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Home My WebLink AboutDWG 480-2N; SUP 13-03; VIASAT EXPANSION; 01-34I 2502 GATEWAY ROAD, CARLSBAD CALIFORNIA 92009 VICINITY MAP CITY OF OCEANSIDE HIGHWAY . ?e ~ ___ PROJECT SITE 0:_rfY OF VISTA -~ CITY OF ~ SAN MARCOS ?,OAD A GA ,✓ • _f I;_ . ~ ,._z < PACIFIC cosr Yvi:·~ 0" ,J OCEAN J CITY OF ENCINITAS LOCATION MAP ~ KEYMAP NOT TO SCALE ~- -SEE SHEETS 4, 17,23 NOTTO SCALE '~ . ,~ --: ... : ,--,.,. \. re . ' . l ~~,j; . ., " ~-'. ,t1f NO:T~~~~~,:J,m1 GROUNDLEVEL Landscape Architecture 260S Stcili! Stri!<ll, Sultti fl San Diego, CA 92103 {619) 325•1~90 groundlevelsd,com DI DIAL TOLL FREE 811 ATLEASTlWO DAYS BEFORE YOU DIG RT Expiratior1 Date: CITY OF CARLSBAD NOTES DECLARATION OF RESPONSIBLE CHARGE: 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 SAN DIEGO COUNTY 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 CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. . /\, BY: BRAD LENAHAN SIGNATURE: I_VL--I ·- PHONE NO: (619) 325-1990 / REGISTRATION NO: 4470 EXP/RATION DA TE: 03-31-18 .. WATER EFFICIENT LANDSCAPE DECLARATION: 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 THAT THE PLAN IMPLEMENTS THOSE REGUL ,ilOj~S TC PROVIDE EFFICIENT USE OF WATER. ,-11-....... BY: BRAD LENAHAN SIGNATURE: , -'-I PHONE NO: (619) 325-1990 \.J / -. REGISTRATION NO: 4470 EXP/RATION DATE: 03-31-18 ---- BACKFLOW PREVENTER TESTING: 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: HTTP:/NIWW.CARLSBADCA.G0V/SERVICESIDEPARTMENTS/WATER/D0CUMENTS/RECYCLEDWATERBACKFL0WTESTERLIST.PDF FOR RECYCLED OR HTTP:/NIWW.CARLSBADCA.G0V/SERVICESIDEPARTMENTS/WATER/D0CUMENTS/WATERBACKFL0WTESTERLIST.PDF FOR POTABLE OR CALL (760) 438-2722. • INSPECTION PROCEDURES: INSPECTION PROCEDURES: INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF WORK, OR HIS DESIGNATED AGENT. REFER TO THE SPECIFICATIONS FOR THE SCHEDULE OF REQUIRED INSPECTIPNS AND REQUIRED SUBMITTALS. FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF THE WORK WILL CERTIFY THAT THE INSTALLATION HAS BEEN COMPLETED BY SUBMITTING THE "CERTIFICATION OF COMPLETION" FORM. A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST LINE. "CERTIFICATION OF COMPLETION" FORM FAX TO: mikeelliott2@lcox.net. LANDSCAPE INSPECTION REQUEST PHONE LINE: (760) 602-4602. PRIOR TO BEGINNING LANDSCAPE WORK: THE CONTRACTOR SHALL CONTACT THE DESIGNER OF WORK PRIOR TO BEGINNING LANDSCAPE WORK AND THE DESIGNER OF WORK SHALL REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW AND PROTECT ALL UTILITIES (ABOVE & BELOW GRADE) FROM INVASIVE PLANT GROWTH AND ROOTS. BUILDING PERMIT: A SEPARATE CITY REVIEW AND APPROVAL IS REQUIRED FOR ANY PORTION OF THESE PLANS REQUIRING A BUILDING PERMIT, CITY APPROVAL OF THESE PLANS IS FOR LANDSCAPE PLANTING AND IRRIGATION ONLY. ENCROACHMENT PERMIT: AN ENCROACHMENT PERMIT WILL BE REQUIRED FOR ENHANCED PAVING INSTALLED WITHIN THE PUBLIC UTILITY EASEMENTS. PRIOR TO OCCUPANCY AND SECURITY RELEASE: THE LANDSCAPE ARCHITECT OF WORK SHALL REVIEW AND INSPECT THE PROJECT AND PROVIDE A CERTIFICATION LETTER, IRRIGATION SCHEDULE, LANDSCAPE AND IRRIGATION MAITENANCE SCHEDULE AS REQUIRED BY THE CITY WATER ORDINANCE. '.' PRIOR TO SECURITY RELEASE ' THE LANDSCAPE ARCHITECT OF WORK SHALL PREPARE AND SUBMIT IRRIGATION RECORDAS-BUILT DRAWINGS AS DESCRIBED IN THE IRRIGATION SPECIFICATIONS. THE AS-BUILT PLANS SHALL BE PREPARED TO THE SATISFACTION OF THE CITY. FINAL AS-BUILT PLANS SHALL BE SUBMITTED TO THE CITY FOR RECORD KEEPING, FINAL SIGNED APPROVED AS-BUil T PLANS ARE REQUIRED BY THE CITY PRIOR TO THE RELEASE OF SECURITIES . MAINTENANCE PROCEDURE: ·--··----- PRIVATE PROPERTY OWNER SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL LANDSCAPE AREAS INCLUDED WITHIN THE PROJECT, SHEET INDEX SHEET NUMBER SHEET SHEET IDENTIFICATION NAME ' f------+-----f-----------~--~-------, 1 2 3 4 5 6 7 8 9 10 11 12. 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 LT-1.01 LD-1,01 TITLE SHEET DEMOLITION PLAN LC-1.01 LAYOUT PLAN LC-1.02 LAYOUT PLAN LC-1.01A DIMENSION PLAN LC-2.01 . CONSTRUCTION SCHEDULE LC-3.01 CONSTRUCTION DETAILS LC-3.02 CONSTRUCTION DETAILS LC-3.03 CONSTRUCTION DETAILS LC-3.04 CONSTRUCTION DETAILS LC-3.05 CONSTRUCTION DETAILS LC-3.06 CONSTRUCTION DETAILS LC-3.07 CONSTRUCTION DETAILS Ll-1.01 Ll-1.02 Ll-1.03 Ll-1.04 Ll-2.01 Ll-3.01 Ll-3.02 Ll-3.03 LP-1.01 LP-1.02 LP-2.01 LP-3.01 LP-4.01 LP-4.02 LP-4,03 LP-4.04 LP-4.05 RECYCLED WATER TITLESHEET RECYCLED WATER MAP IRRIGATION PLAN IRRIGATION PLAN IRRIGATION LEGEND IRRIGATION DETAILS IRRIGATION SPECIFICATIONS IRRIGATION SPECIFICATIONS PLANTING PLAN PLANTING PLAN PLANTING LEGEND AND NOTES PLANTING DETAILS PLANTING SPECIFICATIONS & DETAIL PLANTING SPECIFICATIONS & DETAIL PLANTING SPECIFICATIONS PLANTING SPECIFICATIONS PLANTING SPECIFICATIONS LP-4.06 SOILS REPORT & RECOMMENDATIONS LM-1.01 MULCH PLAN LF-1.01 SITE FURNISHINGS PLAN LF-2.01 SITE FURNISHINGS SCHEDULE ~ 2nd LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL , SHEETS 34 APPR0\/[0 roR /RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. ,10~23//_202s~',11__67-+----+-1-st-LA_N_D_s_c_A_PE_c_o_NS-TR_u_c_TIO_N_D_O~C-UM_E_N~T S-U-BM~ITT=A~L~-_:-C------~----j-+-----_-_-_:-_-_-_-_-_:-C-----_-_--i_, ~ lC' 1·rr•y·~o· F :c ARLS. BAD 03/27 /17 3rd LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL PLANNING DI VI SI 0~1 t---~--+---t----~-------------f------+-----1----+-------< ------==-==-==-~==~~===========--~ 03/29/17 ---i--FIELD BULLETIN #3 ___ ~~ i-----1 LANDSCAPE IMPROVEMENT PLANS FOR: "AS BUILT" 04/14/~17+--_--+S_IG~N~ED~A~_P~PR~O_V~ED~P~LA~N~S--------+-------+·~·-VIASAT I GROVE -+----=--=:~-----f 3LTT~ 11~01-[fr~E-sA-H~1E_E_T ______ ~ RCE __ _ EXP.----DATE REVIEW~D BY: APPROVED -ti:J!..t ~H ...... L_ ?·~-17 -: ---+--+----------~----+-----+--+-----+----t ~P==LA=:NN= __ IN:=-G='-....;·;:;:;:;::::..:· ==;-;===-:=-:: -~-----~ J-c-------+--+----------,·~-~---+------+---t----"--J-----1 i DATE iNITIAL UA rE INITIAL 03-3l-l8 INSPECTOR DATE DESIGNER OF WORK REVISION DESCRIPTIQ1\! DATE INITIAL OTHER APPROVAL CITY APPROVAL ~~~g Bi~ ~~H = I ~t~~c{ 3~03 1480~2~0 ~~,-· .. ··~ ; : .._ L . . . .. ,, ~·-·. ·._.· ·.·. I ... // I "·.·~ .. ,·,·"' .. ' ' . . ; , . N . ; .. ; . . ---; .... . : ; .:.-· "•/ . ------- ' ' Wfffl --. ~ ~ ~ ~ -LIMIT PF WORK A DEMOLITION LEGEND PROTECT-IN-PLACE SYMBOL TO BE REMOVED SYMBOL/HATCH SYMBOL DESCRIPTION ~ EXISTING CONCRETE PAVING AND SUBBASE. SEE SOIL isl '-......'./ REMOVAL NOTES FOR SUBBASE PREPARATION. L...:'.......J ■---■ 0 CONCRETE CURB AND GUTTER [TI ~ CONCRETE PAVERS (STOCKPILE 200 SF FOR REUSE N iQI ~ AREAS SHOWN ON CONSTRUCTION PLANS) L...:'.......J 0 ~ SHADE PANEL FABRIC PANELS, POLES AND IE' ~ FOO Tl NGS L:::....J ~ LIGHT POLES AND CONCRETE FOOTINGS (STOCKPILE AND 'fl ~ PROTECT FOR OWNER) I ~ ~ AC PAVING AND SUBBASE. SEE SOIL REMOVAL NOTiS FOR f"c;l '--...1/ SUBBASE REMOVAL AND SOIL PREP L...:::......J ~ TREES (AND ROOTS), SHRUBS AND iH7 ~ GROUNDCOVERS L'..'......J ~ IRRIGATION SYSTEM, INCLUDING PIPING, HEADS, REMOTE D '--...1/ CONTROL VALVES, GATE VALVES, ETC DESCRIPTION STORM WATER BASIN -PROTECT ALL GRADING & PLANTING. INSTALL BARRIER DURING CONSTRUCTION TO DELINEATE LIMITS OF DISTURBANCE. LIGHT POLES AND CONCRETE BASES, INCLUDING ALL WIRES AND CONTROLS TO BE KEPT IN SERVICE BIKE RACK FEATURE WALL, INCLUDING ELECTRICAL WIRES, OUTLETS, CONTROLS AND TELEVISION AND SUPPORT EQUIPMENT CONCRETE BLOCK COUNTER, INCLUDING ELECTRICAL ITEMS AND WIRING TO THOSE SYSTEMS CONCRETE BANQUETTE FIRE TABLE, INCLUDING GAS LINES, CONTROLS AND LIGHT FIXTURES, WIRING AND CONTROLS CONCRETE PAVERS -PROTECT PAVERS DURING CONSTRUCTION WATER METER, METER BOX AND CONNECTIONS TO AND FROM METER ----------t--------t------~--------/g'-. FURNITURE (STOCKPILE OUTSIDE OF PROJECT AREA AND r-:i"""7 '--...1/ RETURN TO OWNER) L:'.....J f-------f--------j BOULDERS -LA TO MARK BOULDERS FOR STOCKPILE AND l"i(7 0 REUSE PRIOR TO REMOVAL. ALL OTHER BOULDERS TO BE ~ REMOVED OFF-SITE -SEE MULCH AND BOULDER PLAN D 0 TRUNCATED DOMES ~ LIGHT BOLLARDS, INCLUDING FIXTURES, FOOTINGS 0 ~ AND WIRING TO ELECTRICAL CONNECTION AND CONTROL SYSTEM 0 ~ EXISTING CONCRETE SAWCUT LINE. LA TO REVIEW AND ~ APPROVE SAWCUT LINES PRIOR TO CUTTING 0 SIGNAGE -PROTECT IN PLACE CONCRETE CURB CONCRETE PAVING CHARGING STATION TO BE CONNECTED DURING CONSTRUCTION FIRE HYDRANT AND ALL WATER CONNECTIONS NEEDED TO BE KEPT IN SERVICE DURING CONSTRUCTION TRUNCATED DOMES TO BE SAWCUT AND PARTIALLY REMOVED -L.A. TO REVIEW AND APPROVE SAWCUT LINES [TI EXISTING TREE -~----------------·------------------------------------~----------------------------------------------------------------------------------- ..--=:--. J p B f . ~ • -~ tffllii ~ ~ ~ @ffi'ffl ~ f;mffi @JiDJil ~ oomffi mm! !difflR -~ ~ Nffii ~ LIMIT OF WORK DEMOLITION NOTES 1. THE TERM "REMOVE" INCLUDES ALL WORK RELATED TO THE CLEARING AND GRUBBING OF PLANT MATERIAL. WORK INCLUDES REMOVAL AND SATISFACTORY DISPOSAL OF ALL VEGETATION AND DEBRIS INCLUDING WEEDS AND OTHER ANNUAL GROWTH. 2. THE TERM "TO REMAIN" INCLUDES ALL WORK NECESSARY TO PROTECT AND MAINTAIN AN ITEM IN ITS CURRENT CONDITION, INCLUDING THE HEAL TH OF PLANT MATERIAL. 3. THE TERM "PROTECT" INCLUDES PROVIDING OF TEMPORARY BARRICADES, WARNING MARKERS, COVERINGS, OR OTHER TYPES OF PROTECTION NECESSARY TO PREVENT DAMAGE TO EXISTING IMPROVEMENTS OR PLANT MATERIAL. 4. THE TERM "SALVAGE" INCLUDES ALL WORK RELATED TO PROPER REMOVAL, CONSOLIDATION AND INVENTORY OF PARTS, PROTECTION MATERIALS, TRANSPORTING TO STORAGE, AND CLEAN-UP. 5. FOR MORE INFORMATION ON DEMOLITION OF EXISTING IRRIGATION, REFER TO IRRIGATION PLANS, SHEETS L3.1 6. LIMITS OF DEMOLITION IN LANDSCAPE AREAS ARE APPROXIMATE AND ARE SHOWN FOR REFERENCE. CONTRACTOR TO DETERMINE EXTENT OF DEMOLITION APPROPRIATE FOR NEW PLANTING AND IRRIGATION DESIGN WITH LANDSCAPE ARCHITECT IN FIELD. 7. ALL VAULTS AND OTHER UNDERGROUND UTILITIES WITHIN THE LANDSCAPE DEMOLITION AREA ASSOCIATED WITH THE OVERALL SITE ARE TO REMAIN AND BE PROTECTED-IN-PLACE UNTIL REVIEWED WITH CLIENT AND APPRORIATE DESIGN TEAM MEMBERS. 8. ALL HOLES CREATED BY REMOVALS TO BE FILLED AND COMPACTED PER GEOTECHNICAL REPORT. SOIL REMOVAL AND REPLACEMENT NOTES ASSUME THE FOLLOWING IN ALL NEW PLANTING AREAS THAT AIR NOT CURRENTLY PLANTING AREAS. 1. EXPORT ALL PAVING AND AGGREGATE SUBBASE MATERIAL 2. REMOVE AN ADDITIONAL 12" OF EXISTING SOIL. 3. RIP THE REMAINING EXISTING SOIL TO A 6" DEPTH. 4. USE CLEAN IMPORT TOPSOIL SUITABLE FOR PLANTING (SEE SPECIFICATIONS) TO ACHIEVE FINAL GRADE. CAL GREEN MANDATORY REQUIRMENTS 1. 100% OF TREES, STUMPS, ROCKS AND ASSOCIATED VEGETATION AND SOILS RESULTING PRIMARILY FROM LAND CLEARING SHALL BE REUSED OR RECYCLED. 2. A LETTER FROM THE THE CONTRACTOR WITH VERIFICATION NEEDS TO BE SUBMITTED TO THE INSPECTOR TO SHOW COMPLIANCE. J K K .. . . 13 >-,,---#"" •, . . ·. ··•~· .. ,. ,_ . •. .··- . . ! L ' ,_ ,_ -1l .......... ~ I. I I.· I I I I ~, ,.•. ·-- .·~ I :/o .·· ' ,__ - l~i ,~,~ l~r;::--i, ', : ~I \;\_.~~ -~·\ \fy· .. ··.· '·. ,., ... . ' . . . \ MOVE LIGHTING FIXTURE~---\.··· l \ i . TO ADJACENT PLANTING : i i : ' AREA ' . L........ , ... .• • ' : ' /' .• / t' ,' I ,~j 5 ~ 10 20 e 0 , b ~ II e ~ DICv\~RT APPROVEU FOR lkk!GA TION AND 12/22/16 I st LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL LQU CITY OF CARLSBAD I 53415 I PLANTING ONLY, INCLUDING 03/08/17 2nd LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL 2 GROUNDLEVEL Landscape Architecture 2605 Stdlt' Stre~l, Su1rn ~ San \.l1ego, CA Y210J (619) 325-1990 grou ndlevelsd .mm DIAL TOLL FREE J\ S) rn UNDERGROUND 811 n ( SERVICE ALERT OF SOUTHE:RN ATLEA6TTWO CALIFORNIA DAYS BEFORE YOU DIG - '>.lll)SCAp, ,;>~~ LE~'t.;~,pc, [f, q; w ,,, ~ u~O ~ :3 ·y;,,. '!,. ~ .,l\... 1Zll J ""' ~ ... :;:;,-~.-{ef"" Expircticn Dote: OF CA\..\~ 03 31 18 PRE CJ Sr LOCAi/ON OF PLANTING AREA. "AS BUil T" RCF EXP. DATE REVIEWED BY: NSPECTOR LJATE 03/27 /17 3rd LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL PLANNING DIVISION 03/29/17 FIELD BULLETIN #3 LANDSCAPE [MPROVEMENT PLANS f'OR 04/14/17 SIGNED APPROVED PLANS VIASAT I GROVE SHT, JD SHEET NAM!c LD-1.01 DEMOLITION PLAN AP~ROV~D: f't;//; q-Ja1-t-"> ·"1:.11 PLANN ~G DWN clY: JMH PROJFCl NC. DRAWING NC. DAie INITIAi_ DATE lfdlAL DATE INI fl AL CHKD BY: BL __ -\EVISICJN DlSCf\lPTICJN SUP 13-03 480-2N DESIGN [R oc WORK OTHER APPROVAL CITY APPROVAL RVWD BY: , . \ ----____;_'~..:."---__c"" __ :, ------ ! , i: , ' ' ' '' i I I " '' I : . I 1 • '. , ' I I ', i ' I , . ' ' i' ' ', '. ' : ' \ EXISTING 3/4" POTABLE COLD WATER LINE SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION. SEE "VIASAT BUILDING 10 TJ" PLANS BY SCA ARCHITECTS FOR AS-BUILT DOCUMENTATION KEYMAP ~ NOTTO SCALE I I I I SEE SHEETS 3, 16,22 SEE SHEETS 4, 17.23 K-6 . . TOP OF SLOPE / I I· .. · I .-. \· . . -:' ' .. , LIMIT Of DISTURBANCE ~---- PA 0 -----=-----:s:,;. __ _ . . . PA L_=-=="-<8> £----=---- K-7 ~ ~ -~ K-5 DOMESTIC WATER LATERAL NOT NEEDED FOR NEW HOSE BIB TIE IN EXISTING 3/4" POTABLE COLD WATER LINE SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION. SEE "VIASAT BUILDING 10 T.I." PLANS BY SCA ARCHITECTS FOR AS-BUILT DOCUMENTATION K-5 I f I I r PA l I I I. i ' . I -- 1_1...J EXISTING HOSE BIB WITH NO SERVICE TIE IN. HOSE BIB AND LATERAL LINE TO REMAIN FOR POTENTIAL FUTURE TIE IN FROM BUILDING 11 I EXISTING SIGN I I I I I I / I I I I I I I . I K-4 PA ; ~ ¥WOO . .!@?fil'J m'.iw ii'~ ~ 1 ; ; / '-i-!_ --1 fu I i I 'fil i 1 EXISTING COLD WATER SINK SHALL BE /PA PROTECTED IN PLACE DURING CONSTRUCTION. / SEE "VIASAT BUILDING 10 TJ" PLANS BY SCA Ii . ARCHITECTS FOR AS-BUILT DOCUMENTATION I K-10 If-----• ti f' :ff I i DOMESTIC WATER . ,; . I 1 1 1 I ! . I 't-... 't-... (9 ~ Q ::::::! .:::) co ! r I I DI RT APPROVCD f-OR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION or DIAL TOLL FREE " 811 UNDERGROUND PLANTING ARCA. SERVICE ALERT OF SOUTHERN AT LEAST TWO CALIFORNtA "AS BUil T" DAYS BEFORE YOU OIG ;,;,,""OSCApt ~°#" LEJvii'4'41'c, GROUNDLEVEL (fi Qj ,W, 4-~ ~~~ fl CE C:XP. DATE II Landscape Architecture 2005 State Street, SL its B San Diego, CA g2.103 (519) 325-1S!90 8 ro u mi I e•1e I sci .corn -' ~ -, .. .. J' 14/17 / r,~ ..... ,c-/ '::-."('. ~I'~~. 3.31·"' ~ OF" c;.LI~ . REVllcWED BY: Exp iru liori Dute: 03-31-18 INSPlCTCR DATF I ' I u I . i I 3/4" EXISTING COLD WATER SERVICE LINE STUB UP AND CAP WITH NO SERVICE TIE IN. WALLS, FENCES & GATES· REFER TO SHEET LC-2.01 FOR FULL CONSTRUCT. SCHEDULE SYMBOL DESCRIPTION i DETAIL .... ,., .. EXISTING FEATURE WALL WITH SYNTHETIC TURF 1/LC-303 FACE/ "SUPER GRAPHIC" ON OPPOSITE FACES 12/22/16 03/D8/17 03/27/17 03/29/17 04/14/17 lJA 11: <$)> SCREEN FENCE 1 /LC-304 CONSTRUCTION SYMBOLS SYMBOL DESCRIPTION SAWCUT JOINT -SEE DETAIL ---ISOLATION JOINT -SEE DETAIL .......... CONSTRUCTION JOINT -SEE DETAIL r. ALIGN PA PLANTING AREA EQ EQUAL DIMENSIONS -cp-P O.B (POINT OF BEGINNING) CONSTRUCTION NOTES 1. ALL PAVEMENT AND CURBS WITHIN 5 FEET OF A TREE SHALL BE LINED WITH A DEEP ROOT BARRIER ALONG THE EDGE OF THE HARDSCAPE 2. ANY DISCREPANCY OR CONFLICTS IN DIMENSIONS, LANDSCAPE ARE AOR MATERIAL SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION 3. ISOLATION JOINTS SHALL BE INSTALLED WHERE FLATWORK ABUTTS ALL VERTICAL ELEMENTS SUCH AS CURBS, WALLS, BUILDING FACADE, ETC., PER DETAIL LC-3.01. THESE ARE NOT SHOWN GRAPHICALLY ON THE PLAN FOR CLARITY. 4. UTILITIES SHOWN FOR REFERENCE ONLY, REFER TO CIVIL PLANS FOR UTILITY LAYOUT. CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS AND NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES PRIOR TO START OF WORK I st LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL 2nd LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL 3rd LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL FIELD BULLETIN #3 SIGNED APPROVED PLANS . !NIT.AL DATE INI IIAL DESIG~ER OF WORK RC:VISIO\ D[SCRIP IION OTHER APPFWVAL CONSTRUCTION LEGEND PAVING TYPES• REFER TO SHEET LC-2.01 FOR FULL CONSTRUCTION SCHEDULE SYMBOUHATCH i DESCRIPTION DETAIL I @) Ii CONCRET~-P-AV-IN_G_A_1 ___ PE_D_E_ST-RIA_N ___ +-1_-s_,_L_c-_3_.o___,1 I @ II CONCRETE PAVING A2 -VEHICULAR 1-81 LC-3.01 [:::·•::0·:::J CONCRETE PAVING B iffffffi~ffiif-::-~=-:-:~-=-=-=-=--:~::-:-.--=-::=:=-·· ----+-------, ~~t0~~t DRIVEABLE POROUS PAVEMENT GRASSMATS 1-81 LC-3.01 t~:-~u+ WITH INFILL ARTIFICIAL TURF 11 I LC-3.01 [· . @ _. f ARTIFICIAL TURF TYPE 1 ...... 9-10 I LC-3.01 ----·------------------ ..; . ., ' .. 9-10 I LC-3.01 t ·e--·1 • _.·::_. D2 . \':': ARTIFICIAL TURF TYPE 2 ~---~--@;;···-~········#,:··--·;1·~ ---------1~-----------:~H( D )~ff TRUNCATED DOME PAVERS I. (c\ l STABILIZED DECOMPOSED .·. ~ · GRANITE --·f0b• CONCRETE PAVING 'F' i------0 ._·.1 CONCRETE PAVING 'G' 7 I LC-3.01 12 / LC-3.01 1-8/LC-3 01 1-8/LC-3 01 SITE ITEMS· REFER TO SHEET LC·2.01 FOR FULL CONSTRUCTION SCHEDULE SYMBOL DESCRIPTION DETAIL ---~ <8> SHADE STRUCTURE 'A' 1 / LC-3.05 1 / LC-3.06 <8> SHADE STRUCTURE 'B' 1 / LC-3.07 <§> STEEL HEADER 2 / LC-3.02 -"~··-·- <8> EXISTING BRIDGE RAILINGS TO BE PAINTED N/A <§> PHOTOVOLTAIC PANEL SYSTEM 1 / LC-3.05 1 / LC-3 06 .... ···-···--·-··--- 9/LC-3.01 RAISED STEEL EDGE 31 LC-3.02 7 I LC-3.02 '" .,.,_ I"'------------------ <§> FLAGSTONE EDGE 51 LC-3.02 <8> COUNTER AT EXISTING FIRE TABLE 1 / LC-3.02 f----------------·--. ., --.. <8> REPURPOSED BOULDERS 4 / LC-3.02 IN GRADE UMBRELLA SLEEVE 6 / LC-3.02 KEYNOTES SYMBOL DESCRIPTION [DJ FOOD VENUE STRUCTURE BY ARCHITECT ~ EXISTING CAST IN PLACE CONCRETE FIRE TABLE TO REMAIN (PROTECT IN PLACE) ~ EXISTING PAVING TO REMAIN, SAWCUT PER DEMOLITION PLANS @] EXISTING BUILDING COLUMN [KD NEW CURB PER CIVIL PLANS ~ EXISTING STORMWATER TREATMENT BASIN ~ EXISTING COUNTER ~ EXISTING PATH . .... . . ----~ ·~. @] EXISTING BANQUETTE ~ EXISTING LIGHT POLE SHEET# CITY 0 b' CARLSBAD I 5 34~5 I 03 PLANNING DIV SION LANDSCAPE IMPROVEMENT PLANS FOR: YIASAT I GROVE SH'!'. JD SHEET NAME LC-1.01 LAYOUT PLAN I A~P ~OVC:J ,idd, I 4-E:tt....,i\-_ S-'""f-\, PLANNING OWN BY: JMH PROJlCT 1\0. DRIII//ING NO. lJAT~ INITIAL Cl IKD BY: ilL_ SUP 13-03 480-2N Cl IY APPROVAL RVWD BY: I ' ' r / :· KEYMAP ~ NOTTO SCALE "' C r !2 c:r z G) --□ 0 r SEE SHEETS 3, 16,22 SEE SHEETS 4, 17,23 ) ----~ -~----------------------- EXISTING 3/4" POTABLE COLD WATER LINE SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION. SEE "VIASAT BUILDING 10 T.I." PLANS BY SCA ARCHITECTS FOR AS-BUILT DOCUMENTATION I I I I I I I I EXISTING 3i4" POTABLE COLD WATER LINE SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION. SEE "VIASAT BUILDING 10 T.I." PLANS BY SCA ARCHITECTS FOR AS-B.UILT DqCUMENTATION I I I I I I I / I f f I I I I ! I I I I .·/ . I . / I f I ./ ·; ./ /; ! ' I I .. _· ! ·' . I / / ' . I ii : I // . I I ® I I I f I ' PA I ' I K-5 5 10 ._ .i/. ,-· . , , ' -- ' .. /,~ ;' , . ! // ,, ' -.......;, --._;:···· - r/<©·\· ,r;;,.. ---,M .. £ . . . . ' : . . . . -. ' I I PA I I I ·OM!·~~~~ -----~\MIT OF WORK 20 0 ' 0 ~ II . EXISTING 3/4" POTABLE COLD WATER LINE SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION. SEE "VIASAT BUILD ING 10 T.I." PLANS BY SCA ARCHITECTS FOR AS-BUILT DOCUMENTATION . . v, .. J .,/. . .. -.~ GROUNDLEVEL L□ndscape Architecture DIG DIAL TOLL FREE 811 AT LEAST MO DAYS BEFORE YOU DIG RT SERVICE ALERT OF SOUTHERN Expiration l)u te; I I , I I --- K-8 . ·-., ! : .. S-4 >----~ w I PA I -\-----~ NEW HOSE BIB WITH 3/4" DOMESTIC WATER SERVICE LINE FROM EXISTING POTABLE COLD WATER LINE. SEE DETAIL (8/LC-3.02) APPROVED f-D/-\ /RR/GA TION ANO PLAN /ING ONLY, INCLUDING PRECISE LOCA !ION or PLAN !!NG A/-\FA. "AS BLILT" RCE __ _ EXP. ___ _ REVIEWED :~y, ~ 2600 Sute Stre~t, Swite B Son Diego, CA '12103 (619) ~25-1990 groundlevel5d .som 03-31-18 1N5PECTCR LJATE ' 12/22/16 03/08/17 03/27 /17 03/29/17 04/14/17 VYALLS, FENCES & GATES • REFER TO SHEET LC-2.01 FOR FULL CONSTRUCT. SCHEDULE SYMBOL DESCRIPTION DETAIL <e> EXISTING FEATURE WALL WITH SYNTHETIC TURF 1 / LC-3.03 FACE/ "SUPER GRAPHIC" ON OPPOSITE FACES <!ii]> SCREEN FENCE 1 / LC-3.04 CONSTRUCTION SYMBOLS SYMBOL I DESCRIPTION ········-······-SAWCUT JOINT -SEE DETAIL ---ISOLATION JOINT -SEE DETAIL .......... CONSTRUCTION JOINT -SEE DETAIL - r--. ALIGN ··-·· - PA PLANTING AREA EQ EQUAL DIMENSIONS -$-P.O.B. (POINT OF BEGINNING) CONSTRUCTION NOTES 1. ALL PAVEMENT AND CURBS WITHIN 5 FEET OF A TREE SHALL BE LINED WITH A DEEP ROOT BARRIER ALONG THE EDGE OF THE HARDSCAPE 2. ANY DISCREPANCY OR CONFLICTS IN DIMENSIONS, LANDSCAPE ARE AOR MATERIAL SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION 3. ISOLATION JOINTS SHALL BE INSTALLED WHERE FLATWORK ABUTTS ALL VERTICAL ELEMENTS SUCH AS CURBS, WALLS, BUILDING FACADE, ETC., PER DETAIL LC-3.01. THESE ARE NOT SHOWN GRAPHICALLY ON THE PLAN FOR CLARITY. 4. UTILITIES SHOWN FOR REFERENCE ONLY, REFER TO CIVIL PLANS FOR UTILITY LAYOUT. CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS AND NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES PRIOR TO START OF WORK I st LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL 2nd LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL 3rd LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL FIELD BULLETIN #3 SIGNED APPROVED PLANS DATE INI Ill\_ I DATE 11\ITIAL ULSIGNER Of-WORK c;:EVISION DESCRIPTION OTHER AP0 ROVAL CONSTRUCTION LEGEND PAVING TYPES· REFER TO SHEET LC-2.01 FOR FULL CONSTRUCTION SCHEDULE SYMBOUHATCH DESCRIPTION DETAIL 1-........ •.•·0··•.·•1 . A1 > • .. . . ... . . . ... . ... .. . .. . ' .. CONCRETE PAVING A1 -PEDESTRIAN 1-8 / LC-3.01 CONCRETE PAVING A2 -VEHICULAR 1-8/ LC-3.01 r::::<v>~-1 CONCRETE PAVING B 1-8 / LC-3 01 ttt~Kt c -:.:ttt DRIVEABLE POROUS PAVEMENT GRASSMATS 111 LC-3.01 tttL .tttt WITH INFILL ARTIFICIAL TURF LL' t.::: LLLL -----------------1---------1 1-.· .. @ .: . ARTIFICIAL TURF TYPE 1 ·---------1------, 9-10 I LC-3.01 t: <@: ,,, ARTIFICIAL TURF TYPE 2 ---------1-------j 9-10 / LC-3.01 ·-···----- ! ~~I( D )~~i • TRUNCATED DOME PAVE RS 7 I LC-3.01 I 0 I STABILIZED DECOMPOSED GRANITE --------·------ CONCRETE PAVING 'F' CONCRETE PAVING 'G' 12 / LC-3.01 1-8/LC-3.01 1-8/LC-3.01 SITE ITEMS• REFER TO SHEET LC-2 01 FOR FULL CONSTRUCTION SCHEDULE SYMBOL DESCRIPTION DETAIL ------~-------- SHADE STRUCTURE 'A' 1 / LC-3.05 1 / LC-3.06 ---------------- <8> SHADE STRUCTURE 'B' 1 / LC-3.07 --.. ______ -------- <8> STEEL HEADER 21 LC-3.02 . . .. ----------- <8> EXISTING BRIDGE RAILINGS TO BE PAINTED N/A <§> PHOTOVOLTAIC PANEL SYSTEM 1 / LC-3.05 I 1 / LC-3.06 -9 / LC-3.01 <§> RAISED STEEL EDGE 3 / LC-3.02 7 I LC-3.02 ---- <§> FLAGSTONE EDGE 5 / LC-3.02 ·-·--·-- <§> COUNTER AT EXISTING FIRE TABLE 1 / LC-3.02 ____ ,, <8> REPURPOSED BOULDERS 4 / LC-3.02 ~ IN GRADE UMBRELLA SLEEVE 6 / LC-3 02 KEYNOTES SYMBOL ~ ~ ~ ~ ~ [8TI @] [8TI @] ~ DATE INI IIAL CITY Af--'1---'ROVAL DESCRIPTION ---·-------- FOOD VENUE STRUCTURE BY ARCHITECT EXISTING CAST IN PLACE CONCRETE FIRE TABLE TO REMAIN (PROTECT IN PLACE) EXISTING PAVING TO REMAIN, SAWCUT PER DEMOLITION PLANS EXISTING BUILDING COLUMN . ----- NEW CURB PER CIVIL PLANS EXISTING STORMWATER TREATMENT BASIN ···-· EXISTING COUNTER EXISTING PATH EXISTING BANQUETTE , .. ------------ EXISTING LIGHT POLE SHEET /I 04 C l'T'Y O 11' CARLSBAD ~ ~ PLAI\NINC DIVl5101~ LANDSCAPE IMPROVEMENT PLANS FOR: VIASAT I GROVE SH'!' jj) ~=cc-7'C'77=------~-----SHEET NAME LC-1.02 LAYOUT PLAN I APPROVED t~\ PLANNING l'.::r -_l::::.Cl _,-=t\-'7 ·"t-17 LJWN tJV: JMH PROJECT NO. CRAWl~G NO. CHKD BY:L RVWD BY: SUP 13-03 480-2N -------------------------- I I I I I /. I I I -; I -/ I I / I I I I I I I I I / -. I I I I I .· I ! , I / I I I -I I I 'P ' !I I A# I 0 I /;, \ J ' ----I I i I I . -H . r ·-------------1-· •I I , ., === '. ::~ ~1-------:1 i : ,. H II . I // i I • I i I i I ' ~'-· --__ : i ~ ' ---_--'-. ' / _,,•· :,-..;_ •-.• -\" . 1 . : """~ - 39'-0" 12'-0" .... -.. -... /. · ... -/- n----~-.-c/-:-;, > : . -~-~- . / .. /" .·. IC-'--'C-'---/-•~·~-~+-- -✓- I' •· ... f --' --' LL <( os w (') oz <( I-- LL (/) X w _END OF -. EXISTING .· ··.·WALL_· - ·p o:s P.O.B. · .·•END OF•· · • • EXISTING· ·•WALL PO.B . . . . . . . . . . . . . . . . . ' . . ' ------------------ L ___________ _ 0 ' I · · -· :; :::-.-:--_.,_ n=c=-=: _:__:_ ~ I § R ..:_,-'--'-:-1--11 I -. . .. • E)11STING WALL· ~-~-.~:~-~-~· --: r: --- ' -----------------·------ SYMBOL I DESCRIPTION SAWCUT JOINT -SEE DETAIL ISOLATION JOINT -SEE DETAIL CONSTRUCTION JOINT -SEE DETAIL ALIGN PA PLANTING AREA EQ EQUAL DIMENSIONS P.O.B. (POINT OF BEGINNING) GROUNDLEVEL Landscape Architecture 2605 $\die Street, Sult;llOSCApE: ~"#'v LEN,i'4"l,pc. i q; .!.!71 'I,~ 0~~ ::i .......__ ~ ... ,JI O 14/17 , .... :>,~ • ..,..,... /:,._~ ::xpiro tion ~,.(' ~-3.3\·· at Dote: o,-CA'-1~ 03-31-18 •... i APPH0\/[0 roR !RR/GA noN ANU 12/22/16 I st LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL PLAN I/NG ONLY, INCLUDING 03/08/17 2nd LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL 03/27/17 3rd LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL f-JRCC/S[ LOCA T!ON OF 03/29/17 FIELD BULLETIN #3 f-JLANTING ARCA. 04/14/17 SIGNED APPROVED PLANS "AS BLIL T" RC[ EXP. IJA IF REVIEWFD BY: lJA 11::: l~ITIAL REVISION DESCRIPTION DESICNrn Of WORK INSPECTOR DATE I I ! ' I ! i UA n: / I INI IIAL OTHE, APPROVAL I DA IE I I I I I ! INITIAL CITY APPROVAL I I I I ' ii I J ' I _:, / .: j I -I i ! ' ! I • I I I I /J -! i I 1 5 05Tff I CITY OF CARLSBAD I 534Ts I PLAl';NING UIVISION LANDSCAPE IMPROVEMENT PLANS FOR: VIASAT I GROVE SH'l'. ID SHJ-;Jc:'J' NAME LC-1.0lA DIMENSION PLAN I APPROVcD: /¾:a~( 4-1::-l~~J\: . I Ci-9:-17 0 LANNl~G IJWN BY: JMH_ PROJECT f;O. DRAWING \JO CHKD cJY: BL SUP 13-03 480-2N RVWD BY: I --------------------------------------------------------------------- FOOT NOTES 1. "OR APPROVED EQUAL" SUBSTITUTION PROPOSALS WILL BE EVALUATED BASED ON THE PROVISIONS DETAILED IN THE CONTRACT SPECIFICATIONS. SPECIFIC EVALUATION CRITERIA INCLUDING PRODUCT AND PERFORMANCE CHARACTERISTICS BY WHICH SUBSTITUTIONS WILL BE EVALUATED IS INCLUDED IN APPLICABLE SPECIFICATION SECTIONS. 2. REFER TO SPEC SECTION 099601 FOR SPECIFIC PAINT COMPONENTS FOR ALL ITEMS TO BE PAINTED. CONTACT INFORMATION FOR SPECIFIED PRODUCTS 1. EASY TURF 2. 3. 4. 5. 6. 7. HEADQUARTERS, 866-327-9887, INFO@EASYTURF.COM J.D. RUSSELL HEADQUARTERS, 800-888-7425, CONTACT@JDRUSSELLCO.COM WAUSAU MADE I TECTURA DESIGNS (FORMALLY WAUSAU TILE) JEFF WREN, 909-628-4296, JEFF@WAUSAUSOUTHWEST.COM INDUSTRIAL METAL SUPPLY COMPANY IRVINE LOCATION, 949-250-3343 SOIL RETENTION PLANTABLE CONCRETE SYSTEMS ERIC VAN CLEAVE, 760-96-6090 x117, EVANCLEAVE@SOILRETENTION.COM SOUTHWEST BOULDER AND STONE SAN DIEGO OFFICE, 619-331-3120 EIDIE INDUSTRIES HEADQUARTERS, 562-402-8335 8. 9. 10. 11. 12. McNICOLS HEADQUARTERS, 562-356-1382 DEKTON USA HEADQUARTERS, 866-801-2425 TUUCI HEADQUARTERS, 305-634-5116 DASSO XTR HEADQUARTERS, 855-774-0002 TNEMEC DENNIS AMYOT, 858-538-9502, DAMYOT@TNEMEC.COM 13. INSTANT JUNGLE CAROL GRANDY, 714-850-9227, CAROL@INSTANTJUNGLE.COM 14. DECORATIVE STONE SOLUTIONS RANDY JURGENSEN, 909.202.9279, RANDY@DECORATIVESTONESOLUTIONS.COM GROUNDLEVEL Landscape Architecture ,!(3()5 ~tdtt, su~~,, Sult~ B San U1~go, CA ';lL1U3 (01'.!) ns.:sso grcundlev~l•d com CONSTRUCTION SCHEDULE PAVING TYPES SYMBOL DESCRIPTION MANUFACTURER I SUPPLIER 1:a:1a:a•··•"'0"'A~1,:;·,;:,····,;:,···•~J4-c_o_N_c_R_ET_E_P_A_v_1N_G_A_1 _-_PE_D_E_s_T_R_IA_N _____ ----1 ~~~~L ii~i~;LANT I ·.·•···•··(";:;\_A2_ ·.· •.. · •. 1 DECORATIVE STONE SOLUTIONS . V . CONCRETE PAVING A2 -VEHICULAR [:":_G):•\I Ctt:0L ttct CtC~ C H1 LLLL LLL LLLLL:= LLLL 101 SITE ITEMS SYMBOL CONCRETE PAVING TYPE 'B' DRIVEABLE POROUS PAVEMENT GRASSMATS WI INFILL ARTIFICIAL TURF ARTIFICIAL TURF 1 ARTIFICIAL TURF 2 ------------······----~···----, TRUNCATED DOME PAVERS STABLIZED DECOMPOSED GRANITE CONCRETE PAVING 'F' CONCRETE PAVING 'G' DESCRIPTION SHADE STRUCTURE 'A' POSTS AND BEAMS LOCAL BATCH PLANT SOIL RETENTION PRODUCTS BOONE EVERLAST WAUSAU TILE DECORATIVE STONE SOLUTIONS LOCAL BATCH PLOT LOCAL BATCH PLOT MANUFACTURER I SUPPLIER . MATERIAL I PRODUCT NO. TYPE 3 CONCRETE WITH INTEGRAL COLOR EXPOSED AGGREGATE TYPE 3 CONCRETE WITH INTEGRAL COLOR DRIVABLE GRASS, GRASS SHALL BE 'OLIVE GREEN WITH BROWN THATCH' SYNTHETIC TURF IRVINE FESCUE 11 POLY PUTT, 2-TONE ADA-2 STRAIGHT ROW 2.375" SQUARE SPACING PATTERN DECOMPOSED GRANITE (STABILIZED) INTEGRAL COLOR INTEGRAL COLOR MATERIAL I PRODUCT NO. POSTS: 8"X8" I BEAMS MAJOR CROSS BEAMS; 8"X12" I BEAMS; INTERMEDIATE CROSS BEAMS: 2"X10" TUBULAR STEEL COLOR DAVIS COLORS 'PALOMIINO' (5447@ 3 LBS.) SEE NOTES FOR AGGREGATE DAVIS 860 @ 1 LB. FINISH SPECIALTY HAND-SEEDED WITH AGGREGATE SEE MOCK-UP DETAIL (2/LC-3.05) NOTES FINISH TO BE HANO-SEEDED WITH SEE MOCK-UP DETAIL (2/LC-3.05) FOR AGGREGATE SPECIFICATION MOCK-UP SHALL BE PROVIDED TO LANDSCAPE ARCHITECT FOR APPROVAL SEE MOCK-UP DETAIL (2/LC-3.05) MOCK-UP SHALL BE PROVIDED TO LANDSCAPE ARCHITECT FOR APPROVAL ---+-----·--.. 'TAN' MATCH COLOR OF EXISTING TRUNCATED DOMES 'CALIFORNIA GOLD' PER NOTES MATCH COLOR ANO FINISH OF EXISTING ADJACENT PAVEMENT MATCH COLOR ANO FINISH OF EXISTING ADJACENT PAVEMENT COLOR FINISH MANUFACTURERTNEMEC TWO PART SYSTEM, COLOR: SATIN MOON SHADOW CONTRACTOR SHALL LIGHT SANDBLAST THE SURFACE OF CONCRETE GRID PRIOR TO INSTALLATION INSTALL PER MANUFACTURERS RECOMMENDATIONS INSTALL PER MANUFACTURERS RECOMMENDATIONS TILE 24 COMPLIANT ADA PAVERS STATE OF CALIFORNIA ···-APPLY PATHWAY STABILIZER BY'sti\EiTLiZEifs6LUTIONS' TO D.G. PER MANUFACTURER'S RECOMMENDATIONS MOCK-UP SHALL BE PROVIDED TO LANDSCAPE ARCHITECT FOR APPROVAL 3'x3' MOCK-UP SHALL BE PROVIDED TO LANDSCAPE ARCHITECT FOR APPROVAL 3'X3' SAMPLES TO BE PROVIDED TO LANDSCAPE ARCHITECT FOR APPROVAL NOTES SEE STRUCTURAL PLANS FOR LAYOUT ANO CONNECTIONS. CONTRACTOR SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO FABRICATION DETAIL 1-8 / LC-3.01 21LC-305 1-8 / LC-3.01 1-8 / LC-3 01 21 LC-3,05 111 LC-3.01 9-10 / LC-3.01 9-10 / LC-3,01 71 LC-3,01 12 / LC-3.01 2 / LC-3.05 1-81 LC-3,01 1-8 I LC-3 01 DETAIL 1/LC-305 1 I LC-3.06 ---------1 -------------+----------1-------+-------------------- PULLEY SYSTEM: SLIDE ON A WIRE SYSTEM CONTRACTOR SUBMIT SHOP DRAWINGS AND DETAILING AS A ROMAN SHADES MORAN CANVAS PART OF THE SHADE STRUCTURE SHOP DRAWINGS FOR FABRIC: SERGE FERRARI OR APPROVED EQUAL REVIEW ANO APPROVAL PRIOR TO FABRICATION FABRIC: TSO NIA PERFORATED McNICHOLS PANELS PERFORATED PANEL ROUND HOLE PATTERN, STEEL, CONTRACTOR SHALL PROVIDE COLOR MOCK-UP FOR COLOR 1/4" HOLES ON 3/8" CENTERS, STAGGERED PATTERN, ANO FINISH FOR APPROVAL PRIOR TO FABRICATION 40% OPEN PANEL: COLOR PER SATIN SUBMITTAL . ------------1--------~--------------+----------+----------t-----------------+--------l SHADE STRUCTURE 'B' POSTS AND SEE STRUCTURAL DETAILS BEAMS ROMAN SHADES MORAN CANVAS -----------,. WOOD SLAT SLATS: DASSO XTR SYSTEM SUPPORT FRAME: DASSO XTR ---·------------ <§> STEEL PLANTING EDGE JD RUSSELL COMPANY . . ----"'-"'" ____ <8> EXISTING BRIDGE RAILINGS TO BE PAINTED PENOFIN <§> PHOTOVOLTAIC PANEL SYSTEM LG <§> RAISED STEEL EDGE POSTS: 8"X8" I BEAM; MAJOR CROSS BEAMS: 8"X8" I SEE STRUCTURAL PLANS FOR LAYOUT AND CONNECTIONS. MANUFACTURER: TNEMEC BEAM CONTRACTOR SUBMIT SHOP DRAWINGS FOR REVIEW ANO TWO PART SYSTEM, COLOR· NIA 1 / LC-3.07 INTERMEDIATE CROSS BEAMS: 2"X8" TUBULAR STEEL APPROVAL PRIOR TO FABRICATION MOON SHADOW PULLEY SYSTEM: SLIDE ON A WIRE SYSTEM CONTRACTOR SUBMIT SHOP DRAWINGS AND DETAILING AS A NIA PART OF THE SHADE STRUCTURE SHOP DRAWINGS FOR FABRIC: SERGE FERRARI OR APPROVED EQUAL REVIEW ANO APPROVAL PRIOR TO FABRICATION FABRIC: 86-50261 CARAMEL ---------------+--------,~====---===~==="--"-==~===~-+------------, PENETRATING OIL CONTRACTOR SUBMIT SHOP DRAWINGS ANO DETAILING AS A SLATS: 1"X8" BAMBOO LUMBER SUPPORT FRAME: 2"X6" BAMBOO LUMBER DURAEDGE -114"X6" 2 COATS OF PENOFIN FOR HARDWOOD NEON 2 72 CELL 114" THICK x 12" DEEP BLACKENED COLO ROLLED STEEL, ATTACH TO THICKENED EDGE CONCRETE PAVING OR FOOTING PER DETAIL ' N/A NATURAL - NIA SEALER PER PART OF THE SHADE STRUCTURE SHOP DRAWINGS FOR SPECIFICATIONS REVIEW AND APPROVAL PRIOR TO FABRICATION MILL FINISH NIA POWERWASH ALL WOOD SURFACES, SCRUB WITH RIGID BRUSf ANO TSP (TRISODIUM PHOSPHATE) PER MANUFACTURER RECOMMENDATION. LET DRY PRIOR TO FINISH COAT. INSTALL PER MANUFACTURERS RECOMMENDATIONS ------+---------+------------------1 NIA NIA FULL LENGTH STEEL SECTIONS. CORNERS TO BE BUTT JOINTED AND WELDED ON THE INSIDE OF THE CORNER 21 LC-3.02 NIA 1 I LC-3.05 1 I LC-3,06 ---f-------+-----------+---- 9 / LC-3.01 3 / LC-3,02 7 I LC-3.02 <8> FLAGSTONE EDGE <§> COUNTER AT EXISTING FIRE TABLE <§> REPURPOSED BOULDERS <8> UMBRELLA SLEEVE WALL, FENCES, & GATES SYMBOL POSTS ANO SUPPORT COUNTER SURFACE MODERN BUILDERS SUPPLY DEKTON TUUCI MANUFACTURER I SUPPLIER i DESCRIPTION ------------~-----,-- EXISTING FEATURE WALL WITH SYNTHETIC TURF FACE I "SUPER GRAPHIC" EDGING AND JD RUSSELL COMPANY BASE -~-~~~~ "'"-' ARTIFICIAL TURF EVERLAST ON WALL ~"------- PLANT MATERIAL INSTANT JUNGLE ON WALL OUTDOOR WILMINGTON DART BOARD DART BOARD CABINET ANO CABINET PORPHYRY, FLAGSTONE 2" THICK x 24" TO 30" SHAPES 2" TUBULAR STEEL POSTS WELDED TO PLATE STEEL SUPPORT OUTDOOR ULTRA COMPACT SURFACE COUNTER. SURFACE COLOR TBD. 12 MM THICK GREY BROWN MANUFACTURER: TNEMEC TWO PART SYSTEM;COLOR:TBD TBD ------------------1------- IN-GROUND SECURITY MOUNT ANO STAINLESS STEEL MAX SECURITY STEM i MATERIAL/ PRODUCT NO. 114" BLACKENED STEEL POLY PUTT .5" PILE GRASS MAT - NIA COLOR NIA 2-TONE. FIELD GREEN AND LIME GREEN . ... I NATURAL SATIN TBD NIA FINISH SATIN ... - --- - PROVIDE 4" CONCRETE BASE UNDER EACH FLAGSTONE PAVER.PAVER TO SET 1" APART TO ALLOW WATER TO FLOW 5 / LC-3.02 BETWEEN THEM. (2) SHEETS OF MARINE GRADE¾" PL YWOOO BETWEEN SOLID SURFACE AND METAL PLATE LA TO SELECT BOULDERS FROM STOCKPILE ANO LOCATE BOULDERS ON SITE SEE FURNISHINGS PLAN FOR UMBRELLA NOTES GROUND ALL WELDS SMOOTH 1 I LC-3,02 4 / LC-3.02 6 / LC-3.02 DETAIL 1 I LC-3,03 1-------.. ···· ------------'--------l CONTRACTOR TO CALL LANDSCAPE ARCHITECT FOR INSPECTION OF INSTALLATION@ 10 SQ FT ---+-----------i-------------------+---------+--------1------.,····· <zy SCREEN FENCE POSTS ANO TOP PLATE DIGA RT DIAL TOLl. FREE " 811 UNDERGROUND n SERVICE ALERT OF SOUTHERN ----___ ,. ------------- WOOD SLAT SLATS: DASSO XTR SYSTEM SUPPORT FRAME: - APPROVEU FOR lkHIGA TION AND PLANTING ONLY, INCLUDING PRrCISI:. LOCA l/ON Or PLAN /ING ARrA. 12/22/16 03/08/17 03/27 /17 03/29 /17 04/14/17 MANUFACTURER TNEMEC POSTS: 8"X8" I BEAM; TOP PLATE:¼" X8" BAR STEEL TWO PART SYSTEM, COLOR NIA MOONBEAM SLATS: 1"X8" BAMBOO LUMBER SUPPORT FRAME: 2"X8" PRESSURE TREATED LUMBER STAIN WOCA EXTERIOR OIL NIA COLOR: TBD Isl LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL 2nd LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL 3rd LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL FIELD BULLETIN #3 SIGNED APPROVED PLANS 1 I LC-3,04 ··t--------t CONTRACTOR SUBMIT SHOP DRAWINGS ANO DETAILING AS A PART OF THE SHADE STRUCTURE SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO FABRICATION CITY OF CARLSBAD PLANNING DIV'SIUN LANDSCAPE IMPROVEMENT PLANS FOR: VIASAT I GROVE SHEETS 34 AT LEAST TWO CALIFORNIA "AS BUILT" SHT, ID SHEET NAME =====cc-------------, DAYS BEFCREYOU DIG LC-2.01 CONSTRUCTION SCHEDULE RCE __ _ lXP. ___ _ LJAll REVIEW~o BY; DA-E DATc INITIAL OESIGNFR 0° WORK REVISION DESCRIPTON I APPr:uv, LJ; it ... 4-k E:{I ..;;tt '7-<t-~, I - P _ANNING LJWN BY: JMH Pf,OJECT NU. DRAWING NU LlAT[ INITIAL DATE INITIAL CHKD BY: Bl OTHER A0 PROVAL CITY APPROVAL RVWD BY: SUP 13-03 480-2N LEGEND 1. ADJACENT PAVING 2. ATTACH ARTIFICIAL TURF PER MANUFACTURER'S RECOMMENDATIONS 3. 1-1/2" ARTIFICIAL GRASS FIBER (1/2" EXPOSED FIBER) 4. ACRYLIC COATED OR SILICA SAND INFILL 5. MAXXFLOW™ DRAINAGE SYSTEM (WEED BARRIER INTEGRATED INTO SYSTEM) 6. 4" DEPTH WASHED CLEAN CRUSHED STONE BASE AT 90% COMPACTION RATE 7. 2"x4" SYNTHETIC NAILER BOARD AROUND ENTIRE PERIMETER, ANCHOR BOLT TO ADJACENT EDGING@ 36" O.C, TYP. 8. THICKENED CONCRETE EDGE, PER DETAIL 8/ LC-301 9. COMPACTED SUBGRADE PER GEOTECHNICAL REPORT 10 SYNTHETIC TURF AT CONCRETE PAVING SCALE: 11/2"=1'-0" D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D PLAN VIEW FLUSH Ji 4 5 6 SECTION 5 LEGEND 1. CONCRETE W/ THICKENED EDGE 2. PROVIDE 1/4" X 5" DURAEDGE METAL EDGING WHEN DRIVABLE GRASS MATS MEET GRASSPAVE2. 3. DRIVABLE GRASS MATS WITH ARTIFICIAL TURF. ADHERE ARTIFICIAL TURF PER MANUFACTURER'S RECOMMENDATIONS 4. BEDDING COURSE - INSTALL 1" NOMINAL OF 75% CLEAN, SHARP SAND 5. CLASS II BASE COMPACTED TO 95% 6. 95% COMPACTION & SUBGRADE PREPARATION PER GEOTECHNICAL REPORT 11 DRIVABLE GRASS MATS WITH ARTIFICIAL TURF INFILL 12 SCALE: 1"=1'-0" LEGEND 1. STABILIZED DECOMPOSED GRANITE (D.G.) PER CONSTRUCTION SCHEDULE 2. STEEL EDGING, SEE DETAIL 2 / LC-302 3. 1" AT SHRUB AREA, 1-½" AT LAWN 4. FINISH GRADE 5. CLASS II BASE COMPACTED PER GEOTECHNICAL REPORT 6. SUBGRADE PREPARATION PER GEOTECHNICAL REPORT r---:_;;,ti~~~~~h~~N~rli~g----{ 5 :_,. 'I.--.~~-~!o-=-em'=ffl"'+ \'i~~~~'Ul';i'----( 6 • • • ,, '"1 · " "Tf''::u:;:,u;.;'.w;;;:i1i~u(~,1t::''T~·, -I SECTION STABILIZED DECOMPOSED GRANITE PAVING SCALE: 11/2"=1'-0" ' ' q <l <l4 ' • q q 'Ll ' 4 q 4 Ll q " 3" MIN, TYP. 7 TRUNCATED DOME PAVERS SCALE: 3"=1 '-0" q q 4 Ll q 4 <l ·q <l ' ~ --q q ' ," 4 N q Ll • 4 6" ' a' THICKENED CONCRETE EDGE SCALE: 3"=1'-0" LEGEND 1. ¼" THICK COLD ROLLED STEEL CONTINUOUS EDGING PER CONSTRUCTION SCHEDULE. CORNERS TO BE WELDED FROM THE INSIDE 2. ATTACH ARTIFICIAL TURF PER MANUFACTURER'S RECOMMENDATIONS ' 3. 1-1/2" ARTIFICIAL GRASS FIBER (1/2" EXPOSED FIBER) 4. AC~YLIC COATED OR SILICA SAND INFILL 5. MAXXFLOW™ DRAINAGE SYSTEM (WEED BARRIER INTEGRATED INTO SYSTEM) 11 3 "· 4 4 Ll LEGEND LEGEND 1. MORTAR SETTING BED PER MANUFACTURER RECOMMENDATIONS 2. PRECAST CONCRETE PAVERS PER CONSTRUCTION SCHEDULE 3. THICKENED CONCRETE EDGE 4. 95% COMPACTION AND SUBGRADE PREPARATION PER CONCRETE PAVING DETAIL 1. 1/8" RADIUS TOOLED EDGES 2. FINISH SURFACE PER PLAN 3. CONCRETE PAVING 4. BASE AND SUBGRADE PER PAVING DETAILS N PLANTING AREA 6. 4" CRUSHED STONE BASE AT 90% COMPACTION RATE 7. 2"x4" SYNTHETIC NAILER BOARD AROUND ENTIRE PERIMETER, ANCHOR BOLT TO ADJACENT EDGING AT 24" O.C., TYP. 8. CONTINUOUS CONCRETE FOOTING 9. COMPACTED SUBGRADE PER GEOTECHNICAL REPORT 10. #3 REBAR CONTINUOUS IN FOOTING 11. MULCH PER MULCHING PLAN 12. CONCRETE ANCHOR BOLT@ 12" O.C. j}Tl'~Lrs:;rinq;~r '"':•D:'1•"t' ,~~~i!ifl! ~~~~~~~~---( 5 -c• 1~'·: r--1• · WELD CORNERS ON INSIDE OF CORNER 9 :ii -1~ .. ti!-~:ui I.)· li}'!i-11~ i'-- 'I~,,· ,-''"r--' . "" 1=· 1=1' 1=1 · 1-~1f 6 f:-11-r1-' · rr:~11:~;1:-:1-,> -l'(~u-• ,.tr-, .. 1. r~', !~1,,~1,,' 1 :.rnru···· ., ., ·l•I···• I·· , ,j .. LTt:~ ;f\ ,11-. , ...... ' _, I ~'cc:~;._~~-1 !~(~=Ji~(_~~- ~, I ;--:; I 1- 6" RAISED STEEL EDGE@ ARTIFICIAL TURF SCALE: 11/2"=1'-0" OVERLAP JOINT AT CORNERS AXONOMETRIC "-..J1Q LEGEND 1. CONCRETE PAVING PER DETAIL 1 / LC-3 01 2. BASE AND SUBGRADE PREPARATION PER CONCRETE PAVING DETAIL DEPTH = 25% OF CONCRETE THICKNESS q ' a LU a LU 1/8" J 2 LEGEND 1 NEW CONCRETE PAVING 2. EXISTING CONCRETE PAVING 3. SAWCUT JOINT 4. CORE AND SET GREASED SMOOTH DOWEL - #4@ 12" O.C. ALONG ENTIRE JOINT LENGTH 5. EXISTING SUBGRADE 6. BASE AND SUBGRADE PREPARATION PER CONCRETE PAVING DETAIL 4 ----+----< 6 5 --------0 CONSTRUCTION JOINT SC ALE: 3"=1 '-0" NOTE A. CENTER DIAMOND DOWEL 6" FROM JOINT INTERSECTIONS PER MANUFACTURER'S RECOMMENDATIONS. 3/8" LEGEND 1. JOINT SEALANT PER SPECIFICATIONS 2. CONCRETE PAVING PER DETAIL 1 / LC-301 INSTALLATION TEMPLATE/ DOWEL POCKET PER SPECIFICATIONS 3. 1/8" RADIUS TOOLED EDGES, TYP. 4. DIAMOND DOWEL 5. BASE AND SU BG RADE PREPARATION PER CONCRETE PAVING DETAIL 6. PREMOLDED ISOLATION JOINT FILLER PER SPECIFICATIONS 1 2 3 :::c: u LU I-I-0:: 00 UJ a.. <.:) LU 0:: 0:: LU a.. :::c: u d LU I-I-0:: LU oo IJ.J a.. 4 " q q--- <.:) IJ.J d 0:: 0:: LU IJ.J q a.. CONCRETE PAVING -PEDESTRIAN SCALE: 3"=1'-0" d <l q 4 LU d LU CONCRETE PAVING -VEHICULAR SCALE: 3"=1'-0" 3/8" 4 LEGEND 1. CAST-IN-PLACE CONCRETE, TYPE AND FINISH PER CONSTRUCTION SCHEDULE 2. REINFORCING PER GEOTECHNICAL REPORT 3 BASE AND SUBGRADE PREPARATION PER GEOTECHNICAL REPORT NOTE A CONCRETE PAVING TO BE SEALED PER SPECIFICATIONS. <l q q <l ' ' 4 q - q LEGEND 1. CAST-IN-PLACE CONCRETE, TYPE AND FINISH PER CONSTRUCTION SCHEDULE 2. REINFORCING PER GEOTECHNICAL REPORT 3. BASE AND SUBGRADE PREPARATION PER GEOTECHNICAL REPORT NOTE A CONCRETE PAVING TO BE SEALED PER SPECIFICATIONS. Ll <l q 4 4 q <l q <l 's <l LEGEND 1. FACE OF VERTICAL SURFACE (BUILDING, PLANTER WALL, CURB, ETC.) 2. ISOLATION JOINT PER DETAIL 6 / LC-301 3. CONCRETE PAVING PER DETAIL 1/LC-301 4. BASE AND SUBGRADE PREPARATION PER CONCRETE PAVING DETAIL ISOLATION JOINT AT VERTICAL SURFACE SCALE: 3"=1'-0" SHU, IS DIG DIAL TOLL FREE 811 RT APPROVED FOR /RR/GA l/ON A/\/1) 12/22/16 1st LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL s: l[ET# PLANT/NG ONLY, /NCLUl)/NG 03/08/17 2ndLANDSCAPECONSTRUCTIONDOCUMENTSUBMITTAL Ol CITYPL?N~N:NGCDt/RSIOLNSJ:3AD ~f/rvW..NV f-JKc.CIS[ LOCATION or 03/27/17 3rdLANDSCAPECONSTRUCTIONDOCUMENTSUBMITTAL PLAN I ·1'!\ I G' A u LA. ,_o_3_/2_9 /_17-+----t-FI_EL_D _BU_L_LE_TIN_#_' 3-----------+-------+---+-----t----1 LANDSCAPE IMPROVEMENT PLANS FOR 34 GROUNDLEVEL Landscape Architecture 260S 5tdte Street, Suite a Sen D1e~a, CA 92103 (file>) 325-l990 gruundlevelsd rn,n AT LEAST TWO DAYS BEFORE YOU DIG Expi~otior' Dote: ,__ _______ Y __ ,_ \L _____ -1-'0~4/~14~/1~7+----+S~IG~N=ED~A~P~PR~O~VE=D~P=LA~N~S --------t-----1--------lf-----+------t VIASA T I GROVE "AS BU IL I_,, =~~---------j 1-------t---+----------------+-------+--+--------t----l SHT. TD SHEET NAMJ,; LC-3.01 CONSTRUCTION DETAILS f------+----+--------------+-----+-----j+----+-----t I A_P_P_Ro_v_::o_: __ I~_-. \ Cy t:.{\_..,iJ: r-----------------------,_ __ --1----1------------------l----l------t----1-------f P .ANNING REVIEWEJ BY: ~~;;:.:;::.~:;::.=-:;;:,~~=-=-,::;-;===========~====~ l,Cl __ _ EXP, ___ _ DATF 1-------t---+----------------+-------+---+-----t----1 DWN BY: =JM=H~_ uuoJFc·r No ~□-R-,-w-1 N_G_N_o~ 0/\TE INITIAL CATE INITIAL DATE INI l'AL CHKD Bv·.filc "' . . n . 03-31-18 INS~lC IOI, DATE RlVISIOI\I DFSCRIPTON SUP 13 03 480 2N DESIGNER 0" WORK OTHER APPROVAL CITY APPROVAL RV\YLJ ~Y: -- b ' M 7 114" DRAIN PORT 0 0 <1 FG "'"'l:l;i..-+------{ 3 (j) RAISED STEEL EDGE AT D.G. PAVING SCALE: 3"=1 '-0" FINISHED GRADE HINGED LID HOSE CONNECTION WI VACUUM BREAKER LEGEND 1. STAINLESS STEEL MAX SECURITY STEM BY TUCCI, BOLT TO SECURITY MOUNT PER MFR. INSTRUCTIONS 2. PAVING PER PLAN 3. #4 REBAR, TYP. AT EACH CORNER 4. EMBEDDED "IN-GROUND MOUNT" FROM TUCCI 5. CONCRETE FOOTING 6. #4 REBAR AT 12" O.C. 7. 95% COMPACTION & SUBGRADE PREPARATION PER GEOTECHNICAL REPORT GROUND HYDRANT r 4" THICK CONCRETE CURB EXTEND 6" PAST BOX EDGE C,jhcT=--T--~=;c======:;Jrr ···················· • ·····:···········_····· . i r 1" PVC TUBE EXTEND INTO ROCK BED MIN 4" DEEP CRUSHED ROCK BEDDING FOR BOX DRAINAGE 314" COPPER WATER SUPPLY . ' l_ "=--•"T~ i -L ' ',..,. ,-. ·1 • •• , •• -----····---------• . _·. -., . , . ,, l 1 \) ' '-. \\,,____ ---~( ------- © GROUND HYDRANT (HOSE BIB) : NO SCALE tj ........... -~ . ... ·--~ GROUNDLEVEL Landscape Architecture 2605 Stote Street, Suite ~ San Lllegu, CA 9210~ (619) 325-1990 groundle-,elsd.com DI DIAL TOLL FREE 811 AT LEAST WYO DAYS BEFORE YOU DIG 1 4 ----------------------- 2'-11/2" LEGEND 6" / SEE ENLARGEMENT, LEFT 1. EXISTING CAST IN PLACE CONCRETE FIRE TABLE. 2. DEKTON OUTDOOR ULTRA COMPACT SURFACE COUNTER. SURFACE COLOR TBD. 12 MM THICKNESS ,L-7 I '--rr------'D 3. 2" DIA STEEL COUNTER SUPPORT POST AND¼" THICK PLATE SUPPORT. PAINT COLOR TO BE DETERMINED. CORE EPOXY POSTS INTO FIRE TABLE WALL. -+------I 1 SCALE: 1" = 1 '-0" 18" COUNTER HEIGHT BAR AT EXISTING FIRE TABLE SCALE 1/2"=1'-0" BOULDER INSTALLATION SCALE: 1 1 /2"=1 '-0" SECTION PLAN NTS ;CD 18"-36" / 1,,_v ______,,_l LEGEND 1. BOULDER, LOCATE PER PLAN 2. BURY 1/3 OF ROCK MASS MIN. 3. 90% COMPACTED SUBGRADE NOTE: LA TO APPROVE BOULDER AND LOCATION PRIOR TO INSTALLATION. '--o-------l 1 _____ _, 2 LEGEND 1. FLAGSTONE PAVING SEE CONSTRUCTION LEGEND, SHEET LC-2.01 2. STABILIZED DECOMPOSED GRANITE, SEE CONSTRUCTION LEGEND SHEET LC-2.01 3. FILTER FABRIC 4. CONCRETE BASE FOR FLAGSTONE 1" CLEAR GAP BETWEEN FLAGSTONE TO ALLOW FOR WATER TO DRAIN OFF OF STABILIZED DECOMPOSED GRANITE J a N -~ 7 ~ ' N 9 £:,! ~ ~ SECTION 'A' ' N PLAN LEGEND 4. 1" THICK x 2" WIDE 3 FORM BACKSPLASH SET INTO COUNTER 5. 6. 7. 8. 9. 6" DIAMETER STAINLESS STEEL POST ESCUTCHEON PLATE LANDSCAPE DRAIN IN PLANTER PER CIVIL DRAWINGS ADJACENT CONCRETE PAVING (2) LAYERS OF MARINE GRADE PLYWOOD COMPACTED SUBGRADE 1. DECORATIVE GRAVEL PER MULCH PLAN 2. FINISH GRADE 3. STEEL HEADER PER CONSTRUCTION SCHEDULE 4. MULCH LEVEL IN ADJACENT PLANTING AREA VARIES, SEE MULCH PLAN 1 2 r----------0 STEEL HEADER SCALE: 3"=1 '-0" NOTES: 1. CONTRACTOR SHALL INSTALL ROOT BARRIER ALONG TREE SIDE •r OF STEEL EDGE WHERE TREE OR BAMBOO IS WITHIN 8'-0" OF STEEL EDGE ,f----6" ---+----8" ---+ LEGEND 1. THICKENED CONCRETE PAVING EDGE@ RAISED STEEL EDGE 2. 1/4" THICK STEEL CONTINUOUS EDGING PER CONSTRUCTION SCHEDULE . CORNERS TO BE WELDED FROM THE INSIDE 3. CONCRETE ANCHOR BOLT AT9" O.C. 4. MULCH PER MULCHING PLAN. 5. DECORATIVE GRAVEL PER MULCH PLAN 6. CONCRETE PAVING PER CONSTRUCTION SCHEDULE 0 FLAGSTONE EDGE 5 !----------- SCALE 1/2"=1'-0" 3 RAISED STEEL EDGE@ CONCRETE PAVING SCALE: 3"=1'-0" 7. CONTRACTOR SHALL INSTALL A 1/4" THICK BY 1" WIDE BY 4" LENGTH, STEEL BAR@2'-0" O.C. AND AT EACH CORNER TO ALLOW WATER TO DRAIN BETWEEN CONCRETE AND STEEL EDGING RT Expiro lion Date: APP/-?OV[U FOR /RR/GA !ION AND PLANTING ONLY, INCLUDING PR[C/S[ LOCATION Or PLANTING AREA. "AS BU IL T" RCE __ _ DATE REVIC:WED BY: 03-31-18 INSPECTOR DAT[ 12/22/16 I s1 LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL 03/08/17 2nd LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL D3/27/17 3rd LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL l508T# I CITY OF CARLSBAD I s34Ts I PLANNING DIVISION D3/29 /17 FIELD BULLETIN #3 LANDSCAPE IMPROVEMENT PLANS FOR: 04/14/17 SIGNED APPROVED PLANS VIASAT I GROVE SHT. ID SHEET NAME LC-3.02 CONSTRUCTION DETAILS 1-----f----+----------------+----+--+----f-----j I AP:,ROVED: . PLANNl~G ;;:ll~W:;;:N~B Y~:=;;:JM:;;:H;:=_ =;--;===P=::R~O=JE=c=· r=N=o=.==;-;:::D=R=A=W=I N=G=N=o=. ~~~g ~~.~--SUP 13-03 480-2N UAlf--11\ITIAL DESIGNCR Of. WORK F,l<VISION DESCRIPTON DA IE INITIAL DATE INITIAL OTHER APPfWVAL CITY APPROVAL ----------------------------------------------------------- 0 ------------------------------------------------------------------------------------------------------------------------------- / / , , ;'. ---------------------------------------------------_,,'i __ -------------------------------------------------------------------------------------- >-LL a Ct:: ~ UJ ~> ~□ 00 ___J UJ LL SECTION 'E' PLAN VIEW I 36'-0" FIELD VERIFY FIELD VERIFY FIELD VERIFY ,-------,-------7 I ,--__ t ______ 7 I I I ' I I I I I I I I I I I I I EXISTING TEL1VISION NOOK I I I I ' I I I I I I I I I I I I L ______ t------~ I L__ -. -------- ' EXISTING STORAGE ELEVATION 'A' STEEL FRAME SHALL NOT SLOPE WITH GRADE. SET HIGH END 1" FROM FINISHED SURFACE & MAINTAIN ELEVATION EXISTING FINISHED SURFACE IS SLOPED. 3'-0 11 1 '-6" ~ 1'-6" ' ' ,, ' a 0 -. I ' N ' I• a "' ' rf) >-N LL b a:: UJ -> ' ' co □ ,. ___J UJ LL ' I -. , • -. .1-,. ELEVATION 'B' OPEN CABINET CONDITION NOTES A. CONTINUOUS WELD ALL STEEL JOINTS B. GRIND ALL WELDS SMOOTH C. WELDS SHALL BE ON THE INSIDE OF STEEL JOINTS D. STUCCO FINISH SHALL BE SMOOTH, CONSISTENT AND FREE OF CRACKS, BUMPS OR DIVOTS E. DART BOARDS SHALL BE SET AT THE SAME ELEVATION 5'-8" FROM FINISHED SURFACE. F. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND INFORM THE LANDSCAPE ARCHITECT AND OWNER OF DISCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS G. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR STEEL DART BOARD CABINET TO LANDSCAPE ARCHITECT AND OWNER FOR APPROVAL 36'-011 FIELD VERIFY -j •••••• ' ••••••• I I .• ' I· ' I : 0i---.:...:-=!:....:~E..:....T~::..:/~....:.:"=E=-1'-0.:..:lf!..:....A=L=-L ------------------------------- EXISTING TELEVISION NOOK ON OPPOSITE SIDE OF WALL GROUNDLEVEL Landscape Architecture 2605 Stdte Strt'et, Suite B Sill l)1e~u, CA ':lllU] (61!)) ~25<99Q ~ruu11dlev~lsd co,n DI AT LEAST TWO DAYS BEFORE YOU DIG 'B' RT Expirotior Dote: 03-31-18 -----1---------1 17---1-------1 4 --------+l------1 5 --+----1----+-----118 c;: a:: a 1.1.J ';"> 0) 0 ___J LU LL 4-1/2" V V ,. 7\ • 9 L----- 12l-------ill SECTION 'A' ENLARGEMENT (x1 .5) 4-1 /2" A"" A' ------~ ----;3 -~----------1 7 7 \------~,,, .... ,-,,, ;-,~-----~-~---- ' ·.; 17l---~--■fl ' @f---___, _____ ..... ' 9 L___---- @1------+---s■- ' ' 9 l-------,\a=~ . ' ' ' . ' ' ' , ' / 4-1/2" It" I( 7\ /I 7 l-----~=~----~7SP r __ e:: L 17}----~-1 @,-~■--,;: -, I I ...J SECTION 'B' ENLARGEMENT (x1.5) 4-1 /2" ... I( 71 II 9 l-----"11"=~1 7 )--~ 9 i--------~- / / --------------- LEGEND 1. EXISTING C.M.U. BLOCK WALL 2. EXISTING STORAGE ACCESS DOORS 3. EXISTING TELEVISION (REMOVE & PROTECT DURING CONSTRUCTION) 4. EXISTING SWITCHES 5. EXISTING ELECTRICAL OUTLET 6. FINISH SURFACE OF ADJACENT PAVEMENT (SEE CONSTRUCTION PLAN) 7. 3/8" BLACKENED STEEL FRAME, ATTACH TO C.M.U. WALL WITH 401 STAINLESS STEEL 'TAPCON' PHILLIPS HEAD SET FLUSH WITH TOP FINISHED SURFACE OF STEEL WITH 1.5" DEPTH EMBEDMENT, 24" 0.C. 8. 3/8" BLACKENED STEEL 'L' BRACKET AT ELEVATION 'A'. ATTACH TO C.M.U. WALL WITH 401 STAINLESS STEEL 'TAPCON' HEXHEAD WITH 1.5" DEPTH EMBEDMENT, 24" O.C. 9. 3/8" BLACKENED STEEL 'L' BRACKET AT ELEVATION 'B' ATTACH TO C.M.U. WALL WITH 401 STAINLESS STEEL 'TAPCON' HEXHEAD WITH 1.5" DEPTH EMBEDMENT 16" O.C. 10. 1.5" STEEL PIANO HINGE WELDED TO INSIDE OF DART BOARD CABINET. PAINT MATTE BLACK . 11. STEEL DIAMOND LATH, ATTACH TO C.M.U. WALL WITH STAINLESS STEEL 'TAPCON SCREWS WITH 1" STAINLESS STEEL WASHERS@ 16" ON CENTER 12. 3 COAT STUCCO WITH SMOOTH FINISH. 13. CUSTOM EXTERIOR VINYL WALL GRAPHIC (PATTERN AT ELEVATION 'A') 14. CUSTOM EXTERIOR VINYL WALL GRAPHIC (MAP AT ELEVATION 'B') 15. ARTIFICIAL TURF ON FACE OF WALL, EPOXY TO PLYWOOD 16. ARTIFICIAL GRASS MATS ON FACE OF WALL, WIRE MATS TO STEEL MESH ON FACE OF CONCRETE WALL. SEE ENLARGEMENT BELOW 17. WELDED 2" SQUARE WIRE MESH ATTACHED TO CONCRETE WALL. SEE ENLARGEMENT BELOW 18. OUTDOOR DART BOARD, MOUNT ON CIRCULAR PLYWOOD BASE & ATTACH TO PLYWOOD AGAINST C.M.U. WALL WITH (4) 2" GALVANIZED 'U' BRACKETS 19. PAINT EXPOSED MASONRY AND GROUT LINES MATTE BLACK 20_ GRIP-PLATE TAB WASHER AND 1/4"X1-3/4" HEX WASHER-HEAD CONCRETE ANCHORS@ 18" O.C. 21. STEEL MUSIC WIRE@ 6" O.C. 22. 3/4" MARINE GRADE PRESSURE TREATED PLYWOOD. ATTACH TO C.M.U. WALL WITH 401 STAINLESS STEEL 'TAPCON' PHILLIPS HEAD WITH 1.5" DEPTH EMBEDMENT FINISH WITH (2) COATS OF SHERWIN WILLIAMS EXTERIOR GLOSS. CONTRACTOR SHALL SUBMIT R.FJ FOR COLOR SELECTION ---i---CLOSED CABINET CONDITION ' ' APPROVCD FOR /RR/CATION AND PLAN /INC ONLY, INCLUDING PRECISE LOCATION O~- PLAN TING AREA. "AS BUILT" 22\----+-__,_I ®f----+-o■■-! ' . ' SECTION 'C' ENLARGEMENT (x1 .5) 17l-------c---tl @1-------- SECTION 'D' ENLARGEMENT (x1 .5) 12/22/16 I st LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL 03/08/17 2nd LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL 03/27 /17 3rd LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL 03/29/17 FIELD BULLETIN #3 04/14/17 SIGNED APPROVED PLANS 16r------'---,~1,..._J ENLARGEMENT 'E': N.T.S. S-ffET # 09 CITY OF CARLSBAD PLANNING DIVISION SI-Ill IS 34 LANDSCAPE IMPROVEMENT PLANS FOR VIASAT I GROVE SHT. ID ~S=H=E""ET~N~A~M=E-----=------------1 LC-3.03 CONSTRUCTION DETAILS RCE___ EXP ____ ~ D1\TE ____ __1/1_'1;::""__:..,,J.><,,L•\ q-E:_{.).J:>ft '7-"f-17 I A~PROVED: l - t-----------------------;_1-_-_-_-_-_1-_-_-_-_1-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_~---_-_-_-_-_-_-_-_-_-_-+t-_-_-_-_-_i_-_-_-_----l'--_-_-_-_-+-i---_-_----l-i "LANNING R EVIE WEJ BY: l-=--cc-1~~-+----------------+---c-:--:-=--t-----:::-c-:-+-c:-=::--r-----:--i ~U~W=;:N=;:;EJ Y~. ,=;JM;:H;===;--;===P==R=O=JE=c=, r=N=o=_===;-;:::O=R=A=W=I ~=c=N=D~. DAil: INITIAL UATE INITIAL DATE INI l,AL CHKO BY: BL UESIGNER OF WO,, REVISIOI\I J[SCRIPTiON OTHER APPROVAL CITY APPROVAL R\/WIJ ~Y: SUP 13-03 480-2N 11\SPECTOR DATF 1 - --- /' ~ I I m:= PLAN - _ .. '·' ' ... ELEVATION ~ LL. 0 c.. I- 0 z ::;; 0 ' 00 ENLARGEMENT A SCALE: 3" = 1'-0" . .. . .. ' ... OPEN WOOD SLAT PRIVACY SCREEN SCALE: 314" = 1 '-0" r:::============::i-.----{2 6 1--t+-t-----t -----+--++----./ 3 ~ I ---=------=--- 6'-011 ... . ., " , .... .... ,,. . ... ' OPEN CENTER WOOD SLAT------ ASSEMBL Y WITHIN BEAM WEB ----------- h----+----,-1-->---~2 6 1-t+--+----- ENLARGEMENT B SCALE: 3" = 1'-0" / / / ,/ / /,• -/ J/ I_,/ I • / / / . 36'-0" (6) PANELS AT FREE STANDING LOCATION 42'-0" (7) PANELS AT SHADE STRUCTURE B LOCATION 3 4 BEYOND -------- .... 0 5 .... 4 11 __ --o. TYPICAL SECTION @ ANCHOR PLATE (ENLARGEMENT) SCALE: 3" = 1 '-0" 6'-0" TOP OF SCREEN TO BE PERPENDICULAR TO POSTS ..... ---. . OPEN . ' .... ,.,.,.,., ... , ..... -·-, .. •,,, ). ,,, GROUNDLEVEL Landscape Arc hi tee tu re 26U5 Stdt~ Str""t, Sult" B 5sn lJ !!go, CA '.12101 (519) 325·1'.JY0 grouridl~~el5d corn OPEN DIGA RT -DIAL TOLL FREE "' 811 UNDERGROUND SERVICE ALERT . I OF SOUTHERN AT LEAST TWO CALIFORNIA DAYS BEFORE YOO DIG ~llOSCAp, ~@!'<;J LEN,i'ff-1:'B ;f. Qi 1.171 ci, ~ "~ 0 ~ :i ~~ ~ . ~ ":',;17 7 .. o ... ..,. ;'\~ Expirotir.m ,h.,,.. ,..,-i4-Dote: or CAL\~ 0331-18 . . OPEN Af-JPF!UVEO ror'( IF!k!GA noN ANO PLANTING ONLY, 1/\/CLUOI/\/G Pkf-C/S[ LOCA TIO/\/ or PLAN 7J/\/G AkcA. "AS t::3 L I LT" RC~ EX~. DATE REVl[WlD BY: INSPlCTOR DATE 4 12/22/16 03/08/17 03/27/17 03/29 /17 04/14/17 DATF 5 6 TYPICAL SECTION THROUGH POST (ENLARGEMENT) SCALE: 3" = 1 '-0" . ..... . l~ITIAL r- ✓ SEE TYPICAL SECTION ENLARGEMENT ABOVE \.._ -../ 61-011 OPEN I st LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL 2nd LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL 3rd LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL FIELD BULLETIN #3 SIGNED APPROVED PLANS UESIGNER OF WO~K REVISION DESCRIPTION i LEGEND 1. 6"X8" STEEL I-BEAM PER STRUCTURAL ENGINEER PLANS 2. 1/4"X8" WIDE STEEL PLATE TOP BAR 3. 2"X6" DASSO SUPPORT WITH ROUTED CHANNELS 4. 1 "X8" DASSO LUMBER SLATS AT 45 DEGREE ANGLE 5. COUNTERSUNK SCREWS -WOOD SLATS TO WOOD FRAME WITH #10 1/4" LONG COUNTER-SUNK GALVANIZED FLAT HEAD SCREWS EACH END. 6. TEK SCREWS HWH 12-14x2" AT APPROXIMATELY 18" OC. TO CONNECT WOOD SLAT ASSEMBLY TO STEEL BEAM. STAGGER SCREW LOCATIONS ON BOTH SIDES. 7. MULCH PER MULCH PLAN 8. CONCRETE FOOTING AND REBAR PER STRUCTURAL ENGINEER'S PLANS 9. BASE AND SUBGRADE PREPARATION PER GEOTECHNICAL REPORT 10. FINISH GRADE 11. ANCHOR PLATE WELDED TO I-BEAM POST PER STRUCTURAL ENGINEER'S PLANS 12. ANCHOR BOLTS PER STRUCTURAL ENGINEER'S PLANS NOTES A FIELD MEASURE WOOD PIECES TO FIT BETWEEN STEEL BEAMS PRIOR TO CUTTING. B. ASSEMBLY WOOD SLATS AND SUPPORTS PRIOR TO INSTALLATION BETWEEN BEAMS. C. WOOD SLATS AND SUPPORTS ASSEMBLY TO BE SET INTO BEAM WEB. D. WOOD SLATS AND SUPPORTS ASSEMBLIES TO BE PARALLEL AND PERPENDICULAR TO STEEL BEAMS AND AT THE SAME ELEVATION. E. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO FABRICATING . F. STEEL POSTS SHALL BE COATED WITH TNEMEC PAINT SYSTEM PER SPECIFICATION SECTION 09 96 01. COLOR TO BE DETERMINED BY LANDSCAPE ARCHITECT. SEE ENLARGEMENTS A & B ABOVE LEFT /~.------------1 2 0 -!+o-------{3 '' ....... . ----c+----+---1 4 ., .. ,.,,,.,.,, , .. , .. ., .. 121--~ 0 . .. ,,... 10 SECTION I SllO T# I Cl'J'Y OF CARLSBAD SHE[TS ! ' 34 PLANNING DIV'SION LANDSCAPE IMPROVEMENT PLANS FOR: VIASAT I GROVE SHT. ID SHEJ::'l' NAME LC-3.04 CONSTRUCTION DETAILS I APP.";UVlJ_: _ rt~al E::.(,\...,,j\-_ -t; . "T -I_]_ I c,- PLI\NN'NG DWN BY: JMH PROJECT NO. DRAWING NO. CJ\ ff INITIAL DATE 1NIT1AL CHKD BV: B_L_ --SUP 13-03 480-2N OTHER AP 0 R0VAL CITY APPROVAL RVWD BY: SEE ENLARGEMENT, LEFT PERFORATED PANEL ATTACHMENT SCALE: 1/4"=1'-0" 1 I 8 l-----~I I I 6 )------ 1 ~ I 2 I 3 1------..o-,~ I I I 6 1 2 3 l------'D-'- I I I 4J------I I I I le,-- 6 ' le-,.; I 81-----~' 1 6 1 ~ 2 13'-51/2" 10'-0 1/2" .. -------- --. . ,. .. -/ PLAN VIEW SCALE: 1 /4" = 1 '-0" 1 NOTES A. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO FABRICATING. OVERHEAD SHADE STRUCTURE 'A' SCALE: AS NOTED 40'-4" 13'-51/2" 10'-11/2" 10'-11/2" ---. - . ·:. --------,- . ;,- . ,- ,-----,.. .. J 1 -- ... ... __ ·1.·.:.:.:.:.:.:.. .. __ .. 13'-5 1 /2" 10'-0 1/2" H ... ·:: . .-·:= . -'::,,P .. .'.' .. I I -JI I I -.~JI .. . I ... I I .. I I I --·.-.--'--'-I ... JI ' :~JI I I I I I I .·: I -: :: . ;,,:.. J I o-o~o~o~o~o~o~o-o~o~o~o~o~o~o~ I ogogogogogogogogogogogogogogog I 000000000000000000000000000000 uouooooooooooouooououooooouooo I gagogo~o~o~o~ogogogogogo~o~o~o oooooooooooooouooooooooooooooo I ogogogogogogogogogogogogogogog I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ogogogogogogogogogogogogogogog I 000000000000000000000000000000 I 000000000000000000000000000000 gagogogogogogogogogogogogogogo I ugogogogogogogugu~11~11gcigogogog 000000000000000000000000000000 I 000000000000000000000000000000 gogogogogogogogogagogogogogogo ogagogogogogogogagogogogogogog 000000000000000000000000000000 gogogogogogogogogogogogogogogo . 000000000000000000000000000000 o ;:'. o;:'. o ;:'. o ;:'. o ;:'. o ;:'. o ;:'. o ;:'. o ;:'. o ;:'. o ;:'. o 2 o ;:'. o;:'. o ;:'. . - 1 \ PERFORATED PANEL ATTACHMENT ENLARGEMENT SCALE: N.T.S. ~ ~ 0 ~ ' "" ~ ~ ~ ~ ' "" ~ ~ 0 ~ ' "" ~ ' ,-.. ~ ~ "' ' "" a 2:! ~ LEGEND 1. 8"X8" I-BEAM PER STRUCTURAL ENGINEER PLANS 2. 8"X12" I-BEAM PER STRUCTURAL ENGINEERING PLANS 3. ROMAN SHADE LEADER CABLE ASSEMBLY 4. ROMAN SHADE MATERIAL-SEE CONSTRUCTION LEGEND 5. PERFORATED STEEL PANELS WITH ATTACHMENTS 6. 2"X10" STEEL BEAM -SEE STRUCTURAL ENGINEERING PLANS 7. 8. " '. '. LG NEON 2 72 CELL PV PANEL 1 "X1" ANGLE IRON a co ' "" ~ "' ' "' N -~ "" ' "" 6 GROUNDLEVEL Landscape Architecture lUU5 Sta:c• Strlllll, 5u1se B Sari Diego, CA 92103 IU19J 325-1990 grour dlevelsd.cor, c:, I M a ' M CONCRETE FINISH (A1/A2) 4'-0" #25 TOPCAST FINISH CAULKED ISOLATION JOINT #50 TOPCAST FINISH (OPTION #1 SPECIFICATION) 100% SEEDED AGGREGATE FINISH 60% 3/8" AGGREGATE 'DEADWOOD' 40% CHIPSEAL 'GOLDEN C' INTEGRAL COLOR: DAVIS COLORS 'PALOMINO' NOTE: AGGREGATES SHALL BE WASHED CLEAN OF ALL FINES NOTES A CHIP SEAL & AGGREGATE IS AVAILABLE AT DECORATIVE STONE SOLUTIONS. RANDY JURGENSON (800)699-1878, randy@decorativestonesolutions.com B. CONCRETE SHALL BE TYPE 3 PER CONSTRUCTION SCHEDULE. c:, ' M CONCRETE FINISH (A1/A2) 4'-0" #25 TOPCAST FINISH SAWCUT JOINT ·.#50 TOPCAST FINISH (OPTION #2 SPECIFICATION) 100% SEEDED AGGREGATE FINISH 80% 3/8" AGGREGATE 'DEADWOOD' 20% CHIPSEAL 'GOLDEN C' INTEGRAL COLOR: DAVIS COLORS 'PALOMINO' NOTE: AGGREGATES SHALL BE WASHED CLEAN OF ALL FINES c:, ' M a ' M CONCRETE FINISH (B) 4'-0" STABILIZED DECOMPOSED GRANITE PER CONSTRUCTION SCHEDULE <7 <7 LI LI #5 TOPCAST FINISH <7 Ll <7 SAWCUT JO~T LI LI Ll<J Ll ,.j <J ,.j <J <J Ll <J ,.j <J <J Ll #25 TOPCAST FINISH ,.j 4J Ll <J <J Ll (SPECIFICATION) INTEGRAL COLOR: DAVIS COLORS '#860 GRAPHITE' Ll <I 'i <J 2 ------------------0 PAVING MOCKUP SCALE: 1112" = 1'-0" DIG RT APPRO\/EO FOR !RR/GA TION ANO 12/22/16 '1st LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL lslHlcT#I~. CITY OF CARLSBAD SHEETS PLANTING ONLY, IN CL U 0/J\/ G 03/08/17 I 2nd LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL 34 • -~LA~NING QIVISION f--!RECISE LOCA /ION OF 03/27 /17 3rd LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL DIAL TOLL FHEE ~ '' "' . ---- 811' UNDERGROUND PLANTING AREA. 03/29/17 FIELD BULLETIN #3 LANDSCAPC: lMPROVEMEN'J' PLAJ\S FOR: SERVICE ALERT 04/14/17 SIGNED APPROVED PLANS VIASAT I GROVE OF SOUTHERN ATLEASTTWO CALIFORNIA "AS BUil T'' l ~-·-- DAYS BEFORE YOU DIG t-------SHT. ID SHEET NAME ----LC-3.05 CONSTRUCTION DETAILS V;,!.OSCA.pc ,:SO'#<:; LEN,i'Yf "l,i,C' kPPROVFD: ~\ s "i 4.01 ,j, ~ RCE Ex::i. DAE c_:V '=.l)~it_ ~-~-17 (.J .,, 0 !""I ---" ' -' ;, ' -i LANNING .. l'-tJti'--J ... REVIEWED BY: ~4 417 -ow~ BY: JMH PROJECT NO ~I DRAWl~G NU. o~.. ,~ Expirr..:tio,7 DATE IN JAL CATE l~ITIAL DAE INITIA_ ,>.._c,,,, ,-w~,{~ ,Jote: REVISIO1" DESCRl::i-ON CHKD BY: BL SUP 1 3-03 480-2N 01' CAL 1' 03-31 18 DESIGNFR OF WORK D fHER APPRUVA CITY APPROVAL RVWD BY: INSPECTO" CATF I I I ' EQ -- I 10 . I 2 40'-4" , EQ EQ , i/® LEGEND 1. 8"x8" I-BEAM PER STRUCTURAL ENGINEER PLANS 2. 8x12 I-BEAM PER STRUCTURAL ENGINEER PLANS 3. N/A NOTES A. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO FABRICATING . I I \ I ~2 T---------------------------n',--------~'1---------------:------~',--------~·-------------------~_;'_j I 4. FINISHED SURFACE OF ADJACENT PAVING, SEE CONSTRUCTION PLANS 5. ROMAN SHADE -SLIDE ON WIRE ASSEMBLY B. STEEL POSTS SHALL BE COATED WITH TNEMEC PAINT SYSTEM PER SPECIFICATION SECTION 09 96 01. COLOR TO BE DETERMINED BY LANDSCAPE ARCHITECT. 1 ELEVATION 'A' 11 '-8" EQ EQ I I I IDl I I I I ' I 6 I ' I : I ' -----! 1 I I I I I I I I I I I I I I I I I ! • I • • . ' . , . • . . ' 7 • , . . . SECTION 'B' . • -• • I \/ / 1 ', OVERHEAD SHADE STRUCTURE 'A' ' SCALE: 1/2"=1'-0" \.....___,. I 1~1 I I I I I I I I I I I I I I I I I I I ~ 11 1-811 D 1 C ,_ I I I I I I 8 TYP. 52'-4" I -----/1 I I r--------® I I I I I I I I I I I I I DIGA DIAL TOLL FREE 811 "C~ I ct_ RT "' UNDERGROUND 15'-4" D 7 APPROVED roR /RR/GA !ION AND PLANTING ONLY, INCLUDING PR[C/SI:_ LUCA TIO/\/ Of- PLANTING AREA. 12/22/16 03/08/17 03/27 /17 03/29/17 04/14/17 C 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 ' ! ' . • • 4 I I ~ 13'-8" EQ 10 \ 6 1 . 7 - I st LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL 2nd LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL 3rd LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL FIELD BULLETIN #3 SIGNED APPROVED PLANS 6. 2"X10" STEEL BEAM PER STRUCTURAL ENGINEERING PLAN 7. CONCRETE FOOTING AND ATTACHMENT PER STRUCTURAL ENGINEER'S DRAWINGS 8. ROMAN SHADE LEADER CABLE ASSEMBLY 9. FEATURE WALL -SEE SHEET LC-3.03 10. LG NEON 2 72 CELL PV PANEL 11. POLAR BEAR 111 FLAT ROOF MOUNTING SYSTEM EQ I T I I : I l_.._--11 I I I I I I I I I I I I I I I I I S-IFFT # 12 4 I CITY OF CARLSBAD PLANNING DIV S10'-I LANDSCAPE IMPROVEMENT PLANS FOR: M LEAST rwo DAYS BEFORE YOU DIG SERVICE ALERT OF SOUTHERN CALIFORNIA "AS BUILT" VIASAT I GROVE t---t----t-----------------1----l---1----_j_ _ _J S HT. 1D '°SCi:HmE~E;;;-T'NccA"M"E"' -------------j GROUNDLEVEL Landscape Architecture 2603 Sidle Stre~t, S~lte B 5on u.e~o, CA 9l103 (6191 325-l<J<JU groundlevelsd.com [xpirotion Date: 03 31-18 RCE __ _ R[VICWCD :3Y: INSPECTOR EXP. ___ _ lJAll CATE INITIAL DATE DESIGNH~ OF WO.~ . .<. DATE INITIAL DATE INI 1·1AL REVISICI\I J:CSCRIPIION OTHER AP 0 R0VAL Cl TY APPROVAL LC-3.06 CONSTRUCTION DETAILS 0 LANN1NG lJWN tlY: =JM~H~_ CHKD BY: B~L __ RVWD BY: PROJECT NO. SUP 13 03 ~-------__J Df,AV/INC NO. 480-2N ------------------------------~=-~·------~~-----------7\ '/\ r----------------------------------------------------------------- > / ( 1 - ~ JI n I I I I I I _l_L_I I I L __ _ SECTION I ELEVATION A ' , I I I 13 EQ ,------------ 1 I I EQ !07 , I -r·· .----1 !07 27'-6" ' ' 1 2 18'-0" EQ !07 1 7 I I I EQ 1 6 14 1 1 .• EQ !07 12 Jy ....------ -0 ------{1 I . • . • - • • 3 2 }----: : --------------------------~ -:--+1---------------------------: +--:-t--,-----------------------+~ ' ' I I I \ 1 }---- ... •• I i ' ELEVATION B "', OVERHEAD SHADE STRUCTURE 'B' I SCALE: 1/2"=1'-0" I m~~ ,,•:, ,• :•, • •••• •••••••••••• ••• •• ••••••, • • .............. ..... . ,, Landscape Architecture 2603 St~te Street, Suite;, Sall D eg•J, CA ~2103 (61~1 3L5·1~~U groundl~vel,d.corn ,. '., ....... , .... DIGA .· DIAL TOLL FREE §J""1 'l~ !JAYS BEFORE YOU DIG RT " UNDERGROUND SERVICE ALERr OF SOUTHERN CALIFORNIA Expirotior: Dote: 03-31-18 LEGEND 1. 8"X8" I-BEAM PER STRUCTURAL ENGINEER PLANS 2. 8"X12" I-BEAM PER STRUCTURAL ENGINEERING PLANS 3. CONCRETE FOOTING AND ATTACHMENT PER STRUCTURAL ENGINEERING PLANS 4. SOIL PER GEOTECHNICAL REPORT 5. EXISTING CONCRETE PAVER 6. ROMAN SHADE MATERIAL -SEE CONSTRUCTION LEGEND 7. NIA 8. NIA 9. PRIVACY SCREEN SEE 1/LC-3.04 10. STEEL BEAM PER STRUCTURAL ENGINEERING PLAN 11. N/A 12. ROMAN SHADE LEADER CABLE ASSEMBLY -SEE CONSTRUCTION PLAN 13. EXISTING BANQUETTE 14. EXISTING FIRE TABLE NOTES A. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO FABRICATING. ------------ . . . . . . . . : A APPROVED /-OR !RR/GA /ION ANU PLANTING ONLY, INCLUDING PRl:_C/S[ LOCA T!ON OF PLAN TING ARF A. "AS □UII T" RCl __ _ EXP ____ _ DA ff RFVlcWEJ BY: INSPECTOR DATE - OJ 12/22/16 03/08/17 03/27 /17 03/29/17 04/14/17 It 28'-0" I 7 i ' ' EQ ' + J_I -J T -C ' ' ' ' ~ ! ~ ~ j_ ,_c -i -:1., i : i ' EQ -.. _-r~I ll~ ' i ' J LI I i ' I ' I I I -I ' _I_ I ' -..L ] ' , I I, ~ I a LU I ' -'' f=!=:::::::;:======:::::;::===~=============t:1----"-·G-' -tfl -{] 11 I II ~, I J ' I ' ! n.JJ ' i ' ' 1 -' _lJ_ - ' ' I I I I ' ' I I~ I '----'I I -,1 ' -, I =,•r=~ -- H H 1· --- ' 2 PLAN VIEW SCALE• 1/4" = 1'-0" .+ ,,, _,.. I st LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL 2nd LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL 3rd LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL FIELD BULLETIN #3 SIGNED APPROVED PLANS i i t i I -'-' ' .... ' ' f + . ' • ' I 1+ I ,.!. . -,. . ...... ~, .. -·· . - .. .. ,!, 1 i - ' L.. - -- -. I !I b a ' i:c LU ~ .l. -{] i i i t ;·.;,..._ G-' ' J i I • a LU ' 5' llET # 13 CITY O ~· CARLSBAD PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS Ji'OR: SHEETS 34 VIASAT I GROVE t----l---+----------------l-------1---1------l------l SHT, ID rcSc;cH"'E,;c;E"'T'Nc-A"li"'IE,;-----------____j LC-3.07 CONSTRUCTION DETAILS 1-----+---+-------------+---1------1-----1-------l 1:~:~l:~cD~ (~\ ~-tj~--~-~.\71 ~D~W~N=~BY~:7JM:.ii_H:;=_=_=-7r==~P::::::R::::::OJ=,==c~T=N=o=.==;;::D=R=A=W=IN=G=N=O~. ~~~1~ :~~ -SUP 13 03 480-2N DA TF: lr--..lTIAL DESIGNER OF WORK REVISION D[SCRIPTON CAil INITIAL DATE INITIAL CTHER APPROVAL CITY APPROVAL GENERAL NOTES RECYCLED WATER NOTES RECYCLED 1~1 t\ TER SYSTEM (PRIVATE) SH[[T TITL[ SH[[T NUMB[R l'--co 1, ALL WORK SHALL 8£ DON£ IN ACCORDANCE WITH TH[ CARLSBAD MUNICIPAL WA T£R DISTRICT'S RULES AND REGULATIONS, 2. DRINKING WA T[R FOUNTAINS AND O[SIGNA T£D OUTDOOR £A TING AREAS SHALL 8£ PROT£CT£D AGAINST CONTACT WITH RECYCLED WA T[R SPRAY, MIST OR MISTING. 3, 4, 5. 6, 7, 8, 9, · 10, BEST MANAGEMENT PRACTICES SHALL 8£ US[D TO £UM/NAT[ OR CONTROL TO TH[ BEST [XT£NT POSS/BL[ PONDING, RUN-OFF, OVER-SPRAY, AND MISTING. HOS£ BIBS AR[ STRICTLY PROHIBITED. CROSS-CONNECTIONS BETWEEN RECYCLED WA T£R LINES AND POTABLE WA T[R LINES AR[ STRICTLY PROHIB/T£0. NO SUBSTITUTION OF PIP[ MATERIALS WILL 8£ ALLOWED WITHOUT PRIOR APPROVAL OF TH[ CITY OF CARLSBAD lv/UNICIPAL WATER DISTRICT, ALL MAINLINE PIPES SHALL HAVE WARNING TAP£ PER CARLSBAD MUNICIPAL WA T£R DISTRICT'S RULES AND REGULATIONS. HOURS FOR /RR/GA TION WITH RECYCLED WA T[R AR[ FROM 10: 00 P.M TO 6: 00 AM TH[ HOURS FOR IRRIGATION WITH DISINF£CT£D T£RTIARY RECYCLED WA T£R MAY 8£ MODIFl[D BY TH[ LOCAL AUTHORITY, IRRIGATION DURING PUBLIC US[ PERIODS WITH DISINF£CT£0 T£RTIARY R[CYCL[D WA T£R SHALL 8£ UNDER TH[ SUPERVISION OF TH[ O[SIGNA T£0 US[R SUPERVISOR, /RR/GA TION WITH WA T£R OF A L[SS[R QUALITY THAN DISINFECTED TERTIARY R[CYCL[D WA T£R SHALL B[ B[TW[[N TH[ HOURS OF 10: 00 P.M TO 6: 00 AM BURIAL OF ALL WIRING AND PIPING SHALL M££T CARLSBAD MUNICIPAL WA T£R DISTRICT RULES AND REGULATIONS, NON-D£SIGNA ffD USE AREAS SHALL BE PROT£CT£D FROM CONTACT WITH RECYCLED WA T£R, WHETHER BY WIND BLOWN SPRAY OR BY DIRECT APPL/CATION THROUGH /RR/GA TION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYST£M OPERATION IS STRICTLY PROHIBIT[O, 11, IRRIGATION HEADS SHALL 8£ RELOCA T£D OR ADJUST£D TO MINIMIZ£ OR EL/MINA T£ OV[R- SPRA YING ON SIDEWALKS, STREETS AND NON-D£SIGNA TED US[ AREAS, 12, RECYCLED WA T£R QUICK COUPLING VAL V[S SHALL BE OF A TYPE DESIGNED FOR TH[ 13, US[ ON R[CYCL[D WA T£R DISTRIBUTION SYST£MS PER CARLSBAD MUNICIPAL WA T£R DISTRICT'S RULES AND REGULATIONS, ON RECYCLED WATER SYST£MS, ALL APPURT£NANC£S (SPRINKLER HEADS, VALVE BOXES, £TC) SHALL 8£ COLOR-CODED PURPLE P[R AWWA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA H[AL TH AND SAFETY COD[. 14, ALL /RR/GA TION PIP[ SHALL BE STENCILED WITH WARNING, "NON-POTABLE OR RECYCLED WAT[R", COLOR-COOED (PURPLE) AND LAID W,TH WARNING TAPE AND STENCILING ORIENTED TOWARD TH[ TOP OF TH[ TRENCH P[R TH[ CARLSBAD MUNICIPAL WA T[R DISTRICT'S RULES AND REGULATIONS, 15, 16, ON NEW ON-SIT£ SYST[/y/S (POST-MET£R), POTABLE WAT£R, CONSTANT PRESSURE RECYCLED WA T[R AND S[W[R LINES SHOULD BE PLACED A MINIMUM OF FOUR F[[T APART OR AS DIR[CT[D BY TH[ PROJECT £NGIN££R AND/OR REGULA TORY AGENCY, MEASUREMENTS SHALL 8£ BETWEEN FACING SURFACES, NOT PIP[ CENTERLINES, CONSTANT PRESSURE R[CYCL[D WA T£R LINES SHALL CROSS AT LEAST TWELVE INCHES BELOW POTABLE WATER LINES AND MAINTAIN AT LEAST TWELVE INCHES CROSSING S[PARA TION BETWEEN OTHER UTIL/Tl[S, 17. IF A CONSTANT PRESSURE RECYCLED WATER LIN£ MUST 8£ INSTALLED ABOVE A POTABLE WA T[R LIN[ OR LESS THAN TWELVE INCHES BELOW A POTABLE WA T£R LIN£, THEN THE RECYCLED WA T£R LINE SHALL 8£ INSTALLED WITHIN AN APPROVED PROT£CTIVE SLEEVE AS PER THE CARLSBAD MUNICIPAL WA T[R DISTRICT'S RULES AND REGULATIONS. 18, 19, 20, 21, THE REQUIRED CROSS-CONNECTION SHUTDOWN T£ST SHALL MUNICIPAL WA T£R DISTRICT AND THE SAN DIEGO ENVIRONMENTAL HEAL TH. BE DON£ BY TH[ CARLSBAD COUNTY DfPARTMENT OF TH[ R[QUIR[D CROSS-CONNECTION INSPECTION SHALL 8£ DON[ BY £/TH[R TH[ CARLSBAD MUNICIPAL WA T£R DISTRICT AND/OR TH[ SAN DlfGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH, COPl[S OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY, TH[ DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WA T[R "DO NOT DRINK" SIGN SHALL 8£ CALLED OUT ON TH[ PLANS. WHEN R[CYCL[D WAT£R BECOMES AVAILABLE, AN ON-SIT[ USER SUPERVISOR SHALL BE DESIGNA ffD IN WRITING, THIS INDIVIDUAL SHALL 8£ FAMILIAR WITH PLUMBING SYST£M WITHIN TH[ PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS-CONNECTION PROTECTION, THE RECYCLED PUR[YOR'S RULES AND REGULATIONS AND TH[ SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM, COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE CARLSBAD MUNICIPAL WA T£R DISTRICT. IN CASE OF EMERGENCY CONTACT BOB ROTA OR AFTER HOURS CONTACT BOB ROTA AT 760-476-2468 AT 760-476-2468 SIGNAGE • NOTES THE FOLLOWING GUIDELINES FOR THE US[ OF RECYCLED WA T£R ARE TO BE PERMANENTLY POST£0 INSIDE THE DOOR OF fACH CONTROLLER WH£R[ TH[Y ARE £ASIL Y VISIBLE, PLACE ON 8-1/2" X 11" SIZ[O SIGN, COLOR: PURPLE BACKGROUND WITH BLACK L[TT£RING, 1, GUIDELINES FOR RECYCLED WA T[R US[ A 8, C, 0, [, F. G, /RRIGA ff BETWEEN TH[ HOURS OF 10: 00 P.M. ANO 6: 00 AM. ONLY. WA ff RING OUTSIDE THIS TIM£ FRAM£ MUST BE DON£ MANUALLY WITH QUALIF/£0 SUPERVISORY PERSONNEL ON-SIT£. NO SYST£M SHALL AT ANY TIME B[ LEFT UN,f..'TT£NDED DURING US[ OUTSIDE THE NORMAL SCHEDULE. I IRRIGA T£ IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING. THE APPL/CATION RAT£ SHALL NOT EXCEED THE INFILTRATION RA ff OF TH[ SOIL. TIMERS MUST 8£ ADJUST[D SO AS TO 8£ COMPATIBLE WITH TH[ LOWEST SOIL INFILTRATION RAT£ PRESENT. THIS PROCEDURE MAY Bf FACIL/TA T£0 BY TH[ [FFICIENT SCHEDULING OF TH£ AU TOMA TIC CONTROL CLOCKS, (/,£,, EMPLOYING THE REPEAT FUNCTION TO BRfAK UP THE TOTAL IRRIGATION TIME INTO CYCLES TH~ T WILL PROMOT£ MAXIMUM SOIL ABSORPTION). I ADJUST SPRAY HEADS TO £LIM/NA ff OV[RSPRA Y ONTO AREAS NOT UNDER TH[ CONTROL OF TH[ CUSTOMER, FOR [XAMPLf, POOL DECKS, PRIVATE PATIOS AND LOTS, AND STR££TS AND SIDEWALKS, I MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZf EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, [TC, SHOULD B[ 'REPAIRED AS SOON AS THEY BECOME APPARENT. TH[ LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR EOUCA TING EACH EMPLOYEE AND ALL MAINT£NANC£ PERSONNEL ON A CONTINUOUS BASIS, REGARDING THE PRESENCE OF RECYCLED WATER. MAINTENANCE PERSONNEL MUST BE INFORMED THAT WA T£R IS FOR IRRIGATION PURPOSES ONLY AND IS NOT APPROVED FOR DRINKING OR FOR HAND AND TOOL WASHING, ETC OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MOD/FICA TIONS TO ANY PRIVA T£ ON-SIT[ FACIL/Tl[S, SUCH CHANGES MUST B[ SUBMITT£0 TO, AND APPROVED BY, THE DISTRICT £NGIN££RING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 1. ALL RECYCLED WAT£R SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH /0£NTIFICA TION TAGS. 2, A TAGS SHALL BE WEATHERPROOF PLASTIC, 3"x 4 ", PURPLE IN COLOR, WITH TH[ WORDS "WARNING RECYCLED WA T£R -DO NOT DRINK" IMPRINTED ON ON£ SID[, AND "AVISO -AGUA IMPURA-NO TOMAR" IMPRINTED ON THE OTHER SIDE. IMPRINTING SHALL 8£ PERMANENT AND BLACK IN COLOR, US[ TAGS AS MANUFACTURED BY T, CHRISTY £NT£RPRIS[S OR APPROVED [QUAL. B. ON[ TAG SHALL B[ ATTACHED TO EACH VALVE AS FOLLOWS: 1, ATTACH TO VAL VE ST£M DIR[CTL Y OR WITH PLASTIC TIE-WRAP OR 2, ATTACH TO SOLENOID WIRE 0/R[CTL Y OR WITH PLASTIC TIE-WRAP OR 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. ALL SPRINKLER HEADS SHALL 8£ /OEN TIFl[D AS RECYCLED WA T[R SPRINKLER HEADS. [ACH AU TOMA TIC CONTROLLER AND ITS ASSOC/A TED EQUIPMENT SHALL 8£ I0£NTIFl[D WITH A SIGN BEARING TH[ WORDS "R[CYCL[D WA T£R USED FOR IRRIGAT/01-1,'' IN ENGLISH AND SPANISH, WITH BLACK L[TT[RS 1" HIGH ON A PURPLE BACKROUND. TH[ SIGN SHALL 8£ PLACED SO THAT IT CAN 8£ READILY S££N BY ANY OPERATIONS PERSONNEL UTILIZING TH[ EQUIPMENT, DECLARATION OF RESPONSIBLE CHARGE: I H[R[BY DECLARE THAT I AM THE LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT, THAT I HA VE [X[RCIS[D RESPONSIBLE CHARGE OVER TH[ DESIGN OF THIS PROJECT AS O[FIN[O IN SECTION 6703 IOF TH[ BUSINESS AND PROFESSIONS COD£ AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT TH[ CHECK OF PROJECT DRAWINGS AND SP[CIFICA TIONS BY TH[ I CALIFORNIA I SYMBOLS LEGEND -RW_,_,_ --RC--- ON-SITE LANDSCAPE AREA IRRIGATED WITH RECYCLED WATER RECYCLED WATER SIGNAGE FIRE HYDRANT LOCATION STREET RECYCLED WATER LINE IRRIGATION RECYCLED WATER LINE ·······••DW ••••••••• DOMESTIC WATER LINE DOMESTIC WATER METER (EXISTING) RECYCLED WATER METER (EXISTING) BACKFLOW PREVENTER (EXISTING) · CROSS-CONNECTION TEST STATION (EXISTING) DOMESTIC WATER HOSE BIB WATER EFFICIENT LANDSCAPE DECLARATION: I I AM FAMILIAR WITH TH[ REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN TH£ CITY OF CARLSBAD'S LANDSCAPE MANUAL & WATER [FFICI£NT LANDSCAPE REGULATIONS, I HAVE PREPARED THIS PLAN IN COMPLIANCf WI TH THOSE REGULATIONS AND TH£ LANDSCAPE MANUAL. I C[R TIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. BY: BRAD LENAHAN ~ ~-'t--- PHON[ NO: (...Ji!JL) ~-s::=c7 R[GISTRA TION NO: [XPIRA T/ON DAT£: 03-31-18 ----------------4470 TITLE SHEET 14 RW MAP HYOROZON[ 15 /RR/GA TION PLANS 16, 17 -·- IRR!G. LEGEND & NOTES 18 < - !RR/GA T!ON DETAILS 19 I /RR/GA T!ON SPEC!F'ICA T!ONS 20,21 cry INSPECTION PROCEDURES: < C) N INSPECTION OF TH[ PROJECT SHALL 8£ PERFORMED BY THE LANDSCAPE ARCHITECT OF TH[ WORK, OR HIS O[SIGNA T£0 AGENT, R[F[R TO TH[ SPECIFICATIONS FOR TH[ SCHEDULE OF R[QUIR[D /NSP[CTIONS AND RfQU/RfD SUBMITTALS. FOLLOWING COMPLETION OF TH[ WORK, THE LANDSCAPE ARCHITECT OF THE WORK WILL CERTIFY THAT TH[ INSTALLA T/ON HAS B[[N COMPL[T[O BY SUBMITTING TH[ "C[RTIFICA TION OF COMPLETION" FORM A R[QU[ST FOR A FINAL LANDSCAPE INSPECTION BY TH[ CITY MUST ALSO BE MADE BY CALLING TH[ INSPECTION R[QU[ST LIN£. E-MAIL TH[ "CERT/FICA TION OF COMPLETION" FORM TO mikeelliott2@cox.net. LANDSCAPE INSPECTION REQUEST PHONE LIN£: (760) 602-4602. INSPECTION PROCEDURES CITY OF OCEANSIDE HIGH'/iAY 78 1, DISTRICT CONSTRUCTION INSPECTION SHALL INCLUDE: A R[QU/R[D SEPARATION BETWEEN POTABLE AND RECYCLED WATER LINES (HORIZONTALLY AND VERT/CALLY). B. PIP[ IO[NTIFICA TION, C, SL[[VING AT CROSSINGS. D. APPROPRIA ff MA T[RIALS AND MARKINGS, INCLUDING PROPER QUICK ,II' 0 ,_,,,,,-, .,,,,-.. I ~,,__.._, NOT TO SCALE SITE LOCATION APPROVED FOR IRRIGA TIO\ AND PLANTI\IG ONLY, INCLLDING PRECISE LOCATION OF PLANTING AREA 22, ALL PUBLIC AND PR/VA TE POTABLE WATER MAINS INCLUDING FIR[ MAINS AND ANY WA T£R WELLS AND WA T£R COURSES WITHIN TH[ R[CYCL[D WA T£R PROJ[CT SHALL BE SHOWN ON THE PLANS. CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH IS CONFINED COUPLERS. 0 -'\,'\ COJNTY OF SAN DIEGO DEP/\RTMENT OF ENVIRO~MENTAL HEt,LTH L/\~D ANC WATR QUALITY DIVISION CALL OUT ON TH[ PLANS IF TH[R[ ARE OR AR[ NOT DRINKING FOUNTAINS AND/OR TO A R£VI£W ONLY ANO DO[S NOT RfLlfVf ME BRAO LfNAHAN, LANDSCAPE ARCHIT£CT OF WORK, OF MY R[SPONSIBILITl[S FOR PROJECT D[SIGN, 23, i OESIGNA T£D OUTDOOR £A TING ARfAS ON THE SIT£. THESE PLANS HAVE BEEN PR[PAR[D IN SUBSTANTIAL CONFORMANCE WITH TH[ APPROVED 24, A PHYSICAL S[PARA TION SHALL 8£ PROVIDED BETWEEN ADJACENT AREAS IRRIGATED WITH R[CYCL[D WA T£R AND POTABLf WATER, S[PARA TION SHALL 8£ PROVIDED BY LANSCAPE CONCEPT PLAN, WA T[R CONS£RVA TION PLAN, FIR[ PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL R[LA T£D TO LANDSCAPING, DISTANCE, CONCRETE MOW STRIPS OR OTH[R APPROVED METHODS. FIRM NAME & ADDRESS: SIGN£0: GROUND LEVEL LANDSCAPE ARCHITECTURE 2605 STAT[ STREET, SUIT[ B SAN DIEGO, CA 92103 PHONE No:' ( ...Ji!JL) -=3-=2.=..5--'-'19'-=9-"0 _____ _ 25. ALL /RR/GA TION BACKFLOW PREVENT£RS SHALL BE TEST£D BY A CERTIFIED T£ST£R AND R[SUL TS MUST 8£ GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL WATER DISTRICT, PIPE BETWEEN TH[ M£T£R ANO BACKFLOW PR[V[NT[R SHALL BE "SCH[DUL[ K HARD COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN 8£ FOUND ON THE CITY WEB SIT£ AT http:/ /WWW, corlsbodco, gov/services/deportments/water /Oocumen ts/ recycledWaterback flowtesterlist.pdf for recycled or http:/ /www.carlsbadco.90v/services/ departments/woter/Documents/woterbackflowtesterlist.pdf for pot_oble or coll 438-2722, r BLACK LOGO REGISTRATION NO: 4470 [XPIRA TION DA TE: ~0~3~-~3~1_-~1.=..8 _____ _ / PURPLE BACKROUND 1 " 36" / f-_ (N.T.S.) WAR'ill\G RECYCLC:D WATER lJO NO I URINK BLACK LC:TI ERS RECYCLED WATER ---------~ In Order to Conserve Watec ... RECYCLED WATER IN USE DO NOT ORIN< DI -1 B" X 18" S!ZE NO TO~I~ ,'032 ALUMINcJVI, EL AGUA' ,060 ABS PLAS IIC OR STICK-ON Vii\ YL S GNS RT DIAL TOLL FREE 1 -800 -422 -4133 AT LEAST TWO DAYS BEFORE YOU DIG WASH HAI\DS AFTER CONT/\C-ING LAVESE SUS MANOS DESPUES DE USAR UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 2, 3, AN APPROVAL LETTER REGARDING TH[ INSPECTION OF TH[ PROJECT SHALL B[ OBTAINfD FROM TH£ CITY ANO TH[ DISTRICT, AND Bf FORWARDfD TO TH£ COUNTY HEAL TH DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL. CITY OF VISTA DISTRICT FINAL INSPECTION SHALL INCLIJ_DE; A SIGNAG[ INSTALLED PER PLAN, 8, CONTROLLER STICKERS, C, TAGGING OF VALVES. D, COVERAGE T£ST AFT[R COMPLETION OF TH[ SPRINKLER SYSTEM TO ENSURE PROT£CTION OF AREA NOT APPROVED FOR R[CYCL[D WATER US[, £. ALL ASPECTS OF TH[ IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF, AND PONDING. F, REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. G. R[QUIR[O PROTECTION OF WELLS, STREAMS, R[S[RVOIRS, ETC H. CROSS-CONNECTION TEST IF REQUIRED, PACIFIC OCEAN l ALGA cosr · AVE I, COLOR CODED, LAMINA TED CHARTS INSID[ EACH CONTROLLER, ANNUAL INSPECTION SHALL INCLUDE: CITY OF ENCINITAS VICINITY MAP A COMPL£T£ INSPECTION THAT WILL COVER A-I OF TH[ DISTRICT FINAL INSP[CTION, REVISIONS MUST BE APPROVED BY PUBLIC H[AL TH ENGINEER, CITY ENGIN[[R AND DISTRICT £NGIN££R PRIOR TO IMPL£M£NTA TION IN FIELD, 12/22/16 I st LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL ~~-, 03/08/17 2nd LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL 03/27 /17 3rd LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL ,-~~-+---t---------+---+-- 03/29/17 FIELD BULLETIN #3 04/14/17 SIGNED APPROVED PLANS ~---- GLEN~I _EEKS DA Tl ENVIRONME~TAL H:AL TH SPECIALIST "AS BU I LT" TITLE DATE Re.VIEWED BY: DATE CARLSBAD MU!'iICIPAL "WATER DISTRICT Ll-1.0 l SHFll 14 CITY OF CARLSBAD PLAN~lhG DIVISION PRII/A TE (O\S TE) RECYC_ED ,----+--WATER SYSTEM FOR: 34 SHEETS Sf' HAI\DS AFTER CO'HACTING LAVESE SUS MANOS D[SPU[S DE USAR CARL.SB AD MUN'CIPAL WATER DISTRICT VIASA T I GROVE DEVELOPERS NAf~E ____________ _ 12" X 36" SIZE .032 ALJf~INUM, .060 ABS PLAST C Ok STICK-ON VINvL SIGNS 1" 3LACK LETTERS 2" BLACK LETTERS rrYPICAL SIGNS C: \DRAI//ING FILES\TITLE SHEETS\RECYCLED WATER TITLE SHEET.Dl\'G 3/1/2016 GROUNDLEVEL Landscape Architecture 2605 State Street, Suite B Son Diego, CA 92l03 (619) 325-1990 groundlenlad corn ADDRESS: ~ TELEPIION[: ______ _ DATE ~LAN ~R::PARED: _____ _ Expiration Date; 03-31-18 DATE t!Y: DA Tc INITIAL ENG'NEER 0° WORK REVISION O'::SCRIPTION --7 ----1APPROVED I t----+----+---PLAN!\ ING +---t----t----1DRWN 3Y: PROJECT NO. DRAWING NO. JMH OATEc__L'-''N::..IT-'IA::..L+,::..DA~T::..E__1_:,IN-'IT~A::..L--t,=,,;:--;-:,;-"o;""-------1 CITY APPROVAL CHCKD BY: BL SU p l 3-03 G II l[R APPROVAL 480-2N SHEET _OfC ___,SHEETS ' ~ I ~ \ \ \ I I I I I @ '">---P---+---,___ 1\ --'<'"'"'">"' ~J:-·--·-----·-=-~~------·- .L_ I \ r---'--\ ---'----\ ___,__\ --'---1 _,___\ ...!!...___JJ_n ~----'--------'-~~C\ 0 @ APPENDIX F: W E LO WORKSHEETS Hydrozone Table for Calculating ETWU Please complete the hydrozone table(s). L"se as many tables as necessary. CITY OF CARLSBAD ESTIMATED TOTAL WATER USE ETWU) Hydrozone Number (1 -j \\;th SL-\ Zone Belo,v-use as m:my rables as necessary ro com lete all h\·drozones) fo·apoa:anspiration R.2.re To "" Com·ersioo Factor (Srcp 1 x Srep 2) Planr Factor (PF)><" (From \suCOLS) (Vl w -H\\7) (0.1 -0.8) :\re:i of Hydrozone (sq. ft.) (H.-\) (Step -4 x Step 5) Irogation Efficiency (IE)'~"'" Process Srep 2'0_ (Below) 2 3 4 3 6 7 2 3 4 L/7, D 0.62 0 (Step 6 ~ Step 7) s 5,q1 0 (Total .lJJ. Step 8 + Total 9 SL-\ s . ft. in Step 5) (Step 3 x Step 9) Estimated Total \\hner Use in g.tllons 10 per year (ET\VU) -T eta] shilll not exceed ).L-\\\'.-\ ETo* West of 1-5 = 40.0 E:ist of l -5 and West of El Ca.rnino Real = 44.0 East of El Camino Real = 47.0 Applicanc muy provide :i different ET a if supporti<:d by documenraa·on subjCcc to approval by the City Pl3.Ilning DinSion 8 16 32 c:, ' "' ~ II . ~ /7;;)_ J l 7 I _,,IE Micro-spray = .8() Spra_Y = .72 Rotor=.72 MP Rot2tor = .75 Bubbler ~. 75 Dnp =.80 Glas ir Design Irrigation Consu lting CID# 6004-glasirdesign. com 5 SL-\ GROUNDLEVEL Landscape Architecture 2605 State Street. Suite B 5~n Diego, CA 92103 (6191 325-1990 srounClevelsd.com DtAL TOLL FREE 81 1 ATLEASTlWO DAYS BEFORE YOU DIG I 0 C J • ~~ e, I ,,,, HYDRO ZO NE LEGE ND RT ON-SITE LANDSCAPE AREA IRRIGATED WITH RECYCLED WATER MED WATER USE SHRUBS IRRI GATION BY IN LINE DRIP APPROVED roR /RR/GA TION ANO PLANTING ONLY, IN CLUDING PRECISE LOCATION or PLANTING AREA. "AS BUil T" 12/22/16 03/08/17 03/27 /17 03/29/17 04/14/17 APP E NDIX F: WEL O W OR K SHEETS M aximum Applied Water Allowance ;\ landscape project subjecr co rhe Water Efficient Landscape Ordinance shall include the lvLA. WA for the plans) including the calculations used co determine the tvlAW.A. A landscape project shall not exceed the l\1.. ..\. 'V?.-\. The ~1Li\ WA for a landscape project shall be determined by rhc following equation: Residential: MAWA " (ETo)(0.62)[(0.55 x l.A} + (0.45 x SLA)) Non-Residential: MAWA " (ETo)(0.62)[(0.45 x LA} + (0,55 x SLA)] The abbrev,ations used in the eqt1ation have the follo,ving mea11ings: MaXllilum Applied Water • ..\llowance in gallons per year. Ev-apottanspiration in inches per year. Conversion factor to gallons per square foot. MAWA ETo 0.62 0.55 or 0.45 LA 0 .45 01" 0.55 ET adjustmenc factor (ETAF) for plane factors and irrigation efficiency. Landscaped area includes special landscaped area in square feet. The additional ET adjustment factor for a special landscaped area (1 .0 -0.55 = 0.45 or 1.0 -0.45 = 0.55) SLA Special landscaped area in square feet. Show Calculation: l_'-1 7, 0':o.Gaj [10,+s-x '1, t.fs0 +{o,s~x-'1/fb"~ I I I I 5, 7_00 .'{J -, -,/ .;-_ c; 1.1 rl Maximum Applied ~,.ater Allowance = __ _.!ZS_'-'---'-"J'-f--'"'"----!..:.IV'-__ gallons per year j City of Carlsbad Landscape Manual WELO Worksheets Water Efficient Landscape Worksheet This worksheet is filled out by the project applicant and lt is a required element of the Landscape Documenrncion Package. HYDROZO NE INFORMATION TABLE Please complcre rhe hvdrozone rablc(s) for ea ch hydrozone. Use as many tables as necessary to proT.--ide the square fo0tagc of landscape area per hydrozone. Controller Hydrozonc Zone Irrigation Plant Hydrozone % of Total # * or Method** Typc/F actor Area Landscaped Valve A nrc n , "'-"" 'j., Total *~vdrozonc v.L W -Vciy Low Water Use Plants L W • Lon· Water Use Plants .MW-Moderate Water Use Plants HW -High W.arer Use Pla.ars 1st LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL 2nd LANDSCAPE CONSTRUCTION DOCUMENT SUBMITT Al 3rd LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL FIELD BULLETIN #3 SIGNED APPROVED PLANS *** (PF) n (J ~ ,;,,,,Irrig:zdon Method MS = Micco-spray S =Spray R = Rotor B=Bubbler D =Ddp 0 =Other (Sa. Ft.) Area "'-'f-S(: i OO , 100% ' ~Plant Factor from WUCOLS JVor bSt :is TI':lter feawre as appropriate SHEET# 15 CITY OF CARLSBAD PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: VIASAT I GROVE SHEETS 34 SHT. ID '-S"'H"'E"'E"'T~NCCA-:CMC.E~--------------j Ll -1 .02 LANDSCAPE IRR IGATION PLAN RCE EXP. REVIEWED BY: I APPROVE_ D: DATE f--------------------1-I--_ -_ -_ -_ -_ _jJ-_ -_ -_ -_ -_ -+-1--_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ t+--_ -_ -_ -_ -_ -t-+ -_ -_ -_ -_ -_ t+ -_ -_ -_ -_ -_ -t-+ -_ -_ -_ -_ -~ PLANNING 1-----1-----1--------------------+--:-=-+--=-+--=-=-+-==c-1 ~D;::W::::N=;B;:Y=,=;;JM=;H;:==::;-;:===P=R=O=J==E=c =T=N=o=.==:;;:::D:::R=A=W=IN=,==G=N=O~. Expiration Dote: 03-31-18 IN SPECTOR DATE INITIAL DATE INITIAL CRHVWKDD BBYY:. B=L__ SUP 13-03 480-2N OTHER APPROVAL CITY APPROVAL DATE INITIAL DATE DESIGNER OF WORK REVISION DESCRI PTION I// r N/A 5.0 I I KEYMAP~ NOTTO SCALE 0 0 0 5 NOTTO SCALE DOMESTIC WATER: LATERAL NOT NEEDED FOR NEW HOSE BIB TIE IN 10 CONNECT TO THIS HYDRANT FOR TEMP DW HIGHLINE CONNECTION FOR TESTING, PRIOR TO ((:::::::: :. _ FINAL RW CONNECTION ; -. ', ffiiJ"--··--~·-··-· J-;·· '-.. !~------~~'·:_~--~-~ --- , / l l .. ,....!.... ____ ; POINT OF CONNECTION. EXISTING 2.5" RECYCLED WATER LINE. 97PSI STATIC PRESSURE AVAILABLE. REFER TO DRAWING 480-2L AND 480-2M. CONTRACTOR SHALL CONNECT TO EXISTING MAINLINE AND WIRES AT THIS APPROXIMATE LOCATION. 20 (-, j •·· "j' ,. I) D '-,'' 1· (.J'Y' _l _(i..:) .L ~--\.-,J CJtl GROUNDLEVEL Landscape Architecture lrrigah.on Cunsultin,~, Cf U# 6U.'4-g l :L>i rd,_:;;i K' 1. ,,:r_, 1 t 1 2605 S;ate Street, Suite a San D1eso, CA 92103 (&:9) 32S-1990 gro·Jndleve sd.coJT1 DIGA DIAL WLL FREE 811 ,, Ar LEAST TWO DAYS BEFORE YOU DIG - -----------------------~·-----·-'"" _______________ ------------------~---- RT " UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA Expiration Dute: 03-31-18 I ·/ I I r I ! I / J I ! / / STUB UP AND CAP WITH NO SERVICE TIE IN. 314" EXISTING COLD WATER SERVICE LINE (!) ~ Q ::::::! .::, er::, !IRRIGATION NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXISTING IRRIGATION EQUIPMENT DAMAGED DURING CONSTRUCTION AND IF DAMAGED. SHALL REPLACE WITH SAME MANUFACTURER AND MODEL. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND DISPOSAL OF ALL EXISTING IRRIGATION EQUIPMENT AFFECTED BY THE NEW CONSTRUCTION IMPROVEMENTS, IF NECESSARY. CONTRACTOR SHALL VERIFY ALL EQUIPMENT TO BE REMOVED AND DISPOSED OF IN FIELD PRIOR TO BIDDING WORK AND PRIOR TO STARTING WORK. 3. CONTRACTOR SHALL FIELD VERIFY DEPTH AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO BIDDING WORK AND AGAIN PRIOR TO STARTING WORK. VERIFICATION SHALL BE DOCUMENTED AND DELIVERED TO OWNER'S REPRESENTATIVE. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ALL SCH 40 PVC SLEEVING UNDER PAVING. WALLS AND CURBS AT NO LESS THAN 24" BELOW GRADE AND NO LESS THAN 2X DIAMETER OF IRRIGATION PIPE IN AREAS WHERE PIPE CROSSING WILL OCCUR. WHEN PIPE SIZE IS NOT AVAILABLE USE 6" SLEEVING MATERIAL. CONFIRM CROSSINGS WITH OWNER'S REPRESENTATIVE PRIOR TO PAVING AND HARDSCAPE CONSTRUCTION. 5. MAINLINE AND RELATED EQUIPMENT SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE AND RELATED EQUIPMENT LOCATION TO BE WITHIN PLANTERS AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. 6. BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. 7. I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN 8. REFER TO SHEETS Ll-2.01, AND Ll-3.01-3.03 OF THIS PACKAGE FOR IRRIGATION LEGEND, AND DETAILS 9. THE NEW IRRIGATION MAINLINE AND VALVES SHALL BE HIGHLINED AND CONNECTED TO A POTABLE WATER SOURCE PENDING SUCCESSFUL COMPLETION OF A CROSS-CONNECTION TEST PERFORMED BY CMWD AND DEH. FINAL CONNECTION TO THE EXISTING RECYCLED IRRIGATION MAINLINE IS TO BE PERFORMED ONLY AFTER APPROVALS FROM CMWD AND DEH. APPRQ\/[D f"QR /RR/GA T/ON AND 12/22/16 lstLANDSCAPECONSTRUCTIONDOCUMENTSUBMITTAL ITrJ C PLAN Tf NG QNL y /NCLUD/NG 03/08/17 2nd LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL s1H6EFT# IT Y Q f CARLS BAD p R [ CI S [ L O CA Tl ON OF" :o:.;3;_;12;::11;::1:::1 :::::::::::::::;:3,:;:d:;;L;:::A N:::D:::s;::c:::A:::P E;::c;::o:;:N:::s:;:T R:;:u:;:c:;:T1:;:o:;:N:;:D;::o:;:c:;:u;::M:;;:EN:::T;:::s:;;:u s:;:M;:::1 T=T A:;:L:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: P LA N N 1 '1 G D I v I s I o '1 PLAN T/NG A UL A' 1-0~3/_29~/_l 7-+----+-FIE_LD_BU_LL_ET_IN_#_3 __________ ~1-------+--+-----~ I LANDSCAPE IMPROVEMENT PLANS FOR i-----....,,.,,-A-s-' ._8_u_1_L,....,,. 1 , ,-:-, ----+c--□4"--'/l-"-4/_c.cl 7+-----+S'-"IG.:_:_NE==D_:_Ac.cPP_.c.:R.::_OV'-=E=-D c_cPL'--"AN.:.::.S _______ ---+--+-----+--1---1 --1 vi As AT I G Ro v E . I SHT. JD GSTCH-;-;E"''Ec;;;T~N;c-:A-;-M'"Ecc-----~--------1 1------+---+------------+--+---+------'-, ---1 Ll-1.03 LANDSCAPE IRRIGATION PLAN ,=A==P==P==R==o=v=E==D=: ='--'=====,===============;, ,~~ er-,8\ .... i\: '?-"t -1-, I PLANNING RC': __ _ EXP _____ _ DATF R[V!EWED BY: l~ISPECTOR DATE DATE l~ITIAL DES'GNER OF WORK REVISION DESCRIPTION Ji\TE INITIAL DATE INITIAL OTHER 1\PPROVAL CITY APPROVAL DWN BY: ~JM=H~_ I Cl-l'<D BY: B~L __ _ RVWD BY: PROJEC NO. SUP 13-03 11 l)RAWiNG NO. 480-2N I KEYMAP~ NOT TO SCALE 0 0 NOT TO SCALE I I @ EXISTING 3/4" POTABLE COLD WATER LINE SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION. SEE "VIASAT BUILDING 10 T.I." PLANS BY SCA ARCHITECTS FOR AS-BUILT DOCUMENTATION 5 10 I ~- / I I I I I I / I / / / ! 20 I 9 0 II a ~ I I , \ \ \ \ \ \ l \ 1.08"/HR. HZ 1 \ i GROUNDLEVEL Landscape Architecture 26:JS Stste 5:reet, Suit~ B Sar• Dle;:o, CA 92103 (619) 325-1990 gro"ndleY~bc ,cam 2,223 28.1 EXISTING 3/4" POTABLE COLD WATER LINE SHALL ~~~l~~T~i~~~~~~~~CNE ' ! NIA 5.0 SEH; "VIASAT BI\IILDING 10 T !.'"\PLANS BY $CA ARCHITECTS FOR AS-BUILT DOCUMENTATION I I ····· ·1'. ' 'I ' . ' i' !... ..... '..J NEW HOSE BIB WITH 314" DOMESTIC WATER SERVICE LINE FROM EXISTING POTABLE COLD WATER LINE. SEE DETAIL (8/LC-3.02) DIG RT APPROVED FOR !RR/GA T!ON ANO 12/22/16 I st LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL PLANTING 0/\/ LY, INCLUDING 03/08/17 2nd LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL PRECISE LOCA T!ON OF 03/27/17 3rd LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL 8T1LF1E I T'.I 03/29/17 FIELD BULLETIN #3 UNDERGROUND PLANTING AHEA. I ( SERI/ICE ALERT 04/14/17, SIGNED APPROVED PLANS OF SUUfHERN AT LEAST TWO CP..LIF0RI\IA "AS l::3U:L (' I DAYS BEFORE YOU DIG I v,-,,,osCApE." ~'#Q LEl'l,i't.i-f1'c ·tR, q; ,i, ~ HCC: lXP. DATF I t/1 ~ WO r\ -" I --' V -; . ~. ... REVIEWED BY: I IP\ 0 14/17 1 .. ~ITIAL ",~ -~ ~ /., ... Expiration CATE ':'f,,..e Q;t._ J-:s,+ oef". Dote: R[VISION D[SC.R.PTIO1~ OF" CALI' 03-31-18 l~ISPECTOR DATE DESIGNcR OF WORK !IRRIGATION NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXISTING IRRIGATION EQUIPMENT DAMAGED DURING CONSTRUCTION AND IF DAMAGED, SHALL REPLACE WITH SAME MANUFACTURER AND MODEL. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND DISPOSAL OF ALL EXISTING IRRIGATION EQUIPMENT AFFECTED BY THE NEW CONSTRUCTION IMPROVEMENTS, IF NECESSARY. CONTRACTOR SHALL VERIFY ALL EQUIPMENT TO BE REMOVED AND DISPOSED OF IN FIELD PRIOR TO BIDDING WORK AND PRIOR TO STARTING WORK. 3. CONTRACTOR SHALL FIELD VERIFY DEPTH AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO BIDDING WORK AND AGAIN PRIOR TO STARTING WORK. VERIFICATION SHALL BE DOCUMENTED AND DELIVERED TO OWNER"S REPRESENTATIVE. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ALL SCH 40 PVC SLEEVING UNDER PAVING, WALLS AND CURBS AT NO LESS THAN 24" BELOW GRADE AND NO LESS THAN 2X DIAMETER OF IRRIGATION PIPE IN AREAS WHERE PIPE CROSSING WILL OCCUR WHEN PIPE SIZE IS NOT AVAILABLE USE 6" SLEEVING MATERIAL. CONFIRM CROSSINGS WITH OWNER"S REPRESENTATIVE PRIOR TO PAVING AND HARDSCAPE CONSTRUCTION. 5. MAINLINE AND RELATED EQUIPMENT SHOWN WITHIN PAVING FOR CLARITY ONLY. ACTUAL MAINLINE AND RELATED EQUIPMENT LOCATION TO BE WITHIN PLANTERS AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. 6. BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER BUBBLERS SHALL BE ALIGNED WITH TREES AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. . 7. I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN 8. REFER TO SHEETS Ll-2.01, AND Ll-3.01-3.03 OF THIS PACKAGE FOR IRRIGATION LEGEND, AND DETAILS 9. THE NEW IRRIGATION MAINLINE AND VALVES SHALL BE HIGHLINED AND CONNECTED TO A POTABLE WATER SOURCE PENDING SUCCESSFUL COMPLETION OF A CROSS-CONNECTION TEST PERFORMED BY CMWD AND DEH. FINAL CONNECTION TO THE EXISTING RECYCLED IRRIGATION MAINLINE IS TO BE PERFORMED ONLY AFTER APPROVALS FROM CMWD AND DEH. I SHE:ET/1 I CITY OF Ct\RLSBAD I! SHEC:TS I I 17 I I PLANNING JIVISION ! I 34 I LANDSCAPE IMPROVEMENT PLANS FOR: I VIASAT \ GROVE i SHT. ID l,NHEET NAME I ' ~1-1.04 L11 DSCAPE IRRIGATION PLAN ' I APPROVED ('z:.~.L\l s:-t:11.s± i::;-.9.l""\, I ' I I PLANNING I I OW,~ BY: JMH I I INITIAL ?ROJECT NO. i DRAWl~G NO. DATE INITIAL DATE ICHKD BY:~L~~ -, SUP 13-03 . I 480-2N OTHER APPROVAL CITY APPROVAL , RVWD Bv: ' i GENERAL IRRIGATION NOTES 1 . ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE SYMBOL A PART OF THESE SPECIFICATIONS ANO THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. IRRIGATION PRESSURE CALCULATION HIGHEST FLOW AT HIGHEST ELEVATION 2 THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. STATION# A-15 STATIC PRESSURE: FARTHEST SYSTEM/ MAX. GPM DEMAND: HIGHEST FLOW SYSTEM NOTES: 1. ALL WIRE TO BE INSTALLED PER LOCAL CODES. 50' 662' 2. PROVIDE EXPANSION COILS AT EACH WIRE CONNECTION IN VALVE BOX. WRAP AROUND 1/2" PIPE 15 TIMES -REMOVE Pl PE. 3.COMPACT SOIL AROUND VALVE BOX TO SAME DENSITY AS UNDISTURBED ADJACENT SOIL. 4. INSTALL ONLY 1 VALVE PER VALVE BOX. 5. TEFLON TAPE ALL THREADS. (9 ~T:MOTE CONTROL VALVE L.F. A In Order to Corserve Wa'.er ... 30"-42" -' [L co >-,--f- v RECY@LED WATER IN USE CD NDT DRINK flO TmJE EL AGUA WASH HANDS AFTER CONT AC flNG _j__ LAYESE SUS MAN.OS OES'.:l-JF.S DF USAR Galv. Steel B:o!!o-__.- w/ Locking Washers and Nuts ( 3 REQ.) 2" Galv. Steel---- Post t-F\~_ . •·•. 2411 "' 4 ... 1 O" Dia Concrete _ _,. .. .• • . · .. 111 . -. - -· 4, ·, .. SIZE TYPE DESCRIPTION 2" HP TURBO WATER METER 2" BRASS BACKFLOW 2" BRASS MASTER VALVE 2" PVC FLOW SENSOR 1.5" PVC CONTROL VALVE 2.5" CL.315 MAIN LINE 2" CL.315 MAIN LINE VAR. SCH.40 LATERAL LINE MISC. FITTINGS ALLOWANCE COMPONENT LOSSES: MIN. REO'D BY HEAD: ELEVATION LOSS:+ 10 TOTAL PRESSURE REQ'D AT METER RESIDUAL PRESSURE CD EXPANSION CURLS WITH WATERPROOF WIRE CONNECTORS AT SPLICES (SEE IRRIGATION 0 SPECS) PVC LATERAL TO SPRINKLERS ANGLE TO SPECIFIED DEPTH W/ 45 ELLS CD PURPLE VALVE BOX WI LOCKING LID BOX HEIGHT ABOVE FINISH GRADE VARIES (SEE IRRIGATION © SPECS) REMOTE CONTROL VALVE ® FINISH GRADE ® PVC ELL co PVC NIPPLE, LENGTH AS REQ ® 2" LAYER OF GRAVEL LEAVE 1"-2" Al R SPACE BETWEEN BOTTOM OF VALVE AND TOP OF GRAVEL CD BRICK SUPPORT (1) AT EACH CORNER (!ID PVC MAINLINE FITTINGS ® CONTROLLER WIRES @ PVC SCH 80 UNION ® PVC MALE ADAPTER ® PVC SCH 80 THREADED NIPPLE 1 2"Min. ' t RECYCLED WATER "DO NOT DRINK" SIGN N.T.S. GPM 28.1 28.1 28.1 28.1 28.1 28.1 28.1 97 PSI 3. THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS. 28.1 GPM 4. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE UNIT PSI LOSS PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS 1.0 SHALL BE BROUGHT TO THE ATTENTION Of THE OWNER'S REPRESENTATIVE PRIOR TO 12.0 ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR 3.2 ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. 1.0 1.1 0.6 2.1 5 INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. 4.0 2.0 6. CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE FROM CONTROLLER ALONG ENTIRETY Of MAIN LINE TO THE LAST RCV ON EACH AND EVERY LEG OF MAIN LINE. LABEL SPARE WIRES AT BOTH ENDS. 27.0 PSI 40 PSI 7. ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED. SEE LEGEND FOR TYPE. ALL WIRE UNDER PAVED AREAS TO BE 4.33 PSI INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED TO EASILY PULL WIRE THROUGH. 71.3 PSI ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. 25.7 PSI 8. ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL QUICK COUPLER AND REMOTE CONTROL VALVES WITHIN 18" OF HARDSCAPE. 9. THE NEW IRRIGATION MAINLINE AND VALVES SHALL BE HIGH LINED AND CONNECTED TO A POTABLE WATER SOURCE PENDING SUCCESSFUL COMPLETION OF A CROSS-CONNECTION TEST PERFORMED BY CMWD AND DEH. FINAL CONNECTION TO THE EXISTING RECYCLED IRRIGATION MAINLINE IS TO BE PERFORMED ONLY AFTER APPROVALS FROM CMWD AND DEH. 10. CHECK VALVES SHALL BE INSTALLED AS REQUIRED TO PREVENT ALL LOW HEAD DRAINAGE. SIDEWALK---~ CURB---~ 7, •. METER 130X V.,TH ~ETER STREET SURFACE------~ Rn«11"'--. ------.. 3.5' MINIMUM REQUIRED-:==: ~=====::t: VERTICAL SEPARATION-12• ~~ RECLAIMED WATER IRRIGATION MAINLINE IN SLEEVE ___ _, NOTE: ALL RECLAIMED WAlER IRRIGATION PIPE AND SLEEVES ~HALL BE PURPLE ANO LABELED AS SPECIFIED JN THE STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION S'rSTEMS WATER. D!STRlCT" RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMEO WATER MAlNS OCTOBER 199J, TABLE SERVICE LINE CROSSING APPROX. a~ f POTABLE SERVICE LINE -------1 10' MINIMUM WATER IRRIGATION MAINLINE Willi SLEEVE RECLAIMED WATER IRRIGATION MAINLINE WITH SLEEVE------~ NOTE: VERTICAL CLEARANCE OF 12" MINIMUM !S MANDATORY ViHEN CROSSING PATH OF A POTABLE WATER LJNE. INSTAl..lA110N OF RECl..AIMED WATER IRRIGATION MAINLINE 24" FROM FACE Of SIDEWALK WILL PROVIDE 1HE NECESSARY 10' HORIZONTAL CLEARANCE FROM llit POTABLE MAINLINE IN 'fHE STREIT. 12" POT ABLE MAINLINE CROSSING INIMUM POTABLE/ RECLAIMED WATER LINE CROSSING N.T.S. APPROVED l~~ --------. . . :::=] ----- NO SYMBOL ® ® • ~ @ ll-----ll NO SYMBOL NO SYMBOL NO SYMBOL @ NO SYMBOL CYCLES PER WEEK -TREE TURF CROP COEFFICIENT CYCLES PER WEEK-SHRUB Eto DAILY AVERAGE PLANT Water Hydrozone TYPE Usage 1 SHRU8 MEDIUM 2 TREE MED LOW rOR /RR/GA TION ANO DI RT PLANTING ONLY, INCLUDING C'l " r--. .__:r astr ,Jesign lrrigaJion ConsuJting (.' I Ut± UYJ4 -;;;l1-1 :; it·( l r-,__;j 1~ ft, f'(Ji.ll .~ + l'L 'cl\ GROUNDLEVEL Landscape Architecture 2605 State Str~et, Suite B SJn Jle~o, CA 92103 {619) 325-1990 grou ~ d I eve Is d. co:1I 8T1LF1E I -',I UNDERGROUND n -SERVICE ALERT OF SOUTHER/\ AT LEAST TWO CALIFORNIA DAYS BEFORE YOU DIG -...,._troSCAP, ~ #t> LEl;q'4-'l,pQ •/~ '<! ,,, ~ " WO --' ~~~ --' :,. .... ... V' 14 17 ... "',;,-.._ --~ "° 1:-_xpirotion '11-e ""·,_,,_,.-def Dote: OF CALI' 03 31 18 -- PRECISE LOCATION Or PLANnNG ARCA . "AS BUILT" RCE EXP. DATE ~EVIEWED BY: l~ISPECTOR JATE MANUFACTURER RAIN BIRD RAIN BIRO LASCO NETAFIM NETAFIM NETAFIM NETAFIM NETAFIM RAIN BIRD RAIN BIRD SIGNATURE AS APPROVED AS APPROVED AS APPROVED CARSON 3M AS APPROVED PULL BOX T. CHRISTY'S JAN FEB MAR 2 2 3 .61 .64 .75 2 3 3 .07 .09 .12 Kc S_PRINKLER TYPE OiiO DRIP 040 BUBBLER I 2/22/16 03/08/17 03/27 /17 03/29/17 ! 04/14/17 DATE 'NITIAL DESIGNcR CF WORK IRRIGATION EQUIPMENT LEGEND DESCRIPTION FLOW RATE (GPM) PSI RADIUS PR. PCT-05 BUBBLER, CONNECT TO DRIP TUBING VIA 17MM BLANK TUBING 08 ( 16 PER SYMBOL) EACH SYMBOL REPRESENTS (2) BUBBLERS PER 24136" BOX TREE, (1) PER VINE . . 30 NIA 100 IN./HR. PLACE BUBBLERS AT EDGE Of ROOTBALL ON OPPOSITE SIDES OF TREE TYPICAL. RD-06-Sl5Q-BIPCS025 6" POP-UP BUBBLER HEAD WITH 5Q-B STREAM NOZZLE 25 (1 O PER SYMBOL) WITH A PCS-025 SCREEN EACH SYMBOL REPRESENTS TWO HEADS FOR 24" AND 36" BOX TREES, . . 30 N/A 3.00 IN./HR. AND FOUR HEADS FOR 48" BOX TREES AND LARGER. ALL BUBBLER TO BE INSTALLED ON OPPOSITE SIDES OF THE ROOT BALL. V20101 N-SC 2" SLO-CLOSE SCH. 80 PVC, TRUE-UNION BALL VALVE WITH SOLVENT WELD SOCKET CONNECTIONS, LINE SIZE PER MAINLINE. INSTALL INSIDE A 1 O" ROUND VALVE BOX. TLRW-9-12-XX LANDSCAPE DRIP TUBING WI .9 GPH EMITTERS 12" ON CENTER. DRIP TUBING HAS BUILT IN CHECK VALVES AND PURPLE STRIP. DRIP TUBING SHALL BE INSTALLED JUST BELOW GRADE, COVERED BY MULCH, AND IN PARALLEL ROWS A MAXIMUM OF 16" 1.08 IN./HR. ON CENTER. THE PERIMETER ROW OF DRIP TUBING SHALL BE INSTALLED A MAXIMUM OF 4' FROM THE EDGE OF THE PLANTING AREA. INSTALL TUBING STAKES A MAXIMUM OF FIVE (5) FEET ON CENTER ALONG THE LENGTH OF THE TUBING. TECHLINE DRIPLINE FITTINGS W/ APPROPRIATE PVC FITTING FOR CONNECTION BETWEEN PURPLE PVC LATERAL LINES AND DRIP TUBING ALL CONNECTIONS BETWEEN DRIP TUBING SHALL BE MADE USING TECHLINE FITTINGS TLSOV BALL VALVE -MANUAL FLUSH VALVE AT END/MIDDLE Of PCV FLUSH MANIFOLD LINE, INSTALL FLUSH VALVE INSIDE A SEPERATE VALVE BOX, ONE AT THE END OF TUBING RUNS IN EACH DIRECTION. INSTALL MIN. ONE FLUSH VALVE PER 1000' OF TUBING IN EACH DIRECTION ON DRIPLINE FLUSH MANIFOLD. INSTALL 18" FROM PAVING. INSTALL ALL FLUSH EQUIPMENT PER DETAILS. TLAVRV AIRNACUUM RELIEF VALVE INSTALLED WITH A TL075FTEE CONBINATION TEE AND A 3/4" X 1/2" REDUCER BUSHING. INSTALL AIR RELIEF ASSEMBLY INSIDE A 6" ROUND VALVE BOX AT THE HIGH POINT OF EACH PLANTER, MIN. 1 ARV PER 500' OF DR I PLINE. INSTALL ALL AIR VACUUM RELIEF EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. 1XX -EFB-CP SERIES BRASS VALVE, SIZE AS SHOWN ON THE PLAN, INSTALL THE RCV INSIDE A STANDARD RECTANGULAR VALVE BOX. UTILIZE NEW OR EXISTING CONTROL WIRES AND RECONNECT TO NEW VALVE. 1XX -EFB-CP SERIES BRASS VALVE AND (2) QKCHK-100 FILTER/REGULATOR IN PARALLEL, SIZE AS SHOWN ON THE PLAN DRIP VALVE ASSEMBLY, SIZE AS SHOWN INSTALL THE DRCV ASSEMBLY INSIDE A JUMBO RECTANGULAR VALVE BOX. UTILIZE NEW OR EXISTING CONTROL WIRES AND RECONNECT TO NEW VALVE. 7645 1" QUICK COUPLER VALVE WITH PURPLE LOCKING VINYL COVER AND ACME THREADS INSTALL INSIDE A 10" ROUND VALVE BOX. PURPLE PVC PIPE 3/4" -1.5" SCH. 40 AS LATERAL LINES 12" BELOW GRADE PURPLE PVC PIPE 2.5" CL. 315 SOLVENT WELD MAINLINE AND WIRES, APPROXIMATELY 18" BELOW GRADE PURPLE PVC PIPE SCH. 40 AS SLEEVING, 2 TIMES THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED PLACE BELOW ALL PAVING, HARDSCAPE ETC. AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. PURPLE VALVE BOXES, SIZE PER EQUIPMENT LEGEND, WITH T-COVER LIDS AND CAPTIVE BOLT AND LOC-KIT. FOR ROUND FLUSH VALES AND AIR RELIEFVALVES USE MODEL 708, 10" ROUND SHALL BE MODEL 910, 12" STANDARD RECT. SHALL BE MODEL 1419, 12" JUMBO RECT. SHALL BE MODEL 1220 SUPER JUMBO SHALL BE MODEL 1324, AND SUPER JUMBO XL SHALL BE MODEL 1730. VALVE BOXES SHALL HAVE PURPLE HOPE BODY AND PURPLE LIDS. FOR USE IN NON-VEHICULAR TRAFFIC SITUATIONS ONLY. DO NOT INSTALL IN CONCRETE OR ASPHALT. DBR/Y-6 DIRECT BURIAL (LL. APPROVED) WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE SPLICES AND CONNECTIONS P7079D POLYETHYLENE INSULATED, SOLID COPPER CONDUCTOR IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U.L APPROVED) WIRE SPLICE BOX SHALL BE A 10" ROUND BOX PER THE PART NUMBERS ABOVE RECYCLED WARNING SIGNS TO BE INSTALLED AS REQUIRED BY THE WATER DISTRICT/DEH -SEE RW TITLE SHEET FOR LOCATIONS PRECIP HZ CONTROL VALVE SYMBOL _,,.,.,,,---INDICATES VALVE NO. ~~ A -INDICATES SQUARE FOOT AREA GPM -INDICATES GPM ""'---1N □ICATES VALVE SIZE HYUROZONE # HYDROZONE DESCRIPTION 1 LOW WATER SHRUBS WITH DRIP 2 TEMPORARY TREE IRRIGATION FOR ESTABLISHMENT IRRIGATION RUNTIMES FOR CONTROLLERS 'A' , APR MAY JUNE JULY AUG SEP OCT NOV DEC Tree Root Depth 4 4 5 5 5 3 3 2 2 Shrub Root Dep1h 1.04 .95 .88 .94 .86 .74 .75 .69 .60 Depletion Factor (MAD) 4 5 5 6 5 4 3 3 2 . Soil Type (Textural) .16 .17 .20 .21 .20 .16 .12 .09 .07 Field Capacity Permanent Wilt Point Apparent Specific Gravity . ·-,. ,, , , . , IRRIGATION RUN TIMES EXPOSURE EXPO PRECIP SPKLR ROOT RUN TIME JAN FEB MAR APR MAY JUN JUL AUG FACTOR (in/hr) EFFIC. DEPTH (in) MULTIPLIER FUU. SUN 100% 1.00 00% 6 1.25 9 a tt !1 ' 11 t 11 FULL SUN 100%, 3.00 80% 6 1.25 2 2 3 3 2 3 2 3 12" 6" 30% CLAY LOAM 27% 21% 1.35 SEP OCT ti 11 3 3 NOV 8 2 DEC 9 2 DETAIL J K A,B A,B A,B A,C A,D L . E f G G,M H N/A N/A N/A N I st LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL IT[jl ClTY OF CAl~LSBAD urJ 2nd LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL 3rd LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL . PLANNING DIVISICN . FIELD BULLETIN #3 LANDSCAPE IMPROVEMENT PLANS FOR: SIGNED APPROVED PLANS VIASA T I GROVE SHT. llJ ! SHE:!::'!' NAME Ll-2.01 LANDSCAPE IRRIGATION LEGEND! I APPROVED: ~Q\ ! Cr, c-\\~% ? · "'i-f, PLANNING JW~I BY: JMH DA E INITIAL DATE INITIAL CHKD BY: Bl PROJECT NO. DRAWING NO. REVISION DESCRIPTION SUP 13-03 480-2N 0,HFf, APPROVAL C1TY APPROVAL RVWD BY: ' 2" . .. ------ (9 0 ' I I I I I I I I I - I ./ --------I"--- ,----, LJ AR ~-"" N I I'---- I r---- ---- I I ✓ ® ~ I~ ~ / '/ ...- r------ - FLUSH VALVE PLUMBED TO PVC (TYP) PVC EXHAUST HEADER PERIMETER LATERALS 2" TO 4" FROM EDGE DRIPLINE START CONNECTION REMOTE CONTROL VALVE WITH Fl L TER AND PRV IN PURPLE JUMBO BOX PVC SUPPLY HEADER AREA PERIMETER BLANK ORI PLINE (CENTERED ON MOUND OR BEAM) AIRNACUUM RELIEF VALE PLUMBED TO ORI PLINE (AT EACH HIGH POINT) START CONNECTION MALE ADAPTER DRIP TUBING LAYOUT N.T.S. G) FINISH GRADE/TOP OF MULCH (D PURPLE VALVE BOX WITH COVER @ 30-INCH LINEAR LENGTH OF WIRE, COILED G) WATERPROOF CONNECTION: @ 1-INCH BALL VALVE @IDTAG (J) REMOTE CONTROL VALVE @ PRESSURE REGULATING QUICK CHECK BASKET FILTER , @ LASCO PVC UNION @ LATERAL PIPE @ PVC SCH 80 NIPPLE @ PVC SCH 40 ELL @ PVC SCH 80 NIPPLE @ PVC SCH 40 TEE OR ELL @ MAINLINE PIPE @ 2-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL PROVIDE 2" AIR GAP BETWEEN VALVE AND GRAVEL @ PVC SCH 80 NIPPLE, CLOSE ORI P CONTROL ZONE KIT N.T.S. .. .,,-----INSTALL BUBBLER UNDER MULCH WITHIN 10' OF HARDSCAPE -------BUBBLER WITH 1/2' THREADXBARB ADAPTER ------BLANK TUBING ---MULCH, SEE PLANTING PLANS .... • • • A 24" < r d:·. -~~----t-~ ,r---,_-~j'._:=-_====----)--TUBING STAKE ONE ON ~ _JI EACH SIDE OF FITTING. BARB TEE FITTING INSERTED INTO TUBE DRIP TUBING -SEE DETAIL FOR ___ __, SPECIFICATIONS I ---------------------~ --------~I ,I MULCH LAYER-------~ PER PLANTING PLAN 180-DEGREE------~ TWO-WAY TEE OR 90-DEGREE ELL TUBING STAKE---------.. 3/4" GPH BRANO------.. FLEXIBLE PVC RISER 12" PVC TEE (SxSxT)----... PVC PIPING-------.. (9 DRIP TUBING START CONNECTION N.T.S. PURPLE VALVE BOX (BOX TOP HEIGHT ABOVE FINISH GRADE VARIES, SEE i;;====,ii FINISH GRADE IRRIGATION SPECIFICATIONS FOR HEIGHT) _,.,.--QUICK COUPLING VALVE W/ LOCKING VINYL COVER -----GRAVEL (2" DEPTH) -----PVC NIPPLE (LENGTH AS REQUIRED) PVC SCH. 40 FEMALE ADAPTER PVC NIPPLE (SCH. 40 OR CLASS 315, SEE IRR. SPECS) PVC SCH. 40 ELBOW OR TEE l PVC MAINLINE. SEE IRRIGATION SPECS. FOR PIPE DEPTH mr"'J--U-----ll-'o ' STAINLESS STEEL CLAMP (2 MIN.) BRICK SUPPORTS (2 MIN.) PVC ELBOW #4 REBAR X 24" LENGTH NOTES: 1. ALL BRASS TO BE RED BRASS 2. TEFLON TAPE ALL THREADS (TYP.) 3. QUICK COUPLER VALVES SHALL BE TYPE APPROVED FOR RECYCLED WATER USE. QUICK COUPLER VALVE N.T,S. CD POP-UP HEAD Q) FINISH GRADE CD MARLEX STREET ELL CD 6" SCH 80 PVC NIPPLE THREADED BOTH ENDS CD WALK OR CURB CD PVC SCH 40 TEE DR ELL (]) PVC LATERAL LINE ® 90 DEGREE ELL ([) 2" SCH 80 PVC NIPPLE THREADED BOTH ENDS 1" FINISH GRADE ----... _[_ ~--...:::,~-(1L\-\-~_-_-_-~_-_-_-_-~_-_-_7_J1-==;=---.--- LINE FLUSHING VALVE #TLSOV . ' . PURPLE VALVE BOX ---------------: SEE SPECS ~ I I · SEE . SPECS Techlim®CV 17mm TUBING FINISH GRADE ---..._ Techline®1 SO-DEGREE BRICK SUPPORTS (THREE) 2-WAY ADAPTER TEE ~0-u· 0 v 0 -u-0 v ~ ·• 0 0°0°0°0 . BRICK SUPPORTS · uCf0 oC6°oCfooOco (THREE) . '" iJ o o O o O 9-.( nnnn,,.... 3/4' GRAVEL SUMP (1 CUBIC FOOT) 3/4' GRAVEL SUMP (1 CUBIC FOOT) (9 DRIP FLUSH VALVE DRIP AIR RELEASE VALVE N.T.S. ~ 4" NOTES: 6 2 11 /~11 ,J ~ I I ' 4"1 SECTIOft NTS 1. TAPE AND BUNDLE 24 V. WIRES @ 10' INTERVALS, 2. MINIMUM DEPTH OF 2-4 V. WllllNG 8IIAI.L BE 24" BELOW GRADE. 3. TRfNCH WIDTH ALLOW 4" Mnl. CLEARANl:E BETWEEN PARALLEL PIPES. PIPE/SLEEVE LEGEND: 0 PAWIG @FINl8IIGIIADE N.T.S. @ PVC illAfllLlftE !FOR -...OTABLE UBE PIIIIPI.E Pl'E IIITlt WORDS "IIECTCLEP WA YER DO IIOT Dl!IIII(") 0 PVC LATERAL UIIE (FOR NON-POTABLE UBE PURPLE PIPE IIITlt 1ll1RDS "RECYCISl WATER DO NOT DIIIIK"I ~ COIITROI. WIIIES OR Coll. CABLE IN COtlllUIT COIITROI. WIRES OR Coll. CABLE BLEEYE FOR JIIAllll.lftE AND/OR LATERAL LINE 0 FINE GRANULAR BACKFILL (1/2" MAJI.. DIA.I G) TOPSOIL © SAND ® RECYCLED WARNING TAPE 12-REQIIIREDI 4. SNAKE PIPES FRoill SU TO SIDE WITIIIN TRENCII TO Al.LOW FOR lioYEIIIENT. 5. TE A 20" LOOP IN ALL WIRING AT CHAIIGES OF lllllECTION. UIITE PRIOR TO BAl:lll'ILUNG TRENCHES. 6, PROVIDE THRUST BLOCKS PER APWA STANDARD PLANS FOR PIIBUC WORKS COIISTRUCTIQN DETAIL 508-1, EXCEPT THAT THRUST BLOCKS SHALL BE PROWlED FOR ALL PIPES 2" AND LARGER. 4" PIPE INSTALLATION PAVING PIPE INSTALLATION N.T.S. •' ~ '· . .-:. . . . . . . . NOTES: ~---BALUGATE VALVE ~-~ PURPLE VALVE BOX-SEE IRRIGATION SPECS. VARIES -SEE IRRIGATION SPECS. FOR BOX TOP HEIGHT 2' DEPTH. LEAVE 1'-2' AIR SPACE BETWEEN BOTTOM OF VALVE AND TOP OF PEA GRAVEL. PVC 45 ELL PVC NIPPLE PVC MAINLINE -SEE IRRIGATION SPECS. FOR Pl PE DEPTH 1. FITTINGS MAY DIFFER THAN THOSE SHOWN IN DETAIL. BRICK VALVE BOX SUPPORTS (2 MIN.) (9 BALL VALVE N.T.S. N.T.S. 4" 9 DIC· I. RT APPROVED roR !RR/GA T!ON ANO 12/22/16 1st LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL IS1H9El#I PLANTING ONLY, INCLUDING 03/08/17 I 2nd LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL 3rd LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL 03/27 /17 Techline ® ORI PLINE CITY OF (~;Jasir l)esign 1 rrigat io-.}. r:_:u t 1-S u 1. ti 11 ,t!, r-·,r);!t•·n•1 ·,'·,,-,,,..1,, .. ·, .,, ,,. ·, ,., .. ,.--''-----·'.·,'·: ,,,,~'--'h-"" ,1, CARLSBAD PLANNING DIVISION I s34Ts I PRECISE LOCA T!ON or DIALTOLLFREE ~,,, 03/29/17 I FIELD BULLETIN #3 ILANDSCAPE IMPROVEMENT PLANS FOR: 8111 UNDERGROUND PLANTING AREA. I SERVICE ALERT IYIASAT I GROVE OF SOUTHERN 04/ 14/17 SIGNED APPROVED PLANS AT LEAST f'IYO CALIF0Rt-,IA "AS oUILI" ' DAYS BEFORE YOU DIG I SHT. ID I lsl~~DSA~APE IRRIGATION DETAILS! I Ll-3.01 V,.OSCApt ~ '#0 LEN,j"1 "11'c I I : ' ' '' C9 ~~EE/ VINE BUBBLER B TREE/ VINE BUBBLER GROUNDLEVEL i APPROVED: I~\ L=r-t{l,~1\: -9 I ·~ ., 471 '} ~ RCE EX~. ~ATE 0~ 0 ~ ~. -,, I -0 ~ .,-7>. -I PLANNING N.T.S. Landscape Architecture 2605 S1ate S:reet, Suite B San Dieso, CA 92103 (619) 3Z5-1990 gr<Jundlevelsd.corn .. ..t. rm7 " ~ -•c /,-,'<: ""· ,_,,_. 0~ OF" CAL\~ R[Vl[WEC BY: [xpiratlon Dote: 03-31 18 INSPECTOR JATE I DATE INITIAL DATE iNITIAL DATE I 1, TIAL I OWN BY: JMH PROJC:CT NO ii DRAWING NO. REVISION DESCR,PTION C~KD aY: BL SUP 13-03 480-2N DESIGNER OF WO~<. OTHER APPROVAL CITY APPROVAL I RVWD BV: LANDSCAPE IRRIGATION PART 1 -GENERAL 1.1 Summary A It is the intent of the specifications and drawings that the finished system is complete in every respect and shall be ready for operation satisfactory to the Owner. B. The work shall include all materials, labor, services, transportation, and equipment necessary to perform the lf"Drk as indicated on the drawings, in these specifications, and as necessary to complete the contract. 1.2 Construction Drawings A Due to the scale of the drawings, it is not possible to indicate all offsets, fittings, sleeves, etc. which may be required. The Contractor shall carefully investigate the structural and finished conditions affecting all of his work and plan his work accordingly, furnishing such fittings, etc. as may be required to meet such conditions. Drawings are generally diagramm<ltic and indicative of the work to be installed. The work shall be installed in such a manner as to avoid conflicts between irrigation systems, planting, and architectural features. B. All work called for on the drawings by notes or details shall be furnished and installed whether or not specific~lly mentioned in the specifications. When an item is shown on the plans but not shown on the specifications or vice versa, it shall be deemed to be as shown on both. The Landscape Architect shall have final authority for clarification. i C. The Contractor shall not willfully install the irrigation system as shown on the drawings when it is obvious in the field that obstructions, grade differences or discrepancies in area dimensions exist that might not have been considered in engineering. Such obstructions or differences should be brought to the attention of the Landscape Architect as soon as dE!tected. In the event this notification is not performed, the Irrigation Contractor shall assume full responsibility for any revision nedessary. 1.3 Quality Assurance i A. Provide at least one English speaking person who shall be present at all times during execution of this portioll of the work and who shall be thoroughly familiar with the type of materials being installed and the manufacturer's recommended methods of installation and who shall direct all work performed under this section. 1 B. Manufacturer's directions and detailed drawings shall be followed in al! cases where the manufacturer of articr1es used in this contract furnish directions covering points not shown in the drawings and specifications. C. All local, municipal, and state laws, rules and regulations governing or relating to any portion of this work are ereby incorporated into and made a part of these specifications, and their provisions shall be carried out by the Contractor. Any hing contained in these specifications shall not be construed to conflict with any of the above rules and regulations of the samJ. However, when these specifications and drawings call for or describe materials, workmanship, or construction of a better qudlity, higher standard, or larger size than is required by the above rules and regulations, the provisions of these specifications and drawings shall take precedence. , D. All materials supplied for this project shall be new and free from any defects. All defective materials shall be replaced immediately at no additional cost to Owner. · E. The Contractor shall secure the required licenses and permits including payments of charges and fees, give r~quired notices to public authorities, verify permits secured or arrangements made by others affecting the work of this section. · 1.4 Submittals A. Submittals Materials List 1. After award of contract and before any irrigation system materials are ordered from suppliers or delivered to the job site, submit to the Owner a complete list of all irrigation system materials, or processes proposed to be furnished and installed as part of this contract. ' 2. The submittals materials list shall include the following information: a. A title sheet with the job name, the contractor's name, contractor's address and telephone number, s1ubmittal date and submittal number. · b. An index sheet showing the item number (i.e. 1,2,3, etc.); an item de1cription (i.e. sprinkler head), th8 manufacturer's name (i.e. Hunter Industries); the item model number (i.e. IAO-ADV/36V); and the page(s) in the submittal.set that contain the catalog cuts. c. The catalog cuts shall be one or two pages copied from the most recent manufacturer's catalog that indicate the product submitted. Do not submit parts lists, exploded diagrams, price lists or other extra information. 1 d. The catalog cuts shall clearly indicate the manufacturer's name and the item model number. The itefll model number, all specified options and specified sizes shall be circled on the catalog cuts. e. Submittals for equipment indicated on the legend without manufacturer names, or "as approved", shall contain the manufacturer, Class or Schedule, ASTM numbers and/or other certifications as indicated in these sPecifications. 3. Submittal materials list format requirements: a. Submitlals shall be provided as one complete package for the project. Multiple partial submittals will not be reviewed. b. Submittal package shall be stapled or bound in such a way as to allow for disassembly for review prOcessing. Submitlals shall not have tabs, tab sheets, spiral binding, or any other type of binding that will interfere with autOmated copying of submittals. c. Submittal package shal! have all pages numbered in the lower right hand corner. Page numbers shall correspond with submittal index. d. Re-submitted packages must be revised to include only the equipment being re-submitted. Equipment previously reviewed and accepted shall not be re-submitted in the materials list/index sheet or in the catalog cut sheet p~ckage. B. Substitutions: If the Irrigation Contractor wishes to substitute any equipment or materials for those equipment'or materials listed on the irrigation drawings and specifications, he may do so by providing the following information to the Landsc~pe Architect or Owner's authorized representative for approval. 1. Provide a written statement indicating the reason for making the substitution. 2. Provide catalog cul sheets, technical data, and performance information for each substitute item. 3. Provide in writing the difference in installed price if the item is accepted. C. The Landscape Architect or Owner's authorized representative will allow no substitutions without prior written acceptance. D. Manufacture~s warranties shall not relieve the Contractor of his liability under the guarantee. Such warrantie~ shall only supplement the guarantee. , E The Landscape Architect or Owner's authorized representative will not review the submittal package unless pfovided in the format described above. 1.5 Existing Conditions A. The Contractor shall verify and be familiar with the locations, size and detail of points of connection provided as the source of water, electrical supply, and telephone line connection to the irrigation system. B. Irrigation design is based on the available static water pressure shown on the drawings. Contractor shall verify static water on the project prior to the start of construction. Should a discrepancy exist, notify the Landscape Architect and Owner's authorized representative prior to beginning construction. : C. Prior to cutting into the soil, the Contractor shall locate all cables, conduits, sewer septic tanks, and other utiliiies as are commonly encountered underground and he shall take proper precautions not to damage or disturb such improvementS. If a conflict exists between such obstacles and the proposed work, the Contractor shall promptly notify the Landscape Architec't and Owner who will arrange for relocations. The Contractor will proceed in the same manner if a rock layer or any other such cohditions are encountered. D. The Contractor shall protect all existing utilities and features to remain on and adjacent to the project site duri~g construction. Contractor shall repair, at his own cost; all damage resulting from his operations or negligence. E. The Irrigation Contractor sha!I coordinate with the General Contractor for installation of required sleeving as shown on the plans prior to paving operations. F. The Contractor shall verify and be familiar with the existing irrigation systems in areas adjacent to and within ·the Project area of work. G. The Contractor shall protect all existing irrigation systems, in areas adjacent lo and within the project area of work, from damage due to his operations. ! H. Contractor shall notify Owner's Representative if any existing system ls temporarily shut off, capped or modifiEld. Provide 48-hour notice, prior to turning off or modifying any existing irrigation system. L The Contractor shall repair or replace all existing irrigation systems, in areas adjacent to and within the projeCt area of work, damaged by the construction of this project. Adjacent irrigation systems shall be made completely operational and provide complete coverage of the existing landscaped areas. All repairs shall be complete to the satisfaction of the Owner's Representative. · J. The contractor shall provide bore holes under any existing pavement or paving encountered for the required lateral, mainline and low voltage control wire sleeving. Bore holes under 2 inches in diameter and smaller shall be made with a BLllletMole® underground boring tool as manufactured by Dimension Tools, LLC (Contact telephone number (888)-650-5554 or at www.bulletmole.com). Bore holes larger than 2 inches in diameter shall be made with an approved mechanical boring tool. No air jacking or hydraulic boring of any kind shall be allowed. 1.6 Inspections , A The Contractor shall permit the Landscape Architect and Owner's authorized representative lo visit and inspJct at all times any part of the work and shall provide safe access for such visits. i B. Where the specifications require work to be tested by the Contractor, ii shall not be covered over until accept~d by the Landscape Architect, Owner's authorized representative, and/or governing agencies. The Contractor shall be solely res'ponsible for notifying the Landscape Architect, Owner, and governing agencies, a minimum of 48 hours in advance, where and when the work is ready for testing. Should any work be covered without testing or acceptance, it shall be, if so ordered, uncovered <It the Contractor's expense. ------~---,---,·-- C. Inspections wil! be required for the following at a minimum: 1. Pre-construction meeting. 2. System layout 3. Pressure test of irrigation mainline (Four hours al 125 PSI or 120% of static water pressure, whichever is greater.) Mainline pressure loss during test shall not exceed 2 PSI. 4 Coverage test of irrigation system. Test shall be performed prior to any planting. 5. Fina! inspection prior to start of maintenance period. 6. Fina! acceptance prior to turnover. D. Sile observations and testing will not commence without the field record drawings as prepared by the Irrigation Contractor Record drawings must complete and up to date for each site visit. E. Work that fails testing and is not accepted will be retested. Hourly rates and expenses of the Landscape Architect, Owner's authorized representative, and governing agencies for re-inspection or retesting will be paid by the Irrigation Contractor at no additional expense to Owner. 1.7 Storage and Handling A. Use all means necessary to protect irrigation system materials before, during, and after installation and to protect the installation work and materials of all other trades. In the event of damage, immediately make all repairs and replacements necessary to the acceptance of the Landscape Architect and Owner and al no additional cost to the Owner. B. Exercise care in handling, loading, unloading, and storing plastic pipe and fittings under cover until ready to install. Transport plastic pipe only on a vehicle with a bed long enough to allow the pipe to lay flat to avoid undue bending and concentrated external load. 1.8 Cleanup and Disposal A. Dispose of waste, trash, and debris in accordance with applicable laws and ordinances and as prescribed by authorities having jurisdiction. Bury no such waste material and debris on the site. Burning of trash and debris will not be permitted. The Contractor shall remove and dispose of rubbish and debris generated by his work and workmen at frequent intervals or when ordered to do so by the Owner's authorized representative B. At the lime of completion the entire site will be cleared of tools, equipment, rubbish and debris which shall be disposed of off-site in a legal disposal area. 1.9 Turnover Items A. Record Drawings: 1. Record accurately on one set of drawings all changes in the work constituting departures from the original contract drawings and the actual final installed locations of all required components as shown below. 2. The record drawings shall be prepared to the satisfaction of the Owner. Prior to final inspection of work, submit record drawings to the Landscape Architect or Owner's authorized representative. 3. All record drawings shall be prepared using AutoCAD 2010 drafting software and the original irrigation drawings as a base. No manual drafted record drawings shall be acceptable. The Contractor may obtain digital base files from the Landscape Architect or Owner's authorized representative 4. If the Contractor is unable to provide the AutoCAD drafting necessary for the record drawings the irrigation designer does provide record drawing drafting as a separate service. 5. Prior to final inspection of work, submit record drawings plotted onto vellum sheets for review by the Landscape Architect or Owner's authorized representative. After acceptance by the Landscape Architect, City Inspector or Owner's authorized representative re-plot the record drawings onto reproducible Mylar sheets. The Contractor shall also provide record drawing information on a digital AutoCAD Release 2010 drawing file. All digital files shall be provided on a compact disc (CD) clearly marked with the project name, file descriptions and date. a. Record drawing information and dimensions shall be collected on a day-to-day basis during the installation of the pressure mainline to fully indicate all routing locations and pipe depths. Locations for all other irrigation equipment shall be collected prior to the final inspection of the work. b. Two dimensions from two permanent points of reference such as buildings, sidewalks, curbs, streetlights, hydrants, etc. shall be shown for each piece of irrigation equipment shown below. Where multiple components are installed with no reasonable reference point between the components, dimensioning may be made to the irrigation equipment. All irrigation symbols shall be clearly shown matching the irrigation legend for the drawings. All lettering on the record drawings shall be minimum 1/8 inch in size. c. Final as-built plans are required to be reviewed and approved by the City and final plans are required to be approved and signed by the City prior to the release of securities 6. Show locations and depths of the following items: a. Point of connection (including water POC, backflow devices, master control valves, flow sensors, etc.) b. Routing of sprinkler pressure main lines {dimensions shown at a maximum of 100 feet along routing) c Isolation valves d. Automatic remote control valves (indicate station number and size) e. Quick coupling valves I. Drip air relief and flush valves g. Routing of control wires where separate from irrigation mainline h. Irrigation controllers (indicate controller number and station count) i. Related equipment (as may be directed) B. Controller Charts: 1 Provide one controller chart for each automatic controller. Chart shall show the area covered by the particular controller. The areas covered by the individual control valves shall be indicated using colored highlighter pens. A minimum of six individual colors shall be used for the controller chart unless less than six control valves are indicated. 2. Landscape Architect or Owner's authorized representative must approve record drawings before controller charts are prepared. 3. The chart is to be a reduced copy of the actual "record" drawing. In the event the controller sequence is not legible when the drawing is reduced, it shall be enlarged to a readable size. 4. When completed and approved, the chart shall be hermetically sealed between two pieces of plastic, each piece being a minimum 20 mils in thickness. C. Operation and Maintenance Manuals: 1. Two individually bound copies of operation and maintenance manuals shall be delivered to the Landscape Architect or Owner's authorized representative at least 10 calendar days prior to final inspection The manuals shall describe the material installed and the proper operation of the system 2. Each complete, bound manual shall include the following information: 3. Index sheet stating Contractor's address and telephone number, duration of guarantee period, list of equipment including names and addresses of local manufacturer representatives. a. Operating and maintenance instructions for all equipment. b. Spare parts lists and related manufacturer information for all equipment. D. Equipment: 1. Supply as a part of this contract the following items: a. Three 30-inch sprinkler keys for manual operation of control valves. b. Two keys for each automatic controller. c. Two quick coupler keys with a 3/4" bronze hose bib, bent nose type with hand wheel and two coupler lid keys. d. One valve box cover key or wrench. e. Six extra sprinkler heads of each size and type f. For specified butterfly valves ifrequired: One ( 1) 5-foot long valve handle, to fit 2-inch square AWWA operating nut, for use with the specified butterfly valves. 2 The above equipment shall be turned over to Owner's authorized representative at the final inspection. 1.10 Completion A. Al the lime of the pre-maintenance period inspection, the Landscape Architect, Owner's authorized representative, and governing agencies will inspect the work, and if not accepted, will prepare a list of items to be completed by the Contractor. Punch list to be checked off by contractor and submitted lo Landscape Architect or Owner's Authorized representative prior to any follow-up meeting. This checked off list lo indicate that all punch list items have been completed. At the time of the post-maintenance period or final inspection the work will be re-inspected and final acceptance will be in writing by the Landscape Architect, Owner's authorized representative, and governing agencies. B. The Owner's authorized representative shall have final authority on all portions of the work. C. After the system has been completed, the Contractor shall instruct Owner's authorized representative in the operation and maintenance of the irrigation system and shall furnish a complete set of operating and maintenance instructions. D. Any settling of trenches which may occur during the one-year period following acceptance shall be repaired to the Owner's satisfaction by the Contractor without any additional expense to the Owner. Repairs shall include the complete restoration of all damage to planting, paving or other improvements of any kind as a result of the work. 1.11 Guarantee A The entire sprinkler system, including all work done under this contract, shall be unconditionally guaranteed against all defects and fault of material and workmanship, including settling of backfilled areas below grade, for a period of one (1) year following the filing of the Notice of Completion. B. Should any problem with the irrigation system be discovered within the guarantee period, it shall be corrected by the Contractor at no additional expense to Owner within ten (10) calendar days of receipt of written notice from Owner. When the nature of the repairs as determined by the Owner constitute an emergency {i.e. broken pressure line) the Owner may proceed to make repairs al the Contractor's expense. Any and all damages to existing improvement resulting either from faulty materials or workmanship, or from the necessary repairs lo correct same, shall be repaired to the satisfaction of the Owner by the Contractor, all at no additional cost to the Owner. C. Guarantee shall be submitted on Contractors own letterhead as follows: GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM We hereby guarantee that the sprinkler irrigation system we have furnished and installed is free from defects in materials and workmanship, and the work has been completed in accordance with the drawings and specifications, ordinary wear and tear and unusual abuse, or neglect excepted. We agree to repair or replace any defective material during the period of one year from dale of filing of the Notice of Completion and also to repair or replace any damage resulting from the repairing or replacing of such defects at no additional cost to the Owner. We shall make such repairs or replacements within 1 O calendar days following written notification by the Owner. ln the event of our failure to make such repairs or replacements within the time specified after receipt of written notice from Owner, we authorize the Owner to proceed to have said repairs or replacements made at our expense and we will pay the costs and charges therefore upon demand. PROJECT NAME: PROJECT LOCATION CONTRACTOR NAME: ADDRESS: TELEPHONE: SIGNED. DATE: PART 2-MATERIALS 2.1 Summary Use only new materials of the manufacturer, size and type shown on the drawings and specifications Materials or equipment installed or furnished that do not meet Landscape Architect's, Owner's, or governing agencies standards will be rejected and shall be removed from the site at no expense to the Owner. 2.2 Pipe A. Pressure supply lines 2 inches in diameter and up to 3 inches in diameter downstream of backflow prevention unit shall be Class 315 solvent weld PVC. Piping shall conform to ASTM D2241. 8. Non-pressure lines 3/4 inch in diameter and larger downstream of the remote control valve shall be SCH 40 solvent weld PVC conforming to ASTM 01785. 2.3 Metal Pipe and Fittings A. Brass pipe shall be 85 percent red brass, ANSI, IPS Standard 125 pounds, Schedule 40 screwed pipe. B. Fittings shall be medium brass, screwed 125-pound class. C. Copper pipe and fittings shall be Type "K" sweat soldered, or brazed as indicated on the drawings. 2.4 Plastic Pipe and Fittings A. Pipe shall be marked continuously with manufacturer's name, nominal pipe size, schedule or class, PVC type and grade, National Sanitation Foundation approval, Commercial Standards designation, and date of extrusion. B. All plastic pipe shall be extruded of an improved PVC virgin pipe compound in accordance with ASTM D2672, ASTM 02241 or ASTM D1785. C. All solvent weld PVC fittings shall be standard weight Schedule 40 (and Schedule 80 where specified on the irrigation detail sheet, all mainline fittings shall be Schedule 80 PVC) and shall be injection molded of an improved virgin PVC fitting compound. Slip PVC fittings shall be the "deep socket" bracketed type. Threaded plastic fittings shall be injection molded. All tees and ells shall be side gated. All fittings shall conform to ASTM D2464 and ASTM D2466. D All threaded nipples shall be standard weight Schedule 80 with molded threads and shall conform to ASTM 01785 E. All solvent cementing of plastic pipe and fittings shall be a two-step process, using primer and solvent cement applied per the manufacturer's recommendations. Cement shall be of a fluid consistency, not gel-like or ropy. Solvent cementing shall be in conformance with ASTM D2564 and ASTM D2855. F. When connection is plastic to metal, female adapters shall be hand tightened, plus one turn with a strap wrench. Joint compound shall be non-lead base Teflon paste, tape, or equal. G. All pressure mainlines installed with solvent weld PVC fittings shal! be installed with concrete thrust blocking at all directional changes in the mainline routing Concrete thrust blocking shall not be required when ductile iron fittings and mechanical restraints are specified 2.5 Valves A. Ball Valves: 1. Ball valves shall be of the manufacturer, size, and type indicated on the drawings. 2. Ball valves shall be constructed of a bronze or stainless steel body, stainless steel ball and stem. Ball valves shall have threaded connections. 3. All ball valves shall have a minimum working pressure of not less than 150 PSI and shall conform to AWWA standards. B. Quick Coupler Valves: 1. Quick coupler valves shall be of the manufacturer, size, and type indicated on the drawings. 2. Quick coupler valves shall be brass with a wall thickness guaranteed to withstand normal working pressure of 150 psi without leakage. Valves shall have 1" female threads opening at base, with two-piece body. Valves to be operated only with a coupler key, designed for that purpose Coupler key is inserted into valve and a positive, watertight connection shall be made between the coupler key and valve. C. Automatic Control Valves: 1. Automatic control valves shall be of the manufacturer, size, and type indicated on the drawings. 2. Automatic control valves shall be electrically operated. 3. Provide Christy's valve ID tags for each remote control valve with valve number. 2.6 Valve Boxes A. Valve boxes shall be fabricated from a durable, weather-resistant plastic material resistant to sunlight and chemical action of soils. B. The valve box cover shall be purple in color and secured with a hidden latch mechanism or bolts. C. The cover and box shall be capable of sustaining a load of 1,500 pounds. D Valve box extensions shall be by the same manufacturer as the valve box. E. The plastic irrigation valve box cover shall be an overlapping type. F. Automatic control valve, ball valve boxes shall be 16"x11"x12" 'nominal' rectangular size Valve box covers shall be marked ''RCV" with the valve identification number, or "BV'' "heat branded" onto the cover in 1-1/4 inch high letters/ numbers. G. Drip flush valve and Air relief valve boxes shall be 6" circular size. Valve box covers shall be marked with "FV" or ''ARV" "heat branded" onto the cover in 1-1/4 inch high letters. H. Quick coupler valve boxes shall be 1 O" circular size. Valve box covers shall be marked with "QCV" ''heat branded" onto the cover in 1-1/4 inch high letters. 2.7 Automatic Controller A. Automatic controller shall be of the manufacturer, size, and type indicated on the drawings. B. Controller enclosure shall be of the manufacturer, size, and type indicated on the drawings. C. Controller shall be grounded according to local codes using equipment of the manufacturer, size, and type indicated on the drawings; or as required by local codes and ordinances. 2.8 Electrical A. All electrical equipment shall be NEMA Type 3, waterproofed for exterior installations. B. All electrical work shall conform to local codes and ordinances. 2.9 Low Voltage Control Wiring A. Remote control wire shall be direct-burial AWG-UF type, size as indicated on the drawings, and in no case smaller than 14 gauge. B. Connections shall of the manufacturer, size, and type indicated on the drawings. C. Common wires shall be white in color. Control wires shall be red (where two or more controllers are used, the control wires shall be a different color for each controller. These colors shall be noted on the "Record Drawings" plans located on controller door). D. Ground wires shall be green in color or bare copper and in no case smaller than 6 gauge. 2.10 Irrigation Heads and Drip Emitters AND INLINE DRIP TUBING A. Irrigation heads, drip emitters and in line drip tubing shall be of the manufacturer, size, type, with radius of throw, operating ro~1~G~All~Drvi~T1ADP5,p0l,RicOJVV[[C0if-F~OJ;,997ilR~RR/ilG~AMT7ilO~NGAii"iN\iF,Oi""I~1-"'2~;'-=2i2cc./i16~[=-=-=-=+G"c1s~li;jLC-'A~NiQD""S~C~A~P'.:'.E~C~02f,N;s:,sT~Rij;UC'C2,T~l_,_O~Nf_D:cio"'_CC"_UIU,_,,M~E~N~T'.:'.S~UITTB,,,M;ITiiTA~L--------l------------1------------1------------~[1--_--_--_~r ~;:;:S;l--';.El;.-l;..#::-:::::;:;:;;:;:::::::;~;=;;:;::;;=;-::::::=::;:--:;-;:;:-;-;;-;:=;-; 1 _ _ RT PLANTING QNL Y, INCLUDING 03/08/17 2ndLANDSCAPECONSTRUCTIONDOCUMENTSUBMITTAL ! 20 CITY Qf CARLSBi\D SHEETS DIALTOLLFREE ,,, -. PR[CIS[ LOCA TIQN OF 03/27/17 3rdLANDSCAPECONSTRUCTIONDOCUMENTSUBMITTAL , PLANNl>lG DIVISION 34 GROUNDLEVEL Landscape Architecture 2605 5-;:ote Street, Su1tii B Son Di~go, CA 9H03 (61!:l) ;!25-1990 groundl~v~l,d,c.urn 811 ,f :;~,'.~~,~~E~~ PLAN TING AR[A, 03/29/17 FIELD BULLETIN i/3 ' LANDSCAPE IMPROVEMENT PLANS FOR 'J, OF SOUTHERN 04/14/17 SIGNED APPROVED PLANS VIASAT I GROVE AT LEAST TWO DAYS BEFORE YOU DIG -CALIFORh!A " A s B u L T ,, Expiration Dote: 03-31-18 RCE ___ _ REVIEWED BY: INSPECTOR EXP. ___ _ DATE DATE 1 ;""'S"'H,;cEc;E'"T~N"A'M"E;c;---------------1 11 LANDSCAPE IRRIGATION SPECS. SHT. TD Ll-3.02 l------t---+------------------f----1----l---.i..l __ __. I APPROVED: ( I ~\, ~-~ll e&_ i:;. '-'\-.t, PLANNING i ~~~;==:;:;;;;==:;-;:==~=====~===:;-======::::; t--,C,.,/\"'TE~t-c:l~;;clT;c;-IA;cL--t----------------------tf-D-A_T_[ --+-IN-I-TI-/\L---t-D-,\-TE--l-l-1N-I T-.A-L----1 ) WN BY: L'.JM,,,H.L..__ PRO Jf.CT N 0. DR Aw NG NO I REVISION DESCRIPTION OTHER APPROVAL CITY APPROVA_ ~~\~/g ~~:B=L __ ~--S~U_P_l~3_0_3 _ _JI 480 2N . DESIGNER OF WO".< . -----------~--------- pressure, and discharge rate indicated on the drawings. B. Irrigation heads, drip emitters and inline drip tubing shall be used as indicated on the drawings, 2.11 Drip Irrigation Equipment Drip tubing equipment such as flush valves, air relief valves, wye strainers and pressure regulators shall be of the manufacturer, size, and type indicated on the drawings. 2.12 Miscellaneous Equipment A Landscape.Fabric: 1. Landscape fabric for valve box assemblies shall be 5.0-oz. weight woven polypropylene weed barrier. Landscape fabric shall have a burst strength of 225 PSI, a puncture strength of 60 lbs. and capable of water flow of 12 gallons per minute per square foot. 2. Type: DeWitt Pro 5 Weed Barrier or approved equal. B. Equipment ~uch as fiow sensors, rain sensors, freeze sensors, flush valves, air relief valves, wye strainers, and master valves shall be of the manufacturer, size and type indicated on the drawings. PART 3 -EXECUTION 3.1 Site Conditions A. Inspections': 1. Prior tci all work of this section, carefully inspect the installed work of all other trades and verify that all such work is complete to the point where this installation may properly commence. 2. Verify that irrigation system may be installed in strict accordance with all pertinent codes and regulations, the original design, the referenced standards, and the manufacturer's recommendations. B. Discrepancies: 1. In the event of discrepancy, immediately notify the Landscape Architect or Owner's authorized representative. 2. Do not proceed with installation in areas of discrepancy until all discrepancies have been resolved. C. Grades: 1. Before ·starting work, carefully check all grades to determine that work may safely proceed, keeping within the specified material depths with respect to finish grade. 2. Final grades shall be accepted by the Engineer before work on this section will be allowed to begin. D. Field Measurements: 1. Make all necessary measurements in the field to ensure precise fit of items in accordance with the original design Contractor shall coordinate the installation of all irrigation materials with all other work. 2. All scaled dimensions are approximate. The Contractor shall check and verify all size dimensions prior to proceeding with work Under this section. 3. ExerciSe extreme care in excavating and working near existing utilities. Contractor shall be responsible for damages to utilities, which are caused by his operations or neglect. E. Diagrammatic Intent: The drawings are Sssentially diagrammatic. The size and location of equipment and fixtures are drawn to scale where possible. Provide offsets in piping and changes in equipment locations as necessary to conform with structures and to avoid obstructions or conflicts with othe~ work at no additional expense to Owner. F. Layout: : 1. Prior to1 installation, the Contractor shall stake out all pressure supply lines, routing and location of sprinkler heads, valves, backflow preventer, and automatic controller. 2. Layout'irrigation system and make minor adjustments required due to differences between site and drawings. Where piping is shown on drawings under paved areas, but running parallel and adjacent to planted areas, install the piping in the planted areas. G. Water Supply: Connections to, or the installation of, the water supply shall be at the locations shown on the drawings Minor changes caused by actual site conditions shall be made at no additional expense to Owner. H. Electrical Service: 1. Connections to the electrical supply shall be at the locations shown on the drawings. Minor changes caused by actual site conditions shall be made at no additional expense to Owner. 2. Contractor shall make electrical connections to the irrigation controller. Electrical power source to controller locations shall be provid8d by others. 3. ConlraCtor shall make electrical connections to the irrigation controller. 230-volt single-phase electrical power source to pump assembly location shall be provided by others per NEC codes. 3.2 Trenching A. Excavations shall be straight with vertical sides, even grade, and support pipe continuously on bottom of trench. Trenching excavation shall follow layout indicated on drawings to the depths be!ow finished grade and as noted. Where lines occur under paved area, these dimensions shall be considered below subgrade. B. Provide minimum cover of 18 inches on pressure supply lines 2 ½ inches and smaller C. Provide minimum cover of 24 inches on pressure supply lines 3 inches and larger. D. Provide minimum cover of 18 inches for control wires. E. Provide minimum cover of 36 inches on pressure supply lines under vehicular travel ways. F. Provide mi~imum cover of 12 inches for non-pressure lines. G. Pipes installed in a common trench shall have a 4-inch minimum space between pipes. 3.3 thrust blocks A. Thrust blocks must be constructed of Class ·'B" concrete. B. Thrust blocks shall be poured against undisturbed site soil. C. PVC fitting joints shall be kept free of concrete. Do not encase fitting in concrete. D. Thrust blocking shall be sized to provide the minimum bearing areas as shown below. Bearing areas indicated have been calculated for PVC pipe at a lest pressure of 150 PSI in soil with 2,000 PSI bearing capacity. Increase thrust block sizing as necessary for varying soil conditions. 1. Provide a minimum thrust block bearing area of 2.0 square feet on all bends (all degrees) and tees installed on pressure supply'lines 4 inches and smaller. 3.4 Backfilling A. Backfill mat1erial on all lines shall be the same as adjacent soil free of debris, litter, and rocks over 1/2 inches in diameter. B. Backfill sha1'1 be tamped in 4-inch layers under the pipe and uniformly on both sides for the full width of the trench and the full length of the pipe. Backfill materials shall be sufficiently damp to permit thorough compaction, free of voids. Backfill shall be compacte~ to dry density equal to adjacent undisturb"ed soil and shall conform to adjacent grades. C. Flooding in lieu of tamping is not allowed. D. Under no circumstances shall truck wheels be used to compact backfill. E. Provide salld backfill a minimum of 4 inches over and under all piping under paved areas. 3.5 Piping A. Piping under existing pavement may be installed by jacking, boring, or hydraulic driving. No hydraulic driving is permitted under asphalt pa~ement. B. Cutting or breaking of existing pavement is not permitted. C. Carefully inspect all pipe and fittings before installation, removing dirt, scale, burrs, and reaming. Install pipe with all markings up for visual inspection and verification. D. Remove all dented and damaged pipe sections. E. All lines shall have a minimum clearance of 4 inches from each other and 12 inches from lines of other trades. F. Parallel lin8s shall not be installed directly over each other. G. In solvent Welding, use only the specified primer and solvent cement and make all joints in strict accordance with the manufactufer's recommended methods including wiping all excess solvent from each weld. Allow solvent welds at least 15 minutes setup time before moving or handling and 24 hours curing time before filling. H. PVC pipe shall be installed in a manner, which will provide for expansion and contraction as recommended by the pipe manufacturer. I. Center load all plastic pipe prior to pressure testing. J All threaded plastic-to-plastic connections shall be assembled using Teflon tape or Teflon paste. K. For plastic-fo-metal connections, work the metal connections first. Use a non-hardening pipe dope an all threaded plastic-to-metal connections, except where noted otherwise. All plastic-to-metal connections shall be made with plastic female adapters. 3.6 Controller A. The exact location of the controller shall be approved by the Landscape Architect or Owner's authorized representative before installation. The electrical service shall be coordinated with this location. B. The Irrigation Contractor shall be responsible for the final electrical hook up to the irrigation controller. C. The irrigaticin system shall be programmed to operate during the periods of minimal use of the design area. GROUNDLEVEL Landscape Architecture l6lJS State Street, Suite B San Diego, CA 92103 (6~9) 325-1990 gro" 11dl ~ ve lsd. corn DIGA DIAL TOLL FREE 811 AT LEAST TWO DAYS BEFORE YOU DIG - 3.7 Control Wiring A. Low voltage control wiring shall occupy the same trench and shall be installed along the same route as the pressure supply lines whenever possible B. Where more than one wire is placed in a trench, the wiring shall be taped together in a bundle at intervals of 10 feet. Bundle shall be secured to the mainline with tape at intervals of 20 feet. C. All connections shall be of an approved type and shall occur in a valve box. Provide an 18-inch service loop at each connection. D. An expansion loop of 12 inches shall be provided at each wire connection and/or directional change, and one of 24 inches shall be provided at each remote control valve. E A continuous run of wire shall be used between a controller and each remote control valve. Under no circumstances shall splices be used without prior approval. 3.8 Valves A. Automatic control valves, quick coupler, and gate valves are to be installed in the approximate locations indicated on the drawings. B. Valve shall be installed in shrub areas whenever possible. C. Install all valves as indicated in the detail drawings. D. Valves to be installed in valve boxes shall be installed one valve per box. E. Provide valve ID tags for each remote control valve with valve number. 3.9 Valve Boxes A. Valve boxes shall be installed in shrub areas whenever possible. B Each valve box shall be installed on a foundation of 3/4 inch gravel backfill, 3 cubic feet minimum. Valve boxes shall be installed with their tops 112 inch above the surface of surrounding finish grade in lawn areas and 2 inches above finish grade in ground cover areas. 3.10 Irrigation Heads DRIP EMITTERS And INLINE Drip Tubing A. Irrigation heads, drip emitters and inline drip tubing shall be installed as indicated on the drawings B. Spacing of heads and inline drip tubing shall not exceed maximum indicated on the drawings. C. Riser nipples shall be of the same size as the riser opening in the sprinkler body. 3.11 Miscellaneous Equipment A. Install all assemblies specified herein according to the respective detail drawings or specifications, using best standard practices. B Quick coupler valves shall be set approximately 18 inches from walks, curbs, header boards, or paved areas where applicable. C. Install devices such as rain sensors, freeze sensors, flush valves, and air relief valves, master valves and flow sensors as indicated on the drawings and as recommended by the manufacturer. 3.12 Flushing the System A. Prior lo installation of irrigation headS, the valves shall be opened and a full head of waler used to flush out the lines and risers. B. Irrigation heads shall be installed after flushing the system has been completed. 3.13 Adjusting the System A. Contractor shall adjust valves, align heads, and check the coverage of each system prior to coverage test. B. If it is determined by the Landscape Architect or Owner's authorized representative that additional adjustments or nozzle changes will be required to provide proper coverage, all necessary changes or adjustments shall be made prior to any planting. C. The entire system shall be operating properly before any planting operations commence. D. Automatic control valves are to be adjusted so that the irrigation heads, drip emitters and inline drip tubing operate at the pressure recommended by the manufacturer. 3.14 Testing and Observation A. Do not allow or cause any of the work of this section to be covered up or enclosed until it has been observed, tested and accepted by the Landscape Architect, Owner, and governing agencies. B. The Contractor shall be solely responsible for notifying the Landscape Architect1 Owner, and governing agencies, a minimum of 48 hours in advance, where and when the work is ready for testing. C. When the sprinkler system is completed, the Contractor shall perform a coverage test of each system in its entirety to determine if the water coverage for the planted areas is complete and adequate in the presence of the Landscape Architect. D. The Contractor shall furnish all materials and perform all work required to correct any inadequacies of coverage due to deviations from the plans, or where the system has been willfully installed as indicated on the drawings when it is obviously inadequate, without bringing this to the attention of the Landscape Architect. This test shall be accepted by the Landscape Architect and accomplished before starting any planting. E Areas to be maintained for the formal maintenance period shall start maintenance at the same time, as directed by the Landscape Architect, Owner, and governing agencies. Partial areas will not be released into maintenance prior to completion of items listed in the pre-maintenance review. The maintenance period may not be phased. F. If, alter the maintenance review, the irrigation systems are not accepted by the Landscape Architect, the contractor shall reimburse the Architect for additional site visits, or additional time required to review work. All additional time will be billed at the Architect's hourly rate and will be paid for by the contractor at no additional cost to the owner. G. Final inspection will not commence without record drawings as prepared by the Irrigation Contractor. 3.15 Maintenance During the maintenance period the Contractor shall adjust and maintain the irrigation system in a fully operational condition providing complete irrigation coverage to all intended plantings. 3.16 Completion Cleaning Clean up shall be made as each portion of the work progresses. Refuse and excess dirt shall be removed from the site, all walks and paving shall be swept, and any damage sustained on the work of others shall be repaired to original conditions. END OF SECTION RT UNDERGROUND SERVICE ALERT DF SOUTHERN CALIFORNIA APPROVED roR !RR/GA TION ANO PLANTING ONLY, INCLUDING PR[C/S[ LOCATION or PLANTING AREA. "AS BUILT" "CE ___ _ EXP, ____ _ DATF 12/22/16 03/08/17 03/27/17 03/29/17 04/14/17 I st LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL 2nd LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL 3rd LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL FIELD BULLETIN #3 SIGNED APPROVED PLANS SHEET# 21 CITY OF CARLSBAD PLANNING lJ VISION LANDSCAPE JMPROVEMENT PLANS FOR: VIASAT I GROVE I SHT. ID "S"H"'E;;-;Ec;;T;;---,N"A"_\l'C:c;-' ------------ Ll-3 .03 LANDSCAPE IRRIGATION SPECS. I APPROVED: ,:;," r1:f. _PLANNING (~ 6v §\,~i:\:: s:,-. s.,. tJ I' Expirotion Dote: 03-31-18 "EVIEWED BY: i ;;:::~::;:::_==;;:;;:;===-===~~=======:;;::====~ i 1-~=-+-==+-------------------t------+---+-----,-----1 DW'-1 BY: ~J~M~H__ "ROJEC I NO. DRAWN G NO. DATE INITIAL DATE Nl~IAL D,\E 'INITIAL CflKD 3y BL INSP[CTOR DATE DESIGNcR OF WORK '\E\/ISION DESCR PTI0,'1 OTHER APP,OVAL CITY APPROVAL RVWD BY: ---~1 ~I __ S_U_P_1_3_-_0_3_ 480-2N : i i N 9 Cl.. -' 1-w w I (/) LLJ w (/) w z -' I 0 i EXISTING 3/4" POTABLE COLD WATER LINE SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION. SEE "VIASAT BUILDING 10 T.I." PLANS BY SCA ARCHITECTS FOR AS-BUILT DOCUMENTATION \ )I '/I I ~~ i PER SHEET (Ll-1.03) THE EXISTING IRRIGATION IN THIS PLANTER SHALL BE REPLACED WITH DRIP IRRIGATION TO BE COMPATIBLE WITH THE ADJACENT IRRIGATION METHOD. IF EXISTING PLANT MATERIAL IS DAMAGED DURING INSTALLATION IT WILL BE REPLACED WITH THE SAME SPECIES PLANT MATERIAL AND AT AN EQUAL SIZE TO THE DAMAGED PLANT MATERIAL. THE BARK MULCH WILL BE REPLACED IN THIS PLANTER TO A DEPTH OF 3". EXISTING 3/4" POTABLE COLD WATER LINE SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION. SEE "VIASAT BUILDING 10 TJ" PLANS BY SCA ARCHITECTS FOR AS-BUILT DOCUMENTATION ---- EXISTING HOSE BIB WITH NO _SERVICE TIE IN. HOSE BIB AND LATERAL LINE TO REMAIN FOR POTENTIAL FUTURE TIE IN FROM BUILDING 11 I . ~ . ~.· I I • ■ BO D I ., I I I 3/4" (E)CW 3/4" ( )CW ====~~~~~-~-~~~~~~~~~f'-==-r~I------ >----+--~~I--+---+---+----+--' . : . ·' ; .. ·. ·-' .. ~-. ··._· .... ·.-.... ·. -·_ .· __;_. --.-·.· 01 ~I · 1 t----t--~.---t--------t~~~--t---~l wz1 ········1 . I NEW 3/4" CW EW OSE Bl . SEE DETAIL (8/LC-3.02) 3/4" (E)CW l I DOMESTIC WATER / LATERAL NOT NEEDED FOR NEW / HOSE BIB TIE IN . 'i l l --- [ □ Tlt'Y"v'Yv~.lU pl' LIMIT OF WORK "'■■ ._, ..... ..... DOMESTIC WATER ' -. --;;,,- LATERAL NOT NEEDED FOR NEW HOSE BIB TIE IN 0 0 I I KEYMAP ~ NOTTO SCALE "' C r " z t:r @ Gl SEE SHEETS -n 3, 16,22 0 ·-SEE SHEETS 4, 17,23 7 0 I I 5 i • .. I ' 10 20 I a c:, ' C> II a ~ Landscape Architecture 2605 StJte St1~~t, Sulrn B s~r, 01~~"· CA '.!L1U3 (61'.J) :J25<990 gr1,Ju11dlevelsd.co,n I:: J; ,i $' ·) I ; ½,_ .,., --~o : r:: . -~ -I -----f~-! ' --, DIGALF,RT DIAL TOLL FREE ~ rn a 111 UNDERGROUND n SERVICE ALERT OF SOUTHERN AT LEAST TWO CALIFORNIA DAYS BEFORE YOU DIG -V;t;i.OSCAp< ~'g,t-<;J LE!;,,i't;'l,pc, '1$, q; w ci-~ ~~ 0 ~ -(') ....I /.A .loo. -I ,. orm,J"' ~r~ •·-/.,.,'<-:=::xpi:atior. :"'I')'-~~-3.31-• ~ Dule: or c.0.1.-1~ 03-31-18 I -- PLANT MATERIAL LEGEND -FULL TREES REFER TO DETAILS ON SHEET L-XX FOR TREE PLANTING AND STAKING QUANTITY I SYMBOL I SIZE I BOTANICAL NAME I COMMON NAME 3 FP 36" BOX CERCIS CANADENSIS 'FOREST PANSY' EASTERN REDBUD 2 01 60" BOX DRACAENA DRACO DRAGON TREE 2 02 48" BOX DRACAENA DRACO DRAGON TREE 1 PL 36" BOX PLATANUS RACEMOSA CALIFORNIA SYCAMORE 2 PR 60" BOX PLATANUS RACEMOSA CALIFORNIA SYCAMORE 1 Q1 120" BOX QUERCUS AGRIFOLIA COAST LIVE OAK 2 Q2 84" BOX QUERCUS AGRIFOLIA COAST LIVE OAK 3 Q3 84" BOX QUERCUS VIRGINIANA SOUTHERN LIVE OAK c:··) EXISTING TREE IS TO BE PROTECTED IN PLACE -·~--~·· SHRUBS REFER TO DETAILS ON SHEET L-XX FOR SHRUB PLANTING AND STAKING QUANTITY I SYMBOL I SIZE I BOTANICAL NAME I COMMON NAME 32 14 336 54 29 8 46 28 295 2003 834 95 STUB UP AND CAP WITH NO SERVICE TIE IN. 3/4" EXISTING COLD WATER SERVICE LINE CB 15 GAL. AGAVE 'BLUE FLAME' BLUE FLAME AGAVE 0 24" BOX AGAVE WEBER! WEBER AGAVE 0 5 GAL. ALOE ROOIKAPPIE LITTLE RED RIDING HOOD ALOE BO 24" BOX BAMBUSA DOLICHOMERITHALLA 'GREENSTRIPE' GREEN STRIPE BLOWGUN BAMBOO 0 15 GAL. CORDYLINE BANKSII 'ELECTRIC PINK' ELECTRIC PINK GRASS TREE 8 24" BOX EUPHORBIA AMMAK AFRICAN CANDELABRA 0 24" BOX FICUS MICROCARPA 'GREEN GEM' GREEN GEM @ 15 GAL. LIGUSTRUM JAPONICUM 'TEXANUM' WAXLEAF PRIVET 0 15 GAL. RHAPHIOLEPIS UMBELLATA 'MINOR' DWARF YEDDO HAWTHORN 0 1 GAL. SESLERIA AUTUMNALIS AUTUMN MOOR GRASS © 1 GAL. TRACHELOSPERMUM JASMINOIDES STAR JASMINE 0 5 GAL. WESTRINGIA 'BLUE GEM' BLUE GEM COAST ROSEMARY PLANTING KEYNOTES SYMBOL I DESCRIPTION EXISTING PLANT MATERIAL ON SLOPES & BOTTOM OF BASIN TO REMAIN. ASSUME SUPPLEMENTING 25% OF TOTAL AREA WITH 1 GAL. JUNCUS PA TENS AND 1 GAL. CAREX PRAEGRACILIS TO FILL IN MISSING/ DEAD MATERIAL. 4' DEEP ROOT BARRIER PER SPECIFICATIONS CARLSBAD MUNICIPAL WATER DISTRICT EASEMENT. NO TREES OR LARGE SHRUBS MAY BE PLANTED. SEWER EASEMENT. NO TREES OR LARGE SHRUBS MAY BE PLANTED. PLANTING NOTES SYMBOL I DESCRIPTION TREES ARE STANDARD FORM UNLESS NOTED OTHERWISE. TRIPLE STAKE TREES, UNLESS NOTED OTHERWISE. ALL TREES WITHIN 5' OF HARDSCAPE OR CURBS SHALL RECEIVE ROOT BARRIERS PER SPECIFICATIONS. WHERE ORNAMENTAL GRASSES ARE PLANTED NEXT TO A CURB OR SIDEWALK, HOLD CENTER OF PLANT 24" FROM EDGE OF HARDSCAPE SURFACE. MINIMUM TREE SEPARATION DISTANCE TRAFFIC SIGNALS, STOP SIGNS ............................................ 20 FT. UNDERGROUND UTILITY LINES (EXCEPT SEWER) ............. 5 FT. SEWER LINES................................. .. ............................. 10 FT . ABOVE GROUND UTILITY STRUCTURES .............................. 10 FT. DRIVEWAYS .............................................................................. 10 FT. INTERSECTIONS ....................................................................... 25 FT. (INTERSECTING CURB LINES OF TWO STREETS) APPROV[D F"OR /RR/GA TION AND 12/22/16 I st LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL PLANTING ONLY, INCLUDING 03/08/17 2nd LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL 03/27 /17 3rd LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL PREC/S[ LOCATION or 03/29 /17 FIELD BULLETIN #3 PLANTING AREA. 04/14/17 SIGNED APPROVED PLANS "AS l:3UILT" RCE EXP DATE RFVIEWED BY: DA Tc INITIAi_ DATE INITIAL DATE INITIAL "C:VISION DlSCf"PT ON l~i:if-'lC IOf< DAE DESIGNER O;::-WORK OTHER A0 PROVAL CITY APPROVAL I WUCOLS I HEIGHT I SPREAD I REMARKS MEDIUM 12' 8' STANDARD LOW 10' 8' (5) ARM MINIMUM LOW 8' 6' (5) ARM MINIMUM MEDIUM 14' 10' MUL Tl-TRUNK MEDIUM 25' 14' MUL Tl-TRUNK LOW PER SUBMITTAL DOCUMENTS LOW PER SUBMITTAL DOCUMENTS LOW PER SUBMITTAL DOCUMENTS - I WUCOLS I HEIGHT I SPREAD I REMARKS LOW 24" 24" (1) BREATHER TUBE LOW 36" 36" (1) BREATHER TUBE " 24" O.C. TWO ROWS LOW - MEDIUM 12'-0" 41_011 24" 24"0.C. INSTALL PER LOW SUCCULENT DETAIL 3 TRUNKS 18" TOTAL LOW MIN. HEIGHT (1) BREATHER TUBE MEDIUM 8'-011x2 1-0 11 24" 0.C. COLUMN MEDIUM FORM 5'-0" HEIGHT LOW 24" 24" MEDIUM 12" 6" MEDIUM -" " - LOW 24" 18" 1 522 1 #1 CITY 0 I_,' CARLSBAD I s-34 5 I PLANNING DIVSION LANDSCAPE IMPROVEMENT PLANS FOR: VIASAT I GROVE SHT. ID SHEi'.:'!' NAME LP-1.01 PLANTING PLAN I APPROVED: I ~ g-8\~i\-: c:;.5.\7 P_ANNING DWN 8Y: JMH PROJECT· NO. DRAWING NO CHKD BY: Bl SUP 13-03 480-2N "VWD BY: 7 EXISTING 3/4" POTABLE COLD WATER LINE SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION. SEE "VIASAT BUILDING 10 TJ" / PLANS BY SCA ARCHITECTS FOR 1 /; AS-BUILT DOCUMENTATION I I ! ! ' ' ! EXISTING 3/4" POTABLE COLD / WATER LINE SHALL BE PROTECTED/ IN PLACE DURING CONSTRUCTION. I I SEE "VIASAT BUILDING 10 T.I." PLANS BY SCA ARCHITECTS FOR AS-BUILT DOCUMENTATION I ! I I I / j I I I I I I I I I I I I I I I I KEYMAP ~ NOTTO SCALE "' C: r ~ ("" I 0 •• □ SEE SHEETS 3, 16,22 SEE SHEETS 4,17,23 I I "(E)CW I H I I I --------------1 ' ' '===' ' 1 -----;J i I I I I I -----------, s - ----------LIMIT OF WORK EXISTING 3/4" POTABLE COLD WATER LINE SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION. SEE "VIASAT BUILDING 10 TJ" PLANS BY SCA ARCHITECTS FOR AS-BUILT DOCUMENTATION I~ Jes!: I 0 5 10 20 GROUNDLEVEL 0 ' 0 II Landscape Architecture 2605 Slcltt> Strtrnt, S~lt~ B San lJ.eg(), CA ':ILlUJ (619) 325-1990 groundle•1elsd.corn I I : UJ ! w ! U) iw ·z PLANT MATERIAL LEGEND -FULL TREES REFER TO DETAILS ON SHEET L-XX FOR TREE PLANTING AND STAKING QUANTITY I SYMBOL I SIZE I BOTANICAL NAME I COMMON NAME 3 FP 36" BOX CERCIS CANADENSIS 'FOREST PANSY' EASTERN REDBUD 2 D1 60" BOX DRACAENA DRACO DRAGON TREE 2 D2 48" BOX DRACAENA DRACO DRAGON TREE 1 PL 36" BOX PLATANUS RACEMOSA CALIFORNIA SYCAMORE 2 PR 60" BOX PLATANUS RACEMOSA CALIFORNIA SYCAMORE 1 Q1 120" BOX QUERCUS AGRIFOLIA COAST LIVE OAK 2 Q2 84" BOX QUERCUS AGRIFOLIA COAST LIVE OAK 3 Q3 84" BOX QUERCUS VIRGINIANA SOUTHERN LIVE OAK ... •-··•,. . ' '-. ' ) EXISTING TREE IS TO BE PROTECTED IN PLACE -···-·•' SHRUBS REFER TO DETAILS ON SHEET L-XX FOR SHRUB PLANTING AND STAKING QUANTITY I SYMBOL I SIZE I BOTANICAL NAME I COMMON NAME 32 14 336 54 29 8 46 28 295 2003 834 95 EXISTING 3/4" POTABLE COLD WATER LINE SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION. SEE "VIASAT BUILDING 10 TJ" PLANS BY SCA ARCHITECTS FOR AS-BUILT DOCUMENTATION ® 15 GAL. AGAVE 'BLUE FLAME' BLUE FLAME AGAVE ® 24" BOX AGAVE WEBERI WEBER AGAVE 0 5 GAL. ALOE ROOIKAPPIE LITTLE RED RIDING HOOD ALOE 8D 24" BOX BAM BUSA DOLICHOMERITHALLA 'GREENSTRIPE' GREEN STRIPE BLOWGUN BAMBOO 0 15 GAL. CORDYLINE BANKSII 'ELECTRIC PINK' ELECTRIC PINK GRASS TREE ' 8 24" BOX EUPHORBIA AM MAK AFRICAN CANDELABRA 0 24" BOX FICUS MICROCARPA 'GREEN GEM' GREEN GEM @ 15 GAL. LIGUSTRUM JAPONICUM 'TEXANUM' WAXLEAF PRIVET 0 15 GAL. RHAPHIOLEPIS UMBELLATA 'MINOR' DWARF YEDDO HAWTHORN 0 1 GAL. SESLERIA AUTUMNALIS AUTUMN MOOR GRASS @ 1 GAL. TRACHELOSPERMUM JASMINOIDES STAR JASMINE 0 5 GAL. WESTRINGIA 'BLUE GEM' BLUE GEM COAST ROSEMARY PLANTING KEYNOTES SYMBOL I DESCRIPTION EXISTING PLANT MATERIAL ON SLOPES & BOTTOM OF BASIN TO REMAIN. ASSUME SUPPLEMENTING 25% OF TOTAL AREA WITH 1 GAL. JUNCUS PA TENS AND 1 GAL. CAREX PRAEGRACILIS TO FILL IN MISSING/ DEAD MATERIAL. 4' DEEP ROOT BARRIER PER SPECIFICATIONS CARLSBAD MUNICIPAL WATER DISTRICT EASEMENT. NO TREES OR LARGE SHRUBS MAY BE PLANTED. SEWER EASEMENT. NO TREES OR LARGE SHRUBS MAY BE PLANTED. PLANTING NOTES SYMBOL I DESCRIPTION TREES ARE STANDARD FORM UNLESS NOTED OTHERWISE. TRIPLE STAKE TREES, UNLESS NOTED OTHERWISE. ALL TREES WITHIN 5' OF HARDSCAPE OR CURBS SHALL RECEIVE ROOT BARRIERS PER SPECIFICATIONS. WHERE ORNAMENTAL GRASSES ARE PLANTED NEXT TO A CURB OR SIDEWALK, HOLD CENTER OF PLANT 24" FROM EDGE OF HARDSCAPE SURFACE. MINIMUM TREE SEPARATION DISTANCE NEW HOSE BIB WITH 3/4" DOMESTIC WATER SERVICE LINE FROM EXISTING POTABLE COLD WATER LINE. SEE DETAIL (8/LC-3.02) TRAFFIC SIGNALS, STOP SIGNS ............................................ 20 FT. UNDERGROUND UTILITY LINES (EXCEPT SEWER) ............. 5 FT. SEWER LINES .......................................................................... 10 FT. ABOVE GROUND UTILITY STRUCTURES .............................. 10 FT. DRIVEWAYS .............................................................................. 10 FT. INTERSECTIONS...... . ...... . ........................................... 25 FT. (INTERSECTING CURB LINES OF TWO STREETS) DIGA RT APPRO\/c.V roR /RR/GA /ION ANO 12/22/16 I st LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL PLANTING UNL Y, !J\/CLUO!J\/G 03/08/17 2nd LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL 3rd LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL PRECISE LOCATION OF 03/27 /17 DIAL TOLL FREE-l'II "' 811 UNDERGROUND PLANTING ARCA. 03/29/17 FIELD BULLETIN #3 ri( ~ SERVICE ALERT 04/14/17 SIGNED APPROVED PLANS OF SOUTHERN ATLEAST TWO CALIFORNIA "AS BUil T" DAYS BEFORE YOU DIG - v,1'10S CApt ,$'#0 LE!i,q~-1:'l:, i ~"' w, '}~ RCE EXP. DA ll CJ .,,, 0 rn -(> _J y ~ ~ REVIEW~J ::IY: I I ~.";:;,.f;#'~ Expiration CATE INITIAL DATE INITIAL DATE Dale: WUCOLS MEDIUM LOW LOW MEDIUM MEDIUM LOW LOW LOW - WUCOLS LOW LOW LOW MEDIUM LOW LOW MEDIUM MEDIUM LOW MEDIUM MEDIUM LOW INITIAL ~J °'1'4/17 4 REVISION DESCRIPTION O; CAL 11 03-31-18 DESIGI\ER OF WOoK , OTHER APPROVAL CITY APPROVAL INSPECTOR □A-E I I HEIGHT I SPREAD I REMARKS 12' 8' STANDARD 10' 8' (5) ARM MINIMUM 8' 6' (5) ARM MINIMUM 14' 10' MUL Tl-TRUNK 25' 14' MUL Tl-TRUNK PER SUBMITTAL DOCUMENTS PER SUBMITTAL DOCUMENTS PER SUBMITTAL DOCUMENTS I HEIGHT I SPREAD I REMARKS 24" 24" (1) BREATHER TUBE 36" 36" (1) BREATHER TUBE " 24" O.C. TWO ROWS - 12'-0" 41.011 24" 24"O.C. INSTALL PER SUCCULENT DETAIL 3 TRUNKS 18" TOTAL MIN. HEIGHT (1) BREATHER TUBE 81-0 11x2'-0II 24" O.C. COLUMN FORM 5'-0" HEIGHT 24" 24" 12" 6" " " -- 24" 18" 1 523 1 #1 CITY 0 b' CARLSBAD SHEETS 34 PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: VIASAT I GROVE SHT, ID SHl:ET NAME LP-1.02 PLANTING PLAN APPRU\/fD: /~,~ '=f.!:::-\\~ ~-c,.~i - Pl J\NN NG OWN BY JMH PRU.JECT NO. DRJ\WING NU. - CHKD BY: BL SUP 13-03 480-2N RVWD BY: ' ' ' ' ' i ! ' -----~·---·-----.. --·---------------------------------------- PLANT MATERIAL LEGEND -FULL TREES REFER TO DETAILS ON SHEET L-XX FOR TREE PLANTING AND STAKING QUANTITY I SYMBOL SIZE I BOTANICAL NAME I COMMON NAME WUCOLS I HEIGHT I SPREAD I REMARKS 3 FP 36" BOX CERCIS CANADENSIS 'FOREST PANSY' EASTERN REDBUD MEDIUM 12' 8' STANDARD 2 D1 60" BOX DRACAENA DRACO DRAGON TREE LOW 10' 8' (5) ARM MINIMUM 2 D2 48" BOX DRACAENA DRACO DRAGON TREE LOW 8' 6' (5) ARM MINIMUM 1 PL 36" BOX PLATANUS RACEMOSA CALIFORNIA SYCAMORE MEDIUM 14' 1 O' MULTI-TRUNK 2 PR 60" BOX PLATANUS RACEMOSA CALIFORNIA SYCAMORE MEDIUM 25' 14' MULTI-TRUNK 1 Q1 120" BOX QUERCUS AGRIFOLIA COAST LIVE OAK LOW PER SUBMITTAL DOCUMENTS 2 Q2 84" BOX QUERCUS AGRIFOLIA COAST LIVE OAK LOW PER SUBMITTAL DOCUMENTS 3 Q3 84" BOX QUERCUS VIRGINIANA SOUTHERN LIVE OAK LOW PER SUBMITTAL DOCUMENTS .------. , . \.,__~ _ _) EXISTING TREE IS TO BE PROTECTED IN PLACE . . SHRUBS REFER TO DETAILS ON SHEET L-XX FOR SHRUB PLANTING AND STAKING QUANTITY I SYMBOL SIZE I BOTANICAL NAME I COMMON NAME WUCOLS I HEIGHT I SPREAD I REMARKS 32 14 336 54 29 8 46 28 295 2003 834 95 ;, ,1, -Ji ~ GROUNDLEVEL Landscape Architecture .16US Stole Street, Suite B Son OleBO, CA n103 (619) 325-1990 grou nd I ev els d .c "In 0 15 GAL. AGAVE 'BLUE FLAME' BLUE FLAME AGAVE LOW 2411 24" (1) BREATHER TUBE G 24" BOX AGAVE WEBERI WEBER AGAVE LOW 3611 3611 (1) BREATHER TUBE 0 " 24" O.C. TWO ROWS 5 GAL. ALOE ROOIKAPPIE LITTLE RED RIDING HOOD ALOE LOW - BD 24" BOX BAMBUSA DOLICHOMERITHALLA 'GREENSTRIPE' GREEN STRIPE BLOWGUN BAMBOO MEDIUM 12'-0" 4'-0 11 (S) 24" 24"O.C. INSTALL PER 15 GAL. CORDYLINE BANKSll 'ELECTRIC PINK' ELECTRIC PINK GRASS TREE LOW SUCCULENT DETAIL 8 3 TRUNKS 18" TOTAL 24" BOX EUPHORBIA AM MAK AFRICAN CANDELABRA LOW MIN. HEIGHT (1) BREATHER TUBE 0 24" BOX FICUS MICROCARPA 'GREEN GEM' GREEN GEM MEDIUM 81-011x2'-0'1 24" O.C. COLUMN @ 15 GAL. LIGUSTRUM JAPONICUM 'TEXANUM' WAXLEAF PRIVET MEDIUM FORM 5'-0" HEIGHT 0 15 GAL. RHAPHIOLEPIS UMBELLATA 'MINOR' DWARF YEDDO HAWTHORN LOW 24" 2411 0 1 GAL. SESLERIA AUTUMNALIS AUTUMN MOOR GRASS MEDIUM 1211 6" @) 1 GAL. TRACHELOSPERMUM JASMINOIDES STAR JASMINE MEDIUM " " -- 0 5 GAL. WESTRINGIA 'BLUE GEM' BLUE GEM COAST ROSEMARY LOW 24" 18" PLANTING KEYNOTES SYMBOL DESCRIPTION EXISTING PLANT MATERIAL ON SLOPES & BOTTOM OF BASIN TO REMAIN. ASSUME SUPPLEMENTING 25% OF TOTAL AREA WITH 1 GAL. JUNCUS PATENS AND 1 GAL. CAREX PRAEGRACILIS TO FILL IN MISSING/ DEAD MATERIAL. 4' DEEP ROOT BARRIER PER SPECIFICATIONS CARLSBAD MUNICIPAL WATER DISTRICT EASEMENT. NO TREES OR LARGE SHRUBS MAY BE PLANTED. SEWER EASEMENT. NO TREES OR LARGE SHRUBS MAY BE PLANTED. PLANTING NOTES SYMBOL CD ® G) @ ® DESCRIPTION TREES ARE STANDARD FORM UNLESS NOTED OTHERWISE. TRIPLE STAKE TREES, UNLESS NOTED OTHERWISE. ALL TREES WITHIN 5' OF HARDSCAPE OR CURBS SHALL RECEIVE ROOT BARRIERS PER SPECIFICATIONS. WHERE ORNAMENTAL GRASSES ARE PLANTED NEXT TO A CURB OR SIDEWALK, HOLD CENTER OF PLANT 24" FROM EDGE OF HARDSCAPE SURFACE. MINIMUM TREE SEPARATION DISTANCE TRAFFIC SIGNALS, STOP SIGNS ............................................ 20 FT. UNDERGROUND UTILITY LINES (EXCEPT SEWER) ............. 5 FT. SEWER LINES.. . ................................................................ 10 FT. ABOVE GROUND UTILITY STRUCTURES .............................. 10 FT. DRIVEWAYS ............................................................................ 10 FT. INTERSECTIONS ....................................................................... 25 FT. (INTERSECTING CURB LINES OF TWO STREETS) DIGA RT Af--!Pf,?UVl:.D f-OR /RR/GA TION ANO 12/22/16 lstLANDSCAPECONSTRUCTIONDOCUMENTSUBMITTAL I SHEEI# Cl'l'Y or.;,, CARLSBAD I SH3E4ETS I PLAN //NG QNL y /i\/CLUO//\IG 03/08/17 2nd LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL I I' , ! 24 PLANNINCO DII/ISION PRE Cl S[ L OCA rf ON OF 03/27/17 3rd LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL 1 ~ DIAL TOLL FREE 811 Ar LEAST TWO DAYS BEFORE YOU D!G - H.I. UNDERGROUND SERVICE ALERT UF SOUTHERN CALIFORNIA PLAN -/ ·1N G A ucr·A. f-'o_,.3f.:c29'-'-J"'-1 7+-_-+FcclE""LD'-Bc.cU""LLcc.ET"'-INc.c#c.c3 _____________ --J-__ .j___--+---1 LANDSCAPE IMPROVEMENT PLANS FOR: t------,-, A-s--_U_LJ_I _L1_ \-,-,-, -----l-0""4,_,_/1"'-4/,_,17-1---_..+esc:'.1G,,.,NEc=:D.'.cA'-'-PP-"'RO:::_V'...=_ED,:_P'-=LA'..'.'N'-'S------------l-----l---l-----l VIAS AT I G-ccR=O=Y~E=~--------_j U I 1----+--+--------------------l---+----+---l SHT. ID SHEET NAME f-----+--+-------------1-------1-_--1--__J LP-2.01 PLANTING LEGEND AND NOTES -----~--+---+------------------+----l----1-----11 AP~ROl/cD: r I EXP.___ DAT[ , ___ _1,f_.,,'f;....,.Jc..:::,,:: ~ '3 E:{\ ~1t t, . 9, . \ 7 i-:-:-;~-:;::-:-:-;-::-;-------------7----i----l-------------------i--___j_ __ _(_ _ ___J PL/\NNl~G _ REI/le.WED BY: ~~~:::::::;;:;;:==:;-;====:========;;====:::; f--□-A-TE--+-IN-IT-IA-_+--------------------1---+----+---1 ll'/IN BY· JMH PROJEC I NC. DRAWING N 0. _D_AT_E-1-_IN_ITI_AL-+_U_A_rF~_IN_IT_IA_L__. CHKlJ tlY: B'.'c.L __ DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAi CITY APPHOVAL RI/WD BY SUP 13-03 480-2N RCl __ _ NSPECTCR DATE ------------------- KEYMAP ~ NOTTO SCALE r SEE SHEETS 3,16,22 SEE SHEETS 4,17,23 0 ROOT BALL 0 0 0 _,..,--1, 5, OR 15 GALLON CONTAINER PLANT ~-PLANT SO ROOT BALL IS 1 "-2" ABOVE FINISH GRADE ~-MULCH LAYER ~-FORM 3" WATERING BASIN WITH BACKFILL SOIL MIX ------SCARIFY SIDES OF PIT ~------FERTILIZER TABLETS PER SPECIFICATIONS. INSTALL SO THEY DO NOT TOUCH ROOT BALL BREATHER TUBE WITH SUMP-LU 15 GAL SIZE OR LARGER ~ 0 CONTAINER SHRUB PLANTING SCALE: N.T.S. ~---BREATHER TUBE W/ FLAT DRAIN GRATE ~-3" PERFORATED FLEX PIPE '11-------r---, WRAPPED IN FILTER FABRIC SOCK ----------TREE TO BE CENTERED PLAN: NTS. L1 rJ ON TREE WELL AS INDICATED ON PLANTING PLANS 0 0 0 0 0 0 0 0 • 00 a SECTION 0 TREE DRAIN SYSTEM 1, 5, 15 GALLON OR 24" BOX SIZE ------- SUCCULENT PLANT NATIVE SOIL . 3" LAYER OF 1" LAVA ROCK IN PLANT PIT SLOPE PIT 6" TO CONNECTION -------- 0 . I ,- 0 ROOT BALL 0 0 0 0 0 0 f----2X ROOTBALL ---+ 0 SUCCULENT PLANTING 0 ~=---'--BREATHER TUBE 0 0 0 0 0 0 (2 PER PALM) vi-1---EDGE OF TREE PIT GRAVEL BASE 3" CROSS TEE FITTING 4" 90 ELL AND 3"x4" REDUCER BUSHING 4' WIDE X 8' HEIGHT SUMP SCALE N.T.S. PLANT SO ROOT BALL IS 1"-2" ABOVE FINISH GRADE MULCH LAYER PER PLAN, TAPER AT ROOT BALL FINISH GRADE SCARIFY SIDES OF PIT PIT BACKFILL MIX PER SPECS FERTILIZER TABLETS PER SPECIFICATIONS. INSTALL SO THEY DO NOT TOUCH ROOT BALL BREATHER TUBE WITH SUMP -15 GAL SIZE @ OR LARGER LP-201 SCALE: NTS. ---------------------- ~----BOTTOM OF TREE PIT SLOPES TO SUMP DRAINS ~..-+--BREATHERTUBE/SUMP DRAIN, SEE DETAIL ,__ PLANT PIT ...---f-----+--+--1---TREETRUNK 2X BOX SIZE i-,l-f---1---ROOT BALL ~----t---BERM AROUND WATERING BASIN 0 TREE PLANTING PLAN SCALE: N.T.S. SCHEDULE: PLANT SIZE 15 GALLON (AS NOTED IN FINISHED GRADE THE PLANTING LEGEND) EARTH BERM 24" BOX 36" BOX DRAIN GRATE ----~ GEOTEXTILE FABRIC OVER SUMP (TYP.) BOTTOM OF PLANT PIT 0 0 0 48" BOX & LARGER tff!o--lL----,~---cc--'--DUCT TAPE HOLES WITHIN 6"0F FINISHED GRADE +-------PLANT PIT o 11Ho1------GEOTEXTILE DRAIN "SOCK" -'le---_.,_r-:,--.,.,--'L/11 o-1;1------, PERFORATED DRAIN PIPE - SUMP QTY. (1) 3" PIPE (1) 4" PIPE (2) 4" PIPE (2) 4" PIPE n'. w SIZE AND QUANTITY PER SCHEDULE •'j SUMP DEPTH 3' DEEP 4'DEEP 4' DEEP 4' DEEP (l_ w :r: _J f--::J (l_ 0 WW 0 :r: (l_ u 2 Cf) ::J --· 0 llf'-!o------3/4" CRUSHED ROCK SUMP BACKFILL (NO ROCK IN PIPE) --n>,,,r,,11 ---------.-0 ------SUB GRADE Cf) -----"-c!~'---"'-'-----"TIE OFF" SOCK TO CLOSE END l2"~IA l " n 0 BREATHER TUBE WITH SUMP 4 e------------S CALE: NTS. GROUNDLEVEL Landscape Architecture 2605 Statt'Stre~t, Suite~ Sa11 Oi~gu, CA ~lllJ:l (6EI) ~LS-El!/0 ~ruu ndle~elsd.corn DIGA RT DIAL TOLL FREE ~ "' UNDERGROUND 811 , "( SERVICE ALERT OF SOUTHERN ArLEABr rwo CALIFORNIA DAYS aEFORE YOU DIG s.>;l'fJSCAp, <,,<>"#Q L~"'1"4~1'c, 'I!,., w ,t,~ u~ 0 "' 3 ~ Q .. -. "'N 14117 "'i,:,-., --""' Expiro tion ~/-. ""'· ,_,,_. 0~ Dote: O; CALI~ 03-31-18 APPROVCO FOR /RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCA T!ON OF PLAN/ING ARCA. "AS BUILT" RC[ EXP. DATE REVlcWED BY: INSPECTOR DAT[ 0 ROOT BARRIER "' ~-PAVING, CURB, OR HEADER PER PLAN ~-ROOT BARRIER PER SPECS ~-FINISHED GRADE (SEE PLAN AND SPECS FOR MULCH) -----COMPACTEDSUBGRADEPER SPECS SET ROOTBALL MIN. 2" ABOVE FINISH GRADE ROOTBALL SCALE: 1 "=1'-0" ~~--EARTH BERM FINISH GRADE 0 -'-SCARIFY SIDES OF PIT /_.,."'4''A--0s--¥;,4-----FERTILIZER TABLETS, PER SPECIFICATIONS I--""""4-¥7'1----PLANTING BACKFILL MIX PER SPECIFICATIONS i,:~~:v<i"~,l::;A!:i;::<t.i~""~cc~'2'.:v<i"AL---,-,-----J:::.;~=;::<-~l-o-~-:---PULVERIZED NATIVE SOIL ---;\ BELOW 18" FROM NATIVE SUBGRADE J FINISHED GRADE __.,---~-BREATHER TUBE WITH 0 0 SUMP (BEYOND). LU ~ 0 2X OUTSIDE BOX DIMENSION 0 TREE PLANTING SCALE: NTS. 12/22/16 Isl LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL ls25T#I C l'l' Y OF CARLSBAD SHll ·s 03/08/17 2nd LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL 34 03/27 /17 3rd LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL PLANNING DIVSION 03/29/17 FIELD BULLETIN #3 LANDSCAPE IMPROVEMENT PLANS FOR: 04/14/17 SIGNED APPROVED PLANS VIASAT I GROVE SHT. ID SHEET NAME LP-3.01 PLANTING DETAILS I APPROVED: Jt;_Q~ c.,--. ~L .. i\:: I:; ·"'t-1 l PLANNING DATE lt\l flAI_ lJWN 8Y: JMH l'RDJFCT NO. DRI\Wl\!G 1\10. CATE NITIAL DATE INITIAL f,lVISION UlSCRIPT ON CHKD BY:BL --SUP 13-03 480-2N DESIGNER OF WORK CTHER APPROVAL CITY APPROVAL RVWD 13Y: I I SECTION 32 93 00 -PLANTS PART 1 GENERAL 1.1 RELATED DOCUMENTS A. THE GENERAL CONDITIONS OF THE CONTRACT APPLY TO THE WORK OF THIS SECTION THE SAME AS THOUGH WRITTEN HEREIN. 1.2 SCOPE OF WORK A. FURNISH LABOR, MATERIALS, AND EQUIPMENT TO PROVIDE, AND INSTALL AND MAINTAIN TREES, SHRUBS AND GROUNDCOVERS AS DESCRIBED HEREIN AND UPON THE DRAWINGS. 1.3 RELATED SECTIONS A. SECTION 328400 -PLANTING IRRIGATION B. SECTION 329113 -SOIL PREPARATION C. SECTION 329453 -TREE ROOT BARRIERS D. SECTION 329413-MOWCURBS AND LANDSCAPE EDGING 1.4 REFERENCE AND STANDARDS A. AMERICAN STANDARD FOR NURSERY STOCK -ANSI Z60.1 -2004 B. SUNSET WESTERN GARDEN BOOK -LATEST EDITION 1.5 SUBMITTALS A. SUBMITTALS SHALL CONFORM TO PROVISIONS OF SECTION 01 33 00. SUBMITTAL PACKAGE SHALL INCLUDE ALL PRODUCTS AND MATERIALS RELATED TO THE WORK OF THIS SECTION. PARTIAL OR INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED AND WILL BE RETURNED WITHOUT A REVIEW. B. SUBMITTALS MAY BE SUBMITTED ELECTRONICALLY. PROVIDE SUBMITTAL ORGANIZED WITH SEPARATION PASES OR TABS TO INCLUDE THE FOLLOWING: 1.6 A. B. C. 1.7 A. B. 1.8 A. 1. TABLE OF CONTENTS. 2. PLANT MATERIAL LIST OF TREES, SUCCULENTS, SHRUBS, AND GROUNDCOVERS TO BE FURNISHED; INCLUDE NAME OF SUPPLIER OR NURSERY SOURCE. 3. PHOTOGRAPHS FOR EACH SPECIES OF TREE, SUCCULENT AND FOR SHRUBS 15 GALLON OR LARGER AND FOR EACH PLANT/SPECIMEN THAT IS SPECIFIED AS BEING SOURCED. PHOTOGRAPHS SHALL BE OF AN INDIVIDUAL PLANT WITH THE SIZE, SHAPE AND STRUCTURE CLEARLY DEFINED. EACH PHOTO SHALL HAVE THE PLANT SIZE, (HEIGHT, WIDTH & CALIPER) CLEARLY WRITTEN ON THE PHOTO. THE PLANT MATERIAL IN THE PHOTO SHALL BE A REPRESENTATIVE EXAMPLE OF THE ENTIRE QUANTITY BEING SUPPLIED. 4. DESCRIPTIVE LITERATURE: WEED ABATEMENT HERBICIDES, PRODUCT LITERATURE AND SPECIFICATIONS 5. DESCRIPTIVE LITERATURE: STAKING, TYING, ROOT STABILIZATION, AND EROSION CONTROL PRODUCTS 6. DESCRIPTIVE LITERATURE: FERTILIZERS, CONDITIONERS, AND BACKFILL PRODUCTS 7. DESCRIPTIVE LITERATURE: ORGANIC AND INORGANIC MULCH 8. PHOTOCOPIES OF CURRENT CL T REGISTRATION FOR FOREMEN PERFORMING WORK ON THIS PROJECT SUBSTITUTIONS FOLLOW PROCEDURES AS OUTLINE UNDER SECTION 012500 SUBSTITUTIONS. PRODUCTS: WHEN A BRAND NAME IS CALLED FOR ON THE DRAWINGS OR IN THESE SPECIFICATIONS, SUBMIT A LETTER DESCRIBING THE PURPOSE FOR THE SUBSTITUTION AND INCLUDE THE PRODUCT LITERATURE AND SPECIFICATIONS OF THE SUBSTITUTION. PLANT MATERIAL: WHEN A PLANT SPECIES IS SHOWN TO BE UNAVAILABLE IN THE SIZE OR QUANTITY SPECIFIED, A SUBSTITUTION WILL BE CONSIDERED PROVIDED THE SUBSTITUTE MATERIALS ARE REVIEWED AND ACCEPTED THROUGH THE SUBMITTAL PROCESS. EXCEPT FOR THE VARIATIONS SO AUTHORIZED, SUBSTITUTE PLANT MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THESE SPECIFICATIONS. IF THE ACCEPTED SUBSTITUTE MATERIALS ARE OF LESS VALUE THAN THOSE INDICATED OR SPECIFIED, THE CONTRACT PRICE WILL BE ADJUSTED IN ACCORDANCE WITH THE PROVISIONS OF THE CONTRACT. QUALIFICATIONS AND EXPERIENCE THE CONTRACTOR SHALL EMPLOY ONLY CERTIFIED LANDSCAPE TECHNICIANS (CL T) REGISTERED WITH THE CALIFORNIA LANDSCAPE CONTRACTORS ASSOCIATION (CLCA), AS FOREMEN FOR PLANTING INSTALLATION WORK. SAMPLING, TESTING, OR INSPECTION COSTS OF MATERIAL REQUIRED BY LOCAL OR STATE AGENCIES ARE TO BE BORNE BY THE CONTRACTOR, AND COPIES OF INSPECTION CERTIFICATES SHALL BE FURNISHED WITHOUT ADDITIONAL CHARGE. RESPONSIBILITY THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF THE WORK AND THE PUBLIC AND PRIVATE PROPERTY ADJACENT TO THE WORK, AND SHALL EXERCISE DUE CAUTION TO AVOID DAMAGE TO SUCH PROPERTY. THE WORK SHALL BE PROTECTED AND MAINTAINED THROUGHOUT THE CONTRACT PERIOD, INCLUDING DURING SUSPENSION OF WORK, AND UNTIL FINAL ACCEPTANCE OF THE WORK. CONTRACTOR SHALL REPAIR OR REPLACE DAMAGED IMPROVEMENTS INCLUDING DAMAGES FROM ACTS OF VANDALISM, THEFT, AND GRAFFITI REMOVAL. REPAIRS OR REPLACEMENTS SHALL BE AT LEAST EQUAL TO ORIGINAL CONDITION OF THE EXISTING IMPROVEMENT AND SHALL MATCH IN FINISH AND DIMENSION. B. PRIOR TO WORK OF THIS SECTION, VERIFY THAT PREVIOUSLY INSTALLED WORK IS COMPLETE TO THE POINT WHERE THIS INSTALLATION MAY PROPERLY COMMENCE. VERIFY THAT WORK OF THIS SECTION MAY BE INSTALLED IN STRICT ACCORDANCE WITH THE ORIGINAL DESIGN, PERTINENT CODES, REGULATIONS, AND PORTIONS OF THE REFERENCED STANDARDS. C. IN THE EVENT OF DISCREPANCY, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT. D. DO NOT PROCEED WITH INSTALLATION IN AREAS OF DISCREPANCY UNTIL SUCH DISCREPANCIES HAVE BEEN FULLY RESOLVED. PART 2 PRODUCTS 2.1 PLANT MATERIAL A. NOMENCLATURE: PLANT SPECIES' NAMES SHALL BE PER THE LATEST EDITION OF SUNSET WESTERN GARDEN BOOK. BOTANICAL NAMES SHALL TAKE PRECEDENCE OVER COMMON NAMES. B. PLANT MATERIAL SIZE AND QUALITY SHALL CONFORM TO STANDARDS ESTABLISHED BY AMERICAN STANDARD FOR NURSERY STOCK, ANSI 260.1-2004, MAY 12, 2004 EDITION. C. CONDITIONS: PLANTS SHALL BE SYMMETRICAL, TYPICAL FOR VARIETY AND SPECIES, SOUND, HEAL THY, VIGOROUS, FREE FROM PLANT DISEASE, INSECT PESTS OR THEIR EGGS, EXCESSIVE ABRASIONS OR OTHER OBJECTIONABLE DISFIGUREMENTS, AND SHALL HAVE HEAL THY, NORMAL ROOT SYSTEMS, WELL-FILLING THEIR CONTAINERS, BUT NOT TO THE POINT OF BEING ROOT BOUND. TREE TRUNKS SHALL BE STURDY AND WELL HARDENED-OFF. PLANTS SHALL NOT BE PRUNED PRIOR TO DELIVERY EXCEPT AS AUTHORIZED BY THE LANDSCAPE ARCHITECT. D. GROUND COVER PLANTS SHALL HAVE BEEN GROWN IN FLATS AND SHALL REMAIN IN THOSE FLATS UNTIL TIME FOR TRANSPLANTING. AT TIME OF TRANSPLANTING, THE FLAT SOIL SHALL CONTAIN SUFFICIENT MOISTURE SO THAT THE SOIL DOES NOT FALL APART WHEN LIFTING PLANTS FROM FLAT. EACH PLANT SHALL BE PLANTED WITH ITS PROPORTIONATE AMOUNT OF THE FLAT SOIL IN A MANNER THAT WILL ENSURE A MINIMUM OF DISTURBANCE TO THE ROOT SYSTEM. PLANTS SHALL BE FULLY DEVELOPED AND SHALL BE FILLING THE FLAT. E. IN NO CASE SHALL TREES OR SHRUBS BE TOPPED OR PRUNED WITHIN 6 MONTHS PRIOR TO DELIVERY. PLANTS SHALL BE GROWN BY NURSERIES THAT HAVE BEEN INSPECTED BY THE STATE DEPARTMENT OF AGRICULTURE AND HAVE COMPLIED WITH ITS REGULATIONS. F. IDENTIFICATION: PLANTS SHALL BE OF THE VARIETY AND SIZE SHOWN ON THE DRAWINGS, AND SHALL CONFORM TO THE REQUIREMENTS HEREIN. ONE OF EACH BUNDLE OR LOT SHALL BE TAGGED WITH PLANT NAME IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN ASSOCIATION OF NURSERYMEN. G. CONTAINER PLANT INSPECTION AND REJECTION: ROOT CONDITION OF CONTAINER PLANTS WILL BE DETERMINED BY THE LANDSCAPE ARCHITECT THROUGH THE REMOVAL OF PLANT FROM THE CONTAINER OF AT LEAST TWO PLANTS BUT NOT MORE THAN 2 PERCENT OF THE TOTAL NUMBER EACH SPECIES FROM EACH SOURCE. H. LANDSCAPE ARCHITECT WILL INSPECT TREES AND SHRUBS UPON DELIVERY. TREES AND SHRUBS WILL BE REJECTED FOR THE FOLLOWING CHARACTERISTICS: 1. ENLARGED CANKERS OR GALLS AT THE BASE OF THE TRUNK, JUST ABOVE THE SOIL LEVEL. 2. CROOKED TRUNKS 3. SCARS OR TRUNK DAMAGE, BROKEN BRANCHES, ETC. 4. ASYMMETRICAL BRANCHING 5. ROOTBOUND CONDITION 6. TREES THAT HAVE BEEN RECENTLY PRUNED 7. TREES NOT MATCHING IN SIZE AND SHAPE OF THE REPRESENTATIVE PHOTOGRAPH SAMPLE I. QUANTITIES: QUANTITIES OF PLANT MATERIAL SHALL BE FURNISHED AS NEEDED TO COMPLETE WORK AS INDICATED ON THE DRAWINGS, INCLUDING RESEEDING, REPLANTING, AND MAINTENANCE (REPLACEMENTS) DURING THE CONTRACT PERIOD. J. SIZES AND CALIPER: MINIMUM HEIGHT (ABOVE SOIL LEVEL), WIDTH (AVERAGE DIAMETER OF DRIPLINE), AND CALIPER (TREES ONLY, MEASURED AT 30 INCHES ABOVE THE SOIL LEVEL) OF PLANT MATERIALS SHALL BE AS SHOWN IN EXPANDED PLANT MATERIALS LEGEND ON PLANTING DETAIL SHEET. 2.2 EROSION CONTROL MATTING A. SLOPES STEEPER THAN 2:1 SHALL BE PROTECTED WITH REINFORCED STRAW MAT, PROPERLY STAKED AND TIED AT 4 FEET ON CENTER, MAXIMUM. 2.3 TREE STAKES A. TREE STAKES SHALL BE A MINIMUM 2 INCHES IN DIAMETER BY 10 FEET LONG NEW LODGE POLE PINE UN-TREATED IF AVAILABLE. B. TREE STAKES FOR TREEWELLS SHALL BE 3 INCHES IN DIAMETER BY 10 FOOT LONG GALVANIZED STEEL PIPE WITH THREADED GALVANIZED CAP ON TOP END. 2.4 TREE AND VINE TIES A. TREE TIES SHALL BE "CINCH-TIE" AS MANUFACTURED BY V.I.T. PRODUCTS, ESCONDIDO, CA (619) 480-6702, OR APPROVED EQUAL B. USE 30 INCH LONG TIES FOR 5 & 15 GALLON TREES, 36 INCH LONG TIES FOR 24 INCH BOX AND LARGER TREES. C. 1 1/2 INCH GALVANIZED ROOFING NAILS TO SECURE TIES. D. ESPALIER TO WOOD SURFACE: GALVANIZED 1 INCH STAPLE AND 1/2 INCH WIDE "TYE-ALL" TIE. E. ESPALIER TO CONCRETE OR STUCCO SURFACE: 7/8 INCH DIAMETER ALUMINUM FLAT WASHER OR CLEAR PLASTIC "BUTTON" WITH WIRE HOOK SECURED TO SURFACE WITH G.E. CLEAR SILICONE RUBBER AND 1/2 INCH WIDE "TYE-ALL" TIE. 2.5 ROOT STABILIZATION SYSTEM A. ROOTBALL ANCHORS SHALL BE "ROOTBALL KITS" BY DUCKBILL, EARTH ANCHOR SYSTEMS, AS MANUFACTURED BY FORSIGHT PRODUCTS, INC., OR APPROVED EQUAL. CABLE SHALL BE NON-COATED, STAINLESS STEEL BRAIDED CABLE, SIZED PER MANUFACTURER'S RECOMMENDATIONS. B. ANCHOR AND CABLE SIZING SHALL BE PER THE FOLLOWING SCHEDULE: TREE CALIPER ANCHOR KIT CABLE SIZE RATED CAPACITY UP TO 3 INCHES 40 RBK 1/16 INCH 300 POUNDS 3 INCHES TO 6 INCHES 68 RBK 6 INCHES TO 11 INCHES 88 RBK 1/8 INCH 3/16 INCH 1,100 POUNDS 3,000 POUNDS C. NYLON STRAP WITH HAND RATCHET TO THE LENGTHS SPECIFIED AND AS SUPPLIED BY THE MANUFACTURER. 2.6 BACKFILL AMENDMENTS A. REFER TO SECTION 32 91 13 FOR SPECIFICATION OF SOIL AMENDMENTS AND CONDITIONS. B. BACKFILL FOR FIELD GROWN PALM TREES, AMOUNTS PER CUBIC YARD: 1 PARTORGANIC SOIL AMENDMENT10 PARTS WASHED PLASTER SAND8-10 POUNDS GRO POWER PALM FERTILIZER 12-8-8, WITH SLOW RELEASE POTASSIUM· 2.7 IMPORT SOIL OR TOPSOIL REFER TO SECTION 32 91 13 FOR SPECIFICATION. 2.8 PLANT PIT BACKFILL MATERIAL A. BACKFILL MATERIAL FOR PLANT PITS SHALL BE A MIXTURE AS NOTED BELOW OR AS INDICATED ON DRAWINGS. THE MATERIALS SHALL BE THOROUGHLY BATCH-MIXED PRIOR TO PLACEMENT SO THAT THEY ARE EVENLY DISTRIBUTED AND WITHOUT CLODS OR LUMPS. BACKFILL SHALL BE SO PLACED IN THE PITS THAT THE PLANT WILL BE AT ITS NATURAL GROWING HEIGHT AFTER SETTLEMENT. THE FOLLOWING AMENDMENTS AND QUANTITIES SHALL BE USED AS THE BASIS FOR BIDS. 90 PERCENT BY VOLUME EXCAVATED SOIL, FREE FROM ROCKS, ETC. 10 PERCENT BY VOLUME ORGANIC SOIL 8 POUNDS AMENDMENT10POUNDS 16 POUNDS AGRICULTURAL GYPSUM PER CU. YD. OF MIX 8 POUNDS HUMATE PLUS PER CU. YD. OF MIX 16 POUNDS GRO POWER PLUS FERTILIZER PER CU. YD. OF MIX . 9 f.... l~H-+---17 ---------i 8 , ' -- I I I I g L _________ .-J , ROOTBALL WIDTH + 3" PLAN ,,----, 1 I, , LEGEND 1. (3) TREE TIES PER TREE 2. ROOT BALL 3. TREE TRUNK 4. WOOD TREE ST AKES 5. CUT OFF STAKES AS NEEDED TO CLEAR BRANCHES AND BE UNIFORM IN HEIGHT 6. 1"x 3" BRACE, TYP. OF (6), SECURE TO STAKES WITH (2) 2" GALVANIZED DECK SCREWS AT EACH END. DRILL 1"x 3" 7. 36" BOX SIZE TREE (OR LARGER) 8. WOOD STAKES -(3) PER TREE NOTES A BRACES AND TOPS OF ALL STAKES TO BE LEVEL WITH EACH OTHER CD TREE PLANTING PLAN 1 ---------SC ALE 11 (N.T.S.) DIGA ERT DIAL TOLL FREE !) APPRO \ IL Q LOR f UR/GI< -//ON ANU 12/22/16 1st LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL 1 ~ PLA!\/T/NG ONLY,. /NCLUO/(,JG i-'0=3/-"-'DSc_,_/l'-'--7+----+=2c.cnd'--'L"-'A'--"NDc.cS=CA~P=E=CO=N=S-'-'-TRcc.UC"'T=IO"--'N--"D=O=CU"'-M""E'-'-NT'--"S.'.'..CUB"-'M~ITT"--A:c__L-+---~• ----11----+------1 CITY OF' CARLSBAD I SH3E4':TS I PR[ Cf S[ L OCA T/ Qj\/ Of-03/27/17 3rd LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL PLANI\ING DIVISION GROUNDLEVEL Landscape Architecture 2505 5tote 5trest, Sultee ~ Sa~ D1e~o, CA 92101 (61~) J2S-1Y~0 g·ound .1;vel1d.~orn 811 1 " UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA p LAN Tl NG AR [A' f-'0"-'-3/=-'29_,_/ l'-'--7+---+-F""IEL,::_D=BU:'_"L=LEc«TIN_._#«_::3 __________ -+-____ ---1-----1-----I LANDSCAPE IMPROVEMENT PLANS FOR: f------,,-A-----'S-B'--~-1-L-T-,-, ----~0'"-'-4/'--=14"'/1!__7 1----+S~IG,,_,N-"'ED'-"-A"'PP--"-RO'c'__V'_C_ED"_'P__ccLA:::cN"'-S -----------1-------"----L-_J VIASA T I G-,;-;-;;R;;;cOc;;;,V----.-.;E=--------------j AT LEAST TVIIO DAYS BEFORE YOU DIG -f---l-----+-----------+----1 ----1---_)__------l SHT. ID [ANDS~~PE PLANTING SPECS & ~llOSCAP; f----+---+--------------l-----l-----1---+----1 LP-4.01 g~.,.o u:,v,q,.,:1-?c;i._ -----=:=:=:=:=c=:=:==:==~~FEl11R=1 ,_-==========~ a, ,.. -, ., APPROVED: 1.,1._ fk '-"' if o;, no >I, % RCE ___ cX 0 • ----OATL 1-z;--,;)"4 C:-r c:Ji..-,t __ 1:,-5 -I'] ~ .. v ~: r;:;--:-::;-:;:=-;::--::;-::;-------------, __ -l-----1-----------------1----L---1--_J_-_J=;:;0 1~A~NN~IN~G:::::::::;,,.ii~~=;-;===~==,=======::===;-;=====~ ~.. [Wj J 1 -R[VIEWcD 3Y: ~'-;.;;'.."-/.:,,'< E · t· DWN BY: JMH PROJcCT NC DRAWING NO. ~/'~4,>.:3_;:i1_f)---;::;,~~ xp1r1~0,toe~. DATE INITIA'... UA!E lt\lrlAL DATE INITIAL CHKl) BY·. B •• L __ , ~,.,~ u RE.VISICJN JC:SCRIPTION -SUP 13 03 480 2N or CAL1 03-31-18 INSPECTOR DATE DESIGNER Oc WU~K j OTHER AP?R0VAL CITY APPROVAi RVWD BY: -- ----------------- 2.10 PARTS ORGANIC SOIL AMENDMENT1 PART WASHED PLASTER SAND3 POUNDS 16-6-8 FERTILIZER1 POUND SEQUESTRINE FE330 IRON CHELATE2.10 ORGANIC MULCH MATERIAL A. SHREDDED BARK MULCH SHALL CONSIST OF 100 PERCENT RECYCLED ABOVE GROUND TREE PRODUCTS. FREE OF DEMOLITION WOOD WASTE, GRASS, WEED SEED, YUCCA, PALM, BAMBOO, SUCCULENTS OR OTHER CONTAMINANTS. MULCH SHALL BE NITROGEN STABILIZED AND SHALL CONTAIN NO TRASH, HAZARDOUS WASTE, OR TOXIC MATERIALS. B. MULCH SHALL BE GROUND AND SCREENED TO 2 INCH MINUS PARTICLE SIZE. 2.11 INORGANIC MULCH MATERIAL A. GRAVEL MULCH SHALL BE OF THE SIZES AND MATERIALS LISTED IN THE DRAWINGS. B. ALL GRAVEL MULCH SHALL BE WASHED PRIOR TO INSTALLATION. 2.12 PRE-EMERGENT HERBICIDE A. PRE-EMERGENT HERBICIDES SHALL BE WETTABLE POWDER OR GRANULAR TYPE. B. SELECT PRE-EMERGENT HERBICIDE APPROPRIATE TO SITE AREA, SOIL TYPE, INDIGENOUS WEEDS TO BE CONTROLLED, AND TYPE OF GROUND COVER TO BE PLANTED. C. FOLLOW MANUFACTURER'S PRECAUTIONS AND LABEL INSTRUCTIONS. COMPLY WITH LOCAL JURISDICTIONAL RESTRICTIONS AND ORDINANCES. D. APPLY PRE-EMERGENT BENEATH ALL MULCH TYPES. 2.13 FERTILIZER TABLETS A. TABLETS SHALL BE "AGRIFORM" AS MANUFACTURED BY SIERRA INDUSTRIES. B. AGRIFORM 21 GRAM TABLETS. C. AGRIFORM 5 GRAM TABLETS. 2.14 MYCORRHIZAL INOCULUM A. SHALL BE ENDO-NET AMI GRANULAR AS MANUFACTURED BY TRI-C ENTERPRISES, CHINO, CA, 1-800-927-3311. PART 3 EXECUTION 3.1 GENERAL A. PLANTING OPERATIONS SHALL NOT COMMENCE UNTIL COMPLETION OF CONSTRUCTION WORK, GRADING, SOIL PREPARATION, WEED CONTROL, AND SPRINKLER INSTALLATION. B. IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL INCLUDING AUTOMATIC CONTROLLER, BEFORE COMMENCING PLANTING OPERATIONS. 3.2 SPACING OF PLANT MATERIAL A. WHEN PLANT MATERIALS ARE SHOWN IN ROWS, THE TOTAL LENGTH OF THE AREA SHALL BE VERIFIED AND THE PLANTS EQUALLY SPACED WITHIN THE AREA. WHEN PLANT MATERIALS ARE SHOWN IN A RANDOM PATTERN, THE MATERIAL SHALL BE EQUALLY SPACED AND PLACED TO FILL THE AREA. GROUND COVER MATERIAL SHALL BE TRIANGULAR OR SQUARE SPACING AS INDICATED ON THE DRAWINGS. WHEN SPACING IS NOT SHOWN, USE TRIANGULAR SPACING. B. TREES AND SPECIMEN SHRUBS SHALL BE LOCATED WITH A WOOD STAKE OR FLAG. THE LOCATIONS SHALL BE REVIEWED AND ACCEPTED BY THE LANDSCAPE ARCHITECT PRIOR TO PLANTING. C. THE WORK SHOWN ON THE DRAWINGS IS SCHEMATIC WITH TREES, SHRUBS AND GROUNDCOVERS SHOWN IN THEIR APPROXIMATE LOCATIONS. CONTRACTOR SHALL NOT LOCATE ANY ITEMS WHERE IT IS OBVIOUS THAT THEY ARE IN DIRECT PERMANENT IMPROVEMENTS, OR PEDESTRIAN AND VEHICULAR SAFETY CONSIDERATIONS. CONTRACTOR SHALL NOT INSTALL PLANT MATERIALS IN LOCATIONS WHERE THE UL Tl MATE GROWTH OF THE PLANT MATERIALS WILL DAMAGE OR AFFECT STRUCTURES OR IMPEDE PEDESTRIAN OR VEHICULAR CIRCULATION. DO NOT LOCATE TREES OR TALLER SHRUBS IN LOCATIONS WHERE THEY WILL BLOCK IRRIGATION HEADS AND PREVENT ADEQUATE COVERAGE. WHERE CALLED FOR, OBTAIN APPROVAL OF THE LANDSCAPE ARCHITECT FOR PLACEMENT OF TREES, SHRUBS, AND OTHER ITEMS OF WORK. D. LOCATE TREES AND TALLER SHRUBS 10 FEET MINIMUM AWAY FROM ROTOR IRRIGATION HEADS, 5 FEET MINIMUM FROM SPRAY HEADS. 3.3 PLANT PITS AND PLANTING A. PLANT PITS SHALL BE DUG WITH LEVEL BOTTOMS TO WIDTHS AND DEPTHS AS SHOWN ON THE DRAWINGS. PITS FOR TREES SHALL BE DUG SQUARE. FILL PITS WITH WATER AND ALLOW TO DRAIN. ALL TREE PITS MUST MEET THE DRAINAGE REQUIREMENT SET FORTH IN SECTION 32 91 13, PART 3 PERCOLATION TESTING, WHETHER THE AREA OF THE TREE PLANTING WAS TESTED FOR PERCOLATION OR NOT. NOTIFY LANDSCAPE ARCHITECT OF ANY TREE PIT THAT DOES NOT MEET THE PERCOLATION TEST STANDARD. B. PLANT HOLES DUG BY AUGER METHOD WILL BE ACCEPTABLE, BUT SHALL HAVE SIDE WALLS ROUGHENED OR SQUARED WITH A SHOVEL. SLICK PIT WALLS CAUSED BY AUGURING IN TOO WET SOIL WILL NOT BE ACCEPTED FOR PLANTING. C. HANDLING: NO CANNED PLANT MATERIAL SHALL BE PLANTED IF THE BALL IS BROKEN OR CRACKED EITHER BEFORE OR DURING THE PROCESS OF PLANTING. D. SETTING: PLANTS SHALL BE SET WITH TOP OF ROOT BALL 1 INCH ABOVE FINISH GRADE. EACH PLANT SHALL BE PLACED IN CENTER OF PLANT PIT. E. PIT BACKFILLING 1. BUILD MOUND OF COMPACTED BACKFILL WIDE ENOUGH IN BOTTOM OF HOLE TO SUPPORT ROOT BALL. 2. BACKFILL PIT WITH BACKFILL MIX HALF-WAY TO FINISH GRADE AND WATER THOROUGHLY. 3. PLACE 21 GRAM PLANT TABLETS IN PLANT PITS, ADHERING TO THE FOLLOWING SCHEDULE: 1 GALLON130 INCH BOX55 GALLON236 INCH BOX615 GALLON342 INCH BOX716 INCH BOX348 INCH BOX824 INCH BOX44. BACKFILL TO FINISH GRADE. BACKFILL MIX SHALL BE TAMPED LIGHTLY, AND A SHALLOW BASIN FORMED AT PERIMETER OF ROOT BALL TO HOLD ENOUGH WATER TO SATURATE THE ROOT BALL AND BACKFILL MIX. 5. WATER IMMEDIATELY TO SATURATE ENTIRE ROOT BALL AND BACKFILL. 6. REMOVE WATERING BASIN PRIOR TO HYDROSEEDING (IN TURF AREAS ONLY). F. LINER/ 4"1-2 ML 1 GALLON1 TSP.5 GALLON1 TBS.15 GALLON3 TBS.24 INCH BOX½ CUP36 INCH BOX1 CUP48 INCH BOX1 ½ CUPF. BOUGAINVILLEA PLANTING (CHECK) 1. DO NOT REMOVE BOUGAINVILLEAS FROM CONTAINERS. PLACE IN HOLE AND CUT CONTAINER ON FOUR SIDES. BE CAREFUL NOT TO CUT ROOTS, OR DISTURB INTEGRITY OF ROOT BALL. CUT AWAY SIDES OF CONTAINER AND BACKFILL WITH PLANTING BACKFILL MIX. G. INSTALL TREE ROOT BARRIERS, IF CALLED FOR ON THE PLANS, PER DETAILS AND SECTION 32 94 53. 3.4 TREE STAKING A. STAKE TREES AS SHOWN IN DETAILS. B. TREE AND STAKES SHALL BE VERTICAL IN CASES. C. ONE GALLON TREES SHALL BE PLANTED WITH NURSERY STAKES REMOVED. 3.5 FLATTED GROUND COVER A. ROOTED CUTTINGS SHALL BE PLANTED SUFFICIENTLY DEEP TO COVER ROOTS AND SPACED AS SPECIFIED IN GROUND COVER LIST ON LANDSCAPE PLAN. B. ROOTED CUTTINGS SHALL NOT BE ALLOWED TO DRY OUT BEFORE OR WHILE BEING PLANTED. WILTED PLANTS SHALL NOT BE ACCEPTED. C. AT TIME OF PLANTING GROUND COVER PLANTS, THE EARTH AROUND EACH PLANT SHALL BE FIRMED SUFFICIENTLY TO FORCE OUT AIR POCKETS. D. EACH GROUND COVER PLANT SHALL BE PLANTED WITH A MINIMUM OF ONE (1) 5 GRAM 20-15-5 PLANT TABLET ADJACENT TO ROOT ZONE. 3.6 APPLICATION OF PRE-EMERGENT HERBICIDE A. APPLY PRE-EMERGENT HERBICIDE TO SHRUB AND PLANTED GROUNDCOVER AREAS ONLY DO NOT APPLY TO HYDROSEEDED AREAS. STRICTLY ADHERE TO MANUFACTURER'S SPECIFICATIONS FOR APPLICATION RATES AND METHODS. B. APPLY PRE-EMERGENT ONLY AFTER PLANTING OPERATIONS HAVE BEEN COMPLETED SO AS TO MINIMIZE DISTURBANCE OF THE CHEMICAL "BARRIER." REAPPLY WHERE NECESSARY TO AREAS DISTURBED BY PLANTING OR REPAIR OPERATIONS AFTER INITIAL APPLICATION. C. PAY CAREFUL ATTENTION TO ACTIVATION REQUIREMENTS, "WATERING-IN", ETC., PER MANUFACTURER'S SPECIFICATIONS AND LABEL INSTRUCTIONS. AVOID EXCESSIVE IRRIGATION RUN-OFF THAT WOULD MOVE OR WASH AWAY THE PRE-EMERGENT "BARRIER" --USE REPEAT WATERING CYCLES AND SPLIT WATERING TIMES. 3.7 MULCHING A. AFTER, PLANTING OPERATIONS ARE COMPLETE AND SHRUBS AREAS HAVE BEEN RAKED AND DRESSED, MULCH SHRUBS AND GROUND COVER AREAS WITH A 3 INCH LAYER OF ORGANIC MULCH MATERIAL. B. MULCH LAYER SHOULD TAPER TO ZERO AT PLANT STEM OR TREE TRUNK. DO NOT PLACE MULCH MATERIALS UP AGAINST PLANT CROWN OR TRUNK. C. MULCH FLATTED GROUND COVER AREAS PRIOR TO PLANTING GROUND COVER, IF CALLED FOR ON THE DRAWINGS. 3.8 PROTECTION A. THE CONTRACTOR SHALL CAREFULLY AND CONTINUOUSLY PROTECT AREAS INCLUDED IN THE CONTRACT, INCLUDING LAWN AREAS, PLANT MATERIAL, SUPPORTS, ETC. UNTIL FINAL ACCEPTANCE OF THE WORK BY THE OWNER OR HIS REPRESENTATIVE. 3.9 CLEAN-UP A. AFTER PLANTING OPERATIONS ARE COMPLETED, CONTRACTOR SHALL REMOVE TRASH, EXCESS SOIL, EMPTY PLANT CONTAINERS, OR OTHER ACCUMULATED DEBRIS FROM THE SITE AT NO EXTRA COST TO OWNER. CONTRACTOR SHALL REPAIR SCARS, RUTS, OR MARS IN AREA CAUSED BY WORK OPERATIONS. AREAS SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION. 3.10 OBSERVATIONS A. CONTRACTOR SHALL GIVE FORTY-EIGHT (48) HOURS NOTICE AND SET APPOINTMENT FOR REVIEWS BY THE LANDSCAPE ARCHITECT. B. REVIEW BY LANDSCAPE ARCHITECT SHALL BE SCHEDULED FOR THE FOLLOWING OPERATIONS: 1. REVIEW OF PLANT MATERIAL AFTER DELIVERY TO THE SITE. 2. TREE AND SHRUBS PLACEMENT PRIOR TO DIGGING HOLES. 3. REVIEW OF GROUND COVER LINES AND HEADERBOARD PRIOR TO PLANTING. 4. START OF ESTABLISHMENT PERIOD/ACCEPTANCE OF INSTALLATION. C. REVIEWS SHALL BE CALLED FOR AT THE END OF PLANTING OPERATIONS FOR THE PURPOSE OF DETERMINING COMPLIANCE WITH DRAWINGS AND SPECIFICATIONS, INTENT, WORKMANSHIP, AND CLEAN-UP. CONTRACTOR SHALL SECURE WRITTEN VERIFICATION OF REVIEW DATA, ANY CORRECTIONS REQUIRED TO WORK, AND LIMITS OF REVIEWED AREA BEFORE BEGINNING THE DESCRIBED ESTABLISHMENT WORK. D. IN THE EVENT THE CONTRACTOR REQUESTS INSPECTION OF WORK, AND SAID WORK IS SUBSTANTIALLY INCOMPLETE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LANDSCAPE ARCHITECT'S HOURLY CHARGES AND PER DIEM COSTS. 3.11 GUARANTEE A. SHRUBS AND GROUND COVERS SHALL BE GUARANTEED AS TO GROWTH AND HEAL TH FOR A PERIOD OF 90 DAYS AFTER FINAL ACCEPTANCE BY THE OWNER OR HIS REPRESENTATIVE; 15 GALLON AND BOX SIZED TREES SHALL BE GUARANTEED FOR A PERIOD OF 1 YEAR AFTER DATE OF SUBSTANTIAL COMPLETION. B. PLANTS WHICH DIE OR LOSE MORE THAN 30 PERCENT OF THEIR ORIGINAL LEAVES SHALL BE REPLACED UNDER THIS SECTION. C. THE CONTRACTOR, WITHIN 14 DAYS OF WRITTEN NOTIFICATION BY THE OWNER, SHALL REMOVE AND REPLACE GUARANTEED PLANT MATERIALS WHICH FOR ANY REASON FAIL TO MEET THE REQUIREMENTS OF THE GUARANTEE. PLANTS MATERIAL REPLACED SHALL BE GUARANTEED FOR THE ORIGINAL PERIOD, STARTING FROM THE DATE OF REPLACEMENT. END OF SECTION BOX SIZE TREE J l 120° ~------=-HOSE CABLE GUARD ·""1-----TURNBUCKLE ANCHOR POINT LAYOUT ~----PVC SLEEVE \.--~'~--.£;~ r FINISH GRADE "{5/ ,--TREE ~ GUYING CABLE ROOT T/ ANCHOR, TYP. OF (3) BALL £/ 8 =~=""'-------',===""' ______ TREE PLANTING SWEDGED CONNECTION CD TREE GUYING 1 -----------SC ALE: 1 "=1 '-0" DIGA RT APPR0\/1::.U FOR /Hk/GA T!ON ANO f-!LAN nNG ONLY, INCLUDING PRECISE LOCA /ION 0/- PLAN TING AREA. 1023;12028;11167 1st LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL ~ CITY Q Ti7 CARLS 3 AD 2nd LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL l' f-0~3/-27~/-l 7-+-----+-3r-d -LA-N-DS_C_A-PE_C_O_N_ST_R_UC_T_IO_N_D_O_C_UM_E_N_T S-U-BM-IT=TA-L~f----+--+----+---1 PLANNING DIV SI ON 1--~--+---+---------------------,----+---+------+--------4 SH ll rs 34 GROUNDLEVEL Landscape Architecture 2605 Sldte Stre~t, Su1tE B San lJ.egQ, CA 92103 (5191 3i5·1Y:IU sroundl~v~l1d.~\l'11 DIAL TOLL FREE 811 L~, A f LEAST n\'0 ~-DAYS BEFORE YOU DIG "' UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA RCE __ _ REVIFWELJ clY: 03/29/17 FIELD BULLETIN #3 LANDSCAPE IMPROVEMENT PLANS FOR: "AS t::3UILT" 04/14/17 SIGNED APPROVED PLANS VIASAT I GROVE SHT. JD "'S,C-HCCLC-CL,cc-1' -CN~A~M~lc-----------j LP-4.02 LANDSCAPE PLANTING SPECS & DATE DATE '----------+----+-~~~~---+------+---+-----+-------1 I A_~P ___ .-!_u_ Vc.LJ D~TAILS: I , f"'i; ,~ ,,-_ 1:-Jl-e't\-_ i;:: . .,,.1, · Pl ANNiNG ~ _ f-------+---+---------------------,----+---+------+--------4 ~IJ~W~N=El;;-Y:;::-:=,J:;;M:;;-H;::...=-=-,::;-;::==P==R=O=JE==C=T=N=o=.==;;=o=R=A\=Vl=N=G=N=O~. DATE 11\ITIAL DATE NITIAL DATE INIT,AL BL 0Es1G,rn oF woRK ~c:v1s10N DESCRIPTION oTHrn APPROVAL c,TY APPsovA, ~~~~ ~~', --SUP 13-03 480-2N ------------- SECTION 32 91 13 -SOIL PREPARATION PART1 GENERAL 1.1 RELATED DOCUMENTS A. THE GENERAL CONDITIONS OF THE CONTRACT APPLY TO THE WORK OF THIS SECTION THE SAME AS THOUGH WRITTEN HEREIN. 12 SCOPE OF WORK A. FURNISH LABOR, MATERIALS, AND EQUIPMENT TO PLACE IMPORTED TOPSOIL, LIGHTWEIGHT SOIL, STRUCTURAL SOIL, PREPARE SOIL FOR PLANTING, AND TO FINISH GRADE AS DESCRIBED HEREIN AND UPON THE DRAWINGS. B. WORK NOT INCLUDED: ROUGH GRADING AND STORM DRAINAGE 1.3 RELATED SECTIONS A. SECTION 32 84 00 -PLANTING IRRIGATION B. SECTION 32 93 00 -PLANTS 1.4 REFERENCES A. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) B. AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO) C. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION (GREENBOOK) 1.5 SUBMITTALS A. PRODUCT SUBMITTALS -SUBMIT THE ITEMS IDENTIFIED BELOW FOLLOWING THE PROCEDURES :PRESCRIBED UNDER SECTION 013300 SUBMITTALS. PARTIAL OR INCOMPLETE SUBMITTALS ARE NOT ACCEPTABLE AND WILL BE RETURNED WITHOUT A REVIEW. 1. ORGANIC SOIL AMENDMENTS -SUBMIT SAMPLES AND PRODUCT SPECIFICATIONS NOT MORE THAN 30 DAYS OLD. SPECIFICATION SHALL INCLUDE PARTICLE SIZE EVALUATION, TOTAL NITROGEN (N), AMMONIA (NH4-N, NITRATE (NO3-N), ECE, PH, MICRO NUTRIENTS, AND METALS. 2. INORGANIC CONDITIONERS, FERTILIZERS, AND CHEMICALS -SUBMIT PRODUCT LITERATURE AND SPECIFICATIONS. 3. TOPSOIL, LIGHT WEIGHT SOIL, STRUCTURAL SOIL -SUBMIT SAMPLE AND PRODUCT ANALYSIS. 4. AGRICULTURAL SOIL TESTS -SUBMIT ANALYSIS REPORT AND RECOMMENDATIONS FOR SOIL SAMPLES. B. CERTIFICATIONS -SUBMIT COPIES OF CERTIFIED LANDSCAPE TECHNICIAN (CLT) REGISTRATION FOR FOREMEN PERFORMING WORK ON THIS PROJECT. C. COSTS FOR SAMPLING, TESTING OR INSPECTION OF MATERIALS ARE INCLUDED IN BID, AND COPIES OF INSPECTIONS, CERTIFICATES, AND TESTS RESULTS SHALL BE FURNISHED WITHOUT ADDITIONAL COST TO THE OWNER. D. SUBSTITUTIONS -FOR MATERIALS THAT DIFFER FROM A SPECIFIED BRAND OR PRODUCT, SUBMIT SAMPLES, PRODUCT SPECIFICATIONS, AND PRODUCT LITERATURE. FOLLOW PROCEDURES AS PRESCRIBED UNDER SECTION 01 25 00 SUBSTITUTIONS. 1.6 EXPERIENCE AND QUALIFICATIONS A. THE CONTRACTOR SHALL EMPLOY CERTIFIED LANDSCAPE TECHNICIANS (CL T) WITH THE CALIFORNIA LANDSCAPE CONTRACTORS ASSOCIATION (CLCA), AS FOREMEN FOR LANDSCAPE INSTALLATION WORK. 1.7 RESPONSIBILITY A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF PUBLIC AND PRIVATE PROPERTY ADJACENT TO THE WORK, AND SHALL EXERCISE DUE CAUTION TO AVOID DAMAGE TO SUCH PROPERTY. THE WORK SHALL BE PROTECTED AND MAINTAINED THROUGHOUT THE CONTRACT PERIOD, INCLUDING DURING SUSPENSION OF WORK, AND UNTIL FINAL ACCEPTANCE OF THE WORK. CONTRACTOR SHALL REPAIR OR REPLACE DAMAGED IMPROVEMENTS INCLUDING ACTS OF VANDALISM, THEFT, AND GRAFFITI REMOVAL. REPAIRS OR REPLACEMENTS SHALL BE AT LEAST EQUAL TO ORIGINAL CONDITION OF THE EXISTING IMPROVEMENT, AND SHALL MATCH IN FINISH AN.D DIMENSION. B. PRIOR TO STARTING THE WORK OF THIS SECTION, VERIFY THAT PREVIOUSLY INSTALLED WORK IS COMPLETE TO THE POINT WHERE THIS INSTALLATION MAY PROPERLY COMMENCE. VERIFY THAT WORK OF THIS SECTION MAY BE INSTALLED IN ACCORDANCE WITH THE DESIGN, PERTINENT CODES, REGULATIONS, AND 'PORTIONS OF THE REFERENCED STANDARDS. . C. IN THE EVENT OF DISCREPANCY, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT. D. DO NOT PROCEED WITH INSTALLATION IN AREAS OF DISCREPANCY UNTIL SUCH DISCREPANCIES HAVE BEEN FULLY RESOLVED. PART 2 PRODUCTS 2.1 SOIL AMENDMENTS A. ORGANIC SOIL CONDITIONER-HUMIC COMPOST B. 1. PRODUCT SHALL BE FULLY COMPOSTED 100 PERCENT RECYCLED ORGANIC PRODUCT, CONSISTING OF COMPOSTED BIO-SOLIDS AND AGED WOOD FIBER WITH PARTICLES PASSING A½ INCH SCREEN. PRODUCT SHALL BE NON-HAZARDOUS, AND CONFORM TO U.S. EPA 40 CFR 503 CRITERIA FOR CLASS "A" PRODUCT. MANUFACTURED BY AG RI-SERVICE, OCEANSIDE, CA. (USE LOW SODIUM AMENDMENTS WHEN SALTS ARE HIGH) HUMATE PLUS 1. A COMMERCIALLY MINED AND PACKAGED SOIL CONDITIONER CONTAINING 40 PERCENT ORGANIC MATTER, 40 PERCENT CARBON, AND 40 PERCENT HUMIC ACIDS. MANUFACTURED BY TRI-C ENTERPRISES, CHINO, CA, (800) 927-3311. -------------------- 2.2 AGRICULTURAL GYPSUM A. A COMMERCIALLY PROCESSED AND PACKAGED PRODUCT WITH A MINIMUM 90 PERCENT CALCIUM SULFATE DI HYDRATE (CASO42H2O) AND MINIMUM 14 PERCENT SULFUR (S). GYPSUM SHALL BE FREE FLOWING, FINE GRANULAR FORM WITH 100 PERCENT PASSING A 10 MESH SCREEN. PRODUCT SHALL BE ENVIRONMENTALLY SAFE AND PRODUCED SPECIFICALLY FOR AGRICULTURAL OR LANDSCAPE USE. B. GRANULAR FERTILIZER (PICK ONE-NOT BOTH) 1. FERTILIZER SHALL BE "GRO POWER PLUS 5-3-1 W/M", NO KNOWN EQUAL 2. FERTILIZER SHALL BE DELIVERED TO THE SITE IN ORIGINAL UNOPENED CONTAINERS BEARING THE MANUFACTURER'S GUARANTEED ANALYSIS. WET OR CAKED FERTILIZER IS NOT ACCEPTABLE. C. EZ WET 26% SPRAY ABLE SOIL PENETRANT 1. A COMMERCIALLY PRODUCED ORGANIC BIO-DEGRADABLE NEUTRAL PH SOIL PENETRANT PACKAGED IN LIQUID FORM. D. REFER TO SECTION 32 93 00 PLANTS FOR ADDITIONAL SOIL AMENDMENTS USED AT PLANTING PITS INCLUDING FERTILIZER TABLETS AND MYCORRHIZAL INCOCULUM. 2.3 PRE-EMERGENT HERBICIDES A. PRE-EMERGENT HERBICIDES SHALL BE A WETTABLE POWDER OR GRANULE TYPE PRODUCT, SUITABLE FOR USE WITH THE GROUNDCOVERS SPECIFIED ON THE PLANS AND SUITABLE FOR USE WITH THE ON-SITE SOIL B. HERBICIDES SHALL BE SELECTED FOR CONTROLLING THE WEEDS INDIGENOUS TO THE SITE. C. HERBICIDES SHALL COMPLY WITH REQUIREMENTS OF LOCAL AND STATE AGENCIES HAVING JURISDICTION OVER THE PROJECT. 2.4 AMENDMENTS FOR BID A. QUANTITY AND PROCEDURE ADJUSTMENTS MAY BE REQUESTED BY THE LANDSCAPE ARCHITECT, AFTER REVIEWING OF THE AGRICULTURAL SOIL ANALYSIS REPORT. ADJUSTMENTS BY THE LANDSCAPE ARCHITECT WILL ISSUED IN WRITING. THE FOLLOWING AMENDMENTS AND QUANTITIES ARE TO BE USED AS THE BASIS FOR BIDS: 1. SOIL AMENDMENTS FOR PLANTING AREAS WITH GRADIENT LESS THAN 2:1 IN SLOPE. QUANTITY PER 1,000 SQUARE FEET: ORGANIC SOIL CONDITIONER HUMATE PLUS 4 CU. YDS. 50 LBS. 150 LBS 25 LBS. GRANULAR FERTILIZER (GROPOWER PLUS FERTILIZER W/ M) AGRICULTURAL GYPSUM 8 OZ. EZ WET (IN 12 GALLONS OF WATER) 2. SOIL AMENDMENTS FOR 2:1 SLOPES. QUANTITIES PER 1000 SQUARE FEET: 1/3 CU. YDS. ORGANIC SOIL CONDITIONER 150 LBS GROPOWER PLUS FERTILIZER CONTROLLED RELEASE (3-4 MONTH) 8 OZ EZ WET SOIL PENETRANT 3. REFER TO SECTION 329300 PLANTS FOR BID AMENDMENTS FOR PLANT PIT BACKFILL MIX. 2.5 IMPORTED TOPSOIL A. IMPORTED SOIL SHALL BE CLASS A TOPSOIL AS DEFINED UNDER SECTION 212-1.1.2 OF THE STANDARD SPECIFICATIONS. PROVIDE SOIL FREE OF SUBSOIL, BRUSH, OBJECTIONABLE WEEDS, SEEDS, ROCKS, ORGANIC OR INORGANIC DEBRIS, SILT, AND CLAY, TOXIC SUBSTANCE, ORGANIC OR INORGANIC; SOIL STERILANTS; SALTS; AND SOIL REMOVED FROM ROAD BED EXCAVATIONS. B. THE CONTRACTOR SHALL FURNISH UPON THE REQUEST OF THE LANDSCAPE ARCHITECT A SOILS REPORT MADE FROM THE INTENDED IMPORT BY AN APPROVED AGRICULTURAL LAB. THE REPORT SHALL INCLUDE PH, N-P-K, SAR, MINERALS, MICRO-NUTRIENTS, ECE, BORON LEVELS, SOIL PARTICLE SIZE, AND TEXTURAL ELEVATION. SOIL IMPORTED TO SITE AND FOUND TO BE UNSUITABLE BY THE LANDSCAPE ARCHITECT SHALL BE REMOVED FROM THE SITE AND REPLACED WITH AN APPROVED SOIL AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL PAY EXPENSES FOR SOIL TESTING OF IMPORT MATERIALS. 2.6 BIOSWALE SOIL A. BIOSWALE SOIL SHALL BE ONE OF THE FOLLOWING: 1. "A-1 BIOSWALE SOIL" BY HANSON AGGREGATES DIGA RT APPROV/:.0 F"OR !RR/GA /ION AND 12122116 PLANTING ONLY, INCLUDING 03108117 PART 3 EXECUTION , 3.1 GENERAL A. PLANTING OPERATIONS SHALL NOT COMMENCE UNTIL COMPLETION OF CONSTRUCTION WORK, GRADING, SOIL PREPARATION, WEED CONTROL, AND SPRINKLER INSTALLATION. B. IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL INCLUDING AUTOMATIC CONTROLLER, BEFORE COMMENCING PLANTING OPERATIONS. 3.2 AGRICULTURAL SOIL TESTING A. THE CONTRACTOR IS RESPONSIBLE FOR CORRECTION OF SOIL PH, NUTRIENT LEVELS, AND CHEMICAL BALANCE UNTIL FINAL ACCEPTANCE BY THE OWNER. B. SOIL SAMPLES SHALL BE TAKEN FROM THREE SEPARATE LOCATIONS OR AS INDICATED ON THE DRAWINGS AND SUBMITTED TO A SOIL ANALYSIS LABORATORY. SEPARATE RESULTS SHALL BE PROVIDED FOR EACH OF THE 3 SAMPLES, WITH EACH HAVING ITS OWN INDIVIDUAL LETTER OR NUMBER TO IDENTIFY IT. INCLUDE WITH THE SAMPLES, A DESCRIPTION OF THE PROPOSED PLANTING, A REDUCED SCALE SITE PLAN SHOWING WHERE EACH SAMPLE WAS TAKEN WITH ITS LETTER OR NUMBER SHOWN, AND THE TYPE OF ORGANIC AMENDMENT TO BE USED. C. THE ANALYSIS REPORT SHALL INCLUDE PH, N-P-K, SAR, ECE, BORON LEVELS, PERCOLATION RATES, AND SOIL PARTICLE SIZE AND TEXTURAL EVALUATION (% OF SAND/SILT/CLAY). THE REPORT SHALL INCLUDE RECOMMENDATIONS FOR AMENDMENTS, FERTILIZERS, APPLICATION RATES, AND PROCEDURES FOR CONDITIONING THE SOIL D. THE LANDSCAPE ARCHITECT SHALL REVIEW THE ANALYSIS REPORTS PRIOR TO ORDERING AMENDMENTS. E. ACCEPTABLE LABORATORIES OFFERING SOIL TESTING SERVICES ARE: 1) WALLACE LABORATORIES, 365 CORAL CIRCLE, EL SEGUNDO, CA 90245, 310-615-0116. 2) SOIL & PLANT LABORATORIES, P.O. BOX 6566, ORANGE, CA 92883, 714-282-8777. 3.3 PERGOLA TION TESTS A. TEST FOR PERCOLATION PRIOR TO SENDING SOIL SAMPLE TO ANALYSIS LABORATORY. B. AUGER TWENTY (20) HOLES FOUR (4) FEET DEEP AT LOCATIONS DETERMINED BY THE LANDSCAPE ARCHITECT. FILL HOLES WITH WATER TO ONE HALF THE DEPTH OF EACH HOLE. LET DRAIN. C. ONCE HOLES HAVE DRAINED, FILL HOLES AGAIN TO ONE HALF THE DEPTH OF EACH HOLE. D. RECORD DROP IN WATER LEVEL AT THIRTY (30) MINUTE INTERVALS FOR MAXIMUM OF SIX HOURS (6) OR UNTIL THE WATER HAS PERCOLATED. E. SUBMIT MONITORING RESULTS IN A CHART FORMAT TO LANDSCAPE ARCHITECT FOR REVIEW. EACH TEST LOCATION SHALL BE SHOWN ON A REDUCED SCALE SITE PLAN WITH A LETTER OR NUMBER IDENTIFYING ITS LOCATION. THE CHART SHALL CLEARLY INDICATE THE TOTAL NUMBER OF INCHES OF PERCOLATION PER TEST LOCATION OVER THE SIX HOUR PERIOD. WHEN THE PERCOLATION RATE IS ONE (1) INCH PER HOUR OR LESS, THE LANDSCAPE ARCHITECT WILL REQUEST ALTERNATIVES WITH COST FOR IMPROVING PERCOLATION AND DRAINAGE OF THE PLANTING AREA. 3.4 WEED ABATEMENT A. IN AREAS DESIGNATED TO RECEIVE AMENDMENTS, IRRIGATE NORMALLY FOR TWO WEEKS TO GERMINATE WEED SEEDS. APPLY CONTACT HERBICIDE PER MANUFACTURER'S INSTRUCTIONS. B. REPEAT THE APPLICATION OF HERBICIDE WHEN WEEDS REMAIN OR NEW WEEDS APPEAR ONE (1) WEEK AFTER INITIAL APPLICATION. C. CLEAR AND GRUB DEAD WEEDS AND ORGANIC DEBRIS PRIOR TO COMMENCING TOPSOIL PLACEMENT OR SOIL PREPARATION. 3.5 TOPSOIL PLACEMENT A. REFER TO THE DRAWINGS FOR AREAS TO RECEIVE, AND THE DEPTH OF TOPSOIL. B. THE TOPSOIL SHALL BE PLACED IN MAXIMUM 6 INCH LIFTS WITH THE FIRST LIFT PLACED AND TILLED INTO THE TOP 6 INCHES OF THE EXISTING SOIL. PRIOR TO PLACING EACH LIFT, THE AREA SHALL BE THOROUGHLY MOISTENED BUT NOT SATURATED. EACH SUCCEEDING LIFT SHALL BE PLACED AND COMPACTED TO UNTIL THE FINISHED GRADES INDICATED ON THE DRAWINGS ARE ACHIEVED. C. THE FINISHED GRADES SHALL BE FREE OF DEPRESSIONS, HUMPS, ROCKS, DEBRIS, AIR POCKETS, AND READY TO RECEIVE SOIL AMENDMENTS. 4.1 STATE MWELO REQUIREMENTS A. FOR LANDSCAPE INSTALLATIONS, COMPOST AT A RATE OF A MINIMUM OF FOUR CUBIC YARDS PER 1,000 SQUARE FEET OF PERMEABLE AREA SHALL BE INCORPORATED TO A DEPTH OF SIX INCHES INTO THE SOIL. SOILS WITH GREATER THAN 6% ORGANIC MATTER IN THE TOP 6 INCHES OF SOIL ARE EXEMPT FROM ADDING COMPOST AND TILLING. B. PRIOR TO PLANTING OF ANY MATERIALS, COMPACTED SOILS SHALL BE TRANSFORMED TO A FRIABLE CONDITION. ON ENGINEERED SLOPES, ONLY AMENDED PLANTING HOLES NEED TO MEET THE REQUIREMENTS OF THIS SECTION. C. SOIL AMENDMENTS SHALL BE INCORPORATED ACCORDING TO THE RECOMMENDATIONS OF THE SOIL ANALYSIS REPORT AND WHAT IS APPROPRIATE FOR THE PLANTS SELECTED. D. THE APPLICATION OF ORGANIC MULCH MATERIALS MADE FROM RECYCLED OR POST-CONSUMER MATERIALS SHALL TAKE PRECEDENCE OVER INORGANIC MATERIALS UNLESS RECYCLED OR POST-CONSUMER ORGANIC PRODUCTS ARE NOT LOCALLY AVAILABLE. I st LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL 2nd LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL 3rd LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL SHEET# 28 CITY OF CARLSBAD PLANNING DIVISION '.:illlETS 34 DIAL TOLL FREE 811 I HI UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA PRECIS[ LOCA !ION or 03127117 PLA '/ 1-/NG A RCA. ,__0~31_29~/_17-+------t-F_IEL_D_B_UL_LE_TIN_#3 __________ ~--+---+---+---_. LANDSCAPE IMPROVEMENT PLANS FOR: t-------''-----------1-"0"'-4/'..:14"..:/IC'._7+-----+"S'.'c'IG-'.'NE-,,cD:.c_A::_PPc::R""-0-"VE"'D-'-P'"-LA..,N.,__S ------------1-----1----1--------1 YIASAT I GROVE GROUNDLEVEL Landscape Architecture 260:> Stol~ Street, 51.ltE B s,n lJi~!lO, CA ~UUJ (519) 325·1990 ~cour:c l<.''JUl~d.corn ArLEAS r rwo DAYS BEFORE YOU DIG Expiration Uate: 03-31 18 "AS 8 U IL T" 1---+----+--------------+---+----t--+----1 SHT. m =s=HE=E=r~N~A~M=E ________ ___j t-------t-----t------------+---+-----+---+-------i LP-4.03 LANDSCAPE PLANTING SPECS I A-·PPROVFD: \ I t---+----t------------+----+----+--+-----1 _ ___1_~.--=-::...,,;('<-'J.,.\-CT-.E(\..,.t:_ 1-3-"t-l-l r-:-:-;-::;-:-;;---:-;:-:-;------------7!---+--l----------------l----l-----l----J-----I PLANNING . RF:VIEWEJ BY: ~;:;:::';~:::;;:;:;;:==;-;========~===:::; t-----+--+----------------+-----+---t----+-----t DWN BY: JMH DATE INITIAL t-D_AI_L __ INI_TIA_L-+-_DA_T_E ~'_NI_IIA_L_. CHKD BY: B~L __ DFSIGNFR OF WO,,, R[C\/ISICJN DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: RCE __ _ EXP. ___ _ lJA TE INSPECTOR DA.E PROJEC r NO. SUP 13-03 DRAWING NO. 480-2N 3.6 SOIL PREPARATION A. IN PLANTING AREAS WITH A GRADIENT LESS THAN 2:1, MECHANICALLY RIP OR HAND TILL THE AREA IN TWO DIRECTIONS TO A MINIMUM DEPTH OF 6 INCHES. B. REMOVE ROCK AND HARD CLODS 2 INCHES IN DIAMETER AND LARGER, REMOVE CONSTRUCTION DEBRIS, ROOTS, STUMPS, TRASH AND OTHER DELETERIOUS MATERIALS FROM THE TOP 6 INCHES OF SOIL. C. APPLY SOIL AMENDMENTS, FERTILIZERS, AND CONDITIONERS EVENLY AND AT THE SPECIFIED APPLICATION RATES. D. FINE GRADE TO CONTOURS AND SPOT ELEVATIONS SHOWN ON DRAWINGS. 3.7 LANDSCAPE FINISH GRADING A. FINISH GRADING SHALL ESTABLISH FLOW LINES AND GRADIENTS FOR UNIFORM WATER DRAINAGE. FLOW LINES AND GRADIENTS SHALL BE ESTABLISHED FROM THE HIGH POINT TO THE DRAINAGE STRUCTURE OR OUTFALL AREA. FINISHED GRADES SHALL BE OF UNIFORM SLOPE AND GRADE BETWEEN POINTS OF FIXED ELEVATIONS OR ELEVATION CONTROLS. FLOW LINES SHALL HAVE A MINIMUM 2 PERCENT GRADIENT FROM HIGHPOINT, TO INLET OR OUTFALL AREA. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT WHEN GRADES OR FLOW LINES CONFLICT WITH OTHER CONSTRUCTION OR WHEN POSITIVE DRAINAGE IS NOT ACHIEVABLE AND REQUEST A RESOLUTION. FAILURE TO REPORT THE CONFLICTS PRIOR TO PLANTING SHALL RESULT IN REMOVING THE PLANT MAl;ERIAL, RE-GRADING TO CORRECT THE DISCREPANCY AND REPLACEMENT OF THE PLANT MATERIAL AT NO COST TO THE OWNER. B. _ UNLESS NOTED OTHERWISE, FINISHED GRADES ALONG WALKWAYS AND CURBS SHALL MAINTAIN A CONSTANT RELATIONSHIP BETWEEN THE FINISHED PAVING AND FINISHED GRADE. FINISHED GRADE FOR LAWN AREAS SHALL BE 1 INCH BELOW SIDEWALKS AND CURBS. FINISHED GRADES FOR MULCH OR GROUND COVER AREAS SHALL BE 2 INCHES BELOW SIDEWALKS AND CURBS. C. FINISHED GRADES SHALL BE FLOATED TO A UNIFORM SURFACE FREE OF IRREGULAR DIPS, HUMPS, VALLEYS OR RIDGES. REFER TO SECTION 02925 FOR ADDITIONAL REQUIREMENTS FOR PREPARING LAWN AREAS. D. THE FINISHED GRADES SHALL MAINTAIN DRAINAGE AWAY FROM BUILDINGS, STRUCTURES, WALLS, PAVING, AND TOWARDS DRAIN INLETS OR OUTFALL AREAS. FLOW LINES SHALL BE ESTABLISHED TO DRAIN WATER FROM BEHIND WALLS AND TOWARDS DRAIN STRUCTURES. E. WHEN NO COMPACTION RATE FOR PLANTING AREAS IS SPECIFIED GEOTECHNICAL REPORT OR WHEN NO REPORT IS AVAILABLE, COMPACT TURF AND GROUNDCOVER AREAS A MINIMUM 85 PERCENT TO A MAXIMUM 90 PERCENT RELATIVE DENSITY OR AS SHOWN ON DRAWINGS OR SPECIFIED ELSEWHERE. END OF SECTION ------------------------------------------------------------------- SECTION 329449 -TREE DRAINAGE SYSTEM PART 1 GENERAL 1.1 RELATED DOCUMENTS A. THE GENERAL CONDITIONS OF THE CONTRACT APPLY TO THE WORK OF THIS SECTION THE SAME AS THOUGH WRITTEN HEREIN. 1.2 SCOPE OF WORK A. FURNISH LABOR, MATERIALS, AND EQUIPMENT TO PROVIDE, AND INSTALL, PLANT PIT BREATHER TUBES AS DESCRIBED HEREIN AND UPON THE DRAWINGS. 1.3 RELATED SECTIONS A. SECTION 328400 -PLANTING IRRIGATION B. SECTION 329113-SOIL PREPARATION 1.4 REFERENCES A. THE EDITIONS OF THE SPECIFICATIONS AND STANDARDS REFERENCED HEREIN, PUBLISHED BY THE FOLLOWING ORGANIZATIONS, APPLY TO THE WORK ONLY TO THE EXTENT SPECIFIED BY THE REFERENCE: 1. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) 2. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) 3. NATIONAL SANITATION FOUNDATION (NSF) 1.5 SUBMITTALS A. SUBMITTALS SHALL CONFORM TO PROVISIONS OF SECTION 01 33 00. PARTIAL OR INCOMPLETE SUBMITTALS ARE NOT ACCEPTABLE AND WILL BE RETURNED WITHOUT A REVIEW. B. SUBMIT DESCRIPTIVE LITERATURE AND SPECIFICATIONS FOR THE FOLLOWING: 1. PVC PERFORATED DRAINPIPE 2. CONNECTORS, FITTINGS, GLUE, TAPE, AND OTHER ACCESSORIES 3. GRATES 4. DRAIN SOCK MATERIAL 5. PERFORATED FLEX PIPE (EDIT IF NOT USING TREE PIT DRAIN DETAIL) C. SUBMIT PHOTOCOPIES OF CURRENT CERTIFIED LANDSCAPE TECHNICIAN (CL T) CERTIFICATE FOR FOREMEN PERFORMING WORK ON THIS PROJECT. WHEN CERTIFICATE IS NOT AVAILABLE, SUBMIT A RESUME STATING THE FOREMEN'S EXPERIENCE WITH SIMILAR PROJECTS OF THE SIZE AND SCOPE OF WORK ON THIS PROJECT. 1.6 QUALIFICATIONS AND EXPERIENCE A. THE CONTRACTOR SHALL EMPLOY ONLY CERTIFIED LANDSCAPE TECHNICIANS (CL T) WITH THE CALIFORNIA LANDSCAPE CONTRACTORS ASSOCIATION (CLCA), AS FOREMEN FOR LANDSCAPE DRAINAGE INSTALLATION WORK. 1.7 RESPONSIBILITY A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF PUBLIC AND PRIVATE PROPERTY ADJACENT TO THE WORK, AND SHALL EXERCISE DUE CAUTION TO AVOID DAMAGE TO SUCH PROPERTY. THE WORK SHALL BE PROTECTED AND MAINTAINED THROUGHOUT THE CONTRACT PERIOD, INCLUDING DURING SUSPENSION OF WORK, AND UNTIL FINAL ACCEPTANCE OF THE WORK. CONTRACTOR SHALL REPAIR OR REPLACE DAMAGED IMPROVEMENTS INCLUDING DAMAGES FROM ACTS OF VANDALISM, THEFT, AND GRAFFITI REMOVAL. REPAIRS OR REPLACEMENTS SHALL BE AT LEAST EQUAL TO ORIGINAL CONDITION OF THE IMPROVEMENT, AND SHALL MATCH IN FINISH AND DIMENSION. B. PRIOR TO WORK OF THIS SECTION, VERIFY SUCH PREVIOUSLY INSTALLED WORK IS COMPLETE TO THE POINT WHERE THIS INSTALLATION MAY PROPERLY COMMENCE. VERIFY THAT WORK OF THIS SECTION MAY BE INSTALLED IN ACCORDANCE WITH THE DESIGN, PERTINENT CODES AND REGULATIONS, AND PERTINENT PORTIONS OF THE REFERENCED STANDARDS. C. IN THE EVENT OF DISCREPANCY, IMMEDIATELY NOTIFY THE ARCHITECT. D. DO NOT PROCEED WITH INSTALLATION IN AREAS OF DISCREPANCY UNTIL SUCH DISCREPANCIES HAVE BEEN FULLY RESOLVED_ DIGA DIAL TOLL FREE 811 Ar LEAST mo RT "' UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA APPROV[D roR /RR/GA TION ANO PLAN TING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 12/22/16 03/08/17 03/27 /17 03/29 /17 04/14/17 PART 2 PRODUCTS 2.1 PLANT PIT BREATHER TUBES A. TUBES -RIGID PERFORATED POLYVINYL CHLORIDE (PVC) DRAINPIPE. SIZES PER SCHEDULE ON DRAWINGS. B. GRATE -NOS #14 ROUND, FLAT POLYETHYLENE GRATES WITH UV INHIBITOR, BLACK COLOR, FOR 3" TUBE; NOS #11 ROUND FOR 4" TUBE_ C. DRAIN SOCK -A NON-WOVEN GEOTEXTILE FILTER FABRIC SLEEVE, SIZED TO FIT DRAINPIPE SPECIFIED. D. OTHER NOS FITTINGS AS REQUIRED TO COMPLETE THE INSTALLATION AS SHOWN ON THE DRAWINGS. 2.2 LANDSCAPE DRAINS A. DRAINS SHALL BE AS MANUFACTURED BY NOS, INC., (800) 726-1994, APPROVED EQUAL B. TYPE 'A' DRAIN NOS #78, 4 INCH DOMED STRUCTURAL FOAM POLYETHYLENE ATRIUM GRATE WITH UV INHIBITOR, BLACK COLOR, TO FIT 4 INCH PIPE RISER INSTALLED BY OTHERS. C. TYPE 'B' DRAIN: NOS# 1221 12 INCH SQUARE ADAPTER TO FIT 8 INCH PIPE RISER INSTALLED BY OTHERS. GRATE SHALL BE NOS# 1211 FLAT STRUCTURAL FOAM POLYETHYLENE GRATE WITH UV INHIBITOR, GREEN COLOR. D. TYPE 'C' DRAIN: NOS# 1221 12 INCH SQUARE ADAPTER TO FIT 8 INCH PIPE RISER INSTALLED BY OTHERS. GRATE SHALL BE NOS# 1290 DOMED STRUCTURAL FOAM POLYETHYLENE GRATE WITH UV INHIBITOR, BLACK COLOR. E. OTHER FITTINGS OR APPURTENANCES REQUIRED TO COMPLETE THE INSTALLATION. F. ALL DRAIN GRATES SHALL BE SECURED TO PIPE OR ADAPTER WITH TWO STAINLESS STEEL SET SCREWS. 2_3 TREE PIT DRAINS A. BREATHER TUBES SHALL BE PER PART 2.01 ABOVE. B. FLEX PERFORATED PIPE SHALL BE MANUFACTURED BY NOS OR APPROVED EQUAL. C. DRAIN SOCK -A NON-WOVEN GEOTEXTILE SLEEVE, SIZE TO FIT DRAINPIPE PER DETAIL. D. OTHER NOS FITTINGS AS REQUIRED TO COMPLETE THE INSTALLATION AS SHOWN ON THE DRAWINGS. PART 3 EXECUTION 3.1 PLANT PIT BREATHER TUBE INSTALLATION A. INSTALL BREATHER TUBES PER DETAIL AND SCHEDULE SHOWN ON THE DRAWINGS. INSTALL TUBES PLUMB AND EQUALLY-SPACED AROUND THE ROOT BALL. 3.2 DRAIN INSTALLATION A. FINISH GRADING AFTER SOIL PREPARATION SHALL ESTABLISH FINAL FLOW LINES AND GRADIENTS FOR UNIFORM WATER DRAINAGE. FLOW LINES AND GRADIENTS SHALL BE ESTABLISHED FROM THE HIGH POINT TO THE DRAINAGE OUTLET OR AN INLET STRUCTURE. B. INSTALL LANDSCAPE DRAINS AFTER FINISH GRADING HAS ESTABLISHED FINAL FLOW LINES AND SWALES. CUT PIPE RISERS PROVIDED BY OTHERS TO PROPER HEIGHT AND INSTALL ADAPTERS AND GRATES PER DETAIL DRAWINGS AND MANUFACTURER'S INSTRUCTIONS. 3.3 TREE PIT DRAIN INSTALLATION A. INSTALL BREATHER TUBES PLUMB AND EQUALLY SPACED AT EDGE OF ROOTBALL. B. INSTALL FLEX TUBE PORTION PER DETAIL IN DRAWINGS. SLOPE ONLY THE PORTION OF THE PIT BEYOND THE ROOTBALL TO ACHIEVE THE REQUIRED SLOPE TO THE FLEX TUBE_ THE BOTTOM OF THE PLANT PIT BELOW THE ROOTBALL SHALL BE LEVEL. C. CONTRACTOR SHALL COORDINATE THE CONNECTION OF THE FLEX TUBE TO THE SITE DRAIN LINES WITH THE APPROPRIATE CONTRACTOR. I st LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL 2nd LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL 3rd LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL FIELD BULLETIN #3 SIGNED APPROVED PLANS s l[[T# CITY 01 1 ' CARLSBAD I SH3,_4ETS I 29 PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS F'OR: VIASAT I GROVE DAYS BEFORE YOU DIG "AS □UILI" 1-----t---+----------------+----+--+----+------l SHT. ID r;,S"'H""E~ET~Nc;-AM77Ec:-,, ---------- GROUN0LEVEL Landscape Architecture 26U5 '.>Idle Str<cet, Sutte ~ Sm Dieg'~, CA Yl!<JJ (619) 325-1990 ~rou~dlevelsd.com RCc __ _ REVIEWED BY: INSPECTOR EXP ____ _ LJA I I:_ DATE LP-4.04 LANDSCAPE PLANTING SPECS ' ----t---+----------------+----+--+----+------l I APPROVED: 1,.<;v.../ ( I ~ ---~b~~-)~ CT-f:.11~_ t:;,"t.1, PLANNING _ 1--~c-t---::--c:~+----------------+----+--+----+------l ~D:;W~N~B;:,:;Y~: =J~M;;:;H==_ =-;--;===P==R=o=JF:::C:::T=N=o=. =:::::;-;=c=RA=v=YI '-l=G=N=O_ DAT[ lt\l 1· AL DATE INITIAL DATE INITI/\L BL DESIGNER or WORK REVISION DESCRIPTION OTHER APPROVAL c11Y APPROVAL ~10~18 ~~:~-SUP 13-03 480-2N 3.4 PROTECTION A. THE CONTRACTOR SHALL CAREFULLY AND CONTINUOUSLY PROTECT ALL AREAS INCLUDED IN THE CONTRACT, INCLUDING LAWN AREAS, PLANT MATERIAL, SUPPORTS, ETC. UNTIL FINAL ACCEPTANCE OF THE WORK BY THE OWNER OR HIS REPRESENTATIVE. B. CONTRACTOR SHALL VERIFY POSITIVE DRAINAGE TO ALL INLETS AFTER PLANTING OPERATIONS. PONDING OF WATER IN LOW SPOTS AND DEPRESSIONS IN PLANTING AREAS SHALL NOT BE PERMITTED. C. CONTRACTOR SHALL CLEAR ALL OBSTRUCTIONS FROM DRAIN INLETS AND LINES. 3.5 REVIEWS ' A. CONTRACTOR SHALL GIVE 48 HOURS NOTICE AND SET APPOINTMENT FOR ALL REVIEWS BY THE ARCHITECT. B. REVIEW BY ARCHITECT SHALL BE SCHEDULED FOR THE FOLLOWING OPERATIONS: 1. REVIEW OF FINISH GRADING. 2. REVIEW PLACEMENT OF LANDSCAPE DRAINS. 3. REVIEW OF FINISHED GRADING. C. IN THE EVENT THE CONTRACTOR REQUESTS INSPECTION OF WORK, AND SAID WORK IS SUBSTANTIALLY INCOMPLETE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ARCHITECT'S HOURLY CHARGES AND PER DIEM COSTS. 3.6 CLEAN-UP A. REMOVE TRASH, EXCESS SOIL, AND OTHER DEBRIS FROM THE SITE. REPAIR SCARS, RUTS, OR MARS IN AREA CAUSED BY WORK OPERATIONS. B. CLEAR OBSTRUCTIONS FROM DRAIN INLETS AND LINES. END OF SECTION SECTION 329453 -TREE ROOT BARRIERS PART 1 GENERAL 1.1 RELATED DOCUMENTS A. THE GENERAL CONDITIONS OF THE CONTRACT APPLY TO THE WORK OF THIS SECTION THE SAME AS THOUGH WRITTEN HEREIN. 1.2 SCOPE OF WORK A. FURNISH LABOR, MATERIALS, AND EQUIPMENT TO PROVIDE, AND INSTALL ROOT BARRIERS AS DESCRIBED HEREIN AND UPON THE DRAWINGS. 1.3 RELATED SECTIONS A. SECTION 328400 -PLANTING IRRIGATION B. SECTION 329300 -PLANTS 1.4 REFERENCES A. THE EDITIONS OF THE SPECIFICATIONS AND STANDARDS REFERENCED HEREIN, PUBLISHED BY THE FOLLOWING ORGANIZATIONS, APPLY TO THE WORK ONLY TO THE EXTENT SPECIFIED BY THE REFERENCE: 1.5 A. 1. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) SUBMITTALS ' i SUBMIT ITEMS SPECIFIED FOLLOWING PROCEDURES PRESCRIBED UNDER SECTION 01 33 00 SUBMITTALS. INCOMPLETE SUBMITTALS ARE NOT ACCEPTABLE AND WILL BE RETURNED WITHOUT A REVIEW. PARTIAL OR B. SUBMIT DESCRIPTION LITERATURE AND SPECIFICATIONS FOR THE FOLLOWING: (CHECK AND EDIT) 1. TREE ROOT BARRIER C. SUBMIT COPIES OF CERTIFIED LANDSCAPE TECHNICIAN (CL T) REGISTRATION FOR FOREMEN PERFORMING WORK ON THE PROJECT. D. SUBMIT A MINIMUM OF FIVE (5) PROJECTS WITH ROOT BARRIER INSTALLED BY THE CONTRACTOR. 1.6 QUALIFICATIONS AND EXPERIENCE A. THE CONTRACTOR SHALL EMPLOY ONLY CERTIFIED LANDSCAPE TECHNICIANS (CL T) WI.TH THE CALIFORNIA LANDSCAPE CONTRACTORS ASSOCIATION (CLCA), AS FOREMEN FOR ROOT BARRIER INSTALLATION WORK. B. THE CONTRACTOR SHALL SHOW PROOF THAT PERSONNEL HAVE AT LEAST FIVE (5) YEARS EXPERIENCE WITH INSTALLATION OF ROOT BARRIERS. 1.7 RESPONSIBILITY A. B. C. D. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF THE WORK AND FOR THE PUBLIC AND PRIVATE PROPERTY ADJACENT TO THE WORK, AND SHALL EXERCISE DUE CAUTION TO AVOID DAMAGE TO SUCH PROPERTY. THE WORK SHALL BE PROTECTED AND MAINTAINED THROUGHOUT THE CONTRACT PERIOD, INCLUDING DURING SUSPENSION OF WORK, AND UNTIL FINAL ACCEPTANCE OF THE WORK. CONTRACTOR SHALL' REPAIR OR REPLACE DAMAGED IMPROVEMENTS INCLUDING DAMAGES FROM ACTS OF VANDALISM, THEFT, AND GRAFFITI REMOVAL. REPAIRS OR REPLACEMENTS SHALL BE AT LEAST EQUAL TO ORIGINAL CONDITION OF THE EXISTING IMPROVEMENT AND SHALL MATCH IN FINISH AND DIMENSION. PRIOR TO WORK OF THIS SECTION, VERIFY THAT PREVIOUSLY INSTALLED WORK IS COMPLETE ;ro THE POINT WHERE THIS INSTALLATION MAY PROPERLY COMMENCE. VERIFY THAT WORK OF THIS SECTION MAY BE INSTALLED IN STRICT ACCORDANCE WITH THE ORIGINAL DESIGN, PERTINENT CODES, REGULATIONS AND PORTIONS OF THE REFERENCED STANDARDS. IN THE EVENT OF DISCREPANCY, IMMEDIATELY NOTIFY THE ARCHITECT. DO NOT PROCEED WITH INSTALLATION IN AREAS OF DISCREPANCY UNTIL SUCH DISCREPANCIES HAVE BEEN FULLY RESOLVED. PART 2 PRODUCTS 2.1 PLASTIC TREE ROOT BARRIERS A. THE CONTRACTOR SHALL FURNISH AND INSTALL TREE ROOT BARRIERS AS SPECIFIED. THE TREE ROOT BARRIERS SHALL BE PRODUCT #UB 24-2 AS MANUFACTURED BY DEEP ROOT PARTNERS, LP, 345 LORTON AVENUE #103, BURLINGAME, CA 94010, (800) 458-7668, OR ACCEPTABLE EQUAL. B. THE BARRIERS SHALL BE BLACK, INJECTION MOLDED PANELS, OF 0.085" WALL THICKNESS IN MODULES 24 INCHES LONG BY 24 INCHES DEEP; MANUFACTURED WITH A MINIMUM 50% POST-CONSUMER RECYCLED POLYPROPYLENE PLASTIC WITH ADDED ULTRAVIOLET INHIBITORS; RECYCLABLE. C. EACH PANEL SHALL HAVE: 1. NOT LESS THAN FOUR (4) MOLDED INTEGRAL VERTICAL ROOT DEFLECTING RIBS OF A MINIMUM 0.085" THICKNESS PROTRUDING 1/2 INCH AT 90° FROM INTERIOR OF THE BARRIER PANEL, SPACED 6" APART. 2. A DOUBLE TOP EDGE CONSISTING OF TWO PARALLEL, INTEGRAL, HORIZONTAL RIDGES OF A MINIMUM 0.085" THICKNESS, 3/8" WIDE AND 1/4" APART WITH THE LOWER RIB ATTACHED TO THE VERTICAL ROOT DEFLECTING RIBS. 3. A MINIMUM OF 9 ANTI-LIFT GROUND LOCK TABS CONSISTING OF INTEGRAL HORIZONTAL RIDGES OF A MINIMUM 0.085" THICKNESS IN THE SHAPE OF A SEGMENT OF A CIRCLE, THE 2" CHORD OF THE SEGMENT JOINING THE PANEL WALL AND THE SEGMENT, PROTRUDING 3/8" FROM THE PANEL. THE NINE GROUND LOCKS ON EACH PANEL SHALL BE ABOUT EQUALLY SPACED BETWEEN EACH OF THE VERTICAL ROOT DEFLECTING RIBS (3 BETWEEN EACH SET OF RIBS) 4. THE BASIC PROPERTIES OF THE COPOLYMER POLYPROPYLENE MATERIAL SHALL BE: TEST ASTM TEST METHOD VALUE TENSILE STRESS @ YIELD D638 3800 PSI ELONGATION@ YIELD FLEXURAL MODULUS NOTCHEDIZODIMPACT D638 6.3% D790B 155,000 PSI D256A 7.1 ROCKWELL HARDNESS R-SCALE D785A 68 5. PREASSEMBLED SELF-LOCKING FLEXIBLE (0°-180°) JOINER STRIPS TO CONNECT ONE PANEL TO THE NEXT. PART 3 EXECUTION 3.1 TREE ROOT BARRIER INSTALLATION A. INSTALL THE TREE ROOT BARRIERS IN A LINEAR FASHION ADJACENT TO PAVING, SIDEWALK, OR CURB IN CONDITIONS WHERE TREES ARE TO BE PLANTED CLOSER THAN 6 FEET TO THESE IMPROVEMENTS. ROOT BARRIERS SHALL EXTEND 6 FEET IN EACH DIRECTION FROM CENTER OF TREE AS MEASURED ALONG LENGTH OF IMPROVEMENT. USE ONLY FULL PANELS. B. THE VERTICAL ROOT DEFLECTING RIBS SHALL BE FACING INWARDS TO THE ROOT BALL AND THE DOUBLE TOP EDGE SHALL BE 1/2 INCH ABOVE GRADE. C. PANELS SHALL BE CONNECTED WITH THE FLEXIBLE JOINER STRIPS IN THE LENGTH REQUIRED. D. OMIT BARRIERS FOR PALM TREES, UNLESS NOTED OTHERWISE. 3.2 EXCAVATION AND BACKFILL A. EXCAVATION AND BACKFILL SHALL CONFORM TO THE MANUFACTURER'S SPECIFICATIONS AND DETAILS. B. AT LOCATIONS WHERE ROOT BARRIERS ARE NOT ADJACENT TO PAVING, SIDEWALKS, OR CURBS, THE BARRIERS SHALL BE BACKFILLED ON THE OUTSIDE WITH 3/4 INCH TO 1-1/2 INCH GRAVEL OR CRUSHED ROCK TO THE DEPTH SHOWN ON THE DRAWINGS. C. NO GRAVEL BACKFILL IS REQUIRED FOR A LINEAR INSTALLATION. D. BARRIERS MAY BE INSTALLED IN SAME TRENCH WITH IRRIGATION LINES. END OF SECTION DIGA RT DIAL TOLL FREE 811 AT LEAST TWO DAYS BEFORE YOU DIG " UNDERGROUND SERVICE ALERf OF SOUTHERN CALIFORNIA APPROVED FOR /RR/GA TION AND PLAN T!i\JG 0/\JL Y, INCLUDING PRCCISE LOCA T/ON OF PLAN TING Af.!EA. "AS BUILT" 12/22/16 03/08/17 03/27/17 03/29/17 04/14/17 I st LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL 2nd LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL 3rd LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL FIELD BULLETIN #3 SIGNED APPROVED PLANS S~FFT# 30 CITY OF CI\RLSBAD PLANNING DIV SION LANDSCAPE IMPROVEMENT PLANS FOR: VIASAT I GROVE SHT. ID ""S~H~EE""T;;--.Nc.A"'"M""'E--------------, -..,;,,""OSCApF: LP-4.05 LANDSCAPE PLANTING SPECS ~"#Q LEl,,i'11"""'c t----+-----t----------------+----+----+---+----t I APPROVED: fl · I ,, _,,~., .J .... GROUNDLEVEL LcJ.ndscape Architecture 2605 Stote Street, Suite B Sen Diego, CA 921C3 (619) 325·~990 Broundlevelsd r;om I Qi., .U.70 ~\ RCE___ FXP_____ DAIL ____ _,/--t._-=•-=d::,2==.--\__,___~, ~~ s ·'i-17 ::; V ;, ~ ~ "LANNING . .."--r .._ R[Vl[W[U BY: o 14117 / 1 DWN BY: ~J,M=H~_ PROJECT NU. DRAWl~G NU ~:;;i••o~"'f. :::xpirotion D/\TE INITIAL DAil INIIIAL DATE INIT:AL CHKD BY:B=L__ SLJP 13 03 o; CAI.I~ 03-~1:fa l~SPC:C 1m, DA IL DESIGNER OF WOk, RC:VISION Dl:.SCRIPT ON CTHER APPfJOVAL CITY APPROVAL RVWD BY: -480-2N L____.::~::::::_~=-1~~----___!::_;:.!.!:..._--1.:.:..:..::.:::._...:___:_....L_ _______ ___i_:=..:.:..::..:::...1....::..:....::::..'.:.:.:..JL..:::::::::::::::::::::::::::~=--=======::::::::::::===:=::::::::::::::::::::::::::::..J : -----------------------------------------------------------------------·-- Executive Landscape Inc., March 14, 2017, page 2 Soil Analyses Plant Analyses Water Analyses Soil Analyses Plant Analyses Water Analyses WALLACE LABORATORIES, LLC 365 Coral Circle El Segundo, CA 90245 phone (310) 615-0116 fax (310) 640-6863 March 14, 2017 Ted Earle, tearle@executivelandscapeinc.com Executive Landscape Inc. P.O. Box 1075 Fallbrook, CA 92088 RE: Viasat, Level 10 Construction, Our ID No. 17-72-34 Dear Ted, The soil has moderate alkalinity with a pH of 7.79. Salinity is modestly elevated at 2.71 millimho/cm. Soluble sodium is fairly high. Nitrogen is low. Potassium, magnesium, sulfur, iron, manganese, zinc, and copper are sufficient. Total available sodiun1 is high. SAR (sodium adsorption ratio) is 5.3. High sodium and high SAR values have adverse effects on soil physical properties including reduced water percolation, decreased soil aggregate stability, increased clay dispersion, increased swelling of expandable clays, increased surface crusting and reduced soil tilth. High sodium also restricts the uptake of competitive ions such as potassium. Normally the SAR should be less than 3. Gypsum can be applied followed with leaching to lower the concentration of sodiu1n and SAR. . Recommendations General soil preparation on a square foot basis, broadcast the following materials uniformly. The rates are per 1,000 square feet for a 6-inch lift. Incorporate them homogeneously 6 inches deep: agricultural gypsum -40 pounds - good quality soil amendment -about 3 cubic yards, sufficient for 3% to 5% soil organic matter on a dry weight basis For the preparation on a volume basis, hon1ogeneously blend the following into clean soil. Rates are expressed per cubic yard: agricultural gypsum -2 pounds good quality soil amendment -about 15% by volume, sufficient for 3% to 5% soil organic matter on a dry weight basis Preleach after amending the soil unless the plant palette is tolerant of sodium. Lower the SAR to less than 3.0. Afterwards, apply ammoniun1 sulfate (21-0-0) at 5 pounds per 1,000 square feet if nitrogen is low. For site n1aintenance, apply ammornum sulfate (21-0-0) at 5 pounds per 1,000 square feet about once per quarter. Monitor the site with periodic soil testing. Adjust the maintenance program as needed. Sincerely, Garn A. Wallace, Ph. D. GAW:n EXISTING SOILS REPORT WALLACE LABS !SOILS REPORT 365 Coral Circle • Location El Segundo, CA 90245 Requester I Prim Date Via.sat Mar. 13. 2017 Tex! Earle, Executive Landscape, 11 (310) 615-0116 graphic: imerprctmiou: "'very low,** luw, "'** moderate ~~-------='-----'----~~~ ammonium bicarbonate/DTP A * * * * high, * * "' * * very high extractable -mg/kg soil Interpretation or data low medium high 0-7 8-15 overl5 0-60 60 -120 121-180 0 -4 4 -10 over 10 0-0.5 0.6-I over l 0 -I 1 -1.5 over l.5 0-0.2 0.3-0.5 over0.5 0-0.2 0.2-0.5 over l The following trace elements may be toxic The degree of lox icity depends upon the pH of the soil, soil texture, organic matter, and the concentrations of the individual elements as well as to their interactions. The pH optimum depends upon soil organic matter and clay content-. . for day and loam soils: under 5.2 is too acidic 6.5 to 7 is ideal over 8.0 is too alkaline The ECc Ls a measure of' the soil salinity: ~----~ Sample ID Number 17-72-34 Sample Description Level 10 Construction ----=7 elements graphic -phosphorus •potassium iron :1nanganese zinc copper boroti .calciun1 magnesium ... .sodium :sulfur molybdenum ' . . ' . '' . ·nickel . alunrinun1 -arsenic ·barium cadnlimn :rhronlimn ·cobalt ,lead ;lithium mercury selenium silver strontium tin vana<limn [Saturation Extract wH value I ECe (milli- mho/em) 15.24 ***** 173.59 **** 9.75 *** l.06 ***'i: 1.91 **** 0.65 **** 0.28 *** 355.78 *"** 542.19 ***** 518.92 ***** 395.73 *** 0.05 *** 0.16 * n d * n d * 0.04 * 0.03 * nd * 0.05 * 0.32 * 0.18 * [l u ·* 0.73 ** n d * 1.14 * n d * 0.13 * 7.79 "**** 2.71 '**** millieq/1 1-2 affects a few plants 2-4 affects some plants, > 4 affects many !)!ants. calciun1 ~mgn~iun1 sodjwn :potassium 222.5 11.1 tlroblems over 150 ppm ·good 20 -30 ppm cation stun ehl01ide 'ttltrate-a"> N phosphorus as P. -sulfate as S toxic over 800 anion sun1 toxic over l for many plant9 . boron as B hncn~a'illlg probl-em,;; start at 3 ,SAR I est. gypsum requircment-lbs.11000 sq. ft. , relative infiltration rate estin1ated soil texture lim<: __ (calcium carbonate) organic matter moisture content of soil half saturation percentage Elements are expressed as mg/kg dry soil or mg/I for saturation extract 42.9 3.5 329.3 14.3 20. l 0.5 ------, 102 5 0.2 420.2 0.14 * 5.3 *** 185 fair loam no low/fair i5,791 31.8% 29.5 2.9 0.3 0.0 26.3 29.5 pH and ECe are measured in a saturation paste extract. nd means not detected. Analytical data determined on soil fraction passing a 2 mm sieve. DIGA 8T1LF1', fl RT APPROVED FOF\ !RR/GA TIO/\/ AND PLAN I !NG ONLY, INCLUDING PRCCISE LOCATION OF PLANTING AR[A 1--l'-"2/'-'2=2/~l 6-+--------1~1 s~t L~A~N~DS~C~A~PE~c_o_N~ST~RU~C~Tl~O-N _D_oc_u_M_E-NT_s_u_ BM-ITT_A_L-+----+--+----f-------1 I sH3cEl T # I C 1·. 'j-_' y Q F C AR LS BA l) I sH3c4E TS I 03/08/17 2nd LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL 03/27 /17 3rd LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL ~:;;:,::,:;;;::;--;;~~~P;,:L;;=A;N~N;;,:1 N=;G;;:::0 l~V;_I S=I 0;:N:::;::===='----===~ GROUNDLEVEL Landscape Architecture 26D5 Scat<c 5trn<ct, su,te ~ Sad 1)1egu, CA <Jl!UJ (61S) 325-199D ground levelsd.com AT LEAST TWO DAYS BEFORE YOU DIG '" UNDERGROUND SERVICE ALERr OF SOUTHERN CALIFORNIA f<CE __ _ ~EVllWElJ l:lY: "AS BUILT" ::xp ____ _ DATE llATE 03/29/17 FIELD BULLETIN #3 LANDSCAPE IMPROVEMENT PLANS FOR: 04/14/17 SIGNED APPROVED PLANS VIASAT I GROVE SHT. ID ~S=H=E='EccT-Ncc-AccM-.cE,,.------------------, LP-4.06 SOILS REPORT & REOMMENDATIONS l-----+---+-------------------+----+---+----+-----1 I APPROVEJ• < Ti I i I ~--~(7':'.'.1..:;.ea..-..-1< -~-~:J:\A -? -~-~-, PLANNING . 1--~~+--=-cc-+----------------+---f-----+----+-------1 ~ll;':=W;;;:N~tl=;Y.=;:JM;;:;:H =~==~P~R~O=JE==c=1=· =I\ o=.==~CR=A=v=v1=NG=1~=0. DATE INIT AL DAT[ .NITIAL DATE INITIAL 6L D[SIGN[R OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ~~~g ~~: ---SUP 13-03 480-2N I I I I , I ~ ~ ½ --- ~ '-141. .... -s,½ ¥-'/7'0~ '1,ofi'Jr I / ,/ j / I / ! /JJm, ! ~ ,._ M '«if I I ' I ' r--. I I I I I I I ' I I ; I ! ! -I I I I I I -; I I I I I I I I I I I / I I I I I I / / LIMIT OF WORK / I / I I I / / I I I / I 1--------------1 ' ' ' .=====a ' I 1-------11 : /, I :/ I I / I ! / / i / -------------------------------------- ! ! ~--, =- ----------,----+-c---,---t--- ---------------------------~ I .I - --------.L -----L--.------- '~ . ' '' " ,· ,,.~ u ' ',,. I I \ I I I \ I I I I I I I I I I ' I I I ~ ,; ·) ~- LIMIT OF WORK LANDSCAPE MULCH AND BOULDERS SYMBOL/HATCH DEPTH I SIZE DESCRIPTION SUPPLIER ----~~~~ ---. ~----~--3" 3/4" 'COPPER CANYON' CRUSHED ROCK SOUTHWEST BOULDER AND STONE -------- 6" 3-8" 'COPPER CANYON' CHUNKY ROCK SOUTHWEST BOULDER AND STONE I l 3" 'FOREST FINES' SHREDDED BARK MULCH AGRI-SERVICE, INC. "--~-~ VARIES REPURPOSED BOULDERS STOCKPILED BOULDERS EXISTING SI E NOTES: 1. BOULDER SELECTION AND PLACEMENT TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION (CONTRACTOR TO NUMBER IN A NON PERMANENT MANNER EACH BOULDER TO BE REUSED) 2. ALL ROCK MULCH SHALL BE PRE-WASHED PRIOR TO INSTALLATION. 3, ALL PLANTING AREAS NOT SHOWN TO RECEIVE ROCK MULCH SHALL RECEIVE 'FOREST FINES' SHREDDED BARK MULCH, 4. ALL AREAS SHALL RECEIVE PRE-EMERGENT HERBICIDE PER SPECIFICATIONS PRIOR TO PLACEMENT OF ALL MULCH TYPES. DIGA RT AP,URQ\/[0 FOR /RR/GA TION ANO II GROUNDLEVEL Landscape Architecture 260S St,He Street, Su't" B s,rn D1egD, CA 9210:l (619) 325·1990 g·ound levelsd.~<.1111 C DIAL TOLL FREE ~ / rn UNDERGROUND 811 n~ SERVICE ALERT OF SOUTHERN ATLEASTTV\1O CALIFORNIA DAYS BEFORE YOU DIG ~SCAp, ¢7 #Q LE/1/,,j,,/~ ~'" WI '1-~ u~ ~ -0 --' ... .. ... ~ 0 14/17 / ,~ _,_ ,-.: Expiration ~ r~ ~. 3.31-• ~ Dul.e: or CALI' 03-31-18 PLANTING ONLY, INCLUDING Ph:FC/5[ LOCATION OF PLANTING AHEA. "AS BUil T" RCE lX~. DATE RE\/IEWcD 3Y, INSPECTOR LJA IE -- -I I --' -_J --~..L----- I I \i I i I I I ! I I I i I I j ! I I I I ! / j I I I ' -I 12/22/16 03/08/17 03/27 /17 03/29/17 04/14/17 DATE INI IIA DESIGNER OF WORK I '/ .i 1st LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL 2nd LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL 3rd LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL FIELD BULLETIN #3 SIGNED APPROVED PLANS REVISION IJlSCRIPTION . ; f f ' I I I I I I I I ! I I I I / I ' I I LIMIT OF WORK ' I - UAlc I~: II1\L DATE INITIAL OTHER APPROVAL CITY APPROVAL I I -17 -------I! I I / [ [ I j I t - I I / :) ' ! I SH[l 1# CITY OF' CARLSBAD ~ 32 PLANNING DIVISION 4 LANDSCAPE IMPROVEMENT PLANS FOR: VIASAT I GROVE SHT ID SHEET NAME LM-1.01 LANDSCAPE MULCH PLAN 1::::~~clJ 1'71<12Jj -s:-~ \.EL>,t '7·"\:-1, I DWN BY: JMH PROJC:CT NO. DRAWING NO. CHKD BY: ilL_ SUP 13-03 480-2N RVWLJ ~Y: I I I I I I I I I I I I ~ ,1.1//tf1.,_ l , 01011,i :l '~Ii'!. l ~-.i ~'4 I I / I I I I I : I I I I 1' /.' I L.:_.,.;: __ I SITE FURNISHINGS SCHEDULE SYMBOL DESCRIPTION <8> DINING TABLE & CHAIRS <8> COLLABORATION TABLE & CHAIRS <8> BARSTOOL <8> LOUNGE SEATING 'ARRANGEMENT A' <8> LOUNGE SEATING 'ARRANGEMENT B' -- <8> LOUNGE SEATING 'ARRANGEMENT C' I .... -.... ,,,,,,,, I .._ I I I I I I I I I I I I I I I I I I I I I I I I I ''i, I I I I I I I ........ ) I I I I / "---"---... -" ---------------·------------------ <8> LOUNGE SEATING 'ARRANGEMENT D' ~----------- <8> CONSOLE TABLE <8> OUTDOOR SHUFFLEBOARD TABLE <G> OUTDOOR FOOSBALL TABLE <E)>, OUTDOOR PING-PONG TABLE <8> CUSTOM BANQUETTE CUSHIONS <E)>, UMBRELLA AND UMBRELLA POST 'A' <8> UMBRELLA AND UMBRELLA POST 'B' ~ UMBRELLA AND UMBRELLA POST 'C' I I 0 ® I - . I 5 I I -I I ' . ' .. ' ' ' , ' , ' , ' . ' . • '' <. ''. <,'' ',' •. '.' .. ',., ','"''., 10 20 I . 0 ' b ~ II . ~ ! GROUNDLEVEL Landscape Architecture 2605 Stal~ '.itr~et, Suite B So.1 Ul<:/W, CA 92103 (619) 325-1990 gro u r.dlc~c Is d .cum -I I -_ I _ I I b --, -:r:= ==1== =r: DI RT DIAL TOLL FREE 811 Expirulion lJote: 03-31-18 ff/ if ,.,__._ ' .• ,'.;_'¾. ' .. ' ... ' . ' ' ' .. • < ' •-• • • • • ' > , I I : I I I i I I I I f .. i I i I ! I r ----,f-;..;.:: .;_;: :-'-': :_.;_: :+: ;_;_:.;_;: :.;..:+.;_" .;_; .. -'-',.-4_ ;_;;,;,- 1 I I 1-I I -I\ I I I I i:::= APPROVED rOR !RR/GA T!ON ANO PLANTING ONLY, INCLUDING PRECISE LOCA T!ON Of- PLAN I/NG AREA. "AS BUil T" RCE C:XP. DATl RE\/lcWED BY: INSPECTOR LJA il Ll~2'-'/2~2'--'/l"-6+---+l:::.scct L-=A'-'N'-'DC'..SC::cA:::.P.c.E-=C-=O:..:Ncc.S"'TR"U'-'C-=Tl"OCC.N"D_-cO:_;C:_;U:_;Mc.:E.:cN"T'_SU"...:B':M"IT,,.TA"L-'-"-+---+---l----+----1I ~3-c_3ET# I , 03/08/17 2nd LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL ~ C IT Y O [-11 CARLSBAD 03/27 / I 7 3rd LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL ~=-==~~:;:=~=-===-==P~LA:=N;:~~I N::::G;:=D:=I V:::1 S:::l:=0:=N=====-==3=4=~ r0-=3'-'/2"-9'--/lcc7+---+Fc::IEceLc:.D-"B-"'ULccL.:::ET_,,IN,_#.._,3,___ ___________ ___j ___ +---1---+-----1 LAND SC APE IMPROVEMENT PLANS F'O R: 04/14/17 SIGNED APPROVED PLANS VIASAT I GROVE r;;-;c=~~~----------__j SH'!', JD SHEET NAME LF-1.01 SITE FURNISHINGS PLAN I APPROVED: tz:::..-1.d~ C::r:-E:.l\--%~ ? ·':t-1"'1 PLANN,NG DATE l~IT AL DESIGNER OF WORK REVISIO\ DESCRIPTION DWN BY: JMH PROJECI NO. DR1W/ING NO, 0ATE INITIAL DATF. l'IITIAL CHKD BY: ~l OTHER APPROVAL Cl TY APPROVAL RI/WU 8Y: SUP 13-03 480-2N I .. :r ..... GROUNDLEVEL Landscape Architecture 2605 State StrEet, Sult~ B Sen Diego, CA92103 (6191 325·~9~0 grouncilevelsll.wm --------------------------------------------------------- FURNITURE SCHEDULE SITE ITEMS SYMBOL DESCRIPTION 1QUANTl1Y MANUFACTURER I SUPPLIER MATERIAL I PRODUCT NO. COLOR I FINISH NOTES TOTAL QUANTITY [PERGROUP. . . TABLE (1) JANUS ET CIE BRANCH DINING TABLE -SQUARE 90 'LINEN' 5 - <8> PRODUCT NO. 735-05-506-75-75 DINING TABLE & CHAIRS CHAIRS (4) RION SIDE CHAIR JANUS ET CIE 'LIGHT BLUE' -20 PRODUCT NO. 711-75-061-83-00 TABLE (2) KETTAL VIEQUES DINING TABLE 270 'LINEN' TEAK TABLE TOP WITH ALUMINUM LEGS 4 <8> PRODUCT NO. 56450/41778 COLLABORATION TABLE & CHAIRS ----ROPE: 'BLACK' MAIA DINING CHAIR CHAIRS (14) KETTAL PRODUCT NO. 65100/65151 FRAME '089 COBALT' WITH KETTAL CUSHION 28 CUSHION: '257 FOG' <8> MAIA BAR STOOL ROPE: 'BLACK' WITH CUSTOM FABRICATED CUSHION -BARSTOOL KETTAL PRODUCT NO. 65400/65450 FRAME: '089 COBALT' SUNBRELLA MARINE GRADE TEXTILE 10 CUSHION: '257 FOG' SECTIONAL PURE SOFA 2-SEAT RIGHT+ CORNER BACK: SAXON CASCADE #4884-0000 · CUSHIONS: CUSTOMERS OWN MATERIAL SOFA(1) JANUS ET CIE MODULE PRODUCT NO. 735-37-401-97-00 SEAT: MARINE BLUE #6078-0000 (SUNBRELLA MARINE-GRADE TEXTILE) 2 PRODUCT NO. 735-37-051-97-00 <8> COFFEE PURE COCKTAILTABLE RECTANGLE LOUNGE SEATING 'ARRANGEMENT A' TABLE (1) JANUS ET CIE PRODUCT NO. 735-37-598-97-00 I 'GRAY' CERAMIC TOP -2 735-37-598-00-73 ~---~-·--,.···-···-- CLUB PURE LOUNGE CHAIR 90 BACK: SAXON CASCADE #4884-0000 CUSHIONS: CUSTOMERS OWN MATERIAL 4 CHAIRS (2) JANUS ET CIE PRODUCT NO. 735-37-011-97-00 SEAT: MARINE BLUE #6078-0000 (SUNBRELLA MARINE-GRADE TEXTILE) ---- SOFA (1) JANUS ET CIE PURE SOFA 2-SEAT BACK: SAXON CASCADE #4884-0000 CUSHIONS: CUSTOMERS OWN MATERIAL PRODUCT NO. 735-37-013-97-00 SEAT: MARINE BLUE #6078-0000 (SUNBRELLA MARINE-GRADE TEXTILE) 2 <8> COFFEE PURE COCKTAIL TABLE RECTANGLE LOUNGE SEATING 'ARRANGEMENT B' TABLE (1) JANUS ET CIE PRODUCT NO. 735-37-598-97-00 I 'GRAY' CERAMIC TOP -2 735-37-598-00-73 CLUB JANUS ET CIE PURE LOUNGE CHAIR 90 BACK SAXON CASCADE #4884-0000i CUSHIONS: CUSTOMERS OWN MATERIAL 4 CHAIRS (2) PRODUCT NO. 735-37-011-97-00 SEAT: MARINE BLUE #6078-0000 ! (SUNBRELLA MARINE-GRADE TEXTILE) . ---------------- CLUB JANUS ET CIE PURE LOUNGE CHAIR 90 BACK SAXON CASCADE #4884-0000' CUSHIONS CUSTOMERS OWN MATERIAL 4 <8> CHAIRS (4) PRODUCT NO. 735-37-011-97-00 SEAT: MARINE BLUE #6078-0000 (SUNBRELLA MARINE-GRADE TEXTILE) LOUNGE SEATING 'ARRANGEMENT C' SIDE RELAIS SIDE TABLE ROUND TABLES (2) JANUS ET CIE PRODUCT NO. 733-20-615-97-00 NATURAL -2 ROCKING ROCKING ADIRONDACK CHAIR (FLAT) CUSHIONS TO BE CUSTOf,rl'ABRICATED USINGlTbW~THROUGH LOLL 'SUNSET ORANGE' FOAM FILL AND SUNBRELLA MARINE-GRADE TEXTILE 6 CHAIRS (3) PRODUCT NO. AD-4SFR-CG (SAXON CASCADE N0.4884-0000) LOUNGE SEATING 'ARRANGEMENT D' ------- SIDE SATELLITE COCKTAIL TABLE (ROUND) TABLE (1) LOLL PRODUCT NO. SA-CRD-CG 'CHARCOAL GRAY' -2 ----··---- TABLE (1) JANUS ET CIE MIRTHE CONSOLE TABLE WHITE POWDERCOAT 1 PRODUCT NO. 735-15-541-01-01 - <8> CONSOLE TABLE -i·------,.. , ·--. ------------ ACCENT (1) CUSTOM TABLE CONTAINER WITH CALIFORNIA LIVING SUCCULENTS TBD -1 <8> HUDSON METRO 16' TABLE, ALL-WEATHER POWDERCOAT 'RAL 9007' ... CUSTOM CONFIGURATIOl'{Wif'ORTABLE CASTERS& OUTDOOR SHUFFLEBOARD TABLE SHUFFLEBOARDS PRODUCT NO. METRO-HUD INNER VINYL ACCENT, SIMILAR CUSTOM 'VIASAT' LOGO; OUTDOOR ALL-WEATHER 1 TO 'RAL 5015' FINISHES --,-----------,, . -·-.... ' <8> OUTDOOR FOOSBALL TABLE JANUS ET CIE FOOSBALL TABLE STAINLESS STEEL PRODUCT NO. 650-10-816-80-00 - .. ·- <E}> OUTDOOR PING-PONG TABLE JANUS ET CIE TABLE TENNIS CLASSIC l STANDARD PRODUCT NO. 650-20-816-54-00 - --·· ---·-··-··----·· <G> SEAT AT BATTERED BACK BANQUETTE CUSHIONS CUSTOM FABRICATOR SEAT CUSHION & BATTERED BACK BACK: SAXON CASCADE #4884-000oi CUSHIONS TO BE CUSTOM FABRICATED USING CUSHION SEAT: MARINE BLUE #6078-0000 FLOW-THROUGH FOAM FILL <0> UMBRELLA AND UMBRELLA POST 'A' TUUCI OCEAN MASTER MAX -SUNBRELLA NO. 4698-0000 DOUBLE-VENT CANOPY; AUTO-LIFT ASSIST; 10x14 SINGLE CANTILEVER 'TRESCO CLAY' MAX FLUSH MOUNT - <G> UMBRELLA AND UMBRELLA POST 'B' TUUCI BAY MASTER -SUNBRELLA NO. 4698-0000 DOUBLE-VENT CANOPY; AUTO-LOC MARINE LIFT; 8x12 SINGLE CANTILEVER 'TRESCO CLAY' MAX FLUSH MOUNT <G> UMBRELLA AND UMBRELLA POST 'C' TUUCI BAY MASTER-SUNBRELLA NO. 4698-0000 DOUBLE-VENT CANOPY; AUTO-LOC MARINE LIFT; 10X10 SINGLE CANTILEVER 'TRESCO CLAY' MAX FLUSH MOUNT FOOT NOTES 1. PROCESS FOR "CUSTOMERS OWN MATERIAL (SUNBRELLA MARINE-GRADE TEXTILE)" ORDERING FOR 'JANUS ET CIE'; A. OWNER OR GENERAL CONTRACTOR SHALL SEND THE FURNITURE PLAN TO 'JANUS ET CIE'. B. 'JANUS ET CIE' WILL PROVIDE THE QUANTITY OF 'SUNBRELLA' MATERIAL TO BE PROVIDED. C. THE OWNER OR GENERAL CONTRACTOR SHALL PURCHASE THE 'SUNBRELLA' MATERIAL AND HAVE IT SHIPPED DIRECTLY TO THE ADDRESS PROVIDED BY 'JANUS ET CIE' NOTE: DURING THE ABOVE PROCESS GROUNDLEVEL CAN PROVIDE SUPPORT TO ALL PARTIES INVOLVED. 2. PROCESS FOR "CUSTOM FABRICATED CUSHIONS" FOR 'LOLL' & BANQUETTE SEAT CUSHIONS; A. OWNER TO CONTACT A CUSTOM CUSHION FABRICATOR FOR MANUFACTURING OF CUSHIONS. RECOMMENDED FABRICATOR CONTACT INFORMATION HAS BEEN PROVIDED BELOW. 3. REFER TO SPEC SECTION 09 96 01 FOR SPECIFIC PAINT COMPONENTS FOR ALL ITEMS TO BE PAINTED. CONTACT INFORMATION FOR SPECIFIED PRODUCTS JANUS ET CIE LOLL -AVAILABLE VIA DESIGN WITHIN REACH SUNBRELLA 2 1 .,. _,,,. 1 1 1 1 CINDY ANDERA, 714.458.9771, CANDERA@JANUSETCIE.COM KIMBERLY BERNARD, 310.499.3345, KBERNARD@DWRCOM KIM DETOMO, 336.586.1205, MARINE@SUNBRELLA.COM KETTAL HUDSON SHUFFLEBOARD TABLES CUSHION FABRICATOR THOMAS DOWNES, 786.552.9002, THOMAS.DOWNES@KETTAL.ES HEADQUARTERS, 714.988.0001, SALES@HUDSONSHUFFLEBOARDS.COM TYLER USELMAN, 858.692-3323, TUSELMAN@HOTMAIL.COM TUUCI -AVAILABLE VIA QUANTUM RESOURCES CALIFORNIA LIVING SHARON PRESCOTT, 310.546.1388, SHARON-PRESCOTT@EARTHLINK.NET JIMMY CROWDER, 562.706.1801, JCROWDER@CALIFORNIALIVINGNURSERY.COM DIGA RT APPROVED roR /RR/GA TION AND 12/22/16 I st LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL SHEET# CITY OF CARLSBAD Si WF S PLAN /ING ONLY, INCLUDING 03/08/17 2nd LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL 34 34 PLANNING D1\/ISIO\J PRECISF LOCATION Of-03/27 /17 3rd LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL DIAL TOLL fREE '" 03/29 /I 7 FIELD BULLETIN #3 811 J UNDERGROUND PLAN TING AREA. LANDSCAPE IMPROVEMENT PLilNS !'OR: SERVICE ALERT 04/14/17 SIGNED APPROVED PLANS VIASAT I GROVE OF SOUTHERN AfLEASf TWO CALIFORNIA "AS BUILT" DAYS BEFORE YOU DIG -SHT. ID SHEET NAME ~l\OSCApc LF-2.01 SITE FURNISHINGS SCHEDULE ,$ #<, LEN,i,'f/:ftl I AP:OROVEO: ~ ~-t1~4 ~'<i 4.<71 ,j,~ RCE EXP. IJATE c;-,"'t-p (.J./ 0 (T\ -, " - ...J V' 7. -I PLANNII\G .. r,.. ~~ ... R[Vl[WLD BY: :J):'-Q.N:14/17 / DWN BY: JMH PROJfCT NO. DRAWI\JG NO. r~i ---/_,'{", _xpi'utior' DATE INITIAL UATE INI IIAL DAE INITIA_ :1;,,~ ~. ,w1··~ Uute: REVISION J=:SCRIPTION CHKD BY:~ SUP 13-03 480-2N or CALI~ 03-31-18 II\ SPECTOR DATE DESIGNER OF WORG OTHER AP.0 ROVAL CIT': APPROVAL RVWll clY: I