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HomeMy WebLinkAboutDWG 365-1L; CT 97-06; Carlsbad Seapointe Resort Phase 2; 01-21Ill ':l u: PACIFIC OCEAN NTS VICINITY MAP NTS ALGA ROAD VICINITY & KEY MAPS ' "" L ANGLE . " \_ C[NT[RLN: ♦ DIAMETER OR ROlJ'(l • POUNO Of! H.MBEII ADJ, •DJ,.CENT A(i(;FI. ..,_GGMG.U[ AL. ALUhlN.N AF"PflOX • .6.Pf'FIOXI0I.U! Jt~H. ARC1-11TEC1'UU,L A...C. ASPHALT 6.0,C, tlACI( ~ CUR8 8.0.W. II0TTOM Qf U.LL BLDG. BUILDING lllK. BLOCK C.E. CIVIL ENGN':[f! C.LJ'. CAST IN PLACE CLlG. c•U..KINC CMU, CONCRETE MA<.;.CH'O l.NIT G•. G.I.UGE P.O.T. POINT OF TAM'.;ENO GALV. (;•LVAl<IZED GNO. c.ROVN!l GR. GR,.0E HT. H[ICHT CON(. CDl«:l'ICTE CQNSTR. CCHSTROCTION CONT. COtfT'NJOUS CTR. tENTER R. FttSER RAO. R.o!.OIU".: REtlF. R£N'MCED REO. REOUIREll LAND. ARCH. L,I.NC/SCAPE ARCH:TECT LT. LIGHT OE'.C. D€SCRf'TION DU. OE:TAll. CU. Dlilt.ETER R.o.w. RIGHT OF" w.u MAX. MOlollJM MET. METAL I.Flt,. MANUl'ACTUMR -..... 1,no. Mllll-TEO IIITL. MATEftlAL OM, OIMtNSION tK DOWN E,J. OPA~N XNNT rr. ELHATOO [LE('. [l[CTRCAL nP. nPAN<;ION SC:1€0. SCHE0I.U 'SHT. SH[El SPEC. S~CFIC.o!.Tl)N S.S.. 'ST.o!.INLES'S 'ST[[l. STD. ST .I.HOARD 'STIil. STRUCTL.IUL N.I.C. NOT IN CONTRACT EXT. OT£RtoR T. TIIEACI N.T.S. NOT TO SC-'LE O.C. ON CENTER 0.0, OUT$0£ DIAUETER IOIM.l U;. FINISH GRADE r .$. FINISH SURr ltC( f.0.Yr, FACE 1$ ULL T.C. MP OF" CURB T.O.•. ToP OF WALi. TY~. TYPICAL F .O.C. fJiCE Of CURB V[IIT. VEFITl(:.I,~ PRC':.T' PRE-c.i.s.r P,IP. POURED N Pl.ACE It/ WITIS lt/0 •ITHOUT ABBREVIATIONS I. THE CONTRACTOR SHALL LAYOUT AND FIELD VERIFY ALL DIMENSIONS OF DRIVEWAY, PLANTERS, WALKS, SLOPES, AND RELATED WORK PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNERS AUTHORIZED REP. 2. VERIFY LOCATIONS OF ALL SITE IMPROVEMENTS INSTALLED UNDER OTHER SECTIONS. IF ANY PART OF THIS PLAN CANNOT BE FOLLOWED DUE TO SITE CONDITIONS, CONT ACT THE OWNERS AUTHORIZED REP. FOR INSTRUCTION PRIOR TO BEGINNING WORK. 3. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE. 4. THIS DRAWING INCLUDES THE LOCATION OF LIGHTING FIXTURES AND AREA DRAINS FOR REFERENCE. REFER TO RELATED CIVIL ENGINEERING DRAWINGS FOR CONSTRUCTION DETAILS AND UTILITY CONNECTIONS. FOR SIGNAGE INFORMATION, REFER TO SIGNAGE CONSULTANT'S DRAWINGS. 5. REFER TO ELECTRICAL ENGINEER'S DRAWINGS FOR LIGHT FIXTURE SCHEDULE AND CIRCUl:RY. 13 14 6. REFER TO SOIL ENGINEER'S GEOTECHNICAL REPORT FOR SUB-BASE MATERIALS AND COMPACTION. 7. FOR HANDICAPPED STANDARDS. VERIFY WITH "STATE OF CALIFORNIA STANDARDS FOR HANDICAPPED PERSONS' AND THE 'CALIF. ACCESSIBILITY STANDARDS". B. WHERE D,MENSIONS ARE CALLED AS 'EQUAL', ALL REFERENCED ITEMS SHALL BE SPACED EQUALLY, MEASURED TO THEIR CENTERLINES. 9. ALL MEASUREMENTS ARE TO FACE OF BUILDING, WALL. CURB OR OTHER FIXED SITE IMPROVEMENT, UNLESS OTHERWISE NOTED. DIMENSIONS TO CENTERLINES AS INDICATED. 10. INSTALL ALL INTERSECTNG ELEMENTS AT 90 DEGREES TO EACH OTHER UNLESS OTHERWISE NOTED. II. PROVIDE EXPANSION JOINTS WIT~ DOWELS, BACKER ROD. AND SEALANT WHERE CONCRETE FLATWORK MEETS VERTICAL STRUCTURES SUCH AS WAI LS, STEPS, BUILDINGS. COLUMNS AND CURBS. 12. EXPANSION JOINTS IN FLATWORrl SHALL BE LOCATED EVtRY ~00 S.F. UNLESS OTHERWISE SHOWN OR NOTED. 13. ALL CONCRETE COLOR IS TO BE BY L.M. SCOFIELD. 14. REFER TO THE CIVIL ENG. PLANS "OR ALL PARKING LOT STRIPING. 15. ALL DRAINS / BASINS SHOULD HAVE ATRl~M TYPE GRATES WITHIN SHRUBS/GROUNOCOVER AREAS A~D >LAT ,YPC: GRATES If! TURF AREAS. LAYOUT AND MATERIALS NOTES 15 I. L.M. SCOFIELD. LDS ANGELES, CA. '-B00-800-9900. 4. PERMALOC CORPORATION. HOLLAND, Ml. (616) 39'3-9600 2. KRC ROCK. SAN MARCOS. C:A. 1-800-427 -0572. CONTACT: COLLEEN 5. OtJICK CRETE PRODUCTS CORP. NORCO, CA (')09l 737-E,24C , FAX (909) 737-7032 3. ORCO BLOCK CO. CONT ACT JEFF COOP~R. G. MIRAFI, NORCROSS, GEORGIA. (800\ 234-0484 STANTCN. CA. <714l 527-2239. 7. DEEP ROOT. BURLINGAME, CA. l8001 458-7668 MANUFACTURERS LIST 16 Ptoni.ciq Dote/Time: Sun Jun 28 16:44:56 1998 I. REFER TO CIVIL ENGINEER'S UTILITY AND PRECISE GRADING PLANS FOR UTILITY LOCATIONS, TREE SUBDRAINAGE STUBOUTS. IF REQUIRED, AND FINAL GRADING. IF ACTUAL SITE CONDITIONS VARY FROM WHAT IS SHOWN ON THE LANDSCAPE ARCHITECT'S PLANS. THE CONTRACTOR SHALL CONTACT THE OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT FOR DIRECTION AS TO HOW TO PROCEED. 2. VERIFY LOCATIONS OF ALL PERTINENT SITE IMPROVEMENTS INSTALLED UNDER OTHER SECTIONS. IF ANY PART OF THIS PLAN CANNOT BE FOLLOWED DUE TO SITE CONDITIONS, CONT ACT THE LANDSCAPE ARCHITECT FOR INSTRUCTION PRIOR TO COMMENCING WORK. 3. EXACT LOCATIONS OF PLANT MATERIALS SHALL BE REVIEWED BY THE LANDSCAPE ARCHITECT IN THE FIELD PRIOR TO INSTALLATION. LANDSCAPE ARCHITECT RESERVES THE RIGHT TO ADJUST PLANTS TO EXACT LOCATION IN FIELD. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL PLANT COUNTS AND SQUARE FOOTAGES. QUANTITIES ON PLANS TAKE PRECEDENCE OVER WRITTEN QUANTITIES. 5. PROVIDE MATCHING FORMS ,\ND SIZES FOR ALL PLANT MATERIALS WITHIN EACH SPECIES AND SIZE DESIGNATED ON THE DRAWINGS. 6. PRUNE NEWLY PLANTED TREES ONLY AS DIRECTED BY L.ANDSCAPE ARCHITECT. 7. ALIGN AND EOUALL Y SPACE, IN ALL DIRECTIONS, ALL SHRUBS SO DESIGNATED PER THESE NOTES AND DRAWINGS. 8. ALL TREES IN ROWS TO BE ALIGNED. 9. TREES SHALL BEAR SAME RELATION TO FINISH GRADE AS AT PLACE OF GROWTH. 10. FINISH GRADES OF ALL TURF AREAS SHALL BE ll"l BELOW ADJACENT CURB OR PAVEMENT. FINISH GRADES OF ALL SHRUB AREAS SHALL BE 11-1/2'1 BELOW ADJACENT CURB,PAVEMENT,OR HEADER. II. CONTRACTOR SHOULD SUBMIT FOR APPROVAL PHOTOS OF ALL BOXED TREES. PHOTOS SHOULD INCLUDE A PERSON FOR SCALE PURPOSES. ALL BOX TREES SHALL BE OF DUALITY AS DETERMINED BY THE LANDSCAPE ARCHITECT. MATERIAL FOUND UNSUITABLE FOR THE DESIGN OR SPECIFICATION INTENT WILL BE REJECTED. 12. PROVIDE ALUMINUM EDGING !HORI AS DIVIDER BETWEEN ALL TURF AND SHRUB OR GROUNDCOVER AREAS IN ADDITION TO AREAS INDICATED ON THE DRAWINGS. 13. PROVIDE A 13') LAYER OF MULCH AT PROPOSED TREE AND SHRUB PLANTING AREAS. 14. INSTALL JUTE MESH ON ALL SLOPES 13:ll OR GREATER. INSTALL PER MANUFACTURERS RECOMENDATION 15. CONTRACTOR SHALL CONDUCT AGRICULTURAL SUIT ABILITY AND FERTILITY SOILS TES TING PER SOIL PREPARATION SPECIFICATION. ANALYSIS SHALL INCLUDE RECOMMENDATIONS FOR SOIL PREPARATION AND BACKFILL MIX AS WELL AS RECOMMENDATIONS FOR POST MAINTENANCE FERTILIZATION. SUBMIT SOILS ANALYSIS AND SAMPLES OF AMENDMENTS TO LANDSCAPE ARCHITECT AND CITY FOR REVIEW AND APPROVAL PRIOR TO SOIL PREPARATION. 16. QUANTITIES LISTED ON PLANT LEGEND ARE PER SHEET. CONTRACTOR MUST VERIFY OTY'S GIVEN ON THE PLANS W/ ACTUAL QTY'S SHOWN PRIOR TO BID. 17. PROVIDE ROOTBARRIER IN ADDITION TO THOSE INDICATED ON THE PLANS FOR ALL TREES WITHIN 5' OF ANY HARDSCAPE. 18. PLANT ALL TREES A MIN. OF 2' FROM ANY ROOF DRAIN LINES . THE LANDSCAPE CONTRACTOR MUST VERIFY THE LOCATION OF ALL DRAIN LINES PRIOR TO COMMENCING WORK. 19. PROVIDE A 4" PVC STANDPIPE AT ALL TREES PLANTED ON SLOPES LESS THAN 3:1 OR ON LEVEL GROUND. 20. TREES ARE AVAILABLE THROUGH PAUL BRUNNING & ASSOC .. (714) 960-3115 / FAX 17141960-4408. 21. PROVIDE SUBTERRANEAN IRRIGATION AND DRAINAGE AS WELL AS INTERIOR SEALANT FOR ALL POTS/ PRECAST PLANTERS. 22. ALL TREES SHALL BE LOCATED A MINIMUM OF 3' AWAY FROM THE STREET R.0.W. PLANTING NOTES I. REFER TO CIVIL ENGINEER'S PRECISE GRADING PLANS FOR SITE GRADING, DRAINAGE, AND UTILITY LOCATIONS. IF ACTUAL SITE CONDITIONS VARY FROM WHAT IS SHOWN ON THE LANDSCAPE ARCHITECT'S PLANS, THE CONTRACTOR SHALL CONTACT THE OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT FOR DIRECTION AS TO HOW TO PROCEED. 2. REFER TO CIVIL ENGINEER'S DRAWINGS FOR SUBDRAINAGE POINT OF CONNECTION TO STORM DRAIN. 3. THE CONTRACTOR SHALL REQUEST OBSERVATION AS REQUIRED 48 HOURS IN ADVANCE OF PERFORMING WORK. ~-THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT IUSA 800/422-51331 48 HOURS PRIOR TO ANY EXCAVATION. 5. ALL GRADING OPERATIONS SHALL CONFORM TO CHAPTER 20 OF THE UNIFORM BUILDING CODE. 5. FIELD VERIFY EXISTING UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES ENCOUNTERED DURING CONSTRUCTION. 7. NO CHANGE IN CONTRACT PRICE WILL BE ALLOWED FOR ACTUAL OR CLAIMED DISCREPANCY BETWEEN EXISTING GRADE AND THOSE SHOWN ON PLANS AFTER CONTRACTOR HAS ACCEPTED EXISTING GRADES AND MOVED ONTO THE SITE. 8. ALL PROPOSED GRADES ARE TO MEET AND BLEND IN WITH lXISTING GRADING AT PROJECT LIMIT AND EXISTING SIDEWALK. PREC!SE ELEVATIONS INDICATED ON PLANS TO BE VERIFIED IN FIELD To AS-8Ulc T CONDITION. 3. THE DEBRIS CREA TEO BY LANDSCAPE GRADING OPERATIONS SHALL BECOME THE PROPFRTY Of' THE CONTRACTOR AND SHALL BE LEGALLY DISPOSED OF OFF-SITE. 10. FINAL LANDSCArE GRADING SHALL BE REVIEWED BY THE LANDSCAPF ARCHITECT IN THC: FIELD PRIOR TO INSTALLATION OF PLANTNG. LANDSCAPE GRADING & DRAINAGE 11 12 I. BASE INFORMATION INCLUDING THE LOCATION OF PROPERTY LINES, EASEMENTS, BUILDINGS, ROADS AND CURBS HAVE BEEN TAKEN FROM THE CIVIL ENGINEER'S DRAWINGS. REFER TO CIVIL ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION. 2. REFER TO THE CIVIL ENGINEER'S DRAWINGS FOR UTILITY INFORMATION INCLUDING STORM DRAIN, SEWER. WATER. ELECTRICAL, GAS, TELEPHONE AND CABLE TV. 3. REFER TO CITY AND/OR COUNTY STANDARD PLANS AND SPECIFICATIONS WHERE APPLICABLE. 4. VERIFY SITE INFORMATION, INCLUDING PROPERTY LINES, TOP AND BOTTOMS OF SLOPES, ROADWAY CURB AND GUTTERS, UTILITIES AND OTHER INFORMATION AFFECTING THE SCOPE OF WORK INCLUDED ON THESE DRAWINGS. IF ACTUAL SITE CONDITIONS VARY FROM WHAT IS SHOWN ON THE LANDSCAPE ARCHITECT'S PLANS, THE CONTRACTOR SHALL CONTACT THE OWNER'S REPRESENTATIVE AND THE LANDSCAPE ARCHITECT FOR DIRECTION ON HOW TO PROCEED. 5. EXCAVATION IN THE VICINITY OF UTILITIES AND EXISTING MATERIALS SHALL BE UNDERTAKEN WITH CARE. THE CONTRACTOR BEARS FULL RESPONSIBILITY FOR THIS WORK. ANY DAMAGE CAUSED BY ANY PERSON, VEHICLE. EQUIPMENT, OR TOOL RELATED TO THE EXECUTION OF THE CONTRACT SHALL BE REPAIRED IMMEDIATELY AT NO EXPENSE TO THE OWNER. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH ALL CONSTRUCTION OPERATIONS. ALL PIPING, CONDUIT, SLEEVES. ETC .. SHALL BE SET IN PLACE PRIOR TO INSTALLATION OF CONSTRUCTION ITEMS. 7. CONTRACTOR SHALL BE RESPONSIBLE TO CONSULT WITH SITE SUPERINTENDANT, APPROPRIATE AGENCIES AND PLANS, FOR THE LOCATIONS OF ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSABILITY FOR ANY COST INCURRED DUE TO DAMAGE OF SAID UTILITIES. 8. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS, AREA DISCREPANCIES AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. THE CONTRACTOR SHALL ASSUME FULL RESPONSABILITY FOR ALL NECESSARY REVISIONS DUE TO F Al LURE TO GIVE SUCH NOTIFICATIONS. 9. REFER TO CITY AND/OR COUNTY STANDARD PLANS AND SPECIFICATIONS WHERE APPLICABLE 10. CONTRACTOR IS RESPONSIBLE FOR REPLACEMENT OF ANY EXISTING MATERIALS THAT ARE DAMAGED DURING CONSTRUCTION. 11. PRIOR TO INSTALLATION OF ANY CONSTRUCTION ITEM, FORMS WITH STEEL IN PLACE AND COMPACTED SUBGRADE COMPLETE.SHALL BE OBSERVED AND REVIEWED BY THE LANDSCAPE ARCHITECT. 12. ALL WALLS AND WALKS SHOULD HAVE SMOOTH, CONTINUOUS CURVES AS INDICATED ON PLANS. 13. ALL PROPERTY LINES AND LOT AND TOP OF SLOPE LINES SHALL BE VERIFIED PRIOR TO COMMENCING WORK. 14. ALL ELECTRICAL JUNCTION BOXES FOR LIGHTS SHALL BE IN PLANTING AREAS AND LOCATION REVIEWED BY THE LANDSCAPE ARCHITECT. STAKE LOCATION PRIOR TO INSTALLATION. 15. SEE CIVIL ENGINEER'S DRAWINGS FOR CURBS AND A/C PAVING. 16. PROVIDE APPROVED EXPANSION JOINT AS SHOWN ON PLANS AND DETAILS. SUBMIT PLAN INDICATING EXPANSION JOINT LOCATIONS AND DETAIL FOR APPROVAL. 17. REFER TO GRADING PLANS AND CIVIL ENGINEER'S DRAWINGS FOR GRADING AND DRAINAGE STRUCTURES PRIOR TO INSTALLATION OF WALKS, FOOTINGS, AND OTHER STRUCTURES. GENERAL NOTES T.O.S. F S OP -----TOP O L E ~.o.s._ -TOE OF SLOPE NOTE1 UTILITIES SHOWN ARE FOR REFERENCE ONLY. SEE CIVIL -• • -• PARCEL LINE • -;:, DOWN SLOPE DWGS. FOR DETAILS AND EXACT LOCATIONS. FINAL LOCATIONS TO BE REVIEWED BY DIRECTION OF RAMP LANDSCAPE ARCHITECT. [II] CATCH BASIN (PER Cl_'il.kl -----ALUMINUM EDGING ( 04 \ \L2,V SYMBOLS I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK 08 FOR THIS PROJECT, THAT !HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESICN IS CONSISTENT WITH CURRENT STANDARDS. IUNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD IS CONFINED TO REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONSIBILITIES FOR THE PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN. WATER CONSERVATION ~~· hi P ~TE CT ION PLAN. ANO ALL CONDITIONS OF APPORVAL RELATED T LANOSC.) NG. ,. --/ BY: ---7 _,v _______________ _ DATE, rf I ' 7i i,, PREPARER LPA • An:hitmurt' • Planning • Intt'riar ~ • La~ Ar-chituturt • • • • 17848 Sky Park Ci«U' IfTJin,1 CA 92714 • FAX 714.753.1618 ■ 714.753.1001 09 I/LO.I LANDSCAPE NOTES AND SCHEDULES 2/LI.I LAYOUT AND MATERIALS PLAN 3/Ll.2 ENLARGEMENT PLAN 4/Ll.3 GRADING PLAN 5/Ll.4 GRADING PLAN 6/Ll.5 SUB SURF ACE DRAINAGE PLAN 7/L2.I ELEVATION 8/L2.2 CONSTRUCTION DETAILS 9/L2.3 CONSTRUCTION DETAILS 10/L2.4 CONSTRUCTION DETAILS II/L3,I RECLAIMED WATER 12/U.2 IRRIGATION PLAN 13/U.3 IRRIGATION LEGEND 14/L3.4 IRRIGATION DETAILS I5/L3,5 IRRIGATION SPECS I6/L3.6 IRRIGATION SPECS 17/L4.I PLANTING PLAN 18/L4.2 PLANTING DETAILS I9/L4.3 PLANTING DETAILS 20/L4.4 PLANTING SPECS 21/L4.5 PLANTING SPECS SHEET INDEX HARDSCAPE NOTES & SCHEDULE i -m-PLMI CIIECI< CORRECTlm6 ! ----1-----1--- --t-·- 04 05 KEY NOTE @] @] El ~ @] ~ ~ 81] DESCRIPTION CONCRETE PAVING CONCRETE PAVING CONCRETE PAVING CONCRETE PAVING CONCRETE PAVING CONCRE MOW CURB SAWCUT JOINT COLD JOINT CONCRETE STAIRS CONCRETE TUBE PLANTER SPA COPING SUBSURFACE DRAINAGE DRAINAGE l!l GARAGE/ GRADE PLANTER DRAIN ON DECK C.M.U. RETAINING WALL PLANTER ON STRUCTURE CONCRETE SEAT WALL FREE STANDING C.M.U. WALL SPLASH BLOCK HANDRAIL fl STEPS WALL RAIL DETA1 1_ GUARDRAIL l!l WALL T.S. FENCE POOL GATE -NOT USED- FOOT SHOWER PA TIO SCREEN ENCLOSURE PARKING GARAGE VENT EXISTING SIDEWALK SIDEWALK EXISTING CHAINLINK GATE EXISTING CHAINLINK FENCE ALUMNINUM HEADER POT/ PLANTER -NOT USED- SAWCUT EXP. JOINT TOOLED EXP. JOINT E.J. e VERT. SURF. TOOLED JOINT POOL COPING FOOTING DRAINAGE PATIO WALL DET REF 01/ L2.2 01/ L2.2 01/ L2.2 01 / L2.2 01 / L2.2 16 / L2.2 02 I L2.2 07 I L2.2 12 / L2.3 II/ L2.3 12 / L2.2 14 / L2.2 17 / L2.2 18 / L2.2 08 I L2.4 01 / L2.4 02 I L2.~ 05 I L2.4 12 / L2.3 10 / L2.3 07 I LZ.3 01 / L2.2 01/ L2.3 02 I L2.3 17 / LZ.4 PER ARCH. PER CIVIL PER CIVIL 04 / L2.2 PER ARCH. 05 I L2.2 10 / L2.2 07 I L2.3 13 / L2.2 12 / L2.2 II/ L2.2 PER ARCH. FINISH / COLOR LT. SNDBLST/ MATCH EXISTING INTEGRAL COLOR TYPE I LIGHT SANDBLAST/ INTEGRAL COLOR TYPE 11 BROOM FINISH / NATURAL GREY BROOM FINISH / DUST ON B8GE CREAM BROOM FINISH / DUST ON BLUSH BEIGE TROWELED/ NATURAL GRAY MATCH EXISTING CUSTOM OUICKCRETE MATCH EXISTING MATCH EXISTING MATCH EXISTING C.M.U. BLOCK MATCH EXISTING C.M.U. BLOCK LIGHT SANDBLAST/ NATURAL GREY MATCH EXISTING C.M.U. BLOCK MATCH EXISTING MATCH EXISTING MATCH EXISTING MATCH EXISTING-SIM TO FENCE MATCH EXISTING MATCH EXISTING MATCH EXISTING-INST ALL PER MANUFACTURER DIRECTIONS MATCH EXISTING MATCH EXISTING MATCH EXISTING MATCH EXISTING MATCH EXISTING C.M.U. KEY NOTES 02 "AS BUILT" ,\PPROVED FOR PI.ANTING AN') lRRlGATION ONLY. 11\CJ.UD;NG PRECISF: ---- DATE LDC ATION OV I' LAN 'J' LNG AREAS RCE __ _ I ~~SF ECTOR CITY OF CARLSBAD SI I[[ TS --+---1----1----ll 1-------·--· ---TITLE SIIEET FOR CARLSBAD SEAPOINT Frre No: i: \cadd\95018\50181scn.dgn RESORT PH. II SLOPES 365-IL I u, ' 0 "' I 0 0 0 x-----< ! 0 5 4 / / t 9 I / £,)(/STINC 845XETBALL COUtil X ------X ------y ----X---- X X 39 4'-0' DEMOLITION NOTES FR4; --ALIGN WALK W/ CENTER OF OPENING ~ SCREEN u) ' N • La11dscape Archir«turt • • • I DEMOLISH EXISTING CONCRETE SIDEWALK .'.ri. 2 EXISTING CONCRETE SIDEWALK TO REMAIN 3 l JOIN EXISTING SIDEWALK FLUSH 4 l EASE GRADE TO JOIN EXISTING FINISH GRADE. MAXIMUM SLOPE 20 TO I OR 41/. GRADE. CONTRACTOR TO VERIFY. 0 ADJUST EXISTING IRRIGATION SYSTEM TO PROVIDE 1001/. COVERAGE TO THE REVISED SIDEWALK & GRADES. /c\ PROTECT EXISTING DRAIN GRATES, DOLPHINS, FENCE AND '-.::..,J MASONRY WALLS IN PLACE. '7\ BRING TO THE ATTENTION OF THE OWNER'S AUTHORIZED v REPRESENTATIVE ANY DISCREPANCY IN THE FIELD PRIOR TO DEMOLITION 0 PROVIDE POSITIVE DRAINAGE FOR THE TRANSITION AREA BETWEEN PAHSE I & PHASE II. UTILIZE EXISTING AREA DRAINS WHERE POSSIBLE. 0 JOIN EXISTING FENCE FLUSH & AT THE SAME ELEVATION. DEMOLITION NOTES 1/a' = l'-0' N ' 0 N A~'PPUVl:_U LAY'OUT & MA'fRRIALS PLAN • 17848 Sky P.ult Cirrk lr!IUU', CA 92714 El,JC I NU. R: NC :iLANC!ECKER l)A 11-• FAX 714.753.16Ul • 714.753.1001 t.< ' , 01 KEY NOTE @] @] [BJ DESCRIPTION CONCRETE PAVING CONCRETE PAVING CONCRETE PAVING CONCRETE PAVING CONCRETE PAVING CONCRE MOW CURB SAWCUT JOINT COLD JOINT CONCRETE STAIRS CONCRETE TUBE PLANTER SPA COPING SUBSURFACE DRA~AGE DRAINAGE O GARAGE/ GRADE PLANTER DRAIN ON DECK C.M.U. RETAINING WALL PLANTER ON STRUCTURE CONCRETE SEAT WALL FREE STANDING C.M.U. WALL SPLASH BLOCK HANDRAIL 0 STEPS WALL RAIL DETAIL GUARDRAIL I) WALL T.S. FENCE POOL GATE -NOT USED- FOOT SHOWER PA TIO SCREEN ENCLOSURE PARKING GARAGE VENT EXISTING SIDEWALK SIDEWALK EXISTING CHAINLINK GATE EXISTING CHAINLINK FENCE ALUMNINUM HEADER POT/ PLANTER -NOT USED- SAWCUT EXP. JOINT TOOLED EXP. JOINT E.J. o VERT. SURF. TOOLED JOINT POOL COPING FOOTING DRAINAGE PATIO WALL DET REF 01 / L2.2 01 / L2.2 01 I L2.2 01 / L2.2 01 / L2.2 16 / L2.2 02 I L2.2 07 I L2.2 12 / L2.3 II/ L2.3 12 / LZ.2 14 / LZ.2 17 / LZ.2 18 / LZ.2 08 / LZ.4 01/ L2.4 02 I LZ.4 05 I L2.4 12 / L2.3 10 / L2.3 07 I L2.3 01 I L2.2 01 I L2.3 02 I LZ.3 17 / L2.4 PER ARCH. PER CIVIL PER CIVIL 04 I LZ.2 PER ARCH. 05 I L2.2 10 / L2.2 07 I L2.3 13 I L2.2 12 / L2.2 II/ L2.2 PER ARCH. FINISH / COLOR LT. SNDBLST / MATCH EXISTING INTEGRAL COLOR TYPE I LIGHT SANDBLAST/ INTEGRAL COLOR TYPE II BROOM FINISH / NATURAL GREY BROOM FINISH / DUST ON BEIGE CREAM BROOM FINISH / DUST ON BLUSH BEIGE TROWELED/ NATURAL GRAY MATCH EXISTING CUSTOM OUICKCRETE MATCH EXISTING MATCH EXISTING MATCH EXISTING C.M,U. BLOCK MATCH EXISTING C.M.U. BLOCK LIGHT SANDBLAST/ NATURAL GREY MATCH EXISTING C.M.U. BLOCK MATCH EXISTING MATCH EXISTING MATCH EXISTING MATCH EXISTING-SIM TO FENCE MATCH EXISTING MATCH EXISTING MATCH EXISTING-INSTALL PER MANUFACTURER DIRECTIONS MATCH EXISTING MATCH EXISTING MATCH EXISTING MATCH EXISTING MATCH EXISTING C.M.U. KEY NOTES 02 APPROVED FOR PLANTING A'ID IRRIGATTON ONLY, TNCLUDING PRECISE I.OCATJO\f OF' :'LANTJNG AREAS. SHEET JI AS lJLJ IL I II HCf f X P . R[V!EWED BY: INSPECTOR DATE DATE ' TRANSITION AREA . 14'-0' / ' -·-1---+---+-----------------+---+---+----1----j 2/L 1.1 .c_.r_T_Y~O~F~=c_A_R~L~s_B_A_D__j L"2E_\_TJ _ PLANNING DEPARTMENT , 31'-0' / 37'-6' 52' -11' 70' -7' _j _j t~ D S ':_~~ <$' ., '(EE ,>v-? I (/'' , Vo ', '5J ffi ·'~'"'·1f--k;9c;J\ · 1 . ,;\% I "' ( ..., , r 7 •,, -qi_) .-I C c ,!"I. / V -m C: 0C Q 1 ~ V 1 /c "~ "'" I "'\RENEW L ; 4.30.00 1 0 ~e~ 4) w ~ Y, nl-r t ) I...., TITLE SHEET FOR CARLSBAD SEAPOINT RESORT PH. II .LANDSCAPE PLi1..:'-rS 8, SLOPES . ! I ---- .7-Z.? -zl" l JATE . -----,-----~-ffi~3°8 v, 1 :i {yTEe,/U,,jt, // 9~3J ~ 1-----------------------------------------------------------------------....:"-=-,------.------1 '~~"-.... ________ ,_,/ J---···+--+---------+------+---'-------•·--------1nwN RY: JH/JP F'PDJECT '~O [ .. a:,i;oa;uxi ~ Ct1T __ [~_I_N_l_l4_, c, __ Cc_A--T.=_E_,.--1 __ [, __ IT--I __ AL-'C'-'AT,~: .. __ l'-J! I /,' Clll<.O BY: _ _Alf_ ~~~~ ~ CONSTRUCTION PLAN 1/,s'=l'-O' 06 "'"occ;U rn•ClkEP OF I/OR REVISION DESCRIPTION ilTHFP 4PPRnv,, ClTY AP·'HOVAI RV/ID 3y,-~v ____ c_T_9 __ 7_-_o_6 ___ -_-_·--·-·--e---~3~6-·--~---'-L~- unuu w •-----------------------•-------------------------------------------------------------------------------------------------------------------------------------•"81!'-' -~nJUU ffi 8888 L.. <s·· "" :,;:,;:,;:,; ii! P!oltlf'J Dote/Time, Wed May 2118:03:56 1997 File N°' i:\cadd\95018\50181scp.dgn ·33) ' : .J P.A. : '---,- ~--c-,--+--+--_, ' I I : ! . 19 TYP. LI IT O• WORI ' I - ' - -- ~ • I <J'l I o, ..: I I I , 12 II olo · ' -"--c:: >-... '-' 1--10 ----------'I< 9 19 TYP. 8 10 TYP. 7 08t--------:-'--+-,'+------+~_--c_:::;· T""='.·,-,~ .:.. I . /: t I ' --I ~,-+---+h--, -+--f---'-f---'-'l~-+'+---"-f-+-+.1--+--+---+-------103 TYP. ' P.A. ' 6 ,,------i---t---t----i---5 --· ----4 3 I --'- I -·--:-1/p],, P.. \l/~ / ';t': /' : I I I ~ C, _-y P.A. l . ' I ---, --.:e--+---f A. : : ~i\ e /0: ,~ Q t9 / -,! F.O.B. , 1 -:;, _ _ V O _ ----------· ••• ,. -------• T--,7"-" "" I I II --:::rt::--p A '"'-·-p A • ,i I_,.,/ --+---\:: ~,__,I : I 1/ ~ . . -• • ,' : ; - P A. I I 0 \' -;:::::I:::::r-, ' I [ill TYP. COLUMN FROM 1';1 "~ ' I I i --~-,_-, 11 _1 \~~'=''~'~r'T-·~T~7r-~=~=~r-1 2 GARGE BELOW TYP. SEE CIVIL ENG. PLANS 06 TYP. I I ~ I L.-----J-----;-1' \' 0-. w ,---,.=c.r p .A. ' : : 1; Ip]\ I -~ k;J t--P-.A-+.' ~-~=tt-----+-f----+---1 I i Q p .A. f::;:::C::{" / , --+---t--+---+---------l 4Z TYP. --~--'--+--~--+--~,-+-j~-----++--~--+---~-~-~-~A,0 ffi S R OTYP.@) 0 j N M L [I:DT:P. J I H G F E D C B HORIZONTAL CONTROL GRID LL 0 f- ::, P1omnq Dore/Ti,,.,, Wed May 21 17:32:58 1997 J i4NE BAMBOO FOREST PEDESTRIAN NODE TYP. (FORMERLY PONTO DRIVE) 0 .' 0 N SPA PATIO ENLARGEMENT Ya' = 1·-0· 09 , ALIGN WI ' PATIO WAll '"' ' ffi SCALE: 1/s'0 I'-0' Ya" = l'-0" 12 7'-3' ,___ 37'-91/s' 24' -0' I0·-o· ----7 /4\ \L2.4) 1--0· 4'-0' ' ,_,.,----------,42 Vi~ _ ~----i23 ':c' __,..:-, < 'P.A V I I I I I I I I I I I 'I • • · , COND. C E-'-_-,,al--tt-,.._---+-----1-f--+-, 15 OM IT GUARD RAIL ~ ;, -· I I 19 t----tt-----r---.....____ . TYP. , I ---;, ==1 AIR SHAFT -----.. SEE ARCH. "-... ~ P.A. PLANS --..._,--. ' I I I I I I I I I I p ---+-+--~,,-+--~ I I I I I 'i--+~ I .. I .. P.A. : __ ~. ,:·. ·. i03l • -" I • ' l>----1',1 0 . -P.A. 0 ' ..- ,-,-----'-j" --lt-'---,----;t--t--------'I< o·--.· . I I '? •. ~ ·O V --,f-----,-----,-J-t--r--i-------,-'-'I,. ~--~. :-.--·-11----+---++--+----I~ 9 •-... 03 0 1. · K. ··· • 1---,-1 • r J/Uf\ ) • •, -.1·0 • • ·o· • I • , f I I ·<1,·4=1• s;l=,l=ap,----"'-,-,t---t---+---tt-+--109 • , . , ,1_ ._' 0 ,. , --~o-TYP. 1 1 • ,-, L:.:J\L2.3) -'--'l.-~.J.:..'-1---..J..--'--'--4~""--_-, _+--.,+---;,, ·1'",- b ' <r 'E--:--+---tt--+-----1~ COND. A --~---+f--+--J 01 "' ' "' -~,, -----· -= = ~ ~□·-•--· :::::: ~ \ p .A. P.A. I I, f-"------+-·--_· 4· ---,'"'-J !'--l'-'-"--I,_P_.A_.-+-----"c - ~ I I -, ---.--..------------.L:1-----• ---• • • ,-T ., • • •·• • •·• • - co I I' N ' I I I I .....;; ;,. , P.A. 1 ~ r?i---, _ '«------------tf----...,..,1 ,f-L--'----'---'""-1,+._ '4! -~ 1-+-I -:u,j"~'..I=_~ I POST PER , ARCH. PLANS P.A. 1 1 I I I I I I P.A. I ,I, I I -~--++-+------<@] -P;;..A-'"--t----tt--t----l 15 COND. B ---,----++--+-----j 15 COND. A N N ... ...J ' '--N ~ 0 ' -------...._o • N r;:::::::t::~L__.Lj.. I --.! :!--_ -- :. . --j, I Ir>+-, .Ill, ,j, __ ~ I "' ----+------H--+----------.,----~> ' 01 EO. inl I P.A. I I §}1-- t._;_j' --t+ I I P.A. -~ ' -•I EO. / I I ,. 1------r-~~ 1 if -t -- I I P.A. , p A -+-.11 r~-~·------_ ~ 0 U) ' N ---o • ' -j1 _ I _I ,I, I ''1-----tl,----'ljy------~ . '~ t I r ----- COLUMN FROM GARAGE BELOW TYP. SEE CIVIL ENG. PLANS P.A I I I I P.A. ->-- 1v7 ,,,{ F'°7"~ff------·-· / I I I --1--T-'+'--I-'-"~ ~-' ' ....... 14'-33/s" • 20'-3" 3I'-0' 10 TYP. I I " 2·-0· ➔ ,r ,7 r .( y,__,_,____,~ -E--:c:'-:---+---+t--+----, 18 · P.A. 1°·-,--+---++-+---J26 ~~-"'---"---L__ ' - . 0 ' -• 0 ' Lr> ' w --■ .__J N ... w ' -w w V) • : / : DRAIN MATCH EXISTING ' ' ' ' ' ..-·+: --+t--+-' --i---+t-+----l 15 COND. C : I ' ' ' ' ' I; ' ' ' ' , I I ~------<33 TYP. [) SCALE: 1/s'=l'-0" KEY NOTE @] @] @] ~ @] [ill [ill DESCRIPTION CONCRETE PAVING CONCRETE PAVING CONCRETE PAVING CONCRETE PAVING CONCRETE PAVING CONCRE MOW CURB SAWCUT JOINT COLD JOINT CONCRETE STAIRS CONCRETE TUBE PLANTER SPA COPING SUB SURF ACE DRAINAGE DRAINAGE il GARAGE/ GRADE PLANTER DRAIN ON DECK C.M.U. RETAINING WALL PLANTER ON STRUCTURE CONCRETE SEAT WALL FREE STANDING C.M.U. WALL SPLASH BLOCK HANDRAIL il STEPS WALL RAIL DETAIL GUARDRAIL il WALL T.S. FENCE POOL GATE -NOT USED- FOOT SHOWER PATIO SCREEN ENCLOSURE PARKING GARAGE VENT EXISTING SIDEWALK SIDEWALK EXISTING CHAINLINK GATE EXISTING CHAINLINK FENCE ALUMNINUM HEADER POT/ PLANTER -NOT USED- SAWCUT EXP. JOINT TOOLED EXP. JOINT E.J. !l VERT. SURF. TOOLED JOINT POOL COPING FOOTING DRAINAGE PATIO WALL DET REF FINISH / COLOR 01 / LT. SNDBLST / MATCH EXISTING L2.2 INTEGRAL COLOR TYPE I 01 / LIGHT SANDBLAST/ L2.2 INTEGRAL COLOR TYPE 11 01 / BROOM FINISH / L2.2 NATURAL GREY 01 / BROOM FINISH / L2.2 DUST ON BEIGE CREAM 01 / BROOM FINISH / L2.2 DUST ON BLUSH BEIGE 16 / TROWELED / L2.2 NATURAL GRAY 02 / LZ.2 07 I L2.2 12 / LZ.3 II/ LZ.3 12 I L2.2 14 / L2.2 17 / L2.2 18 I L2.2 08 I L2.4 01/ L2.4 02 I LZ.4 05 / L2.4 12 I L2.3 10 I L2.3 07 I L2.3 01 / L2.2 01 I LZ.3 02 I L2.3 17 / L2.4 PER ARCH. PER CIVIL PER CIVIL 04 I LZ.2 PER ARCH. 05 I L2.2 10 / L2.2 07 I L2.3 13 / LZ.2 12 I L2.2 II/ L2.2 PER ARCH. MATCH EXISTING CUSTOM OUICKCRETE MATCH EXISTING MATCH EXISTING MATCH EXISTING C.M.U. BLOCK MATCH EXISTING C.M.U. BLOCK LIGHT SANDBLAST/ NATURAL GREY MATCH EXISTING C.M.U. BLOCK MATCH EXISTING MATCH EXISTING MATCH EXISTING MATCH EXISTING-SIM TO FENCE MATCH EXISTING MATCH EXISTING MATCH EXISTING-INSTALL PER MANUFACTURER DIRECTIONS MATCH EXISTING MATCH EXISTING MATCH EXIS TING MATCH EXISTING MATCH EXISTING C.M.U. TERRACE ENLARGEMENT 1/s• = l'-0' 06 KEY NOTES 02 LPA ----------- • Arthikcturt • Pllmning • ln'tmM!mi.gn • lArui.u:ape Arrhittm,,r • • • • 17848 Sky Park Citt!t lt'lliN, CA 92714 • FAX 714. 753.1618 • 714.753.1001 E~GINEEHING PLANCH[CK[R cATF IA ~ I /I ( ,-_,.. >-------- APPROVEJ FOR PLANTING ANJ IRRIGATION ONLY, INCLUDING l'HLCISL LOCATION OF PLA\/TING ARF:AS -, ,. '.,HI-f-I 3/L 1.2 --- "AS 13lJII l" , _____________ _ ::ATE RCE ____ EXP. ___ _ pcvl[W[D BY: ------------------ I ~SPECTOR CITY OF CARLSBAD TITLE SHEET FOR 1------+----+--------------+--+---1-----1-------ji CARLSBAD SE A PO INT RE SO RT PH_ I I ---------+---+-----+I L A ND SC A P E P L A _\/ :S ?, :C-: LO P E S -------+----+------------------f-----jf------<I ,\DPPn'v1E[I ~-- ---- Fhe No, i:\cadd\95018\5018lcd5,dgn g C • lloac !-o o,;11 ) .22,, > OCI) • rn t1/ A T r f---L I ~J ~ SE=-Sf---c-ET L 1. 1 C\_---••••••••••••••••••••••••• I ..... ____ 'T' ________ _ 63.86 FS VERIF _, : ~ --------__ ~-------------. 7 63.50 HP RIDGE • I 62.78 TG -~ I I I I I 66.30 TC 65 TW 62. 7 FS 63.26 TG 63.50 FS 63.30 TG 64.52 TG 65.00 TW 63.42 TC .,.---r-63. lTG ---------------------- --ttt----<63.92 FSl f------63.13 TG 63.18 TG 63.20 HP 63.20 HP ~---62.90 TG 63.34 TG 63.50 FS 63.16 TC 63.50 HP 1, /, p I I / : 63 52FS / \ I -1 -i ,.. , I I ~ / I I // I \ I I I . / I I ' " / 11• · :· / \ I / 63. 2 FS I I I ---1-, t+---- PA • I I // 63.30: S / • -"7----I +-'hi-" I 21/. I ',,"'', • 63.28 TC 60.03 FS -------1-------Q 63.52 FS I I I I I ~~1Jj'..___l __ J_L ___ 59.80 FS r--~~~i==JJ_ ___ 59.92 FS ---59.50 TC ii-=J---+-1----59.92 FS l==:,/..,-__j_ __ --+--1----63.40 FG • ' ·.L.__o ' ' !---+---.--+----+------63.26 TG 63.40 FG 63.22 FG 63.26 TC "' "' V u-i NOTE: I. ALL PLANTING AREAS TO DRAIN A MINIMUM OF 2% 2. ALL FINISH SURF ACE TO DRAIN A MINIMUM OF 1% 3. FINISH SURF ACE AT THRESHOLDS TO BE 1/s" LOWER THAN FF AT DOORWAYS 4. TURF TO BE I" LOWER THAN ADJACENT FINISH SURF ACE 5. PLANTING AREAS TO BE I½" LOWER THAN ADJACENT FINISH SURF ACE. G,. CO~f?, 10 CCNNEOT ~ ~ N6'TC 1-t~N~ D~N sys-reM OR.,'vToRM ~iJ. 7. PLANTING AND HARDSCAPE AREA DRAINS TO MATCH & EXISTING AREA DRAINS. 2% MIN. ' • //: '· 7 ~ 51/. EXISTING---► 63.30 TG 63.30 TG LPA ffi / ' • ,, ' i: ' " ' ' ' I : ' ' 63.40 FG 63.52 FS I I 63.37TG I I 63.4Cf'G ------ALUMINUM EDGING ------------GRADE BREAK 0 DRAIN INLET 63.5 FS FINISH SURF ACE SPOT ELEVATION 63.20 TG TOP OF GRATE + 63.50 HP HIGH POINT COLUMN FROM GARAGE BELOW 62.62 TG • Architecture • Pltinnfog • lnkrwr De!iig11 • LmdM<1pt Archik:ctu" • • • • 17848 Sky Prirle Circle ltvine, CA 92714 • f,A){ 714.7.53.161/J • 71.f. 753.1001 .4f--'f--'RUVl:_L! ~~G:~~ERING Pl_ANCHECK[R DATE ,\ PPROVFD FOR Pl.ANTING AND IRRIGATION ONLY. INCLUDl\fG PRECISE LOCA 'i'ION OF' PLANTING AREAS LEGEND 11 AS BU IL I II RCE ___ _ EXP.-~-~ RE\/lE'wEO BY: I flSPECTOR 02 DATE SHEET ICJTY 4/L 1.3 , OF CARLSBAD SHEETS I ------··i ----- PLAN~l l 1~G DEPARTMEflT _ 21 I TITLE SHEET FOR • •iCARLSBAD SEA POINT_ ~ESO·~-T PH. II. jl 11----+----1--_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_;--_ -_ -_ --+-1--_ -_ -+--1--_ -_ -_ ++--_ -_-=: LANDSCAPE PL A I\ ~ & :::i LOPES l-----+---+-----------------------1-----1-----1-·---=---+-I--_-__,---l· /\PPR•JVf) --~ -· 1-zs-f r AS<.ISTAIH PL~C DIRECTOR DATE I O.Q £> W ).!1°,n:!:: rr:..J 1------------·------------------------------------------------------------.-----.. --~ . / / / !~~fs w [."; I\ TF_ IN IT I/,' Ir~ IT l A REVISION DESCRIPTION DATE l~!lT.A CY!';[I B'r: _,-A.,,_W_ HV'I/U l:lY: JY CT97-05 onAW[hJC r,10 . 355-IL GRADING PLAN Ya"= 1'-0" nrun i.n u :~~, z !~~g ~ "----------------------------------------------------------------------------------'--------------------------------·--------.-.-----.-.---.------.------.--.-;-.-_-______________________________________ , 1939 w a: t.NG ltS:J:.H Jf-WUI--< U I Hl::.P M-'f--'1-l()\//\I_ C 11 Y td--'f--'RU\IAL Plofflr,; Date/Th,-,,, Wed May 2118:05:30 1997 FNe No, i:\cadd\95018\5018Igp2.dgn Plottirq {)(Jte/Time: Wed May 2118:07:44 1997 r------------------,------------------------------------------------------------------r.=========::::::, ' ' ' ' ' I I ________ j ' -63.10 TG ,--,-- f-L I I [ ~ 63.10 TG ~-63.10 TG ~-63.10 TG GRADING PLAN q / I ;:/t J I A I ,~. I I/ -·· I /1 / I //()//__/ /!VU / / ,-. I I 1 J 1 1111-,-·1 1 1/\II/~ II I_I 1/ I 1 ) / /JI VI I ,__,// C -, ' ' ' ' ' ' ' ' ' ' ' ' ~-63.10 TG ~-63.36 TG LPA 1/s' = l'-0' • ArchitmuA" • Planning • lntmor De.stfff • Landscape Archittaun • • • • 17848 Slty Parlt Cirrk lrufrie., CA 92714 • FAX 714. 753,1618 • 714. 753.1001 GRADING . I ' • ' I I I I I I I / 1/ /// '/,,I I I I I I I I I I I I I I I I I I 1 ( I/ 60.IOFS PLAN ---. -----------------------ENG INEiH I ~C PLANrP[[K[R DAT[ If----+----+---------------- 57.68 TG 57.82 FS VERIFY ELEVATION HEIGHT OF LANDING IN FIELD. MATCH LANDING ELEVATION WALL HEIGHT SLOPES CONSISTENTLY WITH WALK 58.30 TG 63.5 FS 63.20 TG + 63.50 HP ALUMINUM EDGING GRADE BREAK DRAIN INLET FINISH SURFACE SPOT ELEVATION TOP OF GRATE HIGH POINT LEGEND "AS Rlllll" 02 APPROVF.D FOR PLANTING A~D IRRIGATION ONLY, INCLUDING PREC!St: ------ I.OCA'l'JON Or' Pl.ANTING AREAS. RCr ____ E\P. -------- REVIE.WtD BY: -------------------· ---·--------- INSPECTOR ---------------------------.. - RFVISION DFSCRlPTION ,)/,I 'Jl I J,.'-.! U,'.lt_ lf~.1 lA' ----- C. l -\ 1\l'f-"·~-J\i AL j " FIie No, i:\cadd\95018\5018Isgp.dgn I C 0 I r:r-6 4. 0 0 FC 52~0 0 CONTRACTOR TO CONNECT HERRING BONE DRAIN TO CIVIL ENGINEERS S.D.P.O.C. AT TOP OF GARAGE DECK Plottlf>9 Dote/Time, W•d May 2117:55:18 1997 0 0 0 X ---- EX.lSTlNC T£/VIV IS COURT L.....J \ 0 0 - ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' II X -----X---- 1 X / X EA' !ST INC BASK[ TB ALL COUH I 64.0 L- LPA & 41 13 13 41 (FORMERL Y PONTO DRIVE) ffi SUBSURFACE DRAINAGE PLAN 06 Fh'Ji; NOTE: • • ••• ••• •• ■ •• .• : .. • ■■■Q■■■I •• ♦ • •• .• •, . 7 ~ H.P. ------ • 3' PVC SOLID PIPE W/PERFORA TIONS 4' O.C • BOTTOM SIDE 10'-0' O.C. LATERAL SPACING TYP. SLEEVE OR CAST THROUGH POURED- IN-PLACE CONCRETE PLANTER WALLS INDICATES P.O.C. FOR CONNECTION TO STORM DRAIN SYSTEM DIRECTION OF SLOPE ON STRUCTURAL DECK INDICATES INTERCEPTOR / COLLECTOR DRAIN !! WEST SIDE PARKING STRUCTURE HIGH POINT -CREATE THICKENED TOPPING SLAB TO INSURE POSITIVE FLOW IN POTENTIAL AREAS OF 'TRAPPED' DRAINAGE TREE PLANTER AREA ON STRUCTURAL REQUIRING BUil T UP TOPPING SLAB GRADE TRANSITION AREA -FIELD VERIFY TO INSURE POSITIVE DRAINAGE W/SUBSURFACE PIPES FRENCH DRAIN !l RETAINING WALL FOOTING CONNECT TO sro~ Ol<AIN BALCONEY DRAIN -VERIFY LOCATION IN FIELD AND CONNECT TO HERRING BONE DRAINS OlfS TORM DRAIN I. CONTRACTOR TO CONNECT ALL LANDSCAPE FINISH GRADE AREA DRAINS TO THE HERRING BONE DRAIN SYSTEM 2. CONTRACTOR TO CONNECT FOOTING DRAIN TO P.O.C. LOCATION PER OWNERS AUTHORIZED REPRESENTATIVE DIRECTION ■ Archittctun • Pl4nnirtg • b1ttruJr D~Jign • Laru:lsaipe Amiittctun • • • ■ 17848 Sky pgfk Cirdt lrvint, CA 92714 ■ FAX 714.753.1618 ■ 714. 75J.1001 APPROVED SUBSURFACE DRAIN AGE ENGINEERING PcA,:HECKER ~.+r ~•'3, KEY NOTE @] @] ~ rm DESCRIPTION CONCRETE PAVING CONCRETE PAVING CONCRETE PAVING CONCRETE PAVING CONCRETE PAVING CONCRE MOW CURB SAWCUT JOINT COLD JOINT CONCRETE Sr AIRS CONCRETE TUBE PLANTER SPA COPING SUBSURFACE DRAINAGE DRAINAGE !l GARAGE/ GRADE PLANTER DRAIN ON DECK S.M.U. RETAINING WALL PLANTER ON STRUCTURE CONCRETE SEAT WALL FREE STANDING C.M.U. WALL SPLASH BLOCK HANDRAIL o STEPS WALL RAIL DETAIL GUARDRAIL il WALL T.S. FENCE POOL GATE -NOT USED- FOOT SHOWER PATIO SCREEN ENCLOSURE PARKING GARAGE VENT EXISTING SIDEWALK SIDEWALK EXISTING CHAINLINK GA TE EXISTING CHAINLINK FENCE ALUMNINUM HEADER POT / PLANTER -NOT USED- SAWCUT EXP. JOINT TOOLED EXP, JOINT E.J. ll VERT. SURF. TOOLED JOINT POOL COPING FOOTING DRAINAGE PATIO WALL DET REF OI / L2.2 01/ L2.2 01/ L2.2 01/ L2.2 01 / L2.2 FINISH / COLOR LT. SNDBLST / MATCH EXISTING INTEGRAL COLOR TYPE I LIGHT SANDBLAST/ INTEGRAL COLOR TYPE II BROOM FINISH / NATURAL GREY BROOM FINISH / DUST ON BEIGE CREAM BROOM FINISH / DUST ON BLUSH BEIGE 16 / TROWELED/ L2.2 NA TUR AL GRAY 02 I L2.2 07 I L2.2 12 / L2.3 II/ L2.3 12 / L2.2 14 / LZ.2 17 / LZ.2 18 / L2.2 08 I L2.4 01 / L2,4 02 I LZ.4 05 I L2,4 12 / L2.3 10 / L2.3 01 I L2.3 01 I L2.2 01/ L2.3 02 I L2.3 17 / L2.4 PER ARCH. PER CIVIL PER CIVIL 04 I L2.2 PER ARCH. 05 I L2.2 10 / L2.2 07 I L2.3 13 I L2.2 12 I L2.2 II / L2.2 PER ARCH. MATCH EXISTING CUSTOM OUICKCRETE MATCH EXISTING MATCH EXISTING MATCH EXISTING C.M.U. BLOCK MATCH EXISTING C.M.U. BLOCK LIGHT SANDBLAST/ NATURAL GREY MATCH EXISTING C.M.U. BLOCK MATCH EXISTING MATCH EXISTING MATCH EXISTING MATCH EXISTING-SIM TO FENCE MATCH EXISTING MATCH EXISTING MATCH EXISTING-INSTALL PER MANUFACTURER DIRECTIONS MATCH EXISTING MATCH EXISTING MATCH EXISTING MATCH EXISTING MATCH EXISTING C.M.U. KEY NOTES 02 APPROVED FOR PLANTING AND IRRIGATION ONT,Y, INCLUDING PRECISE LOCATIO'l OF PLANTING AREAS. "AS BUILT" RrF FXP . REVIEWED BY: !,SPECTOR SHEET CITY OF CARLSBAD 6/L 1.5 PI_ANNING O[PAR~MENT -TTTLR SHEET FOR DATE DATE --+----lf----'----'-----' CARLSBAD SEAPOINT RESORT PH. II LAKDSCAPE PLA~S & SLOPES -----·---f-----+------------------l---+----lf----+---l APPROVED ~/,/ ~-~~='/,{y=~::..__ ____ 2?~rg ASSISTANT PLANNING DIRECTOR DATE ~A 11:_ Jr'--. I l AL DATE ~~GlNEER OF WORi REVIS I ON lJt.SCH IP I l CJN IN 1 TI Al nATF l~J!T Al D\'/~l B'Y: JH/JP C-JK[' BY: ~•~W_ Rvwr:, RY: JY ------~---------'=-=-- File No, i:\cadd\95018\501Blcp2.dgn 70.03 TW 66.03 TF SURFSIDE LANE Sr LYT. AND MONUMENT SIGN WALL --- BY ARCHITECT Pla.rtinq Oote/Tfme: Wed May 2118:15:02 1997 f ----·-·1 '-----fl. i • I r;====-cii • -- I :' , f -----1 It: ' , ' i , '', . i -- i, I ' ;: ' I I 111111111::111111111111111mn1nf11111111111111111111111111Ji11111111111~1 u 111111111 ir 111111111111 ~ 1111;; 1111111111111111111111~1111111111111~• ~ 11 .m:~ ! '.~iJi '.~: ~i!r -; . --~ "'" ~-:? r - V ~64.5 TW ~ 64.03 FG '--= 62.89 FG T (08\ CMU WALL ~ DETAIL I l?} ' rr 1ffiL;: ,.....rrr '-PERFORATED METAL GATE I I Fl_. __ ,-------_____ ~ LJ -----------=-~----------~---~--==-=-a===I 1_. -___ Ii II ii " -}l.. .. -~.-lk=--U...=...J.=~~ ''--~.J.'---~-r ,. ----_____ --------"J I _ I ... I _ _ _ 1·: · 1·1 :rrTT1·=:·:-1•ri·nr:·,r. .. -------\ l ---. r~-~ ,l/J)J~_JJ..c-J .. i.L.~.L: L.~J.~~-~=4 l l f i ' I --! --- [[J ,---] 11 ; ! . . . : ____ -__ . ' I r I : --- ,.,,. ---==----l-1+ ' I f'--------li I I I ' '----64.24 TW 61.50 FS ~ . ' • 1- ' CURB ALONG ISLAND WAY I I t-- .f ~----~ f?f LPA • Archirti:nm • Pfonnina • Interim Desig,a • Landscape ArchitectMrr • • • • 17R48 SJtr Parle Circle Irvine, CA 92714 • FAX 714. 753.1618 • 714. 75J.1C01 =----. ------'- I----- ~ . ' 62.25 TW_j '----TUBULAR STEEL FENCE . "'--59.50 FS MID LANDING OF STAIRS TO GARAGE ELEVATION ==••··--· ---------==- 1k SOUTH ELEVATION APPROVED FOR PLANTIKG AKO IRRIGATION OKLv. "AS 1/s' = l'-0' ! 1 LJ I I I " I_NCL1:DIKC PRECISE LOCA'J!ON OF PLANTING AREAS RCE =---XP. --=- Rf:VIEW[D 8Y: ---===•-· I fl SPECTOR 02 -----i-------1----= •=-+-----+------ --------I---- 7~~2:1 rITYDL4~~,; ~,ti;~,,~,~BAD rrl2,1 1 ~ fI'lits:~6r:~E~~1 ~INT RF:soRT P; II I r,ANDSCAPR PL;\1is ~1,c1i-1,:s -----=---+ --__ _j_ __ _ ~--_...J.__ -~------------__ __,_ 1 H--------- ------I----+-~\1\T-=[ __ -------- ! r,,'""'·;,.w ! r,Je, 1\JCJ • • 355-IL Fit• No, i:\cadd\95018\50181cd4.dgn . 8' EO. ,. EO. 2 4 GROUND COVER rEJ [Q FINISH GRADE. I' AT TURF 11/2' AT '"1 CONC. MOW CURB -SEE LAYOUT ~ FOR COLOR AND FINISH. & MATERIALS PLAN [I] 1/, RADIUS, TYP. 0 •3 CONTINUOUS ic7 BASE MATERIAL AND COMPACTED SUB-GRADE L:J PER GEOTECHNICAL REPORT. NOTE: I. CONTRACTOR TO PROVIDE EXPANSION JOINTS il 20' O.C. MAX. AND EVERY CHANGE IN DIRECTION. SEE DETAIL @ 2. CONTRACTOR TO PROVIDE SAWCUT JOINT il @ V 5' O.C. MAX. EVENLY SPACED. SEE DETAIL V 3'=1'-0' SUBSURFACE COLLECTOR PIPES-----~\ WATER PROOF MEMBRANE------~ SUB SURF ACE DRAINAGE MAT-----~ SLOPED CONCRETE SLAB----~ EXPANSION JOINT---- ~ ~L,•~ _ _ I• \ \ :._:·.::::'-_:./:·:i:'.j '·:'_:'· .. ·;.··:·:· .. :;·· .. :··:·;.· .· :·:.··•.·.·: _:1 ·:::··.·.:' .. ·;.··. 11_1111_1111_1111=1111=1111 .u -w=-1111=11 ~1111 1111 1111 1111 1111 1111-Ill =:II 1II1~ I 1111 1111 1111 1111 1111 1111~1 1-Ill II 1111 1111 1111 1111 1111 1111 I II~ 1111 1I11~ 1111 1111 1111 1111 1111 llll~°i:111 II 1111 1111 1111 1111 1111 1111 Ill Ill II~ 1111 111:, .. ,,,. • .,,. " . 1111=1111~ r ---::-.----c -1-. = ~-0-I F\ 0 ~,'tv_ I; . '/ ,., :p. . . ❖ i 0 o . I C) 3' PERFORATED · '•. . -., -,~,--_....__.- PIPE SLOPED TO: •'o '.-.,".I " U / INLET PIPE AND I_ .... 11> : I u ·h 'L__ __ CONCRETE 'I/RAPPED IN llll-':1111 ;:I I . > STRUCTURE FILTER FABRIC =iiii=i 11 ,I~ ~---------GRAVEL PIPE REDUCER ---------, 6' PLANTER DRAIN-----~ <WHERE DESIGN GRADE REQUIRES> AiTITI1~ / '' ""' '" . v ~ _,.11-111 -1111==111,_ ~-:1111 :1111-:1111-., 2' PIPES I' =l'-0' J-ORAIN MEDIUM OVER W.P. MEMBRANE-~ STRUCTURAL SLAB------------' 11~ u j 1/s' RADIUS TOOLED JOINT·-- .25 THICKNESS DEEP FINISH PER PLANS . Ir.•,•. 0 G .•,. CG .·•uo. J .·, C. C • c c u . ~' ' ' ,-, . ,-, . ') ,, ~ o " o·_ -o • -o· -o • c·o o " o·o o -. 0 o.o"o.·:J 0 o.o ri.o o.o ,., O ' 9 '., 9 , ( •, 0 '.·, 0 ~ _; -A--'----"---.,,..-· ·--'-' --·...:.. 0 ::i · ·,-0 O •' ·,,,, O • • () • ·_0 (J ' • •. ~ ...... • ........ . LJJ ". _-,: ••. , .-_ :-·-·.·· t :-··.·'t. :<··.--· .· __ _-.:,_.-. ~ .... ~ __ :-:-•-··:_. . :~_::-:------.~ __ :-_. o_ 111 :1111 :!Ill :1111 '1111::: 1111 EIIII =111! '1111 :1111=1 '1111 1111==1111 1111 Ill 1111 1111 1111 1111 1111: -=1111 11 _1111 llli~ 1111 EIIII 1111 1111 1111_ '--6 X 6 X 10 WWM SUBGRADE PER - GEO TECHNICAL '--STRUCTURAL SLAB W.P.MEMBRANE OVER STRUCTURAL SUBSLAB --~ JDR "J' DRAIN DRAINAGE MEDIUM -----~1 4' SOLID PVC PIPE W/PERF. HOLES AT BOTTOM-4' O.C. SURROUND W/I CU/FT GRAVEL. WRAP GRAVEL IN SUPAC MEMBRANE F.G.-SLOPE TO SURFACE---- PLANTER DRAINS PER PLAN . . .=I I I 1111 I •. 11~,.,,-:1111, 0 0 5 2 7 l?--1 6 3 4 .. ' . . 0 •• ' . . '-( <£··, . 0 ••• • · o · •~-o · -• • ~·o c_'_,_,;._~·o · • 1 • o ~ o.,_~ "• ~ u 0 • "• • "• E 1=1111=1111=1111 1111 1111 :111I ~I~ 1 11 =Ti11 Ill ,;- II 1111 1111 1111 1111=1111=1111=1111=1111=1111=1111= L_I._ Ellll~llll~llll==llll==llll~llll~llll~ll11~1I11~1111~II1 [Q CONC. FINISH PER LAYOUT AND MATERIALS PLAN '"1 1/z'X24' SMOOTH STEEL DOWEL 18'0.C •• ~ USE 'SPEED DOWEL' BY AZTEC CONCRETE ACCESSORIES. r.7 1/4' EXPANSION MATERIAL W/ BACKER ROD. L:J JOINT SEALANT TO MATCH CONC. COLOR. OUST 'II/ SILICA SAND. @ 0 STEEL REINF. CONC. PAVING 0 ic7 BASE MATERIAL ANO COMPACTED SUB-GRADE L:J ON GRADE OR SAND ON SLAB PER GEOTECHNIICAL. [I] VERTICAL SURF ACE. 0 1/4° RADIUS NOTE: I. OMIT STEEL DOWEL il VERTICAL SURFACE. SEE DETAIL FOR DOWEL CONNECTION [iJ 0 0 0 NO E: SEE <> • • ~" • r1 • • · " • 0 . • : 0 • • 0 J K_. 0 . • : ; '-------I •• • • • 0 ,·" 1 ·;; · •• : 2 . :·' ~ : ~-. ·'~~···. <~ 0 • o.0 -. I""·• o. . . . _>· __ :-~·· .. _ :~ .·:·· > _.-.- 'o'-•-~--• // o_ ·o·-• • CONC. FINISH ~YO~T AND MA TERI AL S LAN •4 REBA X 24" il 18" O.C. FOR PEDESTRIAN %' SMO H X 24' !l 18' O.C. FOR VEHICULAR USE ' EEO DOWEL' BY AZTEC CONC. ACCESSORIES 1/4' PANSION MATERIAL, SEE SPECS. CKER ROD W/ ~ ASTIC CAULKING V BASE MATERIALS ANO COMPACTED SUB-GRADE ON GRADE OR SAND ON STRUCTURE PER GEOTECHNICAL DETAIL ®FOR EXP. JOINT il VERT. SURFACE. FULL 1l1Dl ~---PRECAST CONCRETE BULL NOSE COPING ON MORTAR SETTING BED PER HEALTH CODES SCOFIELD COLOR: TO MATCH ADULT POOL ~--EXPANSION JOINT - ( 01 '\ \::._7 . " POOL PLASTER--~0 'I/ALL ~---TILE AT WATER LINE COLOR TO BE SELECTED "' '" ·-' ;;:1--------------------.------~----+--------------~------,,----l---------------~-----,-----I :ccc: "" ~OOli:, = !'=I' -0' 3'=1'-0' 4 . . ~. . . ~ -:·-~·~--~ ·-:--~--V . . . . . . . . . . -"-·" _,,. -,. __ , -" -"'-,, __ ,m_:-rm_ EIIII 1111 1111 1111 1111 1111==1111==1111 1111 1111 Ill I 1111-1111 ,.-,,,,=IIII '1111~1111 1111 1111 I11I~ / -=1111 1111 111 5 ~~ -,.,,. [Q CONC. FINISH PER LAYOUT & MATERIALS PLAN. ,,;--, •4 BAR X 24' SMOOTH STEEL DOWEL 18' O.C. ~ USE "SPEED DOWEL' BY AZTEC CONCRETE ACCESSORIES. [I] COLD JOINT. 0 STEEL REINF. PER GEOTECHNICAL REPORT. ic7 BASE MATERIAL ANO COMPACTED SUB-GRADE L:J ON GRADE OR SAND ON STRUCTURE PER GEOTECHNICAL REPORT. [I] SAW CUT JOINT COlD JO ~lT 3'=1'-0' • .' • 0 • . / /~// 0 I/ 0 0 ,"-. . ·,. . . ~" -.• 0 ~----l 2 . . . 0 • • • • . . . . . 0 0 . • • . 0 • •. 0 0 •• ~ 0 0 . O FULL SCALE NOTE: SEE OET AIL~ FOR SURFACES 0 EXP JOINT AT VERTICAL 2 3 • ' • I ~~'6!~.l)<:> ! l~o~ =~~ ~1111 1111 1111 1111 I 1111 1111 1111_ Ill .... 1111==1111--- [Q PLANTING AREA. 107 }:G "x5' BLACK MILL FINISH ALUMINUM EDGING L:J W/ 12' ALUMINUM STAKE I!! 3' O.C. AND !l ENDS 5 CHANGES IN DIRECTION [TI FINISH SURFACE PER PLAN. NOTE: I. 'CLEANLINE' ALUM. EDGING BY 'PERMALOC.' SEE MANUF. LIST SHEET LO.I. 2 u w o_ V> 3 . . . 4 o. =. IJl_:II11_:1111_I1I1--:,11I_ I1_I1I1-1III_I111_:IIII_II II -1111 1111 1111 iii§"~Uij2 iTfl 1111 1111 1111~ ~1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 II ,,-, "11-• II 11-1111-: I 111-: I 111-: I I 11-:" ,,-, ... -",,-"" - r-;-7 CONC,._FINISH PER LAYOUT AND L'..J MATEr<IALS PLAN. lo] •4 REBAR X 24' !l 18' O.C. FOR PEDESTRIAN ~ 3/s' SMOOTH X 24' !l 18' O.C. FOR VEHICULAR USE 'SPEED DOWEL' BY AZTEC CONCRETE ACCESSORIES. [I] 1/4' EXPANSION MATERIAL 0 STEEL REINFORCEMENT. ® ic7 BASE MATERIAL AND COMPACTED SUB-GRADE L:J ON GRADE OR SAND ON STRUCTURE PER GEOTECHNICAL. [I] BACKER ROD W/ MASTIC CAULKING 3'=1'-0" AND 2 3 4 11111 :1111 '1111 '1111 ..:1111 '1111 I 1111 1111 1111 1111 1111 1111: •11 -:::1111 1111 1111 1111 1111 I r-;-7 C.1.P. CONCRETE PAVING. SEE LAYOUT & L'..J MATERIALS PLAN FOR COLOR ANO FINISH. [I] PEDESTRIAN PAVING: 5 x 6 X 10 'I/WM BASE MATERIAL AND COMPACTED [I] SUBGRADE ON GRADE OR SAND ON STRUCTURAL PER GEOTECHNICAL REPORT. 8J PEDESTRIAN, 4' THICK NOTE: I. CONCRETE THICKNESS PER THE GEOTECH.REPORT. 2. CONCRETE THICKNESS VARIES FOR PEDESTRIAN AND VEHICULAR TRAFFIC. 3. SEE ®FOR EXPANSION JOINTS 3 ~ w o_ :,:v, 1-U ~~ 3/i~ I OV> , 11/2'=1' -0' 2 4 ~1111_:IIII_:. Jl_:1I11_:III I_, II11_ llll_,II II_I Ill _.,oll_·III I 1111 1111 ~1111 1111 1111 1111 1111 1111 1111 Illig; ~1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 Ill 1-:1111-,,,,1-1111-:1111-•1111-•1111-•1111-111,--,,.,-,,,,,- [Q SAWCUT JOINT. [I] STEEL REINFORCEMENT m PER V r.7 BASE MATERIAL ON GRADE OR SAND L:J ON STRUCTURE PER GEOTECHNICAL. 0 CONCRETE FINISH PER LAYOUT AND MATERIALS PLAN 3'=1' -o· LPA • Atmitmurr • P"'"'-',g • lntmcrDesign CONSTRUCTION DETAILS APPROVl<:l) FOR PLA\fl'J~G AND IRRTG-\TfON ONT Y. TNCLUDING PRECI~I l.OCATIO\f OF PLANTING AREAS. "AS RllII T" DAT[ • Lmdscapt Ardrikdure • • • • 17848 S#ey Parle Cirrk lrvitle, CA 92714 • FAX 714.753.1618 • 714.753.1001 Af---'f--'f-H.1V~ I) --------·------------------ENGINEERING PLANCHECKER )ATE RCE ___ .EXP. ___ _ REV IEWEO DY: I NSf---'l-CI llR DATE Sfl[ET CITY OF CARLSBAD ---· · ------II----+---+-------------+---+---+--+-----, 8/L2 .2 ---------~---+-----TITLE SHEET FOR ,~---+----+------------------.----l---l----+------< CARLSBAD SEAPOINT RESORT PH. II LANDSCAPE PLANS & SLOPES .. . -----_,. -+-----+-----+----+----l; APPROVED &I£ -7-Z~-ff" J ll----l----+-----------------1 I ASSl2>TM,T FL1\NN[NG DIRFCTDF DATE ______ ' IEXf. JIM"f. @ VIElrf. SUIFll;:. rt?~-o ~ ~88-ci ~ 1VJVIO 0C '------------------------------------------------------------------------------------------------------------------------------------------------~ .,j...J_,;ffJ ~-"' :u:o IX) co !J:, )000 i,'.Ll 11.l'llnl.l'l ~ P1ott;r,q Dale/Time, l,loo May 26 13:52:12 1997 FIie No, i:\oadd\95n18\5013bcd.ilgn iii~i NNNNN Clc:JClOC uuuuu ....J....J_j_j...J tOOOo:lo:ltO 00000 I{) IJ1 IO U1 lO if) CLI _J [Q 0 0 0 [I] 0 0 [Q 0 3 0 ~~ J J I / I / 6' ADJ. CONC. PAVING. SEE LAYOUT AND MATERIALS PLAN. THICKEND EDGE. I -•4 CONT. WRAP STEEL REINF. FROM ADJ. CONCRETE PAVING. '/• RADIUS TYP. FINISH GRADE. BASE MATERIAL AND COMPACTED SUBGRADE PER THE GEOTECl;N\CAL REPORT. u: --------------------, ,, 't• V<J 0 0 ~'.~ • . I ' ' - :..:...t.:.... •--. ! -', 0 i,_ .-·,, {} u --==-(J I)~ . · ..• f'eFeF" TO' P-l!Mfill>lf'l6' ~IN~ Ii:'!'· t"Pli!WN.-..~ IN Ft:> 'v CMU RETAINING WALL BEYOND 0 ' " ~ ~ CONC. FOOTING ' • • 0 " e I ,. " . 'd . ' ' ~ I •• ----, . :o: . 1·-0· l TYP. I½' SO. TUBUALR STEEL AND HAND RAIL PAINTED ~ / .. : .. :v :: / CC_NC. STEPS I ' ' ' ' . . , . ·i' . ' ' ' • ' 0 NOTE: I. HANDRAIL COLOR & DESIGN TO MATCH EXISTING 2. ALL TUBULAR STEEL TO HAVE1/s' MINIMUM RADIUS o CORNERS -TYP. OUTSIDE t-- INSIDE ' ff , 81-0' O.C. MAX. ·1 )' t· I-' ~~•. MAX. I ' g ' I -:=o. _a. EO - ' I ' I ' I I ' I ' ~ l / ' ' ' . \ I I ' 1----·-----:. / . 11/ ' X 2' STEEL TUBE 2 ¾"X 3/, STEEL TUBE PICKETS I ' ' Qc ' I ' I ' I I I I I ' =i.:: ~ ' .. "-V, QI X "" ::, ' N 0 ' "' 0 ,, >----- • 1 O • I M ' I ~ ' VARIES SEE PLAN ITREAD + 12" ' ,· . I lll '~·. I '"~'" : ,. ,'" "'!~- FOOTING DRAINAGE NOTE: I. MATCH SPACING AND QTY. OF HINGES IQ EACH NEW GA TE WITH EXISTING POOL GATES SPA SIDE 12' I' ~AX. '!,z----.,._.,", --c, ~-~~ -•· • 4 D'.,<[ w,--" , . 3' = 1'-0" . 113 ~-------PERFORATED METAL IN CHANNEL FRAME -PAINT -, . , 6" VERIFY [I] • 0 • 0 0 TUBULAR STEEL FENCE POST ~---WELD HINGE TO WT -CHANNEL ~---WT-WELD T0¾0 ' BASE PLATE -URETHANE PAINT X'---1----STAINLESS STEEL BOLT POOL GATE HINGE 12' 3 ~ [D 0 0, 0 ' 0 . . ' =. .·ec . , ' , 3'=1' -0' 11 1-~=----"-_,_o. __ ,1• ' . · ~ · = IW 11,, QJ ADJ. CONC. PAVING. SEE LAYOUT & MATERIALS PLAN [I] CONC. STEPS. MEDIUM SANDBLAST FINISH. ci) ~::::::=:.:_:;=:=::::..;:;:;:;:.:J . , · 1 · . 0 1111 I II I=-t ' , 1111 Ill -._.; '• . ·. 1111 1111=-·@}-,-, i--·-·--~•;m,--,TTT"-,m--' V 'I llll=lrll_llll_llll_llll 1111 ' 7 '"'=lill-1111 1111 I' 0 l'-2" r;-'] 3' WIDE STAIR NOSING TYPE BALCO R-300 C-10 L:J W/ BLACK SAFETY STRIPS INSTALL PER MANUF. GJ STEEL REINF. BY STRUCT. ENG. [I] I' BATTER TYP. <NUMBER OF RISERS PER PLAN.> ~ NOT USED. 0 NOT USED. [!] EXPANSION JOINT. e9 [I] STEEL DOWEL. SEE SPECS. ,;;:;-i BASE MATERIAL AND COMPACTED SUB-GRADE PER L'2'.J GEOTECHNICAL REPORT. ' ' · , · • r I • • ,I, I•' . . . \. ~ HANDRAIL @ STEPS 07 NOTE: I.FENCE ATTACHMENT TO CMU WALL OR CONC. FOOTING TO MATCH EXISTING CONNECTIONS . 2. CONC. FOOTING SIZE & DEPTH AND REBAR TO MATCH EXISTING II SPA GATE HINGE 11/2 X 2' STEEL TUBE \ _ _l'/2' 4' I I½_' , STEEL PLATE ' MA • I BOLT TO ' TYP. ' CMU WALL ' '""'--' , ---- 7" , , COND. A CMU WALL 1•1= • •• ·, O· • =1n11 -•· .. · .; · .. -, I . . . . \ • . ". ·o·. ~ • I __/' 0 ,00 ,o / .. • -. 0. • , ' .... -. COND. B CONC. FOOTING .... __ ...- METAL FENCE 3'-0' l'-6' 7' ........ /,.. ... • • • PERFORATED METAL-PAINT --------++--+t-ll--ll-+--tll-t-''....:..'+':.....:'_':....,.:'~•:.....:•~•:.....:•-+11+~····· . . . . ~/•.... . .... SHEET METAL-20 GA GALVANIZED-PAINT SPA GATE METAL JAMB ¾" x¾" STEEL PICKETS MATCH EXISTING SPACING DO NOT EXCEED 4'MAX. SPACING NOTE: • • • • • • • • • • • • • • • 'j-•••••• .. -;,,,'-.·· • • • • • ' .... , ... ..... •-...~ . • • • • • • ....... '~ ... • • • • • • • • 'a, • • ••••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • N U) ' I • I ,..,, I ' F.G. 01 I. MATCH EXISTING GATE HARDWARE HINDGES AND PANIC BAR. 2. GA TE SHALL BE SELF CLOSING AND SELF ~--+----FINISH GRADE LATCHING 3. MATCH EXISTING GATE PERFORATED MET AL 4. MATCH EXISTING GATE PAINT COLOR. 5. SPA GATE JAMB TO MATCH EXISTING. SEE LAYOUT AND MATERIALS PLAN WALL RAIL DETAIL 3•=1· -o· 05 METAL GATE 3/4"=1-0' 02 LPA • Ardiirecturt • Planning • Jntrrio,-Drrign • Landscape Arthitte~ • • • • 17848 Sky Parle Circle Irvine, CA 92714 • FM 714. 753.1618 • 714.753.1001 CONSTRUCTION DETAILS ----------------------- ~-~J::-; 'JEFFi'[/\IC r'l AN(:H[C!<ER D4 ff hl'PROVED FOR PLAKTING ,\~ll IRRIC~TION ONJ.Y, l'lc:J.lJDJNG PRfCJSF ,OCATION or· P~A\/TING I>, RFAS. "AS BUILT" _->'. p. 'HfET CITY OF CARLSBAD C::f-.EET~, 1 -------11-----+---+-----------------+----+---,i-----+----ll 9/L2.3 "1/\Md')'., [;!!','Yl!Jll•II _ _31 J I~-------------------~ ----+--__,_---+-----1•, T T T I. Ji: S lf Ji: Ji: T F' Cl R CARLSBAD SEAPOINT RESORT PH II --------------·--·- ;.,. I ' I I I. 111=1' -0" 12 , I I !!!! ~ THICKENED EDGE 1· = 1·-0· 14 CONC. STEPS 0000 W "'--------------------------------------------------·-----------------------------------------------------------------------------------------------------'' U~lUU ~ .l ...J_J...J...J 1.1.J ~~C'.)t, L:.. 6666 UJ llHt1 ,") Ln 0:: Piort.ing Dare/Time· Fri Mar 20 12:23:47 1998 Fi1e f.lO: i:\cadd\95018\5018lcd2.dgn C C: C C !fl u 0 0 "' u 0 0 ' 7' 6" I .f1",,- N -+ ~ -' T -{-; -' ' ,, -/ - ';. '"' sr = ' - I I I N -' -~, I -•-I ~ ----_J " ' " I I ,____~P=A~T~l◊~------~POQLSIDE "' ' N {) '\._) " C . 0 G 0 • 0 0 0 0 C o 0 • 0 PATIO SCREEN ENCLOSURE TW 67.50-, l'-0' 4'--'----=----,f-;:: __ 13 7 ) WT-WELD TO 3,fa" BASE PLATE - URETHANE PAINT STEEL GLAZING CHANNEL -URETHANE PAINT STAINLESS STEEL BOLT 3/8 "TEMPERED GLASS 2" WALL CAP FS 63.62 . Ir-3 1.0 '------=~=-=-=-=-=-=-=-=-=-tt~~....!.~ O,_ >-r- z ~ 0 ' N 0 ' . '-' IO f--------_/ 15 ~ ~ I· 2 __ T.W.c66.5 CONDITION 'A' 12" SPLIT FACE CMU ANCHOR BOLTS 3" = 1·-0· 17 WATERPROOF SEALER PER MANUFACTURERS RECOMMENDATION CUSTOM OUICKCRETE PRECAST CONCRETE POT /FINISH SEE LAYOUT AND MATERIALS PLAN -COLOR & FINISH TO MATCH EXISTING BUil T UP TOPPING SLAB IN CYLINDER PER SUBDRAINAGE PLAN SLOPE TO LOW POINT PERFERATED RIGID SUBDRAIN WRAP IN FILTER FABRIC CORE DRILL & SEAL -PLANTER WALL PENETRATION SEE DETAIL 'MIRAFI' 140N FILTER FABRIC SLOPED PRECAST SPANCRETE SLAB PER STRUCTURAL ENGINEERS PLANS ¾" DRAIN ROCK PLANTER DRAIN ROOTBALL BACKFILL ON DECK SEE DETAIL @ CONNECT TO SUBSURFACE DRAINAGE -VERIFY LOCATION IN FIELD r 0 ' "' 0 r- CY> ' ' ,.., V) w 0:: "' > r-:r: 0 w :r: [] El [] TF 67.50 -, TF 67.50 12 f-----~ TW 64.50 TW 64.50 ~--13 FS 63.62 0 . . . 'Ill II '"'1111 -=:II [I]1-----')= -1 Ill _ II_ ;fj~~ I' '1111-1111-1111-1111=1111 CONDITION 'B' CMU to motch existing Finish grade. 12 x 8 x 16 C.M.U. block wall. Fill all cells solid. Reinforcement per Structural Engineer. P.I.P. concrete footing. Dimensions and reinforcement per Structural Engineer. Gravel base as required by geotechnlcal report. [ii] @] @] ~ ~ ~ "' ' sr 0 O,_ ' >-r- CONDITION 'C' 5 TYP. Compacted sub-grade per geo-technlcol repor-t. Top of woll -to remain at conston-t level. Finish surface per plan ('is'\ Expansion Joint -see detail ~ 4" dia. perfora-ted pipe w/ I' cu. ft. minimum grovel -wrap pipe in filter fabric Bituthane waterproofing see specifications Guardrail -similar -to fence detail @ 2" precision cap block :::;, :,:::: ::-iv® WALL RAIL DETAIL STAIRS PER LAYOUT ANO MATERIALS PLAN RETAINING WALL CONDITIONS N r ,_____ ____ ___,._ __ 0 ' "' l N • . 0 f---'~-·._c,-;·•_: :•.-_o- 4 ••• 0 . . . 3'-0" k<--------12 0 . . . . . . . . . . .. ' .. .......... ... LPA • Architem.n • PJ.imuti.g • Interior Daign • !Atukape Architectu" • • • • 17848 Sky Park Circk ltviM, CA 92714 • FAX 714. 7 53.1618 • 714. 753.1001 ~•------------------------------------------------------------------------.~----.. --~ 08 SPLIT FACE CONCRETE BLOCK PLANTER WALL. -SEE LAYOUT AND MATERIALS PLAN 1/2" VERTICAL EXPANSION JOINT PATIO SLAB BEYOND ~W,~~L~A~N~--+-.---'tll,·~-1----~---.--_...___,,-+--'---,~I-----,---'--.--'----r--.__,._..,; ___ ..,..._.__-_.__ __ b _...___,,---L--,~1----'-+--,--..._-.-__.- ----~ CMU WALL :Y, =l'-0' 04 VARIES SEE PLAN 2" PRECISION CAP BLOCK -WIDTH SAME AS WALL ~W. EL•SEE PLANS ___ _ MATCH EXISTING WALL WA TERP ROOFING BY OTHERS -----,IV'----- SLOPED SLAB&-~ PRECAST SPANCRETE PANELS BELOW SEE STRUCTURAL FOR CONNECTION TO SLAB CMU WALL ¾" = 1'-0" 05 T.W. PER PLAN ~ -.---'"'-, ~--------PLANTER WALL W/WATERPROOF MEMBRANE ~--FINISH GRADE SOIL MIX- SLOPE TO SURFACE DRAINS 1--t--i!IIII_IIII 1111 1111 -1111-1111 1111 1111 REBAR PER STRUCTURAL 1-~t--------ENG. CMU IIE-------,,----DRAINAGE MEDIUM PER ARCH.PLANS ~-PERF. RIGID SUBDRAIN WRAP IN FILTER FABRIC CORE DRILL & SEAL PLANTER WALL PENETRATION SEE DETAIL ~-BUil T UP TOPPING SLAB IN TREE PLANTERS PER SUBDRAINAGE PLAN- SLOPE TO LOW POINT '---SLOPED SLAB & PRECAST SPANCRETE PANELS BELOW RETAINING WALL 3/, = 1'-0" 01 ,---------------CONCRETE ON BASE MATERIAL PER GEO- TECHNICAL REPORT SEE DETAIL EXPANSION JOINT@5 ,-----------1" CHAMFER LZ.Z ~---CONCRETE SEATWALL-REINF. PER STRUCTURAL PLANS LIGHT SANDBLAST FINISH ~--1/, TOOLED RADIUS -=II, . [Tii =-" " - C I c------DAMPROOFING ~-------COMPACTED SUBGRADE CONC. SEAT WALL 3/4" = l'-0' 02 CONSTRUCTION DETAILS II PPROVED FOR PLANT:NG AND IRRIGATION ONLY, INC:LlJDTNG PRECISE LOC:,\TlON OF PLANTING -~ RF.AS DATE Af'f'RO\/ED --------------- ENGi ~~ER iNG PLANCHECKER DAT[ ! r~ I I I A REVISION DESCRIPTION OThE.R Al'l'fWV4L RCE ____ E.X~- TITLE SHEET FOR CARLSBAD SEAPOINT RESORT PH. II SLOPES LANDSCAPE PLANS & __ 7?3-'j.~_ I JAH ~----------- ,~PP ROVED C·Wf'.I 3Y: JH/JP PROJECT NO C,ATE -1'-JITl_:I; C7K.L; 1,y: ~•~W_ CI TY .4P::,ROVAL Hvwr: F;Y: JY CT97-O6, ~-----365-IL !!!~ ~ CUSTOM POT 3/4•=1·-o· 12 0000 UJ ·---------------------------------------------------------------------------------------------------------------------------------------------------------------' uuuu ex: ...J ...J ...J ..J UJ IX) IX) a:11:0 u. 0000 i..LJ ttHn1run 0::: Plottlnq Date/Time: Mon May 26 14:23:08 1997 FIie No, i:\cadd\95018\50181cd6.dgn I 1 . GENERAL NOTES RECLAIMED WATER NOTES ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICTS "CARLSBAD RECLAIMED RULES & REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINs'' DATED OCTOBER 1993. FUTURE (PRIVATE) RECLAIMED WATER SYSTEM FOR 2 3. 4. DRINKING FOUNTAINS SHALL BE PROTECTED FROM SPRAY OF RECLAIMED WATER. BEST MANAGEMENT PRACTICES SHALL BE USED TO MINIMIZE RECLAIMED WTAER ENCROACHMENT ON PUBLIC FACILITIES SUCH AS PICNIC TABLES, BBQ'S, PLAYGROUNDS, SAND TOT LOTS, ETC. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE CARLSBAD SEAPOINTE RESORT PHASE II BEST EXTENT POSSIBLE, PONDING, RUN-OFF, OVER-SPRAY AND MISTING. HOSE BIBS ARE STRICTLY PROHIBITED. 5. ON-SITE CROSS-CONNECTIONS BETWEEN RECLAIMED WATER LINES AND POTABLE WATER LINES IS STRICTLY PROHIBITED. 6. 7. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT RULES AND REGULATIONS. 8.• THE IRRIGATION SYSTEM SHALL RUN BETWEEN THE HOURS OF 10:00 PM AND 6:00 AM THE FOLLOWING MORNING (SPOT IRRIGATION COULD BE DONE AT A DIFFERENT TIME WITH QUALIFIED SUPERVISION PERSONNEL ON SITE). 9. PROVIDE A MINIMUM OF AT LEAST 18 INCHES OF COVER OVER ALL WIRING AND PIPING. 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECLAIMED WATER WHETHER BY WINDBLOWN SPRAY OR DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION. WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION IS STRICTLY PROHIBITED 11 . 12. 13. 14. 15. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO PREVENT OVER- SPRAYING ON SIDEWALKS, STREETS, AND NON-DESIGNATED USE AREAS. RECLAIMED WATER QUICK COUPLING VALVES SHALL BE OF THE TYPE DESIGNATED FOR THE USE ON RECLAIMED WATER DISTRIBUTION SYSTEMS (SPIKES NOT EXCHANGABLE WITH POTABLE WATER QUICK COUPLER SPIKES) PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES ANO REGULATIONS. METERS SHALL BE SIZED BY THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. ALL IRRIGATION PIES SHALL BE STENCILED WITH THE WARNING 'NON POTABLE WATER' OR 'RECLAIMED WATER'. COLOR CODED (PURPLE) AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. ALL POTABLE WATER AND RECLAIMED WATER PIPING SHALL BE INSTALLED WITH THE STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH. 16. WHEN POTABLE WATER LINE AND RECLAIMED WATER LINE CROSS, THE RECLAIMED LINE SHALL BE INSTALLED WITHIN A PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND 10 FEET FROM EACH SIDE, FROM THE CENTER LINE OF POTABLE LINE, FOR A TOTAL OF 20 FEET. 17. A 10 FOOT HORIZONTAL SEPERATION BETWEEN POTABLE WATER ANO RECLAIMED WATER MAINS MUST BE MAINTAINED AT ALL TIMES. THE POTABLE LINES MUST BE INSTALLED ABOVE THE RECLAIMED LINE. 18. A MINIMUM OF 12 INCHES OF VERTICAL SEPERATION BETWEEN UTILITIES MUST BE MAINTAINED AT ALL TIMES. 19.• DEVELOPER / CONTRACTOR SHALL CONDUCT A CROSS-CONNECTION TEST AND COVERAGE TEST AS DIRECTED BY THE CARLSBAD MUNICIPAL WATER DISTRICT ENGINEER OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH PRIOR TO ANY USE OF RECLAIMED WATER. 20. QUICK COUPLING VALVES USED IN RECLAIMED WATER SYSTEMS SHALL CONFORM TO THE FOLLOWING. RECLAIMED WATER: QUICK COUPLING VALVES USED IN RECLAIMED WATER SYSTEMS SHALL HAVE ACME TYPE THREADS (SPIKES NOT INTERCHANGABLE WITH POTABLE WATER QUICK COUPLING SPIKES) AND PURPLE COLORED LOCKING COVERS PERMANENTLY ATTATCHED TO THE VALVE. QUICK COUPLING VALVES SHALL BE NELSON NO. 7643, HUNTER NO. HVOOA-RL-NP OR APROVED EQUAL. 21. AN ANNUAL CROSS CONNECTION INSPECTION WILL BE DONE BY EITHER CARLSBAD MUNICIPAL WATER DISTRICT OR SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NONINSPECTING PARTY. 22.• DEVELOPER SHALL SHOW THE LOCATION OF R.C. SIGNS "DO NOT DRINK" ON THESE PLANS. 23.• AN ON-SITE USER / SUPERVISOR SHALL BE DESIGNATED IN WRITING, THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW / CROSS CONNECTION PROTECTION, AND THE SPECIFIC REQUIREMENTS OF A RECLAIMED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE SIGNAGE NOTES THE FOLLOWING GUIDELINES FOR THE USE OF RECLAIMED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON 81 /2" X 11· SIZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. I. GUIDELINES FOR RECLAIMED WATER USE 1. IRRIGATE BETWEEN THE HOURS OF 10:00 PM AND 6:00 AM ONLY. WATERING OUTSIDE THE TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. 2. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, (I.E. EMPLOYING THE REPEAT FUNTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION. 3. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS ANO LOTS. AND STREETS AND SIDEWALKS. 4. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC. SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. 5. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINOUS BASIS OF THE PRESENCE OF RECLAIMED WATER. PERSONNEL MUST BE INFORMED THAT RECLAIMED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES. HAND WASHING. CLEANING OF TOOLS. ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY, IT IS IMPORTANT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. IT IS YOU. THE LANDSCAPE CONTRACTOR WHO IS RESPONSIBLE FOR EDUCATING EACH AND EVERY ONE OF YOUR EMPLOYEES. 6. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE ANO DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 7. ALL RECLAIMED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. A. TAGS SHALL BE WEATHERPROOF PLASTIC 3'' X 4" PURPLE IN COLOR WITH THE WORDS "WARNING RECLAIMED WATER -DD NOT DRINK'' IMPRINTED ON ONE SIDE, AND "AVISO -AGUA IMPURA -NO TOMAR" ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE TAG AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. B. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS. 1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP OR 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP OR 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. 8. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECLAIMED WATER SPRINKLER HEADS II. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS "RECLAIMED WATER USED FOR IRRIGATION" IN ENGLISH AND SPANISH, WITH BLACK LETTERS 1" HIGH ON A PURPLE BACKGROUND, THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. DECLARATION OF RESPONSIBLE CHARGE: I HEARBY DECLARE THAT I AM LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT. THAT I EXCERCISED 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 INSPECTION PROCEDURES 1. CITY CONSTRUCTION INSPECTION SHALL INCLUDE: A. LOCATION OF PIPE LINES. 8. TRENCH DEPTHS C. REQUIRED SEPARATION (HORIZONTALLY AND VERICALLY) D. PIPE IDENTIFICATION E. POINTS-OF-CONNECTION (POC'S) F. LOCATION AND IDENTIFICATION OF SPRINKLER HEADS G. WARNING SIGNS AT THE SITE ANO ON THE TRUCKS HAULING RECLAIMED WATER (IF RECLAIMED WATER IS USED FOR CONSTRUCTION). AN APPROVAL LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE OBTAINED FROM THE CITY AND THE DISTRICT, AND BE FORWARDED TO THE COUNTY HEALTH DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL. 2. DISTRICT FINAL INSPECTION SHALL INCLUDE: A. COVERAGE TESTS. AFTER COMPLETION OF THE SPRINKLER SYSTEM. TO DETERMINE THE ADEQUACY OF COVERAGE ON THE APPROVED USE AREA AND PROTECTION OF AREAS NOT APPROVED FOR RECEIVING RECLAIMED WATER. B. WARNING SIGNS ANO LABELS. C. QUICK COUPLING VALVES. D. ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY. RUNOFF AND PONDING. E. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. F. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, ETC. G. CROSS-CONNECTION. 3. ANNUAL INSPECTION SHALL INCLUDE: A COMPLETE INSPECTION WHICH SHOULD COVER PARTS "t:.', "B" AND '"G" OF THE DISTRICT FINAL INSPECTION. c::::J EXISTING RECLAIMED IRRIGATION TYPICAL SIGNS (SIZE) 1 2'' X 36"' r-----BLACK LOGO ~----PURPLE BACKGROUND 36" (N,T.S.) r---1'' BLACK LETTERS WARNING RECLAIMED WATER DO NOT DRINK RECLAIMED WATER AVISO -AGUA IMPURA NO TOMAR ---1'' BLACK LETTERS WARNING RECLAIMED WATER DO NOT DRINK AVISO -AGUA IMPURA NO TOMAR 18" X 18" SIZE SHEET INDEX SHEET TITLE SHEET NUMBER LANSCAPE NOTES AND SCHEDULE 1 /L0.1 LAYOUT MATERIALS PLAN 2/L 1. 1 ENLARGEMENT PLAN 3/L 1.2 GRADING PLAN 4,5/L 1.3, L 1.4 SUBSURFACE DRAINING PLAN 6/L 1.5 ELEVATION 7 /L2.1 CONSTRUCTION DETAILS 8,9, 1 O/L2.2, L2.3, L2.4 RECLAIMED WATER / TITLE SHEET 11/L3.1 IRRIGATION PLAN 12/L3.2 IRRIGATION LEGEND 13/L3.3 IRRIGATION DETAILS 14/L3.4 IRRIGATION SPECIFICATIONS 15, 16/L3.5, L3.6 PLANTING PLAN 17/L4.1 PLANTING DETAILS 18, 19/L4.2, L4.3 -- PLANTING SPECIFICATIONS 20,21 /L4.4, L4.5 I MAINLINE___/ EXISTING R/P BACKFLOW DEVIC-"E~--xf T~H~l{~i tiiNECTION POINT (FROM PHASE ONE) EXISTING RECLAIMED WATER CONNECTION ALL SYMBOL RCW LANDSCAPED AREAS ~ ' Cl.. <O >--t-~ • $ ... LEGEND DESCRIPTION PROPOSED RECLAIMED WATER SYSTEM PROPOSED IRRIGATION SYSTEM MAINLINE AREA OF RECLAIMED WATER USE LOCATION OF CONNECTION POINT(S) - METER AND BACKFLOW PREVENTION "DO NOT DRINK" SIGN LOCATIONS VICINITY MAP PACIFIC OCEAN t NORTH NOT TO SCALE POINSETTIA LN, ALGA ROAD NUMBERS SHALL BE PROVIDED TO THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH AND CARLSBAD MUNICIPAL WATER DISTRICT. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS OF WORK, OF MY RESPONSIBILITES FOR .060 ABS PLASTIC OR STICK-ON VINYL SIGNS ALSO .. 01 6 016 ALUMINUM, .060 ABS PLASTIC 24. 25. IN CASE OF EMERGENCY CONTACT MAINTENANCE SUPERVISIOR OR AFTER HOURS CONTACT MAINTENANCE SUPERVISIOR ERIC SIEGEL ERIC SIEGEL @ (61 9) 434-702D @ (619) 434-7020 SHOW ALL PUBLIC AND PRIVATE POTABLE WATER MAINS ON IMPROVEMENT PLANS. ON RECLAIMED WTAER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEARDS, VALVE BOXES, ETC.) SHALL BE COLOR CODED PURPLE PER AWWA GUIDELINES AND SECTION 404954 OF THE CALIFORNIA HEALTH AND SAFETY CODE. • ITEMS 8, 19 & 23 SHALL BE REQUIRED JUST PRIOR TO THE ACTUAL USE OF RECLAIMED WATER. * ITEM 22 THE SIGNAGE SHALL BE A PART OF THIS I.P. BUT THE ACTUAL SIGNS ANO TAGS WILL BE INSTALLED JUST PRIOR TO ACTUAL USE OF RECLAIMED WATER. PROJECT DESIGN. FIRM NAME AND ADDRESS: TELEPHONE NUMBERS: REGISTRATION NUMBERS: EXPIRATION OATES: DEVELOPER NAME ANO ADDRESS: LPA ONE VENTURE, SUITE 300 IRVINE, CA 92718 (714) 753-1001 / (714) 753-1618 FAX 3816 April 30, 1996 CONTINENTAL COMMERCIAL CORPORATION 5050 AVENIDA ENCINAS, SUITE 200 CARLSBAD, CA 92008 TELEPHONE NUMBERS: (619) 431-8500 ~--------~-~----------- CARLSBAD MUNICIPAL WATER DISTRICT -4,..k~ <' :::2"-¾, ! , 2 · z z -,a WILLIAM E. PLUMMER, DISTRICT ENGINEER DATE R.C.E. 28176 SAN DIEGO COUNTY OEPARTMENT OF ENVIRONMENTAL HEALTH ~r APPROVED BY: DATE LANDSCAPE ARCHITECT OF WOR BY: LPA NAME: JOE YEE L.A.: REG. NO. 3816 ALUMINUM 2" BLACK LETTERS OR S11CK-ON VINYL SIGNS. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASSISTANT PLANNING DIRECTOR AND DISTRCT ENGINEER PRIOR TO IMPLIMENTATION IN FIELD. APPROVED FOR PLANTING APPROVED AND IRRIGATION ONLY, ~d.Jv'~ -·--Zi1:*''"-L ENGINEERINir' PLANCHKER D E INCLUDING PRECISE LOCATION OF PLANTING "~- AREAS. _, DRAW!\"" D.Z. "'"'··-·" APPROVED D.Z. .JOB NO. 117-22 --·· ~""" DATE 2.20.QB K SCALE "-···"---~- DATE: MARCH 6, 1995 DATE INITIAL EXP.: APRIL 30, 1996 ENGINEER OF WOR~ REVISION DESCRIPTION "AS BUil T'' Sweene;r: &. Associates, Inc. lr-r-1,ge.tlon Dealgn &. Con•Yltlng \. • 'It ""'~• 28441 Rancho Callfonia Rd. Ste. K : ..,.'! DATE RCE EXP. Temecut&. CA 82580 ~ ff¥ ~ Pl,. 909·885·2387 FBX. 909--686-2487 • ~ . • REVIEWED BY: E""f'Mil, LSCovmicro.com "'(I~, ,o'f- INSPECTOR DATE I SHEET ! 1 5215 I CITY OF CARLSBAD 111 /L3. ~ PLANNING DEPARTMENT TITLE SHEET FOR: . . SEAPOINT RESORT PHASE II APPROVED #fe/ "7:23·[{_ ASSISTANT PLANNING DIRECTOR DATE DWN BY: RF PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: LS OTHER APPROVAL CITY APPROVAL RVWD BY: CT97-06 365-IL tll 0 I N Oo IJ) 0 0 LO I N m 0 u 1. GENERAL NOTES RECLAIMED WATER NOTES ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICTS "CARLSBAD RECLAIMED RULES & REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINs'' DATED OCTOBER 199.3. FUTURE (PRIVATE) RECLAIMED WATER SYSTEM FOR 2. DRINKING FOUNTAINS SHALL BE PROTECTED FROM SPRAY OF RECLAIMED WATER. BEST MANAGEMENT PRACTICES SHALL BE USED TO MINIMIZE RECLAIMED WTAER ENCROACHMENT ON PUBLIC FACILITIES SUCH AS PICNIC TABLES, BBQ'S, PLAYGROUNDS, SAND TOT LOTS, ETC. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE CARLSBAD SEAPOINTE RESORT PHASE II .3. 4. 5. 6. 7, 8.• 9. 10. 11. 12. 1.3. 14. 15. 1 6. 17. BEST EXTENT POSSIBLE, PONDING, RUN-OFF, OVER-SPRAY AND MISTING. HOSE BIBS ARE STRICTLY PROHIBITED. ON-SITE CROSS-CONNECTIONS BETWEEN RECLAIMED WATER LINES AND POTABLE WATER LINES IS STRICTLY PROHIBITED. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT RULES AND REGULATIONS. THE IRRIGATION SYSTEM SHALL RUN BETWEEN THE HOURS OF 10:00 PM AND 6:00 AM THE FOLLOWING MORNING (SPOT IRRIGATION COULD BE DONE AT A DIFFERENT TIME WITH QUALIFIED SUPERVISION PERSONNEL ON SITE). PROVIDE A MINIMUM OF AT LEAST 18 INCHES OF COVER OVER ALL WIRING AND PIPING. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECLAIMED WATER WHETHER BY WINDBLOWN SPRAY OR DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION IS STRICTLY PROHIBITED. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO PREVENT OVER- SPRAYING ON SIDEWALKS, STREETS, AND NON-DESIGNATED USE AREAS. RECLAIMED WATER QUICK COUPLING VALVES SHALL BE OF THE TYPE DESIGNATED FOR THE USE ON RECLAIMED WATER DISTRIBUTION SYSTEMS (SPIKES NOT EXCHANGABLE WITH POTABLE WATER QUICK COUPLER SPIKES) PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. METERS SHALL BE SIZED BY THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. ALL IRRIGATION PIES SHALL BE STENCILED WITH THE WARNING 'NON POTABLE WATER' OR 'RECLAIMED WATER', COLOR CODED (PURPLE) AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. ALL POTABLE WATER AND RECLAIMED WATER PIPING SHALL BE INSTALLED WITH THE. STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH. WHEN POTABLE WATER LINE AND RECLAIMED WATER LINE CROSS, THE RECLAIMED LINE SHALL BE INSTALLED WITHIN A PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND 10 FEET FROM EACH SIDE, FROM THE CENTER LINE OF POTABLE LINE, FOR A TOTAL OF 20 FEET. A 10 FOOT HORIZONTAL SEPERATION BETWEEN POTABLE WATER AND RECLAIMED WATER MAINS MUST BE MAINTAINED AT ALL TIMES. THE POTABLE LINES MUST BE INSTALLED ABOVE THE RECLAIMED LINE. 18. A MINIMUM OF 12 INCHES OF VERTICAL SEPERATION BETWEEN UTILITIES MUST BE MAINTAINED AT ALL TIMES. 19.• DEVELOPER / CONTRACTOR SHALL CONDUCT A CROSS-CONNECTION TEST AND COVERAGE TEST AS DIRECTED BY THE CARLSBAD MUNICIPAL WATER DISTRICT ENGINEER OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH PRIOR TO ANY USE OF RECLAIMED WATER. 20. QUICK COUPLING VALVES USED IN RECLAIMED WATER SYSTEMS SHALL CONFORM TO THE FOLLOWING. RECLAIMED WATER: QUICK COUPLING VALVES USED IN RECLAIMED WATER SYSTEMS SHALL HAVE ACME TYPE THREADS (SPIKES NOT INTERCHANGABLE WITH POTABLE WATER QUICK COUPLING SPIKES) AND PURPLE COLORED LOCKING COVERS PERMANENTLY ATTATCHED T() THE VALVE. QUICK COUPLING VALVES SHALL BE NELSON NO. 764.3, HUNTER NO. HVOOA-RL-NP OR APROVED EQUAL 21. AN ANNUAL CROSS CONNECTION INSPECTION WILL BE DONE BY EITHER CARLSBAD MUNICIPAL WATER DISTRICT OR SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. . COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NONINSPECTING PARTY. 22.* DEVELOPER SHALL SHOW THE LOCATION OF R.C. SIGNS "DO NOT DRINK'' ON THESE PLANS. 2.3.* AN ON-SITE USER / SUPERVISOR SHALL BE DESIGNATED IN WRITING, THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW / CROSS CONNECTION PROTECTION, AND THE SPECIFIC REQUIREMENTS OF A RECLAIMED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE SIGNAGE NOTES THE FOLLOWING GUIDELINES FOR THE USE OF RECLAIMED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON 81 /2" X 11" SIZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. I. GUIDELINES FOR RECLAIMED WATER USE 1. IRRIGATE BETWEEN THE HOURS OF 10:00 PM AND 6:00 AM ONLY. WATERING OUTSIDE THE TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. 2. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, (I.E. EMPLOYING THE REPEAT FUNTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION. .3. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND LOTS, AND STREETS AND SIDEWALKS. 4. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC. SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. 5. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINOUS BASIS OF THE PRESENCE OF RECLAIMED WATER. PERSONNEL MUST BE INFORMED THAT RECLAIMED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, ANO IS NOT APPROVED FOR DRINKING PURPOSES, HAND WASHING, CLEANING OF TOOLS, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY, IT IS IMPORTANT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. IT IS YOU, THE LANDSCAPE CONTRACTOR WHO IS RESPONSIBLE FOR EDUCATING EACH AND EVERY ONE OF YOUR EMPLOYEES. 6. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 7. ALL RECLAIMED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. A. TAGS SHALL BE WEATHERPROOF PLASTIC 3" X 4" PURPLE IN COLOR WITH THE WORDS "WARNING RECLAIMED WATER -DO NOT DRINK" IMPRINTED ON ONE SIDE, AND "AVIS□ -AGUA IMPURA -NO TOMAR" ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR, USE TAG AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. B. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS. 1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP OR 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP OR 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. B. ALL SPRINKLER HEADS SHALL BE IDENTIFlED AS RECLAIMED WATER SPRINKLER HEADS II. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS "RECLAIMED WATER USED FOR IRRIGATION'' IN ENGLISH AND SPANISH, WITH BLACK LETTERS 1" HIGH ON A PURPLE BACKGROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. DECLARATION OF RESPONSIBLE CHARGE: I HEARBY DECLARE THAT I AM LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT. THAT I EXCERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 670.3 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. INSPECTION PROCEDURES 1. CITY CONSTRUCTION INSPECTION SHALL INCLUDE: A. LOCATION OF PIPE LINES. B. TRENCH DEPTHS C. REQUIRED SEPARATION (HORIZONTALLY AND VERICALLY) D. PIPE IDENTIFICATION E. POINTS-OF-CONNECTION (POC'S) F. LOCATION AND IDENTIFICATION OF SPRINKLER HEADS G. WARNING SIGNS AT THE SITE AND ON THE TRUCKS HAULING RECLAIMED WATER (IF RECLAIMED WATER IS USED FOR CONSTRUCTION). AN APPROVAL LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE OBTAINED FROM THE CITY AND THE DISTRICT, AND BE FORWARDED TO THE COUNTY HEALTH DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL 2. DISTRICT FINAL INSPECTION SHALL INCLUDE: A. COVERAGE TESTS, AFTER COMPLETION OF THE SPRINKLER SYSTEM, TO DETERMINE THE ADEQUACY OF COVERAGE ON THE APPROVED USE AREA AND PROTECTION OF AREAS NOT APPROVED FOR RECEIVING RECLAIMED WATER. 8. WARNING SIGNS AND LABELS. C. QUICK COUPLING VALVES. D. ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF ANO PONDING. E. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. F. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, ETC. G. CROSS-CONNECTION. 3. ANNUAL INSPECTION SHALL INCLUDE: A COMPLETE INSPECTION WHICH SHOULD COVER PARTS "/\', "s" AND "G" OF THE DISTRICT FINAL INSPECTION. EXISTING RECLAIMED IRRIGATION TYPICAL SIGNS ~----BLACK LOGO ~----PURPLE BACKGROUND 3611 (N.T.S.) ~--1" BLACK LETTERS WARNING RECLAIMED WATER DO NOT DRINK RECLAIMED WATER AVISO -AGUA IMPURA TOMAR WARNING RECLAIMED WATER DO NOT DRINK AVIS□ -AGUA IMPURA NO TOMAR 18" X 18" SIZE ' SHEET INDEX SHEET TITLE SHEET NUMBER LANSCAPE NOTES AND SCHEDULE 1 /LO. 1 LAYOUT MATERIALS PLAN 2/L 1.1 ' ENLARGEMENT PLAN .3/L 1.2 ' . GRADING PLAN 4,5/L 1 .3, L 1.4 • ' SUBSURFACE DRAINING PLAN 6/L 1.5 ELEVATION 7 /L2.1 CONSTRUCTION DETAILS 8,9, 1 O/L2.2, L2 . .3, L2.4 RECLAIMED WATER / TITLE IRRIGATION PLAN IRRIGATION LEGEND IRRIGATION DETAILS IRRIGATION SPECIFICATIONS PLANTING PLAN PLANTING DETAILS PLANTING SPECIFICATIONS CJ i I SHEET 11 /L.3. 1 , ' 12/L.3.2 13/L.3 . .3 14/L3.4 15, 16/L3.5. L.3.6 17 /L4. 1 1 8, 19 /L4.2, L4 . .3 20,21 /L4.4, L4.5 -'=---GATE VALVE, TYP. MAINLINE__/ EXISTING R/P BACKFLOW (FROM PHASE ONE) AT PHASE II CONNECTION POINT EXISTING RECLAIMED WATER CONNECTION SYMBOL RCW ALL LANDSCAPED AREAS • $ T LEGEND DESCRIPTION PROPOSED RECLAIMED WATER SYSTEM . PROPOSED IRRIGATION SYSTEM MAINLINE AREA OF RECLAIMED WATER USE LOCATION OF CONNECTION POINT(S) - METER AND BACKFLOW PREVENTION "DO. NOT DRINK" SIGN LOCATIONS VICINITY MAP PACIFIC OCEAN t NORTH NOT TO SCALE ALGA ROAD NUMBERS SHALL BE PROVIDED TO THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH AND CARLSBAD MUNICIPAL WATER DISTRICT. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS OF WORK, OF MY RESPONSIBILITES FOR (SIZE) 12" X .36" -.060 ABS PLASTIC OR STICK ON VINYL SIGNS ALSO .. 016 ~--1" BLACK LETTERS .. 016 ALUMINUM 060 ABS PLASTIC 24. 25. IN CASE OF EMERGENCY CONTACT MAINTENANCE SUPERVISIOR OR AFTER HOURS CONTACT MAINTENANCE SUPERVISIOR ERIC SIEGEL ERIC SIEGEL @ (619) 4.34-7020 (619) 434-7020 SHOW ALL PUBLIC AND PRIVATE POTABLE WATER MAINS ON IMPROVEMENT PLANS. ON RECLAIMED WTAER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEARDS, VALVE BOXES, ETC.) SHALL BE COLOR CODED PURPLE PER AWWA GUIDELINES AND SECTION 404954 OF THE CALIFORNIA HEALTH AND SAFETY CODE. • ITEMS 8, 19 & 2.3 SHALL BE REQUIRED JUST PRIOR TO THE ACTUAL USE OF RECLAIMED WATER. • ITEM 22 THE SIGNAGE SHALL BE A PART OF THIS I.P. BUT THE ACTUAL SIGNS AND TAGS WILL BE INSTALLED JUST PRIOR TO ACTUAL USE OF RECLAIMED WATER. PROJECT DESIGN. FIRM NAME AND ADDRESS: TELEPHONE NUMBERS: REGISTRATION NUMBERS: EXPIRATION DATES: DEVELOPER NAME AND ADDRESS: LPA ONE VENTURE, SUITE 300 IRVINE, CA 92718 (714) 75.3-1001 / (714) 75.3-1618 FAX .3816 April 30, 1996 CONTINENTAL COMMERCIAL CORPORATION 5050 AVENIDA ENCINAS, SUITE 200 CARLSBAD, CA 92008 TELEPHONE NUMBERS: (619) 4.31-8500 ..----------~---'--------------, CARLSBAD MUNICIPAL WATER DISTRICT -44~. <~r ...... 7.zz-'le WILLIAM E. PLUMMER, DISTRICT ENGINEER DATE R.C.E. 28176 SAN DIEGO COUNTY DEPARTMENT OF A O~.U-,'t/ ~ :;,. ,c,/ APPROVED BY: ENVIRONMENTAL HEAL TH ~r DATE LANDSCAPE ARCHITECT OF WOR BY: LPA NAME: JOE YEE LA.: REG. NO. 381 6 ALUMINUM 2". BLACK LETTERS --------· OR STICK-ON VINYL SIGNS. • REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASSISTANT PLANNING DIRECTOR AND DISTRCT ENGINEER PRIOR TO IMPUMENTATION IN FIELD. APPROVED FOR PLANTING APPROVED 4_ Zf..?-~~G AND IRRIGATION ONLY, ~~ EN~ PLA'"ii:HKER INCLUDlNG PRECISE LOCATION OF PLANTING AREAS. DRAWN D.Z. APPROVED D.Z. JOB NO. 97-22 DATE 2,20.98 K SCALE DATE: MARCH 6, 1995 DATE INITIAl ENGINEER OF WOR! REVISION DESCRIPTION EXP.: APRIL .30, 1996 "AS BUILT' Sweene~ & Associates, Inc . ll"r'"lg•·t1an D•Algr11 a.. con•u1t1ng .,~ .. 11?4' ,.,t-"~ DATE 28441 Roncl1o Caiffw~• Rd. Ste. K . ~ a , RCE EXP. z To"""""8, CA 92690 • a ; z Ph. IIOCHIH-2387 Fu. 809-fl86·2467 . . REVIEWED BY: ~-mail, LSC.vmi;,ro.com -t (, .0 I "i Q ~ INSPECTOR DATE ml r SHEET ! CITY OF CARLSBAD ~11 /L3.1I PLANNING DEPARTMENT ' TITLE SHEET FOR: SEAPOINT RESORT ' ' _PHASE II o~~/; APPROVED 72$-f! -:? / _.,t /:: .,,, ' ASSISTANT PLANNING DIRECTOR DATE DWN BY: RF PROJECT NO. DRAWING NO. DATE INfTIAL DATE INfTIAL CHKD BY: LS OTHER APPROVAL CITY APPROVAL RVWD BY: CT97-06 365-IL I tt C I N 0c Lf 0 ~ l)'.'.'. .. C. ( INLINE FROM PHASE ONE. CONNECT TO EXISTING IRRIGA~:~tD M:ITH OWNER'S AUTHORIZED VERIFY ACTUAL LOCA10T~NT6N COMMENCING WORK. REPRESENTATIVE PR () 0 0 0 8 6 .l6 25 23 --"I -KJ .. _'{/fl- SURFS/1}£ . I G R.O.W. TYP. f /4' Ji ~. :% < FDRM£RL y PDNTD PROPERTY LINE MAl~LINf 18 Ff'.0H f.DbE ap i<JA.I.J'. " J I, i • I i 1- / -.ol "' Ii I . I 11 I 11 I M 4• ii I er, I I [1 I ~All-I LI fJc 14 I fl>D~ t.Lil"B R.O.W. TYP. 37 37 38 .. I I ---i--.. r- ' I WATFR PRESSllRE CAI ClJI ADONS I I~ I :~!::~~RE (esl) I ,r I I ,~f I "AS BU IL T'' &. Associates, Inc. Sweeney .. Oon.ultlng .I D••lgn lr-r-la• <>n ~ e ,,. . (-rfttt4Y DATE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 28441 Alnc:llo Cdlomll Ro. 8le. K t•iJ:l •'\ TlffllKIIII, CA 82580 ..., ~ • l"IL UOR-ftM-ISftT r:u:_ D09-a&-H87 • ~ ..-JL "'u 1° E-mal• LSCevil'ict"O.COr'II O I R~EW~i8f' &~ t!:q-:9 _ _ _L~~P,"------INSPECTOR APPROVED DATE ~ CITY OF CARLSBAD ENGINEERING PLANCHECKER i>eVl61DN6 ...... -. ---+1-_-_-_-_ft~-'-"_"--_.L._lt __ ,.,_~_-i PLANNING DEPARTMENT ~ 17-1 /2 ':>. A.6 e,U' c.T t-t==~~~==----========t= -+---t-, IRRIGATION PLAN FOR: RESORT SEAPOINT PHASE II I s21 I =i========= ==== ==== ===~==~==~==~=== =++== ==== =+t== ==~f===1====1 APPROVED ,,./4 IJ 7 2S. f $·_ ---==-o~~';f.,1£,,-<~TIC~==== DATE -=,;:;;~=-----;c~.lf~. t==~==+ ========-t---c=::t==t===I ASSISTANT p ING DIRECTOR £RAWNL L=====~====~====----====-+--+--t--=::r==i PROJECT NO. DRAWING NO. APPRovEo n.z. --···-.. -+---DA~rr=--+-::,N:;:;rn;;A~L, ~~Ds;;,,-=,~~=F==== CT97-06 365-IL ~~~====;;:;;d=ii=1~~F==~;~;;;;;;---~1~_l~DA~T~Et_l_ll~NIT!!!IA~L+=;=:;;~~7 RVWD BY: PTION OTHER APPROVAL Cl1Y APPROVAL JOB '10. DATE INITIAL REVISION DESCRI 11.18.87 DD~AT~E:_ __ -:-:::-::;;~~;;:i ENGINEER OF WOR -1/16"=1'-o" SCALE .- 0 Lf) I N O') 0 3: • • u c@ o□ 0 0 FF 64, 0 FG j£, 0 (J 'RY 1· ,· ~· 0 8 25 0 23 ~ tC "--..; i:::; "--l ~ ::3 0 0 ~ ~ -.... CCNMECT TO EXISTING IRRIGATION liWNUHE FROM PI-IASE ONE.----.. ..,,.. ACTI.W.. LOCATIOH IN FIELD WtTM OWN£R'S AlJTHORIZED ~ PlltlOR TO COMM£NCING WORK, --·- I" I LAN£ <FDRM£RL Y PDNTD ·r PROPERTY LINE TYP. ING VA.LVe. 1t/ Fl'-0"1 IW6ot o.f' kJAL-K I FRANCISCAN ROAlJ 9 UN TS) . MAltJ LltJf 18" ( 2,) VA\YE. ":, FJZ.ol-1 W6f ~DE.D OF IIIAL 1!. (---=-~ I I ::::s 7' Q.) ' ),...._ ~ -·-- f...;: vi ---l 39 16 CiO -37 37 NOTE: I I I I I I I I I I I i I I I I I i I I I I I /-.J ·---. I I -- 1 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 MAINLINE SMOWN WITHIN .WING FOR CLARllY ONLY, ACTUAL WAINUNE LOCATIO TO BE A MINIMUM OF 18" OFF ADJACENT HAROS AND OTMER OBSTACLES lYP, LOCATE ACTUAL MAINLINE WITH PtANfER-ANO OUT OF ROW. CONTROLLER SHALL BE IRRITROL MOD. I MC-12-PLUS 8, INSTALL.ED IN STAINLESS STEEL ENCLOSURE (SEE LEGEND FOR TYPE). FINAL t ' I ...,,. • .. ,.. NOTE: BUBSLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CI.AAITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL 9E ALIGNED WITH TREES AND AS DIRECTED BY OWNER'S MJTHORIZEO REPRESENTATIVE. CONFIRM ALL LAYOUT IN FIELD WITH OWN£R"S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORI<. HAS BUILT" sw...,.y • Aaaooilltu, Inc. -~~/4 lrrl--Deel .. n a. CIUeae II-C ~ ... , .... c....Ad.lw.l( : ·~ 7 ~ µ LOCATION OF COHTROLl.ER ANO ELECTRICAL ?OC SHALL BE CONFIRMED WITM OWNER'S AU™ORIZED RE?RESENTATIVE PRIOR TO COMMENCING WORK. CONTRACTOR SHALL ROUTE WIF!ES FROM CONTROLLEF! TO EXISTING MASTER \/AL.VE (LOCATED ON ?HASE ONE, VERIFY LOCATION IN FIELD PRIOR TO COMMENCING WORK) ANO SHALL PRO\/IDE AND INSTALL MASTER 1/AJ..\/E INTERFERENCE RELAY />S REQUlRED FOR PROPEF! OPERATION. 4'··~·. '••,. ' flCEE p :'d · '5 Ph. .. -If I Fu. IOI -$SP • • . L .. T......._CAalllD j ! w APPROVED FOR PLANTING APPRO\/ED -• ,c, 1, • =-• ••, 1 o ~ ~'Act==,, I ' AND IRRIGATION ONLY, ENGINEERING PLANCMECl<ER DATE IN CTOR DATE INCLUDING PRECISE rfm1~~1~a:t~,,:tu,~~e,~~~1i.;'.f:r:J~~:zv~1,;if10~..t;6::::::::::::::':::r::::J::::]ri~~BCJP!2'.:]":===~~~~========~=:::;l:~ LOCATION OF PLANTING -----+-----------,1-------------t---+--------1----+----I ~ CI TY OF" CAR LS BAD SMEITS .. AREAS. ,,r ~ PLANNING DEPARTMENT 2 1 i ])RA,.WN APPROVED 1-----+---+-----lba-___ __."-"-______ -+--+---+---+-----t IRRIGATION PLAN FOR: c.w. 1-----+--+------------------t---+---+---r----t APPROVED o.z. SEAPOINT RESORT PHASE II V 723'-ft'' ""="""'==-=------~ ---------J---1------+------------------l----l-----1---1--------1 ~~AS::S::IS:::::TANT:::::::::~P'::_:::::::::::::::;""'~:::__:::__=._::__::__=-=-=-=-=-=-=-=-=-,::;-;::::::=DA:::::T::::E=~ ;:,,;JO:.:B~No:._ _____ -1---t--------+----------------t-----t-----i----t---l DWN BY: ---PROJECT NO DRAWING N~, DATE INITIAL DATE INITIAL DATE INITIAL CH"D = , REVISION DESCRIPTION OTHEII I.PPROVM. CITY APPROVAL ~D ;;.;---CT97-06 365-lli DATE 11-lU.U? SCALE 1/UI" •1'-o" ENGINEER or WOR 0 LI") I N m • u SYMBOL Q r H F t,_ -""-_,h_ V w "" w [:I i3 B EE ~ ~ l""I ■ ~ I.iii " e e • ~ ~ e • Ql G e $ "' '"' ... v' @ NOT SHOWN IWI - @ • [Q NOT SHOWN !El [El -------- NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL MANUFACT. RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD VALCON P.0.C. NIBCO NELSON RAIN BIRD IRRITROL STRONGBOX w.c.s. N/A AS APPROVED AS APPROVED AS APPROVED AS APPROVED AS APPROVED RAIN BIRD T. CHRISTY'S AMETEK AS APPROVED I IRRIGATION MATERIAL LEGEND MODEL NO. / DESCRIPTION GPM 1806-SAM-1 O-LA-PCS-020/030/040 POP-UP TURF HEAD W/N.P. CAP .20, .30, .40 1806-SAM-1 O-LA-PCS-040/060/090/1 75 POP-UP TURF HEAD W/N.P. CAP .39, .52, .79, 1.57 1806-SAM-12-PCS-060/090/125/260 POP-UP TURF HEAD W/N.P. CAP .65, .67, 1.3, 2.6 1806-SAM-15-PCS-090/125/175/370 POP-UP TURF HEAD W/N.P CAP .93, 1.23. 1.85. 3.70 1806-SAM-15EST/SST-PCS-060/125 POP-UP TURF HEAD W/N.P. CAP .61, 1 .21 1812-SAM-.1 O-LA-PCS-020/030/040 POP-UP SHRUB HEAD W/N.P. CAP .20, .30, .40 .39, .52, .79, 1.57 .65, .87, , .3, 2.6 1812-SAM-10-LA-PCS-D40/060/090/175 POP-UP SHRUB HEAD W/N.P. CAP 1812-SAM-12-PCS-060/090/125/26D POP-UP SHRUB HEAD W/N.P. CAP 1812-SAM-15-PCS-090/125/175/370 POP-UP SHRUB HEAD W/N.P. CAP .93, 1.23. 1.85, 3.70 1812-5AM-15EST/SST-PCS-D60/125 POP-UP SHRUB HEAD W/N.P. CAP 1806-SAM-5F-B-PCS-040 SHRUB STREAM BUBBLER W/N.P. CAP 1806-SAM-5F-•B-PCS-D40 TURF STREAM BUBBLER W/N.P. CAP 1404-P.C. BUBBLER (EACH SYMBOL REPRESENTS TWO BUBBLERS PER TREE, TYP.) 5000 SERIES ADV. ON ALL SPRINKLERS W/ LOW HEAD DRAINAGE .61, 0.40 0.40 .9, 1 .21 1 .6, 3.4 CONNECT TO EXISTING IRRIGATION MAINLINE FROM PHASE ONE, VERIFY LOCATION IN FIELD PRIOR TO COMMENCING WORK T-113 BRONZE GATE VALVE, LINE SIZE PER MAINLINE 7645 QUICK COUPLER VALVE, INSTALLED INSIDE A 1 O" ROUND VALVE BOX, INSTALLED A MINIMUM DISTANCE OF 100' ON CENTER FOR THE ENTIRE LENGTH OF MAINLINE PEB-B-PRS SERIES PLASTIC PRESSURE REDUCING REMOTE CONTROL VALVE, SIZE AS SHOWN MC-12-PLUS B CONTROLLER ASSEMBLY, SIZE AS SHOWN SB-1 BSS STAINLESS STEEL ENCLOSURE RG/RG-VR "RAINGAURD" RAIN SENSOR, MOUNT ON ENCLOSURE AND WIRE TO CONTROLLER 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN. VERIFY ACTUAL LOCATION IN FIELD RECLAIMED WATER PVC PIPE 3/4" -3" CL. 200 AS LATERAL LINES 12" BELOW GRADE, ALL PIPING SHALL BE COLOR CODED PURPLE AND MARKED AS INDICATED IN RECLAIMED WATER NOTES, SEE SHEET RECLAIMED WATER PVC PIPE 21 /2" CL. 315 AS MAINLINES 24" BELOW GRADE, ALL PIPING SHALL BE COLOR CODED PURPLE AND MARKED AS INDICATED IN RECLAIMED WATER NOTES, SEE SHEET RECLAIMED WATER PVC PIPE SCH. 80 AS SLEEVING UNDER VEHICULAR PAVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED. PLACE BELOW ALL VEHICULAR PAVING, AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. PIPING SHALL BE COLOR CODED PURPLE AND MARKED AS INDICATED IN RECLAIMED WATER NOTES, SEE SHEET PSI 30 30 30 30 30 30 30 30 30 30 30 30 50 RECLAIMED WATER PVC PIPE SCH. 40 AS SLEEVING UNDER PEDESTRIAN AND PRIVATE DRIVEWAY PAVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED. PLACE BELOW ALL VEHICULAR PAVING, AND AS DIRECTED BY OWNER"S AUTHORIZED REPRESENTATIVE. PIPING SHALL BE COLOR CODED PURPLE ANO MARKED AS INDICATED IN RECLAIMED WATER NOTES, SEE SHEET IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED) ST-03 GREY "SNAP-TIT(' WIRE CONNECTORS AND PT-SS SEALER RECLAIMED WATER VALVE I.D. TAGS, ONE PER R.C.V., B.V., AND MCV. ALL VALVE BOXES ARE TO BE PURPLE COLORED PLASTIC TYPE W/ RECLAIMED WATER MARKINGS AND BOLT DOWN LIDS CONCRETE THRUST BLOCKS TO BE INSTALLED ON THE IRRIGATION MAINLINE AT ALL DIRECTION CHANGES THRUST BLOCKS TO BE ONE CUBIC FOOT MINIMUM, MAXIMUM HEIGHT TO BE f5' WHEN INSTALLED ON CONCRETE STRUCTURAL SLAB VALVE NUMBER -G.P.M. VALVE SIZE RADIUS 5 FT 10 FT 12 FT 15 FT 4X1 5 FT 5 FT 10 FT 12 FT 15 FT 4Xl 5 FT 6 IN. 6 IN. 25 FT DETAIL A A A A A A A A A A A A B N/A N/A C D E F F N/A G G H H G,H,I N/A N/A N/A 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 A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. 2 THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. 3 THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. 4 THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. 5 THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS. 6 DO NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE 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 SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. 7 INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CfTY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. 8 ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTER AND THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 9 CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE TO THE END OF THE MAINLINE RUN IN TWO DIRECTIONS FROM THE CONTROLLER. 10 ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE TWICE THE DIAMETER OF THE PIPE CARRIED. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED TO EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 17 PAST THE EDGE OF THE PAVING. ALL SLEEVES TO BE AS SHOWN ON THE PLANS. 11 ALL QUICK COUPLER VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL QUICK COUPLER VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL QUICK COUPLER VALVES WITHIN 18" OF HARDSCAPE. 12 ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIS INCLUDES, BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS . 13 INSTALL POP-UPS WITHIN 1 O' OF ALL PEDESTRIAN USES. "AS BUILT" Sweeney & Associates, Inc. lrrlg•tlo,n O••lgn • Con•ul~lng RCE ____ EXP. 1!8Ut -Cdlornlo Rd. Ste. K ;t'i'••-,, TtllffltlCI.N, CA 92690 ~ ~ Pb. _.,2387 Fn. II0&---2487 . , REVIEWED BY; DATE APPROVED FOR PLANTING APPROVED E--111111-LSC•vt11cro..oom .., "o 1 1 ,;i 1- ~~==-c---=c---,--,-c-::c-,-,=-c--,-~----------~---c---ENGINEERING PLANCHECKER DATE INSPECTOR DATE AND IRRIGATION ONLY, INCLUDING PRECISE L._Lo_c_A_TI_◊_~_E_o!_s_P_LAN_r_rN_G----1':=_-:=_-:=_-=._-=,~-=._-=._-=._:_===========-·~-~--~~~~~~--~~-::._-_-=.:-=.-=.-=.-=.:_-=.-=.-=.:-=.-=.-=.=:===: ~ CITY PLA~N~G £P~!~N~ BAD LnJ IRRIGATION LEGEND & NOTES FOR: 1------,-------,-.. -----------------+----+--+---+------I SEAPOINT RESORT PHASE II ':!_D~RA~W'.':_N':'__ ___ ___,:'.J,:'..I::!..,__:C~.A~. t---,--i--·----------------t--·--+----+-----t------t :c======:;c,;~=;:,============~ APPROVED .. 0-z /J r/ __£2? 7/&k' l 25· 7X J.SS--IS-T-ANl'-1'1_,.---;r[Ai,<',,,£-N-IN-G~DI_R_EC_T_O_R _____ ~ 6ATE AP-PROVED J.P .1-----+----t----------.. ---------+-----+-----t---+--------1 JOB NO. 97-22 .::...:..:=-.:c.:..-----------ll----t----1---------------·----+-----+---+---+-------I 5.12.97 DATE DATE INITTAL SCALE ENGINEER OF WOR~ REVISION DESCRIPTION DATE INITIAL DATE INITTAL OTHER APPROVAi.. CITY APPROVAi.. DWN BY; _RF~-- CHKD BY: _LS __ _ RIIIVD BY: PROJECT NO. CT97-06 DRAWING NO. 365-IL -.-- 0 Ul I N m u SYMBOL Q T H F I,_ -""--4>. V w "If w ['3 G El 83 [!! ["I l""I ■ El [.oil I,__ ---...... ~ <' e • ~ ~ e • (9 0 e EB "' '"" " 9 ® NOT SHOWN 1W) .... @ • lr:l NOT SHOWN re IE] -------- NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL MANUFACT. RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD ' RAIN BIRD RAIN BIRD VALCON P.O.C. NIBCO NELSON RAIN BIRD IRRITROL STRONGBOX w.c.s. N/A AS APPROVED AS APPROVED AS APPROVED AS APPROVED AS APPROVED RAIN BIRD T. CHRISTY'S AMETEK AS APPROVED I IRRIGATION MATERIAL LEGEND MODEL NO. / DESCRIPTION GPM 1806-SAM-1D-LA-PCS-020/030/040 POP-UP TURF HEAD W/N.P. CAP .20, .30, .40 1806-SAM-1O-LA-PCS-040/060/090/175 POP-UP TURF HEAD W/N.P. CAP .39, .52, .79, 1.57 1806-SAM-12-PCS-060/090/125/260 POP-UP TURF HEAD W/N.P, CAP .65, .87, 1.3, 2.6 1806-SAM-15-PCS-090/125/175/370 POP-UP TURF HEAD W/N.P. CAP .93, 1.23, 1.85, 3.70 1 B06-SAM-15EST/SST-PCS-060/125 POP-UP TURF HEAD W/N.P, CAP 1812-SAM-_1 O-LA-PCS-020/030/040 POP-UP SHRUB HEAD W/N.P. CAP 1812-SAM-10-LA-PCS-040/060/090/175 POP-UP SHRUB HEAD W/N.P. CAP 1812-SAM-12-PCS-060/090/125/260 POP-UP SHRUB HEAD W/N.P. CAP 1812-SAM-15-PCS-090/125/175/370 POP-UP SHRUB HEAD W/N.P. CAP 1812-SAM-15EST/SST-PCS-060/125 POP-UP SHRUB HEAD W/N.P. CAP 1806-SAM-5F-B-PCS-040 SHRUB STREAM BUBBLER W/N.P. CAP 1806-SAM-5F-B-PCS-040 TURF STREAM BUBBLER W/N.P. CAP 1404-P.C. BUBBLER (EACH SYMBOL REPRESENTS TWO BUBBLERS PER TREE, TYP.) 5000 SERIES ADV, ON ALL SPRINKLERS W/ LOW HEAD DRAINAGE .61, 1.21 .20, .30, .40 .39, .52, .79, 1.57 .65, .87, 1.3, 2.6 .93, 1.23, 1.85, 3.70 .61 , 1.21 0.40 0.40 .9, 1.6, 3.4 CONNECT TO EXISTING IRRIGATION MAINLINE FROM PHASE ONE, VERIFY LOCATION IN FIELD PRIOR TO COMMENCING WORK T-113 BRONZE GATE VALVE, LINE SIZE PER MAINLINE 7645 QUICK COUPLER VALVE, INSTALLED INSIDE A 1 a• ROUND VALVE BOX, INSTALLED A MINIMUM DISTANCE OF 100' ON CENTER FOR THE ENTIRE LENGTH OF MAINLINE PEB-B-PRS SERIES PLASTIC PRESSURE REDUCING REMOTE CONTROL VALVE, SIZE AS SHOWN MC-12-PLUS B CONTROLLER ASSEMBLY, SIZE AS SHOWN SB-1 BSS STAINLESS STEEL ENCLOSURE RG/RG-VR "RAINGAURD" RAIN SENSOR, MOUNT ON ENCLOSURE AND WIRE TO CONTROLLER 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD RECLAIMED WATER PVC PIPE 3/4'' -3" CL. 200 AS LATERAL LINES 12" BELOW GRADE, ALL PIPING SHALL BE COLOR CODED PURPLE AND MARKED AS INDICATED IN RECLAIMED WATER NOTES, SEE SHEET RECLAIMED WATER PVC PIPE 21/2" CL. 315 AS MAINLINES 24" BELOW GRADE, ALL PIPING SHALL BE COLOR CODED PURPLE AND MARKED AS INDICATED IN RECLAIMED WATER NOTES, SEE SHEET RECLAIMED WATER PVC PIPE SCH. 80 AS SLEEVING UNDER VEHICULAR PAVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED. PLACE BELOW ALL VEHICULAR PAVING, AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. PIPING SHALL BE COLOR CODED PURPLE AND MARKED AS INDICATED IN RECLAIMED WATER NOTES, SEE SHEET PSI 30 30 30 30 30 30 30 30 30 I ! 30 30 30 50 RECLAIMED WATER PVC PIPE SCH. 40 AS SLEEVING UNDER PEDESTRIAN AND PRIVATE DRIVEWAY PAVING, TWICE THE DIAMETER WIRE BUNDLE CARRIED. PLACE BELOW ALL VEHICULAR PAVING, AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. PIPING SHALL BE COLOR CODED PURPLE AND MARKED AS INDICATED IN RECLAIMED WATER NOTES, SEE SHEET OF PIPE OR IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED) ST-03 GREY "SNAP-TITE" WIRE CONNECTORS AND PT-S5 SEALER RECLAIMED WATER VALVE I.D. TAGS, ONE PER R.C.V., B.V., AND MCV. ALL VALVE BOXES ARE TO BE PURPLE COLORED PLASTIC TYPE W/ RECLAIMED WATER MAIRKINGS AND BOLT DOWN LIDS CONCRETE THRUST BLOCKS TO BE INSTALLED ON THE IRRIGATION MAINLINE AT ALL DIRECTION CHANGES THRUST BLOCKS TO BE ONE CUBIC FOOT MINIMUM, MAXIMUM HEIGHT TO BE ft' WHEN INSTALLED ON CONCRETE STRUCTURAL SLAB VALVE NUMBER ~G.P.M. VALVE SIZE RADIUS 5 FT 10 FT 12 FT 15 FT 4X15 FT 5 FT 10 FT 12 FT 15 FT 4X15 FT 6 IN. 6 IN. 25 FT DETAIL A A A A A A A A A A A A B N/A N/A C D E F F N/A G G H H G,H,I I N/A N/A N/A APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DRAWN J.I., C.A. APPROVED 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 A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CAIRRIED OUT BY THE CONTRACTOR. 2 THE CONTRACTOR SHALL VERIFY THE LOCATIONS DF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. 3 THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. 4 THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. .\ 5 THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS. 6 DO NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE 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 SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO ANY WORK 0~ THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. 7 INSTALL ALL EQUIPMENT Af3 SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. 8 ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTER AND THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 9 CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE TO THE END OF THE MAINLINE RUN IN TWO DIRECTIONS FROM THE CONTROLLER. 10 ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE TWICE THE DIAMETER OF THE PIPE CARRIED. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED TO EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 1 t' PAST THE EDGE OF THE PAVING. ALL SLEEVES TO BE AS SHOWN ON THE PLANS. 11 ALL QUICK COUPLER VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL QUICK COUPLER VALVES TO BE INSTALLED Af3 SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL QUICK COUPLER VALVES WITHIN 1 f!' OF HARDSCAPE • 12 ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND AIRCS SHOWN ON THE PLANS. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIS INCLUDES, BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCJ:REW, REPLACEMENT OF PRESSURE COMPENSATING SCREENS, REPLACEMENT DF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS • 13 INSTALL POP-UPS WITHIN 1 O' OF ALL PEDESTRIAN USES. 11 .. AS BUil 1' Sweeney. & Associates, Inc. lr-rla•tlon •O••lc:an &, OOn•1,d'tlng 211441 -Cdlomll Rd. Ste. K l'~•~c. r-...-. CA 82$80 ~ ; PII. __.23117 Fu. --2-187 • • RCE ____ EXP. ___ _ REVIEWED BY: E"'ffld L8C•YmCfO.COffl "f u O 1 1 a., DATE ENGINEERING PLANCHECKER DATE INSPECTOR DATE t-------t---t--------------+-----+-----1 [SHm7 'CITY OF CAR LS BAD ~ ~ PLANNING DEPNID,AENT U!J IRRIGATION LEGEND & NOTES FOR: SEAPOINT RESORT PHASE II APPROVED J.P.t---+---t-----------------+---+---+--+---l APPROVED ~ 1/ 7 '7 C:-1". . ;--? 7-if,,i:.•' ' 2,-,. 71', JOB NO. 97-22 DATE 6.12.97 DATE 1NfTIA1. DAlE INITIAL SCALE ENGINEER DF WOR REVISION DESCRIPTION OTHER APPROVAL DAlE INfTIA1. CrTY APPROVAL M:,--s-,s-t-AN"T'-?i~-;~,.c..,,.=-N-IN~G~D-IR_E_C_TO-R------OATE DWN BY: _,.R=-F __ CHKO BY: _LS=--- RVWD BY: PROJECT NO. CT97-06 I DRAWING NO. . 365-IL ii ' ..-- 0 Lf) I N O'l • 0 ------FINISH GRADE IN TURF AREAS PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE: STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "RC'/" AND CONTROL STATION # ONTO LID. ALL VALVE 80 ES TO BE PURPLE INDICATING RECLAIMED WATE:R. ~ FINISHED GRADE IN SHRUB AREAS 111ui1w pl!llffllllllfflfflffl!l}--~!::f';l±f--24" WIRE LOOP 11---rT-= ---r"=rl:R:lrl f;;~~:,:i:;::-ir---VALVE ID TAG LATERAL -PVC THD. ELL SCH 80 PVC c_---l"'"f--11:----CONTROL VALVE ,c----SCH 80 PVC NIPPLE TYP. z;;.i--BRICK SUPPORTS SCH. 80 UNION---~ E o---IRRIGATION MAINLINE 3/4" CRUSHED GRAVEL TWO CUBIC FEET ~-------LANDSCAPE FABRIC SECTION VIEW -N T s CONTROL VALVE METER BOX W/ METER------~ SIDEWALK 1 I CURB f -24"=-=--1 APPROX. B" 12• MINIMUM POTABLE SERVICE LINE-----------<- RECLAIMED WATER IRRIGATION MAINLINE W/ SLEEVE NOTE; VERTICAL CLEARANCE OF 12" MINIUMUM IS MANDATORY WHEN CROSSING PATH OF A POTABLE WATER LINE. INSTALLATION OF RECLAIMED WATER IRRIGATION MAINLINE 24" FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 1 O' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN THE STREET. j POTABLE SERVICE LINE CROSSING STREET SURFACE -----l POTABLE MAINLINE------~ (SEE IMPROVEMENT DRAWINGS) t 12" MINIMUM REQUIRED VERTICAL SEPARATION 3.5 FEET SLEEVE RECLAIMED WATER IRRIGATION MAINLINE ~--,Q NOTE: ALL RECLAIMED WATER IRRIGATION PIPING AND SLEEVES SHALL BE PURPLE AND LABELED AS SPECIFIED IN: "STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMs" "CARLSBAD RECLAMATION RULES ANO REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINs" OCTOBER 1993 K POTABLE MAINLINE CROSSING NOTE: ~----FINISHED GRADE IN TURF AREAS ,---=,---PLASTIC ROUND VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT NUT AND WASHER. HEAT BRAND "acl/' ONTO LID. ALL VALVE BOXES TO BE PURPLE INDICATING RECLAIMED WATER. QUICK COUPLER KEY WrTH MALE HOSE BIB CONNECTION AS SHOWN. KEY MUS CLEAR VALVE BOX ~ FlNISHED GRADE IN SHRUB AREAS I-----11-=-'-'=--QUICK COUPLER VALVE SEE LEGEND FOR SPEC. tiir--+----STAINLESS STEEL CLAMP BRICK SUPPORTS ----:;::----DURA PRE-ASSEMBLED SWING JOINT WITH Q)IIE PIECE BRASS MIPT NIPPLE MOD. fl 1-Al 912 '-y----1....'S,t:_j.-->--MAINLINE, SEE SPECS. i--------114 x 36" REBAR STAKES. ~ REQUIRED ~-------LANDSCAPE FABRIC ~---------3/4" ROCK, 1 CUBIC FT. SECTION VIEW -N I S USE TEFLON TAPE ON ALL THREADED FITTINGS TYPICAL. D QUICK COUPLER ~------LOW VOLTAGE WIRES, 3 MAXIMUM ~--OUTER CASE OF CONNECTOR STRIP AND TWIST WIRES FOR PROPER CONNECTION CRIMP COPPER SLEEVE INSTALLED WfTH RECOMMENDED TOOL CONNECTOR INSERT------------~ NOTE: FILL OUTER CASE WITH SEALER PRIOR TO FINAL ASSEMBLY. WIRE CONNECTION I FINISHED GRADE IN TURF AREAS II PLASTIC ROUND VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT NUT AND WASHER. HEAT BRAND "Gv" ONTO LID. ALL VALVE BOXES ti□ BE PURPLE INDICATING RECLAIMED WATER. :; FlNISHED GRADE IN SHRUB AREAS __ ,..... ___ _,_ _____ 6" PVC CL. 160 PIPE " 0 <!,; '%r,~8----~ '-" BRICK SUPPORTS OJvi oo~ -~•wP ----ONE CUBIC FOOT o--HO"o• 3/4" CRUSHED GRAVEL 'i;'f'>~,;:, SCH 40 PVC COUPLING o•'-iQo0 00.0~~01', •• ~------SCH 80 PVC T.O.E. SECTION VIEW NTS NIPPLE. ff' LONG C DIMENSION 1/2" TO 4" IN SIZE GATE VALVE ~r-11-+'1r--SAND BACKFILL COMPACTED B I I TO THE DENSITY OF EXISTING SOIL . A.---.-_1111! LATERAL LINES CONTROL WIRES I ITT ·1 A B 1 ff ,36" 1 ff ,36" Ill 111=---- C D 1 :t' ,36" 4• UNDISTURBED SOIL PRESSURE MAINLINE PVC SLEEVES TO BE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDU CARRIED. DETAIL ALSO FOR PIPE INSTALLED IN ROCK SOIL. SECTION VIEW -N T S SLEEVES TO BE AS FOLLOWS: -MAINLINE, WIRING, LATERALS UNDER VEHICLE P"VING SH ... LL BE PVC SCH. 80 W/3ft' COVE -M"INLINE, WIRING UNDER PEDESTRIAN PAVING SHALL BE PVC SCH. 40 W/11!" CbVER -LATER"LS UNDER PEDESTRIAN PAVING SHALL BE PVC SCH. 40 W/12" COVER H SLEEVE INSTALLATION PROVIDE TWO RAIN BIRD 1404 2 GPM BUBBLERS PER TREE ~-----RUBBER DRAIN CAP MISSION RUBBER CO. NO. 0704-015, 4" ~!!!!!!!!!!!!!!!!11"""~~==,~~-.,_-----FINISH GRADE + + + + . + + + + . + + + + + + + + + + + + ~-----BUBBLER HEAD, SEE LEGEND FOR SPECIFICATION TOP 1" BELOW FlNISH GRADE t---t-'~~-------SCH BO NIPPLE, LENGTH ~Tffi:" AS REQUIRED, 2 REQUIRED ,;r:=r;,-*-1+-'e~--------VALCON 1/'l" ANTI DRAIN VALVE ~-------INSTALL SPRINKLER HEAD FLUSH WITH FlNISHED GRADE IN llJRF AREAS 1-1 I P--fil-:I 11 I I lc::I 1 )I I I II Tn1 11IT I IIEIII:::: :111-111 II .------POP-UP SPRINKLER HEAil, SPRAY OR ROTOR SEE LEGEND FOR SPECIFICATION ,.. _____ INSTALL SPRINKLER HEAD 1/2" ABOVE FINISHED GRADE IN SHRUB AND GROUND COVERS AREAS 111mu1mt1J~ ~jillj~illjjj~-----UNDISTURBED SOIL §TITT~ -------NATIVE SOIL I: -1 + + !, I il.llm1 11rr =111=111=1 PRE-ASSEMBLED TRIPLE SWING JOINT. + + + + + + + + -1111- -------PVC LATERAL LINE --... ______ DRILL THROUGH PIPE ." O 1 /'1" PVC ELL (SxT) Oet-,p----------4• DIA. x 36" LONG . PERFORATED PVC DRAIN PIPE • FILL WITH 3/ 4" GRAVEL TO . NOTE: PVC TYi'!.:,._ WITH □-RINGED JOINTS, MIPT INL~, AND MIPT OUTLET LAY LENGTH TO BE 6" MINIMUM SIZE AS PER SPRINKLER OUTLET ~---SCH 40 PVC SxSxT TEE FITTING LATERAL x SPRINKLER INLET SIZE LATERAL LINEb SEE SPECIFICATIONS FOR 1YPE AN DEPTH REQUIRED -"---l-'~....:....--1--,._. ___ ,L_J BOTTOM OF CHECK VAL VE INSTALL SPRINKLER HEADS 6" FROM PAVING EDGE IN GROUND COVER AREAS. INSTALL SPRINKLER HEADS 4" FROM PAVING EDGE IN TURF AREAS. ~--------------AMMENDED BACKFILL ~-----------------ROOT BALL OF TREE INSTALL SPRINKLER HEADS PLUMB. ADJUST SPRAYS OR NOZZLE STREAM TO COVER LANDSCAPE AAEA WITHOUT OVERSPRAY ONTO PAVING. FENCES. WALLS OR BUILDINGS. B BUBBLER PSI 7 ■ 3755 51k it 3717 1111□71 .. DIMENSION A B C I /'i' TO 2-1 /T IN SIZE 111" 12" 4" S' TO fi IN SIZE 24" X 4• SECTION VIEW -N. T.S. FINISH GR ... DE LATERAL LINES, SEE SPECS. PRESSURE MAINLINE, SEE SPECIFICIITIONS CONTROL WIRES, SEE SPECS. A POP-UP SPRINKLER ~--STAINLESS STEEL ENCLOSURE SEE LEGEND FOR SPECIFICATION ,---RAIN SHUT-OFF DEi/iCE, REFER TO LEGEND FOR SPECIFICATION ,--7-~::::!_ ___ IRRIGATION CONTROLLER G GFI TYPE SWITCH W/ ON-OFF SWITCH TERMINAL STRIP AND CONTROL WIRES 1" PVC ELECTRICAL SWEEP FOR FLOW SENSOR WIRES EPOXY SEALANT / ,,,c CONCRETE PAD AS PER CONTROLLER // ENCLOSURE MANUFACTURER'S SPECS. FINISH GRADE 3" PVC ELECTRICAL SWEEP FOR LOW VOLTAGE CONTROL WIRES -----------1• PVC ELECTRICAL SWEEP FOR 110 VOLT POWER WIRES l---~-~--3/4" X 96" COPPER GROUND ROD SECTION VIEW _ ~~N;ECT AS PER MANUFACTURER G Pl PE INST ALLA Tl ON F CONTROLLER -"--,--n "AS BUILf' Sweenell'. & Associates, Inc. 1rr-1ga~1on □e111r,1,g,,. • GOn•ul't:lng ,•~· • • 28,&41 Rancho Calfomll Rd. Ste. I( : ~ DATE T~. CA 82680 "'-,~ a RCE ____ ·-··· EXP. .J ""'' ;., Ph. OOQ-6Q6•2387 Fax. aoo-ea&-2487 • . E-mai~ LSCOY!llicro.CDffl -f 1ft,' 1 0 ~ REVIEWED BY: ·- APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE INSPECTOR DATE LOCATION OF PLANTING ------··· ~ CITY OF CARLSBAD ls2, I AREAS. .., .. ,, ______ -· ,., . ----- . PLANNING DEPARTMENT .,., . -· . ··--IRRIGATION DETAIL SHEET FOR: .. .. , ... SEAPOINT RESORT .. ---PHASE II DRAWN c.w. ---, .. APPROVED D.Z. .... ----APPROVED~ 725·7~ ·- . .. -·---·····-"'" .. .. ···- .. . .... ,. __ . -ASSISTANT ,..,_,.,.,.,ING DIRECTOR DATE J08 NO. ___ ,, __ . . DWN BY: RF PROJECT NO DRAWING NO. DATE 11.19.97 DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY, LS -· REVISION DESCRIPTION .. ,. CT97-06 365-IL ENGINEER OF wom OTHER APPROVIIL CITY APPROVAL fNWD BY, SCALE N.T.S. .- 0 L() I N m • . u .-------FINISH GRADE IN TURF AREAS ~ill~illf -. III-rn---' W-w-:_ m _ rr: LATERAL-- FEMALE AOAP,-<>--' SCH. 80 PVC PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TD HARDSCAPE EDGE. HEAT BRAND "RCY' AND CONTROL STATION # ONTO LID. AUL VALVE BO S TO BE PURPLE INDICATING RECLAIMED WATER. :!!' -FlNISHED GRADE IN SHRUB AREAS Jlllllltllll!llllllllffl.>-~Hf;;'l:J±---24° WIRE LOOP ,:f=t:.,-j ~~:::;:e!J:::;:-t-----VALVE ID TAG ~---PVC THO. El'.L. SCH 60 PVC "L--~'""f-JI\----CONTROL VALVE ..-------SCH 80 PVC NIPPLE TYP. BRICK SUPPORTS SCH. 80 UNIO,,.._--~ ,__ __ IRRIGATION MAINLINE 3/ 4" CRUSHED GRAVEL TWO CUBIC FEET ~-------LANDSCAPE FABRIC SEGIIPN YI EW N I S E CONTROL VALVE METER BOX W/ METER ------~ SIDE'NALK --------1 CURB------~ f APPROX. 8" POTABLE SERVICE LINE --------.t -24"==--1 12" MINIMUM RECLAIMED WATER IRRIGATION MAINLINE W/ SLEEVE NOTE: VERTICAL CLEARANCE OF 1 :t' MINIUMUM IS MANDATORY WHEN CROSSING PATH OF A POTABLE WATER LINE. INSTAl,.LATION OF RECLAIMED WATER IRRIGATION MAINLINE 24" FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN THE STREET. J POTABLE SERVICE LINE CROSSING STREET SURFACE -----, POTABLE MAINLINE------~ (SEE IMPROVEMENT DRAWINGS) t 1 :t' MINIMUM REQUIRED VERTICAL SEPARATION RECLAIMED WATER IRRIGATION MAINLINE -0----1 NOTE: 3.5 FEET SLEEVE ALL RECLAIMED WATER IRRIGATION PIPING AND SLEEVES SHALL BE PURPLE AND LABELED AS SPECIFIED IN; "STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMs" "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINs" OCTOBER 1993 K POTABLE MAINLINE CROSSING NOTE: ,------FINISHED GRADE IN TURF AREAS ,----::::;::--PLASTIC ROUND VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT NUT AND WASHER. HEAT BRAND "QCY' ONTO LID. ALL VALVE BOXES TO BE PURPLE INDICATING RECLAIMED WATER. QUICK COUPLER KEY WITH MALE HOSE BIB CONNECTION AS SHOWN. KEY MUS CLEAR VALVE BOX FlNISHED GRADE IN SHRUB AREAS I ----¥,J.li=W=--QUICK COUPLER VALVE SEE LEGEND FOR SPEC. mr--t----STAINLESS STEEL CLAMP _,,.--BRICK SUPPORTS --:::----DURA PRE-ASSEMBLED SWING JOINT WITH Qr,IE PIECE BRASS MIPT NIPPLE MOD. If 1-A1912 y--_D,;LJ-__J'---MAINLINE, SEE SPECS. t---------114 x 36" REBAR STAKES, !1 REQUIRED '----------U\NDSCAPE FABRIC '------------3/4" ROCK, 1 CUBIC FT. SECTION YIEW -N,T.S USE TEFLON TAPE ON AUL THREADED FITTINGS TYPICAL D QUICK COUPLER ,---------LOW VOLTAGE WIRES, 3 MAXIMUM ~---OUTER CASE OF CONNECTOR STRIP AND TWIST WIRES FOR PROPER CONNECTION CRIMP COPPER SLEEVE INSTALLED WITH RECOMMENDED TOOL CONNECTOR INSERT------------~ NOTE: FILL OUTER CASE WITH SEALER PRIOR TO FINAL ASSEMBLY. WIRE CONNECTION ~--------FINISHED GRADE IN TURF AREAS 1 !!PLASTIC ROUND VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT NUT AND WASHER. HEAT BRAND "G'/ ONTO LID. ALL VALVE BOXES TO BE PURPLE INDICATING RECLAIMED WATER. '·'l"'iil~ -----FINISHED GRADE IN SHRUB AREAS m.11-""I = IlJ' ~~---GATE VALVf. W/HAND WHEEL Wn%!)rr r------ir---'--t-....,..':11-------0 PVC CL. 1 60 PIPE 0 ~ ~C::ii::1-----BRICK SUPPORTS 8 • 0!.o'!_~ ;e~'-"f'W------ONE CUBIC FOOT 'l:'~~ 3/4" CRUSHED GRAVEL 0 i_'; ~o SCH 40 PVC COUPLING 0°.o:iro'io .. " '--------SCH 60 PVC T.0,E, SECTION VIEW -N I 5 NIPPLE, o LONG C GATE VALVE r.:--'""'.'""".'"-~7"•· ".'". -;-. -7 ..... , .. ,---.. -,--;:_~::-. ,,-------:,------~-PAVING DIMENSION A B C 1/-r' TO 4" IN SIZE 18" ,36" 1 a" ,36" 1-r ,36" SECJION YIEW N,J S SLEEVES TO BE AS FOLLOWS: D 4• SAND BACKFlLL COMPACTED TO THE DENSITY or EXISTING SOIL LATERAL LINES CONTROL WIRES UNDISTURBED SOIL PRESSURE MAINLINE PVC SLEEVES TO BE TWICE THE DIAMETER OF THE PIPE OR W1RE BUNDLE CARRIED. DETAIL ALSO FOR PIPE INSTALILED IN ROCK SOIL -MAINLINE, WIRING, LATERALS UNDER VEHICLE PAVING SHAUL BE PVC SCH. 80 W/36" COVE -MAINLINE, WIRING UNDER PEDESTRIAN PAVING SHALL BE PVC SCH. 4D W/18" COVER -LATERALS UNDER PEDESTRIAN PAVING SHAUL BE PVC SCH. 40 W/1-r' COVER H SLEEVE INSTALLATION PROVIDE TWO RAIN BIRD 1404 2 GPM BUBBLERS PER TREE .,,------RUBBER DRAIN CAP MISSION RUBBER CO. .---------INSTALL SPRINKLER HEAD FLUSH WITH FlNISHED GRADE IN TURF AREAS + + . + + . + . + . + . + + . + + . + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + NO. 0704-015, 4" ~~-------FINISH GRADE ~-----BUBBLER HEAD, SEE LEGEND FOR SPECIFICATION TOP 1 ° BELOW FINISH GRADE '-"-1->1'1-==4--------SCH 80 NIPPLE, LENGTH AS REQUIRED, 2 REQUIRED -----\I=I;i._f--H-==.+-----------VALCON 1 /2" ANTI DRAIN VALVE illn= 10• •: • -------NATIVE SOIL -------PVC LATERAL LINE ---...... ______ DRILL THROUGH PIPE ......_ _____ 1/2" PVC ELL (SxT) .,.. __________ 4" DIA. x 36" LONG PERFORATED PVC DRAIN PIPE FILL WITH 3/4" GRAVEL TO BOTTOM OF CHECK VALVE NOTE: t-------POP-UP SPRINKLER HEAD, SPRAY OR ROTOR SEE LEGEND FOR SPECIFICATION /i' INSTALL SPRINKLER HEAD 1/2" -ABOVE FINISHED GRADE IN SHRUB I I lffifil;:;1~ ANO GROUND COVERS AREAS ~ 1-----UNDISTURBED SOIL 1,1 11 !j=j=~jj"Jgj= ,----PRE-ASSEMBLED TRIPLE SWING JOINT, PVC TYi;'~ WITH 0-RINGED JOINTS, MIPT INt.r.1 AND MIPT OUTLET LAY LENGTH TO BE o MINIMUM SIZE AS PER SPRINKLER OUTLET ~---SCH 40 PVC SxSxT TEE FlffiNG LATERAL x SPRINKLER INLET SIZE LATERAL LI~~,._ SEE SPECIFICATIONS FOR TYPE ANU DEPTH REQUIRED INSTALL SPRINKLER HEADS 6" FROM PAVING EDGE IN GROUND COVER AREAS. INSTALL SPRINKLER HEADS 4" FROM PAVING EDGE IN TURF AREAS. L----------------AMMENDED BACKFlLL ~-----------------ROOT BALL OF TREE INSTALL SPRINKLER HEADS PLUMB. ADJUST SPRAYS OR NOZZLE STREAM TO COVER U\NDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS. B BUBBLER DIMENSION A B t/'l' TO 2-1/,r IN SIZE 1 a" 1-r S' TO ft' IN SIZE 24" X SECTION VIEW -N.T.S. C 4• 4• FINISH GRADE PRESSURE MAINLINE, SEE SPECIFIC.t. TIONS CONTROL WIRES, SEE SPECS. A POP-UP SPRINKLER ,---STAINLESS STEEL ENCLOSURE SEE LEGEND FOR SPECIFICATION ,---RAIN SHUT-OFF DEVICE, REFER TO LEGEND FOR SPECIFICATION ,-~7-..J!.':==------IRRIGATION CONTROLLER . .. ~ . ~-IJ~l!_ : •.... GFI lYPE SWITCH W/ ON-OFF SWITCH TERMINAL STRIP AND CONTROL WIRES 1" PVC ELECTRICAl SWEEP FOR FLOW SENSOR WIRES EPOXY SEALANT CONCRETE PAD AS PER CONTROLLER ENCLOSURE MANUFACTURER'S SPECS. •,"-.•.·,' ""· 1""1 '!'!!liiiil ,----FINISH GRADE 3" PVC ELECTRICAL SWEEP FOR _II' LOW VOLTAGE CONTROL WIRES .._ _______ 1" PVC ELECTRICAL SWEEP FOR 110 VOLT POWER WIRES l-------3/4" X 9o COPPER GROUND ROD CONNECT AS PER MANUFACTURER SECTION VIEW -N I 5 G Pl PE INSTALLATION F CONTROLLER Sweeney & Associates, Inc. "AS BUil T'' lrr•a•~•on De•lliiiln &. C0on•u•~•na 2&4♦1 Raneho C■lfcmia Ad. 8111. K /'" 0 'c. Temecula, CA 92690 ~ ~ Ph. ao&-ell6'2887 F■L 1108-11111!-2'87 , , RCE ____ EXP. ___ _ DATE E·malli LSC•vmicra.cam .,, ~ 0 1 -< .i.., REVIEWED BY: APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. INSPECTOR DATE l----+--+-------------4---+---+-----+--I f"sHml CITY OF CAR LS BAD I SH2EET1S I ~ PLANNING DEPARTMENT DRAWN c.w. APPROVED IRRIGATION DETAIL SHEET FOR: SEAPOINT RESORT PHASE II D Z ,__ __ -t---1------------------+----t---+--+-J,--------I APPROVED f · ·• 27 C -------------i I_A ;~s~s~1_s~T_A~N~T1JJ]]1_NtG~D~IR~EC~T~O~R;;;;;;~·~~~A~~~(~ '~ JOB NO. ~ DWN BY: -----e'R-=-F__ PROJECT NO. DATE 11. 19.97 DATE INmAL DATE INmAL DATE INmAL CHKD BY: _L_S~-- SCALE N.T.S. ENGINEER OF WOR REVISION DESCRIPTION OTHER ~PPROVAL CITY APPROVAL L'RVW=O.,_,,_BY._,_:===~ CT97-06 DRAWING NO. 365-IL ...- 0 L() I N en . 0 u PART I -GENERAL 1.01 SUMMARY SECTION 02811 LANDSCAPE IRRIGATION A. It ,s the intent of the specifications and drawings that the finished system 1s co'Tlplete ,n every respect and shall be ready far operation satisfactory to the Owner. 8. The work shall include ell matericls, labor, services, transportation, and equipment necessary to perform the work as indicated an the drawings, in these specification, and os necessary to complete the contract. I .02 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 ,nvestigote 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 diagrammatic 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 specifically mentioned ,n \he 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 showr on both. The Landscape Architect shall have final authority for clorificotion. B. C. D. E. 1.07 A. B. C. The Contractor shall not willfully install the irrigation system as shown on the drawings when it is obvious ,n the field that obstructions, grade differences or discrepancies 1n area dimtmsians exist thot might not hove been considered m_ engineering. Such obstructions or differences should be brought to \he. atte.n\,on of the Landscape Architect as soon os detected. In the event this not1f1cat1on 1s not performed, \he Irrigation Contractor shall assume full responsibility for any revision necessary. 1.08 1.03 QUALITY ASSURANCE A Provide at least one english speaking person who shall be present at all times during execution of this portion of the work and who shall be thoroughly familiar with the type of 'Tlaterials being installed and the manufacturer's recommended. methods of installation and who shall direct all work performed under this section. B. C. D. E. Manufacturer's directions and detailed drawings shall be followed in all coses where the manufacturer of articles used ,n this contract furnish directions covering points not shown in the drawings and specifications. All local, municipal and state laws, rules and regulations governing or relating ta any portion of this work are hereby incorporated into and made a part of these specifications, and their provisions shall be carried out by the Contractor._ . Anything contained in these specifications shall not be construed to conflict with any of the above rules and regulations of the same. However, when these specifications and drawings call for or describe materiols, w~rkmonship, or . construction of a better quality, higher standard, or larger si>e than ,s required by the above rules and regulations, the provisions of these specifications and drawings sholl take precedence, All materials supplied for this project shall be new and free from any defects All defective materials shall be replaced immediately a\ no additional cost to Owner. The Contractor shall secure the required licenses and permits including payments of chcrges and fees, give required notices to . public authorities, _verify permitg secured or arrangements mGde by others affecting the work of this section. 1.04 SUBMITTALS A. Materials List: 1, After oward of contract and before any irrigation system materials ore delivered to the job site, submit to the Owner a complete list of all irrigation systems, materials, or processes proposed to be furnished and installed as part of this contract. 2. Show manufacturer's name and catalog number for each item, furnish complete catalog cuts and technical data, furnish the manufacturer's recommendations as to the method of instollo\ion, 3, No substitutions will be allowed without prior written acceptance by the Londscape Architect or Owner's authori,ed representative. 4. Manufacturer'g warrcnties shall not relieve the Contractor of his liability under the guarantee. Such warranties shall only supplement the guarantee. B. Substitutions: If the Irrigation Contractor wishes to substitute any equip':'ent or m □ter'.~ls for those equipment or materials listed on the ,rrigat,on drawings and spec1f1c~t1ons he may do so by providing the following information to the Landscape Architect and City's authorized representative for approval. 1. Provide a written statement indicating the reason for making the substitution. 2. Provide catalog cut sheets, technical data, and performance information for each substitute item. 3. Provide ,n writing \he difference in installed price if the item is accepted. 1 .05 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 \he irrigation system. B. Irrigation design is based on the cvailable static water pressure shown on the drawings. Contractor shall verify static water on the project prior t? the start of construction. Should a discrepancy exist. notify the Landscape Architect and Owner's authorized representative prior ta beginning construction. C. Prior to cutting into the soil, the Contractor shall locate all cables, conduits, sewer septic tanks, and other utilities as are commonly encountered undergrour"1d ond he shall toke proper precautions not ta damage or disturb such improvements. It a conflict exists between the such obstacles and the proposed work, the Contractor shall promptly notify the Landscape Architect and Owner who wil_l arrange for relocations, The Contractor will proceed In the same manner 1f a rock layer or any other such conditions are encountered. D. The Contractor shall protect all existing utilities and features to remain on and adjacent to \he project site during construction, Contractor shall repair, at his own cost. all damage resulting from his operat,ons or negligence. E. The Irrigation Contractor shall coordinate with the General Contractor far installation of required sleeving as shown on the plans. 1.06 INSPECTIONS A The Contractor shall permit the Landscape Architect and City's authorized representative to visit and inspect at all times any port of \he work and shall provide safe access for such visits_ A. B. 1.09 A. B. C. Where the specifications require work to be tested by the Contractor, it shall not be covered over until accepted by the Landscape Architect, Owner's authorized , representative, and/or governing agencies. The Contrnctor sh~II be so!ely responsible for notifying the Landscope Architect, Owner, ond governing agenc!es, a mIn1mum of 48 hours ,n advance. where and when the work is ready for test,ng. Should any work be covered without testing or acceptance, it shall be, if so ordered, uncovered at the Contractor's expense. Inspections will be required for the following at a minimum: 1. Sysem layout 2. Pressure test of irrigation main line (Four hours at 125 PSI or 120% of static water pressure, which ever is greater). 3. Coverage test of irrigation system. 4. Final inspection prior to stort of mointenance period 5. Final acceptance Site observations and testing will not commence without the record drawings as prepared by the Irrigation Contractor. Record drawings must complete and up to date for each site visit. Work which fails testing and 1s not accepted will be retested. Hourly rates and expenses of the Landscape Architect. Owner's authorized representative, and governing agencies for reinspection or retesting will be paid by the Irrigation Contractor at no additional expense to Owner_ STORAGE AND HANDLING Use all means necessary to protect irrigation system materials befar~, during, and after installation and to protect the installation work and materials of all other trades. In the event of damage, immedictely make all repairs and replacements necessary to the acceptance of the Landscape Architect and Owner and at no additional cost to the Owner. Exercise care ,n handling, loading, unloading, ond 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. CLEANUP AND DISPOSAL 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 cuthorized representative. At the time of completion the entire site will be cleared of tools, equipment. rubbish a~d debris which shall be disposed of off-site in o legal disposal area, TURNOVER ITEMS Record Drawings: 1. Record accurately on one set of contract drawings all changes ,n the work 2. 3. 4. 5, con~tituting departures from the originol controc~ drowin9s. . The chcnge:::; and dimensions shall be recorde.d In a .Ieg1b_le and. workmanlike . manner to the satisfaction of the owner. Prior to final 1nspect1on of work, submit record drawings to the Landscape Architect or Owner's authorized representative. Dimensions from/to per'Tlanent points of reference such as buildings, sidewalks, curbs, etc. shall be shown, Doto on record drawings shall be recorded on a day to day basis as the project is being installed. All lettering on drawings shall be minimum 1 /8 inch in size. Show locations and depths of the following items: a. Point of connection (including water meters, back/low preventers, master control valves, etc.) b. c, Routing of sprinkler pressure lines (dimeosions shown at a maximum of 1 00 feet a long routing) Cote valves d. Automatic remote control volves e. Quick coupling valves f. Routing of control wires g. Irrigation controllers h. Related equipment (as may be directed) Maintain record drawings on site at □II times. Upon completion of work, transfer all as-built information ond dimensions to reproducible sepI0 pflnts. Controller Charts'. 1. Record drawings must be approved by Landscape Architect and/or Owner's 2. 3, 4, authorized representative before charts are prepared. • Provide one controller chart for each automatic controller. Chart shall show the area covered by the particular controller. The chart ,s to be a reduced copy of the actual "record" drawing. In \he even\ the controller sequence Is not legible when the drawing Is reduced, it shall be enlarged to a readable si2e. When completed and approved, the chart shall be hermetically sealed between two pieces of plastic, each piece being a minimum 20 mils in thickness. Operation ond Maintenance Monuols: . , 1. Two individually bound copies of opera\,an and mrnntenance manuals shall be delivered to the Landscape Architect or Owner's authorized repres~ntotive ot least 1 O cclendar 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 tallowing information: o. Index sheet stating Contractor's address and telephone number, duration of guarantee period, list of equipment including names and addresses of local manufacturer representatives. b. Operating and maintenance instructions for oll equipment. c. Spare parts lists and related manufacturer information for all equipment. 0. Equipment: , . . 1. Supply as a port of this contract the following ,terns: a, Two (2) wrenches for disassembly and adjustment of each type of sprinkler head used in the irrigation system. b. Three 30-inch sprinkler keys for monuol operation of cootral valves. c. Two keys for each automatic controller. d, Two quick coupler keys with a 3/4" bronze hose bib, bent nose type with hond wheel and two coupler lid keys. e. One vo Ive box cover key or wrench. f One 5-foot tee wrench for operating gate valves 3 inches or larger (if used). g. Six extra sprinkler heads of each si2e and type. 2. The above equipment shall be turned over to Owner's outhorized representative at the final inspection_ 1. 1 0 COMPLETION A. At the time of the pre-maintenance period inspection, the Landscape Architect, Owner's outhori2:ed representative, and governing agencies will inspect the work. ond 1f not . accepted, will prepare a list of items to be completed by the Contractor. At the time of the past-maintenance period or final inspection the work will be reinspected and final acceptance will be ,n 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. 1 . 1 1 A. B. After the system has been completed, the Contractor sh~II, ins:ruct Owner's authorized . representative ,n the operation and maintenance of the 1mgat1on system and shall furnish a complete set of operating and maintenance instructions. 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. GUARANTEE 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. Should any problem with the irrigation system be discovered within the guoran\ee period, it sholl 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 repoirs as determined by the Owner constitute an emergency (i.e. broken pressure line) the Owner may proceed to make repairs at the Contractor's expense. Any and all damages to existing improvement resulting either from foulty moterials or workmanship, or from the necessary repairs to correct sar:n_e, shall be repaired to the satisfaction of the owner by the Contractor, all ot no odd1tionol cost to the Owner. 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 \he work has been completed 1n accordance with the drawings and specificotlons, ordinary weor and tear and unusual abuse, or neglect excepted. We agree to repair or replace any defective material during the period of one year from date of filing of the Notice of Comple\ion and also to repair or replace any damage resulting from the repairing or replacing of such defects at no additional cos\ to the owner, We shall make such repairs or replacements within 10 calendar days following written notification by the owner. In 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 II -MATERIALS 2.01 SUMMARY Use only new materials of the manufacturer, size and type shown on the drawings and specifications. Materials or equipment i.nstalled or lurn!shed th?t do not meet Landscape Architect's, Owner's, or governing agencies standards will be reJected and shall be removed from the site ot no expense to the Owner_ 2.02 PIPE A Pressure supply line from point of connection through backflow prevention unit shall be Type K "ho rd" copper pipe. B. Pressure supply lines 2 inches in diameter and up to 3 inches in diameter downstream of bock/low prevention unit shall be Class 315 solvent weld PVC. Piping shall conform to ASTM D2241. C. Pressure supply lines 1 1/2 inches in diameter and smaller of the bockflow prevention unit shall be Schedule 40 solvent weld PVC conforming \o ASTM D1755. D. 203 A B. C. D. 204 A B C D. E. Non-pressure lines 3/4 inches in diameter and larger downstream of the remote control valve shall be Class 200 PVC. Non-pressure lines 1/2 inch in diameter shell be Class 315 PVC, Non-pressure piping shall conform to ASTM D2241, METAL PIPE AND FITTINGS Brass pipe shall be B5 percent red brass, ANSI, IPS Standard 125 pounds. Schedule 40 screwed pipe. Brass fittings shall be medium brass, screwed 125-pound class. Copper pipe shall be "hard" Type K. Copper fittings shall be soldered type. PLASTIC PIPE AND FITTINGS Pipe shall be marked continuously with manufacturer's name, nominal pipe si,e, schedule or class. PVC type and grade, National Sanitation Foundation approval, Cammerciol Standards designation, and date of extrusion. All plastic pipe shall be extruded of an improved PVC virgin pipe compound 1n accordance with ASTM D2241 or ASTM D 1784. All PVC fittings shall be standard weight Schedule 40 and shall be injection molded of an improved virgin PVC fi\tin•g 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 D2466. All threaded nipples shall be standard weight Schedule 80 with molded threads and shall conform to ASTM D1 785. Reclaimed water PVC pipe shall be purple in colorond marked on water warnings as approved by Carlsbad Municipal Water District. APPROVED two sides with reclaimed APPROVED FOR PLANTING AND IRRIGATION ONLY, ENGINEERING PLANCHECKER • E. F. 2.05 A. 8, C. D. . All solvent cem enting of plastic pipe and fittings shall be a two-step process, using primer end solvent cement applied per the manutocturer's recommendotions. Cement shall be al a fluid consistency, not gel-like or ropy. Solvent cementing shall be ,n conformance with ASTM D2564 ond ASTM D2B55. When connection is plastic turn with o strap wrench. equal. to metal, female adapters shall be hand tightened. plus one Joint compound shall be non-lead base Teflon paste, \ope, or VALVES Gate 1. 2. 3. Quick 1 . 2. Valves: Gate valves shall Gate valves shall Gate valves shall be of the manufacturer, si:ze, and type indicated on the drawings. be constructed of o bronze body, gate ond stem. have threaded connections. All Boll valves shall hove a minimum working pressure of not less than 150 psi ond shall conform to AWWA standards. Coupler Valves: Quick coupler valves shall be of the manufacturer, size, and type indicated on the drawings. 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 \hat purpose. Coupler key 1s inserted into valve and a positive, watertight connection shall be mode between the coupler key and valve. Hinge cover shall be the locking type constructed of brass with a rubber-like purple colored cover. Automatic Control Valves: 1. Automatic control valves shall be of the manufacturer, size. and type indicated on the d rowings. 2. Automatic control valves shall be electrically operated. Anti-drain Valves: 1. Anti-drain valves shall be of the manufacturer. size, and type indicated on the drawings. 2. Anti-drain valves shall have 18-8 stainless steel springs and valve stems with Buna-N seals. 3, Anti-drain valves will have threaded connections the size of the riser or pipe they are to be installed onto, or the next available si2e. No slip connection onti-drain valves ore allowed. 2.06 VALVE BOXES A. Valve boxes shall be fabricated from a durable, Weather-resistant plastic material resistant ta sunlight and chemical action of soils. B. The valve box cover shall be purple ,n color and secured with bolts. C, The cover and box shall be capable of sustaining o load of 1,500 pounds. D. Volve box extensions sholl be by the some manufacturer as the volve box. E. Automatic control valve boxes shall be 16"x11''x12" rectangular size. Volve box covers shall be ·· heat branded" in 2" high letters "RCV' with the valve identification number_ F. Ball valve. flush valve, master valve ond quick coupler valve boxes shall be 1 O" circular size. Valve box covers shall be "heat branded'' ,n '2'" high letters with either "'GV-, "FY', "MV" or "QCV". 2.07 AUTOMATIC CONTROLLER Automatic controller shall be of the manufacturer, size, and type indicated on the drawings. 2.0B E:LECTRICAL A. All electrical equipment shall be NEMA Type 3. waterproofed for exterior installations. B. All electrical work shall conform to local codes and ordinances. 2.09 LOW VOLTAGE CONTROL WIRING A. Remote control wire shall be direct-burial AWG-UF type, size as indicated on the drawings, and ,n no case smaller than 14 gauge. B. Connections shall be either epoxy-sealed packet type or Penn-Tile connectors. C. Ground wires shall be white ,n color. Control wires shall be red (where two or more controllers are used, the control wires shall be a differentcalar for each controller. These colors shall be noted on the "Record Drawings" plans located on controller door). O. Provide a 24'' long expansion loop for all directional changes in control wire routing. LANCE SWEENEY CONSULTING Inig1;1.lfo11 Design Water-Management Irrigation Software 2fl4-,U Ra.nc,b,;, C&ltf, Rd, Su.it<!! li:: Tem~oula, CalH'unii■ SE:1580 909•69~·ZJ67 909-695-2487 Fa• c••·< • I••,• • • 0 , z -• 0 , ~ . . "AS BUil r• RCE ____ _ EXP. DATE REVIEWED BY: DATE INCLUDING PRECISE SHEET I SH2EETS1 I LOCATION OF PLANTING 1------+---+----------------+----+--+---+------l 15/3,5 CITY OF CARLSBAD AREAS. PLANNING DEPARTMENT L_ ________ ---t---t---r---------------+----+--t----+----1 L~--=--=-=-=--============'--'=====; INSPECTOR DATE TITLE SHEET FOR: • SEAPOINT RESORT l-----+---,·+-------'---------------+--------i---t---1-----i l-----t---+------------------·-,----+----+---i--·-------1 -----------+---+---·+-----------------, P,.HASE II !:::.:"_:P~A:"":'"_V_E_D ___ JJ..1.,l.,,_____.,:..,:;"j: t~~~~~--, _-_-_------lt_--_.,~~~~~~~~~~~~~----_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -~--+-+:_-_-_-_---++ _-_-_-----l-tr-_-_-_---t--_-_---------1---t ~A==P:P:RD:VE::D:~::.,~;'LJ;..,,,;'.f==,._/4~'J=j~Cj1/~:::::::::::::7;.=Z_='5=.=n=l==::=7 1----t---+--,,·---------------------t----+-----lf----t-------1 ·""' ASSISTANT PlANFllNG DIRECTOR DATE ----------------i------l---+------------··-----------,---·-.. .,. _ __,_ ___ .,_ __ -+--• .. ·-- 97-22 JOB NO_ DATE Ci.12.117 DATE INJTIAL ENGINEER OF WORI REVISION DESCRIPTION t--=DccATccE:.._--'----'-INc;.mA_L-+_DA_JE_~I_N_m_A_L_, SCALE OTHER APPROVAL CITY APPROVAL DWN BY: ~R~F __ _ CHKD BY: ~LS~-- RVWD BY: PROJECT NO. CT97-06 DRAWING NO. 365-IL 0 LO I N O'l 0 2.10 IRRIGATION HEADS A. Sprinkler heads shall be of the manufacturer, size. type. with radius of throw, operating pressure, and discharge rate indicated on the drawings. B. Pop-up heads and riser he□ds shall be used as indicoted on the drawings. Part 111 -EXECUTION .3.01 SITE CONDITIONS A. B. C. D. E. F. Inspections: 1. Prior to all work of this section, carefully inspect the installed work of all other trades ond 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. Discrepor,cies: 1. In the event of discrepancy, immediately notify the Landscape Architect or Owner•~ authorized representative. 2. Do not proceed with instollotion in areas of discrepancy until all discrepancies have been resolved. Grades: 1. Before starting work, carefully check all grades to determine that work may 2. Field 1 . 2. .3. safely proceed, keeping within the specified material depths with r~spect to finish grade. Final grades shall be accepted by the Engineer before work on this section will be allowed to begin. Measurements: Make all necessary meosurements 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 oil other work. All scaled dimensions are approximate. The Contractor shall check and verify all size dimensions prior to proceeding with work under this section, Exercise extreme care in exccvating and working near existing utilities. Contractor shall be responsible for damages to utilities which are caused by his operations neglect. Diagrammatic Intent; The drawings are essentially diagrammatic. The size ond location of equipment and fixtures are drawn to scale where possible. Provide offsets in piping changes in equipment locations as necessary to conform '"lith structures and to avoid obstructions or conflicts with other work at ~o additional expense to Owner. Layout: 1. Prior to installation, the Contractor shall stake out all pressure supply lines, routing and location of sprinkler heads, valves, backflow preventer, ond automatic controller. 2. Layout irrigation system ond make minor adjustments required due to differences between site and drcwings_ Where piping Is shown on drawings under paved areas, but running parallel and odJacent 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 mode at no additioncl expense to Owner. H. Electrical Service: 1. Connections to the electrical supply shall be at \he locations shown on the drawings. Minor changes caused by site conditions shall be mode ot no additional expense to Owner. 2. Contractor shall make 120 volt connection to the irrigation controllers_ Electrical power source to controller locations shall be provided by others. 3 02 TRENCHING A. ~xcovotions shall be straight with vertical sides, even grade, and support pipe continuously on bottom of trench. Trenching excavation shall fallow layout indicoted on drawings to the depths below finished grade and as noted_ Where lines occur under paved area. these dimensions shall be considered below subgrode. B. C. J. Provide minimum cover of 18 inches on pressure supply lines 2 inches ond smaller. or as available when installed over structure. Provide minirium cover of l 8 inches for control wires, or as available when instclled over structure. Provide minimum cover of 12 inches far non-pressure lines, or as available when installed over structure. Pipes installed in o common trench shall have a 6 inch minimum space between pipes. 3.03 BACKFILLING A. Backfill material on all lines shall be the some as adjacent soil free of debris, litter, and rocks aver 1 /2 inch in diameter B. C o. E. 3.04 A. B. C. D F. Backfill shall 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 compacted to dry dens;ty equal to adjacent undisturbed soil end shall conform to adjacent grades. Flooding in lieu of temping is not ol!owed, Under no circumstances shall truck wheels be used to compact backfill. Provide sand backfill a minimum of 6 inches over and under all piping under paved areas. PIPING Piping under existing pavement may be installed by jacking, boring, or hydraulic driving. No hydraulic driving is permitted under asphalt pavement. Cutting or breaking of existing pavement is not perm'.tted. Carefully inspect all pipe and fittings before installatior, removing dir:, scale, burrs ream'ng. lnstc I pipe with □II m □rkl'"lgs up for visual inspection and verification. Remove all dented and damaged pioe sections, All lines shall have a minimum clearance of 6 inches from each other and 12 inches from lines of other trades. Parallel lines shall not be installed directly over each other_ G. H. In solvent welding, use only the specified primer and solvent cement and make all joints in strict accordance with the manufacturer'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. PVC pipe shall be installed in a manner which will provide for expansion contraction os recommended by the pipe manufacturer. I. Centerlood all plastic pipe prior ta pressure testing. J. All threaded plastic-ta-plastic connections shall be assembled using Teflon tape or Teflon paste . K. For plastic-to-metal connections, work the metal connections first. Use a nan-hardening pipe dope an all threaded plastic-to-metol connections, except where noted otherwise. All plastic-to-metal connections shall be made with plastic female adopters. L. All connections between PVC lateral lines shall be mode using Sch. 40 PVC fittings with compression adapters. All connections between dripperlines to be made using compression fittings of manufacturer of the dripperline. Use no pipe dope, Teflon tcpe, primer or solvent cement on compression fittings, 3.05 CONTROLLER A. The exact location of the controller shall be approved by the Landscape Architect or Owner's: authorized representative before instollotion. The electrical service shall be coordinated with this location. B. The Irrigation Contractor shall be responsible for the final electrical hook up to irrigation control lee. C. The irrigation system shall be programmed to operate during the periods of minimal use of the design area. 3.06 CONTROL WIRING A. Low voltage control wrr,ng 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 C. D. bundle at intervals of 10 fee\. Bundle shall be secured to the mainline with tape at intervals of 20 feet. All connections shall be of on approved type end shall occur 1n a valve box. Provide an 1 B inch service loop at each connection. An expansion loop of 12 inches shall be provided at each wire connection and/or directionol chonge, ond one of .'.24 inches shall be provided at each remote control valve. E. A continuous run of wire shall be used between c controller and each remote control valve. Under no drcumstcnces shell splices be used without prior opprovol, 3.07 VALVES A. Automatic control valves. manual valves, gate valves, and ball valves ore to be installed B. C. in the approximate locations indicated on the drawings. Valve shall be installed in shrub areas whenever possible. Install all valves as indicated in the detail drawings. D. Valves to be installed in valve boxes shall be installed one valve per box. J DB 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 1 /2 inch above the surface of surrounding finish grade in lawn areas and 2 inches above finish grade in ground cover areas. 3.09 SPRINKLER HEADS A. B. C. 0. .3 7 D A, B. c. D. 3. 1 1 A. El. Sprinkler heads shall be installed as indicated on the drawings. Spacing of heads shall not exceed maximum indicated on the drowings, Riser nipples shall be of the some siie as the riser opening in the sprinkler body. Pop-up sprinkler heads shall not be installed using side outlet openings. MISCELLANEOUS EQUIPMENT Install all assemblies specified herein according to the respective detail drawings or specifications, using best standard practices. Quick coupler valves shall be set approximately 12 inches from walks. curbs, header boards, or paved areas where applicable. Unless designed as an integral part of the irrigation head, anti-drain valves will be installed under every head. The cnti-drcin valve will be the same diameter as the riser and be integral ta the riser assembly. Install rain sensor as indicated on the drawings and as recommended by the manufacturer. FLUSHING THE SYSTEM Prior to installation of sprinkler nozzles, the valves shall be opened and a full head o' water used to flush out the lines and r;sers. Sprickler nozzles shall be installed after flushing the system has been completed. 3.12 ADJUSTING THE SYSTEM A. Contractor shall adjust valves, align heads, and check 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 mode prior to any planting. C. D. The entire system shall be operating properly before any planting operations commence. Automatic control valves are to be adjusted so that the sprinkler heads operate at the pressure recommended by the manufacturer. 313 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 far notifying the Landscape Architect, Owner, and governing agencies, □ minimum of 48 hours in advcnce, where and when the work 1s ready for testing. C. When the sprinkler system is completed, the Contractor shall perform □ coveroge test of each system in its entirety to determine if the water coverage for the plonted 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 coveroge 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. Final inspection will not commence without record drawings as prepared by the Irrigation Contractor. 3.14 MAINTENANCE During the maintenance period the Contractor shall adjust and maintain the irrigation system in o fully operational condition providing complete irrigation coverage to all intended plantings. .3.15 COMPLETION CLEANING Cleon-up shall be mode os each portion of the work progresses. Refuse and excess dirt shall be removed from the site. all walks and poving shall be broomed, ond any damage sustcined on the work of others shall be repaired to original conditions. END 1JF SECTION APPROVED ENGINEERING PLANCHECKER DATE ' LANCE SWEE"IEY CONSULTING Irrigation D~i,~gn WAhr M11.n1;1,gement Irrigation Soft.w1;1re 2s,&.L1 ~:r>.('b.o Ct.lit. Rd.. Suiu. Jr.: '!'mnt1cll..la. California 11112:::0lilO 909-695•2367 909•695•Z467 Fa, REVIEWED BY: INSPECTOR "AS BUILT' EXP. DATE DATE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. : ~ CITY OF CARLSBAD ~ __________________ ~---+----+------1 ~ PLANNING DEPARTMENT LllJ ~=::'.....::::::===============::'.....'.==== DRAWN J .L, C.A. APPROVED J.P. JOB NO. 97-22 DATE 0.12.97 DATE INrTIAL SCALE ENGINEER OF WOR> REVISION DESCRIPTION DAT< INITIAL OTHgR APPROVAL -- DATE INITIAL CITY APPROVAL TITLE SHEET FOR: SEAPOINT PHASE - RESORT II APPRO-VE,..D-t,!;f~~~~~.?7=;,------'-7-Z$-ff ASSISTANT "Fl .. ,NfNG DIRECTOR 0ATE DWN BY, RF ~~--- CHKD BY, _LS~_ RVWD BY, PROJECT NO. CT97-06 DRAWING NO. o. LO I N en • • • u C "' ,, 0. g .; 0 " "' ,, ,, ,, 0 " ,, "' ~ L. SUPFS!OE / / I , I ' \ ' / ·,, l4!VE NEW UNDERGROUND PARKING GARAGE WALL \ 12 EDGE OF BULDING ---------\ PROPERTY LINE :CS~ \ ------------------r--7--· :-o ~~--: :: : : ~ -::: · .. : :: :-:-·-· -:7: :-: : : : : :; :;-:-· 1 ~* ....... ...... . . -;fl.,. ••• ::~:::::::: :: ;::::::. -::.::====-"""'=·=· .. --.. -···--. -------y -------------------------, ----,--:'?. /.: __ -: __ :_i~::, ;~--■ ■ • -• ~;;+j;,:;,.:;~ ~:: :,: : ~! ':m;,::/.: 24' 3E,. 24" 24" ' --· 1222:z, ~ ..... -. .t -------- ' . . r" ' ' i 0 PELARGONIUM PEL TATUM UNDER CITRUS -THREE LOCATIONS ONLY (f-OR!v!ERL Y PONTO DR/Vt) 0 8 16 ..1-W~~jf . : ~::: :::,:. ' ' , • • • ti ••••.• --,1·· ·r : .. Ea:::: .. : ••/•l••'••~~-36' --.,. ~ ..... _ -~ ! ::::i:·1::: I • •l!I!I• • ,', .. m. ·:· .;. ----~---,■ , ........ .,. I ••••t1••• : ····r ·~· :::1:::t:::t:] :--' ! : : f!I; ! : : ..... ' .. \ •••• ~ I> •• --. -... --', ... :. '· .. \---f-,··· \ ... ~ .. 32 24" LPA u::-----------------------------------------------------------------,.-----.--"""' w u z PLANTING PLAN 04 TREE LIST (*)-UNLESS NOTED ON PLAN (NCN.)-NO COMMON NAME SYM. QTY. SIZE BOTANICAL NAME COMMON NAME SPACING COMMENTS DETAIL • EXISTING PINE PER PLAN PROTECT IN Pl.ACE EE 8 24"-36" CASUARINA STRICTA BOX COAST BEEFWOOD PER PLAN SIZE AS NOTED ON PLAN 0&1..4,2 2 48" BOX ERYTHRINA CORALLOIDES NAKED CORAL TREE PER PLAN 0&1..4.2 8 24" BOX CITRUS SINENSIS 'VALENCIA' VALENCIA ORANGE PER PLAN 0vl.4.2 21 15 GAL BAMBUSA OLDHAMII OLDHAM BAMBOO PER PLAN 0vl.4.2 8 15' B.TH, WASHINGTONIA ROBUSTA MEXICAN FAN PALM PER PLAN 101..42 $ 8 15 GAL EUCALYPTUS RUDIS FLOODED GUM PER PLAN 081..4.2 SHRUB /VINE LIST 4 AS REQ'D AS REQ'D. AS REO'D. 5 1 GAL AGAPANTHUS ORIENTALIS 5 GAL 1 GAL 1 GAL 5 GAL 1 GAL 5 GAL 1 GAL 5 GAL 5 GAL 4" POTS 15 GAL BOUGAINVILLEA SPECIES 'CRIMSON JEWEL' CEANOTHUS GRISEUS 'HORIZONTALIS' CLIVIA MINATA DIETES VEGATA HEMEROCALLIS 'LEA BEA ORANGE CRUSH' HIBISCUS ROSA SINENSIS 'BUTTERBALL' MYOPORUM PACIFICUM PITTOSPORUM TOBIRA 'WHEELERS DWARF' STRELITZIA REGINAE PELARGONIUM PELTATUM PARTHENOCISSUS TRICUSPIDATA LILY OF THE NILE 30" O.C. BOUGAINVILLEA 24" 0 C CARMEL CREEPER 24" O.C. ' L4.2 KAFFIR LILY 12" OC. 141....4.2 FORTNIGHT LILY 24" O.C. 141....4.2 DAYLILY 24" O.C . 141....4.2 HIBISCUS 30" O.C. 141....4.2 N.C.N. 30" O.C. DWARF TOBIRA 30" O.C. 141....4.2 BIRD OF PARADISE 30" O,C. 141....42 IVY GERANIUM 8" OC. 141....4.2 BOSTON IVY PER PLAN 021..4.2 TURF AND GROUND COVER • AnhJkduR" • P1.aning • lntmcr~ign • l.,attd.Jcapt A.tmitmu~ • • • AS REQ'D. AS REQ'D AS REQ'D. AS REQ'D. AS REQ'D MARATHON SOD TURF SOD 1 GAL ROSMARINUS OFFICINALIS ROSEMARY 24" O.C. 1 GAL OPHIOPOGON SPICATA CREEPING LILY 18" O,C, 1 GAL TRACHELOSPERMUM JASMINOIDES STAR JASMINE 24" 0.C. 4" DEEP PEA GRAVEL OVER MIRAFI FILTER FABRIC BENEATH STAIRS. PEA GRAVEL MATCH EXISTING PEA GRAVEL BENEATH STAIRS IN PHASE I. "AS BUILT" PLANTING PLAN APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION Of PLANTING AREAS. b . Iv <D DATE R,U APPROVED REVIEED BY, ~-"----'--'--"'' e;>J.4 q<, ...... . I Nsn.c T[)R DAT[ TITLE SHEET FOR ,.__~--+----+---------------+--+----+---+--------. CARLSBAD SE A PO I NT RESORT PH. II LANDSCAPE PLANS & SLOPES 365-IL ~ ... ______________________________________________________________ ... ____ .. ________________________________________________________________________ ,. uJ ~ Plattlr,;, Oale/Ti,re, Sun Jun 28 16:59:48 199B FIie No, i:\cadd\95018\501Blspp.dgn :c "" '"O ici . Q. "" ·~ ' "' )0 ' "' -U> ' ~ i ' , -. . "' -=1 [I] 0 2 "' . , , . ·'" _u , • • . ,-."· • .. • • ·, •• •~ ... f7-76 • .. • • • • 4 ■ . .. .. ~ <> • • • ,, ' <> 0 • • ~ · ·o· · .. • · ".:,' "' • ·o· -• " -o .,· •. ~ <:>_ ... ·• •o • 0 • ,-o , "•· ·O -...._,~--, 8 .. -. ~ -. . ' . . . " .. ,,. • ., .. • <> <I • .. "' ., ~ .• ,• ~--15 -~-. ··~.: .-_ ... -·-~ ··, <I• • •• ' •• "· • -... : WATERPROOF SEALER PER MANUFACTURERS RECOMMENDATION CUSTOM PRECAST CONCRETE POT /FINISH SEE LAYOUT AND MATERIALS PLAN 3' MULCH LAYER 100% 'BANOINI' 'MIRAFI' l~ON FILTER FABRIC SLOPED PRECAST SPANCRETE SLAB PER STRUCTURAL ENGINEERS PLANS ¾" DRAIN ROCK WEEP HOLES, FOUR l~l EVENLY SPACED ROOTBALL BACKFILL 1-15 Gal. 2 3 4 i,,J rr-----r-¾==--:,:;:;:;..,::;f;'f,; Al';::~m~-< 5 ~~aa-W~-{ 6 ..4-,-.41-----' ~ I _ ---m-=-Hl-r.""""-n-::::-'rn"T-==:'n,,,.~~fH.-___, 1 { _1111~ 1111 1111 1111 =1111 @ See spec. -----,10 ~ -------,,:., FLAT 5 1 2 4 3 6 ~ •::: :::::::::::::: '.: '.:: :::::::::::::: ::: ;:: :::::::::::··:. -I:;;;;;;:::::::::::::::::::::::::::::::::'.::::::::::: : : : I ,:..:.: ;; :;~.:,;..;,;.;;.;;.;;.; ;,;;.;,;.;;,;;;,;; ;,;;,:;,;.; ~.,;_:..:_;_,; :;:..: :..::..:.:..i...;_;' f.s. . 0 0 .. •. 0 . 0 . 0 .. . . : 0 " , -IIII_IIII_IIII llll;;;c-' -1111_ 1111:-'' -=1111 1111_ 1'"- 1. Precast concrete pot. to be selected by Owrier. 2. 100% 'Bandinl' exterior capillary media. 3. 'Jardinler' waterline seff watering system. Exterior tank. 4, 'Mlrall' 140N filter fabric. Typical all sides and bottom. 5. 3" mulch layer, min. 6. Concrete paving. See Layout and Materials Plan 60 DEG. _:,c~-~-.::.~· :....•s.>,~,,.._-----11 _;<~~: ,.w~ ::C. ~¥ 12' @2§ 2212 -----"""-- --~--~-: ;-:;:-=:-;';.:_ N -:z 6 2 3 4 LEGEND @ 1. 1-15 gallon shrub. For spacing, see detail V 2. Set crown of rootbell 1' above finish grada end slope soil fNM/ from rootball. 3. Watet basin. 4' min. for 5 gal. & larger, 2· min for 1 gal. see specs. 4. Finish grade 5. Amandad backfiH. See specs, for mix and pit size. 6. Plant tablet. See specs. 7. Scarify sides and bottom of planting pit. 8. Existing soil. 9. 3' mulch. See specs. 10. Compacted backfill, see specs. Puddle and settle prior to setting shrub. 1-15 Gal. 10 ~ ~J SLOPE 1 8 N,T.S, 2 LEGEND 1. 1le the fronds priolr to delivery. Remove ties on schedule approved by supplier. 2, 'Mlrall' 140N filter fablic wrapping, crushed rock on all sides, over1apping separate pieces 6". 3. Compacted subsoil to form pedestal and prevent settling of tree. 4. 4" diameter perforated drain pipe wrapped w'soll saperator Pipe circumvents plant pit and connects to drainage system. See Civil Eng. drwgs. 5. Prepared backfill mb<. See specs. 6. 314' drain gravel. 7, 3" mulch layer. See specs. 8. 4" P\/C standpipe wl1h black removable screw cap. Standpipe to be 1 • above grade. 9. Plant tableta. See specs. 10. Scarify sides and bottom of planting pit. 11. Finish grade. 12. Needs watering during rJ!lal establishment. 13. "Pineapple' to look like a large pineapple. when pun Is trimmed. Prune for uniloonlty, NOTE: PALM REQUIRES WATERING DURING INITlAL ESTABLISHMENT 1. 3' --(f" LENGn-1 WHITE SURGICAL TIJBING OVER GI.NWIRE (TYP.) 3 AEQURED 2. 4" PVC STANDPIPE WtBlACK REMOVABLE SCREW CAP. CAP TO BE 1• l>8.M. GRADE. 3. DUCKBILL EARTH ANCHORING SYSTEM. 4. PLASTIC TIE 5. GUY'MRE W'TURN BUCKl.E I'S REQUIRED TO SUPPORT TREE ~IRED) 6. Pl.ANT TABLETS-SEE SPECS. 7. Pl.ANTlNG BACKFILL 8. SCARIFY SIDES & BOTTOM 9. PLANllNG BACKFILL BASE (PUDDl£ & SETTlE PRIOR TO SETTING TREE) 10. 12" WIDE TREN0-1. Fill. W'3'4" DRAIN GR.\VEI.. ti. SET TOP OF AOOTIIAl.l. 2· ABOVE aJRROUNDING GR.ADE AND SLOPE FOR DRAINAGE. 12, 3" MULCH. SEE SPECS. 13. 4• PERFORATED DRAIN PPE. 14. MIAAFI 140N FILTER FABRIC 15. \/IT "TRIM GUAAO" FOR ALL 1HEES Will-IN TIJRF AREAS. 17. EXIS"TING SOL 21--~ LEGEND (o7\, 1. 1-15 gallon shrub. For spacing, see detail V 2. Set crown of rootball 1 • above finish grade and slope SOIi fNi8y from roolball, 3. Water basin. 4" min. for 5 gal. & larger, 2' min for 1 gal. see specs. 4. Finish grade 5. Amended backfill. See specs. for mix and pit size. 6, Plant tablet. See specs. 7. Soarify sides and bottom of planting pit. 8. Existing soil. 9. Existing slope 10. Cut slope to meet rootball. 11. 3" mulch, malntaln constantly see specs. A Note: For flat planting., See detail \J 11 LEGEND 1. Locate plants with equal spacing as indicated on plan (triangular spacing). 2. V2 on center spacing. 3 Paving, building, or header showing planting area limit. 'll- '111 "Ill LPA SPECIMEN mEE 311" AND LARGER Rootball • Arrki.t«:turt • Pl.mni,w • l11rtrwfDaigti. • • • NO SCALE 1/a'=l'-O' • 17848 Sky Pn,/, Cini, lrvi,ie, Ol 92714 • FAX' 714.1.5J.l61t • 714. 753.10/!1 7 ®----.c,---~ 1 PLANTING DETAILS Pl.AN VIEW Pllil. .. y WIid) 15 Gal. 24" Box l•A 11 ,----jg . ... l· LEGEND 1. 36' vrr 'Cinch Ties' Attach with (2) roofing nalls (2 typ.) See plan. 2. 2" dla. X 10' lodge pole pine stake (2 typ.) Keep clear of rootball. 3. Finish grade 4. Watel basin. 4 • min. depth tor 5 gal. & larger 2' min, for 1 gal, RemCMI basin In lawn areas and as directed by Landscape Architect 5. Amended backfill. See specifications for mix and pit size. 6. Scarify sides and bottom. of planting pit. 7. Existing SOIi • 11. 3' mulch, maintain constantly. See specs. "!iii ~11),p!£1i -~' it seiep"iWfo'Uft> 13. 18' wide trencn. Fill with 314' drain gravel. 14. 4" perforated drain pipe 15. "Mlrafl" 140n filter fabric 16. 4' PVC standpipe with black rem<M!llble saew !)IIJI, Cap to be 1' above grade. 17. Rootball 18. V.I.T. trim guard for all trees within turf ar88S. 8. Plant Tablet. See specs. 6i-----, 9. Set top of rootball 2" above surrounding grade and slope for drainage. 10. Not used 1. Spread vine on block wall and secure with plastic vine ties secured wlepoxy adhesive. 2. Ramova nursary stake 3. Planting area. 3" mulch layer. (see specs) ~----< 5 N.T.S. .---BLOCK WALL n G) 4. Finish surface, 5 Planting tabl..ts (see specs) ::/-----® I IL I ... _ _ ------@ 6. Cor'l)acted backfill (see specs) 7. Rootball to be 1 l-2' below finish surtace. Prepared backfill mix. (See specs.) ,\ f' f' ROV Ell f'OR !'LA N'I' I NC AND lRRIGATIOt\ ONI.Y. INCUJDJN,; PRF:Clo:'t: N.T.S. " A S f 3 U l L T " I A I l. I.OCA''ION CH' l'l..~NTINC i\RF:,\S RF V[fWED 11v: IW-PFCTUR © ICITYl'I 'NO-NFI' __ ·,, CARLSBAD I:,~~~: I , " U[l.'Aidl,I[ CT +-----1 ~--~ -------- '·,Ill I I 13/Lll,2 TITLE SHEET f'OR CARLSBAD SEAPOINT RESORT PH II LANDSCAPE Pl.AN~?, ~Loiir.;:s 365-IL File No, i:\c,add\9SO,IB\5D'n81sp<L1!90 lit/"'} /J<Jte/T/me, Tuft Jun 18 09,21 :09 1998 1 3 4 cp II 1 ~ 0 •:'i ' lll=:1111=1111= lll=:llll=llll=:1111=1 /,/ / J ,·· // / 1111=:IIII= _· : • , : \ ~1111 1111 1111 1111 1111 1111 lllv, ,/' ,;f / 1111 1111 ~--.-7.-,,f-,..c----J-· a° _-.·. Ill 1111 1111 1111 1111 1111 1111~1 ,;f .. -•✓-./·.·... 1111 1111 : •. o'<. : • 0 .• • ~1111 1111 1111 1111 1111 1111 1111;7 . 1111 111 ·-~ 0 • • •. ' ~ • • .•• ' ~ Ill 1111 1111 1111 1111 1111 1111~ 1111 1111~ -· ~, · · , · · · i : . · · ~1111 1111 1111 1111 1111 1111 Ill J 1111 11 ' ·.· ·.· .·. ,' . ,-... --. ,-, ;::1111 1111 1111~ f , 1111 1111: I · · · 1111 1111 1111 Ill / 1111 I l ,r,. ·. 1111 1111 1111~ z /'_ 1111 1111 I ··. ·· .· .. ··.·· ··· •·· ·· ·· · · ··. ·· · · 1111 1111 1111 Ill / 1111 l_llll_llll_llll=llll~~IIII§ Ill 1111 1111 1111 1111 1111 1111= ,/ 1/ • 1111 111 £1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111_ ll 1111 1111 1111 llll~EIIII 1111 } H 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 II ··111 1111 1111~1111 1111 1111. 11 11 =1=1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111~ ·1111=1111 =1111 =11 "-~ -1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 I 5 6 'Ill 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111' •11=1111=1111=1111=1111=1111=1111=1111=1111=,,,,-..... 1. Concree curb, gutter, or sidewalk. 5. Base material from adj. hardscape. 2. Linear root barrier by 'Deep Root' Model# 6. Compacted subgrade from adj. hardscape. LB 18-2. See planting plan Set top of root barrier 2" below the top of curb-finish surface. 3. Finish grade 4. Adj. rootball. Verify the exact location and protect at all times. LINEAR ROOT BARRIER N,T.S. 07 . ~~ PLAN VIEW i f>1"81r'ailing wind ) 1 5 Gal. 24" Box ....-.. ... "' ----#,~,,,;:a,,,~~ ii 2>------'-------+I ! I! w~=111 , ~~~ sffl ~ 1111 1i;; ---~¼! 4 ll~llll~llllh --, ,._ / =1111 1111 1111~ -, , ..-. 11 ', -11~1111~1111~1111_,. J ✓ 'y ---:r .~ -· ~ .... S ::1111 1111 1111 'Ill// /Rootball /'--/1111~ S _o 6 11=1111=1111=1111=== /,/ r ""/1~ ~ :::1111 1111 1111= -·.·.· · _.. .· · ·.•• . 1111 ltt · ,:; 12 " "" '"' "" ·.·· -' .,· ,' 1111= II :1111 1111 1111 .... .•. .. .. .... ::- 17\_;;'HIJ 1111 llll=J.U-=11 I 1111-ll=llll::-~1111=11 -11==1111~ 1111 1111 :::Ill'-- 10'----.---- ,' See spec. l LEGEND 1. (3) V.I.T. tree ties. Attach w'(2) roofing nails (2 typ.) See plan. 2. 2 11.2' dia. x 10' lodge pole pine stake (2 typ.) Keep clear of rootball. 3. Existing slope 4. Cut slope to meet plant pit. 5. Amended backfill. See specifications for mix and pit size 6. Scarify sides and bottom. of planting pit. 7. Existing soil. 8. 21 gram plant tablet. (See Specs.) 9. Set top of rootball 3" above surrounding grade and slope for drainage. 10. Planting native backfill Base ( puddle & settle prior to setting tree.) 11. Water basin. 4" min. for 5 gal. & larger. 2" min for 1 gal. see specs. Remove basin 1n lawn areas and as directed by Landscape Architect 12. Tamped native backfill mix below Rootball. 13. 3" mulch, main1ain constantly see specs NOTE: 1. See city standard details for tree planting. Details shown here are supplemental to the city details. 2. Remove basin prior to end of maintenance. 3. Verify auger hole will not hit any utilities. SLOPE PLANTING DETAIL N.T.S. 01 3 5 Gal. 24" Box 7 4 1. Universal Root barrier by 'Deep Root'. Model #US 24-2. 2. 314" drain gravel. 3. Finish surface. 4. Finish grade 5. Planting backfill base (puddle & settle prior to setting tree.) 6. Amended backfill. See specs. 7. 3" mulch See specs. 8. 'Mirafi' 700X filter fabric. Wrap drain gravel on soil sides Overlap seperta1e pieces 6". Note: @ 1. See detail ~ for tree planting and staking. 2. All trees within 5' of hardscape area shall recieve a deep root UB 24-2 3. Tree planted spaced closer than 15' shall have a linear root barrier LB 18-2 see detail® UNIVERSAL ROOT BARRIER N.T.S. 11 AS BUILT" 02 LPA • At1:hitet"ti-1~ • Planning PLANTING DETAILS AP PROV ~:ll "'OR f'LA NTING AND IRRICATION ONLY, INCI.UDTNC PRECISE LOCATION OF' Pl.ANTING AREAS • Tntmor Dtifg;t • • • • 17848 Sky Pari< Cit<i.e Irvim-1 C4 92?14 • FAX 714.753.1618 • 714 753.1001 --------------···· ... , . ·· .,.,;; ;; ;,~ !----------------· '' ---'" , _____ ,. __ Al'f'HUVl IJ ----·-·"· ...... [NCINEERING PLANCHfCKfH DATE ,,__ __ I----+-----------·-·-··-·"·'' """ ..... ,-------+---+---+--+-----11 ,,__ __ I----+-------------·-·-··--,.. . -·-··-+---+--+---+----11 ,,__ __ I----+---------------------, SHE::T 19/L4,3 RCE __ _ F Xf'. REVIEWED BY: --------········· INSPECTOR CITY OF CARLSBAD • ~--'LANN:NG DEPAR"M[NI --· DATE S'1EETS ?I IK-----+----+---------------+--.. · .. t----t------t-----11 TITLE SHEET FOR l>----t----+---.. ·-·--....... __ ---------+-----+--- --·-··········------+---+-----+--- ----------------+----+---f-.. . ____ ,, ··-··--·------+---+---f-- ·-· -·-------+---+----+-"·' ·-...... ----+----+---!--- ,,__ __ I----+-----·-··""" ----------j------j---t----- .. .... , .. ·-----·"---+----+-- CARLSBAD SEAPOINT RESORT PH. II LANDSCAPE PLANS & SLOPES A..JPR(JVf-) ~ 7-23-ff ASSJSl_A_NI ~LAr:ININC IJIR'ClOR REVISION DESCRIPTION , llA_l _E~_I_N_I T_I A_,ll_JA_T_E ~I_N_I I_IA_~ CHKD BY: ..AlL___ lDWr--[JY': _.)_~-( ~p . ENG:sEER OF WOR DTHE.R t1PPROvA·_ CI TY APPHOVAL RVWD GY: .....J..Y.. ___ PART I -GENERAL 1.01 SCOPE OF WORK 1.02 1.03 1.04 Furnish all labor, material, equipment and services necessarx to provide oll londscope plantlnQ, complete in place, as shown and specified. A. work Specified in this Section: I, Soll preparation. 2. Planting, 3. Hydro seeding. 4. SoddinQ. 5. Staking. 6. Cleon-up. B. Related Work Specified In Other Sections: 1, Irrigation system. 2. Earthwork, Including rouQh QradlnQ. 3. Site furnishings. 4. Landscape maintenance. 5. On structure drainaQe. QUALITY ASSURANCE A. Sour.ce Quality Control 1. Submit documentation to Landscape Architect at least 50 days prior to start of planting that all plant material hos been ordered. Arrange procedure for inspection of plant material with Architect ot time of submission. :'. Submit color print photographs 90 days prior to lnstallotlon to the Landscape Architect and Owner's representative of each specified tree._ shrub and groundcover token ot their sources for approval. 1 he photos shall be of the plant materlal to be dellvered to the Jobslte. - 3. Plants shall be sub Ject to inspection ond approval of Landscape Architect at place of growth or upon delivery for conformity to specifications. Such opprovol shall not impair the right of inspection and rejection during progress of the work. 4. Submit written request for inspection of plant material at place of growth to Londscope Architect. Written request sholl state the place of growth and quantity of plants to be inspected. The Landscape Architect reserves the right to refuse inspection ct this time if, in his judQment, a sufficient quantity of plants is not available for inspection. PRODUCT DELIVERY. STORA GE & HANDLING A. Delivery I. Deliverx fertilizer to site, in original unopened containers bearinQ manufacturer's guaranteed chemical analysis, name, trademark, and confor-mance to state law. 2. Deliver plants with leQible identification labels: a. Lobel trees, everQreens, bundles of containers of like shrubs, or groundover plants. b. State correct plant name and size Indicated on plant 11st. c. Use durable waterproof labels with water-resistant Ink which will remain legible for at least 60 days. 3. Protect plant material during delivery to prevent damage to root ball or deslccotlon of leaves. 4. The Contractor shall notify the Landscape Architect 48 hours In advance of delivery of ell plant materlals and shall submit an itemized 11st of the plants in eoch delivery, B. Storage: I. Sto,e plant material in shade and protect from weather. 2. Maintain and protect plant motenol. C. HondllnQ: I. Do not drop 2. Do not pick JOB CONDITIONS plant materials. up container plant material by stems or trunks. A. Plontin9: Perform actual planting only when weather and soil conditions are suitable 1n accordance with locally accepted practice. B. Scheduling: Install trees, shrubs, and liner stock plant mater"ial before hydraulic-seeded lawn areas ore installed. 1.05 SAMPLES AND TES TS I.OE, A. Landscape Architect reserves the rlQht to toke and analyze samples of materials for conformity to specifications at any time. Contractor shall furnish samples upon ,equest by Landscape Architect. Rejected mo-terlols shall be immediately removed from the site at Contractor's expense. Cost of testing of materials not meetinQ specifications shall be paid by Contractor. B. Tests & Reviews: Owner's representative reserves the r·iQht to evaluate materials for conformity to this Specification. Furnish test samples upon request. Rejected materials shall be removed from the site at not cost to the Owner. c. AQronomic Soils TestinQ: I. Take 3 samples of site soil at a depth of 6 to 12 inches, within proposed pkintinQ areas, ofter completion of rouQh QrodlnQ and prior to week control and soil preparation. 2. Take one sample of Imported topsoll <where appllcablel from each source obtained. 3. BrlnQ samples to on agronomlc soils testing laboratory reQlstered by the Sto'te of Collfornlo and approved by the City Landscape Inspector. 4. Request testlnQ for fertility and suitability analysis with written recommendations for soil amendment, fertilizer and chem(col conditioners. application rates for soil preparation, planting bock fill mix, hydrosprcy, and post-maintenance fertilization programs. 5. Soils report recommendations shall be approved by the City Landscape Inspector prior to installation, and toke p,ecedence over the amendment and fertilizer application rotes specified in this Section. 6. Cost of soils testing shall be paid by Contractor. D. Percolation TestinQ: I. Upon completion of the rough grodinQ of the site, the Owner's representative shall identify a typical location for on eof the largest specimen box trees and the Contractor shall excavate the pit for the tree per the project specifications and details. 2. With the Owner present, the Contractor shall fill the pit with wcter to a depth of 12', If possible. The lenQth of time required for the water to percolate Into the soil, leaving the pit empty, will be measured by the Contractor and verified by the Owner's representative. 3. Within six hours of the time the woter has drained from the pit, the Contractor. with the Owner present, shall again fill the pit with woter to o depth of 12'. If water does no-t- completely pe,colote into the soil within 9 hours a determination will be mode by the Owner as to whether or not o drainage system to each tree will be required. GUARANTEE & REPLACEMENTS A. Guarantee: All plant material installed under the Contract. shall be guaranteed aQainst any and all poor, inadequate or interior materials and/or workmanship for a period of one year. Any plant found to be dead or in poor condltlo due to faulty materials or workmanship, as determined by the Landscape Architect, shall be replaced by the Cont,actor at his expense. B. Replacement: Any mcterlcls found to be dead. missing, or In poor condition durlnQ the establishment period shall be replaced immediately. The Landscape Architect shall be the sole judge as to the condition of motenol. Material to be replaced within the guarantee period shall be replaced by the Contractor within 15 days of w,itten notification by the Owner, Picttlng Date/Time, Tuo Jun 16 09:23:21 1998 PART 2 -PRODUCTS 2.01 MATERIAL A. General I. The followinQ organic and soil amendments and fertilizer are to be used for bid-price basis only. Specific amendments and fertilizer speclflcotlon will be mode ofter QrodlnQ operations are complete and samples ore tested by Contractor. 2. All moterlcls shell be of standard, approved and ffrst-grade quality and shall be In prime condition when Ins tolled and accepted. Any commerclolly processed or packaged material shell be dellvered to the site In the orlQlnol unopened container bearinQ the manufacturer's guaranteed analysis. Contractor shall supply Landscape Architect with a sample of all supplied materials accompanied by analytlcal data from an approved loboroto,y source illustratin9 compliance or bearinQ the manufacturer's Quaranteed analysis. B. OrQanic Amendment: I. NitroQen Stabilized: 0.56 to 0.84% N based on dry weight for redwood sawdust. 2. Particle Size: a. 95% -100% passing 6.35 mm standard sieve. b. 80% -100% passinQ 2.33 mm standard sieve. 3. Salinity: The saturation extract conductivity shall not exceed 3.5 mllllmhos/centlmeter at 25-33/64 C as determined by saturatio extract method. 4. Iron Content, Minimum 0.08% dilute acid soluable Feron drywe!Qht basis. 5. Ash: 0-6.D% ldry weight). C. Soll Amendment: I. Soil Sulfur: Agricultural-grade sulvur containing a minimum of 99% sulfur <expressed as elemental). 2. Iron Sulfate: 20% iron (expressed as metallic iron), derived from ferric and ferrous sulfate, 10% sulfur !expressed as elemental). 3. Calcium Carbonate: 95% lime os derived from oyster shells. 4. Gypsum: Agricultrual-Qrade product containinQ '38% minimum calcium sulfate. 5. Dolomite Lime: AQriculturol grade mineral soil conditioner containing 35% minimum magnesium carbonate and 49% minimum calcium carbonate, 100% passing "65 sieve Keiser Dolomite 65 AG or approved equal. 6. Calcium Nitrate: AQr1culturcl grade containing IS.Si'.. D. F ertlllzer: I. Planting fertlllzer shall be Gro-Power Plus !bacteria Included) with soll penetront and shall consist of the followlnQ percents by weight: 5% nltroQen 3% phosphoric acid 1% potash 50% humus 15% humic acid Z. Gro-Power Pot Fertilizer shall be Gro-Power controlled release fertTlizer and soil conditioner in the followinQ percents by weight: 12% nitrogen 81/. phosphoric acid 8% potash 25% humus 5% humic acid 3. Top-Dress Fertilizer shall be Gro-Powe, Plus [bacteria Included) with sofl present, and shall consist of the followtng percents by welQht: 5% nltroQen 32% phosphoric acid 1% potash 50% humus 151/. humic acid 4. PlantinQ T oblet s: a. To be slow-relase type, contincing the followinQ percentages of nutrients by weight, 20% nitroQen 10% phosphor"ic acid 5% potash b. To be 21-gram tablets as manufactured by Agriform or approved equol, applied per manufacturer's instructions. E. Import To~ Sall: Slit plus cloy content of the Import soll shall not exceed 20% by weight with a minimum 95% passinQ the 2.0 millimeter sieve. The sodium obsor_ptlon ratio <SAR) shall not exceed E, and the e1ectrlco1 conductivity <ECel of the saturation extract of this soil shall not exceed 2.0 millimhos per centimeter at 25-33/64 centi9rade. The boron content shall be no Qreater than I part per million as measured on the saturotio extract. In order to insure conformance, samples of the import soil shall be submitted to the laboratory for analysis prior to, and followinQ, backfilling. The import soil sample laboratory anlysis shall be reviewed and aproved by Owners authorized represenfctive and LPA prior to delivery on site. F. Plant Material 1, Plants shall be In accordance with the Colifornlc State Department of AQriculture's regulation for nursery inspections, rules and roting. All plants shall have a normal habit of Qrowth and shall be sound, heolty, vigorous and free of Insect infestations, plant diseases, sunscolds, fresh abroslons of the bark, excessive abrasions, or other objectionable disfigurements. Tree trunks shall be sturdy and well hardened off. All plants shall hove normally well-developed branch systems and vigorous and fibrous root systems which are not root-or pot-bound. In the event of dlsoQreement as to conditio of root system, the root conditions of the plants furnished by the Contractor in containers will be determined by r"emovol of earth from the roots of not less thon two plants or mor than 27, of the total numbe, of plants of each species or variety. Where container-growth plants are from severe sources, the routs of not less than two plants of each species or variety from each source will be inspected. In case the sample plants inspected ore found to be defective, the Landscape Architect reserves the riQht to reject the entire lot or lots of plants represented by the defective samples. The plants rendered unsuitable for planting because of this inspection will be considered as samples end wil be provided at the expense of the Contractor. 2. The size of the plants will correspond with that normally expected for species and variety of commercially available nursery stock or as specified in the special conditions or d,owings. The minimum acceptable size of all plants, measured before pruninQ with the branches in normal position, shell conform with the measurements, if any, specified on t11e drowlnQs In the lfst of plants to be furnished. Plants larger In size than speclfled may be used with the approval of the Landscape Architect, but the use of larger plants wlll make no change In contract price. If the use of larger flonts ls approved.the ballof earth or spread of roots or each plant wlll be increased proportionately. 3. All plants not conformlnQ to the requirements herein specified shall be considered defective, and such plants, whether In place or not, shall be marked as rejected and lmmedlotely removed from the site of the work and replaced with new plants at the Contractor's expense. The plants shall be of the species, variety, size and condition specified herein or as shown an the drawings. Under no condition will there be any substitution of plants or sizes listed on the accompanying plans, except with the express consent of the Landscape Architect. 4. At no time shall trees or plant materials be pruned, trimmed or topped prior to delivery and any alternation of their shape shall be conducted only wlth the approval and when rn the presence of the Landscape Architect and as noted on the plontlnQ specifications. 5. Nursery-Grown and Collected Stock: a. Grown under climatic conditions similar to those in locality of project. b. Container-grown stock in vi<;iorous. healty condition, not root-bound or with root system hardened off. c. Use only linear stock plant material which is well establisfled in removable containers or formed homoQenous soil sections. 6. Substitute plant material will not be permitted unless specifically approved in writinQ by the Landscape Architect and the City Landscape Inspector. 7. Seed: a. Mix: F estuco 'Rebel' -tall fescue proportion: 100%, purity: 95%, germlnotlon: 95%. b. All seed used shall be labeled and shall be furl shed In sealed standard containers with SIQned copies of o stotement from the vendor certlfylnQ that each container of seed delivered Ts fully labeled In accordance with the Callfornlo State Archltecturol Code and ls equal or better than the requirements of these specifications. c. Seed which has become wet, moldy or otherwise damaged In transit or storoQe wlll not be accepted. 8. Hydro-MulchinQ Materials a. The h/dro-mulching mix shall consist of wood cellulose mulching fiber, Conwed mulchin<;i fiber, or equal. b. Hydro-mulching Application: Hydraulic equipment used for the application of the fertilizer seed and slurry of prepared wood pulp shall be of the 'Super Hydroseeder' type as approved by the Landscape Architect. This equipment shall have a bullt-Tn agitation system and operotlnQ copaclty sufflclent to odltote, suspend and homogeneously mix o slurry containing not less than 40 lbs. of fiber mulch plus o combined total of 7 lbs. fertlllzer solids for each 100 Qollons of water. The slurry distribution Iles shall be !are enough to prevent stoppage and shall be equipped with a set of hydroullc spra1 nozzles which will provide o continuous non-flluctuating discharge. The slurry tank shall hove a minimum capacity of 1,500 Qallons ond shall be mounted on o traveling unit, either self-propelled or drown by a separate unit which will place the slur-ry tank and spray nozzles within sufficient proximity to the areas to be seeded. c. Fibe,, Wood cellulose mulchinQ fiber 'Conweb' or equal. d. Chemical additive: Seed-QermiatinQ additive 'Catalytic Pre-Merger'. e. Soil bonder: Ecology Control-M-Binder or equal. LPA • Architeciurr- Pl.cinni.;ig Interior ~W" Landscapt: Architectuff PLANTING SPECS G. Tree StakinQ Ma-t-eriol I. Stokes for Tree Support: a. Wood tree stakes: LodQepole pine stakes. full-length treated with cop8er nophthanote. Minimum nominal size: 2' in diameter x I 'long and pointed at one end <adjust lenQ-t-h to fit treel. Stokes shall be free from knots checks, splits. or disfigurements. b. Pipe tree: Block iron pipe 2' diameter x 10' long with metal cap, paint black as required. 2. Ties: a. 24" corded rubber tre os manufactured by Gro-Strait Products 14151934-4106) or approved equal. b. Rigid tie stock "LP as manufactured by Vil Company 1714/871-23D9) or tpproved equal. 3. Steel Guy Anchor: 4' diameter x 36' steel vane as manufactured by axwell Steel Company 1213/944-6619> or approved equoL 4. GuylnQ Hardware: a. Wire: Pilable 9 go. QOlvanlzed. b. Hose, 1/i new rubber hose. c. Turnbuckles: Golvonized or dip-painted, size as required. d. Cable clamps: Gplvanized, size as required. e. Safety sleeve: /z' white PVC full lenQth of wire. H. Miscellaneous Materials I. Sand: Washed river sand or equal. 2. Tree wound paint: As approved. Morrison Tree Seal, Cabot tree point.or equol. 3. Vine ties: Plastic vine ties. I. Mulch I. 'Walk-on-Bark' as supplied by Wickes Forest Industries/ Sequoia Forest Products, P.O. Bax 305, 6801 Avenue 430, Dinuba, Callfornlo 93818, <209) 591-2000. 2. The mulch shall consist of fibrous. woody bark mixture of varied particle size such that: Physlcol Properties: Percent PosslnQ 90 -100 80 -100 20 -60 Sieve Size 25.4 mm <l'l 12.7 mm ll/2') 6.35 mm <1/4') 3. Walk-on bark sample shall be submitted to City Inspection for review and approval prior to delivery on site. J. Wood Heoderboards I. Headerboords shall be 2" x 4' pressure-treated Douglas Fir o, Redwood construction grade. Spllces shall be mode with I" x 4" and shall not be less thon 12' in length, Stakes shall be placed at intervals of not more than 5' and shall be I' x 3' x 16'. All stokes shell be cut with level ~yt and set below top of header board. 2. On sharp turns and curbs, four:r2x 4-ln. lomlnoted board or two lx4-in. laminated boards may be permitted. 3. Stakes and splices shall be nailed with galvanized common nails. Nail as required for solid instollot1on. 4. Header boards shall be furnished as shown on the drawings end herein specified. They shall be laid true to line and Qrade and In a workmanlike manner. Care shall be exercised In laying the headers to protect adjacent Improvements and other properties from damage. All stakes shall be placed on Qround cover side of headerboord. K. Planter Pot Bock fill Bock fill with 'supersoll' avolloble from Rod McClellan Co .• Son Francisco <415/871-5655). L. Soil Separator Warren's Terra Bond polyester geotextile number 1115, 4.5 oz., 85 mils thick and 130/110 Qrab strength. Available from Warren's Turf Nursery, Inc., (714) 926-1528. M, Planter DroinaQe Rock DroinaQe rock to be 1/4" pea grovel and shall be clean, hard, should, durable, uniform in quality, and free of any detrimental quantity of soft, friable, thin, elongated, or laminated pieces, disinteQroted material, organic matter, all, olkoll, or other deleterious substance. N. Planter DrainaQe Medium J-DRain 1000 composite drainage system by JDR Enterprises, Inc., 725 Branch Drive. Alpharetta, GA 30201. <800) 843-7569. O. Aluminum Edging Permcloc. Cleon-line, Permaloc Corp. (800) 356-9660. i\f' 'ROV,:ll f'OR f'L1\NTli\C AN) IRklCATIO's ONI.Y. RC f. "AS OIJIL T" • • • • • • • • ------------.. "''" ·······-·-·····------______ ,,_ I 'sCI.IIDINC _PRECISE LOCATION OF PLANTING ARP.AS • 17848 Slo], P,ri< Ord< lrvine, CA 92714 .FA.X 714. 7.J3.161M 714. 753. 1001 A; 'l'IUJVl L; I Nl'INI I HING l'IAW.HI cnR I J A I I 1----+------j----- 1----+------j-------------------------------.. ---------· ------ 1----+------j---------------------l-----i-----l---__ ,, __ ----.... , .. -·-··---- " . -·····--·. I N I I 1 /\ I//, 11 I N I I I /\I I ) /\ I I I r~ I l I /\I 1H VISION DfSCilll'T ION II I Iii II ,\l'l'ilil\/1',I 1.· I I '' 1\l 'I 'l-1( )'✓ Al ' SH F ~ T ?D/l !J.S . - Rf V. I Wf ll flY: I h ',Pf C: flJR CITY OF ---------------------- TITLE SHEET FOR ------------~ CARLSBAD SEAPOINT RESORT PH II LANDSCAPE PLANS :<.✓ SLOPES I Af-'Pf-,:(J\/f-I) P~Hlllk .. A\'.-,i\16NI !>'.'iN ilY '. ..JH/JP CHK,; I\Y: A'f!. 't-/'✓W:;-I\Y: .JY r'RIJ.J i , .. : I hiiiJ I · CT97-06 • FIie No, i:\cadd\9501B\5018lspn.dgn IJA If 365-IL <I) w ...J u:: PART 3 -EXECUTION 3.01 INSPECTION Verify that final grades have been established prior ta beginning planting operations. Inspect trees. shrubs and liner-stock plant materl<JI for Injury, Insect Infestation and trees and shrubs for Improper pruning. Do not begin planting of tr-ees until deficiencies <Jr-e cor-r-ected or plants replaced. 3.02 PREPARATION A. Soil Prepor-otion I. After approximate finished gr-odes have been established, soil shall be conditioned and fertlllzed In the following manner. Nitrogen-stabilized organic amendment and ammonium phosphate shall, at the following rotes, be uniformly spread and cultivated thoroughly by means of mechonlcol tiller-Into the top 6' of soil. The following org<mic, soil amendments and fer-tilizer rates, and quantities or-e to be used for bid basis only. Specific planting specifications will be made after rough gr-ading operations ar-e complete and soil samples or-e tested by Con tr-actor. Appllcotlon Rotes: o. Nltrogen·stobilized organic amendment: 6 cu.yds. per 1,000 sq.ft. b. Ammonium phosphate 6/20/20: 15 lbs. per 1,000 3q.ft. c. 100 lbs. ogr-iculturol gypsum per 1,000 sq.ft. d. Soll sulfur: 20 lbs. pe, 1,000 sq. ft. 2. All sell areas shall be compacted and settled by opplicotlon of heavy irrigation to a minimum depth of 12 Inches. 3. At time of planting, the top two inches of all areas to be planted or-seeded shall be free of stones, stumps, or-other deleterious matter I' in diomete, o, lo,ge,, and shall be free from all wir-e, plaster, or similar objects that would be a hindrance to planting or maintenance. B. Final Grades I. After the foregoing specified deep watering, minor modifications to g,ode may be required to establish the final grade. These o,eos shall not be wor-ked until the moisture content hos been reduced to a point where working it wlll not destr-oy sell structure. 2. Finish g,odlng sholi Insu,e proper dralno<)e of the site. 3. Ali areas shall be graded so that the final grcdes will be I' below adjacent paved areas, sidewalks, valve boxes, headers, cleonouts, drains, manholes, etc., In turf a,eos, 1/2' below In ground cover areas. 4. Surface drainage shall be away fr-om all building foundations. 5. Ellmlnate all erosion scar-s. C. Disposal of Excess Soil Dispose of unacceptable or unused excess soil. 3.03 PLANTING INSTALLATION P1ont119 Date/Time. A. General I. Actual planting shall be per-formed dur-ing those per-lads when weather and soil conditions o,e suitable and in accordance with locally accepted pr-octice, as approved by the Landscape Architect. 2. Only as many plants os con be planted and watered on that some day shall be dist,ibuted in o planting area. 3. Contolner-s shall be opened and plants shall be removed In such a manner that the boll of ear-th surrounding the r-oots Ts not broken and they shall be planted and watered as herein specified immediately ofter r-emovol f,om the containers. Containers shall not be opened prior to placing the plants In the planting o,eo. B. Weed Control After soil prepor-atron and establishment of final grades prior to any planting, the Contractor-sholl lr-rlgate thoroughly for two to three weeks, or until the weed seeds h<Jve germinated. When there is sufficient weed seed germination. -the Contractor shall apply a post-eme,gent contact weed Killer occordlng to the di,ections of the ., manufacturer. The Controcto, shall then wait on additional two weeks to allow the weed killer-to dissipate, then plan as indicated in the plans and specifications. Contractor shall remove any residual foliage and/or roots. Herbicide applicator shall be licensed by the State of Collfornla. C. Layout of Major Plantings Locations fa, plants and outlines of areas to be planted shall be marked on the ground by the Contractor before any plant pits or-e dug. All such locations shall be approved by the Landscape Architect. If an underground construction or utility line is encounte,ed in the excavation of planting areas, other locations for planting may be selected by the Landscape Architect. D. Planting of T r-ees and Shr-ubs I. Excavation for planting shall Include the stripping and stocking of all acceptable topsoil encounte,ed within the ar-eos to be excavated for t,enches, tree holes, plant pits and plantlng beds. 2. Excess soil generated from -rhe planting holes and not used os bock flll or In estobllshlng the flnol g,odes shall be ,emoved from the site. 3. Shope: o. Vertical sides and flat bottom. b. Plant pits to be square for box moterlol, clrculo, for- canned material. 4. Size: All trees shall have planting pits dug twice the diameter- and twice the depth of the root boll.Bockflll around the rootboli with prepared back fill mix. 5. Protect allor-eos from excessive compaction when trucking plants or other material to the planting site. 6. Can Removal: o. Cut cons on two sides with on acceptable can cutter. b. Do not Injure root ball. c. Do not cut cons with spade or-ox. d. Carefully r-emove plonts without Injury or damage to root boll. e. After removing plant, superficially cut edge roots with knife on three sides. 7. Box Removal: o. Remove bottom of plant boxes before plantlng. b. Remove sides of box without damage to ,oot boll ofte, positioning plant ond por tiolly bock filling. Tue Jun 16 09:29:10 1998 8. Center plont in pit or trench. '3. Face plants with fullest growth Into prevolllng wind. 10. Set plant plumb and hold rigidly in position untll soil has been tamped firmly around boll o, r-oots. II. Container plants sh<JII be back fllled with: 5 po,ts by volume on-site soil 4 po,ts by volume organic amendment 18 lbs. Gro-Power Plus per C.Y. of mix I lb. iron sulphate pe, C. Y. of mix The preceding Is for bid basis only and specific backfill specifications will be mode ofte, ,ough grading operations ore complete and soil samples ore tested by Contractor. 12. All plants which settle deeper-than specified above shall be raised to the correct level. After the plant hos been placed, additional bock fill shall be added to the hole to cover approximately one holf the height of the root ball. At this stage, water shall be added to the top of the par"tly filled hole to tho,oughly saturate the r-oot ball and odjocec,t soil. 13. After the water hos completely drained, planting tablets shall be placed as indicated below. One <SGl tablet per flat size plant. One tablet per one·gollon container. Two tablets per five-gallon container. Th,ee tablets per IS·golion container-. Four tablets per 24' box. Five tablets per 30" box. Six tablets per 36" box. Seven tablets pe, 42' box. ll::JQl:)er;tablets per 48' and those box sizes which are 14. The remoinde, of the hole shall then be back filled. 15. Pion ting tablets shall be set with each plant on the top of the root boll while the plants o,e stlll In their containers so the <'eqi..>'i""'1:l number of tablets to be used in each hole con be easily 16. After bock filling: An earthen basin shall be const,ucted around each plant. Each basin shall be of o depth sufficient to hold at least two inches of water. Basins shall be of a size suitable for the individual plant. In no case shall the basin for a 15-gollon plant be less than four feet In diameter-; o flve·gollon plant less than thr-ee feet in diameter; and o one-gallon plant less than two feet in diameter. The basins shall be constructed of amended bock fill mote,lols. 17. Pruning: Pruning shall be limited to the minimum necessary to remove injured twigs and branches and to compensate for loss of roots during transplanting, but never to exceed one thi,d of the b,anchlng structure. Upon approval of the Landscape Architect. pruning may be done before deliver-y of plant, but not before plants hove been Inspected and approved. Cuts over 3/4' In diameter-shall be pointed with t,ee·wound point. 18. Stoking and Guying o. Stoking of all t,ees shall canfo,m to tree stoking and tree guying details. b. Ali guys ar-e to be flogged. 901/. wire length Is to be ae.,ered. White PVC 1/4"-dlometer tube cover-Ing shall be c. One tree of each size shollbe staked and approved by the Landscape Architect prior to continued stoking. E. Plantln<J of Groundcovers I. Groundcover plants shall be grown in flats, (I) gal. containers, o, token os cuttings, as Indicated on the plans. Flotgr-own plants <rooted cuttings) shall remain In those flats until transplanting. The flat's soil shall contain sufficient moisture so that it will not foll apart when lifting the plants. 2. Gr-oundcover shall be planted In straight rows and evenly spaced, unless otherwise noted, and at Intervals called out In the drawings. Triangular spacing shall be used unless otherwise noted on the drawings. 3. Each rooted plant shall be planted with Its proportionate amount of flat soil, in o manner that will insur-e minimum disturbance of the root system. but in no case shall this depth be less than two nodes. To ovoid drying out, plantings shall be immediately sprinkled ofter-planting until the entire area Is soaked to the full depth of each hole, unless otherwise noted on the drawings. 4. Core shall be exercised at all times to protect the plants ofter plontlng. Any damage to plants by tr-ompllng or other operations of this contract shall be r-epol,ed Immedlately. F. Planting of Lawns I. Hydroseeding a. Hydroseeding shall not commence until all codes, shrubs, ground covers which occur in hyd,oseeded areas hove been planted and final gr-odes approved. b. Hydroseedlng shall Include oppllcotlon of mulch, fer-tlllze, and seed, planting bed preparation, pre· on<;; post-planting irrigation. c. Seed shall be fresh, clean, new certified crop seed, composed of the followlng var-reties mixed In the proportions Indicated in all the areas shown on pion as Turf.' d. After soil preparation. establishment of final grades and weed cont,ol, the surface 2" of soil shall be loosened by ho,row or ,ototlller and floated level and l,,lgoted Just prior to plantin<J. 2. Pcepo,ation a. The slun-y orepor'"otlon shell toke place at the site of wor""k and shall begin t,y adding water-to the tank when the engine Is at half throttle. When the water level hos reached the height of the agitator shaft, good recirculation shall be estobllshed and, ot this time, the seed and chemical additive shall be added. Fe,tlllze, shall then be added followed by wood pulp mulch. The wood pulp mulch shall only be added to the mixture ofter the tonk Is at least one third filled with water. The engine throttle shall be opened to full speed when the tonk Is half filled with water. All the wood pulp mulch shall be added by the time the tank ls two thirds to three fourths full. Spro)'lng shall commence five minutes ofter"" addition of the chemTcal additive when the tank Is full. b. Application Rotes for Tur-f Fiber Seed Fertilizer-Mix Chemical Additives Binder- 2,000 lbs. per acre 550 lbs. per acre 400 lbs. per acre 3 lbs. per acre 100 lbs. per acre 3. Application, The operator shall spray the orea with a uniform visible coot by u5lnq The green color of the wood pulp as o guide. The slurry shall be applied in a sweeping motion in on crcried stream so as to fall like 101n. allowing the wood fibers moteriol TO spreed ct tile required r(lte per acre. 4. Time Limit: All slurry mixture which hos not been applied within two hours after mix In<, will be ,ejected and removed from the project at the Contractor's expense. 5. Irrigation: Immediately ofter completion of hydroseedlng. each (lreo sholl be irrrgoted. Irrigation during the germinotion period of the seed shollkeep the hydromulch moist at all times without cr-ect-Tng runoff, erosion or over saturotlori. The irrigation system rs to be in operating condition and hove been tested before planting ls s+o,..-+ed. 6. Reseeding: o. All bore spots shall be reseeded by the Contractor within 10 days. The Contractor will be responsible for all reseeded areas for os long ofter seedTno as necessary untll on acceptable stand of gross Ts realized and oppr-oved by the Landscape Architect. b. All tur-f-locaTed tree basins shall be removed and seeded or sodded by hond 30 days prior to end of malntenonce period or sooner, at the Controctor's dlscr-etlon, providing odequo+e deep watering of tree Is continued throughout the establishment per""Iod. G. SOD PLANTING I. Prepor-Ing soil: Remove rocks, weeds, debris fr-om area to be sodded. Work I.IP soil to o depth of six lnches. and b,eak up all clods. Soll prep oil areas as noted elsewhere In speclflcotlons. 2. Grading ond Rolling: Carefully smooth all surfaces ta t,e sodded. Roll area to exposed so sell depressions or sur+oce ln--egulor-rties. Regrade as requfred. 3. Fer-tlllzing, Spread turf fertlllzer (12/20/0) onto the soil evenly a+ the rate of one pound per 100 sq.ft. of lawn. 4. Laying Sod, Loy first str-lp of sod slobs along a stral9ht line cuse a string In lrre9ular areas!. Butt Joints tTghtly; do not overlap ed9es. On second str-lp. stagger Joints much as In loylnQ bricks. Use a sharp knife to cut sod to flt curves. edges. and sprinkler heads. 5. Water-Ing: Do not lay whole lawn before water-Ing. When o conveniently large area hos been sodded, water lightly to preventing dryfng. Continue to lay sod and to water untll Installation Is complete. 6. Rolling Sode After laying all sod, roll ll9htly to eliminate Irregularities and to form 900d contact between sod and soil. Avold a very heavy r-olter 01 excessive lnttlol woterln9 which moy ccuse roller marks. 7. Irrigation: Water thoroughly the completed lawn surface. Soil should be moistened at least ei9ht inches deep. Repeat sDrinkling at r""eQular inter-vals to keep sod moist at all times until rooted. After sod is established. decrease fr-eauency and lncreose amount of water per appllcatton os necessary. 8. Replacement: Replace all dead or dying sod with equal material cs dTr--ected by Land:sape Architect. H. POT PLANTING I. If not specified In plant legend. onnuol color choices shall be submitted to Ownel'" for-appr-oval pdor to orderfn9 .. 2. Place all pots and llners as re<::iulred and as located on plans. 3. Watecproof planters If Indicated. 4. Bock fill with pea <;1rave1 as Indicated an drawings. 5. Ins toll soil separator. 6. Backfill pot to within I' of rim with potting soil mix. I. MULCH COVER All planting areas not In tur-f to be dressed with three one inch loyers of mulch. J. VINES Attach vines to wall wlth plastic vine ties per manufac"turer recommendations. LPA • Ardtitttrurt • Planning • l ntmcr Dmgtl I PLANTING 3.04 CLEAN-UP After all plantln9 operatTons have been completed. r-emove all trosh. excess soil. empty plant containers or rubbish from the prope,ty. All scars. ruts or other mar-ks In the ground caused by this work shall be repaired and the ground left In a neat and o,der-ly condition throughout the site. Cleanup contractor shall pick up all Trash resulting from thls wor'"k no less freouently than each Friday before leaving the site, once a week, and/or the lost working day eoch week. All tr-ash shall be removed completely from the site. The Contractor sholl leave the site area broom·clean and snail wosh down alt paved areos within the Contract area. leavln~ the premises In a clean condition acceptable to Owner and Landscape Architect. 3.05 OBSERVATION SCHEDULE A. Nor-mcl progress in.spec"tlon shall be requested by the Contractor-fr-om the Landscape Architect & City Landscape Inspector at least 48 hours in advance of an anticipated site visit occordinQ to the indicated pion are required as follows: Completion of fine grading. I. Final grade review: 48 hour-s. 2.. Plant moteriol revlew: 48 hours. 3. Plant layout review: 48 hours. 4. Soil preparation and planttng operations.One tree with eoch type of specified stoking shall be approved prior to planting of trees -48 hours. 5. Premointenonce: Seven days. 6. Final walk through, Seven days. B. No site visits shall commence wltnout all items noted In previous observation repor-ts either-completed or remedied unless such compliance has been waived by the Owner. Follure to accomplish punchllst tasks or prepare adequately for oesl,eo Inspections shall make the Contractor responsible for rermbursfn9 the Landscape Architect at hi:s current billing rates per hour Cplus transportation costs). No further Inspections shall be scheduled until thfs chorge has been paid and received. -END- SPECS • L:ndwpt A-rcltittt.turz ---------------··· .... ··----------, APPROVED FOR Pl.ANTINC AND IRRIGATION ONLY, INCLUD_!JG PRECISE l.OC4TION OF PLANTl'lG AREAS. RcE ____ _ EXP.--··· • • • • • • 17848 Slty P•rit C/ttl, Jrvt,u, CA 92714 FAX' 714. 753.1618 714. 75J.100! APPROVED ENGINEERINC PLANCHELKLH --0,.-A ... T=-E,----j ·--------------.. ..... -.. If----+---+-·-----------------.. 11----+----+------------------..... ,,,,_, 11----+----+--··---------------····· Pt VI f Wf n ····------INSCECTOR .. ,.+----+-----+---,----! TITLE SHEET FOR: DAT[ DATE SHEETS 21 11----+----+------------------·· -- ..... ----------t--........ . CARLSBAD SEAPOINT RESORT PH. II & SLOPES LANDSCAPE PLANS ____________ ... ....... . .. -·-------------APPRO~r-. ft1··"··(/__ii'!'._==.========= ASS I ~ T .. p ){JIN~ I ~ ,/.~: '.,l~J ilP~f/'!C~li_()~R---------1--Z3-9f . [)ATE IN. 11 A -··· ------····------· """' .. REVISION IJI SCHIPTJON . -----------_,, ..... ~----,'-T I INI Ti,\+--n-A-TE---,-1'-/_T_l--,A ~~~/;~,--fw!.lf ~k~~;-~- 0 -~ 6 ()-1 UIHC.R Al·'!'IUVAI_ CJT'i APPROVAL RVWD B"i: JY ... ~------~ l)A I l_ DATE I DRA~ING rm. 365-IL FIi• No, i:\c•dd\95018\5018/sp2.dgn