WILL ALLOW {CONTROLLER SEQUENCE NUMBERS MUST BE LARGE CNOUGH TO BE LEGIBLE AT Tl I[ REDUCED FORMAT). UPON COMPLETION THE CHART SHALL BE HERMETICALLY SEALEil BETWEEN Ti/0 PIECES OF PLASTIC. CHARTS SHALL BE COMPLETED AND APPROVED PRIOR TO THE FINAL IRRIGATION FIELD OBSERVATION EQUIPMENT TO BE FURNISHED MAINTENANCE TOOLS: SUPPLY THE APPROPRIAIE MAINTENANCE PERSONNEL WITII Tl IE FOLLOWING TOOLS: A. IWO SETS OF SP[CIAL TOOLS REOUIRFD FOR REMOVING, DISASSEMBLING AND ADJUSTING CACI I TYPE OF IRRIGATION HEAD AND VALVF SUPPLIED. B. I WO (2) KEYS FOR EACH AUTOMATIC CONTROLLER. C. D. ONF (1) QUICK COUPLER KEY AND MATCHING HOSE SWIVEL FOR EVERY (5) QUICK COUPLING VALVE INSTALLED. THF ABOVE LISTED EQUIPMENT SHALL 3E TURNED OVER TO THE OWNE~ AT THE CONCLUSION OF WORK AND BEFORE FINAL OBSERVATION CAN OCCUR. 7. ATIAOSPHERIC VACUUM BREAKERS AND ANTI-SIPHON VALVES IN SHRUB AREAS ONLY UNLESS OTHERWISE APPROVED BY OWNER. DEFECTS: ALL DEFECTS IN INSIALLATION OF RRIGAT•ON EQUIPMENT SHALL BE CORRECTED Tl :ROUGH THE GUARANTEE PERIOD SPECIFIED HEREIN AT I HE CONTRACTOR'S EXPrNSE TD THE SATISFACTION OF IHE DWl,ER. H. HOMEOWNERS ASSOCIATION (H.O.A.) RESPONSIBILITY 1. AS BUILTS: THE CONTRACTOR SHALL PROVIDE THE H.0.A, ONE (1) SET OF COMPLEI E "AS BUILT" INFORMATION ON AN OZALIO SEPIA MYLAR PRODUCED FROM THE LANDSCAPE ARCHITECT. 2 -MAINTENANCE PROGRAM: THE CONTRACTOR SHALL PROVIO[ THE H,0,A. ONE (1) SET OF MAINTENANCE GUIDLINES AS RECOMMl:NDED BY THE MANUFACTURER/SUPPLIER. II AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, TNCLUDING PRECISE LOCATION OF PLANTING AREAS. TITLE-------- REVIE\\IED BY: DATE INSPECl □R DATE DATE PREPARED: 1----~;2-_:.-·i' 1:....1 -+------1:.::C~~codCC:-..:l:..:.=s~'..:'.i:'...""~-'-~"':.._ -~====!====-::-~----~_!-_-_ -_ -_:: lli_] l C IT~LAslrG D~i~~] BAD Lill 11.23.11 2nd D.E.H. SUB .. M .. ITT_...AL-_, ___ +---+---f----1 12.08.11 3rd CITY SUBMITT=AL=-+---+---+----+----1 2.02.12 4th CITY SUBM .. 1._TT.,AL:--_-+---+---+----1----1 2.10.12 Approval IRRIGATION SPECIFICATIONS _AP-PR-OV-ED_: -'--'11c...c.;,J-'-\._~~=\J=f..__~- PLANNING -? -'2.1. l~ I DATE . MJSDesign Group'• 1--------1------l- DATE INITIAL DATE INITIAL OWNBY: ___ _ PROJECT NO: Lancisoope Architecture + Pla,1nin9 + Design DATE INITIAL REVISION ENGINEER OF WORK DESCRIPTION OTHER APPROVAL CITY APPROVAL CHKDBY: ---- RVWD: SDP 06-12 (A) LI...J =::) :z: LI...J > <C :E __,J <C CL .~ -~ .--· / ·1'·, -· r ~.::.=" /.~·-!: . ; .. \,1 _ ... _. " · r, ... -::, •·: ·1·· •i• i ,;~·: .1 L ·r }' J ·,l lil j . .. • ... . •. ; ··1· t.'t;:,: fi;, I I I . ..:.1: . I •j '. ,:'i.I/1 ·. J;. :.11·· .-1 · 11f'f1 . ~-. ·), ·/1 -:--~~-·. ~.. i I I , ,'; / • '. • :/ • I· /c:-':. ·?':· -~-i~-1f'iii1111JJIHJJH, ' ' '. .. ·.\ ·.. . > I :-:-:-:-:-:-:-: . ....... I .·.·::::.·. ....... . . . . . . . . . ....... ........ ....... ....... ........ ....... ........ . . . . . . . . . . . . . . . ....... . . . . . . . . I::::/::::/: - ........... ·1 I o • • . . . .. . · .. · ....... r. . . . . . . . . . . . . . . . .. .. • .. ~-·ti =-i~---- ....... . . . . . . . . I • • • • • • • . . . . . . . . ........ . . . . . . . . . . . . . . . ....... . . . . . . . . . . . . . . . ........ . . . . . . . . ....... . . . . . . . ·--~---....... . . . . . . . . ....... . . . . . . . ........ ' ... -... ... ............... . . , . . . . . . . . . ................ i----.. , • ••••• ,. •\-lc-:-;,)".''-L~ .. ,..,,,;c~ . . . . . . . . ....... ........ ....... . . . . . . . . . . . . . . . . ....... . . . . . . . . . . . . . . . . ........ ······· ··-........ ........ ....... . . . .... . . . ....... . . . .... . . . . . . .. , .... ··r···· ·.·.·r.·:.\ .·:t::: . . . . . . . . . . . . . . . . . . . . . . ....... . . . . . . . . . . . . . . . . . . . . . . . . . . . . --......... . . . . ..... ,·., ...... -.. . . . . . . . . . . . . . . . ·, ........ ....... . . . . . . . . ....... ....... . . . . . . . . . . . . . . . . . . . . . . . ....... , ....... . i:." .......... . ........ . . . . . . . ........ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' ...... ; ..... . \-;-.... .-.-.. .. ~ .... . ,, .... . ..... . ' .... I •----.. -·--····· LOBBY 4 I 6 WAS FIL 16' BTH -MATCHING CINCAM 24" BOX I ARB MAR 0 4 PYRCAL 36" BOX 36" BOX '=~ ~~~ ~~-,..~,, .LJ.L_ --l ·-,. , •·_·,~ 2 3 WAS FIL 16' BTH -MATCHING COMMUNITY BUILDING ARB MAR 36" BOX OFFICES r-, I I I I I I L -.J SN SN FITNESS SOIL TEST APPROX. LOCATION LOCATE TREE MIN 5' FROM BACK OF SIDEWALK HARDING STREET 3 1lL 1/. 18 r.0111&\ CJ: ' ARB MAR 36" BOX J I ' ~ l ,:, 17) .mMJ:i,,'\CT 0 r;; .. ~:.: .. :._.: iii 16 COMP.lie 11,:~''--~~ ,/,~ .. ......,■..._ ___ , --,fd 'i 'b : ; , :11·' . : '' i : ::0 i j' 1, I +-, i I +-.JI ____ _J 0 [I,_~ ----~1._H= =;I-±::~, KOE BIP 36" BOX I 1 J 1 4 lD WAS FIL \I, . . " :, .. ; INST ALL with 36" DEPTH ROOT BARRIER 9 BAM OLD ISGAL -:·-:.::-:.:,tl .. ··· ········; ~} ,... _______ ,,,,,.,,....,, ..... I GAS METER ' =s;::..j ,~ 16' BTH-MAT HING I PLANTING AREA DRAINAGE NOTE: - ALL PLANTING AREAS TO SLOPE MINIMUM 2% AWAY FROM STRUCTURES AND TERMINATE INTO AN APPROVED DRAINAGE SYSTEM. SEE PRECISE GRADING PLAN PREPARE BY CNIL ENGINEER. UTILllY SCREENING NOTE: CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT PRIOR TO BEGINNING LANDSCAPE WORK SO THAT THE LANDSCAPE ARCHITECT CAN REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW. % OF TURF NOTE: f------------------- NO ON-SITE TURF PROVIDED ON PROJECT. TURF PROVIDED IN CITY PAR'rONAY ONLY REFERENCE NOTES: FOR PLANTING GENERAL NOTES SEE SHEET 22 FOR POTTERY SCHEDULE SEE SHEET 22 FOR PLANTING DETAILS SEE SHEET 22 FOR PLANTING SPECIFICATIONS 23 KEY: r-, 4' x 7' CLEARANCE AREA FOR FIRE I I DEPARTMENT LADDER ACCESS AT RESCUE I I WINDOWS. NO TREES TO BE PLANTED IN THIS L_J SPACE. -* IRESCUEWINDOWLOCATION TREE MAINTENANCE NOTE: ALL TREES SHALL be MAINTAINED 24" CLEAR from BUILDINGS . LANDSCAPE GRADING NOTE: ALL COMPACTED SOIL MUST BE TILLED TO A MINIMUM DEPTH OF SIX INCHES (6',. A.5-4 LA.NDSCAPE PERCENTAGES TOTAL SOFTSCAPE = 11,060 s.f. TOTAL SITE AREA = 39,142,J. PERCENT of TOTAL SITE = 28% USED FOR LANDSCAPING A.5-5 LA.NDSCAPE MAINT. NOTE: ALL LANDSCAPE AREAS INSIDE of PROPERTY LINE/R.O.W. to be MAINTAINED by THE COMMUNITY ASSOCIATION, PARl0NAY LANDSCAPE AREAS INSIDE R.O.W. at PALM AVENUE & HARDING STREET to be MAINTAINED by THE COMMUNl1Y ASSOCIATION. CITY PLANTING NOTE: PLANTS WITH SIMILAR CULTURAL REQUIREMENTS OF EXPOSURE, SOILS AND WATER NEEDS ETC. SHALL BE GROUPED TOGETHER AND LOCATED ON THE PROJECT SITE IN MICROCLIMATES WHERE THEY WILL REQUIRE THE LEAST WATER FOR OPTIMUM GROWTH AND MAINTENANCE TREE STAKING NOTE: ALL TRISTANIA CONFERTA TO BE STAKED WITH (2) 2CY LONG GALVANIZED METAL POLES NON-THREADED. PAINTED FOREST GREEN. ALL ITALIAN CYPRESS TO BE STAKED WITH (I) 18' LONG GALVANIZED METAL POLES NON-THREADED. PAINTED FOREST GREEN. SYMBOL NAME TREES: SIZE COMMENTS QTYWUCOLS ARBUTUS 'MARINA' ARB MAR HYBRID STRAWBERRY TREE KOE BIP KOELREUTERIA BIPINNATA CHINESE FLAME TREE CIN CAM CINNAMOMUM CAMPHORA CAMPHOR TREE PYR CAL PYRUS CALLERYANA J\RISTOCRAT' BRADFORD PEAR TRI CON TRISTANIA CONFERTA BRISBANE BOX PALMS/ACCENT: 0 G BAMBUSA OLDHAMII OLDHAM BAMBOO CUPRESSUS SEMPERVIRENS 'STRICTA' ITAL/AN CYPRESS STRELITZIA NICOLAI GIANT BIRD OF PARADISE WAS FIL WASHINGTON IA FILIFERA CALIFORNIA FAN PALM VINES: liiiJ ■ DISTICTIS BUCCINATORIA BLOOD-RED TRUMPET VINE DISTICTIS 'RIVERS' ROYAL TRUMPETVINE WISTERIA SINENSIS PURPLE CHINESE WISTERIA GROUNDCOVERS and MULCH: 36" BOX STANDARD 9 36" BOX STANDARD 3 24' BOX STANDARD 4 36' BOX STANDARD 4 LOW BRANCH 24" BOX SEE TREE STAKING 16 NOTE BELOW INSTALL with 36" 15 GAL DEPTH ROOT 9 BARRIER 24" BOX SEE TREE STAKIN 7 NOTE BELOW PRUNE BROWN 24' BOX and DAMAGED 9 LEAVES 16'BTH SKINNED 9 MATCH 5 GAL STAKED. B ATTACH TO FENCE STAKED. 5 GAL ATTACH TO 2 METAL PERGOLA STAKED. ATTACH 5 GAL TO COMMUNl1Y 4 GARDEN FENCING TALL TYPE WATER CONSERVING FESCUE TURF GRASS. CONTRACTOR TO SUBMIT CUT SHEET TO LANDSCAPE ARCHITECT FOR APPROVAL SYNTHETIC TURF. "SYN-LAWN" OR EQUAL, SEE DETAIL FOR SPECIFICATION SUBMIT MANUFACTUERS CUT SHEET TO LA FOR APPROVAL Medium Medium Medium Medium Medium Low Medium Medium Low 2" THICK ROCK COBBLE BEHIND FLOWTHRU PLANTERS. 1 '-2" BEACH BUFF AVAILABLE THRU DECORATIVE STONE SOLUTIONS. 909.202.9279, CONTACT RANDY JURGENSEN. ALL SHRUB AREAS j" -I" FOREST FLOOR BARK MULCH -3" THICK MINIMUM AVAILABLE THROUGH AGUINAGA FERTILIZER COMPANY (949) 786-9558 or APPROVED EQUAL -SUBMIT SAMPLES to LA for APPROVAL * ----------------, INDICATES TREES TO BE INSTALLED WITH ROOT BARRIERS . QUANTITIES NOTE: ------------------- CONTRACTOR TO NOTE THAT THE QUANTITIES ON LEGEND AND PLANT CALLOUTS HAVE BEEN PROVIDED FOR QUICK REFERENCE ONLY. IT IS RECOMMENDED THAT THE CONTRACTOR NOT RELY ON THE ACCURACY OF THESE QUANTITIES AND PROVIDE THEIR OWN PLANT MATERIAL COUNTS AT THE TIME OF PREPARING BID, ANY DISCREPANCY IN THE Pl.ANT QUANTITIES AND SIZES SHOULD BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE LANDSCAPE ARCHITECT. TREE ROOT BARRIER NOTE: ROOT BARRIERS ARE REQUIRED WHERE TREES ARE PLANTED LESS THAN FIVE (5) FEET OF SIDEWALK, WALLS, BUILDINGS, STRUCTURES, CURBS, PAVING, PUBLIC IMPROVEMENTS WITHIN R.O.W. (TYP.), WATER, SEWER, STORM DRAIN, ETC. ROOT BARRIER SHALL BE INSTALLED AT HARDSCAPE EDGE WITH PERCOLATION TESTS OR UTILIZE STRUCTURAL SOIL BARRIER SHALL BE THE LENGTH OF THE ULTIMATE CANOPY OF THE TREE . TREE PLACEMENT NOTE: CONTRACTOR TO LOCATE ALL DRAIN LINES IN FIELD PRIOR TO THE INSTALLATION OF TREES AND PALMS. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF ANY CONFLICT WITH TREE OR PALM LOCATIONS WITH STORM DRAIN LINES. AGRONOMIC SOILS REPORT NOTE: --------! CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THREE (3) AGRONOMIC SOILS TESTS AND INSTALL PLANT MATERIAL PER REPORT AND SOIL RECOMMENDATIONS. SOIL TEST LOCATIONS INCLUDE THE FRONT LANDSCAPE SETBACK, COURTYARD AND REAR PROPERTY LINE. THE RESULTS AND RECOMMENDATIONS OF THE SOIL TESTING LABORATORY SHALL BE SUBMITTED TO AND APPROVED BY THE CITY. THE APPROVED RECOMMENDATIONS AND BACKFILL SHALL BE INCORPORATED INTO THE LANDSCAPE PLANS PRIOR TO THE START OF CONSTRUCTION AND SHALL BECOME PART OF THE APPROVED PLANS. 0 51 10' MJSDesign Group - Landscape Arch1leclul"f! +Planning+ Design NORTH SCALE: I"= 10' 20' APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTTNG AREAS . "AS BUILT" TITLE _______ _ REVIE\vED BY: DATE INSPECTOR DATE DATE PREPARED: --+-----+---+-----1 I S2HEOET I 927.11 1st CITY SUBMITTAL l--l _l.3_._ ll--l----t=2~ndccC=.ITTcc..:S~U~BM~l~TT~AL~+- ITY OF CARL BAD PLANNING DEPARTMENT l l.23. I I 2nd D.E.H. SUBMITTAL 12.0B.I I 3rd CITY SUBMITTAL 2.02, 12 4th CITY SUBMITTAL 2.10.12 Approval DATE INITIAL REVISION DATE INITIAL DATE INITIAL i=c:.=_i_c_=-=-j ENGINEER OF WORK DESCRIPTION OTHER APPROVAL CITY APPROVAL TREE, PALM, TURF and VINE PLAN APPROVED: . /I tL ~~J-t.,-r lf, EJl~JL ~--n -~~ PLANNING DATE DWNBY: ___ _ PROJECT NO: DRAWING NO: CHKDBY: __ _ RVWD: -· SDP 06-12 (A) 473-2L :r. v: L.J..J ~ :z: L.J..J > <C ___J <C Cl.. ~-;. --__ , ···-~---------,-. I i NING NOTE: UTILITY SCREE -SCAPE ARCHITECT PRIOR -------CONTACT LAND LANDSCAPE CONTRACTOR SHALL SCAPE WORK SO THAT THE CATIONS AND TO BEGINNINiN~~EWTHE PROJECT U~~~~~L UTILITIES ARCHITECTC CCORDINGLYTOFULLYS REVISE PLANS A FROM VIEW. 3" DEPTH BARK MULCH SEE SHEET 20 for TYPE and PROTECT-IN-PLACE EXISTING -AANs,o~e, ---------------------------------------------~K•WJO_N, _____ -----MIT&,~C, ---~. ---~--. w~~~ ----~-==----. ~ . 0 7777';7,:P,;7 1r-------------------------------------/ ., _ / / :P%i;©@@@ C. C C ~,@"f½~c ~r;:;::; ✓-='iT-V,:n~rr,rr,~l~~~ c ~@7(9@@©@' -L Ii-,.---~ ! r-1_ / _ --J@©©~@@©©©@@©©@@@ _ _ . -~:-ey_:;v;:;, 1 r, c; c c c c c e @@©©@@©@ Ciri.L]i'o1~Lr'rii'rnrfn1 ,'fti'li,_ ~ [j ~-l@@~,~~ * ; " "a 7 cc;;-;: ; '"'.: ~:: ~ -~~~£:;; :;:; c c c c c : ©@@~~P~P~~:-c SHRUB LEGEND: SYMBOL NAME AGAVE ATTENUATA 'NOVA! AGAVE BOUGAINVILLEA 'ROSENKA' BOUGAINVILLEA SIZE COMMENTS 15 GAL - L SHRUB TYPE SGA · QTY WUCOLS 12 Low 38 Low AT AT ri_ '" ,'.oJ!' lf0(s©@ \_z: ®~, ®• _: CE CE © C / I J . S OVER 30" IN LANDSCA!PE ELE~~~ZowED AT STREET HEIGHT ARE NNOOTE THIS SHEET. CORINERS SEE LOBBY I I rr - j COMMUNITY BUILDING OFFICES i 0 ' ~L CL CL CL CL CL ~L . . .. HARDING L s s s s s s NC UNIT FITNESS / STREET '~' -.1ll_ J "1 -1-----~-·7 NC UNIT 1 0 0 16 _G_OMf>L1C II t CE iC •"""'r __ ,, l~ !C ... , .. tb-_-"·i"•" ----7 .:~ .· '""il(~'"f7'~~-w_>_~--• --7~i;;hl ®.c c \t~ L ,c, ., 111 'C :.l===:=.::.::-:tj(lfijl le I CE C CE C iC CE C !C C • C ' C, ' C C ill'l------------,c .· .. ·.· .. ·· .. ·•····iiqt 1~1 ,c 'o ;c ,ii cec© c, CE Jc C c, C 0 C ( C~ CE 'C) J--===~i Cf CE © CE CE ~ c, c, @.,,c c I cE ce 1 ____ 7~c~~cE @ C II 'i!.j, @.c ©I ;;i!: {21 lf' ~-S:'I ,, ---7l(s)©Cl@J :r-'i'.:1--1 ·----,,, ,_ i c@~ i' @_~~.cq_ c@~© c©~I C \9~ , " ,I i I ' .,...._+-ffl; I ' ·; L PALM TRUNK LOCATION TYPICAL .,.. d Rf RP RP RP _: . s}ER30"1N LANDSCAPE ELEMENT~~D AT STREET ARE NOT ALL • 'I' HEIGHT OTE THIS;SHEET. CORNERS SEEN ;_ -·-·· - PREVENTER , wi TER METER ,·: T 0 @ @ @ 0 0 0 'GREEN BEAUTY' BUXUS MICROPHYLLA JAPANESE BOXWOOD CA!LLISTEMON 'LITTLEJOHN' DWARF CALLISTEMON COPROSMAX. KIRKII MIRROR PLANT CHONDROPET ALUM ELEPHANTINUM LARGE CA!PE RUSH DIETES BICOLOR BUTTERFLY IRIS FEIJOA SELLOWIANA PINEAPPLE GUAVA HEMEROCALLIS HYBRID EVERGREEN DAYLILY LAVA!NDULA HETEROPHYLLA SWEET LAVENDER LIGUSTRUM JAPONICUM 'TEXANUM' W IV< LEAF PRIVET LIRIOPE MUSCARI LILY TURF M CRASSIFOLIUM ® PITTOSPOTRUUM' -PITTOSPORUM 5 GAL. INFORMAL HEDGE S GAL. I GAL S GAL. S GAL. SGAL. 'RED VELVET 5GAL. S GAL. 5 GAL. INFORMAL HEDGE 5 GAL. - SGAL. I -~~+~·c~o~M~P~A;,c~~TO~A___ I f-PITTOSPORUM TOBIRA 5 GAL. {pT' MOCK ORANGE ---:--4--i-:-:-~::-::::---~ ---UTY L SHRUB FORM f---::::--T 'RH" APHIOLEPIS I. 'MAJESTIC BEA 5 GA . @ INDIA HAWTHORN RHAPHIOLEPIS INDICA 'CLARA' ® INDIA HAWTHORN @) 0 ROSA 'ICEBERG' ICEBERG ROSE ROSEMARINUS PROSTRATUS DWARF ROSEMARY STRELITZIA REGINAE BIRD OF PARADISE TRACHELOSPERMUM JASMINOIDES STAR JASMINE REFERENCE NOTE: AILS SEE SHEET 22 FOR PLANTING DET G NOTES SEE SHEET 22 SGAL. 5GAL. SGAL. SGAL. 5 GAL. 135 Medium 82 Low 277 Medium 118 Medium 173 Medium 6 Low 134 Medium 60 Medium 68 Medium 24 Medium 28 Medium 37 Medium 12 Medium 10 Medlu m 8 Medi um 157 Low 95 Medium 76 Medium FOR GENERAL PLAN~~HEDULE SEE SHEET 22 FOR POT ao d PLANT =-c:;-;-:,.;;.,:,IR!lrn() AIRE HT NOTE ----,-;:;;;.,,,.. -EASURESATMATURArTY)A 1 ~L~I N~E~-~o~~F-~s~1iG~fa;~~~~E~:1,G~~H;-r(INCLUDING PLANTINE~~wN FROM 2 POINTS. 2s I-TS OVER 30" IN H RIANGULAR ZON LANDSCAPE ~~E:~~TREET CONERS WIT~D ~~D OF CURVES. NOT ALLOW BEGINING OF CURVES OUTWARD FROM T E TY OF CALIFORNIA WU COLS NO : F LANDSCAPE SPECIES, 1s A u~~i:'.i"~EDS OF LANDSCAPE WUCOLS, WATER USE CLA~~~~~~O~ AND IS A GUIDE TO THE WA COOPERATIVE EXTENSIO PLANTS. EA DRAINAGE NOTE: NDTERMINATEINTOAN PLANTING AR E MINIMUM 2% AWAY FROM s;:~P~~~ tiviL ENGINEER. ALL PLA!NTING AREAS ~$s~~:. SEE PRECISE GRADING PLA!N APPROVED DRAINAGE MJSDesign Gr~~?,,,,· A ·t i\edullal + Pl;m11111y Landscape re 1 NORTH 0 5' 10' 20' SCALE: I"= 10' VED FOR PLANTING APPRO IGA'rION ONLY, AND IRR -RECISE 11 AS BUIL T11 INCLUDING ~LANTING LOCATION OF DATE PREPARED: 1st CITY SUBMITTAL 9.27.11 2nd CITY SUBMITTAL If. -I 1.l.11 2nd D.E.H. SUBMITTAL 11.23.11 3rd CITY SUBMITTAL Approva 2.10.12 AREAS. 1 s2;T I TITLE: ____ ==- REV!Ev/ED BY, !"SPECTOR OF CARL BAD . rr1LANNING DEPARTMENT SHRUB PLAN DATE DAT[ I SHi4s I l~l2~.0~8~,l~I f====i4!thjC~ITY~S;U~BM~l~TTAL~T===1==t==l==i ~~2-~=02.1lE~2f~~#~~~~==i==~==t==t=~ APPROVED: INITIAL REVISION DATE DESCRIPTION ENGINEER OF WORK DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL I PLANNING OWNBY: CHKD BY: RVWD: - DATE DRAWING NO: 473-2L GENERAL PLANTING NOTES: I PRIOR TO ANY FINE GRADING OR PLANTING, CONTRACTOR SHALL OBTAIN THREE (3) AGRONOMIC SOIL REPORTS AND SOIL AMENDMENT RECOMMENDATIONS PER SPECIFICATIONS, WHICH SHALL SUPERSEDE THOSE WITHIN THE SPECIFICATIONS. LOCATIONS OF TEST TO BE ENTRY, RECREATION AREA AND S.E. PORTION OF SITE 2 LANDSCAPE ARCHITECT TO APPROVE ALL PLANT MATERIAL NOT LESS THAN I WEEK PRIOR TO ANTICIPATED DELIVERY DATE. 3 CONTRACTOR SHALL REMOVE ALL GROWER STAKES, TAGS AND RIBBONS. 4 LANDSCAPE CONTRACTOR SHALL MAINTAIN PROPER DRAINAGE AND DIRECT ALL WATER TO DRAINAGE INLETS SO AS TO PREVENT STANDING WATER. 5 THE LANDSCAPE CONTRACTOR SHALL MAINTAIN ALL PLANTED AREAS FOR A PERIOD OF SIX (6) MONTHS AFTER "START OF MAINTENANCE" PERIOD. 6 CONTRACTOR SHALL GUARANTEE SHRUBS FOR 6 MONTHS AND TREE MATERIAL FOR 12 MONTHS ( I YEAR). 7 LANDSCAPE ARCHITECT SHALL APPROVE PLANT MATERIAL PLACEMENT PRIOR TO INSTALLATION. B 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 FREESTANDING WALLS UNLESS DIRECTED BY THE LANDSCAPE ARCHITECT. 9 TREES SHALL NOT BE PLANTED WHERE FUTURE GROWTH WILL OBVIOUSLY CONFLICT WITH ROOF OVERHANGS. 10 NO SHRUBS OR TREES SHALL BE PLANTED THAT WILL CREATE A VISUAL OBSTRUCTION TO SIGHT LINE OF VEHICLE TRAFFIC. 11 TREES PLANTED IN LANDSCAPE AREAS OF LESS THAN 5' IN WIDTH SHALL BE INSTALLED WITH APPROVED ROOT BARRIERS. 12 ANY PLANTING SHOWN ON THE PLANS OR EXISTING IN THE FIELD THAT CONTRADICTS THESE CRITERIA IS TO BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT FOR RESOLUTION. FAILURE TO DO SO MAY RESULT IN THE CONTRACTOR TO REMOVE OR RELOCATE PLANT MATERIAL. 13 ALL PLANTING AREAS TO SLOPE MINIMUM 2% AWAY FROM STRUCTURES AND TERMINATE INTO AN APPROVED DRAINAGE SYSTEM. SEE PRECISE GRADING PLAN PREPARE BY CIVIL ENGINEER. 14 CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT PRIOR TO BEGINNING LANDSCAPE WORK SO THIAT THE LANDSCAPE ARCHITECT CAN REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW. = z "'--I: ,,--PALM TRUNK TO BE PLUMB (VERTICAL) 2 SECTION LEGEND: CD FINISH SURFACE @ PALM TREE -SEIE Pl.ANTING Pl.AN CD 3" DIA DRAIN GRATE, TOP 1/8 of GRATE to be 2" ABOVE FINISH GRADE. NOT to be USED as SURFACE DRAINAGE. (D WASHED PLASTER or CONCRETE SAND -WET SAND to SETTLE. © 3" DIA ADS PERFORATED PIPE. ALL PERFORATED PIPES WILL be WRAPPED with DRAINGUARD. © DRAIN GUARD I.AYER, 2" MIN. SLOPE (J) 12" MIN. GRAVEL I.AYER NOTES: I. PLANT HOLE SHALL BE LARGER IF NECESSARY to PERMIT HANDLING and PLANTING without INJURY or BREAKAGE of the ROOT BALL or 2. ROOT SYSTEM ALL PALM TREES SHALL BE INSPECTED by CITY LANDSCAPE ARCHITECT PRIOR to PLANTING 7 CD CD ,..,.r,,-__-------<CD PALMATE PALM PINNATE PALM LEGEND: CD BROWN TRUNK HEIGHT (B.T.H.) @ SKINNED TRUNK CD DIAMOND CUT TRUNK © FINISH GRADE © PALM HEIGHTS Scale: N.T.S. PAL-HTii TRISTANIAS AND CYPRESS TO BE INSTALL \11/ITH METAL STAKES. SEE TREE PLA..N FOR SPECIFICATIONS LEGEND: CD TREE STAKES (2 PER TREE) PLAN VIEW = z "' --I: SECTION PREVAILING WIND ROOTBAL HEIGHT @ TREE TRUNK CD 3" MIN. DEPTH MULCH © 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 ® ROOT BALL @) 18" X 6'-0" ROOT BARRIER INST ALL@ ALL TREES Pl.ANTED S' FROM WALLS, HARDSCAPE, ETC. MANUFACTURER BY CENTURY ROOT BARRIERS (800) 480-8084 OR APPROVED EQUAL @ AMENDED BACKFILL @ SUB-GRADE I. TOP OF ST AKES SHALL NOT COME IN CONTACT W/ 2. BRANCHES. REFER TO SPECIFICATIONS FOR MULCH, PLANT PIT AND 3. AMENDMENT REQUIREMENTS (SINGLE TRUNK) ALL TREES Pl.ANTED IN TURF SHALL RECEIVE PLASTIC ARBOR GUARDS Scale: N.T.S. I I - LEGEND: CD STEEL WIRE-Fl.AG W/ 3/8"WHITE PVC/ABS TUBE @ STEEL TURNBUCKLE-I PERGUYWIRE CD MULCH 0 TEMPORARYWATERBASIN BERM REMOVE PRIOR TO HYDROSEEDING OR SODDING © FINISH GRADE © ROOT BALL (J) AMENDED BACKFILL @ ROUGHENED ® CABLE ANCHOR @) SUBGRADE ~~!t+----ff-----1 8 1U1m I ni111w111-iil11_r ... _ -~: 1111i 111 ® @ TREETIE I 11JiwUl1 • 11-,!L~+-;W=,; ,_W ____ ~@lo IT-111'-'I l~ilt:::ll 1 ' NOTE: SECTION rr[l]m1InJJ1 I ~ffill• DELETE GUYS IN FIELD AS DIRECTED BY LANDSCAPE ARCHITECT (MULTI TRUNK TREES) @ TREE PLANTING (GUYING) Scale: N.T.S. PLT-GUY @ SHRUB PLANTING LEGEND: CD WATER BASIN FORMED BY 3" HIGH BERM 0 FINISH GRADE (ROOT BALL 1/2" ABOVE FINISH GRADE AFTER SETTLEMENT) CD ROOTBALL © BACKFILL MIX SHALL CONSIST OF 75% NATIVE SOIL, 25% TYPE I SOIL AMENDMENT NOTE: I. PLANT HOLE SHALL BE LARGER if NECESSARY to PERMIT HANDLING and Pl.ANTING without INJURY or BREAKAGE of the ROOT BALL and 2. ROOT SYSTEM PLANT HOLE SIZE SHALL BE TWICE 3. THE CONTAINER DIAMETER NITROLIZED WOOD SHAVINGS Scale: N.T.S. PLT-SHS GENERAL PLANTING NOTES @ PALM TREE PLANTING & DRAIN Scale: N.T.S. PLM-PLT2 @ TREE PLANTING (DBL. STAKING) PLT-DST APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF7 PLANTING AREAS. 11 AS BUILT 11 POT and PLANT SCHEDULE SYMBOL QTY DESCRIPTION FINISH AVAILABLE FROM Pl.ANT MATERIAL (PER POT) ----- MALAYSIAN C4-TI QUICKCRETE 1-24" BOX KUMQUAT 0 3 QR-MAL3030P CHOCOLATE ATTN: BRIAN GOTZ CONTRACTOR TO SUBMIT PHOTOS TO L.A. FOR APPROVAL WITH WALNUT STAIN 714.309.6S64 4-1 GAL ROSMARINUS 0. 'PROSTRATUS' -------------------------------- POTTERY IRRIGATION NOTE: -ALL POTS TO RECEIVE SELF WATERING SYSTEM. CWI CLASSIC BY PLANTER TECHNOLOGY OR EQUAL. -ALL POTS TO RECEIVE 2" THICK ROCK COBBLE. 1 "-2" BEACH BUFF AVAILABLE THRU DECORATIVE STONE SOLUTIONS. 909.202.9279. CONTACT RANDY JURGENSEN. POTTERY and PLANT SCHEDULE TITLE _______ _ DAIE REVIE\o/ED BY, INSPECTOR DATE =p~~ ~ ~ ,_9_.2_7._I 1---+---+-ls_t C_ITY_SU_B_MI_TT_AL_+----+--+------+----il S2E2T IT1LASlf G D~A~~~ BAD 4 11.3.11 2nd CITY SUBMITTAL :===-============='--'=====: 11.23.11 2nd D.E.H. SUBMITTAL 12.08.11 led CITY SUBMITTAL 2.02.12 4th CITY SUBMITTAL 2. I 0.12 Approval APPROVED: PLANNING PLANTING NOTES and DETAILS DATE MJSDesign Group .• !----+----+------+----+---+----ii DWN BY:___ PROJECT NO: DRAWING NO: La,ads~peA~l,lleclcm•Plaooiog•Dasigo ,___DA_T_E~_I_NI_TIA_L___,REVJSION DATE INITIAL DATE INITIAL CHKD BY: __ _ ENGINEER OF WORK DESCRIPTION OTHER APPROVAL CITY APPROVAL L"'R:,_vV\',/1'_'cD'c_: ===.I ~S_D_P_0_6_-_I 2~(A~) ~ L4_7_3_-_2_L~ A. 1. 2. 3. 4. 5. 6. 7. B. 9, 1 0. 1 I . 12. 13. 14. 15. 1 6. 17. 1 B. 19. 20. 21. 22. 23. B. 1. GENERAL NOTES BIDDING: IT SHALL BE THE OWNER'S RESPONSIBILITY IN INVII ING AND OBTAINING BIDS, SETTING ITS PROVISIONS AND INSIRUCT•ONS TO BIDDERS, SECURING THEIR BONDS AND WORKE'RS COMPENSATION INSURANCE CCRllrlCArES, ETC. TO FULLY EhSURE THE QUALITY AND TIMELY COMPLETION OF THE PROJECT. SCOPE OE WORK: CONTRACTOR SHALL PROV-DE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES NECESSARY TO FURNISH AND INS I ALL A COMPLETE ALL LANDSCAPING PER THE DRAWINGS ANO SPECIFIED WITHIN. PLAN VERIFICATION: THESE DOCUMENTS MAY CONT~N ERRORS, OMISSIONS, CONTRADICTIONS, ETC, THE CONJRACIOR SHALL REVIEW ALL DOCUMENTS lliOROUGHLY AND SHALL NOTIFY THE LANDSCAPE ARCIIITCCT AND OWNER IMIJEDIATELY UPON ANY SUCH DISCOVERY OF DISCREPANCY, GOVERNING CODES SHALL THEN APPLY. l lCENSE~ THE CONTRACTOR SHALL BE A C-27 CALIFORNIA STATE LICENSED LANDSCAPE CONTRACTOR. ORDINANCES AND REGLJI.ATIONS : ALL LANDSCAPE PLANTING WITHIN THESE DRAWINGS AND SPECIFICATIONS SHALL CONFORM ID ALL APPLICABLE GOVERNING CODES AND ORDINANCFS (LOCAL, COUNTY & STATE). PERMITS AND INSPECTIONS : THE CONTRACTOR SHALL OBTAIN, COORDINATE AND PAY FOR ALL PERMITS, FEES AND AGENCY JNSPECIIONS AS REQUIRED. EIS O YERIEICATIQN! CONTRACTOR SHALL VERIFY ALL DI ENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. THE LANDSCAPE ARCHITECT AND OWNER SHALL BE NDIIFIED IMMEDIATELY UPON ANY DISCOVERY OF DISCREPANCIFS. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE LANDSCAPE CONTRACTOR SHALL ASSUMF FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. LIABLE FOR ENCROACHMENT: THE CONT~TOR SHALL BE RESPONSIBLE FOR ANY ENCROACI IMENT ONTO ADJACENT PROPERTY, RIGKT OF WAYS, EASEMENTS, SET-BACKS OR ANY OTHER LEGAL PROPERTY RESTRICTIONS EITHER MARKED OR UNMARKED, METHODS Of CONSTRUCTION: TIK CONT~TOR IS SOLFLY RFSPDNSIBLE FOR ALL CONSTRUCTION MITIIODS, MEANS, SEQUENCES, PROCEDURES AND TECHNIQUES. THE LANDSCAPE ARCHITECTURAL FIRM IS NOT LIABLE FOR CONSTRUCTION METHODS. SAFETY: THE CONIRACIOR IS SOLELY RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS DURING CONSTRUCTION. UTILITIES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING IHE LDCAIION OF ALL UNDERGROUND UTILITIES, ELECTRICAL CABLES, CONDUITS, AND IRRIGATION LINES PR!OR' 10 ANY CONSTRUCTION, SO THAT PROPER PRECAUTIONS MAY BE TAKEN NOT TO DAMAGE SUCH IMPROVEMENIS. !NSURANCEc THE CONTRACTOR SHALL OBTAIN (AND KEEP IN FORCE DURING TIIE PERIOD OF IHE CONIRACI) PUBLIC LIABILITY, WORKMAN'S COMPENSATION AND PROPERTY DAMAGE INSURANCE, AS REQUIRED BY ALL APPLICABLE CODES AND REGULATIONS, LIABLE FOR Di\MAGEc I HE CON I RACTOR SHALL BE RESPONSIBLE FDR ANY DAMAGE CAUS[D BY ITS OPCRATIDNS TO UTILITIES, EXISTING PLANTING, CONSTRUCTION, PFRSONS, PROPERCY, ETC. AND SHALL PROVIDE PROTECTVE MEANS TO GUARD AGAINST DAMAGE. COORPINATIOti~ CONTRACTOR SHALL CODRDl~ATE Al.l.. LANDSCAPE CONSTRUCTION WITH APPROPRIATE TRADES THROUGH THE OWNER BEFORE STARTING WORK. PL',NTING PLANS: I HE PLANT :NG PLANS ARE GENERALLY DIAGRAMMATIC AND INDICAIIVE OF THE WORK TO BE INSTALLED. THE CONTRACTOR SHALL MAKE MINOR AOJUSWENTS DURING INSTALLATION TO AVOID CONFLICTS BETWEEN, EXISTING IRRIGATION, EXISTING PLANTING, ARCHITECTURAL FEATURES AND UTILITIES. DIMENSIONS: ALL SCALE DIMENSIONS ARE APPRox,MATE. WRITTEN DIMENSIONS ON DETAILS AND PLANS TAKE PRECEDENCE OVER SCALFD DIMENSIONS. PL',NTING NOTES: SEE GENERAL NOTES ON THE DRAWINGS FOR ADDITIONAL WORK REQUIRED, BUT NOT SPECIFICALLY MEhTIONED IN IHESE SPECIFICATIONS. ALL WORK CALLED FOR ON THE DRAWINGS BY NOTES SIIALL 8E FURNISHED AND INSTALLFD WHETHER OR NOT SPECIFICALLY MEhTIONED IN THE SPECIFICATIONS AND/OR DETAILS. MATERIALS: ALL MAIERIALS AND EQUIPMENT SPECIFIED IN THESE DRAWINGS SHALL BE NEW AND IN PERFECT CONDITION OR THE BEST GRADE OF THE:R RESPECTIVE KINDS WHERE INSTALLED AND SHALL BF INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICAT!DNS. SUBSnrunoNs: DESIGN, MATERIAL, EQUIPMENT AND PRODUCTS OTHER THAN THOSE DESCRIBED OR INDICATED ON DRAWINGS MAY BE CONSIDERED rDR 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 DR MATERIALS INSTALLED WITHOUT APPROVAL BY IHE OWNER DR LANDSCAPE ARCHITECT MAY BE REJECTED AND REl,DVED AT CONTRACTOR'S FXPFNSE. NOTICE Of COMPLETION: THE COMPLETION OF THE CONTRACT SHALL BE ACCEPTED, AND NOTICE OF COMPLETION RECORDED ONLY WHEN THE ENTIRE CONTRACT IS COMPLETED 10 111[ SAIISFACIION OF rnE OWNER'S AUTHORIZED REPRESENTATIVE. 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. MAINTENANCE INSTRUCTIONS: AT TllE COMPLETION OF THE PROJFCT, THF CONTRACTOR SHALL INSTRUCT THE OWNER'S AUTHORIZED REPRESENTATIVE ON HOW TO PROPERLY MAINTAIN AND CARE FOR LANDSCAPE PLANTINGS, GUARANTEE: IHE ENIIRE LANDSCAPE 11,CLUDING ALL WORK DONE UNDER Tl IIS CONTRACT, SI IALL BE GUARANTEED AG~NST ALL DEFECTS AND FAULT OF MATERIAL AND WORKMANSHIP, AND SHALL BE IN PER°FCT WORKING ORDER FOR 9D DAYS FROM DATE OF COMPLETION BY THE CONTRACTOR WITHOUT EXPENSE TO THE OWNER. TREES SHALL BE GUARANTEED FOR ONE (1) YEAR. ALL MATERIALS USCD SI IALL CARRY A MANUFACTURER'S GUARANTEE OF MINIMUM ONE (1) YEAR. ANY SETTLING OF TREE/SIIRUB WELLS WH:CH MAY OCCUR DURING THE 90 DAY 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. FIELD OBSERVATIONS REQLJtRFD FIELD OBSERVATION WORK: THESE PLANS WERE PREPARED WITH THE UNDERSTANDING THAT THF OWNFR 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 COMPLFTF: THE FIFI_O OBSERVATION SERVICES SET FORTH HEREIN WILL SIGNIFICANTLY INCREASE THE MISINTERPRETATION OF THE INTENT OF THE DESIGN. ANY UNAUTHORIZED MODIFICATIONS THERETO, AND FAILURE TO DETECT ERRORS AND OMISSIONS IN THE PLANS AND SPECIFICATIONS CAN BECOME COSILY MISlAKES BUILl INIO THE PROJECT, THEREFORE, IN Tl~[ [V[NT Tl IAT PROfTSSIONAL DFSIGN ASSOCIATFS 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 PROJEClJ, AGREES TO HOLD HARMLESS, INDEMNIFY, AND DEFEND PROFESSIONAL DESIGN ASSOCIATES ANO THEIR CONSULTANTS FROM AND AGAll,;ST ANY AND ALL CLAIMS. 2. 3. 4. 5. C. 1. 2. 3. 4. 5. 6. 7. B. 9. 10. 1 I . 12. 13. 14. 15. 16. 17. D. 1. 2. 3. 4. 5. flEI D OBSFRyATIDN CQQRPINATION: 11 l[ FOLLOWING OBSERVATIONS SHALL BE INITIATFD 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 (4B) I !OURS IN ADVANCE OF ANY OBSERVATION. CONTINUED WORK WITIIOLIT OllSCRVAIION OF ANY REQUIRED CHANGFS OR MODIFICATIONS TO BE AT THE CONTRACTOR'S EXPENSE. THE OWNER (JOB SUPERINTENDENT) SHALL INFORM THE LANDSCAPE ARC;ITECT AS TO THE PURPOSE AND TIME OF THE OBSERVATION FORTY- EIGHT ( 48) HOURS IN ADVANCE. Cl OSING OF NOT 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 TdE CDNSULT:NG ENGINEER OR AUTHORIZED REPRES[NTAllVE AND/OR GOVERNMENTAL AUTHORITY HAVING JURISDICTION ovrn THE WORK. SIIOULD ANY OF TltE WORK BE ENCLOSED CR COVERED BEFORE SUCH INSPECTION ANO TEST, HE SHALL UNCOVER HIS WORK AT HIS OWN EXPENSE. AFTER IT HAS 3EEN INSPECTED, TESTED AND APPROVED, THE CONTRACTOR SI IALL MAKE ALL REPAIRS NECESSARY TO THE OWNER'S SATISFACTION. JOB SITE MEETINGS AND REO\JIRED INSPECTIONS: A. B. c. 0. E. F. G. H. I. PRE-JOB l,4EETING ON SITE-PRIOR IO COMMENCEMENT OF WORK DURING SOIL PREPARATION AT COMPLETION OF SOIL PREPARATION coMPLf;TION OF WEED CONTROL PLANT MATERIAL INSPECTION GRADING CHECK PRIOR TO GROUND COVER PROGRESS/INSTALLATION INSPECTION coUPLETION OF PLANTING 30, 60, & 90-DAY MAINTENANCE INSPECTIONS CDMPI.ITIDN: WORK SHALL BE COMPLETED UPON FINAL APPROVAL BY OWNER AND LAl,DSCAPE ARCHITECT. A FINAL INSPECTION SHALL BE HELO UPON THE COMPLETION OF THE WORK PROVIDING THE CONTRACTOR HAS COMIPLETED THE INSTALLATION OF ALL PHASES OF THE CONTRACT AND CONFORMED TO ALL REQUIREMENTS OF THESE SPECIFICATIONS. MATERIAL NOTES BENERAL: THE FOLLOWING LIST COMPRISES THE PRINCIPLE ATERIALS BUT DOES NOT SET THE LIMITATION FOR MATERIALS REQUIRED. IT SHALL BE UP TO THE CONTRACTOR TO SHOW I HAT AMPLE QUANTI IIES OF THE REQUIRED MATERIALS WERE USED AND INSTALLED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS. SCOPE OF WORK: WORK SHALL CONSIST OF !FURNISHING ALL MATERIALS, SER\llCES AND EQUIPMENT NECESSARY TO COMPLETELY INSTALL ALL LANDSCAPE WORK AS INDICATED ON THE DRAWINGS ANO I ICRCIN SPECIFIED. PLANT MATERIAi S: ALL PLANTS SHALL BE HEALTHY, WEI.L ESTABLISHED NURSERY STOCK, FREE FROM INSECTS AND I HE:R EGGS AND DISEASES. PLANTS SHALL BE FURNISHED IN TIIE QUANTITIES llEQUIRED ID COMPLETE THE WD<K AS INDICATFD ON THE DRAWINGS AND SHALL BE OF THE SPECIES AND SIZES INDICATED ON THE PLANT LIST. ALL PLANTS SHALL BE INSPECTED AND APPROVED PRIOR TO PLANTING. REJECTION DF PLANT MATERIAL: THE OWNER OR LANDSCAPE ARCI IITECT MAY REJECT ANY PLANT MATERIAL REGARDED AS UNSUITABLE AT ANY TIME AT ND A)OITIONAL COST TO THE OWNER. HANDLING/STORAGE: ALL PLANTS SHALL BE HANDLED AND STORED SO THEY ARE ADEQUAlELY PROIEClED FROM DRYJNG OUT, SUN, WIND BURN. VANDALISM OR ANY OTHER INJURY. TREE TAGGING: ALL SPECIMEN TREES CALLED OUT ON PLAN TO BE TAGGED SHALL BE SELECTED BY LANDSCAPE ARCHIIECT. TREE STAKES AND GUYS: TRFE STAKES SHALL BE LODGE POLE PINE OR CONSTRUCTION HEART REDWOOD. FURNISH AND INSTALL AS INDICATED ON DETAILS. TREE TIES: SHALL BE FLEX'BLE NON-DETERIORATING SELF- FASTENING BLACK VINYL IRE£ TIES OF THE SIZES REQUIRED TO PROPERLY SUPPORT TREES, "CINCH TIES" OR EQUAL ROOT BA.RRIERS: CONTRACTOR SHALL INSTALL APPROVED ROOT BARRIERS ON ALL TREES WITHIN FIVE (S) FEET OF HARDSCAPE, Si RUCTURES, ETC. SOD: SOD VARIETY SHAI.L BE PER PLANS. SOD SI IALL BE SUPPLIED BY PACIFIC SOD OR APPROVED FQUAL, PURCHASED FROM A RECOGNIZED TURF NURSERY, FIRST QUALITY, FRESH AND CLEAN. AGRIFDRM PLANTING TABLETS: SHALL BE 20-ID-5 ANALYSIS PROLONGED RELEASE NITROGEN. I PER 1 GALLON, 2 PER 5 GALLON, 4 PER 15 GALLON, ANO 6 PER BOX FDR SPECIMENS LARGER THAN 15 GALLON OR PER DRAWINGS. CO"'""I~" FERTILIZER; SHALL BEAR THE MANUFACTURER'S GUARANTEED STATEMENT OF ANALYSIS ND SHALL BE CONTROLLED RELEASE TYPE FERTILIZER WIIH IHE FOLLOWING MINIMUM REQURIFMFNTS: 16% NITROGEN -7% PHOSPHORIC ACID -12% POTASH ( + IRON) REDWOOD SHAVINGS: SHALL BE PURE REDWOOD SAWDUST AND SllA\llNGS OR NIIROG[N FORTIFIED FIR RESULTING FROM MILLING OPERATIONS AND SHALL NOT CONlAIN SIICKS, BLOCKS OF WOOD, OR OlliER FOREIGN MATTER. SOURCFS OF SHAVINGS SHALL BE APPROVED BY LANDSCAPF ARCHITECT. SOIL SULFUR: STANDARD COMMERCIAL BRAND, GUARANTEED ANALYSIS OF 99% SULFUR (EXPRESSED AS ELEMENTAL) SUPPLIED IN UNOPENED BAGS WITH ANALYSIS ATTACHED. BONE MEAL: SHALL BE FINE GROUND, STEAMED, DRY MATERIAL WITH A MINIMUM ANALYSIS OF 1 % NITROGEN -30% PHOSPHORIC ACID -69.5% UNDILUTED BONE. SAMPI ES: 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 COMPLEIED. CERTIFICATE$: CERTIF1CATES FOR FACH DELIVERY OF BULK MATERIAL SHALL BE FURNISHED TO THE LANDSCAPF ARCHITECT BY THE CONTRACTOR, CERTIFICATES SHALL STATE THE SOURCE, QUANTITY AND TYPE OF MATERIAL AND DATE AND ADDRESS Of THE LDCAl IONS IT WAS DELIVER[□ TO, LANDSCAPE GRADING NOTES SITE PREPARATION: THE CONTRACTOR SHALL REMOVE ALL WEEDS, ROCKS, DEBRIS, AND OTHER EXTRANEOUS MATERIALS FROM THE JOB SITE PRIOR TO PROCEEDING WITH ANY WORK. SOIL PREPARATION: ALL SOIL PREPARATION SHAI.L BE INSTALLED AS PER THE SOIL AGRONOIJY REPORT TO BE PROVIDED AND PAID FDR BY THE OWNER. SOILS REPORT SHALL CONTAIN FULL SOIL AMENDMENI RECOI/MENDATIONS. TIIE REPORT SIIALL BC IMMEDIATELY FORWARDED TO THE LANDSCAPE ARCHITECT UPON COMPLETION. SOIL AMENDMENTS: THE SOIL AMENDMENTS SPECIFIED ARE FOR BIDDING PURPOSES ONLY. THE OWNER SHALL PROVIDE FOR A SOILS AGRONOMY REPORT FROM AN APPROVFD SOII.S LABORATORY AND/OR ANY ADDITIONAL SPECIFICATION PROVIDED BY THE LANDSCAPE ARCHITFCT PRIOR TO INSTALLATION OF PLANT MATERIALS. CULTIVATION DEPTH: ALL LANDSCAPE AREAS SHALL BE CULTIVATED TO A DEPTH or 6". A~FNDMENT MIX: INCORPORATE THE FOLLOWING SOIL A ENDMENTS, OR PER SOILS REPORT, IN THE UPPER 6" OF ALL TILLING OR DISKING UNTIL ALL POCKETS AND LAYERS OF SOIL AND SOIL CONDITIONERS ARE ELIMINATED. RFDWODD SHAVINGS COMMERCIAL FERTILl7FR GYPSUM 6 YARDS PER 1000 SO. FT. 20 LBS, PER 1000 SQ, FT, I 00 LBS. PER 1000 SQ. FT. 6. 7. 8. 9. E. , . 2. 3. 4. 5. 6. 7. B. F. 1. 2. 3. G. I . 2. 3. 4. 5, 6. H. I . 2, 3. 4. 5. 6. 7. 8. FINISH GRADE: FINISH GRADES SHALL BE THOSE INDICATED ON THE DRAWINGS OR AS MAY BE CONTROLLED BY EXISTING INSTALLATIONS. GRADES NOT OTHERWISE INDICATED SI IALL BE UNIFORM. STRAIGHT LEVELS BETWEEN POINTS WHERE E_EVATIONS ARE DETERMINED. FINISH GRADES SHALL BE SMOOTH AND EVEN OF A UNIFORM PLANE WITH AN ABRUPT CHANGES IN THE SURFACE. MINOR MODELING OF THE GROUND SURFACE MAY BE REQUIRED. GRADES SHALL PROVIDE FOR T-jE NATURAL RUN-OFF OF WATER WITHOUT LOW SPOTS OR POCKETS. FLOW LINES SHALL BE SET BY INSTRUMENT AND SHALL BE THE MAXIMUM GRADIENT POSSIBLE. DRAINAGE: TiiE CONTRACTOR SHALL BE RESPONSIBLE FOR POSITIVE DRAINAGE IN ALL PLANIING AREAS IN ACCORDANCE WITH THE PLANS, D[TAILS AND SPECIFICAIIONS DR AS SPECIFIED BY lliE OWNER. FINISH GRAf)E AT TURF' AREAS: FINISH GRADE OF ALL TURF AREAS SHALL BE ONE INCH BELOW THE GRADE OF ADJACENT WALKS, PAVEMENTS, CURBS, ETC. FINISH GRADE AT SHRUB ARFA$: FINISH GRADE OF ALL SHRUBBERY AND GROUND COVcR AREAS SHALL BE -:WO INCHES BELOW THE GRADE OF ADJACENT WALKS, PAVEMENTS, CURBS, ETC., EXCEPT WHERE WATCR FLOWS ACROSS SAME. TREE AND PLANTING SHRUB NOTES PLANT DEPTH: PLANT ALL PLANTS AT THE:R NATURAL GROWING DEPI H PER DEIAIL, IN THE LOCATIONS SHOWN ON THE DRAWINGS. EXCAVATED PITS: EXCAVATE PITS WITH SQUARE AND VERTICAL SIDES, 2 TIMES THE DiAMETER, AND 12" GREATER IN DEPIH fHAN THE SIZE OF I HE PLANT CONTAINER. BACKFO I MIXTIIR[: BACKFILL 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 FOLLOWING PREPARED MIXTURE OR PER SOILS REPORI: 1 D PARTS TOP SOIL 6 PARTS REDWOOD SHAVINGS 1/4 LB. BONE MEAL AGRIFDRM PLANT TABLEIS, 1 PER GALLON, 2 PER 5 GALLON, 4 PER 15 GALLON, AND 6 PER BOX FOR SPECIMENS LARGER THAN 15 GALLON. TREE LOCATIONS: TREE LOCATIONS TAKE PRECEDENCE OVER IRRIGAT10N LINES, CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS AS NECESSARY. rTER BAS/bl: CONSTRUCT A SIX INCH DEEP WATER BASIN, ULCH WITH A TWO INCH LAYER OF REDWOOD SHAVINGS, AND WATER THOROUGHLY, BACKFILLING WITH ADDITIONAL MIX WHERE VOIDS APPEAR. TREE STAKES: AI.L NURSERY STAKES SHALL BE RFMDVFD AND ALL TREES SHALL BE INSTALLED WITH LODGE ?OLE STAKES DRIVEN 3 FEET INTO THE GROUND. TREE STAKES SHALL .~OT PIERCE THE ROOTBALL AND NOT INJURE TREE ROOTS. SEE IREE PLAN-lJNG DC-IAILS. TREE TIES: TREE TIES ShALL BE FASTENED TO THE TREE ANO STAKE BY LOOPING THE TIES I~ FIGURE B'S WITH THE INSIDE OF THE TREE TRUNK. FASTEN TIE TO THE STAKE WITH ONE GALVANIZED ROOFING NAIL. DEFECTS: ALL DEFECTS IN TREE AND SHRUB PLANTING SHALL BE CORRECTED THROUGH THE GUARANTEE PERIOD SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. VINE PLANTING NOTES GENERAL: ALL VINES SHALL BE PLANTED PER THE VINE PLANl:NG DETAIL, AND Tl IE WOOD SUPPORT STAKE SHALL BE CAREFULLY REMOVED WITHOUT DAMAGE TO THE ROOTBALL. WOOD FENCES: VlNES ATTACHED TO WOOD FENCES SHALL BE SECURED WITH GALVANIZED NAILS OR GALVANIZED EYE SCREWS AND HEAVY DUTY VINE TIES, MASONRY WALLS: ON MASONRY WALLS ATTACH WITH ADHESIVE TYPE VINE SUPPORTS WITH SILICONE ADHFSIVE OR GALVANIZED EYE SCREWS AND WIRE (PER DETAIL). ATTACH VINE WITH HEAVY DUTY VINE TIES GROUNDCOVER PLANTING NOTES GENERAL: ALL GROUNDCOVER AREAS NOTED ON PLANS S-jALL BE PLANTED WITH ROOTED cumNG FROM FLATS, PLANT CONTINUOUSLY UNDER TREES AND SHRUBS AT THE SPACING INDICATED PER PLANS SPACING: INSTALL PLANS IN AREAS AND TO SPACING AS SHOWN ON THE DRAWINGS IN EVENLY TRIANGULAR SPACED ROWS. E)fCl\l'ATE P[S: FXCAVATE PITS A MINIMUM 3" x 4" WITH SUFFlCIENT 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 WITHDLIT PILING AT CROWN. WATERING: WAl[R IIIOROUGJILY AllCR SUIIICICNT ARLA IIAS BEEN PLANTED. ANY PLANTINGS SHOWING EVIDENCE OF DRYING OUT OR BADLY WILTING WILL NOT BE ACCEPTED. PRE EMERGENT: ~PLY TREFLAN OR APPROVED PRE- EMERGENT IMMEDIATELY AFTER PLANTING TO ALL GROUNDCOVER AREAS. HYDROSEEDED AREAS NOT INCLUDED. DEFECTS: ALL DEFECTS IN GROUNOCOVER PLANTING SHALL BE CORRECTED THROUGH lliE GUARANTEE PERIOD SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. SODDING NOTES FINISH GRAf)E: SOIL SHALL BE LEFT 1 -1/2' BELOW FINISH GRADE AS THE SOD WILL BRING THE LEVEL UP TO THE PROPER HEIGHT. UIJF PREPARATION: AFTER PREPARATION OF SOIL. THE AREA UST BE PRE-IRRIGATED TO WET IT TO A DEPTH OF FOUR INCHES. IT SHALL BE DAMP BUT NOT MUDDY AND WITHOUT DEPRESSIONS. HANDLING: INITIAL PLACEMENT OF SOD SHALL BE LAID WITHIN TWO DAYS AFTER IT IS DELIVERED. IT SHALL NOT BE LEFT IN THE HOT SUN, IN ROLLS. OR STACKED OVERNIGKT. FERTILIZER: PRIOR TO PLACING OF SOD, BROADCAST 16-20-0 FERTILIZER AT A RATE OF SEVEN POUNDS PER 1,000 SQUARE FEET OVER SURFACE. .LAl'.Oill: SOD SI IALL BC Ul,ROLLCD AND 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. IMSTALU,HDN: AFTER LAYING SOD, IRRIGATE MODERATELY TO INSURE MOISTURE PEl,ETRATIDN, THEN ROLL WITH A RYAN TYPE SOD ROLLER. SOD SHALL BE FLUSH WITH GRADES OF ADJACENT SIDEWALKS, CURBS AND HEADERBDARDS. WATER AND ROLL AGAIN IF GRADE DOES NOT MEET THESE CONDITIONS. WATERING: AFTFR ROLLING THF SOD, THE ARFAS SHALL BE THOROUGHLY WATERED TO A DEPTH OF 6" AND KEPT CONTINUALLY MOIST FOR A PERIOD OF TEN DAYS. DEFECTS: ALL DEFECTS IN SOD PLANTING SHALL BE CORRECTED Tl I ROUGH Tl IE GUARANTEE PERIOD SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. I . I. 2. 3. 4. 5. 6. 7. J. I. 2. 3, 4. 5. 6. 7. K. I. 2. 3. BROADCAST SEEDED TURF NOTES SOIL PREPARATION: ALL ROCKS SI IALL BE REMOVED OVER 1 /2" AND SHALL BE RAKED TO FINISH GRADE. ( 1" BELOW CONCRETF). SITE PREPARAIION: AFTER PREPARATION OF SOIL, THE AREA MUST BE PRE-IRRIGATED TO WET IT TO A DEPTH OF FOUR INCHES. IT SHALL BE DAMP BUT NOT MUDDY AND WITHOUT DEPRESSIONS. SEED f?ACKAGING: ALL SEED ShALL BE DELIVERED TO THE SITE IN SE>I_ED BAGS. EACH SEED MIX SHALL BE PACKAGED SUCh THAT EACH SEED TYPE IS BAGGED SEPARATELY AND IN THE CORRECT PRE-WEIGHIED PROPDRIIDNS FOR l"HE SEED MIX. SFED MIX: SEED AT RECOMMENDED RATES, SEED MIX, SPECIES PER PLANS, SHALL BE EVENLY ~PLIED AND WITH GOOD COVERAGE. SEED MIX SHALL CONTAIN: FERTILIZER ( 12-12-12) MULCH WATERING: Al ENSURE MOISTURE PENETRATION. PROTECTION IO LBS./1000 SQ. FT. 1 BOO LBS./ ACRE AND, UN I IL r INAL ACCEPTANCE or WORK. CERTIFICATION or THE LOCATIONS IT WAS DELIVERED TD. SLOPE PLANTING NOTES GENERAL: THE OWNER SHALL HAVE A SOIL ANALYSIS MmE AFTER COMPLETION OF THE ROUGH GRADING. THE CONTRACTOR SHALL INCORPORAlE ALL SOIL AMENDMENIS AND FERTILIZERS PRESCRIBED PER SOIL AGRONOMY REPORT. THE SOIL PREPARATION SPECIFIED BELOW SHALL BE ADJUSTED ACCORDINGLY TO THE ANALYSIS. SLOPE TEXTURING (CUT SI OPE~: THESE SURFACES SHALL BE ROUGHENED IN A HORIZONT L DIRECTION FDLLOW:NG THE CONTOUR OF THE SLOPE. THE ROUGHENED TEXTURE SHALL BE MADE BY HAND RAKING OR SIMILAR MECHANICAL MEANS. SLOPE TEXTURING (FILL SLOPES); THESE SURFACES SHALL BE coMPACIED AND FINISHED AND ALSO ROUGHENED IN A I IORIZONTAL DIRECTION FOLLOWING THE CONTOUR OF THE SLOPES. THE ROUGHENED TEXTURE SHALL BE MADE BY HAND RAKING OR SIMILAR MECHANICAL MEANS. WEED ERADICATION PROCEDURES: A, MANUALLY RFMDVE ALL EXISTING VFGETATION AND DISPOSE OF IT OFF-SITE IN A SUITABLE AND LAWFUL MAl,NER. 8. FERTILIZE ALL PLANIING AREAS WIiii F[RIILIZCR BASED ON SOIL LAB'S RECOMMENDATIONS. (SEE PLANTING DFTAIL SHEET). ADD ANY AND ALL SOIL AMENDMENTS AS REQUIRED, PER THE SOIL ANALYSIS, BEGIN WATERING PROCESS TO ACTIVATE FERTILIZER ANO ADDITIVE CHEMICALS. C. WATER ALL PLANTING MEAS THOROUGHLY AND CONTINUOUSLY FOR A PERIOD OF TWO (2) CONSECUTIVE VIFEKS. THE LANDSCAPF ARCHITFCT SHALL APPROVE SPECIFIC WATERING DURATION ANO FREQUENCY PROGRAM DESIGNED TO GERMINATE ALL RESIDUAL WEED SEEDS. D. DISCONTINUE WATERING PROCESS FOR TWO (2) DAYS, THEN APPLY 'RDUNO 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 SUFFICIENT PERIOD OF TIME TO ENSURE THAT ALL WEEDS ARE DEAD. REPEAT THE ABOVE PROCEDURE AS MANY TTMES AS NECESSARY TO ACHIEVE A WEED- FREE CONDITION. F. CLEAR ALL DESICCATED WEEDS FROM THE SLOPES TO rlK t!NISI l[D GRADE. WATERING: WATER ALL PLANTING AREAS THOROUGHLY AND CONTINUOUSLY FOR THREE (3) CONSECUTIVE DAYS TO SATURATE UPPER LAYERS OF SOIL PRIOR TO PLANTING. PLANTING: PLANT TREES AND SltRUBS AS CALLED FDR WHERE INDICATFD ON PLANTING PLAN AND AS DETAILED ON PLANTING DETAIL SHEET. SUBSTITUTIONS OF PLANTS WILL NOT BE ACCEPTED UNLESS APPROVED BY LANDSCAPE ARCHITECT. INSTALL AGRI-FORM PLANTING TABLETS AS CALLED FOR IN LEGEND. PLANT ALL CONlAINER GROWN PLANIS IN PLANIING PITS lWD (2) IIMES WIDER ANO lWO (2) TIMES DEEPER THAN THE CONTAINER. THOROUGHLY MIX THE SPECIFIED MATERIALS FOUND IN TiiE SOIL ANALYSIS REPORT AND THOSE SPECIFIED ON THE PLANTING DETAIL SHEET, WITH THE SITE SOIL, PRIOR TO BACKFILLING OF PLANTING PITS. PEFFCJS: ALL DEFECTS IN SLOPE PLANTING SHALL BE CORRECTED THROUGH THE GUARANTEE PERIOD SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. HYDROSEEDING NOTES SEED PACKAGING: ALL SEED SHALL BE DELIVERED TO THE SITE IN SEALED BAGS. EACH SEED MIX SHALL BE PACKAGED SUCH THAT EACH SEED TYPE IS BAGGED SEPARAIELY AND IN IHE CDRR[CT PRC-WEIGIITED PROPORTIONS FOR THE SEED M:X. HYDROSEED MIX: HYOROSffD MIX AND MULCH SHALL BE A~ENDED TO SUIT SPECIFIC SITE CONDITIONS. VERIFY HYDRDSEED MIX WITH THE LANDSCAPE ARCHITECT, UPON RESULTS OF THE SOIL ANALYSIS. THE MIX SHALL BE APPLIED TO ALL SLOPE AREAS DIRECTLY AFTER THE lNS-IALLAllON OF ALL PLANT MATERIALS AS FINAL DRESSING. SEE PLANTING DETAIL SHF:ET FDR TYPE AND QUANTITY OF SEED MIX, FERTILIZER AND momoNAL AMENDMENTS. _WATElilllG: WATER ALL PLANTING AREAS THOROUGHLY AND CONTINUOUSLY FOR THREE (3) CONSECUTIVE DAYS TO SATURATE UPPER LAYERS OF SOIL PRIOR TO THE HYDROSEFDING OPERATION. THEN Al.I.OW PLAI-ITING AREA SOIL SURFACE TO DRY OUT FOR ONE (1) DAY ONLY, PRIOR TO THE HYOROSEEDING APPLICATION. CARE MUST BE TAKEN NOT TO ALLOW THE SOLID SURFACE TO SUPER-SATURATE WITH WATER PRIOR TO THE HYDROSEEDING INSTALLATION, AT THE SAME TIME, Tl IE SOIL SURFACE SHOULD NOT BE BONE DRY. Tl l[R[ SHOULD BE SDME RESIDUAL MOISTURE WITHIN THE FIRST 1/2" OF SOIL SURFACE. 4. 5. 6. 7. 8, 9. L. I • 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. EQUIPMENT~ HYDRAULIC 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 AGITAfE, SUSPEND, AND IIDMDGENEOUSLY MIX A SLURRY CONTAINING NOT LESS THAN 40 LBS. OF FIBER MUI.CH PLUS A COMBINATION OF 7 LBS, OF FERTIUZER SDI.IDS FOR EACH IOD GALLONS OF WATER. THE SLURRY DISTRIBLITION LINES SHALL BE LARGE ENOUGH TO PREVENT STOPPAGE AND SHALL BE EQUIPPED Willi A SET OF HYDRAULIC SPl~Y NDZZL[S WI IICH Sl!ALL PLAC[ 11 JC SLURRY IANK At.JO SPRAY NDZZLC WITI IIN SUFFICICNT PROXIMITY TO Tl IE ARCAS TO BE SEEDED. PREPARATION: THE SLURRY PREPARATION SHALL TAKE PLACE AT THE SITE OF WORK AND SHALL BEGIN BY ADDING WATER TO THE TANK WHEN IHE ENGINE IS AT 1/2 fHRDTTLE. WIIEN TIIC 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 I HE FlBER MULCH. I HE FIBER MULCH SHALL ONLY BE ADDED TO THE MIXTURE AFTER TIIE SEED AND WIIEN THE TANK IS AT LEAST 1/.3 FILLED WITH WATER. ALL FIBER MULCH SHALL BE morn BY THE mAE THE TANK IS 2/3 TO 3/4 FULL SPRAYING SHALL COMMENCE IMMEDIATELY WHEN II-IE IANK IS FULL APPLICATION: WHEN HYDRAULICALLY SPRAYED ON THE SOIL SURFACE, THE HYDRO-MULCHING SHALL FORM A BLOTTER-LIKE GROUND COVER IMPREGNATED UNIFORMLY WITN SSED AND FERTILIZER AND SHALL ALLOW THE ABSORPTION OF MOISTURE AND RAINFALL PERCDLAlE 10 l"HE UNDERLYING SOIL. R[MDVE ALL FIBER APPLIED TO OR~N GUTTERS, STREETS, WALLS AND OTHER CONSTRUCTION. LEAVE SITE BROOM-CLEAN. GERUINIIIIQl'i; THE LANDSCAPE ARCHITECT SHALL CERTIFY Tl IAT I IYDRDS[[O[D AR[AS I IAY[ ACI ll[V[□ [V[N GFRMINATION. UNFVFN GFRIJ1NATFD ARFAS SHA'-L BE RESEEDED LNTIL EVEN GERMINATION HAS BEEN ACHIEVED. CERIIFICATION: CERTIFICATES FOR EACH DELIVERY OF BULK MATrnlAL SI IALL B[ IURNISI l[D TO TllE LANDSCAPE ARCH 1TECT BY THE CONTRACTOR, CERTIFICATES SHALL STATE THE SOURCE, QUANTITY AND TYPE OF MATERIAL ANO DATE AND ADDRESS OF THE LOCATIONS IT WAS DELIVERED TO. DEFECTS: ALL DEFECTS IN HYDROSEED PLANTING SI IALL BE CORRECTED TI-JROUGH 71--IE GUARANTEE PERIOD SPECIFIFD HEREIN AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. MAINTENANCE NOTES MAINTENANCE PERIOD: THE MAINTENANCE PERIOD SHALL BE FOR 90 CALENDAR DAYS BEGINNING ON THE DAY OF THE CHECK INSPECl ION AFI ER ALL WORK HAS BEEN INSTALL[□ AND APPROVED BY THE LANDSCAPE ARCHITECT. THE MAINTENANCE PERIOD MAY BE EXTENDED TO INCLUDE ANY ADDIT!ONAL TIME THAT MAY BE REQUIRED TO MEET THE REQUL".EMENTS OF THE WORK SPECIFIED. GENERAL: TllE GENERAL CAR[ AND MMNIT:t-.ANCE OF ALL AREAS SHALL CONSIST OF PROPER WATERING, FFRTILIZATIDN, WEEDING, RODENT CONTROL, CLEANUP, ETC. SAFETY: ALL PLANT MATERIALS SHALL BE CHECKED AND MAINTAINED AS REQulRED IN AN ONGOING PROGRAM ID ASSURE A SAFE EN\llRDNMENT. WA:rfRING; WATER ALL PLANTINGS TO ASSURE COMPLETE GERMINATION OF ALL SEEDED AREAS AND CONTINUED GROWTii OF TiiE PLANTS, AREAS THAT DO NOT HAVE ADEQUAIC IRRIGAIIDN COVCRAGE OR WIIICII MAY REQUIRE ADDITIONAL DEEP WATERING SHALL BE WATERFD BY HAND AS REQUIRED. IRRIGATION COVERAGE: ADJUST ALL IRRIGATION HEADS IN EACH AREA AND ZONE OF EXPOSURE SO THAT IHE OPIIMUM AMOUNT OF WATCR IS APPLIED AT THE P,SOPER TIMES WITHOUT OVERTHROW ONTO WALLS, WALKS, FTC. CULllYAIING AND WEEDING: CULTIVATE AND WEED ALL PLANTED AREAS AT REGULAR INTERVALS NOT TO EXCEED 15 DAYS. EXERCISE CARE WHEN CULIIVAIING TO AV01D DAM~E TO ROOTS OF Tl I[ GROWING PLANTS. CHEMICAi HERBICIDES: A CERTIFIED TECHNICIAN SHALL APPLY CHEMICAL HERBICIDES TO CONTROL WEEDS AT THE OPTION OF THE CONTRACTOR AND UPON PRIOR APPROVAL BY I HE LANDSCAPE ARCHI I ECT. PFST AND DISEASE CONTROi: A CERTIFIED TECHNICIAN SHALL SPRAY AS NECESSARY TD CONTROL ALL INFESTATIONS. RODENT CONTROL: THE CONTRACTOR SHALL TAKE THE NECESSARY SIEPS ID ELIMINAIE ANY RODENTS ENCOUNTERED ON srrE. PRUNING: ALL PRUNING SHALL BE IN ACCORDANCE WITH ARBORS GUIDELINES. DAMAGED, DEAD OR DRYING BRANCHES SHALL BE REMOVED BACK TO A POINT OF GROW-H. Pl.ANT REPI AcEMENTS: 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 END OF IHE MAINTENANCE PERIOD, ALL PLANT MATERIAL SHALL BE IN A HEALTHY, GROWING CONDITION. TURF AREAS: AT THE END OF EACH THIRTY DAY PERIOD OF MAINTENANCE, THE CONTRACTOR SHALL DD 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 SUFFICIENT TOP S01L TO RAISE TO PROPER GRADE, COMPACT LIGHTLY AND RESOD THE FILLED AREAS. TURF WEED CONTROL: IURF AREAS SHALL BE IRlATl:.D WITH A BROADLEAF WEED KILLER APPLIED PCR MANUFACTURER'S RECDMMENDATTDNS. TIJRf fER]I IZER: FERTILIZE ALL TURF AREAS WITH COMMERCIAL FERTILIZER, 16-6-B M NIMUM ANALYSIS, AT THE RATE OF TEN (10) POUNDS PER 1000 SQ, FT, OF AREA. MoW1NG: Mow ALL ruRF AREAs BEFORE THEY REACH A HEIGHT OF THREE INCHES WITH MOWER SET AT TWO INCHES. MAINTAIN ALL TURF AREAS AT A T/10 INCH HEIGKT THROUGHOUT THE MAINTENANCE PERIOD. M. 1. 2. 16. 17. RE-HXPROSEEPING: THE CONTRACTOR SHALL RE- HYDRDSEED ALL HYOROSEFDFD AREAS ERODED OR NON- GERMINATING AT THE END OF EACH THIRTY DAYS. CLEAN UP: DURING T ~E COURSE OF THE MAINTENANCE WORK, THE CONTRACTOR SHALL REMOVE SURPLUS MATFRIALS AND DEBRIS FROM THE SITE AND SI IALL M~NTNN THE PREMISES IN A NEAT AND CLEAN CONDITION AT ALL T'MES. 18. FlNAL INSPECTION: WILL BE HELD AT THE ENO OF THE 90-DAY MAINTENANCE PERIOD. POST 1NSTALLATION IJAINTENANCE GUIDELINES A SCHEDULE FOR ONGOING M~NTENANCE SHALL BE PREPARED AND SHOWN ON THE PLANTING PLAN USING THE FOLLOWING GUIDELINES. A. ANY Al_TFRATIONS TO THE LANDSCAPE MUST BC APPROVCO BY THE DIRECTOR OF PLANNING AND COMMUNITY DEVELOPMENT. B. CONTROL ALL HARMFUL DISEASES AND PESTS. ALL c,;EMICAL APPLICATIONS MUST BE PER STATE LICENSFD ADVISORS AND APPLICATIONS. C. PRUNING SHALL BE DONE TO KEEP PLANTS WITHIN SPECIAL LIMITATIONS, REMOVAL OF DEADWOOD, CROSS-BRANCHING, ETC., PER INTERNATIONAL SOCIETY Of ARBDRICULTURE STANDARDS (ISA). PLANIS SHALL NEVER BE SHEARED UNLESS SPECIFIED ON THE ~PROVED PLAN. TREES ARE TO BE ALLOWED TO CROW TO THE DESIGNED SIZE TO PROVIDE MAXIMUM SHADING OF PAVED AREAS. D. WATER SHALL BE APPLIED FOR OPTIMUM PLAt,;T GROWTH WITH MINIMAL RUNOFF OR OVERS PRAY. E. ADJUST CONTROLLERS PER CURRENT CALIFORNIA IRRIGATION MANAGEMENT 1NroRMATION SYSTEM (CIMIS) DATE (B05) 664-4921. F. ~WAYS REPLACE HEADS WITH SAME KIND OR MATCHING PRECIPITATION RATE. G. BACKFLOW DE\llCE SHALL GE TESTED AND CERTIFIED ANNUALLY BY THE VENTURA COUNTY ENVIRDINENTAL HEALTH DIVISION. H. INSPECT TREE SUPPORTS FREQUENTLY AND REMOVE AS SOON AS PLANTS WILL STAND I. J. WITHOUT SUPPORT AND WILL BE ABLE TO RESIST WIND DAMAGE. NEVER ALLOW SUPPORT MATERIALS TO GIRDLE TRUNK OF BRANCHES. LANDSCAPE IRRIGAllON SHALL BE SCHEDULED DURl~G THE NIGHT OR EARLY MORNING HOURS. A REGULAR MAINTENANCE SCHEDULE SHALL INCLUDE CHECKING, ~JUSTING, AND REPAIRING THE IRRIGATION EQUIPMENT: AERATING AND DETACHING TURF AREAS; REPLENISHING MULCH: FERTILIZATION; PRUNING, WEEDING, AND REMOVING LITTER IN ALL LANDSCAPED AREAS. HOMEOWNERS ASSOCIATION (H.O.A.) RESPONSIBILITY AS-BUILTS: THE CONTRACTOR SHALL PROVIDE THE H.O.A. ONE (1) SET OF COl~PLETE "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. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT 11 TITLE _______ _ REV!Ev/ED BY, DATE DATE PREPARED: 1-----------JI--------.. 9.27.11 1st CITY SUBMITTAL 1--==-l-------jF=~=~~=-t----- ll.l.ll 2nd CITY SUBMITTAL +------, 11.23.11 2nd D.E.H. SUBMITTAL I-----I-------Jl---------t--··-- 12.08.11 JrdCITYSUBMITTAL 2.02.12 4th CITY SUBMITTAL 1-----1------+ 2.10.12 Approval 1------f------f-'-~-----·--------- INSPECTOR APPROVED: PLANNING PLANTING SPECIFICATIONS DAlE SHEETS 24 1----1-----f------------ MJSDesign Group .. 1---1-----+------+~=---+-=:::-:-:-+-::-:-==-t-;;-;=c---l LacdsrapeAcohO,>sre <Piao"'"'' Desgo ,__D_A_T_E __ 1-_IN_I_T_IA_L _ __, REVISION DATE INITIAL DATE INITIAL DWNBY: ___ _ PROJECT NO: DRAWING NO: ENGINEER OF WORK DESCRIPTION OTHER APPROVAL CITY APPROVAL CHKD BY: ---- RVWD: SDP 06-12 (A) 473-2L ----------- I I I I I \ 1-----1 < I < I '--L,L 1 ---I L.J..J ::::) :z L.J..J > c::::C :E: ___J c::::C o,_ ··"' I I I . I I I I \ I I I \ I I I I I \ ··-···--'---~- • ____ .,, I -~- ' • I Ii LOBBY REFERENCE NOTE: LIGHT FIXTURE LEGEND: PLANS ARE FOR REFERENCE ONLY. SEE ELECTRICAL PLANS PREPARED BY DAVE NUTTER AND ASSOCIATES SYMBOL TYPE/ LOCATION MANUFACTURER/ LO.MP/ VOLTS MOUNTING/NOTES CATALOG# LOAD ' --__ \ / --L. \-I __ ,_ I ' • L~7JJ I I / / ·@,-· 0 0 0 .21_ -iiL 16 LOME'ilCl 0 ~ T oe -{ -r.c I~ -i,r-/ -m: ---gr-1 Lt --Br--,;r PROPOSED L.V. TRANSFORMER LOCATION. r-~-1 r =~ SEE ELECTRICAL ENGINEER'S PLANS FOR -ll-1 ' f ~ ~ l f ~ ~ l COO INATIO ALL FOUNTAIN LIGHTING PER DESIGN BUILD CONTRACTOR. ~~JI ALL FOUNTAIN LIGHTING TO BE IN RECESSED NICHES. ' , ~ 1 LANDSCAPE ARCHITECT TO REVIEW SHOP DRAWINGS PRIOR _~ -JI ,,,rl-aa.J -~-L -;::llNSTA_L.JT/0~ j -_JL:Jr .. , · ... --½~~ COMMUNITY BUILDING .... 'fr:========= \ I I I I -WEATHERPROOF GFCI OUTLET WITH COVERS AT FACE OF BARBECUE FITNESS ✓ ..... --....... i ij \ 0 PROPOSED L.V. TRANSFORMER LOCATION. SEE ELECTRICAL ENGINEER'S PLANS FOR COORDINATION OFFICES 1,, L HARDING STREET 0 "' ; 6 L------w L 1'"_ L 0 I l I I r r -- I • \ \ ' '---- ---/ / I I I • \ --- all I i( • ' I I ' --- all --- I : I • \ ' '---- ---/ / I I ffi1[ I • I \ ' --- --- I !'Ir I • ! \ \ --- --- i / ', • , I \ ------/ I / b I ' I I I iID I \ • o ',l.l::::cc:'J --- > --.... ' "---I I I I \ I I I I \ I I I I \ I I I I \ I I I I \ I I I I \ I I I I \ I I I I ® BULLET UPLIGHT FOCUS INDUSTRIES 2X35WT4 CAST ALUMINIUM TREES -SPOT/ DL-40-2H35-BLT HALOGEN LED 12V FA-26 BAR FA -06 -13CST ® MONUMENT FOCUS INDUSTRIES IX24W 120V FA-26 BAR SIGN UPLIGHT FFL-24-TSHO-lSK © WATER FEATURE NICHE MOUNTED FIXTURE per FOUNTAIN LIGHT CONTRACTOR. CONTRACTOR to PROVIDE (FOUNTAINS) SPECIFICATION for APPROVAL by LANDSCAPE T.B.D. ARCHITECT. .. BOLLARDS at e PEDESTRIAN WALKWAYS T.B.D. TB.D. T.B.D. and COURTYARDS fo) POLE LIGHT T.B.D. T.B.D. LOCATE IN SHRUB AREA "-~ ON CONCRETE BASE PENDANT LIGHT OLD CALIFORNIA CHAJNMOUNT () at LANTERN COMPANY 60WATT 120 PENDANT with PERGOLA I 00 HOLLY STREET CHAIN REMOTE BALLAST MOUNT 4-102-TB-FS 800.577.6679 UPLIGHT ONLY COMPACT BULLET TREE STRAP and 0 FIXTURE T.B.S. 2X35WT4 MOUNTED ON PALM (2) FIXTURES PER HALOGEN LED 12V MOUNTING HEIGHT PER TRUNKS PALM DETAIL c=-RECESSED LOUVER HADCO F 13DBX23/835/ECO 120 RECESSED WALL STEP LIGHTS RSC2-A-K5-F 13-E ::§ WEATHERPROOF GFCI COORDINATE locations 120 WITH OWNER and OUTLET WITH COVER PROPERTY MANAGER [B PROPOSED 120 VOLT TRANSFORMER LOCATION -AS REQUIRED SIZE PER ELECTRICAL ENGINEER ~ 120 VOLT ELECTRICAL POWER for IRRIGATION TO BE PROVIDED BY OTHERS. FIELD VERIFY ACTUAL LOCATION. CONTROLLER ~-A I ' I' -..J \,// I • \ < ..,_ • L > SYMBOL INDICATES PROPOSED TREE or PALM LOCATION \ / 7 , .... -./ /..-..., I'--.::, V ELECTRICAL COORDINATION NOTE: FOR PERMIT AND CONSTRUCTION PLANS FOR FIXTURE CIRCUITING AND LOADS SEE PLANS PREPARED BY DAVE NUTTER AND ASSOCIATES ENGINEERS. GENERAL LANDSCAPE LIGHTING NOTES: I. CONTRACTOR SHALL STUB OUT ELECTRICAL CONDUIT TO SPECIMEN TREES/PALMS PRIOR TO PLANTING. ALL FIXTURES SHALL BE MOUNTED AFTER INSTALLATION OF TREES AND PALMS. 2. ALL LIGHTING FIXTURES AND ELECTRICAL INSTALLATION SHALL BE IN CONFORMANCE WITH CITY OF IRVINE, THE NATIONAL ELECTRICAL CODES AND LOCAL GOVERNMENT AGENCY AND PLANS PREPARED BY ELECTRICAL CONSULTANT. 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 AND PLANS PREPARED BY ELECTRICAL ENGINEER CONSULTANT. 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 and ELECTRICAL PANEL PER PROJECT ELECTRICAL ENGINEER.DRAWINGS. MJSDesign Group • Landsr.apP. Arr.hiler.\ure + Planning t DF<s·gn APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF' PLANTING AREAS. 0 5' 10' NORTH SCALE: I"= 10' "AS BUILT" TITLE _______ _ REVIEWED BY: INSPECTOR DATE DATE 20' 1--~-:.:....;E_IIP_RE+-PARE_D_, --+'=''-=Cl.'--'TYC...CS=UB"--'M'-'-ITT"-'AL=--+-----+---+--+---I I S2HE4ET I CITY OF CARL BAD ~4 I 1.3.11 2nd CITY SUBMITTAL ::=:::'=::::::':::::'.'::===P=LA=N=N=IN=G=D=E=P=A=R=TM=EN=T==---::=:::' L1ij 11.23.11 2nd D.E.H. SUBMITTAL 12.08.11 3rd CITY SUBMITTAL 2.02.12 4mCITYSUBMITTAL 2.10.12 Approval >-----+-----+--------+----+----+---------- ,__D_A_T_E~_IN_I_TI_A_L ~ REVISION DATE INITIAL DATE INITIAL ENGINEER OF WORK I DESCRIPTION OTHER APPROVAL CITY APPROVAL LANDSCAPE LIGHTING Pl.AN 11 FOR REFERENCE ONLY11 APPROVED: 11::J: ---8~-0 ~ ·'l\ ·}'? PLANNING DATE DWN BY: ~ PROJECT NO: DRAWING NO: CHKD BY: ----SOP 06-12 (A 473-2L RVWD: