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HomeMy WebLinkAboutDWG 480-3N; CT 13-03; ROBERTSON RANCH PA 8 SENIOR APARTMENTS; 01-503. CONTRACTOR SHALL OBTAIN A CURRENT STRUCTURAL SOILS REPORT. THIS SOILS REPORT SHALL SUPERSEDE THE RECOMMENDATIONS AND DETAILS SHOWN ON THESE PLANS AND SPECIFICATIONS. 4. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL SLEEVES AS INDICATED ON THE IRRIGATION PLANS WITH PAVING CONTRACTOR. 5. REFER TO SPECIFICATIONS FOR ACCEPTED STANDARDS OF MATERIALS AND WORKMANSHIP. 6, ALL FORMS AND ALIGNMENT OF HARDSCAPE ITEMS SHALL BE INSPECTED AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO POURING. (CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT A MINIMUM OF 48 HOURS PRIOR TO THE INSPECTION.) 7. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AND/OR GRADE DIFFERENCES WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATIONS. 8. THE LOCATION OF FEATURES TO BE CONSTRUCTED, NOT SPECIFICALLY DIMENSIONED, MAY BE DETERMINED BY SCALE. VERIFY ALL SUCH CONDITIONS WITH OWNER'S NOTIFICATION. 9, ALL CURVE-TO-CURVE AND CURVE-TO-TANGENT LINES SHALL BE NEAT, TRIM, SMOOTH, AND UNIFORM. I 0. ALL CONSTRUCTION AND INSTALLATION OF LANDSCAPE ITEMS SHALL BE PER LOCAL CODES AND ORDINANCES. 11. 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. 14. IF ANY CONCRETE WORK SHOWN ON THESE PLANS ABUTS WOOD SIDING ON BUILDINGS, INSTALL GALVANIZED METAL FLASHING TO PROTECT WOOD SIDING. 15. THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AND SHALL BE RESPONSIBLE FOR THE PROPER INSTALLATION REFERENCED IN THE PLANS AND SPECIFICATIONS. ANY CONSTRUCTION NOT MEETING THE APPROVAL OF THE OWNER OR THE LANDSCAPE ARCHITECT SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE WITH ACCEPTABLE CONSTRUCTION. 16. ALL DIMENSIONS SHALL BE VERIFIED AGAINST EXISTING CONDITIONS AND ANY DISCREPANCIES REPORTED TO THE OWNER'S REPRESENTATIVE. 17. A SEPARATE CITY REVIEW AND APPROVAL IS REQUIRED FOR ANY PORTIONS OF THESE PLANS REQUIRING A BUILDING PERMIT. CITY APPROVAL OF THESE PLANS IS FOR LANDSCAPE PLANTING AND IRRIGATION ONLY. 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. ARCHITECT ID (ARCHITECTURAL) INV. B.S. BOTTOM OF STEPS LA C.B. CATCH BASIN LP C.F. CURB FACE MAX. c.J. COLD JOINT MIN. CL CENTERLINE N.I.C. CMU CONCRETE MASONRY UNIT N.T.S. c.o. CLEAN OUT o.c. COMP. COMPACTED PA CONC. CONCRETE PERF. CONT. CONTINUOUS POC DIA. DIAMETER R EA. EACH REBAR EJ EXPANSION JOINT SIM. F.F.E. FINISH FLOOR ELEVATION S.L. F.G. FINISH GRADE SQ. FOS FACE OF STRUCTURE T.C. FL FLOW LINE T.G. F.S. FINISH SURFACE T.S. FTG. FOOTING TYP. G.C. GROUND COVER VERT. HORIZ. HORIZONTAL WI HP HIGH POINT W/0 W.W.M. NOTES: INSIDE DIAMETER INVERT (ELEVATION) LANDSCAPE ARCHITECT LOW POINT MAXIMUM MINIMUM NOT IN CONTRACT NOTTO 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 CALIFORNIA CORPORATION) AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY WRITTEN AUTHORIZATION FROM MJS DESIGN GROUP. WRITTEN DIMENSIONS TAKE PREFERENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE AND ANY DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF MJS DESIGN GROUP PRIOR TO COMMENCEMENT OF ANY WORK. NOTES ------~: -.---,-.. ____,,,---·--·----·-· --· -----·-,n~r-•~<"!'!'7") ...-,-. -------:---------·• .. -., ~_;;i c·,--a;.,r ':?Y, SHEETS: 5,21,32,38,47 SHEETS: 3, 19,30,36,45 LANDSCAPE ARCHITECTURE DRAWINGS for OWNER/DEVELOPER: SHAPELL PROPERTIES STRUCTURAL ENGINEER: ROBERTSON RANCH PA8 SENIOR APARTMENTS 8383 WILSHIRE BLVD. STE 700 PH: 323.655.7330 CONTACT: DOUG GRIFFITH ARCHITECT: ARCHITECTS ORANGE 144 N. ORANGE STREET ORANGE, CA 92866 PH: 714.639.9860 CONTACT: KEN STOVER PBA STRUCTURAL 9283 RESEARCH DRIVE IRVINE, CA 92618 PH: 949.943.8080 X 30 I CONTACT: SHARAD PATEL GREEN: VCA GREEN, INC. 2200 W. ORANGEWOOD SUITE 155 •• !\ ;,._ . 2600 GAGE DRIVE CARLSBAD -CALIFORNIA SHEETS: 6,22,33,39,48 , ~~~~~·.:,_•~~ .. ;;'.. , . "'• -~::."!~ '\• , 'tPc--+-i;,,~1 - r·,, I .. ,. ___ _'j_ rt]: <tTL.,A ;,-., • ,, i _,,, F/,.·""~,..,}· .. . :·1 . .:.A{cc-, .. : ,, ..... , ..... , ;,-/, Tr ,_ '' ,.. ___ , _ __y__ .,_ . _____ ~ ~IM~i' WORKr-- -- --SHEETS: 2, 18,29 ,35,44 "'''""''"'•--+--:~~TY LIN _ I PROJECT SITE .. ·, I 2-7 8 9 -ISA 16 17 18 -23 24 -26 27 28 29 -34 35 -40 41 42 43 44 -49 GAGE DRIVE SITE MAP SCALE= I"= 20' ® LT. I LC.1-LC.6 LC.7 LC.8-LC. I 5 LC.16 RWTS.I Ll.1-Ll.6 LI. 7-LI. 9 LI.IQ LI. I I LP.1-LP.6 LP.7-LP.12 LP.13 LP.14 LP. IS LL.1-LL.6 COVERSHEET LANDSCAPE CONSTRUCTION PLANS CONSTRUCTION FINISH SCHEDULE and NOTES LANDSCAPE CONSTRUCTION DETAILS LANDSCAPE CONSTRUCTION SPECIFICATIONS RECYCLED WATER TITLE SHEET IRRIGATION PLANS IRRIGATION DETAILS AND SCHEDULES IRRIGATION CALCS & HYDROZONE MAP IRRIGATION SPECIFICATIONS TREE, PALM and TURF PLANS SHRUB PLANS PLANTING LEGENDS and NOTES PLANTING DETAILS PLANTING SPECIFICATIONS LIGHTING PLANS (FOR REFERENCE ONLY) ALL IRRIGATION BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND 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, HTTPJNVWW.CALSBADCA.GOV/SERVICES/DEPARTMENTNVATER/DOCUMENTS/RECYCLED WATERBACKFLOWTESTERLIST.PDF FOR RECYCLED OR HTTPJNVWW.CALSBADCA.GOV/SERVICES/DEPARTMENTNVATER/DOCUMENTS/ WATERBACKFLOWTESTERLIST.PDF FOR POTABLE OR CALL 438-2722 MECHANICAL ENGINEER: LDI MECHANICAL 1587 BENTLEY DRIVE, SUITE I 02 CORONA, CA 92879 PH: 951.340.9685 CONTACT: LUIS GARCIA ORANGE, CA 92868 PH: 714.978.9780 CONTACT: MOE FAKIH LUKE PATRUNO PLUMBING ENGINEER: PARKS MECHANICAL 1060 N. WILMINGTON BLVD. WILMINGTON, CA 90744 PH: 310.427.7229 CONTACT:JESUS MAYA INTERIORS DESIGNER: A.P.T. DESIGN STUDIO 145 VALLECITOS DE ORO, STE. D SAN MARCOS, CA 92069 PH: 760.476.0900 CONTACT: MARTIN LANGMEAD ENTITLEMENTS: PLANNING SYSTEMS 1530 FARADAY AVE., STE. 100 BACKFLOW PREVENTER TESTING ELECTRICALENGINEER: CARLSBAD,CA92008 1------------------------------1OMB ELECTRICAL ENGINEERS INC. PH: 760-93 I .0780 I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD (AND THE COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEAL TH) IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK. OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE C~~~T P~, A_TER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS } ~ 1W~}:..O LANDSCAPING. MAR ~ IN Ei{_/fs~ ~ DATE, APRIL 14, 2017 ----------- REGISTRATION NO, 323S EXPIRATION DATE, MARCH 31, 20 19 DECLARATION of RESPONSIBLE CHARGE I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE and IRRIGATION PLANS CONTAINED IN THE CITY of CARLSBAD'S LANDSCAPE MANUAL WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE with THOSE REGULATIONS and THE LANDSCAPE MANUAL. I CERTIFY T1'i~~~E it2JLEM~fi THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF THE WATER~/ ~ z_.,,.,--, MARKS A• GER.AS DATE,APRIL14,2017 ------------ REGISTRATION NO, 3235 EXPIRATION DATE, MARCH 31, 2019 ------ WATER EFF~CIENT LANDSCAPE DECLARATION PURSUANT TO CHAPTER 18.50 CITY OF CARLSBAD DEVELOPMENT SERVICES PLANNING DEPARTMENT 1635 FARADAY AVENUE CARLDSBAD, CA PH: (760) 602.4610 MR. CHRISTER WESTMAN CONTRACT LANDSCAPE ARCHITECT TO THE CITY MR. MICHAEL ELLIOTT GOVERNING AGENCIES 4160 TEMESCAL CANYON RD., CONTACT: PAUL KLUKAS SUITE 408 CORONA, CA 92883 PH: 949.753.1553 CONTACT: VICTOR BECERRA ROBERT PEREZ LANDSCAPE ARCHITECT: LANDSCAPE ARCHITECTURE SOILS ENGINEER: LGC VALLEY, INC. 28532 CONSTELLATION ROAD VALENCIA, CA 91355 PH: 661.702.8474 CONTACT: BASIL HATTAR r.'11, ,}:r)7 '"~Pt',·· c,, V ,, , ,_,~1 • --1. f'-,/ewpod Beech, CA 92663 ~ t· ID{/'. '"'L4 w :}t...,7.J .'.J.'/'7'L' MR. MARK SCHATTINGER. RLA #3235 CONSULTANTS ENTITLEMENTS PLANNING COMMISSION RESOLUTION NO. 7093 APPROVAL OF: MP 02-03 SDP 14-08 SUP 14-04 MS 14-07 SOILS REPORT REPORT FOR ROBERTSON RANCH WEST, CARLSBAD TRACT NO. 13-03, CARLSBAD, CA DATED: APRIL 29, 2014 PROJECT NO. 133023-03 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. TITLE _______ _ REV!EwED BY• DATE INSPECTOR DATE DATE PREPARED, ---I I SHlET I l-----+-----l---------+----+---+----1-------1 CITY OF CARL BAD PLANNING DIVISION ROBERTSON RANCH PA 8 -SENIOR APARTMENTS TITLE SHEET LT. I APPROVED, S·-,.1, PLANNING DATE VICINITY MAP SHEET INDEX MJSDesign Group., DATE INITIAL REVISION LEmdscopoArch1teclure e Planning+ Design ENGINEER OF WORK DESCRI PTIQN DATE INITIAL DATE INITIAL OTHER APPROVA CITY APPROVAL OWN BY. PROJECT NO, DRAWING NO, CHKD BY, SOP 14-08 480-3N RVWD, , ' ·;;_-r~i~~~~ ~· ~:, ' i -------------------- -11 I I I I I I I I I I I I ~ 1 .. -.-. u I . __J --·, P.A. f- LlJ LlJ I V'l I ,-_ LlJ LlJ V'l I I I I I I - I I - I -· I I I I I I I - I -- r / - P.A. ·I t I ·, I· . I. P.A. :, .,j' ·--~- i ,. ' " ' I-I-I- --~1 I I\ ~ \: '-"'"' [>----\ \[j ,:--. ' L==::::::::=:::::!.J/ P.A._.,. -, -· -------- MATCHLINE -SEE SHEET LC.3 ---------8] P.A. ~ ·f-----lt ~ I ! I --- -11---1-11~"1 J_ _______ ,\_ I - I ?>- ' I ., \ \ \ I \ I \ / I I \j --1--------f/\--------tii I / \ I \ i I. -._I L - ----~ ',Y ,:-,,.: .:ij ,, GAGE DRIVE - •v •v 'V •v + '¥ •v + •C- •v ·v '·V / - r~ ---- __J I ~I LlJ a.. ~ a.. /, I ,1 I I I I I __ _ I I 1/, f I I KEY MAP HARDSCAPE LEGEND: CALLOUT ITEM MANUFACTURER VEHICULAR 0) COLORED DAVIS COLOR CONCRETE VEHICULAR @ CONCRETE DAVIS COLOR BANDING VEHICULAR @ CONCRETE N/A at TRASH STAGING @§ PEDESTRIAN N/A CONCRETE LINEAR AVAILABLE THRU: INTERLOCKING ACKERSTONE CONCRETE PAYERS CONTACT: MIKE (BO mm) MILLARD @) 949.241.6669 FIELD:4"xl6" LINEAR PAVER (80 mm) BANDING: 4"x8" HOLLAND (80mm) GRASSPAVE2 at INVISIBLE (0 FIRELANE and TRUCK STRUCTURES INC. LOADING PH. 808.233.1510 0 5' 10' NORTH SCALE: I"= 10' -------, CONSTRUCTION CALLOUT$: COLOR FINISH COMMENTS TOP CAST SAWCUT AS SHOWN ON PLAN. INSTALL per GEOTECHNICAL COCOA SOILS REPORT RECOMMENDATIONS. APPLY TOPCAST WASH ACID RETARDER (05 ACID ETCHED FINISH) AVAILABLE THRU GRACE ETCHED (3) CONSTRUCTION -877.423.6491 TOP CAST INSTALL per GEOTECHNICAL SOILS REPORT RECOMMENDATIONS FLAGSTONE BROWN ACID APPLY TOPCAST WASH RETARDER (05 ACID ETCHED FINISH) MASONRY PERMIT REQ. DET/SHT NS G/C E/C @ LOW WALL and PILASTERS at COURTYARDS A, LC.9 0) CHEEK WALLS & PILASTERS at TERMINUS OF WEST RANCH A. LC.13 @ MONUMENT SIGN WALLS (PER SEPARATE PERMIT) A, LC.10 ETCHED (5) AVAILABLE THRU GRACE CONSTRUCTION -877.423.6491 -- TOP CAST INSTALL per GEOTECHNICAL SOILS REPORT RECOMMENDATIONS STANDARD GREY ACID APPLY TOPCAST WASH RETARDER (05 ACID ETCHED FINISH) @ COURTYARD BUILT-IN CMU BARBECUE * * A, LC.I I "" --. (0 PATIO WALLS B, LC.9 ETCHED (S) AVAILABLE THRU GRACE CONSTRUCTION -877.423.6491 I.S 48" HT. PILASTERS at COMMUNITY GARDEN GATE A. LC.9 STANDARD GREY TOP CAST INSTALL per GEOTECHNICAL SOILS REPORT RECOMMENDATIONS ACID APPLY TOPCAST WASH RETARDER (05 ACID ETCHED FINISH) --·---------- 1.6 8' HT. EQUIPMENT SCREEN WALL * F, LC.8 - ETCHED (5) AVAILABLE THRU GRACE CONSTRUCTION -877.423.6491 FLATWORK MISSION BLEND FACE MIX FIELD PATTERN -HERRINGBONE BANDING PATTERN -SOLDIER COURSE FLAT TOP/NO CHAMFER BOTH FIELD and BANDING @ VEHICULAR COLORED CONCRETE PAVING with SAWCUTS AS SHOWN C, LC.8 ------- Q-9 VEHICULAR CONCRETE BANDING C, LC.8 INSTALL WITH CLASS 2 ROAD BASE-THICKNESS PER SOILS ENGINEER I" LEVELING SAND SET ----Q~ VEHICULAR CONCRETE PAVING at TRASH STAGING C, LC.8 SEAL WITH SURBOND SB 7000 OR EQUAL JOINT SAND-LOGICAL RESOURCE POLYMERIC OR EQ. @ PEDESTRIAN CONCRETE with TOOL JOINTS AS SHOWN A, LC.8 (8 PEDESTRIAN CONCRETE at PRIVATE PATIOS A. LC.8 ------------ INSTALL per MANUFACTURERS RECOMMENDATIONS. SEE DETAIL -'A', LC. I 2. SEE CIVIL PLANS FOR SU88ASE PROFILE per BLACK GEOTHECNICAL ENGINEER. SEE IRRIGATION PLANS FOR DRIP @ PEDESTRIAN CONCRETE PAYERS with PAYER BAND D, LC.8 @ STEPS & HAND RAILS at TERMINUS OF WEST RANCH ROAD A, LC.13 - INSTALLATION. TURF WILL REQUIRE HAND WATERING FOR ESTABLISHMENT. @ CURB & DECOMPOSED GRANITE at BOCCE COURT E, LC.8 @ DECOMPOSED GRANITE w/ RED WOOD HEADER at COMMUNITY GARDEN B, LC.8 ABBREVIATION LEGEND: @ TURF BLOCK at FIRE LANE and TRUCK LOADING per CIVIL PLANS A. LC.12 ALN n CLR <t. EQ. F.O.C. F.O.W. MIN. MAX. P.A. R= TYP. @ ~ * r-7 . L _.J 'ffi w .. <>--LJ 4-14-17 ll.ce 20' MJSDesign Group .... Landscape Arci11tecture + Plarin1r1w ~ Design ALIGN --"' ALIGN METAL/WOOD -@ OMITTED 11.29.16 CLEAR 3.1 WOOD PLANTERS at COMMUNITY GARDEN CENTERLINE 3.2 6' HT. TUBULAR STEEL FENCE & GATE at WATER QUALITY BASINS ~ ~ EQUAL FACE OF CURB FACE OF WALL MINIMUM @ TUBE STEEL DECORATIVE SECURITY FENCING Qj TUBE STEEL RESIDENT ACCESS GATE @ . TUBE STEEL RESIDENT ACCESS DOUBLE GATE MAXIMUM Qj VEHICULAR GATE PLANTING AREA POTTERY/ SITE FURNISHINGS . --. __ , ___ RADIUS EQUALS @ POTTERY -SEE LEGEND ON PLANTING PLANS TYPICAL -·---- SITE WIDE BENCHES -SEE FINISH SCHEDULE SHEET B CONSTRUCTION CALLOUT @ POINT-OF-BEGINNING @ TRASH RECEPTACLES -SEE FINISH SCHEDULE SHEET 8 @ STORAGE at COMMUNITY GARDEN -SEE FINISH SCHEDULE FIRE RESCUE PAD/ RESCUE WINDOW LOCATION 8 POTTING TABLE at COMMUNITY GARDEN -SEE FINISH SCHEDULE PEDESTRIAN BOLLARD LIGHT per ELECT. ENGR. @ COMPOST BIN at COMMUNITY GARDEN -SEE FINISH SCHEDULE PARKING LOT POLE LIGHT per ELECT. ENGR. @ DOG WASTE STATION -SEE FINISH SCHEDULE @ BOLLARDS at TURF BLOCK FIRE LANE per CIVIL ENGINEER GENERAL SITE IMPROVEMENTS .. --·-------- IT] CITY SIDEWALK-SEE SEPARATE R.O.W. PLANS 0 FIRE HYDRANT per CIVIL ENGINEER IT] TRANSFORMER BY DRY UTILITIES. - 0 CURB and GUTTER per CIVIL ENGINEER [I] PARKING LOT POLE LIGHTS pee ELECTRICAL ENGINEER III CAR PORTS per DESIGN/ BUILD CONTRACTOR 0 PARKING LOT STRIPING pee CIVIL PLANS -·------ IT] OUTDOOR FIREPLACE per ARCHITECT APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 11 AS TITLE ________ _ REVIEwED BY, INSPECTOR DET/SHT - 8,LC.12 C, LC.12 A,LC.14 B, LC.14 C, LC.14 A.LC.IS - - - - - - - DATE DATE DATE PREPARED, I SH2ET I CITY OF CARL~BAD I SHsos I PLANNING DIVISION ROBERTSON RANCH PA 8 -SENIOR APARTMENTS CONSTRUCTION PLAN LC. I APPROVED: ,~::.10 (;---Hi..., It c; ·"f, 1-, PLANNING DATE DATE INITIAL REVISION ENGINEER OF WORK DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVA CITY APPROVAL DWN BY: PROJECT NO: DRAWING NO: CHKD BY: SDP 14-08 480-3N RVWD: ~? ~-------------------------------------- -1-- I I I ~ I .1 ci I '-L -1-.1-1 0 '-L 0 P.A. 4.2 -------·---------·--- , ... 1•1- P.A. I : I I •· I 7' -,,<-TYP. .i L __ J r-, I I i Ii L_J ..... t>~I/)1 1 1 !J__,,) it H II ... ··-'-·,-=~, '. , I / /_J --- REFERENCE NOTES: I. CONSTRUCTION LEGEND SEE SHEET LC. I 2. HARDSCAPE LEGEND SEE SHEET LC. I ti H P.A. 3. GENERAL SITE IMPROVEMENTS SEE SHEET LC. I 4. FOR CONSTRUCTION NOTES SEE SHEET LC.7 5. FOR FINISH SCHEDULES SEE SHEET LC.7 6. CONSTRUCTION DETAILS START ON SHEET LC.8 MATCHLINE -SEE SHEET LC.4 .. 1: C . _Ji "' ~ -'k---L=======::!~=::1:;====.l J - ... --· ----· KEY MAP I 2'-10" I--1- H H P.A. -,_ 11- 1 I I t\,---,--,,---~~==;--:c===#=:;'----'==;:,,~· ~~~~ • ii "' ~ L=::::::::z===:::::::=.l --4.- J - / J ·,i 'I II -~,·······'···'·-··'"·---·'·-;1 [ .,.o,_,,,,,LJ --., P.A. // i' ' ii I I I I I I _J I u I I I I I ~ L --,--------~-----------LIMIT OF WORK 30' F,ROM BACK OF CURB -------I 0 5' IO' 20' NORTH SCALE: I"= 10' DATE PREPARED: ' i ·-·-·-' APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING\ PRECISE LOCATION OF PLANTING AREAS. •. '' AS BUILT" TITLE _______ _ DATE REVIEwED BY: INSPECTOR DATE I SH3EET I ITY OF CARL BAD I SHSEOETS I t----+-------<-------+----+---t------1----1 PLANNING DIVISION t----t-------l-------+----+---+-------1----1 ROBERTSON RANCH PA 8 -SENIOR APARTMENTS CONSTRUCTION PLAN LC.2 l----+-------+-----i-----+---i-----l--------11-AP-PR_o_vE-D:~'Sz,~~~~\-9"-+'--~8=\--~ :\\:~_ t;'' '1 ·I, . PLANNING DATE ===========:-;=_=-=-=-=-=-=-=-=-=-=-=-::-:::====== t----+-------<-------+----+---t------1----1 OWN BY: ___ _ MJSDesign Group... DATE INITIAL REVISION f-D_AT_E _ _L_I_NI_T_IA_L+-D_A_TE=---Ll"-N"-IT"-IA=-IL CHKD BY: --- l<:mdsc:qpe Architecture+ Pl<mn1ng +-Design ENGINEER OF WORK DESCRI PTIQN OTHER APPROVA CITY APPROVAL RVWO: PROJECT NO: SOP 14-08 DRAWING NO: 480-3N r- 1 I I I I I I I I I I I I I ~I ....J - i-I UJ UJ II V) t±J I V) LI.JI z fl u- ~I LI I I I I I I I I I I I I I I - I J. I_I_I_I_ P.A. \ \ \ ' \ \ I \ \ I \ ' \ \ / \, / \ C I I I ~ P.A. T 1-1 I _I_I_I_I I I I P.A. \ \ \ '1 \ ' ' ' P.A. P.A. \ \ \ ,;----; -- ~-- --I ±-~-~ I -I -I -I -I -I - MATCHLINE -SEE SHEET LC. I 41 \ \ \ ' \ \ P.A. J / \ I \ • I \ I \ \ / \ I i I \ \ I \ \ ' \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I . ;.-1-"""i -( { ] I 1/_ -i: I _,,-------,,-, \ \ I ------~imr -· 1 1i ---I KEY MAP HARDSCAPE LEGEND: CALLOUT ITEM MANUFACTURER VEHICULAR @ COLORED DAVIS COLOR CONCRETE VEHICULAR @ CONCRETE DAVIS COLOR BANDING VEHICULAR @ CONCRETE N/A at TRASH STAGING @8 PEDESTRIAN N/A CONCRETE LINEAR AVAILABLE THRU: INTERLOCKING ACKERSTONE CONCRETE PAYERS CONTACT: MIKE (80 mm) MILLARD @ 949.241.6669 FIELD: 4"x 16" LINEAR PAVER (80 mm) BANDING: 4"x8" HOLLAND (80mm) GRASSPAVE2 at INVISIBLE @ FIRELANE and TRUCK STRUCTURES INC. LOADING PH.808.233.1510 - -- 0 5' 10' NORTH SCALE: I"= 10' CONSTRUCTION CALLOUTS: COLOR FINISH COMMENTS TOP CAST SAWCUT AS SHOWN ON PLAN. INSTALL per GEOTECHNICAL COCOA ACID SOILS REPORT RECOMMENDATIONS. APPLY TOPCAST WASH RETARDER (05 ACID ETCHED FINISH) AVAILABLE THRU GRACE ETCHED (3) CONSTRUCTION -877.423.6491 TOP CAST INSTALL per GEOTECHNICAL SOILS REPORT RECOMMENDATIONS FLAGSTONE BROWN ACID APPLY TOPCAST WASH RETARDER (05 ACID ETCHED FINISH) PERMIT REQ. DET/SHT MASONRY NS G/C E/C @ LOW WALL a~d PILASTERS at COURTYARDS A, LC.9 @ CHEEK WALLS & PILASTERS at TERMINUS_ OF WEST RANCH A, LC.13 @) MONUMENT SIGN WALLS (PER SEPARATE PERMIT) A.LC.JO ETCHED (5) AVAILABLE THRU GRACE CONSTRUCTION -877.423.6491 TOP CAST INSTALL per GEOTECHNICAL SOILS REPORT RECOMMENDATIONS STANDARD GREY ACID APPLY TOPCASTWASH RETARDER (05 ACID ETCHED FINISH) @ COURTYARD BUILT-IN CMU BARBECUE * * A, LC. I I (:j PATIO WALLS B, LC.9 ETCHED (5) AVAILABLE THRU GRACE CONSTRUCTION -877.423.6491 I .S 48" HT. PILASTERS at COMMUNITY GARDEN GATE A, LC.9 STANDARD GREY TOP CAST. INSTALL per GEOTECHNICAL SOILS REPORT RECOMMENDATIONS ACID APPLY TOPCASTWASH RETARDER (05 ACID ETCHED FINISH) 1.6 8' HT. EQUIPMENT SCREEN WALL * F, LC.B ETCHED (5) AVAILABLE THRU GRACE CONSTRUCTION -877.423.6491 FLATWORK MISSION BLEND FACE MIX FIELD PATTERN -HERRINGBONE BANDING PATTERN -SOLDIER COURSE FLAT TOP/NO CHAMFER BOTH FIELD and BANDING INSTALL WITH CLASS 2 ROAD BASE. THICKNESS PER SOILS ENGINEER I" LEVELING SAND SET SEAL WITH SURBOND SB 7000 OR EQUAL JOINT SAND-LOGICAL RESOURCE POLYMERIC OR EQ. @ VEHICULAR COLORED CONCRETE PAVING with SAWCUTS AS SHOWN C, LC.8 (0 VEHICULAR CONCRETE BANDING C, LC.B ~ VEHICULAR CONCRETE PAVING at TRASH STAGING C, LC.B @ PEDESTRIAN CONCRETE with TOOL JOINTS AS SHOWN A, LC.B 0) PEDESTRIAN CONCRETE at PRIVATE PATIOS A, LC.B INSTALL per MANUFACTURERS RECOMMENDATIONS. SEE DETAIL -'A', LC. I 2. SEE CIVIL PLANS FOR SUBBASE PROFILE per BLACK GEOTHECNICAL ENGINEER. SEE IRRIGATION PLANS FOR DRIP @ PEDESTRIAN CONCRETE PAYERS with PAVER BAND D, LC.B @ STEPS & HAND RAILS at TERMINUS OF WEST RANCH ROAD A, LC.13 INSTALLATION. TURF WILL REQUIRE HAND WATERING FOR ESTABLISHMENT. (0 CURB & DECOMPOSED GRANITE at BOCCE COURT E, LC.8 @ DECOMPOSED GRANITE w/ RED WOOD HEADER at COMMUNITY GARDEN B, LC.8 ABBREVIATION LEGEND: @ TURF BLOCK at FIRE LANE and TRUCK LOADING per CIVIL PLANS A, LC.12 20' ALN n CLR <i EQ. F.O.C. F.O.W. MIN. MAX. P.A. R= TYP. (Q) ~ * r-7 L _ _J [$] •{] ALIGN ALIGN METAL/WOOD (§ OMITTED 11.29.16 CLEAR 3.1 WOOD PLANTERS at COMMUNITY GARDEN CENTERLINE @ 6' HT. TUBULAR STEEL FENCE & GATE at WATER QUALITY BASINS EQUAL FACE OF CURB FACE OF WALL ~ TUBE STEEL DECORATIVE SECURITY FENCING Qj TUBE STEEL RESIDENT ACCESS GATE MINIMUM ~ TUBE STEEL RESIDENT ACCESS DOUBLE GATE MAXIMUM (9" VEHICULAR GATE PLANTING AREA POTTERY/ SITE FURNISHINGS RADIUS EQUALS TYPICAL @ POTTERY -SEE LEGEND ON PLANTING PLANS SITE WIDE BENCHES -SEE FINISH SCHEDULE SHEET 8 CONSTRUCTION CALLOUT @ POINT-OF-BEGINNING @ TRASH RECEPTACLES -SEE FINISH SCHEDULE SHEET 8 @ STORAGE at COMMUNITY GARDEN -SEE FINISH SCHEDULE FIRE RESCUE PAD/ RESCUE WINDOW LOCATION 9 POTTING TABLE at COMMUNITY GARDEN -SEE FINISH SCHEDULE PEDESTRIAN BOLLARD LIGHT per ELECT. ENGR. @ COMPOST BIN at COMMUNITY GARDEN -SEE FINISH SCHEDULE PARKING LOT POLE LIGHT per ELECT. ENGR. @ DOG WASTE STATION -SEE FINISH SCHEDULE @ BOLLARDS at TURF BLOCK FIRE LANE per CIVIL ENGINEER GENERAL SITE IMPROVEMENTS [iJ ' CITY SIDEWALK-SEE SEPARATE RO.W. PLANS [TI FIRE HYDRANT per CIVIL ENGINEER 0 TRANSFORMER BY DRY UTILITIES. GJ CURB and GUTTER per CIVIL ENGINEER [I] PARKING LOT POLE LIGHTS pee ELECTRICAL ENGINEER [I] CAR PORTS per DESIGN/ BUILD CONTRACTOR [I] PARKING LOT STRIPING pee CIVIL PLANS [TI OUTDOOR FIREPLACE pee ARCHITECT APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 11 AS REV!EwED BY, INSPECTOR DET/SHT - B, LC.12 C, LC.12 A, LC.14 B, LC.14 C, LC.14 A, LC.IS - - - - - - - ·- DATE DATE 1--DA-T-EP-RE+-PA_R_ED_, -+------+-----+-----+-------l------l I SH4EET I ITY OF CARLSBAD I SHSEOETS I PLANNING DIVISION ~=R=o=B::::'.E_':RT::::S=o==N=RA=N=C=H==PA~8=-==s==EN==1o==R=A=P=A=R==T=M=-E--=N=T=s== CONSTRUCTION PLAN LC.3 , ~ q-E::11---Q,i: c;. '\ -17 ~--+-------+-------+-----+---+---+-------I I APPROVED: ,,._,-/i/ ~P~LA~N~N~IN~G=------~~--~~--DATE 1-----c-+------c~~--+--------t-=---+---~+--cc-+-=-----I ;:;D=:W;N:;:;BY=::====;--;=::::P::::R::::O:::JE::C;;T:::N=O=:====;-,:D::R::A::W::=:IN:::G=N=O~: MJSDesign Group .. ., ,__D_A_TE_~1N_1_TI_AL_ REVISION DATE INITIAL DATE INITIAL CHKD BY:___ SDP 14 _08 480_3 N Landscape Architecture+ Planning+ Design ENGINEER OF WORK DESCRI PTIQN OTHER APPROVA CITY APPROVAL RVWD: _!_'_!_I P.A. 1------ I P.A. a I 0 --1-1· REFERENCE NOTES: I. CONSTRUCTION LEGEND SEE SHEET LC. I 2. HARDSCAPE LEGEND SEE SHEET LC. I 3. GENERAL SITE IMPROVEMENTS SEE SHEET LC. I 4. FOR CONSTRUCTION NOTES SEE SHEET LC.7 5. FOR FINISH SCHEDULES SEE SHEET LC.7 I I ... . I 6. CONSTRUCTION DETAILS START ON SHEET LC.8 . I I . I I I I 1.0 I \ \ \ I- .I I I I ITT 1';;(.7] P.A. 7' - APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ,·-Ii ' ' /·.1 i 11 AS BUIL T 11 TITLE ________ _ DATE REVIEv/ED BY, INSPECTOR DATE ,, -~ LL. ' ;: ' ' ' I ·-1 P.A. if! 11···. ::~~~ ... 0-····· .... - : " J \ .. : / ,1---------11----1 Jilj:'.~ tJ :: .... , d'/\, i1'F====::.I r· ji I ~==, I P.A. KEY MAP NORTH ::r:: ::r:: ::r:: L I I I .I I> LLLI 11 I LLLLLLLL:. _LLLLLLLLL' LLLLLLLLLL' LLLLLLLLLL f------+- 15' "" ------------ I -I -; -· "' \ I 'I I '\ I , I \ \ I ' I I I I I I , \ I \ I \ I \ I \ '\ . \ \ \ \ \ \ \ \ \ \ \ \ \ \ 4' 4' 1-I -I I \\. \ , I \ \ \ I \ \ \ \ \ \ \ I \ '\ _/ \ \ I \\ \ P.A. P.A. _1i,_,Li_ ., I I I I I I I I I I I I I I """! -U ·~ -UJ ·~ -Vl I t±j -Vl ·~ -z I ...J -I ·~ -<( IL I I I I I I I I I I I I 1---_ ,_ ~ DATE PREPARED, f----t------+-----t----+----+----+---11 SH5EET I ITY OF CARL BAD I SHSEEOTS I PLANNING DIVISION ~==="-=========~=~ ROBERTSON RANCH PA 8 -SENIOR APARTMENTS CONSTRUCTION PLAN LC.4 l--------+---+------+-----t--+----t----11-AP_P_R_o_vE_□_: ~fW~~~_,__<=_=-r .... --~~~"""'=M:~--I:; . .,. 1, . PLANNING DATE 0 5' 10' 20' SCALE: I"= 10' MJSDesign Group .. , DATE INITIAL REVISION DATE INITIAL DATE INITIAL OWN BY: PROJECT NO: DRAWING NO: ~~~~:BY SDP 14-08 480-3N Landscape Arcil1tecture r Planning+ Design ENGINEER OF WORK DESCRIPTION OTHER APPROVA CITY APPROVAL 1-L . ' ::, u ,.. --I I I I I zl m __, I "' ::, ,_ u g. -0 ~, w u w ~ "-2 -0 "-Y'. I "' 0 I .s: u_ I 0 f- ~ __, I --T --- ... ·. I o\ OJR'o P.A. at FACE of CURB LIMIT OF WO K "' r-, ! I P!A. I. L_J Y'. "' 0 .s: u_ 0 f- ~ ::J ::, u 't _ l_l_ '-"""".,. I I I l ~ ' ,.., P.A. 4.6 ' ',, -,, ~,,.,,. ;i: .· P.A. r,==;=:i,, --: --~"--- -1· 'i-1- fl / P.A. ;- ;._. (.J;.;i'! _,.I_ ---_, __ '.;';. ~y:::--.,;:: ""f/(· , \ 1!i ... , , ! ,,, . _1_1_.J_ HARDSCAPE LEGEND: CALLOUT ITEM MANUFACTURER COLOR FINISH COMMENTS VEHICULAR TOP CAST SAWCUT AS SHOWN ON PLAN. INSTALL per GEOTECHNICAL @ DAVIS COLOR COCOA SOILS REPORT RECOMMENDATIONS, APPLY TOPCASTWASH COLORED ACID CONCRETE RETARDER (05 ACID ETCHED FINISH) AVAILABLE THRU GRACE ETCHED (3) CONSTRUCTION -877.423.6491 VEHICULAR TOP CAST INSTALL per GEOTECHNICAL SOILS REPORT RECOMMENDATIONS @ CONCRETE DAVIS COLOR FLAGSTONE BROWN ACID APPLY TOPCASTWASH RETARDER (05 ACID ETCHED FINISH) BANDING ETCHED (5) AVAILABLE THRU GRACE CONSTRUCTION -877.423.6491 VEHICULAR TOP CAST INSTALL per GEOTECHNICAL SOILS REPORT RECOMMENDATIONS @ CONCRETE N/A STANDARD GREY ACID APPLY TOPCASTWASH RETARDER(05 ACID ETCHED FINISH) at TRASH STAGING ETCHED (5) AVAILABLE THRU GRACE CONSTRUCTION -877.423.6491 @9 PEDESTRIAN N/A STANDARD GREY TOP CAST INSTALL per GEOTECHNICAL SOILS REPORT RECOMMENDATIONS CONCRETE ACID APPLY TOPCAST WASH RETARDER (05 ACID ETCHED FINISH) ETCHED (5) AVAILABLE THRU GRACE CONSTRUCTION -877.423.6491 LINEAR AVAILABLE THRU: MISSION BLEND FACE MIX FIELD PATTERN -HERRINGBONE INTERLOCKING ACKERSTONE BANDING PATTERN -SOLDIER COURSE CONCRETE PAVERS CONTACT: MIKE FLAT TOP/NO CHAMFER BOTH FIELD and BANDING (80 mm) MILLARD INSTALL WITH CLASS 2 ROAD BASE -THICKNESS PER SOILS ENGINEER @ 949.241.6669 I" LEVELING SAND SET FIELD: 4"x 16" LINEAR SEAL WITH SURBOND SB 7000 OR EQUAL PAYER (80 mm) JOINT SAND-LOGICAL RESOURCE POLYMERIC OR EQ. BANDING: 4"x8" HOLLAND (80mm) GRASSPAVE2 at INVISIBLE INSTALL per MANUFACTURERS RECOMMENDATIONS. SEE DETAIL @ -'A', LC. I 2. SEE CIVIL PLANS FOR SUBBASE PROFILE per FIRELANE and TRUCK STRUCTURES INC. BLACK ' GEOTHECNICAL ENGINEER. SEE IRRIGATION PLANS FOR DRIP LOADING PH. 808.233.1510 INSTALLATION. TURF WILL REQUIRE HAND WATERING FOR ESTABLISHMENT. H ' ' .. :.:.,. LJ MATCHLINE -SEE SHEET LC.6 CONSTRUCTION CALLOUTS: -I ~ -I P.A. ' I \ \ \ I I I I \ ' \ \ I ' \ \ I I I \ I /1 I \ I \=c I . , I P.A. \ I \ I \ I \ \ ' \ I \ \ ' ' ' P.A. KEY MAP i I -_1 _ _.,-1- I -.1_1_ \ P.A. \ I \ \ \ ' ' ' \ \ \ \ \ \ ' \ \ \ \ \ P.A. ,_I_I_1_,_I _ ,\.. GENERAL SITE IMPROVEMENTS QJ CITY SIDEWALK-SEE SEPARATE R.O.W. PLANS IT] FIRE HYDRANT per CIVIL ENGINEER II] TRANSFORMER BY DRY UTILITIES. [TI CURB and GUTTER per CIVIL ENGINEER [TI PARKING LOT POLE LIGHTS per ELECTRICAL ENGINEER [I] CAR PORTS pee DESIGN/ BUILD CONTRACTOR 0 PARKING LOT STRIPING per CIVIL PLANS [TI OUTDOOR FIREPLACE per ARCHITECT ' I I j I ' ,,_ '·,, ,, ""·•.,, ' \ \ ' \ \ I \\ ' ' P.A. \ I \ I \ \ ' I ' \ ' ' I \ I I I I I I \ L -1\- ', MASONRY PERMIT REQ. A/S G/C E/C DET/SHT LOW WALL and PILASTERS at COURTYARDS A, LC.9 CHEEK WALLS & PILASTERS at TERMINUS OF WEST RANCH A, LC.ll MONUMENT SIGN WALLS (PER SEPARATE PERMIT) A, LC.10 COURTYARD BUILT-IN CMU BARBECUE * * A, LC.I I PATIO WALLS B, LC.9 1.5 48" HT. PILASTERS at COMMUNITY GARDEN GATE A, LC.9 1.6 8' HT. EQUIPMENT SCREEN WALL * F. LC.8 FLATWORK VEHICULAR COLORED CONCRETE PAVING with SAWCUTS AS SHOWN C, LC.8 VEHICULAR CONCRETE BANDING C, LC.8 VEHICULAR CONCRETE PAVING at TRASH STAGING C, LCB PEDESTRIAN CONCRETE with TOOL JOINTS AS SHOWN A, LC.8 PEDESTRIAN CONCRETE at PRIVATE PATIOS A, LC.8 \ PEDESTRIAN CONCRETE PAVERS with PAVER BAND · D, LCB \ STEPS & HAND RAILS at TERMINUS OF WEST RANCH ROAD A,LCIJ CURB & DECOMPOSED GRANITE at BOC.CE COURT E, LC.8 DECOMPOSED GRANITE w/ RED WOOD HEADER at COMMUNITY GARDEN B, LCB TURF BLOCK at FIRE LANE and TRUCK LOADING pee CIVIL PLANS A, LC.12 METAL/WOOD DET/SHT @ OMITTED 11.29.16 ~ WOOD PLANTERS at COMMUNITY GARDEN B, LC.12 C, LC 12 TUBE STEEL DECORATIVE SECURITY FENCING A,LC.14 TUBE STEEL RESIDENT ACCESS GATE B, LC.I4 TUBE STEEL RESIDENT ACCESS DOUBLE GATE ' C, LC 14 ~ VEHICULAR GATE A, LC.IS \\ t,\ Q4,0 ' ~ POTTERY -SEE LEGEND ON PLANTING PLANS \\ ~\ >--=--+-----------------------+----! ' @ SITE WIDE BENCHES -SEE FINISH SCHEDULE SHEET 8 \\ ~\ '\ C::,.4 2 TRASH RECEPTACLES -SEE FINISH SCHEDULE SHEET 8 \ ~ r~~--+-------------------+-----, \ ~\ Q STORAGE at COMMUNITY GARDEN -SEE FINISH SCHEDULE ' ' ~ '-0 \\ ~. (;?I POTTING TABLE at COMMUNITY GARDEN -SEE FINISH SCHEDULE ~ ~ \\\ {, @ COMPOST BIN at COMMUNITY GARDEN -SEEFINISH SCHEDULE \ \ @ DOG WASTE STATION -SEE FINISH SCHEDULE \\ @ BOLLARDS at TURF BLOCK FIRE LANE per CIVIL ENGINEER \ \\ '-\ \ ~'\ \ ~ \\ \ '-\\ \ ~~ \\ ~0 \ ~% \\ ~\ \\ ~ \ ~ :,>, \\~~i \~7 \\~~ \ \<!)., \,~ \ ii:> ~~ ~,~ ~\ "\ \ '~ \ / \;;, // _I_I_ ~;:., \ ,./ -'-•tiili-1 --I - MATCHLINE -SEE SHEET LC.3 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 11 AS TITLE ________ _ REV !Ev/ED BY, INSPECTOR DATE DATE DATE PREPARED: f----+-----+-----+---+---+---+-----I I SH6EET I ITY OF CARL BAD I SHSEEOTS I PLANNING DIVISION ~~RO~BE;.R~T~S=::O==N==RA:::==N==C~H~PA~B=-=::sE~N=l=::O=::R=A=::P=A=::R~T==M'.,'.E=N~T=s ===: #.-fn=c--~ ~ IJ ~13>,\<L,c t-' -; CONSTRUCTION ., " 03-31-19 PLAN LC.5 ffi 0 5' 10' 20' 4-14-17 1-----t-----+-----1----+-----+--+------< I-AP_P_Ro_v_E_D,_.,__/~_~ ~~L:f-'-'---=£:\'-'\_,_,...,,.,-,.,.;t\-L___ S ·"\ -I, . PLANNING DATE OWN BY: PROJECT NO: DRAWING NO NORTH SCALE: I"= 10' MJSDesign Group . Landscape Architecture+ Plann111g + Dss1gn DATE INITIAL REVISION ENGINEER OF WORK DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVA CITY APPROVAL CHKD BY SDP 14-08 480-3 N RVWD HARDSCAPE LEGEND: CALLOUT ITEM MANUFACTURER COLOR VEHICULAR @ COLORED DAVIS COLOR COCOA CONCRETE VEHICULAR (0 CONCRETE DAVIS COLOR FLAGSTONE BROWN BANDING VEHICULAR @ CONCRETE N/A STANDARD GREY at TRASH STAGING @@ PEDESTRIAN N/A STANDARD GREY CONCRETE LINEAR AVAILABLE THRU: MISSION BLEND INTERLOCKING ACKERSTONE CONCRETE PAYERS CONTACT: MIKE (80 mm) MILLARD § 949.241.6669 FIELD: 4"x 16" LINEAR PAVER (BO mm) BANDING: 4"x8" HOLLAND (80mm) GRASSPAVE2 at INVISIBLE @ FIRELANE ard TRUCK STRUCTURES INC. BLACK LOADING PH. 808.233.1510 FINISH TOP CAST ACID ETCHED (3) TOP CAST ACID ETCHED (5) TOP CAST ACID ETCHED (5) TOP CAST ACID ETCHED (5) FACE MIX - f I I I I I I I COMMENTS SAWCUT AS SHOWN ON PLAN. INSTALL per GEOTECHNICAL SOILS REPORT RECOMMENDATIONS. APPLY TOPCASTWASH RETARDER (OS ACID ETCHED FINISH) AVAILABLE THRU GRACE CONSTRUCTION -877.423.6491 INSTALL per GEOTECHNICAL SOILS REPORT RECOMMENDATIONS APPLY TOPCAST WASH RETARDER (OS ACID ETCHED FINISH) AVAILABLE THRU GRACE CONSTRUCTION -877.423.6491 INSTALL per GEOTECHNICAL SOILS REPORT RECOMMENDATIONS APPLY TOPCAST WASH RETARDER (OS ACID ETCHED FINISH) AVAILABLE THRU GRACE CONSTRUCTION -877.423.6491 INSTALL per GEOTECHNICAL SOILS REPORT RECOMMENDATIONS APPLY TOPCAST WASH RETARDER (05 ACID ETCHED FINISH) AVAILABLE THRU GRACE CONSTRUCTION -877.423.6491 FIELD PATTERN -HERRINGBONE BANDING PATTERN -SOLDIER COURSE FLAT TOP/NO CHAMFER BOTH FIELD and BANDING INSTALL WITH CLASS 2 ROAD BASE -THICKNESS PER SOILS ENGINEER I" LEVELING SAND SET SEAL WITH SURBOND SB 7000 OR EQUAL JOINT SAND-LOGICAL RESOURCE POLYMERIC OR EQ. INSTALL per MANUFACTURERS RECOMMENDATIONS. SEE DETAIL 'A', LC. I 2. SEE CIVIL PLANS FOR SUBBASE PROFILE per GEOTHECNICAL ENGINEER. SEE IRRIGATION PLANS FOR DRIP INSTALLATION. TURF WILL REQUIRE HAND WATERING FOR ESTABLISHMENT. KEY MAP NORTH -------------•-~,•.,:•-...----•r•-~•--~,----.------~-----~---~,- SLOPE PLANTING AND IRRIGATION BY LIGHTFOOT PLANNING GROUP \ \_ ,,\\ \: 1/ /\ \. \~7_-_-l/ L \ \ \ i \ \ -,_ ' ,o\ ,.- \ 1,l' ~?\,---, \ _ \ '\\ ',\ \\ ',~ CONSTRUCTION CALLOUTS: MASONRY PERMIT REQ. DET/SHT NS G/C E/C @ LOW WALL and PILASTERS at COURTYARDS A, LC.9 @ CHEEK WALLS & PILASTERS at TERMINUS OF WEST RANCH A, LC.13 @ ' MONUMENT SIGN WALLS (PER SEPARATE PERMIT) A, LC.IQ @ COURTYARD BUILT-IN CMU BARBECUE * * A. LC. I I Qj PATIO WALLS B, LC.9 1.5 48" HT. PILASTERS at COMMUNITY GARDEN GATE A, LC.9 1.6 8' HT. EQUIPMENT SCREEN WALL * F, LC.8 FLATWORK @ VEHICULAR COLORED CONCRETE PAVING with SAWCUTS AS SHOWN C, LC.8 ~_I) VEHICULAR CONCRETE BANDING C, LC.8 ' -!-2 VEHICULAR CONCRETE PAVING at TRASH STAGING C, LC.8 @ PEDESTRIAN CONCRETE with TOOL JOINTS AS SHOWN A, LC.8 @ PEDESTRIAN CONCRETE at PRIVATE PATIOS A, LC.8 @ PEDESTRIAN CONCRETE PAYERS with PAVER BAND D, LC.8 @ STEPS & HAND RAILS at TERMINUS OF WEST RANCH ROAD A,LC.13 @ CURB & DECOMPOSED GRANITE at BOCCE COURT E, LC.8 @ DECOMPOSED GRANITE w/ RED WOOD HEADER at COMMUNITY GARDEN B, LC.8 @ TURF BLOCK at FIRE LANE and TRUCK LOADING pee CIVIL PLANS A, LC.I2 METAL/WOOD DET/SHT @ OMITTED I 1.29. 16 - 3.1 WOOD PLANTERS at COMMUNITY GARDEN B, LC.12 3.2 6' HT. TUBULAR STEEL FENCE & GATE at WATER QUALITY BASINS C, LC.12 @ TUBE STEEL DECORATIVE SECURITY FENCING A, LC.14 Qj TUBE STEEL RESIDENT ACCESS GATE B, LC.14 Qj TUBE STEEL RESIDENT ACCESS DOUBLE GATE C, LC.14 Q:9 VEHICULAR GATE A,LC.15 POTTERY/ SITE FURNISHINGS @ POTTERY -SEE LEGEND ON PLANTING PLANS - @ SITE WIDE BENCHES -SEE FINISH SCHEDULE SHEET B - @ TRASH RECEPTACLES -SEE FINISH SCHEDULE SHEET 8 - @ STORAGE at COMMUNITY GARDEN -SEE FINISH SCHEDULE - 8 POTTING TABLE at COMMUNITY GARDEN -SEE FINISH SCHEDULE - @ COMPOST BIN at COMMUNITY GARDEN -SEE FINISH SCHEDULE - @ DOG WASTE STATION -SEE FINISH SCHEDULE - @ BOLLARDS at TURF BLOCK FIRE LANE per CIVIL ENGINEER - GENERAL SITE IMPROVEMENTS [TI CID' SIDEWALK-SEE SEPARATE R.O.W. PLANS [I] FIRE HYDRANT per CIVIL ENGINEER 0 TRJ\NSFORMER BY DRY UTILITIES. II] CURB and GUTTER per CIVIL ENGINEER [I] PARKING LOT POLE LIGHTS pee ELECTRICAL ENGINEER 0 CAR PORTS per DESIGN/ BUILD CONTRACTOR 0 PARKING LOT STRIPING per CIVIL PLANS [TI OUTDOOR FIREPLACE pee ARCHITECT ABBREVIATION LEGEND: REFERENCE NOTES: * ALN n CLR <f. EQ. F.O.C. F.O.W. MIN. MAX. P.A R= TYP. @ ~ r-7 L -.J -~ •-□ 0 5' ALIGN ALIGN CLEAR CENTERLINE EQUAL FACE OF CURB FACEOFWALL MINIMUM MAXIMUM PLANTING AREA RADIUS EQUALS TYPICAL CONSTRUCTION CALLOUT POINT-OF-BEGINNING FIRE RESCUE PAD/ RESCUE WINDOW LOCATION PEDESTRIAN BOLLARD LIGHT per ELECT. ENGR. PARKING LOT POLE LIGHT per ELECT. ENGR. I. CONSTRUCTION LEGEND SEE SHEET LC. I 2. HARDSCAPE LEGEND SEE SHEET LC. I 3. GENERAL SITE IMPROVEMENTS SEE SHEET LC. I 4. FOR CONSTRUCTION NOTES SEE SHEET LC.7 5. FOR FINISH SCHEDULES SEE SHEET LC.7 6. CONSTRUCTION DETAILS START ON SHEET LC.8 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. BLJIL T 11 TITLE ________ _ REV IE\vED BY, INSPECTOR DATE DATE DATE PREPARED: l----+------+-----+---+----+---+---II SH7EET I ITY OF CARL BAD I SHSEOETS I PLANNING DIVISION ~==RO~BE:;R;::::T:::S:::O=N==RA~N=c==H==:=PA==:=8=-==sE:::N=1==o==R=A==P=A=R:::TM:::,CEN=Ts=~ ,,, --'C::.,.,"'°",··,cic",ic· .. ,~ ,,, IO' 20' CONSTRUCTION PLAN LC.6 1------+----+------+--~--+----+--~ I-AP_P_Ro_v_ED_,_{~~-~ ~• .-1-Y::~--tl=I'""=-~*~ ?•~-17 _ PLANNING DATE ~============:;~=====:;-;:::===~ 1----+----+-------+---+---+---+------1 DWN BY: PROJECT NO: DRAWING NO: SCALE: I"= 10' MJSDesign Group . Landscape Architecture , Planning+ Design DATE INITIAL REVISION DATE INITIAL DATE INITIAL RCVHWKDD __ BY: SDP 14-08 480-3 N ENGINEER OF WORK DESCRIPTION OTHER APPROVA CITY APPROVAL --C•, --------------------------- CONSTRUCTION NOTES LIST OF INSPECTIONS SYMBOL ITEM MANUFACTURER/SUPPLIER COLOR FINISH COMMENTS I. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO THE START OF THE CONTRACTOR SHALL CONTACT THE OWNER'S REPRESENTATIVE 48 HOURS IN ADVANCE OF, AND SITE FURNISHINGS QTY CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. COORDINATE, THE FOLLOWING INSPECTIONS (BUT NOT LIMITED TO): AVAIL THRU, VICTOR STANLEY e MODEL, CBF-I 2 SURFACE MOUNT pee MANUFACTURERS 2. CONTRACTOR SHALL NOT WILFULLY PROCEED WITH CONSTRUCTION WHEN IT IS OBVIOUS THAT SITE WIDE BENCH 7 SIZE, 6' LENGTH BRONZE POWDERCOAT RECOMMENDATIONS. UNKNOWN OBSTRUCTIONS AND/ OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN I. PRE-JOB CONFERENCE. CONTACT, DAVID SKALKA DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE PH, 951.299.9394 2. AT COMPLETION OF FINISH GRADING. OWNER'S AUTHORIZED REPRESENTATIVE. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL AVAIL THRU, VICTOR STANLEY NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATIONS. @ MODEL, FC-12 EMBED MOUNT per MANUFACTURERS 3. LAYOUT OF SHOVEL CUTS BUT PRIOR TO INSTALLATION. TRASH RECEPTACLE 4 LID, DOME BRONZE POWDERCOAT RECOMMENDATIONS. CONTACT: DAVID SKALKA INCLUDE INTERIOR PLASTIC LINER. 3. CONTRACTOR SHALL OBTAIN A CURRENT STRUCTURAL SOILS REPORT. THIS SOILS REPORT SHALL 4. LAYOUT OF PAVING BUT PRIOR TO INSTALLATION. PH, 951.299.9394 SUPERSEDE THE RECOMMENDATIONS AND DETAILS SHOWN ON THESE PLANS AND SPECIFICATIONS. AVAIL THRU, WALPOLE OUTDOORS BUILD PER MANUFACTURERS SPECIFICATIONS. @ STORAGE SHED at ITEM, CEDAR CUBBY with ARCH DOOR NATURAL 2 COATS OF CLEAR COAT APPLY 2 COATS OF CLEAR COAT FOR PROTECTION 5. LAYOUT OF WALLS AND PILASTERS BUT PRIOR TO INSTALLATION. COMMUNITY GARDEN I 4. THE LOCATION OF FEATURES TO BE CONSTRUCTED, NOT SPECIFICALLY DIMENSIONED MAY BE SKU, 921135 DETERMINED BY SCALE. VERIFY ALL SUCH CONDITIONS WITH OWNER'S REPRESENTATIVE. 6. DURING ENTIRE IRRIGATION INSTALLATION TO VERIFY AND INSPECT THE FOLLOWING (BUT NOT LIMITED TO): 0) AVAIL THRU: WALPOLE OUTDOORS BUILD PER MANUFACTURERS SPECIFICATIONS. POTTING TABLE at 2 COATS OF CLEAR COAT 2 ITEM, GARDNERS BENCH -BASE ONLY NATURAL APPLY 2 COATS OF CLEAR COAT FOR PROTECTION COMMUNITY GARDEN SKU: 263545 5. ALL CURVE-TO-CURVE AND CURVE-TO-TANGENT LINES SHALL BE NEAT, TRIM, SMOOTH, AND UNIFORM. a. POINT OF CONNECTIONS TBD -' @ COMPOST BIN at -b. BACKFLOW PREVENTION DEVICES COMMUNITY GARDEN 2 - 6. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL SLEEVES AS INDICATED ON THE IRRIGATION c. TRENCHING FOR PIPES PLANS WITH PAVING CONTRACTOR. d. ELECTRICAL CONNECTIONS e AVAIL THRU: DOGIPOT INSTALL pee MANUFACTURERS RECOMMENDATIONS DOG WASTE STATION MODEL, 1010 FOREST GREEN ON WHITE -4 e. CONTROL VALVES CONTACT, 800.364.7681 7. ALL FORMS AND ALIGNMENT OF HARDSCAPE ITEMS SHALL BE INSPECTED AND APPROVED BY THE f. COVERAGE LANDSCAPE ARCHITECT PRIOR TO POURING. (CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT A ALL ITEMS TO BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. MINIMUM OF 48 HOURS PRIOR TO THE INSPECTION.) 7. AT DELIVERY OF ALL PLANT MATERIALS TO THE SITE. B. WHEN TREES AND SHRUBS ARE SPACED FOR PLANTING BUT BEFORE HOLES ARE EXCAVATED. FINISH SCHEDULE MASONRY WALL NOTES ' 9. AT PRE-MAINTENANCE INSPECTION. I. THE CONTRACTOR SHALL GROUT ALL CELLS WITH STEEL REINFORCING SOLID. IF RETAINING SOIL GROUT ALL 10. AT FINAL INSPECTION. POT and PLANT SCHEDULE CELLS SOLID. 2. THE CONTRACTOR SHALL CONSTRUCT WALLS PLUMB AND TRUE, STEP FOOTINGS IN EVEN BLOCK DESCRIPTION SYMBOL QTY IRRIGATION (NO DRAIN HOLE (TYP.) FINISH AVAILABLE FROM PLANT MATERIAL (PER POT) INCREMENTS. PAYING NOTES SELF MODEL: QR-CB3630P WHITE WASH QUICl<:CRETE (I) 24" CUPRESSUS 'TINY TOWER' 3. THE CONTRACTOR SHALL ALLOW FOR ADJOINING CONSTRUCTION. 0 4 WATERING COLOR: QUAIL HILL MATTE SEALER ATTN: BRIAN GOTZ (6) I GAL. PELARGONIUM PEL TATUM -IVY GERANIUM (RED) I. THE CONTRACTOR SHALL VERIFY WITH PROJECT STRUCTURAL SOILS ENGINEER THE NEED FOR REINFORCING, SYSTEM RED (DARK TERRACOTTA) Tl SMOOTH 714.309.6564 4. ALL FOOTINGS SHALL BE POURED ON UNDISTURBED NATURAL SOIL. ON COMPACTED FILL, PREPARE PER BASE MATERIALS, PRESATURATION, AND OTHER REQUIREMENTS FOR PAVING AREAS. with WHITE WASH STRUCTURAL SOILS REPORT. ' '· 2. ALL CONCRETE PAVING SECTIONS SHALL BE A MINIMUM OF 3 '12'' THICK UNLESS OTHERWISE NOTED. SELF MODEL: QR-Ll3012P WHITE WASH QUICKCRETE (8) I GAL. PELARGONIUM PEL TATUM -IVY GERANIUM (RED) 5. ALL FREESTANDING WALLS SHALL HAVE A.MINIMUM OF 40 BAR DIAMETERS OVERLAP AT SPLICES. ALL RETAINING 0 4 WATERING COLOR: QUAIL HILL MATTE SEALER ATTN: BRIAN GOTZ WALL SPLICES SHALL BE A MINIMUM OF 48 BAR DIAMETERS. 3. PAVING AND CONCRETE CONTRACTOR(S) SHALL COORDINATE HIS WORK WITH ELECTRICIAN, DRAIN LINE SYSTEM RED (DARK TERRACOTTA) Tl SMOOTH 714.309.6564 , CONTRACTOR AND IRRIGATION CONTRACTOR FOR SLEEVING, PIPING, AND CONDUIT UNDER ALL PAVING AS with WHITE WASH 6. DOWELS SHALL BE AT LEAST EQUAL IN SIZE AND SPACING TO VERTICAL BARS UNLESS OTHERWISE NOTED. REQUIRED. SELF MODEL: QR-Ll3012P WHITEWASH QUICKCRETE 0 WATERING COLOR: QUAIL HILL MATTE SEALER ATTN: BRIAN GOTZ I to 3 AGAVE 'BLUE GLOW' DEPENDING ON SIZE AVAILABILITY. 4. THE CONTRACTOR SHALL HOLD FINISH GRADE (I") INCH BELOW FINISH SURFACE. 2 SUBMIT PHOTOS of SPECIMENS FOR APPROVAL 7. REFER TO FINISH SCHEDULE FOR ALL WALL FINISHES. SYSTEM RED (DARK TERRACOTTA) Tl SMOOTH 714.309.6564 (8) 4" POTS -SENECIO ROWLEYANUS 'STRING OF PEARLS' 5. THE CONTRACTOR SHALL SLOPE ALL FINISH SURFACE AREAS A MINIMUM OF ONE PERCENT. UNLESS NOTED with WHITE WASH PAYER NOTES: OTHERWISE. NOTES: 6. ALL WALKS SHALL HAVE CROSS FALL OF ONE PERCENT MINIMUM. I. ALL POTS TO RECEIVE SELF WATERING SYSTEM TO BE CWI CLASSIC BY PLANTER TECHNOLOGY OR EQUAL. PAVER LAYOUT SHALL BE DETERMINED BY LIMITING THE AMOUNT OF CUTS MADE TO THE LONG SIDE OF THE PAVER, IN ORDER TO MINIMIZE "SLIVER" PIECES. 7. REFER TO FINISH SCHEDULE FOR CONCRETE FINISH. POTTERY SCHEDULE 8. ALL WALK INTERSECTIONS SHALL BE 90 DEGREES UNLESS NOTED OTHERWISE. PAVER SHALL BE CLEAN AND FREE FROM FOREIGN MATERIALS BEFORE INSTALLATION. INSTALLATION SHOULD START FROM A CORNER OR STRAIGHT EDGE AND PROCEED FORWARD OVER 9. ALL RADII AT WALK INTERSECTIONS SHALL BE 36" UNLESS NOTED OTHERWISE. HARDSCAPE LEGEND: THE UNDISTURBED SAND LAYING COURSE. 10. FULL DEPTH EXPANSION JOINTS ARE TO BE SPACED AT MAXIMUM 20' O.C., SCORE LINES TO BE MAXIMUM 10' CALLOUT ITEM MANUFACTURER COLOR FINISH COMMENTS o.c. VEHICULAR SAWCUT AS SHOWN ON PLAN. INSTALL per GEOTECHNICAL PAVING WORK SHALL BE PLUMB, LEVEL, AND TRUE TO LINE GRADE; SHALL BE INSTALLED PROPERLY, 0) DAVIS COLOR COCOA TOP CAST SOILS REPORT RECOMMENDATIONS. APPLY TOPCASTWASH COLORED ACID COINCIDE AND ALIGN, WITH ADJACENT WORK AND ELEVATIONS. 11. ALL FORMS AND ALIGNMENT OF PAVING SHALL BE INSPECTED AND CONTRACTOR SHALL NOTIFY CONCRETE RETARDER (05 ACID ETCHED FINISH) AVAILABLE THRU GRACE LANDSCAPE ARCHITECT A MINIMUM OF 48 HOURS PRIOR TO INSPECTION. ETCHED (3) CONSTRUCTION -877.423.6491 \ PAVING STONES SHOULD BE INSTALLED HAND TIGHT ON THE UNDISTURBED SAND LAYING COURSE. VEHICULAR TOP CAST INSTALL per GEOTECHNICAL SOILS REPORT RECOMMENDATIONS (0 DAVIS COLOR FLAGSTONE BROWN STRING LINES SHOULD BE USED TO HOLD PATTERN LINES TRUE. 12. REFER TO PRECISE GRADING PLAN FOR FINISH GRADES AND DRAINAGE. CONCRETE ACID APPLY TOPCAST WASH RETARDER (OS ACID ETCHED FINISH) BANDING ETCHED (5) AVAILABLE THRU GRACE CONSTRUCTION -877.423.6491 GAPS BETWEEN THE EDGE OF THE PAVER SURFACE SHALL BE FILLED WITH STANDARD PAYERS OR WITH VEHICULAR TOP CAST INSTALL per GEOTECHNICAL SOILS REPORT RECOMMENDATIONS @ N/A STANDARD GREY PAYERS CUT TO FIT. CUT PAYERS SHOULD BE NO SMALLER THAN ONE THIRD THE SIZE OF FULL CONCRETE ACID APPLY TOPCASTWASH RETARDER(05ACID ETCHED FINISH) at TRASH STAGING ETCHED (5) AVAILABLE THRU GRACE CONSTRUCTION -877.423.6491 PAYERS. CARE SHOULD BE TAKEN WHEN ESTABLISHING THE LAYING PATTERN TO INSURE THAT LESS l TOP CAST INSTALL per GEOTECHNICAL SOILS REPORT RECOMMENDATIONS THAN ONE THIRD PAYERS ARE MINIMIZED. @(0 PEDESTRIAN N/A STANDARD GREY CONCRETE ACID APPLY TOPCASTWASH RETARDER(05ACID ETCHED FINISH) PAYERS ARE SET INTO THE SAND LAYING COURSE BY ROLLER OR PLATE VIBRATOR CAPABLE OF 3,000 ETCHED (5) AVAILABLE THRU GRACE CONSTRUCTION -877.423.6491 TO 5,000 COMPACTION FORCE. VIBRATION SHALL BE CONDUCTED IN CROSSING PATHS UNTIL THE LINEAR AVAILABLE THRU: MISSION BLEND . FIELD PATTERN -HERRINGBONE ' FACE MIX PAVEMENT SURFACE IS SMOOTH AND REQUIRED ELEVATION IS ACHIEVED. GAPS BETWEEN PAYERS INTERLOCKING ACKERSTONE BANDING PATTERN -SOLDIER COURSE CONCRETE PAYERS CONTACT: MIKE FLAT TOP/NO CHAMFER BOTH FIELD and BANDING SHOULD AT THIS POINT SHOULD BE FILLED TO ABOUT TWO THIRDS OF THE PAVER'S FULL HEIGHT. (80 mm) MILLARD INSTALL WITH CLASS 2 ROAD BASE -THICKNESS PER SOILS ENGINEER GAPS BETWEEN EDGES SHOULD BE NO MORE THAN 3/16" WIDE AFTER VIBRATION. GAPS GREATER @ 949.241.6669 I" LEVELING SAND SET ' THAN 3/16" SUGGEST.THAT LESS THAN SATISFACTORY INTERLOCK WILL BE ACHIEVED. PAYERS WITHIN FIELD: 4"x 16" LIN EAR SEAL WITH SURBOND SB 7000 OR EQUAL JOINT SAND-LOGICAL RESOURCE POLYMERIC OR EQ. THREE FEET OF UNRESTRAINED EDGES MUST NOT BE COMPACTED. PAVER (80 mm) BANDING: 4''x8" HOLLAND (80mm) 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 GRASSPAVE2 at INVISIBLE INSTALL per MANUFACTURERS RECOMMENDATIONS. SEE DETAIL PAYERS TO THE HEIGHT OF THE JOINT BEVEL. SURPLUS SAND SHOULD BE SWEPT FROM THE @ -'A', LC. I 2. SEE CIVIL PLANS FOR SUBBASE PROFILE per FIRELANE and TRUCK STRUCTURES INC. BLACK GEOTHECNICAL ENGINEER. SEE IRRIGATION PLANS FOR DRIP PAVEMENT SURFACE AND DISPOSED OF. LOADING PH. 808.233.1510 INSTALLATION. TURF WILL REQUIRE HAND WATERING FOR ESTABLISHMENT. THE COMPLETED PAVING STONE INSTALLATION SHOULD BE WASHED DOWN AND CLEANED TO PROVIDE A CLEAN FINISHED WORKMANLIKE INSTALLATION. HARD SCAPE LEGEND ' APPROVED FOR PLANTING '' AS BUIL T'1 -AND IRRIGATION ONLY, ' INCLUDING PRECISE TITLE DATE LOCATION OF PLANTING REVIE'v/ED BY, AREAS. INSPECTOR DATE DATE PREPARED: I SHSET I CITY OF CARLSBAD lssas I l',,,sDSl'Ap~ PLANNING DIVISION ~Qru,,;ft ROBERTSON RANCH PA8-SENIORAPARTMENTS ,";, \...,'-•l'r ~7 ~ .._,, ' CONSTRUCTION NOTES t'J 1.:'~ / "~-i, -. :::,c; ::;; n ~' f_ 03~I'1'~·19 .~ -i and FINISH SCHEDULES LC.7 R,ovd!:,l, 4-14-17 . . ,. D,,t, I APPROVED: 1%\ I >· ,· ~1 ?;,, ,__1-I·,;· ~-E::\,\ ~-% ~-"1-1, OF CAL\~ DATE PLANNING CONSTRUCTION NOTES OWN BY: PROJECT NO: DRAWING NO: MJSDesign Group ... DATE INITIAL REVISION DATE INITIAL DATE INITIAL CHKD BY: SDP 14-08 480-3N Landsec1JJe Arch1tecture + Planning r Design ENGINEER OF WORK DESCRIPTION OTHER APPROVAi CITY APPROVAL RVWD: . LEGEND: CD PRECAST CONCRETE CAP. MATCH PATIO WALLS G_) STUCCO FINISH TO MATCH ADJACENT ARCHITECTURE G) 8" x8" x 16" C.M.U. BLOCK. REINFORCING PER STRUCTURAL ENGINEER. G) ADJACENT CONCRETE PAD. ® 3" THICK BARK MULCH AT 12" SPACE BETWEEN PAD and WALL G_) CONCRETE FOOTING -SIZE AND REINFORCING PER STRUCTURAL ENGINEER. (j) COMPACTED SUB-GRADE ® FINISH GRADE OUTSIDE OF WALL -REFER TO CIVIL GRADING PLANS NOTES: I. FOOTING TO BE POURED AGAINST UNDISTURBED SOIL OR RECOMPACTED SOIL PER SOILS REPORT. 2. STRUCTURAL REINFORCEMENT per STRUCTURAL ENGINEER ::::) L u f-..'. I co I" OVERHANG TYP. ----•• • F r,: ------ SECTION 'A' Scale: I 11 = I 1-0 11 ® 81 HT. SCREEN WALL MAS-SCN-WAL ' .. ~ . ' . ;:·•'.!;~: ~' :>-;. :_< SECTION .-. ...... • 4 •• 4 ..... . "' .. per GEO-TECHNICAL ENGINEER LEGEND: I. PEDESTRIAN INTERLOCKING CONCRETE PAVER FIELD 2. I" DEPTH CLEAN NON-PLASTIC SAND LAYING COURSE. PER GEOTECHNICAL REPORT 3. GEOTEXTILE FABRIC 4. CLASS 2 ROAD BASE COMPACTED TO 95% COMPACTION AS PER GEOTECHNICAL REPORT. 5. CONCRETE SUBGRADE BOND BEAM -WET SET PAVER BAND 6. COMPACTED SUB-GRADE PER GEOTECHNICAL REPORT 7. FINISH GRADE 8. (2) #3 REBAR 9. SAND JOINT I 0. VERTICAL SURFACE NOTES: A. SEE CONSTRUCTION PLAN for PAVER PATTERN DIRECTION B. SEAL with SURBOND SB 1300 or EQUAL. C. JOINT SAND to be LOGICAL RESOURCE POLYMERIC or EQUAL SOILS REPORT NOTE: ALL DEPTHS TO BE CHECKED AGAINST SOILS REPORT PROVIDED BY LGC VALLEY, INC. REPORT FOR ROBERTSON RANCH WEST, CARLSBAD TRACT NO. 13-03 DATED 04.29.14, PROJECT NO. 133023-03. Scale: 1-1 /2 11 I 1-0 11 @ PEDESTRIAN CiONCRETE PAVER FLA-PAV-PED NOTES: A. FULL DEPTH EXPANSION JOINTS IO' O.C. B. TOOL JOINTS CENTERED BETWEEN EXPANSION JOINTS . LEGEND: 0 CONCRETE CURB -NATURAL GRAY COLOR with MEDIUM BROOM FINISH 0 1/2" RADIUS ALL EXPOSED EDGES 0 #3 REBAR CENTERED IN CURB 0 COMPACTED SUBGRADE 0 FINISH GRADE AT PLANTING 0 2" DEPTH I" -1.5" CRUSHED ROCK, CLEAN. 0 3" DEPTH CLASS 2 ROAD BASE AT 95% COMPACTION 0 WEED BARRIER FABRIC. 0 OYSTER SHELL BOCCE SURFACE MANU: BOCCEMON MODEL: RAINCOUNTRY BLEND VOL: 2 CUBIC YARDS INSTALL per MANUF. SPECS. www.boccemon.com · OR APPROVED EQUAL @ 2" x 6" TREX WOOD AT ENDS OF COURT ONLY. FASTEN TO CURB per CONTRACTOR. Scale: 311 = I 1-0 11 @DEEPENED CURB/ BOCCE SURFACE 7 14 4 4 13 7 G .. ¾-• --. --.. --· <! 011------!•I-Iii illLl ill--~-~-I -:--! ,-; --. -_:;:ill,~ I E-UJ~ I1 l=,fil~W=Uf~,fil, ill ill=I I ··I · l··-l I I·':':'! I l-···1 ' I---III--J 11···111······11 '"--'I 0---, ---· I l··--·I I l--l-c.,-II .. ""' -; ,•.····s-l ·l .. ··'--. .,-I ·;---J--l ''-~l-l-I-.. ,··1 •·. -. -.l·;•'-'~11 ,_ '1-,1--1 i,·-I =-~, ~~1 1'.·.:-~1 ·:·~·;:i. :_-:_-: r::= -=------! :·.----1 r-=--=-~ r-=---l t-.~-~-~ .;:.·~-~ 7IF7IF7IF7IF1If~IFIIF~IF~IF~IF~IF~I TROWELED SCORE JOI NT 4 15 7 7 4 I 2 4 ,---~<J. L,m---m=0III,cc; · . 'IJ t"'l 11--iIT'=i I I: ffE'fll'"='fll'"='fll'"='fll'"='fll'"=TTE'Tf l;j}llfr\%1ll1c;--.1'=m---w SEALED ISOLATION JOINT LEGEND: CD REINFORCING per GEOTECHNICAL REPORT (CONTINUOUS) and CENTERED IN SLAB G_) CONCRETE CURB per CIVIL ENGINEER G) 1/8" RADIUS EDGE (BOTH SIDES) G) CONCRETE PAVING -SEE FINISH SCHEDULE for COLOR and FINISH ® POLYURETHANE TWO-PART JOINT SEALANT or APPROVED EQUAL. SET JUST BELOW FINISH SURFACE. DEPTH per MANUFACTURER'S SPECIFICATIONS. COLOR and TEXTURE to MATCH ADJACENT CONCRETE PAVING. G_) 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. (j) COMPACTED SUBGRADE per GEOTECHNICAL SOILS REPORT ® 18" LONG #4 "SPEED DOWELS" ( or APPROVED EQUAL) at 18" o.c. (D VERTICAL SURFACE @ 1/2 "WIDE ASPHALT IMPREGNATED FIBER EXPANSION BOARD (or APPROVED EQUAL) to FULL DEPTH @ PROVIDE BACKER ROD CONTINUOUS ALONG BUILDING WALL FOUNDATIONS and SLABS -SEE ALSO ITEM# 17 THIS DETAIL. @ 3/16"± WIDE x 1/2" DEEP TROWELED SCORE JOINT. 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 (8) 1/8" to 3/16"WIDE x 1/2" DEEP SAWCUTSCOREJOINT - LOCATE WHERE INDICATED on PLAN @ 1/8" to 3/16" WIDE SAWCUT CONTRACTION JOINT. JOINT DEPTH SHALL BE 1/3 DEPTH of CONCRETE PAVING. LOCATE CONTRACTION JOINT SO AS to FORM, AS NEAR AS POSSIBLE, 8' to 12' SQUARE PAVING SECTIONS. SAWCUT JOINTS AS SOON AS POSSIBLE, NO LATER than 8 to 24 HOURS after PAVING INSTALLATION and WHILE THE CONCRETE is STILL PLASTIC. @ 3/16" WIDE TROWELED CONTRACTION JOINT. JOINT DEPTH SHALL BE 1/3 DEPTH of CONCRETE PAVING. LOCATE CONTRACTION JOINTS SO AS to FORM, AS NEAR AS POSSIBLE, 8' to 12' SQUARE PAVING SECTION @ 1/2" WIDE SEALED ISOLATION JOINTS SHALL BE INSTALLED in LOCATIONS WHERE PAVING ABUTS WALLS, COLUMNS, CURBS and OTHER POINTS of RESTRAINT INCLUDING DRAINS, MANHOLES, UTILITY BOXES/COVERS, STEPS etc. JOINTS SHALL INCLUDE EXPANSION BOARD, BACKERROD, and SEALANT to MATCH CONCRETE COLOR. SOILS REPORT NOTE: ALL DEPTHS TO BE CHECKED AGAINST SOILS REPORT PROVIDED BY LGC VALLEY, INC. REPORT FOR ROBERTSON RANCH WEST, CARLSBAD TRACT NO. 13-03 DATED 04.29.14, PROJECT NO. 133023-03. @ PEDESTRIAN CONCRETE PAVING Scale: I I /211 = I 1-0 11 FLA-PAV-CON LEGEND: I. CONCRETE PAVING (SEE FINISH SCHEDULE FOR COLOR) THICKNESS PER GEOTECH SOILS REPORT. REINFORCING PER GEOTECH SOILS REPORT 2. RIGID POLYPROPYLENE SLEEVE (SPEED DOWEL). PER STRUCTURAL SOILS REPORT 3. 1/4" SAWCUTS I" DEPTH PER PLAN 4. 1/2" EXPANSION JOINT, SEALANT DEPTH OF 1/2 OF JOINT WIDTH. OVER ROUNDED BACKUP W/ NO BOND SEALANT OVER BACKUP MATERIAL, TYP. CAULK COLOR TO MATCH PAVING. SANDED. 5. FINISH GRADE PER CIVIL 6. FINISH SURFACE PER CIVIL SOI LS REPORT NOTE: ALL DEPTHS TO BE CHECKED AGAINST SOILS REPORT PROVIDED BY LGC VALLEY, INC. REPORT FOR ROBERTSON RANCH WEST, CARLSBAD TRACT NO. 13-03 DATED 04.29.14, PROJECT NO. 133023-03. I u cr'. LU w t-a... 0 LU l:) I u "" w LU t-a_ 0 UJ l:) A -,, ~- ~'. . -~· .; . 7. SU BG RADE SOIL TO BE PROCESSED TO A MINIMUM DEPTH OF 6", MOISTURE CONDITIONED, AS NECESSARY AND RECOMPACTED TO A MINIMUM OF 90% RELATIVE COMPACTION. 8. 8 INCHES AGGREGATE BASE IN IN THIN LIFTS, MOISTURE CONDITIONED, AS NECESSARY AND COMPACTED TO A MINIMUM OF 95% RELATIVE COMPACTION. NOTES: A. SEE CONSTRUCTION PLAN for PAVER PATTERN DIRECTION B. SEAL with SU RBOND SB 1300 or EQUAL. C. JOINT SAND to be LOGICAL RESOURCE POLYMERIC or EQUAL 6 2" at PLANTING AREAS SECTION LEGEND: CD 3" DEPTH STABILIZED DECOMPOSED GRANITE BED. COLOR: DESERT GOLD AVAILABLE thru KRC ROCK-800.572.7625 G_) 3" DEPTH CLASS 2 ROAD BASE AT 95% COMPACTION G) 2 x 4" REDWOOD HEADER G) FINISH GRADE ® COMPACTED SUB-GRADE per SOILS REPORT © I x 2 x 16" REDWOOD STAKE at I 0'-0" o.c. MAX. & at ALL CHANGES of DIRECTION, SECURE with (2) SD GALV. NAILS. • SLOPE PER GRADING PLAN Scale: 1-1 /2 11 = I 1-011 SECTION TAPER SLOPE PER GEOTECH REPORT NOT TO EXCEED I 0: I SLOPE @ STABILIZED DECOMPOSED GRANITE Scale: 1-1 /2 11 = I 1-0 11 FLA-DEC-GRA ; C VEHICULAR CONCRETE PAVING 11--'-~-,: ,..; ·- 11 -~''"""'"".:,;"··'·"--. ., FLA-YEH.PAV APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. BUIL T 11 TITLF _______ _ REV !E\,'ED BY, INSPECT DR DATE DATE f-D-A-TE-P-"REC-PA-RE_D_, -+------+----+---+----+---I I SH9EET I ITY OF CARL BAD I SHSEOETS I PLANNING DIVISION ~==RO=:==B='cERc°=T:::S::::O=N=RA::==N=C=:=H~P==A::::8=-::::S=:=EN~IO::::R=A::::P::::A::::R~T=M:.,;E=N~T:;:S==: CONSTRUCTION DETAILS LC.8 ~ _ /7..k..U, Gr-a,...,..,, .:;-.4.17 ' ---+----+------+----+---+----t-----1 I-A,.-,PP-cR-□ccV-,-ED_:-~;_;;f-.,,-~--,~~~--l~L· -- PLANNING DATE 1----+---+------+----1--+---+----I ~D::::W==N::::B::::Y=,_=_=~~~~:;-;=:::PR::::O::::J:::EC::::T::::N::::O=: ====,-'-:;:D:;:RA::::W:::,l=N""G:::::.=Nc-cO~: MJSDesign Group .. , DATE INITIAL REVISION DATE INITIAL DATE INITIAL cHKD BY:___ SDP 14_08 480_3N Lcim1scape Architecture+ Planning+ Design ENGINEER OF WORK DESCRIPTION OTHER APPROVA CITY APPROVAL RVWD: / 4 , . rl ·: . r I I" OVERHANG TYP. 9 ELEVATION Ml . 48!' O.C. .. ·. 5 ® PRIVATE PATIO WALLS z I I 11 11 I i-.-+--------1 s 11 I I I I 11 11 11 I I I I I I 1---------1 2 L >i.----1-c.-,~----~-,.-JL-"'-r.-"---~cb--~.',...-Jl-~, iN =<· -~-A··_./ ·J :~,~1,__.,·r:~:~;-·.··~·· l:> z w ....I a:. ~ w ::J a.. r u ~ !;; SECTION ,: ·· ,.:_:; ·. i,:r~:-.-, ,_: •,: \'.,:;·; ,<.-:·-,·.s=::,, '.,,.:,.,. a._:,,.· PER STRUCTURAL © LIGHT BOLLARD FOOTING LEGEND: CD PRECAST CONCRETE CAP VALORI 2.5" THICK CHAMFERED 12" STRAIGHT CAP MODEL: VP-CH I 2ST-A COLOR:TBD FINISH: TEXTURE AVAIL: THOMPSON BLDG. MATERIAL CONTACT: ALLISON DILLARD PH: 714.637.7373 G) STUCCO FINISH TO MATCH ADJACENT ARCHITECTURE G) 8"x8"x 16"C.M,U. BLOCK · REINFORCING PER STRUCTURAL ENGINEER. © FINISH SURFACE (D DRAINAGE HEAD JOINT thru WALL at FINISHED SURFACE OF PATIO. MIN. (2) PER PATIO. G_) CONCRETE FOOTING -SIZE AND REINFORCING PER STRUCTURAL ENGINEER. (j) COMPACTED SUB-GRADE ® FINISH GRADE OUTSIDE OF WALL - REFER TO CIVIL GRADING PLANS 0 ARCHITECTURAL BUILDING WALL NOTES: I. FOOTING TO BE POURED AGAINST UNDISTURBED SOIL OR RECOMPACTED SOIL PER SOILS REPORT. 2. STRUCTURAL REINFORCEMENT per STRUCTURAL ENGINEER Scale: I 11 = I 1-0 11 LEGEND: I. ANCHOR BOLT -REFER TO MANUFACTURER'S SPECIFICATIONS MAS-PAT-WAL 2. BOLLARD LIGHT PER LIGHTING PLANS (42" MAXIMUM POLE HEIGHT) 3. CONCRETE FOOTING PER STRUCTURAL PLANS 4. COMPACTED SUBGRADE -PER GEOTECHNICAL REPORT 5. CONDUIT PER ELECTRICAL PLANS 6. ADJACENT PAVING PER PLAN 7. INSPECTION HATCH PLATE TO FACE BACK OF PLANTER 8. LIGHT POLE BASE SHOE PER MANUFACTURER NOTES: A. REFER TO STRUCTURAL PLANS FOR STEEL REINFORCEMENT B. REFER TO LIGHTING PLANS FOR LOCATION Scale: I -I /2 11 = I 1-0 11 MET-L\G-BOL.dwg C0 ' a, _, 2411 PA ,------ 1 f-_-,,_----_--,,----+ I I PA . ___ J PLAN VIEW 21_311 24"SQ. CMU ELEVATION 24" CMU 41---l l a.. 0~ w ' w l:> a:. U.: Uw '!' > =-0 ~ a:. 0 wz a.. w SECTION 'A' . F.S. PER STRUCTURAL ENG. PER PLAN 0 ,.., F.S. ~--15 ::J 2 !: u LJ.. 0 a.. 0 r 0 ,.., I" SCREED ABOVE F.G. TYP. I I . I I I . J 24 11 24"CMU PA I I ===tc...:·c::-·===-JL·:::.:· ==c.::;J· I -I PA o UJ PA :. I I PA PLAN VIEW SECTION 'B' AT C.M.U. LEGEND: CD 12" x 18" DOUBLE STACKED TUSCAN TERRACOTTA WALL CAP. MANUF: GLADDING McBEAN AVAIL: THOMPSON BLDG. MATERIAL CONTACT: DYLAN BUDD PH: 714.719.0202 MODEL: PIAZZA TILE COLOR: PRESIDIO BLEND FINISH: TUMBLED NATURAL GREY GROUT G) STUCCO FINISH TO MATCH ADJACENT ARCHITECTURE G) 8" x 8" x 16" C.M.U. BLOCK. REINFORCING PER STRUCTURAL ENGINEER. © ADJACENT C.M.U. WING WALL AS OCCURS ON PLAN. 0 12" x 18" DOUBLE STACKED TUSCAN TERRACOTTA PILASTER CAP. SPECIFICATIONS SAME AS WALL CAP ABOVE. CUT AS SHOWN. 12 PIECES PER CAP. © FINISH GRADE/ FINISH SURFACE 0 CONCRETE FOOTING -SIZE AND REINFORCING PER STRUCTURAL ENGINEER. COMPACTED SUBGRADE PER STRUCTURAL SOILS REPORT NOTES: I. CELLS with REBAR TO BE GROUTED SOLID. 2. FOOTING TO BE POURED , AGAINST UNDISTURBED SOIL OR RECOMPACTED SOIL PER SOILS REPORT. ~--13 C0 _, .,.---<2 LOW WALL with PILASTERS at DINING COURTYARD Scale: 3/411 = I 1-011 \.-t,.:,-..\.DSCA f-5) . c,C I tJ, V \'. " ,,::· fJ --0 ' ...; --·~, APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE . LOCATION OF PLANTING AREAS. TITLF _______ _ REVIEWED BY, INSPECTOR MAS-LOW.VIAL-PIL DATE DATE DATE PREPARED: f-----+-----+-----+----l-----+-----'-----11 S1HEOET I CITY OF CARL BAD I SHSEEOTS I PLANNING DIVISION ROBERTSON RANCH PA 8 -SENIOR APARTMENTS APPROVED: PLANNING CONSTRUCTION DETAILS LC.9 DATE r-=-==--t---c-:=-:-,----t-~----t----+--+----+-----1 DWN BY: __ _ MJSDesign Group,, DATE INITIAL REVISION _DA_T_E_~I_N_IT_IA_L +--DA_T_E~I_N_IT_IA_,L CHKD BY: --- PROJECT NO: SDP 14-08 DRAWING NO: 480-3N LEmctsc:apeArchitecture +Planning+ Design ENGINEER OF WORK DESCRIPTION OTHER APPROVA CITY APPROVAL RVWD: .{~- ' )- ', \ / OMITTED 11.29.16 Scale: 3/4 11 = I 1-011 WOO-GA @ 42 11 HT. WOOD GATE and CABLE FENCE at COMMUNITY GARDEN V) LU 0:: ~ 7 © POT DRAINAGE PER PLAN 2 ---------\ 6 '.'---1---------~7 3 s~~~,___-----,s PER ENGINEER 0:: UJ UJ z l!l z UJ 0:: UJ 11. LEGEND: CD POTTERY -SEE POTTERY SCHEDULE SHEET LP.5 0 2" DP.¾" DRAIN ROCK OVER FILTER FABRIC. G) CLEAR SEALANT (TYP.)@ ALL PENETRATIONS. 8) 8x8x 16 C.M.U. BLOCK -GROUT CELLS with REINFORCEMENT. (TYPICAL) (s) CMU PILASTER WITH DOUBLE STACKED TERRA COTTA CAP. SEE CONSTRUCTION PLANS FOR SIZE, LOCATION AND CONSTRUCTION DETAIL. DRAIN at CENTER of POT ADJACENT PAYING. SEE CONSTRUCTION PLANS. FINISH GRADE CONCRETE FOOTING -SIZE AND REINFORCEMENT PER ENGINEER. @ COMPACTED SUBGRADE. Scale: 3/411 = I 1-011 MAS-POT-ORN 40"CMU l SECTION VIEW AT C.M.U. -'A' d LU PLAN VIEW EQ. ,---------,---------~ ' ' ' ' ' ' ' L---------· ---------- 40" CMU PILASTER FRONT ELEVATION SECTION/ ELEVATION -'B' C PA ~~-•------.,,~. -c-c----~---------.~-~-~ SIGN NOTES: I. PLASMA CUT EDGES AND LOGO -LEAVE ROUGH. 2. CONTRACTOR TO PROVIDE LANDSCAPE ARCHITECT WITH SHOP DRAWINGS PRIOR TO CONSTRUCTION. 3. SOLID GROUT ALL CELLS. 4. GROUT INTERIOR BELOW GRADE. 5. SET FIRST COURSE I" INTO FOOTING. 6. FOOTING TO BE POURED AGAINST UNDISTURBED SOIL OR RECOMPACTED SOIL PER SOILS REPORT. 7. SIGN PERMIT REQUIRED ALL PROJECT SIGNAGE AND MONUMENTS SHALL REQUIRE A SEPARATE PERMIT UNDER THE CITY OF CARLSBAD SIGNAGE REVIEW PROCESS 1~~...:1 \ LEGEND: (D 12" x 18" DOUBLE STACKED TUSCAN TERRACOTTA PILASTER CAP. · MANUF: GLADDING McBEAN AVAIL: THOMPSON BLDG. MATERIAL CONTACT: DYLAN BUDD (714) 719.0202 MODEL: PIAZZA TILE COLOR: PRESIDIO BLEND FINISH: TUMBLED NATURAL GREY GROUT CUT AS SHOWN. 12 PIECES PER CAP. (D 40" SQ CMU PILASTER WITH STUCCO FINISH CD STUCCO }g SAND FINISH COLOR:TBD 0 8" x 8" x 16" C.M.U. BLOCK. (s) DECORATIVE TILE and SIGNAGE LETTERING. COLOR AND FONT PER OWNER. PER SEPARATE SIGN PERMIT. @ CONCRETE FOOTING SIZE AND REINFORCING PER STRUCTURAL ENGINEER. (!) COMPACTED SUBGRADE PER GEOTECHNICAL SOILS REPORT ® FINISH GRADE. SEE CIVIL PLAN. G) DECORATIVE METAL DECAL. SIGNAGE CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR OWNER/ LANDSCAPE ARCHITECT TO APPROVE. . '• ~-=·~ :=--~-=--=~~--=~··.~···=•-::=· -=••-__ -1--c-= __ .-'-'---'--_,_ ~~· -·=--·=· ---=·---=·· '-=-~ -==·· =i=' •••. =< ·.=···, •. =□ .. •,·••.··•··· ... ·.·.•.· i \ / @ SIGN UPLIGHT per ELECTRICAL ENGINEER. PA 13' 6" C TBD TBD ' ' ' L------------------- 40" CMU PILASTER -, @ CONDUIT.FOR LIGHT WIRING, PER ELECTRICAL ENGINEER. @ 10" x 8" x 16" CMU BLOCK @ DECORATIVE POTTERY. SEE DETAIL 'C' LC. IO FOR DRAINAGE. SEE SHEET LP.5 FOR PLANTING WALL SECTION -'C' ENTRY SIGN WALL -SEPARATE PERMIT REQUIRED Scale: I /211 = I ' -011 DATE PREPARED, APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 11 AS BLJIL T 11 TITLE _______ _ REVIEwED BY, INSPECTOR MAS-ENT-SIN-SENIORS DATE DATE I S1HE1ETI CITY OF CARL BAD ISHSEOETSI 1-------+---+------+------+--+----+----I PLANNING DIVISION t-------t-----+------t------+---+-----+---------.1 ROBERTSON RANCH PA 8 -SENIOR APARTMENTS CONSTRUCTION D ET Al LS LC. I 0 1------+------+-------+----+-----+---+--------o I A_P_P_R_ov_E_o_: _/_-£-_ --_ 1 ~ '-~~~~--I ~ 4 t:::l~~tc L;' · "'I-~ "1 PLANNING DATE . t-------t-----+------t------+---+-----+---------.1 ::=D=w=N=B=Y=: =====::::,;--;:=P=R=o=J=Ec=T=N=o=: ===::;;:::D=RA=w=1N=G=N=o=::;. MJSDesign Group C DATE INITIAL REVISION DATE INITIAL DATE INITIAL CHKD BY:___ SDP 14_08 480_3N Landscape Architecture+ Planrnng + D0s1gn ENGINEER OF WORK DESCRIPTION OTHER AP PR OVA CITY APPROVAL RVWD: "EXTENDED REACH HANDLE" -SEE NOTE for REQUIREMENTS 9 ,---'--. BUILT-IN BARBECUE FINISH SCHEDULE ITEM MANUF/SUPPUER MODEL/COLOR/FINISH CD STUCCO FINISH at BUILT-IN BBQ TO MATCH BASE OF BUILDING WALLS ~g SAND FINISH MANUF: GLADDING McBEAN MODEL: PIAZZA TILE 0 DOUBLE STACKED AVAIL.: THOMPSON BLDG. MATERIA TERRACOTTA WALL CAP CONTACT: DYLAN BUDD COLOR: PRESIDIO BLEND PH: 714.719.0202 FINISH: TUMBLED @ 4.25" x 4.25" DECORATIVE TILE at MANUF: TIERRA Y FUEGO MODEL: ARTEAGA 4 TALAVERA BACKSPLASH AVAIL.: TIERRAYFUEGO.COM MEXICAN TILE 0 BBQ GRANITE COUNTERTOP ARIZONA TILE ST. CECEILIA RIO MARC MISCIONE SLAB STYLE PH: 949.367.0591 3 cm THICKNESS MODEL: HACIENDA TILE ® 2" x 6" BORDER TILE at MANUF: TIERRA Y FUEGO CORNICE MOLDING BACKSPLASH AVAIL.: TIERRAYFUEGO.COM COLOR: MAPLE LEAF SKU:80823-724 MANUF: PORCELANOSA SERIES: STON-KER @ 17" x 26" PORCELAIN TILE CONTACT: EMI CECIL COLOR: PIEDRA BORGONA AREN PH: 714.772.3183 '"'* ANITSLIP I I I I I -"1<---i_':_:t=--=-=-=-=n=v:1-=-;-Tt'r-=-=-r3c.,:;;z:,ZZ2~~:53;,;::7"'32,'.z'Z~f,f-=-=--=-'=-=--=-=-=--=-1";-r~-,ff~-=-=-=--J FRONT ELEVATION 30" W. COUNTER 21 P.A. 6"MIN ·-'· , .. ·• ·' . . I' I ! ' ' ' ' ~~~f------------c7Ljlf-7--,----;,...-y-~ r-® I 21-! 011 k" RADIUS CORNER -FINISH EDGE of COUNTER TO MATCH THE TOP I I I ·1,.-. .-·. J COMMENTS NATURAL GRAY GROUT TO MATCH TILE SANDED GROUT LINES TO BE¼" WIDTH. SEE NOTES THIS SHEET T.B.D. ik" GROUT JOINTS GROUT COLOR TO BE: COLORSTUK BEIGE / ""' /"~ /> ~ ,/~ ,,/</'~ " ,., ,./·\-.: STUCCO~,..· _ _. I ''---~'---------__JI,- ELEVATION 'B' COUNTERTOP ENLARGEMENT SCALE: 1-1/2" = l'-0" DINING TERRACE BUILT-IN BARBECUE 8 "EXTENDED REACH HANDLE" -SEE NOTE for REQUIREMENTS SECTION -'A' 30" W. COUNTER BSQ-GR~ ------------- -,.,:,,uSC.4p-e' c'ATr'11, ~ DATE PREPARED, LEGEND: CD 54" HT. CMU WALL at BACKSPLASH with TILE INLAY. SEE FINISH SCHEDULE (2) DOUBLE STACKED PAVER WALL CAP 12" X 18" TUSCAN TERRACOTTA SEE FINISH SCHEDULE FOR COLOR AND FINISH 0 6" x 8" x 16" CMU BLOCK 0 GRANITE COUNTER TOP. SEE FINISH SCHEDULE THIS SHEET. 0 36" PGS LEGACY GAS GRILL by AEI CORPORATION -MODEL: S36T. SEE CUT SHEET ABOVE FOR CUTOUT DIMENSIONS. CONTRACTOR TO VERIFY REQUIRED CUTOUT PRIOR TO CONSTRUCTION. INSTALL PER MANUFACTURER'S SPECIFICATIONS. CONTACT INFORMATION FORAEI: (949) 474-3070. G) STAINLESS STEEL SINGLE ACCESS DOOR. 439I4-SR I 4"X 20" BY FIRE MAGIC. (j) WEATHERPROOF G.F.C.I. OUTLET & COVER (TYP) -PER ELECTRICAL ENGINEER ® 8"x8"x I6"CMU BLOCK ® 4" TOE KICK RECESS with STUCCO FINISH. @ BBQ SUPPORT FRAME -2" x 4" GALV. METAL STUDS, ALL FOUR SIDES; BOLT to STRUCTURE with MASONRY ANCHORS (TYP) @ LOUVERED VENT (3) TOTAL (I) at EACH END and (I) at REAR @ ELECTRICAL CONDUIT @ COPPER GAS LINE per PLUMBING CONSUL TANT (8) EMERGENCY GAS SHUTOFF @ CONCRETE FOOTING per STRUCTURAL RECOMMENDATIONS @ COMPACTED SUBGRADE perGEOTECHNICAL ENGINEER @ FINISHED SURFACE/GRADE @ DECORATIVE TILE at BACKSPLASH (3) ROWS HIGH. SEE FINISH SCHEDULE THIS SHEET @ ADJACENT PAYERS. SEE CONSTRUCTION FINISH SCHEDULE Q0 BORDER TILE at BACKSPLASH. SEE FINISH SCHEDULE THIS SHEET. @ LOW WALL and PILASTERS. SEE SEPARATE DETAIL 'A'. LC.5. @¼"THICK PRESSURE TREATED PLYWOOD BACKER BOARD. EPOXY TO CMU BLOCK. @ PORCELAIN TILE RUG OVER CONCRETE at BASE OF BBQ TO AVOID STAINS ON THE PAYERS. SEE FINISH SCHEDULE THIS SHEET. NOTES: 19 SOIL COMPACTION PER GEOTECHNICAL AND SOILS REPORT. @ GROUT ALL CELLS SOLID. i!I CONTRACTOR SHALL INSTALL VERTICAL EXPANSION JOINTS TILE SEALER NOTE: e APPLY 511 I MPREGNA TOR SEALER TO TILE BEFORE GROUTING TO AVOID THE GROUT STAINING THE TILE AND THEN AFTER GROUTING ANOTHER APPLICATION TO TILE AND GROUT. ADA NOTE: @ GRILL SURFACE SHALL BE ADA ACCESSIBLE and 34" MAX. HT. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 11 AS BUIL T 11 TITLE _______ _ REVIE'w'ED BY, INSPECTOR DATE DATE I SlHE2ET I CITY OF CARLSBAD I SHSEOETS I >-----+----+------+------+--+-----+-----Ii PLANNING DIVISION f------+----+------+------+--+-----+---1 ROBERTSON RANCH PA 8 -SENIOR APARTMENTS CONSTRUCTION DETAILS LC.I I APPROVED, PLANNING DATE <---+----+-------+------+--+----+---, OWN BY, __ _ PROJECT NO: DRAWING NO, MJSDesign Group"" DATE INITIAL REVISION f-D_AT_E_~IN_IT_IA_L+--D_AT_E~_IN_IT_IA--IL CHKD BY, --- LandscapeArch11ec:;;re+Planning+Des1gn ENGINEER OF WORK DESCR!PTJQN OTHERAPPROVA C!TY APPROVAL RVWO: SDP 14-08 480-3N ® 2 10 . . --------------------- ~~-------------------- M lW==;~------------------------------------------K=Li ----:: :------' PLAN VIEW EQ EQ 8 ~-. ., ~ ~~~~ -·-- ----~~ -~ ~~" = --~~~~ ~--:-~ --~ ---. ~ . "~-~~-~ ELEVATION 9 SECTION LEGEND: CD 2X4 TRIM MANUF BY TREX 800.289.8739 (3.5" x 1.5" NOMINAL SIZE) (D 3.5" x 3.5" TREX RAIL SOLID POST 800.289:8739 (D SOIL MIX FOR RAISED PLANTERS. AVAIL THRU WHITTER FERTILZER © GEOTEXTILE FABRIC ® 3" OF GRAVEL FOR DRAINAGE. © COMPACTED SUBGRADE (j) CONCRETE FOOTING ® FINISH SURFACE. ® ADJACENT DECOMPOSED GRANITE. SE~ SEPARATE DETAIL ' . @ FASTEN MASTER TRAPEASE COMPOSITE -DECKING SCREWS TO . MATCH WOOD COLOR. BY OLYMPIC FASTENERS. SIZE AS NEEDED. @ 2" THICK GARDEN Pl.ANTER MIX @ 2x6 TREX SQUARE EDGE BOARD. 800.289.8739 -SCREW INTO TREX POST AND TRIMS PIECES. , NOTES: 6" 8" I. FOOTING TO BE POURED AGAINST UNDISTURBED SOIL OR RECOMPACTED SOIL PER STRUCTURAL SOILS REPORT. 40" 8" 7 I I I / 1 NOTES: I. INSTALL SUBBASE per SOIL E IGNEER'S RECOMMENDATIONS. ANY MA ERIAL TO BE FREE of CONCRETE as TH SWILL EVENTUALLY SOLIDIFY with TH SUB-SURFACE IRRIGATION. c 2. TURF WILL REQUIRE OVERH AD HAND · I "~ WATERING INITIALLY IN ORDE TO § ~ GET ESTABLISHED. .. . <'/ ;; 3. FINAuAPPROVAL IS SUBJECT 0 ... 2~ ACTUAL FIELD ACCEPTANCE T STING ;, ;~ UTILIZING CARLSBAD FIRE DEP RTMENT I , ~i FIREAPPARATUS. , , . ' ----'· ---,--1--~----. -~ DRIP IRRIGATION LINE, BY OTHERS, WITH ORJPLINE E\/ERY 12 INCH (30.5 CM) MA:,:JMUM AT O.EiGPH i (2.27 LPH) \ -~-;: -L NOTE:GRASS,;PL!l}JT T'fPES SHAU. BE SPECIFIED BY. ALANOSCAPEARct-itTECT OR LANDSCAPE DESIGNER Invisible Structures, Inc. \l~•'P'lli•i f iFC CQ~T fll,i,EIII ~1 •i~4'.':;(, NCf .-:~rl Ill'., :.i0RT-"l',C•:NC.~HC :TC GRASSPAVEZ WITH DRIP IRRIGATION (1\ . c- l~)) J,c\ou;s,, :ur:-E JW \ 1 QF 1 / ~;:\~~r\'(~;•i;;:~·:,_;:;;101 : ' _ , __ :__/ .. , ,.,_,,,_,,,,,. ,,,.,,.~,., ... '•"""''""' .,,_; ,._ .,,._ I 211 HT RAISED WOOD PLANTER Scale: I 11 = I 1-0 11 LEGEND: 36" WIDE · 8' 0 C SPACING TYP IO . = r OPENING---f,f--:,-::_~f.'\-::::::1 -;_-::_~-----------;--, -;l:::;O~----,f N-'k-= , . . _,/.: Ai) ~ . ' "' ~-'Is-r;::::;=;;::::;:;=':;=;;::::;:;· ~~:;-ii CD 2" X 11/2". TOP TUBULAR STEEL FRAME. GAUGE PER CONTRACTOR . ,I ' '' II ,\ \ ' .. PER ENGR. 3 7 2 I 9 I ' I J NOTES: (D 2" X I" BOTTOM TUBULAR STEEL RAIL. GAUGE PER CONTRACTOR (D ¾" SQ.TUBULAR STEEL PICKET with 4'' SPACING MAX. GAUGE PER GATE CONTRACTOR © 21/2" SQ. POST. with CAP. GAUGE PER CONTRACTOR ® CONCRETE FOOTING. REFER TO STRUCTURAL DETAILS FOR SIZE AND SPECIFICATIONS. RECOMPACTED SUBGRADE PER STRUCTURAL SOILS ' ~~ITT. . (j) SELF-CLOSING/LOCKING LATCH PER CONTRACTOR. ® LOCK TO BE KEYED FOR MAINTENANCE EMPLOYEES. ' HEAVY DUTY SELF CLOSING.HINGES per GATE, CONTRACTOR. FINISH GRADE @) CAST IRON POST CAP. #45-803 AVAILABLE THRU KING ARCHITECTURAL METALS 800.542.2379 I. ALL STEEL SHALLBE PAINTED W/ I COAT BASE PRIMER & 2 COATS SEMI-GLOSS SHERWIN WILLIAMS SW7675 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 THE LANDSCAPE ARCHITECT FOR APPROVAL. 5. LOCATION OF FENCE SHALL BE APPROVED BY L.A. PRIOR TO INSTALLATION © TUBULAR STEEL FENCE and GATE at BASINS Scale: 3/4 11 11 -011 MET-TUB-FEN GAR-WOD-PLA. GrasspaveZ Firelane Det.ail' . _.,.., ..... --.,_ . I 1 \ \ i ···=-+-\ lOFt / In.visible Structures, Inc, t:;1'2fod~n#11.,,v,g ·@ GRASSPAVE2 SYSTEM APPROVED FOR PLANTING ' ' AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. -, ___ ,,. 1 600 Jacksqn Street, suite 31 b Golden, CO 80401 800-233-1510 OR 303-373-1234 FAX: 303-373-1223 www.invisiblestructures.com "AS TITLE _______ _ REVIE\</ED BY, INSPECTOR DATE DATE DATE PREPARED: I SHEET I ITY OF CARL BAD I SHEETS I ' ---+---t-------t---+---+---1-----J 1 3 50 ~ PLANNING DIVISION :=~RO-:;=.BE~R~T~S=::O=N=RA;:::N=C~H~PA~8=-=::SE~N==l=::O=::R=A=::P==A=::R:::::T==M~E==N:::::T~S = CONSTRUCTION DETAILS LC.12 l-----+--+------1---+-~t----+----I 1-AP~PR-OV-ED_, -~--=· ~l~· q:__,._-'~t:1~\4~-? .\ .\, I PLANNING DATE MJSD~sign Group" DATE INITIAL REVISION . Landscape Architecture+ Planning+ Design ENGINEER OF WORK DESCRI PTIQN DATE INITIAL DATE INITIAL OTHER APPROVA CITY APPROVAL DWN BY: PROJECT NO: DRAWING NO: CHKD BY: SDP 14-08 480-3N RVWD: \ ( ! ' en r- 21-611 · T-411 21-611 ,,i<''------::TY::-:':P-. -----,,,1<'-,---'---------V:-:=ER=cl-=FY:-:-ccl N-:--::Fc::IEccL~Dc''----------,,f----:T:::Yc:cP::-_----;lf •• . r--/ ---~ r----------~ I; "'\IP" . . ...... ............. . . .. ~II/ "'\I V . i ~ e-V 1 ~ \ ' I~ e ~) ~Z, ,;.~,. ~~~-==-~·-.. ~ccccc •• ~ •• ~--~~--~ i \ / ~ L_ "-. , / .,,,.~'--------'------6'_-3_" ________ ----;lf''' "-. / __J 'k, .~-+ ~ -~ -' I r---~- :::, I: Cl u ;;j LJ.. u.. Oz LU ~ ~ LJ.. a:: -LU "i' > C0 P.A. ' II ~T I I I I I ' ' I I I 1-. I I~ i'=l==,==9,F'I I I I ' ' '-'k--+ r--7---d: 7 6" TYP. . . ...... ---------"'::'"' -------· • ........ ·--I I \1-- V . 1 ~ _ i\ /~ e'v~ @-@- '-",--+ L_ ----~ -,-J - P.A. 18 2 I I ~I I I I ~I t- i I I ' I I I I I I I .. ,__I I t- i I I I ' ' I , I I E P.A. C ~ ~ "-\ I ~---+----i D \>--- ~' )e--- 1 \ 1.1 e-----1-----1 1_"-~~ __J ...,.__ P.A. :::, I: u "' PLAN VIEW B 22 PA J _, w> Q,, u 0 c:'. JW "' Q,, FRONT ELEVATION -A @ CONCRETE STEPS/ HANDRAIL & RETAINING WALL/ PILASTERS 21-611 SQ. r ~:--'!-1 ffl--~,,"""·' -··] -··-~·~-""'.' :1------18 _. ,!l .; 1s Jl SECTION -C ~~f<f'•e•~•-71-----W:-~~fl I~ I I l ·' ... - SECTION -B --- ENLARGEMENT -F NOTTO SCALE \ \ 11" <J -- in :::, I: u SECTION -D 2"TYP. -' > u a: LU a.. ½" TYP. 2-1/2" 1-3/4" ENLARGEMENT -G NOTTO SCALE i'i-~SC,\ jf; ~ --l "' -l ,, • -7a;icinicc--c, SECTION -E 11 TREAD WIDTH + 12"= -' > u a: LU a.. 22 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. :::, I: u in LEGEND: I. · 12" x 18" DOUBLE STACKED TUSCAN TERRACOTTA WALL CAP. MANU - GLADDING McBEAN / AVAILABLE THRU -THOMPSON BLDG. MATERIAL (714.719.0202) / MODEL -PIAZZA TILE / COLOR -PRESIDIO BLEND/ FINISH - TUMBLED/ GROUT -NATURAL GREY 2. ADJACENT PAVING. FINISH SURFACE PER PLAN 3. FINISH GRADE PER CIVIL 4. STUCCO WALL TO MATCH ADJACENT BUILDING · 5. I" MIN. SCREED TO MATCH ADJACENT BUILDING 6. I½" x½" SOLID STEEL STOCK HAND RAIL-½" RADIUS FILLET ON ALL EDGES 7. · f" SQ. TUBULAR STEEL POST 8. ½" THICK STEEL HORIZONTAL BRACKET MEMBER 9. ½" THICK STEEL VERTICAL BRACKET BRACE I 0. ½" THICK STEEL ANGLED SUPPORT MEMBER I I. (2 PER) ¾"0 x 4" STEEL LAG BOLT WITH CONCRETE MASONRY LAG SHIELD 12 .. #4 REBAR@ 12" O.C. SPACING EACH WAY. EMBED REBAR INTO ADJACENT CMU BLOCK WALL. 13. #4 REBAR@ CONCRETE STEP NOSE. OFFSET A MIN. OF I" FROM STAIR TREAD AND RISER EDGE 14. DOWELED EXPANSION JOINT@ 12" O.C. 15. COMPACTED SUBGRADE PER GEOTECHNICAL REPORT 16. CONCRETE STEPS. NATURAL GREY COLOR 17. 1/4" SAWCUT I 8. ·8"x8"x 16" PRECISION CMU BLOCK. REINFORCEMENT PER STRUCTURAL ENGINEER 19. CONCRETE FOOTING. REINFORCEMENT PER STRUCTURAL ENGINEER 20. 4" PERFORATED ABS PLASTIC SOR 35 DRAIN LINE ENCASED IN 12" X 12" -3/4" GRAVEL AND.WRAPPED IN 140 NC MIRIFI FILTER FABRIC -CONNECT TO DRAIN LINE PER CIVIL PLANS 21. WATERPROOFING -SHALL EXTEND ABOVE FINISH G_RADE 22. PLANTER POT PER PLANS. SEE DETAIL . 'C' SHEET I I FOR DRAINAGE. 23. LOUVERED STEP LIGHT AVAILABLE THROUGH: • HINKLEY LIGHTING MODEL: BRICK LIGHT 5 I 94Z COLOR: BRONZE ' NOTES: A. ALL WELDS SHALL BE¼" FILLET WELDS -GRIND ALL WELDS SMOOTH B. METAL PAINT COLOR TO MATC,H BUILDING. TWO COATS OF PRIMER AND TWO COATS OF PAINT C. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO FABRICATION D. FINAL WALL'MOUNT METAL HANDRAIL SHALL COMPLY WITH ADA STANDARDS FOR ACCESSIBLE DESIGN B. REFER TO CIVIL PLANS FOR DRAINAGE INFORMATION C. REFER TO STRUCTURAL PLANS FOR WALLAND PILASTER STEEL REINFORCEMENT "AS BUIL T 11 TITLE________ DATE. REVIE\-/ED BY, INSPECTOR DATE DATEPREPARED, WJ ITY OF CARL BAD LiQJ >-----+---+-------+----+----+---t-------1 S1HE4ET SHSEEOTS PLANNING DIVISION ~::::R::::O::::B=;E;:R T::::S::O::N==::RA==N==C::=H==:=PA===B=-===s==E N====I O::R::A=P~A==R==T==M~E=-=N==T==s:====: CONSTRUCTION DETAILS LC.I3 3/4 11 = I 1-011 1----+--~-+----~+-~--+----+----+---t I APPROVED i-e~ll 4· U\.:it: I;."\• II _=P,.-,LA:-:-Nc:-N:cclNccG::----'--=="+--='!--'--="-'==>-1----DATE ;;D;;W;N:;:B;Y:;:: ==============:,--;:::::P:::R:::O:::J E==C==T:::N:::O::: ===~:::D::::RA:;:W=.=I N:::G:::N::O=:, MAV.-VAL-STAIRS,dwg MJSDesign Group., DATE INITIAL REVISION Landscape Architecture+ Planning+ Design ENG!NEER OF WORK DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVA CITY APPROVAL ', ~~~~-BY: __ SOP 14-08 480-3N '; ' 'I ' l: . I '' ' ' I I I I i' ' : : I. ' ' ,. ' ' : i '' I; '' ' / l ! I.: Ii '' ' i; i ' . ' i ' ! i " i 1 ' I I ', •• I I I ,/ I . I I I i I ' ' I ! I i ' I I ' / PLAN VIEW: r--1 -~ C: "' v:i LL UJ 1 ei "' r--1 < ~ l: ;. @"'"@ @ @ , FRONT ELEVATION: , © PEDESTRIAN DOUBLE GATE ;/ // // . / / I / . / \.? z Cl z ~ l: ::, l: z l: ..,, LEGEND: CD 2 ½" SQ, TUBE STEEL FENCE POST and CAP CD 2" SQ. TUBE STEEL GATE FRAME 0 I" SQ. PICKETS 0 i" SQ. TUBE STEEL PICKETS. SPACE BETWEEN PICKETS NOT TO EXCEED 4" (j) METAL PICKET COLLAR AVAIL. THRU KINGS ARCH. METALS-ITEM# I 3-05026-333 DECORATIVE ROSETTE AVAIL. THRU. KINGS ARCH. METALS -ITEM # 45-9052 WELD TO (NON-PUSH) SIDE OF GATE ONLY SELF-CLOSING HEAVY DUTY GATE HINGES per CONTRACTOR. @ GATE HARDWARE per GATE CONTRACTOR ® . I ½" THICK SOLID METAL KICK PLATE @ ½" x I" WIDE SOLID STOCK TRIM. WELD TO FRONT (NON-PUSH) SIDE OF KICKPLATE @ CONCRETE FOOTING. DEPTH and REINFORCEMENT per STRUCTURAL ENGINEER. @ COMPACTED SUBGRADE per GEOTECHNICAL SOILS REPORT FINISHED SURFACE. SEE CONSTRUCTION PLANS (8) ADJACENT FENCE. SEE SEPARATE DETAIL @) ADJACENT STAIRS and PILASTERS. SEE SEPARATE DETAIL I" SQ. TOP RAIL i" METAL PICKET SCROLL AVAIL. THRU KINGS ARCH., METALS-ITEM# 13-16043-432 NOTES: I. ALL STEEL SHALL BE PAINTED W/ I COAT BASE PRIMER & 2 COATS SEMI-GLOSS. COLOR T.B.D. 2. ALL WELDS TO BE GROUND SMOOTH. 3. FENCE CONTRACTOR SHALL SffE VERIFY EXACT SIZE OF FENCE PRIOR TO FABRICATION. 4. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS TO LANOSCAPE ARCHITECT FOR APPROVAL. ,._ 0 ct: \.? z I.LI a:: UJ a. Scale: 3/4 11 = I 1-0 11 MET.PED-DOUBLE GAT f-:c \.? UJ :c ...I ~ ~ "' ,l<-----------8' o.c.----------,, • \. I ' I ' ELEVATION: / 4" ~ nax \. I ' I ' SECTION: 2" J LEGEND: CD 2 ½" SQ, TUBE STEEL FENCE POST CD POST BALL CAP. CAP AVAIL. THRU KINGS ARCH. METALS-ITEM# 45-121 0 0 I" SQ. TUBE STEEL HORIZONTAL TOP and BOTTOM RAILS g" SQ. TUBE STEEL PICKETS SPACED at 4" ON CENTER MAXIMUM . i" METAL PICKET SCROLL AVAIL. THRU KINGS ARCH. METALS -ITEM # I 3-16043-432 CONCRETE FOOTING per STRUCTURAL ENGINEER. ' 0 'COMPACTED SUBGRADE per GEOTECHNICAL SOILS REPORT ® FINISHED GRADE. REFER TO CIVIL PLANS NOTES:. I. ALL STEEL SHALL BE PAINTED W/ I COAT BASE PRIMER & 2 COATS SEMI-GLOSS. COLOR T.B.D. 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. @ TUBULAR STEEL FENCE ON GRADE' Scale: 3/4 11 =. I '-0 11 MET-FEN-GRD 36" WIDE 24" CLEAR GATE OPENING I STRIKE SIDE 0 [QI RADIUS: 2'-4 j" "' v:i LL UJ ei "' < ~ l: ;. st" FRONT ELEVATION: NOTES: I. ALL STEEL SHALL BE PAINTED W/ I COAT BASE PRIMER & 2 COATS SEMI-GLOSS. COLOR T.B.D. 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. -! ---- -' ········---- ---I -------m· ·1Tl ·. · 11 -1 I l==J ~=:ill · .·.. · · ·=11 1==1 11= II __ r-N.-~-i•· :rr 111 111 1111 lTll 11 I • • · I I I 11~~ ct: " z UJ a:: UJ a. ! I 10::J 11: · . · · 11-c=LI . :::::1 I 1=:=:1=·· ·~,=="'· ~~----'k POSTSECTION:i I I:::::::! I If PE;=i == 1 · ENGR. LEGEND: (D 2 ~" SQ, TUBE STEEL FENCE POST and CAP 0 0 0 0 ® ® @ @ @ @ (8) @ 2" SQ. TUBE STEEL GATE FRAME I" SQ. PICKETS i" SQ. TUBE STEEL PICKETS. SPACE BETWEEN PICKETS NOT TO EXCEED 4" METAL PICKET COLLAR AVAIL. THRU KINGS ARCH. METALS -ITEM #13-05026-333 DECORATIVE ROSETTE AVAIL. THRU. KINGS ARCH. METALS -ITEM# 45-9052 WELD TO (NON-PUSH) SIDE OF GATE ONLY SELF-CLOSING HEAVY DUTY GATE HINGES per CONTRACTOR. GATE HARDWARE per GATE CONTRACTOR . I½" THICK SOLID METAL KICK Pl.ATE ½" x I" WIDE SOLID STOCK TRIM. WELD TO FRONT (NON-PUSH) SIDE OF KICKPLATE CONCRETE FOOTING. DEPTH and REINFORCEMENT per STRUCTURAL ENGINEER. COMPACTED SUBGRADE per GEOTECHNICAL SOILS ,REPORT FINISHED GRADE. REFER TO CIVIL PLANS i ADJACENT FENCE. SEE SEPARATE DETAIL I" SQ. TOP RAIL @ PEDESTRIAN ACCESS GATE Scale: 3/4 11 I I -011 MET-PED-GAT AP PRU VED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 11 AS BUIL T11 TITLE ______ _ REVIEWED BY, INSPECT DR DATE DATE I-D-A-TE-P~RE-M-RE_D_•_l-----+---+---'+--+--1/S1HE5ETI ITY OF CARL BAD ISHSEOETSI PLANNING DIVISION ;:::::::::::==;.'========~~~~~~~~ ROBERTSON RANCH PA 8 -SENIOR APARTMENTS CONSTRUCTION DETAILS LC.14 '----l----+------+--+---+---1---1I-AP_P_R_ov_E_□_,_.~;,.;J-=-=,,____.'--'-~~~--I ,___ ;~ 4-&.,-,.,1\:: .:; ·":\. 17 PLANNING DATE MJSDesign Group... DATE INITIAL REVISION DATE INITIAL DATE INITIAL Landscape Architecture+ Planning+ Design ENGINEER OF WORK DESCRIPTION ' OTHER APPROVA CITY APPROVAL OWN BY: PROJECT NO: DRAWING NO: CHKD BY: SDP 14-08 480-3N RVWD: 4 7 SECTION-B PLAN VIEW 6 \ ' ~--------------.._ I \ I I I I I I I I -I I I ,,,-A' I L,/ / -;-! ENLARGEMENT VIEW -A ' 7 \ l 6 ' \ -0-,..._ ®\ 11 n :: :; -,-n r ! !i r 11 r rrrr=-----,=-1~!: ,,-~ 11, i 1 , ~ --- i ,i i' ' I I, I I 11 i ! I ' '1 ' ,_I.I I ',,', .: !_I !,,_ ! '·' ' ' i: 11,!, __ , II·-,. I ':.i'· ·, ! I :, 11 ·1 i ' ;! i I ,,_ Ii . !1 I ' I ! : ,! : : ! :; : i' 11 ' , Ii ,i 1 , I , 1 I i !, !l I I ' 1i i i ,, \i !; i Ii I! !, :: iii \ u ELEVATION -A @ E.V.A. GATE at MARKET RATE BOUNDARY ' 9 5 9 GATE SIDE TO BE 36" LONGER THAN LENGTH OF I WAY DRIVE AISLE ,---------. . ' ----7 I . .. . . " . . ,' . . .. ' .·· . . . . . . ' ' : ' ' .. I I ~ ~-~'~ ' ... I I\ I\ \ I\ I\ • GATE ELEVATION -SINGLE SIDE N.T.S 26' FIELD VERIFY DRIVEWAY WIDTH 8 SENIORS SIDE 8 MARKET RATE SIDE I , 1/211 = I 1-011 \ ' ' \ ' \ \ \ \ \ u " 10 6 0- DATE PREPARED, NOTES: A. ALL STEEL SHALL BE PAINTED W/ 2 COATS ZINC OXIDE BASE PRIMER ' & 2 COATS RUST INHIBITING ENAMEL .. B. ALL WELDS TO BE GROUND .. SMOOTH. ~ C. FENCE CONTRACTOR SHALL SITE VERIFY EXACT SIZE OF GATE · PRIOR TO FABRICATION. D. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF ALL METAL FABRICATION. E. BOTTOM RAIL, INCLUDING TRACKS TO MATCH SLOPE OF DRIVE. CONTRACTOR TO VERIFY SLOPE. F. BOTTOM RAIL MUST BE 2 ¼" MAXIMUM ABOVE DRIVE. G. . TOP RAIL SHALL BE LEVEL AND ALIGN WITH OPPOSITE GATE WHEN CLOSED H. SPACE PICKETS ON GATE AND ADJACENT FENCES SO A 4" SPHERE CANNOT PASS THROUGH TO AT LEAST 48" ABOVE SURFACE, I. PROVIDE WARNING SIGNS ON BOTH SIDES OF GATE. WARNING SIGNS MUST COMPLY WITH UL325 and ASTM F2200 REQUIREMENTS. i, B - . I APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. LEGEND: ' I. 2" x 4" TUBULAR STEEL BOTTOM RAIL 2. 2" SQ. TUBE STEEL FRAME 3. ¾"SQ.TUBULAR STEEL PICKET at 4"0.C. 4. GATE WHEELS and TRACK per GATE CONTRACTOR. RECESS GATE TRACK INTO CONCRETE BAND. 5. , DECORATIVE METAL SCROLL. SIZE & SHAPE T.B.D. 6. GUARDED ROLLER GUIDE. MOUNT TO TUBE STEEL FENCE POST PER GATE CONTRACTOR. 7. CURB/CURBCUTOUTFORGATE TO RETRACT. SEE CIVIL DRAWINGS. 8. ASPHALT DRIVE AISLE PER CIVIL 9. CONCRETE BAND FOR GATE TRACK TO MOUNT. 10. ADJACENT FENCE & FOOTING - SEE SEPARATE DETAIL 11. COMPACTED SUB-GRADE PER GEOTECHNICAL SOILS REPORT 12. FINISH GRADE I 12 11 AS BUIL T 11 TITLE _______ _ REVIEI-/ED BY• INSPECTOR DATE DATE I 1SH5EEAT I CITY OF CARLSBAD I SHSEOETS I ,__--+----+------+------+---+------+------PLANNING DIVISION 1----t----+------+-----+--+----+---I ROBERTSON RANCH PA 8 -SENIOR APARTMENTS CONSTRUCTION DETAILS LC.15 l---+----t-------+--+---+--+---11-AP_P_R_o_vE_D_,~,;_;(i~-~I~-+-~~~-I f¼--X I C..r-e.l\,,_,1\:: c; · "'\ · 11 PLANNING DATE _ ' MET-FIR-GAT-MAN 1----t----+------+------+--+-~--+---I DWN BY,___ PROJECT NO; DRAWING NO: MJSDesign Group,, DATE INITIAL REVISION I DATE INITIAL DATE INITIAL CHKD BY: ---SOP 14-08 480 3 N Landscclpe,Arch1tectu're+ Planning+ Design ENGINEER OF WORK DESCRIPTION OTHER APPROVAL CITY APPROVAL l.'cRc".VW~D:~===-1 ~------~ - i ' " i '' I 'i . I . : .. i: I i 1: \\ ' I I ; I I I ! ! ; i I ii '' i' i' ' . I I I 'i I' ,' i : I " I ' i ; i ; I ' ' '' I' I •I• '' t' A. 1. 2. 3. 4. 5 .. 6. 7. 8. 9. 10. 11 . 12. 13. 14. 15. 16. 17. 18. B. 1. 2. 3, A. B. C. D. E. F. G. H. I. J. K. L. M. C. 1, 2. 3. GENERAL NOTES ~: IT SHALL BE THE OWNER'S RESPONSIBILITY IN INVITING AND OBTAINING BIDS, SffilNG ITS PROVISIONS AND INSTRUCTIONS TO BIDDERS, SECURING THEIR BONDS AND WORKERS COMPENSATION INSURANCE CERTIFICATES, ETC. TO FULLY ENSURE THE QUALITY AND TIMELY COMPLETION OF THE PROJECT, SCOPE QF WQRK: CONTRAC,TOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES NECESSARY TO FURNISH AND INSTALL ALL ELEMENTS AS SHOWN ON THE DRAWING AND SPECIFIED HEREIN. , Pl AN YERIEICATIQN: THE DRAWING AND SPECIFICATIONS REPRESENT THE FINISH CONSTRUCTION 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 SUCH DISCREPANCY. GOVERNING CODES SHALL THEN APPLY. LICENSE: THE CONTRACTOR SHALL BE A CALIFORNIA LICENSED CONTRACTOR. UNIFORM BUILDING COPE: ALL CONSTRUCTION WITHIN THESE DRAWINGS SHALL CONFORM TO THE CURRENT EDITION OF THE UNIFORM BUILDING CODE AND ALL APPLICABLE GOVERNING CODES AND ORDINANCES. FIELD VERIFICATION: CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. OWNER AND LANDSCAPE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. DIMENSIONS: ALL SCA.LE DIMENSIONS ARE APPROXIMATE. WRITTEN DIMENSIONS ON DETAILS AND PLANS TAKE PRECEDENCE OVER SCALED DIMENSIONS. METHODS QF CONSTRUCTION'. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION METHODS, MEANS, SEQUENCES, PROCEDURES AND TECHNIQUES. THE LANDSCAPE ARCHITECTURAL FIRM IS NOT LIABLE FOR CONSTRUCTION METHODS. trrn ITIES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND UTILITIES, ELECTRICAL CABLES, CONDUITS, AND IRRIGATION LINES PRIOR TO ANY CONSTRUCTION, SO THAT PROPER PRECAUTIONS MAY BE TAKEN NOT TO DAMAGE SUCH IMPROVEMENTS. PERMITS AN□ INSPECTIONS= THE CONTRACTOR SHALL OBTAIN, COORDINATE AND PAY FOR ALL PERMITS, FEES ANO AGENCY INSPECTIONS AS REQUIRED. 'SHOP DRAWINGS: SHOP DRAWINGS SHALL· BE SUBMITTED BY THE CONTRACTOR FOR THE CLARIFICATION OF ALL DESIGN CONCEPT DETAILS, IF REQUIRED BY OWNER OR GOVERNING AUTHORITY. LIABLE FOR DAi.lAGE, THE CONTRACTOR SHALL SE , RESPONSIBLE FOR ANY DAMAGE CAUSED BY ITS OPERATIONS TO UTILITIES, PLANTING, CONSTRUCTION, PERSONS, PROPERTY, ETC, AND SHALL PROVIDE PROTECTIVE MEANS TO GUARD AGAINST DAMAGE. LIABLE FOR ENCROACHMENT: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ENCROACHMENT ONTO ADJACENT PROPERTY, RIGHT-OF-WAYS, EASEMENTS, SETBACKS OR ANY OTHER LEGAL PROPERTY RESTRICTIONS EITHER MARKED OR UNMARKED. 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. ~: THE CONTRACTOR IS SOLELY RESPONSIBLE FOR INITIATING. MAINTAINING 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 INSTALLED. CONTRACTOR SHALL ALLOW AT LEAST 6-8 WEEKS FROM TIME OF PLACEMENT OF ORDER UNTIL DELIVERY ON ANY SPECIFIED ITEM UNLESS OTHERWISE NOTED ON PLANS. SUBSTITUTIONS: DESIGN, MATERIAL, ·EQUIPMENT AND PRODUCTS OTHER THAN THOSE DESCRIBED OR INDICATED ON DRAWINGS MAY BE CONSIDERED FOR USE. APPROVAL FOR SUBSTITUTIONS SHALL BE OBTAINED FROM THE OWNER AND LANDSCAPE ARCHITECT. ALL SUBSTITUTIONS SHALL CONFORM TO LOCAL CODES AND ORDINANCES. GUARANTEE: ALL WOR~ PERFORMED BY CONTRACTOR SHALL BE GUARANTEED BY THE CONTRACTOR FOR A PERIOD OF ONE YEAR FROM THE TIME OF COMPLETION AS DIRECTED BY OWNER, OR UNLESS OTHERWISE SPECIFIED HEREIN. FIELD OBSERVATIONS REQUIRED FIELD OBSERVATION WORK: THESE PLANS WERE PREPARED WITH THE UNDERSTANDING THAT THE OWNER OF SAID PLANS WILL USE PROFESSIONAL DESIGN ASSOCIATES TO PROVIDE 'FULL' CONTRACT SERVICES INCLUDING FIELD OBSERVATION SERVICES DURING CONSTRUCTION, FAILURE TO USE PROFESSIONAL DESIGN ASSOCIATES TO PROVIDE AND COMPLETE THE FIELD OBSERVATION SERVICES SET FORTH , HEREIN WILL SIGNIFICANTLY INCREASE THE MISINTERPRETATION OF THE INTENT OF THE DESIGN. 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 PROFESSIONAL DESIGN ASSOCIATES IS OTHERWISE PRECLUDED FROM COMPLETING THE FIELD OBSERVATION SERVICES SET FORTH HEREIN, THE OWNER, OR SUBSEQUENT OWNER (INDIVIDUALS OR CORPORATIONS WHO HAVE PURCHASED THESE PLANS WITH THE PROJECT), AGREES TO HOLD HARMLESS, INDEMNIFY, AND DEFEND PROFESSIONAL DESIGN ASSOCIATES AND THEIR CONSULTANTS FROM AND AGAINST ANY AND ALL CLAIMS. FIELD OBSERVATION COORPINAJlQN: THE FOLLOWING OBSERVATIONS SHALL BE INITIATED BY THE CONTRACTOR ANO COORDINATED THROUGH THE OWNER (JOB SUPERINTENDENT). THE CONTRACTOR SHALL NOTIFY THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT NOT LESS THAN FORTY-EIGHT (48) HOURS IN ADVANCE OF ANY OBSERVATION. CONTINUED WORK WITHOUT OBSERVATION OF THESE PHASES OF WORK IS AT THE CONTRACTOR'S RISK, WITH ANY REQUIRED CHANGES OR MODIFICATIONS TO BE AT CONTRACTOR'S EXPENSE THE OWNER (JOB SUPERINTENDENT) SHALL INFORM THE LANDSCAPE ARCHITECT AS TO THE PURPOSE AND TIME OF THE OBSERVATION FORTY- EIGHT (48) HOURS IN ADVANCE. JOB SITE MEETINGS AN□ REQUIRED INSPECTIONS: PRE-JOB MEETING ON SITE -PRIOR TO COMMENCEMENT OF WORK DURING SOIL PREPARATION FOR PLANTING AND IRRIGATION. , CONSTRUCTION STAKING AND LAYOUT OBSERVATJON. ROUGH CONSTRUCTION PROGRESS OBSERVATION (FORMING, ETC.). AT COMPLETION OF SOIL PREPARATION. PRESSURE TEST IRRIGATION, MAINS AND LATERALS. COVERAGE OF IRRIGATION SYSTEM. COMPLETION OF WEED CONTROL. PLANT MATERIAL SPOTTING CHECK. GRADING CHECK PRIOR TO GROUNDCOVER. COMPLETION OF PLANTING. 30, 60 & 90-0AY MAINTENANCE INSPECTIONS. Fl~AL OBSERVATION/PROJECT CERTIFICATION. DRAINAGE NOTES '. SCOPE OF WORK: CONTRACTOR SHALL PROVIDE ALL LABOR, ;, MATERIALS, EQUIPMENT AND SERVICES FOR THE INSTALLATION OF A SUBSURFACE DRAINAGE SYSTEM. LICENSE: THE DRAINAGE CONTRACTOR SHALL BE A C-27 LICENSED LANDSCAPE CONTRACTOR OR LICENSED PER APPROPRIATE LOCAL CODES. UNIFORM BUILD!flJG CODE: ALL DRAINAGE CONSTRUCTION SHALL CONFORM TO THE CURRENT EDITION OF THE UNIFORM BUILDING CODE AND ALL APPLICABLE GOVERNING AGENCIES. 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, 13, 14. 15. 16. APPROVALS / CER]FICAJlQNS: THE CONTRACTOR SHALL INITIATE AND COORDINATE THROUGH THE OWNER ALL REQUIRED AGENCY APPROVALS. CONTRACTOR SHALL COOPERATE WITH THE OWNER AND OWNER'S ENGINEER FOR LINE AND GRADE INSPECTION, FIELD VERIFICATION: CONTRACTOR SHALL VERIFY ALL DIMENSIONS ANO SITE CONDITIONS BEFORE STARTING WORK. OWNER AND LANDSCAPE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. UTILITIES: CONTRACTOR 'sHALL LOCATE ANO TAKE ALL PRECAUTIONS NECESSARY TO PREVENT UNDERMINING AND DAMAGE TO EXISTING UTILITIES. COOBDHAATION: CONTRACTOR SHALL COORDINATE WITH APPROPRIATE TRADES TO LOCATE PIPE (IRRIGATION, EXISTING DRAINAGE, ELECTRICAL, ETC.) INFRINGING WITH 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 EXCEED THE DIAMETER OF THE PIPE PLUS TWO FEET, TRENCH BOTTOM SHALL BE GRADED AND PREPARED TO PROVIDE A FIRM ANO UNIFORM BEARING SURFACE THROUGHOUT ENTIRE LENGTH OF PIPE, SUBGRAPE: ALL SUBGRADE STABILIZERS FOR SUBSURFACE DRAINAGE SYSTEM SHALL BE PER STRUCTURAL SOILS REPORT. ~' SWALE LINE SHALL HAVE A 2% MINIMUM PITCH CONTINUALLY TO THE DRAIN INLET TO THE CATCH BASIN OR DISCHARGE POINT. SWALES SHALL HAVE A GENTLE UNIFORM CROSS PITCH WITHOUT ANY UNEVEN OR ABRUPT TRANSITIONS. ~: DRAIN INLETS ·oR CATCH BASIN SHALL BE LOCATED AT SWALE LOW POINTS. ALL 'AREA DRAINS, CATCH BASINS, ETC. SHALL CONFORM TO ALL SPECIFICATIONS AND RECOMMENDED INSTALLATION PROCEDURES OF MANUFACTURER. DRAlN LINES: ALL DRAIN LINES SHALL BE 1114" (UNLESS OTHERWISE SPECIFIED BY OWNER) SDER 35, OR APPROVED BY LANDSCAPE ARCHITECT NON-PERFORATED TUBING. SOLVENT WELD ALL CONNECTIONS. ALL DRAIN LINES ON SLOPES TO BE SCHEDULE 40 PVC OR APPROVED BY LANDSCAPE ARCHITECT. ALL DRAINAGE PIPE SHALL BE INSTALLED PER MANUFACTURE'S SPECIFICATIONS. ALL CHANGES IN DIRECTION IN THE DRAIN LINE SHALL BE WITH 45· ANGLE FITflNGS. IN.STALL DRAIN L1NE 12" BELOW FINISH GRADE MINIMUM, EXCEPT WHERE DRAIN UNES DAYUGHT AT CURB. INVERT OF CURB DRAINS SHALL BE LOCATED MINIMUM OF 1'' ABOVE GUTTER FLOW LINE, AND SHALL HAVE A MINIMUM CLEARANCE OF 2~ TOP OF CURB AND TERMINATE AT LEAST 1" BACK OF CURB FACE. DRAIN LINES SHALL BE INSTALLED WITH A 1 % SLOPE FROM THE DRAIN INLET TO THE DRAIN OUTLET. CONNECTIONS: ALL SUBSURFACE AND SURFACE DRAINAGE · SYSTEMS SHALL BE CONTAINED WITHIN THE PROPERTY IT SERVES. ALL DRAIN INLETS SHALL BE CONNECTED TO A ·.CENTRALIZED SYSTEM WITH DRAIN. OUTLET WHICH EXITS AT CURB FACE OR CONNECTS. INTO STORM DRAIN SYSTEM PER CIVIL ENGINEER. ' 8ACKFILLU>:IG'. ALL BACKFILLING SHALL BE DONE IN ACCORDANCE WITH STRUCTURAL SOILS REPORT. INSTAI LATION UPKEEP= INTERIOR OF PIPE SHALL BE THOROUGHLY CLEANED OF ALL FOREIGN MATTER PRIOR TO, DURING AND AFTER INSTALLATION, CONTRACTOR SHALL MAINTAIN THE PROJECT SITE THROUGHOUT THE PROGRESS OF THE WORK IN A REASONABLE, DRY WORKABLE CONDITION FREE OF SURFACE WATER. 1 DEFECTS: ALL DEFECTS IN DRAINAGE SYSTEM SHALL BE CORRECTED THROUGH THE GUARANTEE PERIOD SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. CONCRETE NOTES SCOPE OE )YORK: CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES FOR THE INSTALLATION OF ALL CONCRETE FLATWORK INDICATED ON THESE PLANS. PLAN VERIFICATION: THE CONTRACTOR SHALL NOTIFY OWNER AND LANDSCAPE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR OMISSIONS ON ALL DRAWINGS. LICENSE: THE CONCRETE CONTRACTOR SHALL BE A C-8 CALIFORNIA LICENSED CONTRACTOR, OR A C-27 LICENSED LANDSCAPE CONTRACTOR IF CONCRETE IS APPURTENANT TO LANDSCAPE WORK, UNIEORM BUILPlt':IG CODE: ALL CONCRETE CONSTRUCTION SHALL CONFORM TO THE CURRENT EDITION OF THE UNIFORM BUILDING CODE AND ALL APPLICABLE GOVERNING AGENCIES. FIELD VERIFICATION: CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. OWNER AND LANDSCAPE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. COQBPINATIQN: CONTRACTOR SHALL COORDINATE WITH APPROPRIATE TRADES TO LOCATE PIPE SLEEVES, (IRRIGATION, DRAINAGE. ELECTRICAL ETC.). BENEATH OR EMBEDDED lN CONCRETE BEFORE STARTING WORK. SOIL PREeAR.AIION: ALL EXCAVATION, GRADING, COMPACTION, ETC. SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE STRUCTURAL SOILS REPORT. ALL SOIL MODIFICATIONS SHALL BE UNDER THE SUPERVISION OF A SOILS ENGINEER. SUBCRAQE: ALL SUBGRADE MATERIAL, SAND, CRUSHED AGGREGATE, ETC., AND THEIR COMPACTION SHALL BE PER STRUCTURAL SOILS ENGINEER SPECIFICATIONS. BOCK ANP sANP SPEClflcATIONS: SAND AND AGGREGATE FOR CONCRETE SHALL BE CLEAN, NATURAL MATERIALS CONFORMING TO ASTM DESIGNATION C33. .l\'AIE!l, WATER FOR CONCRETE SHALL SE CLEAN AND FREE FROM DELETERIOUS SUBSTANCES. ~' CEMENT SHALL BE PORTUAND CEMENT CONFORMING TO CURRENT REQUIREMENTS OF ASTM C-150, TYPE 1 OR TYPE II. CEMENT SHALL BE OF THE SAME BRAND AND TYPE USED THROUGHOUT THE PROJECT._ ..MooN,G: PROPORTIONING AND MIXING OF CEMENT, AGGREGATE, ADMIXTURE AND WATER TO ATTAIN REQUIRED PLASTICITY AND STRENGTH SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE ACI MANUAL OF CONCRETE PRACTICE AND THE PCA "DESIGN AND CONTROL OF CONCRETE MIXTURES". COMPRESSIVE STRENGTH OF CONCRETE: ALL CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2,000 P.S.I. AT 28 DAYS WITH A SLUMP NOT TO EXCEED 4n CONFORMING WITH ASTM C-39. CONCRETE SHALL' CONSIST OF A MINIMUM 5 SACK PORTUAND CEMENT/SAND/GRAVEL MIX, CONFORMING WITH ASTM C-150. CONCRETE FORMS: OWNER AND LANDSCAPE ARCHITECT , SHALL APPROVE ALL CONCRETE FORMS PRIOR TO POURING FLATWORK. FORMS SHALL BE CONSTRUCTED ACCURATELY TO ,, DIMENSIONS, PLUMB AND TRUE TO LINE AND GRADE. FORMS SHALL BE SUBSTANTIAL, MORTAR TIGHT, BRACED AND TIED SO AS TO MAINTAIN POSITION AND SHAPE DURING PLACING OF REINFORCING AND CONCRETE. FORMS SHALL BE · THOROUGHLY CLEANED OUT BEFORE CONCRETE IS PLACED AND FORMS SHALL BE REMOVED WITHOUT DAMAGE TO CONCRETE. CARE SHALL BE TAKEN IN ALL DETAILS OF FORMING, SETTING, REINFORCING, MIXING ANO PLACING ALL CONCRETE EXPOSED IN FINISH WORK TO OBTAIN SMOOTH, EVEN SURFACES OF DENSE CONCRETE, AND CLEAN SHARP INSIDE AND OUTSIDE CORNERS. FORMS SHALL REMAIN IN PLACE LONG ENOUGH TO ALLOW CONCRETE TO SET PROPERLY. CO:NCRETF REINFOBCJNG STEEL~ CONCRETE, 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 ALL EDGES. W1RE MESH REINFORCEMENT: CONCRETE, 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 EDGES. 17. 18. 19. 20, 21. 22. 23. 24, 26. ' 26.' 27, 28. 29. E. 1. 2, 3, 4. 5. 6. 7, 8. 9 . 1 o. 11 . 12. 13. 14. 15. THICKNESS OF CONCRETE: ALL CONCRETE FLATWORK SHALL HAVE A MINIMUM THICKNESS OF 4". ALL THICKENED EDGES FOR CONCRETE FLATWORK SHALL BE PER PLANS. A 1 /2" RADIUS, OR PER PLANS, SHALL BE PROVIDED AT ALL EXPOSED EDGES AND/OR CORNERS. CONCRETE FINISH: FINISH COURSE SHALL BE BROUGHT TO THE PROPER GRADE AND TO A UNIFORM SURFACE. CONCRETE COLORS AND FINISHES WILL BE PER CONSTRUCTION PLAN. ALL NATURAL CONCRETE WITH MEDIUM BROOM FINISH, BROOM FIN/SH: BROOM FINISH (WHERE INDICATED ON DRAWINGS), AFTER FINISH TROWELING, DRAW THE FOLLOWING BROOM TYPES ACROSS PERPENDICULAR TO TRAFFIC FLOW OR IN THE DIRECTION AS INDICATED ON THE DRAWINGS. * FINE BROOM -FINE OR SOFT TEXTURED BRISTLES * MEDIUM BROOM -MEDIUM STIFF BRISTLES * HEAVY BROOM -COARSE OR STIFF BRISTLES ROCK SALT FINISH: APPLY ROCK SALT EVENLY OVER ENTIRE SURFACE JUST PRIOR TO FINISH TROWELING. PRESS SALT INTO THE SURFACE WITH TROWEL OR ROLLER SO THAT SALT IS EMBEDDED JUST BELOW SURFACE LEAVING THE TOPS OF THE CRYSTALS EXPOSED. ALLOW CONCRETE TO CURE, FINISH SHALL BE LIGHT, MEDIUM OR HEAVY PER DIRECTION OF LANDSCAPE ARCHITECT. RQARQANJ ElNISH: CONCRETE SURFACE SHALL BE EXPOSED USING LITHACHROME CONCRETE SURFACE RETARDER OR APPROVED EQUAL APPLY IN ACCORDANCE TO ALL / SPECIFICATIONS AND RECOMMENDED INSTALLATION PROCEDURES OF MANUFACTURE, AGGREGATE FOR CONCRETE 60-40 PEA GRAVEL BLEND, COLORED CONCRETE: COLORS PER CONSTRUCTION PLAN OR FINISH SCHEDULE. COLORS SHALL BE OF THE INTEGRAL TYPE MANUFACTURED BY L.M. SCOFIELD COMPANY OR APPROVED EQUAL. SURFACES DIRECTED BY LANDSCAPE ARCHITECT SHALL BE SEALED WITH LITHOCHROME COLORWAX OR APPROVED EQUAL. APPLY IN ACCORDANCE TO ALL SPECIFICATIONS AND RECOMMENDED INSTALUATION PROCEDURES OF MANUFACTURE STAh-,PEQ CONCRETE: CONTRACTOR SHALL INSTALL STAMP CONCRETE PATTERNS TO CONFORM TO ALL SPECIFICATIONS AND RECOMMENDED INSTALLATION PROCEDURES OF MANUFACTURE, AND SHALL USE MANUFACTURE"S RECOMMENDED PATTERNS, TOOLS AND FORMS. CONTRACTOR SHALL USE RUBBER STAMPS OR AS APPROVED BY LANDSCAPE ARCHITECT. COLOR HARDENER SHALL MATCH CONCRETE COLOR AND BE APPLIED PER MANUFACTURE'S RECOMMENDATIONS RELEASE AGENTS, AS PER PLANS, SHALL BE APPLIED PER MANUFACTURER'S SPECIFICATIONS. ' CONCRETE $AMPLE: CONTRACTOR SHALL PROVIDE OWNER WITH A 2' x 2' SAMPLE OF ALL CONCRETE FINISHES & STAMP PATTERNS AS PER PLANS. SAMPLES SHALL BE APPROVED BY OWNER AND LANDSCAPE ARCHITECT PRIOR TO POURING FUAlWORK. ~: CURE CONCRETE IN ACCORDANCE WITH REQUIREMENTS OF THE CURRENT ACI MANUAL OF CONCRETE PRACTICE. POSlTIYE DRAINAGE= CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER DRAINAGE, WITHOUT PONDING ON ALL CONCRETE SURFACES. ALL CONCRETE FLATWORK SHALL SLOPE MINIMUM 1 ¾ AWAY FROM BUILDINGS, WALLS, ETC., IN THE DIRECTION OF SITE DRAINAGE. CONCRITE JOINTS: CONTRACTOR SHALL INSTALL JOINTS AS NOTED OR PER STRUCTURAL ENGINEERS SPECIFICATIONS. CONCRETE WALKS {LESS THAN 8" -o"): A TOOLED CONTROL JOINT, AT 1 /4 OEPTH OF CONCRETE, SHALL BE PUACED 5' -O" O,C. MAX., AT ALL CHANGES IN DIRECTION AND AT ALL INSIDE CORNERS. EXPANSION JOINTS WITH PREMOLDED 3/8" ASPHALTIC JOlNT OR ETHAFOAM FELT AS PER OWNER'S SPECIFICATIONS, SHALL BE PLACED 20' -· O" O.C. MAX. , CONCRETE PAVING: A TOOLED CONTROL JOINT AT 1/4 DEPTH OF CONCRETE, SHALL BE PLACED AT PLUS/MINUS 40 SQ. FEET MAXIMUM, ALL CHANGES IN DIRECTION AND AT ALL INSIDE CORNERS. EXPANSION JOINTS WITH PREMOLOED 3/8" ASPHALTIC JOINT OR ETHAFOAM FELT AS PER OWNER'S SPECIFICATIONS, SHALL BE PLACED AT ±160 SQ. FT. MAX. ADJOJNING EXISTING CONCR□E SURFACES: CONCRETE DESIGNATED ON PLANS TO MEET ALL EXISTING CONCRETE WALKS, DRIVEWAYS ETC, SHALL BE FLUSH AND INCLUDE AN EXPANSION JOINT BETWEEN THE SURFACES. □EFECJS: ALL DEFECTS IN CONCRETE WORK SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER, MASONRY NOTES SCOPE Of WoRK: CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES TO CONSTRUCT MASONRY STRUCTURES INDICATED ON THESE PLANS. PLAN VERIFICATION: THE CONTRACTOR SHALL NOTIFY OWNER AND LANDSCAPE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR OMISSIONS ON ALL DRAWINGS. LICENSE: THE MASONRY CONTRACTOR SHALL BE ·A C-29 CALIFORNIA LICENSED MASONRY CONTRACTOR, OR A C-27 LICENSED LANDSCAPE CONTRACTOR IF MASONRY IS APPURTENANT TO LANDSCAPE WORK. UNlfORl-j BUILDING CODE: ALL MASONRY CONSTRUCTION SHALL CONFORM TO THE CURRENT EDITION OF THE UNIFORM BUILDING CODE, MASONRY DESIGN MANUAL AND ALL APPLICABLE GOVERNING AGENCIES. EIP..□ YERIEICATION: CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. OWNER AND LANDSCAPE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. COORDINATION: CONTRACTOR SHALL COORDINATE WITH APPROPRIATE TRADES TO LOCATE PIPE SLEEVES, IRRIGATION, DRAINAGE, ELECTRICAL ETC., BENEATH OR EMBEDDED IN MASONRY WALLS, BEFORE STARTING WORK, SOIL PREPARATION: ALL EXCAVATION, GRADING, COMPACTION, ETC. SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE STRUCTURAL SOILS REPORT. ALL SOIL MODIFICATIONS SHALL BE UNDER THE DIRECTION OF A SOILS ENGINEER. ROCK AND SAND SPECIFICATIONS: SAND AND AGGREGATE FOR MASONRY SHALL BE CLEAN NATURAL MATERIALS CONFORMING TO ASTM DESIGNATION C-144 AND C-404. ..'ltAT.EB: WATER FOR CONCRETE SHALL BE CLEAN AND FREE FROM DELETERIOUS SUBSTANCES. .QEMoo: CEMENT SHALL BE PORTLAND CEMENT TO CONFORMING TO CURRENT REQUIREMENTS OF ASTM C-150, TYPE I OR TYPE I!. CONCRETE BLOCK: MASONRY UNITS SHALL BE TfPE II UNITS CONFORMING TO ASTM C-90 AND IN ADDITION THE REQUIREMENTS OF THE QUALITY CONTROL STANDARDS OF THE CONCRETE MASONRY ASSOCIATION OF CALIFORNIA. SIZE, TEXTURE & COLOR SHALL BE SHOWN ON DRAWINGS. EXECUTION: LAY MASONRY IN STRAIGHT COURSES IN RUNNING BOND, TRUE TO PLANE AND PLUMB WITHIN 1/8" IN 10 FEET. FACES OF MASONRY UNITS SHALL BE ALL IN ONE PUANE. MAKE HORIZONTAL AND VERTICAL MORTAR JOINTS 3/B" THICK. TOOL ALL JOINTS FLUSH. CUT UNITS WITH MASONRY SAW. . MORTAR: MORTAR SHALL BE TYPE '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 MATCH COLOR OF BLOCK OR PER PLAN. JIBQl!I: GROUT SHALL BE A FLUID CONSISTENCY AND MIXED IN THE RAT'IO BY VOLUME', 1 PART CEMENT. 3 PARTS SAND, OR 1 PART CEMENT, 3 PARTS SAND, 2 PARTS PEAGRAVEL. GROUT SHALL ATTAIN A MINIMUM COMPRESSION STRENGTH OF 2,0DO P.S.I. @ 28 DAYS. COMPRESSIVE STRENGTH Of CONCRETE;;: ALL CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2,000 P.S.I. AT 28 DAYS OR PER STRUCTURAL ENGINEER'S RECOMMENDATIONS WITH A SLUMP NOT TO TXCEED 4" CONFORMING WITH ASTM C-39. CONCRETE SHALL CONSIST OF A MINIMUM 5 SACK PORTLAND CEMENT/SAND/GRAVEL MIX, CONFORMING WITH ASTM C-150. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. F. 1. 1 2. 3. 4. 5, 6, MASONRY REINFORCING STEEL : STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 EXCEPT THAT 1/4" TIES MAY BE PUAIN BARS. WIRE REINFORCEMENT SHALL CONFORM TO ASTM A-82. , .B,E.e6B: ACCURATELY PLACE REINFORCING STEEL AS SHOWN ON THE DRAWINGS OR PER STRUCTURAL ENGINEER, POSITIVELY SECURED AND SUPPORTED, NOT EXCEEDING 200 BAR DIAMETERS. IN SUCH A MANNER THAT NO MOVEMENT OCCURS WHEN GROUT IS POURED. REINFORCING ,AND THE WIRES SHALL BE EMBEDDED IN THE GROUT. LENG'TH 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 THICKNESS OF THE GROUT BETWEEN MASONRY UNITS AND REINFORCING SHALL BE A MINIMUM OF 1 / 4" FOR FINE GROUT AND 1 /2" MINIMUM FOR COURSE GROUT. FOOTING$: CONCRETE FOOTINGS SHALL BE OF THE SIZE AND TYPE AS INDICATED ON DRAWINGS OR AS PER STRUCTURAL ENGINEER'S SPECIFICATIONS. EARTHFORMS MAY BE USED FOR FOOTINGS ONLY WHERE SOIL IS FIRM AND STABLE AND CONCRETE WILL NOT BE EXPOSED. .. WELDING: WELDING OF REINFORCING STEEL SHALL CONFORM : TO AWS 012-1 AND REQUIREMENTS OF THE AMERICAN WELDING SOCIETY. GR:mmNG: ALL MASONRY SHALL BE REINFORCED, GROUT SOLID ALL CELLS WHICM CONTAIN REBAR, BOLTS ETC, GROUT CELLS BELOW GRADE SOLID. ALL REINFORCEMENT, BOLTS ETC. IN MASONRY SHALL HAVE A MINIMUM GROUT COVERAGE OF 3/4:. BELOW GRADE CONSTRUCTION: MASONRY CONTRACTOR SHALL BE RESPONSIBLE FOR BACKFILLING ALL WALLS TO GRADES PER PLAN (OR PER CIVIL ENGINEER), FINISH GRADE FOR RUNOFF SWALE BEHIND ALL WALLS, PERFORATED DRAIN LINES COMPLETE AND CONNECTED TO DRAINAGE SYSTEM OR STREET, WATERPROOFING ALL WALLS BELOW GRADE AND ALL 1 EXCAVATION NECESSARY FOR THE EXECUTION OF MASONRY WORK. FILL SOIL PER STRUCTURAL ENGINEER WALLS. ALL RETAINING WALLS SHALL BE ADEQUATELY SHORED DURING BACKFILL OPERATION. EXPANSION JOINTS: CONTRACTOR SHALL PROVIDE EXPANSION JOINTS AT CORNERS AND AT 3D" -O" ON CENTER OR AS REQUIRED BY GOVERNING AGENCY, SURPLUS SOIL: MASONRY CONTRACTOR S0HALL BE RESPONSIBLE FOR CLEARING ALL 'SPOILS' OR SURPLUS SOIL ON SITE AS A RESULT OF MASONRY WORK. MAsONRY $AMPLE: CONTRACTOR SHALL PROVIDE TO OWNER A 4' x 6' SAMPLE PANEL OF ALL MASONRY WALL TYPES ON PLANS, SAMPLES SHALL BE APPROVED BY OWNER AND LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. STUCCO APPLICATION: ALL STUCCO WORK SHALL CONFORM TO LATHING AND PLASTERING REFERENCE SPECIFICATIONS OF THE CALIFORNIA LATHING AND PLASTERING CONTRACTOR'S ASSOCIATION, INC. AND STANDARDS FOR PUBLIC WORK CONSTRUCTION. STUCCO APPLICATION SHALL CONFORM TO ALL SPECIFICATIONS AND RECOMMENDED INSTALLATION PROCEDURES OF MANUFACTURER. PLASTER PROPORTIONS: PLASTER FINISH TO INCLUDE: SCRATCH COAT -3/8~ THICK 1 PART PORTLAND CEMENT PLASTER AND 4 PARTS DAMP LOOSE SAND BROWN COAT -3/8" THICK 1 PART PORTLAND CEMENT PLASTER AND UP TO 5 PARTS DAMP LOOSE SAND COLOR FINISH COAT -1/8" THICK PORTLAND CEMENT PLASTER MIX WITH WATER ONLY PORTLAND CEMENT PLASTER MIX INCLUDES: 1 PART PORTLAND CEMENT 1/4 PART HYDRATED LIME WATERPROOFING ADMIXTURE (PER MANUFACTURE'S SPECS,) PLASTER FIN,ISH: ALL PLASTER FINISHES, TEXTURES AND COLORS SHALL MATCH REFERENCED ARCHITECTURE OR AS DIRECTED BY OWNER. CONTRACTOR SHALL SUPPLY A 2' x 2' SAMPLE OF ALL PLASTER FINISHES FOR OWNER'S APPROVAL. WATER SEAL: APPLY WATER SEALER TO ALL PLASTER FINISHES UNLESS OTHERWISE APPROVED IN WRITING BY OWNER. MASONRY VENEER/TILE: ALL TILE, BRICKS, PAYERS, PRECAST CONCRETE VENEER AND CAPS SPECIFIED, ON PLANS TO BE APPLIED PER MANUFACTURER'S RECOMMENDATIONS. SPECIAJ MASONRY WALL MATERIALS: 'ALL SPECIAL WALL MATERIALS, FOAM ETC. SHALL CONFORM TO ALL SPECIFICATIONS AND RECOMMENDED INSTALLATION PROCEDURES OF MANUFACTURER. DEFECTS: ALL DEFECTS IN MASONRY WORK SHALL BE CORRECTED THROUGH THE GUARANTEE PERIOO SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. CARPENTRY NOTES PLAN VERIFICATION OWNER AND LANDSCAPE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR OMISSIONS ON ALL DRAWINGS. : THE CONTRACTOR SHALL NOTIFY LICENSE: THE CARPENTRY CONTRACTOR SHALL BE A C-29 CALIFORNIA LICENSED CARPENTRY CONTRACT OR A C-27 LICENSED LANDSCAPE CONTRACTOR IF CARPENTRY IS APPURTENANT TO LANDSCAPE WORK, UNIFORM BUILDING COPE SHALL CONFORM TO THE APPLICABLE EDITION OF THE UNIFORM BUILDING CODE AND ALL GOVERNING AGENCY CODES. : ALL CARPENTRY CONSTRUCTION FlELP VERIFICATION DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. OWNER AND LANDSCAPE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF A~Y ~t,~~E%+1ALL VERIFY ALL PFI IYERY AND STORAGE PRACTICAL. SHALL BE DELIVERED TO THE SITE IN THE MANUFACTURER'S ORIGINAL CONTAINERS AND SHALL BEAR THE TRADEMARKS AND NAME~ "fltsR!;f/,JrER1Alfll\DIN l.!l\jll<f'~!/4t. 1§E STAMPED ON ALL STANDARD YARD-DIMEKfs10N LUMBER OR CERTIFIED FOR COMPLIANCE. EACH PIECE OF TREATED LUMBER SHALL BE STAMPED. LUMBER SHALL BE CAREFULLY STACKED TO PREVENT WARPING AND SHALL BE KEPT DRY. CONNECTIONS , FITTED AND SOLIDLY FASTENED TOGETHER TO PRODUCE PLUMB, LEVEL AND RIGID CONSTRUCTION. SLICING OF FRAMING ME M/3 E !AAFi.mif~ E~H<Ll/.f'I/J€RA% d§Rlif'l'JNI Ell1J'P •AND FACES OF ALL MEJYIBtRs SHALL BE INSTALLED IN EVEN TRUE PLANES. NAILING. SPIKING AND BOLTING SHALL BE DONE IN ACCORDANCE WITH UNIFORM BUILDING CODE. METAL CONNECTORS AND JOIST HANGERS SHALL BE LOCATED WHERE SHOWN OR PER UNIFORM BUILDING CODE. DRILL HOLES FOR BOLTS THE SAME DIAMETER AS THE BOLT SHANK PLUS 1/15". PROVIDE WASHER UNDER BOLT HEADS AND NUTS. , ALL THROUGH BOLTS LENGTHS ARE TO BE WIDTH OF MEMBERS PLUS 1" OR SIZE PER PLAN. LAG SCREWS ARE NOT TO BE DRIVEN. DRILL HOLES FOR LA.GS FIRST TO DIAMETER ANO DEPTH OF 1 • THREAD, FOLLOWED BY DRILLING TO 75% OF SHANK DIAMETER AND DEPTH OF THREAD. WOOD SCREWS SHALL NOT BE DRIVEN. PROVIDE SUB-DRILLED HOLES FOR ALL SCREWS OR USE SELF- DRILLING SCREWS. TIGHTEN BOLTS AND SCREWS AT INSTALLATION AND RETIGHTEN JUST PRIOR TO COMPLETION OF PROJECT. ALL CONNECTIONS NOT DESIGNATED ON PLANS SHALL BE PER UNIFORM BUILDING CODE S129 NAIL AND CONNECTION SCHEDULES. 7. 8. 9. 1D. 11. G. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11 . 12. 13. H. 1, 2. 3, 4. 5, 6. 7. B. I UMBER QUALITY: ALL LUMBER TO BE DOUGLAS FIR, GRADE NO. 1 SELECT, SMOOTH FOUR SIDES, UNLESS OTHERWISE NOTED PER PLANS. ALL LUMBER SHALL BE IDENTIFIED AS TO SPECIES, GRADE, AND STAMPED BY WEST COAST LUMBER INSPECTION BUREAU. PRESSURE TREATED LUMBER: ALL WOOD BEARING ON CONCRETE MASONRY, ON O_R BURIED INTO GRADE, OR SPECIFIED PER PLANS SHALL BE PRESSURE TREATED DOUGLAS FIR NUMBER 2 UNLESS OTHERWISE NOTED. HARQY(ARE: ALL NAILS, CONNECTORS, OR OTHER HARDWARE SHALL BE HOT DIPPED GALVANIZED OR CADMIUM PLATED, UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL PAINT ALL HARDWARE (PER PAINTING AND STAINING NOTES) TO MATCH WOOD FINISH. FOOTINGS: CONCRETE FOOTINGS SHALL BE OF THE SIZE AND TfPE AS INDICATED ON DRAWINGS OR AS PER STRUCTURAL ENGINEER'S SPECIFICATIONS. EARTHFORMS MAY BE USED FOR FOOTINGS ONLY WHERE SOIL IS FIRM AND STABLE AND CONCRETE WILL NOT BE EXPOSED. DEFECTS: ALL DEFECTS IN CARPENTRY WORK SHALL BE CORRECTED THROUGH GUARANTEE PERIOD SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. TUBULAR STEEL / METAL NOTES SCOPE OF WQRK: CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES FOR THE INSTALLATION OF ALL TUBUUAR STEEL / METAL WORK INDICATED ON THESE PLANS, PLAN VERIFICATION: THE CONTRACTOR SHALL NOTIFY OWNER AND LANDSCAPE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR OMISSIONS ON ALL DRAWINGS. LICENSE: THE TUBULAR STEEL CONTRACTOR SHALL BE A C-23 · CALIFORNIA LICENSED TUBULAR STEEL FENCE CONTRACTOR. UNIFORM BUILDING CODE: ALL CONCRETE CONSTRUCTION SHALL CONFORM TO THE CURRENT EDITION OF THE UNIFORM BUILDING CODE AND ALL APPLICABLE GOVERNING AGENCIES, FIELD VERIFICATION: CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. OWNER AND LANDSCAPE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. ·WORKMANSHIP'. ALL TUBULAR STEEL WORK SHALL BE PLUMB, STRAIGHT AND TO LINE AND HEIGHT, LEVEL WITH ACCURATE ANGEL AND SURFACES AS INDICATED ON DRAWINGS. MATERIAL STANDARDS: ALL METAL WORK SHALL BE FREE OF DEFECTS WHICH IMPAIR STRENGTH, DURABILIT( AND APPEARANCE. STEEL BARS, PLATES, ETC. SHALL CONFORM TO ' ASTM A-36. '#EL PING: WELDING OF TUBULAR STEEL SHALL CONFORM TO AWS 012-1 AND REQUIREMENTS OF THE AMERICAN WELDING SOCICTY, WELD ALL CONNECTIONS CONTINUOUS AND SOLID. GRIND ALL WELDS SMOOTH. FOOTINGS: CONCRETE FOOTINGS SHALL BE OF THE SIZE AND TYPE AS INDICATED ON DRAWINGS OR AS PER STRUCTURAL ENGINEER'S SPECIFICATIONS. EARTHFORMS MAY BE USED FOR FOOTINGS ONLY WHERE SOIL IS FIRM AND STABLE ANO CONCRETE WILL NOT BE EXPOSED. ·-~: CONTRACTOR SHALL CAP ALL EXPOSED ENDS OF TUBING. .EAIMJ: ALL EXPOSED SURFACES TO BE PAINTED WITH 1 COAT OXIDE BASE PRIMER AND PAINTED WITH 2 COATS OF RUST INHIBITING ENAMEL PAINT. COLOR AND FINI.SH PER DRAWINGS. . ' CLEANING: AFTER ERECTION, CLEAN OFF ALL RUST, SCALE AND OIL, CLEAN FIELD WELDS, BOLTS AND ABRADED AREAS. TOUCH UP ALL AREAS WITH THE SAME 'MATERIAL AS USED FOR THE SHOP COAT LEAVING ALL SURFACES READY TO RECEIVE FINISH COATS. DEFECTS: ALL DEFECTS IN TUBULAR STEEL/METAL WORK SHALL BE CORRECTED THROUGH THE GUARANTEE HEREIN, AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. PAINTING AND STAINING NOTES SCOPE OF WORK: CONTRACTOR SHALL PROVIDE ALL LABOR, MATERl>ILS, EQUIPMENT AND SERVICES FOR THE SANDING, PRIMING, PAINTING OR STAINING OF ALL MATERIALS INDICATED ON THESE PLANS. PLAN VERIFICATION: THE CONTRACTOR SHALL NOTIFY OWNER AND LANDSCAPE IMMEDIATELY ARCHITECT OF ANY DISCREPANCIES OR OMISSIONS ON ALL DRAWINGS. UNIFORM BUILDING COPE· ALL PAINTING AND STAINING SHALL CONFORM TO THE CURRENT EDITION OF THE UNIFORM BUILDING CODE AND ALL APPLICABLE GOVERNING AGENCIES. FIELD YERIFICATIOhl: CONTRACTOR SHALL VERIFY ALL DIMENSIONS ANO SITE CONDITIONS BEFPRE STARTING WORK. OWNER AND LANDSCAPE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. MATERIALS= ALL PAINTS AND STAINS SHALL BE AS, INDICATED ON DRAWING AND SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. ALL PAINT SHALL MEET THE REQUIREMENTS OF THE APPROPRIATE AIR POLLUTION CONTROL DISTRICT. PAINT SHALL BE HOMOGENOUS, FREE OF CONTAMINANTS AND OF A CONSISTENCY SUITABLE FOR THE USE FOR WHICH IT IS SPECIFIED. THE PIGMENT SHALL BE PROPERLY DISPERSED THROUGHOUT THE MATERIAL SUCH THAT THE PIGMENT DOES NOT SETTLE APPRECIABLY, DOES NOT CAKE OR THICKEN IN THE CONTAINER, OR BECOME GRANULAR OR CURDLED. DELIVERY: PAINT MATERIALS SHALL BE DELIVERED TO THE WORK SITE IN NEW, UNOPENED, AIRTIGHT CONTAINERS, APPROPRIATELY IDENTIFIED WlTH THE MANUFACTURER'S NAME, DATE OF MANUFACTURE, TYPE OF PAINT OR PAINT MATERIAL A AND LOT OR BATCH NUMBER. EXECUJiON: PAINT SHALL BE APPLIED ONLY ON THOROUGHLY DRY SURFACES AND DURING PERIODS OF FAVORABLE WEATHER. SURFACES TO BE PAINTED OR STAINED SHALL BE FREE FROM OUST, GREASE, OR OTHER DELETERIOUS SUBSTANCES THAT WOULD PREVENT BONDING. APPUcAJION: PAINTING SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER AND IN ACCORDANCE WITH ALL CODES AND REGULATIONS. UNLESS OTHERWISE SPECIFIED, PAINT SHALL BE APPLIED BY BRUSH, ROLLER OR SPRAY METHODS. FINISHED SURFACES SHALL BE UNIFORM AND FREE OF DEFECTS (DRIPS, RUNS BRUSH MARKS, THINK AREAS, nc.). 9. 10. 11. 12. 13. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ) . ' . " I eAINTING LUMBER: UNLESS OTHERWISE SPECIFIED. ALL NEW LUMBER REQUIRING PAINTING SHALL CONSIST OF A PRIMER AND TWO FINISH COATS FOR WOOD STRUCTURES. WOOD SURFACES DESIGNATED TO BE PAINTED SHALL BE CLEANED. WHEN PERMITTED BY THE JOB SUPERINTENDENT, THE FIRST COAT OF PAINT MAY BE APPLIED PRIOR TO ERECTION. AFTER THE FIRST COAT HAS DRIED AND THE LUMBER ·1s IN PLACE, ALL CRACKS, CHECKS, NAIL HOLES, ETC. SHALL BE PUTTIED FLUSH WITH THE SURFACE AND ALLOWED TO DRY BEFORE THE SECOND COAT IS APPLIED. SKIPS, HOLIDAYS, THIN AREAS OR OTHER DEFICIENCIES IN ANY ONE COAT OF PAINT SHALL BE CORRECTED BEFORE THE SUCCEEDING COAT IS APPLIED. THE SURFACE OF ANY PAINT COAT BEING COVERED SHALL BE FREE OF DELETERIOUS MATERIAL BEFORE ADDITIONAL PAINT IS APPLIED. ' SURFACE PREPARATION FOR PAINTING GALVANIZED SURFACES· GALVANIZED SURFACES SHALL BE PREPARED FOR PAINTING, BY HAND SCRAPING OR WIRE BRUSHING. AFTER HAND CLEANING, ALL GALVANIZED SURFACES SHALL BE CLEANED BY SOLVENT CLEANING PROCEDURES FOR REMOVING DETRIMENTAL FOREIGN MAHER SUCH AS OIL, GREASE, SOIL, ETC. AFTER WASHING, ALL AREAS SHALL BE ROUGHENED BY ABRASIVE BLASTING. GALVANIZING SHALL NOT BE REMOVED BY THIS OPERATION. EXISTING woo□ SURFACE PREPARATION: woo□ SURFACES SHALL BE PREPARED FOR PAINTING BY REMOVING ALL CRACKED OR PEELED PA1NT, LOOSE CHALKY PAINT, DIRT AND OTHER FOREIGN MATTER. BY WIRE BRUSHING, SCRAPING, SANDING OR OTHER APPROVED MEANS IMMEDIATELY P.RIOR TO PAINTING, ALL SURFACES SHALL BE WIPED OR DRY BRUSHED TO REMOVE ANY DUST OR CHALKY RESIDUE THAT MAY RESULT FROM CLEANING OPERATIONS. ALL woo □ DESIGNATED TO BE PAINTED SHALL BE THOROUGHLY DRY BEFORE PAINT IS APPLIED. FINISH SAMPLE: CONTRACTOR SHALL PROVIDE OWNER WITH A SAMPLE OF ALL PAINTS AND STAINS COLORS AS PER PLANS. SAMPLES SHALL BE APPROVED BY OWNER AND LANDSCAPE ARCHITECT. PfFECJS: THE CONTRACTOR SHALL PROTECT ALL PARTS OF THE STRUCTURE OR ,ADJACENT IMPROVEMENTS AGAINST DISFIGUREMENT AS A RESULT OF ITS PAINTING OPERATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED BY ITS OPERATIONS TO VEHICLES, PERSONS OR PROPERTY' AND SHALL PROVIDE AT ITS EXPENSE PROTECTIVE MEANS TO GUARD AGAINST SUCH DAMAGE. 11 AS BUILT'' DATE REV_!Ev/ED BY, INSPECTOR DATE DATE PREPARED: f--------+~--+-~-··----+---+-----+-----1-----11 S1HE6ET I CITY OF CARLSBAD I SHSEOETS I PLANNING DIVISION ::=:=='..=========::::::::::==::::::'....:===~ MJSDesign Group , Landscape Architecture+ Planning+ Design ,__D_AT_E_~I_N I_T_IA_L--1REVI S ION DESCRIPTION ENGINEER OF WORK DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL ROBERTSON RANCH PA 8 -SENIOR APARTMENTS CONSTRUCTION SPECIFICATIONS LC.16 APPROVED: l:i,9,17 PLANNING DATE DWNBY: ___ _ PROJECT NO: DRAWING NO: CHKD BY: ___ _ RVWD: SDP 14-08 480-3N ' ' 'I '' '' I! ' ' ' " ! i . I ' '' : i i . ' I GENERAL NOTES RECYCLED WATER NOTES RECYCLED WATER ' ' SYSTEM (PRIVATE) . . 1. 2. ,3. 4. ALL WORK SHALL BE. DONE. IN ACCORDANCE. WITH THE. CARLSBAD MUNICIPAL WA TE.R DISTRICT'S RULE.S AND RE.GULA TJONS. DRINKING WATE.R FOUNTAINS AND DE.SIGNATE.D OUTDOOR E.A TING ARE.AS SHALL' BE. PROTE.CTE.D AGAINST CONTACT WITH RE.CYCLED WATE.R SPRAY, MIST OR MISTING. BE.ST MANAGE.ME.NT PRACTICES SHALL BE. USE.D TO ELIMINATE. OR CONTROL TO THE. BE.ST E.XTE.NT POSSIBLE. PONDING, RUN-OFF, OVE.R-SPRA Y, AND MISTING. HOSE. BIBS ARE. STRICTLY PROHIBJTE.D. 26. · NE.W IRR/GA TION MAIN LINE. AND VAL VE.S SHALL BE. HIGH-LINED AND - CONNECTED TO A POTABLE. WA TE.R SOURCE. PE.ND/NG SUCCESSFUL COMPLETION OF · CROSS CONNECTION TE.ST AS PE.RFORME.D BY CMWD AND DE.H. FINAL CONNECTIONS TO THE. EXISTING /RR/GA TJON RE.CYCLED MAIN LINE. ARE. TO BE. PE.RFORME.D ONLY AFTE.R APPROVAL JS PROVIDE.D BY CMWD AND DE.H. SH1NAGE NOTES ROBERTSON RANCH SENIOR APARTMENTS SHEET TITLE SHEET NUMBER TITLE SHEET 17 IRRIG. LEGEND & NOTES 18 & 20 /RR/GA TION PLANS 18 -23 /RR/GA T/ON DETAILS 24 -27 co c.o ~ I LO < C) N CJ) 5. 6. 7. 8. 9. CROSS-CONNECTIONS BE.TWE.E.N RE.CYCLED WA TE.R LINE.S AND POTABLE. WA TE.R LINE.S ARE. STRICTLY PROHIBITE.O. NO SUBSTITUTION OF PIPE. MA TE.RIALS WILL BE. ALLOWED WITHOUT PRIOR APPROVAL OF THE. CITY OF CARLSBAD MUNICIPAL WA TE.R DISTRICT. ALL MAINLINE. . PIPE.S SHALL HAVE. WARNING TAPE. PE.R CARLSBAD MUNICIPAL WATER DISTRICT'S RULE.S AND RE.GULA TIONS. HOURS FOR IRRIGATION WITH RE.CYCLED WATE.R ARE. FROM 10:00 P.M. TO 6:00 A.M. THE. HOURS FOR /RR/GA TION WITH D/SINFE.CTE.D TE.RT/ARY RE.CYCLED WA TE.R MAY BE. MODIFIED BY THE. LOCAL AUTHORITY. /RR/GA TION DURING PUBLIC USE. PERIODS WITH DISINFE.CTE.D TE.RT/ARY RE.CYCLED WA TE.R SHALL BE. UNDE.R THE. SUPERVISION OF THE. DE.SIGNA TE.D USE.R SUPERVISOR. IRR/GA TION WITH WA TE.R OF A LE.SSE.R QUALITY THAN DISINFE.CTE.D TE.RT/ARY RE.CYCLED WATE.R SHALL BE. BE.TWE.E.N THE. HOURS OF 10: 00 P.M. TO 6: 00 A.M. BURIAL OF ALL WIRING AND PIPING SHALL ME.E.T CARLSBAD MUNICIPAL WA TE.R DISTRICT RULE.S AND RE.GULA TIONS. 10. NON-DE.SIGNA TE.D USE. ARE.AS SHALL BE. PROTE.CTE.D FROM CONTACT WITH RE.CYCLED WA TE.R, WHE.THE.R BY WIND BLOWN SPRAY OR BY DIRE.CT APPL/CATION THROUGH /RR/GA TION OR OTHE.R USE.. LACK OF PROTECTION, WHE.THE.R BY DE.SIGN, CONSTRUCTION PRACTICE. OR SYSTEM OPE.RATION IS STRICTLY PROH/B/TE.O. 11. /RR/GA TJON HE.ADS SHALL BE. RELOCATED OR ADJUSTED TO MINIMIZE. OR E.LIMINATE. OVE.R- SPRA YING ON SIDE.WALKS, STRE.E.TS AND NON-DE.SIGN A TE.D USE. ARE.AS. 12. · RE.CYCLED WA TE.R QUICK COUPLING VALVE.S SHALL BE. OF A TYPE. DE.SIGNE.D FOR THE. USE. ON RE.CYCLED WA TE.R DISTRIBUTION SYS TE.MS PE.R CARLSBAD MUNICIPAL· WA TE.R DISTRICT'S RULE.S AND RE.GULA TIONS. 13. ON RE.CYCLED WATE.R SYSTEMS, ALL APPURTE.NANCE.S (SPRINKLER HE.ADS, VALVE..BOXE.S, E.TC.) SHALL BE. COLOR-CODE.D PURPLE. PE.R AWWA GUJOE.LINE.S AND SE.CT/ON 116815 OF THE. CALIFORNIA HE.AL TH AND SAFE.TY CODE.. ' 14. ALL IRRIGATION PIPE. SHALL BE. STE.NCILE.D WITH WARNING, "NON-POTABLE. OR RE.CYCLED WA TE.R", COLOR-CODE.D (PURPLE.) AND LAID WITH WARNING TAPE. AND STE.NC/LING ORIE.NTE.D TOWARD THE. TOP OF THE. TRE.NCH PE.R THE. CARLSBAD MUNICIPAL WA TE.R DISTRICT'S RULE.S AND RE.GULA TIONS. 15. ON NE.W ON-SITE. SYSTEMS (POST-ME.TE.R), POTABLE. WATE.R, CONSTANT PRE.SSURE. RE.CYCLE.D WA TE.R AND SE.WE.R LINE.S SHOULD BE. PLACE.D A MINIMUM OF FOUR FE.E.T APART OR AS DIRE.CTE.D BY THE. PROJE.CT E.NGINE.E.R AND/OR RE.GULA TORY AGE.NCY. ME.ASURE.ME.NTS SHALL BE. BE.TWE.E.N FACING SURFACES, NOT PIPE. CE.NTERLINE.S. 16. CONSTANT PRESSURE. RE.CYCLED WATE.R LINE.S SHALL CROSS AT LE.AST TWELVE. INCHE.S BE.LOW POTABLE. WA TE.R LINES AND MAINTAIN AT LE.AST TWE.L VE. INCHE.S CROSSING SE.PARA TION BE.TWE.E.N OTHE.R UTILITIES. 17. IF A CONSTANT PRESSURE. RE.CYCLED WA TE.R LINE. MUST BE. INSTALLED ABOVE. A POTABLE. WATE.R LINE. OR LE.SS THAN TWELVE. INCHE.S BE.LOW A POTABLE. WATE.R LINE., THE.N THE. RE.CYCLED WA TE.R LINE. SHALL BE. INSTALLED WITHIN AN APPROVED PROTECTIVE. SLEEVE. AS PE.R THE. CARLSBAD MUNICIPAL WA TE.R DISTRICT'S RULE.$ AND RE.GULA TJONS. 18. 19. THE. RE.QUIRED CROSS-CONNECTION SHUTDOWN TE.ST SHALL BE. DONE. BY THE. CARLSBAD MUNICIPAL WA TE.R DISTRICT AND THE. SAN DIE.GO COUNTY DE.PARTME.NT OF ENVIRONMENTAL HE.ALTH. THE. RE.QUIRED CROSS-CONNECTION INSPECTION SHALL BE. DONE. BY E.ITHE.R THE. CARLSBAD MUNICIPAL WA TE.R DISTRICT AND/OR THE. SAN DIE.GO COUNTY DE.PARTME.NT OF ENVIRONMENTAL HE.AL TH. COPIES OF INSPECTION RE.PORTS WILL BE. FORWARDED TO THE. NON-INSPECTING PARTY. 20. THE. OE.SIGN AND LOCATIONS PROPOSED FOR RE.CYCLED WA TE.R "DO NOT DRINK" SIGN SHALL BE. CALLED OUT ON THE. PLANS. 21. WHEN RE.CYCLED lwA TE.R BE.coME.s AVAILABLE., AN 0N-s1TE. usE.R suPE.Rv1s0R SHALL BE DE.SIGNATE.D IN WRITING. THIS INDIVIDUAL SHALL BE. FAMILIAR WITH PLUMBING SYSTE.M WITHIN THE. PROPERTY, WITH THE. BASIC CONCEPTS OF BACKFLOW/CROSS-CONNE.CTION PRO TE.CTI ON, THE. RE.CYCLED PURE.YOR'S RULE.S AND RE.GULA TIONS AND THE. SPECIFIC RE.QUIRE.MEN TS OF A RE.CYCLED WA TE.R SYSTEM .• COPIES OF THE. DE.SIGNA TION, WITH CONTACT PHONE. NUMBERS SHALL BE. PROVIDE.D TO THE. CARLSBAD MUNICIPAL WATER DISTRICT., IN CASE OF EMERGENCY CONTACT MICHAEL GADDIE AT (949) 439-0248 OR AFTER HOURS CONTACT MICHAEL GADDIE AT (949) 439-0248 22. ALL PUBLIC AND PR/VA TE. POTABLE. WA TE.R MAINS INCLUDING FIRE. /.AAINS AND ANY WA TE.R WELLS AND WA TE.R COURSE.S WI THIN THE. RE.CYCLE.D WA TE.R PROJECT SHALL BE. SHOWN ON THE. PLANS. ' 23. CALL OUT ON THE. PLANS IF THE.RE ARE. OR ARE. NOT DRINKING FOUNTAINS AND/OR · DE.SIGNA TED OUTDOOR E.A TING ARE.AS ON THE. SITE.. 24. A PHYSICAL SE.PARA TJON SHALL BE. PROVIDED BE.TWE.E.N ADJACENT AREAS IRRIGA TE.D WITH RE.CYCLED WA TE.R AND POTABLE. WA TE.R. SE.PARA TJON SHALL BE. PROVIDED BY DISTANCE, CONCRETE Mow STRIPS OR OTHE.R APPRO°VE.D METHODS. 25. ALL /RR/GA TION BACKFLOW PRE.VE.NTE.RS SHALL BE. TE.STE.D BY A CE.RTIFIE.D TESTER AND RE.SUL TS MUST BE. GIVE.N TO THE. CITY AND THE. CARLSBAD MUNICIPAL WA TE.R DISTRICT. PIPE. BE.TWEEN THE METER AND BACKFLOW PRE.VE.NTE.R SHALL BE. "SCHEDULE. K HARD COPPE.R". APPROVED CONTRACT BACKFLOW TE.STE.RS CAN BE. FOUND ON THE. CITY WE.B SITE. AT http:/ /www.carlsbadca.gov/services/departments/water /Documents/ recycledwaterbackflowtesterlist.pdf for recycled or http:/ /www.carlsbadca.gov/services/ departments/water /Documents/waterbackflowtester/ist.pdf for potable or calf 438-2722. PURPLE BACKROUND 1" BLACK LETTERS THE. FOLLOWING GU/DE.LINE.S FOR THE. USE. OF RE.CYCLED WA TE.R ARE. TO BE. PE.RMANE.NTL Y POSTE.D INSIDE. THE. DOOR OF EACH CONTROLLER WHE.RE.-THE.Y ARE. E.ASIL Y VISIBLE.. PLACE. ON 8-1/2" X 11" SIZE.D SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. 1. GUIDELINES FOR RECYCLED WA TE.R USE A. B. C. D. £. F. G. IRRIGATE. BE.TWE.E.N THE. HOURS OF 10: 00 P.M. AND 6: 00 A.M. ONLY. WATERING OUTSIDE. THIS TIME-FRAME. MUST BE. DONE. MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE.. NO SYSTEM SHALL AT ANY TIME BE. LE.FT UNA TTENDE.D DURING USE. OUTSIDE THE NORMAL SCHEDULE. .. ;: IRRIGATE. IN A MANNE.R THAT WILL !MINIMIZE. RUN-OFF, POOLING, AND PONDING. THE. APPL/CATION RATE. SHALL NOT E.XCE.E.D THE. INFIL TRA TJON RA TE. OF THE SOIL. 'TIME.RS MUST BE ADJUSTED _SO AS TO BE. COMPATIBLE. WITH THE. LOWE.ST SOIL INFIL TRA TJON RA TE. PRE.SE.NT. THIS PROCEDURE. MAY BE. FACILITATED BY THE. EFFICIENT SCHEDULING OF THE. AU TOMA TIC CONTROL CLOCKS, (I.E.., EMPLOYING THE. RE.PE.AT FUNCTION TO BREAK UP THE. TOTAL /RR/GA TION TIME. INTO GYCLE.S THAT WILL PROMOTE. MAXIMUM SOIL ABSORPTION). ADJUST SPRAY HE.ADS TO E.LIMINA TE. OVERSPRA Y ONTO ARE.AS NOT UNDE.R THE. · CONTROL OF THE CUSTOMER. FOR EXAMPLE., POOL DECKS, PR/VA TE. PA T/0S AND LOTS, AND STREETS AND SIDE.WALKS. MONITOR AND MAINTAIN THE. SYSTEM TO MINIMIZE. EQUIPMENT AND MA TE.RIAL FAILURE. .. BROKEN SPRINKLER HE.ADS, LEAKS, UNRELIABLE. VAL VE.S, E.TC., SHOULD BE. REPAIRE.D AS SOON AS THEY BE.COME. APPARENT. THE. LANDSCAPE. CONTRACTOR IS RESPONSIBLE. FOR E.DUCA TING E.ACH EMPLOYEE. AND ALL MAINTENANCE. PE.RSONNE.L ON A CONTINUOUS BASIS, RE.GARDING THE. PRESENCE. OF RE.CYCLED WATER. MAINTENANCE. PERSONNEL MUST BE. INFORMED THAT WA TE.R IS FOR /RR/GA TJON PURPOSES ONLY AND IS NOT ,APPROVED FOR DRINKING OR FOR HAND AND TOOL WASHING, E.TC. . OBTAIN . PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MOD/FICA TIONS TO ANY PR/VA TE. ON-SITE. FACILITIES. SUCH CHANGES MUST BE. SUBMITTE.D TO, AND APPROVED BY, THE. DISTRICT E.NGINE.E.RING OFFICE. AND DE.SIGNE.D IN ACCORDANCE. WITH DISTRICT STANDARDS. 1. ALL RE.CYCLED WATE.R SPRINKLE.R CONTROL VALVE.S SHALL BE. TAGGE.D WITH JOE.NT/FICA TION TAGS. A. TAGS SHALL BE. WE.ATHE.RPROOF PLASTIC, 3"x 4", PURPLE IN COLOR, WITH THE. WORDS "WARNING RE.CYCLED WA TE.R -DO NOT DRINK" IMPRINTED ON ONE. SIDE., AND "AV/SO -AGUA IMPURA-NO TOMAR" IMPRINTE.D ON THE. OTHE.R SIDE.. IMPRINTING SHALL BE. PERMANENT AND BLACK IN COLOR. USE. TAGS AS MANUFACTURE.D BY T. CHRISTY E.NTE.RPRISE.S OR APPROVE.D E.QUAL. B. ONE. TAG SHALL BE. ATTACHED TO E.ACH VAL VE. AS FOLLOWS: 1. ATTACH TO VAL VE. STEM 0/RE.CTL Y OR WITH PLASTIC TIE-WRAP OR 2. ATTACH TO SOLENOID WIRE. D/RE.CTL Y OR WITH PLASTIC TIE.-WRAP OR 3. ATTACH TO VAL VE. COVfR WITH E.X/STJNG VALVE. COVER BOLT. 2. · ALL SPRINKLER HEADS SHALL BE. IDE.NTIFIE.D AS RE.CYCLED WA TE.R SPRINKLER HE.ADS. E.ACH AU TOMA TIC CONTROLLER AND ITS ASSOC/A TE.D E.QUIPME.NT SHALL BE. JOE.NTJF/E.O WI TH A SIGN BE.ARING THE. WORDS "RE.CYCLED WA TE.R USED FOR /RR/GA TJON" IN ENGLISH AND SPANISH, WITH BLACK LETTERS 1" HIGH ON A PURPLE BACKROUND. THE. SIGN SHALL BE. PLACED SO THAT IT CAN BE. RE.ADIL Y SE.E.N BY ANY OPE.RATIONS PE.RSONNE.L UTILIZING THE. E.QUIPME.NT. DECLARATION OF RESPONSIBLE CHARGE: f HERE.BY OE.CLARE. THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HAVE. E.XE.RCISED RESPONSIBLE CHARGE. OVE.R THE. DE.SIGN OF THIS PROJECT AS DE.FINED IN SECTION 6 703 OF THE. BUSINESS ,AND PROFESSIONS CODE. AND THAT THE. DE.SIGN IS CONS/STE.NT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE. CHE.CK OF PROJECT DRAWINGS AND SPECIF/CATIONS BY THE. CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF E.NVIRONME.NTAL HE.AL TH JS CONFINED TO A RE.VIEW ONLY AND DOE.S NOT RELIEVE. ME., AS THE LICENSED DESIGNER OF WORK, OF MY RE.SPONSIBILITIE.S FOR PROJECT OE.SIGN. THE.SE. PLANS HAVE. BE.E.N PRE.PARED IN SUBSTANTIAL CONFORMANCE. WITH THE. APPROVED LA. NSCAPE. CONCEPT PLAN, WA TE.R CON. SERVA TJON PLAN, FIRE.~ROT. ON PLAN, AND ALL CONDITIONS OF APPROVAL RE.LA TE.D TO LANDSCAPING.lf!fc . ')/,IA (Jf ,_ FIRM NAME. & ADDRESS: BY: f lZ0 / 1/tf:?Yf---c,, .. ---...., · MIS DESIGN GROUP. INC. MA K ~CHA INGER 507 30TH STREET RE.GISTRA TJON NO: 3235 NEWPORT BEACH. CA 92663 EXPIRATION DATE: 3.31.2019 PHONE NO: ( 949) 675.9964 DA TE.: 4.14.2017 r. BLACK LOGO 35• / In Order to Conserve Water ... DI RT (N.T.S.) WARNING RE YCLED WATER DO NOT DRINK R CYCLED WATER RECYCLED WATER DO NOT DRINK IN USE. NO TOME EL AGUA DIAL TOLL FREE 1 • 800 · 422 · 4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA LEGEND @ POTABLE. WATER METER @ . RE.CYCLED WATER METER lSl BACKFLOW PREVENTION . lSl "DEVICE INSTALL PER cMWD -w-POTABLE. WATER LINE. -RW-RECYCLED WATER LINE -RC- -FS- RECYCLED WATER PRESSURE. SUPPLY LINE. FIRE SERVICE LINE [;:'~;;] ~%CjJCLED WATER USE. 6. DO NOT DRINK SIGN ~ UTDOOR E.A TING ARE.A -PROTECTED AGAINST CON-. ACT WITH RE.CYCLED WA TE.R) NORTH 0 60' 120' SCALE: I " = 60' PROJECT .MAP WATER EFFICIENT LANDSCAPE DECLARATION: I AM FAMILIAR WITH THE. RE.QU/RE.ME.NTS FOR LANDSCAPE. AND IRRIGA TJON PLANS CONTAINED IN THE. CITY OF CARLSBAD'S LANDSCAPE MANUAL & WA TE.R EFFICIENT LANDSCAPE. RE.GULA TJONS. I HAVE PRE.PARED THIS PLAN IN COMPLIANCE. WITH THOSE. RE.GULA TJONS AND THE. LANDSCAPE. MANUAL. I CE.RT/FY THAT THE. PLAN !lj/4LE}jflNJff)hOS RE.GULA TJONS. TO PROVIDE. E.FFICIE.NT USE. OF. WAT£~. . 8)'. Mlf'Kd'K/fl GER · '· PHONE. NO: ( 949) 6 75. 9964 . , REGISTRATION NO: 3235 EXPIRATION DATE.: 3.31.2019 INSPECTION PROCEDURES: w RW UJ >w 0:: . 0 . UJ (.') <{ (.') RW w RW w RW INSPE.CTJON OF THE. PROJECT SHALL BE. PE.RFORME.D BY THE. LANDSCAPE. ARCH/TE.CT OF THE. WORK, OR HIS OE.SIGN A TE.D AGE.NT. RE.FE.R TO · THE. SPE.C/FICA TJONS FOR THE. SCHEDULE. OF RE.QUIRED INSPECTIONS AND . RE.QUIRED SUBMI TTALS. FOLLOWING COMPLETION OF THE. WORK, THE. LANDSCAPE. ARCHITECT OF THE. WORK WILL CE.RT/FY THAT THE. INSTALLATION HAS BE.E.N COMPLE.TE.D BY SUBMITTING THE. "CE.RT/FICA TION OF COMPLETION" FORM. A RE.QUE.ST $ c::: _J FOR A FINAL LANDSCAPE. INSPE.CTION BY THE CITY MUST ALSO BE. MADE. BY CALLING THE. INSPE.CTJON RE.QUE.ST LINE.. E.-MAIL THE. "CE.RT/FICA TJON OF COMPLETION" FORM TO mikee//iott2@cox.net. LANDSCAPE. !NSPE.CTJON RE.QUE.ST .PHONE. LINE.: (760) 602-4602. CITY OF OCEANSIDE INSPECTION PROCEDURE$ HIGHWAY 78 1. 2. 3. DISTRICT CONSTRUCTION INSPE.CTION SHALL INCLUDE.: A. RE.QUIRED SE.PARA TJON BE.TWE.E.N POTABLE. AND RE.CYCLED WA TE.R LINE.S (HORIZONTALLY AND VERT/CALLY). B. PIPE JOE.NT/FICA TION. · C. SLE.E.VING AT CROSSINGS .. 0. APPROPRIATE MA TE.RIALS AND MARKINGS, INCLUDING PROPE.R QUICK COUPLE.RS. ' . AN APPROVAL LE.TTE.R REGARDING THE. INSPECTION OF THE. PROJECT SHALL BE. OBTAINED FROM THE CITY AND THE. DISTRICT, AND BE. FORWARDED TO THE. COUNTY HE.AL TH DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL. . ' ' ' DISTRICT FINAL INSPE.CTION SHALL INCLUDE.: A. SIGNAGE. INSTALLED PE.R PLAN. B. CONTROLLER ST/CKE.RS. C. TAGGING OF VAL VE.S. D. COVE.RAGE. TE.ST AFTE.R COMPLETION OF THE. SPRINKLER SYSTEM TO ENSURE. PRO TE.CT/ON OF ARE.A NOT APPROVED FOR RE.CYCLED WA TE.R USE.. E.. ALL ASPECTS OF THE. IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF, AND PONDING. F. RE.QUIRED PROTECTION OF ALL RE.SIDE.NT/AL ARE.AS. G. RE.QUIRED PROTECTION OF WELLS, STREAMS, RE.SERVO/RS, E.TC. ' H. CROSS-CONNECTION TEST IF RE.QUIRED. /. COLOR CODE.D, LAMINA TE.D CHARTS INSIDE. E.ACH CONTROLLER. ANNUAL INSPE.CTJON SHALL , INCLUDE.: A COMPLETE. INSPE.CTION THAT WILL COVE.R A..:.1 OF THE. DISTRICT FINAL /NSPE.CTION. ' ' ' ' 1 • ' • PACIFIC OCEAN NOT TO SCALE CITY OF VISTA CITY OF ENCINITAS VICINITY MAP APPROVED FOR IRRIGATION AND PLANTING ONLY. INCLUDING PRECISE LOCATION OF PLANTING AREA COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH LAND AND l\'A TER QUALITY DIVISION GLENN LEEKS ENVIRONMENTAL HEAL Tl-I SPECIALIST "AS BUil T" TITLE REVIEWED BY: INSPECTOR DATE DATE DATE SHEET 17 CITY OF CARLSBAD 50 PLANNING DIVISION SHEETS RE.VISIONS MUST BE. APPROVED BY PUBLIC HE.AL TH E.NGINE.E.R, CITY E.NGINE.E.R AND DISTRICT E.NGINE.E.R PRIOR TO IMPLE.ME.NTA TION IN FIE.LO. l----+---+----~~---~----4-----1--1---+----l PRIVATE (ONSITE) RECYCLED RWTS I 1----+---l--------------+---+---1...---1---l WATER SYSTEM FOR: • ROBERETSON RANCH PAS SH HANDS AFTER CONTACTING LAVESE US MANOS DESPUES DE USAR '/IASH HANDS AFlER CONTACTING LAVESE SUS ~ANOS DESf'UES DE USAR CARLSBAD MUNICIPAL WATER DISTRICT DEVELOPERS NAME: SHAPELL PROPERTIES SENIOR. APARTMENTS 12" X 36" SIZE 1" BLACK LETTERS 2" BLACK LETTERS . I 18" X 18" SIZE ADDRESS: 8383 WILSHIRE BLVD .. STE. 700 BEVERLY HILLS. CA 90211 APPROVED /~ ?·""'t-~7 .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS TYPICAL SIGNS .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS I--__.--;-:_/.'.:_~_...,,,,::__~:__=-,,/~~~~ ........... '.'.'.:~--=·=---7 1-D_A_T_E_P_L_A_N_P-RE_P_A_R_E_D_: ----4,-. .,.14 ... _..,,2..,,o ... 1-=7:------+-=OccAT=E-+~,Nc-=ITI~A~L +------~----------+-□-A-TE-1-1-NI-TI-AL-+-□-A-TE--lc-,N-1-TIA-L-llDR\\N BY: WRD . PROJECT No. ORA WING No. . \ ~ TELEPHONE: (323) 655-7330 f-----+---+-------------+---+---l--+---J__P..,,LA,....N_NI_N_G ____ -.-----~--DA_TE_--1 i, Date: l ll 19 DISTRICT ENGINEER A BY: M!S DESIGN GROUP, INC. ENGINEER OF '/IORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHCKD BY: MJS $DP 14-08 480-3N I I i 1' ., ' i : I : Ii• Ir .. ' ' ,I" ',, ! i I ' i I . '' I ; I, '' ! l I I ,1 ! : '' '' 'i I, I: ! : '' '' ' '' ' ' i ,, ' : ' ' . ' ' ' i: I ! I -I I I I I I I ' -, I I 'I •. :,•j ii::·__;,_ I 1~ •' I- l'I • ' I 11 1, I ; ~i:-w-·--- C-':~ . ·--·-= ·- I I • I I I I I I I 1111 Ill 111 ------- ¾ - THIS DESIGN IS DIAGRAMMATIC. ANY EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY, AND IS TO BE . INSTALLED WITHIN PLANTED AREAS WHEREVER POSSIBLE. MATCHLINE -SEE SHEET Ll.3 -1-_1_1_,_,_1_,_ ¾ I ! :2½, I \ ¾ u \ ' ,, ______ _ . ,- u • ¾ -- ------ I I I I I I I I I I I I I I I W,Q.M.P I BASIN I -, I I 1¼1 I . I I 1 " ) I I \ u ,, -,.::: _ ... --/~" ,, , , , ii~,~ 1J i --/r •.. >..._ , .i;,o1, llil /. ;~-~4_B_o_-_3L~s-ha_l~I _be~re_p~la_c_e_d_i~n~k-in_d_c-~•-1\ ',, ', , I , I • I GAGE DRIVE WHENEVER ANY ITEM OF "DISTRIBUTION & CONTROL EQUIPMENT" IS SIZED SMALLER THAN THE MAIN LINE OR LATERAL LINE PIPING ON WHICH IT IS PLACED, THE REDUCTION IN PIPE SIZE SHALL ONLY OCCUR AT THE THREADED FITTING WHICH ADAPTS THE PIPE TO THE PIECE OF EQUIPMENT. NOTE: THOUGH ALL SLEEVES MAY NOT BE GRAPHICALLY INDICATED ON THESE PLANS, THE CONTRACTOR SHALL INSTALL ALL MAIN LINES, LATERAL LINES, AND WIRING UNDER SIDEWALKS - AND OTHER PAVING IN SCH. 40 SLEEVES PER THE LEGEND, DETAILS, AND SPECIFICATIONS. " ~~~~~._.[_]_. -1 ' I KEY MAP I I I I I I I I I I I NORTH 0 5' ID' 20' SCALE: I" = IO' . IRRIGATION LEGEND UNDERGROUND BUBBLERS RAIN BIRD RWS·B·C-1401-P w/ RWS SOCK & PURPLE GRATE BUBBlER REMARKS SYMBOL OESCRIPllON NOlll.E I GPM EACH SYMBOL PEPRESEKT13 I TREE & 2 'RWS' iiYSILMS lj7 PRE-ASSEMBLED DEEP ROOTWAfERIIIG SYSTEM 1,401 I 0.25 (eaoh) INSTALL2 'RWS SYSTEMS FOR EACH TREE SYMBOL OVERHEAD IRRIGATION AAIII BIRD RD-12-S-P45-f-NP VAN Q H f 45 PSI NOZ2LE OESCRIPllON I COLOR I RADIUS 45•-270" I GPM 90" I GPM 180"1 GPM 380"1 GPM OETAll Rl3-i8SERIES ROTARY MOZZLE I BLACK I 13' · U' . 'II( 1.5 ¥ 0,5 ..., 1.0 T 2,0 F-11 . ::c,mie RAIN BIRD 5000 Plus series C MPR-25 {RED) MATCHED PRECIPITI\TION IJATE NOZZLES ROTOR MODEL NO, RADIUS I a I GPM RADIUS I T I GPM RADIUS I H I GPM RADIUS I F I GPM 3HRlll 50~JS +PC-8\M-R-NP 19-25' © 1.0 19 -25' 0 . 1.4 19-25' © 2.0 19-25' 0 3.3 RAIN BIRD 5000 Plus series MPR-30 (GREEN) MI\TCHED PRECIPITI\TION RATE NOZZLES ROlOR MODEL NO. RAOIUS I U I GPM RADIUS I T I GPM RAOIUS I H I GPM RADIUS I F I GPM SHRLll 5COOS+ PC-SAM·H •NP 23-W, © 1.4 23 -30' © 1 .. 9 23 • 30' ® 3.0 23 • JO' 0 5.3 RAIN BIRD 5000 Plus series MPR-35 (BEIGE) MATCHED PRECIPITATION RATE NOZZLES ROlOR MODEL NO. RADIUS I 0 I GPM RADIUS I T • GPM RAOIUS I H I GPM RADIUS I F I GPM SHRLll • 5000S+PG-SAM-R-NP 27 -35 ® 1.9 27 -35' © 2.5 27 • 35" 0 3.8 27 -35' ~ 7.6 . DRIP IRRIGATION . . SYM80L MFR, MODEL HUMBER I 'COLOR DESCRIPTION EMITTERS G?H. I GPMc I PSl. !ORO ~GP-212-E: PUc!PLE. o~2'1L'O ?RESSURE. GIJMP. CR!PLINE. w/ ROOTGUAP.D 12" 0.2. I 0.5'.J GHL I Q.03/ FlfJ' I 15 -30 /_FACTOB't PRE-ASSEMB!..i:D_l ' INSTALL Rm\"S AT 12" O,C.1HRCUGHOU' ;"l,ti!' i1REAS INSTALL GR!PI INE 4" B!:;_ow f!NISH GR11.DC !N TlJR;:: 1\R::N:i TORO RSP-413-E PURPLE DL20GO PFE%URE G%iP. DRlPLNE w/ ROOTGUARU 1 .3" O.C'. I f,02 GPH. I l F !J°'i" I • 'J' c•~ b-6C I (_FACTORY PRE-ASSEMBLED) INSTALL ROWS AT 13· O.C, HYlGl,SHGUTSHfHJS.ARE.AS !NS.TA! L DRIFLINI: e.· 5h011VF!tJ!Sl113RADi: !N SHRUBS AREA:/ fflllJ TORO IRGP·-i1_ 8-~ PURP:.E 0'_20GO PRESSURE GQMP. DRtfJUNE w,' ROOTGUARO hi" O.C. L;2 G~:-i. I 11" ·1<·n, I 1 :J -')(! • '-I J- ·1_r;\G'f0RY PRE-A2-SEMBU:D1 INST ALL DRtf:JNE 6" 8Ec..61t:· FiNISH GPJ\OE iN SHRUBS AF:~AS TORO 1-EHP1645 '?IJHPlE BLUE STRIPE BLA.MK DRlPUNE TUa!NG USE AS r,crnE[! FOR A!RVACUUM REUEF s_AI ::::P.Al UN:'S 0 fGHIJ T-F!\M15 "UjC-CLC" fll,'0 TO I.1Ri?UNE fMlE AOAPH:F\ 1{2" M!PT x DHIPUNi: TC:=!O T FfFH3 'LCJC E2E'' PVC 10 ORi?U~E NJAPTER EE 112" RPT x OR!F'UNE x DRIPUfJ:: M KHIJU iiH*J!:i. B~G-5 SCH. 40 f'\."_:; SPRl~~G GH~D/\ '.'ALVE \SUf' x SUP) UNf SlZE TO 2'' MAX. CHECKS 5 PSI. ;'11 FT, UF rlfAUJ !NSTMLI trJ 1!J" UIA. VALVE BOX l><1 TOKO T-Y0-5-00-34 AR VACUUM REUEFVALVf. (1,;2" MIPT) IMSTALL iN #T-FTF1B EC E~ A 5" RUUtJO VA-_1fE. £.OX Ii-TCRO T ·JCJJ16 ''lOC-tZE' MA'.~liAL F_USH CAP [,mF;__!NEx 3/4" r1IALE HOSE yr,1 GAF; FCR "::'Fl-Of""-UNt !NSTALLATIOM I FOR IN-UNE INST.Alt.ATlON. !NSTA'_L OFF SIDE OUTLET OF . -#r-rnrn iff UBIMG SHIJP.T PlECE Of D~Jh.!NE tel-(,srROV:): SCH. 40 F'.'-'C BALL VN.,.V': (THREAPEDi UM: SIZE: FOR INSTALLATION ON PVG CRlFUN[ MMJif0LD rnR MANUALLY fUJSr\!r;G OR:PUNES - (no symbol.! l1oc;o T·Ul..-.'.Wd I DISTRIBUTION & CONTROL EQUIPMENT SYMBOL MFR. MOO EL NUMBER ~ E:nvATER 20-5W-43 ~n~1.t...1:?.. ET'N-PED1 HUNTER MiNl·GUK • [lUNli:H SG-MC Im ~Rf.AT!\;£ FS!-Tl(HJOO S~NSOR EC:-!OOIOG1 [@:] FEBGD B25YA-BV BPD1 GS-.50 80'1' EP-,50 I Poe I EATON 72 GRSWOlJ 223Q£ (no1111alt'; !":!o &00,8pOX'_.J CD.sl.!Kl) tRSWJLD 2-2/v\ IEI t·Ji2C'.j T-530 I RAftJ B-RO Fl:SB--R T rl.AJ/'J B,RD ?ESB-R El il.!fN B'.RD flESB-fl. TOSO l"-ALfOibU-l 8CJNf!\JGER FRL-4G 0 RA!N B1RD :FES8-R TOc\O T-fa.lfD10150·l SErJNHJGER PR-HF-40 0 RAiN 5Jl□ FESB·R To;:;o T -ALf01 5150-L SE'~1,lli'i3t?; PF!XF-40 Ill! TO?.O -U4-44 f\AJN 8'RD TSJ-·12 " C!--'.AMPIDN l"J.41)1 fo.M. VALVE MVB3;4 C!t.l..MPIO\·J PK-H'dl SYMBOl Mfll. MOOEL ttUMBEII --tPPP~O\ltDJ SCH. 40 PVC (PURPU:) fAPPRO\tt:J) Cl :315 P",~: l?Ll9P,E1 {Af='l='P~'JVEO j CL 2(~} PVC · l_?U?r--, Ej -~·-··~ ~-'.PPROVEOI GL 200 PVC i_?UF-Pi...EI -· • (Ar'PROVED) SC!-.. 41) PVG • • b b (APPIID~DJ_ .St;f-L 40 P\ft.:;--b-b-•• •• ti\PPROVED) SGH, ~O PW -e.-e.- SYMBOL DESCRIPTIOff §] WATER ',l~TER , u PrANT OF GON~fCTlO'.l (P.0.G,) i="OR iRRlW\1lotJ fWBlEM fill RECYCLED V'iATER lfiRK-lAT!QN CH'.JSS G(tNNEGT!Oi-! TESTSTATrnl &BYPASS J::=E £ IU:GYCi.Fl \'-;A rm S!GN -t'l)(J NO r Dllli'JK~ ~ !NDtCATES C=J.cHFiCL VAL\!f SIZE ISTA.# IMJtr.AffS GL1.'JTROLLEH Sf A flON !"iJMBf:fl ~ INJIG."1.TES F J;\"'l!~! Gi~ll(1NS PER MINUTE FOR IRRIGATION NOTES, SEE SHEET 20 .- PCP-UP OF!::R/\HON !NDIC!\TOR iNSfA'...L 1 ON E.i\.Crl CRtF'LE\C ZONE. P..T fri!: CO!-ITF:O'.... \/ALVt DE-S-CHlPTIOff REMARKS CON""(rlOLLER. AaSS:':M3LY 'A.' W' V.'1RELESS C-'.Jt-l:lECHIJt~ 48 STA. ~sMART' CDrffROLLER w,IWEh.T!-E:R.-8.<1,SED CCNTR0t PECESTA~ 1,lQUi•JT fOH SERIES 205 cmJm_JllfRE: RA!NSEN~OR INSTALL ONE FOR EACH GONTROLlER P!:B THE. MffL '.)!AINLcSS STEEL i::uAr:o fOR iliN!"GU[(SENSOR IMS.TALL CN OUTSIDE Of CIJNTR:JLL.ER ENCLOSURE f'_OW SENSOR Ill SCH. 40 PVC TEE (GLIPX Sl.lP) 1 ", 240 PSL MAX., :J %-5? (~PM. FL QW iMSTAf.l !N SEPARATE 12'•x 18" VAL'.'f BOX· ?1IA.'N UNE SftALL BE l DIA FOR 1 O" UPSTREAM & 5" CO'/,i1l3TR:::M,1 OF Tff R:DU)EO PRE8Sl-f\E BAQKF:...OWPHEVCN!Ei\ 3/4'' '·GIJAROSHACK" BACKFLCW H[:LOSURE FOREST GREEN; JI)" L, 1cr H,, 10" i\', (!~JS'.DE DIMENSIIJ!ln) "GUARDSHACK'' PRE-FORMED SUPPC-RT BASE INST ALL ONE FOR EACH MGt<FLDW?REVENTER i=t,lO! 05URE CAST \RON BASKET STRA1ME.R (THREJ.QED) 1-1:2' PRESSURE REDUCING MASfER VALVE {Hl-1!:'5-PSL) 1-1,'2', SETTlrJGS NOTED WATER PR~SSURE GAUGE KIT Rft,101,'c SCHRADFR VALVE & fli::PL<i:OE W/ KlT BRONZE BALL VALVE (THREADED} I !NE S\ZE, TOH" M/l.X. EU::c.:·1;::m GONTRO'--VALVE SIZES NOTED, v,_1 flOI.A.1 GGNTRCIL FOR 9ECVGL':J 1NATER TREE 6U58LER ZONE CONTROL VAJ VE 1 ·•, w:' A.. OW CONTROL, fOR RECYCLED \\1A n::; DRIP ZONE CONTROL 1/AL 1/E w/ FILTER & EESULATOR: 1". '<•;' fl_OW CGNTR:DL, fOR EE CYCLED WATEF: D:SG Y-FIL TEA -3/4", !-50 'MESH, 0 · 25 GP1~1. PRESSURE REGIJ-...ATGR 40 PSI. @0.1 -8 GPM., ::✓4' flfTT D?W ZONE CijNfHOL VALV': i~\' FLTER &RESULAHJt 1-1/~", wf fLO'/JGONTROL, FOR HCIJ{GLc[1'!:?-.-:-t9 o:s~ Y,FILTER 1", 150MESH,0-·35GPM. PRES:si.JRE REGUlJ\TOR 40 PSt.@ 10 -32 GPM., 1-1,h-l-' fiPTx 1" flF'T D1'ifP ZONE GDNTRDL VALVE w/fl:..TER & REGULt\TVR: 1-112", w/ FLOW CDNTROL, :'OF. R'.:GYG!...tDWATER D,SO Y-FJLTEH 1-1_12", 1:5-0 MESH,(• -8/; Glljl,j PRt5S11RF Rt.GULATCR 40 PSL @20..-J.5-G~A .• 3" Sl tP QLlCK-GOUPLING VN .. VE w_:PURPLE RUeBER COVER FOR RECYCLED WATER·,'. ACME THREADS, LG.::KI/\G COliER PRE-ASSi:Mtll.EJ SWHJG JOINT 1"(MIPTxMIPT/; 12'L. GARDEN VALVE fHUOC !:!H:!D) w,' WriCEL HANC'LE 3,'4" RPf x 3/--1" HOSi:: HJ$~ 3!813 VAGWM BREAKrn 3/4'' f"K./be, Irsr ALL ONE ON EA.GH f_)fll{Jt;N 1JAL\•E W1SE 8!mJLOCK 3."I" HOSf::, INSTALL ONE ON E.:a.cH GARJFtJ w,:...vt DESCIIIPTION REMARKS PP.ES SURE MAIN LfflE (REDYGL[D WATER SOURCE), FOR U!lOERGROU:~D.!fjSTALLAT!0'>l 1-1,.2" DIAME rrn AMJ ~MALlEH SIIESNOTED 2·' CIAMETER TO 3" DIAMETER SIZES NOTED NON-PRESSURE; ATFV\l_ t JNI= \RECYCLED SOUf\rJE) FOR U~JDERGF.OU\O INSTAl.lATlrJN; sip=s fE:FJ (3<'4' MU'J.) NDN-PBES~URE U\TERAL UNE iRECYCLED SOURCE) FOR TREE 8!JB&.ER UHERAL LINES: .S\Zt:S NOT::G f.3/4" M!!·L.1 /,lAJl :..!NE ML:.'Oi-l LA TErlA'_ L<NE SL Wk FIPE OJAMEfHl AS rnJJl_:[) IN EAGH Si...i::E\IE SYMHGi, ori PLAN LATrP.AL LINE !..iL~E\'E SIZ~: 1\NO HMES I HE SIZE OF THE UNt Bti'.\G S.'._HVED LOW VOt Tf\G:'. CDNTROl 'N!RE SLEEVE PIPE otAMETER AS MOTED IM EAGY SLEEVE SYMBGl_ Oi~ PLAN Rl:MARKS 1-1/2'' RECYCLED WATER METtR {BY OTHERS) ' (WATER METERS ARE INSTALLED UNDER SEPAAi\TE CONTRACT PER ThE STREF am!/c,E WATER IMPR!JVEMFIT PLANS; GQNNECT TU OUTlET Ct-WA rrn l:1E fEH. M'.:TER LOCA"[lUNSARE APPROX!MATE --!FiR!GA TW!'J ~lJN!f_if,~ll~i}I IALL 1/EHIFY IN THE Fll:I._D. iNSTALl ?ER AGE:.JCYSTD. DH AILS !J_3lNCii-\GENGY-APPR.O\iED COMPONENTS & MAER!fit.S l'l'.H AJ. A fOTAL CF S:X (6/ %3NS. WHERE lNOICATE_D ON THE Fl.ANS All VALVE BOXES FOR 01S TRIBUTIOK & CONTROL EQUIPMENTSHAll HAVE PURPLHIDS. 20-90 PSI OETAll f-53 45 PSI DETAIL F-15 45 PSI DETAIL f-15 45 PSI DETAIi. f-15 . DETAtL H-12.H-13 iH ~-12. r'.-13 H Sl PER MFR. H-12 >-! 1-3, H-31 !+14, H-31 H-17, r-31 C-::i ---- C ' " DETAIL 6-10 ?i-2!, C-43 C-21J, G-3!:' C-13 A-21. U-1J C-13,D-1 A-2"1, E-10 A-2!, r-10 A-21, E-13 A-21, E-1:J A21.t-13 D-11 f:-1 i 0-1/ . J-17 DETAIL A-1.A-5.A·o A-1 A-I A-3 A" ·a A-3, A-20 DETAIL - 'NAS'hR-C-4 %1V\D VJ-:!/J- A-50 " 41{!.j, DATE PREPARED, I S,HE8ET I ITY OF ARL BAD I SHSEEOTS I l----+----t--------+---1---t---'---+----.I PLANNING DIVISION 1----+-----+-,--------+----+----+----f----l MJSDesign Group" Landscape Arch1tecture + Planning+ Design ROBERTSON RANCH PA 8 -SENIOR APARTMENTS IRRIGATION PLAN l-----t--------,f-------+---+----+---+----11 APPROVED: ti&l 9-8\._.i;i;\: _ PLANNING ,__D_A_TE_~I_NI_T_IA_L___, REVIS ION DESCRIPTION ENGINEER OF WORK DATE INITIAL DATE INITIAL OTHERAPPROVA CITY APPROVAL OWN BY: . WRD CHKD BY: ___ _ RVWD: PROJECT NO: SDP 14-08 LI.I t;.4.11 1· DATE _ DRAWING NO: 480-3N "':7~ 'i : I ! . ' ! I ' . I ! ! ' ! I• ' ! '. Ii I I ' i I I ' I I ' . • _,~ ·-1- .. =:.,,«"':·.:/ ( . ' ' ., :t 0 1" I i L.,,w 1" W.Q.M.P BASIN W.Q.M.P BASIN 1 " =-v-•~-=v< v< ·'¾ . 1¼ 1¼. ¾ I \1.\. . .-\ i....·......-u ·' MATCHLINE -SEE SHEET Ll.4 ' ·. , ,,.,,-.• ---,~-· -:·:~----,~ :: . _l ~ '"""""""j I [0 ,-· .. ... -- --111 II iJ .. . . . . ........... ····j· yc:=rc· ... , LJ :1 j I . ... 1=····· .. ~···· 1~ ::::=:;;=::'; I i i .. . JI!. ::1., .. I ! ■I I 1 " • ¾ : ' a --Jl!.lL ~ F-11 , ...... :~.". .. 7· ~ii~ ;_~;~· ~ .,,~=~=·~--~--~-~··:·~-·:J· ~~~~==· =~=·-~-~-=~;·t; ··-~-~ -~=·-~·=·~--~-~-~:t~-=-=~~-~~=·=~·~·-~=··~~=~-==e)il::'-1'"1HllFl1¼ ... ;'7 -.~-- 1 -,-4--,..:.:.,_ ., "T" IWT IWT .--,-, ·,-,-~ _,, v_ V 1 j 11--~f--.---l I I 1½ ' 1½ ■ ... 111--~f--.---ll : lf----'--+----10 : ,~, (I < :: I f--->--1"., ,M j 1J ··················11 !!! 1 .., I ii '' 1:J-··-.,...-,/ ! ,1 !lj 11: W' ···," 'a !If • • , IJ.: ""-, ~ -r~i, .~.'1 · ·)// Iii ii' ~rr-11~'··11 J ,, 11L_-_···_·····_·····_· 11! ~ '" ·• r, . !' . .. -. . i!i .. ... ·1! II I ( I ... I I . . ,· ·; ! ____ Ji---·-. .i 171 I '··· ,, ' ' • 11 1¼ Ii --.-...:~'i •. __ M ----- --------1w·1----: ATION WATER METER REF. NO.: 'A' RECYCLED SERVICE LINE SIZE••: 2" I WATER METER SIZE ••: . 1 ½" (** PER STREET and/or WATER IMPROVEMENT PLANS) METER ADDRESS: GAGE DRIVE GAGE DRIVE METER STATION POINT: 12+35.71 GAGE DRIVE EXISTING WATER PRESSURE: . MINIMUM OPERATING PRESSURE: PEAK IRRIGATION DEMAND: 113 PSI. 66 PSI. 38 GPM. FOR IRRIGATION LEGEND, SEE SHEET 18 FOR IRRIGATION NOTES, SEE SHEET 20 ' -', ,' '•-. FRICTION LOSS CALCULA TIOW WATER METER REF. NO.: VALVE STATION NO.: HEAD i BUBBLER/ EMITTER ADV LATERAL LINE & FITTINGS PRESSURE REGULATOR FILTER MIN. RCV PRV DIFFERENTIAL CONTROL VALVE PRESSURE MAIN LINE FLOW SENSOR PRESSURE REDUCER BACKFLOW PREVENTER STRAINER I FILTER WATER METER SERVICE LINE ELEVATION DIFFERENCE CONTINGENCY MINIMUM PSI. REQ'D. (EXISTING PSI.) RESIDUAL PSI. A A-17 40.00 2.03 t.10 3.55 2.92 0.17 1.80 1.49 2.40 0.27 5.20 3.05 63.98 -113.00 49.02 F"•CTION LOSS CALCULATION WATER METER REF.NO.: A VALVE STATION NO.: A-22 HEAD I BUBBLER/ EMITTER ADV LATERAL LINE & FITTINGS PRESSURE REGULA TOR FILTER MIN. RCV PRV DIFFERENTIAL CONTROL VALVE PRESSURE MAIN LINE FLOW SENSOR PRESSURE REDUCER BACKFLOW PREVENTER STRAINER I FILTER WATER METER SERVICE LINE ·, ELEVATION DIFFERENCE CONTINGENCY MINIMUM PSI. REQ'D. (E)(JSTING PSI.) RESIDUAL PSI. 3-110 16 40.00 1.64 1.10 3.55 1. 71 0.17 1.80 1.49 2.40 0.27 4.76 2.94 61Jl3 -113.00 51. 17 FRICTION I.OSI CALCULATION WATER METER REF. NO.: VALVE STATION NO.: HEAD / BUBBLER I EMITTER ADV LATERAL LINE & FITTINGS PRESSURE REGULA TOR FILTER MIN. RCV PRV DIFFERENTIAL CONTROL VALVE PRESSURE MAIN LINE FLOW SENSOR PRESSURE REDUCER BACKFLOW PREVENTER STRAINER i Fil TER WATER METER SERVICE LINE ELEVATION DIFFERENCE CONTINGENCY MINIMUM PSI. REO'D. (E)(JSTING PS I. I RESIDUAL PSI. A A-37 45.00 1.31 3.52 4.61 0:18 2.16 1.68 3.00 0.31 1.30 3.15 66.22 -113.00 46.78 11/," PRESSURE-REDUCING MASTER VALVE: SET TO 59 PSI WHEN ZONE A-37 IS OPERATING. _,.--,lwATER METER 'A' I DATE PREPARED: I l-----+----+--~---+---l---+--+----11 S,HE9ET I ITY OF ARL BAD I SHEETS I PLANNING DIVISION . 50 :=R:::::O~B::::::E~R::::::T:::::SO:;::N=;RA=N=;C::H:::::P=A:::::8=-::::::sE;:N:::l=o=R=A:::::PA=R::::T:::M:..,E:::N::::T=s~ 1 J / KEY MAP NORTH 0 5' 10' SCALE: I"= 10' 20' MJSDesign Group'" DATE INITIAL REVISION Landscape Arch1teclure +Planning+ Design ENGINEER OF WORK DESCRIPTION DATE INITIAL DATE INITIAL OTHERAPPROVA CITY APPROVAL IRRIGATION PLAN OWN BY:_~W~R~D_ PROJECT NO: CHKDBY: __ _ RVWD: SDP 14-08 Ll.2 DRAWING NO: 480-3N : ' I • ' , , ' 11 ' . ' , ' . i . I . ,. , ,· " , I. , ' i . ' ,. , I , I ' ' ' i , i I I, I· i I ,. I ,- I I I I I I I I I I I I I I "<I'" I ..J - I-I w w I I V'l w I w V'l wl z MATCHLINE -SEE SHEET Ll.5 _,_I_I __ I_I_I_I w I I ---------.: 1 ''. I I ¾ 1- \ l I I 1 " { lW ! I I 1¼ =:i 4-4-4-4 I Q __ -,-•-"=t~-•••\\~=~~..\dbL::;.::.::;;:..:·.;::.;..· ....:r~~! ~~ LI I I I I r I I I I I -- I,. I I I ¾ ' . \ T -I J -I --I • 1" -- "--,,1!4 LJI.MI-"-----.<~/ : I_I_I_I_I __ I_I_ MATCHLINE -SEE SHEET LI. I , I KEY MAP Landsc;aping shall be installed to fill in up to landscaping provided per DWG 480-3L. \ \ . ' t . ' 1-1- 0 5' .10' NORTH ·. SCALE: I"= 10' \ 20' IRRIGATION NOTES 1. INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND/OR AS STATED IN THE WRITTEN SPECIFICATIONS PREPARED BY THE LANDSCAPE ARCHITECT AND MANUFACTURER. 2. THIS DESIGN IS DIAGRAMMATIC. ANY EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY, AND IS TO BE INSTALLED WITHIN PLANTED AREAS WHEREVER POSSIBLE 3. · THE IRRIGATION CONTRACTOR SHALL NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS INDICATED ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS . OR GRADE DIFFERENCES EXIST THAT WERE NOT KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE, OR THE LANDSCAPE ARCHITECT, OTHERWISE THE IRRIGATION CONTRACTOR SHALL ASSUME FULL . RESPONSIBILITY FOR ANY NECESSARY REVISIONS. 4. THE SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE SHOWN AT EACH POINT OF CONNECTION. THE IRRIGATION CONTRACTOR SHALL VERIFY ALL PRESSURES ON SITE PRIOR TO COMMENCING WITH THE INSTALLATION OF THE IRRIGATION SYSTEM. 5. FINAL LOCATION OF AUTOMATIC CONTROLLER TO BE DETERMINED BY THE OWNER'S AUTHORIZED REPRESENTATIVE AND/OR THE LANDSCAPE ARCHITECT. '; 6. 117 VOLT 60HZ SINGLE PHASE ELECTRICAL POWER OUTLET FOR THE IRRIGATION CONTROLLER IS TO BE PROVIDED BY THE OWNER/DEVELOPER. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING THE HOOK-UP FROM THE POWER OUTLET TO THE CONTROLLER. 7. ALL WIRE FROM THE CONTROLLER TO THE ELECTRIC CONTROL VALVES SHALL BE #14 AWG-UF DIRECT BURIAL COPPER WIRE. PILOT WIRES SHALL BE COLOR CODED BY CONTROLLER AND COMMON GROUND WIRES SHALL BE WHITE WITH IDENTIFYING COLOR STRIPE CODED FOR EACH CONTROLLER. CONTRACTOR SHALL INSTALL (1) EXTRA COLOR CODED COMMON AND (1) EXTRA PILOT WIRE FROM THE CONTROLLER TO THE FARTHEST VALVE(S) FOR FUTURE USE. INSTALL IN COMMON TRENCH WITH MAIN LINE PIPING WHEREVER POSSIBLE. FASTEN WIRES TO UNDERSIDE OF MAIN LINE WITH NYLON WIRE TIES AT 10 FT. INTERVALS. PROVIDE A MINIMUM OF 18" OF COVER WHEN NOT ADJACENT TO MAIN LINE. 8. ALL WIRE CONNECTIONS SHALL BE MADE IN VALVE BOXES WITH APPROVED WATERPROOF WIRE CONNECTORS: WIRE SPLICES WILL NOT BE PERMITTED UNLESS APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. OR THE LANDSCAPE ARCHITECT. WIRE SPLICES SHALL BE LOCATED ON RECORD DRAWINGS AS PER SPECIFICATIONS. . '9 .. PROVIDE A MINIMUM OF 24" OF COVER OVER ALL PRESSURE MAIN LINE PIPING 3''AND LARGER, 18" OF COVER OVER ALL OTHER PRESSURE MAIN LINE PIPING, AND 12" OVER ALL NON-PRESSURE .LATERAL LINE PIPING. PROVIDE A MINIMUM OF 36" COVER OVER ALL SLEEVES UNDER STREETS AND VEHICULAR TRAFFIC AREAS. ALL MAIN LINE PIPING UNDER PAVED AREAS SHALL BE INSTALLED IN SCH. 40 PVC SLEEVES. ALL SLEEVES SHALL BE INSTALLED UNDER PAVED AREAS PRIOR TO PAVING. 10. THE IRRIGATION CONTRACTOR SHALL FLUSH ALL LINES AND ADJUST ALL HEADS FOR MAXIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO ALL WALKS, WALLS, FENCES. DRIVES, AND BUILDINGS AS MUCH AS POSSIBLE. THIS WORK SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT ANY EXISTING SITE CONDITIONS. 11. CHECK VALVES SHALL BE INSTALLED AS REQUIRED TO_PREVENT ALL LOW HEAD DRAINAGE . 12. UPON COMPLETION OF THE JOB, THE CONTRACTOR IS TO PROVIDE THE OWNER WITH A SEPIA MYLAR OF THE RECORD IRRIGATION PLANS. 13. THE SYSTEM SHALL BE FULLY GUARANTEED FOR A PERIOD OF ONE YEAR. ANY DEFECTIVE MATERIAL OR POOR WORKMANSHIP SHALL BE REPLACED OR CORRECTED BY THE IRRIGATION CONTRACTOR AT NO COST TO THE OWNER(S). · DRIPLINE INSTALLATION NOTES 1. ALL DRIPLINE, FITTINGS, FILTERS, PRESSURE REGULATORS, AIR VACUUM RELIEF VALVES, AND FLUSH VALVES SHALL BE FURNISHED BY THE MANUFACTURER LISTED IN THE LEGEND; AND SHALL BE INSTALLED AS PER THE LEGEND, THE DETAILS, AND THE MANUF_ACTURERS' ,RECOMMENDATIONS. NO SUBSTITUTIONS WILL BE ACCEPTED. 2. DRIPLINE SHALL GENERALLY BE LAID OUT AS FOLLOWS: A. DRIPLINE IS INSTALLED AROUND THE ENTIRE EDGE OF THE AREA TO BE IRRIGATED. (1) DISTANCES FROM THE EDGE OF THE IRRIGATED AREA ARE: (a) 2-4" NEXT TO ASPHALT, CONCRETE PAVING, OR "HARDSCAPE". (b) 2-4" OUTSIDE OF UN CONTAINED LANDSCAPES. (2) AT CORNERS, THE DRIPLINE MAY BE CURVED, DOWN TO A MINIMUM RADIUS OF 15 INCHES. FOR CORNERS SHARPER THAN THIS, ELBOWS (OR TEES, AS APPLICABLE) SHALL BE USED. B. DRIPLINE IS INSTALLED THROUGHOUT THE ENTIRE AREA TO BE IRRIGATED, AND IS CONNECTED WITH TEES TO THE DRIPLINE LAID AROUND THE EDGE. (1) ON FLAT GROUND (LESS THAN 3%): (a) DRIPLINE SHALL GENERALLY RUN PARALLEL TO THE LONGEST SIDE OF THE AREA TO BE IRRIGATED. (b) DRIPLINES SHALL BE EVENLY SPACED AT A DISTANCE NOT TO EXCEED THE ON-CENTER (O.C.) SPACING INDICATED IN THE LEGEND. (2) ON SLOPES (3% OR STEEPER): (a) DRIPLINE SHALL GENERALLY RUN PARALLEL TO CONTOUR LINES, NOT UP AND DOWN THE SLOPE. (b) DRIPLINES SHALL BE SPACED AT 125% OF ON-CENTER SPACING ON THE LOWER ONE-THIRD OF THE SLOPE .. C. THE RESULTING GRID OF DRIPLINE SHALL BE A "CLOSED LOOP" SYSTEM, EXCEPT IN NARROW AREAS WHICH ARE ONLY WIDE ENOUGH FOR ONE DRIPLINE. 3. ON LOOPED DRIPLINE SYSTEMS WITH A SINGLE POINT OF SUPPLY. THE SUPPLY CONNECTION SHALL BE MADE ON THE PERIMETER OF THE LOOP, AND THE CONNECTION SHALL BE LOCATED .. ON THE OPPOSITE SIDE OF THE LOOP FROM THE FLUSH VALVE. . 4. THE IRRIGATION CONTRACTOR SHALL THOROUGHLY FLUSH ALL LATERALS AND DRIPLINES PRIOR TO INSTALLATION OF FLUSH VALVES AND AIR VACUUM RELIEF VALVES. . ' 5. LOCATION OF FLUSH VALVES ON THE PLANS1S DIAGRAMMATIC ONLY. FLUSH VALVES SHALL BE LOCATED AT THE LOWEST POINT IN ELEVATION OPPOSITE THE POINT OF SUPPLY ON LOOPED DRIPLINE SYSTEMS, AND AT THE END OF THE LINE ON SINGULAR RUNS OF DRIPLINE. 6. LOCATION OF AIR VACUUM RELIEF VALVES ON THE PLANS IS DIAGRAMMATIC ONLY. AIR VACUUM RELIEF VALVES SHALL BE LOCATED AT THE HIGHEST POINT IN ELEVATION ON LOOPED OR SINGULAR DRIPLINES. FOR IRRIGATION LEGEND, SEE SHEET 18 . " . -~,-",,-,,_,1~D.,--, - MJSDesign Group. Landscape Architecture ~ Plarlrnng + Design DATE PREPARED: t---+------+-----+---+-------l----+-----II S2HEOET I ITY OF ARL BAD I SHSEOETS I PLANNING DIVISION DATE INITIAL REVISION ENGINEER OF WORK DESCRIPTION , DATE , INITIAL DATE INITIAL OTHER APPROVA CITY APPROVAL ROBERTSON RANCH PA 8 -SENIOR APARTMENTS IRRIGATION PLAN APPROVED. /,;,,' .t.\ /7<:e.X.., c.~ -ti \..J.a)j\: PLANNING DWN BY: WRD PROJECT NO: CHKDBY: ___ _ RVWD: SDP 14-08 Ll.3 DRAWING NO: 480-3N . ' " I I I i ,, ' ' ! ; i, - - ----------------- :, F I L_ I ..... - -·--'-"'---'--L _ __J ,,___ i! ,_ . ,_,_ ••1- > u <( co 0 ·, u iZ -::----:-. "" 0 '--<-.... -----------------------------------------------------------------,-----------;--------------------------------------- I f-t--2½ I c--'¾ I .~ I ~ . ' ¾ 1¼ 1¼ ! j j . I j 1 J j I i r.:v ! i-< i l l rw ' J j ··-· ........ ---------i -----------------I ' I I._;_. J ~~--iii I '"jf: ·-t'l! l l ! '' .. JL ... !' '.YJ i i! j jH-+-11--++-11( .---.. --,·1,1= .. l-= .. l="==.~""·1 ===--=-=.· ']= I I] , --l : , I I 1 , I I I , ■ I I APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ·----F----11~-= ~-7-----"·• ! ' " ,, ,__Jf' -"H . !! ---...... '!I ~1" . ,., ::·:'f;r-'''' --- IJ TITLE ________ _ REVIEWED BY: INSPECTOR ' ii I i'--··---·-.J . . ..... . . ' ' I 11 "' ,. If ,, ,_ r: --______ , j' ___ -------,-c-cJII ····----~i ,.: .. : ... •. I DATE DATE KEY MAP ''" --- I~ I I I I ¾,__h I ' ii 1 " " 7 --------¾ "" , .. ,., NORTH I ■ I 11 0 _I_I_ I •■ I 1111111 1 I -; I -·••1\171_1_1_1~ [ ' ' \I \ \/ I --t---.-----,r-----<-+-+----t-----+-- .--+-------+---\,------H-t-------r+-/---+--------+--''--f----+'----•,~----t-++---'-1-----+---+-J -f----+-------1-----------1-------'r---+-- / cl-~-+-+-+-+\!--,--,-----+-+\, If---------- I I I I I I I I I I I I I S' / .. / / -POTABLE WATER METER, "SERVICE LINE & BACKFLOW PREVENTER FOR THE BUILDING (BY OTHERS) / / ·-- ---------~--+---,--------- I 1¼,-J~ ·········--······-·· I ~~'._r_-__ -_ -.. -.--. ------1~~-r-~---__ -__ -_ ,°'~1---, ____ ·,.: / ' ----, ------■ I - I I I I I I I I I \ ·············-····------'-~,----~-~------------------~ i--------t-------t~/--,~/----+-----t----+1---+----~· FOR IRRIGATION LEGEND, SEE SHEET 18 ■I I ■■ I I ■ ' -I I ■ I -1 ■■1-1 V,/■-1--1-1 ■■·1-: ~ I FOR IRRIGATION NOTES, SEE SHEET 20 10' 20' DATE PREPARED: I S2HE1ET I ITY OF ARL BAD I SHSEEOTS I i-----i-----i--------t~--f-----+---+----1 PLANNING DIVISION t-----t-----t-~------+---1-----+----+---I ROBERTSON RANCH PA 8-SENIOR APARTMENTS IRRIGATION PLAN Ll.4 i---------t------1------+---t-----+----1------11-AP __ P __ R __ ov __ E __ D __ : ~/~~---~---=.--C:--=t_._-~tl=\=-,Q~-;-tr_.._____ "5-""l .\., I _ PLANNING DATE . DATE INITIAL REVISION DATE INITIAL DATE INITIAL PROJECT NO· DRAWING NO: SCALE: I"= 10' MJSDesign Group., Landscape Architecture+ Pie.inning+ Design ENGINEER OF WORK DESCRIPTION OTHER APPROVA CITY APPROVAL DWN BY:_~W=R=D- CHKD BY: __ ~ RVWD: SOP 14-08 480-3N -----I -1" w z --' f--0 --' >-t;, w "-0~~D 0 ) "" "-1" --' ----- + -,i .. MATCHLINE -SEE SHEET Ll.6 -I ~~~.-:::~•J _I_ I_ I_ I_ I_ I '._I _I_ -' -~-' >--'""t--c::.__----------(U >---t-..... ---~Q l--+---, 17"'~----(P ----------. 1¼ ¾ ~-.ca..-. --__ ./. -. ·-----~ l~ -------1" H i j ) ¾" POTABLE WATER LINE FOR THE COMMUNITY GARDEN (BY OTHERS - REFER TO SHEET P-1.2.11 OF THE APARTMENT PLUMBING PLANS) ¾ 1+--c<~-----lV ,-----rr~ --:·-:-·--· . -1:1- . I •."·,, .. , ----~ fl" f I I ·c;, : ¾ = _ ~--------"""'~-,,-,--,--,-c'-'c,,.,-,-"""-~'-c--'-----c--'·~---c-c--~~=-,,---=l--.--"'--_..:,,__L ___ __,_ _ _,,f--__ -=,.J ·• ts -~--~-----1:f----l l -J-__ J___ -l___ __:-_ ~-,~fi~ : J ¾ !C< @I-' } ,w 'O ¾ it91 '<!;-:·t 0 " 1½- :1~1 :i~ -_j i I I- 'L_ j:J ¾ '-----' w -'-·-' --· .... --·----· ---w ' -.__ ·-·-' .... ---'_.,_ ' ,., ',.~ . .., •=. -~ -~ ·-·-.. ·~. ~' -~-.,,..,..._,,._ .... ' .•. ·= , .. . II -·-1::--· . ¾" POTABLE WATER LINE FOR THE L . COMMUNITY GARDEN (BY OTHERS - !GIi:':""--·, -REFER TO SHEET P-1.2.11 OF THE l \ APARTMENT PLUMBING PLANS) ' I • '' ! , " , a .. ,.-,.,,.,,m, ... ,.rn .. ,""""'"lf , ..... , ,.,,. c ' i \ l.f'.::::::.1·;::~, w ~--~w. ••...•... ~ l1 -. %" REDUCED PRESSURE BACKFLOW PREVENTER I'' ' I 11 11 I / J ,I I ' 1t{:·· .. :f:}' '. '-· :fi.:,-\{.·;, ... ,; .. , ! !j; / '•,-,q i_,/ ' '· l; I I--~------,- ! \ : \ I \ \ -'l . - llllilli I -i' -,_ I -I 'ii. [',c J~I , , ~=-¾-+11--=------~.-:i-l.! 1· 1 • J I -I --I -I -I . I J; I~ I Ui.l;r-T -I WJ.'1 --I~--I--,'\_ I - MATCHLINE -SEE SHEET Ll.4 KEY MAP NORTH -_,_,_ 0 5' 10' SCALE: I"= 10' \ _I_I_I_I_,_ \ \ SLOPE PLANTING AND IRRIGATION BY LIGHTFOOT PLANNING GROUP \ Landscaping shall be installed to fill in up to landscaping provided per DWG 480-3L. \ \ ' \ -1111111 I ,_\_I_I ,_,_,_1_,_ ,_ FOR IRRIGATION LEGEND, SEE SHEET 18 FOR IRRIGATION NOTES, SEE SHEET 20 MATCHLINE -SEE SHEET Ll.3 1---M-T-EP-RE~PA_R_ED_,_+--------+---+---+---+-----IIS2HE2ETI ITY OF ARL BAD ISHEETSI PLANNING DIVISION · · 50 . ;=:::~RO~BE~R~T;:SO;;N;:;RA:::;::=;N;:Cc=;H:::;:P;:A:::;:8=-:;:s;;EN~l;:O:;:R~A:;:PA:;:R:;T;;:M::;,E~N:;T~S= 20' MJSDesign Group .. Landscape Architecture+ Plarmmg + Design IRRIGATION PLAN l----f------+--------+----+---+-----,f------1 ~ C:r-£cl\.~:\\: I APPROVED: ,::.,.~ /I PLANNING DATE INITIAL REVISION ENGINEER OF WORK DESCRIPTION . DATE INITIAL DATE INITIAL OTHER APPROVA CITY APPROVAL DWN BY WRD CHKDBY: __ _ RVWD: PROJECT NO: SDP 14-08 LLS i:; . ., -1, I DATE _ DRAWING NO: 480-3N ::;:~ \ C ' ' I I / ( \ -~✓/ / / / / / / / / / / ,, ', " / 'y / / / / Yif': .M.P ASIN / / 2" ----/ / I I I 1 1 / '.l,,li=+= 'rllla-t----a-H--,__...,(,i" --~11"-t----lt" f'f' '-:-M-i:-A~TC H LINE -SEE ~ . APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" TITLE ______ _ REVIEWED BY, INSPECTOR DATE DATE KEY MAP \ \ \ ¾ \ I I , L W 0 5' 10' . NORTH SCALE: I"= 10' \ SLOPE PLANTING AND IRRIGATION BY LIGHTFOOT PLANNING GROUP Landscaping shall be installed to fill in up 1 to landscaping provided per DWG 480-3L, • \ . FOR IRRIGATION LEGEND, SEE SHEET 18 FOR IRRIGATION NOTES, SEE SHEET 20 DATE PREPARED: I S2HE3ET I ITY OF ARL BAD I SHSEEOTS I 1---t------t-----,-,--r--,-----, PLANNING DIVISION ~--+----t------t-------ir---t--,-'1 ROBERTSON RANCH PA 8 -SENIOR APARTMENTS IRRIGATION "-" ,~ --J -1-19 :~ PLAN Ll.6 I APPROVED IM\ LT-ti\~ ,, . 9. I 71 1------t----+---------t------,--,-----,------, ~· P~LA:;:=N~Nl¢NG==;:;~==;-;:=::,;~~~===;rnD~A~TE~~, OWN BY: WRD PROJECT NO: DRAWING NO: MJSDesign Group... DATE INITIAL · REVISION Landscape Architecture -1-Planning+ Design ENGINEER OF WORK DESCRI PTIQN, DATE INITIAL DATE INITIAL OTHERAPPROVA CITY APPROVAL CHKD BY: --s D p 14-08 480.::] N . RVWD: -------------------------- 'lOT!;$: 1. FROVID!a TH':: FOLL.CV'ilNo HINIHUH C,O/l;:RA6la D!::FTHS: 12' 0/ER NON-PRESSURE • LATERAL-LINES_ 1D" OVER Mf.lN L.IN!aS ;!½" DIAM!aTlaR { SHALL.!;R. ;,4" O-/l'R Mf.lN LINC:5 3" DIAMETER. • w>-RGeR. 1D" OVEl's V'IIRE5 4 WND\JIT5, V'IHC:N NOT ;1,PJAa:NT -o H,',IN LINE5. 2. Ff.5TEN V'IIRE5 TO MAIN L.l"ES V'IITH NYL-CN f"IRE TIE5 AT 10' o.e, :3. FROVIDE V'lRE EXFANSIO'< L=FS (MIN, 1;;2" L.ON6) f.T ALL-90"CH,',N6ES IN DIRECTION. 4. ON REGYGL.ED ,'l,',.TER SYSTEMS, INSTALL. Tl'-IO (2) WNTINUOJS LAYERS OF rlARNl"6 T-"PE ,',1,.0N6 -He: FRE5'5URE i",',l'l LINE: ONE (1! LA'rc'.'<. IMMEDATEL YON TOP O!" THE HAIN LINE, AND Q'lE (1) LAYER 12' ABOVE THE MAIN LINE FINISH 6Rf.DE .... ---,.~. -.,""-~-..,,.._..--I'"""'---"----"---"ON-FRESSUR!:: LATERAL _[NE -SN,>.KE FIPE IN T'<ENCH -,+,,-,--,,--CL.EAN ElACl<FIL-1.. /SEE SPECS FOR MA TERl_"L) C.Ot"1PA:::.T TO q:)% , ',-.' / <, iii' }'-,"",-i-c,+"-.,;,...-".ECYCLIED V'IATER ,'1,',RNING TAFc'. REFER TO NOTE "4. ..._,.......,..+----FRES5LR:c MAIN LINE - SNA'<E Pl PE IN TR.ENGH PROVIDE'. ;;2" OF cu::AN BA.Cl<r=ILL CONTROL. V'IIRES -BUNDLE - < Ff.5TEN AT 10' C.G. e TYPICAL TRENCHING INSTALL ALL CONNECTOR5 FEF'-'-!ANUF'ACTlJRER'S INSTIRUCTI01',:1, APPROVED WIRE CONNECTORS MANUFACTURER SIZE OF WIRES & NUMBER &MODEL NO. per CONNECTOR SPEARS MFR. CO. #18AWG #16AWG #14AWG #12AWG #10AWG DS-100 w/ 2 or3 2 or3 2 or 3 2 or3 2 or 3 DS--300 SEALANT DS-400 2 or3 2 or 3 2 or 3 2 or 3 2 or3 DS-500 2 or 3 2 or 3 2 or 3 2 or3 Zor 3 RAIN BIRD #1SAWG #16AWG #14AWG #12AWG #10AWG DBTWC 2 or 3 2 or 3 2 or 3 2 or3 2 or3 3M SC0TCHL0K #18AWG #16AWG #14AWG #12AWG #10AWG 316-IR 2 or 3 2 or 3 (NOT APPROVED) "IRRIGATION CONNECTOR" DBY 2 or3 2 or3 2 or 3 2 (NIA) DBOIB 2 or3 2 or3 2 or 3 2 (NIA) DBRN 2 or3 2 or3 2 or 3 2 or3 2 or3 DBR (NOT APPROVED) 2 or 3 2 or 3 2 or 3 jA-21 ._Y'-I_I_R_E_co __ N_N_E_c_T_o_R ___________ ..... ,.,..:,-;;.;,,,.~ "-• FOR 24-VOL T JIIIIRING - 1. BAC<FLOV'i ENGLOSl,/R.E. 2. ElAC!<-:FLOV'i PREVENTER, 3. SECURE Ell'Cl<FLOV'I ENGLOSURE -o S~FFORT 6"6E Pl=R MFR. 5PEG. 4. FRE-fORMED BACl<FLOV'i E"GL09JR.E SUPPORT 6ASE. 9. FILL ElAS:c V'ilTlc 6RAVEL, MIN. 9/4 FULL, b, V'IATER 5ERVICE INLET PIFiN6. 1. V'IA TI:R SEF'-VICE OUTLIET FIPN6. o. f"INl51c 6P-ADE: 2" BELOV'i TOF Oi" FRE-FOF'-HED SUPPORT ElASC:. "I. INSTALL FER MANUF AC TIJl:?.E!0.'5 INSTF'J.IGTIONS. .. ·, ·, .. ·.· . 2 4 . ·-: .. , . -.... ·, :.· . -:- ";, -~ CIL~ ; , .. 1 I,. ', 6Ac.KFLOJl'l PREVENTER ENCLOSURE osc,1 C-32 t--------------------------,,.,_ ,,,,,,.1,,;,, ... _ ,/ (ON PRE-FORMED SUPPORT SASE) 1. FROVl:::E THE: FOLLOf"IING SLIEEVf TYPES < MIN. GOVERA<:a>!': DEFTH5: SCH. DO PVC, UNDER ROADS: 3t," 0/ER 5L!':E;Y!':S t," DIAMf:TER 4 SMALL.ER, 4D" OVER SLEEVES D" DIAMETER < LAR6!aR. SCH. 40 PVC, UNDeR FAYING (OTHER TI-IAN ROADS): 11;," OVER SLEEVES :,jf" Dlf.METER 4 SH,',ILLER. ;;,4' OVER SLEEVES 3' ~ 4" DIAMETER, 3b' OVER SLEEVES b" DIAMETER 4 LAR6!aR. ;;,, EXTl:ND !'LL <:,L,.i;l;VE5 A Ml", OF 1;;2" ElEYOND ioD<SES OF f-A"'.OSGAF!o. 3. ON.RECYCL!':D Y'lATER SYSTEHS, INST,',ILL TIAI::> (;;2} C-ONTlt-.UOUS LAYERS OF V'IARNIN6 TAPE ,',1,.0N6 THE PRES5URE MAIN L NC:: ONE (1) LAYER IMHED ATELY ON TOP OF THE MAIN LINE, AND ONE (') LAYER 12' ASC\1'2 TlcE HAIN LINE. ::l" HIN. LATERAL LINE SLEE\/!:: (~ZE PER PLAN) ~~¢--:--"';t--HAIN LINE SL,.!;l;\/1; (SIZE PER PLAN/ e TYPIC-AL SLEEVING M-"-006 A-3 ----------------~= 12/1/1~ NOTe5: 1. 5I6N5 5HALL se HANUF'AG7.JRED Of 0.0::)2" THICI<-ALUYINL!M SHEET OR O.ObO" THICI<-AB5 P _ASTIG. 2. THE SI6N 5HALL INC.ORF~ TE A AJRPLE BACl<oROUND V':lTI-1 1"4'-llT:c OR 6LACI< LIE---eRS AND 5YMSOL5. 5. ATTl'CH THE Sl6N TO THE F05T U5INe VANDAL-PIROOF HARDl'V>RE. 1e,"=1 ,-----+,,,,..,.,..,,,.,, .. ,..,.,..,,..-- REm'CLEu--+----;;," Hl&H LETTel"-5 le" 24" WATER INUSE =~== Wlf!Wlllf __ __ ..... ,.._ .......... _:_'L'-J:.: 12' MIN. 3"MIN. t 1" HI6H LETTe1RS FRE5SURE T'REATE-0 4"X4" Y'IOOD P05T FINl5H 6RAD':: GONC~TE P0OTINS r 50", REC.YC.LED V'iATER SIGN I A- '" .,' "DO NOT DRINK" A~v.t 1212/1!: NOTT'S, Cl ZJ\!i r;ATf!R i<!JG-IH IJeel<S-N 1. REFER TO THE MANUFAGTURER'S INSTIR'JCTIONS, INCLUDED l"ilTH THE FLOf"l 5EN50R, FOR ADDITIONAL INST.ALLA, ON R.EQJREMENTS. ;;2, USE ONLY HANUFAGTUREl"--/',FPRO/ED CADLE ElETl"eEN THE FL.Of"I SENSOR. AND THE WNTROLL::R. 3. REDIJGE THE SIZE OF THE HAIN LINE FROM THE SIZE INDIGATED ON THE PLAN9 TO THE 5AME 9IZl: AS TI-IE FLOl'I Ml':TI'R, FOi"-THE Dl9TA'!CE9 '!OTeD IN THE L1!;6END UFSTI<'.EA:-i AND =,'.NSTREAM a~ Tr-E FLOV'i HETER, AND AS 5HOl'IN 6E~l'I. 4, OP-AND THE VALVE OOX LID V'ilTH 'FS', IN LETTERS 2" Hl6-f. TYFICAL CONN!':CTION AT VIK. 10' DIA. Vp,,l_\/E30Xu.J/ LOGNN6 COVER WN TRO!.L..""1. • PVG F'-EDUGER (TYF. OF 2) Hf.5TER VALVE MAIN LINE FINISH 6RADE :":i-i. il,. , f--oi---10x MAIN LINE -l FIFE DIA SPLICE V'IIRE5 LC/ V'<ATERFRCOF CONNECTORS .. ::···· -ti:, .. L 5X ----<-l MA!N LINE PIPE DIA NO VALVES, REDUGER5, OR ELBOY'6 IN T-,I5 AREA FLOJl'l SENSOR G43sl C-43 t,,,.-------------------------.,0"'1"'2,'"m"' with MASTER VALVE ALL F'-ECYCLW V'IATeR IRl",IGATION FIFE ANO SL!':EYE:5 5HALL 6E AJ"'.PLE AND LAElELED AS 5FECIFIEP IN THE "REGUIREMENTS POR ONSITE (FF'-IVATE) RlaCYCL.E:D i"'ATeR SYSTeHS" PEI"-CITY OF CARL.fiBAD EN<SINE!aRIN6 STANDPRDS VOLUME ::l, "POT;.BLI!; AND R.EGYCLED f"IATER STANDARDS", 2004 EPITION. / 5TREET 5URFAGE 3b"HIN. COVEi"-POT A6LE NifFJ:'. LINE (Sl=E IHF""-OVEMENT FLAN5) 12" HIN. VEcl"-TIGAL SEFAF'-A TION R.EQUI= --.;,;...,__.;_ ___ REGYC,LEcD V'lAc'R ._.,.. .... ....,..,;..;;.....1 IRRl6ATION !VAIN LINE IN 5LEEVE A-5 POTABLE V'iATER LINE CROSSING A--!:>v.1 12/211!:i IQ 201" MTI:R FlloS-rl r D~6-N NOTT'S: (San Diego County) I. GONTIROLLIEF'. ENCLOSURE (PIER L.E6END}, 2. ,',IJTOMATIG IRRIGATION C.OtiTROLLIER. 3. 1;;,ov. ONl'OFF SY'llTCH A'lD :.-CI.JTLET GFCI F'-!;CEcFTACL!c. 4. TERHINAL STI<'.IP FOR LOV'i-VOL T A6E l"IIRES. S, HIN. ONC: :l'' DIA PVC GONDUIT PIER 24 V'IIR.ES; USE LON& SAEEP ELL'5. 6. D1RECT 6UR'AL GONTROL V'IIRE5 TO 24V. IRl".I6ATION VALYE:S. "J. EL.!eCTRICA.. WNDUIT (to.OT SUFFLleD) FOi"-120V. LINE FEED INTO ENCLOSURE, F-R EL.ECTI<'.IC SERVIGE PLANS AND/OR SPEGIFIG/',TIONS. e,_ 5/e," D1A. X el 6P-CI.JNDIN6 ROD WI •10 6RCI.JND V'ill"-E AND CL.AMF, q FOJRED-IN-PLl'CE CONCRETE SUPPORT BASE FOR ENCL09JRE. 10, "1IN. b" DEEF :l/4" 6RAVEL 5LEl-E)ASfe, ON GOHFACTE-0 SUS--c,F'.1-VE. 1'. SEGURE C.ONTROLLER ENC-L05URE TO SUPPOF'-T 6ASE PER '-!F'Z. SFEC. 12 . F N '=>-I <a,l"-ADE, F'<.ONT VIEV'i "J .__..,. .... 1;;2 :i:1•---:· ;;.,--,,; .... , ... ,. . .:: @f----· ,.,' _,,'. ·-·"",..",;..: ......... : .. :. __ ..... ➔1-....,;-4--1 . : .. i SLOPE <il 1/2' 1" b' ._ ................... .::=-c~...,..J.-HIN, b" :: i,,_=c:.,;,,,;...=:.,__.i.MIN. f' '----,--,,,..,- ( O' IRRIGATION CONTROLLER ~~.,' (IN A PEDESTAL ENCLOSURE) B-IQ .,_::,, 4n::<112 NOTT'S: 1. FLACE 6RAYEL PRIOR TO INST,',ILLATION OF' VALVE OOX A~D VALVE. 2. ANGLE HAIN LINE FPOM VALVE BOX TO 5PECIFIW DEPTI-1 V'iiTH 45" ELLS. :l. ALL THRE,',DED CONNECTIONS SH,',ILL BE SEALE'D DURN6 ASSEHBL Y f"IITH "FERMA.TEX 1151" PIPE .JOINT GOMPOUND, OR AFFRO-IED EGJAL, f.5 REGOMYENDE'D DY THE MANU~ACT JRER CF' THE 5EALANT. 4. 6RAN:? TYE VALVE SOX LID V'IITH 'IV' :N LETTERS 2" HIGH. HIN.10" DIA VALVE BOX 1" IN ~N ARE:AS 3" l'l PLANT AREAS HAIN LINE VAL ve PER LE6END FINISH 6RADE FIG "!ALE ,',DAFTER TYP, (2) PLACES e,' ThlGI< LAYER OF C.RAVEL I,. ', ISOLATION VALVE D-1 ... ., (HAND-OPERATED) D-1 V 1 5-/2,'12 - ---------------------- NOTe5: 1. YERTIC,',L SEP,',RATION OF 12" MIN. 15 HANDATOR.Y V'IHEN CROSSIN<:, THE FATH Of A POTABLE SERVIGE LINE. 2. IN5TALLAT01' o~ RECYCLW V'IATER I1"-F'-loATION JvlAIN LINE: 24" Fl'sOJvl EDGE OF SIDEl'IP,LI< Y',ILL PRO-IIDE THE NECES5-"RY 1C FT. HOR zot-. T,•,L. C,LIEAF'-A'-.ICE TO THE POTABLE V'<ATER LINE IN THE STI<'.EET. OJR9 : ... .-., FOTASLE----/1 5ERVIGE LINE: FOTABLE SERVICE LINE FINISH 6>R.ADE ElOX W/ "i!;TER I 12" HIN. VERTIC."L 5EFAR,',.TION REGJIRED ----10 FT. HIN, TO POTABLIE V'IATER Ll'IE IN 5TREET_J R.EGYCLED V'IATER IRRl6ATION !VAIN _INE IN SLIEB/E (A_6\ POTABLE SERVICE LINE CROSSING A-<,, l ( • t ) 1212/,0 ... _ • San DI ego c.oun y •""'"''le"""'", v""~" NOTT'S: I, FLACE 6RAV1=L PRIOR TO IN5T,',ILLATION OF' '/,>ULT, 2. AN6LE HA!N LINE FROM V,',IJLT TO SPECIFIED DEPTH Y'II-H 45° EL.LS. ':l, ,',ILL TI-IRE,',DEV WNNEGTIONS SHAU. BE SEALE::> :::>UR:N6 ASSEMElL Y V'IITH "Fl'RHA.TEX "51" PIPE .cOINT GOMPOJND, OR ;,PPROIED EQUAL, AS REWMHENDE::: ElY THE MANUFACTURER OF THE SEALANT. 4. ALIGN PIPE SUPIPORT ON THE GC:NTI'R OF THE GONG. ElLOCI< FOOTN&. S, BRAND THE V!-<JLT LID V'<ITH 'El5' 4 'MV', IN LETTER5 2" Hl6H. ElRASS UNIO'< (T'rF'. 2 PLAGE5) BRASS NIFFLE /TYF. S FLACES) !SOLA TION VAL YE:5 (PER LE6END J . 1" IN LAV'lN AF'-EAS 3" IN PLANT BEDS L__ . 'l !:, V'IIRE WI EXPANSION LOOPS MASTER VALVE 3" HIN . 10"MAX. i,,tlN. ;;,4"x3b" VA:J-T FINI5H 6F'-,>l?E BASKET STRAINER II MASTER VALVE 0 ,,,1 C-13--------------------1212s/t3 IN A VAULT NOTES: 1, FLAC.E 6RAVEL PRIOR TO INST..U.ATION OF VALVE ElOX FINISH 6RADE 2. LOOP ENOUoH V'IIRE TO EXTEND f"IIRE BUNDLIE A MIN. OF 24" OJTSIDE OF THE Vf.LVE SOX. 3. BRAND THE V,>LVE ElOX LID V'IITH '58' IN LIETH:RS 2" HIG~. f',FPF'-0'/EcJ ~ V'iA TERPROOF" WNNECTORS HIN. 10" ROl,ND Vf.LVE ElOX I" IN LAi"1N AREf.5 3" IN PLA'-.IT ElEDS I ,, '", STRUCTURE OR H.ARDSCAFING HAIN LINE '. ,::::~ ,. l ElUNDLE 4 PASTEN V'IIRES TO BOTTO!-' OF MAIN LINE .AT 10' O.G. Ir \ SPLICE SOX A-W ,2 A-20t-----------------;,;...,.... ~ •' FOR 24-VOL T JIIIIRIN6 10 '""'" - Nares: 1. LOG-A Te 6.ACl<FLOV'i PREVENT="-N A PL/'NT 6ED f"IHf:REYER P055I6LE. ;z; ~ xx Na ~ ·~ 2. INSTALL BACKF_OY'i PREVENTER A MIN. OF 24" F"ROM ANY STIRUCTUR.E (1.!':.-V'\ALL, B.JIDIN6, ETC) OR H1'-RDSCAFIN6. 3, INSTALL ElACl'FLOV'i FR:c'"YENTER 50 TEST GOGl<S ARE EASILY l'CCE55I6LE FOR TESTING, 4, ALL FIPE 4 FITTIN65 ON THE BAC-l'-FL.01'\ LOOP 5-IALL ElE ElR"5S s SHALL SE THE: 5AMf DIAMf:TER I'S THE SIZE OF THE E\AC,-f'LOV'i FREYENTER. B.ACi<FLQY'I -.....___ PREVENTER ~ <L ,>SSEH6LY Y-5TRA N'="- (1 F NOTED ;N LE6END) 1" ,-5UPFL Y ; ,' :' LIKE F'IFT : __ ADAPTER. CO!',CRETE SPLASH PAD -5_0"'f TO DRAIN® ;;291, ·(,{,::~•-,:.:.,_ ' ,' . ' . ' BR;,',55 NIFPLIE5 -. 12'X12"X12" , WNCRETE; THF'J.l':>T ~'!"'!I 6-0Cl<S E)Rl'-,55 "10° ELL (TYP. 2 PLACES) ElRf.5S NIPPLE SF'-ASS UNION (TYF. 2 PL,',CES) FINISH 6RADE BR;,',55 ~CJ O ELL (TYF. 2 FL,',GES) --~,--,,,:-,,--L-11',"'""T,--,,,,..,,..,,::. :, ,, •~ ~~•:~,M'.::/:-,::::}t,~; , PVC, FiPT ADAPTER -,.!. '5UPFL Y LINE ~ROM Y'lAT:'.<1. YETER PVC Hf.IN LINE 4~_20 _R_ED_u_c_ED __ P_R_E_s_s_uRE __________ o_=_,, ' 5/12/lb .. • BACKFLOJl'l PREVENTER APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. II AS BUIL T11 TITLE ________ _ REVIEWED BY: DATE ~' JL.-1,.L~--.~-, ~ " ~ ,, "' MJSDesign Group Landscape Arch1tecture + Plann111g + Design INSPECTOR DATE DATE PREPARED: I S2HE4ET I ITY -OF CARL BAD I SHSEOETS I t----+----+---------+-----+---+-----+-----< PLANNING DIVISION l-----t-----+--------+----+----+----f------1 ROBERTSON RANCH PA 8 -SENIOR APARTMENTS IRRIGATION DETAILS -+---+--+-~ ft;d) ~-8\.;& I APPROVED: \ PLANNING F>·'.'1 ,\71 DATE _ DATE INITIAL REVISION ENGINEER OF WORK DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVA CITY APPROVAL DWN BY: WRD CHKD BY: ___ _ RVWD: PROJECT NO: SDP 14-08 DRAWING NO: 480-3N NoreS: 1. INST,>,U. DP.All'-VALVES IN PLANT eEDS, ,',HER.EVER POSSleLE. 2. INST ;>LL DR.All'-VALVES A MINIMUM OF 12" FROM STRJGTU".ES OR Hl'RDSCAPIN6. 3. PLAGE eox AT Rl6HT AN6LES TO STRUGTURE OF HA"<OSGAPIN6. "'· PU-.GE 6RAVEL PRIOR TO INST,>,U.,ATION OF VALVE eox 5_ BRAN:;) T-iE VALVE eox LID V-.ITH 'DV'. IN l.ETTERS 2" Hl6'H. LA TEf'-N. LINE MIN_ 10" RCUND VALVE BOX FINISH &RADE B,ALLVA...YE 61'.AVELCRAIN MIN. 2 ct,, FT. ( D-4": PVC BALL VALVE for "'_-' MAIN LINE or LATERAL LINE DRAIN D-4 v.1 10/21119 Nore, 1. LOCATE HEADS ()" FROM AD.JAC=N-PLANTIN6 AREAS O"'-;;'Dc;,,E OF SLOPES: AND 24" FROM NON-PERl-'E'-SLE SURFACES (C.01'-GRETE ASPHALT, ETC,) AND 5TRUGTl,RE5 (BUILDIN6S, 1'1ALL.5, FENC-E5. ETC.,. 1/2" IN PLANT BEDS f'WSH N U-Y\N ,AREAS _J 'i'. ri f---H' 1s I -0 li::i ILi \) az ~ PVC FITTING (SLIP X PIPT) PVC, ELL (FIF'T X FPT) HARL.EX STRt;ET ELL j';:_1 ;, POP-UP SPRINKLER .._ -" (ON A SJIIIING JOINT) rPOP--1.JP / HEAD PVG NIPPl..la LATERAL UNE F-11 v:9 10/a,'12 Nore, 1. IN5TALL HOl'!.IZONTALL YIN LOCATIONS PER TH! PLANS. 2_ BRAND THE VALVE BOX LID r'IITH '['C' IN Lfcl 1:c"l.5 2" Hl6H_ DRIPPcc"l.LINE I DEPTH PER LE6END - ii DRIFPERLINE FU,SH GAP €;" i'!OJND VALVE !:>OX 6RAVEL ,:lJMF (YIIN_ 1/2 QJ_ FT) FINISH &RADE t ~,.__ _D_R_IP_P_E_R_L_IN_E_M_A_N_U_A_L_F_L_u_s_H_C._A_P ____ , .... ,,..,.., i H-17 ,- 1.. _ ,! (BELOJ/11-GR.ADE TUBING) ,a,av,s NOTES: FINISH ---------------- 1. IN FAVED ARE,t,,;;, USE AN M'PROVEQ TRAFFIC, VALVE SOX 4 LID. MCUNT FWSH 1'il~H AD.JAGENT PAVIN6. 2. PLAGE 6RAVEL PRIOR TO INSTALLATION OF VALVE SOX :t BRAND THE VALVE BOX LID r'IITH G.G, IN -ETTERS 2" H16H_ "'-GIUIGK GOUPLEIO..S SH;>U. SE OF A TYPE APPROVED FOR REGYGLED 1'IA TER USE'. 10" 1".0UND VN..VE BOX 1'' IN LAl"!N />-REAS 3" IN PLANT BED5 STRUGTURE OR HAAD5G.APIN6 o"MIN._ 11:l" MA><. t.,· .-.,....;:._, __ _ ,--L------;11":----":"--'1 \':?'.j' 1: ::~ ") :; ' • ,':., .~ a ~-~ "'l<.E-fa6SEHSLED 51'11N6 .JOINT . . ,'•• QUICK GOUP-1N6 VALVE SCH. BO PVC NIPPLE: 9" L. 0 1f>" DEE" MAINS <I" I.. II .:.14" t)EEf" MAl'NS STAINLESS STEEL GI-AMPS (MIN. 2) PVC FIPT ADN'TER "INN LINE (MIN. 24" LONG,) !~-1; ,-.a_u_1c_K_c._o_U_P_L_1N_G_V_A_L_V_E_(i_n_v_a_1v_e_b_o_x_) __ C_A:,~'-:~,: ._ with PRE-ASSEMBLED SJIIIING JOINT Nores, 1. LOCATE HEADS 12" FROM AD.JAC!c1' T FLANTIN6 .AREAS QR ED6E OF SLOPES: AND 24" FROM NON-PER!-'EASLE SJRFAGES (C.ONC-R=TE, ASPHALT. ETC.) AND 5TRUGTl,RE5 (BUILDIN65. ,',ALLS, FENGE5, ETG.). ::;i_ INST;>U. SPRINKLER PE!O.PENDIGULAR TO FINISH GRADE. 0 ROTOR HEAD (SEE NOT= "·. ANT-D"-AIN VALVE #1 l'OOVE) (IF NO-CD IN LE6E'lD) FVC NIPPLE (LEN6TH ASREGIJIRED n ST-"'INLE55 STEEL Cl-AMP (2 "1.EG'D) 12" MIN. -. , F!NISH &RADE ON!': (7) FVG '10' $TREETl:::..L 4 ONE (1) MARLEX ~o• STREET fl.I.. LATERAL LINE t3 REBA"'. -3b" MIN. LEN& TH i';:_1; ,-.s_H_RU_B_R_o_T_o_R_H_E_AD _________ --"!F--~'"~'" , 6/1'1/11 .. -' (ON A SJIIIING JOINT with STAKED RISER) NOTE: r- DEF'TH PER LE6END 1__ 1. INSTALL $PRING CH::CCK VALVE5 1'1HEF'.f' INDIC,AT!;:;D ON THE PLANS, AND Y'lHERE NEEDED -:-o MINIMl2!:: DRAINA.01;: OUT LOl"IER TUBING IN A ZONE 2. OURIN6 TH!;; o.lM<-ANrel;: PERIOD, PROVIDE .APDTION}',L ePRIN6 CHEGI< VALVES IF NEEDED TO "F<EVENT ,"REAS OF F'LJD:>Llt\C. PONDING-, OR SOIL SATUl<'.ATION Y\f-'ERE SLOPES ARE 6REATER TH_At\ 3%. 9. 5PR NG GHECK V.ALVE!:I 5HALL Bl:: INSTA-LW -o A-LOl'I DOV'1NHILL r'L01'11'!HEN -HE SYSTEM IS OPERATINS J'lD'.:R PREeSURE, AND TO PREVEN-DOl''NHII..L ['LOY'< r'IHEN THI! SYSTEM 19 NOT OPEl<'.ATING. 4_ NSTALL AN AIR RSLIEI" VALVE IN Ab' ROUND VAL.VE BOX IMMEDIATE-Y DOl'\I\Hll..l. or El'GH SPRING, CHEC,1-; VALVE SVEN IP THI;; AIR R!;Ll:':P VAL.Ve' IS NOT SH01'1N DIAGl<'.AMMATIGl>LLY ON THE PLANS_ ,5_ BRAND THE VALVE SOX LID _r'IITH ,"R-CV l'I LETTE"-5 2" H16H_ FINl5H 6R..AD:: PVC REOUC-E<s (IF NE::DED) AIRVAGUUJ.I RELIEc' VAL. VE b" RCI.ND VALVE BOX D"-IPPEl".LINE MALE ADAPTERS DRIFPERLII\E POAPTER TEE DRl"'PERLINE I, , SPRING CHECK VALVE WI AIR RE:LIEF ,_,,,, H-191--------------------'!!~ ?/11/lf; .. • (BELOJ/11-GRADE TUBING on SLOPE) -------------------------------------------------------------------------------~-- SOTES: 1. PIPE ::>TRAPS SHALL eE MADE OF GOPPIEI".. 2. EQUALLY SPAGE PIPE STRA"'S ON THE POST, ,',ND ffa6TEN TO THE POST r'IITH GOPPER vo= SGf<EY'B. 3/4" GHAMFE:R ALL SIDES 4o" SLO°E rooTIN6 fOR DRAJNA6E 24" ._. _____ 3/4" COPPl=R MIF'T l'DAF'TER .,...,.__~--~-9/4" COPPER "'IPE STRAP (3 REQUIRED) FINISH (5,f<.f-Dl:: DEFTH PER "'LUMBll'-6 PLAN J 3" Ml'l. ::1/4" GOPPER f'OTAeLE 1'1ATER SUPPLY '_INE 3/4" COPPER ELL e GAF<DEN VALVE on POST .0-rl Y.I 3/:!/lf;, NoreS, 1. REFER TO IRRl6ATION LE6END FOR HODEL NUM6;;'0c, 2_ INST ,>,LL RAINBl"-D llRY'IS-SOCK SAND SOCK ON ALL CANISTERS, IF NOTED IN THE LE6END. 9. INSTALL CANISTER 6" FROM PL.'<NT ROOT BALL,._ 4. ~ILL MESH T'.Jic!E l"llTH PEA 6RAVEL Bi:'FORE 11'5TALLIN6 <!>RATE. * THIS DETAIL 15 FOR .ALL RAINBIRD 'R.Jl'6' (4"cD x 236") DEVICES* LOS-t<IN.6 6RA. TE (INCL.JD ED) FNl5H OUIJO.LEF'-(N~WVEDJ GR.ADE G-ICC.K VAL-\IE (INC.LJJDCD) 501L-SAAD S(X..I< (If'= NOTED IN IHE LEGEND) i f'.15Ef1. (INC-WDEDJ , '/2" Sf'IP"°'L SAAB EJ.L (INGWDED) 12'' Sr"!IN.S A5'SEM6LY (JMC:.LJJDED) 1/2" HIP'f ELL (IHGWDEO) LA !EF'....AL LINE HESH TIISE (INGL-UDED) FJLL W/ PEA GR.P--.VEL l';,-5;, PRE-,A,55EMBLED DEE:P ROOT ..._ _ _,.• JIIIATERING SYSTEM ('RJIIIS' SERIES) I" ~3 v1 4/23112 NoreS: 1. INSTALL DR'PPERLINl:'5 PARALLEL TO NON-PERME-°'E>L;;' el!RFAC-ES, 1'11TH THE FIRST LINE 3ETY'IEEN 2" HIN_ TO 4" MAX FROM EDGE OF euRPAGI;;_ 2. THORCU'5>HL Y FU5H AL!.. LATERAL!:> AND DRIPPE!O.LINES PRIOR TO INSTALLATION OF rws~ VALV!::5 AND Al"'-VACUUM RELIEF VALVES. 4. LOCATION OF FU5H VALVES 15 DIA6RAHHA-IC ONL-. FLUSH VALVES SHALL 9E _QGATED AT THE LOV'IEST POINTS IN E_EVATION fARTHE5T FROM THE ~01:-ff OF SUPPLY ,t,,;; POSSIDLE. 4_ LOGATQN 0" THE AIR VAGUUM RELIEF VALVE 19 :;)IA6RAJvlHATIG ONLY_ THE AJ"1. VAOJUM RELIEF VALVE SHALL BE LOGA.TED AT THE H,'5>HE5T POIN7 IN C:LEVATION ON THE DRIPPERLl'IE. 5. INST,>,U. DRIPPERLINE, l>VAPTEI". TEES, FLUSH VALVES, AND AIR VACUUM "1.ELIEF VALVE PER THE IRRIGATON LE6END AND PccR THE':IR RES"EGTIVE INSTALLATION DETAil.5 FOUND EL5E~HERE IN THESE FLANS, e>. "FWSH VALVE" MAY ACTUALLY SE A FWSH GAP, l".E:FeR TO L;;''5>;;'ND. PVC LATERAL el!PPLY LINE SETDAGK AREA ;QR OVERHEAD IRRl6ATION I," -10" B" -10" 4"TYP. DIAGRAMMATIC. PLAN VIEV'l j'H_3;: DRIPPERLINE IN 24" JIIIIDE SETBACK AREA ~--' (CENTER-FEED) ll-31 V1 11/lV13 Nores, 1. INST,>,U. VALVES IN "'LANT BEDS, NEXT TO SIDE1'1AL1<5, 1'1HEREVE!O. POSSIBLE_ 2. INST,>,U. VALVES A MIN. OF 12" FROM STRUCTUl".f'S OR HARD5CAPIN6. 9. PL.AGE BOX AT RIGHT AX6LES TO STRUGTURE OF HARDSCAPING. 4. PLACE 6RAVEL PRIOR TO INST,>,U.ATION OF VALVE eox 5. ALL THREADED CONNEGTIONS SHALL SE SEALED DURING-ASSEMSL Y 1'11TH "PERMATEX #51" PIPE .JOINT GOMFOUND, OR APPROVED lcQ)N.., AS RECOMMENDED BY THE 1'-"ANUFAC-URER OF THE 5£:A-ANT. b. BRAND THE VALVE SOX LID r'IITH T~E CONTROLLER DESl6NATION 4 5TATION NUMElEI".. II\ LETTERS :l" Hl6H. FIN 15H GRP.:>E M!N_ 12"x1B" VALVE BOX w/ COVER YilR.C: W/ E.XF,AN510N LOOP5 1'1ATERPROOF GONNEC-TORS .ZONE I.D. TA6 PVC MALE ADAPTER REMOTE GONTROL PVC 1'-"ALE GRAVEL MAJN LINE IF NECC:55A"'-Y. AN6LE PIPE TO SPECIFIED DEPTH BY •J511'6 T /\0 (2) 45" E~LS 8 REMOTE CONTROL VALVE NOTES: 1. IN'!>TALL DR.PPIERLIN:;'5 V'slTH ~TER OUTLETS FACIN6 UP1'1ARD. 2 INST ..... L DRF'PERLIN:C5 01' UPHILL SIDE or PLANTS ON SLOPES_ ~(l xffi f---\I) I\; UJ FINISH Cl 6RADE PVC reE (SLIP) LATERAL LINE Dl".l"'PERLINE ADAPTER It£ DRIPPERLINE (H_13 ..,_D_R_IP_P_E_R_L_IN_E_AD_A_P_T_E_R_T_EE _______ "-..,"..-" , 11/8/13 ._ -' (BELOJ/11-GR.ADE TUBING) NOTES: 1. INSTN..l.. YA:.VES IN PLANT BEDS. Ni;XT TO SIDEl"(AJ..1<5, i"tlEREVER POSSIBLE. 2. INSTN..L VA;..VES A MIN. OF 12" F:"<QJvl 5Tl"JJGTURE5 OR HARDSCAFING. 3_ PLAGE BOX AT RIGHT ANGLES TO STRUGTURE OF HA~SGAPIN6_ 4_ PLACE 6RAVEL PRIOR TO INSTALLATION OF VALVE SOX 5_ ALL THREADED C.ONNEGTIONS SHALL SE SEALE:;) :>URING ASSEMBLY V'slTr 'PERMATEX 1151" PIPE .J011'T =i-!POUND, 01<'. APPROVED EOLJAL, AS RECOMl--"ENDED SY TH': MANUFACTURER OF THE: SEALANT. 1,_ INSTALL FILTER SO IT CAN SE TAKEN APA"'.T IN PLACE FOR GLl!ANIN6. 1. Bl".AND THE VN..VE BOX LID r'IITH Tf-E GONTROl.Lc:R DESl6NATION 4 5TATION NUJvl6ER, IN LETTEF15 2' Hlc;,,H. VALVE BOX MIN. 12" X 1B" FLTER SPECIFIED FIL TEl".5 HAVE ½'' MIPT FWSH OUTLETS WI½" FIPT CAFS (HOSE THREAD5 NOT AJ..LOrED ON RECYCLED 1'1ATER SYSTEMS) ZONE I.D. TA6 APPROVED Y'-l'< TERPROOF 1'11RE CONNECTORS V's1"1.E5 WI EXPANSION LOOPS C.01'-TROL VALVE PVC '-'t,b,LE ADAPTER C'n'Pi C'RAVEL HAIN LINE LATEl"!A.-LINE (e_1; REMOTE CONTROL VALVE ..._ ~ with FILTER 4 PRESSURE REGULATOR 1. INST;>U. VlcF'.TIGALLY AT Hl6H POINT OF ::7RIPPERL11'E. PRE55URE REGULATOI<'. FIKISH 2 BRAND THE VALVE BOX LID r'IITH 'AR' l'l LETTERS 2' Hl6H_ /,"ROUND L" .. __ v_AL_VE_e_o_x_~ _ _._ ______ .,,.. \ 1 1" AIR VACJUM ReLIEF VALVE ::JRIFPEl".LINE A?APTER TEE PVC Re::iucc:0c (I~ NEE:?EDJ Dl".IPPEl".LINE (H_14 ,-.D_R_IP_P_E_R_L._IN_E_A_I_R_V_A_c_u_UM_R_E_L_IE_F_V_AL_V_E_,,~o::;.;..;.;;.,;,~ .. • (BELOJ/11-GR.ADE TUBING) APPROVE.D FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS .. 11 AS TITLE ________ _ REVIEWED BY: DATE MJSDesign Group , Landscape Architecture + Plannlng + Design INSPECTOR DATE DATE PREPARED: I S2HE5ET I ITY OF ARL BAD I SHSEEOTS I l----+-----l---------+-----,1---1-----+-----I PLANNING DIVIS ION 1--------4-----+--------+-----t----+------+----I ROBERTSON RANCH PA 8 -SENIOR APARTMENTS IRRIGATION DETAILS Ll.8 ~ 1 y::-Bl ;,t i;,5 -~ 7 1-----1-----+---------,-----+----+------+-----11-A-P-P-R-o_v_E_o_,---'~=-l---'=-+--'="--'-',_"'-------I PLANNING DATE _ DATE INITIAL REVISION ENGINEER OF WORK DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVA CITY APPROVAL OWN BY: WRD CHKD BY: ___ _ RVWD PROJECT NO: SDP 14-08 DRAWING NO: 480-3N { ; i~ ~! > ii ~~ ~& :! ,' . -~ Ji ' .....______ DRIP IRRIGATION LINE, BY OlHERS, \\,lH DRIP LINE EVERY 12 INCH (30.0 CM) ~AXJMU~ AT 0.6 GPH (2.27 LPH) ''k-I,--12-IN-CH_E_S -(.-0-,0-C~~-) ------'l,'I, PLAN VIEW SECTION . ITEM d2) (5) . I - NOTES: 1. UNLESS SPECIFIED DTHER\\ISE, FITINGS AND PIPE SIZES SHALL MATCH WATER SERVICE DIAMETER. 2. THREADED JOINT FITTNGS (NPT) MAY BE USED IN PLACE OF SOLDERED , JOINTS SHOI\N ON THIS DRAWING. I ltM , u t lvN (SEE NOTESJ COPPER x COPPER UNION 2 COPPER TEE 3 MALE , COPPER ADAPTER 4 BALL VAL VE WITH HANO LEVER 5 TYPE L COPPER ' 1)----[;'rt::tt;J, 6 1.5" FIRE HOSE FITTING · 7 BALL VALVE WITH PADLOCK WING 8 C x C x C TEE 5,}----+j 9 ¼" HOSE BIB OR JEST COCK 10 MIP ADAPTER DESCRIPTION SPEC/DWG Fl<JM Pfl[jS1..!RE '-'EGULATO:l 3[E tJ'JTC 2 NOTE: GRASS/PLAN.T TYPES SHALL BE SPECIAED BY A LANDSCAPE ARCHllECT OR LANDSCAPE DESIGNER. I REV. APPROVED DATE CARLSBAD MUNICIPAL WATER DISTRICT BYPASS TEE d/,0 i 7 i, -i1 ,;. __1_2L'.'... ~'v;i= GRASSPAVE2 WITH DRIP IRRIGATION · ~. . FOR RECYCLED WATER TESTING CITY EN~NEER DA lE STANDARD Dlil), NO,. W-3 5 Structures, Inc. GP~rT'lgatlon.DWG SUBSURFACE Dft!P llffll0i,,11dr( smQI f0R ORAS'SPA'1E',2 11100 Jadla:in St., SUITE~~OF 1 GOL.t£N, ca.oRADO ecMO'I ---...1110C11----.... rN11----111ta--- O:\£nglnurt1gShared\Referencc~cmuals &: Standards\CARLSBAD ENGINEERING ST,t,NDARDS_LDE\Volume 3 Standard Droll'ings and Specificatioos \ I Controller A I Program A Days per Week , Cycles per Day Precipitation Rate In. I Hr. Zone 0.69 A-6 0.73 A-7 0.73 A-8 0.81 A-11 , 0.81 A-12 0.81 A-21 0.70 A-26 0.70 A-27 0.70 A-36 0.70 A-37 0.70 A-38 I Program A dripline A-6 rotary A-7 rotary A-8 dripline A-11 dripline A-12 dripline A-21 MPR rotor A-26 MPR rotor A-27 MPR rotor A-36 MPR rotor A-37 MPR rotor A-38 Controller A Program A Total Program Run lime per Day Total Program Run Time per Week I Program B i Days per Week Cycles per Day Precipitation Rate In. f Hr. Zone 0.69 A-2 0.69 A-3 0.69 A-5 4.82 A-fo 0.69 A-13 I Program B dripline A-2 dripline A-3 <1ripline A-5 dripline A-10 dripline Ai13 Controller A • Program B Total Program Run lime per Day Total Program Run Time per Week \CAD Drowilgs for Standard Dnnrinqs\CMW Si<lnclard dwgs\CM'Ml STD DWGS R-6-08 Jan Feb Mar Apr May Jun Jut Aug Sep Oct Nov De9 2 2 2 2 3 3 3 3 3 2 2 1 2 2 3 3 3 3 3 3 2 3 2 3 Run Time per Cycle 07:03 08:30 07:34 08:40 06:57 07:37 08:19 'o7:55 06:03' 07:17 06:29 07:26 05:58 06:31 07:08 06:47 07:07 08:34 , 007:38 08:44 07:01 07:40 08:23 07:58 09:37 11:34 10:19 11:49 09:29 10:22 11:20 10:47 09:37 11:34 10:19 11:49 09:29 10:22 11:20 10:47 09:37 '11:34 10:19 11:49 09:29 10:22 11:20 10:47 06:45 08:08 07:15 08:18 06:40 07:17 07:58 07:34 07:.57 09:34 08:32 09:46 07:50 08:34 09:22 08:55 07:57 09:34 08:32 09:46 07:50 08:34 09:22 08:55 0,7:57 09:34 D8:32 09:46 07:50 08:34 09:22 08:55 06:45 08:08 07:15 08:18 06:40 07:17 07:58 07:34 (minutes + s.econds) 09:31 06:45 07:37 08:35 08:09 05:47 06:31 07 22 09:35 06:48 07:40 08:40 12:58 09: 12 10:22 11 :43 12:58 09:12 10:22 11:43 12:58 09:12 10:22 .11:43 09:06 06:26 07: 17 08: 14 10:43 07:36 08:34 09:41 10:43 07:36 08:34 09:41 )· 10:43 07:36 QB:34 09:41 09 06 06:28 07:17 08:14 Total Run Time per Station peflrrigation' Day . {min,utes + seconds) I Jan I Feb I Mar I Apr I May I Jun I Jul I Aug I Sep I Oct I Nov I Dec I 14:07 16:59 22:42 26:00 20:52 22:50 24:57 23:44 19:01 20:15 15:13 25:46 12:06 14:33 19:27 22:17 ,17:53 19:34 21:23 20:20 16:18 17:21 13:02 22:05 14:14 17:07 22:53 26:13 21:02 23:01 25:10 23:55 19: 11 20:25 15:21 25:59 19:14 23:09 30:57 35:26 28:26 31:07 34:01 32:20 25:56 27:36 20:44 35:08 19:14 23:09 30:57 35:26 28:26 31:07 34:01 32:20 25:56 27:36 20:44 35:0B '19:14 23:09 30:57 35:26 28:26 31:07 34:01 , 32:20 25:56 27:36 20:44 35:08 13:31 16:16 21:44 24:54 19:59 21:51 23:54 22:43 18:13 19:23 14:34 24,:41 15:54 19:08 25:35 29:17 23:30 25:43 28:07 26:44 21 :26 22:49 17:09 29:02 15:54 19:08 25:35 29:17 23:30 25:43 28:07 26:44 21:26 22:49 17:09 29:02 15:54 1S:08 25:35 29:17 23:30 25:43 28:07 26:44 21:26 22:,19 17:09 29:02 13:31 16:16 21:44 24:54 19:59 21:51 23:54 22:43 18:13 19:23 14:34 24:41 ' ' (hours t minutes) Jan Feb . Mar Apr May Jun . Jut Aug Sep Oct Nov Dec Proaram C Days per Week Cycles per Day Precipitation Rate ln. / Hr. Zone 0.69 A-17' 0.69 A-20 0.69 A-22 0.69 A-25 Program C dripline A-17 dripline A-20 dripline A-22 dripline A-25 Controller A Program C Total Program Run lime per Day Total Program Run lime per Week Program D Days per Week Cycles per Day Precipitation Rate . In. I Hr. Zone 0.69 . A-31 0.69 A-33 0.69 ) A-35 0.69 A-41 Jan Feb Mar Apr May Jon Jul Aug Sep 1 1 1 1 1 1 ,1 1 1 2 3 3 4 4 5 5 5 4 Run Time per Cycle 13:18 11:38 ·12:44 12:06 12:08 13:42 14:58 14:14 '14:16 Oct Nov Dec 1 1 , 1 3 2 2 (minutes,+ seconds) 11 :28 12:56 '10:57 13:30 15:13 12:53 12:00 09:37 12:52 11 :03 14:07 11 :19 15:08 13:00 09:53 07:56 10:36 09:06 13:26 10:47 14:25 12:22 15:39 10:57 14:54 09:35 10:29 13:02 14:15 09;58 13:33 09:59 09:27 10:39 09:01 13:35 12:51 14:29 12:16 Total Run Time per Station per Irrigation Day (minutes+ secon~s) 24:00 28:52 3,8:36 44:12 53:12 58:12 63:38 60:30 48:30 34:25 25:52 21:54 28:14 33:58 45:24 52:00 62:35 68:29 74:52 71:11 57:04 40:30 30:26 25:46 19:45 23:47 31:47 36:24 43:49 47:56 52:24 49:49 39:57 28:21 21:16 18:02 26:52 32:20 43:14 49:30 59:35 65:11 71:16 67:4,6 54:20 ,38:33 26:58 24:32 Jan 1:38 Feb 1:58 Mar Apr 2:39 3:02 May Jon Jul Acig --+--+--;--~-,I ·3:39 3:59 4:22 4:09 Sep 3:'19 ' (hours + minutes) Ocl Nov Dec 1 :38 1 :58 2:39 3:02 3:39 3:59 4:22 4:09 3:19 2:21 1:48 1:30 Jan Feb Mar Apr May Jun I Jul Aug Sep Oct Nov i Dec 1 1 1 1 1 1 1 1 1 1 1 1 ,2 3 3 4 4 5 5 5 4 3 2 2 Run Time per Cycle 14:07 11:19 15:08 13:00 09:53 07:56 10:36 09:06 14:07 11 :19 15:08 13:00 14:07 11:19 15:08 13:00 15:39 13:42 14:58 14:14 10:57 09:35 10 29 09:58 15:39 13:42 . 14 58 14:14 15:39 13:42 14:58 , 14:14 14:16 09:59 14:16 14:16 (minutes+ seconds) 13:30 15:13 12:53 09:27 10:39 09:01 13:30 15:13 12 53 13:30 15:13 12:53 2:52 3:28 4:36 5:18 4:15 4:39 5:05 4:50 3:53 4:08 3:06 5:15 Program 0 I Jan I Feb I Mar I Apr !~.May I Jun ! Jut I Aug Total Run Time per Station per Irrigation Day (minutes + seconds) I Sep I Oct I Nov I Dec I 5:45 6:56 9:16 10:36 12:46 13:58 15:16 14:31 11:38 8:16 6:12 5:15 Jan ·· Feb· Mar Apr May Jun Jul 1 1 1 1 1 1 1 3 3 4 4 5 6 6 Run Time per Cycle 09:25 1 l:19 11:21 13:00 12:31 11:25, 12:29 06:19 07:37 07:38 08:44 08:25 07:40 08:23 10:55 13:08 13:10 15:05 14:31 13:14 14:28 01:2,6 01:44 01:44 01:59 01:55 01:45 01:54 09:25 11:19 11:21 13:00 12:31 11:25 12:29 • I Aug Sep Oct Nov Dec 1 1 1 • 6 5 4 3 2 (minutes + seconds) 11:52 11:25 10:07 10:09 12:53 07:56 07:40 06:48 06:49 08:40 13:46 13:14 11:45 11:46 14:57 01 :49 01: 45 01 :33 01 :33 01 :58 11:52 11:25 10:07 10:09 12:53 Total Run Time per Station per lnigation Day (minutes+ seconds) I Jan I Feb I Mar I Apr -I May I Jun I Jul I Aug I Sep I Oct I Nov I Dec I 28:14 33:58 45:24 52:00 62:35 68:29 74:52 ,71:11 57:04 40:30 30:26 25:46 18:58 22:50 3031 34:56 42:04 46:01 50:18 47:50 38:21 27:13, 20:27 17:19 32:45 39:24 52:40 60:19 72:36 79:26 86:50 82:34 66:12 46:59 35:18 29:54 04:19 05:12 '06:56 07:57 09:34 10:28 11:27 10:53 08:43 06:11 04:39 03:56 28:14 33:58 45:24 52:00 62:35 68:29 74:52 71:11 57:04 40:30 30:26 25:46 . (hours+ minutes) Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 1:52 2:15 3:00 3:27 4:09 4:32 4:58 4:43 3:47 2:41 2:01 1:42 1:52 2:15 3:00 3:27 4:09 4:32 4:58 4:43 3:47 2:41 2:01 1:42 dripline A-31 dripl_ine A-33 , , dripline A-35 dripline · , A-41. Controller A Program D Total Prog~m Run lime per Day To\al Program Run Time,perl/Veek 28:14 33:58 45:24 52:00 62:35 68:29 74:52 71:11 19:45 ·23:47 31:47 36:24 43:49 47:56 52:24 49:49 . 28:14 33:53 45:24 52:00 62:35 68:29 74:52 71 :11 28:14, 33:58 45:24 52:00 62:35 68:29 74:52 7·1:11 57:04 40:30 30:26 , 25:46 39:57 28:21 21:18 18:02 57:04 40:30 30:26 25:46 57:04 40:30 30:26 25:46 (hours+ minutes) Jan Feb Mar Apr 1:44 2:05 2:48 3:12 May Jun 3:51 4:13 J ~u~l-+_A~."'ug'--,~Sep 4:36 4:23 3:31 Oct Nov Dec 2:29 1:52 1:35 1:44 2:05 2:48 3:12 3:51 4:13 4:36 4:23 3:31 2:29 152 1:35 PLAN VIEW PRE':..:iU~E' 11EGULATOR PUC SEUUENCE TO ~'AST[< '/<'.LV:':_. & FL QW '..T.N)Of\ _JO MAS-:-ER _ ',.\L 11E t FLCW .. / \ .\1l;':: TER ·' V/'.L VE Proaram E Days per Week Cycles per Day Precipitation Rate In. I Hr. , Zone · 4.82 A-I 4.82 A-4 0.69 A-9 4.82 A-14 4.82 A-15 4.82 A-16 4.82 A-18 4.82 A-19 4.82 A-23 4.82 A-24 4.82 A-28 4.82 A-29 4.82 A-30 4.82 A-32 4.82 A-34 4.82 : A-39 4.82 A-40 Jan Feb Mar Apr 1 1 1 2 3 4 4 "\ Run Time per Cycle 1 01:18 01:02 01:02 01:12 02:09 01:44 01:44 01:59 08:28 06:48 06:49 07:48 02:09 01 :44 01 :44 01:59 02:09 01:44 01:44 01:59 01:50 01:28 01:28 01:41 01:D6 00:53 00:53 01:01 . 02:09 , 01 :44 01 :44 01 :59 01:31 01:13 01:13 01:23 01:18 01:02 01:02 01:12 02:09 01 :44 01 :44 01 :59 01:31 01:13 01:13 01:23 01:18 01:02 01:02, 01:12 ·, 01:31 :01:13 01:13 01:23 01:18 , 01:02 01:02 0.1:12 02:09 01:44 01:44 01:59 02:09 01 :44 01 :44 01 :59 ·,: May Jun Jul Aug Sep Oct Nov Dec 1 1 1 ,1 1 1 1 1 5 5 6 5 4 3 3 2 (minutes +seconds) 01:09 01:15 01:09 01:18 · 01:19 □·1:14 00:56 01:11 01:55 02:06 01:54 02:11 02:11 02:04 01:33 01:58 07:31 08:13' .07:29 ,08:32 08:34 , 08:06 06:05 07:44 01:55 02:06 01:54 02:11 02:11 0204 01:33 01:58 01:55 02:06 01:54 02:11 02:11 02:04 01:33 01:58 ~b;~ ~; 6: ~b!; ~;:~; ~;:b; , ~; ~~ ~~:~~ ~; ~~ 01:55 02:06 01:54 · 02:11 02:11 02:04 . 01:33 01:58 01:20 01:28 ,01:20 01:31 01:32 01:27 01:05 01:23 , 01:09 01:15 01:09 01:18 01:19 01:14 00:56 01:11 01:55 02:06 01:54 02:1) 02:11 . 02:04 01:33 01:58. 01:20 01:28 01:20 01:31 01:32 01:27 01:05 01:23 01:09 01:15 '°1,:09 01:18 01:19 01:14 00:56 01:1.1 01:20 · 01:28 , 01:20, 01:31 01:32 01:27 01:05 · 01:23 01:09 01:15 01:09, 01:18 . 01:19 01:14 00:56 01:,11 01:55 02:06 01 :54 02:11 02:11 02:04 01:33 , 01:58 01:55 02:06 01:54 · 02:11: 02:11, 02:04 01:33 01:58 , : 'rota I Run Time ,per StatioJl per Irrigation· Day ' (minutes + seconds) .Program E bubbler A-1 bubbler A-4 bubbler A-9 bubbler A-14 bubbler A-15 bubbler A-16 bubbler A-18 bubbler A-19 bubbler A-23 bubbler A-24 bubbler A-28 02:35 03:07 04:10 04:,46 05:44 06:17 06:52 06:32 05: 14 03:43 02:47 02:22 04:19 05:12 06:56 07:57 09:34 10:28 11:27 10:53 08:43 06:11 04:39 03:56 16:56 20:23 27:15 31:12 .37:33 41:05 44:55 42:42 34:14 24:18 18:16 15:28 04:19 05:12 06:56 07:57 09:34 10:26 11:27 10:53 08:43 06:11 04:39 ,03:56 04:19 05:12 06:56 07:57 09:34 10:28 11:27 10:53 08:43 06,11 04:39 03:56 03:40 04:25 05:54 06:45 08:08 08:54 09:44 09:15 07:25 05:16 03:57 03:21 02:12 ', 02:39 03:32 04:03 04:53 05:20 05:50 05:33 04:27 03:09 02:22 . 02:01 04:19 05:12 06:56 07:f,7 09:34 10:28 11:27 10:53 08:43 06:11 04:39 03:56 03:01 03:38 04:52 · 05:34 06:42 07:20 08:01 07:37 06:00 04:20 03: 15 02:45 02:35 03:07 04:10 04:46 05:44 06:17 06:52 06:32 05:14 03:43 02:47 ,' 02:22 04:19 05:12 06:56 07:57 09:34 10:28 11:27 10:53 08:43 ,06:11 04:39 0:):56 bubbler A-29' . , 03:01 03:38 04:52 05:34 06:42 07:20 08:01 07:37 -06:06 04:20 03: 15 02:45 03:43 02:47 02:22 , 04:20 03:15 02:45 03:43 02:47 02:22 06: I 'I . 04:39 03:56 06:11 04:39 03:56 b~bbler A-30 '02:35 03:07 04:10 04:46 05:44 06:17 06:52 06:32 05: 14 bubbler A-32 •, 03:01 03:38 04:52 05:34 06:42 07:20 08:01 , 07:37 06:06 bubbler A-34 ·, 02:35 03:0i'. 04:10 04:46 05:44 ,, 06:17 06:52 06:32 . 05:14 bubbler .'A-39 ·04:19 05:12 . 06:56 07:57, 09:34 10:28 '11:27 10:53 · 08:43 bubbler A-40 · 04:19 05:12 06:56 07:57 0934 ,, 10:28 11:27 10:53 08:43 Controller A Program E Total Program Run lime per Day Total Program Run Time per Week Controller A ALL Programs Ma,. Run Time per lr!lgatioh Day , Total Program Run Time per Week . . (hours+ minutes) Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 1 :12 1:27 1:56 2:40 2:55 3:12 3:02 2:26 1:43 1:18 , 1:06 1 :12 1:27 1:56 2:13 2:40 2:55 3:12 3:02 2:26 1:43 1:18 1:06 . (hours+ minutes) r--~~~~~~~~~~--~--~---~~--~---'-T-J an Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 2:52 3:28 4:38 518 4:15 4 39 5:05 4:50 3:53 4:08 3:06 5:15 ' 12:13 · 14:43 19:40 22:31 27:07 29:40 32:26 30:50 24:43 17:33 13:11 11:10 DATE PREPARED: \ ,, \ Note· These irrigation schedules are based on: • ; Eslimated soil infiltration rate from GeoSoils, Inc. "Supplemental to the Updated Geotechnical Investigation tor Rancho Castera (Formerly Robertson Ranch West Village) Catlsbad, San Diego County. California" daied June 6, 2011. I ' • Estimated soil moisture holding capacity recommended by Jason Gihrtng o/Waypoint Analytical California, Inc., an agricultural soils testing lab, on October 15, 2015. • Average ETo rates from California Department ofWater.R-esources' CIMIS {California Irrigation Management Information System) data or "Reference Evapotranspiration . Values for Selected Locations in California" (A Guide to Estimating Irrigation Water Needs of Landscape Plantings in California -Appendix A). • Estimates of plant material water needs based on species .and m;croclimates. per · WUCOLS Ill (Water Use Classification of Landscape Species). • Estimates of plant root depths, • Estimated irtiga1ion precipitation rates from rn anufacturers' catalog data. ' • Estimates or'irrtgation system application efficiencies derived from state of California or local Water Efficient Landscape Ordina.nces. • · lndustr1-accepted fQrmulas for calculating landscape irrigation system run time, cycles, and frequency. These irrigation· s~hedules are mea'h't to.be used as a guideline o'nly, ·and do not take the place of proper, ongoing system management Variances from the estimated site · and climatic conditions, plant material water needs, _and irrigation parameters will • require ongoing adjustments to these calculated baseline schedules. ' 11 AS BUIL T11 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE TITLE _________ ._. . LOCATION OF PLANTING REVIEWED BT', AREAS. DATE INSPECTOR DATE S2HE6ET CITY OF CARL~BAD I SHSEOETS I >-----+-,----+----~---+----+----+----f----ll PLANNING DIVISION f------+-----+------·'---+----+----+----f----ll ROBERTSON RANCH PA 8 -SENIOR APARTMENTS I' IRRIGATION DETAILS , & SCHEDULES Ll.9 ,t--~-t---~--+-------+----1-' -+----+---1 I-AP_P_Ro_v_ED_, ~/M\_-~l,__'1~--1::i;~~_,=J\:cu..-__ • _ PLANNING MJSDesign Group,,, DATE INITIAL . REVISION , DATE INITIAL DATE INITIAL Lai)dscape Architecture+ Planning+ Design ENGINEER OF WORK DESCRIPTION OTHER APPROVAL CITY APPROVAL \ DWN BY:_~W=RD~- CHKD BY: ---,-- RVWD: ' ________ L_ PROJECT NO· DRAWING NO: SOP 14-08 480-3N ' 1· I • ' '. i: I: ' . ' ' '. 'I • ' .. ii ' . . : !, . ' ' l i I i '' ' : ' ' i' I. ' '. ! ' ' '' . " __ !j, -- \ :,} {J~--rr . ' ' , • I . ' HYDROZONE MAP LEGEND -ZONE 1: HIGH WATER USE -DRIP ~~'%1 ZONE 2: MOD. WATER USE -ROTOR ~ ~ ZONE 3: MOD. WATER USE -DRIP ~\~ \ \ \ \ \ \ ~ --- 1-- I I ·",~ \ I _.,~ I "'· "'"'>1 \I >~ \: :-S:, ~-~- ' ' ; ·i~-,·:\~,-·-'~\:' ~~- -- NORTH 0 Controller# WATER EFFICIENT LANDSCAPE WORKSHEET HYDROZONE INFORMATION TABLE Hydro-zone~ Zone or Irrigation Plant Type I Hydrozone Maximum Applied Water Allowance %of l he projeds fviaxirrumAp~lied \•\later A.!!owanre is cdsu·1a.ted uc,ing the hHow;ng brrrula: Valve Method"" Factor>/'!"~ (PF) Area (Sq. Ft) Total Area • MAWA = (ETo) (0.½2) f(_O 7 x LA)+ (0.3 x SlAil A HW A MW A a\/f'N ~- 'Hydrozone VLV!=Vrjry luwWater u~e Rcmt; LW=Luw"Nflter U:re Hant. MW= f,/oderuh Wo.'!Jr U1c P!an!_s HW= Htgh Wa-ber Use P!m1t 30' 1 2 1 60' [) O.BO " 0 t,Q ~ D 0 50 -~--- Total ~· Irrigation M~thod MS= iv'il:ro-5prny S = Spta',' Hec1d:, R = Robr Hc::trfa B = Bubbler DO Or,p O= O1her 5,983 15 8Sii:l 38866 ' 60,845 \f-0-' ,,, 2Qt,;~ 64'\i . 100% •• PJ.,nt Faclor"frorn WUGCLS IV DATE PREPARED: MN.VA = \--lw.imJrnApphed Waler AHo•N0.r;,~€ (ga:!-1ris per ye-arJ ETo = Relsrenc,; Evupok"anspirnfon (incht::s per year) :br lhe dri,' of Carlsbad, C-alibmia 0 62 = ConverSmn facI/t (ta gc1Hum> µer :,qua1 ~ bot) C,7 = ET A:!ju~lm:ntFacbr (ETAF) LA = lar.d.scapN t\rca including Spuc.1ul Lands¼lp.e Area {s-;~uar!;! ~c;Q 0 3 = TH: addfol'\al ET Ad1usbn::n! Factor ibr Specia1 Lan<lscape k-c;a ( 1 0 • C.7 = 0 3) SL.A = Special Landscape Area \square feeij r;<.1k;ulaions (47) (O.tl2j {(0.7 x 6:}845) + (G.3 x )l Maximum Applied Water Allowance= --"'1,2:c.41"-,1:c.16'-----gal~xis per yem- Estimated Total Water Use fl1e proJeds Esl:11rnted Total VVaBr Use is r::alculated using lhe bllm'Jlng iorrru!a: CTWU = [(CT a_) (OJ>l,1 {lPF x HA)/ !E]] + [(ET o; (O.i32) 1JPF x SU\J ,· !FJJ ET\\1J = Eskmt::d Tota~ Water Use per year (;a!!oris per y-ear) ET o = Refer€nc,; Evapolransptraton (inch::,s per year} !HJ~ = Gonver.Slon factor (b gaJlons per square bo0 PF ' = F-'tant F acbr tom l,\~JCOLS HA = rlyJmw;1e Area [r1igh, rmdl:'rale, low, and very low 'Mller 1ist i:::lre:::s] (square i::e~ lE = !rriga],Jn Effi.ck:r1t:y SL/\ = Special Landscape Arco (square i:-et) , " .. CITY Of CARLSBAD ESTIMATED TOTAL WATER USE (ETWU) Prnc~SB Step NG (be!a;·v) i . Ft:t 1 Comte'.'SIDO F fh:tor 2 step 1 X s.tep 2 3 PF"' 4 0.80 ~ HA 5 6.983 step 4 x step & 6 4}80 IE<" 7 080 51Jp>lisep7 8 5,!183 folal 9 (sl?p 8 ° SLA step 5; ETW U (gal.I yr.} (step 3 xster Bi 10 V\iestof 1-5-40.0 [astofl-5 and Westotl:::! Carrino Rea! =44.(l EastofEI Ganino Real = 47 .0- App-llcant riay provi,Je a ciiiF-tfmt ET o if suppor1w by docurrenlation SLlbj~,;tb approval by t;e cay Planning D1vis1on '"Pl.ant Faator & Water U3e 0 1 = VLW-Very Lmv W'ciler UtiB Pl.ant1 I) 3 = LW-LowWater Use Plant. 0.5 = MW-Modernle Water Vse Plant 0 .8 = HW-i-!tQh 1h\1br Use Plants Hydrmone Nu1rLer 2 I 3 I 4/ O(i 01)2 2\J 14 O.GO D.GO l) 00 15,996 38,86~ \1 7.998 !9.43~ D 0 70 0.30 D.W 11.426 2-4,291 0 41,700 1,215,137 IE'" Mero Sp~ay Spray :-leads Robr Hec1d-;- ~uhbler Diip . 47,00 60,845 BIA 1··-:,:·.) .. ' <,z,·' .. --. ' ./:~}'.; ,,,.;-. .:.i ,_., Cc -~ ·/p.,. ""':> ,_,. o.ao 0 55 0 !O 0 75 IJ ;3:0 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. TITLE ________ _ REVIEWED BY• INSPECTOR DATE DATE I S2HE7ET I ITY OF ARL BAD I SHSEOETS I 1----+-----+-------+---t-~-r---t------1 PLANNING DIVISION f----t----1------+--~+----t---+----I ROBERTSON RANCH PA 8 -SENIOR APARTMENTS WATER USE CALC 1S & HYDROZONE MAP. LI.IQ r (~~ q-.E:J\. 1011 '---+--~--t-~------+---+----f---~-t------11-A-P_P_R_o_vE_D_• __ r.~~--,,r~\+-=--"=.,,..---- PLANNING S-9.-. 1, 1 DATE DATE INITIAL DATE INITIAL OWN BY WRD CHKDBY: __ _ PROJECT NO: DRAWING NO: SCALE: I" = 30' MJSDesign Group ,c ,__D_A_T_E~_I_N_IT_IA_L___,,REVISION Laridscc1pe Architecture+ Planning • Design ENGINEER OF WORK DESCRIPTION OTHER APPROVA CITY APPROVAL RVWD: SOP 14-08 480-3N ' i ' I• ·. A. L 2. 4. 5. 6. 7. C • L 15. 16. . 7. 18. L 1 . 22. '..!4. GENERAL NOTES BIDDING: IT S· IA_l_ clF T.-L=: OWf\ER'S R[S:J,J\lS Ell_ TY IN I\N!Tli'JC AND OEHAI\J:NG cl0IIJS, SETT:I\JC :rs P.~DVISIONS Ar,.::: l~,ST.~,JCT!ONS TO EJIDDE.;:S, SECURING T. t: f\ IJCI\CS AND WORl<ERS cmr_)~:l\'.:"ATION l'\JSURANCE GE~-IFICATES, ETC. 0 FU 1 1.Y ~~N:3U;-~=: THF. QlJALITY A1\JD ·11MFLY (;'.)MP_F.-10~ o=--I-IE Pfl:J.JfX f. SCOPE OF WORK: CO.\JT_RACTOR SHAU_ PROVIDE ALL LABOR, t\.1ATERIALS, EQUIPME~-JT AND SER\/.CES ~-JECESSARY TO FURNISH A\JO !NST/",L_ A COf/,PLETE l~;".;JG?J.ON SYST~~,.i 1'.S PER TH:: CRAWlf'JCS Al\~ Sl1ECIFIED HER:'::IN PLAN VERIFICATION Tl ![SE OOCUMEIHS WIY CCN~/,lrl E:{W-1'.:i, -,:m1ss1m-Js, CQNTRAC:l!CTIONs', HC r+~ CON-R,\CTOR Sf-;1/1.LL 'REVEW AU_ DO(Ul\!Ei'!TS H:JRUGHLY NIJ S:-1:-\LI_ I\C---'IF':' fi-lE LAN!JSCAPE ARCc--l'TE2T NJD OWNER !1M/EDIA!ELY J_=>Q\j N~Y SUCH lJISCDVtRY OF DISCREPNJC':', GOl/::~rd~C CODES s·Hfa.LL T:·E::,\J /\PPLY .. LICENSE: Tl I[ CONTRA:'.::TOR SH/\LL BE .A. C-27 C.l\UFOR1\JIA, ST;\.TE L CEl"\SED IRRIG/\Tlm-~ cmrr~AC"'"OR. ORDINANCES AND REGULATIONS: Al.l ,RRIGi\lrn, IVUiK WITHl~-J TH::.SE JRAW:NGS AND SPEC,iFICATIOr~s SH.till CCi\FC.:F\M_ TO ALL Alx'LICABL'::-GOVERNING CODES AND CldJINNJCES (LOCAi_, COLJN"Y & ST/\TE), PERMITS AND INSPECTIONS: TH:: CC,\JTRACTCR Sf;'AL'_ CF .. 4.IN, C:JORDl-\:AT=. ft.ND PAY FOR AL_ PEm/,ITS, FEES AI\C- AGE\iCY l'-JSPECTJJNS AS REQUIRC::~. FIELD VERIFICATION: CJN l"r-!ACTOR SrlALL v:::RIFY ALL l)!ME'-!SIC\S AND S.TE 20\/0:T JNS □~::ORE SIARTING 1N08K. -:-He CON-RACT:Jr~ SI-IALL NOT WILLFULLY INST;\LL THE l:~;~ICAT ON svSTEM AS SHCWN m~ IHE DRAWll'lGS Wf-sEN IT IS 0131/ CL~; IN T FIU.lJ 1·1 IA.!-JNKNOW~\ OEST:~USTION~i, Gr\.1\DE DWI 1.:.f-lE\!CES OR DISC:~EPANCll::'.l II\ N~f:A JIW·},SICNS ::::;<IST THAT \1IGHT NG-HtNE BE::::.\/ CO\/S CEREO __ \/ IRRIGATION ~,::SIGN. ["HC: l_j-\~JDSC!',.=c:·1-\RCHIIC:Cl. fl.l\L cwN~'-t :iHALL BE \):JrlF'ED IMMEOl)CELY UPON ANY □Is::::ov::::RY OF J.SCR[P.A.NCIES. II\ -1 I'.': L.1/f':1\ff THIS ;\JflF.CATICr,,; S r-JCT -..J~]ffCH 1~~-J, r·HE --nlGATION CON ll";A:.; l"OR ~iHA,.I. ASSUMF ~-LI_!_ RESPCll'iSIBILl"1"' FOR A'IY REVISIONS 'l:::CESSARY. LIARI E FOR FNCROACHMFNT: T.-'.:::: CON rR1\CTOR SH1\LL Bl 8t":'.':iPONSIBLE =-or\ A'JY E/\C\OACHMEf\T ONTO ACJ.'\CEN-~ PiWPEiW(, f~ICI 11,"-0F-Wft.YS, EASDJEWS, s .. r-f~A'.><S Jf-< A\Y CTH[~ LE-:C.t-,L PrWPEfnY lf'.S-R CTIO\JS ffll[ ( t,,1/,l.-<~C CR LUAARKU. METHODS OF CONSTRUCTION: THE ::::O\JTRACTO~ IS SCLE!.Y RL~s~crisIm.E FOR ALL CONSH~UCl'ION :vt=-::rl1c.:-Ds, M[A~JS, s:::ouENCES, PROCEDURES AND l'f-:CHNIQUES. THE LN\l)~JCAPE ARC-I.TFClUl"~A-IT\M IS NOT Llt-.BLF:: r=-or~ C01'~S-RUCTION t.;E-HO'JS. SAFETY: I: IL-: ::.;mJ I f(ACTCR IS S(LF] .Y l~l:'SPONSltlLE r--JR ,Nll)\l:NG, f/.AINTA1\!i\JG Al'JD SUPl-~:NISl.'-JS ALL S/.,FET:' 7 _;ECAUTlot-JS ANC) ::,RCGRN/S DURll·JG CONSTRUCTION UTILITIES: THE '.:X)'-JTRAC WR SHALL BE RESPOt\JSIBL':::: f'-~R VER,FYING THE ~cCATiON OF ALL 'J.'-ICJE~c;~oJ.'-!J JTILITIES,' ELECrRICAI. CABl_E~J, CONIJUI ·s, NJD EXl'STl'-!G .:<:RIGAT)ON l_:I\ES PRIC,~ -o Ai\Y CCNSB:_·STION, SO THAT ::i~o_::iEq PVi:::::AUTICl'.S 1,11AY ·:iE iAKE:N r~OT TO DAN.AGE SUCH IMPRJ'✓EME~ TS. LIABLE FOR DAMAGE: T.--E: CD'-!TRACTOR SHAL'_ BE RESPCNSIGI..E FOR ANY J,t.,\1AGE CNJSED J'( ITS o=:=:KATICI\S TO u-:I_;TI:::s, PU1N":"ING, CO_NS I ~L-CIO\, PERSONS, ::i~o=·rnrY, ETC. f-\'-j[) SH/\LI_ PROVIDE ?~OTECT11/E ME/\:'-)S TO C.;ARD AGi\lflST CAMAGE. COORDINATION: CC\TRACTOR SI WL -COORC•INATE ALL CCi\STRL..C-ION W.TH APP.~OP.~AT[ TRADES 'HROLJCH THE CWNER BE=-or~E ST?J~ I IH: WCRK, IRRIGATION PLANS: Tl-iE ;~_;>IG1\T;ON Pl .. LI.NS ARr. C[\ffRAl~LY ,:,;AGR<\\i1MATIC Arm INDIC/\TIVE or T~.::: WD~K TC BE N~ :-/ill_E[) r~E CCN ··1~,"1.Cf(lf~ .SH/\_L l\.1/1K~ lv!.NJH -~,I:~US'.Mf-JJl'.::i IJlJRlr~G INS:"ALI_MION ;·:J ,.'l.VOID cor~FLICTS ':ET'NEEI'., PLANT[\IG, ARCHIITCTURAL FEA:"URES AND ::::x1srn~c: UTIL::"IES. li'-ITENT (1,=" IRRICATIOl'i DES:Gl'-J iS FULL covrnAc::::, BALANCED SYSTEM DIMfNSION: /\I..,_ ;;c1\LE Dl.\1E-\JSICI\S /,l~L-: /\P.:.JROXlf,Ar'\E. V/Rl7Ef,J Olt,.,1ENSIONS ON DFTAILS 1\l'ID i'LJ\NS r.,,..KF: PriC:CC:UEi\CE OVER SCALED Dl;W::NSIONS. IRRIGATION NOTES. SEE GEi\ERAL NOTES Gr-.J THE DRNNINGS 1--'::)R ADDITIOf\lhL WORK REOUl.::r::□, BUT NOT SPECIFICALLY MtJ--JTJQN[D II\ T. IESE SP[CIFIC.ArlONS. ALL WORK C,li,'_Li::·J nJr~ ON THE DRNN NCS BY NOTES SHALL 3::: .=-URNISHED A\: 1w,·-:.,l.LUJ V:ili'::r!IU~ rn~ NOT ~Jf.JFC:I~1c.~LLY r,Alh.110.\JED .I\ THF: SPEcI=-IC/\TIONS /\1\]/0P r)[-"IAILS. POINT OF CONNECTION (P.O.C.) VERIFICATION, LOCt,'ION OF TrlE POIN r o~ CIJNNEC l'ICi\ SHCWN O\J Tr'.E URA•,'-/1.\J{.OS :·v11\vrir: J..PPl~OXIM.A.TE Ol'JLY. 1·~1:: CONTR1\CTCR SHA_L _APPROVE_ Fl'IAL _ (P :JC.) LOCAi ION '-r/lfh THE O\NNER (JOB SUPERl~·l'ENDE~l') .HE CONIT-'ACTOR SHAL.~ VtJ~lf-Y II-it., STi\"."!C FRESSL..:1'.::, METER SIE ANC SIZE ·OF SERI/ICE TO THE rvl[-ER ('::·,O,C.) A-E:ACH PJINT CF CONNECTIOi\i. MATERIALS: AU. f✓ATERIALS A\/) =QJlflJ·,::::NT SPECIF!::::::, ,I\ IHESc DRAWINGS s:0 ,\L_ BE NEW AND IN PERFEC[ CC.\:TIO~ W-ER::: ll'JSTAL_EO .A.NC SHALL BE INSTALLED IN ACCUf-<:UANCE; W'TH THE MANUFAC-LJRF.R'S SPECIFICATIOi\S. SUBSTITUTIONS: J~SICl'J, MMERIAL. EQUl?ME'-IT 1\I-.JD =ii"'.UlJUC:S (Jl"HU~ !"HAN Tf-:OSF. DE5C~l[)!:lJ OR INlJICATED 0\/ ")~fl.Wl~JGS MAY EE CO,'-JS.D[}~ED FO~ 'JSE. W~:TrTN AfJfl_~OVAL =-oR SUBSTITU-IONS SHALL BE OBTA.l:\IED .=-,;ovl ff.E OWt\ER · AND Lb.NDSCAPE ARCHITCCT. AL_ SUBSTIT JTIONS S7A_L CCi\l:cr~M TO '---OC.I\L CCDES AN!J OfWINP..NC[S. A/:-,Y EQUIPMrnT CR !.~ATERIA,LS INSTALLED WITHOUT APPROVP.L JY THE OWNER 01 LANllSC.A.PE ARCHITECT 1'.1AY nr:: ~::::.Jr::CTED AND RC:MU'v'r:LJ fir CONTRACTC;;;':; EXPC:\!~~- FlTTINGS· CUE ro r:--1c: SCAI.E OF DRAWINGS, If 1:; NOT 7 0:.::SIIJLt: -u INlJICALE /\LL OffSUS, !-HIINGS, SL'::EVES, ETC,, W·liCH M.A.YDE REQUIREJ. THE CO\JTRACTO-~ S.71~-Ll CARF:=-I .. ,i !_Y INVESTIGATE TH:: SiRU(;TLJRA.L A,\.--:J ;'l~·JIS7ED cc,I~I IONS ArTTCTING AI_L rn-· l[IF. 'WORK ANO PLA.i~ THE WORK .i'\C20RDIHGLY, ,=-L'Rr·~ISl""1I1'-JG SUCH F!TTli'~GS, ETC., '•As rvlAY BE RE(;L.,.RED TO fiEF:T SUCH CONDl"IONS. NOJlCE OE COMP! EflON: :·HE COMPL:::T.U\ U.-· I HC:: CCk'T~ACT :",I 1AL.L BE ACCEP-ED. AND NCTICE CF COIVPLETION RC:COf~DED 0.\/LY wrrn T~;:-r::rfnRE 'coN-;-RACT IS COMPLETED ·10 T:-E SAJIS.=-ACLON or· HIF: OWl'-::C::R'S /\Ul!-:C)fZllEI) =~::::F RESE.\T AH✓E. OPERATING INSTRUCTIONS: AFllJ~ TH~: ·sYSEM HAS BEEN CCIJPL'.::::TED, THE CJl'JTf?A(:l"OI~ SH1\U_ IN:-JlfWC'.I' rnI_ CWNC:R'S AJTHORIZED REPRC:SC:, TATIVE IH ""HE OPER,\T ON AI\JD .l.1AII\ TEN.~.NCE OF THE SYSTE\l ANJ S~.D,LL FUl--ml~H A CCfv'PL::::TE S::::T 0:" CPERATl~JG INSTRUCT :JNS SITE MAINTENANCE: , CCJ1'1rnACTCR ~;1--,Al.i KU: .. i_) llll: PROJEC SITE C .F.A'~ ArJC f-li:CC: F~OM Rl,!FlF::IS-{ Ar'-,J DEoRIS. /1LL J~~fJWS SH.ALL BE REMOVED F"ROM SITE PER _CC,\L C:JDE /\1\D ORLJ!~JN-JC'.::::S. GUARANTEE T:"1E EN l"I m: I:~l~IG/\TON ;;y:; llJ./ li\CLUDI.\JG i\LL WORK r:Cf\:F lJNDr:.:r;: IIIIS CONTf"~ACT, SI .r\l __ 1:3l: GU/\~/-,N--:-EFr: 1\G.A.INST ALL DEFECTS _;\f'-IL.: f-"AliL: OF :v1A~ERIAL /\I\U VVORKl·/'.ANSHl=i, i\ND SHALL B[ :v1AINT/\INED IN PREFECT WORKlt~c· :JRO:::R FOR ON::: (1) y·:::,A.R FRJ~~ l)/\l"C: m· COt✓.PLETIO'-l 3':' T:-1::: ccm·:-RACTOR \,VIT-·.OJT EXl:'f:'.N':SI: ["'.) F-~. OWJ\ER A_I_ MATERIALS J~Er~ SI :AL_ CARRY A 1✓.A''-JlJFACl"Ul-~F:rrs GUARANTEE CF' t✓INl:vlUM ONE (-1) YEAR. ANY :;r:::nLING o=-B/'.\CK.=-IL'_ED rnHJCHES Wh!CH IVAY OCCY< DU[WlG THC o~r YEAR PERlOD Flt,AL ACCE?TANCE S,jALL BE l~EPAIRED TO THE OWNl:JfS SA-ISFJ\CTION t:JV fl-T cmrRACTOR w_.THOU 1· ::.xl-'E'-JS: TO 1·.--1:: ,:..:,W,'-JER -I~1CL:_.:_:,_r:G -H~ COMPLETE R[s-:-oRATIDr-J or Al I_ OA~JAGED PLMTING. ' PAvlNG OR OTHER l\1PROVErv1E'>HS OF N\Y Kli'•Jn. . 1 B. 2. J. C. 2. 4. 5. 6. 8 9. 1 D 11 FIELD OBSERVATIONS RtQURED FIELD OBSERVATION WORK: Ht::;:: Pl/d3 W:'".RE PREPARED WIT~ T: 1: Ui\JOERST/\1\CING rH/i~ THE OWI\C:R m· SAIJ f:ll ANS WILL l.-SE PROF·r:'.·JSl:JNAL DES:G\ ASSCJCAl:S ro P~QVIDE "FULL_" CONT1AC-SER\/I::'.:'::S INCLUDING °FIE_D 09SER\lf'JION SL-JNICES ::::L_;lf\C CC['-iSTi~UCTION. FA!U?,'::: ro VJl-: rr--WH:-::SS.CN/1.I_ 1Jr:~.-;I~;\j ASSOCIATES TC i·'l~OVIJ::: NJC C0 1J:::, _EE If-IE: =-1ELC CBSERW-,TION :;u:N c~:s SET FCf~ Tl :-.':::REI\J WIU. '.JISNIFl2.A,NTLY INCl"ll.'.t'1SL rHE \1.SlrrERPRET,h..TIOr-. 0~ IHr::: INT~Nl OF Tl··.[ DES!Gl'L t'.\JY -.....I:'gUTHUrs:!LC:U r1/0DIFICATiON'.:; HE~E--o, N~O FA:-_UHI:-: TO. DETECT ERRORS A'-10 rn,1ISSICN5 [\I JhE f-'l__jl.l'JS AND 'SP~C:IFIC.A.T.0.\JS CN~ BF.COME _COSTLY :vllST,t\KF:S BUILT INTO THF: PRCJEC-. I H:::I~1::.FOl~E, IN T~'::: EVEW IHAT ?~O~E-SSIONAL DES.Gt·, ASSOClt"I.TES IS OTHERWISE ~1kTCl.JDED =-RCtYi COMf.JLE--IN() 11 T r=-ELD 03SEfNI'•, '"'UN s~~VICES SET I=·cI~ ,·11 HE~Elt\, -HE OWI\/Ut or~ SUBS·::::auE'H OV•'\::R ( NDIVIDUA.L5 OR COR~ORATION~; W.-1:J H.N/E '.::!J:=:1CHASEb Ti-1ESE PLAI\S WI 11·1 ~HE PRO.JECT), A.Gl~lJ::S TO .""10LD Hl,m/".l:~;s INDEMNIFY. /\ND ~JFr,::Nn p~c,_;;,ESSiON;\L O,ESIGN ASSOCIATES' /\NJ T!-1[11 , CD:"\JSL,:.,r1\NTS l':-2.rnA Ar-.JU AG.A.INST /,NY J\ND P,LI_ ClA!MS. FIELD OBSERVATION COORDINATION, HE FOLLUW:NG 03SERI/ATIONS SI IALL GE :,\/l~IATEJ BY r ~E COl'-.TRACTCR NJD COORDIN/1.T[D _ THROUGH T.-l::": _O_W\J:::R ~ .. 06 SUPE:\ .'lTENDUn). rHr: ccr\r~.AUOR SHf-,L_ NOlll·Y T,I;;:: OWl'E·~ '~~OlJ SJ.=>::,~.I\ E\/0:::NT) Al'D LANDSCAPE /\F~CHITECT NC-:-!_ESS THAr~ FOF~P-F.ICHT ( 48) ,-!O'Jf6 IH f\[.)1/!,JlCE Cl::-AHY CJBs:::S:-Vf\TICN. CONT J\.L,ED VvCf-~K WI f ·l'.)UT casrnv,\~10\ o.:::- THESE PHASES :-JF WORr< :s AT r-lC: CONTRACTOR'S f~l'.:iK, 'tfll'H ANY' hl:OUll~l:D CHANGES U:~ 'vlOJ.~ICATIQt,IS l"U [3[ AT -HE CUNIRN...:ruR''.:: EX:::JENSE. I·r~ ow:1r::R (JOB SIJFERINTEI\CD\T) SH.ti.LL INFGRM THE l_A~USCAFE A~~CHl-!"ECT AS TO Tl I[ PURPOS::: 1\1\C TIME OF THE CESCRVA-:-ION FORTY- :::ICHT (1-8) HCUf6 IN r\D1/t\NCE. CLOSING OF NON INSPECTED WORKT.--IE CONT~.t..c-oR SH.ALL .\JT A:.l.DW I\Oi-1 CAUSc ANY :W lllE '-//ORK TC m COVEf~EC OR E~lCLOSED UNTIL IT Hf1S B;:::EN INSPI.CT:::-J, -ESTED t\N) Ar'l lfU'illJ ff( THE CONSJ_ilNG ENGINEER -:.,.H AL"fl IORIZEO l\l'PRESENTP.rlVE A:--10/C-l GOVERNMnJ l'AL N~ THORITY H.6.\/:NG JlJRl;';nlCTION OVl'~ P-1= WORK SHOU·_D Al'JY :JF THE WO~K BE ENCI.O'.:)Ul '.JR COVEREJ dl-Y0°~E SIJCII INSfJ[Cl'ICJ[\ A~~[J l"F.S I, )-_-SHALL ,UNC~N~~I-~ HIS WORK /1T HIS mvr---: c:x_=iEr-..SE. 1\Fr:::-{ 1 · IIAS t3EE\/ .NSPF:CIT:lJ, J"EST::::D Af,Jr) Ar1f1IWVUJ, l"HE comRACTOR SHAL_ MAKE All. REPJ\H'.'j Nl_:~C[SSfl,RV rn ""I-IE OWf\ER'S SAT!SFA:; I l<Ji'-L JOB SITE MEETINGS AND REQUIRED INSPECTIONS, A. PRE-JOB MEETING ON SITE -PRIOR TO COMMENCEMENT OF WORK fl. IRRIGATION MAINLINE AND EQUIPMENT LAYOUT. C. PRESSURE TEST IRRIGATION, MAINS AND LATERALS D. IRRIGATION COMPLETION / COVERAGE TEST UPON C:JtvlPLl::J.ON CF T~JE !F<F~l::.;ArlO.'-l SY'::(THi IN:.iT/..U i,TICi\ ;\NU I 'f~l0r\ TO A.'.JY PLAf'.i II:\J::.;, THE C.:Ol'ITRACTCR SHr\LL ADJUST SPRlI'-!K_ER Ht.::A.OS TO F.VEr\LY AMD PRCFERl.Y lJl'.:.Jl"f~IJUTE THE riA r· Qf PREC.PITA~I0~-1 or T.""1::: Wt1--:-ER Al\l) SH/1LL DETF/~:..1INE IF rHE COVU~AGL:: OF r:-1::::: PLJ\NTlr--.G 1-\RE;.\S IS C0\1f'l.i_~! [ fl.HD /1JEOUAff CO~JTRACTOR '.:JI-I.Al .L. M/\.KE J\DJ JSTrvWr·, ,·::., ! 0 PfWV.DE OPTIMUil PERFOR~ilN·JCr::: ANC PRE'v'EI\T UNN::::C::::SSAFU OVER SP.~AY CN ALL W1\LKS, ROAD 1NAYS Nm BJILDtN;:;s · Tr.E CONTRACTOR sr.AL_ f_.Uf~~JISh AL-_ lv'AEf~IALS Al'JU PERFOm~ Al ,1 WORK REQUIRED T:J ::::o~RC:CT Al\ Y IN/\IJE(hJACWS o=-CCVERAUE UISCLCSED BY IHE CO\IER/\CF.: FSi. MATERIALS NOTES GfNFRAL: Tl-IE FOLLYNl~IG LIST C0~1-PR.SES THE P~.\~ FL~ MATERIA'.S BJ! ncr:s :'WT SET L7E LIMI IMICI\ FOR MMERI/\L'.:J REQU .. ":EC.. IT Sf-I1\LL B~ UP r:..J n-lE cmH.=--iAC~:JF~ I (j SHOW Tl IP.--:-1'\l·/.;:,LE QU/\r\ llllf:S CF -HE REQUl;'E~1 .\.1ATERIALS 'N'::RE us:::□ N\:C· [1\ISTALLEO ir-.J ;\CCORD.fl.\JCC wI-H n-.ES[ Fl.ANS AJ, ~ su::Clf-lCAl"lm,-1s, PRESSURE-□ MA!NI INF ?IPE -~r~CM SUJRCE GF ':JUl 11·1LY ro CD::,ffROL Vr\LVZ..S AND HOSE BIBS 2" Of~ LAR::-:;::::~ SH/\LL BE CJ1SS 315 SUR 13..5 TYPE ~220 -:::-.v.c. CON=-o;:r,flf-.JG TO AST.\l :2N·, ASH~ o· ?84 1:.Xif~LDED FR0:-:1 VIRGl~J tl/ATERIALS. A_L ?PE IFSS Tl IAI-.J 2" SHAU J[ SCHEDULE 40 TYP[ 122:::: PVC. f:Q\ffORMll'-JG --:-:J ,r,,~:,r:vi 1)1785, ASH~ 0·734 /,LL PLASTIC PIPE SHAI_L El=: lli!/\hKED S"1ALL 8E EXTRUll[D FR0/1,I \/IF~Gl~•I l✓Aff~IA,.:; VVITH TH~ .\'1.A,[\L)~N:ILRER'S N.l\tv1C": fYfJE: r'\t\jO CLASS :JF =-IPE,. S.ZE A\JD l'.SF Ari1·i:W\/A_. LATERAL l lNE BELOW GRADE: ['-:ON -·PfC~SURIZED Lt,,TE~{AL UNI: 1111'[ SHALL BE CLAS'.:J 200 S.J? :2.1 TYflL-: 1220 -::,_v_c·. CC.Ji'-JFOR~,l:NC TO AS-rM D22'11, D 1784.. ;:: .V.C .. ~IPINC SHALL '3E EXTRUDED FROl·i Vl3GIN MATERIAi S. AL.L _) _j\STIC PIP[ :~r'Al __ _ c:.;;_· l·A?.HKC:l) Vv'ITH -~E 1~Y•J~LF1'\CTl.,JRE:~'S l'J/\rYII: ~yp:: A'!J CLASS CF FIPE, SIZE ,A.ND NSF /..PPROVA! __ LATERAL LINE ON GRAPE: NOl'-J~'.::!:lESSl.RED I_,.'\ER;\L LINE PiPE ON G."ACE SI-IALL 3E SCHEDUL::. ··10 U.V.R. COi'SORl·/.M.:: TO ASTM D 1785, AS--:-M 0·1 784 AND ASH~ G-53. lv'N~UFAC:"Uf~EJ BY ;,c'I/NJNl PIPE COIIPNH JP. AS IIIDICMclJ U\: L"C"l,D. P.V.C. FIPING SHA.LL BE r:::x-RUDED Ff~OM \ll~GIN i'-,1/\TE~I/\LS. t,I_L PLAS!-IC ~:c-1::: SHALL -:3-<:.: ',il/.HKED W!iH ~HI.:. Mf1~JUF1\CTUi\U(S j,J;\~1E TY)=--N-W CLA.SS OF riir.Jl: ::11/T AND f'ISF AD_::JRQ\/AL PLASTIC PIPE FITTINGS: Sl-1/..LL 3E SCf-.EDULE 40 P.V.C. (C:Oi'JF'.JR.\11\JC TO ASTM D1785, 02465) TAPER[) SOCr<CT IJP':::, SUI -,11.,r:;I J f-0 I\ EIT!-:ER SOI..V[.\J'C W['....0 OR SCl'H:W[D CD\/NEc-;-I01-1s, FU..i'-:GE Nm SP..DDl,::": I Ec:'.::i 'NILL. NOT 'J::: AL~CW!:lJ. SOU/EN:" SH/\LL □[ />S REC:JMMU\.~:::c UY THE PIP;:;.: N~D FlTTl~\C MANUFAC-~IJRER. BRASS PIPE ANO FITTINGS: 6~1\SS PIPE Sf-:AL'"" BE REJ BRASS, :JC· l~J;_!L_E 40 scr-zi:::wrn ? .:::E CCi\FUR~Jll,\I'..., TO FEDERAL SPC:CIF!CArlUNS l~O. WV\I --l'-2151. Fl7I'-JGS '::irl,"'LL EE RED nRASS c:mJFOR.\11~-Jr, TO F:::DERK. Sf-:E'c1~·1cATION ,\0. WW-P-4-60. . COPPER PIPE AND FITTINGS: COl'l1EF'. r..::_IP[ 5.--I/\LI_ l:c: . YPf.:: K (HARJ-O~NNl'l) cm~Fo.=tvl \G !Cl AS. M 1383. Flrl~JG 5· IAl.L UF WROUCl·II '.JOI.DER JO,\T WP[ 1r,.; ACCORDANCT \\'.TH A.\JSI c-16 .. 22 JCIN I:; SHA_L BE SOLDf.:J~ED IN AC:C~)IU,\J\CE TO ASTt,.,1 IJ-?.C,G NJO FED[RAL SPECIFl_:::;A-:-I0\15 Wli=l OC655. STEEL PIPE: GP..L'v1,'\r-.J'ILl:lJ ·S-EEL PIPE SH.A,Ll. fl[ AS.t,,, SCHEDULE L!.0 M,i.1 __ f:D STEEL scrff'NF.D PIPE w1-:-.-1 ~.lED1•JM CA.LV/1.I\IZED SCR[W[D BE.AUED MALLEADLE IRON FlrmiG'.:). SE:::L r'.PC ~>H?.I_L EE INST/\1 \ . J ON CR1iDE S:::C::JRC::D TO S~~~-"/\CE PER ::::::Tt1IL, BAI I VAi VFS: SHA'_L a:::: B.RCN2:C: cm Pl_ASTIC E:JQ[)Y Ni INDICATE) O\J Ji~NN,I\GS. 12.S P.S.I. t..1lt\/Hv1UM, ""1::::AVY DUTY, 1~:::o:::RAL SPC:CIFlrn, CROSS r'.AI\DLE .. lr-.JSIAL_ I",' rH ~UJ.S. fYl 1C: PU1STIC UH U~IJAL AC~C::SS r:ox AND LID. CONTROL VAIVFS SHALL B~~ AS _\/D.CA~TD ON 1·+: DR/\WINGS w1-H -::' _O\•\• AD,JUST.\.1E'-IT AND MANUAL EL:::~o ·.::~.V!CE', INSTALLl~D, ll!JLESS JTHERWl:.:E INCJICAT::::C, I\I ONE o=-TH~ l"OlJ.OW.NG TYPE [3QXES AS ~~DICAl'F~.~ er,. Ti-IE Dl~AWINCS, ·Cot,.l~EC TC CONT~O~LE~S I\ n-lE c:=iERATNC SEQUENCE IN[~ICPJED :JN THF. IJIWNIHGS CONTROL WIRE: C01\:\:::CTIONS BEfWE:=:N 1"!-IE .LI.JTrn./ATIC CUN l"F~OLL::::.~S_ Ar~D I HC: ELECTROi\HC CO.\ TROL VALVES S:-I/\LL BE J=-, ~OL J COPPER WIRE, 1/iNYL INSUlATEIJ 000 1/. ·if\ ·1t~c-;, FD:-< DIR[CT JJRIA_ INSTALLATICl,S. CCCI\::; SHALL EE COi.cm •Ir?= FOR I .OT V/IRE. WI--.IT::: FOR cmmo.\/ ::;r<ou0.c WIRE, r .. 1;:-11r..1u1Vl WIRE SIZ-::s '.:+AL_ BE 14 GAUGE BURIED 18" 1:3!::LOW Gf~ADE. us~ A~0 ~0VED WATER PROOF WIRE c;)[\j_\J~CTORS A\!Ll '::[::Al.ER m~ f1_L s_=i _ICES, P-. 2!-" i:X 0 AN'.;ICN PIG IAI .. COIi. SHi.LL EE PROViDED M EACH CCf\-ROL \/J\LVE P.i\D r'\T E/1:::-1 C: lta,\C: I1'-J Dl~EC r CJ\! o::-fHE WIRE RUN. Wlf-(NC SHALL OCCUPv ThE S/\ME -R:::NCH f\\D Sl·iAU. BE !i\JS""'."AUJJ) ALONG fHE SAMC: f~CI~ E ?.S l''f=.SSC/\C: 1 . . L. 13; 14., 15 16. 1 /. 20. D. I. 3 4. 6. 7. 8. 9. IC. 11 , 14-. 1 5. AUTOMATIC CONTROLLER· SHALL BE AS ·,D CATED Of. THE DRAW,>lGS, CO\P _[-E \l'.'TI I [l_[CTRIC/\L HO,J:\'.J? ANC ?:\OPER t✓UU1'-!TING.. A\JY CONl"i-~UL \/!IRE EXPOS:::J fa. J'HC: CONTriOLLER SHAL_ BE ::::\JCASED IN EL[CTRIC.A.~ CONCUIT OF rHE S,ZE f~l~UUII~[), (JJTDCCI\ CdMrnDJ .. E~':) SHA.I'!.. OE Wllf-,IN /\ VriND/\L. RESISTA\JT FJ~CI_OS~~:: ANC EQUl=iPED W1TH A'-J or,;/or--1: SWIICh ~"Cr~ 11'.l VOI .. I POW::f~ SUl".JllLY l"O :YJ~Fl~OLI_ER. IRRIGATION HFADS: SH.ALL BE o::-THE' TYPl:S Ai'W SIZES i:'-ffJl'.~A lD ON Tf-::::: Cf~NNl~JCS.. N_L f-;EADS S--1,\l .. L BE /\DJL,S--:-1'\3_:r-:, r-ws:::R r,IPPl..~S Sl·i;\U, 'BE ["Ht_ SA:v1::: Sl7'.[ /'5 ,T~l::: RIS'::R c,:::::o,ING l·'-1 f!"C: tJOLJY. ~ACKFLOW DEVICES: 3ACKF __ O'N, PRY.VENTCRS N-JD/UR VACUUM BRE.AK[RS SI ·I.A.LL G[ AS INDIC1\TED O\J THE DRAW:.\/8S. ANC .AS A::: :iWYlll f3Y P.HI HCJl~l I1·-~s HAVl:-Js ...:L1<1c;\J;c I ION, l~STA:.l.1:1~ TO MEET LOC/\L CODES., 1\LL. IRRIGATION SYSTEMS JSING I 'OTABLE '-NATE~ SOURCE R.::::QUIRE 8A,CKFLOW :i_~EI/ENTIC)~J CHECK YAIVFS: CONT~ACTOG;-SIIAt-l. i'-.S~A_L AN;I-DRAIN \/Al.Vf7'."; AS REQUIRC::D TO PREVEJJT _cw HE1-\0 DR!\tNAGE. /\I\ Y J-!F1\D THAI l.::HAINS 1--UH .l.i1Uf~C: ~Ll\'J Or'-JE /1,tf',U IT R::.:::~Ulfil=.S A1'\ J\N I·I-IJH/I.I~~ V/\LV:::. AJMOSPHfRIC VACUUM BREAKERS: SJ iALL BE HEAVY CUTY 3oAS3 Al,□ FEDERAL S.0 ECIFlcD. 111S l"ALL 01-NCN-CONSTA.~T ...J,\ESS'JRE _INES (LAE:~/\1.. I_.NE) [JEf~ MA\JUF:\CT JRE'S , SPECIFICMIQr\S. LOC:ATIO\J ?i::R DRAWINGS, PRESSURE' REGULATORS: SH,~-.LL. 3E RRONZE OR P~ASTIC t:JUIJY A:i INDICAIED ON DR.'\W.\CS. l'N-:--:-oRY SE: P.S. AS SPEC,FIED P =J-'1 CHNvVINCS. QUICK COlJPI FRS: SHA_L B::: HEAVY CLTY BRASS W!TH COLOR.ZEC PUBBER C01/ER NJD TWO (2) Pli:CE BODY DES.GI'-. LOC.t1TIGr~ PER DRA1NINCS. ~= i\!_L c,::srns TO O~.CK ·couriL1:-::w; f\NC B1\CK FLOW J~V CES SHALL !:JC: ::;r_;;-•=JJULE 1;0 EmASS u~ He: f~U~'.JrffD. s1z:::<::. RlSERS TC IRRIG/\TJQ\j :-!U-\DS S.7.4._L E:JE° SCf-EDULE· so' l'f=[ . 220 I-:.>.V.C. CCI\FORMli';G ru AST\1 2454. VALVE BOXES· INSTALL ALL VA~V~S, Excr-:1 11 ANTI-SIPIION V/1LVE'.3, if\: FRF:·1ACI_DEO HIGH l~'PA<>l PL..f\ST!C VALVE BOX. US'.:- ROU_ND BUX ~·o_::; QUIC.-< CQU_.JLU~S ,AND m::cI·N\Gl_A~ BOX FUR ALL· CHI rn VAl_.v-::::i. l\.l:.s ((m t\CJ?rw·/EC ECUAI .. ) 'tlll'H Gc<EEN LID. _CCAE IN Sr.RLB PLA,T.\G A.REAS WHENEVER POSSIBL.E PLASTIC PIPE NOTES HAN11L1Nr.: THE C:O,\JTRACTO~ SHALL EXERC:SE CARE, IN J-1.ANDLING, LCADiNC AND STORlt-JG P.V.C. PIPE .Al~D FITTl.'IGS. AL_ P.V.C., PIPE SHALL LIE ::-LAT SO NOi :o SUB .... ::::CT ,T TO l'-ll"ilJE BE~JJ.,\:G c.=-CCNCEt\·-ru.,n::o EXERtv\L '-CAD I\T ANY POINJ'. P.v.::::. PIPE AND F1-r1N(;s SI-IALL NOT BE STORF:r/ IN DIRECT SUNL GHT. ANY SECTlm~ OF ,.JIPE Tf--!AT 1-1/..S EEEN lJCN I lU CR DA\i1AGED WIL•_ BE DISC/>HQED. LOCATIONS: PIPF: _IN[S SI I.ALL □[ l;-JST!\Lc.ED 1~.J Tl-i[ LOCA-_CN~.l AND Or l'Ht: SIL'.c:S SHOW~-ON TH~ )R/1.V'.tlNC'.--' Of\ f-H:l•n.:IN SPf.CIFIFrJ. '/'H=:RF PIPl[\i,C CJl'I THE D.~i\WINGS ;; SHOWN UNIJl-:I~ PAVI: IJ Al~[AS '"3Jl l~UN~ilNG fJAR~LLU. NH) N)JACLN I TO PL/\~ffl'<G l\RE/\S, THE lt"\E\ T OF Tf-.::: DRNt/I1'-IGS IS TO INSTA.LL TH::: ::iIPH-K 1~·1 THE PLANT \G AREA, PIPE CLEARANCE: UNDERGR0I,J\JO J~~ES \lfJ I·c 2" INCLJSI1/E '.:,HA_L HAVE A tv1INl\1UM HORIZO.\JTAL CLEARNJCE OF 12" FROIV. Ll~,ES CF OTHER !RP.DES THIS REQUlf~U/l[W o;ws 1~0-,--- APPL_Y TC A:N ..l~~ES CROSSII\G AT ,A.'-JGLES FROM 115· Wl:-H EACH CTI IEf;. A MINltvlUi',I 2" VERTIC;Y CU:Ai~Af~C[ Si 1/\LL ,B[ :vtAli\.TAINFJ) fJF:"IWffr~ I.INES 1,'/hlCH CR•JSS :!'::TWEEN THESE _AN\;I I-S. 1-.JC I.I\JI. :·;I1,A,I ! Ill.: 1:-JSTAL_EJ ?/1i1AI_I_I" D .A.l'\D Dli\lCTLY OVER N~:JTHER UNE. ASSEMAI Y: 1 AL_ Pl::iE SHALL BE ASSt-::Ml-ll.·]) FREE FROl·J DIRT. Tf-E lvl/1.lf'J LI\E SUPPLY SI 1A_L _ElE FLJSHEO OUT 1\NO TFST[J ~O["~ I f"M<S BEFO~E -~J\CK FILLi\JG N-.JD WIT""1 CO'-!TROL 1Jf\LVES IN PU\CE Ai':IJ BEFO~:':: ...ATERAL pI=i:::s ARf'.: COW~ECTED TO VALV!:::S. E/.,CH SECIC.\ 0~ U\TERAL =ilPE SHALL BE FLUSHED· CUT BEFo-::: SPRINKLER '7EADS .tiRE IITT/\CI 1c·o, UNDER CONCRETE: CEl~ERAl_i_Y. ~::Plr~G U\JD::::R CO\J:R;:-TF SHP,l_l_ :i::; DCl'-T 6'( .JACK'N,G, ~c~1r-~G OR HVDRAULIC - [)f{:Vl1\JG. V/RiTTE:I~ PER~/ISSIQ\J TO CUT OR B.~i:::f\K SIDEWJ\Lr<S .N~D/OR CCNCRE-E MUST BE OBTAIN=::'[-; FROM TH":: ow.\J:::~'S AU HO--.:ILED FiEPRES:::lrATIVE. NO HYDRAULI:::: .~VINC ·v·vlc_L BE PERMITT[J J'n;:::R A'3PI-IAI._TIC CONCRETF: PAV I\C:. INSTALLAT!ON PROCEDURES: ::xc[PT ;\;; ND 1·::'L~ lf'-1 OTI l[R0 r'NHS 0. -HIS SPECIF C;\--:-ICl'-1 OR II~ 1·_7::: lJr;AWl1'-IGS INSIALL.ATIO~ 01-11rir:: A\/1) ~1rln:-r:; S""1ALL a~ AS OuTL\Jr-IN lv'fl\-lJ/-,_S AS FURNISHED dY PIPE MA>;UFACTURER \'vf-.lCk S'""1A'_L BE ::::::::Erv.ED Ai'm CONSTRUED AS PART OF THIS SPEC:FICAT.•J.\J. PLASTIC Pl:J.:::: SHALi_ ~JOT B:::: ...AU WHI--N .lll·J~E IS \-\i'ATER IN TREIJCH PIPE DEPTH. PRCVI□::: A Mlf'-11~,IJM 24" ur· EART'""1 COVERAGE f-CR A_L PRESSJI-E 11/f\ll\JLINE PIPE ~," NJD Lll..RCER. PROVIDE A Mll'-.)·/l\113" Of EARTi-1 covrn,i1,c:: FOR /•,LL ;:,:-\[$SLR[ Mf\lNL.\= FIPE UP TO N~D INCLUDING 7 1/L.". .-J~OV!DE /\ t"11NIMU:Vl OF ·1 2" OF ENfi I I GOVl:]~ACE FOi~ A .. L l·JON °PRESS1Jlff LATEf~A-.. 1 .. I'-1:·:s. SITE MAINTENANCE, AL~ LU.~BER, RUBBISH ACID I.ARCE RO::::..<s SI ·PL .. m: r~EWNEIJ rncr-A --HE mENC:1c.:s. i-:I1-T Sil,!;,LL HAVE A FIW/, UNIFORM RF.i\-\lNG FO~ I Hl CNTIF~E F:NG"'I I Of U\Cf-HPE LINE fO PREVENT UNEV:::N SETT~EMEI\ T. =iAb T:""1·=- 1 i"il:NCHC:'.:i WITH CIRT dR SAND IF Tri[ SOIL IS EXTREMELY - RO~fY. TREE LOCATIONS: ll~l~ICArlmJ PIPll'-.C:. TREf\lCHl'1G PIPE. F:;EE LOCATIONS T/1KE l'l~IORl"IY ov::::R s·-t,KF:: FEE LOCA-:-IONS ~;:;ilOR TO EXPANSION; = ASTIG f]IPI VI/II.I t:XP.AND Al·'l-'h'.OXIMAlTI_Y SIX If\ (1::i") _ P~T; __ iHOJSAND FT. (1CJOO') BET'N'.=:EN DP..V ANO NIGHT l::::MPERAILJRES 1.\1 .---!DT CLll\,1AfE. .THE~E=-ORE, PIPE SHALL BE SNt-,KED P0\-1 SIJ'.::: TO s:□= Of TREr~CH l;JQ'TTrn/ ~o ALLOW r·o~ ':.XPA:-./SION AND CONT8AC-ICIN. ' PIPE MAINTENANCE: ,:'.LL FOREIU\ MA rm OR Dl~T SHALL BE REMCVED I ·W\1 Tl IW)IIJE OF ffl[ PIPE BEFom:: I IS LOWE!~ll) I\JTO FOSITlm~ 1r~ THE -:-RE:NC!--. NJD IT Sf-ALL BE KEP-::::_EA\J 3Y ?.PPROVED l·EANS mm1~.G ?ND AFTER LAYING or rHt, PIPE. SLEEVING: rmlGAl"ION L·[\:::::; -~1 1AT .A.RE lJ~Jllf':R STR[;:::Ts A;\l'J =iA\IING CVER SEVEN (7) FEET WIDE SI lt..LI_ DE l'ETALLED BY -:-H~ CWNER SI.FF.VFS UN[JFR PAVING NJO s_n::::Ts SH/\I.l. tJE SCHE:;l., __ F. 40 /1,NC TWO TIMES THE DIA.\:t:_lt.J~ (F lHF P!PE AND/ cm N)l:::C!UATE FOR ll'-:S-t1_Lt1T!Gr-j OF W.~E. Sli::EVII-.JG Sl---AL_ BE COORDINATED 1NIT.-RRICATIOl'-1 CONT~1\C!OR PRIOR TO BECl~-JNING or· ·N:)f~K THREADED CONNECTIONS: mJ PL.J,.ST r. -□ STEEL COI\Ji'!ECIOI\S, T 1::: CO'-JH~ACTOR SI li\Ll_ WORK fHt-· ·:_;.• EEL ::ONN[C":'IGr-...s Fil.ST. ' -NOt(---rlARDD-11.\JC; i 'II-'r: F'E;;:,,,1ATEX #2 IEF LO~J TAPE ':SI !Al.L. lff: US[D O~J Al,.L THREAJ:::D PLASTIC ·~J STEEL .... 011'-1"'."S, •Nm LIGf-iT WRENCH PRESSURE IS AL~ THA-:- ::HALL t:F USECJ, SOLVENT CONNECTIONS: FCJf~ f---'.\/.C. PlfY (:n~If~N:IOI~ SrlAL.L LS[ SCJl.Vr::~J r Pr<IMU~ ANO SOLVEU CUIIC::N"I ~==cmM'l1ENDED BY THE MN~UFACTUR:::R Al\C CCI\H.;.HMING re, .6..STi..1 0--2564 fOR UVR.-F .. V.1.. SCL\/U\·r CEME1'IT SHALJ. Bt:: 3~0Wf\LINE BQf\1)--ITE c:)it:::n (COI\FO~Ml~l(; rn rHE ·~~QUIRD,1ENTS m· NiTM D--2564) N'PLY WITH AN APPROVED :J.?.IMER PR:'.JR TO APPLICATION OF CEMO,ff. ,A.LL :=-:PE NW FITT:NGS SHAL'---BE THOROL,Gf-LY CLEANl:.I) OF DIRT. DUST AND ~10IsT1J~E m.HJ'~i-,-;,1 11i1_YINC ::;01.v;-_Nr. THE co>-!TR1\C:Tor~ WII I [v!AKE SO'_I/U~I· WELD .JOll'-liS \1-WH NON~SYI\T"1ETIS BRISTL:::: ~r~LSH !N -HE FOLLOWING SEQlWNC[: A. n. C, , D. E. F. 1 6. 17. 18. Af---lf---ll.Y A _IBEaAL, ::::vrn COAT OF SO_VE\ff TO rHE INS.DE OF THE F.HING. T,IEN APPLY A Llt:3t.::l/•,L, E\ID! CU/.,. 0~ SC_VENT TO -HE OU ISIIJE o=--HE PIP[, t-~AKING SURE Tf-.AT THF: COATED ARc,\ IS lllcAl. ro he Ut:~ II I Cl:" Tc:E fTTl,G SQ CKE·. INSERT Tll[.P!PE. U'-·-CKLY I01TC ?.7t: f-'I1"1I\1::; AND TIJi\l\ llil '...) :i::-APPROX'ivlAffl.Y 1/4 TURN TC ll:")nlijlJT[ THE SC_\/=:.'-!T NW ,::ElvtpVE 1\IR BUBBU:::S. HOLD THE JOIJ'-11 =-or~ 1\Pf---lfWX.Jv·A-ELY 1-5 SEC:J~ms SC THE F!TTINC [)O[S 10T PUSH OF" Tl le PIPE. USE A '.'.:;_EA'-J ,RAG ,\ND W:PE CFF t•,LI_ :::XC[SS so:_IJENT TQ PRE1/ENT WE,L\l:TNING T.-.::: JU:~T. BE SURF.: L"1AI IN G:Jl:'-!G l"U IHi::: NEXT JO').T -;-HJ\T TrlE PIP[ !S !,JO-TWISTEU, CISTURBIMG fHE L.J,.S I cm1.PLET[D JOINT. . . ,.:'1.LLO'N ,t--,~ LE:•\S-• 5 1\~INUES SET I~.= TIME c:-()R EA.Cf;, · PRESSURE LINE JESTING: N_L TESTS m1 l'l~ls::.;u-~L: LI.\J·::::s SHALL l]E 20!\1PL:.TE P.~.0-~ TO BAC.-<=--'LLING; HOW::::'•/ER SUITICll'.NT B,'\CKF LL MATERl,'\L ~-~AY BE PLt,,CED IN -1~1~\JC·-IES BETWEEN F:n !'-;GS ro ·::::,\JS URE THE s rNlll.l y .Q;. ! I lL .. Ll~JE PRESSIJ'."'\=.. Ir~ f1LL CASF:S, FITTINGS /\1\D CCl~FLl.'-!GS MUS; d::: OPE'':J TC VISUAL \SPCCTIO\J FO:a( 1·H:: f-'ULL FD~IULJ :::)F THE re--:\8 ':ESTl~~8 SHN_L BE JO'-JE utHIL THE LAST S:'."llVENT V,,•tLOED JQ!l',T HAS riAC. ":WELVE ( 12) :i:JUR;j ro SET /;'ND CURF.· l:,RCSSUR:::: LINES S.lA_L □:::: E::STED UNDER 1::iO .:,s,I. '/IOl!KING cRESSURE FOR A .Ci:RIOD OF FUUR (4) HOURS ,\ND PROVEN r GI L w L:::AKS oc'cUF~. Tri~ JOIN-OR .JOl!\JTS SHPU. BE RE:::LACED NJD r+~ l'ESTS REPE.l,ED . BACKFILLING OF TRENCHES· =3:=:CP..lSE JF THE 'EXPANS;ON f1'-lJ CONTRAC:Tlml OF PU,STIC I_J1FE, !:JAC-<1-ILLl~H..; SHN_L BE OUNf:: :i': Tl Jr: COOL PART OF Ti if OAY, ES::iEC.AL>, l_\J IOT CLl~./AI f::<:; -R:::NCHES SI-IA_L BE BACKr=-ILLED WIT.-7 THC: [XCAV.t\TEJ MAT!::~ Al .S .Af--'PROVED FOR 3ACr<YII ... ING, FREE FROM _I\RGE CLODS CF E,11J,~H 01\ STON[S. BA.CKFILL Sh\LL BE MFC) !Af'JICt..LLY COMPAcrrn \/ T0HE LANDSCAPED Ar~i:A(.; 1·0 /\ DRY DE.\Si.Y 1~qUAL TC AO.Jr'\C[NI J,\JLJ,s:URl::3C.D 50.L I.\J PLAl'mr,JG .Al~l.,'\:"). ]/1CKFII.I. WJ:.I CONFOi\lvl TC /\.D,;1\CENT GRADES ·NITHOUT DIPS. SUNKrn AREP,S I U/P'.; (),\ on:;ER SLRFAGE :RREdJ-ARITIES TRENCHING AND BACKFILLING UNDER PAVING~ rRENCHES LUC.A.ED_ Ul\'"";ER WHERE PA,JING, COI\C~ETE 0~ ,\SPHAL--:-v'vil:_ GE i\STALLED SH1-\ __ i_ □[ BACK~ILI_ED IN /\CC•:fu.'\NC[ wI-H . f\ECOMME~JDAflO.\ ·J'.=" STRUC:'.IJR.A.L SO __ S Rf:l'Or'U. 19. PLASTIC PIPE GUARANTEE: SP::c.F1c,o,-10NS N:-:::: LITERATURE S7AL.L BE SJB\llTTEJ "CR APPROVAL F:hlOK ·-o s~·3•vliSSION . , , o,:=-B10. _ suurv1,s~I0N cF sAMf--'I_Ls tiAY A .. so m: 1~Eciu1::E:::i. [l(_AS 1·Ic _)IPE MN~UFACTURCR'S GUI-\R/\N-EE '.':h/\LL CU\11::",'~ WOR.<('v1/\N'.:if-:!I' or--'·JIATERl,'\L'.:i H.Jf~ A'.I. PL .. ASTC P!PE =-1-=-rrNGS. 2c'. DEFECTS: ALL DEFi:-:CTS IN I\JSTA'_LATlm~ OF nAs·-.c ~IPE SHALL BE CORR[CTED ~HROUCH T.<: GLARA'HEE RERIOD SPE:CIFlf-J) ,I-WT-:: I\ 1\T THI·: CON' ~.11,C"-OR'S EX=>r:::NSE TO n-lE SATISFACTIO\/ OF THI.:: OWNER. E. 1 . 2. 5. G 7. IRRIGATION EQUIPMENT NOTES IRRIGATION FQUIPMENJ: /11.1 RR!GJ\TICN EQUIFMEW SHALL BE 11,STALLED PER IHE SPcCIFICAT.JN AND RECOl,1ME~DC:D ll'JSl"ALLATIOl·J PROCE]URf.S OF THE ~,1lfl:'iJFAC-URE~ .ANl) ccr,TOf./M TD AL_ APPL CABl~E GO\/ER.:\IMG CODES Ar-.:.) c1~r:1rJANCES (LOCAL, CCUI\ TY & STAT::). TURF IRRIGATION HEADS TURF 111.RICATIC,_ iFADS iN OPEfl AREAS SHAU_ rn· \1S11\U_rn M l .. ~Asr· 2"' ,L\LlOVL< f'.il':ISHED Gf;,,',,DE AT THE rn;,~ o( INSTALc._ATiON. W.THl'-i .=-1vE DAYS CF NOTIFICAl"l'.JN QY fhE 0'.VJ--,Ef-('.:; REi 1i"':C:SC:NTATl1/E, COl'HR4CT:JR SH.A.L_ MAKE 1N:-IATEV-:::R AD,"_USTMENTS DF FIP[, FI_TT!NGS, VALV:..S CR SPRINKLER ~iEA.DS NECESSARY TO BRlf\C ff r:: svSTD/ -o THE fJROPER L~VEL OF THE ?E~iv1ANUd Gf~Ai);-:, I·u~::-IRRIGf\--:-!O~J l·llk)S ALD\J~ WALKS AND 1Ji3IVl·:WAYS, WHERE T :1E ,=-li~ISHED G~ACE LE,VEL IS Es--:-.,\B_ISl-lrl), S! iAL'_ -BE SFT FI.U:01 I Fl I'1--.t.:: f .\L u:-· I:'\JS--:-ALLATIO~L :N NO CASE SHf1~L THE SF1\CING :JF f-.EADS , :'::XCEED rr.r: ~/AXl~1UM FECOMMC:NIJl:J) t:lY THE MA.NUFACTLR:::R SHRUB IRRIGATION HEADS: f-ff)1,U::~ l~J GROUi'JD COVER t\l'.JO PU,\fflNG ,\REA::: SflALL 3:':: INSTJ\LL:':C Cl\ l',ll'l"LC:S HIG~ EJJOUGH I·u a:· A-30\IE, THC: SUKROU~~DI\JG PLANT:.\~; AS DIR'::CTEJ, OR AS lJJ:CATED ON TriE r.:aLt.,\'._; w+:::s:: HGH SHRUBS ARE PLAWED, _C-NGEF~ Rl:3D\S Sf..JALL B~ J~!STALLED N} l}lf,~t.crEC BY ThE LJ\UJSCAPE -~RCHIECT. SHR.Ui! '11rn[;~; AD,..it,Cr:::NT r;) W?.I,KWAYS CH PAHJ-<INC Sl·IA_J m_ INST/ILLED ON 1,N P.PPWNUJ t-1I-~oP Hl:~4D .---'::.r~ PLt-.N. RISERS s'."1.t..LL ·aE I_CCAED AS s.~ECIFlrn PER PV\\:3 l\D-JJl:CE/\T TC WALLS AND BJ._DINGS UNLY. I.\J \JO :.:A::.;!:: SHALL THE S::JP..CING :JF ~:::ACS ':::XCEED Tr'E fh\XIMU~~ RECOf,H,\ENOED BY fHE M,'\NUrACTLR:=::R. PRESSURE COMPFNSATING SCREENS: CO~TRACTOR Si !ALI_ INSTJ\LL l'l~C:SSL;E CO'.vl~E\SP-. ·INC SCREEl'JS [\j 1RRIGATIOi'J i-ir::AI)~; /6 .\JECESSA.~Y TO ENSURE U~FOK:V! COVERAGE .N~D Ml~\!ML,tv; OVE~Tf-'F-(0\1-1 o_=-1\REll. CONTROL VALVES: Al.1• COWR:JL \/A_VES C:Jt-J LINE SHALL BE INSTAI \.[J 'J..S INDICATED ON D:':TA _S Al'JD 3::: THE TvPE SPrCIIED L'-J THE LEGEND. LOCATE CCI\TROI_ \/ALVES I\I SH~IJ3 PLA'-ITINC AREA.S WHErEVER POSSlmE BACKFL OW DEVICES· LOCATE BACKFLCW DEVICES, AHJOSPHE'(C VeCJUM EREeKcRS AND A~ITI ·SIPHCI< VALVES ::'-J SIWU[3 Af~'FAS ONLY J'-Jl.[~JS OTl-1::R'J/l~~E /t.PPROVED 8y , OWNE,~. DEFECTS· AL __ lJL:l:·::::cTS IN INSTA_LA"I'IDN ·CJI li~l~IGAllOI\ [QlJl:::i\ff~ff SHA _ _L EF CORRECTED T~~O;JGrl THE GIJAlAr,;-EE Prnnn SPECI.=-IED HERC:IN i\T THE CQ;\'TrU,CTOR'S -:::X-1EI\Sf: TO TH:::: S.ATISf--,'\cr:U~l '.")F THE OWNER. F. 2. 3. \ 4. G. 1 . H. I. I RECORD AND AS-BUILT DRAWINGS ITEMIZED 11ST: CONH~,\CTO:i S'....j.A.LL '.:::L,l::MI-TO "T:.-::: l.Jl.NOSCAflE J\RCI--.ITECr Al~ ITEMIZlJ LIST OF [QUIP:..1EN-. AS RIIILTS: L-I~ SO,\JrnA.CTOR Sli/1.L_ PROVll)l-ANU J-<i:Tli U!'- TO DATE COMPLETE "f\S-BUI ___ ,, l/l~AWl1\JGS INCIC/,.TIHG _OCArlONS, SIZES AN') Kli~CS 01 t:.:QUIPMENT Ir~s-A_LEJ. ~l~IN;·::i Hl,~ T~'S PURPCSE MAY BE Cl-ll."-l~lED FROM !HE 'LANl):JCAPE ,1\_~c·H TECT AT COST. -:-HIS SET c-:-m~_i\W:~GS SH/\L_ BE ,<--::.: Ol'J THI~ sIrE Af'ID SHAU. 1-!l-:-USED ONI v J-..S A RECORD SC.I'. ::or·-!TRACTO~ Sr"AL_ FURNISfi ".t,S-3X. [" OF-/A'N'.>J:..;::, m cwr-,;;::r:; UPOI\J CCi,APLETlrn~ OF -)--',((),IECT AS-BUILT FORMAT SUBMITTA:__, CF 1\S-nUILI l)I_ANS SHALL Bl AS ~~QL·REU c3Y l'HC: ENGl.'-1:::~Rlr-.JG ANU PU-\\J.\JING J:::P1\RTlvl:=:l,TS. THE 1I1\JAL P'----"".:'~S SH.ULLO m: PREPA~EC BY TH':: LA.NU'.:C1~P[ 1\RCHITECT :-RrnJ l)tMt1\/S!Of\S PROVU::c BY Ti I[ LJ..l'-.JSCA?':: (;C,\)T I\AC !"OR. r· NJ\I AS BUii __ -Ill.ANS SH/\U_ J:::: ::::=--i;\FHJ) ~> r.A:-"i_v TC Hf-. SA;-ISFACTIO.\J OF THE CITY, !',Nll I I-IE o:~IClf\AL 1/YLA~S SHALL LE SL,Er<,li rn:u TC THE CITY F(fl i'l-.1::1.~ KF.ITli'~G. FINAL A.S--BUILT PLANS WIL._ BE '.iEC,LIRED TC BE F~EVII WED A\J AF PROVED BY THC CITY A\!O FINA'_ 2C\J PLAl'JS WILL 3~ REQLIRED TO IJ[ Af-'Pf~CVED AI\D SIGl~:::J BY Tl I[ CIJV ?RICR TO f'LANNING l)f~-'.N1H-1E.\/T ·sI:::;~;;\!C -HE PERMIT cr,Rc. CONn?.CTOR I U PRJ\I.Uf: T I~ FOLL01.1-' I\JG 10 LAND'.:iCAl'E ARC Hr-Ee I: D. G, H. CONNECTION ro ::::xIST:NG WAER Ul<-:::s. SONNECT:O'-J. TC EXl'.:i' li\C ELECTF~ICAL ::iowrn. GATE VALVES, BA.CKF_CW PRE.V[W!O·\J Ui\lTS /\I\[) cmrRJLLE:;:;c:s HCl, Tl\lG U;· IRRIG,\T JN FRESSURE LI hi ES (Dlfllil:J\,'s1mJ M;\)C 100'). n:"./!GAT!ct, cm\ TROL V/UA.'-) '.\O·JTING OF CONTRCL WI:~-;:::. QUICK COJPLING \/,.0..LVES. OT·E~ REl,/1.T:::J ::oulP~viE~H fa.S 01w:cE::: '.Y OWl'-Xlr CONTROLLER CHARIS: cor<TROi .LU~ CH_L\RTS SHA.LL BE Pi-~EPt,RED BY THE (;()l'-IFiAC rnr~ t,,:=-TEP APPROVAi OF TrE "AS-3UILT". ~.-Ii C! INH S-,Al.1 SIIUW cY COLOR COJI% -hE ARE;\ CON I IWLLEJ gv E.ACH AlTOMATIC i.0m G.ATIO~ CCNTROLLER. CONTROLLER CHART FORMAT THI: CONTRO_.,L_I! CI-A.:n S:-fALL R'=' /\ XEROX REDJCTON 01· fliE "AS dlJIIJ" ro ~HE l,IAXIHJM SIE cw IHl CONlWJLccl, lJOOR WII I AL_OW (CCNmOLL[R. SEOUc:NCF NUMRERS MUST BE _A.f<GE ENOl,C" I() HE LEGIBLE Al 1Hc: ,rnucrn "')R1-1-AT). JPON coi,1°Lrno;, Tr CHAfTf SI iALL ell :-1:::>~l'l'.ETIC/-1_c_v SE1\LEJ O[TWFFI·, TWO Pl[CES Oc PLASTIC CHAR-S Sf A~L BE cm,:p;_,:TED AND APPROVED P-:IOR TO ,rF "11,A' IRRIG,\TION FIEI_G CJ8SE~V/\TIOi EQUIPMENT TO BE FURNISHED MAINTFNANCE TOOLS: SUP PU ThE ,,pp ·iCPlsi,\TE vlAlfHF}.JANCE :)ERSONNE· __ '✓vr--1 T7E FCLLOWII\C TOOLS: A. TWO SFT'.::: OF SPF.CIAl_ TDQL:; F<.FQUl?E~l c::-or~ REM.OVING, JISA.SS:::\rnl _lr,.JG Al\lJ p .. --::1 .. ,l,STl[\G FACH , --:-Y?E rn-· 1R.~.GA-IJ~~ '."·E:/\0 /1\J[) VALVE S,Jt:ruED. B. I WO (2) KlV'.c I OR E.AC'.j AUTOi·/ATIC CO>ffROL_::,1 8i~E (') QUICK COUPLER K=--Y 1-\1\J ~/ATCHl~\C I !USC: S\NIVEL J-"Of~ t::VERY (5) QUICK C:JUP_J~~G V1'1..LVl NST.t, J.ED. THE ,6..E38\/E _ STEC EQJ:f---l:V.lNT Sf-P-,_L 8[ -~LR>E:D OVER TO THE :J\Vllc'l AT II IL CDrlCLUSIO'I CF WORK /.,NI) F:ffFCRE FINAL OJSE:;z\/,6.Tr'JI\' ::::AN OC:CUR. HOMEOWNERS ASSOCIATION (H.O.A.) RESPONSIBILITY AS BUILTS: THF: CQNTR/,CTCF! S IAl_c PF,OVIDF: THE f--.. 0 ... A. 01\:E -c) s:::T OF cor,PI_UL '\\S Fiu11.T" I\JFORMATlrn\J :JN /J,,",, OZALlb SlPI.A ~/YI_AJ-; PRCC;JCEJ) FFW1v1 -·:ff l_ANDSCAl--1L .Al~CH!TECT ?. MAINTENANCE PROGRAM: THF CD~TRACTOI, SH/1LL P',CJVID[ l"Hl H.OA 0NE -;1; cET OF ,li,INTEc:A)ICl G•JIOl l~ES AS RECOW!FNDED BY -:-:-ff tv1ANUFACTURFR/SLJPPIF~. \ TITLE __ Rl\/lE\../EJ 3Y; 11:'.P[~TJP DATE .r--'-:----'----nDJ/A\lTrEE:iP;;RE\EPP:;;:ARR_EEI_DJ-'-.---_-_-_-_-_-___ .;J_L_-_-_-_-_-_-_-_-_-_-_7'" __ -_-_-_-_-_7---,-_-_-_-_-_1-_-_-_-_-_-,r:-====:'.L:========------::-=-=--=--=-=-=:.!.::...=~ ··· . -. l~I! CITY 0./ CAJ-{!.SHAD LlQj -------· -+-- 1------C------------. .. ----l---1----+----I uill PLANNING DIVISION . ---· ----+-------------+----.I ... t-----t-----t----~--+--+---+------.1 I ROBERTSON RANCH PA 8 -SENIOR APARTMENTS 11---~~-I R-RI_G_A-TI_O__:.N:....::.c....::~.:...-_____J SPECIFICATIONS LI. I ~~~-'-'==~~ i-----t-----'----------1-------------+----'·-· ::_-::_-::_~"::_-::_-::_-::__. .... 1 APPRo_v ___ E_D_· _-...... {~~~ -\ 9. EJ~_..,Jt -DA~T ___ E·~J •-I ~G'===:::;-:=.=--=;_;::.-=_:;~-=-~---------_ . MJSDesign Group .. -+-----+---.. 1--D_A_TE_L.._CI.C.N.C.IT-'-IACCL__j REVI s Io N DATE INITIAL DATE INITIAL DVVN BY ___ I PROJECT NO ·1 D4RA8WOI-NG3NNO. ~~BY ---SDP 14-08 .. Landscape Architecture+ Plallning + Design, ENGINEER OF WORK DESCRIPTION OTHER APPROVAL CITY APPROVAL ------~ : i 'i '. ; I ; : i I ' i -11 I I I I I I I I I I I I I I I .. --~---- ·r L__, Jr .. , ii -I . ,, . 1; .. ' . * 1: -' -1 11 f { C.----jl ti •• MATCHLINE -SEE SHEET LP.3 ~' I -I -_vL----1 _-__ -__ •• i -------, K I \ L---__;:>==-1'.ARKING LOT POLE LIGHT pe \ \ I I n ii Ll ELECTRICAL ENGINEER (TYP. I \ \ I I I I I ti PEDESTRIAN BOLLA~D LIGHT er ELECT RI CAL ENGINEER (TYP. )-1-------1------1-,---1ti I r'"°::::J . / ·i " I , •, I .~·· _.-,. L I ~ - GAGE DRIVE '• APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 11 AS BUIL T11 TITLE _______ _ REVIEWED BY, INSPECTOR DATE DATE I \ •), ' ' •v + + ·-v + + + •v + ,j, '¥ 'V 'V 'V + + w ,), •v ¥ ~ 'V •v -----.. ' ~ KEY MAP + + + w '¥ 'V ,t,, ' -1- LU I I I [.~~f-1'1 I I I I ~~-+t--,I I ,-...,,J~'!_ l ---- 'V • 0 5' 10' NORTH SCALE: I"= 10' 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 PREPARED 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. A.5-4 LANDSCAPE PERCENTAGES TOTAL SOFTSCAPE TOTAL SITE AREA PERCENT of TOTAL SITE USED FOR LANDSCAPING = 56,927 s.f. = 179,525 s.f. = 31.7% A.5-5 LANDSCAPE MAINT. NOTE: ALL LANDSCAPE AREAS INSIDE of PROPERTY LINE/R.O.W. to be MAINTAINED by THE PROPERTY MANAGEMENT COMPANY PERCENT OF TURF NOTE: TURF PROVIDED ON SITE: % TURF of TOTAL SOFTSCAPE: % TURF of OVERALL SITE: REFERENCE NOTES: 5,972 S.F. 10% 3% FOR PLANTING GENERAL NOTES SEE SHEET 41 FOR POTTERY SCHEDULE SEE SHEET 8 FOR PLANTING DETAILS SEE SHEET 42 FOR PLANTING SPECIFICATIONS SEE SHEET 43 " 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. * RESCUE WINDOW LOCATION TREE MAINTENANCE NOTE: ALL TREES SHALL be MAINTAINED 24" CLEAR from BUILDINGS. 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 TRISTANIACONFERTA TO BE STAKED WITH (2) 12' LONG LODGEPOLE STAKES and I 12' LONG LODGEPOLE STAKE TO SUPPORT THE LEADER • ALL ITALIAN CYPRESS TO BE STAKED WITH (I) 12' LONG LODGEPOLE STAKE. • ALL OTHER TREES TO BE STAKED per TREE STAKING DETAIL SEE DETAIL ON SHEET 42 QUANTITIES NOTE: CONTRACTOR TO NOTE THAT THE QUANTITIES ON LEGEND AND PLANT CALLOUTS HAVE BEEN PROVIDED FOR QUICK REFERENCE ONLY. IT IS RECOMMENDED THAT THE CONTRACTOR NOT RELY ON THE ACCURACY OF THESE QUANTITIES AND PROVIDE THEIR OWN PLANT MATERIAL COUNTS AT THE TIME OF PREPARING BID. ANY DISCREPANCY IN THE PLANT QUANTITIES AND SIZES SHOULD BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE LANDSCAPE ARCHITECT. BIOFILTRATION BASIN SOIL PROFILE SOIL PROFILE per CIVIL HMP MEMO. BIOFILTRATION BASINS ARE COMPRISED OF A 3 INCH THICK LAYER OF MULCH, A MINIMUM 18 INCH LAYER OF AMENDED SOIL (A HIGHLY SANDY, ORGANIC RICH COMPOSITE WITH AN INFILTRATION CAPACITY OF AT LEAST 5 INCHES per HOUR) and A LAYER OF GRAVEL FOR ADDITIONAL DETENTION AT THE BOTTOM WILL ACCOMMODATE THE FRENCH DRAIN SYSTEM. TREE and PALM PLANTING LEGEND: SYMBOL NAME SIZE QTY COMMENTS 0 CITRUSSPP. 36" BOX 7 VARIETIES T.B.S. 0 CUPANIOPSIS ANACARDIOIDES 36" BOX 26 STANDARD CARROTWOOD E8 CUPRESSUS SEMPERVIRENS ITALIAN CYPRESS 24" BOX 24 0 JACARANDA MIMOSIFOLIA 36" BOX 5 STANDARD JACARANDA 0 KOELREUTERIA Bl PIN NATA 36" BOX 9 STANDARD CHINESE FLAME TREE * LAGERSTROEMIA H.'MUSCOGEE' 36" BOX 8 STANDARD HYBRID CRAPE MYRTLE 0 MAGNOLIA G. 'LITTLE GEM' 36" BOX 18 LOW DWARF SOUTHERN MAGNOLIA BRANCHING 0 OLEA EUROPAEA 'SWAN HILL' 48"BOX 17 MUL Tl-TRUNK FRUITLESS OLIVE * PHOENIX DACTYLIFERA 'MEDJOOL' 18'BTH 16 MATCHING DATE PALM . DIAMOND CUT ® PINUS TORREYANA 36" BOX 33 TORREY PINE QUERCUS AGRIFOLIA · 36" BOX 2 STANDARD COAST LIVE OAK 0 SAMBUCUS MEXICANA 24"BOX 17 LOW MEXICAN ELDERBERRY BRANCHING • SYAGRUS ROMANZOFFIANA 36" BOX 4 QUEEN PALM 0 TRISTANIA CONFERTA 36" BOX 5 LOW BRISBANE BOX BRANCHING, ' ' TURF; t · · · · · · · 1 SODDED TURF. 'LOW WATER' DWARF TALL TYPE FESCUE BLEND. CONTACT -: :_.:-·.·:·_·.:·:_:-_:-_:-_:-_:-AGRONOTEC SEED CO. 1-801-876-3690. SUBMIT CUT SHEET TO LA FOR APPROVAL ltttt! SODDED TURF at FIRE LANE. 'LOW WATER' DWARF TALL TYPE FESCUE BLEND. CONTAC AGRONOTEC SEED CO. 1-801-876-3690. SUBMIT CUT SHEET TO LA FOR APPROVAL SHREDDED WOOD MULCH (ALL SHRUB AREAS): ALL SHRUB AREAS I ' l" • I" BARK MULCH (3" THICK). SUBMIT SAMPLES to LANDSCAPE ARCHITECT for APPROVAL TREE ROOT BARRIER NOTE: WUCOLS MEDIUM MEDIUM LOW MEDIUM MEDIUM MEDIUM MEDIUM LOW LOW LOW LOW MEDIUM MEDIUM MEDIUM LOW LOW 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 DRAINLINES 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 TWO (2) AGRONOMIC SOILS TESTS AND INSTALL PLANT MATERIAL PER REPORT AND SOIL RECOMMENDATIONS. SOIL TEST LOCATIONS INCLUDE THE CENTRAL GREEN BELT and FRONT LANDSCAPE SLOPES. SEE SHEETS 30 and 32. 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. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. BUILT'' TITLE _______ _ REVIEWED BY, INSPECTOR DATE DATE r□-A-TE-PR~EP-AR_E_D-+------+----+----+--......(...---IIS2HE9ETI ITY OF CARL BAD ~o PLANNING DIVISION ~ ~:::::::::='-'==========='-':=~ ROBERTSON RANCH PA 8 -SENIOR APARTMENTS 20' APPROVED: TREE, PALM, & TURF PLAN LP. I i:; .-,. • I' PLANNING DATE =:===::::;====;-;:::=====~-=-====~ t--=-c=::---t---cc=ccc--i------+---+---t-------+---1 OWN BY:____ PROJECT NO: DRAWING NO: MJSDesign Group, ,___D_AT_E~_IN_IT_IA_L__,REVISION DATE INITIAL DATE INITIAL cRvHwKDD·.BY ___ ,S_D_~_l_i-_Q.~ __ .J 480 _3N landscape Architecture+ Planning+ Design ENGINEER OF WORK DESCRIPTION OTHER APPROVA CITY APPROVAL _ ' ! -: I i' i ! ' ' ! ) ' ' i . I . ' ' ' '' i . i - ', 'i I I I ~ I I 0:, ¢1 u.. •• I -----------\ -- APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 11 AS BUILT'' TITLE ______ _ REVIEwED BY, INSPECTOR DATE DATE KEY MAP 1-1,-1 .1 •• GAGE DRIVE 0 5' 10' 20' -1-1 PA KING LO IGHT pe ELE TRICAL R (TYP.) .PE ESTRIAN □'-,l'Lw-;~,o LIGHT per ELE TRICAL R (TYP.) I_I ... --- I I I I I I I I I I ,_-DA-T-EP-RE+-PA_R_ED_,_-+--------+---+----+---+----11 S3HEOET I ITY OF CARL BAD I SHEETS I PLANNING DIVISION 50 ~=='-'===================--':=~ ROBERTSON RANCH PA 8 -SENIOR APARTMENTS TREE, PALM & TURF PLAN LP.2 l---+----+------t----t---l----+----11-AP_P_R_ov_E_D_: --'-"r'.'-""' ,,/ac;,_\]r__,__-\.-C-""'3l"-~I---IJ;.;?.,k'.\ <'-r-.E:-1\-4 s .3 .1, PLANNING , DATE 1----t----+---~---+---+---+----11-----1 OWN BY: __ _ PROJECT NO: DRAWING NO: NORTH SCALE: I"= 10' MJSDesign Group,. DATE INITIAL REVISION DATE INITIAL DATE INITIAL CHKD BY: --- landscapeArchlieclure +Planning+ Design ENGINEER OF WORK DESCRIPTION OTHER APPROVA CITY APPROVAL RVWD: SDP 14-08 480-3N i . '' ' I '' '' ; ' ! : '' ' MATCHLINE -SEE SHEET LP.5 ,.. I I I I I I I I I I I I I I '<I: I a.. ....J - I-I w w II V'l ~. V'l -w I z ....J I I u-~~ L I - I I - I I I I I I I I I I I I ,_I_I_I_I_I_ ■ ■ ■ ■ I J··l-1 ■ ■ \ •• _,,~,~-I -I - "\ \~~ ~~"'\i ~-~ PARKING LOT POLE LIGHT per ELECTRICAL ENGINEER (TYP.) ■ •• I \ / \ I \ I I \ \ \ I \ \ r -1---I/, KEY MAP --·-----r I - I-/- \ \ \ \ \ I • \ I ' ' ' \ \ I I I ' \ I ' ' \ ,~ -- 0 5' 10' NORTH SCALE: I"= 10' 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 PREPARED 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. A.5-4 LANDSCAPE PERCENTAGES TOTAL SOFTSCAPE TOTAL SITE AREA PERCENT of TOTAL SITE USED FOR LANDSCAPING = 56,927 s.f. = 179,525 s.f. = 31.7% . A.5-5 LANDSCAPE MAINT. NOTE: ALL LANDSCAPE AREAS INSIDE of PROPERTY LINE/R,O.W. to be MAINTAINED by THE PROPERTY MANAGEMENT COMPANY PERCENT OF TURF NOTE: TURF PROVIDED ON SITE: % TURF of TOTAL SOFTSCAPE: % TURF of OVERALL SITE: REFERENCE NOTES: 5,972 S.F. 10% 3% FOR PLANTING GENERAL NOTES SEE SHEET 41 FOR POTTERY SCHEDULE SEE SHEET 8 FOR PLANTING DETAILS SEE SHEET 42 FOR PLANTING SPECIFICATIONS SEE SHEET 43 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. * RESCUE WINDOW LOCATION TREE MAINTENANCE NOTE: ALL TREES SHALL be MAINTAINED 24" CLEAR from BUILDINGS. 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 TRISTANIACONFERTA TO BE STAKED WITH (2) 12' LONG LODGEPOLE STAKES and I 12' LONG LODGEPOLE STAKE TO SUPPORT THE LEADER • ALL ITALIAN CYPRESS TO BE STAKED WITH (1) 12' LONG LODGEPOLE STAKE. • ALL OTHER TREES TO BE STAKED per TREE STAKING DETAIL. SEE DETAIL ON SHEET 42 QUANTITIES NOTE: CONTRACTOR TO NOTE THAT THE. QUANTITIES ON LEGEND AND PLANT .CALLOUTS HAVE BEEN PROVIDED FOR QUICK REFERENCE ONLY. IT IS RECOMMENDED THAT THE CONTRACTOR NOT RELY ON THE ACCURACY OF THESE QUANTITIES AND PROVIDE THEIR OWN PLANT . MATERIAL COUNTS AT THE TIME OF PREPARING BID. ANY DISCREPANCY IN THE PLANT QUANTITIES AND SIZES SHOULD BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE LANDSCAPE ARCHITECT. BIOFILTRATION BASIN SOIL PROFILE SOIL PROFILE per CIVIL HMP MEMO. BIOFILTRATION BASINS ARE COMPRISED OF A 3 INCH THICK LAYER OF MULCH, A MINIMUM 18 INCH LAYER OF AMENDED SOIL (A HIGHLY SANDY, ORGANIC RICH COMPOSITE WITH AN INFILTRATION CAPACITY OF AT LEAST 5 INCHES per HOUR) and A LAYER OF GRAVEL FOR ADDITIONAL DETENTION AT THE BOTTOM WILL ACCOMMODATE THE FRENCH DRAIN SYSTEM. TREE ar:,d PALM PLANTING LEGEND: SYMBOL NAME SIZE QTY COMMENTS WUCOLS 0 CITRUS SPP. 36" BOX 7 VARIETIES T.B.S. MEDIUM 0 CUPANIOPSIS ANACARDIOIDES 36" BOX 26 STANDARD MEDIUM CARROTWOOD 'E9 CUPRESSUS SEMPERVIRENS ITALIAN CYPRESS 2411 BOX 24 LOW 0 JACARANDA MIMOSIFOLIA 36" BOX 5 STANDARD MEDIUM JACARANDA 0 KOELREUTERIA BIPINNATA 36" BOX CHINESE FLAME TREE 9 STANDARD MEDIUM ~ LAGERSTROEMIA H.'MUSCOGEE' 3611 BOX 8 STANDARD MEDIUM HYBRID CRAPE MYRTLE 0 MAGNOLIA G. 'LITTLE GEM' 36" BOX 18 LOW MEDIUM DWARF SOUTHERN MAGNOLIA BRANCHING 0 OLEA EUROPAEA 'SWAN HILL' 4811 BOX 17 MULTI-TRUNK LOW FRUITLESS OLIVE * PHOENIX DACTYLIFERA 'MEDJOOL' 18'BTH 16 MATCHING LOW DATE PALM DIAMOND CUT @ PINUS TORREYANA 36" BOX 33 LOW TORREY PINE QUERCUS AGRIFOLIA 3611 BOX 2 STANDARD LOW COAST LIVE OAK 0 SAIMBUCUS MEXICANA 24"BOX 17 LOW MEDIUM MEXICAN ELDERBERRY BRANCHING ~ SYAGRUS ROMANZOFFIANA 36"BOX 4 MEDIUM QUEEN PALM 0 TRISTANIA CONFERTA 36" BOX 5 LOW MEDIUM BRISBANE BOX BRANCHING TURF: t . · . · · · · · · 1 SODDED TURF. 'LOW WATER' DWARF TALL TYPE FESCUE BLEND. CONTACT .:-:.:-::,:::·-:·-:·-:·-:·-:-.. AGRONOTEC SEED CO. 1-801-876-3690. SUBMIT CUT SHEET TO LA FOR APPROVAL LOW ltttt! SODDED TURF at FIRE LANE. 'LOW WATER' DWARF TALL TYPE FESCUE BLEND. CONTA AGRONOTEC SEED CO. 1-801-876-3690. SUBMIT CUT SHEET TO LA FOR APPROVAL LOW SHREDDED WOOD MULCH (ALL SHRUB AREAS): ALL SHRUB j" -I" BARK MULCH (3" THICK) -SUBMIT SAMPLES to LANDSCAPE ARCHITECT for APPROVAL AREAS TREE ROOT BARRIER NOTE: R(?OT 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 DRAINLINES 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 TWO (2) AGRONOMIC SOILS TESTS AND INSTALL PLANT MATERIAL PER REPORT AND SOIL RECOMMENDATIONS. SOIL TEST LOCATIONS INCLUDE THE CENTRAL GREEN BELT and FRONT LANDSCAPE SLOPES. SEE SHEETS 30 and 32. 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 ~LANS PRIOR TO THE START OF CONSTRUCTION AND SHALL BECOME PART OF THE APPROVED PLANS. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. TITLE _______ ~ REVIE'wED BY• INSPECTOR DATE DATE DATE PREPARED: >---+-----+-----+---+-----+----+----II S3HE1ET I ITY OF CARL BAD I SHSEOETS I PLANNING DIVISION ::=====~=================-'====; ROBERTSON RANCH PA 8 -SENIOR APARTMENTS TREE, PALM & TURF PLAN LP.3 I APPROVED 1--x-;d/_ ~-£::(~~ ts'-<,,. 1, PLANNING DATE 20' MJSDesign Group"" DATE INITIAL REVISION Landscape Architecture+ Planning+ Design ENGINEER OF WORK DESCRIPTION DWN BY: ' PROJECT NO: DRAWING NO: DATE INITIAL DATE INITIAL CHKD BY: SOP 14-08 480-3N OTHER APPROVA CITY APPROVAL RVWD: i' ' ! '. I! ' ' I ' 'I : ! i: ' '' ' : i ' '' '' : i: ! i ' i' ' ii i ! I '! -:-' ' :,:1\, ' -,_ /) • • APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING 'PRECISE LOCATION OF PLANTING AREAS. Ir -' ' / 1 :I /)i~ ll1L{;f L,-.:,_ ?"ii jc_,; i-:JJ __ '!!fl __ _ ' ·'''"-'~ .,,L ___________ ·-------~!I, -J =,1, /' µ i ... / ' ·_:f~<<:crl~-.. -_ .. _, --'-'-"""'"'•=•''="'=""-j: j/ I ; ::. ,. .. 7 ~-,, . ' ········· j .j /. : ;,I ,----'-' ·:_ 'I i ,.I, : ---- '11_ ',: ___ , iiji,,.; 111 --' i -i,----ii ---V • •---lS;=J ~ ~ <-~ ~ _ ~~-, ___ . · · _,_ --ir,,-__ ,_,,- ___ / '"·"-'-l-0 - -.-----,-" ~~ ----' "c •• I 0.-;, I -I -I 11 AS BUIL T 11 TITLE ______ _ DATE REVIE\-IED BY: 0 5' 10' 20' INSPECTOR . DATE KEY MAP NORTH SCALE: I"= 10' 1·,1-1-· \ \ I \ I \ I I \ I \ \ \ \ \\ \ \ I \ \ \ I • l\lil_l_l_l~ \ I \ \ \ I \ \\ I • • \ \ I • I I I I I I I I I I I I I I rt"? -a.. ·~ -UJ ·~ -VI ·~ --VI I u'.i -z I ::J -I ·~ -<( IL I I I I I I I I I ----• I I I DATE PREPARED, ~-+-------t------+---+----+----+----I I S3HE2ET I ITY OF CARL BAD I SHEETS I ' PLANNING DIVISION _ 50 ;::=R=-=o=-=s::=:E~R==T=-=so==N~RA~N=c==H==P~A==s=-=c:sE==N=-1=0=,::R=A=P=AR::::T~M=,E;::N==T::=:S==: TREE, PALM & TURF PLAN __ LP.4 l'te,ii ". Eb, 4: "> · "f . I 7 l---+-----+------t----+-----1----+--"-----II-AP_P_R_ov_E_D_•~~,=--~=.i-(~l--'----"~-=t1----I PLANNING DATE _ l-=---c==-t---ccc=cc-t-------+---+----+----1---1 DWN BY:___ PROJECT NO: DRAWING NO: MJSDesign Group,, DATE INITIAL REVISION DATE INITIAL DATE INITIAL CHKD BY:___ SDP 14 _08 480 3 N Lm,dscepeAcch,tectcce • Plecrncg • Desogc ENGINEER OF WORK DESCRIPTION OTHER APPROVA CITY APPROVAL '-"R'-'--VW.,,_,D"'-:-====--l ~--------' - ' i i : I!· 1·! '. -I I --l ., ' - 1 I MATCHLINE -SEE SHEET LP.6 ' ~· I --I -I -I -I 0 -,_1 --I -~ 1_,,-l ,. I __ I -Ll. ___ :_:_I _::::__:_I~. ~-""·L="".::_:_I _::::_:_±:.e::•-.::.~:2:_l_::::_:_l h:_•_::I cP """"" """"""'~,,,,,,;;;;;,-;;rmmrrm,,,,,~,,,,, """'"'·""'=""'rr-=,,,,,==,:,. •··, ,-,·-,,,.,,,,,,,,,,,,,,,,,,;·"''" ... , .... .-.·,.---··'"''~·,,-,,,,, 1-1~1- \ \ \ ' ' PARKING LOT POLE LIGHT per•~ ELECTRICAL ENGINEER (TYP.) -----I I I I I ~ 0 3 u... 0 t:: '.::i ---· a:, => u 15 i + 1; i w --~ PEDESTRIAN BOLLARD LIGHT per ELECTRICAL ENGINEER (TYP.) + -----------. .· \ \ \ I ~ -;/' . ---•; t,:~>> .. , i1 ( i 1 • t---=:::::~~-t-c\ "" ■f---.."-l .:::::·:::,,ii;iiaii.'itcTs.c .. ,. L .. :\ __ '£ ... I I I ---T--- ~o ~ :., ,,, ~ ::! 0 ,,. f-- ~ _, • ,: f/~r'''' ,.,, ' .. ii: -h/ :; . ·, :: ~ ;i ·,, ;;: /:_.'. -_,-~-"--'~ ,.,.,, ·. ),·-·, · .. ~-\_1r:~_-,.-:""w-.:=.:.·.· "'1 ~--Ji · 1 ! 1( · · I i :• ·· r ··· . -. •.· .. • , ·v~:•7;1 .· .l.,;<tl ___ J __ .,·. J~!';} L.:'.'.:LJ~1'. ~'i_ I . ·'i ~/] r'· J.,-~ .1ll, -··(L, :1. ! \I , , ~--· ;;,:;::; ?' • C) .. : i~. -.-. -----,-I \ I \ I \ r'~..,..,..,---tttttt.,tttc~: : : --·-· \·.,;.1tifi1 .__ 11 ' //i,)5:J 1(01 :----~-i--.-".;:iii':>1 1~(~ii ! · . L~~~.t~~~~~~~~ ~~=I-~ I' -1 '\ .. , ; -,,_ .. ''11! j;i' 1 ~:-1,f>;;---. i[':~:_r"':": Ji:,,;}'~'~ r--1--::.-r~_l-:-_r".11 --s--::_-1 ~""""F;,____~cl-==~~ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. MATCHLINE -SEE SHEET.LP.4 BLJIL T 11 TITLE _______ _ DATE REVIE'v/ED BY, INSPECTOR DATE KEY MAP \ \ \ . PARKING LOT POLE LIGHT per ELECTRICAL ENGINEER (TYP.) + I \ ..,.~ ' \ :"'- + I \ ' \\ \\ \ ' \ \ \ \ \ \ ' I_I_I_I_I_ _I_I_I_I_I_I 0 5' IO' 20' NORTH SCALE: I"= 10' MATCHLINE -SEE SHEET LP.3 DATE PREPARED: ~-+--~--+-----+---+---,--+--.I I S3HE3ET I ITY OF CARL BAD I SHEETS I " PLANNING DIVISION SQ :=::R=o====BE=-,R==T==s=o=N=RA==N=c==H==PA==a=. =sE==N=1=o=R=A=P=A=RT=M=----'=E N=Ts==: TREE, PALM & TURF PLAN LP.5 t------t------t-----+----+----+------+----1 I =c-AP..,P .. RO .. V .. ED_: __.__tf:.-==~JQ""~""--....:,L:fcg.,:.-...... ~~ ... 4t'I---I---i::;. ':t. I 7 PLANNING DATE MJSDesign Group'' DATE INITIAL REVISION Landscape Architecture+ Planning+ Design ENGINEER OF WORK DESCRIPTION DATE INITIAL DATE , INITIAL OTHER APPROVA CITY APPROVAL DWN BY; PROJECT NO: DRAWING NO, CHKD BY, SDP 14-08 480-3N RVWD : ' 'I ' i I ! : I ' '' : i I' l • . I ' . ,------ ' I I I I I I I I I I POT and PLANT SCHEDULE DESCRIPTION SYMBOL QTY IRRIGATION (NO DRAIN HOLE (TYP.) FINISH 0 4 04 02 NOTES: SELF WATERING SYSTEM SELF WATERING SYSTEM SELF WATERING SYSTEM MODEL: QR-CB3630P WHITE WASH COLOR: QUAIL HILL MATTE SEALER RED (DARK TERRACOTTA) TI SMOOTH with WHITE WASH MODEL: QR-Ll3012P WHITE WASH COLOR: QUAIL HILL MATTE SEALER RED (DARK TERRACOTTA) TI SMOOTH with WHITE WASH MODEL: QR-Ll3012P WHITE WASH COLOR: QUAIL HILL MATTE SEALER RED (DARK TERRACOTTA) TI SMOOTH with WHITE WASH AVAILABLE FROM QUICKCRETE ATTN: BRIAN GOTZ 714.309.6564 QUICKCRETE ATTN: BRIAN GOTZ 714.309.6564 QUICKCRETE ATTN: BRIAN GOTZ 714.309.6564 PLANT MATERIAL (PER POT) (I) 24" CUPRESSUS 'TINY TOWER' (6) I GAL. PELARGONIUM PEL TATUM -IVY GERANIUM (RED) (8) I GAL. PELARGONIUM PEL TATUM -IVY GERANIUM (RED) I to 3 AGAVE 'BLUE GLOW' DEPENDING ON SIZE AVAILABILITY. SUBMIT PHOTOS of SPECIMENS FOR APPROVAL (8) 4" POTS -SENECIO ROWLEYANUS 'STRING OF PEARLS' I. ALL POTS TO RECEIVE SELF WATERING SYSTEM TO BE CWI CLASSIC BY PLANTER TECHN6LoG'y OR EQUAL. ! KEY MAP NORTH SCALE: I"= 10' \ BIOFILTRATION BASIN SOIL PROFILE SOIL PROFILE per CIVIL HMP MEMO. BIOFILTRATION BASINS ARE COMPRISED OF A 3 INCH THICK LAYER OF MULCH, A MINIMUM 18 INCH LAYER OF AMENDED SOIL (A HIGHLY SANDY, ORGANIC RICH COMPOSITE WITH AN INFILTRATION CAPACITY OF AT LEAST 5 INCHES per HOUR) and A LAYER OF GRAVEL FOR ADDITIONAL DETENTION AT THE BOTTOM WILL ACCOMMODATE THE FRENCH DRAIN SYSTEM. 1 TREE and PALM PLANTING LEGEND: SYMBOL 0 0 EB r 0 0 0 0 J 0 0 TURF: NAME CITRUSSPP. CUPANIOPSIS ANACARDIOIDES CARROTWOOD CUPRESSUS SEMPERVIRENS ITALIAN CYPRESS JACARANDA MIMOSIFOLIA JACARANDA KOELREUTERIA BIPINNATA CHINESE FLAME TREE LAGERSTROEMIA H.'MUSCOGEE' HYBRID CRAPE MYRTLE MAGNOLIA G. 'LITTLE GEM' DWARF SOUTHERN MAGNOLIA OLEA EUROPAEA 'SWAN HILL' FRUITLESS OLIVE PHOENIX DACTYLIFERA 'MEDJOOL' DATE PALM PINUS TORREYANA TORREY PINE QUERCUS AGRIFOLIA COAST LIVE OAK SAMBUCUS MEXICANA MEXICAN ELDERBERRY SYAGRUS ROMANZOFFIANA QUEEN PALM TRISTANIA CONFERTA BRISBANE BOX SIZE QTY COMMENTS 36" BOX 7 36" BOX 26 24"BOX 24 36" BOX 5 36" BOX 9 36" BOX 8 36" BOX 18 48" BOX 17 IB'BTH 16 36" BOX 33 36"BOX 2 24" BOX 17 36" BOX 4 36" BOX 5 ' VARIETIES T.B.S. STANDARD STANDARD STANDARD STANDARD LOW BRANCHING MUL Tl-TRUNK MATCHING DIAMOND CUT STANDARD LOW BRANCHING LOW BRANCHING SODDED TURF. 'LOW WATER' DWARF TALL TYPE FESCUE BLEND. CONTACT AGRONOTEC SEED CO. 1-801-876-3690. SUBMIT CUT SHEET TO L.A. FOR APPROVAL IFEEE~ SODDED TURF at FIRE LANE. 'LOW WATER' DWARF TALL TYPE FESCUE BLEND. CONTAC AGRONOTEC SEED CO. 1-801-876-3690. SUBMIT CUT SHEET TO LA FOR APPROVAL SHREDDED WOOD MULCH (ALL SHRUB AREAS): ALL , SHRUB t' -I" BARK MULCH (3" THICK)-SUBMIT SAMPLES to LANDSCAPE ARCHITECT for APPROVAL AREAS TREE ROOT BARRIER NOTE: WUCOLS MEDIUM MEDIUM LOW MEDIUM MEDIUM MEDIUM MEDIUM LOW LOW LOW LOW MEDIUM MEDIUM MEDIUM LOW LOW 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 DRAINLINES 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 TWO (2) AGRONOMIC SOILS TESTS AND INSTALL PLANT MATERIAL PER REPORT AND SOIL RECOMMENDATIONS. SOIL TEST LOCATIONS INCLUDE THE CENTRAL GREEN BELT and FRONT LANDSCAPE SLOPES. SEE SHEETS 30 and 32. 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. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. BUILT'' TITLE _______ _ REV!Ev/ED BY, INSPECT DR DATE DATE DATE PREPARED, l---+-----+----+---+-----l----+----I I S3HE4ET I CITY OF CARLSBAD I SHSEEOTS I PLANNING DIVISION :=R~O~B~E~R~T==so~N~RA~N==c==H~PA~B=-~sE==N==1==o==R=A~P=A~RT==M==-=E N=T==S~~ TREE, PALM & TURF PLAN LP.6 l----+----+-------+---+-----+----+--_.1-AP_P_R_o_v_rn_: _ __:_;.;;:;::;;r=e"""''--l'----=>'--'=->-"""'!I-L--I (~, ~-.ti\,et\: ";.<;j'.1-.. PLANNING DATE _ MJSDesign Group,, DATE INITIAL REVISION Landscape Architecture+ Planning+ Design ENGINEER OF WORK DESCRI PTIQN DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OWNBY: __ _ CHKDBY: __ _ RVWD: PROJECT NO: SOP 14-08 DRAWING NO 480-3N ,, ' 1 '' '' I! ' 1 ' ' ! ' / I I I I' I I I I I I . . 1·' __ , ·•: . ... ' ·Ir ... ' ' ' ] ' I- k k k .· .. . 'I . . i .. ·. k k li Ii I *i :-1~:"_"'_-~_ ...• _,J,'-<'~0-:&~ LlL(l···· . . . . . . . . . . . ' ! I'·. I :: ., ! • . i .. ·--.-~ ----r-'. .-·.· ·-·--- / ii / 1."--✓ • MATCHLINE -SEE SHEET LP.9 -I- .RRRRRR.RRRR RRRRRRRRRR RRRRRRRRRR .-.~~~~~::.¢,;:,c,;.64] n l J r ,I . , (1 _,_1_1_ -I \ \ \ ·---A\--- ,, •--------~~'-'---------"=~===---' .. "' "' ... - I I I I I GAG E ·OR IVE \ I ,, n / i I i \ I \ \ \ ' \ . ··-· --· ·-· OffeJ □ □ □ □□□□□ -. -. □ □ °'P. □ =~~i.~ ~~~~~~! .. _f'_ .. □olb □□□ -· -··-□□□□□□ + :--: =1:-::::: :--: Db D CJ.IEl a + :-::....::-::....::-:· □□□□□□ ++ cc ·3• ;-,,j.i cc . □ q,tJ □ □ + +++ .· :-::...::-:· □□□□□ + .· c:cc;-~~~ +! -. . □□+}!,I-<'>.,,,.,..,. ~□ !-+1:+ □□□ +.Jt++ □l;f □ JI++ ....J I ~I c::: '1 UJ ol ~I □□□ ++.t+ □ D □ +,,\l::/IQ /, 000 + Tl □□□ +++++ ··-· □'ti □ ~-:-++ □□□ :~+++ :....::-::....: □~~~□ +-ff+++++ '),CC □tip □□ ++-It+++++ I -. . □ □ □ □ □ +'¥+ + + . . . □ □ □ □,;, ++-11+++++++ □□□□'tr +.r-++++-1-++ I □a □□□ +:f+++++f+++ □00 □□ "' ++++ oa □ao □ + ++++++++I ISe□ □ □ □,P □ 1+++++++++ □DODD □□ 1++++ I □ □ □ '4P □ □ □ + +++++++ □□□□□□□ +++ □□Q.□□□□,□ +++++I a □ tr□□ □□'TI □□□□□□□□□ + I I I □i:I □ 0 □ ['j,Q □ □ □□□□□□□□ □o □e □□□ □□□□□□□ 11p □□□ ~1r--l _____ _ I ·:" :: :c : '-1,: :c :: :c ;-::;,~-:::,,p -··-··-··-·· ··-··-··-··-:-: :...:~:...: :-: :...: :-· · -··-·· <~,-~ ,, J, JI . l : I !,--- KEY MAP I 1/, f I I NORTH 0 5' r I / j 10' SCALE: I"= 10' 20' SLOPE PLANTING LEGEND: SHRUB LEGEND: SYMBOL NAME SIZE COMMENTS QTY WUCOLS SYMBOL NAME SIZE COMMENTS QTY WUCOLS ~ ARCTOSTAPHYLOS 'PACIFIC MIST' I GAL. 36"O.C. 190 PACIFIC MIST MANZANITA Low ACHILLEA MILLEFOLIUM -~ 'MOONSHINE' I GAL. -131 Low YARROW ~ BACCHARIS 'PIDGEON POINT' S GAL. 36" o.c. 407 Low DWARF COYOTE BRUSH @ AGAVE ATTENUATA 15 GAL. l 33 FOXTAIL AGAVE Low §s8l CEANOTHUS 'FROSTY BLUE' SGAL. 48" o.c. 170 Low WILD LILAC 0 ARBUTUS UNEDO 'COMPACTA' 5 GAL. MULTI TRUNK 119 STRAWBERRY TREE -Low ~ GREVILLEA NOELLII SGAL. 48" O.C. 29 Low NOELL GREVILLEA @ BACCHARIS DOUGLASII 5 GAL. 18 MARSH BACCHARIS -Medium E!:!:!j HETEROMELES ARBUTIFOLIA I 5 GAL. TOYON 36" o.c. 166 Low ® BOUGAINVILLEA 'ROSEN KA' 5 GAL. SHRUB TYPE I8.B Low BOUGAINVILLEA ~ MELEPHORA LUTEA FLATS 8"0.C. 7979 Low ROCKY POINT ICE PLANT 0 BUXUS M. 'GREEN BEAUTY' JAPANESE BOXWOOD 5 GAL. -36 Medium ~ ROSEMARINUS PROSTRATUS 5 GAL. 36" o.c. 620 DWARF ROSEMARY Low © CALLISTEMON 'LITTLE JOHN' 5 GAL. 443 DWARF CALLISTEMON -Low DETENTION BASIN PLANTING LEGEND: 9 CARISSA M. 'PROSTRATA' NATAL PLUM I GAL. -556 Medium SYMBOL ~ ITm ~ NAME SIZE COMMENTS QTY WUCOLS CAREX PANSA 24" o.c. 490 Low @ COPROSMA X KIRKII MIRROR PLANT 5 GAL. -244 Medium CALIFORNIA MEADOW SEDGE I GAL. DIETES VEGETA -CHONDROPETALUM TECTORUM I GAL. 24" o.c. 1,837 Medium ® 5 GAL. 399 FORTNIGHT LILY Medium DWARF CAPE RUSH JUNCUS PATENS GRAY RUSH f I GAL. 24" o.c. 605 Medium 0 FEIJOA SELLOWIANA 15 GAL -42 PINEAPPLE GUAVA EB FESTUCA OVINA GLAUCA BLUE FESCUE I GAL. -363 0 GREVILLEA NOELLII SGAL. 105 NOELL GREVILLEA - ® HEMEROCALLIS HYBRID I GAL. 'RED VELVET' 604 EVERGREEN DAYLILY ~ JUNCUS PATENS CALIFORNIA GRAY RUSH 5 GAL. -159 ~ LANTANAx 'NEW GOLD' 30" o.c. YELLOW LANTANA 5 GAL. SPACING 264 © LIGUSTRUM J. 'TEXAN UM' WAX LEAF PRIVET 5 GAL. -212 (9 LEYMUS CONDENSATUS 'CANYON PRINCE' ' 5 GAL. -20 CANYON PRINCE WILD RYE 8 MUHLENBERGIA RIG ENS DEER GRASS 5 GAL. 84 e PHORMIUM 'YELLOW WAVE' 5 GAL. 54 HYBRID FLAX - 8 PITTOSPORUM TOBIRA 5 GAL. 177 MOCK ORANGE - § ROSA CALIFORNICA 5 GAL. 64 CALIFORNIA WILD ROSE - 0 RHAPHIOLEPIS INDICA 'CLARA' SGAL. 525 INDIA HAWTHORN - © ROSA 'ICEBERG' 5 GAL. 9 ICEBERG ROSE - 0 ROSEMARINUS PROSTRATUS 5 GAL. 133 DWARF ROSEMARY - ~· .. : ~ SENECIO MANDRALISCAE 10" O.C. ••• I GAL. 2,996 + + + + SENECIO SPACING ••• ... + + + (0 STRELITZIA REGINAE 5 GAL. -422 BIRD OF PARADISE 0 VIBURNUM TINUS 'SPRING BOUQUET' 5 GAL. -61 SPRING BOUQUET LAURUSTINUS BUILT'' APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. TITLE ________ _ REVIE'v/ED BY, INSPECTOR Low Low Low Medium Low Low Medium Low Low Low Medium Low Medium Medium Low Low Medium Low DATE DATE DATE PREPARED: IS3HE5ETI ITY OF CARL BAD ISHSEOETSI r---t------t-------t---+---+---+---1 PLANNING DIVISION c-----t-------j---------t---+---+----+----1 ROBERTSON RANCH PA 8 -SENIOR APARTMENTS SHRUB PLAN LP.7 ' l"<&Xl q-hl & 6:·"t .\:J ~----j-----+--------j---+---+----+-----1I-A-PP_R_o_v_E_D_, __ ._,,c,=-== ,.,,(-"-1-1--'-4"'--"'---U'-ie'I--I--- PLANNING DATE l--;:=c:-+-c;-;=:-:---+-------j---+--+---l----1 ~=D=w==N=:;;B==Y=, =======:::;-;::==PR=o=J=E=c=T=N=o=, ====~D=R=A=w=,N=G=N=o==', MJSDes·1gn Group,., DATE INITIAL REVISION DATE INITIAL DATE INITIAL CHKD B · RVWD·. Y: --SOP 14-08 480-3N landscapeArch1tecture +Planning+ Design ENGINEER OF WORK DESCRIPTION OTHER APPROVA CITY APPROVAL I. ', I ' I' I i I '. I I '' ', ' I, I:, Ii ~ 1 : ! i, '. '. ', I ' i' \ -----~~--~-------~-------'------~--.--.,,---'-,-u?\ i I I _,_1_1_1 0 / ' .. T .. / □□□□ il □ □ □ □□□□ □ □ B"□ □□□□ D D D D D D D D D D , .. , ·,:. l' 11 , __ .1 I I ' I JI .. Ii 11 I .... , ( _, ., . .. "·· i!f~~;: .. ,, !=~: .. , t./ ,; Jif-:13.JtRii ~-L-, __ /Jil . , , \ f"" ! ,_,·::.'.:··:"'---~'.-..,.~-,-----~r \ MATCH LINE -SEE SHEET LP. I 0 -,_,. ,I -I -....j---e·-·+-aa-\ ;: / ! ,1 / 11 -11 , .. >I ii " . i I.=;, .. 0 Ii I __ .. l,1r·. ':.:. ,,!.·/ . >/! -: ',,,' li 1,: ............. •! ........ , ·---'1 1 , 1 -.. ,~'-··;·' j I· "1 f • ,, -:, ·, !, .. j [11= :-Jc_-_ -i ii ...... J: '·"·--n-----,, Py Py Py Py Py Py Py Py Py Py Py Py Py Py Py Py Py Py L L L L Ck Ck Ck Ck.·· .· Ck Ck Ck Ck .. I-I--1--1L. I I I - . ·. I D D I I I I I ...J I u ~ --~~ .. , ~/ ·•· . , ..}_;...... ~-....:~ . . I ,//' ~:::---'--..' -~-. <'IJ··· ·::--. ~ ---.J'ROPERTY LQ.T .h.[NE IRRIGATION AS NECESSARY TO . J.... ·. .. ' ,' ... ;------r---r .......... -... IRRIGATION AS NECESSARY TO /;;/ "-,:::::,........... , .. -..• _.· -~·~· .... ·.·· .. ·, .. ·.·.'.•; .. ·: · ··j'· . · 1 ,· .. ·.---y---.---.-z.•·····----MATCH DWG 480-3L PREPARED BY ==-/:,,,-.... ___ --... · ..: . -~ -MATCH DWG 480-3L PREPARED BY , ,--~ --~~~=~IT:~_-. __ --~-Lr rJ L. 1_f r :x:T1~:r:--:_ __ _,.. , / _ .:._ _ L_ • THE LIGHTFOOT GROUP Ml : I APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 11 AS REV!Ev/ED BY, INSPECT DR BUIL T 11 DATE DATE KEY MAP NORTH GAGE.DRIVE DATE PREPARED, l----+----+----+---+----,f----+---II S3HE6ET I ITY OF CARL BAD I SHSEOETS I PLANNING DIVISION :=:::RO::::::BE~R~T===s===o=N==RA;:=N=C==H~PA~8=-===sE==N=l~O~R=A~P=A=R:::TM===EN=TS;:=~ 0 S' 10' SCALE: I"= 10' 20' MJSDesign Group.,, DATE INITIAL REVISION Landscape Architecture+ Plan111ng + Design ENGINEER OF WORK DESCRI PTIQN DATE INITIAL DATE INITIAL OTHER APPROVA CITY APPROVAL SHRUB PLAN LP.8 OWN BY: PROJECT NO: DRAWING NO: CHKD BY SDP 14-08 480-3N RVWD: '"I I I I' I I., : I I, I' I 'i I ,.. I I I - I I I I I - ,I - '1 I I - I I o- o.. I ...J - i-I UJ ~. V) UJ UJI V) • I UJI z :f I u ~~ LI I I I I I I I I I I I I MATCHLINE -SEE SHEET LP. I I I_I_I_I _ _ I_I_,_I D • •• •• • ~,,-....,,,-"'-'""-.,,,-...,,"'-""'./'.._,,,--.,.,...._,S,,..r.._,,,S...,r..,,"'""'./'.._,,,, :•: • •• + + + + L L L T L L L L L I ~··1_1.li~~I · 11 \ -1--I " \ \ • ,, '• " " ,,. 4 \ \ \ ~" ;.\ " " \ "'"":\ :,---CONTRACTOR SHALL INSTALL PLANT MATERIAL AND 'IRRIGATION AS NECESSARY TO ALIGN with DWG 480-3L PREPARED BY THE LIGHTFOOT GROUP. PLANTING TO APPEAR CONTINUOUS with NO NOTICEABLE GAP BETWEEN SCOPES. ,'\"" " i.,.,,'"Vj "" t\ \ " "" ~ " " " \\ . \ \I \'1"""-1. ~< , \ A + A •• \ \ \ + \ \ + \ \\ ..... \\\ ·.\ \\ \\77"-l/J \ \\\7-,._ \ I \ ,o A I;) A C\ 0 G 0 0 G G I-_I_I_I_I_ MATCHLINE -SEE SHEET LP.7 -~"'si: I 11-l: ~-, ···-----G-r ~ ,,,.,,..,,,,,, KEY MAP _,,,/' \ \ \ \ -=--------~~---~~---==~-------------,,-..,~---·=~ I )>1 SLOPE PLANTING LEGEND: SYMBOL NAME SIZE COMMENTS QTY WUCOLS E!:!:!j ~ ARCTOSTAPHYLOS 'PACIFIC MIST' I GAL. PACIFIC MIST MANZANITA BACCHARIS 'PIDGEON POINT' DWARF COYOTE BRUSH CEANOTHUS 'FROSTY BLUE' WILD LILAC . GREVILLEA NOELLII NOELL GREVILLEA HETEROMELES ARBUTIFOLIA TOYON MELEPHORA LUTEA ROCKY POINT ICE PLANT ROSEMARINUS PROSTRATUS DWARF ROSEMARY SGAL 5 GAL. 5 GAL. 15 GAL FLATS 5 GAL. 36" O.C. 190 Low 36" O.C. 407 Low 48" o.c. 170 Low 48" O.C. 29 Low 36" o.c. 166 Low 811 0.C. 7979 Low ·, 36"0.C. 620 Low DETENTION BASIN PLANTING LEGEND: - SYMBOL NAME ~ CAREX PANSA li::'...c..r:.. CALIFORNIA MEADOW SEDGE ~ CHONDROPETALUM TECTORUM E.:::..:J DWARF CAPE RUSH ~ JUNCUS PATENS ~ GRAYRUSH · r ~-CONTRACTOR SHALL INSTALL PLANT MATERIAL AND IRRIGATION AS NECESSARY TO ALIGN with DWG 480-3L \ \ PREPARED BY THE LIGHTFOOT GROUP. PLANTING TO APPEAR CONTINUOUS with NO NOTICEABLE GAP BETWEEN SCOPES. SIZE COMMENTS QTY WUCOLS I GAL. 24" O.C. 490 Low I GAL 24" O.C. 1,837 Medium I GAL. 24" O.C. 605 Medium SHRUB LEGEND: SYMBOL NAME SIZE COMMENTS ACHILLEA MILLE FOLi UM . ~j 'MOONSHINE' I GAL. . YARROW @ AGAVE ATTENUATA 15GAL. FOXTAIL AGAVE . 0 ARBUTUS UNEDO 'COMPACTA' 5 GAL. MULTI TRUNK STRAWBERRY TREE @ BACCHARIS DOUGLASII 5 GAL. MARSH BACCHARIS . ® BOUGAINVILLEA 'ROSEN KA' 5 GAL. SHRUB TYPE BOUGAINVILLEA 0 BUXUS M. 'GREEN BEAUTY' JAPANESE BOXWOOD 5 GAL. - 0 CALLISTEMON 'LITTLE JOHN' DWARF CALLISTEMON 5 GAL. . 9 CARISSA M. 'PROSTRATA' NATAL PLUM ! GAL. - @ COPROSMA X KIRKII MIRROR PLANT 5 GAL . ® DIETES VEGETA 5 GAL. FORTNIGHT LILY . 0 FEIJOA SELLOWIANA 15 GAL -PINEAPPLE GUAVA , Ef> FESTUCA OVINA GLAUCA BLUE FESCUE I GAL. . © GREVILLEA NOELLII 5 GAL -NOELL GREVILLEA ® HEMEROCALLIS HYBRID I GAL. 'RED VELVET' EVERGREEN DAYLILY ~ JUNCUS PATENS CALIFORNIA GRAY RUSH 5 GAL. . g LANTANA x 'NEW GOLD' JO" O.C. YELLOW LANTANA SGAL. SPACING CD LIGUSTRUM J. 'TEXAN UM' 5 GAL WAX LEAF PRIVET - (0 LEYMUS CONDENSATUS 'CANYON PRINCE' 5GAL. - CANYON PRINCE WILD RYE 8 ' MUHLENBERGIA RIGENS DEER GRASS 5 GAL 8 PHORMIUM 'YELLOW WAVE' 5 GAL. HYBRID FLAX - 8 PITTOSPORUM TOBIRA 5 GAL. MOCK ORANGE - ® ROSA CALIFORNICA 5 GAL. CALIFORNIA WILD ROSE - 0 RHAPHIOLEPIS INDICA 'CLARA' 5 GAL. INDIA HAWTHORN - (i') ROSA 'ICEBERG' 5 GAL. ICEBERG ROSE . 0 ROSEMARINUS PROSTRATUS 5 GAL. DWARF ROSEMARY - -1--1-+ -1-SENECIO MANDRALISCAE 10" o.c. ♦ -1-+ + I GAL. + + + + SENECIO SPACING ••• -1-t + -1- (8 STRELITZIA REGINAE 5GAL. -BIRD OF PARADISE 0 VIBURNUM TINUS 'SPRING BOUQUET' 5 GAL. - SPRING BOUQUET LAURUSTINUS APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. TITLE ________ ~ REVIEWED BY, INSPECTOR QTY WUCOLS 131 Low 33 Low 119 Low 18 Medium ) 188 Low 36 Medium 443 Low 556 Medium 244 Medium 399 Medium 42 Low 363 Low 105 Low 604 Medium 159 Low 264 Low 212 Medium 20 Low 84 Low 54 Low 177 Medium 64 Low 525 Medium 9 Medium Ill Low 2,996 Low 422 Medium 61 Low DATE DATE DATE PREPARED: 1------+---+-------+---+-------+----+---.I I S3HE7ET I ITY OF ARL BAD I SHSEEOTS I PLANNING DIVISION ~=='-'=========='-'=~ ROBERTSON RANCH PA 8 -SENIOR APARTMENTS 0 5' IO' 20' NORTH SCALE: I"= 10' 4-14-17 -· ~' ~--~,,~' (JFC,\\.\. MJSDesign Group . Landscape Architecture+ Planning+ Design DATE INITIAL REVISION DATE INITIAL ENGINEER OF WORK DESCRIPTION OTHER APPROVA SHRUB PLAN LP.9 I APPROVED: {Wi~ ~-~~~ I=, .9' .17 PLANNING DATE OWN BY: PROJECT NO: DRAWING NO: DATE INITIAL CHKD BY: SDP 14-08 480-3N CITY APPROVAL RVWD: . ',' 1. I' i. '. i ! . ' : . --·------- -_!_I_' l~l. f11~L~L' I, l_Ll LL LLLLLLL _LLI_LL LLLL.l LL LLLLL LLL I LLL. LLLLLLLLLLL .. LL f.'.--~.:..at-LLLLLr _LLI LLl_L 1~--JEB LL I LL I_LI I_LLLLL LLI LLI .~LI LLLLL L.1 LLI L L_LLLLLL LLLLLL .• LLLI LLL. ,~cc-11LLI LL I_ L.l _LLLLL LLLLL~· LLI I_LLI. LLLLL LLLL.1 LL f--._...LLLLLL' LLLI LLI_ Ir--~ LI LL 1._*LLLLLL LLLLL LLLLLL.L LLLLLL LLI LLLl_ LLLLLL_IL_LLL I LLI · 1 I LLI LLJLLLLLLL,_11---b-d I -I -,-,=,n-,:-~ ., !I C C C C C C C C C C I L.1 _LL I _hLLLLLLL · •. i--~'-"-~-..--. -p=-::'--::-----'=:',,~!,,:-;,l,l...,. .. ':--1 --,!-L~L~L~L~'.::c "_l I I • •,;, ''•'-"' <S ••,-,._AA - "·'"" -1-I- RI APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. Pt TITLE _______ _ REV!Ev/ED BY: INSPECTOR , 11,1 ' : ! _ii I .I ,-,---'' ii //·11 MATCHLINE -SEE SHEET LP. I I -.J -!--- Ck ..... r l~;;~b;rsy;its: :r:• --1 DATE DATE ,- \ } ] .,,r 1 -- l ~-----=n~hiiliiM --------·-- KEY MAP / B NORTH .... : .. 0 5' R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R RRRRRR 10' 20' SCALE: I"= 10' _I_I_ -1-I .. 1-1-1 ., J -I MJSDesign Group . Landscape Architecture +-Planning+ Design \ \ \ 1/ \ I \ I \ \ I I \ \ I \ DATE PREPARED, I \ \ \ \ I Sr Sr \ \ \ \ I - I I - I I I I I I I I I I I I .~ -....I I t:H _V) I u'.i -z I :::J _I lu -~ IL - I I I I ' I I I I I I I I I ~ CITY OF CARL BAD I SHSEOETS I r'----r'------+------+---+---r-----+----1 ~ PLANNING DIVISION i----+-----0---------+----+---+-----+~--1 ROBERTSON RANCH PA 8 -SENIOR APARTMENTS SHRUB PLAN LP. I 0 t:s:-dq 6i, U-4\:: t;,9.17 /----+-----+-------+----+---+---+----I 1-AP_P_R_o_v_E_□_, __,___.__ ..... · .. ~-i--""'1c.<.....:!=:Hc..=ll, __ _ PLANNING DATE DATE INITIAL REVISION ENGINEER OF WORK DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVA CITY APPROVAL OWNBY: ___ _ CHKDBY: __ _ RVWD: PROJECT NO: SDP 14-08 DRAWING NO: 480-3N I~ (( '' ;,fl :I \1 .. , ":\ 1 I, . \ ' : : ' ' I I' I I ' i : ' i: - LIMIT OF WORK zl co __, I "' ::) f--u 91 ~ 0 tcil w u w ::: "-2 Q "-""' I "' 0 I 5 u._ 0 f--::: A A A A PLANTING SCREEN at FRONT IN PARKING. INSTALL SHRUBS 3' FROM FACE of CURB TO ALLOW FOR CAR OVERHANG G G G G G G G ♦ + + ♦ SENECIO MANDRALISCAE 10' o.c. + + + ♦ ◄ I GAL. ♦ + + + SENECIO SPACING + + + ◄ ♦ ♦ + + (0 STRELITZIA REGINAE 5 GAL. -BIRD OF PARADISE VIBURNUM TINUS 0 'SPRING BOUQUET 5 GAL. - SPRING BOUQUET LAURUSTINUS MATCHLINE -SEE SHEET LP.12 I I -I -I ,, •.. J. ,1!!111 -.J-.l -I~.~~ • • • • • • • • •• t •••• •: ••• •••••••••• ~I~ G G G G I G G G G. G --.1 AAA¼, ,-1 -I __ I_ I_ I_ AAAA'l!.. '\ 6. 6. 6. A A A A A , -----------~- __ ,.,,.--- , R R R ... R R R AAAAA \ A At:::.. t:::. AAAA \ AAAA A \ SLOPE PLANTING AND IRRIGATION BY LIGHTFOOT PLANNING GROUP . -"""'~ \ / ~-\ \_ / -~ -¾ ~ / ,, ~ t ' \ 1.\.-,-A '"._ \ "'7--.; AA&~~\ \ "•,_ .\'N__,,_...f-. ",, :~~ . \ A A A A ><' A A Q "-"'"'''AA~ ~:t,'( -~ -~--~-R R R 1•J'---===.l..;.::-::::--~-:::-:-=1..!...==-=--4==""";':.JJ:.=;==...1.===-dJ-..:::...~~J..===.....1.-b...::::::-·;·:;;;-·-;a_· dJ--'--'-~'"--lr=~=~~~::2::::::.7 \ I \ I \ PLANTING SCREEN at FRONT IN PARKING. INSTALL SHRUBS 3' FROM FACE of CURB TO ALLOW FOR CAR OVERHANG ......... , __ ! I \ • --------+-11•.· J/"',,_,.....,,"""\l -,, I :J ■1---~-r R R V !Ir I \ •• • • • • • • • • • • • I .,.. --T --- ttfttL .)ttts~i : l ~ .. -~ LLLLL~LLLLLLL tj L_l .1 LLl1LLLLLLL ~ LLLLLILLLLLLl.1 ~ LI I LLl LLLLLLL ~-LLLLL LLLLLLLLLLLl .. l ··."' _LLLLL · LL ·•3:;· u._ ::__,..g . '. I-,-." -S; ttt1Ltlr.Ltttttt _LLLLLILLLLLLLL LLLLLI._LLLLLLL -11-1 ... 11-11•1-11 V ~~-p;,v RR V, R R R . R R R I t:)--·_ -., -'-'lr,R;y;R:y.R~R'r,RYa'~-'y.Roi".Vc-·'?:· V'.";'···y·•'.":;'v·.,,".°"~:'i•!.,.;.IF'""'s,,.-sj RRRRRRR F R R RRRRRVVV F F D' I if ;, I \ \ .n I' -·.-·.· ... - rtfs '· _:_ ...;.. . . ----. ~---\ .. ----'---il:t::::t:=:::o==:l;:=p i ;;'i .. ,., ',,,,,o,,,, ..... , ., · . "-,r7-, ·- Pt' Pt -v-,,;s-,,.r-HrRI I \ 1, ' , ( : ,1 71 11:t)"ff \ 11i'v:01l1j .,,,,c1 --:-I /-,-,-,, _ Pt . . _ 1,..1 ' '·I . 1-'f MATCHLINE -SEE SHEET LP. I 0 ' \ I 1_1_1_1_1_1 _ \ I 11111 I i•1 + + + + + + + + I \ \ \ \ I -~-·1L I 2.996 422 61 \ ' Low SHRUB LEGEND: SYMBOL NAME SIZE COMMENTS QTY WUCOLS Medium ~ ACHILLEA MILLEFOLIUM 'MOONSHINE' I GAL. -131 Low YARROW Low @ AGAVE ATTENUATA I 5 GAL. 33 FOXTAIL AGAVE -Low 0 ARBUTUS UNEDO 'COMPACTA' 5 GAL. MULTI TRUNK 119 STRAWBERRY TREE Low 8 BACCHARIS DOUGLASII 5 GAL. MARSH BACCHARIS -18 Medium ® BOUGAINVILLEA 'ROSEN KA' 5 GAL. SHRUB TYPE 188 Low BOUGAINVILLEA 0 BUXUS M. 'GREEN BEAUTY' JAPANESE BOXWOOD 5 GAL. -36 Medium 0 CALLISTEMON 'LITTLEJOHN' SGAL. 443 DWARF CALLISTEMON -Low 9 CARISSA M. 'PROSTRATA' NATAL PLUM I GAL. -556 Medium @ COPROSMA X KIRKII Ml RROR PLANT 5 GAL. -244 Medium @ DIETES VEGETA SGAL. ' 399 FORTNIGHT LILY -Medium 0 FEIJOA SELLOWIANA IS GAL -42 Low PINEAPPLE GUAVA ' 4) FESTUCA OVINA GLAUCA ' BLUE FESCUE I GAL. -363 Low © GREVILLEA NOELLII 5 GAL. -105 Low NOELL GREVILLEA ® HEMEROCALLIS HYBRID I GAL. 'RED VELVET' 604 Medium EVERGREEN DAYLI LY ' ~ JUNCUS PATENS CALIFORNIA GRAY RUSH SGAL. -159 Low ~ LANTANA x 'NEW GOLD' JO" O.C. YELLOW LANTANA 5 GAL. SPACING 264 Low (0 LIGUSTRUM J. 'TEXAN UM' 5 GAL. 212 WAX LEAF PRIVET -Medil.i'm ' g LEYMUS CONDENSATUS 'CANYON PRINCE' 5 GAL. -20 Low CANYON PRINCE WILD RYE 8 MUHLENBERGIA RIGENS DEER GRASS 5 GAL. 84 Low, 0) PHORMIUM 'YELLOW WAVE' 5 GAL. 54 Low HYBRID FLAX - 8 PITTOSPORUM TOBIRA 5 GAL. 177 MOCK ORANGE -Medium (§ ROSA CALIFORNICA 5 GAL. 64 CALIFORNIA WILD ROSE -Low 0· RHAPHIOLEPIS INDICA 'CLARA' 5 GAL. 525 INDIA HAWfHORN -Medium © ROSA 'ICEBERG' 5 GAL. 9 ICEBERG ROSE -Medium 0 ROSEMARINUS PROSTRATUS 5 GAL. 133 DWARF ROSEMARY -Low A\ ~ A}A ~ V\O._,,.." A' 11-i,_,,. A ~ • \ '. A ~// \ \ \ \ \ -~ ~ __---CONTRACTOR SHALL INSTALL PLANT MATERIAL AND IRRIGATION AS NECESSARY TO \ \ ' \ \ \-~- \ ' "' \ ·, \ '- "' ,, \ \ ·. \ \ \ \ \\ \ . \.,/ \\\ -I ALIGN with DWG 480-3L PREPARED BY THE LIGHTFOOT -GROUP. PLANTING TO APPEAR CONTINUOUS with NO NOTICEABLE GAP BETWEEN SCOPES. I- ' ,---------------,---------,--------------.------------.--D-AT ... E_P __ R-EP_A_R ... ED,-,--,--------,----,--'-T-----,---~------------------------1 I 839TI CARLSBAD I SHsos I APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA'S. BUILT" TITLE ________ _ REVIEI-/ED BY: INSPECTOR DATE DATE ·- ' ,\2 ] 11---, _,,---,,-, --l: ,.,.,-~-----"liGE ORI ............ (' ' KEY MAP 0 5' 10' 20' NORTH SCALE: I"= 10' MJSDesign Group -DATE INITIAL REVISION Landscape Architecture+ Planning+ Design ENGINEER OF WORK DESCRIPTION DATE INITIAL OTHER APPROVA ITY OF PLANNING DIVISION ROBERTSON RANCH PA 8 -SENIOR APARTMENTS SHRUB PLAN LP. I I I APPROVED: PLANNING (fil\ Gr«el~,Jt .,,.4-. ,, I DATE DWN BY: PROJECT NO: DRAWING NO: DATE INITIAL CHKD BY: SDP 14-08 480-3N CITY APPROVAL RVWD: . I . i I i I I ! ' 'i ' ' . I : i . ' : : '! . I I '' ' I I I I I I I I SLOPE PLANTING LEGEND: SYMBOL NAME SIZE COMMENTS ~ ARCTOSTAPHYLOS 'PACIFIC MIST' I GAL 36" O.C. PACIFIC MIST MANZANITA ~ BACCHARIS 'PIDGEON POINT' 5 GAL. 36" o.c. DWARF COYOTE BRUSH ~ CEANOTHUS 'FROSTY BLUE' WILD LILAC SGAL. 48"O.C. ~ GREVILLEA NOELLII 5 GAL. 48" o.c. NOELL GREVILLEA t!1!1!j HETEROMELES ARBUTIFOLIA TOYON 15 GAL. 36"O.C, ~ MELEPHORA LUTEA FLATS 8"0.C. ROCKY POINT ICE PLANT ~ ROSEMARINUS PROSTRA TUS 5GAL. 36" o.c. DWARF ROSEMARY ' QTY WUCOLS 190 Low 407 Low 170 Low 29 Low 166 Low 7979 Low 620 Low ' DETENTION BASIN PLANTING LEGEND: SYMBOL NAME SIZE COMMENTS QTY VVUCOLS ~ CAREX PANSA I GAL. 24" o.c. 490 Low CALIFORNIA MEADOW SEDGE ' ITm CHONDROPETALUM TECTORUM I GAL 24" o.c. 1,837 Medium DWARF CAPE RUSH mfil JUNCUS PATENS I GAL 24" O.C. 605 Medium GRAY RUSH I / / / / / / 6.6.666.t::. 6. 6. 6. 6 I:!. 6. 6. A66.t:::.t:::.6.t::. 6.t:.t::.AAA6. 6.6.6.666. 66.6.6.6.l:i.t::. 6. 6. 6. A 6.'6. D,.t::,.6,t::,.l::,,t:,. " " " " " " I> 6. I::,, D. t:::. 6. t:::. 6 ..,,.,..,, ' 6. 6. t:. 6. 6. 6. / 6.666.66. 6.6.6.6.6 " KEY MAP \ \ NORTH \ \ \ \ 0 \ \ ~-CONTRACTOR SHALL INSTALL PLANT MATERIAL AND IRRIGATION AS NECESSARY TO ALIGN with DWG 480-3L PREPARED BY THE LIGHTFOOT GROUP. PLANTING TO APPEAR CONTINUOUS with NO NOTICEABLE GAP BETWEEN SCOPES. 5' 10' ' 20' " " " " " \ \ " " " \ \ \ "" \ " " " " \ " " " ',,..,. ' 1/ SHRUB LEGEND: . SYMBOL NAME SIZE COMMENTS QTY ACHILLEA MILLEFOLIUM ~ 'MOONSHINE' I GAL. -131 YARROW @) AGAVEATTENUATA IS GAL. 33 FOXTAIL AGAVE - 0 ARBUTUS UNEDO 'COMPACTA' 5GAL. MULTI TRUNK 119 STRAWBERRY TREE s BACCHARIS DOUGLASII SGAL. 18 MARSH BACCHARIS - ® BOUGAINVILLEA 'ROSEN KA' 5GAL. SHRUB TYPE 188 BOUGAINVILLEA 0 BUXUS M. 'GREEN BEAUTY' JAPANESE BOXWOOD 5GAL. -36 0 CALLISTEMON 'LITTLE JOHN' 5 GAL 443 DWARF CALLISTE MON - 9 CARISSA M. 'PROSTRATA' • ' NATAL PLUM I GAL. -556 @ COPROSMA X KIRKII MIRROR PLANT 5GAL. -244 ® DIETES VEGETA 5 GAL -399 FORTNIGHT LILY 0 FEIJOA SELLOWIANA 15 GAL -42 PINEAPPLE GUAVA EB FESTUCA OVINA GLAUCA 363 BLUE FESCUE I GAL. - 0 GREVILLEA NOELLII S GAL -105 NOELL GREVILLEA ® HEMEROCALLIS HYBRID I GAL. 'RED VELVET' 604 EVERGREEN DAYLILY ~ JUNCUS PATENS CALIFORNIA GRAY RUSH 5GAL. -159 (9 LANTANA x 'NEW GOLD' 30" o.c. YELLOW LANTANA 5 GAL SPACING 264 CD LIGUSTRUM J. 'TEXAN UM' WAX LEAF PRIVET S GAL. -212 (0 LEYMUS CONDENSATUS 'CANYON PRINCE' S GAL -20 CANYON PRINCE WILD RYE 8 MUHLENBERGIA RI GENS DEER GRASS S GAL. 84 _,. 8 PHO RMI UM 'YELLOW WAVE' S GAL. 54 HYBRID FLAX - 0 PITTOSPORUM TOBIRA S GAL. 177 MOCK ORANGE - (§) ROSA CALIFORNICA 5 GAL. ,64 CALIFORNIA WILD ROSE - ® RHAPHIOLEPIS INDICA 'CLARA' 5 GAL 525 INDIA HAWTHORN - 0 ROSA 'ICEBERG' 5 GAL 9 ICEBERG ROSE - 0 RO5EMARINUS PROSTRATUS 5 GAL. 133 DWARF ROSEMARY - + + .. + SENECIO MANDRALISCAE 10" o.c. 2,996 + + + + I GAL. If-+ + + + SPACING ••• SENECIO + + + .. ,• CB STRELITZIA REGINAE 5 GAL -BIRD OF PARADISE 422 VIBURNUM TINUS 0 'SPRING BOUQUET' 5 GAL -61 SPRING BOUQUET LAURUSTINUS APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 11 AS BUILT'' TITLE ________ _ REV!EwED BY, INSPECTOR WUCOLS Low / Low Low Medium Low Medium Low Medium Medium Medium Low Low Low Medium Low Low . Medium Low Low Low Medium Low Medium Medium Low Low Medium Low DATE DATE ~□-A-TE-P~RE-M-RE-□--+------+-----l--t----+--;IS4HEOETI ITY OF CARL BAD ISHSEOETSI PLANNING DIVISION ~=RO~BE::,R'.:::T==s=:=o=N==RA:===N=c==H~PA==:=8=-=:=sE==N==l=:=O=:=R=:A=:=P:::A~RT~M~EN:::::;TS===~ SHRUB PLAN LP.12 I APPROVED: fk1 {=,-~ fJ\ e-1\-t:, • .,--1'.7 DATE PLANNING OWN BY: PROJECT NO: DRAWING NO: DATE INITIAL DATE INITIAL SCALE: I"= 10' MJSDesign Group .. , □ATE INITIAL REVISION Landscape Architecture; Planning+ Design ENGINEER OF WORK DESCRIPTION CHKD BY: SOP 14-08 480-3N CITY APPROVAL RVWD: OTHER APPROVA i' : : : ! ! i '. : ' ! ; I' : i I. i . ' Ii :; I ' : ; : ! . SHRUB LEGEND: GENERAL PLANTING NOTES: . SYMBOL NAME SIZE COMMENTS QTY WUCOLS ACHILLEA MILLEFOLIUM I. PRIOR TO ANY FINE GRADING OR PLANTING, CONTRACTOR SHALL OBTAIN AGRONOMIC (&J 'MOONSHINE' I GAL. -131 Low SOIL REPORTS AND SOIL AMENDMENT RECOMMENDATIONS PER SPECIFICATIONS, WHICH YARROW SHALL SUPERSEDE THOSE WITHIN THE SPECIFICATIONS. SEE AGRONOMIC SOILS REPORT 0 NOTE THIS SHEET. AGAVE ATTENUATA 15 GAL. 33 -Low ' FOXTAIL AGAVE ' 2. LANDSCAPE ARCHITECT TO APPROVE ALL PLANT MATERIAL NOT LESS THAN I WEEK PRIOR TO 0 ARBUTUS UNEDO 'COMPACTA' ANTICIPATED DELIVERY DATE. STRAWBERRY TREE 5 GAIL. MULTI TRUNK 119 Low 3. CONTRACTOR SHALL REMOVE ALL GROWER STAKES, TAGS AND RIBBONS. @ BACCHARIS DOUGLASII MARSH BACCHARIS 5 GAL. -18 Medium 4 . LANDSCAPE CONTRACTOR SHALL MAINTAIN PROPER DRAINAGE AND DIRECT ALL WATER TO . DRAINAGE INLETS SO AS TO PREVENT STANDING WATER. ® BOUGAINVILLEA 'ROSENKA' BOUGAINVILLEA 5 GAL. SHRUB TYPE 188 Low 5. THE LANDSCAPE CONTRACTOR SHALL MAINTAIN ALL PLANTED AREAS FOR A PERIOD,OF 90 BUXUS M. 'GREEN BEAUTY DAYS AFTER "START OF MAINTENANCE" PERIOD. ' 0 JAPANESE BOXWOOD 5 GAL. -36 Medium 6. CONTRACTOR SHALL GUARANTEE SHRUBS FOR 6 MONTHS AND TREE MATERIAL FOR 12 0 CALLISTEMON 'LITTLE JOHN' MONTHS ( I YEAR). DWARF CALLISTEMON 5 GAL. -443 Low 7. LANDSCAPE ARCHITECT SHALL APPROVE PLANT MATERIAL PLACEMENT PRIOR TO ' 9 CARISSA M. 'PROSTRATA' INSTALLATION. \ NATAL PLUM I GAL. -556 Medium ' - 0 8. NO TREES SHALL BE PLANTED CLOSER THAN 5' TO A BUILDING OR ROOF STRUCTURE. NO COPROSMA X KIRKI MIRROR PLANT 5 GAL. 244 TREES SHALL BE PLANTED CLOSER THAN 5' TO PAVING OR FREESTANDING WALLS UNLESS -Medium DIRECTED BY THE LANDSCAPE ARCHITECT. @ DIETES VEGETA 5 GAL. 399 9. TREES SHALL NOT BE PLANTED WHERE FUTURE GROWTH WILL OBVIOUSLY CONFLICT WITH -Medium FORTNIGHT LILY ROOF OVERHANGS. 0 FEIJOA SELLOWIANA 15GAL -42 Low PINEAPPLE GUAVA 10. NO SHRUBS OR TREES SHALL BE PLANTED THAT WILL CREATE A VISUAL OBSTRUCTION TO ' SIGHT LINE OF VEHICLE TRAFFIC. FESTUCA OVINA GLAUCA ' + BLUE FESCUE I GAL -363 Low II. TREES PLANTED IN LANDSCAPE AREAS OF LESS THAN 5' IN WIDTH SHALL BE INSTALLED WITH APPROVED ROOT BARRIERS. © GREVILLEA NOELLII 5GAL. -105 Low NOELL GREVILLEA 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 ' ® HEMEROCALLIS HYBRID I GAL. 'RED VELVET' 604 Medium RESOLUTION. FAILURE TO DO SO MAY RESULT IN THE CONTRACTOR TO REMOVE OR EVERGREEN DAYLILY RELOCATE PLANT MATERIAL. JUNCUS PATENS @ CAILIFORNIAGRAY RUSH 5GAL. -159 Low SLOPE PLANTING NOTES: cg; LANTANAx 'NEW GOLD' 30" o.c. YELLOW LANTANA 5GAL. SPACING 264 Low SLOPES 6: I OR STEEPER REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE ' LIGUSTRUM J. 'TEXANUM' TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS: ' © WAX LEAF PRIVET 5GAL. -212 Medium A STANDARD# I -COVER CROP/ REINFORCED STRAW MATTING: LEYMUS CONDENSATUS ~ 'CANYON PRINCE' 5GAL. -20 Low COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING AND FAST CANYON PRINCE WILD RYE COVERING GRASSES, CLOVERS, AND/OR WILD FLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY 8 MUHLENBERGIA RIGENS Low APPROVAL PRIOR TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RATE AND MANNER DEER GRASS. 5GAL. 84 SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY (30) DAYS. 0 PHORMIUM YELLOW WAVE' 5GAL. 54 Low TYPE OR REINFORCED STRAW MATTING SHALL BE AS APPROVED BY THE CITY AND STAKED TO THE HYBRID FLAX -SLOPE AS RECOMMNDED BY THE MANUFACTURER. 0 ' PITTOSPORUM TOBIRA 5GAL 177 REINFORCED STRAW MATTING SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15 -Medium MOCK ORANGE AND APRIL 15. THE COVER CROP AND/OR REINFORCED STRAW MAT SHALL BE USED FOR THE ® ROSA CALIFORNICA REMAINDER OF THE YEAR. CALIFORNIA WILD ROSE 5GAL. ' 64 Low B. STANDAIRD #2 -GROUND COVER ' RHAPHIOLEPIS INDICA 'CLARA' I ® 5 GAIL. 525 . ' Medium ONE HUNDRED (100%) PERCENT OF THE AREA SHALL BE PLANTED WITH A GROUND COVER KNOWN INDIA HAWTHORN ROSA 'ICEBERG' ( TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS (PLANTED FROM A MINIMUM SIZE OF . © SGAL. 9 FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN ONE YEAR). ICEBERG ROSE -Medium 0 ROSEMARINUS PROSTRATUS C. STANDARD #3 -LOW SHRUBS 5GAL. -133 Low ' DWARF ROSEMARY . LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF 2-3/4 INCH LINERS) SHALL COVER + + + + SENECIO MANDRALISCAE 10"O.C. A MINIMUM OF SEVENTY (70%) PERCENT OF THE SLOPE FACE (AT MATURE SIZE). + .. + + I GAL. 2,996 Low I>♦ .... + SPACING ' • • • SENECIO • • • . .D. STANDARD #4 -TREES AND/OR LARGE SHRUBS @) STRELITZIA REGINAE 5 GAL -422 Medium BIRD OF PARADISE TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF I GALLON CONTAINERS) VIBURNUM TINUS AT A MINIMUM .RATE OF ONE (1) PER TWO HUNDRED (200) SQUARE FEET. 0 'SPRING BOUQUET' 5GAL. -61 Low SPRING BOUQUET LAURUSTINUS SLOPES 6: I OR STEEPER AND: SLOPE PLANTING LEGEND: A. 3' OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT MINIMUM STANDARD# I. SYMBOL NAME SIZE COMMENTS QTY WUCOLS ' ~ ARCTOSTAPHYLOS 'PACIFIC MIST' B. 3' TO 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #I (EROSION CONTROL MATTING SHALL BE I GAL. 36" o.c. 190 Low INSTALLED IN LIEU OF A COVER CROP), #2 AND #3. PACIFIC MIST MANZANITA ~ BACCHARIS 'PIDGEON POINT' 36" o.c. 5GAL DWARF COYOTE BRUSH 407 Low C. IN EXCESS OF 8' IN VERTICAL HEIGHT REQUIRE STANDARDS # I (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP), #2, #3, AND #4. ~ CEANOTHUS 'FROSTY BLUE' AREAS GRADED FLATTER THAN 6:1 REQUIRE STANDARD #I (COVER CROP) WITH TEMPORARY 5 GAL. 48" o.c. 170 Low WILD LILAC IRRIGATION WHEN THEY HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS: . -GREVILLEA NOELLII 5 GAL. 48" o.c. 29 Low A SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS OF COMPLETION NOELL GREVILLEA OR ROUGH GRADING. E!::::~ HETEROMELES ARBUTIFOLIA 15 GAL 36"O.C. 166 Low TOYON B. A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY. ~ MELEPHORA LUTEA FLATS 8" o.c.. ROCKY POINT ICE PLANT 7979 Low C. IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT. ' ' R ROSEMARINUS PROSTRATUS 36"O.C. 620 DWARF ROSEMARY 5GAL. Low PLANTING DESIGN NOTES: DETENTION BASIN PLANTING LEGEND: WUCOLS • LANDSCAPE PLANS FEATURE GROUND COVER, SHRUBS, AND TREES TO SCREEN ELEMENTS OF SYMBOL NAME SIZE COMMENTS QTY UNSIGHTLINESS AND SCREEN/ SOFTEN NEW IMPROVEMENTS. ' . ~ CAREXPANSA I GAL . 24" o.c. 490 Low CALIFORNIA MEADOW SEDGE • LANDSCAPING IS USED ALONG ALL BUILDING ELEVATIONS TO BOTH SOFTEN AND ENHANCE THE ARCHITECTURE. m CHONDROPETALUM TECTORUM I GAL . 24" o.c. 1,837 Medium . DWARF CAPE RUSH • WOODY SHRUBS ARE PLANTED OVER HERBACEOUS GROUND COVER AREAS TO COVER 60% OF ~ JUNCUS PA TENS ' THE GROUND COVER AREA (AT MATURE SIZE). I GAL. 24"O.C. 605 Medium □ GRAY RUSH EVERGREEN PLANTS ARE USED TO SCREEN UNSIGHTLY ELEMENTS AND SHALL BE SPACED TO • PROVIDE 100% SCREENING WITHIN TWO (2) YEARS OF INSTALLATION. ' • ALL UTILITIES ARE SCREENED WITH APPROPRIATE PLANT MATERIAL. NO TREES SHALL CONFLICT WITH LIGHT POLES. ' ' • VIRGINIA CREEPER (PARTHENOCISSUS QUINQUEFOLIA) VINES ARE PLANTED ON ALL TRASH ' ENCLOSURES AND RETAINING WALLS OVER 3' HEIGHT. ' PARKING LOT PLANTING NOTES: I • PLANTING AREAS ARE SCREENED FROM ADJACENT PROPERTY OR STREETS THROUGH THE USE OF PLANTING, MOUNDING, AND DECORATIVE WALLS WITH A TOTAL HEIGHT OF AT LEAST (3) FEET. • A MINIMUM OF 3% OF THE PARKING AIREA IS LANDSCAPED. THE "PARKING AREA" INCLUDES ALL ' PARKING SPACES AND DRIVE AISLES. THE PLANTINGS ARE CONTAINED IN PLANTING AREAS WITH A MINIMUM DIMENSION OF 4' AND ARE LOCATED THROUGHOUT OFF-STREET PARKING AREAS IN ORDER TO OBTAIN THE MAXIMUM AMOUNT OF DISPERSION .. ' PLANTING AREA DRAINAGE NOTE: TREE and PALM PLANTING LEGEND: ALL PLANTING AREAS TO SLOPE MINIMUM 2% AWAY FROM SYMBOL NAME SIZE QTY COMMENTS WUCOLS STRUCTURES AND TERMINATE INTO AN APPROVED DRAINAGE SYSTEM. SEE PRECISE GRADING PLAN PREPARED BY CIVIL ENGINEER. 0 CITRUS SPP. 3611 BOX 9 VARIETIES T.B.S. MEDIUM UTILITY SCREENING NOTE: 0 CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT CUPANIOPSIS ANACARDIOIDES 36" BOX 26 STANDARD MEDIUM PRIOR TO BEGINNING LANDSCAPE WORK SO THAT THE CARROTWOOD LANDSCAPE ARCHITECT CAN REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY $ ·. SCREEN ALL UTILITIES FROM VIEW •. CUPRESSUS SEMPERVIRENS 24" BOX 27 LOW ITALIAN CYPRESS A.5-4 LANDSCAPE PERCENTAGES r ' 0 JACARANDA MIMOSIFOLIA 36" BOX 5 STANDARD MEDIUM TOTAL SOFTSCAPE = 56,927 s.f. JACARANDA TOTAL SITE AREA = 179,525 s.f. ~ ' PERCENT of TOTAL SITE ' = 31.7% USED FOR LANDSCAPING 0 KOELREUTERIA BIPINNATA ' 36" BOX 9 STANDARD MEDIUM A.5-5 LANDSCAPE MAINT. NOTE: CHINESE FLAME TREE ' ALL LANDSCAPE AREAS INSIDE of PROPERTY LINE/R.O.W. to be ft) MAINTAINED by THE PROPERTY MANAGEMENT COMPANY LAGERSTROEMIA H.'MUSCOGEE' 36"BOX 8 STANDARD MEDIUM HYBRID CRAPE MYRTLE PERCENT OF TURF NOTE: TURF PROVIDED ON SITE: 5,972 S.F. 0 MAGNOLIA G. 'LITTLE GEM' 36"BOX 18 LOW MEDIUM % TURF of TOTAL SOFTSCAPE: 10% DWARF SOUTHERN MAGNOLIA BRANCHING % TURF of OVERALL SITE: 3% 0 OLEA EUROPAEA 'SWAN HILL' 48" BOX 18 MULTI-TRUNK LOW REFERENCE NOTES: I FRUITLESS OLIVE FOR PLANTING GENERAL NOTES SEE SHEET BV.I3 FOR POTTERY SCHEDULE SEE SHEET BP.6 ~ FOR PLANTING DETAILS SEE SHEET &8.14 FOR PLANTING SPECIFICATIONS SEE SHEET &P.I5 PHOENIX DACTYLIFERA 'MEDJOOL' I8'BTH 16 MATCHING LOW DATE PALM DIAMOND CUT KEY: @ PINUS TORREYANA 36" BOX 33 -.LOW r-, 4' x 7' CLEARAN,CE AREA FOR FIRE TORREY PINE ' I I DEPARTMENT LADDER ACCESS AT RESCUE I I WINDOWS. NO TREES TO BE PLANTED IN THIS fv,7>-. l_J SPACE. QUERCUS AGRIFOLIA 36" BOX 2 STANDARD LOW * RESCUE WINDOW LOCATION ) COAST LIVE OAK lf'I'\I LANDSCAPE BOLLARD LIGHT. SEE PLANS PREPARED l\Vl BY THE ELECTRICAL ENGINEER 0 •-f __ -j PARKING LOT POLE LIGHT. SEE PLANS PREPARED SAMBUCUS MEXICANA 24" BOX 17 LOW MEDIUM BY THE ELECTRICAL ENGINEER MEXICAN ELDERBERRY BRANCHING ' * ' TREE MAINTENANCE NOTE: SYAGRUS ROMANZOFFIANA 36" BOX 4 -MEDIUM QUEEN PALM ' .. ALL TREES SHALL be MAINTAINED 24" CLEAR from 0 BUILDINGS. TRISTANIA CONFERTA 36" BOX 5 LOW MEDIUM BRISBANE BOX BRANCHING CITY PLANTING NOTE: TURF: I I SODDED TURF. 'LOW WATER' DWARF TALL TYPE FESCUE BLEND. CONTACT .......... ·:: AGRONOTEC SEED CO. 1-801-876-3690. SUBMIT CUT SHEET TO L.A. FOR APPROVAL LOW PLANTS WITH SIMILAR CULTURAL REQUIREMENTS OF :_,:-:.>:-::_:_.·_:_. .. : ...... EXPOSURE, SOILS AND WATER NEEDS ETC. SHALL BE ltt~t! SODDED TURF at FIRE LANE. 'LOW WATER' DWARF TALL TYPE FESCUE BLEND. CONTAC GROUPED TOGETHER AND LOCATED ON THE PROJECT AGRONOTEC SEED CO. 1-801-876-3690. SUBMIT CUT SHEET TO L.A. FOR APPROVAL LOW SITE IN MICROCLIMATES WHERE THEY WILL REQUIRE THE LEAST WATER FOR OPTIMUM GROWTH AND MAINTENANCE SHREDDED WOOD MULCH (ALL SHRUB AREAS): - ALL TREE STAKING NOTE: SHRUB ½-• -I" BARK MULCH (3" THICK) -SUBMIT SAMPLES to LANDSCAPE ARCHITECT for APPROVAL AREAS • ALL TRISTANIA CONFERTA TO BE STAKED WITH (2) 12' LONG LODGEPOLE STAKES and I 12' LONG LODGEPOLE TREE ROOT BARRIER NOTE: STAKE TO SUPPORT THE LEADER • • ALL ITALIAN CYPRESS TO BE STAKED WITH (1) 12' LONG ROOT BARRIERS ARE REQUIRED WHERE TREES ARE PLANTED LESS THAN FIVE (5) FEET OF SIDEWALK, WALLS, LODGEPOLE STAKE. BUILDINGS, STRUCTURES, CURBS, PAVING, PUBLIC IMPROVEMENTS WITHIN R.O.W. (TYP.), WATER, SEWER, STORM • ALL OTHER TREES TO BE STAKED per TREE STAKING DETAIL. SEE DETAIL ON SHEET LP.I4 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. QUANTITIES NOTE: TREE PLACEMENT NOTE: CONTRACTOR TO NOTE THAT THE QUANTITIES ON CONTRACTOR TO LOCATE ALL DRAINLINES IN FIELD PRIOR TO THE INSTALLATION OF TREES AND PALMS. LEGEND AND PLANT CALLOUTS HAVE BEEN PROVIDED CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF ANY CONFLICT WITH TREE OR PALM LOCATIONS WITH FOR QUICK REFERENCE ONLY. IT IS RECOMMENDED THAT STORM DRAIN LINES. THE CONTRACTOR NOT RELY ON THE ACCURACY OF . THESE QUANTITIES AND PROVIDE THEIR OWN PLANT ' MATERIAL COUNTS AT THE TIME OF PREPARING BID. ANY AGRONOMIC SOILS REPORT NOTE: DISCREPANCY IN THE PLANT QUANTITIES AND SIZES SHOULD BE BROUGHT TO THE IMMEDIATE ATTENTION OF CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING TWO (2) AGRONOMIC SOILS TESTS AND INSTALL PLANT THE LANDSCAPE ARCHITECT. MATERIAL PER REPORT AND SOIL RECOMMENDATIONS. SOIL TEST LOCATIONS INCLUDE THE CENTRAL GREEN BELT and FRONT LANDSCAPE SLOPES. SEE SHEETS 28 and 30. BIOFILTRATION BASIN SOIL PROFILE 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 SOIL PROFILE per CIVIL HMP MEMO. BIOFILTRATION BASINS LANDSCAPE PLANS PRIOR TO THE START OF CONSTRUCTION AND SHALL BECOME PART OF THE APPROVED PLANS. ARE COMPRISED OF A 3 INCH THICK LAYER OF MULCH, A MINIMUM I8 INCH LAYER OF AMENDED SOIL (A HIGHLY . 11 AS BLJIL T11 SANDY, ORGANIC RICH COMPOSITE WITH AN INFILTRATION APPROVED FOR PLANTING CAPACITY OF AT LEAST 5 INCHES per HOUR) and A LAYER OF GRAVEL FOR ADDITIONAL DETENTION AT THE BOTTOM AND IRRIGATION ONLY, WILL ACCOMMODATE THE FRENCH DRAIN SYSTEM. I INCLUDING PRECISE • -TITLE DATE LOCATION OF PLANTING REV!EwED BY• / AREAS. INSPECTOR DATE DATE PREPARED: I 4ElT I CITY OF CARL~BAD I SHsos I PLANNING DIVISION i'>"-\DSCAP,/;-~~ ROBERTSON RANCH PA 8 -SENIOR APARTMENTS ;;.,..'-,, . . 'Vr, 1;. . tfi,' -.;: ~ PLANTING LEGEND ._ ~ h --l ({. ,,~,,,-_,.. ,~ ,.., • 03-31-19 ~ AND NOTES LP.13 ) l\,o~.1•,11 D,,. "·< 4-14-17 o,, ,. I APPROVED: It~\ ~a:;Jt~ I ; ~' <1 ?'1;, cs-· ? ·'-1-11 ,0 UpC,\.L\' PLANNING. DATE DWN BY: PROJECT NO: DRAWING NO: MJSDesign Group . DATE INITIAL REVISION DATE INITIAL DATE INITIAL CHKD BY: SDP 14-08 480-3N landscape Architecture+ Planning+ Design ENGINEER OF WORK DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD: ' ' ' 1 • I j I I 'I Cc ~ .· jj;\• .----------------------,---------~------------------------...,.-----------------------.....;. __ .....;. _________ , ____ ..._ ________________ ;.... ______ """':" _________ ., ,11: LEGEND: CD (2) I0'Xl-ll2"DIA.SCHEDULE40 NON-THREADED GALVANIZED STEEL PIPE. DRILL HOLE FOR WIRE TIE. PAINT FOREST GREEN. CLEAR OF ROOTBALL (D TREE TIE AT PIE@ POINT OF DEFLECTION 0 GRADE LINE PRIOR TO PLANTING 0 FINISH GRADE {I) WATER BASIN BERM © MULCH -TAPER@ TRUNK (j) ROOTBALL ® AMENDED BACKFILL ® ROUGHENED PIT SIDES @ SUBGRADE NOTES: I. REFER TO SPECIFICATIONS FOR MULCH, PLANT PIT and AMENDMENT REQUIREMENTS. 2. TOP OF STAKES SHALL NOT BE IN CONTACT WI BRANCHES. 3. EROSION CONTROL FABRIC SHALL BE INSTALLED ON ALL SLOPES 3: I or GREATER TO CONTROL EROSION WHILE PLANTS ESTABLISH. Sl-----~ _J _J ;;§ I- I-I 0 l'.) Ow 0::I X N SECTION ' ' X ROOTBAL WIDTH Scale: N.T.S. TREE PLANTING ON SLOPE PL T-SLOT ® SHRUB PLANTING PLT-SHB X 000 000 00 0 X SQUARE SPACING PLAN SECTION + 000 00 000 0 X TRIANGULAR. SPACING LEGEND: I. MULCH 2. PREPARED PLANT SOIL 3. SUBGR.ADE NOTES: A. REFER TO SPECS FOR PREPARED PLANT SOIL DEPTH & PREPARATION B. REFER TO PLANS FOR SQUARE OR TRIANGULAR SPACING LEGEND: I. FINISH SURFACE 2. PALM TREE ROOT BALL. FOR LOCATIONS SEE PLANTING PLAN 3. 4" PERFORATED SCHEDULE 40 P.V.C. OBSERVATION TUBE. TUBE SHALL EXTEND 24" DOWN from BOTTOM OF THE PLANTING PIT. ALL PERFORATED PIPES WILL be WRAPPED with DR.AINGUARD FABRIC. 4. FLAT SLOTTED DRAIN CAP. TOP 118 OF GRATE to be 2" ABOVE FINISH GRADE NOT to be USED as SURFACE DRAINAGE. 5. I 00% WASHED PLASTER or CONCRETE SAND JETTED TO SETTLE. 6. DRAINGUARD FABRIC LAYER, 2" MIN SLOPE 7. I" PEA GRAVEL or I" DIA. CRUSHED ROCK LAYER 8. PLANTING PIT. SEE DETAIL FOR DIMENSIONS. NOTES: A. PLANT HOLE SHALL BE LARGER IF NECESSARY to PERMIT HANDLING and PLANTING without INJURY or BREAKAGE of the ROOT BALL or ROOT SYSTEM PALM TRUNK TO BE PLUMB (VERTICAL) LEGEND: I. STEEL WIRE -FLAG WI 318" WHITE PVC I ABS TUBE 2. STEEL TURNBUCKLE -I PER. GUY WIRE 3. MULCH 4. TEMPOR.AR.Y WATER BASIN BER.M REMOVE PRIOR. TO HYDROSEEDING OR SODDING 5. FINISH GR.ADE 6. ROOT BALL 7. AMENDED BACKFILL 8. . ROUGHENED 9. CABLE ANCHOR 10. SUBGRADE 11. TREE TIE @ GROUNDCOVER PLANTING Scale: N.T.S. PL T-GRD @ TORRY PINE GUYING Scale: N.T.S. CD PALMA TE PALM @ PALM HEIGHTS NOTES: A. PLANT HOLE SHALL BE LARGER if NECESSARY to PERMIT HANDLING and PLANTING without INJURY or BREAKAGE of the ROOT BALL and ROOT SYSTEM B. PLANT HOLE SIZE SHALL BE TWICE THE CONTAINER DIAMETER C. PLANT with NITR.OLIZED WOOD SHAVINGS LEGEND: I. WATER BASIN FORMED BY 3" HIGH BERM 2. FINISH GR.ADE (ROOT BALL I 12" ABOVE FINISH GR.ADE AFTER SETTLEMENT 3. ROOTBALL 4. BACKFILL MIX SHALL CONSIST OF 75% NATIVE SOIL, 25% TYPE I SOIL AMENDMENT Scale: N.T.S. LEGEND: I. BR.OWN TRUNK HEIGHT (B.T.H.) 2. SKINNED TRUNK 3. DIAMOND CUT TRUNK 4. FINISH GR.ADE PINNATE PALM (DATE PALM) PLAN VIEW a Z N --L SECTION ( PREVAIL! NG WIND ---------12 ~---13 ROOTBAL HEIGHT LEGEND: 1.. TREE STAKES (2 PER TR.EE) 2. TREE TRUNK 3. 3" MIN. DEPTH MULCH 4. LODGE POLE PINE TREES STAKES TREATED WI COPPER NAPTHANATE. 2" CUT OFF BELOW CANOPY. 5. RUBBER/VINYL CINCH TIE OR APPROVED EQUAL NAILED TO STAKE. LOCATE AT DEFLECTION POINT (4 PER TREE) 6. TEMPORARY WATER BASIN BERM REMOVE PR.IOR TO HYDROSEEDING OR SODDING 7. MULCH (3" MINIMUM DEPTH) 8 .. FINISH GRADE 9. ROOT BALL I 0. 18" x 6'-0" ROOT BARRIER INSTALL at ALL TREES PLANTED 5' FR.OM WALLS, HAR.DSCAPE, ETC. MANUFACTURER BY CENTURY ROOT BARRIERS (800) 480-8084 .II. AMENDED BACKFILL 12. SUB-GR.ADE PLT-GUY A. TOP OF STAKES SHALL NOT COME IN CONTACT WI BRANCHES. B. R.EFER. TO SPECIFICATIONS FOR MULCH, PLANT PIT AND AMENDMENT REQUIREMENTS C. ALL TREES PLANTED IN TURF SHALL RECEIVE PLASTIC ARBOR GUARDS Scale: N.T.S. Scale: N.T.S. PAL-HTS © PALM TREE PLANTING & INSPECTION TUBE PLM-PLTI @ TREE PLANTING (DBL. STAKING) PLT-DST 2 J--~ ... ··- ~ \\q _---1~m1 ""'1Jrri. . =-111°= I I I='' .._ 1/JJ 'f~ fi)'j) .-c:-.:"' 'ffTLljllli-,, --1111!=1' 0 J I ::J 'llf 5 t~rA~~~~~~~~~~'~-~ITTn--­~ti JJ,~ ~ ~~~ 7 ,,,_, -rr=,.,.....i-;:.. -. --=-~ --=i_sn0m_:ff 11 s Yf--•i11 _I_--• 9 SECTION 2 X DIAMETER OF ROOTBALL @ SHRUB PLANTING ON SLOPE LEGEND: CD GRADE LINE PRIOR TO PLANTING 0 FINISH GRADE 0 WATER BASIN BERM 0 MULCH -TAPER@ TRUNK 0 ROOTBALL © AMENDED BACKFILL (j) ROUGHENED PIT SIDES ® COMPACTED AMENDED BACKFILL ® SUBGRADE Scale: N.T.S .. PLT-SLOS NOTE: A. REFER TO SPECIFICATIONS FOR MULCH, PLANT PIT and AMENDMENT REQUIREMENTS. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 11 AS BUIL T 11 B. EROSION CONTROL FABRIC SHALL BE INSTALLED ON ALL SLOPES 3: I or GREATER TO CONTROL EROSION WHILE PLANTS ESTABLISH. TITLE ______ ~ REVIE\o/ED BY, INSPECT DR DATE DATE rD-A-TE-P7RE~~-RE_D_,_+-----+---+---+~--+----1ls4HE2ETI ITY OF CARL BAD ISHSEQETSI PLANNING DIVISION ~=:::'....'.:::==========:::::'....'.:=~ ROBERTSON RANCH PA 8 -SENIOR APARTMENTS PLANTING DETAILS I APPROVED: , Q\ t------+-----+-----+---+-----+--+------0 (<i;.. 0 4 9°"' £:.L\, 4\::: PLANNING f----+---+-----~--+---+---+----11---1 OWN BY: __ _ MJSDesign Group .. , DATE INITIAL REVISION DATE INITIAL DATE INITIAL CHKD BY: --- Landscape Architecture+ Planning+ Design ENGINEER OF WORK DESCRIPTION OTHER APPROVA CITY APPROVAL RVWD: PROJECT NO: SDP 14-08 LP.14 i:; ·"'t-\-7, I DATE DRAWING NO: 480-3N I ' ' '· . ' ' '-! ' '. ' I, ' j' ' . I \ \\ ' \ A. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. B. 1. GENERAL NOTES BIDDING: IT SHALL BE THE OWNER'S RESPONSIBILITY IN INVITING AND OBTAINING BIDS, SETTING ITS PROVISIONS AND INSTRUCTIONS TO BIDDERS, SECURING THEIR BONDS AND WORKERS COMPENSATION INSURANCE CERTIFICATES, ETC. TO FULLY ENSURE THE QUALITY AND TIMELY COMPLETION OF THE PROJECT. SCOPE QF \YORK, CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES NECESSARY TO FURNISH AND INSTALL A COMPLETE ALL LANDSCAPING PER THE DRAWINGS AND SPECIFIED WITHIN.· PlAN VERIFICATION, 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 SUCH DISCOVERY OF DISCREPANCY. GOVERNING CODES SHALL THEN APPLY. LICENSE: THE CONTRACTOR SHALL BE A C-27 CALIFORNIA STATE LICENSED LANDSCAPE CONTRACTOR. ORDINANCES AND REGUlATIONS ' ALL LANDSCAPE PLANTING WITHIN THESE DRAWINGS ANO SPECIFICATIONS SHALL CONFORM TO ALL APPLICABLE GOVERNING CODES AND ORDINANCES (LOCAL, COUNTY & STATE). PERMITS AND INSPECTIONS ' THE CONTRACTOR SHALL OBTAIN, COORDINATE AND PAY FOR ALL PERMITS, FEES AND AGENCY INSPECTIONS AS REQUIRED. Fl!;lD VERIFICATION, CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. THE LANDSCAPE ARCHITECT AND OWNER SHALL BE NOTIFIED IMMEDIATELY UPON ANY DISCOVERY OF DISCREPANCIES. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE LANDSCAPE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY ·REVISIONS NECESSARY. L~BLE FOR ENCROACHMENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ENCROACHMENT ONTO ADJACENT PROPERTY, RIGHT-OF-WAYS, EASEMENTS, SET-BACKS OR ANY OTHER LEGAL PROPERTY RESTRICTIONS EITHER MARKED OR UNMARKED. METHODS OF CONSTRUCTION: THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION METHODS, MEANS, SEQUENCES, PROCEDURES AND TECHNIQUES. THE LANDSCAPE ARCHITECTURAL FIRM IS NOT LIABLE FOR CONSTRUCTION METHODS. ~, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS DURING CONSTRUCTION. lJTII IJlfS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND UTILITIES, _ ELECTRICAL CABLES, CONDUITS, AND IRRIGATION LINES PRIOR' TO ANY CONSTRUCTION, SO THAT PROPER PRECAUTIONS MAY BE TAKEN NOT TO DAMAGE SUCH IMPROVEMENTS, INSURANCE, THE CONTRACTOR SHALL OBTAIN (AND KEEP IN FORCE DURING THE PERIOD OF THE CONTRACT) PUBLIC LIABILITY, WORKMAN'S COMPENsATION AND PROPERTY DAMAGE INSURANCE, AS REQUIRED BY ALL APPLICABLE CODES AND REGULATIONS. LIABLE FOR QAMAGE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED BY ITS OPERATIONS TO UTILITIES, EXISTING PLANTING, CONSTRUCTION, PERSONS, PROPERTY, ETC. AND SHALL PROVIDE PROTECTIVE MEANS TO GUARD AGAINST DAMAGE. COORDINATION, CONTRACTOR SHALL COORDINATE ALL LANDSCAPE CONSTRUCTION WITH APPROPRIATE TRADES THROUGH THE OWNER BEFORE STARTING WORK. ' PlANTl~G PLANS, THE PLANTING PLANS ARE GENERALLY DIAGRA\JMATIC AND INDICATIVE OF THE WORK TO BE INSTALLED. THE CONTRACTOR SHALL MAKE MINOR ADJUSTMENTS DURING INSTALLATION TO AVOID CONFLICTS BETWEEN, EXISTING IRRIGATION, EXISTING PLANTING, ARCHITECTURAL FEAT_URES AND UTILITIES. DIMENSIONS, ALL SCALE DIMENSIONS ARE APPROXIMATE. WRITTEN DIMENSIONS DN DETAILS AND PLANS TAKE PRECEDENCE OVER SCALED DIMENSIONS. PLANTING NOTES, SEE GENERAL NOTES ON THE DRAWINGS FOR ADDITIONAL WORK REQUIRED, BUT NOT SPECIFICALLY MENTIONED IN THESE SPECIFICATIONS. ALL WORK CALLED FOR ON THE DRAWINGS BY NOTES SHALL BE FURNISHED AND INSTALLED WHETHER OR NOT SPECIFICALLY MENTIONED IN THE SPECIFICATIONS AND/OR DETAILS. MATERIALS, ALL MATERIALS AND EQUIPMENT SPECIFIED IN THESE DRAWINGS SHALL BE NEW AND IN PERFECT CONDITION OR THE BEST GRADE OF THEIR RESPECTIVE KINDS WHERE INSTALLED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. SUBSTITUTIONS: DESIGN, MATERIAL, EQUIPMENT AND PRODUCTS OTHER THAN THOSE DESCRIBED OR INDICATED ON DRAW.INGS MAY BE CONSIDERED FOR USE. WRITTEN APPROVAL FOR SUBSTITUTIONS SHALL BE OBTAINED FROM THE OWNER AND LANDSCAPE ARCHITECT. ALL SUBSTITUTIONS SHALL CONFORM TO LOCAL CODES AND ORDINANCES. ANY EQUIPMENT OR MATERIALS INSTALLED WITHOUT APPROVAL BY THE OWNER OR LANDSCAPE ARCHITECT MAY BE REJECTED AND REMOVED AT CONTRACTOR'S EXPENSE. NOTICE Of COMPLETION, THE COMPLETION OF THE CONTRACT SHALL BE ACCEPTED, AND NOTICE OF COMPLETION RECORDED ONLY WHEN THE ENTIRE CONTRACT IS COMPLETED TD THE SATISFACTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. SITE i,/A1NTENANCE, 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 THE COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL INSTRUCT THE OWNER'S AUTHORIZED. REPRESENTATIVE DN HOW TO PROPERLY MAINTAIN AND CARE FOR LANDSCAPE PLANTINGS. GUARANTEE, THE ENTIRE LANDSCAPE INCLUDING ALL WORK DONE UNDER THIS CONTRACT, SHALL BE GUARANTEED AGAINST ALL DEFECTS AND FAULT OF MATERIAL AND WORKMANSHIP, AND SHALL BE IN PERFECT WORKING ORDER FOR 90 DAYS FROM DATE OF COMPLETION BY THE CONTRACTOR WITHOUT EXPENSE TO THE OWNER. TREES SHALL BE GUARANTEED FOR ONE (1) YEAR. ALL MATERIALS USED SHALL CARRY A MANUFACTURER'S GUARANTEE OF MINIMUM ONE (1) YEAR. ANY SETTLING OF TREE/SHRUB WELLS WHICH MAY OCCUR DURING THE 90 DAY PERIOD FINAL ACCEPTANCE SHALL BE 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 REOUIRsP FIELD OBSERVATION WoRK, THESE PLANS WERE PREPARED WITH THE UNDERSTANDING THAT THE OWNER OF sAID PLANS WILL USE PROFESSIONAL DESIGN ASSOCIATES TO PROVIDE 'FULL' CONTRACT SERVICES INCLUDING FIELD OBSERVATION SERVICES DURING CONSTRUCTION. FAILURE TO USE PROFESSIONAL DESIGN ASSOCIATES TO PROVIDE AND COMPLETE THE FIELD OBSERVATION SERVICES SET FORTH HEREIN WILL SIGNIFICANTLY INCREASE THE MISINTERPRETATION OF THE INTENT OF THE DESIGN. ANY UNAUTHORIZED MODIFICATIONS THERETO, AND FAILURE TO DETECT ERRORS AND OMISSIONS IN THE PLANS AND SPECIFICATIONS CAN BECOME COSTLY MISTAKES BUILT INTO THE PROJECT, THEREFORE, IN THE EVENT THAT PROFESSIONAL DESIGN ASSOCIATES IS OTHERWISE PRECLUDED FROM COMPLETING THE FIELD OBSERVATION SERVICES SET FORTH HEREIN, THE OWNER, OR SUBSEQUENT OWNER (INDIVIDUALS OR CORPORATIONS WHO HAVE PURCHASED THESE PLANS WITH THE PROJECT), AGREES TD HOLD HARMLESS, INDEMNIFY, AND DEFEND PROFESSIONAL DESIGN ASSOCIATES AND THEIR CONSULTANTS FROM AND AGAINST ANY AND ALL CLAIMS. 2. 3. 4. 5. C. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. D. 1. 2. 3. 4. 5. FIELD OBSERVATION COORDINATION, THE FOLLOWING OBSERVATIONS SHALL BE INITIATED BY THE CONTRACTOR AND COORDINATED THROUGH THE OWNER (JOB SUPERINTENDENT). THE CONTRACTOR SHALL NOTIFY THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT NOT LESS THAN FORTY-EIGHT (48) HOURS IN ADVANCE OF ANY . OBSERVATION. CONTINUED WORK WITHOUT OBSERVATION OF ANY REQUIRED CHANGES OR MODIFICATIONS TO BE AT THE CONTRACTOR'S EXPENSE. THE OWNER (JOB , SUPERINTENDENT) SHALL INFORM THE LANDSCAPE ARCHITECT AS TO THE PURPOSE ANO TIME OF THE OBSERVATION FORTY- EIGHT (4B) HOURS IN ADVANCE. Cl OSING OE NOT INSPECTED WORK THE CONTRACTOR SHALL NOT ALLO'I/ NOR CAUSE ANY OF THE WORK TO BE COVERED OR ENCLOSED UNTIL IT HAS BEEN INSPECTED, TESTED AND APPROVED BY THE CONSULTING ENGINEER OR AUTHORIZED REPRESENTATIVE AND/OR GOVERNMENTAL AUTHORITY HAVING JURISDICTION OVER THE WORK. SHOULD ANY OF THE WORK BE ENCLOSED OR COVERED BEFORE SUCH INSPECTION AND TEST, HE SHALL UNCOVER HIS WORK AT HIS OWN EXPENSE. AFTER IT HAS BEEN INSPECTED, TESTED AND APPROVED, THE CONTRACTOR SHALL MAKE ALL REPAIRS NECESsARY TO THE OWNER'S SATISFACTION. JOB SITE MEETINGS AND REQUIRED INSPECTIONS: A. PRE-JOB MEETING ON SITE-PRIOR TO COMMENCEMENT OF WORK B. DURING SOIL PREPARATION C. AT COMPLETION OF SOIL PREPARATION D. COMPLETION OF l'/EED CONTROL E. PLANT MATERIAL INSPECTION F. GRADING CHECK PRIOR TO GROUND COVER G. PROGRESS/INSTALLATION INSPECTION H. COMPLETION OF PLANTING I. 30, 60, Ile 90-DAY MAINTENANCE INSPECTIONS COMPLETION: WORK SHALL BE COMPLETED UPON FINAL APPROVAL BY OWNER AND LANDSCAPE ARCHITECT. A FINAL INSPECTION SHALL BE HELD UPON THE COMPLETION OF THE WORK PROVIDING THE CONTRACTOR HAS COMPLETED THE INSTALLATION OF ALL PHASES OF THE CONTRACT AND CONFORMED TO ALL REQUIREMENTS OF THESE SPECIFICATIONS, 1' MATERIAL NOTES i;;ENERAL-THE FOLLOWING LIST COMPRISES THE PRINCIPLE MATERIALS BUT DOES NOT SET THE LIMITATION FOR MATERIALS REQUIRED. IT SHALL BE UP TO THE CONTRACTOR TO SHOW THAT AMPLE QUANTITIES OF THE REQUIRED MATERIALS WERE USED AND INSTALLED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS. SCOPE OF WORK, WORK SHALL CONSIST DF FURNISHING ALL MATERIALS, SERVICES AND EQUIPMENT NECESsARY TO COMPLETELY INSTALL ALL LANDSCAPE WORK AS INDICATED ON THE DRAWINGS AND HEREIN SPECIFIED. PLANT t,jATER~LS, ALL PLANTS SHALL BE HEALTHY, WELL ESTABLISHED NURSERY STOCK, FREE FROM INSECTS AND THEIR EGGS AND DISEASES. PLANTS SHAlL BE FURNISHED IN THE QUANTITIES REQUIRED TO COMPLETE THE WORK AS INDICATED ON THE DRAWINGS AND SHALL BE OF THE SPECIES AND SIZES INDICATED ON THE PLANT LIST. ALL PLANTS SHALL BE INSPECTED AND APPROVED PRIOR TO PLANTING. REJECTION QF Pl.ANT ~TEBIAL: THE OWNER OR LANDSCAPE ARCHITECT MAY REJECT ANY PLANT MATERIAL REGARDED AS UNSUITABLE AT ANY TIME AT NO ADDITIONAL COST TO THE OWNER. HANDl ING/STORAGE: ALL PLANTS SHALL BE HANDLED AND STORED SO THEY ARE ADEQUATELY PROTECTED FROM DRYING OUT, SUN, WIND BURN, VANDALISM OR ANY OTHER INJURY. TREE TAGGING, ALL SPECIMEN TREES CALLED OUT ON PLAN TO BE TAGGED SHALL BE SELECTED BY lANDSCAPE ARCHITECT. TREE STAKES AND QlJYS: TREE STAKES SHALL BE LODGE POLE PINE OR CONSTRUCTION HEART REDWOOD. FURNISH AND INSTALL AS INDICATED ON DETAILS. TREE TIES, SHALL BE FLEXIBLE NON-DETERIORATING SELF- FASTENING BLACK VINYL TREE TIES OF THE SIZES REQUIRED TQ PROPERLY SUPPORT TREES, "CINCH TIES" OR EQUAL. ROOT BARRIERS, CONTRACTOR SHALL INSTALL APPROVED ROOT BARRIERS ON ALL TREES WITHIN FIVE (5) FEET OF HARDSCAPE, STRUCTURES, ETC. ~: SOD VARIETY SHALL BE PER PlANS. SOD SHALL BE SUPPLIED BY PACIFIC SOD DR APPROVED EQUAL, PURCHASED FROM A RECOGNIZED TURF NURSERY, FIRST QUALITY, FRESH AND CLEAN. AGRIFDRM PLANTING TABLETS, SHALL BE 20-10'....5 ANALYSIS PROLONGED RELEASE NITROGEN. 1 PER 1 GALLON, 2 PER 5 GALLON, 4 PER 16 GALLON, ANO 6 PER BOX FOR SPECIMENS LARGER THAN 15 GALLON OR PER DRAWINGS. coMMERICAL FERTll~E•, SHALL BEAR THE MANUFACTURER'S GUARANTEED STATE ENT OF ANALYSIS ND SHALL BE CONTROLLED RELEASE TYPE FERTILIZER WITH THE FOLLOWING MINIMUM REQURIEMENTS, 16% NITROGEN -7% PHOSPHORIC ACID -12% POTASH ( + IRON) REDWOOD SHA\'INGS, SHALL BE PURE REDWOOD sAWDUST AND SHAVINGS OR NITROGEN FORTIFIED FIR RESULTING FROM , MILLING OPERATIONS AND SHALL NOT CONTAIN STICKS, BLOCKS OF WOOD, OR OTHER FOREIGN MATTER. SOURCES OF SHAVINGS SHALL ~E APPROVED BY LANDSCAPE ARCHITECT. SOIL SULFUR, STANDARD COMMERCIAL BRAND, GUARANTEED ANALYSIS OF 99% SULFUR (EXPRESSED AS ELEMENTAL) SUPPLIED IN UNOPENED BAGS WITH ANALYSIS ATTACHED. BONE 1,1~ SHALL BE FINE GROUND, STEAMED, DRY MATERIAL WITH A INIMUM ANALYSIS OF 1% NITROGEN -30% PHOSPHORIC ACID -69.5% UNDILUTED BONE. s.\MPLES, SAMPLES OF REDWOOD SHAVINGS, STEER MANURE, FERTILIZER AND SEED SHALL BE SUBMITTED FOR APPROVAL AND SHALL BE STORED ON THE SITE UNTIL FURNISHING OF MATERIALS IS COMPLETED. CERTIFICATES, CERTIFICATES FOR EACH DELIVERY OF BULK MATERIAL SHALL BE FURNISHED TO THE lANDSCAPE ARCHITECT BY THE CONTRACTOR. CERTIFICATES SHALL STATE THE SOURCE, QUANTITY AND TYPE OF MATERIAL AND DATE AND ADDRESS OF THE LOCATIONS IT WAS DELIVERED 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 SHALL BE INSTALLED AS PER THE SOIL AGRONOMY REPORT TO BE PROVIDED AND PAID FOR BY THE OWNER. SOILS REPORT SHALL CONTAIN FULL SOIL AMENDMENT RECOMMENDATIONS. THE REPORT SHALL BE IMMEDIATELY FORWARDED TO THE LANDSCAPE ARCHITECT UPON COMPLETION. SOIL AMENPMENTS, THE SOIL AMENDMENTS SPECIFIED ARE FOR BIDDING PURPOSES ONLY. THE OWNER SHALL PROVIDE FOR A SOILS AGRONOMY REPORT FROM AN APPROVED SOILS LABORATORY AND/OR ANY ADDITIONAL SPECIFICATION PROVIDED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF PLANT MATERIALS. CULTIVATION DEPJH: ALL LANDSCAPE AREAS SHALL BE CULTIVATED TO A DEPTH OF 6'. A~END~Eif[ M1x, INCORPORATE THE FOLLOWING SOIL A END ENTS, 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. REDWOOD SHAVINGS COMMERCIAL FERTILIZER GYPSUM 6 YARDS PER 1 DOO SQ. FT. 20 LBS. PER 1 ODO SQ. FT. 100 LBS. PER 1000 SQ. FT. 6. 7. 8. 9. E. 1. 2. 3. 4. 5. 6. 7. 8. F. 1 . 2. 3, G. 1. 2. 3. 4. 5. 6. H. 1. 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 SHALL BE UNIFORM. STRAIGHT LEVELS BETWEEN POINTS WHERE ELEVATIONS ARE DETERMINED. FINISH GRADES SHALL BE SMOOTH AND EVEN OF A UNIFORM, PLANE WITH AN ABRUPT CHANGES IN THE SURFACE. MINOR MODELING OF THE GROUND SURFACE MAY BE REQUIRED. GRADES SHALL PROVIDE FOR THE NATURAL RUN-OFF OF WATER WITHOUT LOW SPOTS OR POCKETS. FLOW LINES SHALL BE SET BY INSTRUMENT AND SHALL BE THE MAXIMUM GRADIENT POSSIBLE. DRA!NW,E, THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSITIVE DRAINAGE IN ALL PLANTING AREAS IN ACCORDANCE WITH THE PLANS, DETAILS AND SPECIFICATIONS OR AS SPECIFIED BY THE OWNER. FINISH GRADE AT TURF AREAS, FINISH GRADE OF ALL TURF AREAS SHALL BE ONE INCH BELOW THE GRADE OF ADJACENT WALKS, PAVEMENTS, CURBS, ETC. FINISH GRAPE AT SHRUB AREAS: FINISH GRADE OF ALL SHRUBBERY AND GROUND COVER AREAS SHALL BE TWO INCHES BELOW THE GRADE OF ADJACENT WALKS, PAVEMENTS, CURBS, ETC., EXCEPT WHERE WATER FLOWS ACROSS SAME. TREE AND PLANTING SHRUB NOTES PLANT DEPTH, PLANT ALL PLANTS AT THEIR NATURAL GROWING DEPTH PER DETAIL, IN THE LOCATIONS SHOWN ON THE DRAWINGS. EXCAVATED PlJS: EXCAVATE PITS WITH SQUARE AND VERTICAL SIDES, 2 TIMES THE DIAMETER, AND 12" GREATER IN DEPTH THAN THE SIZE OF THE PLANT CONTAINER. BACKFILL MIXTURE: 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 REPORT: 10 PARTS TOP SOIL 6 PARTS REDWOOD SHAVINGS 1/4 LB. BONE MEAL AGRIFORM PLANT TABLETS, 1 PER GALLON, 2 PER 5 GALLON, 4 PER 15 GALLON, AND 6 PER BOX FOR SPECIMENS LARGER THAN 15 GALLON. TREE LOCATIONS, TREE, LOCATIONS TAKE PRECEDENCE OVER IRRIGATION LINES, CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS AS NECESSARY. nATER BASIN, 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, ALL NURSERY STAKES SHALL BE REMOVED AND ALL TREES SHALL BE INSTALLED WITH LODGE POLE STAKES DRIVEN 3 FEET INTO THE GROUND. TREE STAKES SHALL NOT PIERCE THE ROOTBALL AND NOT INJURE TREE ROOTS. SEE TREE PLANTING DETAILS. 1 -t • TREE TIES, TREE TIES SHALL BE FASTENED TO THE TREE AND STAKE BY LOOPING THE TIES IN 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 O\'INER. VINE PLANTING NOTES GENERAL, ALL VINES SHALL BE PLANTED PER THE VINE PLANTING DETAIL, AND THE WOOD SUPPORT STAKE SHALL BE CAREFULLY REMOVED WITHOUT DAMAGE TO THE ROOTBALL '#ODD FENCES: VINES 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 ADHESIVE OR GALVANIZED EYE SCREWS AND WIRE (PER DETAIL). ATTACH VINE WITH HEAVY DUTY VINE TIES GROUNDCOVER PLANTING NOTES GENERAl.c ALL GROUNDCOVER AREAS NOTED ON PLANS SHALL BE PLANTED WITH ROOTED CUTTING FROM FLATS. PLANT CONTINUOUSLY UNDER TREES AND SHRUBS AT THE SPACING INDICATED PER PLANS SPAGING, INSTALL PLANS IN AREAS AND TO SPACING AS SHOWN ON THE DRAWlNGS IN EVENLY TRIANGULAR SPACED ROWS. EXCAVATE PITS, EXCAVATE PITS A MINIMUM 3" , 4" WITH SUFFICIENT DEPTH TO ALLOW ROOT SYSTEM TO HANG FREE IN PIT. PiACE EACH PLANT AT ITS NATURAL GROWING DEPTH AND FIRM SOIL AROUND BASE OF PLANT WITHOUT PILING AT CROWN. WATERING, WATER THOROUGHLY AFTER SUFFICIENT AREA HAS BEEN PLANTED. ANY PLANTINGS SHOWING EVIDENCE OF DRYING OUT OR BADLY WILTING WILL NOT BE ACCEPTED. P~E-EMERG™T' APPLY TREFLAN OR APPROVED PRE- E ERGENT I EDIATELY AFTER PLANTING TO ALL GROUNDCOVER AREAS. HYDROSEEDED AREAS NOT INCLUDED. DEFECTS: ALL DEFECTS IN GROUNDCOVER PLANTING SHALL BE CORRECTED THROUGH THE GUARANTEE PERIOD SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. SODDING NOTES FltilSH GRACE, SOIL SHALL BE LEFT 1 -1/2' BELOW FINISH GRADE AS THE SOD WILL BRING THE LEVEL UP TO THE PROPER HEIGHT. SITE PREPARATION, 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. HANDLJNG: 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 OVERNIGHT. FERTILIZER, PRIOR TO PLACING OF SOD, BROADCAST 16-20-D FERTILIZER AT A RATE OF SEVEN POUNDS PER 1,D00 SQUARE FEET OVER SURFACE. .l.&.Q.UT, SOD SHALL BE UNROLLED ANO PLACED CAREFULLY IN A STAGG_ERED PATTERN. A PIECE OF 2 X 4 SHALL BE USED TO TAMP EACH ROLL AGAINST THE STRIPS TO ELIMINATE JOINTS AND EDGES. INST4'0N: AFTER LAYING SOD, IRRIGATE MODERATELY TO INSURE OISTURE PENETRATION, THEN ROLL WITH A RYAN TYPE SOD ROLLER. SOD SHALL BE FLUSH WITH GRADES OF ADJACENT SIDEWALKS, CURBS AND HEADERBOARDS. WATER AND ROLL AGAIN IF GRADE DOES NOT MEET THESE CONDITIONS. WATERING: AFTER ROLLING THE SOD, THE AREAS 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 THROUGH THE GUARANTEE PERIOD SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. I . 1. 2. 3. 4. 5. 6. 7. J. L 2. 3. 4. 5. 6. 7. K. 1. 2. 3. BROADCAST SEEDED TURF NOTES SOIL' PREPARATION: ALL ROCKS SHALL BE REMOVED, OVER 1/2'' AND SHALL BE RAKED TO FINISH GRADE. (1" BELOW CONCRETE). SITE PREPARATION, AFTER PREPARATION OF SOIL, THE AREA tf!UST BE PRE-IRRIGATED TO WET IT TO A DEPTH OF FOUR INCHES. IT SHALL BE DAMP BUT NOT MUDDY AND WITHOUT DEPRESSIONS. 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 SEPARATELY AND IN THE . CORRECT PRE-WEIGHTED PROPORTIONS FOR THE SEED MIX. SEED MIX: SEED AT RECOMMENDED RATES, SEED M1X. SPECIES PER PLANS, SHALL BE EVENLY APPLIED AND WITH GOOD COVERAGE. SEED MIX SHALL CONTAIN, FERTILIZER (12-12-12) MULCH 10 LBS./1000 SQ. FT. 1 BOO LBS./ACRE WATERING, AFTER HYDROSEEDING, IRRIGATE MODERATELY TO ENSURE tviOISTURE PENETRATION. PROTECTION: AT ALL TIMES ADEQUATE PROTECTION SHALL BE FURNISHED FOR ALL PLANTED AREAS AGAINST DAMAGE OF ANY AND, UNTIL FINAL ACCEPTANCE OF WORK. SERTIFICATION, CERTIFICATES FOR EACH DELIVERY OF BULK ATERIAL SHALL BE FURNISHED TO THE LANDSCAPE ARCHITECT BY THE CONTRACTOR. CERTIFICATES SHALL STATE THE SOURCE, QUANTITY AND TYPE OF MATERIAL AND DATE AND ADDRESS OF THE LOCATIONS IT WAS DELIVERED TO. SLOPE PLANTING NOTES GENERAL, THE OWNER SHALL HAVE A SOIL ANALYSIS MADE AFTER COMPLETION OF THE ROUGH GRADING. THE CONTRACTOR SHALL INCORPORATE ALL SOIL AMENDMENTS AND FERTILIZERS PRESCRIBED PER SOIL AGRONOMY REPORT. THE SOIL PREPARATION SPECIFIED BELOW SHALL BE ADJUSTED ACCORDINGLY TO THE ANALYSIS. SLOPE TEXTURING (CUT SLOPES): THESE SURFACES SHALL BE ROUGHENED IN A HORIZONTAL DIRECTION FOLLOWING THE CONTOUR OF THE SLOPE. THE ROUGHENED TEXTURE SHALL BE MADE BY HAND RAKING OR SIMILAR MECHANICAL MEANS. SLOPE TEXTURING (FILL SI OPES): THESE SURFACES SHALL BE COMPACTED AND FINISHED AND ALSO ROUGHENED IN A HORIZONTAL DIRECTION FOLLO'I/ING THE CONTOUR OF THE SLOPES. THE ROUGHENED TEXTURE SHALL BE MADE BY HAND RAKING OR SIMILAR MECHANICAL MEANS. WEED ERADICATION PROCEDURES: A. MANUALLY REMOVE ALL EXISTING VEGETATION AND DISPOSE OF IT OFF-SITE IN A SUITABLE AND LAWFUL MANNER. B. FERTILIZE ALL PLANTING AREAS WITH FERTILIZER BASED ON SOIL LAB'S RECOMMENDATIONS. (SEE PLANTING DETAIL SHEET). ADD ANY AND ALL SOIL AMENDMENTS AS REQUIRED, PER THE SOIL ANALYSIS. BEGIN WATERING PROCESS TO ACTIVATE FERTILIZER AN.D ADDITIVE I CHEMICALS. ,C. WATER ALL PLANTING AREAS THOROUGHLY AND CONTINUOUSLY FOR A. PERIOD OF TWO (2) CON,SECUTIVE WEEKS, THE LANDSCAPE ARCHITECT SHALL APPROVE SPECIFIC WATERING DURATION AND FREQUENCY PROGRAM DESIGNED TD GERMINATE ALL RESIDUAL WEED SEEDS. D. DISCONTINUE WATERING PROCESS FOR TWO (2) DAYS, THEN APPLY 'ROUND-UP' TO THE SLOPES PER THE PEST CONTROL ADVISOR'S RECOMMENDATIONS. NO WATER SHALL BE APPLIED FOR A MINIMUM OF FOUR (4) DAYS FOLLOWING APPLICATION OF CONTACT WEED KILLER. E, ALLOW SUFFICIENT PERIOD OF TIME TO ENSURE THAT ALL WEEDS ARE DEAD. REPEAT THE ABOVE PROCEDURE AS MANY TIMES AS NECESSARY TO ACHIEVE A WEED- FREE CONDITION. F. CLEAR ALL DESICCATED WEEDS FROM THE SLOPES TO THE FINISHED GRADE. iLATERING, 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 SHRUBS AS CALLED FDR WHERE INDICATED 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 (ONTAINER GROWN PLANTS IN PLANTING PITS TWO (2) TIMES WIDER ANO TWO (2) TIMES DEEPER THAN THE CONTAINER. THOROUGHLY MIX THE SPECIFIED MATERIALS FOUND IN THE SOIL ANALYSIS REPORT AND THOSE SPECIFIED ON THE PLANTING DETAIL SHEET, WITH THE SITE SOIL, PRIOR TO BACKFILLING OF PLANTING PITS. DEFECTS: 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 SEPARATELY AND IN THE CORRECT PRE-WEIGHTED PROPORTIONS FOR THE SEED MIX. . HYDRQSE[D MIX: HYDROSEED MIX AND MULCH SHALL BE AMENDED TO SUIT SPECIFIC SITE CONDITIONS. VERIFY HYDROSEED MIX WITH THE LANDSCAPE ARCHITECT, UPON RESULTS OF THE SOIL ANALYSIS. THE MIX SHALL BE APPLIED TD ALL SLOPE AREAS DIRECTLY AFTER THE INSTALLATION OF ALL PLANT MATERIALS AS FINAL DRESSING. SEE PLANTING DETAIL SHEET FOR TYPE AND QUANTITY OF SEED MIX, FERTILIZER AND ADDITIONAL AMENDMENTS. WATERING, WATER ALL PLANTING AREAS THOROUGHLY AND CONTINUOUSLY FOR THREE (3) CONSECUTIVE DAYS TO SATURATE UPPER LAYERS OF SOIL PRIOR TO THE HYDROSEEDING OPERATION. THEN ALLOW PLANTING AREA SOIL SURFACE TO DRY OUT FOR ONE (1) DAY ONLY, PRIOR TO THE HYDROSEEDING 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, THE SOIL SURFACE SHOULD NOT BE BONE DRY. THERE SHOULD BE SOME RESIDUAL MOISTURE WITHIN THE FIRST 1 /2" OF SOIL SURFACE. MJSDesign Group , Landscape Architecture+ Planning+ Design 4.' 5. 6. 7. .8. 9. L. 1. 2. 3. 4. 5. ' 6. 7 .. B. 9. 10. 11. 12. 13. 14. 16. 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 AGITATE, SUSPEND, AND HOMOGENEOUSLY MIX A SLURRY CONTAINING NOT LESS THAN 40 LBS. OF FIBER MULCH PLUS A COMBINATION OF 7 LBS. OF FERTILIZER SOLIDS FOR EACH 100 GALLONS OF WATER. THE SLURRY DISTRIBUTION LINES SHALL BE LARGE ENOUGH TO PREVENT STOPPAGE AND SHALL BE EQUIPPED WITH A SET OF HYDRAULIC SPRAY NOZZLES WHICH SHALL PLACE THE SLURRY TANK AND SPRAY NOZZLE WITHIN SUFFICIENT PROXIMITY TO THE AREAS 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 THE ENGINE IS AT 1/2 THROTTLE. WHEN THE WATER LEVEL HAS REACHED HEIGHTS OF THE AGITATOR SHAFT, GOOD CIRCULATION SHALL BE ESTABLISHED AND AT THIS TIME THE SEED SHALL BE ADDED. FERTILIZER SHALL THEN BE ADDED, FOLLOWED BY THE FIBER MULCH. THE FIBER MULCH SHALL ONLY BE ADDED TO THE MIXTURE AFTER THE SEED AND WHEN THE TANK IS AT LEAST 1 /3 FILLED WITH WATER. ALL FIBER MULCH SHALL BE ADDED BY THE TIME THE TANK IS 2/3 TO 3/4 FULL. SPRAYING SHALL COMMENCE IMMEDIATELY WHEN THE TANK 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 PERCOLATE TO THE UNDERLYING SOIL. REMOVE ALL FIBER APPLIED TO DRAIN GUTTERS, STREETS, WALLS AND OTHER CONSTRUCTION. LEAVE SITE BROOM-CLEAN. GER\,l!NATION, THE LANDSCAPE ARCHITECT SHALL CERTIFY THAT HYDROSEEDED AREAS HAVE ACHIEVED EVEN GERMINATION. UNEVEN GERMINATED AREAS SHALL BE RESEEDED UNTIL EVEN GERMINATION HAS BEEN ACHIEVED. !;ERJIFICAJIQN: CERTIFICATES FOR EACH DELIVERY OF BULK MATERIAL SHALL BE FURNISHED TO THE LANDSCAPE ARCHITECT BY THE CONTRACTOR. CERTIFICATES SHALL STATE THE SOURCE, QUANTITY AND TYPE OF MATERIAL AND DATE AND ADDRESS OF THE LOCATIONS IT WAS DELIVERED TO. .' DEFECTS: ALL DEFECTS IN HYDROSEED PLANTING SHALL BE CORRECTED THROUGH THE GUARANTEE PERIOD SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. MAINTENANCE NOTES .Ml,LNTENANCE PERIOD, THE MAINTENANCE PERIOD SHALL BE FOR 90 CALENDAR DAYS BEGINNING ON THE DAY OF THE CHECK INSPECTION AFTER ALL WORK HAS BEEN INSTALLED AND APPROVED BY THE LANDSCAPE ARCHITECT. THE MAINTENANCE PERIOD MAY BE EXTENDED TO INCLUDE ANY ADDITIONAL TIME THAT MAY BE REQUIRED TO MEET THE REQUIREMENTS OF THE WORK SPECIFIED. GENERAL, THE GENERAL CARE AND MAINTENANCE OF ALL AREAS SHALL CONSIST OF PROPER WATERING, FERTILIZATION, WEEDING, RODENT CONTROL, CLEANUP, ETC. .sAfffi, ALL PLANT MATERIALS SHALL BE CHECKED AND MAINTAINED AS REQUIRED IN AN ONGOING PROGRAM TO ASSURE A SAFE ENVIRONMENT. WAT~RING, WATER ALL PLANTINGS TO ASSURE COMPLETE GER !NATION OF ALL SEEDED AREAS AND CONTINUED GROWTH OF THE PLANTS. AREAS THAT DO NOT HAVE ADEQUATE IRRIGATION COVERAGE OR WHICH MAY REQUIRE ADDITIONAL DEEP WATERING SHALL BE WATERED BY HAND AS REQUIRED. IRRIGATION COVERAGE: ADJUST ALL IRRIGATION HEADS IN EACH AREA AND ZONE OF EXPOSURE SO THAT THE OPTIMUM AMOUNT OF WATER IS APPLIED AT THE PROPER TIMES WITHOUT OVERTHROW ONTO WALLS, WALKS, ETC. CULTIVATING AND WEEPING, CULTIVATE AND WEED ALL PLANTED AREAS AT REGULAR INTERVALS NOT TO EXCEED 16 DAYS. EXERCISE CARE WHEN CULTIVATING TO AVOID DAMAGE TO ROOTS OF THE GROWING PLANTS. CHEMlcAI ~RBICIDES: A CERTIFIED TECHNICIAN SHALL APPLY CHE ICAL HERBICIDES TO CONTROL WEEDS AT THE OPTION OF THE CONTRACTOR AND UPON PRIOR APPROVAL BY THE LANDSCAPE ARCHITECT. PEST ANO DISEASE CONTROL, A CERTIFIED TECHNICIAN SHALL SPRAY AS NECESSARY TO CONTROL ALL INFESTATIONS. RODENT CONTROL: THE CONTRACTOR SHALL TAKE THE NECESSARY STEPS TO ELIMINATE ANY RODENTS ENCOUNTERED ON SITE. PRUNING, ALL PRUNING SHALL BE IN ACCORDANCE WITH ARBORS GUIDELINES. DAMAGED, DEAD OR DRYING BRANCHES SHALL BE REMOVED BACK TO A POINT OF GROWTH. PLANT REPLACEMENTS, 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 THE 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 DO THE FOLLOWING. DYERSEED. 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 SOIL TO RAISE TO PROPER GRADE, COMPACT LIGHTLY AND RESOD THE FILLED AREAS. TURF WEED CONTROL: TURF AREAS SHALL BE TREATED WITH A BROADLEAF WEED KILLER APPLIED PER MANUFACTURER'S RECOMMENDATIONS. RF FERTIU7 <0 , FERTILIZE ALL TURF AREAS WITH COMMERCIAL FERTILIZER, 16-6-8 MINIMUM ANALYSIS, AT THE RATE OF TEN (1D) POUNDS PER 1000 SQ. FT. OF AREA. MOWING, MOW ALL TURF AREAS BEFORE THEY REACH A HEIGHT OF THREE INCHES WITH MOWER SET AT TWO INCHES. MAINTAIN ALL TURF AREAS AT A T\'10 INCH HEIGHT THROUGHOUT THE MAINTENANCE PERIOD. M. 1 . 2. 16. 17. 18. RE-HYDROSEEDING, THE CONTRACTOR SHALL RE- HYDROSEED ALL HYDROSEEDED AREAS ERODED OR NON- GERMINATING AT THE END OF EACH THIRTY DAYS. CLEAN UP, DURING THE COURSE OF THE MAINTENANCE WORK, THE CONTRACTOR SHALL REMOVE SURPLUS MATERIALS AND DEBRIS FROM THE SITE AND SHALL MAINTAIN THE PREMISES IN A NEAT AND CLEAN CONDITION AT ALL TIMES, FINAL INSPECTION, WILL BE HELD .AT THE END OF THE 9D-DAY MAINTENANCE PERIOD. POST INSTALLATION MAINTENANCE GUIDELINES A SCHEDULE FOR ONGOING MAINTENANCE SHALL BE PREPARED AND SHOWN ON THE PLANTING PLAN USING THE FOLLOWING GUIDELINES. A. ANY ALTERATIONS TO THE LANDSCAPE MUST BE APPROVED BY THE DIRECTOR OF PLANNING AND COMMUNITY DEVELOPMENT. 8. CONTROL ALL HARMFUL DISEASES AND PESTS. ALL CHEMICAL APPLICATIONS MUST BE PER, STATE LICENSED ADVISORS AND APPLICATIONS. C. PRUNING SHALL BE DONE TO KEEP PLANTS WITHIN SPECIAL LIMITATIONS, REMOVAL OF DEADWOOD, CROSS-BRANCHING, ETC., PER INTERNATIONAL SOCIETY OF ARBORICULTURE STANDARDS (lsA). PLANTS SHALL NEVER BE SHEARED UNLESS SPECIFIED ON THE APPROVED PLAN. TREES ARE TO BE ALLOWED TO GROW TO THE DESIGNED SIZE TO PROVIDE MAXIMUM SHADING OF PAVED AREAS. D. WATER SHALL BE APPLIED MINIMAL RUNOFF DR OVERSPRAY. FOR OPTMUM PLANT GROWTH WITH E. ADJUST CONTROLLERS PER CURRENT CALIFORNIA IRRIGATION MANAGEMENT INFORMATION SYSTEM (CIMIS) DATE (805) 664-4921. F. ALWAYS REPLACE HEADS WITH SAME KIND OR MATCHING PRECIPITATION RATE. G. BACKFLOW DEVICE SHALL BE TESTED AND CERTIFIED ANNUALLY BY THE VENTURA COUNTY ENVIRONMENTAL HEALTH DIVISION. H. INSPECT TREE SUPPORTS FREQUENTLY AND REMOVE AS SOON AS PLANTS WILL STAND I. WITHOUT SUPPORT AND WILL BE ABLE TO RESIST WIND DAMAGE. NEVER ALLOW SUPPORT MATERIALS TO GIRDLE TRUNK OF BRANCHES. LANDSCAPE IRRIGATION SHALL BE SCHEDULED DURING THE NIGHT OR EARLY MORNING HOURS. J. A REGULAR MAINTENANCE SCHEDULE SHALL INCLUDE CHECKING, ADJUSTING, AND REPAIRING THE IRRIGATION EQUIPMENT: AERATING AND DETACHING TURF AREAS; REPLENISHING MULCH; FERTILIZATION: PRUNING, WEEDING, AND REMOVING LITTER IN ALL LANDSCAPED AREAS. HOMEOWNERS ASSOCIATION (H.O.A.) RESPONSIBILITY AS-BUILTS: THE CONTRACTOR SHALL PROVIDE THE H.O.A. ONE (1) SET OF COMPLETE "AS BUILT" INFORMATION ON AN OZALIO SEPIA MYLAR PRODUCED FROM THE LANDSCAPE ARCHITECT. 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, BUILT'' , INCLUDING PRECISE LOCATION OF PLANTING AREAS. TITLE ________ _ REVIE'w'ED BY, INSPECTOR DATE DATE DATE PREPARED, >---------i---+------+---+---+----+------,1 I S4HE3ET I CITY OF CARLSBAD I SHSEOETS I PLANNING DIVISION , :===='....':::::::============='-'==:; ROBERTSON RANCH PA 8 -SENIOR APARTMENTS PLANTING SPECIFICATIONS LP. IS 1----1----1-------+---+---+------J--I-AP_P_R_ov_E_D_: __,M-=:,,..,,,,· =c:·1-. ::c:'4='1---'fc..._,,,:.l"'b@=jt.,___ ' . PLANNING i:;-·<-t-\-, I DATE . DATE INITIAL REVISION ENGINEER OF WORK DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OWNBY: ___ _ CHKDBY ___ _ RVWD: PROJECT NO: SOP 14-08 DRAWING NO: 480-3N , '' i Ii I' . ' i '' ' ' :,I I; : ! '' i I -4, I -I • I -I •1 I I I I +----+------, . ·_:· ._.--... •. .. ~~~~-t--'~--··1 . . . I I I I I I I I "ftt1 -4~1-,I ~::.,-,--'ll · , · I l--- I I I I I ~"'-··-·· ---rr'·"·"'".a...c,,,".",r· .--:·:· 1 ) . ': • : . . I I ·." I I Ii .. : H H .. MATCHLINE -SEE SHEET LL.3 _I_I_I_I_ -I -i_-__ l_-__ -__ ·.··-·· \ \ \ I G AG E· D R I V E /1 I \ I I I I I -1""'""¾ ' ] 11 l : ~------1r--- KEY MAP ------iu.J----- __J I §: a.. I ~ a.. /, I I I I I I I ~!---~ I , r 1/, f I I j 0 S' 10' NORTH SCALE: I"= 10' '-1' C 4-14-17 o,., '11; .. --.___-----: • CJ J.' CAL\ 20' MJSDesign Group , landscape Arch1tecture +Planning+ Design LIGHT FIXTURE LEGEND: TYPE/ MANUFACTURER/ SYMBOL LOCATION MODEL# LAMP ACCESSORIES I NOTES ' LAMP PER MODEL NUMBER PER @ BULLET UPLIGHT HYDREL WINSCAPE: ELECTRICAL TREES. SPOT PINE SERIES LED ENGINEER ELECTRICAL ENGINEER ' ® UPLIGHT at PALM TREES HYDREL WINSCAPE: LAMP PER MODEL NUMBER PER (2) FIXTURES PER PALM PINE SERIES LED ELECTRICAL ELECTRICAL ENGINEER ENGINEER PARKING LOT POLE LAMP PER •□ LIGHT PER ELECTRICAL ELECTRICAL POLE PER ELECTRICAL LOCATIONS PER ENGINEER ENGINEER ENGINEER ELECTRICAL ENGINEER w BOLLARD LIGHT PER ELECTRICAL LAMP PER LOCATION PER ENGINEER ELECTRICAL - ELECTRICAL ENGINEER ENGINEER SIGN LIGHTING I E I LED BAR TBD TBD TBD ' COORDINATE locations WITH ::g WEATHERPROOF GFCI OUTLET WITH COVER OWNER and PROPERTY MANAGER ELECTRICAL COORDINATION NOTE: FOR PERMIT AND CONSTRUCTION DRAWINGS FOR FIXTURE CIRCUITING/ LOADS SEE ELECTRICAL ENGINEERING PLANS 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 LOS ANGELES, THE NATIONAL ELECTRICAL CODES AND LOCAL GOVERNMENT AGENCY AND PLANS PREPARED BY ELECTRICAL CONSUL TANT. 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. ' s. 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 ELECTRICAL ENGINEER REFERENCE NOTE: PLANS ARE FOR REFERENCE ONLY. SEE ELECTRICAL PLANS BY ELECTRICAL ENGINEER. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 11 AS BUILT'' TITLE _______ _ REV!Ew'ED BY• INSPECTOR DATE DATE I-----DA-T-EP-RE~~-R_ED_,_+-------+---+-----+------t---llS4HE4ETI ITY OF CARL BAD ISHSEOETSI PLANNING DIVISION ~=R==o=s==-E R,'.::T::::s==o=N==RA=N=C==H==P=A==8=-==s==E N::::::::I O::::R=A=P=A=R==T=M:','E=N=T=s ==: LIGHTING PLAN "FOR REFERENCE ONLY" LL. I I APPROVED: (~) ~ 8\c~ ? ·"t-l"l PLANNING DATE DATE INITIAL REVISION ENGINEER OF WORK DESCRIPTION OWN BY: PROJECT NO: DRAWING NO: DATE INITIAL DATE INITIAL CHKD BY: SDP 14-08 480-3N OTHER APPROVA CITY APPROVAL RVWD: ' ! ': ' ' ' . ' ' ' ',. 'i· ! I I ·/ I / . _ __:_.'._L • i --------~------------·----·----------------------------------------------------------- MATCH LINE -SEE SHEET LL.4 L. I -1-1/-I W!11i ._,.,.I -__ I r-· -I -I-\'-.'r--~r-i -I ---j ~ -·--I i j --1--1 II -1::-I -I, I -,_1. -,I L=====r,~ ./J J::.lli Ji1I:1 t 1/iLJ ---~ : ·1 ,I _:/ ,, r: · ·. , : · 1 : 11 T ,~ x-:l";;I :1 i ,.-,, ,., ,, ,, .., j I r--- _J~,,'._,.__I __ J~'ll---:t -~$ ,: : • • • • • • : i I I I ~ QJ I I qi lL 3 .J-N.Q.M.P + I I ' ~\ •I I + BASIN + ' ' '·_ .· { ;, + 1 -\ Irr : + ·•v + + '¥ .· • . . ,,.,, +I 11~ -v + •V +I I . + V + + •V1 I g ·~ -~: I I+ .., ,v + . .,1 I -3:l. ~-~:/ ~,I I + + -v I I O.· ·-1 CL I 1" ..,-'"·,v + ,v I I ' _·.. \ \' _· ·. ~-· _•, h J I I I + W:Q..M.~ j I 1-·:1:---I I I •V BASIN ¥ I I ~t t\ i-c=---,.,,rl .. L-.-_ -,-~-, ,.._-+----+"--+ :;: ·-~·. ~ .,. + ~ •,v ~ + \,, ,, . ., I J ' ----. ---0.. / , I I BLJIL T 11 TITLE _______ _ DATE REVIEWED BY, -: ... ) / u-/ n- APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF ,PLANTING AREAS. INSPECTOR DATE KEY MAP !! I --- NORTH J ·•·' ' .. I I I. ' . I . _I_I_ f----1•--- :-. ' -. . . '· .. ~---------------- -I -' -I •" I - I I ... · I ' ' ' \~ -1 t-----'-· --c; '' • ·· I - I I I I ~------------------------------ I I I I I --LIMIT OF WORK 30' F OM BACK OF CURB M I I /, . I I GAGED RIVE I • 1-D-A-TE-P-jRE-PA-RE_D_, -t--------t---+---+------+---I I S4HE5ET I ITY OF CARL BAD I SHEETS I . PLANNING DIVISION 50 :==RO:::==B:::.ER='=T:=:S==o==N===RA==N==c==H=P==A~S=-:=:SE==N===1o==R=A=P==A=R==T=M=,E,'::N=T==s=~ LIGHTING PLAN "FOR REFERENCE ONLY" LL.2 l-----t----+-------+---+----+---+---1[-AP_P_R_o_v_rn_._.:...:~-"""'-~\.._,,,=+-=-'=""-~-l---I ~ 9 -8'' ~-% 5:.9,. ~, ' PLANNING DATE . 0 5' 10' SCALE: I"= 10' 20' 1-------lf-----1--------+---+---+-----+----I DWN BY•--- MJSD · G DATE INITIAL REVISION ~D_AT_E_~IN_IT_IA_L--+--D_A_T_E~I_N_IT_IA_.L CHKD BY• ___ _ es1gn roup "" ~ Landscape Architecture+ Planning+ Design ENGINEER OF WORK DESCRIPTION OTHER AP PROV A CITY APPROVAL RVWD: PROJECT NO• SOP 14-08 DRAWING NO• 480-3N 'i I I ' ii I "' ' I ' ii ' . ' '' i: ' I . I \ \ \ \ ,.. I I I I I I I I I I I I I I I ,q-I _J _J - I-I LU ~I V') t±j I V) I LUI z_ fl u-1-1 <( ... LI I I I I I - I - I - I - I - I I I I I I ,_ \, I . ~1-1 _, _ _ ,_,_,_,_, \ \ \ I I I \ ' \ \ \ I \ \ I ' ' I \ I \ I \: \ •-,,......._ ,, '-"'-..... ~. ~ ' ,, ~/ ., - _,,,-,;_.,,, /' ,.,,,,,,., ,r_,-' .-"-~/ ,./---~-.,,,. -· --. ,_ '·· '',,, ____ ,,,.,- // .,,,,-· I .,,,/' .,,,-· ,/ ,/ ~ ,/ '',_ ' -, ·-, '-,.·~ ,,._ \ ,/ / ' \ \ \ \ \ \ \ \ \ \ I \ "--, .... >, --~ ,_ _, _, _, _ ,._, _ MATCHLINE -SEE SHEET LL. I \ \ \ I \ \ \ I \ \ \ \ \ \ \ \ \ \ \ \ \ I ' \ \ \ \ \ \ \ \ I \ \ \ \ \ . ' \ \ r \ I \ I \ \ I \ -- - LIGHT FIXTURE LEGEND: ' TYPE I MANUFACTURER/ LAMP ACCESSORIES I NOTES SYMBOL LOCATION MODEL# BULLET UPLIGHT HYDREL WINSCAPE: LAMP PER MODEL NUMBER PER @ ELECTRICAL TREES -SPOT PINE SERIES LED ENGINEER ELECTRICAL ENGINEER ® UPLIGHT at PALM TREES HYDREL WINSCAPE: LAMP PER MODEL NUMBER PER (2) FIXTURES PER PALM PINE SERIES LED ELECTRICAL ELECTRICAL ENGINEER ENGINEER PARKING LOT POLE . LIGHT PER ELECTRICAL LAMP PER POLE PER ELECTRICAL •-□ ELECTRICAL LOCATIONS PER ENGINEER ENGINEER . ENGINEER ELECTRICAL ENGINEER -m-BOLLARD LIGHT PER ELECTRICAL LAMP PER LOCATION PER ENGINEER ELECTRICAL - ELECTRICAL ENGINEER ENGINEER I E SIGN LIGHTING I LED BAR TBD TBD TBD COORDINATE locations WITH ::@ WEATHERPROOF GFCI OUTLET WITH COVER OWNER and PROPERTY MANAGER ELECTRICAL COORDINATION NOTE: FOR PERMIT AND CONSTRUCTION DRAWINGS FOR FIXTURE CIRCUITING I LOADS SEE ELECTRICAL ENGINEERING PLANS 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 LOS ANGELES, 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 ELECTRICAL ENGINEER i REFERENCE NOTE: I PLANS ARE FOR REFERENCE ONLY . SEE ELECTRICAL PLANS BY ELECTRICAL ENGINEER. APPROVED FOR PLANTING 11 AS BUIL T 11 AND IRRIGATION ONLY, INCLUDING PRECISE TITLE DATE LOCATION OF PLANTING REV!E\./ED BY• • AREAS. -1 -,--r-11--..... ....,.~.....,.._...,..,. __ i-'ll,_ __ ....,___---r-1,.t---------r---'----~,ciATEPRi~ro:-r....1....---,--r---r---i--r;::::===::::::;-;:::;;;:;;;;:=:;::;;:::::::; INSPECTOR DATE DATE PREPARED: I 4E6TI CARL BAD I SHsos I ITY OF PLANNING DIVISION ROBERTSON RANCH PA 8 -SENIOR APARTMENTS LIGHTING PLAN "FOR REFERENCE ONLY" APPROVED: PLANNING KEY MAP NORTH SCALE: I"= 10' MJSDesign Group' DATE INITIAL REVISION Landscape Architecture+ Planning+ Design ENGINEER OF WORK DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVA CITY APPROVAL OWNBY: ___ _ CHKDBY: __ _ RVWD: PROJECT NO: DRAWING NO: SDP 14-08 480-3N ·,II I : i' 'I ! 1, 'I ' '' 'i '' '' ! ' '' '' r I '. I _l_l_l_ I 11 _ Lll!lll_lL""r• ~il_JIII\I_ •L' I ~JJ~ I -i ·ii· ' / " ,· ., -1-•-; ~ _ I I LLL LI I I I LLI il . __, LLLLL I LLLLLL . I r _ L_L LLL Ll_l 1 · 1 .LLI '1 -'-II_LLLLLl,_LLLLLLL LLLLLl.LLLLLL l_lr-c--J LLLLLLLLLLLLl_l . . i I . LLLLLLtLLLL.L.LL ·. LLLLLL LLL 1 .. 1 LL LLLLLL LLLLI.LL • LLLLLL LLLL L.LL ,1 LLLLL~LLLI I LL1r--c-J._ p·'J LLLLLL LLLLLLL •~~ --LLLLI_L' l_LLLLLL"-"-" LLLLL*LLLLLL . LLLLLI LL_l l I LL LLLLL LLLLLLL -~ LLLLLL'LLLLLLL ' i l_LLLLL1LLLLLLL .. l_,f----+---l , !. r! ·.· •.. ·. LLLL~l L1l __ LLLL{_.L •·: ·:, 1 , ~ --· .,.~-·--r--r=="=' ~-·':,:·~·F1 ,:,J-L L..,.' 1.,L~L~L~Lc;c.· ~L~J~LJ ' ·, ' I- ..... · .. ...:........... APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ·, I L ............. . ii ............ ,. r _j BLJIL T 11 TITLE _______ _ REV !Ev/ED BY, JNSPECTDR i , DATE DATE i ' __ ~~~"" --. H. __ ,,_ -~ A __ L----H ---·-··· ---·-···-----~-~-~~~ I ''! !i / ,;· ;, ...... , L_ ---···--1 (--"" ., . ., !! ... . . . I . . -~-=-·==-·--1 : KEY MAP I. '-, •. · ···z•. '--:--.· .. -.......,_ . ' . ·( . -. . ,, ... : . ·. '~,.,_.:., .. . ... .~t I . ~ 0 5' 10' 20' NORTH SCALE: I"= 10' -.-----, V -~_,,.,_.o"cT."!~,~-r ~ Jt'~ ~~-~;\ .,• ,· ., (~ I-1_, -1_1_1.,.1\1 -,1 -11 1\1 ,_1 -I., .-- I ;.-,-'-=~-,.,,....,, ,, •. ~~"'""'""'"l~Dm- I \ /· ' , \ \ \ I \ \ \ \ \ \ \ I I C DATE PREPARED, \ \ \ \ \ I I \ \ I \ \ \ ' \ \ \ \ \ :J -: I I I I I I -- I I I - I I - I I I I I""! '_J ·~ -LU ·~ Vl I t±1 V) I u'.i -z I_J -I lu -~ . IL - I I - I I I I I I I I I I I I I I I.,. ~ CITY OF CARL BAD I SHEETS I t------t----+-------t----+---t-----+---1 L±LJ PLANNING DIVISION 50 t------t----+-------t----+---t-----+---1 ROBERTSON RANCH PA 8 -SENIOR APARTMENTS LIGHTING PLAN -' "FOR REFERENCE ONLY" LL.4 APPROVED: t------t--,----+-------t----+---+-----+---1 OWN BY:___ PROJECT NO: DRAWING NO• MJSDesign Group, DATE INITIAL REVISION DATE INITIAL DATE INITIAL CHKD BY:___ SOP 14 08 480 3N Landscape Architecture +Planning+ Design ENGINEER OF WORK DESCRIPTION OTHER APPROVA CITY APPROVAL l"R'.".VW=D=~===' ~-~~-----~•~----~ . .,._::_ ____ _ . ~ ------'--------"'· ~t-. ".I , i I: . ' i: i ! I I. 'I ii j I : ' : ' ii . ; ' I' i ! • I I I ' ! I 1 j ' '. ' • • ; : . ' . ' •• r i ; I ' . i ( I ' \ \ LI- O ; :::; at FACE of CURB "' LI- -' zl __, I I-91 ~, w CL ~ CL I I I I ,.. --T co ~·~ 0 w u J: ', "E --- "' "'■r--'-i 0 5 LI- O I-:, __, lr--c-'--1 tcftL~ )ctcilitt LLLLI I I I I I_LLLL -.. I _LLLLLL,.LLLLL .1 I _L LLLLLJ LLLl I I l_L LLLLL LLLLLLL LLLLL LLLLLLL LLLLL I I l_LLLLL LLLLLl1 I LLLLLL -~· I I I I _Ll!_LLLLLLLI l--'-c-0-ILLLLLI __ IL LI I .1 L_LL · · \i "' 0 5 LI- O u J: ' 1-.· ... .I· f--_LLLLLI._LLLLLL_I .'1 111-:-_· _-_+l-i¢---lf ,·•>1-11_1' ... i-11-1 I -1-1i'._1 __ - ~--~-.... --............ ---;.,----- ' ... ----< "=-••>e.-<--, I .... ,c-.~.~.-;-::.-c::,°f"'"....,,...,·,l _,\_ APPROVED FOR PLANTING AND IRRIGATION ONLY, ' ' INCLUDING PRECISE LOCATION OF PLANTING AREAS. ·1. MATCHLINE -SEE SHEET LL.6 -I -I -I ,1!1!!1!!.,J .... I -J.,alll) -I - ·-- \ \ \ ' \ ' , \ I ' ' ,fJj> I I I I I I \ , \ \ \ I \ \ ' I \ ' \ I 1-1 _,I_ I-\ \ \ \ / \ \ ' \ \ , \ ' / \ \ ' \ \\ \,\ \ \ \ \\ ' \ \ \\ \ -I I_I_I_I_I_I_ ' \ \ I i \ I MATCHLINE -SEE SHEET LL.4 BUIL T 11 ,µ~~-':.; ., .,. -.,,,"""'\,lffilC·H<< - 4-14-17 TITLE _______ _ DATE REVIE\./ED BY, 0 5' 10' 20' INSPECTOR DATE KEY MAP NORTH SCALE: I"= 10' MJSDesign Group , Landscape Architecture+ Planning+ Design ,, _________ , --" ---------- -------------,---------~-=-------~-----.,..,...,,..--~~~~ ''' ~~ . LIGHT FIXTURE LEGEND: SYMBOL ® ® •[] w -. I E I =g I TYPE/ · MANUFACTURER/ LOCATION MODEL# BULLET UPLIGHT HYDREL WIN SCAPE: TREES -SPOT PINE SERIES LED UPLIGHT at PALM TREES HYDREL WINSCAPE: (2) FIXTURES PER PALM PINE SERIES LED PARKING LOT POLE LIGHT PER ELECTRICAL LOCATIONS PER ENGINEER ELECTRICAL ENGINEER BOLLARD LIGHT PER ELECTRICAL LOCATION PER ENGINEER ELECTRICAL ENGINEER SIGN LIGHTING LED BAR TB□ ' WEATHERPROOF GFCI OUTLET WITH COVER ' ' \ . \ ~-, \ \_ ~ \ \ \ \ \ \ "~ "'"' \ \ \ ' \ '\\ /:: LAMP LAMP PER ELECTRICAL ENGINEER LAMP PER ELECTRICAL ENGINEER LAMP PER ELECTRICAL ENGINEER LAMP PER ELECTRICAL ENGINEER TB□ \\/ '\\ \ I ACCESSORIES/ NOTES· MODEL NUMBER PER ELECTRICAL ENGINEER MODEL NUMBER PER ELECTRICAL ENGINEER . POLE PER ELECTRICAL ENGINEER - TB □ COORDINATE locations WITH OWNER and PROPERTY MANAGER I_ I_ I _I_ I_ I_ I_ I_ I llil■II_I_I I DATE PREPARED: t----+-----+----+---+---t--------t---J I S4HE8ET I ITY OF CARL BAD I SHSEEOTS I PLANNING DIVISION ;:==R=O=B:;E::RT==s=o=N=RA=N=C=H=PA=8=-==s==EN==1o==R=A=P=A=R=T=M:::'..E.'.:N=T=s== LIGHT! NG PLAN "FOR REFERENCE ONLY" LL.S I APPROVED PLANNING 1£d,1) <-i-a & ?·9°'-171 DATE DATE INITIAL REVISION ENGINEER OF WORK DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVA CITY APPROVAL OWN BY: , PROJECT NO: DRAWING NO: CHKD BY: SOP 14-08 480-3N RVWD: •, '~;,.;a .. ; i ii I '' ' 'I ' '' '1 '' '' ' I I . ;,'·.-~=-~·-· I I 1 .. I ' I I I ' \ KEY MAP NORTH SCALE: I " = I O' MJSDesign Group . Landscape Architecture+ Planning+ Design DATE PREPARED: LIGHT FIXTURE LEGEND: SYMBOL ® I E I ::g TYPE I LOCATION \ BULLET UPLIGHT TREES· SPOT UP LIGHT at PALM TREES (2) FIXTURES PER PALM PARKING LOT POLE LIGHT LOCATIONS PER ELECTRICAL ENGINEER BOLLARD LIGHT LOCATION PER ELECTRICAL ENGINEER SIGN LIGHTING LED BAR MANUFACTURER/ MODEL# ' HYDREL WINSCAPE: PINE SERIES LED HYDREL WINSCAPE: PINE SERIES LED , PER ELECTRICAL ENGINEER PER ELECTRICAL ENGINEER TBD WEATHERPROOFIGFCI OUTLET WITH COVER APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. LAMP LAMP PER ELECTRICAL ENGINEER LAMP PER ELECTRICAL ENGINEER LAMP PER ELECTRICAL ENGINEER LAMP PER ELECTRICAL ENGINEER TBD \ ACCESSORIES I NOTES MODEL NUMBER PER ELECTRICAL ENGINEER MODEL NUMBER PER ELECTRICAL ENGINEER POLE PER ELECTRICAL ENGINEER TBD COORDINATE locations WITH OWNER and PROPERTY MANAGER BUILT'' TITLE _______ _ DATE REVIE\vED BY: INSPECTOR DATE IS4HE9ETI CITY OF CARLSBAD ISHSEOETSI 1-----+----+-------1------+--+----+---t PLANNING DIVISION 1--------+---+------j-----+--+----+~--1 ROBERTSON RANCH PA 8 · SENIOR APARTMENTS LIGHTING PLAN "FOR REFERENCE ONLY" LL.6 i-------t--+-----+---1------t---+----I 1--,-AP.,..,.,-PR-OV-ED_: -~~~ =->-,)>--=1'4::c=--~~==&...__ t:;;"-'°t• \ ll . PLANNING DATE . DATE INITIAL REVISION ENGINEER OF WORK DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: PROJECT NO: DRAWING NO: CHKDBY SDP 14-08 480-3N RVWD: l ' ' I , I i