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HomeMy WebLinkAboutDWG 480-3T; CT 13-03; RIDGE AT ROBERTSON RANCH; 01-28Client: Toll Brothers 4980 EL CAMINO REAL CARLSBAD, CA 92010 Ph: (760) 720-5485 Contact: MARCO MEZA-RUIZ Consultants: Landscape Architect: LandCreativelnc. 3195 B Airport Loop Drive Costa Mesa, CA 92626 PH: (714) 352-7574 Contact: David B. Solkowitz Architect: Dahlin Group, Inc. 5865 Owen Drive Pleasanton, CA 94588 Ph: (925) 251-7200 Contact: - Abbreviations: AC. ASPHALTIC EA_ CONCRETE E.C.R. A/C AIR CONDITIONING E.J. A.O. AREA DRAIN ELEV. ....., ALIGN EQ. ARCH. ARCHITECT(URAL) ESP. AUTO. AUTOMATIC EXIST. EXT. BLDG. BUILDING BLK. BLOCK F.F.E. B.C.R. BEGINNING CURB RADIUS F.G. B.S. BOTTOM OF STEP F.N. B.W. BOTTOM OF WALL F.J. C.B. CATCH BASIN F.L. C.I. CAST IRON F.O. C.J COLD JOINT F.0.C. 'i' CENTER LINE F.O.W. CLR. CLEAR F.S. COL. COLUMN FT_ CONC. CONCRETE FTG. CONT. CONTINUOUS G.A. d. PENNY (NAIL SIZE) GAL. DBL. DOUBLE GALY. D.D. DECK DRAIN G.C. DET. DETAIL G.F.F. DIA. DIAMETER OIAG. DIAGONAL GRD. DIRECTION OF ---FLOW HORIZ. H.P. DIM. DIMENSION HT_ D.F. DOUGLAS FIR D.L. DRAIN LINE I.D. ON DOWN INV. D.S. DOWN SPOUT INT. DWG. DRAWING JT_ Civil Engineer: Irrigation Consultant: Michael Baker -International 5050 Avenida Encinas, Suite 260, Carlsbad, CA 92008 Irrigation Design Plus 117A 42nd St. Newport Beach, CA 92663 Contact: Paul Cardenas Ph:17601 476-9193 Contact: Erick Sampson esampson@mbakerintl.com Structural Engineer: ESI/FME 1800E .. 16THSTREET,UNITB SANTA ANA, CA 92701 Ph: (7141 835-2800 Contact: RAMON R. WONG EACH END CURB RADIUS LA EXPANSION JOINT ELEVATION M_ EQUAL MAX . ESPALIER MIN. EXISTING MED. EXTERIOR MFR. MISC. FINISH FLOOR ELEVATION NAT. FINISH GRADE NO. FINISH(ED) N.I,;~- rGUNTAIN JCT N.·f.S. FLOW LINE O.C. FACE OF O.D. FACE OF CURB 0.S. FACE OF WALL FINISH SURFACE P.A. FOOT OR FEET P.E. FOOTING P.L. GAUGE P.0.B.$ GALLON P.O.T. GALVANIZED GROUNDCOVER P.S.I. GARAGE FINISH FLOOR PR. GRADE PREFAB. HORIZONTAL R/RAD. HIGH PONT REF. HEIGHT REV. RG. INSIDE DIAMETER RWD. INVERT R.G. INTERIOR R.E.S. JOINT R.S. LANDSCAPE SHT. SHEET ARCHITECT SIM. SIMILAR SPEC. SPECIFICATION MULTI-TRUNK S.L. SCORE LINE MAXIMUM SQ. SQUARE MINIMUM STD. STANDARD MEDIUM STL. STEEL MANUFACTURER S.4.S. SAWN FOUR MISCELLANEOUS SIDES NATURAL TURF NUMBER T.C. TOP OF CURB NOT IN CONTRACT T.0.C. TOP OF COPING NOTTO SCALE T.F. TOP OF FENCE T.O.F. TOP OF FOOTING ON CENTER T.G. TOP OF.GRATE OUTSIDE DIAMETER THK. THICK(NESS) ORNAMENTAL STEEL T.P. TOP OF PILASTER PLANTING AREA T.S. TOP OF STEP PAD ELEVATION T.W. TOP OF WALL PROPERTY LINE TUBE. TUBULAR POINT OF TYP. TYPICAL BEGINING POINT OF WI WITH TANGENCY W/0 WITHOUT POUNDS PER WD. WOOD SQUARE INCH W.I. WROUGHT IRON PAIR W.L. WATER LINE OR PREFABRICATED WATER LEVEL RADIUS W.W.M. WELDED WIRE MESH REFERENCE REVISION W.S. WATER SURFACE ROUGH GRADE REDWOOD ROOT GUARD RE-SAWN ROUGH SAWN General Notes: ----. ---------. --------~------ I anc 483 Nels on Ct., Carlsbad, CA 92010 -> Vicinity Map: Location Map: CITY PACIFIC J) OCEAN l CITY OF INCINll'AS /' C ,, '·~· -· ,. ----------·--·-=·---· """~'w,',·, .... .,...._,_~~- Sheet Index: Sheet Sheet Sheet Consultant: Reference: Description: Number: Landscape coo CoverSheet of28 LC 1.01 Lot 103-Monor-Construction Plan 2 o/28 LCl.02 Lot 102 Spanish -Construction Plan 3 of28 LCl.03 Lot 101 Tuscan -Construction Plan 4 of28 LC2.01 Lot 103 Manor -Elevation I Section 5 of28 LC2.02 Lot 102 Spanish -Elevation / Section 6 of28 LC2.03 Lot 101 Tuscan -Elevation/ Section 7 of28 LC2.04 Construction Details 8 of28 LC2.05 Construction Details 9 of 28 LC2.06 Construction Details 10 of28 LC2.07 Construction Details 1 1 of28 LC2.08 Construction Details 12 of 28 LC2.09 Construction Details 13 of28 LC3.0l Construction Material Schedules 14 of28 LC3.02 Construction Notes and Specifications 15 of28 LI 1.01 Lot 103 Manor -Irrigation Pion 16 of28 LI 1.02 Lot 102 Spanish -Irrigation Pion 17 of28 Lll.03 Lot 101 Tuscan -Irrigation Plan 18 of28 Ll2.01 Irrigation Details 19 of28 Ll3.01 Irrigation Notes and Specifications 20 of28 Ll3.02 Irrigation Hydrozone Map 21 of 28 LP 1.01 Lot I 03 Manor -Planting Plan 22 of28 LPl.02 Lot 102 Spanish -Planting Plan 23 o/28 LPl.03 Lot 101 Tuscan -Planting Pion 24 of28 LP2.01 Planting Details 25 of28 LP2.02 Planting Details 26 of28 LP3.01 Planting Notes and Specifications 27 o/28 LP3.02 Planting Notes and Specifications 28 of28 DB(il.ARA!JON or DSPONfflRJ,J WAJW1: I HIREIJY llEUAli£ 'IHAT I All 1HE UCENSm Df!IGHER OF IIQWC' FOR 1HIS ~TI HA\<I' ~ ~ CHARGE Ola 1Hf Ol.$IIIN OF 1HIS MO/£Cr AS IN SEC1ION 81m OF 1H( 8CISNSS AND flfta'ESSfCWS ctJIJE AND 'IHAT 1HE DESIGN IS CONSllnfNr llflH CUflllENT STANDAROS. I INJIRSTAND 'IHAT 1HE OIECI( OF PROJE.r:1 lllMNWm AND SPEaflCA'IKWS 8Y H ·" _,_, CITY OF CARI.SIMD AND SAIi DIEGO CQ/NTY ~ OF DMl'QVlMNT.U. H£M.1H IS COW/NED 10 A --CKY MD DOl'S Har RBlr1II' a,g AS 1HI uaNSfD aatoNa OF ..._ a, MY RIP1fwSIIIU'ID FOR PffQECT llE5r«4.. DfES l'lANS HA\<I' BIEN l'flEPARED IN SUBSTANlML QONFORIIANCEPIIOmllflHl!1 H N'M0\'11> I.NIDSCAl'E CONt:fl'1 RAN. WAJllt CCMERVAJIQ'4 RAN. FIR£ PROmmON RAN. AND AU. OONDIJIONS 0, N'flWOVAI. RIU7ED 10 lANDSC:AANa January 17, 2016 l'HON£ NQ ( 7; .;;3;;;52;.;-7..:;5.;.;72;.... ______ _ /ll'G/S1ltll'IICW HQ 3779 EJll'/RA110N DA11': 7 /31/201 7 -"---------- lJA'QR P!J.-■llll1' LANDSCAPB DJ!ClillTlON: - I NI F.4 .. IM lffll H talRIIEH1S FOR I.Nl)5f:NJfi N/0 MMDtW flWIS «wTAND IN Harr 0, CARl.aAD'S &.4MIISIW1I Ill.MM&. " IIIJIR lhllJINI l.lr/lJtWIE IUIUJfQIIS I HA~ l'IIIPAf"8 DIS ,W, II ctlUl'IIN«Z lfflf 1HOIII RIIIUJIWNI Ne H I.NIDlllflll'I IIIMIAL I «RrFf 'IIMT 'DI! l'IAI IIIUIIIII/JS 1HOISE IUIUJIWNI JD f'IWAtil« mtOINT USE o, Ill& ft ~'11-JD::f'; Januaryl7.20l6 l'HOfi/E NQ ( 714 J .;;.35;;;;2.;.-7,;;;57..:;2'--------l. INSTRUCTIONS TO THE CONTRACTOR: THE CONTRACTOR IS HEREBY NOTIFIED OF THE LOCAL AGENCY REQUIREMENT OF FILING APPROPRIATE LICENSE AND INSURANCE INFORMATION (DOCUMENTS) WITH THE LOCAL AGENCY PRIOR TO THE ISSUANCE OF PERMITS. Site Map: I I I Refer to Sheets: 2, 16,22 I I I Refer to Sheets: 3, 17,23 I I I Refer fo Sheets: 4, 18,24 /IIE'GISlltA'IICW NQ 3779 EPIRA'IICW DA11': ""7"'/3;.li.;;2;a.Ol"-7 _____ _ I 2. ALL CONSTRUCTION SHALL CONFORM WITH ALL CURRENT GOVERNING CODES AND ALL APPLICABLE ORDINANCES AND REGULATlrn~s, SPECIFICATIONS, AND DRAWINGS. 3. SAFETY STANDARD~: IT IS THE INTENT OF THESE DOCUMENTS TO INCORPORATE THE SAFETY STANDARDS OF LOCAL AND NATIONAL DIVISIONS OF INDUSTRIAL SAFETY. SUCH STANDARDS SHALL BE COMPLIED WITH WHETHER OR NOT SPECIFICALLY DETAILED. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR FOR SAFETY AND SAFETY STANDARD DURING CONSTRUCTION. 4. ALL PROPERTY LINES AND LOT LINES SHALL BE VERIFIED PRIOR TO COMMENCING WORK. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES, PIPES, AND STRUCTURES. THE CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES. 6. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AND/OR GRADE DIFFERENCES WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS EXIST THAT MAY NOT HAYE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION. 7. THE LOCATION OF FEATURES TO BE CONSTRUCTED NOT SPECIFICALLY.DIMENSIONED MAY BE DETERMINED BY SCALE. VERIFY SUCH CONDITIONS WITH OWNER'S REPRESENTATIVE. 8. ALL CURVE TO CURVE TANGENT LINES SHALL BE NEAT, TRIM, SMOOTH, AND UNIFORM. 9. LANDSCAPE ARCHITECT SHALL BE NOTIFIED AFTER THE SITE HAS BEEN STAKED-OUT PRIOR TO THE CONTINUATION OF WORK. 10. NO CHANGE IN CONTRACT PRICE SHALL BE ALLOWED FOR ACTUAL OR CLAIMED DISCREPANCIES BETWEEN EXISTING GRADING AND THOSE SHOWN ON PLAN UNLESS SUCH DISCREPANCIES ARE BROUGHT TO THE IMMEDIATE ATTENTION OF THE OWNER IN WRITING. 11. ALL PAYED AND FINISH AREAS SHALL SLOPE TO DRAIN. 12. ALL PLANTING AREAS SHALL DRAIN AWAY FROM STRUCTURES TO A MINIMUM OF 2% UNLESS OTHERWISE SPECIFIED ON PLANS. 13. ALL PAYED AREAS SHALL DRAIN TO A MJNIMUM OF 1%. 14. WRITTEN DIMENSIONS TAKE PRECEDENCE OYER SCALE DRAWINGS. 15. EACH CONTRACTOR (TRADE) SHALL BE RESPONSIBLE TO PAY FOR AND OBTAIN ALL NECESSARY BUILDING PERMITS AS MAY BE k'.t:QUIRED BY LOCAL AGENClt:S. AS Wl::LL t:ACH CONrnACTOR SHALL PROYIDC ALL DRAWINGS, SCHt:DUU:S, AND SPECIFICATIONS AS MAY BE REQUIRED FOR BUILDING PERMITS. 16. ALL.DIMENSIONS SHALL BE VERIFIED AGAINST EXISTING CONDITIONS AND ALL DISCREPANCIES REPORTED TO THE OWNER. 17. IN AS .MUCH AS THE REMODELING/REHABILITATION OF THE EXISTING CONDITION/STRUCTURE REQUIRES THAT CERTAIN ASSUMPTIONS BE MADE BY LANDCREATIYE, INC. LANDSCAPE ARCHITECTURE (LCI) REGARDING EXISTING CONDITIONS, AND BECAUSE SOME OF THESE ASSUMPTIONS MAY NOT BE VERIFIABLE WITHOUT THE CLIENT'S EXPENDING SUBSTANTIAL SUMS OF MONEY OR DESTROYING OTHERWISE ADEQUATE OR SERVICEABLE PORTIONS OF THE CONDITION/STRUCTURE, THE CLIENT AGREES, TO THE FULLEST EXTENT PERMITTED BY LCI, TO INDEMNIFY AND HOLD HARMLESS LCI, ITS OFFICERS, DIRECTORS, EMPLOYEES AND SUBCONSULTANTS AGAINST ALL DAMAGES, LIABILITIES OR COSTS, INCLUDING REASONABLE ATTORNEYS' FEES AND DEFENSE COSTS, ARISING OUT OF OR IN ANY WAY CONNECTED WITH THIS PROJECT, EXCEPTING ONLY THOSE DAMAGES, LIABILITIES OR COSTS ATTRIBUTABLE TO THE SOLE NEGLIGENCE AND WILLFUL MISCONDUCT BY LCI. Additional Notes: l. A SEPARATE CITY REVIEW AND APPROVAL IS REQUIRED FOR ANY PORTIONS OF THESE PLANS REQUIRING A BUILDING PERMIT. CITY APPROVAL OF THESE PLANS IS FOR LANDSCAPE PLANTING AND IRRIGATION ONLY. L:\ 1.0 Projects\2015\LCI 15008 Toll Bros-R Ranch -Ridge Models\05 CO Const. Oocs\05.02 CD Sheets\LCI. 15008 -COO Cover Sheet.dwg I I I I -... ill TI • c:n::i □ . .:- LOT 103 Plan 1X-M Cadencia E!ev: 'Manor' ,,,,.,.,o,wc,..r ~~~~~Mh1$~ ~~-~~ LOT 102 Plan 2SC Carrillo Elev: 'Spanish Colonial' ♦F i-,:1.0 .,_[, 149,J I IMIT OFWOl!K LI/SI-(>F WOP( --10,.~ ~ ~ rtOOOOffi §ljjjjjjjj,tt lllll!!IBITT ~ !ffi!!!!!ITT LOT 101 Plan 4T Terramar Elev: Tuscan' ~r.r. IS2.2 ~E.-01.5 ~H+tt!+HtH·. !Dl -~- t111111lli #llffl = 11,;,roc \'/•OP', ~ ~ '///J0M • NELSON COURT AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 1,1,1 I I )f ',"l'JSK L M'l C we,,<' I I I I I I I I ! I 83 0 I 6 I 12 lffo:D Scale: 3/32"= l '-0" 36 BACJQM11' PRIVHNTlft TDrutG; AU. RIIGADtW &UWR.Olf l'IIN1f1IR5 SHAU. a iii,SIIO 8Y A CDIND IDIIR l'iND ~ IE 6NN JD 'DI! arr MID H CMtSIMD MHQl'AI. 11111N DISllt#:I WE 1/thUJr ,_ l/£7IR Ne ,,,...,,,, SHAU. IE '\WJBlu If HNID t:OlffR': NfflOVED t:aliltAC1 IMJCl'lOw IDIIRS CIM IE RlUND OIi H arr E SIIE A1! HTJP:/illnC.W.51WX'A.OOVl,llinflD.IDB'.MilaiS/IM FOR lftmUD at HTJP://IIIIIIICAIIL!llMIJMGOVl,llinflD.IDB'AllUNJS/IIM~ POTNU Qt CW. (180) G-2'22. INSPICTION rJOCBDUBES: './/OF ':POF'FOR INSl'fmJON l'RGCEiJIJIIO M!'(CDtW 0, H lffOffr_, ... SHAU. IE l'EilftlUD BY H ~ NttHrB;r 0, llalllt, OR ,_ IIDIIINAJID AIJBIT. IIIEflR JD H s,m,JMJIWNI FOR 'DI! sam&E o, J1IQUND JflSl'El:IICWS Ne ....,, sraJTALS RIWllM ct1IIIU1ION o, .... H ~--NKHJFCr.. 0,.,,. 111M laL IDIFY 'IIMT H IIIS1'AUADtW HAS Bml 1D1U11D BY SlaTilll8 H "tlRilfll)uDf 0, flQIIUIJOII" l'W A /RUEST FOR A l'l'MI. ~ INSl'EC1ION BY 11/t 111'1 IMTr Al.SO IE IINJE BY CAUMi .,,. INSl'EC1/0N IRUESTIK i:#.%1f"A!L1¥4:.f §## PMOB TO BEGINNING LANDSCAf! :WORK: 11/E CQ'<IIIMCIQt SHAl1 a;wr,er lHf DlllWl,IR 0, MRI' l'RIIJt 1t' -~ 111M ,., 111[ DlllWl,IR 0, MRI' SWL ,.,.., 11/E l'ROE.Cr IJill1Y LOCA'IDIS Ne Ra& flWIS ACCCID«II.Y JD l'W.Y SCRaN AU. U1111D FRf1II .., ,., IWOm:r ALL U1111D (AIIOII: " mow GWAIJrJ FR01111VASn£ Pf.ANT GROW1H MID II001S · ..•.. csoo APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE _37_7_9 __ EXP.7/31/2017 DATE REVIEWED BY: INSPECTOR DATE The~e clocuments me thB rroperty of Land Creative, Inc. and are not to be copied, reproduced, disposed of, either directly or indirectly, used for another project or any purpose whatsoever without expressed and written permission of LandCreatlvelnc. l----+---+----------------11----1----+---+----1 I SHfET I CITY PL?N~NG~11s~~BAD ~ ~ LAMJl!'CAPE IMPROVEMENT PLANS FOB The Ridge at Robertson Ranch I APPROVED: 1%,A c.r-Eii--rt 'Z 0-,~ I Pl.ANNING DAT£ INITIAL DESIGNER OF WORK REVISION DESCRIPTION D BY: PROJECT NO. DRAWING ND. DATE INITIAL DATE INITIAL CHKD !IY: CT 13-03 480-3T Olll(R APPROVAL CllY APPROVAL RVWD av, ----- "'" w ~ ~ ~ u ~ ~ 00 ~ ¼ -' w 0 < I ¼ "' ' 0 - F.0.B. "'" 9 N 00 00 I ©ml REFER TO I SHEET LC2.0l B I "'I °' ~. ~ 21 ~. I I I I I I I PA PA 5'-0" PA I I I PA PA 2.8~-•~J"'"~i I 122T11C3'6.6)--..__ I I I f r----..1 PA I •---- I, ~ Ii I I' il_ PA PA PA 3; 0 cc L:\ 1.0 Projects\2015\LCI 15008 Toll Bros-R Ranch -Ridge Models\05 CD Const. Docs\05.02 CD Sheets\LCI . 15008 -LC 1.01 Plan l X Manor -Const. Plan.dwg q: 2'-11" q: • • 'f 'I 4'-10" 4'-1 O" I 'j 2'-0" 2'-O" 2'-0" en q 1 ··"-rl"- [,J .. ... f ··. ------------------------- 4'-10" 'I I I • ....I - 2'-O" 2'-0" 2'-O" 2'-0" l l'-3" WATER FEATURE 9'-4" SHADE STRUCTURE LOT 103 Plan 1 X-M Cadencia Elev: 'Manor' ~.F. 148.2 ~P.E. 147.5 /_l· ··•··•--]· ••·r•. -.. • ·1 •··• ... ··· .. r ··-····· ~ l 1-----+--1 :i······· --(j: I ' .................. ··--I SH l.F PA 3.6 4'-2" PA ---WORK 12'-8" ~· 0 ........ , 0 ....... . UP .. -----..... ---. --1--.. t 4'-0" ~REFER TO SHEET LC2.0l 1 '-6" NELSON COURT I r - 6'-6" l '-6" ' -~ -ORK 6'-6" ~~ ~ " PA PA PA ~----1J /""-----t l. 1 .,,--i2.4 "'" ct;> "' ~ b - ---WATER FEATURE EQUIPMENT .,,--if 2_6 --"if ---+----+--+-------"kF.O.B. __,-,2.9 PA I r PA J_ These documents are the property of LandCreative, Inc. and are not to be copied, reproduced, disposed of, either directly or indirectly, used for another project or any purpose whatsoever without expressed and written permission of LandCreativelnc. 07-]l ,7 • r,;:e•:CJ,~~· * CGte 8 I CONSTRUCTION LEGEND-Plan lX MATERIAL REFERENCE DETAIL DETAIL TAG: ITEM & DESCRIPTION: SHEET LC3.0l: NO.: SHEET: PILASTERS, WALLS & FENCES: (ill 5'-6"TALL WALL AT BACKYARD PR-I B LC2.04 @ 30" TALL GARDEN WALL AT FRONT YARD PR-l C LC2.04 @) 5'-6" TALL WOOD GATE AT BACKYARD PT-1 f LC2.07 HARDSCAPE: CID INTERLOCKING CONCRETE PAYERS AT DRIVEWAY P-1 H LC2.09 @) STONE TILE PAVING AT FRONT PATIO T-1 B LC2.09 @) PORCELAIN TILE PAVING AT BACKYARD TERRACE T-2 B LC2.09 (TI) WOOD DECK AT BACKYARD PT-1 D LC2.05 @) STONE STEPS T-1 I LC2.09 @ INTEGRAL COLORED CONCRETE PAVING C-1 A. E LC2.09 @ COLORED CONCRETE POT PEDESTAL C-1 C LC2.05 @) 3"-5" LOOSE BEACH PEBBLES (8" DEEP) 5-2 f LC2.09 (ID SYNTHETIC TURF STRIP AT DRIVEWAY Ml-4 -- AMENITIES: (ill WATER FEATURE AT FRONT YARD [PER D LC2.04 DETAIL @ BBQ COUNTER AT BACKYARD (PER A LC2.04 DETAIL @) OVERHEAD TRELLIS WITH CANVAS AWNING PT-2 A LC2.0S @ GRANITE TUB & RAIN CHAIN WATER FEATURE Ml-2, B LC2.05 Ml-l (ill GRANITE BENCH Ml-3 -- (ill PLANTED POTS (WITH IRRIGATION AND DRAINAGE). REFER -F LP2.02 TO PLANTING PLANS. (ill FURNITURE (PER INTERIOR DESIGNER) PA PLANTING AREA -REFER TO PLANTING PLANS I CONSULTANT LEGEND TAG: ITEM: REMARKS: 0 ARCHITECTURE REFER TO ARCHITECT'S PLANS [I] PROPERTY LINE REFER TO CIVIL PLANS @] CONCRETE APRON REFER TO CIVIL PLANS lfil CONCRETE CURB & GUTTER REFER TO CIVIL PLANS [IJ PRODUCTION SIDEWALK REFER TO CIVIL PLANS [I) PRODUCTION PILASTER, WALL REFER TO CIVIL PLANS FENCE AND GATE @] UTILITIES REFER TO CIVIL PLANS !El A/C UNITS REFER TO CIVIL PLANS IT) PRODUCTION PARKWAY REFER TO PRODUCTION LANDSCAPE PLANS [!] COMMON AREA PLANTING & BY OTHERS IRRIGATION NOTE TO CONTRACTOR: SPOT ELEVATIONS SHOWN BY THE LANDSCAPE ARCHITECT ARE APPROXIMATE AND NEED TO BE VERIFIED BY THE CIVIL ENGINEER. CONTRACTOR SHALL REFER TO CIVIL ENGINEER'S PRECISE GRADING PLANS FOR THE MOST ACCURATE GRADING AND DRAINAGE INFORMATION. !KEY MAP (, .. I\.· .. APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE 3779 EXP.7/31/2017 DATE REVIEWED BY: LCl .01 INSPECTOR DATE I SH~ET I .. CITY OF CARLSBAD f----+---+------------------t-----1------1-----+----f PLANNING DIVISION t----+----+-------------------+----+---+-----+-----t LANDSCAPE IMPROVEMENT PLANS FOR: The Ridge at Robertson Ranch l----+--+-----------------t---+--+-------,1-----1 1-A-PP_R_o_VE_-_D_: __,/'----'-'"-,/["""--'-'=-+-'--==-=-'-'---"l-?t'.,\ ?:r> \qi ....;\\-- PLANNING DAlI INITIAL DESIGNER OF WORK REVISION DESCRIPllON OAlI INITIAL DAlI INITIAL OlllER APPROVAL CITY APPROVAL OWN BY: CHKD av, __ _ RVWD BY: Df PROJECT NO. CT 13-03 DRAWING NO. 480-3T 2.6 ,_ _____ _ REFER TO SHEET LC2.02 3.3\-~- 1.3 ,-..___ F ,-..___ I '1 REFER TO~ DEL'C' "\12,J"- LC2.06 PA 5'-11" PA PA PA 2 6'-9" LIMIT OF WORK ----- PA _J -----4-············· , ..... ,,,,,,,,,,,,,:,~::::~,:J§:::::········i. '~ -'-------1 .... ---.~-~--------------·· A,._____ PA I 1··------··=-_:t-· PA F.0.B. ½--------+------ 1.21-----:-- 21 PA - L:\ 1.0 Projects\2015\LCI 15008 Toll Bros-R Ranch -Ridge Models\05 CD Const. Docs\05.02 CD Sheets\LCI. 15008 -LCl .02 Plan 2SC -Const. Plan.dwg I.' -------r- 1'-=-l j_-· '7ml 7'-0" 9 ----LIMIT OF WORK 6'-6" 8'-6" --------------- 5'-3" 4'-0" 8'-0" 4'-0" 8'-0" EQUAL <j: EQUAL (j: EQUAL EQUAL PA I ! EQ EQ PA 3'-6" -•BE!)RO :iJ.'~ F S:[J PA LI IT OF WORK --- REFERT01 DET. 'C' G LC2.06 7'J4" 4'-8" TYP. q: REFER TO SHEET LC2.02 I . I ..• " -----~ \ LOT 102 HEN ·1fY--i" CEl: .. l'1U Plan 2SC Carrino Elev: 'Spanish Colonial' ~.F. 150.0 ~P.E. 149.3 ~ -- 2'-0" ~t--+--+--+-t-+-+--+~t-+~1-"-+-+4=-+~ i:: t-+--+--+-+-+--+--+-t-+--t-¼ t--+--+--1-+--a 4" TYP. PA . --------------- - PA 3'-8" I 7 ' ' ' ' ' PA PA PA I _J ______ ,,. J POOL EQUIPMENT .,,,----, F --t---+~----7 .----'l<F.0.B. 2.1 -------- -© REFERTO SHEET LC2.02 NELSON COURT l 4'-0" These documents are the property of LandCreative, Inc. and ore not to be copied, reproduced, disposed of, either directly or indirectly, used for another project or any purpose whatsoever without expressed and written permission of LandCreativelnc. 07-31 ?017 * r::::,, 0 2 4 ~ Scale: 1/4"= l'-0" 8 (CONSTRUCTION LEGEND-Plan 2SC MATERIAL REFERENCE DETAIL DETAIL TAG: ITEM & DESCRIPTION: SHEETLC3.0l: NO.: SHEET: PllASTERS & WALLS: @ WING WALL AT FRONT STEPS PL-2, D. E LC2.06 PR-2 @ 24" SQ. PILASTER AT FRONT STEPS PR-2 A. E LC2.06 (ill 6' TALL SCREEN WALL AT SIDE YARD & BACKYARD. PER B LC2.06 DETAIL HARDSCAPE: ® PORCELAIN TILE PAVING /LIGHT) 1-5 B LC2.09 cm PORCELAIN TILE PAVING (DARK) 1-6 B LC2.09 @) PORCELAIN TILE WOOD PLANK T-4 B LC2.09 (0 PORCELAIN TILE STEPS T-5 J LC2.09 cm PORCELAIN TILE STEPS -POOL ACCESS 1-5 K LC2.09 (ill PORCELAIN TILE COPING 1-5 C LC2.06 cm INTEGRAL COLORED CONCRETE PAVING C-2 A, E LC2.09 AMENITIES: (ill SWIMMING POOL [PER C LC2.06 DETAIL cm SWING AT FRONT PORCH Ml-5 . . @) PLANTED POTS (WITH IRRIGATION AND DRAINAGE). REFER . F LP2.02 TO PLANTING PLANS. @ FURNITlJRF (PER INTERIOR DESIGNER) PA PLANTING AREA -REFER TO PLANTING PLANS (CONSULTANT LEGEND TAG: ITEM: REMARKS: 13] ARCHITECTURE REFER TO ARCHITECT'S PLANS m PROPERTY LINE REFER TO CIVIL PLANS 18 CONCRETE APRON REFER TO CIVIL PLANS [[I CONCRETE CURB & GUTTER REFER TO CIVIL PLANS l!l PRODUCTION SIDEWALK REFER TO CIVIL PLANS [] PRODUCTION PILASTER, WALL. REFER TO CIVIL PLANS FENCE AND GATE [ill UTILITIES REFER TO CIVIL PLANS IE) A/C UNITS REFER TO CIVIL PLANS 0 PRODUCTION PARKWAY REFER TO PRODUCTION LANDSCAPE PLANS 0 COMMON AREA PLANTING & BY OTHERS IRRIGATION NOTE TO CONTRACTOR: SPOT ELEVATIONS SHOWN BY THE LANDSCAPE ARCHITECT ARE APPROXIMATE AND NEED TO BE VERIFIED BY THE CIVIL ENGINEER. CONTRACTOR SHALL REFER TO CIVIL ENGINEER'S PRECISE GRADING PLANS FOR THE MOST ACCURATE GRADING AND DRAINAGE INl'ORMATION . [KEY MAP --------------- I I APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE 3779 EXP.7/31/2017 DATE REVIEWED BY: LC] .02 INSPECTOR DATE f------l--l-------------1---+---l---t-----l I SH~ET I CITY OF CARLSBAD ~ PLANNING DIVISION ~ 1------4--.+------------------l---+--f---l-----l [iLAND~~s~ciAP~EfliiiIBiVE~ME~NTf1PiiLANS~§7FOiijjjR:~=='..=:=7 The Ridge at Robertson Ranch 14'-3" J ,-----._ LIMIT OF WORK ·-• •-•-FTTF• " 2'-CT' " 2'-0" " PA 5'-11" 2.3 L_I F.0.B. 'f,----------j-ft-----{]ii, Ai----hl-----J I i!J PA ill I ~---,l-h I ,,_. \ Ji POOL/ SPA EQUIPMENT --~ ! 111'=)1 · ~-~•111 --~-,., F ;-...____ H,-----. ' A/('. I ! PA PA F.O.B."!r---------+------ 3.5 ,-------------~ 2.1 9 I.I " ill 4 I . ' b ' 'st -----IMITOFWORK L:\ 1.0 Projects\2015\LCI 15008 Toll Bros-R Ranch-Ridge Models\05 CD Consl. Docs\05.02 CD Sheets\LCI. 15008-LCl.03 Plan 4T-Const. Plan.dwg -7 " 6'-0" PA 3'-8'' " 5'-6" PA 23'-9" 5'-6" ~REFER TO y SHEET LC2.03 -- " 5'-6" 3'-8" l '-9" 3.2 LIMIT OF WORK ,.,,,.·.,., .' I:'~~ .. :-i .,:i.,J:"""'-T-,;"t-;r)J,i;;j; :-,i''"'l7'Lc": -- LOT 101 Plan 4T Terramar Elev: 'Tuscan' ~.F. 152.2 ~P.E. 151.5 i I I .. I .. 6"TYP. 7 I I I I .. '° ::t='.:~l--~ 3'-6" 4'-8" 4'-8" 3'-6" --- 7'-0" 5'-3" PA PA 2'-8" PA PA ........... -, PA PA PA . . -FTTF r LIMIT OF WORK """""""·----- ~REFERTO SHEET LC2.03 NELSON COURT I I I ------ _.---<,1.2 REFER TO SHEET LC2.03 -t-----{3.4 I I :c LI I I _ _,,,_ ____ _.,.._--'!.-F .O.B. "' °' I~ 10 >-- 1 ~ I I I I I I I I I I I I I I I~ 1! 12 :, I I I A 2.5 2.5 ----12.5 ----[?.I _.--,B I F.0.B. '° ' N 9 M These documents are the property of LandCreative, Inc. and are not to be copied, reproduced, disposed of, either directly or indirectly, used for another project or any purpose whatsoever without expressed and written permission of LandCreativelnc. r:::::,, 0 2 4 ~ Scale: 1/4"= l'-0" 8 I CONSTRUCTION LEGEND-Plan4T I MATERIAL REFERENCE DETAIL DETAIL TAG: ITEM & DESCRIPTION: SHEET LC3.01: NO.: SHEET: PILASTERS & WALLS: @) 24" TALL GARDEN WALL AT FRONT YARD PR-4, C LC2.07 PR-3 B LC2.08 (ill 18" TALL PLANTER WALL AT BACKYARD PER C LC2.07 DETAIL B LC2.08 36" SQ. PILASTER AT FRONT YARD PER D LC2.07 @) DETAIL B LC2.08 HARDSCAPE: @ SIONI:: llLE PAVING Al FRONI YARD r-8 8 LC2.09 CID STONE STEPS T-8, L LC2.09 PR-3 CID STONE POOL COPING T-8 -- CE) TILE PATIO (PATTERN & SPEC PER INTERIOR DESIGNER, REFER T-8, T-9 B LC2.09 TO DETAIL & LAYOUT\ T-10 C LC2.08 cm INTEGRAL COLORED CONCRETE C-3 A. E LC2.09 (ill SYNTHETIC TURF STRIP AT DRIVEWAY Ml 12 - AMENITll:S: (ill POOL & SPA (PER -- DETAIL cm POOL BACKDROP WALL IPER B LC2.07 DETAIL B LC2.08 (TI) SPA BACKDROP WALL (PER A LC2.07 DETAIL B LC2.08 CE) EVO GRILL COUNTER (PER A LC2.08 DETAIL CID PLANTED POTS (WITH IRRIGATION AND DRAINAGE). REFER -F LP2.02 TO PLANTING PLANS. @) t-URNll"URI:: {Pt:R INlt:RIOR lJl::SIGNl::R) PA PLANTING AREA -REFER TO PLANTING PLANS I CONSULTANT LEGEND I TAG: ITEM: REMARKS: 0 ARCHITECTURE REFER TO ARCHITECT'S PLANS III PROPERTY LINE REFER TO CIVIL PLANS Kl CONCRETE APRON REFER TO CIVIL PLANS @] CONCRETE CURB & GUTTER REFER TO CIVJL PLANS III PRODUCTION SIDEWALK REFER TO CIVIL PLANS III PRODUCTION PILASTER, WALL, REFER TO CIVIL PLANS FENCE AND GATE @] UTfLITIES REFER TO CIVIL PLANS (E) A/C UNITS REFER TO CIVIL PLANS [i] PRODUCTION PARKWAY REFER TO PRODUCTION LANDSCAPE PLANS II] COMMON AREA PLANTING & BY OTHERS IRRIGATION NOTE TO CONTRACTOR: SPOT ELEVATIONS SHOWN BY THE LANDSCAPE ARCHITECT ARE APPROXIMATE AND NEED TO BE VERIFIED BY THE CIVIL ENGINEER. CONTRACTOR SHALL REFER TO CIVIL ENGINEER'S PRECISE GRADING PLANS FOR THE MOST ACCURATE GRADING AND DRAINAGE INFORMATION. !KEV MAP I APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE_37_79 __ EXP.7/31/2017 DATE REVIEWED BY: LCl .03 INSPECTOR DATE t----+---+-------------+----+---+---+-----1 I SH!ET I CITY PL?N~NG~11s~~SBAD LANDSCAPE IMPROVEMENT PLANS FOR: ~ ~ The Ridge at Robertson Ranch 1-----1----1-------------------+---+---t----lr----l IA _P_P_R_o_vr._o_, -~l_:.-;=,~r ... _ _,_~==--"v4'., \ L:r:· E:{ \ _:fr:: PLANNING DAlE INITIAL DAlE INITIAL DAlE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY Al'PROVAL DWN BY:~-- CHKD BY: RVWD BY: PROJECT NO. CT 13-03 DRAWING NO. 480-3T PLAN lX-M 'MANOR' BUILDING E_: __ ... ==~. :;:~-~···=•·~·i:~"'·~~\;:; ~ .... ,..1- il:· .~ -~--~ ·- = .: ···~·····•=: .• : ... •-.,· F._ ..:,._;ii',; .,;,,,, •• ,;:-~ ... ~ JCS•,<l'f" ~ ~ 4·.o· WALKWAY 0 ® Elevation -Plan 1 X-M 'Manor' Scale: 3/8" = 1 '-0" 12'-8" d:1~~d:1~~d:1~~ m r()~ ARIES, REFER TO ~ 2'-7" ~2'-7"-:5. (i:: 2'-7" 2'-7" 'CINSTRUCTION PLAN PLAN 1 X-M 'MANOR' BUILDING--.__ Section -Plan 1 X-M 'Manor' Scale: 3/8" = 1 '-0" 1 I '-9" ~ 2'-0" 5'-4" 6'-9" L:\ l .0 Projects\2015\LCI 15008 Toll Bros-R 1i6nch -Ridge Models\05 CD Const. Doc's\05.02 CD Sheets\LCI . 15008 -LC2.01 Pfon l X Manor -Elevation and Sections.dwg I l ' -l " A 11 • ; 11 C _~]~•··· [ • :I ......... ·) © C3F=l47.5 . . , .. -, .9': ·10" 5'-0" r 2'-7" Section -Plan 1 X-M 'Manor' Scale: 3/8" = l '-0" 9 b 22'-l l" These documents are the property of LandCreative, Inc. and are not to be copied, reproduced, disposed of, either directly or indirectly, used for another project or any purpose whatsoever without expressed and written permission of LandCreativelnc. 13'-0" I CONSTRUCTION LEGEND-Plan 1 X MATERIAL RHERENCE DETAIL DETAIL TAG: ITEM & DESCRIPTION: SHEET LC3.01: NO.: SHEET: PILASTERS, WALLS & FENCES: (ill 5'-6" TALL WALL AT BACKYARD PR-1 B LC2.04 @ 30" TALL GARDEN WALL AT FRONT YARD PR-I C LC2.04 @ 5'-6" TALL WOOD GATE AT BACKYARD PT-1 F LC2.07 HARDSCAPE: (ill INTERLOCKING CONCRETE PAYERS AT DRIVEWAY P-1 H LC2.09 cm STONE TILE PAVING AT FRONT PATIO T-1 B LC2.09 (IT) PORCELAIN TILE PAVING AT BACKYARD TERRACE 1·2 B LC2.09 (ill WOOD DECK AT BACKYARD PT-l D LC2.05 (TI) STONE STEPS ]. 1 I LC2.09 @ INTEGRAL COLORED CONCRETE PAYING c.1 AE LC2.09 (TI) COLORED CONCRETE POT PEDESTAL c.1 C LC2.05 (ill 3"-5" LOOSE BEACH PEBBLES {8" DEEP) S-2 F LC2.09 (TI) SYNTHETIC TURF STRIP AT DRIVEWAY Ml-4 . . AMENITIES: CIT) WATER FEATURE AT FRONT YARD (PER D LC2.04 DETAIL @.) BBQ COUNTER AT BACKYARD (PER A LC2.04 DETAIL @) OVERHEAD TRELLIS WITH CANVAS AWNING PT-2 A LC2.05 CE) GRANITE TUB & RAIN CHAIN WATER FEATURE Ml-2. B LC2.05 Ml-1 cm GRANITE BENCH Ml-3 -. 0) PLANTED POTS (WITH IRRIGATION AND DRAINAGE). REFER . F LP2.02 TO PLANTING PLANS. (ill FURNITURE [PER INTERIOR DESIGNER) PA PLANTING AREA -REFER TO PLANTING PLANS I CONSULTANT LEGEND TAG: ITEM: REMARKS: 0 ARCHITECTURE REFER TO ARCHITECT'S PLANS III PROPERTY LINE REFER TO CIVIL PLANS @] CONCRETE APRON REFER TO CIVIL PLANS @] CONCRETE CURB & GUTTER REFER TO CIVIL PLANS III PRODUCTION SIDEWALK REFER TO CIVIL PLANS III PRODUCTION PILASTER, WALL, REFER TO CIVIL PLANS FENCE AND GATE @] UTILITIES REFER TO CIVIL PLANS !El A/C UNITS REFER TO CIVIL PLANS [D PRODUCTION PARKWAY REFER TO PRODUCTION LANDSCAPE PLANS III COMMON AREA PLANTING & BY OTHERS IRRIGATION NOTE TO CONTRACTOR: SPOT ELEVATIONS SHOWN BY THE LANDSCAPE ARCHITECT ARE APPROXIMATE AND NEED TO BE VERIFIED BY THE CIVIL ENGINEER. CONTRACTOR SHALL REFER TO CIVIL ENGINEER'S PRECISE GRADING PLANS FOR THE MOST ACCURATE GRADING AND DRAINAGE INFORMATION. APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE_37~7_9 __ EXP.7/31/2017 DATE l '-6" 2'-1" 2'-4" REVIEWED BY: LC2.01 INSPECTOR DATE t----1---+-------------+---+---+----+---11 SH~ET I CITY PL?NENG~11s~~SBAD LANDSCAPE IMPROVEMENT PLANS FOR: The Ridge at Robertson Ranch I APPROVED: PLANNING I~\ q; ~\-]:: z,.,,.:; . I \a I DATE INlllAL DESIGNER Of WORK REVISION DESCRIPTION OWN BY: PROJECT NO. DRAWING NO. DATE INlllAL DATE INlllAL CHKD BY: CT 13-03 480-3T OTHER APPROVAL CITY APPROVAL RVWD BY: I IA\ Elevation -Pion 2SC 'Spanish' ~ Scale: 3/8" = l '-0" ® 1.3 r----.__ 2'-6" 3'-6" l l" Section -Plan 2SC 'Spanish' Scale: 3/8" = l '-0" 2'-1" -----------1 -------1 -c ' ,_ ' i I ! \ _·_:\_)_~-_'.?:i ... i..i.~_,L/~_-_·_:~.{~-3:'---<--_"'::t.£~.::R .. #.'._-_?L.tt"'_U __ -_ .. _~_(' 5'-0" 6'-6" I ~ t-----t--N +--'Ir 9 1-----+--------cot---t' WATER 6'-9" I ,; (I: _____ .,, __________ . ____ -----------__ ------__ --------, 1/ PLAN 2SC 'SPANISH' BUILDING 2'-4" 4'-CT' 9" 1'-7" l l" 3'-1" L:\ l .0 Projects\2015\LCI 15008 Toll Bros-R Ranch -Ridge Models\05 CD Const. Docs\05.0 Cb Sheets\LCI . 15008 -LC2.02 Plan 2SC -EFevation and Sections.dwg ti J ___ I © L .... :G:::::··--. i 2.1 2.2 SEE PLAN LC l .02 ( iJ WATER S'-0" l l " 6'-10" Section -Plan 2SC 'Spanish' Scale: 3/8" = l '-0" ~-PLAN 2SC 'SPANISH' BUILDING -/~</ -\-;J,,I-K'V'~--{_;z / /. ..£r-'-,-./'"'--s 6'-2" 2'-6" 4'-8" 6'-6" These documents are the property of Land Creative, Inc. and are not to be copied, reproduced, disposed ol, either directly or indirectly, used for another projecl or any purpose whatsoever without expressed and written permission of LandCreativelnc. 4'-8" S'-6" 6'-6" 23'-8" ----------. j CONSTRUCTION LEGEND-Plan 2SC MATERIAL REFl:RENCE DETAIL DETAIL TAG: ITEM & DESCRIPTION: SHEET LC3.0l: NO.: SHEET: PILASTERS & WALLS: @) WING WALL AT FRONT STEPS PL-2, D. E LC2.06 PR-2 @) 24" SQ. PILASTER AT FRONT STEPS PR-2 A, E LC2.06 @) 6' TALL SCREEN WALL AT SIDE YARD & BACKYARD. PER B LC2.06 DETAIL HARDSCAPE: CIT) PORCELAIN TILE PAVING (LIGHT) T-5 B LC2.09 @ PORCELAIN TILE PAVING (DARK) T-6 B LC2.09 @) PORCELAIN TILE WOOD PLANK T-4 B LC2.09 CE) PORCELAIN TILE STEPS T-5 J LC2.09 (ID PORCELAIN TILE STEPS -POOL ACCESS T-5 K LC2.09 @ PORCELAIN TILE COPING T-5 C LC2.06 cm INTEGRAL COLORED CONCRETE PAVING C-2 A, E LC2.09 AMENITIES: (ill SWIMMING POOL [PER C LC2.06 DETAIL @) SWING AT FRONT PORCH Ml-5 -- (TI) PLANTED POTS (WITH IRRIGATION AND DRAINAGE). REFER -F LP2.02 TO PLANTING PLANS. (0 FURNITURE (PER INTERIOR DESIGNER) PA PLANTING AREA -REFER TO PLANTING PLANS I CONSULTANT LEGEND TAG: ITEM: REMARKS: 0 ARCH!TECTURE REFER TO ARCHITECT'S PLANS III PROPERTY LINE REFER TO CIVIL PLANS @] CONCRETE APRON REFER TO CIVIL PLANS @] CONCRETE CURB & GUTTER REFER TO CIVIL PLANS [II PRODUCTION SIDEWALK REFER TO CIVIL PLANS III PRODUCTION PILASTER, WALL, REFER TO CIVIL PLANS FENCE AND GATE @] UTILITIES REFER TO CIVIL PLANS IE] A/C UNITS REFER TO CIVIL PLANS DJ PRODUCTION PARKWAY REFER TO PRODUCTION LANDSCAPE PLANS 0 COMMON AREA PLANTING & BY OTHERS IRRIGATION NOTE TO CONTRACTOR: SPOT ELEVATIONS SHOWN BY THE LANDSCAPE ARCHITECT ARE APPROXIMATE AND NEED TO BE VERIFIED BY THE CIVll ENGINEER. CONTRACTOR SHALL REFER TO CIVIL ENGINEER'S PRECISE GRADING PLANS FOR THE MOST ACCURATE GRADING AND DRAINAGE INFORMATION. 3'-4" --------------- I I 4'-l O" APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE=37_79~-EXPJ/31/2017 DATE l l" 4'-0" REVIEWED BY: 't LC2.02 INSPECTOR DATE 1----1----1--------------t---+--+---t---1 I SH!ET I CITY PL?N~NG~l~~~SBAD ~ ~ LANDSCAPE IMPROVEMENT PLANS FOR: The Ridge at Robertson Ranch I APPROVED: td\ q:, 8 \-,pl\:: '2· -z-',-~ Pl.ANNING DATE IN111AL DESIGNER OF WORK REVISION DESCRIPTION D BY: PROJECT NO. DRAWING NO. DAT£ INITIAL DAT£ INITIAL CHKD BY: CT 13-03 480-3T OTHER APPROVAL CITY APPROVAL RVWO BY: ® "·--"""" '"'""" Elevation -Plan 4T 'Tuscan' Scale: 3/8" = l '-0" 3'-1" l ' -l " 4'-1" 1 '-2" Section -Plan 4T 'Tuscan' Scale: 3/8" = l '-0" l ' -l " /-ii'-'" ~~-=~~J ,., ci:t-==-=;-~=:=~~Jc.,= =;~ ,!~_ --- --'--::~------,->--" __ ;;,;;--,-__ "_Ir ---~"'_'=:t l 3'-1 O" l 2'-9" WATER 12'-W' ., .. , 'i 6'-0" WALKWAY 8'-2" ' P""' .\~-<d'"'"il. -+"''-- ·'·"'=""~•", \/"""'"--L_r;; _:.!{~~:-~-y ,·, i["•-L-1 + -re ----,;;_ \ ... ""'Ji~«'~i:: .. ·~-' ": ~~-' , .. ., "' "i I I'-I" 4'-2" PLAN 4T 'TUSCAN' BUILDING L:\ 1.0 Projects\2015\LCI 15008 Toll Bros-R Ranch -Ridge Models\05 CD Const. Docs\05.02 CD Sheets\LCI . 15008 -LC2.03 Plan 4T -Elevation and Sections.dwg ................. , ...... ······""" '-------- I I © PLAN 4T 'TUSCAN' BUILDING / -- __ / f .--· // I --19 ___ --__ _ i,--'--s,_, -----I f' ;; / 'J t~t/ l11 i?-, I er,/ -----/ -- /;:: ~ c_----f----;--.. _;;-ff -· )---,, 5'-0" ] '-7" Section -Plan 4T 'Tuscan' Scale: 3/8" = l '-0" 7'-W' 'i 'i 'i 2'-0" 2'-0" 1 1 1 I ! I I I I I I WATER 10'-0" 2'-8" l '-3" 1 '-4" -------------------------------------------------- 3'-8" 2'-5" 10" 5'-6" 4'-6" 2'-5" 1'-4" l'-3" l'-3" These documents are the property of Land Creative, Inc. and ore not to be copied, reproduced, disposed of, either directly or indirectly, used for another project or any purpose whatsoever without expressed and written permission of LandCreativelnc. 23'-9" 5'-6" 5'-6" WATER 5'-5" l '-2" I CONSTRUCTION LEGEND-Plan4T MATERIAL REFERENCI DETAIL DETAIL TAG: ITEM & DESCRIPTIOM: SHEET LC3.01: NO.: SHEET: PILASTERS & WALLS: CID 24" TALL GARDEN WALL AT FRONT YARD PR-4, C LC2.07 PR-3 B LC2.08 @) 18" TALL PLANTER WALL AT BACKYARD PER C LC2.07 DETAIL B LC2.08 @) 36" SQ. PILASTER AT FRONT YARD PER D LC2.07 DETAIL B LC2.08 HARDSCAPE: (ill STONE TILE PAVING AT FRONT YARD T-8 B LC2.09 (ill STONE STEPS T-8, L LC2.09 PR-3 cm STONE POOL COPING T-8 -- (0 TILE PATIO (PATTERN & SPEC PER INTERIOR DESIGNER, REFER T-8, T-9 B LC2.09 TO DETAIL & LAYOUT) T-l 0 C LC2.08 cm INTEGRAL COLORED CONCRETE C-3 A, E LC2.09 (ill SYNTHETIC TURF STRIP AT DRIVEWAY Ml-12 -- AMENITIES: (ill POOL & SPA (PER -- DETAIL @ POOL BACKDROP WALL [PER B LC2.07 DETAIL B LC2.08 @) SPA BACKDROP WALL (PER A LC2.07 DETAIL B LC2.08 fil) EVO GRILL COUNTER (PER A LC2.08 DETAIL @) PLANTED POTS (WITH IRRIGATION AND DRAINAGE). REFER -F LP2.02 TO PLANTING PLANS. IE) FURNITURE (PER INTERIOR DESIGNFR) PA PLANTING AREA -REFER TO PLANTING PLANS I CONSULTANT LEGEND TAG: ITEM: REMARKS: 0 ARCHITECTURE REFER TO ARCHITECT'S PLANS III PROPERTY LINE REFER TO CIVIL PLANS @] CONCRETE APRON REFER TO CIVIL PLANS @] CONCRETE CURB & GUTTER REFER TO CIVIL PLANS [I) PRODUCTION SIDEWALK REFER TO CIVIL PLANS [I] PRODUCTION PILASTER, WALL, REFER TO CIVIL PLANS FENCE AND GATE @] UTILITIES REFER TO CIVIL PLANS [El A/C UNITS REFER TO CIVIL PLANS [I] PRODUCTION PARKWAY REFER TO PRODUCTION LANDSCAPE PLANS m COMMON AREA PLANTING & BY OTHERS IRRIGATION NOTE TO CONTRACTOR: SPOT ELEVATIONS SHOWN BY THE LANDSCAPE ARCHITECT ARE APPROXIMATE AND NEED TO BE VERIFIED BY THE CIVIL ENGINEER. CONTRACTOR SHALL REFER TO CIVIL ENGINEER'S PRECISE GRADING PLANS FOR THE MOST ACCURATE GRADING AND DRAINAGE INFORMATION. 7'-0" 3'-8" I I .APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PR£ C/S£ LOCATION OF PLANTING AREA. "AS BUil T" RCE 3779 EXP.7/31/2017 DATE 3'-8" 2'-l l" 2'-4" REVIEWED BY: LC2.03 INSPECTOR DATE t----+---+-------------+---+---+---+---< I SHiET I CITY PL?NENG~l~S~~SBAD LANDS APE IMJ'RoVEMENT PLANS FOR: The Ridge at Robertson Ranch ----+--1-----------------+----+---+---+----1 [-AP_-PR_o_vr_o,_~'-=-"""J"":,_, =L:r,_-c.:E::l=\=:=-lr='"------ _PLANNING DATI: INITIAL REVISION DESCRIPTION D,!111! INITIAL DAlE INITIAL Q[SIGNER OF WORK 01111'.R APPROVAL CllY APPROVAL WN CHKO BY: RVWI:! Y: PROJECT NO, CT 13-03 DRAWING NO, 480-3T G)GUNITE BASIN, PER FOUNTAIN CONTRACTOR. @sTEEL REINFORCING STRENGTH, SIZE AND SPACING PER STRUCTURAL ENGINEER. REBAR SHOWN HEREIN IS SOLELY FOR DESIGN INTENT. ® STONE COPING, MORTAR & GROUT INTO PLACE. MATERIAL REFERENCE: T-l @PORCELAIN TILE AT INSIDE BASIN WALLS AND FLOOR, MORTAR & GROUT INTO PLACE. MATERIAL REFERENCE: T-12 ® BLACK BEACH PFBRI FS. MATERIAL REFERENCE: S-2 @24" DIA X 18" TALL BASALT 'DOME' WITH CARVED BASIN AT TOP CENTER. MANUFACTURER SHALL CORE-DRILL FOR WATER SOURCE. TOP EDGE OF DOME SHALL BE PERFECTLY FLAT AND POLISHED. REFER TO EXAMPLE IMAGERY THIS DETAIL. CONTRACTOR SHALL ORDER THROUGH SOUTHWESTBOULOER.COM AND PROVIDE PHOTO SUBMITTAL TO LANDSCAPE ARCHITECT PRIOR TO INSTALLATION FOR REVIEW AND APPROVAL. Plan View Scale: l"=l'-0" Scale: 1"= l '-0" 11 r 11 l '-0" r 0 WATER FEED LINE FROM FOUNTAIN EQUIPMENT WITH REGULATING FLOW VALVE LOCATED IN VALVE BOX CONSEALED IN ADJACENT LANDSCAPING. PER FOUNTAIN CONTRACTOR. @wALL MOUNTED OVERFLOW AND WATER SENSOR-AUTOFILL HOUSING, PER FOUNTAIN CONTRACTOR. ® ANTI-VORTEX WATER RETURN DRAIN PER FOUNTAIN CONTRACTOR. @GUNITE BASIN DRAIN PER FOUNTAIN CONTRACTOR. TIE TO EXISTING SEWER DRAIN SYSTEM PER CIVIL ENGINEER'S PLAN. @coMPACTED SUBGRADE. REFER TO GEOTECHNICAL ENGINEER'S REPORT. @FINISHED GRADE. @ADJACENT PAVING, REFER TO CONSTRUCTION PLAN. @ADJACENT STONE VENEER GARDEN WALL. REFER TO CONSTRUCTION PLAN. ~ FOOTING DIMENSIONS AND DEPTH PER STRUCTURAL ENGINEER'S DETAIL. NOTE: 1. FOUNTAIN CONTRACTOR SHALL PROVIDE SHOP AND STRUCTURAL DRAWINGS AS NECESSARY FOR AGENCY SUBMITTAL. OBTAIN PERMITS AND OWNER APPROVAL. 2. FOUNTAIN CONTRACTOR TO PROVIDE LED (WHITE) LIGHT FIXTURES WITH BRASS HOUSING. 3. FOUNTAIN CONTRACTOR TO VERIFY CONDITION FOR POOL PLUMBING AND MECHANICAL EQUIPMENT. 4. FOUNTAIN CONTRACTOR SHALL SUBMIT CATALOG CUTS FOR ALL POOL EQUIPMENT (LIGHTING, TILE, PUMP, ETC.) FOR OWNER AND LANDSCAPE ARCHITECT APPROVAL. 5. REFER TO MATERIALS SCHEDULE SHEET LC3.0l FOR ALL COLORS, MATERIALS, FINISHES AND SPECIFICATIONS. Basalt Dome Imagery 4'-2" 3'-2" _I 11111 i I I I I i II I I II 1111 ,ii I 11 ·,-1,, D-PLAN 1 X-M-ENTRY FOUNTAIN SCALE: l"=l'-0" ENTRY FOUNTAIN PLAN lX-M ro Section Scale: l"=l'-0" D-PLAN 1 X-M-1:NTRY LOW WALL SCALE: 1"=1'-0" r l '-0" r G)s" CMU BLOCK. MORTAR AND GROUT ALL CELLS SOLID. @sTONE VENEER, MORTAR & GROUT INTO PLACE. MATERIAL REFERENCE: PR-1 @coNCRETE FOOTING. 0 STEEL REINFORCING STRENGTH. SIZE AND SPACING PER STRUCTURAL ENGINEER. REBAR SHOWN HEREIN IS SOLELY FOR DESIGN INTENT. @suB-BASE AND COMPACTED SUBGRADE PER GEOTECHNICAL SOILS REPORT RECOMMENDATION. @rlNISI l[D GRADE. 0ADJACENT PAVING. * FOOTING DIMENSIONS AND DEPTH PER STRUCTURAL ENGINEER'S DETAIL. NOTES: REFER TO MATERIALS SCHEDULE SHEET LC3.0l FOR ALL COLORS, MATERIALS, FINISHES AND SPECIFICATIONS. FRONT LOW WALL -PLAN 1 X-M rc L:\1.0 Projects\2615\LCI 15008 Toll Bros-R Ranch-Ridge Mo_dels\05 CD Const. Docs\05.02 CD Sheets\LCI. 15008-LC2.04 Const.Details.dwg 8" ! J ' I i i I ' Plan View Scale: 3/4"=1'-0" 9 D-PLAN lX-M-BBQ SCALE: 3/4"=1'-0" 3 ,_ ____ _ --9" Elevation Scale: 3/4"=1'-0" 2'-2" 2'-10" 2'-7" 2'-4" 0 0 2'-1" ~~ I l=_I I l~l • _111 t i 11 1 I• 1 · -~----fl-. ' ---~ . j -llJ::t--.......... -=fo.-==~t=N--J::__/ Section 'A' Scale: 3/4"=1'-0" D-PLAN lX-M-WL SCALE: 3/4"=1'-0" -,1 ,111.lT~ l l " 4'-3" l l" i I 4 G= 3'-1" I 3'-l" 2'-7" 2'-7" l l " 4'-3" -11" I c,: 3 ;-----..__ b 4 Section "B' 111 111~~ ? Scale: 3/4"=1'-0" -I 1 ' ~ 19 18 2'-2'' i I I 4 2'-1 O" 2'-7" 2'-1" L Elevation Scale: 3/4"=1'-0" s-· ! I l I J9" 8" 0 9 10 10 L_ Granite Countertop Profile Scale: 3"= J '-0" 8" Wood Shelf Section Scale: 3"=1'-0" " ' 2'-4" 18 -;._ ~ ' ' N M 9 2" 2'-5" " • • :fu"i ·,,,.:,,:r--~ ==;*"·"·'" ~--~w-- ·1--..;· . '1 I " . -~ 1='"4-...,:,.it -: ". .,,_ "i , i i 111 i111 111 111 11 • • I • i ~ ~,, :""f . , ''-=I 11 _:-"w,,:,,~~ ·· ---:1 I • • -----fl 6 Section 'A' Scale: 3/4""' l '-0" ---- (Ds" CMU BLOCK. MORTAR AND GROUT ALL CELLS SOLID. ®PLASTER FINISH. MATERIAL REFERENCE: PL-1 @sTONE TILE VENEER, MORTAR & GROUT INTO PLACE. MATERIAL REFERENCE: T-1 G) CONCRETE FOOTING. ® STEEL REINFORCING STRENGTH, SIZE AND SPACING PER STRUCTURAL ENGINEER. REBAR SHOWN HEREIN IS SOLELY FOR DESIGN INTENT. 0 SUB"BASE AND COMPACTED SUBGRADE PER GEOTECHNICAL SOILS REPORT RECOMMENDATION. 0 FINISHED GRADE. ® ADJACENT PAVING. -'7-----__[_l---c---J- ® DECORATIVE CANDLES TO BE SELECTED BY OWNER AND INTERIOR DESIGN. I --lc------L-~~_______. L * FOOTING DIMENSIONS AND DEPTH PER STRUCTURAL ENGINEER'S DEfAIL. NOTES: REFER TO MATERIALS SCHEDULE SHEET LC3.0l FOR ALL COLORS, MATERIALS, FINISHES AND SP_ECIFICATIONS. These documents are the property of LandCreotlve, Inc. and are not to be copied, reproduced, disposed of, eithe, directly or indirectly. used for another project or any purpose whatsoever without expressed and wriHen permission of LandCreativelnc. WALL -PLAN 1 X-M re G)cMU BLOCK. MORTAR AND GROUT ALL CELLS SOLID. ®PLASTER FINISH. MATERIAL REFERENCE: PL-I @sTONE TILE VENEER, MORTAR & GROUT INTO PLACE. MATERIAL REFERENCE: T-1 G)ACCENTTILE, MORTAR & GROUT INTO PLACE. MATERIAL REFERENCE: T-3 ® GRANITE COUNTERTOP. MATERIAL REFERENCE: S-1 @coNCRETE FOOTING & CABINET PLATFORM. 0sTEEL REINFORCING STRENGTH, SIZE AND SPACING PER STRUCTURAL ENGINEER. REBAR SHOWN HEREIN IS SOLELY FOR DESIGN INTENT. @coMPACTED SUBGRADE. REFER TO GEOTECHNICAL ENGINEER'S REPORT. ® FINISHED GRADE. @ADJACENT PAVING. REFER TO CONSTRUCTION PLANS. @ADJACENT ALUMINUM AWNING STRUCTURE. REFER TO DETAIL 'A' LC2.05 10 9 ©t• THICK PLYWOOD UNDER GRANITE COUNTERTOP. @¾• THICK PLYWOOD. APPLY TAR PAPER AND WATERPROOFING TO PREVENT LEAKING. PROVIDE CHICKEN WIRE AND SCRATCH COAT FOR TILE VENEER. @2" X 4" WOOD SUPPORT. @ GFI OUTLET WITH PROTECTIVE WEATHERPROOF COVER (2-TOTAL). MOUNT FLUSH. CONTRACTOR SHALL PROVIDE ELECTRICAL CONDUIT TO BBQ UNIT FROM HOUSE. @11 OV RECESSED LED CAN LIGHT, 2-TOTAL. PROVIDE WEATHERPROOF SWITCH ON WALL OF COOKING NICHE. @3" X 4" SELECT CEDAR & RE-SAWN WOOD SHELF. CONTRACTOR SHALL PROVIDE*" THICK X 2" WIDE STEEL 'L' BRACKET FOR SHELF SUPPORT. 2-PER SHELF. ATTACH TO CMU BLOCK WALL WITH BOLTS. ATTACH WOOD SHELF WITH STA!NLESS STEEL WOOD SCREWS. PRIME AND PAINT PRIOR TO INSTALLATION. MATERIAL REFERENCE: PT-1 2'-4" , I --------------.,_,_1--~ -.... .J.. --,1 1 ~-,11 m m m ·. 8 \___,,,.. Section 'B' Scale: 3/4"= 1 '-0" 111-111 111 ··-111-111--6 \___,,,.. BBQ UNIT -PLAN 1 X-M --·--- @wEREVER OUTDOOR CABINETS. REFER TO ELEVATION FOR CABINET MODEL. CABINET COLOR AND DOOR STYLE PER MATERIALS SCHEDULE. MANUFACTURER: WEREVER.COM CONTRACTOR SHALL POUR A 4" TALL CONCRETE PAD (PART OF CONCRETE FOOTING) FOR CABINETS (NO LEGS). MATERIAL REFERENCE: Ml-9 @30" STAINLESS STEEL BBQ UNIT. CONTRACTOR SHALL PROVIDE GAS CONNECTION FROM GAS METER WITH MANUAL SHUT-OFF VAL VE. CONTRACTOR SHALL SIZE GAS LINE AS REQUIRED FOR PROPER BTU FLOW TO UNIT. MATERIAL REFERENCE: Ml-10 @STAINLESS STEEL FRIDGE {2-TOTAL) PROVIDE FLUSH MOUNTED GFI OUTLET IN BACK WALL FOR EACH. MATERIAL REFERENCE: Ml-10 * FOOTING DIMENSIONS AND DEPTH PER STRUCTURAL ENGINEER'S DETAIL NOTES: REFER TO MATERIALS SCHEDULE SHEET LC3.0l FOR ALL COLORS. MATERIALS, FINISHES AND SPECIFICATIONS. APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE °"37-'7-'9 __ EXPJ/31/2017 DATE REVIEWED BY: LC2,04 INSPECTOR DATE J-----t--+-------------t--+--+---+----11 SH~ET I CITY OF CARLSBAD ~ PLANNING DIVISION ~ 1----+--1-----------------1---1---+--+---I 1:;LAND::;::;;::;S;::;C~AP;;E:;::::;IMP::;::;RO::::VEMENT;::::::;::::::::::P:::LANS:::::::;::;FO;::R:;:·==~:::::==: The Ridge at Robertson Ranch 1---+--1--------------+---+--1---1----1 I-AP_P_Ro_vr_o_, __,_{~-=· .:..i_-=Gri:._,E:t"'-t""'. -e::·tt.LL.__ _PLANNING DA 1t'. INITIAL DAlE INITIAL DWN Y: CHKO BY: DATI! INITIAL D[SIGNER or WORK REVISION DESCRIPTION OntER APPROVAL QTY APPROVAL RVWO BY: PROJECT NO. CT 13-03 DRAWING NO. 480-3T • -----i.5 4 -------1.3 G)PLANTED POT, REFER TO POT SCHEDULE, SHEET 3.01 AND REFER TO POT PLANTING DETAIL 'F' SHEET LP2.02 @POT PLANTING MIX. REFER TO POT PLANTING DETAIL 'F' LP2.02 ®POURED IN PLACE CONCRETE PEDESTAL. TROWEL ALL CORNERS. MATERIAL REFERENCE: C-1 0 3" PVC DRAIN PIPE. ®IRRIGATION LINE AND BUBBLER. REFER TO IRRIGATION PLANS. @LOOSE GRAVEL SUMP. 0 SUB-BASE AND COMPACTED SUBGRADE PER GEOTECHNICAL SOILS REPORT RECOMMENDATION. ® FINISHED GRADE. 2' -1 l" 4'-10" 4'-10" I 25'-9" II II litll -_ 4'-10" 4'-10" ···"-~-- ""'" """ "'-"" . -¼-I!>-,--¼-+-----lf" · f--c--'41;;+--,---~--~~---t-~~~-~7-•-{~- I llilltll-'-----1-c,,,-,,,.-tt- l I I ' +----ffi--Eh -ffi---+--i :-•+-- li'II +.+-----'' .. ' ' . :-. Ii ·-· 1111 -• I ·• I!, I 3'-1" ' ~~~~fr ------1 6 '-----17 * FOOTING DIMENSIONS AND DEPTH PER STRUCTURAL ENGINEER'S DETAIL. NOTES: REFER TO MATERIALS SCHEDULE SHEET LC3.01 FOR ALL COLORS, MATERIALS, FINISHES AND SPECIFICATIONS. Pion View Scale: 3/8"= 1 '-0" Elevation Scale: 3/8"= l '-0" D-POT PEDESTAL SCALE: 1-1 /2"= l '-0" POT PEDESTAL -PLAN 1 X-M rc D-PLAN lX-M-CANVAS AWNING SCALE: 3/8"=1 '-0" Pion View Scale: 3/4"= l '-0" b PA l '-8" 2'-4" : I 4'-4" I I -"~-"" I I I • 6" S EP l l'-5" WATER FEATURE q: ' I ', 4'-4" q: ------------+'--'!------------+'--'!----------~~ 3'-l" I 3'-l" 9'-4" I 8'-0" 3'-1" w ~ => ~ <( w ~ ~ w " b "' ' '° "' ' "" TYP. 2'-5" -,.----t,77;,t==:::---,r----,<---j,,Ca "',, -_ ---j~-~-----,L--____ IJ __ ~------~ 11 i' II I I i' 11 JI I i' II I I l---r4'-r _[ lil 11--'-i"r~M"--"T+.--'I-- Elevation Scale: 3/4"= l '-0" -- 5'-0" l __ __j__.,..\ __ -'----'--1--",~----,--._,-_-_-_fl 3~--Jc-1-I I I -- 1 I \ \ "\_ ___ _ ' 4'-0" I ___ _/ ---=---=------= =---=------= ------= - -=I I i=i I -IFrTl=JTT=rlFrTFlTT=rlFrT =rlFrT 2'-CT' 3'-6" PA l - PA PA • Section 'A' Scale: 3/4"= 1 '-0" ,,--(26 I 3'-10" 1 ' -l J " l '-4" 10" r --,,~-13. ' T'·, • . - Q)GUNITE BASIN, PER FOUNTAIN CONTRACTOR. @sTEEL REINFORCING STRENGTH, SIZE AND SPACING PER STRUCTURAL ENGINEER. REBAR SHOWN HEREIN IS SOLELY FOR DESIGN INTENT. @sTONE COPING, MORTAR & GROUT INTO PLACE. MATERIAL REFERENCE: T-1 0 STONE TILE & VENEER, MORTAR & GROUT INTO PLACE. MATERIAL REFERENCE: T-1 ®PORCELAIN TJLE AT INSIDE BASIN WALLS AND FLOOR, MORTAR & GROUT INTO PLACE. MATERIAL REFERENCE: T-12 © LOOSE 3"-5" DIA. BLACK BEACH PEBBLES. MATERIAL REFERENCE: S-2 Q)coPPER RAIN CHAIN WATER FEED LINE FROM FOUNTAIN EQUIPMENT WITH REGULATING FLOW VALVE LOCATED IN VALVE BOX CONCEALED IN ADJACENT LANDSCAPING. CHASE ON BACK AND TOP OF TUBULAR STEEL. PAINT TO MATCH, PFR FOllNTAIN CONTRACTOR. @wALL MOUNTED OVERFLOW AND WATER SENSOR-AlJTOFILL HOUSING, PER FOUNTAIN CONTRACTOR. ®POTABLE WATER FEED LINE TO OVERFLOW HOUSING, PER FOUNTAIN CONTRACTOR. @ANTI-VORTEX WATER RETURN DRAIN PER FOUNTAIN CONTRACTOR. @GUNITE BASIN DRAIN PER FOUNTAIN CONTRACTOR. TIE TO EXISTING SEWER DRAIN SYSTEM PER CIVIL ENGINEER'S PLAN. 10'-7" 2'-7" 2'-7" l'-11" __/ --'---- G)3"x6" TUBULAR ALUMINUM POST AND BEAM FRAME.SPRAY APPLY l COAT PRIMER, 2-COATS PAING. MATERIAL SCHEDULE: PT-2 ?tt-11HHtt----(4 J.JII-Hfr-----\ 2 @rx4" TUBULAR ALUMINUM BEAM. @s"X6" ALUMINUM HEADER PLATE. WELD TO 3"X6" BEAM/POST. PROVIDE LAG BOLTS & NUTS AND CONNECT WITH ARCHITECTURAL HEADER, BBQ STRUCTURE OR GARDEN WALL PER STRUCTURAL ENGINEER. . /'""r'J:t,,:, "\/'~-~ -•-11'1 ,. _-. _: j '-_ ·• ,1 I @Pvc BALANCE LINE, PER FOUNTAIN CONTRACTOR. PAINT BLACK. @GRANITE TUB, SET ON TILED GUNITE BASIN PLATFORM. INSTALL PER MANUFACTURER'S SPECIFICATIONS. MATERIAL REFERENCE: Ml-2 @GRANITE TUB DRAIN. DRAIN PER FOUNTAIN CONTRACTOR. TIE TO EXISTING SEWER DRAIN SYSTEM PER CIVIL ENGINEER'S PLAN. DRAIN SHALL CONNECT TO SEWER. DRAIN SHALL BE SEALED DURING MODEL SHOWING ALLOWING THE TUB TO FUNCTION AS A WEIR-EDGE WATER FEATURE. @ms FAUCET AND FEED LINE, PER FOUNTAIN CONTRACTOR. TIE TO FOUNTAIN FEED LINE TO FUNCTION AS A FOUNTAIN SOURCE FOR TUB. CONTRACTOR SHALL PROVIDE INSULLATED HOT/COLD PORABLE WATER SOURCE FROM HOUSE, STUBBED AT FAUCET INSIDE WALL. RE-CONNECT FAUCET TO HOT/COLD POTABLE WATER SOURCE AFTER MODEL CLOSE-OUT. MATERIAL SCHEDULE: Ml-11 @coMPACTED SUBGRADE. REFER TO GEOTECHNICAL ENGINEER'S REPORT. @FINISHED GRADE. @ADJACENT WOOD DECKING, REFER TO CONSTRUCTION PLAN. ® ADJACENT STONE VENEER GARDEN WALL. BACK WALL PORTION ATOP GUNITE BASIN. REFER TO DETAIL 'B' LC2.04 ® ADJACENT CANVAS AWNING STRUCTURE, REFER TO DETAIL 'A' LC2.05 ® COPPER RAIN CHAIN WATER FEATURE. SECURE TO TUBULAR STEEL CANVAS AWNING STRUCTURE. MATERIAL REFERENCE: Ml-1 2'-7" 11" b 9 b 5'-1" ' b Supporting Imagery Draping Canvas Awning & Attachment Section-Architectural Header Connection Scale: 1-1/2"=1'-0" Enlargement-Structure Attached to Woll Scale: 1-1 /2"= l '-0" Section-BBQ Structure Woll Scale: l-1/2"=1'-0" G)cANVAS AWNING AND CONNECTION PER INTERIOR DESIGNER. @1 lOV OUTDOOR RATED PENDANT LIGHT. CONTRACTOR SHALL CONCEAL ELECTRICAL CONDUIT WITHIN TUBULAR ALUMINUM FRAME AND POST. PROVIDE ELECTRICAL SWITCH INSIDE SLIDING DOOR AT ARCHITECTURE. REFER LIGHTING LEGEND AND SPEC ON SHEET LP 1.01 © ADJACENT ARCHITECTURE. 0 ADJACENT SITE AMENITIES. REFER TO CONSTRUCTION PLAN. * FOOTING DIMENSIONS AND DEPTH PER STRUCTURAL ENGINEER'S DETAIL. NOTES: l. REFER TO MATERIALS SCHEDULE SHEET LC3.01 FOR ALL COLORS, MATERIALS, FINISHES AND SPECIFICATIONS. 2. GRIND ALL WELDS SMOOTH. CANVAS AWNING -PLAN 1 X-M rI @ADJACENT GRANITE BENCH FURNITURE. MATERIAL REFERENCE: Ml-3 @ADJACENT UNDERWATER LED LIGHT. REFER TO SHEET LPl.01 FOR LAYOUT AND SPEC. @ADJACENT ARCHITECTURE. @ADJACENT PLANTED POT. REFER TO PLANTING PLAN. @ADJACENT PROPERTY LINE WALL. ~ FOOTING DIMENSIONS AND DEPTH PER STRUCTURAL ENGINEER'S DETAIL. NOTE: l. FOUNTAIN CONTRACTOR SHALL PROVIDE SHOP AND STRUCTURAL DRAWINGS AS NECESSARY FOR AGENCY SUBMITTAL OBTAIN PERMITS AND OWNER APPROVAL. 2. FOUNTAIN CONTRACTOR TO PROVIDE LED (WHITE) LIGHT FIXTURES WITH BRASS HOUSING. 3. FOUNTAIN CONTRACTOR TO VERIFY COND!TION FOR POOL PLUMBING AND MECHANICAL EQUIPMENT. 4, FOUNTAIN CONTRACTOR SHALL SUBMIT CATALOG CUTS FOR ALL POOL EQUIPMENT (LIGHTING, TILE, PUMP, ETC.) FOR OWNER AND LANDSCAPE ARCHITECT APPROVAL. 5. REFER TO MATERIALS SCHEDULE SHEET LC3.0l FOR ALL COLORS, MATERIALS, FINISHES AND SPECIFICATIONS. --------- These documents are the property of LandCreative, Inc. and are not to be copied, reproduced, disposed of, either directly or indirectly, used for another project or any purpose whatsoever without expressed and written permission of LandCreativelnc . Section Scale: l"=l'-0" 8" D-PLAN lX-M-WOOD DECK SCALE: l"= l '-0" 16" MAX (D2"X6" SELECT, HEART, CEDAR DECKING. USE GALVANIZED WOOD SCREWS, FLUSH WITH DECK SURFACE. STAIN AND SEAL PER MATERIAL SCHEDULE. MATERIAL REFERENCE: PT-1 02''X6" CEDAR BEAM & LEDGER. BOLT TO 4"X4" POST WITH#' DIA. GALVANIZED STEEL BOLTS & NUTS. STAIN ALL VISIBLE SIDES AND EDGES. SEAL PER MATERIAL SCHEDULE. MATERIAL REFERENCE: PT-1 @4"X4" CEDAR POST. @GALVANIZED JOIST HANGER. ®3"-5" LOOSE BEACH PEBBLES. MATERIAL REFERENCE: S-2 @12" DIA. CONCRETE FOOTING. 0ADJACENT FOUNTAIN BASIN. ® ADJACENTARCHITECTURE. ®suB-BASE AND COMPACTED SUBGRADE PER GEOTECHNICAL SOILS REPORT RECOMMENDATION. @mrER FABRIC. NOTES: REFER TO MATERIALS SCHEDULE SHEET LC3.0l FOR ALL COLORS, MATERIALS, FINISHES AND SPECIFICATIONS. WOOD DECK -PLAN 1 X-M ro LC2,05 APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE 3_7_79 __ EXP.7/31/2017 DATE REVIEWED BY: INSPECTOR DATE l----l--+--------------1---+---+---+-----II SH~ET I CITY OF CARLSBAD ~ PLANNING DIVISION ~ f------l--+------------------1---+--.,_---+----I ~LANDS:;:;::;;;C~AP~E::;IMP:;:;;~~~;::;P;;LANS::;:;;;::;FO~R:=-==:=..'.==~ The Ridge at Robertson Ranch I APPROVED: ,~~ C,, E:.ikolf' z-z.:;:.~\o PLANNING OWN BY: PROJECT NO, DRAWING NO, DATE INlllAL DATE INITIAL DATE INITIAL CHl<D BY: DE D-PLAN lX-M-WF-TUB SCALE: 3/4"=1'-0" WATER FEATURE TUB -PLAN 1 X-M re DESIGNER DV WORK REVISION DESCRIPTION OTHER APPROVAL CllY APPROVAL RVWD BY: 01 [ CT 13-03 480-3T L:\l.0 Projects\2015\LCI 15008 Toll Bros-R Ranch-Ridge Models\05 CD Const. Docs\05.02 CD Sheets\LCI. 15008-LC2.05 Const.Details.dwg SECTION ENLARGEMENT -TYP. Scale: 2"=1 '-0" Wall Cap Scale: 1"=1 '-0" PLAN VIEW Pilaster Sphere Scale: l"=l'-0'' 1'-0"0 ELEVATION 2'-5" SQUARE ¼L~ L 2'-1" SQUARE L K Ir SECTION Pilaster Cop Scale: l"=l'-a· PLAN VIEW-FIELD f l '-4" f I" ELEVATION-RUN PLAN VIEW-RUN w w ~ ~ < < => => ('J ('J ~ ~ 1Q -' N N PLAN VIEW PLAN VIEW-LEFT CORNER PLAN VIEW-RIGHT CORNER NOTES: l '-6" t t ELEVATION-CURVE ~ 4 PLAN VIEW-CURVE 1. REFER TO MATERIALS SCHEDULE SHEET LC3.01 FOR ALL COLORS, MATERIALS, FINISHES AND SPECIFICATIONS. 2. ALL PRECAST COLOR AND FINISH PER MATERIAL SCHEDULE. MATERIAL REFERENCE: PR-2 ELEVATION-FIELD SECTION 3. CONTRACTOR IS RESPONSIBLE FOR DETERMINING HOW MANY PIECES ARE REQUIRED FOR ALL AMENITIES ON-SITE. CONTRACTOR SHALL ALSO PROVIDE EXTRA PIECES OF EACH PROFILE TO ENSURE THERE ARE ENOUGH QUALITY AND UNDAMAGED PIECES. PRECAST CONCRETE MAY HAVE A LONG LEAD TIME. FOR THIS REASON, IT IS ENCOURAGED THAT THE CONTRACTOR PLACE THE ORDER IN A TIMELY MANNER TO PREVENT ANY INSTALLATION DELAYS. CAD FILES ARE AVAILABLE UPON REQUEST. Pilaster Veneer Scale: 1"=1'-0" ~i:tti-~~:~~ECASTMODELS PRE CAST PROFILES -PLAN 2SC l '-6" 8" 2" 8" 9" F.S. + 18"~1.-----'I~+------lf•""""fl 4 IE D-PLAN 2SC-PIL 24 SCALE: l"=l'-0" Section Scale: l "= 1 '-0" D-PLAN 2SC-WL SCALE: l"=l'-0" I l-,,!,l..rr,....,,....,,....,.,./>F.F. +4" .. ,, ...... ".:~-,,,=~. 4 ' ,I ',I . -------;=;:-----~~lT.\/\'. +36" 1 '-0" ---/------~---'l,~-~t.-F.S. + 18''Q' ,-'i.--'1.---+-----[o "CT'l=i=I I I= I 1. ,, 11 '.1 I * I I -=I I I 11 J 11 *I I 111 Bond Beam-Section 'G' Scale: 3/4"=:l '-0" D-PLAN JC-COPING SCALE: 3/4"=:l '-0" ! . l' O" 1 '-0" L:\ LO Projects\2015\LCI l 5·008 T6tr Bros-R Ranch -Ridge Models\05 CD Const. Docs\05.02 CD Sheets\LCI . 15008 -LC2.06 Const.Details.dwg - ' "' 3 'i'f.s. +O" ------------------ / .. ::_.:.:::::·."'.', .'_:_-:::?:.· ._. .. _..: \ \~ ~---,11 .. .. . .. --- . .. . .... , Elevation Scale: l"=l'-0" 1 '-4" 11" II II II 2'-0" LOW WALL-PLAN 2SC 9" l '-6" 1 '-0" 6" 1---------+------,f--h ~,..,,F.S. + 18'· w.~. +1::i" * _ , • -_ -• • ~ ~_I I-.-.,--...... '------';---~AC ,. =111-1 --~111=- --- i'll11i'll11i'll11i'll11 I Bond Beam-Section 'E' Scale: 3/4"= 1 '-0" II_ II II II II II 6'-6" (])10" CMU BLOCK. MORTAR AND GROUT ALL CELLS SOLID. @PLASTER FINISH. MATERIAL REFERENCE: PL-2 G)PRECAST WALL CAP, MORTAR & GROUT INTO PLACE. MATERIAL REFERENCE: PR-2 @coNCRETE FOOTING. ® STEEL REINFORCING STRENGTH, SIZE AND SPACING PER STRUCTURAL ENGINEER. REBAR SHOWN HEREIN IS SOLELY FOR DESIGN INTENT. @suB-BASE AND COMPACTED SU BG RADE PER GEOTECHNICAL SOILS REPORT RECOMMENDATION. 0FINISHED GRADE. @ADJACENT PAVING. ®EXPANSION JOINT. * FOOTING DIMENSIONS AND DEPTH PER STRUCTURAL ENGINEER'S DETAIL. NOTES: REFER TO MATERIALS SCHEDULE SHEET LC3.0l FOR ALL COLORS, MATERIALS, FINISHES AND SPECIFICATIONS. II II ro II Elevation Scale: 3/4"=1 '-0" II 4" D-PLAN 2SC-SCREEN SCALE: 3/4"=1'-0" 2'-0" 14,----+~k · f . n+-~~~"'-~w, . ,, "I =11 - =ill,' .111, l I" ll"--------13 Bond Beam-Section 'D' Scale: 3/4"=1'-0" COPING -PLAN 2SC r® 7'-4" 6'-8" CJ) GUNITE POOL SHELL -PER POOL CONTRACTOR. 0 STEEL REINFORCING -STRENGTH, SIZE AND SPACING PER POOL CONTRACTOR. REBAR SHOWN HEREIN IS SOLELY FOR DESIGN INTENT. @POOL PLASTER FINISH. MATERIAL REFERENCE: PL-3 @DECORATIVE BASIN TILE-MORTAR & GROUT INTO PLACE. MATERIAL REFERENCE: T-7 ® TILE COPING. MATERIAL REFERENCE: T-5 @TILE VENEER -MORTAR & GROUT INTO PLACE. MATERIAL REFERENCE: T-6 0 SLOT WEIR DRAIN WITH PVC PIPE OR DRAIN-PER POOL CONTRACTOR -SLOT DRAIN AND PIPE SHALL BE WATERPROOFED. ® ADJACENT ARCHITECTURE -REFER TO ARCHITECT'S PLANS. * BOND BEAM DIMENSIONS PER POOL CONTRACTOR. NOTE: I. POOL CONTRACTOR SHALL PROVIDE SHOP AND STRUCTURAL DRAWINGS AS NECESSARY FOR AGENCY SUBMITTAL OBTAIN PERMITS AND OWNER APPROVAL. 2. POOL CONTRACTOR TO PROVIDE LED LIGHT FIXTURES (WHITE LIGHT) WITH STAINLESS STEEL HOUSING. 3. POOL CONTRACTOR TO VERIFY CONDITION FOR POOL PLUMBING AND MECHANICAL EQUIPMENT. 4. POOL CONTRACTOR SHALL SUBMIT CATALOG CUTS FOR ALL POOL EQUIPMENT (LIGHTING, TILE, PUMP, ETC.) FOR OWNER AND LANDSCAPE ARCHITECT APPROVAL. 5. REFER TO MATERIALS SCHEDULE SHEET LC3.01 FOR ALL COLORS, MATERIALS, FINISHES AND SPECIFICATIONS. 6. PRECISE GRADING IS PER CIVIL ENGINEER'S PLANS. ALWAYS REFER TO THE MOST CURRENT PRECISE GRADING PLANS AND NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. rc Section Scale: 1 "= 1 '-0" 4" -=111 • • I 8" : 1 • I ·2·~0" · I • l • I • • • • d • ' ,,, • I " Section Scale: 3/4"=1'-0" • PILASTER -PLAN 2SC 2 J.-----l,3 I ' =111 1 i' I I '-'-'I "1-t-'--'+'-'--f 1 ...,-.-. II I I i II I 11 I I 11 I \:;::;:;irn;:;~~_/4 -*-' I -----------~ ------ G)s" CMU BLOCK. MORTAR AND GROUT ALL CELLS SOLID. @PRECAST VENEER, MORTAR & GROUT INTO PLACE. MATERIAL REFERENCE: PR-2 @PRECAST CAP, MORTAR & GROUT INTO PLACE. MATERIAL REFERENCE: PR-2 G)PRECAST SPHERE, MORTAR & GROUT INTO PLACE. MATERIAL REFERENCE: PR-2 @coNCRETE FOOTING. @sTEEL REINFORCING STRENGTH, SIZE AND SPACING PER STRUCTURAL ENGINEER. REBAR SHOWN HEREIN IS SOLELY FOR DESIGN INTENT . (DsuB-BASE AND COMPACTED SUBGRADE PER GEOTECHNICAL SOILS REPORT RECOMMENDATION. ®FINISHED GRADE. ®ADJACENT PAVING. @ADJACENT STEPS . @ADJACENT GARDEN WALL. * FOOTING DIMENSIONS AND DEPTH PER STRUCTURAL ENGINEER'S DETAIL. NOTES: REFER TO MATERIALS SCHEDULE SHEET LC3.0l FOR ALL COLORS, MATERIALS, FINJSHES AND SPECIFICATIONS. [A (D 4"x6" CEDAR POST & FRAME, SELECT AND RE-SAWN TO EXACT DIMENSIONS. SECURE WITH GALVANIZED WOOD SCREWS. APPLY STAIN & WOOD SEALER PER MATERIAL SCHEDULE. MATERIAL REFERENCE: PT-3 ®1"xl" CEDAR FRAME, SELECT AND RE-SAWN TO EXACT DIMENSIONS. SECURE WITH GALVANIZED WOOD SCREWS. APPLY STAIN & WOOD SEALER PER MATERIAL SCHEDULE. MATERIAL REFERENCE: PT-4 @LASER-CUT WOOD SCREEN, 4' X 6'-8". SPRAY APPLY 1-COAT PRIMER, 2-COATS PAINT. MATERIAL REFERENCE: Ml-6 G)coNCRETE FOOTING. @suB-BASE AND COMPACTED SUBGRADE PER GEOTECHNICAL SOILS REPORT RECOMMENDATION. ©FINISHED GRADE. * FOOTING DIMENSIONS AND DEPTH PER STRUCTURAL ENGINEER'S DETAIL. NOTES: REFER TO MATERIALS SCHEDULE SHEET LC3.0l FOR ALL COLORS, MATERIALS, FINISHES AND SPECIFICATIONS. SCREEN WALL -PLAN 2SC re ® COMPACTED SU BG RADE -REFER TO GEOTECHN/CAL ENGINEER'S REPORT. ® FINISHED GRADE. @ ADJACENT PAVING. @ADJACENT STEPS. @EXPANSION JOINT/ CAULKING WITH MASTIC SEAL TO MATCH COPING. @swcco VENEER. MATERIAL REFERENCE: PL-2 @sTAINLESS STEEL GRATE -PER POOL CONTRACTOR. @3"-5" DECORATIVE BEACH PEBBLES. MATERIAL REFERENCE: S-3 These documents are the property of LandCreative, Inc. and are not to be copied, reproduced, disposed of, either dlrectly or Indirectly, used for another project or any purpose whatsoever without expressed and written permission of LandCreativelnc. APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE _37~7~9 __ EXP.7/31/2017 DATE REVIEWED BY: LC2.06 INSPECTOR DATE l----+--+-------------+----+-----+----+----1 ~ CITY PL?N!,No~11s~~SBAD LANDSCAPE IMPROVEMlllNT PLANS FOR: The Ridge at Robertson Ranch I APPROVED: ~I l:r-~\_.:,"'\t '2--"'""-1 I,, I PLANNING DWN BY: PROJECT NO. DRAWING ND. DAlE INl11Al DAlE JNlllAL DAll! IN111Al CHKD BY: DESJGN[R OF WORK REVISION DESCRIPTION OllfER APPROVAL CITY APPROVAL RVWD BY: CT 13-03 480-3T Plan Scale: 1-1 /2"= 1 '-0" 9 b Elevation Scale: l-1 /2"= l '-0" ----~- [j] I 4" 2 1--1-Ll 3 r-----.. Section 'A' Scale: 1-l /2"= l '-0" ~ 3'-0" ~ /6" ' ---+.-et--t4 ~~..-~3 ~ I ,-~--~--I 9 "' I Elevation Scale: l"=l'-0" G-GTE-PED-WD-01 SCALE: 1"= l '-0" \ I GATE -PLAN 1 X-M ·-.. -4 "" ' .,, .,"'' -.-.. .. ' ('.'" ' ' ' . . . Q: .. '. , ... ' _.. . . ' ' . . . . --.. -.. -.. -..... ~ ~ -.--. ---.-- # ' .... :J: ' .. ""'", . ' ' ' -. -.. -.;.. --... , ..•.. ,.,. -·· Plan 2'-1 'SQ. Scale: 3/4"= l '-0" 2'-0' SQ. G) CUSTOM PRECAST SCUPPER. PROVIDE MOUNTING STRAPS. MORTAR & GROUT INTO PLACE. MATERIAL REFERENCE: PR-4 ®ROUT 1" PVC FEED PIPE AS ILLUSTRATED INTO SCUPPER RESERVOIR. CAULK AND SEAL. @ADJACENT GROTTO WALL. 5" * FOOTING DIMENSIONS AND DEPTH PER STRUCTURAL ENGINEER'S DETAIL. NOTES: REFER TO MATERIALS SCHEDULE SHEET LC3.0l FOR ALL COLORS, MATERIALS, FINISHES AND SPECIFICATIONS. CD 3' X 5'-6" SOLID WOOD GATE THROUGH WWW.LIDOGATES.COM. (1-TOTJ\L). ALL GATES SWING DIRECTION PER CONSTRUCTION PLAN. CONTRACTOR SHALL FIELD ADJUST WALL OPENING DIMENSIONS TO MATCH. WOOD FINISH PER MATERIAL SCHEDULE. MATERIAL REFERENCE: PT-2 @sELF-CLOSING, HEAVY DUTY HINGES. OILED BRONZE FINISH. @LATCH AND HANDL~, OILED BRONZE FINISH. 0 ADJACENT WALL. REFER TO CONSTRUCTION PLAN. ® FINISH GRADE. Gale Imagery Scale: l"=l'-0" * FOOTING DIMENSIONS AND DEPTH PER STRUCTURAL ENGINEER'S DETAIL. NOTES: REFER TO MATERIALS SCHEDULE SHEET LC3.0l FOR ALL COLORS, MATERIALS, FINISHES AND SPECIFICATIONS. fF ,,--;8 --(3' 7 ,,---,9 ,,--;l 3 - Elevation Scale: l"=l'-0" D-PLAN 4T-SPA WAU, SCALE: 1"=1'-0" ~ 1 '-6" l '-0" r • • • 7'-1 O" *II >---+----------11 * 0 •• < ;u o O og -- 2'-6" I I I I 'WINDOW' OPEN TO SHRUBS BEYOND I I I I I I I I 0 g•o , • • •• I I . ~··~ ··-...---- l '-0" • r I - I I I • 0 •• < ;u o o •I 19 l l l' 6" ~--1~ ____ 2_,·'.6~",~-----,f-,---====--11=:;::.='.lc-----/14 br-J=~======_::~1::==_=~j:~:_1r:=cli:1'-~=::==::=;3:~-10:i., 11:ll~l:'cc=::~1,:=c=J:=""::~=-=_=~~=; "[1~ -';_t=t:,__;;;t---_4 : ' -f;.h.---,-L--,---.--/-L---,---41,l--==,-----,_b_-,---4---,hl,I-' '* A'---/2~A-..j..,"-·J)..__./'-._J.✓-'-.../l'---_,,.~JV'--__,'1---J-'-.__j~"-·J)..__./'-.j./•'-.../l-!'__,,'1 WATER LEVEL D-PLAN 4T-POOL WALL SCALE: l "= 1 '-0" Elevation Scale: l"=l'-U' 2'-10'• SQ. 2·-0" SQ. (Ds" & 12" CMU BLOCK. MORTAR AND GROUT ALL CELLS SOLID. @sTONE VENEER, MORTAR & GROUT INTO PLACE. MATERIAL REFERENCE: PR-3 @coNCRETE FOOTING. 0 STEEL REINFORCING STRENGTH, SIZE AND SPACING PER STRUCTURAL ENGINEER. REBAR SHOWN HEREIN IS SOLELY FOR DESIGN INTENT. @suB-BASE AND COMPACTED SUBGRADE PER GEOTECHNICAL SOILS REPORT RECOMMENDATION. @FINISHED GRADE. ~~~-1--+---(_7 0 PIER MOUNTED LANTERN, TO MATCH LANTERN ON ARCHITECTURE. CONTRACTOR SHALL PROVIDE ELECTRICAL CONDUIT AND CONNECTION. LIGHTS SHALL BE ON SAME CIRCUIT AND SWITCH WITH COACH LIGHTS AT GARAGE. D-PLAN 41-PIL 36 SCALE: 3/4'·0 1'-U' Elevation Scale: 3/4"= l '-0" f--i; ~: L~ ~--,11 ~--,8 2•-s• SQ. l_ 3'-0" SQ. I I I 11 • i I . ·. 2'-8" " " • .11 . " 3'-0" • ~ · .11 i I 11 ,, · ·.11 · 11 • 11. 11 " I I' • -::d) • • II I I 111 ~ltk!-1 I I mt-\ -"''"r-~, ·-~ 11 _· • • • • Section . '-1 l==I I l=I I 1=111=1,l 1=11 1-11 1-~J :i=µ-~0 Scale: 3/4"=1'-0" Ji:.,1._,__ ______________ .=::"l-'-Jl-1,---\:::,/ PILASTER -PLAN 4T L:\ l.O Projects\2015\LCI 15008 Toll Bros-R Ranch -Ridge Models\05 CD Const. Docs\65.02 CD Sheets\LCI . 15008 -LC2.07 Const.Detaits.dwg @PRECAST MOLDING, MORTAR & GROUT INTO PLACE. MATERIAL REFERENCE: PR-4 ®PRECAST BASE MOLDING, MORTAR & GROUT INTO PLACE. MATERIAL REFERENCE: PR-4 @12"X12" PRECAST TILE, MORTAR & GROUT INTO PLACE. MATERIAL REFERENCE: PR-4 @2'X2'X3" PRECAST CAP, MORTAR & GROUT INTO PLACE. MATERIAL REFERENCE: PR-4 @ADJACENT GARDEN WALL. REFER TO DETAIL. @ADJACENT PAVING. REFER TO CONSTRUCTION PLAN. ~ FOOTING DIMENSIONS AND DEPTH PER STRUCTURAL ENGINEER'S DETAIL. NOT.E"S: REFER TO MATERIALS SCHEDULE SHEET LC3.0l FOR ALL COLORS, MATERIALS, FINISHES AND SPECIFICATIONS. ro t 1'-3" 4 l---- b -::-:.- -'-::-'::-.------- ] --G) I-- 11 ll Ii' 11,, i' ---=111-Section Scale: l"=l'-0'' G)10" CMU BLOCK. MORTAR AND GROUT ALL CELLS SOLID. ®PLASTER FINISH. MATERIAL REFERENCE: PL-5 @sTONE VENEER, MORTAR & GROUT INTO PLACE. MATERIAL RITERENCE: PR-3 0 STEFi REINFORCING STRENGTH. SIZE AND SPACING PER STRUCTURAL ENGINEER. REBAR SHOWN HEREIN IS SOLELY FOR DESIGN INTENT. ®POOL BOND BEAM, PER POOL CONTRACTOR. 0 FINISHED GRADE. 0wATERLINE TILE, PER POOL CONTRACTOR. MORTAR & GROUT INTO PLACE. MATERIAL REFERENCE: T-1 l ® POOL PLASTER, PER POOL CONTRACTOR. MATERIAL REFERENCE: PL-'1 ®PRECAST WALL CAP. MORTAR & GROUT INTO PLACE. MATERIAL REFERENCE: PR-4 @PREC:AST MOI DING, MORTAR & GROUT INTO PLACE. MATERIAL REFERENCE: PR-4 @PRECAST FOUNTAIN SCUPPER, MORTAR & GROUT INTO PLACE. REFER TO DETAIL 'E' LC2.07 FOR DIMENSIONS AND PLUMBING. MATERIAL REFERENCE: PR-4 @mE VENEER, MORTAR & GROUT INTO PLACE. MATERIAL REFERENCE: T-13 @Pvc FOUNTAIN ADJUST VAL VE FOR EACH SCUPPER (3-TOTAL) LOCATED WITHIN IRRIGATION VALVE BOX. @coMPACTED SUBGRADE, PER GEOTECHNICAL REPORTS. ----------. . -' I '--'JLLJl,t_.<IL_ * FOOTING DIMENSIONS AND DEPTH PER -b -~ i> io ~ C') Section 'A' Scale: l"=l'-0" -I 11 r l '-3" ~--,3 ?'lt----f5 1i.----<9 r 9 -- 11 II I I i' I I I I i' I In ---- . ill ". :···.,.~,--·~:-111-8 .. r I 1~111=1 I 1:=1 I 1=mJ.l1 1 1 Section-Front Yard Garden Wall Scale: l "= l '-0" ,_, 4 0 D-PLAN 4T-GARDEN WALL SCALE: l"=l'-0" LOW WALL -PLAN 4T (c 1,1 l '-3" , .. · 1 I -' ' . l . "A 11 I I ~' EH+:':ii!,1-;,-+I '"? =!~111 '1.111 1 Scale: l "= 1 '-0" I Section 'B' "---18 /,tf-------1 5 /I"'>------\ 9 :c!.Jl.LJl,,:.....clL_ 1 '-3" - . '' "1 1 m -~. i'11 11i'11 1 1-~ ~ill .. _111 ~-.::.: • . 8 ---===.,,-1.,, .,, , I ='1.++lcc::::!-,-,-,=..-i-;,,:;,,,,..,.1=--,..,.=---,J -= -111-11 -1 -11!Ef -_-, 1 I 1ffi -111__:__ ,_. Section-Backyard Planter Wall Scale: l"=l'-0" SPA WALL -PLAN 4T CJ) l O" CMU BLOCK. MORT AR AND GROUT ALL CELLS SOLID. @PLASTER FINISH. MATERIAL REFERENCE: PL-5 @sTONE VENEER, MORTAR & GROUT INTO PLACE. MATERIAL REFERENCE: PR-3 0 STEEL REINFORCING STRENGTH, SIZE AND SPACING PER STRUCTURAL ENGINEER. REBAR SHOWN HEREIN IS SOLELY FOR DESIGN INTENT. ®POOL BOND BEAM, PER POOL CONTRACTOR. @FINISHED GRADE. 0coMPACTED SUBGRAOE, PER GEOTECHNICAL REPORTS. @WATERLINE TILE, PER POOL CONTRACTOR. MORTAR & GROUT INTO PLACE. MATERIAL REFERENCE: T-11 ®POOL PLASTER, PER POOL CONTRACTOR. MATERIAL REFERENCE: PL-4 @PRECAST HEAD STONE. MORTAR & GROUT INTO PLACE. MATERIAL REFERENCE: PR-4 @PRECAST SILL. MORTAR & GROUT INTO PLACE. MATERIAL REFERENCE: PR-4 @PRECAST WALL CAP, MORTAR & GROUT INTO PLACE. MATERIAL REFERENCE: PR-4 @sELECT, RE-SAWN CEDAR WOOD FRAME (4"X4" TOP, 2"X4" SIDES & BOTTOM). CUT TO EXACT DIMENSIONS. MATERIAL REFERENCE: PT-5 (11)36" 'NEWPORT PREMIER' WINDOW BOX PLANTER THROUGH: WWW .1-1001<.SANDLA HICE.COM MODEL: A2-045-36 36"Lx 7.25"Wx8"H PAINT, 2-COATS. MOUNT TO WALL PRIOR TO APPL YING STONE VENEER. GROUT AROUND AND UP TO PLANTER. PROVIDE IRRIGATION DRIP LINE TO EACH BOX. MATERIAL REFERENCE: PT-5 POOL WALL -PLAN 4T (Ds" & 10" CMU BLOCK. MORTAR AND GROUT ALL CELLS SOLID. @PLASTER FINISH. MATERIAL REFERENCE: PL-5 @sTONE VENEER, MORTAR & GROUT INTO PLACE. MATERIAL REFERENCE: PR-3 @PRECAST WALL CAP, MORTAR & GROUT INTO PLACE. MATERIAL REFERENCE: PR-4 ® STEEL REJNFORCING STRENGTH, SIZE AND SPACING PER STRUCTURAL ENGINEER. REBAR SHOWN HEREIN IS SOLELY FOR DESIGN INTENT. © FINISHED GRADE. ®ADJACENT PAVING. ® SUB-BASE AND COMPACTED SUBGRADE PER GEOTECHNICAL SOILS REPORT RECOMMENDAflON. ®coNCRETE FOOTING. * FOOTING DIMENSIONS AND DEPTH PER STRUCTURAL ENGINEER'S DETAIL. NOTES: REFER TO MATERIALS SCHEDULE SHEET LC3.01 FOR ALL COLORS, MATERIALS, FINISHES AND SPECIFICATIONS. STRUCTURAL ENGINEER'S DETAIL. NOTES: REFER TO MATERIALS SCHEDULE SHEET LC3.0l FOR ALL COLORS, MATERIALS, FINISHES AND SPECIFICATIONS. [A @PROVIDE IRRIGATION DRIP LINE WITH FLOW ADJUSTMENT NOZZLE TO EACH PLANTER BOX. TIE INTO ADJACENT IRRIGATION LATERAL. SEAL AND EPOXY. @PROVIDE 1" PVC DRAIN PIPE TO DRAIN OUT TO ADJACENT STORM DRAIN PIPE AT BACK OF WALL. PLANTER BOX SHALL BE SEALED SO THAT NO PLANTER DRAINAGE SPILLS INTO POOL. EPOXY FILTER FABRIC AT DRAIN TO PREVENT LEACHING OF SOIL OUT OF PLANTER. SEAL AND EPOXY WHERE NECESSARY. @'TRADITIONAL WOOD OPEN LOUVER OVER PANEL' SHUTTER THROUGH: WWW.EXTERIORSOLUTIONS.COM MODEl: WRPL VOS (UNFINISHED) 44"Lx l2"W PRIME 1-COAT EXTERIOR PRIMER & PAINT, 2-COATS EXTERIOR PAINT [SPRAY APPLY). REFER TO MATERIAL SCHEDULE FOR SPEC. MOUNT TO WALL AFTER APPLYING STONE VENEER. MATERIAL REFERENCE: PT-5 @FAUX SHUTTER DOGS 'PAIR OF GALVANIZED IRON SCROLL SHUTTER DOGS' THROUGH: WWW .HOUSEOFANTIQUEHARDWARE.COM ITEM#: R-09DE-144 ONE PER EACH SHUTTER (AS SHOWN). MOUNT TO STONE WALL. (NON-FUNCTIONAL). @FAUX HJNGE STRAPS 'SMOOTH FORGED IRON STRAP DOOR HINGE WITH SPEAR DESIGN' THROUGH: WWW.HOUSEOFANTIQUEHARDWARE.COM ITEM #: R-04AH-AISBPX TWO PER EACH SHUTTER (AS SHOWN). MOUNT TO SHUTTER. [NON-fUNCTIONALI. * FOOTING DIMENSIONS AND DEPTH PER STRUCTURAL ENGINEER'S DETAIL. NOTES: REFER TO MATERIALS SCHEDULE SHEET LC3.01 FOR ALL COLORS, MATERIALS, FINISHES AND SPECIFICATIONS. rs APPROVED FOR /RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE :c37c:7.:_9 __ EXP.7/31/2017 DATE REVIEWED BY: LC2.07 INSPECTOR DATE These documents are the property of LandCreative, Inc. and are not to be copied, reproduced, disposed of. either directly or indirectly, used for another project or any purpose whatsoever without expressed and written permission of LandCreativelnc. 1----+--+-------------1---+---+---+----1L!J CITY PL?NENG~11s~~SBAD U/-31-2017 1-----1--+-----------------1~---+--l---+---I LANDSCAPE IMPROVEMENT PLANS FOR: The Ridge at Robertson Ranch l---+--+-------------+---+---1-----1----11-AP_P_Ro_vr_o_: __,_l~-="-\>--=crl-C---=a=l:Atc.=..'..___ _PLANNING DAT£ INITIAL DAT£ INITIAL DESIGNER OF WORK REVISION DESCRIPllON OTHER APPROVAL DAT£ CllY APf'ROVAL DWN BY: CHKD BY: ...Llt __ RVWD BY: PROJECT NO. CT 13-03 DRAWING NO. 480-3T Plan 4T 'Tuscan' Backyard Tile Layout Scale: 1/2"=1'-0" 06"X36" PORCELAIN WOOD PLANK TILE (TO MATCH INTERIORS). MORTAR & GROUT INTO PLACE. MATERIAL REFERENCE: T-9 (I) 12"X24" LIMESTONE TILE (TO MATCH INTERIORS). MORTAR & GROUT INTO PLACE. MATERIAL REFERENCE: T-8 @12"Xl2" MARBLE TILE (TO MATCH INTERIORS). MORTAR & GROUT INTO PLACE. MATERIAL REFERENCE: T-10 NOTES: l. REFER TO MATERIALS SCHEDULE SHEET LC3.0l FOR ALL COLORS, MATERIALS, FINISHES AND SPECIFICATIONS. 2. OUTDOOR PAVING MATERIAL SELECTED BY DESIGN LINES INTERIORS. TILE SHALL BE EVALUATED AFTER INSTALLATION TO SEE HOW SLIPPERY IT IS WHEN WET. JF MARBLE TILE IS TOO SLIPPERY, THE CLIENT MAY OPT FOR AN ACID ETCH TREATMENT TO SCARIFY THE SURFACE PRIOR TO SEALING. D-PLAN 41-PAVING PATTERN SCALE: 1/2"=1'-0" PAVING PATTERN -PLAN 4T rc SECTION Wall Cap -TYP. Scale: l "= l '-0" .., l '-2" .., 'r 1 ~~ SECTION 2¾ Pool Wall Head Stone Scale: l "= l '-0" • SECTION Pool Wall Sill Scale: l"=l'-0" D-PLAN 4T-PRI: CAST MODELS SCALE: l"=l'-0" ELEVATION-END 2'-6" I·.· .. •,· .. · ... ,., ... ,., .. ,., ..... ,.·.,,,. ,,. , .,·.·.,,.·., ••··••···•• ,,, .. ,, .. ,,., ..... ,, .. ,, ... '''I :-:•.-::-::-:-:-.: .-:-.-:: .-: : :-.-:: :-: .--: :-.-: :--: :--_ . -: :--: :--·-:-:-.: -:-: ._._. ::::.: _-'-': '.': '.' :-'-' :-'-.. ... .. .. .. . . . ,,,,, ... , .. , .........•.......•. :-:-.-:-:-.-:-:-:-:-:-.-:-.-:·:·::·:·:·::·:·::·.-'::-:-::-'-::-'-:'-:::-'-::·-:-:-:-::--._:_:_._:.-::.-:_:-. __ ::_:_-:_:--:_:-_ ELEVATION PLAN VIEW 2'-6" ELEVATION PLAN VIEW ro 2'-0" ELEVATION-RUN L:\ i'.o Projects\2015\LCI 15008 Toll Bros-R Ranch-_ Ridge Models\05 CD Const. Docs\05.02 CD Sheets\LCI . 15008 -LC2.08 Const.Details.dwg Plan View Scale: 3/4"=1 '-0" Section 'A' Scale: 3/4"= l '-0" D-PLAN 4T-EVO GRLL SCALE: 3/4"=1'-0" I b ' "" 9 "' SECTION Pilaster Cap Scale: 1"= l '-0" • 'I 1 '-0" 2'-0" SQ. 8" SQ. VZZZZZZZA SECTION Pilaster Cap Tile Scale: 1 "= l '-0" POOL I I I I --/ / --------------------~ / - ,--_,., / I,----- 1 I I I I I ----------------------.. _____ JI ~------~r------------1 REFRIGERATOR I I I EVO GRILL ----------------- POOL I I ~----j----i!--------'k L _____ _._ -------,,= ___ +_;;; ··········-Ir= __ F---=---=--~ I I _________ L _______ _J l L- 10" 2'--0" l '-6" 4'-4" 3'-0" 10'-6" l 0'-6" 8'-0" l O" 2'-0" l '-6" 3'-0" -I - = ~ ~ ~ 8" l '-6" 3'-2" 7'-0" l '-6" 8" = = □ "' -' - 1'-8" l '-8" J---,18 PA l 2'-3" : ii, : : : +=: ,i-,c'c:::-::+! i', _U:. .:::-11:t~ I 1.,~i1 ~r1 ... I·:····· f ~7"CJfj!U~jL l ··• • i ji1J½~ d Cl 0 9 0 N "' PLAN VIEW PLAN VIEW 'I I l ii 'li' ' '- l • ' ' i SECTION Pilaster Base Molding Scale: l"=l'-0" SECTION l'-Si' ELEVATION ELEVATION-RUN Spa Wall Molding Scale: 1"=1'-0" SECTION ELEVATION PLAN VIEW Pilaster Molding Scale: l "= 1 '-0" ------------- PA __ _J ~---.19 -----\18 • 1 • PLAN VIEW 10" 7 1 r~ ........... . ......... , .. , . . .......... . In :•:-:::.:.:::::-::::-·:•:•.:-::::::::•:•:· . , .. , __ ..... . . --,-.-:,:::-:·-:-.:.-::-'-: . .. . . . .... Pao .. :)\\/ b ELEVATION-CORNER PRE CAST PROFILES -PLAN 41 Ii 2r----.:_ Granite Countertop Profile Scale: 3"=c 1 '-0" Granite Countertop Protile Scale: 3"= l '-0" Elevation 'B' Scale: 3/4"=1'-0" 3 9 ,----.. 10" 1 '-0" l '-0" 4'-9" COUNTER 2'-8" CD CMU BLOCK. MORTAR AND GROUT ALL CELLS SOLID. ® STONE VENEER, MORTAR & GROUT INTO PLACE. MATERIAL REFERENCE: PR-3 @GRANITE COUNTERTOP. MATERIAL REFERENCE: S-4 8)coNCRETE FOOTING & CABINET PLATFORM. @sTEEL REINFORCING STRENGTH, SIZE AND SPACING PER STRUCTURAL ENGINEER. REBAR SHOWN HEREIN IS SOLELY FOR DESIGN INTENT. 0 COMPACTED SUBGRADE. REFER TO GEOTECHNICAL ENGINEER'S REPORT. 0FINISHED GRADE. ® ADJACENT PAVING. REFER TO CONSTRUCTION PLANS. ®f· THICK PLYWOOD UNDER GRANITE COUNTERTOP. @GFI OUTLET WITH PROTECTIVE WEATHERPROOF COVER (l-TOTAL). MOUNT FLUSH. CONTRACTOR SHALL PROVIDE ELECTRICAL CONDUIT TO BBQ UNIT AND REFRIGERATOR FROM HOUSE. @sTAINLESS STEEL OUTDOOR REFRIGERATOR. CONTRACTOR SHALL PROVIDE GFI OUTLET AND ELECTRICAL CONNECTION BEHIND UNIT. MATERIAL REFERENCE: Ml-8 l '-0" TOP OF COUN ER (jC 'i: 1'-0" ------------------------· © OUTDOOR CABINETS. REFER TO ELEVATION FOR CABINET MODEL. DOOR STYLE, COLOR AND MANUFACTURER PER MATERIALS SCHEDULE. CONTRACTOR SHALL POUR A 4" TALL CONCRETE PAD (PART OF CONCRETE FOOTING) FOR CABINETS (NO LEGS). MATERIAL REFERENCE: Ml-7 @sTAINLESS STEEL EVO GRILL BBQ UNIT, CONTRACTOR SHALL PROVIDE GAS CONNECTION FROM GAS METER WITH MANUAL SHUT-OFF VALVE. CONTRACTOR SHALL SIZE GAS LINE AS REQUIRED FOR PROPER BTU FLOW TO UNIT. MATERIAL REFERENCE: Ml-8 @oumooR FURNITURE, PER INTERIORS PLANS. @NATURAL GAS SERVICE FOR BBQ-PER LANDSCAPE CONTRACTOR @MANUAL SHUT-OFF VALVE -f' GAS BALL VALVE @GAS REGULATOR -AS REQUJRFD @ADJACENT GARDEN WALL PER CONSTRUCTION PLAN. ® ADJACENT POOL WALL PER CONSTRUCTION PLAN. @ADJACENT POOL COPING PER CONSTRUCTION PLAN. @EXPANSION JOINT. i \ ¼- NOTES: Section 'C' Scale: 3/4"=1 '-0" 1. REFER TO MATERIALS SCHEDULE SHEET LC3.01 FOR ALL COLORS, MATERIALS, FINISHES AND SPECIFICATIONS . 2. ALL PRECAST COLOR AND FINISH PER MATERIAL SCHEDULE. MATERIAL REFERENCE: PR-1 i \ 3. CONTRACTOR IS RESPONSIBLE FOR DETERMINING HOW MANY PIECES ARE REQUIRED FOR ALL AMENITIES ON-SITE. CONTRACTOR SHALL ALSO PROVIDE EXTRA PIECES OF EACH PROFILE TO ENSURE THERE ARE ENOUGH QUALITY AND UNDAMAGED PIECES. PRECAST CONCRETE MAY HAVE A LONG LEAD TIME. FOR THIS REASON, IT IS ENCOURAGED THAT THE CONTRACTOR PLACE THE ORDER IN A TIMELY MANNER TO PREVENT ANY INSTALLATION DELAYS. CAD FILES ARE AVAILABLE UPON REQUEST. These documents are the property of LandCreative, Inc. and are not to be copied, reproduced, disposed of, either directly or indirectly, used for another project or any purpose whatsoever without expressed and written permission of LandCreativelnc. 15'----- CONCRE!E SLAB ------111,,w1,,w11,w,,1 ------!4 * FOOTING DIMENSIONS AND DEPTH PER ---------{ 6 STRUCTURAL ENGINEER'S DETAIL. NOTES: REFER TO MATERIALS SCHEDULE SHEET LC3.0l FOR ALL COLORS, MATERIALS, FINISHES AND SPECIFICATIONS. OUTDOOR BBQ -PLAN 4T [A APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE 3779 EXP.7/31/2017 DATE REVIEWED BY; LC2.08 INSPECTOR DATE t----+--+-------------+-----+---+---<----1 ~ CITY PL?N!NG~11s~~SBAD CAPE IMPROVEMENT PLANS FOR: The Ridge at Robertson Ranch 1----+---+-----------------+---+---+---t-----t l'-A_PP_R_o_VE_D_: --'-'=""'-("--""'--''-'==="'---~)1 lr-e:.U,4-: PLANNING DATE INlllAL DATE INlllAL DATE INlllAL DESIGNER or WORK REVISION DESCRIPTION OlHIR APPROVAL CllY -VAL WN BY: CHKD BY: -'-"--I RVWO BY: PROJECT NO. CT 13-03 DRAWING NO. 480-3T ---------------- l '-0" l '-0" 7.0% ~ M "' 7.0% 7 l----- * Section Scale: 1-1 /2"= l '-0" l " 1.0% • G)PITCH@ 1% TO FRONT, TYPICAL. @PORCELAIN TILE STEP TREAD AND RISER -MORTAR & GROUT INTO PLACE. MATERIAL REFERENCE: T-5 @EXPANSION JOINT. 0 ADJACENT PAVING. @coNCRETE FOOTING. @ STEEL REINFORCING STRENGTH, SIZE AND SPACING PER STRUCTURAL ENGINEER. REBAR SHOWN HEREIN IS SOLELY FOR DESIGN INTENT. 0 SUB-BASE AND COMPACTED SUBGRADE PER GEOTECHNICAL SOILS REPORT RECOMMENDATION. * FOOTING DIMENSIONS AND DEPTH PER STRUCTURAL ENGINEER'S DETAIL. NOTES: REFER TO MATERIALS SCHEDULE SHEET LC3.0 l FOR ALL COLORS, MATERIALS, FINISHES AND SPECIFICATIONS. H-STP-STO-AT ENTRY SCALE: l-1 /2"= l '-0" ENTRY STAIRS -PLAN 2SC IT * Elevation Scale: l -1 /2"= 1 '-0" 1.0% ...._ - l '-0" l '-0" * CD PITCH@ 1% TO FRONT, TYPICAL. @PORCELAIN TILE STEP TREAD AND RISER -MORTAR & GROUT INTO PLACE. MATERIAL REFERENCE: T-5 @ADJACENT POOL COPING PER CONSTRUCTION PLAN AND DETAIL 'C', SECTION 'G', SHEET LC2.06 ©ADJACENT PAVING. ® CONCRETE FOOTING. © STEEL REINFORCING STRENGTH, SIZE AND SPACING PER STRUCTURAL ENGINEER. REBAR SHOWN HEREIN IS SOLELY FOR DESIGN INTENT. 0 SUB-BASE AND COMPACTED SUBGRADE PER GEOTECHNICAL SOILS REPORT RECOMMENDATION. @EXPANSION JOINT. * FOOTING DIMENSIONS AND DEPTH PER STRUCTURAL ENGINEER'S DETAIL. NOTES: REFER TO MATERIALS SCHEDULE SHEET LC3.0l FOR ALL COLORS, MATERIALS, FINISHES AND SPECIFICATIONS. H-STP-STO-AT POOL SCALE: 1-1 /2"= 1 '-0" POOL ACCESS STEPS -PLAN 2SC Ii< 3 ... 1 IJ" Section Scale: l"=l'-0" H-STP-STO-PLAN 4T SCALE: l"=l'-0" 1 l/2"TYP. l'-0" <L "' I= • · I 111 1 i 1111 i 11 * 111 I " -,_11 "-'-"'"" 11-, I 1- >1.-+-~~~-4'/ I 1111=;=1 I IJ 1 . STEPS -PLAN 4T b ' " ~ CD PITCH@ 1% TO FRONT, TYPICAL @sTONE VENEER RISER -MORTAR & GROUT INTO PLACE. MATERIAL REFERENCE: PR-3 @sTONE STEP TREAD - MORTAR & GROUT INTO PLACE. MATERIAL REFERENCE: T-8 ©ADJACENT PAVING-PER CONSTRUCTION PLAN @coNCRETE STEP SUB-BASE @REINFORCING -PER GEOTECHNICAL SOILS REPORT 0EXPANSION JOINT @coMPACTED SUB-GRADE- PER GEOTECHNICAL SOILS REPORT ' FOOTING DIMENSION AND REINFORCING -PER STRUCTURAL ENGINEER'S DETAIL NOTES: REFER TO MATERIALS SCHEDULE SHEET LC3.0l FOR ALL COLORS, MATERIALS, FINISHES AND SPECIFICATIONS rr L:\ l .0 Projects\2015\LCI 15008 Toll Bros-R Ranch -Ridge Models\05 CD Const. Docs\05.02 CD Sheets\LCI _ 15008 -LC2.09 Const.Details.dwg <;: I i' SA~tCUT G p 1% -.Iii'- • I • • •, Section Scale: 1-1 /2"= l '-0" D-SLOT DRAIN SCALE: 1-l /2"= 1 '-0" CONCRETE SETTING BED WIDTH SHALL MATCH • ' 1% z" • • • . " • ·;;, • • • ... ¼- SLOT DRAIN --<5 * * WIDTH OF PAVER BAND OR 12" MIN. Section-Paving Edge Scale: 1"=1'-0" CD INTERLOCKING PRE-CAST CONCRETE PAYERS. REFER TO MATERIAL SCHEUDULE FOR PAVER TYPE, COLOR, FINISH, AND ADDITIONAL INFORMATION. @INSTALL POLOMERIC SAND IN PAVER JOINTS PER MANUFACTURER'S SPECIFICATIONS. REFER TO MATERIAL SCHEDULE FOR ADDITIONAL INFORMATION. @4" THICK CONCRETE BASE FOR PAYERS ADJACENT TO PLANTING AREA. INSTALL PAYERS ON CONCRETE BASE WITH MORTAR JOINTS TO MATCH AND ALIGN WITH PAVER JOINTS. 0 #4 REBAR CONTINUOUS AND #4 REBAR TIES AT 18" O.C. (TYP.). @1" THICK SAND SETTING BED. © TYPE II AGGREGATE BASE. THICKNESS AND COMPACTION PER GEOTECHNICAL SOILS REPORT. 0 COMPACTED SUB-GRADE PER STRUCTURAL SOILS REPORT. ®ADJACENT BUILDING WALL OR STRUCTURE. ®FINISH GRADE OF ADJACENT PLANTING AREA. @PAVER$ AT DOOR THRESHOLD SHALL BE FLUSH WITH DOORWAY THRESHOLD FINISHED GRADE. @GEOTEXTILE FABRIC. INSTALL BETWEEN SUB-GRADE AND AGGREGATE BASE. GEOTEXTILE FABRIC SHALL TURN UP AGAIST EDGE OF BUILDING OR STRUCTURE. REFER TO MATERIAL SCHEDULE FOR SPECIFICATIONS. H-PVR-C0-03 SCALE: l "= l '-0" CONCRETE PAVERS 3 4 Section Scale: 1"=1'-0" H-STP-ST0-04 ITALIAN SCALE: J"0 l'-O" H:" TYP. STEPS -PLAN l X-M (DcoNCRETE PAVING OVER SLOT DRAIN. REFER TO CONSTRUCTION PLAN. ® CONCRETE SUB-BASE -PER CIVIL ENGINEER'S PLAN ® PVC SLOT DRAIN IN MORT AR SETTING BED -PVC DRAIN PIPE SHALL BE SET TO ALLOW FOR PROPER DRAINAGE. CONTRACTOR SHALL SAW-CUT BETWEEN STONES INTO PVC PIPE (I)coMPACTED SUB-GRADE -REFER TO GEOTECHNICAL ENGINEER'S REPORT NOTES: REFER TO MATERIALS SCHEDULE SHEET LC3.01 FOR ALL COLORS, MATERIALS, FINISHES AND SPECIFICATIONS 11 ,_~ 7 ,-~ Section-Building Threshold Scale: l"=l'-0" R; ~ TYPE II AGGREGATE BASE THICKNESS AND COMPACTION PER GEOTECHNICAL SOILS REPORT. NOTES: 1. REFER TO MATERIALS SCHEDULE SHEET LC3.01 FOR ALL COLORS, MATERIALS, FINISHES AND SPECIFICATIONS. 2. ALL PAVER$ SHALL BE POWER WASHED CLEAN AND BE FREE OF OIL STAINS, TIRE MARKINGS AND CONCRETE SPILLS. ONCE THESE PAVER$ ARE CLEAN AND DRY, A PAVER SEALANT SHALL BE APPLIED TO ALL EXPOSED PAVER SURFACES. REFER TO MATERIAL SCHEDULE FOR SEALER TYPE. 3. ALL PAYERS AND PAYERS ADJACENT TO CONCRETE CURBS AND SIDEWALKS SHALL BE FLUSH TO ELIMINATE A TRIP HAZARD. INSTALL AND COMPLY WITH ADA CODE. CD PITCH @ l % TO FRONT, TYPICAL @sTONE VENEER RISER -MORTAR & GROUT INTO PLACE. MATERIAL REFERENCE: PR-l @sTONE TILE STEP TREAD- MORTAR & GROUT INTO PLACE. MATERIAL REFERENCE: T-1 ©ADJACENT PAVING-PER CONSTRUCTION PLAN Iii @coNCRETE STEP SUB-BASE @REINFORCING-PER GEOTECHNICAL SOILS REPORT 0EXPANSION JOINT @coMPACTED SUB-GRADE- PER GEOTECHNICAL SOILS REPORT , FOOTING DIMENSION AND REINFORCING -PER STRUCTURAL ENGINEER'S DETAIL NOTES: REFER TO MATERIALS SCHEDULE SHEET LC3.0l FOR ALL COLORS, MATERIALS. FINISHES AND SPECIFICATIONS IT ------------- 3" l '-6" ALIGN H-PAV-JNT-02 SCALE: 2"=1'-0" CONCRETE EXPANSION ~---111 " • • • " " Fell Expansion Joint 8 @ Columns/Walls (F.E.J.) Scale: 1"=1'-0" 3 i----.. 1---~2t==-~~--...,L--:;;:.-. ='~4~v------11 ~ - --. ' ' Control/Score Joint/Saw-Cu (S.J.) Scale: 1"=1'-0" " 111 .. :111 II ,,:W111 _ll -1 :1 Cold Joint ~---~ (C.J.) Scale: l"=l'-0" ---- Expansion Joint (E.J.) Scale: l"=l'-0" H-PAV-JNT-01 SCALE: 1 "= 1 '-0" CONCRETE JOINTS 8" ---- ---- 11111111111111111111111,~~~:,L.44# 11111 . ,UJ1 I i I ~I I i I I I I i' I I I I i I I 1111U I --=111 111 111 ,',.'..'..'.., I l- ~11111 i I I I I I IL I i 11 111 111 11 '-111-111- Section Ending at Beach Pebbles Scale: 2"= l '-0" (})EXISTING CONCRETE-SAW CUT CLEAN JOINT. @oRlll & EPOXY (2) #3 REBAR 3" INTO EXISTING CONCRETE & EXTEND 18" MIN. INTO NEW CONCRETE SIDEWALK. PSI PER SOILS REPORT @roLY FELT EXPANSION JOINT. G)NEW REINFORCED CONCRETE UNDERPIN EXISTING SLAB. @coMPACTION PER GEOTECHNICAL SOILS REPORT ~--{4 --------{5 ~ FOOTING DIMENSIONS AND DEPTH PER STRUCTURAL ENGINEER'S DETAIL. NOTES: 1. INSTALL EXPANSION JOINTS AT MAX. 25'-0" O.C. ANO INTERMEDIATE SCORE JOINTS@ 10'-0" MAX. O.C. FOR 8'-0" WIDE WALKWAY OR LESS. ALL OTHER JOINT LOCATIONS SEE CONST. PLAN. 3 )----- * Section Scale: 2"= l '-0" 11 ==II' 111--11 . --.. --------~ CD FINISH GRADE OF PLANTING AREA. 2" BELOW PAVING SURFACE. @APPLY 1/4" RADIUS NOSE AT All EXPOSED EDGES CONTINUOUS, TYPICAL. G)coNCRETE FLATWORK FINISH PER CONSTRUCTION PLAN. THICKNESS AND STRENGTH PER GEOTECHNICAL REPORT. 0#3 REBAR MIN.@ 18" ON CENTER EACH WAY AT CENTER OF POUR, TYPICAL OR AS REQUIRED BY GEOTECHNICAL REPORT. HOLD 2" CLEAR ALL EDGES. TYPICAL. ® JOINTS PER CONSTRUCTION PLAN AND PER TYPICAL 'SCORE JOINTS' DETAIL (THIS SHEET). @coMPACTED SUBGRADE PER GEOTECHNICAL SOILS REPORT. 18" SPACING (TYP .) -111- 1 1~-11 * FOOTING DIMENSIONS AND DEPTH PER STRUCTURAL ENGINEER'S DETAIL. NOTES: l. REFER TO MATERIALS SCHEDULE SHEET LC3.0l FOR ALL COLORS, MATERIALS, FINISHES AND SPECIFICATIONS. 2. INSTALL EXPANSION JOINTS AT MAX. 25'-0" 0.C. AND INTERMEDIATE SCORE JOINTS@ 10'-0" MAX. O.C. FOR 8'-0" WIDE WALKWAY OR LESS. ALL OTHER JOINT LOCATIONS SEE CONST. PLAN. ro H-PAV-C0-01 SCALE: 2"=1'-0" CONCRETE PAVING [A G) l /4" WIDE X 1 /2" DEEP JOINTS AT EXPANSION JOINTS W/ SEALANT. @sAW-CUT 1/8" WIDE, MIN. l/4 DEPTH 0~ SLAB. @1/8" RADIUS TOOLED, EDGE. @REBAR@ CENTER (HOLD 2" CLEAR). ® SLIP DOWELS ALONG CONSTRUCTION JOINT@ l '-6" O.C. @KEYED CONSTRUCTION JOINT. 0sLIP DOWELS ALONG EXPANSION JOINT @ l'-6" O.C. @114" THICK POLYFOAM EXPANSION JOINT W/ SEALANT. ®COMPACTED SU BG RADE PER GEOTECHNICAL SOILS REPORT. @BUILDING. COLUMN, OR PLANTER WALL PER ARCHITECTURAL PLAN. @coNCRETE SLAB. REFER TO CONSTRUCTION PAN FOR FINISH, COLOR, PATTERN AND ADDITIONAL INFORMATION. @BASE MATERIAL UNDER CONCRETE PAVING, REFER TO STRUCTURAL SOILS REPORT FOR MATERIAL TYPE, THICKNESS, COMPACTION AND ADDITIONAL INFORMATION. NOTES: l. CONCRETE THICKNESS, STRENGTH, COLOR, FINISH AND REINFORCEMENT PER CONSTRUCTION PLAN, NOTES AND DETAILS 2. INSTALL SIKAFLEX-2C POLYURETHANE SEALANT (OR APPROVED EQUIVALENT) IN ALL EXPANSION JOINTS. 3. COLOR OF SEALANT TO MATCH COLOR OF PAVING. SUBMIT COLOR CHART/SAMPLES FOR REVIEW AND APPROVAL. 4. INSTALL SEALANT/CAULKING PER MANUFACTURER'S SPECIFICATIONS. 5. APPLY 'DUSTING' OF SILICA SAND(#30) TO CAULKING IMMEDIATELY AFTER FILLING JOINTS. 6. INSTALL TYPE V CEMENT UNLESS NOTED OTHERWISE. PER GEOTECHNICAL SOILS REPORT. G)8.S"X7.5" GEO-EDGE ALUMINUM EDGING INSTALLED PER MANUFACTURER'S DETAILS AND SPECIFICATION. @INSTALL g''X l O" STEEL SPIKES AT 3' O.C. MAXIMUM-PER MANUFACTURER'S DETAILS AND SPECIFICATIONS. @coMPACTED SUBGRADE PER GEOTECHNICAL REPORT. 0 4" DEEP LA YER LOOSE BEACH PEBBLE. ®FILTER FABRIC. STAPLE TO GRADE, EPOXY TO GEO-EDGE ALUMINUM AND ADJACENT PAVING PRIOR TO PLACEMENT OF BEACH PEBBLES PER MANUFACTURE'S RECOMMENDATIONS. 0 ADJACENT PLANTER AREA. 0ADJACENT PAVING. ® FINISHED GRADE. NOTES: 1. REFER TO MATERIALS SCHEDULE SHEET LC3.0l FOR ALL COLORS, MATERIALS, FINISHES AND SPECIFICATIONS . 2. FABRICATE CORNERS BY BENDING EDGING PER MANUFACTURER'S DETAILS. 3. INSTALL SLICES PER MANUFACTURER'S DETAILS. These documents are the property of LandCreative, Inc. and are not to be copied, reproduced, disposed of, either directly or indirectly, used for another project or any purpose whatsoever without expressed and written permission of LandCreativelnc. 3 2 I I -oi l «~ u -t 2" -, . CLR. 5 )---.,. 4>---\ & CDFINISH GRADE OF PLANTING AREA, 2" BELOW PAVING SURFACE. @sTONE, CERAMIC OR PORCELAIN TILE. THICKNESS MAY VARY. CONTRACTOR SHALL VERIFY THICKNESS PRIOR TO SETTING GRADES AND POURING CONCRETE. @mE MORTAR BED. 0#3 REBAR MIN.@ 18" ON CENTER EACH WAY AT CENTER OF POUR, TYPICAL OR AS REQUIRED BY GEOTECHNICAL REPORT. HOLD 2" CLEAR ALL EDGES, TYPICAL. ® ALIGN CONCRETE JOINT WITH TILE JOINT (WHEN JOINTS ARE NECESSARY) .. @coMPACTED SUBGRADE PER GEOTECHNICAL SOILS REPORT. 18" SPACING (TYP.) ~I,~~ I ~' 'l 1-111- Section Scale: 2"= l '-0" H-PAV-TL-01 SCALE: 2"=1'-0" 11 -11' 111-- 6 )----/ TILE PAVING 1 1--11 * FOOTING DIMENSIONS AND DEPTH PER STRUCTURAL ENGINEER'S DETAIL. NOTES: l. REFER TO MATERIALS SCHEDULE SHEET LC3.01 FOR ALL COLORS, MATERIALS, FINISHES AND SPECIFICATIONS. 2. INSTALL EXPANSION JOINTS AT MAX. 25'-0" O.C. AND INTERMEDIATE SCORE JOINTS@ 10'-0" MAX. O.C. FOR 8'-0" WIDE WALKWAY OR LESS. ALL OTHER JOINT LOCATIONS SEE CONST. PLAN. rs APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE~37~7~9 __ EXPJ/31/2017 DATE REVIEWED BY: LC2.09 INSPECTOR DATE 1----+---+-------------+----+---+----+---I ~ CITY PL?N!NG~,1~~SBAD ~ :;LANDS::;;;;:;::::;C::'..AP~E;:::::;JMP::;:;;RO;:;:;:;VEME:;;::::;::;NT;::;::;P;:;LANS::;;;;::::::;FO::;R;;===:'..=:====: The Ridge at Robertson Ranch I APPROVED: i,i.i<l ~ E:11-'\t -z.v;, ,.,. PLANNING DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OWN BY: PROJECT NO. DRAWING NO. DA1£ INITIAL DATE INITIAL CHICO BY: CT 13-03 480-3T OTHER APPROVAL CllY APPROVAL RVWD BY: QE ----------------------------------------- I CONSTRUCTION MATERIALS SCHEDULE I ITEM: I DESCRIPTION: I nEM; MODEL: I COLOR: I FINISH: I MFR./ CONTACT: I NOTE TO CONTRACTOR: PROVIDE :/ MOCK-UP: MOCK-UP NOTE: ITEM: I DESCRIPTION: I n1M I MODEL: I COLOR: I FINISH: l MFR./ CONTACT: I NOTE TO CONTRACTOR: I PROVIDE : I MOCK-UP: MOCK-UP NOTE: Plan lXM 'Manor' Plan 4T 'Tuscan' P-1 CONCRETE PAYERS MEGA BERGERAC 'VICTORIAN' N.A. BELGARD.COM INSTALL PER MANUFACTURER'S SPECIFICATIONS. INSTALL WITH YES PROVIDE A 2'X2' MOCKUP FOR REVIEW BY T-8 LIMESTONE PAVING, COPING & STEP & COPING: l 2"X24"X1-l /4" THICK 'SALEM GREY' BRUSHED ARIZONA TILE.COM ALL LIMESTONE TILE WORK SHALL HAVE 'DRY-TREAT 40SK' YES PROVIDE A 2'X2' MOCKUP FOR REVIEW BY POLYMERIC SAND IN JOINTS. CONTRACTOR SHALL POWER WASH OWNER AND LANDSCAPE ARCHITECT PRIOR STEP TREAD PAVING: l2"X24" CONSOLIDATOR APPLIED TO ALL EXPOSED SURFACES. ALL OWNER AND LANDSCAPE ARCHITECT PRIOR PAVERS AFTER INSTALL AND SEAL WITH AN APPROVED FLAT TO PLACING ORDER AND CONSTRUCTION. (SELECTED BY INTERIOR DESIGNER) COPING PIECES SHALL BE DIPPED INTO THE CONSOLIDATOR TO PLACING ORDER AND CONSTRUCTION. PAVER SEALER (AS RECOMMENDED BY BELGARD). PROTECT SOLUTION AND ALLOWED TO CURE 14 DAYS PRIOR TO FROM CONSTRUCTION TRAFFIC. INSTALLATION. AFTER INSTALLATION, APPLY A HIGH-GRADE STONE FLAT SEALER. LIMESTONE MAY HAVE A LONG LEAD C-1 COLORED CONCRETE DAVIS COLORS 5237 'SANDSTONE' #3 TOPCAST FINISH DAVIS COLORS ALL CONCRETE FLATWORK SHALL BE SEALED WITH A FLAT SEALER. NO -ORDERING TIME. CONTRACTOR SHALL PROVIDE SAMPLES FOR [SAND FINISH) REVIEW EARLY ON TO ENSURE THAT THE ORDER JS PLACED IN A TIMELY MANNER THAT WOULD NOT DELAY DELIVERY AND T-1 TRAVERTINE TILE GROUT (TO MATCH INTERIORS) N.A. CUSTOM BUILDING CONSTRUCTION. STEP TREAD & COPING: l 2"X24"X5CM 'SIL VER MIST' TUMBLED BEDROSIANS.COM ±" GROUT JOINT AT ALL STEPS, COPING & PAYING. GROUT-LESS YES PROVIDE A 6"X6" MOCKUP FOR REVIEW BY PRODUCTS FRONT PA YING: 8"Xl 6" TUMBLED JOINT AT STONE VENEER ON ALL VERTICAL SURFACES. OWNER AND LANDSCAPE ARCHITECT PRIOR T-9 PORCELAIN WOOD TILE CREEKWOOD 6"X36" 'ASH RIVER' TEXTURED AMERICANOLEAN.CO YES PROVIDE A l'Xl' MOCKUP FOR REVIEW BY STONE VENEER: 4" & 6" WIDE IN TO PLACING ORDER AND CONSTRUCTION. (SELECTED BY INTERIOR DESIGNER) OWNER AND LANDSCAPE ARCHITECT PRIOR VARYING LENGTHS TO CONSTRUCTION. GROUT #382 'BONE' N.A. CUSTOM BUILDING PRODUCTS GROUT (TO MATCH INTERIORS) N.A. (TO MATCH INTERIORS) T-2 PORCELAIN TILE @ BACKYARD TERRACE PARQUET 'ESPRESSO TEXTURED EMSER.COM GROUT JOINT AND APPLICATION TO MATCH INTERIORS. YES PROVIDE A l'Xl' MOCKUP FOR REVIEW BY COORDINATE TILE JOINTS WITH INTERIORS LAYOUT. OWNER AND LANDSCAPE ARCHITECT PRIOR T-10 MARBLE TILE CARRARA 12"Xl2" 'GIOIA' POLISHED DAL TILE.COM MARBLE TILE COMES POLISHED. OUTDOOR PAYING MATERIAL YES PROVIDE A l 'X 1' MOCKUP FOR REVIEW BY TO PLACING ORDER AND CONSTRUCTION. (SELECTED BY INTERIOR D[SIGNCR) (POSSIBLE ACID ETCH SELECTED BY DESIGN LINES INTERIORS. TILE SHALL BE EVALUATED OWNER AND LANDSCAPE ARCHITECT PRIOR TREATMENT) AFTER INST ALLA HON TO SEE HOW SLIPPERY IT IS WHEN WET. IF TO CONSTRUCTION. GROUT (TO MATCH INTERIORS) N.A. CUSTOM BUILDING MARBLE TILE IS TOO SLIPPERY, THE CLIENT MAY OPT FOR AN ACID PRODUCTS GROUT (TO MATCH INTERIORS) N.A. (TO MATCH INTERIORS) ETCH TREATMENT TO SCARIFY THE SURFACE PRIOR TO SEALING. T-3 BACKSPLASH TILE PANARO BLEND PANARO BLEND N.A. DAL TILE.COM GROUT, JOINTS AND APPLICATION SHALL MATCH INTERIORS. YES PROVIDE A l 'Xl' MOCKUP FOR REVIEW BY DA90 OWNER AND LANDSCAPE ARCHITECT PRIOR C-3 COLORED CONCRETE DAVIS COLORS 5447 'MESA BUFF' #3 TOPCAST FINISH DAVIS COLORS ALL CONCRETE FLATWORK SHALL BE SEALED WITH A FLAT SEALER. NO - TO PLACING ORDER AND CONSTRUCTION. (SAND FINISH) GROUT [TO MATCH INTERIORS) NA CUSTOM BUILDING PRODUCTS T-11 WATERLINE POOL TILE CITY VIEW 'HARBOUR MIST' TEXTURED DAL TILE.COM RUN TILE IN A STACKED BOND PATTERN (2-TILES STACKED) AT 6" YES PROVIDE A 6"X6" MOCKUP FOR REVIEW BY T-12 PORCELAIN TILE INSIDE BASIN WALLS AND FLOOR BASAL TINA 2"X2" 'NERO' N.A. DAL TILE.COM GROUT, JOINTS AND APPLICATION SHALL MATCH INTERIORS. YES PROVIDE A l'Xl' MOCKUP FOR REVIEW BY 3"X12" TALL WATERLINE TILE SECTION BELOW COPING. OWNER AND LANDSCAPE ARCHITECT PRIOR OWNER AND LANDSCAPE ARCHITECT PRIOR TO PLACING ORDER AND CONSTRUCTION. TO PLACING ORDER AND CONSTRUCTION. GROUT (TO MATCH INTERIORS) NA CUSTOM BUILDING ----PRODUCTS GROUT #370 'DOVE' NA CUSTOM BUILDING PRODUCTS T-13 SPA WALLACCENTTILE CITY VIEW 'HARBOUR MIST' TEXTURED DAL TILE.COM RUN TILE IN A STACKED BOND PATTERN. ALIGN WITH CENTERLINE YES PROVIDE A 6"X6" MOCKUP FOR REVIEW BY S-1 STONE SLAB COUNTERTOP GRANITE 'BIANCO AN rlCO' POLISHED DAL TILE.COM STONE SLAB SHALL BE SEALED. THIS PRODUCT HAS A LONG LEAD YES PROVIDE A 1 'X 1' MOCK UP FOR REVIEW BY 3"Xl2" OF TILE AREA. WATERLINE TILE SHALL ALIGN WITH THIS TILE. OWNER AND LANDSCAPE /\RCHITECT PRIOR G446 ORDERING TIME. CONTRACTOR SHALL PROVIDE SAMPLES FOR OWNER AND LANDSCAPE ARCHITECT PRIOR TO PLACING ORDER AND CONSTRUCTION. REVIEW EARLY ON TO ENSURE THAT THE ORDER IS PLACED IN A TO CONSTRUCTION. GROUT (TO MATCH INTERIORS) N.A. CUSTOM BUILDING TIMELY MANNER THAT WOULD NOT DELAY DELIVERY AND PRODUCTS CONSTRUCTION. PL-4 POOL PLASTER PEBBLE TEC 'CARIBBEAN BLUE' N.A. PEBBLETEC.COM NO -- PT-1 WOOD STAIN YARATHANE 'WEATHERED GRAY' NA HOMEDEPOT.COM SEAL AND TREAT PER MANUFACTURER'S RECOMMENDATIONS. YES PROVIDE A l'Xl' MOCKUP FOR REVIEW BY MODEL: 267124 OWNER AND LANDSCAPE ARCHITECT PRIOR INTERNET: 203377037 TO CONSTRUCTION. PR-3 STONE VENEER ITALIAN VILLA VERONA OYERGROUT TO CORONADOSTONE. STONE VENEER SHALL MATCH ARCHITECTURE. YES PROVIDE A 2'X2' MOCKUP FOR REVIEW BY MATCH ARCHITECTURE COM OWNER AND LANDSCAPE ARCHITECT PRIOR PR-l STONE VENEER 3" SPLIT LIMESTONE 'WALNUT' SPLIT FACE CORONADOSTONE. STONE VENEER SHALL MATCH ARCHITECTURE. YES PROVIDE A 2'X2' MOCKUP FOR REVIEW BY TO PLACING ORDER AND CONSTRUCTION. [DRY STACK-NO COM OWNER AND LANDSCAPE ARCHITECT PRIOR GROUT JOINTS) TO TO PLACING ORDER AND CONSTRUCTION. GROUT (TO MATCH ARCH.) N.A. CUSTOM BUILDING 'FLAGSTONE' WALL MATCH ARCHITECTURE PRODUCTS CAP 'ASPEN' PR-4 PRECAST CONCRETE [PER DETAIL) 'OAKWOOD' 'LIMESTONE FINISH' JGINGER.COM STONE VENEER AND GROUT JOINTS SHALL MATCH YES rROVIDE A 2'X2' MOCKUP FOR REVIEW BY ADAM SHELTON ARCHITECTURE. CONTRACTOR SHALL APPLY 2-COATS OF FLAT OWNER AND LANDSCAPE ARCHITECT PRIOR PL-1 STUCCO/PLASTER TO MATCH SW 7050 'USEFUL GRAY ' FLAT-EXTERIOR PAINT SHERWIN WILLIAMS STUCCO VENEER SHALL MATCH ARCHITECTURE. NO -(951) 668-5050 SEALER TO ALL EXPOSED SURFACES. TO CONSTRUCTION. ARCHITECTURE GROUT #386 'OYSTER GRAY' N.A. OBP MAC PRODUCTS S-2 BEACH PEBBLES 3"-5" DIA. BLACK NA SOUTHWESTBOULDER. -NO - COM PL-5 STUCCO/PLASTER TO MATCH SW 6108 'LATTE' FLAT-EXTERIOR PAINT SHERWIN WILLIAMS STUCCO VENEER SHALL MATCH ARCHITECTURE. NO - ARCHITECTURE PT-2 ALUMINUM & WOOD PAINT ALUMINUM PAINT SW 7047 'PORPOISE' EGG SHELL PER CONTRACTOR CONTRACTOR SHALL SPRAY APPLY 1-COAT NO - PRO-CRYL-UNIVERSAL ACRYLIC PRIMER, THEN 2-COATS ALL S-4 STONE SLAB LIMESTONE 'JURA BEIGE' HONED DALTILE.COM STONE SLAB SHALL BE SEALED. THIS PRODUCT HAS A LONG LEAD NO - SURFACE ENAMEL LATEX PAINT. ORDERING TIME. CONTRACTOR SHALL PROVIDE SAMPLES FOR REVIEW EARLY ON TO ENSURE THAT THE ORDER IS PLACED IN A Ml-1 RAIN CHAIN COPPER #3124 'COPPER BELLS' N.A. RAINCHAINS.COM PROVIDE EXTENSION WHERE NECESSARY TO REACH FOUNTAIN NO -TIMELY MANNER THAT WOULD NOT DELAY DELIVERY AND FLOOR. CONSTRUCTION. PT-5 WOOD PAINT TO MATCH SHUTTERS SW 7630 'RAISIN' GLOSS-EXTERIOR PAINT SHERWIN WILLIAMS NO -- Ml-2 GRANITE TUB OVAL BATHTUB 60" 'BLUE GRAY GRANITE' CHISELED & POLISHED STONEFOREST.COM INSTALL PER MANUFACTURER'S SPECIFICATIONS. NO -ON ARCHITECTURE Ml-7 OUTDOOR CABINETS CABINET MODEL 'CHARCOAL' N.A. WEREVER.COM CABINET FABRICATION AND DELIVERY HAS LONG LEAD TIME. NO -Ml-3 GRANITE BENCH SLAB TABLE BENCH 'BLUE GRAY GRANITE' CHISELED & POLISHED STONEFOREST.COM INSTALL PER MANUFACTURER'S SPECIFICATIONS. NO -NUMBERS PER DETAIL WHEN THE CONTRACTOR AND CLIENT ARE READY TO PLACE THE AND CLIENT ORDER. ORDER THROUGH WEREYER CABINETS, PLEASE CONTACT THE LANDSCAPE ARCHITECT FOR COORDINATION PURPOSES. Ml-4 SYNTHETIC TURF 'DIAMOND SUPREME 'DIAMOND SUPREME N.A. TIGERTURF.COM INSTALL PER MANUFACTURER'S SPECIFICATIONS. NO DOOR STYLE: 'CLASSIC LANDSCAPE ARCHITECT WILL WORK WITH WEREYER CABINETS TO -WITH COVE' FESCUE' FESCUE' FIE-TUNE THE PROPOSAL AND CABINET SELECTION PROCESS. CONTRACTOR SHALL REFER TO CABINET CONFIGURATION AND CABINET HARDWARE: INSTALLATION INSTRUCTIONS THROUGH THE APPROVED WEREVER Ml-9 OUTDOOR CABINETS CABINET MODEL 'SEAFOAM' N.A. WEREVER.COM CABINET FABRICATION AND DELIVERY HAS LONG LEAD TIME. NO -RESIDENTIAL PROPOSAL, SPECIFICALLY CUSTOMIZED FOR TOLL BROTHERS. NUMBERS PER DETAIL WHEN THE CONTRACTOR AND CLIENT ARE READY TO PLACE THE ESSENTIALS 5" AND CLIENT ORDER. ORDER THROUGH WEREVER CABINETS, PLEASE CONTACT THE CENTER-TO-CENTER LANDSCAPE ARCHITECT FOR COORDINATION PURPOSES. SATIN NICKEL DOOR STYLE: 'SPORT' LANDSCAPE ARCHITECT WILL WORK WITH WEREYER CABINETS TO RECTANGULAR FIE-TUNE THE PROPOSAL AND CABINET SELECTION PROCESS. CABINET PULL CABINET HARDWARE: CONTRACTOR SHALL REFER TO CABINET CONFIGURATION AND ITEM #: 424842 (TO MATCH INTERIORS) INSTALLATION INSTRUCTIONS THROUGH THE APPROVED WEREYER THROUGH: PROPOSAL, SPECIFICALLY CUSTOMIZED FOR TOLL BROTHERS. LOWES.COM Ml-10 STAINLESS STEEL APPLIANCES BBQ: TWIN EAGLES 36" STAINLESS STEEL N.A. BBQGALORE.COM CONTRACTOR SHALL PROVIDE ALL NECESSARY GAS PLUMBING NO -STAINLESS STEEL APPLIANCES GRILL [NO ROTISSERIE) AND ELECTRICAL CONNECTIONS TO ALL APPLIANCES. Ml-8 EVO AFFINITY 30G STAINLESS STEEL N.A. EYOAMERICA.COM CONTRACTOR SHALL PROVIDE ALL NECESSARY GAS PLUMBING NO - WITH 36" INSULATED CONTRACTOR SHALL PROVIDE APPROPRIATE PIPE SIZING AS WITH INSULLATION AND ELECTRICAL CONNECTIONS TO ALL APPLIANCES. JACKET REQUIRED BY EACH APPLIANCE. BBQ GRILL MAY REQUIRE JACKET CONTRACTOR SHALL PROVIDE APPROPRIATE PIPE SIZING AS SUMMIT OUTDOOR STAINLESS STEEL N.A. SUMMIT APPLIANCES SUMMIT OUTDOOR STAINLESS STEEL N.A. SUMMIT APPLIANCES REQUIRED BY EACH APPLIANCE. REGRIGERATOR W/ .COM REGRIGERATOR W/ .COM GLASS DOOR GLASS DOOR SCR600BLOS SCR6008LOS Ml-11 TUB FAUCET CONTEMPORARY LED N.A. CHROME FAUCETSUPERDEAL. INSTALL PER MANUFACTURER'S SPECIFICATIONS. NO -Ml-12 SYNTHETIC TURF 'DIAMOND SUPREME 'DIAMOND SUPREME N.A. TIGERTURF.COM INSTALL PER MANUFACTURER'S SPECIFICATIONS. NO - THERMOCHROMIC COM FESCUE' FESCUE' WATERFALL BATHROOM TUB FAUCET Plan 2SC 'Spanish Colonial' 'B' = BRICK 'C' = CONCRETE 'G' = GLASS NOTE TO CONTRACTOR: 'M' = METAL 'P' = PAYER 'R' = ROCK 1. SUBSTITUTIONS ARE HIGHLY DISCOURAGED. T-4 PORCELAIN TILE WOOD PLANK (PER INTERIOR RECLAIM 8"X71" 'SAND' TEXTURED EMSER.COM GROUT JOINT AND APPLICATION TO MATCH INTERIORS. YES PROVIDE A 2' LONG MOCKUP FOR REVIEW T = TILE 'PL'= STUCCO/PLASTER 'PT'= PAINT/STAIN 2. MANY MATERIALS HAYE LONG LEAD ORDERING TIME. CONTRACTOR SHALL PROVIDE SAMPLES FOR REVIEW EARLY ON TO ENSURE THAT THE ORDER IS PLACED IN A TIMELY MANNER THAT DESIGNER) COORDINATE TILE JOINTS WITH INTERIORS LAYOUT. BY OWNER AND LANDSCAPE ARCHITECT 'W' = WOOD 'PR'= PRECAST/YENEER 'Ml'= MISCELLANEOUS WOULD NOT DELAY DELIVERY AND CONSTRUCTION. PRIOR TO CONSTRUCTION. 'S' =STONE/ PEBBLES/ GRAVEL/ D.G. 3. ANY MATERIAL THAT IS SPECIFIED TO MATCH THE ARCHITECTURE SUCH AS WALLS, PILASTERS, ETC. (VENEER, STUCCO, PAINT), SHALL MATCH. REFER TO COLORIST'S BUILDING SCHEMES FOR APPLICATION NOTES AND SPECIFICATIONS. GROUT (PER INTERIORS) N.A. CUSTOM BUILDING PRODUCTS T-5 PORCELAIN TILE COPING, STEPS & FIELD TILE CITY VIEW CY02 'SKYLINE GRAY' TEXTURED DAL TILE.COM 1/8" GROUT JOINT AT ALL STEPS, COPING & PAVING. YES PROVIDE A 2' LONG MOCKUP FOR REVIEW -12"X12" BY OWNER AND LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. GROUT #386 'OYSTER GREY' N.A. CUSTOM BUILDING PRODUCTS T-6 LIMESTONE ACCENT TILE DRIVEWAY PAYING: 4"X8" 'ROCAS AZUL' HONED ARIZONATILE.COM ALL LIMESTONE TILE WORK SHALL HAVE 'DRY-TREAT 40SK' NO - POOL BACKDROP WALL: 6"Xl8" CONSOLIDATOR APPLIED TO ALL EXPOSED SURFACES. ALL COPING PIECES SHALL BE DIPPED INTO THE CONSOLIDATOR SOLUTION AND ALLOWED TO CURE 14 DAYS PRIOR TO INSTALLATION. AFTER INSTALLATION, APPLY A HIGH-GRADE STONE FLAT SEALER. LIMESTONE MAY HAVE A LONG LEAD ORDERING TIME. CONTRACTOR SHALL PROVIDE SAMPLES FOR REVIEW EARLY ON TO ENSURE THAT THE ORDER IS PLACED IN A GROUT #386 'OYSTER GREY' N.A. CUSTOM BUILDING TIMELY MANNER THAT WOULD NOT DELAY DELIVERY AND PRODUCTS CONSTRUCTION. T-7 GRANITE POOL TILE 12"xl2" 'INDIAN PREMIUM HONED ARIZONA TILE.COM ALL GRANTE TILE SHALL BE SEALED. NO - BLACK' GROUT #60 'CHARCOAL' N.A. CUSTOM BUILDING APPROVED FOR PRODUCTS PR-2 PRECAST CONCRETE (PER DETAIL) 'SILVERSTONE' LIMESTONE FINISH JGINGER.COM STONE VENEER AND GROUT JOINTS SHALL MATCH YES PROVIDE A 2'X2' MOCKUP FOR REVIEW BY IRRIGATION AND PLANTING ADAM SHELTON ARCHITECTURE. CONTRACTOR SHALL APPLY 2-COATS OF FLAT OWNER AND LANDSCAPE ARCHITECT PRIOR (951) 668-5050 SEALER TO ALL EXPOSED SURFACES. TO CONSTRUCTION. ONLY, INCLUDING PRECISE GROUT #386 'OYSTER GREY' N.A. OBP MAC PRODUCTS LOCATION OF PLANTING PL-2 STUCCO/PLASTER STUCCO SW614l 'SOFTERTAN' (TO MATCH SHERWIN WILLIAMS -YES PROVIDE A l 'Xl' MOCKUP FOR REVIEW BY AREA. (TO MATCH (TO MATCH ARCHITECTURE) OWNER AND LANDSCAPE ARCHITECT PRIOR ARCHITECTURE) ARCHITECTURE) TO CONSTRUCTION. PL-3 POOL PLASTER PEBBLE TEC 'BLACK PEARL' N.A. PEBBLETEC.COM -NO -"AS BUil T" S-3 BEACH PEBBLES 3"-5" DIA. 'BUFF' BEACH PEBBLES N.A. THOMPSONSBUILDING -NO - MATERIALS.COM RCE 3779 EXP.7/31/2017 DATE C-2 COLORED CONCRETE DAVIS COLORS 5237 'SANDSTONE' #3 TOPCAST FINISH REVIEWED BY: DAVIS COLORS ALL CONCRETE FLATWORK SHALL BE SEALED WITH A FLAT SEALER. NO - (SAND FINISH) LC3.01 INSPECTOR DATE PT-3 WOOD PAINT N.A. SW 6104 'KAFFEE' MATTE SHERWIN--NO -These documents are the property of /1\ ~ ~ WILLIAMS.COM LandCreative, Inc. and are not to be CITY OF CARLSBAD copied, reproduced, disposed of, 4 PLANNING DIVISION 8 either directly or indirectly, used for PT-4 ACCENT WOOD PAINT N.A. SW 6362 'TIGEREYE' EGGSHELL SHERWIN--NO -another project or any purpose LANDSCAPE IMPROVEMENT PLANS FOR: WILLIAMS.COM whatsoever without expressed and written permission of LandCreativelnc. Ml-5 WOOD SWING 'WEST ASHLEY' 'BURNT WOOD' N.A. LCSWINGBEDS.COM -NO -~050\P( The Ridge at Robertson Ranch CRIB SIZE (28"X52") </y y/>.lll T. ~ ~ A-GRADE CEDAR ~ LAJ7 /9 ' ::;::,. I APPROVED: I 1" ROPE & HANGING Y m1~ 'a (~ \ CT-€::J~\r HARDWARE Z· Z"? -~"" Ml-6 LASER-CUT SCREEN 4' X 6'-8" CUSTOM PATTERN: 'ARABIC N.A. WWW .LIGHTWAYE CONTRACTOR SHALL COORDINATE WITH LIGHTWAVELASTER AND YES PROVIDE PRINTED LAYOUT OF PANEL DESIGN 07-31-28 7 *t/' '"":)Ii~" * PLANNING PANEL GEOMETRIC' LASER.COM LANDSCAPE ARCHITECT WHEN PLACING ORDER FOR LASER-CUT FROM LIGHTWA YE LASER. uWN 1:1Y: /' ? .)ul~ ~'<(° " PROJECT NO. DRAWING NO. WOOD: i' THICK COLOR:(REFER TO PT-4) PANELS. CAD FILES CAN BE SHARED AND THE PANEL DESIGN AND -/1: "" DAlE INITIAL DAlE INITIAL DAlE INITIAL CHKD BY: m 'MARINE GRADE SCALE NEED TO BE REVIEWED AND APPROVED BY LANDSCAPE <' Of CACI"()_ REVISION DESCRIPTION CT 13-03 480-3T PLYWOOD' ARCHITECT PRIOR TO FABRICATION. DESIGNER OF WORK OlHER APPROVAL CITY APPROVAL RVWD IIY: L.\ 1.0 Proiects\2015\LCI 15008 Toll Bros-R Ranch -Rtdge Models\05 CD Const. Docs\05.02 CD Sheets\LCI . 15008 -LC3.01 Const.Specs & Notes.dwg I OWNER'S RESPONSIBILITY l. CONSTRUCTION RESPONSIBILITIES: THE OWNER WILL BE DIRECTLY RESPONSIBLE FOR ALL ASPECTS OF CONSTRUCTION INCLUDING ALL CONSTRUCTION INSPECTIONS. ALL FIELD MEETINGS AND SITE OBSERVATION REQUESTS SHALL BE INITIATED BY THE CONTRACTOR AND COORDINATED THROUGH THE OWNER TO THE LANDSCAPE ARCHITECT. THE LANDSCAPE ARCHITECT WILL BE IN A SUPPORT OBSERVATION ROLE TO THE OWNER PROVIDING INTERPREl"IVE ADVICE ONLY IN ACCORDANCE WITH THE OBSERVATION SCHEDULE AS NOTED. 2. THE OWNER WILL BE RESPONSIBLE FOR DETERMINING PROPERTY LINES, RIGHT-OF-WAYS, TRACT BOUNDARIES, GRADES, EASEMENTS, UTILITY LOCATIONS (ABOVE AND BELOW GRADE) ANY OTHER LEGAL OR PHYSICAL ELEMENTS, AS REQUIRED, FOR THE SUCCESSFUL COMPLETION OF THE WORK. CONTRACTOR WILL NOT BE PERMITTED TO PROCEED WITH ANY WORK WITHOUT DETERMINATION OF THE ABOVE INFORMATION. I 3. ANY DISCREPANCIES IN SITE CONDITIONS, DRAWINGS OR SPECIFICATIONS WILL BE BROUGHT TO THE ATTENTION OF THE OWNER AND LANDSCAPE ARCHITECT IMMEDIATELY. IT IS THE OWNER'S RESPONSIBILITY TO CONSULT WITH THE LANDSCAPE ARCHITECT PRIOR TO ANY FURTHER WORK IN THAT ARCA. ANY UNI-H:PORlt:D DISCREPANCY AND CONTINUt:D WORK WITHOUT WRITTEN AUTHORIZATION FROM THE OWNER AND LANDSCAPE ARCHITECT WILL BE AT THE CONTRACTOR'S RISK AND EXPENSE. 4. ALL QUESTIONS RELATING TO INfERPRETATION OF THE DRAWINGS AND SPECIFICATIONS, QUALITY OF WORK AND ACCEPTABLE FULFILLMENT OF INTENT OF THE CONTRACT DOCUMENTS WILL BE DECIDED BY THE OWNER AND LANDSCAPE ARCHITECT CONCURRENTLY. 5. THE OWNER IS RESPONSIBLE FOR TO PROVIDE A GEOTECHNICAL / STRUCTURAL SOIL REPORT FOR THE PROJECT. COPIES WILL BE MADE AVAILABLE AS REQUESTED. 6. UNLESS OTHERWISE NOTED ON THE PLANS OR DETAILS AS A CONTRACTOR OR SUB-CONTRACTOR'S RESPONSIBILITY, THE OWNER WILL BE RESPONSIBLE TO PROVIDE STRUCTURAL ENGINEERING AS REQUIRED FOR THE PROJECT. I LANDSCAPE ARCHITECT'S REQ'D. FIELD OBSERVATION WORK I l. THESE LANDSCAPE ARCHITECTURAL CONSTRUCTION DOCUMENTS WERE PREPARED FOR THE OWNER WITH THE UNDERSTANDING THAT THE OWNER WILL USE LANDCREATIVE,INC. TO PROVIDE "FULL' CONTRACT SERVICES INCLUDING CONSTRUCTION OBSERVATION. FAILURE TO USE LANDCREATIVE,INC. TO COMPLETE THE CONSTRUCTION OBSERVATION SERVICES SET FORTH HEREIN WILL SIGNIFICANTLY INCREASE THE RISK OF LOSS RESULTING, FROM MISINTERPRETATION OF THE DESIGN INTENT. UNAUTHORIZED MODIFICATIONS, AND FAILURE TO DETECT ERRORS AND OMISSIONS IN THE PLANS AND SPECIFICATIONS BEFORE THEY BECOME COSTLY MISTAKES. IN THE EVENT THAT LANDCREATIVE,INC. DOES NOT COMPLETE THE FIELD OBSERVATION SERVICES AS DESCRIBED HEREIN, THE OWNER, OR SUBSEQUENT OWNER (INDIVIDUALS OR CORPORATIONS WHO HAVE PURCHASED THESE PLANS WITH THE PROJECT), AGREES TO HOLD HARMLESS, INDEMNIFY, AND DEFEND LANDCREATIVE,INC. FROM AND AGAINST ANY AND ALL CLAIMS. I CONTRACTOR'S RESPONSIBILITIES I 1. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR, TRANSPORTATION, SERVICES, AND EQUIPMENT NECESSARY TO INSTALL LANDSCAPE CONSTRUCTION ITEMS AS SHOWN ON THE DRAWINGS AND AS SPECIFIED HEREIN. 2. ALL CONSTRUCTION WORK WILL CONFORM WORK; TO REQUIREMENTS OF LATEST ADOPTED EDITION OF UNIFORM BUILDING CODE AND OTHER APPLICABLE LOCAL AND STATE CODES, ORDINANCES AND REGULATIONS. 3. ALL FEDERAL, STATE, AND LOCAL LAWS AND REGULATIONS GOVERNING THIS WORK ARE HEREBY INCORPORATED INTO AND MADE PART OF THESE PLANS. WHEN THESE PLANS CALL FOR CERTAIN MATERIALS, WORKMANSHIP OR A LEVEL OF CONSTRUCTION THAT EXCEEDS THE LEVEL OF FEDERAL, STATE, OR LOCAL REQUIREMENTS, THE PROVISIONS OF THESE PLANS WILL TAKE PRECEDENCE. 4. REFER TO CITY AND COUNTY STANDARDS FOR STANDARD PLANS AND SPECIFICATIONS WHERE APPLICABLE. 5. ALL WORK SHALL BE PERFORMED BY A CALIFORNIA LICENSED CONTRACTOR. 6. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN AND PAY FOR ANY AND ALL PERMITS, FEES, BONDS AND OBSERVATIONS NECESSARY TO PERFORM AND COMPLETE HIS PORTION OF THE WORK. 7. THE CONTRACTOR SHALL BE REQUIRED TO CARRY ALL WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE AS REQUIRED BY ALL APPLICABLE CODES. REGULATIONS AND BY THE OWNER. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING OTHER CONTRACTOR'S WORK TO PROPERLY EXECUTE CONTRACTOR'S WORK. 9. THE CONTRACTOR SHALL BE RESPONSIBLE TO CONSULT WITH SITE SUPERINTENDENT, APPROPRIATE AGENCIES, AND DRAWINGS FOR THE PURPOSE OF VERIFYING LOCATIONS OF UNDERGROUND UTILITIES, PIPES AND STRUCTURES. HE SHALL TAKE SOLE RESPONSIBILITY FOR COSTS INCURRED DUE TO DAMAGE OF SAID UTILITIES IF PROPER VERIFICATION BY CONTRACTOR WAS NOT PERFORMED. IF ANY UNDERGROUND CONSTRUCTION OR UTILITY LINES ARE ENCOUNTERED BY THE CONTRACTOR IN ANY EXCAVATION THE OWNER AND LANDSCAPE ARCHITECT WILL BE NOTIFIED TO RESOLVE THE CONFLICT. 10. THE CONTRACTOR SHALL REPLACE OR REPAIR ANY EXISTING MATERIALS THAT ARE DAMAGED BY CONTRACTOR DURING CONSTRUCTION OPERATIONS. 11. THE CONTRACTOR SHALL BE LIABLE FOR DAMAGE TO ANY UTILITIES, CONSTRUCTION, IRRIGATION AND PLANTING ELEMENTS, EXISTING OR NEW, MARKED OR UNMARKED, AND SHALL REPAIR OR REPLACE ANY DAMAGED IMPROVEMENTS IN A MANNER ACCEPTABLE TO THE OWNER. 12. PRIOR TO COMMENCEMENT OF WORK, THE CONTRACTOR SHALL VERIFY, AT THE JOB SITE, ALL CONDITIONS AND DIMENSIONS SHOWN ON THE PLANS AFFECTING THE INTENDED DESIGN OF THE LANDSCAPE CONSTRUCT/ON WORK. ANY DISCREPANCIES SHALL BE REPORTED IMMEDIATELY TO THE OWNER AND LANDSCAPE ARCHITECT FOR RESOLUTION. 13. THE CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION OPERATIONS WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN PROCESS. HE SHALL BRING SUCH CONDITIONS IMMEDIATELY TO ATTENTION OF OWNER'S AUTHORIZED REPRESENTATIVE FOR RESOLUTION. CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR COSTS INCURRED AND REQUl~ED MODIIICATIONS DUE TO LACK or PROVIDING SUCH NOTIFICATION. 14. IF CONFLICTS ARISE BETWEEN ACTUAL SIZE AND LAYOUT OF ANY CONSTRUCTION ELEMENT ON-SITE AND THOSE INDICATED ON DRAWINGS, THE CONTRACTOR SHALL CONTACT OWNER'S AUTHORIZED REPRESENTATIVE FOR RESOLUTION. FAILURE TO MAKE SUCH CONFLICTS KNOWN TO OWNER'S AUTHORIZED REPRESENTATIVE IN A TIMELY FASHION MAY RESULT IN CONTRACTOR'S RESPONSIBILITY TO REMOVE AND REINSTALL ITEMS BUILT INCORRECTLY OR AT WORST CASE, BECOME UNABLE TO CHARGE OWNER FOR ITEMS BUILT INCORRECTLY. 15. THE CONTRACTOR SHALL VERIFY PROPERTY AND LIMIT OF WORK LINES PRIOR TO COMMENCING WORK. 16. PRIOR TO INSTALLATION, THE CONTRACTOR WILL LOCATE BY STAKES, OR OTHER MEANS, ALL CONSTRUCTION ELEMENTS AS DELINEATED ON THE PLANS FOR REVIEW AND APPROVAL BY THE OWNER AND LANDSCAPE ARCHITECT. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ENCROACHMENT ONTO ADJACENT PROPERTY, RIGHT-OF-WAYS, EASEMENTS. SETBACKS OR ANY OTHER I F:GAL PROPF:RTY RESTRICTION FITHFR MARKFr:J OR UNMARKED. 18. DIMEl'lSIONS INDICATED ON DRAWINGS ARE TAKEN FROM OUTSIDE FACE OF WALLS, PAYING, CURBS, ETC. UNLESS INDICATED OTHERWISE ON DRAWINGS. 19. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALING OF DRAWINGS. 20. THE CONTRACTOR SHALL ENSURE THAT DRAIN LINES, IRRIGATION LATERAL AND MAINLINES, ELECTRICAL CONDUIT, SLEEVES, ETC., ARE IN PLACE PRIOR TO INSTALLATION OF PAVING, CURBS AND WALLS. VERIFY CONSTRUCTION PHASING AND SEQUENCING WITH GENERAL CONTRACTOR AND OR OWNER'S REPRESENTATION. 21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FINISH GRADE & DRAINAGE OF ALL CONSTRUCTION ELEMENTS AT SPECIFIED GRADIENT PER CIVIL ENGINEER. 22. THE CONTRACTOR SHALL ENSURE THAT CURVED EDGES OF PAVING, WALLS, CURBS AND OTHER ELEMENTS HAVE SMOOTH AND CONTINUOUS CURVES. 23. THE CONTRACTOR SHALL INSTALL FELT EXPANSION JOINTS PER DETAIL AT LOCATIONS WHERE PAVING ABUTS BUILDING WALLS, COLUMNS, STEPS, LANDSCAPE WALLS AND OTHER FIXED VERTICAL SURFACES. 24. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IN SUFFICIENT TIME TO PERFORM A SPECIFIED SITE OBSERVATION TASK. INSUFFICIENT NOTIFICATION OF TIME GIVEN TO THE LANDSCAPE ARCHITECT MAY REQUIRE THE SITE VISIT TO BE CANCELED, OR POSSIBLY, MAKE CONTRACTOR RESPONSIBLE TO COMPENSATE THE LANDSCAPE ARCHITECT FOR OVERTIME. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE LANDSCAPE ARCHITECT FORTY-EIGHT (48) HOURS IN ADVANCE TO SCHEDULE THE FOLLOWING SITE VISITS: a. A CONTRACTOR PRE-CONSTRUCTION "KICK-OFF" MEETING b. PROGRESS VISJTS-PERIODIC SITE REVIEWS SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT DURING CONSTRUCTION OPERATIONS TO VERIFY CONFORMANCE TO PLANS AND SPECIFICATIONS. c. CONSTRUCTION STAKING AND LAYOUT-TO VERIFY PROPER LAYOUT AND LOCATIONS FOR ALL CONSTRUCTION ELEMENTS. d. ROUGH CONSTRUCTION PROGRESS-TO REVIEW WORKMANSHIP AND CONSTRUCTION TECHNIQUES PRIOR TO COMPLETION OF CONSTRUCTION ELEMENTS. e. FINAL WALK-THROUGH/PROJECT SUBSTANTIAL CONFORMANCE-THE OWNER AND LANDSCAPE ARCHITECT WILL VERIFY ALL WORK UNDER THE CONTRACT FOR COMPLETENESS PRIOR TO ACCEPTANCE OF THE WORK BY THE OWNER. 25. NO SITE VISIT WILL BE SCHEDULED PRIOR TO COMPLETION OF ALL PREVIOUS PUNCH LIST ITEMS, UNLESS COMPLIANCE HAS BEEN WAIVED BY THE OWNER AND LANDSCAPE ARCHITECT. FAILURE TO ACCOMPLISH THE TIMELY EXECUTION OF PREVIOUS PUNCH LIST ITEMS AND PREPARING ADEQUATELY FOR THE NEXT SITE VISIT WILL MAKE THE CONTRACTOR POTENTIALLY LIABLE FOR REIMBURSING THE LANDSCAPE ARCHITECT FOR HIS LABOR AND REIMBURSABLE EXPENSES. NO FURTHER SITE VISITS WILL BE MADE UNTIL OUTSTANDING CHARGES HAYE BEEN PAID TO THE LANDSCAPE ARCHJTECT BY THE CONTRACTOR. 26. THE CONTRACTOR WILL BE RESPONSIBLE AND LIABLE FOR ANY LOSS TO EQUIPMENT, PARTS AND MATERIALS ON THIS PROJECT UNTIL COMPLETION AND ACCEPTANCE OF THE JOB IN WRITING FROM THE OWNER. 27. THE CONTRACTOR SHALL GUARANTEE ALL WORK AS TO MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FOLLOWING THE DATE OF FINAL ACCEPTANCE OF PROJECT. THE CONTRACTOR WILL PROVIDE A WRITTEN GUARANTEE ON HIS LETTERHEAD AT THE FINAL INSPECTION. 28. THE CONTRACTOR SHALL PROVIDE A WRITTEN CERflFICATION THAT THE CONSTRUCTION WORK IS INSTALLED IN FULL COMPLIANCE WITH THE CONTRACT DOCUMENTS. ANY APPROVED SUBSTITUTIONS OR DEVIATIONS FROM THE PLANS OR SPECIFICATIONS WILL BE NOTED. THIS CERTIFICATION WILL BE ON THE CONTRACTOR'S LETTERHEAD WITH HIS SIGNATURE AND CALIFORNJA CONTRACTOR'S LICENSE NUMBER. L.\ l .0 ProJects\2015\LCI 15008 Toll Bros-R Ranch -Ridge Models\05 CD Const. Docs\05.02 CD Sheets\LCI . 15008 -LC3.02 Const.Specs & Notes.dwg I CONCRETE AND MASONRY NOTES l. THE CONTRACTOR SHALL NOTIFY THE OWNER AND LANDSCAPE ARCHITECT OF ANY DISCREPANCIES BETWEEN THE PLANS, DETAILS AND NOTES. 2. THE CONCRETE CONTRACTOR SHALL BE A C-8 CALIFORNIA LICENSED CONCRETE CONTRACTOR. THE MASONRY CONTRACTOR SHALL BE A C-29 CALIFORNIA LICENSED MASONRY CONTRACTOR. 3. ALL CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO THE CURRENT EDITION OF THE CALIFORNIA BUILDING CODE. 4. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN A COPY OF AND REVIEW THE STRUCTURAL AND GEOTECHNICAL SOILS REPORT FOR THE PROJECT. REQUIREMENTS OF THE REPORT THAT ARE MORE STRINGENT SHALL SUPERCEDE THOSE NOTED BELOW. 5. ALL EXISTING FILL SOIL AND DISTURBED NATIVE SOILS ARE TO BE EXCAVATED AND REPLACED WITH PROPERLY COMPACTED FILL PER THE STRUCTURAL SOILS REPORT. ALL FILLING, BACKFILLING, RECOMPACTION, ETC. IS TO BE ACCOMPLISHED ONLY UNDER THE SUPERVISION OF AND CERTIFIED BY A SOILS t:NGINl::1::R. 6. ALL PIPE SLEEVING FOR DRAINAGE, IRRIGATION AND ELECTRICAL SERVICE, BENEATH OR EMBEDDED IN CONCRETE OR MASONRY WALLS SHALL BE COORDINATED WITH THE APPROPRIATE SUBCONTRACTORS THROUGH THE OWNER AND APPROVED BY THE OWNER. 7. AGGREGATES FOR CONCRETE SHALL BE NATURAL SAND AND ROCK CONFORMING TO ASTM C33. 8. AGGREGATES FOR MORTAR AND GROUT SHALL BE NATURAL SAND AND ROCK CONFORMING TO ASTM C-144 AND C-404. 9. CEMENT SHALL BE PORTLAND CEMEN f CONFORM!NG 10 ASfM LOW ALKALI CEMENT. C-150. TYPE fl. 10. PRIOR TO PREPARING FINAL MOCK UP THE CONTRACTOR SHALL SUBMIT A 2' X 2'. COLORED AND FINISHED SAMPLE FOR OWNER AND LANDSCAPE ARCHITECT REVIEW AND APPROVAL. 11. THE CONCRETE CONTRACTOR SHALL FURNISH ONE MOCK UP OF EACH TYPE OF CONCRETE FINISH AND COLOR SPECIFIED IN THE DRAWINGS. MOCK UPS ARE TO CONTAIN ALL PROPOSED JOINTING. LOCATE THE MOCK UPS IN A SAFE AND CONVENIENT LOCATION. APPROVED MOCK UPS SHALL BE MAINTAINED AS STANDARDS FOR FINISHES IN LATER CONCRETE WORK. 12. ALL CONCRETE BLOCK SHALL CONFORM TO ASTM C-90. GRADEN. MASONRY WILL BE LIGHTWEIGHT UNIT FM. 1500 PSI. 13. MORTAR SHALL BE ASTM C 270. TYPES. 14. ALL Cl::MENT. AGGREGATE. REINFORCING STEEL. STRUCTURAL STEEL. ETC. SHALL BE FROM TESTED STOCK. COPIES OF TEST REPORTS WILL BE FURNISHED TO THE OWNER UPON REQUEST 15. ALL CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS .. ALL CONCRETE SHALL BE TYPE 11 LOW ALKALI CEMENT INCLUDE OF "MIGHTY-MONO" FIBER BY FORT A CORP. (WWW.FORTACORP.COM) PER CU.YD. CONC .. IN ALL FLATWORK. 16. LAP ALL BARS IN CONCRETE A MINIMUM OF THIRTY SIX (36). TIMES THE DIAMETER OF THE REINFORCING BAR (2'-6. MINIMUM). AT ALL SPLICES. LAP ALL BARS IN MASONRY A MINIMUM OF FORTY (40). TIMES THE DIAMETER OF THE REINFORCING BAR [2'-6. MINIMUM). AT ALL SPLICES. UNLESS NOTED OTHERWISE. SPLICES OF HORIZONTAL REBAR IN WALLS AND FOOTINGS WILL BE STAGGERED. REINFORCING STEEL SHALL CONFORM TO ASTM A615. GRADE 40. #4 AND SMALLER AND ASTM A6 l 5. GRADE 60. #5 AND LARGER. 17. INSTALL DOWELED CONSTRUCTION JOINTS WHERE DIFFERENT PAVING TYPES ABUT AND WHEN PAVING WORK STOPPAGES OCCUR. 18. DOWELS FOR WALLS SHALL BE SAME SIZE AND SPACING AS THE WALL REINFORCEMENT AND SHALL LAP WITH THE REINFORCING BAR AS NOTED ABOVE UNLESS NOTED OTHERWISE. 19. ANCHOR BOLTS. DOWELS. INSERTS. ETC. SHALL BE SECURELY TIED IN PLACE PRIOR TO THE POURING OF ANY CONCRETE OR GROUT. ALL EXPOSED STEEL SHALL BE HOT DIPPED GALVANIZED. 20. WELDING OF REINFORCING STEEL WILL CONFORM TO AWS 012-1 USING PROPER LOW HYDROGEN ELECTRODES. 21. THE FOLLOWING MINIMUM CLEAR DISTANCES BETWEEN REINFORCING STEEL AND FACE OF CONCRETE SHALL BE MAINTAINED UNLESS NOTED OTHERWISE: CENTER OF SLAB FOR SLABS ON EARTH. 2" FOR CONCRETE BELOW GRADE, FORMED. 3" FOR CONCRETE BELOW GRADE, UNFORMED. 22. ALL MASONRY SHALL BF RFINFORCED GROlJTFD SOLID MASONRY UNLESS NOTED OTHFRWISF. GROUT SOI ID ALL CFI IS WHIC:H CONTAIN REBAR. BOLTS. ETC. GROUT SOLID ALL CELLS BELOW GRADE. ALL REINFORCEMENT. BOLTS. ETC. IN MASONRY SHALL HAVE A MINIMUM GROUT COVERAGE OF 3/4". 23. CONTINUOUS INSPECTION WILL BE PROVIDED THE OWNER BY A TESTING LABORATORY FOR ALL FIELD WELDING, CONCRETE WITH SPECIFIED COMPRESSIVE STRENGTH OF 2,500 PSI OR GREATER AND CAISSONS. MASONRY WJLL HAVE CONTINUOUS INSPECTION WHERE NOTES ARE CALLED FOR IN DRAWINGS. 24. FOOTINGS WILL BE OF THE SIZE AND TYPE AS INDICATED ON THE STRUCTURAL DRAWINGS. 25. MASONRY CONTRACTOR SHALL BE RESPONSIBLE FOR BACKFILLING AROUND ALL WALLS TO GRADES PER GRADING PLAN. BACKFILL AND GRADING SHALL INCLUDE INSTALLATION OF DRAINAGE SWALES AND PERFORATED DRAIN LINES BEHIND RETAINING WALLS. CONTRACTOR SHALL INSTALL WATERPROOFING AT ANY WALL WHERE EXPOSED FACE/ FINISH OF WALL FALLS BELOW FINISH GRADE BEHIND THE WALL. BACK FILL MATERIAL USED BEHIND RETAINING WALLS SHALL COMPLY WITH REQUIREMENTS OF GEOTECHNICAL / STRUCTURAL SOILS REPORT AND INSTALLED ACCORDINGLY. ALL RETAINING WALLS SHALL BE ADEQUATELY SHORED BY THE CONTRACTOR DURING THE BACKFILL OPERATION. 26. PRECISION BLOCK WALLS AS NOTED ON THE PLANS AND DETAILS TO BE PLASTER FINISH SHALL RECEIVE A BROWN COAT (3/8. THICK MIN.) APPLIED AS NOTED: PORTLAND CEMENT: l PART HYDRATED LIME: 1/4 PART SAND 16/20: 4 PARTS ANTI-SHRINKAGE AGENT: 3 OZ. BY WEIGHT PER SACK FOLLOW BROWN COAT WITH COLOR FINISH COAT -l/8"THICK MIN. PORTLAND CEMENT PLASTER -MIX WITH WATER PER MANUFACTURER'S INSTRUCTIONS EXCEPT ADD ONE PART ADMIXTURE EMULSION TO THREE PARTS OF WATER FOR ALL EXTERIOR PLASTER APPLIED TO THE WALLS. 27. ALL PLASTER FINJSHES AND COLORS WILL MATCH REFERENCED ARCHITECTURE OR AS DIRECTED BY LANDSCAPE ARCHITECT. APPLY A SAMPLE AREA FINISH PLASTER COAT OF 4. X 4. FOR LANDSCAPE ARCHITECT REVIEW AND APPROVAL PRIOR TO PROCEEDING WITH BALANCE OF PLASTER WORK. PLASTER TEXTURES. TO MATCH FINISH ON BUILDINGS IN APPEARANCE AND COLOR. VERIFY WITH LANDSCAPE ARCHITECT FOR PLASTER COLOR AND FINISH. 28. APPLY NON-YELLOWING WATER SEALER TO ALL PLASTER SURFACES AS APPROVED BY THE LANDSCAPE ARCHITECT. 29. CONCRETE COLORS AND FINISHES SHALL BE PER CONSTRUCTION PLANS AND CONSTRUCTION MATERIALS SCHEDULE. 30. ALL CONCRETE FLATWORK SHALL BE A MINIMUM OF 4" THICK. REINFORCING, SUB-BASE AND SUBGRADE SHALL BE PER STRUCTURAL SOILS REPORT AND OR STRUCTURAL ENGINEER. 31. ALL CONCRETE FLATWORK WILL SLOPE TO DRAIN AT A MINIMUM OF 1%. 32. ALL NEW CONCRETE SHALL MEET AND MATCH EXISTING CONCRETE. ENGINEER'S OR ARCHITECT'S WALKS. DRIVEWAYS. CONCRETE DECKS AND PADS. AND TOPS OF CURBS. ETC. FLUSH. 33. EXP/\NSION JOINT SPACING IN CONCRETE WALKS OCCURS AT /\LL CHANGES IN DIRECTION AND WILL NOT EXCEED A MAXIMUM SPACING OF 20'. ON CENTER. EXPANSION JOINT MATERIAL WILL BE AS APPROVED BY THE LANDSCAPE ARCHITECT. 34. MASONRY CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXCAVATION NECESSARY FOR THE EXECUTION OF MASONRY WORK AND FOR BACKFILL AS NOTED ABOVE. EXCESS SOIL SHALL BE DISPOSED OF BY THE CONTRACTOR LEGALLY OFF SITE. 35. CONCRETE DELIVERY: USE OF CONCRETE LOADS EXCEEDING 90 MINUTES FROM TIME OF INITIAL MIXING AT THE BATCH PLANT MUST BE APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE. 36. THE CONCRETE CONTRACTOR SHALL ENSURE THAT BATCH PLANT GUARANTEES A SINGLE SOURCE CONSISTENT SUPPLY FOR ALL CEMENT, SAND, AND AGGREGATE REQUIRED OR THE ENTIRE PROJECT. 37. SLIP DOWELS ST CONSTRUCTION AND EXPANSION JOINTS: INSTALL "SPEED DOWELS" IBY GREENSTREAK) OR "DIAMOND DOWELS" (BY Pl-IA CONSTRUCTION TECHNOLOGIES) OR APPROVED EQUIVALENT PRODUCT AT ALL CONSTRUCTION JOINTS OR EXPANSION JOINTS. SLIP DOWELS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND DETAILS. SPACING OF SLIP DOWELS SHALL MATCH SPACING OF REINFORCING IN SLAB BUT SHALL NOT EXCEED 24" ON CENTER. 38. PREPARE SUBGRADE FOR ALL CONCRETE FLATWORK AND MASONRY WALLS AS SPECIFIED IN THE STRUCTURAL SOILS REPORT INCLUDING BUT NOT LIMITED TO MOISTURE CONTENT AND COMPACTION. SUB-GRADE SHALL BE COMPACTED TO A MINIMUM OF 95%. INSTALL BASE MATERIAL UNDER SLABS AND FOOTINGS AS REQUIRED BY SOILS REPORT. 39. ALL CONCRETE FLATWORK WITH NATURAL GRAY COLOR OR INTEGRAL COLOR SHALL BE SEALED WITH A PENETRATING, MATTE FINISH SEALER THAT WILL NOT ALTER THE COLOR AND TEXTURE/ FINISH OF THE CONCRETE. INSTALL L.M. SCOFIELD "CURE SEAL" (OR APPROV[D [QUIVALENT) PER MANUFACTURER'S SPECIFICATIONS (TECH-DATA BULLETIN B-204.0l) 40. ALL CONCRETE FLATWORK WITH SURFACE APPLIED COLOR AND TEXTURE SHALL BE SEALED WITH A PENETRATING CONCRETE SEALER COMPATIBLE WITH THE COLOR PRODUCT. THE SEALER SHALL ENHANCE THE COLOR AND FINISH OF THE CONCRETE. SUBMIT PRODUCT LITERATURE AND TECHNICAL DATA TO LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL. APPLY SEALER PER MANUFACTURER'S RECOMMENDATIONS. 41. CONTRACTOR SHALL INSTALL CAULKING IN ALL EXPANSION JOINTS IN CONCRETE PAVING AS SHOWN ON THE PLANS, IN THE DETAILS AND OR SPECIFIED HEREIN. CAULKING SHALL BE L.M. SCOFIELD LITHOSEAL TRAFFICALK -3G (OR APPROVED EQUIVALENT), INSTALLED PER MANUFACTURER'S SPECIFICATIONS. COLOR OF CAULKING SHALL MATCH COLOR OF PAVING. I ORNAMENTAL STEEL l. ALL ORNAMENTAL STEEL FENCING, HANDRAILS, GUARDRAILS AND OTHER COMPONENTS SHOWN ON THE PLANS AND IN THE DETAILS ARE INTENDED TO COMPLY WITH STATE AND LOCAL CODES. ANY CONDITIONS THAT DO NOT COMPLY SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER AND LANDSCAPE ARCHITECT PRIOR TO ANY FABRICATION OR INSTALLATION. 2. ORNAMENTAL STEEL CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AT THE SITE PRIOR TO PREPARATAION OF SHOP DRAWINGS OR FABRICATION OF COMPONENTS. THE CONTRACTOR SHALL NOTIFY THE OWNER AND LANDSCAPE ARCHITECT OF DISCREPANCIES BETWEEN THE PLANS, DETAILS, NOTES AND FIELD CONDITIONS. 3. ORNAMENTAL SfEEL CONTRACTOR SHALL PREPARE SHOP DRAWINGS AND STRUCTURAL CALCULATIONS & DETAILS FOR ALL ORNAMENTAL STEEL WORK. DRAWINGS SHALL BE SUBMITTED TO THE OWNER AND LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL. 4. ALL WELDED CONNECTIONS SHALL BE 1/8" FILLET WELDS CONTINUOUS, ALL AROUND AT ALL JOINTS AND CONNECTIONS. GRIND SMOOTH 360 DEGREES. 5. ALL ORNAMENTAL STEEL WORK SHALL BE "THERMAL SPRAY METALIZED" (PREPARED METAL PER METALIZING SPECIFICATIONS), PAINTED WITH ONE (l) COAT OF PAINT PRIMER AND ONE (1) TOP COAT OF COLOR PAINT. PAINT COLOR SHALL BE AS SPECIFIED IN THE MATERIAL SCHEDULE. SUBMIT COLOR SAMPLES FOR REVIEW AND APPROVAL. AFTER INSTALLATION, CLEAN OFF ALL RUST, SCALE, OIL; CLEAN FIELD WELDS, ATTACHMENTS AND ABRADED AREAS. TOUCH-UP ALL AREAS WITH PRIMER AND PAINT AS PREVIOUSLY NOTED. 6. ORNAMENTAL STEEL CONTRACTOR SHALL SUBMIT CATALOGUE CUT SHEETS OF ALL COMPONENTS USED ON ORNAMENTAL STEEL WORK. COMPONENTS SHALL BE INSTALLED PER MANUFACTURER'S DETAILS. 7. ORNAMENTAL STEEL CONTRACTOR SHALL PREPARE A MOCK UP OF EACH ELEMENT FOR REVIEW AND APPROVAL. THE MOCK UP SHALL BE PAINTED AS SPECIFIED ABOVE. 8. ALL WORK SHALL BE INSTALLED PLUMB, STRAIGHT, TRUE AND ACCURATE. INSTALLATION SHALL BE FREE OF DEFECTS THAT IMPAIR STRENGTH, DURABILITY OR APPEAR/\NCE OF ORNAMENTAL STEEL. 9. PROTECT ALL DISSIMILAR METALS FROM GALVANIC CORROSION WITH PRESSURE TAPES, COATINGS OR ISOLATORS. SUBMIT ll'!FORMATION ON METHOD OF PROTECTION TO LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL. 10. THE ORNAMENTAL STEEL CONTRACTOR WILL BE A C-23 CALIFORNIA LICENSED CONTRACTOR. 11. ALL STEEL TUBING WJLL BE ASTM 500 GRADE B, OR ASTM A50l SEAMLESS. 12. ALL FENCING, HANDRAILS AND GUARDRAILS AS SHOWN ON THE PLANS AND DETAILS IS INTENDED TO MEET THE MINIMUM STATE AND LOCAL CODES. ANY CONDITIONS THAT DO NOT CONFORM SHALL BE BROUGHT TO THE OWNER'S AND LANDSCAPE ARCHITECT'S ATTENTION PRIOR TO FABRICATION AND INSTALLATION. I I PRE-CAST CONCRETE ELEMENTS I l. PRE-CAST SUPPLIER SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AT THE SITE PRIOR TO PREPARATION OF SHOP DRAWINGS OR FABRICATION OF COMPONENTS. 2. PRE-CAST SUPPLIER SHALL PREPARE SHOP DRAWINGS AND DETAILS FOR ALL PRE-CAST ELEMENTS INCLUDING METHOD OF ATTACHMENT. DRAWINGS SHALL BE SUBMITTED TO THE OWNER AND LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL. 3. ALL PRE-CAST ELEMENTS SHALL BE SEALED WITH ONE (1) COAT OF PENETRATING MATTE FINISH SEALER. COLOR SHALL NOT AFFECT COLOR OR TEXTURE OF PRE-CAST ELEMENTS. SUBMIT TECHNICAL INFORMATION / CATALOGUE CUT SHEETS FOR SEALER FOR REVIEW AND APPROVAL. 4. PRE-CAST SUPPLIER SHALL SUBMIT SAMPLES OF PRE-CAST ELEMENTS FOR REVIEW AND APPROVAL OF COLOR, TEXTURE AND QUALITY OF CASTING. FULL SIZE SAMPLES ARE REQUIRED FOR INSTALLATION OF A MOCK-UP; SUPPLIER SHALL COORDINATE WITH THE INSTALLING CONTRACTOR. 5. INSTALLING CONTRACTOR SHALL PROVIDE AND INSTALL FACTORY CAST CORNERS (EG. INSIDE AND OUTSIDE 'l" & 'T'S), ENDS AND OTHER FINISH PIECES AS REQUIRED. 6. PRE-CAST ELEMENTS SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS AND DETAILS. 7. INSTALL PRE-CAST ELEMENTS WITH MINIMUM '11'', MAXIMUM 3/8" WIDE GROUT JOINTS. GROUT SHALL BE SANDED GROUT (CUSTOM BUILDING PRODUCTS "POI YBLEND" OR APPROVED FQUIVALENT), UNLESS NOTFD OTHFRWISE. GROUT COLOR TO MATCH COLOR OF PRE-CAST ELEMENTS. I WOOD AND CARPENTRY NOTES I CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, TOOLS EQUIPMENT TRANSPORTATION AND NECESSARY INCIDENTALS FOR COMPLETION OF ALL CARPENTRY AS SHOWN ON THE DRAWINGS AND DETAILS, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: A. MATERIALS l. WOOD-ROUGH SAWN, RESAWN, SURFACED 4 SIDES WHERE SHOWN ON THE DRAWINGS, STRAIGHT, SOUND, FREE FROM MARKS, PIN HEAD KNOTS, SAP POCKETS, SLIVERS, AND CHECKS. SELECT GRADE OR BETTER WHERE SHOWN ON THE DRAWINGS. 2. DOUGLAS FIR, REDWOOD, WESTERN RED CEDAR OR AS SHOWN ON THE DRAWINGS. 3. POSTS, PLATES AND OTHER AT-GRADE CONNECTIONS TO BE REDWOOD, WESTERN RED CEDAR OR PRESSURE TREATED DOUGLAS FIR AS SHOWN ON THE DRAWINGS. 4. HARDWARE-COLUMN BASES-'SIMPSCN STRONG TIE' OR EQUAL. POST CAPS AND STRAP TIES-'SIMPSON STRONG TIE' OR EQUAL. JOIST HANGERS AND HEAVY ANGLES-'SIMPSON STRONG TIE' OR EQUAL. SCREWS, HINGES, NAILS, BOLTS, AND WASHERS. ALL HARDWARE MATERIAL SHALL BE GALVANIZED. 5. STAIN AND PAlNT-AS SPECIFIED AND SHOWN ON DRAWINGS AND DETAILS. 6. CONCRETE-CLASS A MINIMUM 2,000 PSI AT 28 DAYS. B. ROUGH CARPENTRY 1. SET ALL POSTS, BEAMS, RAILS AND FRAMING PLUMB AND TRUE TO LINE AS SHOWN ON THE DRAWINGS. 2. CONNECTIONS-MAKE ALL CONNECTIONS AS SHOWN ON THE DRAWINGS. SPLICE LUMBER AT POSTS ONLY. UTILIZE ALL NAIL AND/OR BOLT HOLES FOR ALL HARDWARE. 3. EASE ALL TOP EDGES OF EXPOSED LUMBER FOR BENCH TOPS, LOW WALLS, ETC., WHERE SURFACE CONTACT IS PROVIDED. 4. POST BASE-SET POST COLUMN BASE AS SHOWN ON DRAWINGS, PROVIDE MINIMUM l" CLEAR ALL SIDES FROM FINISHED POST BASE TO TOP OF PAVING. C. PAINTING AND STAINING 1. FILL ALL SEAMS AND CRACKS WITH LATEX CAULK AND/OR WOOD DOUGH TO INSURE AN EVEN SURFACE. 2. SAND SMOOTH ALL EXPOSED SURFACES AS SPECIFIED AS S4S. 3. PRIME ALL PAINTED SURFACES WITH ONE COAT PRIMER. 4. PAINT WITH MINIMUM TWO FINISH COATS FOR PAINTED SURFACES. 5. STAN WITH MINIMUM TWO FINISH COATS FOR STAIN SURFACES. D. PROTECTION AND CLEANUP l. PROTECT ALL EXISTING WORK FROM PAINT OVERSPRAY. 2. UPON COMPLETION OF WORK, REMOVE ALL SCRAP WOOD, DEBRIS, MATERIALS AND TOOLS FROM SITE. These documents are the property of LandCreative, Inc. and are not to be copied, reproduced, disposed of, either directly or indirectly, used for another project or any purpose whatsoever without expressed and written permission of LandCreativelnc. I SWIMMING AND SPA POOL NOTES l. THE WORK CALLED OUT FOR THE POOL AND SPA AS SHOWN IS INTENDED TO ILLUSTRATE A COMPLETE SYSTEM OF HIGH QUALITY AND "STATE OF THE ART" EQUIPMENT. POOL CONTRACTOR SHALL INCLUDE IN HIS BID ALL MATERIALS AND EQUIPMENT REQUIRED. ANY RECOMMENDATIONS FROM THE CONTRACTOR WILL BE CONSIDERED BY THE OWNER AND LANDSCAPE ARCHITECT. 2. ALL WORK FOR SWIMMING AND SPA POOLS SHALL BE INSTALLED PER LOCAL CODES AND REGULAl"IONS AND MANUFACTURERS SPEC IFICA TIONS/DET AILS. 3. POOL CONTRACTOR SHALL PROVIDE A LIST OF ALL EQUIPMENT AND PRODUCTS PROPOSED FOR USE IN CONSTRUCTION OF POOL AND SPA TO THE OWNER AND LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL. INFORMATION SHALL INCLUDE CATALOGUE CUT SHEETS, SAMPLES, COLOR CHIPS ETC. 4. FEATURES AND EQUIPMENT FOR THE SWIMMING AND SPA POOLS SHALL INCLUDE BUT NOT BE LIMITED TO; a. STEPS, BENCHES, LADDERS AND HANDRAILS AS CALLED OUT ON THE PLANS, DETAILS AND CONSTRUCTION MATERIALS SCHEDULE. b. SEPARATE RECIRCULATION PUMPS, FILTERS, WATER QUALITY SYSTEM, AUTOMATIC FILL DEVICE, SKIMMERS, CONTROLS, TIMERS AND HEATERS FOR EACH POOL AND SPA. c. UNDERWATER LIGHTS, LOCATIONS AS SHOWN ON THE PLANS & DETAILS, WATTAGES AS REQUIRED BY LOCAL CODES. d. WATERLINE TILE. DEPTH MARKERS, TILE WARNING STRIPS AT STEPS AND BENCHES, SWIM LANE TILE AND DEPTH MARKERS ON THE POOL DECK AS CALLED OUT IN THE CONSTRUCTION MATERIALS SCHEDULE, SHOWN IN THE DETAILS AND AS REQUIRED BY LOCAL CODES. e. AUTOMATIC TIMER SHUT-OFF SWITCH AND EMERGENCY SHUT-OFF SWITCH FOR SPA POOL AT LOCATION SHOWN ON THE CONSTRUCTION PLAN AND AS DETAILED. f. SAFETY EQUIPMENT AND SIGNAGE AS REQUIRED BY LOCAL CODES. COORDINATE LOCATION AND INSTALLATION OF EQUIPMENT WITH OWNER AND AT LOCAT!ONS NOTED ON PLAN. g. ADA LIFT DEVICE-ON DEVICE FOR EACH POOL AREA. COORDINATE WITH OWNER REGARDING ANY SPECIAL REQUIREMENTS FOR DEVICE INCLUDING PROPER LOCATION FOR STORAGE OF EQUIPMENT. h. COORDINATE THE DESIGN, DETAILING AND LOCATION OF POOL AND SPA SIGNS WITH OWNER AND GRAPHIC DESIGNER AND AS SHOWN ON THE CONSTRUCTION PLANS AND DETAILS. i. COMPLETE TURN-OVER PACKAGE INCLUDING BUT NOT LIMITED TO OPERATION AND MAINTENANCE MANUALS, FINAL LIST OF EQUIPMENT AND PRODUCTS, PRODUCT LITERATURE, LIST OF SUB-CONTRACTORS INVOLVED WITH CONSTRUCTION OF POOLS AND SPAS AND AS-BUILT PLANS. j. INSTALL JETS IN SPA AT LOCATIONS SHOWN ON PLAN; INCLUDING SEPARATE BOOSTER PUMP, BLOWER AND CONTROLS 5. CONTRACTOR SHALL BE REQUIRED TO COORDINATE WITH THE OWNER, GENERAL CONTRACTOR AND SUB-CONTRACTORS REGARDING REQUIREMENTS FOR AND CONNECTION TO UTILITIES REQUIRED FOR THE POOLS AND SPAS (IE. WATER SUPPLY, NATURAL GAS, ELECTRIC POWER, STORM DRAJN AND SANITARY SEWER). 6. REFER TO CONSTRUCTION MATERIALS SCHEDULE SHEET LCN-01 FOR INFORMATION ON COLORS, MATERIALS AND FINISHES OF VARIOUS ELEMENTS FOR POOLS AND SPAS. 7. POOL CONTRACTOR SHALL PREPARE SHOP DRAWINGS AND STRUCTURAL CALCULATIONS & DETAILS FOR THE POOL AND SPA INCLUDING DRAWINGS, DETAILS AND CALCULATIONS FOR THE MECHANICAL AND ELECTRICAL SYSTEMS. DRAWINGS SHALL BE SUBMITTED TO THE OWNER AND LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL. CONTRACTOR SHALL SUBMIT PLANS AS REQUIRED BY LOCAL AGENCIES AND GAIN APPROVAL. 8. POOL CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN AND PAY FOR ALL NECESSARY AGENCY APPROVALS AND PERMITS. 9. POOL CONTRACTOR SHALL REVIEW THE PROPOSED LOCATION OF AND COND!TIONS FOR THE POOL EQUIPMENT; ANY COMMENTS OR DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE OWNER AND LANDSCAPE ARCHITECT. HE SHALL ALSO REVIEW CONDITIONS OF THE PROPOSED ROUTING BETWEEN THE EQUIPMENT AND POOL AND SPA. I I FOUNTAIN WATER FEATURE NOTES I l. IT IS THE INTENT OF THESE DRAWINGS TO ILLUSTRATE A COMPLETE WATER FEATURE SYSTEM OF THE HIGHEST QUALITY AND "STATE OF THE ART" EQUIPMENT. ANY RECOMMENDATIONS FROM THE WATER FEATURE CONTRACTOR WILL BE CONSIDERED BY THE OWNER AND LANDSCAPE ARCHITECT. 2. WATER FEATURE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL STRUCTURAL MECHANICAL AND ELECTRICAL DESIGN OF WATER FEATURES AND POOLS AND SHALL PREPARE SHOP DRAWINGS AND LIST OF EQUIPMENT FOR SUBMITTAL TO THE OWNER AND LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL. ALL DESIGN AND EQUIPMENT SHALL BE PER LOCAL CODES AND REGULATIONS. 3. WATER FEATURE CONT ACTOR SHALL BE RESPONSIBLE TO SUBMIT DRAWINGS AS REQUIRED BY LOCAL AGENCIES, GAIN APPROVAL, OBTAIN AND PAY FOR ALL APPROVALS AND PERMITS REQUIRED FOR FOUNTAINS. 4. WATER FEATURE EQUIPMENT SHALL INCLUDE BUT NOT BE LIMITED TO: a. RECIRCULATION PUMPS (WITH SUCTION STRAINERS) AND SEPARATE PUMPS FOR JETS AND EFFECTS. b. MODULAR FILTER. c. OVERFLOW DRAIN. d. AUTOMATIC TIMER FOR PUMPS AND LIGHTS. e. ALL PIPING, VALVING, NOZZLES. f. AUTOMATIC FILL DEVICE/LEVEL CONTROLS. g. LIGHTING AND CONTROLS AS INDICATED ON PLAN. h. TURN-OVER PACKAGE INCLUDING OPERATION AND MAINTENANCE MANUAL, FINAL LIST OF EQUIPMENT, PRODUCT LITERATURE AND AS-BUILT PLANS. 5. THE WATER FEATURE BASIN, SIDE WALLS, SCULPTURAL ELEMENTS, WATER EFFECTS, FINISHES, COPINGS ETCETERA SHALL BE AS SHOWN IN THE CONSTRUCTION PLANS, DETAILS AND CONSTRUCTION MATERIALS SCHEDULE. ALL ENGINEERING, SHOP DRAWINGS AND SUBMITTALS SHALL BE BASED ON THIS INFORMATION. 6. WATER FEATURE CONTRACTOR SHALL REVJEW THE PROPOSED LOCATION OF AND CONDITIONS FOR THE FOUNTAIN EQUIPMENT; ANY COMMENTS OR DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION Of THE OWNER AND LANDSCAPE ARCHITECT. HE SHALL ALSO REVIEW CONDITIONS OF THE PROPOSED ROUTING BETWEEN THE EQUIPMENT AND WATER FEATURES. 7. AT A MINIMUM, THE WATER QUALITY SYSTEM SHALL BE DESIGNED TO MAINTAIN CLEAR, CLEAN WATER AS REQUIRED BY LOCAL CODES FOR A WATER FEATURE OF THIS TYPE. THE SYSTEM SHALL INCLUDE, BUT NOT BE LIMITED TO, FILTERS, RECIRCULATION PUMPS, CHl:::MICAL FEED 01::VICES ADl::QUATELY SIZED FOR THE SIZE AND CONDI I IONS OF WATER FEATURE. IHI:: QUANTITY AND LAYOUT OF FILTER RETURNS AROUND THE WATER FEATURE SHALL BE SUCH THAT ALL "CORNERS" AND AREAS OF BASIN HAVE WATER MOVEMENT. SYSTEM SHALL INCLUDE A MINIMUM OF TWO (2) SUCTION LOCATIONS WITH GRATES; COLOR OF GRATES TO MATCH COLOR OF FINISH ON BOTTOM OF BASIN. 8. FOUNTAIN EFFECTS SHALL BE AS NOTED AND DETAILED ON THE CONSTRUCTION PLANS. PUMPS SHALL BE SIZED TO PROVIDE ADEQUATE VOLUME, G.P.M AND FLOW OF WATER TO EACH EFFECT, OVER WEIRS, TO JETS ETCETERA. SYSTEM SHALL INCLUDE VALVES THAT WILL ALLOW FOR ADJUSTMENT OF WATER FLOW TO EACH ELEMENT. 9. CONTROL PANEL SHALL INCORPORATE CONTROLS FOR PUMPS. LIGHTS AND WATER LEVEL EQUIPMENT INCLUDING TIMERS FOR OPERATION OF PUMPS AND LIGHTS. SHOP DRAWINGS SHALL INCLUDE ALL ELECTRICAL ENGINEERING AS REQUIRED FOR A COMPLETE ELECTRICAL SYSTEM. CONTROL SYSTEM SHALL INCLUDE A WIND CONTROL DEVICE (ANENOMETER) THAT WILL REDUCE OR TURN OFF FLOW TO WATER JETS AND DISPLAYS DURING TIMES OF EXCESSIVE WIND. COORDINATE LOCATION OF ANENOMETER, INCLUDING CONDUITS/CONNECTIONS BETWEEN ANENOMETER AND CONTROL PANEL, WITH OWNER AND LANDSCAPE ARCHITECT. 10. CONTRACTOR SHALL BE REQUIRED TO COORDINATE WITH THE OWNER, GENERAL CONTRACTOR AND SUB-CONTRACTORS REGARDING REQUIREMENTS FOR AND CONNECTION TO UTILITIES REQUIRED FOR THE WATER FEATURES (IE. WATER SUPPLY, ELECTRIC POWER AND STORM DRAIN). I PROJECT CONSULTANT REFERENCE INFORMATION l. BASE SHEET INFORMATION WAS PREPARED BY: HUNSAKER AND ASSOCIATES I 2. THE CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL SOILS REPORT PRIOR TO CONSTRUCTION. CONTRACTOR TO RECORD THE GEOTECHNICAL REPORT: PRELIMINARY GEOTECHNICAL RECOMMENDATIONS FOR DESIGN AND CONSTRUCTION OF PROPOSED MODEL SITE POOLS AND SPAS, HIDDEN CANYON, LOT 244 THROUGH 246 OF CAPRI PROJECT AND LOTS 255 HROUGH 257 OF MARBELLA PROJECT, CITY OF IRVINE, CALIFORNIA. PREPARED BY: NMG GEOTECHNICAL. INC. DATED:JULY 21, 2014, AND ALL SUBSEQUENT ADDENDA LETTERS. THE CONTRACTOR SHALL PERFORM ALL GEOTECHNICAL WORK COMPLYING WITH REPORT AND ADDENDA. GEOTECHN/CAL REPORT AND ADDENDA HEREBY BECOME PART OF THESE CONTRACT DOCUMENTS AND SHALL BE KEPT ON THE JOB SITE AT ALL TIMES. COPIES AVAILABLE FROM OWNER UPON REQUEST. APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE ~37'-'7-'9 __ EXP_l/31/2017 DATE REVIEWED BY: LC3.02 INSPECTOR DATE '" ~ CITY OF CARLSBAD ~ l----+----+-------------------1---+---+----I----I L___'.=--J PLANNING DIVISION ~ f----+--f-----------------1---+---+--+---I ;:;:LANDS:;;:~C~AP~E,;:~ IMYr..RO~VEME~;;:NT~PLAN;;::,:~S;;=;:F;:OR:;;:.==='-'===:::::; The Ridge at Robertson Ranch I APPROVED: /Q, \ 4: j:;:jWiJ:: ~-'Z-?, ti., I ~=====~====:================================:====~~====:====~====:::: ;;;P~LAiNENilNrG~~==iir==~~ffi~if=1n~~fc'~1· OATIS INITIAL iDWN BY: PROJECT NO. DRAWING NO. DESIGNER OF WORK REVISION DESCRIPTION 0:; APP;:; ~~; _;~:: 2t:l ;~; ...J.~lL...;-CT 13-03 480-3T L DRIPLINE SPACING IS DIAGRAMMATIC.~ CONTRACTOR SHALL INSTALL DRIPLINE PER MANUFACTURERS SPECIFICATIONS TO PROVIDE FULL COVERAGE, TYPICAL. !! I I I I I I ··· ....... --1 ... · I I I I I I . I .... "l I I I I I I 2 1" TR/MW ·· 1 11,~~M I ~:1~:;1 ~,. F , 11 '{~~M lr' I . • · · · 91•""·-· -,..-;.-,--;-.,,. """". __ · ' ' i 1. 1··1 ·. : . ~- : I I LOT 103 Plan 1 X-M Cadencia Elev: 'Manor' rl. c F 14"' ") vi , , L·,L I I I © +·he ,✓1· H----+J,l~ I ,,c·············c·. 1 n I LI --r I /:'+ -- .J u /}/ -4 \;/ • \ ' ··-. EDUCATIONAL SIGNAGE SIGN SHALL READ 'THIS MODEL . 1 1/4 r .. ·.·•· ___, HOME USES WATER EFFICIENT I .· LANDSCAPING AND IRRIGATION'. SIGN SHALL BE WHITE WITH . ·.··1 · 1 ········· BLACK CAPITAL LETTERING AT --"------~--::::,,...a::...--'---~-'-'-"-_..;_·_ .. --"""'"----L---'-----'a......,=--------_..+-LEAST TWO INCHES HIGH. PLUMBER TO MAKE 'TEE' CONNECTION FROM DOMESTIC SERVICE LINE FOR LANDSCAPE IRRIGATION MAINLINE WITH SEPARATE SHUTOFF VALVE. K:\lrrigation\lrrigationProjects\Land Creative, lnc\Toll Brothers\ The Ridge Models -Corlsbad\WD\LCI . 15008 -Lll.01 Plan l X Manor -lrrig. Plan.dwg ·········@j····· NELSON COURT ---....i.-, -TURF PARKWAY IRRIGATION PROVIDED BY OTHERS, TYPICAL. IRRIGATION EQUIPMENT SYMBOLS REFER TO LEGEND SHEET Ll3.01 FOR DETAILED INFORMATION (\jj) M 0 © ---- -- WATER METER (POTABLE) ~ REMOTE CONTROL VAL VE GATE/SHUTOFF VALVE ~ REMOTE CONTROL VALVE [LOW VOLUME) PRESSURE REGULATOR [11J TREE DEEP ROOT WATERING, IRRIGATION CONTROLLER TWO [2) PER TREE [MIN.) MANUAL FLUSH VALVE PVC IRRIGATION 8 LATERAL LINE * POT BUBBLER IRRIGATION SLEEVING PVC TREE LATERAL LINE ------ IRRIGATION MAINLINE [POTABLE) ~ SUBSURFACE DRIPLINE [SHRUB) VALVE STATION KEY &STATION-X X -VALVESIZE CONTROLLER ~ PLANT TYPE: -XX/XX -HYDROZONE: SH· SHRUB X HW · HIGH TF • TURF \_. MW. MODERATE TR · TREE . L GC · GROUNDCOVER LW OW GPM PIPE SLEEVING LEGEND PIPE SIZE SLEEVE SIZE 3/4"-1" 1 1/4"-1 1/2" 2" 21/2"-4" 2" SCH 40 PVC 3" SCH 40 PVC 4" SCH 40 PVC 6" SCH 40 PVC PVC PIPE SLEEVING SHALL BE TWICE THE PIPE SIZE, TYPICAL. WIRE SLEEVE SIZING: 2" SCH 40 PVC 4" SCH 40 PVC SLEEVING SHALL EXTEND A MIN. OF ONE (1 ') FOOT PAST HARDSCAPE EDGE, TYPICAL. PIPE SLEEVING KEY ® 6" MAINLINE SLEEVE @ 4" LATERAL LINE SLEEVE © 4" WIRE SLEEVE Q 2LN0. OF SLEEVES REQ.'D [PER CALLOUT) PVC TYPE (SCHEDULE) PER LEGEND ABOVE. PIPE SIZING LEGEND CLASS 200 PVC SIZE GPM (MAX.) 3/4" 7 I " ID I I/ 4" 20 I I /2" 30 2" ----50 SCHEDULE 40 PVC FOR MAINLINE I KEY MAP -------------- P.O.C. SYSTEM 'A' -POTABLE WATER SERVICE WATER INFORMATION: CARLSBAD MUNICIPAL WATER DISTRICT 1635 FARADAY AVENUE CARLSBAD, CA 92008 CONTACT: [760)438-2722 STATIC WATER PRESSURE AT METER: 29 psi (Verify in field) WATER METER SIZE/NO.: 1" (Verify in field) DESIGN WATER PRESSURE: 50 psi MAXIMUM DESIGN FLOW: 12 gpm W.M. CIVIL STATION NO. 16+ 14.50 (Verify on Final Civil Plans) CONTRACTOR SHALL VERIFY THE WATER METER SIZE AND STATIC WATER PRESSURE PRIOR TO PERFORMING ANY IRRIGATION WORK, AS WELL AS VERIFY ALL IRRIGATION EQUIPMENT AT THE POINT OF CONNECTION (P.0.C.) SERVING THIS SCOPE OF WORK. CONTRACTOR SHALL VERIFY ALL IRRIGATION P.0.C. EQUIPMENT IS IN PROPER WORKING ORDER UPON INSTALLATION OF IRRIGATION SHOWN ON THESE PLANS. ALL IRRIGATION DEVICES SHALL CONFORM TO ANY STANDARDS AND GUIDELINES SET FORTH BY THE LOCAL GOVERNING AGENCY. P.O.C. SYSTEM 'A' -IRRIGATION CONTROLLER CONTROLLER MODEL WEATHERMATIC SLl600 INSTALL NEW WEATHERMATIC SERIES IRRIGATION CONTROLLER IN A LOCKABLE OUTDOOR WALL MOUNT ENCLOSURE, WITH ONSITE WEATHER STATION (MODEL SLW5) TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. REFER TO LEGEND (SHEET L13.0I, SECTION CJ FOR SPECIFIC CONTROLLER FEATURES TO BE UTILIZED FOR PROGRAMMING. CONTROLLER NOTE: INSTALLATION OF CONTROLLER SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. THE CONTRACTOR SHALL VERFIY THE CONTROLLER, WEATHER STATION, AND ALL ITS COMPONENTS, ARE IN PROPER OPERATING ORDER PRIOR TO ANY IRRIGATION SYSTEM WALK THRU AND COVERAGE TEST. IRRIGATION GENERAL NOTES CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION I. IRRIGATION HEADS/EMISSION DEVICES LOCATE ALL HEADS 24 INCHES FROM BUILDINGS, WALLS, FENCES, WALKWAYS, AND ANY NON-- PERMEABLE SURFACE, IN ORDER TO PREVENT OVERSPRAY, AND RUNOFF, WHICH CONTRIBUTE TO SYSTEM INEFFICIENCY. IRRIGATION EMISSION DEVICES SHALL BE ADJUSTED IN THE FIELD IN ORDER TO PREVENT OVERS PRAY AND RUNOFF. LOCATE FIRST ROWS OF SUBSURFACE DRIPLINE TWO (2") INCHES FROM HARDSCAPES AND FOUR [4") INCHES FROM SOFTSCAPES, AT AN EVEN DEPTH UP TO SIX (6") INCHES. REFER TO SOILS REPORT FOR TEXTURE AND VERIFY DRIPLINE INTERVAL, ROW SPACING AND EMITTER FLOW RATE ARE PER MANUFACTURERS SPECIFICATIONS FOR SPECIFIC SOIL TYPE. 2. VALVE BOX LOCATIONS VALVE BOXES SHALL BE LOCATED OUT OF PRIMARY VISUAL AREAS, AND IN SHRUB AREAS WHENEVER POSSIBLE. LOCATION SHALL BE ACCESSIBLE FOR MAINTENANCE PURPOSES AND WITHIN CORRESPONDING MAINTENANCE AREA. COORDINATE LOCATION WITH LANDSCAPE ARCHITECT. VALVE BOXES SHALL BE INSTALLED I" ABOVE FINISHED GRADE IN TURF AREAS AND 2" ABOVE FINISHED GRADE IN GROUNDCOVER/SHRUB AREAS. 3. SPARE VALVE WIRES THE CONTRACTOR SHALL RUN A MINIMUM OF TWO (2) SPARE WIRES AT THE END OF EACH IRRIGATION MAINLINE RUN. SPARE WIRES SHALL BE OF A DIFFERENT COLOR TO DIFFERENTIATE FROM VALVES IN USE, AND SHALL BE INSTALLED, WITH COMMON WIRE, IN A ROUND VALVE BOX MARKED 'SW'. 4. IRRIGATION PIPE SIZING ALL PIPE SIZING CALLOUTS ARE REFERRED TO IN INCHES IN PIPE SIZING LEGEND ON SHEET. ALL PIPE SIZING BETWEEN CALLOUTS SHALL BE OF SAME SIZE AS CALLOUTS. 5. MULCH CONTRACTOR SHALL PROVIDE 3" MULCH COVER IN SHRUB AREAS WITH SLOPES LESS STEEP THAN 3:1. REFER TO PLANTING PLANS FOR SPECIFIC MULCH TYPE. 6. MAINLINE AND LATERAL LINES FOR ANY SLOPE 3:1 OR FLATTER, PVC MAINLINE AND LATERAL LINES SHALL BE BURIED. FOR SLOPES STEEPER THAN 3:1, ON-GRADE PIPE (UVR) SHALL BE SPECIFIED ONLY WHEN DEMONSTRATED TO THE SATISFACTION OF THE CITY THAT THE EXISTING CONDITION [EX.: ROCKY TERRAIN) WOULD PREVENT TRENCHING. #4x24" REBAR J-HOOKS SHALL BE USED FOR ON-GRADE PIPE, INSTALL EVERY TEN[ 10") FEET MAXIMUM. 7. IRRIGATION STREET SLEEVING THE CONTRACTOR SHALL AS-BUILT THE STATION NUMBER FOR ALL SLEEVING IN THE STREET ON THE AS-BUllT RECORD PLANS. 8. IRRIGATION LAYOUT NOTE THESE PLANS ARE DIAGRAMMATIC. THE IRRIGATION MAINLINE, LATERAL LINES, VALVES AND OTHER IRRIGATION COMPONENTS ARE SHOWN FOR CLARITY AND SHALL BE INSTALLED IN PLANTING AREAS WITHIN THE SCOPE OF WORK, PREFERRABLY SHRUB AREAS, WHERE APPLICABLE, UNLESS OTHERWISE NOTED. CONTRACTOR SHALL PROVIDE THE OWNER WITH AS-BUILT PLANS INDICATING EXACT LOCATION OF INSTALLED IRRIGATION EQUIPMENT AND ITS COMPONENTS WITHIN 30 DAYS OF COMPLETION OF PROJECT. IRRIGATION NOTES CONTRACTOR SHALL CONFORM TO AB 1881 (MODEL WATER EFFICIENCY LANDSCAPE ORDINANCE) STANDARDS AND COMPLY WITH REQUIREMENTS. CONTRACTOR SHALL MAKE ANY ADJUSTMENTS NECESSARY TO THE IRRIGATION SPRAY SYSTEM (NOZZLE ADJUSTMENT, PCS SCREENS) TO AVOID OVERSPRAY ONTO ANY HARDSCAPE (BUILDINGS, WALLS, FENCES, WALKS, ETC.) AND TO A VOID RUNOFF. CONTRACTOR SHALL MAKE ANY ADJUSTMENTS NECESSARY TO THE IRRIGATION EMISSION SYSTEM [EMITTER FLOW ADJUSTMENT) TO AVOID RUNOFF IN CONJUNCTION WITH IRRIGATION RUNTIMES. CONTRACTOR SHALL REFER TO SOILS REPORT AND EVALUATE EXISTING SITE CONDITIONS IN ORDER TO PROPERLY SCHEDULE IRRIGATION RUNTIMES MWELO (AB 1881) NOTE I HAVE COMPLIED WITH THE CRITERIA OF THE LANDSCAPE WATER EFFICIENCY ORDINANCE AND APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE DESIGN PLAN. THESE PLANS SHALL CONFORM TO THE STANDARDS AND GUIDELINES SET FORTH BY THE MODEL WATER EFFICIENT LANDSCAPE ORDINANCE {AB 1881). ANY DISCREPANCIES FOUND PRIOR TO OR UPON INSTALLATION PER THESE PLANS AND/OR PER FIELD CONDITIONS, SHALL BE BROUGHT TO THE ATTENTION OF THE IRRIGATION DESIGNER, LANDSCAPE ARCHITECT OR OWNER IMMEDIATELY SO THAT SAID ISSUES MAY BE ADDRESSED, AND AN ACCEPTABLE AND COMPLIANT SOLUTION CAN BE IMPLEMENTED. Under Ground Service Alert of Southern California CALL TOLL FREE 1-800-422-4133 APPROVED rOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION Or PLANTING AREA. "AS BUil T" TWO WORKING DAYS BEFORE YOU DIG ~ 0 ~ Scale: 1/4"= l'-0" 2 4 8 RCE 3779 EXP.7/31/2017 DATE REVIEWED BY: DATE These documents are the property of [====J====J~t;:::=============~~============r====l====1====J===~rr::;::::;;;:;;::;-';:::;;;:;:;;;;;;::::;;:;;;;:: Land Creative, Inc. and are not to be Lll.01 INSPECTOR ~ CITY OF CARLSBAD m copied, reproduced, disposed of, 1-----,f----+----------------t---+---+---+----I either directly or indirectly, used for 1-----,f----+----------------t---+---+---+----I another project or any purpose whatsoever without expressed and 1-------<f----+----------------t----+---+---+---I written permission of LandCreativelnc. 0711-2017 DA1£ 1Nl11AL DAlE INITIAL DAlE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL 6 PLANNING DIVISION a LANDSCAPE IMPROVE PLANS FOR: The Ridge at Robertson Ranch APPROVED: ~ 1--tt -z:,z,;-. I'-- PLANNING DWN BY: eec PROJECT NO. DRAWING NO. CHKD BY: CT 13-03 480-3T RVWD BY: L ---··--------.--.. -· -··-··-----------·· - 7 .---------------------------------------------------------------------------------------------------------i,------------------------------.. I DRIPLINE SPACING IS DIAGRAMMATIC. CONTRACTOR SHALL INSTALL DRIPLINE PER MANUFACTURERS SPECIFICATIONS TO PROVIDE FULL COVERAGE, TYPICAL. 1711" TR/MW 2 GPM I 6 1 1" PT/MW 1 GPM 5 1" SH/MW 4 GPM I 13 I 1" PT/MW 1 GPM I 4 I 1" TR/LW 2 GPM I 3 I 1" TR/MW 1 GPM 2 1" SH/MW 4GPM I 1 I 1" SH/LW 2 GPM - I I I I t I 1 I I I I I I I 11 '• 'r I I I l l -! ---. I ,1 T I! I ij L--- ,;111····1 I I , I ~ I I I I I I I I -- I I --I I 'i'-f L. _____ /··" /h II ' ; -I I I -' t-l/1 i I I - --~ J.--. ! f·. I l -r I - . . •; - I I I I -. '·.! 1" ·, 1 1/4" I I I I ---------------1 I --... I ' """""···''" !_-.-.-... \ -----1 ,+----.--- 'l-1~ 1-l N I "--~ 1 , hi"!" CCIUN<2 1 ;••-• =r~·······as·;;;;;····· ~·········~·· ;::,.:;;;;-1~···;,;;;·. _;;,;········;;;,·····•••·;;;;;.••••····,;;;;·-;,;;;;;;--RECOMMENDED IRRIGATION CONTROLLER ·\, ::~?i UF 0 ~ ~~~A~~~NR~~~:;~~~~HA6~;~~1~~/ov~~~y -................. ................. INSTALLATION. '1•::.l..:::: .... ::::::t,-:1·;:·r,.:r" '"". !----1-~---;•·-·r·· ----~.+s~~-~------ ·--! ... ..1. -··············································U ·····' .... ·····ilil4"-·· .. _ ·········1···· ... .................. ··cc •••• ·.cc LOT 102 Plan 2SC Carrillo Elev: 'Spanish Colonial' A F 1 "'' -vt, o ~)U.U Ap 1, ·i , v--,, ... , .,) I [_ i . ________ .,. \·. ' .... ..... ---, I "" "°"'" \ I -. . --j □ I I I I I I I -F I CONTRACTOR SHALL SET PRESSURE -------:;T~olH~o~us;E---;-- REGULATOR FOR IRRIGATION AT 41 1 _E_DU_C_A_T_I O_N_AL_S_IG_N_A_G_E_ I PSI. VERIFY FURTHEST VALVE STATION (STA. 7) HAS ADEQUATE PRESSURE AND THAT NO MISTING APPEARS FROM ANY HEADS, TYPICAL. ADJUST AS NECESSARY. SIGN SHALL READ 'THIS MODEL 1174" ---r-. · .. · .. ·· __, HOME USES WATER EFFICIENT I. ·.. LANDSCAPING AND IRRIGATION'. SIGN SHALL BE WHITE WITH .·· .. ·, _ BLACK CAPITAL LETTERING AT ----~~---'-------'----~~-------~-"--"-----=:~,--------LEAST TWO INCHES HIGH. PLUMBER TO MAKE 'TEE' CONNECTION FROM DOMESTIC SERVICE LINE FOR LANDSCAPE IRRIGATION MAINLINE WITH SEPARATE SHUTOFF VALVE. K:\lrrigation\lrrigatlonProjects\Lond Creative, lnc\Toll Brothers\The Ridge Models -Carlsbad\ WD\LCI . 15008 -Lil .02 Plan 2SC -lrrig. Plan.dwg ~ · · · · · ··························-··· - NELSON COURT -------TURF PARKWAY IRRIGATION PROVIDED BY OTHERS, TYPICAL. \ IRRIGATION EQUIPMENT SYMBOLS - REFER TO LEGEND SHEET Ll3.01 FOR DETAILED INFORMATION @) M 0 © WATER METER [POTABLE) ~ REMOTE CONTROL VALVE GATE/SHUTOFF VALVE ~ REMOTE CONTROL VALVE [LOW VOLUME) PRESSURE REGULATOR ,ti] TREE DEEP ROOT WATERING, IRRIGATION CONTROLLER TWO [2) PER TREE [MIN.) MANUAL FLUSH VALVE PVC IRRIGATION 8 LATERAL LINE * POT BUBBLER IRRIGATION SLEEVING ------PVC TREE LATERAL LINE IRRIGATION MAINLINE JPOTABLE) ~ SUBSURFACE DRIPLINE [SHRUB) VALVE STATION KEY CONTROLLER &STATION-~X -VALVESIZE PLANT TYPE! -XX/XX -HYDROZONE! SH -SHRUB X HW -HIGH TF -TURF \__ MW -MODERATE TR -TREE GG -GROUNDGOVER LW -LOW GPM PIPE SLEEVING LEGEND PIPE SIZE 3/4"-I" I 1/4"-I 1/2" 2" 2 1/2"-4" SLEEVE SIZE 2" SCH 40 PVC 3" SCH 40 PVC 4" SCH 40 PVC 6" SCH 40 PVC PVC PIPE SLEEVING SHALL BE TWICE THE PIPE SIZE. TYPICAL. WIRE SLEEVE SIZING: 2" SCH 40 PVC 4" SCH 40 PVC SLEEVING SHALL EXTEND A MIN. OF ONE (1 ') FOOT PAST HARDSCAPE EDGE, TYPICAL. PIPE SLEEVING KEY ® 6" MAINLINE SLEEVE ® 4" LATERAL LINE SLEEVE © 4" WIRE SLEEVE Qi-No. OF SLEEVES REQ.'D [PER CALLOUT) PVC TYPE (SCHEDULE) PER LEGEND ABOVE. PIPE SIZING LEGEND CLASS 200 PVC SIZE GPM (MAX.) 3/4" 7 I" 10 I I /4" 20 I I /2" 30 2" ----50 SCHEDULE 40 PVC FOR MAINLINE I KEY MAP I P.0.C. SYSTEM 'A' -POTABLE WATER SERVICE WATER INFORMATION: CARLSBAD MUNICIPAL WATER DISTRICT I 635 FARADAY AVENUE CARLSBAD, CA 92008 CONTACT: [760)438-2722 STATIC WATER PRESSURE AT METERt 129 psi (Verify in field) WATER METER SIZE/NO.: "1'~' ,v"'e~rif":-y 1"n,c1ie~ld~J~------j DESIGN WATER PRESSURE: 50 psi MAXIMUM DES!GN FLOW: 12 gpm W.M. CIVIL STATION NO. 15+64.00 (Verify on Final Civil Plans) CONTRACTOR SHALL VERIFY THE WATER METER SIZE AND STATIC WATER PRESSURE PRIOR TO PERFORMING ANY IRRIGATION WORK. AS WELL AS VERIFY ALL IRRIGATION EQUIPMENT AT THE POINT OF CONNECTION [P.O.C.) SERVING THIS SCOPE OF WORK. CONTRACTOR SHALL VERIFY ALL IRRIGATION P.0.C. EQUIPMENT IS IN PROPER WORKING ORDER UPON INSTALLATION OF IRRIGATION SHOWN ON THESE PLANS. ALL IRRIGATION DEVICES SHALL CONFORM TO ANY STANDARDS AND GUIDELINES SET FORTH BY THE LOCAL GOVERNING AGENCY. P.O.C. SYSTEM 'A' -IRRIGATION CONTROLLER CONTROLLER MODEL WEA TH ERMA TIC SL 1600 INSTALL NEW WEATHERMATIC SERIES IRRIGATION CONTROLLER IN A LOCKABLE OUTDOOR WALL MOUNT ENCLOSURE, WITH ONSITE WEATHER STATION [MODEL SLWS) TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. REFER TO LEGEND (SHEET Ll3.01, SECTION C) FOR SPECIFIC CONTROLLER FEATURES TO BE UTILIZED FOR PROGRAMMING. CONTROLLER NOTE: INSTALLATION OF CONTROLLER SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. THE CONTRACTOR SHALL VERFIY THE CONTROLLER. WEATHER STATION, AND ALL ITS COMPONENTS, ARE IN PROPER OPERATING ORDER PRIOR TO ANY IRRIGATION SYSTEM WALK THRU AND COVERAGE TEST. IRRIGATION GENERAL NOTES CONTRACTOR SHALL NOTIFY LANOSGAPE ARCHITECT PRIOR TO INSTALLATION I. IRRIGATION HEADS/EMISSION DEVICES LOCATE ALL HEADS 24 INCHES FROM BUILDINGS, WALLS. FENCES, WALKWAYS, AND ANY NON- PERMEABLE SURFACE, IN ORDER TO PREVENT OVERSPRAY, AND RUNOFF, WHICH CONTRIBUTE TO SYSTEM INEFFICIENCY. IRRIGATION EMISSION DEVICES SHALL BE ADJUSTED IN THE FIELD IN ORDER TO PREVENT OVERS PRAY AND RUNOFF. LOCATE FIRST ROWS OF SUBSURFACE DRIPLINE TWO (2") INCHES FROM HARDSCAPES AND FOUR (4") INCHES FROM SOFTSCAPES, AT AN EVEN DEPTH UP TO SIX (6") INCHES. REFER TO SOILS REPORT FOR TEXTURE AND VERIFY DRIPLINE INTERVAL, ROW SPACING AND EMITTER FLOW RATE ARE PER MANUFACTURERS SPECIFICATIONS FOR SPECIFIC SOIL TYPE. 2. VALVE BOX LOCATIONS VALVE BOXES SHALL BE LOCATED OUT OF PRIMARY VISUAL AREAS, AND IN SHRUB AREAS WHENEVER POSSIBLE. LOCATION SHALL BE ACCESSIBLE FOR MAINTENANCE PURPOSES AND WITHIN CORRESPONDING MAINTENANCE AREA. COORDINATE LOCATION WITH LANDSCAPE ARCHITECT. VALVE BOXES SHALL BE INSTALLED I" ABOVE FINISHED GRADE IN TURF AREAS AND 2" ABOVE FINISHED GRADE IN GROUNDCOVER/SHRUB AREAS. 3. SPARE VALVE WIRES THE CONTRACTOR SHALL RUN A MINIMUM OF TWO (2) SPARE WIRES AT THE END OF EACH IRRIGATION MAINLINE RUN. SPARE WIRES SHALL BE OF A DIFFERENT COLOR TO DIFFERENTIATE FROM VALVES IN USE, AND SHALL BE INSTALLED, WITH COMMON WIRE, IN A ROUND VALVE BOX MARKED 'SW'. 4. IRRIGATION PIPE SIZING ALL PIPE SIZING CALLOUTS ARE REFERRED TO IN INCHES IN PIPE SIZING LEGEND ON SHEET. ALL PIPE SIZING BETWEEN CALLOUTS SHALL BE OF SAME SIZE AS CALLOUTS. 5. MULCH CONTRACTOR SHALL PROVIDE 3" MULCH COVER IN SHRUB AREAS WITH SLOPES LESS STEEP THAN 3:1. REFER ro PLANTING PLANS FOR SPECIFIC MULCH TYPE. 6. MAINLINE AND LATERAL LINES FOR ANY SLOPE 3:1 OR FLATTER, PVC MAINLINE AND LATERAL LINES SHALL BE BURIED. FOR SLOPES STEEPER THAN 3:1, ON-GRADE PIPE [UVR) SHALL BE SPECIFIED ONLY WHEN DEMONSTRATED TO THE SATISFACTION OF THE CITY THAT THE EXISTING CONDITION [EX.: ROCKY TERRAIN) WOULD PREVENT TRENCHING. #4x24" REBAR J-HOOKS SHALL BE USED FOR ON-GRADE PIPE. INSTALL EVERY TEN(IO") FEET MAXIMUM. 7. IRRIGATION STREET SLEEVING THE CONTRACTOR SHALL AS-BUILT THE STATION NUMBER FOR ALL SLEEVING IN THE STREET ON THE AS-BUILT RECORD PLANS. 8. IRRIGATION LAYOUT NOTE THESE PLANS ARE DIAGRAMMATIC. THE IRRIGATION MAINLINE. LATERAL LINES, VALVES AND OTHER IRRIGATION COMPONENTS ARE SHOWN FOR CLARITY AND SHALL BE INSTALLED IN PLANTING AREAS WITHIN THE SCOPE OF WORK, PREFERRABLY SHRUB AREAS. WHERE APPLICABLE, UNLESS OTHERWISE NOTED. CONTRACTOR SHALL PROVIDE THE OWNER WITH AS-BUILT PLANS INDICATING EXACT LOCATION OF INSTALLED IRRIGATION EQUIPMENT AND ITS COMPONENTS WITHIN 30 DAYS OF COMPLETION OF PROJECT. IRRIGATION NOTES CONTRACTOR SHALL CONFORM TO AB 1881 (MODEL WATER EFFICIENCY LANDSCAPE ORDINANCE) STANDARDS AND COMPLY WITH REQUIREMENTS. CONTRACTOR SHALL MAKE ANY ADJUSTMENTS NECESSARY TO THE IRRIGATION SPRAY SYSTEM (NOZZLE ADJUSTMENT, PCS SCREENS) TO A VOID OVERSPRA Y ONTO ANY HARDSCAPE (BUILDINGS. WALLS. FENCES, WALKS, ETC.) AND TO AVOID RUNOFF . CONTRACTOR SHALL MAKE ANY ADJUSTMENTS NECESSARY TO THE IRRIGATION EMISSION SYSTEM (EMITTER FLOW ADJUSTMENT) TO AVOID RUNOFF IN CONJUNCTION WITH IRRIGATION RUNTIMES. CONTRACTOR SHALL REFER TO SOILS REPORT AND EVALUATE EXISTING SITE CONDITIONS IN ORDER TO PROPERLY SCHEDIJIE IRRIGATION RUNTIMES MWELO (AB 1881) NOTE I HAVE COMPLIED WITH THE CRITERIA OF THE LANDSCAPE WATER EFFICIENCY ORDINANCE AND APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE DESIGN PLAN. THESE PLANS SHALL CONFORM TO THE STANDARDS AND GUIDELINES SET FORTH BY THE MODEL WATER EFFICIENT LANDSCAPE ORDINANCE [AB 1881). ANY DISCREPANCIES FOUND PRIOR TO OR UPON INSTALLATION PER THESE PLANS AND/OR PER FIELD CONDITIONS. SHALL BE BROUGHT TO THE ATTENTION OF THE IRRIGATION DESIGNER, LANDSCAPE ARCHITECT OR OWNER IMMEDIATELY SO THAT SAID ISSUES MAY BE ADDRESSFD. AND AN ACCFPTABI.E AND COMPLIANT SOLUTION CAN RE IMPLEMENTED. Under Ground Service Alert of <iouthern California CALL TOLL FREE 1-800-422-4133 APPROVED FOR /RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" TWO WORKING DAYS BEFORE YOU DIG 8 RCE3779 EXP.7/31/2017 DATE REVIEWED BY: lll.02 INSPECTOR DATE These documents ore the propectv of ~ CITY OF CARLSBAD m LandCrearive, Inc. and are not to be copied, reproduced. disposed of, 7 8 either directly or indirectly, used for l----+--+----------------+---1----+---+----t '-:;:;:;;;;;~;::;;;:;;;;;;:P;;L;:;A;;NN;;l;:NG;;;::01;'.;Vl;:;S;::IO;;;N;;:::==~===: another project or any purpose =LANDSCAPE IMPROVE'-NT p• ••~ FOR: whatsoever without expressed and .1111:, a.,nni;:, • written permission of LandCreativelnc. The Ridge at Robertson Ranch I APPROVED: ial CI-E:.{~Jt:: -z.z;;,1~ PLANNING OA1£ INITIAL DESJGNER OF' WORK REVISION DESCRIPTION OWN Y: ~eic PROJECT NO. DRAWING NO. DA'IE INlllAL DA'IE INlllAL CHKD BY: CT 13-03 480-3T OlHER APPROVAL CJTY APPROVAL RVWD BY: Pf L ---------------. ----------- ---------------------------------------------......... ----------------.7 LIMIT OF WORK 1 I 7 I 1" TR/MW 5 GPM REMOVABLE FLUSH CAP FITTING FOR PLANTER BOXES, TYPICAL. .. , "\ • -------· LIMIT OF WORK -------···---- I 6 I 1" SH/MW 1 GPM 5 1" TR/MW 1 GPM DRIPLINE SPACING IS DIAGRAMMATIC.~-----. ___ CONTRACTOR SHALL INSTALL DRIPLINE PER MANUFACTURERS SPECIFICATIONS TO PROVIDE FULL COVERAGE, TYPICAL. 3 1" TR/MW 1 GPM I 2 I 1" TR/MW 2 GPM 4 1" PT/MW 1 GPM I 1 I 1" SH/MW 5 GPM ~ /I , I : : I' . ' I I I • I I '-{ let'+--+--'----' , I , ------------l I I ) IL. ,.. --__ .. . I,--- 1 '---I.--- I~-~ I I I I I I I I I I I I I I r . 0 1 1 /4" ----~ _ _J I 111/4" I .____,I_...---- 1 I I ~'""c'-:·:•: ...... ,::=t~~'""c'~~r: .... ·":•·:•:•:·· .. : ... ='""c'-rr~ • r _J I I .... ~i ___ :. 1·· · ·. · :I J : Ii li. .J fj: : 11 ii .---~--·-;, . . 1---_ __J : . '. -:: _t 1. ;.::·:.'.;·:··1 ... 1 . I ... . < : : : _Ii :I, f•i-1i•=•-..=:·•.·.·.· ... ··. ··.·. •· .. RECOMMENDED l;RIGATION CONTROLLER =t=',llr··········•··· -:l~H~N;' ::(: }·==i= LOCATION (WEATHERMATIC SERIES) VERIFY -~:0..csJ~-: ... :·· .::_..•·•·++·•··~.=...:,:::::r::r:r ....• ,-.-d:~• AND COORDINATE WITH OWNER PRIOR TO DANTf~11; ·~ ·-.. INSTALLATION. 1P/1S G(JATS ·•·,,: ! . ·-/ ' . ··,.···· :.. ' .. : ... , ' ; . LOT 101 Plan 4T Terramar Elev: 'Tuscan' ,-.I-, , "'" , .. V"',r•,. :.J/,/ An r ] r · : ~ [-~ .c.. ,) l ,,) --------··------, I > ,1· ....... ,·. "'F._,. " ......... ,,. -~=====-%s,,ro,. •---►•...,.•-====•=--=""""JI I • . ,) . . . .. [ .... ' , .. ·-. ".• --------.. ___________ .· I • lLLT • --\IMIT OF WORK ---------------· --_;:. ~----------~-----~-~-~.~------------«---=-"'-1;===========-== = 9:=.r= 1r··- CONTRACTOR SHALL SET PRESSURE------"---.;T;-;;O~H;;:;O~US~Eil~, --il REGULATOR FOR IRRIGATION AT 41 PSI. VERIFY FURTHEST VALVE STATION (STA. 8) HAS ADEQUATE PRESSURE AND THAT NO MISTING APPEARS FROM ANY HEADS, TYPICAL. ADJUST AS NECESSARY. PLUMBER TO MAKE 'TEE' CONNECTION FROM DOMESTIC SERVICE LINE FOR LANDSCAPE IRRIGATION MAINLINE WITH SEPARATE SHUTOFF VALVE_ K:\lrrigation\lrrigatlonProjects\Land Creative, Inc\ Toll Brothers\The Ridge Models -Carlsbad\ WD\LCI . 15008 -lll .03 Plan 4T -lrrig. Plan.dwg r1/4': ., . ,< _: TURF PARKWAY IRRIGATION PROVIDED BY OTHERS, TYPICAL. NELSON ... COURT ~~~""', ""'. f I j ' , _, '.----- 8 1" TR/MW 1 GPM I 9 I 1" SH/MW • IRRIGATION EQUIPMENT SYMBOLS REFER TO LEGEND SHEET Ll3.01 FOR DETAILED INFORMATION @) M 0 © WATER METER (POTABLE} ~ REMOTE CONTROL VALVE GATE/SHUTOFF VALVE ~ REMOTE CONTROL VALVE (LOW VOLUME} PRESSURE REGULATOR ~ TREE DEEP ROOT WATERING, IRRIGATION CONTROLLER TWO (2) PER TREE (MIN.} MANUAL FLUSH VALVE PVC IRRIGATION e LATERAL LINE * POT BUBBLER IRRIGATION SLEEVING PVC TREE LATERAL LINE ------ IRRIGATION MAINLINE (POTABLE} ~ SUBSURFACE DRIPLINE (SHRUB} VALVE STATION KEY &STATION-X X ~VALVESIZE CONTROLLER ~ . PLANT TYPE: -XX/XX ~ HYDRO ZONE: SH· SHRUB X HW -HIGH TF -TURF .__ MW -MODERATE TR -TREE LOW GC -GROUNDCDVER G~%- PIPE SLEEVING LEGEND PIPE SIZE SLEEVE SIZE 3/4"-1" 2" SCH 40 PVC I 1/4"-I 1/2" 3" SCH 40 PVC 2" 4" SCH 40 PVC 21/2"-4" 6" SCH 40 PVC PVC PIPE SLEEVING SHALL BE TWICE THE PIPE SIZE, TYPICAL. WIRE SLEEVE SIZING: 2" SCH 40 PVC 4" SCH 40 PVC SLEEVING SHALL EXTEND A MIN. OF ONE (1 ') FOOT PAST HARDSCAPE EDGE, TYPICAL. PIPE SLEEVING KEY ® 6" MAINLINE SLEEVE @ 4" LATERAL LINE SLEEVE © 4" WIRE SLEEVE QLNO. OF SLEEVES REQ.'D [PER CALLOUT) PVC TYPE (SCHEDULE) PER LEGEND ABOVE. PIPE SIZING LEGEND CLASS 200 PVC SIZE GPM (MAX.) 3/4" 7 I " 10 I I /4" 20 I I /2" 30 2" 50 SCHEDULE 40 PVC FOR MAINLINE EDUCATIONAL SIGNAGE SIGN SHALL READ 'THIS MODEL HOME USES WATER EFFICIENT LANDSCAPING AND IRRIGATION'. SIGN SHALL BE WHITE WITH BLACK CAPITAL LETTERING AT LEAST TWO INCHES HIGH. I KEY MAP \ I P.O.C. SYSTEM 'A' -POTABLE WATER SERVICE WATER INFORMATION: CARLSBAD MUNICIPAL WATER DISTRICT I 635 FARADAY AVENUE CARLSBAD, CA 92008 CONTACT: [760)438-2722 STATIC WATER PRESSURE AT METER: 135 psi (Verify in field} WATER METER SIZE/NO.: 1" (Verify in field) DESIGN WATER PRESSURE: 50 psi MAXIMUM DESIGN FLOW: 12 gpm W.M. CIVIL STATION NO. 15+ 14.00 (Verify on Final Civil Plans) CONTRACTOR SHALL VERIFY THE WATER METER SIZE AND STATIC WATER PRESSURE PRIOR TO PERFORMING ANY IRRIGATION WORK, AS WELL AS VERIFY ALL IRRIGATION EQUIPMENT AT THE POINT OF CONNECTION (P.0.C.} SERVING THIS SCOPE OF WORK. CONTRACTOR SHALL VERIFY All IRRIGATION P.O.C. EQUIPMENT IS IN PROPER WORKING ORDER UPON INSTALLATION OF IRRIGATION SHOWN ON THESE PLANS. ALL IRRIGATION DEVICES SHALL CONFORM TO ANY STANDARDS AND GUIDELINES SET FORTH BY THE LOCAL GOVERNING AGENCY. P.O.C. SYSTEM 'A' -IRRIGATION CONTROLLER CONTROLLER MODEL WEATHERMATIC SL 1600 INSTALL NEW WEATHERMATIC SERIES IRRIGATION CONTROLLER IN A LOCKABLE OUTDOOR WALL MOUNT ENCLOSURE, WITH ONSITE WEATHER STATION [MODEL SLWS) TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. REFER TO LEGEND [SHEET Ll3.0I, SECTION C} FOR SPECIFIC CONTROLLER FEATURES TO BE UTILIZED FOR PROGRAMMING. CONTROLLER NOTE: INSTALLATION OF CONTROLLER SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. THE CONTRACTOR SHALL VERFIY THE CONTROLLER, WEATHER STATION, AND ALL ITS COMPONENTS, ARE IN PROPER OPERATING ORDER PRIOR TO ANY IRRIGATION SYSTEM WALK THRU AND COVERAGE TEST. IRRIGATION GENERAL NOTES CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION I. IRRIGATION HEADS/EMISSION DEVICES LOCATE ALL HEADS 24 INCHES FROM BUILDINGS, WALLS, FENCES, WALKWAYS, AND ANY NON- PERMEABLE SURFACE, IN ORDER TO PREVENT OVERSPRAY, AND RUNOFF, WHICH CONTRIBUTE TO SYSTEM INEFFICIENCY. IRRIGATION EMISSION DEVICES SHALL BE ADJUSTED IN THE FIELD IN ORDER TO PREVENT OVERSPRAY AND RUNOFF. LOCATE FIRST ROWS OF SUBSURFACE DRIPLINE TWO (2") INCHES FROM HARDSCAPES AND FOUR (4") INCHES FROM SOFTSCAPES, AT AN EVEN DEPTH UP TO SIX [6") INCHES. REFER TO SOILS REPORT FOR TEXTURE AND VERIFY DRIPLINE INTERVAL, ROW SPACING AND EMITTER FLOW RATE ARE PER MANUFACTURERS SPECIFICATIONS FOR SPECIFIC SOIL TYPE. 2. VALVE BOX LOCATIONS VALVE BOXES SHALL BE LOCATED OUT OF PRIMARY VISUAL AREAS, AND IN SHRUB AREAS WHENEVER POSSIBLE. LOCATION SHALL BE ACCESSIBLE FOR MAINTENANCE PURPOSES AND WITHIN CORRESPONDING MAINTENANCE AREA. COORDINATE LOCATION WITH LANDSCAPE ARCHITECT. VALVE BOXES SHALL BE INSTALLED I" ABOVE FINISHED GRADE IN TURF AREAS AND 2" ABOVE FINISHED GRADE IN GROUNDCOVER/SHRUB AREAS. 3. SPARE VALVE WIRES THE CONTRACTOR SHALL RUN A MINIMUM OF TWO [2} SPARE WIRES AT THE END OF EACH IRRIGATION MAINLINE RUN. SPARE WIRES SHALL BE OF A DIFFERENT COLOR TO DIFFERENTIATE FROM VALVES IN USE, AND SHALL BE INSTALLED, WITH COMMON WIRE, IN A ROUND VALVE BOX MARKED 'SW'. 4. IRRIGATION PIPE SIZING ALL PIPE SIZING CALLOUTS ARE REFERRED TO IN INCHES IN PIPE SIZING LEGEND ON SHEET. ALL PIPE SIZING BETWEEN CALLOUTS SHALL BE OF SAME SIZE AS CALLOUTS. 5. MULCH CONTRACTOR SHALL PROVIDE 3" MULCH COVER IN SHRUB AREAS WITH SLOPES LESS STEEP THAN 3:1. REFER TO PLANTING PLANS FOR SPECIFIC MULCH TYPE. 6. MAINLINE AND LATERAL LINES FOR ANY SLOPE 3:1 OR FLATTER, PVC MAINLINE AND LATERAL LINES SHALL BE BURIED. FOR SLOPES STEEPER THAN 3:1, ON-GRADE PIPE [UVR} SHALL BE SPECIFIED ONLY WHEN DEMONSTRATED TO THE SATISFACTION OF THE CITY THAT THE EXISTING CONDITION (EX.: ROCKY TERRAIN} WOULD PREVENT TRENCHING. #4x24" REBAR J-HOOKS SHALL BE USED FOR ON-GRADE PIPE, INSTALL EVERY TEN[IO"} FEET MAXIMUM. 7. IRRIGATION STREET SLEEVING THE CONTRACTOR SHALL AS-BUILT THE STATION NUMBER FOR ALL SLEEVING IN THE STREET ON THE AS-BUILT RECORD PLANS. 8. IRRIGATION LAYOUT NOTE THESE PLANS ARE DIAGRAMMATIC. THE IRRIGATION MAINLINE, LATERAL LINES, VALVES AND OTHER IRRIGATION COMPONENTS ARE SHOWN FOR CLARITY AND SHALL BE INSTALLED IN PLANTING AREAS WITHIN THE SCOPE OF WORK, PREFERRABLY SHRUB AREAS, WHERE APPLICABLE, UNLESS OTHERWISE NOTED. CONTRACTOR SHALL PROVIDE THE OWNER WITH AS-BUILT PLANS INDICATING EXACT LOCATION OF INSTALLED IRRIGATION EQUIPMENT AND ITS COMPONENTS WITHIN 30 DAYS OF COMPLETION OF PROJECT. IRRIGATION NOTES CONTRACTOR SHALL CONFORM TO AB 1881 (MODEL WATER EFFICIENCY LANDSCAPE ORDINANCE} STANDARDS AND COMPLY WITH REQUIREMENTS. CONTRACTOR SHALL MAKE ANY ADJUSTMENTS NECESSARY TO THE IRRIGATION SPRAY SYSTEM (NOZZLE ADJUSTMENT, PCS SCREENS} TO A VOID OVERSPRAY ONTO ANY HARDSCAPE (BUILDINGS, WALLS, FENCES, WALKS, ETC.) AND TO AVOID RUNOFF. CONTRACTOR SHALL MAKE ANY ADJUSTMENTS NECESSARY TO THE IRRIGATION EMISSION SYSTEM [EMITTER FLOW ADJUSTMENT} TO AVOID RUNOFF IN CONJUNCTION WITH IRRIGATION RUNTIMES. CONTRACTOR SHALL REFER TO SOILS REPORT AND EVALUATE EXISTING SITE CONDITIONS IN ORDER TO PROPERLY SCHEDULE IRRIGATION RUNTIMES MWELO (AB 1881) NOTE I HAVE COMPLIED WITH THE CRITERIA OF THE LANDSCAPE WATER EFFICIENCY ORDINANCE AND APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE DESIGN PLAN. THESE PLANS SHALL CONFORM TO THE STANDARDS AND GUIDELINES SET FORTH BY THE MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (AB 1881). ANY DISCREPANCIES FOUND PRIOR TO OR UPON INSTALLATION PER THESE PLANS AND/OR PER FIELD CONDITIONS, SHALL BE BROUGHT TO THE ATTENTION OF THE IRRIGATION DESIGNER, LANDSCAPE ARCHITECT OR OWNER IMMEDIATELY SO THAT SAID ISSUES MAY BE ADDRESSED, AND AN ACCEPTABLE AND COMPLIANT SOLUTION CAN BE IMPLEMENTED. Under Ground Service Alert of Sout11ern California CALL TOLL FREE 1-800-422-4133 APPROVED FOR IRRIGATION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" TWO WORKING DAYS BEFORE YOU DIG r:::::,, 0 ~ Scale: 1/4"= l'-0" 2 4 8 RCE3779 EXPJ/31/2017 DATE REVIEWED BY: lll.03 INSPECTOR DATE / These documents are the property of LandCreative, Inc. and are not to be copied, reproduced, disposed of, either directly or indirectly, used for another project or any purpose whatsoever without expressed and written permission of LandCreativelnc. 1---------------------+----1----1----+--------1 ~ CITY PL2NENG~l1~~SBAD m 1-----t--+-----------------+---+---+--+----I ;;:LAN:::;:;:D:;:;S:;:;C;:'.,AP,:;E;::::;I:;:;MP:;:;RO;;;VE;;;;:;MENT;:;:;:;;:::;P:;:LANS:::;:;:;:::::;;FO:;:;R::;:·====-=::==: The Ridge at Robertson Ranch 1---1----+------------+---+---+----+-----lr APPROVED, ii2J' &r. Bi.A\:: t------t--+----------------+---+----+---+-----< !;tP;;LA;;N=;Nl;;';NG;=:::=::::::::;--;==:;:::::::::::;:;:::::::;:=:::;;:::;::::==::::;:::::::~ 1--=c-t==-+-----------------+-==-+=:=-+==-+cc=--I OWN BY: PAC PROJECT NO, DRAWING NO, DA'!£ INITIAL l-"D---A1£,,c_-L,,CIN::lll::AL'-+-'D---A1£"'---'-'--IN ___ lll_AL"-I CHKD BY:~--CT 13 03 DESIGNER or WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RWIO BY: DE -48Q-3T L 'CONTRACTOR TO REFER TO ARBORISTS 2 3r4 REPORT ON SPECIFIC TREE IRRIGATION REQUIREMENTS AND MAKE ANY NECESSARY ADJUSTMENTS AS NEEDED, TO BOTH BUBBLER LAYOUT AND IRRIGATION SCHEDULING. CONTRACTOR SHALL COORDINATE PLACEMENT OF TREE BUBBLERS FOR PROPER WATERING APPLICATION FOR NEW AND EXISTING TREES. 13 ~r 6 1) 4-INCH LOCKING GRATE (INCLUDED) 2) BUBBLER: RAIN BIRD 1401 0.2 GPM (INCLUDED) 3) ROOT WATERING SYSTEM: 4) FINISH GRADE/TOP OF MULCH ) OPTIONAL RWS SAND SOCK (RWS-SOCK) FOR SANDY SOILS 7 6) 1/2-INCH POLY SWING PIPE (INCLUDED) 8 7) 1/2-INCH SPIRAL BARB ELBOW (INCLUDED) 8) 12-INCH SWING ASSEMBLY (INCLUDED) 9) 1/2-INCH MALE NPT INLET (INCLUDED) 10) PVC SCH 40 TEE OR EL 11) PVC OR POLYETHYLENE LATERAL PIPE ~10 9 11 12) 4" WIDE X 36" LONG RIGID BASKET WEAVE CANISTER (INCLUDED) 13) 1/2-INCH STRAIGHT SPIRAL BARB FITTING (1 OF 2 INCLUDED) 12 NOTES: 1. INSTALL PRODUCT SO THAT THE GRATE IS EVEN WITH FINISH GRADE OR TOP OF MULCH. 2. SAND SOCK (RWS-SOCK) IS 34" IN LENGTH TO COVER MESH BASKET AREA. 3. WHEN INSTALLING IN EXTREMELY HARD OR CLAY SOILS ADD¾" GRAVEL UNDER AND AROUND THE UNIT TO ALLOW FASTER WATER INFILTRATION AND ROOT PENETRATION. 4. ONCE RWS HAS BEEN INSTALLED FILL THE BASKET WITH PEA GRAVEL BEFORE LOCKING LID. 3 NOTES: DEEP ROOT WATERING 1) PVC SCH. 40 SUPPLY LINE 2) PE TUBING TEE FITTING. 3) PE TUBING ELBOW FITTING. 4) 1/2" PE TUBING PER LEGEND. ) PLANT MATERIAL (SHRUB) PER PLAN. 6) MANUAL FLUSH VALVE PER LEGEND. 7) EMITTER ON PE TUBING UANTITY PER CHART. 8) 1/4" PE TUBING PER LEGEND. 9) BUG CAP PER LEGEND. 10) EMITTER STAKE FOR 1/4" PE TUBING. 11) TIE DOWN STAKE TY. AS RE UIRED. 1. 1/4" DISTRIBUTION TUBING NOT TO EXCEED THREE (3') FROM 1/2" OR 3/4" SUPPLY PE TUBING 2. USE HOLE PUNCH TO CONNECT BARB TO 1/2" OR 3/4" SUPPLY LINE. 3. DO NOT EXCEED 100 -2GPH EMITTERS PER 1/2" PE TUBING RUN. 4. INSTALL TWO (2) GALVANI ED STAKES OVER EACH OTHER IN 'X' PATTERN AT EVERY TEE OR WHERE CHANGE OF DIRECTION OCCURS. NOTES: PE TUBING WITH EMITTERS (VINES) 1) BUG CAP 2) UNIVERS,l\.t TUBING STAKE 3) 1/4" DISTRIBUTION TUBING (LENGTH AS RE UIRED) 4) TOP OF MULCH (MULCH RE UIREMENT PER CITY STANDARD) ) SINGLE-OUTLET BARB INLET X BARB OUTLET EMITTER PER LEGEND. 6) 1/2" POLYETHYLENE TUBING 7) FINISH GRADE 1. USE PROPER TOOL TO INSERT BARB CONNECTOR DIRECTLY INTO 1/2" POLYETHYLENE TUBING. 2. SHOULD THE EMITTER BECOME DISLODGED UNREGULATED FLOW WILL OCCUR. 3. CONTRACTOR SHALL MAKE ANY AD USTMENTS REGARDING EMITTER FLOW RATES AS RE UIRED NOT TO EXCEED DESIGN PARAMETERS. EMITTER LAYOUT K:\lrrigation\lrrigationProjects\Land Creative, lnc\Toll Brothers\The Ridge Models -Carlsbod\WD\LCI. 15008-Ll2.0l Irrigation Detail.dwg J K L ,, i I NOTES: ' ' . i' ii i • i • 2 v---4 I/ " r . vi /1:-~7 @•-------8 1) REMOTE CONTROL VALVE WITH DISC FILTER AND PRV 2) PVC OR POLY SUPPLY HEADER 3) Techline START CONNECTION MALE ADAPTER 4) Techline® CV TUBING ) AREA PERIMETER 6) PVC OR POLY EXHAUST HEADER 7) PERIMETER LATERALS 2" TO 4" FROM EDGE 8) MANUAL FLUSH VALVE PLUMBED TO PVC OR POLY REFER TO NETAFIM STANDARDS FOR DRIPLINE LAYOUT ON SLOPED AREAS. 1. ALL THREADED CONNECTIONS TO BE WRAPPED WITH TEFLON TAPE OR E UAL. DRIPLINE LAYOUT 2 3 6 4 1) 2" IN GROUND COVER 2) INSTALL BALL VALVE IN ROUND VALVE BOX W/ LOCKING COVER HEAT BRAND 'FV' 3) PVC BALL VALVE G i \ / ; ) ! \l\il•1 \n1 \if1·\,l!1 l'i\,\1/\ii /,!5------t---t----E!, 1,=~~=i V V V 4) 1/2" FEMALE PIPE THREAD ADAPTER ) PE TUBING 6) FINISH GRADE 7) 1/4" S . 16 GAL. WELDED WIRE MESH 8) 6" MIN. PEA GRAVEL 9) PVC SCH. 40 MALE ADAPTER 9 10 NOTES: 8 11 10) PVC SCH. 40 SUPPLY HEADER 11) FIGURE 8 END CLAMP 1. ALL THREADED CONNECTIONS TO BE WRAPPED WITH TEFLON TAPE ORE UAL. 2 3 10 6 [) [) FLUSH VALVE 0 v D 1 4 1 ) RAINBIRD PCT BUBBLER NOZZLE PER LEGEND, 3" ABOVE GRADE. INSTALL ONE{ 1) PER POT, TWO (2) AS REQUIRED, VERIFY POT SIZE, 2) MULCH TOP OF SOIL, PER PLANTING PLANS, 3) FINISH GRADE 4) 1 /2" SCH. 80 RISERS, LENGTH AS REQUIRED, AND SCH. 80 PVC PVC FITTINGS (AS REQUIRED) 5) POT WATERPROOF SEALANT PER CONST. NOTES, OWNER APPROVAL, AND MANUF. 6) FILTER FABRIC PER OWNER'S APPROVAL 7) 2" PVC WITH ELECTRICAL SWEEP , DA YLITE INTO PLANTER AS SHOWN PER DETAIL, 8) 6" MIN, PEA GRAVEL H 8 9) INSTALL CLEAR MASTIC WATERPROOF 1 1 ~~lf----7 9 ~wr-~=~3 12 NOTE: ~16 ···················-·- PLANTER MIX SHALL INCLUDE AMENDMENTS AND POLYMER PER MANUF. RECOMMENDATION AND OWNER APPROVAL. * POT STYLE SHOWN IS DIAGRAMMATIC 17 SEALANT PER LANDSCAPE ARCH, 10) 2" PERFORATED DRAINPIPE 11) MIPT x SLIP MALE ADAPTOR 12) FPT x SLIP FEMALE ADAPTOR 13) ADJACENT PAVING PER CONSTRUCTION PLANS 14) IRRIGATION SLEEVE 15) DECK POT DRAINAGE WITH WEATHERPROOFING 16) SCH. 80 PVC 90 DEGREE ELBOW (OR TEE, AS REQUIRED), 17) PVC SU PPL Y LATERAL SECTION NOTTO SCALE POT IRRIGATION DETAIL I i 12-JN MIN. ABOVE HIGHEST OUTLET STATION I.D. TAG ~-WATERPROOF CONNECTION ~~=-------WIRE COIL 30 INCH. MIN. ANTI-SIPHON REMOTE CONTROL DRIP VALVE ASSEMBLY PER LEGEND : 1, : ,..,,--INSTALL 6-INCH MIN. ABOVE / HIGHEST POINT OF DISCHARGE -:-----uv RADIATION RESISTANT PVC SCH 40 MALE ADAPTER -----SCH. 40 PVC-UVR PIPE ,.>i~------PVC UNION INLINE PRESSURE REGULATOR ~ FINISH GRADE I PVC SCH. 40 ELL (2 RE .'D) ~I'"e?~vc scH. 40 LATERAL LINE ~ PROVIDE ENOUGH CLEARANCE BETWEEN /c VALVES FOR REMOVAL OF VALVE UTILI ING f 't,: ]~ UNION AND OUTLET SIDE OF ASSEMBLY TYP. I~ ,, 1' \\ .,,j 0 VALVE 1 VALVE 2 VALVE 3 TOP VIEW NOTES: 1. ANTI-SIPHON VALVE(S) SHALL BE INSTALLED A MIN. OF 12" ABOVE HIGHEST HIGHEST OUTLET ON VALVE CIRCUIT OR PER LOCAL CODE RE UIREMENT. 2. USE TEFLON TAPE ON PVC THREADING AND BETWEEN TWO DISSIMAILAR MATERIALS. 3. THE USE OF MARLEX STREET ELLS ARE NOT ALLOWED IN PLACE OF PVC SCH.40 STREET ELLS. ANTISIPHON REMOTE CONTROL VALVE 2 1 4 1) STATION I.D. TAG 2) WATERPROOF CONNECTION 3) WIRE COIL 30 INCH. MIN. 4) ANTI-SIPHON REMOTE CONTROL DRIP VALVE ASSEMBLY NOTES: 12-IN MIN. ABOVE HIGHEST OUTLET PER LEGEND. ) SCH. 40 PVC-UVR PIPE 6) FINISH GRADE 7) PVC SCH. 40 ELL (2 RE .'D) 8) PVC SCH. 40 LATERAL LINE 9) FILTER AND PRESSURE REGULATOR ASSEMlll Y PER LEGEND. 10) PVC UNION 11) UV RADIATION RESISTANT PVC SCH 40 MALE ADAPTER 1. ANTI-SIPHON VALVE(S) SHALL BE INSTALLED A MIN. OF 12" ABOVE HIGHEST HIGHEST OUTLET ON VALVE CIRCUIT OR PER LOCAL CODE RE UIREMENT. 2. USE TEFLON TAPE ON PVC THREADING AND BETWEEN TWO DISSIMAILAR MATERIALS. 3. THE USE OF MARLEX STREET ELLS ARE NOT ALLOWED IN PLACE OF PVC SCH. 40 STREET ELLS. 4. CLOSE NIPPLES OR BUSHINGS ARE NOT ALLOWED. SCH. 40 STREET ELLS. ANTISIPHON CONTROL VAL VE -LOW VOLUME NOTES: 1. SLEEVE BELOW ALL HARDSCAPE ELEMENTS WITH CLASS 200 PVC TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE WITHIN. 2. FOR PIPE AND WIRE BURIAL DEPTHS SEE SPECIFICATIONS. REFER TO ALL LOCAL AND GOVERNING AGENCY TRENCHING GUIDELINES AND RE UIREMENTS AND APPLY AS RE UIRED. 3. ALL SOLVENT WELD PLASTIC PIPING TO BE SNAKED IN TRENCH. 4. FOR WIRE W/0 CONDUIT -TIE A 24 INCH (24") LOOP IN ALL WIRING AT CHANGES OF DIRECTION OF 30 DEGREES OR GREATER. UNTIE AFTER ALL CONNECTIONS HAVE BEEN MADE. . TRENCHING SHALL BE KEPT AT A MINIMUM OF SIX (6") INCHES AWAY FROM HARDSCAPE. IRRIGATION MAINLINE PIPE (PRESSURI ED) LATERAL PIPE (NON- PRESSURE) WIRING IN CONDUIT NOTES: D E "'' "·-·--="" 10~ \__11 SFF\le,JKI..EF HE:.i\1) ······ --7 1) GROUND WIRE 7) VALVE CONTROL WIRES -ONE PER VALVE 2) POWER SUPPLY WIRES 8) CONDUIT 11 V A.G. 3) MASTER VALVE WIRE (OPTIONAL) 9) CONDUIT 24V A.G. 4) COMMON NEUTRAL WIRE 10) WALL MOUNT CONTROLLER ) PUMP CIRCUIT WIRES (OPTIONAL) 6) RAIN STAT WIRES (OPTIONAL) 11) SLW WEATHERSTATION IRRIGATION CONTROLLER 2 ~-3 4 ~-----6 ~------7 A 1) 1" IN TURF AREAS 2" IN GROUND COVER 2) ROUND PLASTIC VALVE 3) BALL VALVE 4) FINISH GRADE ) PVC MAINLINE 6) PVC MALE ADAPTER TWO (2) RE UIRED 7) ONE (1) CU. FT. OF PEA GRAVEL AT BASE OF VALVE BOX 8) 1/4" S . 16 GAL. WELDED WIRE MESH 1. ALL THREADED CONNECTIONS TO BE WRAPPED WITH TEFLON TAPE ORE UAL. 3 FL.OW 9 BALL VALVE/SHUTOFF VALVE B 7 1) 2" IN GROUNDCOVER 1" IN TURF AREAS. 2) RECTANGULAR VALVE BOX WITH LOCKING COVER HEAT BRANDED 'PR' 3) PRESSURE REGULATOR PER LEGEND 4) FINISH GRADE ) PVC NIPPLE LENGTH AS RE UIRED 6) PVC MAINLINE PER LEGEND 7) 1/4" S . 16 GAL. WELDED WIRE MESH 8) 6" MIN. PEA GRAVEL 9) PVC UNION. 10) PVC MALE ADAPTOR (ONE RE . EACH SIDE) Under Ground Service Alert o1 SoutMrn California CALL TOLL FREE 1-800-422-4133 TWO WORKING DAYS BEFORE YOU DIG APPROVED FOR /RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" SECTION VIEW RUN WIRING BENEATH AND BESIDE IRRIGATION MAINLINE. TAPE AND BUNDLE AT 10 FOOT INTERVALS. 1. ALL THREADED CONNECTIONS TO BE WRAPPED WITH TEFLON TAPE ORE UAL. RCE"'-37 .. 79 __ EXP.7/31/2017 DATE SECTION VIEW TRENCHING DETAIL F These documents are the property of LondCreative, Inc. and are not to be copied, reproduced, disposed of, either directly or indirectly, used for another project or any purpose whatsoever without expressed and written permission of LandCreativelnc. REVIEWED BY: PRESSURE REGULATOR C ll2,01 INSPECTOR DATE >----+--+-------------+-___, _ ___, __ .,___,~ CITY PL?N!NG~11s~~SBAD ~ ~ t---l----l---------------+-----l---1----1----l LANDSCAPE IilPROVEMENT PLANS FOR: The Ridge at Robertson Ranch 1---+--+----------------1-----1----¾-----11-AP_P_Ro_v_Eo_, __._l"""""uv"'· c..:\"-/-'c.i==i-c_.:-c..el8=\=..,;at-.,__ z, Z-">-l <,., I o---+---<>----------------+----ll---->---1-----1 ;;-P';;LA;:NN::;IN;:G::::===::-:============:::· WN Y: PAC ,__DA_U:_~I_Nlll_A_L-1-D_A_U:~_IN_lll_AL_, CHKD BY: ...l.lL_ OlHER APPROVAL CITY APPROVAL RVWO BY: 0~ DAU: INITIAL DESIGNER Of' WORK REVISION DESCRIPTION PROJECT NO, CT 13-03 DRAWING NO, 480-3T L @ IRRIGATION NOTES GENERAL NOTES I. IRRIGATION NOTES AND CONTRACTOR RESPONSIBILITIES 1. CONTRACTOR SHALL CHECK AND VERIFY ALL EXISTING SITE CONDITIONS UTILITIES AND SERVICES PRIOR TO TRENCHING. NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES IMMEDIATELY. 2. CONTRACTOR SHALL VERIFY STATIC WATER PRESSURE AT WATER METER MAIN LOCATIONS SI ES ETC. PRIOR TO BEGINNING WORK. NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING PLUMBING PERMIT AND ALL NECESSARY PERMITS PRIOR TO COMMENCING INSTALLATION. 4. CONTRACTOR SHALL REVIEW IRRIGATION SPECIFICATIONS PRIOR TO BEGINNING WORK. REFER TO TECHNICAL SPECIFICATIONS AND CONSTRUCTION DETAILS FOR INSTALLATION PROCEDURES. . PLANS ARE BASED ON INFORMATION AVAILABLE AT TIME OF DESIGN. CONTRACTOR SHALL FAMILIAR! E HIMSELF WITH EXISTING CONDITIONS PRIOR TO BIDDING PRO ECT. DO NOT INSTALL THE IRRIGATION SYSTEM AS SHOWN WHEN IT IS OBVIOUS THAT UNFORSEEN OBSTRUCTIONS GRADE DIFFERENCES OR DIFFERENCES IN AREA DIMENSIONS THAT WOULD RE UIRE A CHANGE IN THE SYSTEMS DESIGN. SHOULD CONTRACTOR DISCOVER ANY CONFLICTS WITH THESE DOCUMENTS WITH REGARD TO SITE CONDITIONS OR INSTALLATION GUIDELINES HEREIN HE SHALL NOTIFY THE PRO ECT MANAGER AND RE UEST CLARIFICATION. ANY CONTINUATION OF WORK IS AT THE CONTRACTORS RISK. 6. IT IS INTENDED THAT THE CONTRACTOR SHALL INSTALL SYSTEMS THAT ARE COMPLETE AND FUNCTIONING PROPERLY IN EVERY WAY. 7. ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE RE UIREMENTS OF THE GOVERNING AGENCIES. 8. PLANS ARE DIAGRAMMATIC AND APPROXIMATE. ALL VALVES AND OTHER IRRIGATION E UIPMENT SHALL BE LOCATED IN PLANTING AREAS AND WITHIN THE RESPECTIVE PROPERTIES. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH OTHER TRADES. 10. PRESSURED MAINLINE PIPE SI ED 11/2" AND SMALLER SHALL BE IPS RATED SCH. 40 PIPE. PRESSURI ED MAINLINE SI ED 2" AND LARGER SHALL BE IPS RATED CLASS 31 PIPE CONFORMING TO ASTM STANDARDS. MAINLINE SHALL BE BURIED A MINIMUM OF TWENTY-FOUR (24") INCHES DEEP WITH SOLVENT WELD OINTS. 11. NON-PRESSURE BURIED LATERAL LINE PIPE SHALL BE PRESSURE RATED SCH. 40 PIPE WITH SOLVENT WELD OINTS FROM NSF APPROVED PVC COMPOUND ASTM CONFORMANCE BURIED A MINIMUM OF TWELVE (12") INCHES DEEP. 12 SOLVENT PRIMER AND CEMENT SHALL CONFORM TO ASTM STANDARDS. 13. SOLVENT FITTINGS AND THREADED FITTINGS SHALL BE SCH. 40 EXCEPT WHERE NOTED. THREADED NIPPLES SHALL BE SCH. 80. USE TEFLON TAPE ON THREADED FITTINGS PER MANUFACTURERS SPECIFICATIONS. 14. ALL IRRIGATION E UIPMENT SHALL BE AS LISTED IN THE LEGEND. ANY SUBSTITUTIONS SHALL ilE APPROVED IN WRITING BY THE OWNER AND/OR LANDSCAPE ARCHITECT. 1 . COPPER PIPE AND FITTINGS SHALL BE TYPE K SOLDER FITTINGS AND SHALL BE IN ACCORDANCE WITH AND CONFORM TO ASTM STANDARDS. 16. CONTROL WIRE SHALL BE MADE WITH DIRECT BURIAL COPPER WIRE AWG-UF 600 VOLT UL APPROVED. CONTROL AND COMMON WIRE SHALL BE 14 AWG-UF UNLESS OTHERWISE NOTED OR LOCAL CODES OR RE UIREMENTS STATE OTHERWISE. MINIMUM WIRE SI E SHALL BE 14 AWG-UF. ALL WIRE SHALL BE BURIED A MINIMUM OF EIGHTEEN (18") INCHES DEEP WHERE APPLICABLE. CONTROL WIRE APPLICABLE TO PODIUM DECK TYPE PRO ECTS SHALL BE INSTALLED IN CONDUIT. SUSPENDED BENEATH PODIUM DECKING OR AS COORDINATED WITH CONTRACTED ENGINEER. COMMON WIRE SHALL BE WHITE OR OF A DIFFERENT COLOR FROM CONTROL WIRES. TWELVE (12") INCH EXPANSION CURL SHOULD BE PROVIDED WITHIN THREE (3') FEET OF EACH WIRE CONNECTION. ALL WIRE SPLICES SHALL BE MADE WITH APPROVED WIRE CONNECTOR SEALING PACK. ALL SPLICES SHALL BE MADE AT VALVE BOXES OR CONTROLLER ONLY. NO OTHER WIRE SPLICES WILL BE ALLOWED UNLESS APPROVED BY OWNER. USE ONLY ONE SPLICE PER CONNECTOR. 17. TRENCHES SHALL NOT BE BACKFILLED UNTIL ALL RE UIRED PRESSURE TESTS AND ANY OTHER TESTS RE UIRED (PER LOCAL AGENCY OR CODE) ARE PERFORMED. 18. A NEW CONTROLLER SHALL BE INSTALLED TO OPERATE REMOTE CONTROL VALVES. VERIFY PROPOSED CONTROLLER LOCATION WITH PRO ECT ENGINEER PRIOR TO CONSTRUCTION. ELECTRICAL P.O.C. PER MANUFACTURERS SPECIFICATIONS 19. CONTRACTOR SHALL BE RESPONSIBLE FOR SLEEVES AND CHASES UNDER PAVING THROUGH WALLS ETC. UNLESS OTHERWISE NOTED. 20. NO CLOSE NIPPLES OR CROSSES WILL BE USED. 21. CONTRACTOR SHALL AD UST ALL IRRIGATION HEADS TO FULLY COVER ALL PLANTING AREAS. 22. FLUSH ALL PIPE CLEAN PRIOR TO INSTALLING IRRIGATION HEADS. 23. CONTRACTOR SHALL AD UST PRESSURE REGULATOR TO ENSURE PROPER DESIGN PRESSURE AT THE FURTHEST HEAD ON THE SYSTEM. 24. CONTRACTOR SHALL INSTALL CHECK VALVES FOR ALL COMPONENT OPTIONS WHEN AVAILABLE (I.E. OVERHEAD SPRAY/ROTOR BODIES DRIPLINE ETC.) OR INLINE CHECK VALVE ASSEMBLIES (PVC RISER ASSEMBLIES PVC SUPPLY LATERAL LINES FOR SLOPES) FOR ALL OTHER CONDITIONS IN ORDER TO PREVENT LOW HEAD DRAINAGE AND ENSURE NO RUNOFF OCCURS. 2 . ALL IRRIGATION E UIPMENT AND ALL ITS COMPONENTS MUST BE FULLY INSTALLED AND OPERATIONAL PRIOR TO INSTALLATION OF PLANT MATERIAL. 26. TURNOVER ITEMS: CONTRACTOR SHALL PROVIDE A WRITTEN GUARANTEE AS TO ALL WORKMANSHIP AND MATERIALS FORA PERIOD OF ONE (1) YEAR AT THE TIME OF FINAL INSPECTION AS PART OF THE TURNOVER ITEM. CONTRACTOR SHALL PROVIDE A WRITTEN LETTER OF CERTIFICATION THAT THE IRRIGATION SYSTEM IS FREE FROM DEFECTS IN WORKMANSHIP AND MATERIALS AND IN FULL COMPLIANCE WITH SPECIFICATIONS AND DRAWINGS. 27. THE CONTRACTOR SHALL PREPARE AN AS-BUILT DRAWING SHOWING ALL IRRIGATION INSTALLATION. THE AS-BUILT DRAWING SHALL LOCATE ALL PIPING AND VALVES BY SHOWING EXACT MEASUREMENTS FROM HARDSCAPE OR PERMANENT FEATURES. II. WATER INFORMATION WATER INFORMATION WAS OBTAINED FROM: SOURCE: CARLSBAD MUNICIPAL WATER DISTRICT ----~~--~-~~~--------- CONTACT :~_C=H~R=I S~G=L=A~S=S=E=N~------------- CONTACT INFORMATION: (760) 602-2420 ----~~~--------- DATE: ___ ~N~O~V=E=M=B=IE~R~1~7~2□~1~------------ -------------------------------~---------~.;:;; II. IRRIGATION FIELD OBSERVATION INSTALLATION TESTING AND AD USTMENT PROCEDURES @ PRESSURE LOSS CALCULATIONS PRESSURE LOSS CALCULATION FROM EACH MODEL HOME PLAN PROJECT: The Ridge -Lot 1X WATER fNFORMATION Water Distrlct/Pwvevor: City of Carlsbad -Engineering Contact Information: (760) 602-2750 IRRIGATION PRESSURE LOSS CALCULATIONS Flow Demand j ,:,:;pm 1/2" PVC Lateral Irrigation Type 3/4" PVC lateral Operating Pres%Jre j.(} PSI 1" PVC Lateral 25 DATE: 12/3/15 PROJECT: The Ridtie -lot 2SC WATER INFORMATION Water District/Purveyor: Clty of Carlsbad -Engineering Contact Information: (760) 602-2750 IRRIGATION PRESSURE tOSS OUCUlATJONS 0.00 flow Demand I gpm 0.00 Irrigation Type ,---- 5 0.04 Operating PresstJre I El psi DATE: 12/3/15 PROJECT: The Rrdge ~ lo:t 4T DATE, 12/3/15 WATER INFORMATION Water District/Purveyor: Gty of Car!sba d -Englneerlng Contact Information: (760i 602-2750 IRRIGATION PRESSURE LOSS CALCULATIONS . • Valve Station Number ,\S Flow Demand J gpm 1/2" PVC Lateral 0.00 3/4" PVC Lateral D.JO Irrigation Type 3/4-" PVC Lateral D.DO 1" PVC Lateral :20 1 0.00 Operating Pressure ?,{; !psi 1 ''· PVC Lateral 65 1 o.m A. FIELD OBSERVATION COORDINATION: THE FOLLOWING OBSERVATIONS SHALL BE INITIATED BY THE CONTRACTOR AND COORDINATED THROUGH THE OWNER ( OB SUPERINTENDENT). THE CONTRACTOR SHALL NOTIFY THE OWNER ( OB SUPERINTENDENT) AND LANDSCAPE ARCHITECT NOT LESS THAN FORTY-EIGHT (48) HOURS IN ADVANCE OF ANY OBSERVATION. CONTINUED WORK WITHOUT OBSERVATION AT THESE PHASES OF WORK IS AT THE CONTRACTOR'S RISK WITH ANY RE UIRED CHANGE OR MODIFICATION AT THE CONTRACTOR'S EXPENSE. THE OWNER ( OB SUPERINTENDENT) SHALL INFORM THE LANDSCAPE ARCHITECT AS TO THE PURPOSE AND TIME OF THE OBSERVATION FORTY-EIGHT (48) HOURS IN ADVANCE. Eleva:t1on of Highest Outlet 148 f~et 1-1/4" PVC Lateral 000 Elevat!on-of Highest Outlet 149 feet 1-1/4" PVC Lateral (lJlO Elevation of Highest Outlet JSI feet 1-1/4" PVC Lateral IJ.Q(_) - B. CONTRACTOR ORIENTATION/PRE-CONSTRUCTION MEETING: THIS MEETING SHALL BE CONDUCTED TO DISCUSS THE PLANS AND SPECIFICATIONS POSSIBLE DISCREPANCIES SITE CONDITIONS 1-1/2" PVClateral 0.00 1-1/2" PVC Lateral 0.00 1-1/2" P\1C lateral o.m 2" PVC lateral 0,00 2" PVC lateral 0.00 2" PVC Lateral 0.00 Hydrauk Grade Line i 446 fed 2-1/2'' PVC Lateral O.QO 2-1/2" PVC Lateral 0.00 2-1/2" PVC later.al O.CD AND OTHER ASPECTS OF THE PRO ECT IRRIGATION WORK SUCH AS PERSONNEL SCHEDULE AND RE UIREMENTS FOR STARTING WORK. PRIOR TO THE MEETING THE CONTRACTOR SHALL THOROUGHLY Water Meter Elevation I 148 feet Total Lateral Une Loss OCH-Total Lateral Line Loss 0.00 Water Meter Elevation Total later.al line loss 0.01 AC UAINT HIMSELF WITH SITE CONDITIONS AND THE PLANS DETAILS AND SPECIFICATIONS. C. IRRIGATION MAINLINE AND E UIPMENT LAYOUT: THIS OBSERVATION SHALL BE PERFORMED BY THE OWNER ( OB SUPERINTENDENT) FOLLOWING STAKING OF ALL PRESSURE MAINLINE AND CONTROL E UIPMENT VERIFICATION OF ALL SITE CONDITIONS AND PRIOR TO ANY TRENCHING. ANY DISCREPANCIES NOT PREVIOUSLY NOTED SHALL BE CORRECTED AT THIS TIME TO THE SATISFACTION OF THE OWNER ( OB SUPERINTENDENT) AND LANDSCAPE ARCHITECT AT THE CONTRACTOR'S EXPENSE. D. IRRIGATION MAINLINE AND PRESSURE TEST: THIS OBSERVATION IS FOR THE PURPOSE OR REVIEWING ALL MAINLINE LAYOUT FOR CONFORMANCE TO SPECIFICATIONS AND VERIFYING THE WATER TIGHTNESS OF PRESSURE SYSTEMS PRIOR TO BACKFILLING TRENCHES. PRESSURE TESTS MUST CONFORM TO MANUFACTURER'S SPECIFICATIONS. ALL PRESSURE LINES SHALL BE TESTED UNDER A SUSTAINED HYDROSTATIC PRESSURE OF 1 0 POUNDS PERS UARE INCH FOR A PERIOD OF NOT LESS THAN TWO (2) HOURS. THIS Static Pres:.ure at poc ==== Watec Secvice r OOJ Wate, Mete, r 07 f------+- 8 a c kfl ow Preventer f------+--------i Basket Strainer ; ---+--------i Pres.sure Regulator 1--1/ -I-" 1 ~-~----, Master Valve ~--~-----i Flow Sensor f------+--~ Gate Valve H/4" l f----f-----+---f--------i Other f-----t------i Remote Control Valve ~--~-----i Total PDC Equipment Lo,ss 1" PVC Mainline f------+--- 1 -1 / 4" PVC Mainline 135 0.24 ~--+--- 1 -l / 2" PVC Mainline l\00 ' 2" PVC Mainline Q.00 f------+--- 2 -1 /2" PVC Mainline 0,110 f------+--- 3" PVC: Mainline 0.00 ~-- Total Mainline loss Pressure Loss/Gain to Elevation{+/-)[-o .. o:=J Presswre Loss: 35.7 Tota! Pre:ssure Loss w/ Elevati-0n -35.7 Static Pressure atP.O.C. ! 129 C------ccc-:----j Press. Req. 'd@ f'OC (10% Safaty) 393 Residua! Pressure Ir::,,_,-.. "'~o~----c-1· Pump Required [ KO * Recommended settlngfor pressure regufa1tor at P.o.c.l ~ ~__._:_._.:~__:iiJ:"'··i,'-, _::~:;;r Water Servi.ce I f---~-t-=----i Water Meter , l' 0.05 ----'---~~ Backflow Preventer , f---+------i Basket Strainer f---+------i l Pressure Regulator l-1/+'· --+------i Master Valve f--------- F low Sensor f---~c--t---,------i Gate Valvfl H/4' l f---~-t-~----i Other f---+-----' Remote Control Va)v-e ~--,----------i T ota I POC Equipment Loss 1" PVC Mainline · ---t------i 1-1/4" PVC Malnllne 125 0.Ql f-----+-------i 1-1/2" PVC Mainline 0.00 f-----+--- 2" PVC Mainline tl.00 f-----+--- 2 -1 / 2" PVC Mainline -~· ---+-0_00----i 3" PVC Mainline i OfJQ ~--i---- Total Mainline Loss 0.01 Pressure Loss/Gain to E!evatlon {+/-)[ 0,0 Pressure Loss ! 35J Total Pressure Loss w/ Elevation · 5:5.3 Static Pressure at P .O.C. i 129 Press. Req. 'd@ POC (10% Safety) 38..S Residua! Pressure r .... /io: Pump Required I NO * Recommend.ed setting for pn~ssure regulator at P.O.C. rf-_:::_.:-, ... ,4-_t,-'i; ~;':, I Water Service (l_(lJ t-------Water Meter O.Oi t----t---- 8 a c kf ! ow Preventer f-----+---8 ask et Strainer Pressure Regulator • 1~ 1/4' 1 ---+---MasterValve · t----,----F low Sensor f-----cc--t---,---G ate Valve I 1·1,14' 1 t----,---- Ot her : ---+---Remote Control V:a!ve · ~--+---Total POC Equipmentloss 2.t16 1" PVC Mainline t----t------- 1 -1 / 4" PVC Mainline 150 0.01 1--- 1-1/2" PVC Mainline 0.00 t----+----- 2" PVC Mainline 0.00 2-1/2" PVC Mainline 0.00 t----~--3" PVC Mainline 0.00 ~--+--- Total Mainline LOS$ Pressure loss/Gain to Elevation (+/-ll ,-0.4 I Pressure Loss f2J Misc. Fittings {lO'¼J 3.2 Pressure Loss 353 Total Pressure Loss w/ Elevation , 3-.J.7 Static Pressure at P.O.C. 128 Press. Req. 'd@ Poe {1.0% Safety) 393 Residua[ Pres.sure &~ - Pump Required I KO * Recommended setting for pressure regulator at P.O.C =nn=qfl=ll=lill~_ ... J TEST SHALL BE PERFORMED IN THE PRESENCE OF THE OWNER ( OB SUPERINTENDENT) TO MANUFACTURER'S ACCEPTED TESTING PROCEDURES AND APPROVED IN WRITING BY THE OWNER ( OB SUPERINTENDENT) PRIOR TO BACKFILLING ANY TRENCHES. CONTRACTOR SHALL FURNISH NECESSARY FORCE PUMP AND ALL OTHER NECESSARY TESTING E UIPMENT. PVC; Pfpe NQte: Sch. 40 jo/ I"-11/2n, CJa;s 315 for 2" and larger for mainline. All iaterul lin-e-s or~Sch, 40data, PVC Pipe Note; Sc/J. 40 for l"-1 V2'', Closs 3.l$ for 2" rtnd larger for mainline. AJI lotero/fi(,es are Sc/;. 40 dar;a. PVC Pipe-Nate:: Sch. 4/Jfor l"-11/2", Class 315fQr 2" and larger for mai11/ine, All iaterat{fnes are Sch. 40data. Datu h ba<.<cJ unJ;lcil"'-\11. indu~LT\' ;i.,,cl ll' ... anufa.cturcr srnnd.'J'cis. C alculatinn.'l provided ht1Y~hall be U3ed as .aguidciln.e mtlr, Aftual i:.'dsting field couditwm =r dil::er i:-o-mihfonn.atXm ~ho,,11here and may r~quire acidiri.urralsystelh adju~L:nents. J»t;,.i:, ba,~1:1:l on ?';ener:a1 indu,try and marrnfatturer oui1.,,.;:l;rr,:ls. Cu.ktil:u:ion> p::;o,1Jtd h,:rt'shcll be u~ed % .a.~Jii..lelirn:onlv. Acnu:J. \:Xi~lmg fie)d;::m1diti,m~ reay dl.iler £mm h1funnation shown hcrt m;.d may .!"equir~ ,1ddkio11al;;.ysteir, adjust.mentE Dc:1.i.1 Is bwsc.x!on_g;meral irdu1-try and Jllill1UhcrnrrrsLandard'3. Cakuli,tion'l pronded here sl-,...ail he used as J.;41.liJ.di..'1.e onl<,. :\..s.:tmJ ~~Lini -fi.cld -:CT1diti01:s IT'J.}" <lilk1: b:om illK>rrmllion dcfJ'.'11 here ,:ind nay noquire-addi:tioniI. "';·smn adj u~'l.lncr1l~. E. PROGRESS INSPECTIONS: PERIODIC INSPECTIONS SHALL BE PERFORMED BY OWNER ( OB SUPERINTENDENT) DURING THE LAYOUT OF ALL LATERAL LINE SYSTEMS WITH TRENCHES OPEN TO VERIFY CONFORMANCE TO DETAILS DEPTH OF PIPE AND E UIPMENT ASSEMBLIES. F. IRRIGATION COMPLETION/COVERAGE TEST: THIS OBSERVATION IS TO INSURE CONFORMANCE OF ALL IRRIGATION E UIPMENT WITH IRRIGATION CONTRACT DOCUMENTS AND WILL CONSIST OF OPERATION OF EACH SYSTEM TO INSURE INTENDED COVERAGE. THE CONTRACTOR SHALL FLUSH AND AD UST ALL HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVERSPRA Y ONTO WALKS ROADWAYS AND BUILDINGS ETC. PRIOR TO THIS OBSERVATION. THIS MAY INCLUDE CHANGES IN NO LE SI ES AND DEGREE OF ARC TO OPTIMI E OPERATION. I AM FAMILIAR WITH THE RE UIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL AND WATER EFFICIENT LANDSCAPE REGULATIONS. I HAV!: PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL AND AGREE TO COMPLY WITH ALL RE UIREMENTS WHEN SUBMITTING CONSTRUCTION DOCUMENTS. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE <l<'.EB"t:.ltJ<ll;tONS TO PROVIDE EFFICIENT USE OF WATER. . . ✓ // _ _. . .;t<J, "-· ~-, 8/13/2015 NATURE DATE @ IRRIGATION LEGEND REFER TO IRRIGATION PLAN SHEET Ll1.01-.03 (/) 0 <( w ::r: O'.) =, Ck'. ::r: (/) (/) w w Ck'. I- SYMBOL POT BUBBLER * DRIPLINE ~ BUBBLERS MANUFACTURER RAIN BIRD RAIN BIRD RAIN BIRD © IRRIGATION EQUIPMENT LEGEND REFER TO DETAIL SHEET L2.0I SYMBOL DESCRIPTION SPECIFICATION DETAIL SHEET REFERENCE Q -- e WATER METER PRESSURE REGULATOR GATE VALVE IRRIGATION CONTROLLER REMOTE CONTROL VAL VE REMOTE CONTROL VAL VE LOW VOLUME ASS EMBLY PVC MAINLINE PVC LATERAL LINE IRRIGATION SLEEVING SUBSURFACE DRIPLINE MANUAL FLUSH VALVE WATER METER (POTABLE), VERIFY SIZE AND LOCATION IN FIELD. WILKINS I" PRESSURE REGULATOR, 70XL SERIES. NIBCO BRASS BALL VALVE, SIZE PER MAINLINE. WEATHERMATIC SL-1600 IRRIGATION CONTROLLER WITH EXPANSION MODULES AS REQUIRED. CONTROLLER FEATURES INCLUDED ARE FOUR (4) PROGRAMS (ABLE TO OPERATE CONCURRENTLY WITH EIGHT (8) START TIMES PER PROGRAM), RUN/SOAK CYCLES BY PROGRAM, FLEXIBLE CALENDAR PROGRAMS (OMIT TIME OF DAY WINDOW, DAY(S) OF THE WEEK, AND UP TO SEVEN (7) CALENDAR DATES, CUSTOM DAYS OF THE WEEK, ODD/EVEN, OR INTERVAL DAYS), SEASONAL% ADJUST, RAIN DELAY OF 1-7 DAYS. INTERNAL 120 VAC TRANSFORMER INCLUDED. IRRIGATION CONTROLLER SHALL BE WEATHER BASED (CONTRACTOR SHALL INSTALL WEATHERMATIC SLW5 WIRELESS WEATHER SENSOR FOR ET BASED WATERING). INSTALl IRRIGATION CONTROLLER IN A WALL MOUNT IN ACCESSIBLE LOCATION. INSTALL PER MANUFACTURERS SPECIFICATIONS. RAIN BIRD REMOTE CONTROL VALVE ASVF SERIES, SIZE PER PLAN. RAIN BIRD REMOTE CONTROL VALVE (LOW VOLUME ASSEMBLY) MODEL XACZ-075-PRF (.2-5.0 GPM). SIZE PER PLAN. SCH. 40 PVC MAINLINE FOR SIZES 1-1/2" OR SMALLER. CLASS 315 PVC MAINLINE FOR SIZE 2" OR LARGER. (SEE LOCAL CODES). SIZE PER PLAN. CLASS 200 PVC LATERAL LINE (EXCEPT FOR 1/2" SIZE, SHALL BE SCH. 40 PVC LATERAL LINE. BURY 12" BELOW GRADE (SEE LOCAL CODES). SIZE PER PLAN. IRRIGATION SLEEVING SHALL BE SCH. 40 PVC PIPE WITH MINIMUM I&' COVER. SCH. 80 UNDER ROADS WITH MINIMUM 36" COVER. PER CITY REQUIREMENTS. NETAFIM TECHLINE CV SUBSURFACE DRIPLINE. INLINE EMITTER FLOW RATE SHALL BE 0.4 GPH (.007 GPM) WITH A ROW SPACING BETWEEN 18" -24" IN SHRUB/GROUNDCOVER AREAS AND l 2"-18" IN TURF. INLINE EMITTER INTERVAL SHALL BE 18" O.C. FOR SHRUB/GROUNDCOVER AREAS AND 12" IN TURF. INSTALL FIRST ROW OF DRIPLINE 2" FROM HARDSCAPES (4" FROM SOFTSCAPES WHERE APPLICABLE). TECHLINE CV SHALL BE BURIED AT A CONSISTENT DEPTH BELOW THE SURFACE (WITH A MAXIMUM DEPTH UP TO 6"). REFER TO SOILS REPORT FOR SOIL TYPE AND SPACING REQUIREMENTS PER MANUFACTURERS RECOMMENDATIONS. INSTALL PER MANUFACTURERS SPECIFICATIONS. DRIPLINE FLUSH VALVE PRECIP. GALLONS PER MINUTE (GPM) SPECIFICATION OPERATING PRESSURE ( P .S. I.) RADIUS OF THROW (FT.) RATE (IN/HR) 360° 180° 90° VAR. ADDITIONAL NOTES DETAIL SHEET REFERENCE PCT-05 BUBBLER XFS DRIPLINE RWS-M-B-1401 (2 PER TREE) 30 45 30 0.08 (5 GPH) 0.01 (0.6 GPH) 0.25 INSTALL FOR SHRUB-POT IRRIGATION, ONE (1) OR TWO (2) PER POT AS NEEDED PER POT SIZE. SUBSURFACE DRIPLINE WITH INLINE EMITTERS 18" 0.C. AND 18" ROW SPACING DEEP ROOT WATERING TUBE-2 PER TREE. REFER TO ARBORISTS REPORT FOR WATER REQ.'MNT Ll2.01 -I Ll2.01 -G,K,L Ll2.0I -J Ll2.01 -C Ll2.0I -B Ll2.01 -A Ll2.0I -D Ll2.0I -E Ll2.01 -B,C,D,E,F Ll2.0I -D,E,F,l,J Ll2.01 -G,K,L Ll2.0l -H NOTE I: CONTRACTOR SHALL REFER TO SOILS REPORT WHEN SCHEDULING IRRIGATION RUNTIMES. NOTE 2: INSTALL CHECK VALVES ON SHRUB HEADS ON RISERS TO PREVENT LOW HEAD DRAINAGE, TYPICAL. ll3.0l Under Ground Service Alert of Southern California CALL TOLL FREE 1-800-422-4133 TWO WORKING DAYS BEFORE YOU DIG APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE3779 EXP.7/31/2017 DATE REVIEWED BY: INSPECTOR DATE NOTE 3: IN AREAS WHERE RAIN BIRD 1401 SERIES BUBBLERS DO NOT PROVIDE ADEQUATE COVERAGE DUE TO SITE ISSUES (SLOPED AREA, PLANTING LAYOUT CONFIGURATION, ETC.), CONTRACTOR SHALL CONSIDER RAIN BIRD 5 SERIES MPR STREAM BUBBLERS (WITH APPROPRIATE PCS SCREEN FOR RADIUS ADJUSTMENT AND FLOW APPLICATION RATE CONTROL) IN THOSE AREAS. These documents are the property of [=====c====t2l~=============================1=====r====r====Jc===Jr;::;::::;;;;;~::;;:;;::;;;;;;:::;:;;;::: LondCreative, Inc. and are not to be ~ CITY OF CARLSBAD m NOTE 4: IN PLANTING AREAS WHERE LOW GROWING GROUNDCOVER OR SHRUBS ARE PLANTED, A 12" POP-UP SPRAY BODY SHOULD BE USED TO ALLOW FOR SPRAY TO REACH DESIRED RADIUS PATTERN UN-HINDERED BY PLANT MATERIAL. TALL GROWING PLANT MATERIAL SHALL UTILIZE A POP-UP SPRAYBODY THAT ALLOWS FOR SPRAY TO IRRIGATE BELOW /UNDERNEATH PLANT FOLIAGE FOR IMPROVED IRRIGATED SPRAY RADIUS PATTERN. DETERMINATION SHALL BE MADE BASED UPON FINAL PLANTING LAYOUT, AND ANY CHANGES TO POP-UP HEIGHT SHALL BE MADE PRIOR TO INSTALLATION, AS REQUIRED. NOTE 5: CONTRACTOR SHALL ADJUST RADIUS ON SPRAYHEAD BODIES SO SPRAY IRRIGATES ONLY WITHIN DESIGNATED PLANTING AREA, AND TO AVOID ANY OVERSPRAY ONTO ANY HARDSCAPE SURFACES, INCLUDING, BUT NOT LIMITED TO BUILDINGS, WALLS, FENCES, AND WALKWAYS. CONTRACTOR SHALL UTILIZE RADIUS ADJUSTMENT SCREWS ON NOZZLES AND/OR APPLICABLE MANUFACTURER DEVICES SUCH AS NOZZLES SCREENS) TO ACHIEVE PROPER THROW OF RADIUS, AS NECESSARY. copied, re produced, disposed of, 1---1---+------------------t---+---t------,f----l either directly or indirectly, used for 1---1---+------------------t---+---t------,f----l another project or any purpose whatsoever without expressed and ,_ __ ,___---1----------------->-----1---+----<f--------i written permission of LandCreativelnc. D l£ INITIAL OESJGNER OF' WORI< REVISION DESCRIPTION DATE INITIAL DlHlR APPROVAL DATE INITIAL CITY APPROVAL 0 PLANNING DIVISION 8 LANDSC IMPROVEMENT PLANS FOR: The Ridge at Robertson Ranch I APPROVED: 1d-\4;a~ -Z--z.~,H., PLANNING OWN BY: l:!8C PROJECT NO. DRAWING NO. CHKD BY: 0~ CT 13-03 480-3T RVWD BY: Of_ . I \ K:\lrrigation\lrrigationProjects\Lond Creative, lnc\Toll Brothers\The Ridge Models-Carlsbad\WD\LCI. 15008-Ll3.0l-Legends & Speciflcations.dwg __J ; I L @ IRRIGATION CALCULATIONS MODEL WATER EFFICIENCY LANDSCAPE ORDINANCE (AB 1881) WELO WORKSHEETS LANDSCAPE MANUAL APPENDIX 12 1"-25(Cl Manning Dhii$!ort . : lB35, f;uBd_ay Airs'luE- . -{760} 60:t-4610 \.1/V',w ,,;;z;i-lstew;i,hg<a WA iER EFFielENT LANDSCAPE WORKS'ru:ET -.. __,_-.-... ·.Thi$ .. workSh~t ~ fi!,l~-J,mt_:_1;iy ... the. _:projeci_ a~;IJ~nf·~:~d _ it ls ·a _-r,equ~ed element of -the Land_soap'e. l)oo-urnentatiOn Pad<age-.: ---- HYDRQZONE INfORMA TION TABLE . . .. . . < . . ·. PlfiaSf:t comp~te: the: hydru.zone tab!e(s) f-ot each hydfozone, Use as many 'tables 'f.1-trnecessary ·, to. proVKie thq; squar0 roorage of t~rn:tscap:e_ area per tiyctr,ozone, · . . > [con~oli~{i Hi~~om,* . ~~ i ~~-1~,~~=io,-I ~~~.) 7·~~:~=~·1-.• 1--~--Valve t I (f:'!') 1 . -· -~·-'""-·!'-r~. -1 ® ·1;, A,~ ., MOO!.!:/!<A1'E f L~.,:#-1, 'nmr-·-v.s---i-400,_·_, l. 15.4% ·_j;"" f--"'"'----+--"W,JDE'PJfff. . i 2,3.6Jtl:" at.lBaLER . O.!.i . :)gj---. · I 12.3 % . M~--LOW"""'"··-~r-T,'9-i__ ........ DR!P __ _,,,,9;.'-t-... _,,--~~_______j__~: ...... :i-.::.~ .. 5.8_% _______ . ···----! _g_ ·_<\ M~_:A~=-: _____ ?~ey~n .. +.Bu~:~ER -:::: -. 1 •• ;:~;~i:::-::-_ I zg_~~ I . -·-·"··-··@.·_,..:_c... --------------------·-------r--: i-:---·-···-··.@.;,._~--': __ I MOlJfiP,ATB ·. _-u;7;~o.i;;,_18,!"_: :R1.it'.ii:tLER-· ,_,._.~9-:_5. _ _ _ i-___ · 123 3.0 % C M0otRATE _. H;°.9---1 :, ;..R;------·=•---O}L --1 592 18_6 % f.--~--+~==---,i--1/l=---1----" _;"""""'·"£..,, . ..:--MQDS'l'.i\f§ 2---t.1_fl.J'J BLiBBhm, 0.5 ; 198 6.2 % , ;.c.1Pc.O,cO,,Lsci+. ··~;.,.-DH1'1Ge;Hcc·+· -+--'---+~Po,00;0o,L,_--4_--l!.L_~_·. 41 __ c,5cc53'--'--l-C-1~7~.3;.<~o __ _, r -1. * Hydrozonf) VLW -Very Low WMfef Ilse Plants LW • Low Water Use .Plents MW -M-Ddersttf Wat?r US-€! Plants -_ f:1W-,.. Hlgft: v!later U-$_0 Plant~_. "*lrri{!allan MetiKJ() MS ""MiCf(;h!ff)f'tW S; Spray R "'-Rotor a~Bubbier --_:_./::-:-')g:;, ~Pr HYDROZONE MAP MODEL LOTS l X. 2SC & 4T ";,<,-Plant P$dti;r from wucot.s··w-o.r- !IM as water fi)f.itom as fipp(riptji.W ........................................................ ' ......................................................... . . . ·1 . . . . . . . . . • • • • • • • w ;_ ········-----..i. . . . . . . . . . . . . . . . . . . . . ' . . . . . . . . . . . . . . ....... ·:::. ·. ·::.·:::.·: ::.·:;-. ·:: ::. ·: ::::.·: • • • • • • • • • • • • • • • • • • • • i • • • • • • • • • • • • • • ...................... , ............... --. . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . LIMIT O WORK ! LOT 103 Plan 1X-M Cadencia Elev: 'Manor' ., ♦· . . . . . . . . ! ...... --.... . . .. ... . . . . . . . . . . . . . . H:.: F.FI:. •Lit,:::::::::::: . . . . . . . .. . . . . . . . . . . . . . . . . .. .. . . . . . . . .. . . . . . . . . . . . . . . . . . .. . . . H . ···•··•·:-: •i :• :•: •: • :• :•: •i :• . . . . . . . .. . . . . . . . . . . . . . . . ' .. . _, ........... . . . .. . . . . . . . . ............ K:\lrrigation\lrrigationProjects\Land Creative, lnc\Toll Brofhers\The Ridge Models -Carlsbad\ WD\Lc:'.1 . J5008 -Ll3.02-Hydrozone Map.dwg ········+ . 11/!AXJMUM APP!.JEV WATER ALLOWIWGI: . A:.iarn;isca.pe project subject to the_ Wat~.r ;.t-:fficient :Larn:l:sr4"lB Ordi_n_ance sha!f include the MAV'-/.A. fur _the pJans, inc!Uding the -calculations usect -t◊ determin.@ lrie-MAWA. A:1ar.:..6.sc.-"1:Jp0 · -pr6J¢:ct -shah noi exceed the MAV\tA, The MAWA for a. land$cape l'.)rQJ~6t shai! be deterrriined by - _._-_jhE; -~Ollowifl9_equatio!}:-----· -· -__ MAW/\. {EToJ(0.62)!{0.7 X U\j.+ {0,3x suii :: :rn~{ abbrevietions 1Jsed in the equation haVe the roikiW1n'g_ ·rhijPir,_gs: _; _ _.:-___ -.. :--_: M~WA __ . _---Ma~muin __ Applied Wafer J:\~~wanoo ln j;f~li◊D~J?i".Y-1;:~c--: :_ ,;,.--.--:e:r-0: -Eva·potran$p!ration1n inch:eS per year: . · ._,· · :: .-:·-----· -- --"::-/?;": _0)'32-__ -:_ --Co~ver~Ort factortc(galionS per sqoore foot ::. :--., j ::{:,:;:_: .. · -___ - 0:7 £T adjust,11enlfacf<:i!.(tf AF)for plant factors aruj lrrigae-0n efficiency. · · -LA L-andscape·cr are-a ir@udei fpeciat landscaped ar;ea·· fti sqm~fe feet · 0.3 The ·;.:idditiooa! ET adJi.lstment _factor for--a $f)eeiaf, l$hds_capea area (1 JJ -~ 0.7 -tt_ Q,3) .•. > .. ··· ... · ·. $LA S;,ec!al landscaped area in square feet •. ; Sh~w Calcullllion: ;;: {47,o(o/.tt;. wn x 3190) + (ft~{ i(sL;P,)j _'_ ............................ ;_{2-R 1_4)i( 22-3~ --;--:::: 0}_ "' 65,070 LIMII OFWOR< cW.ll C)f 11,'0RK ------------------------ ESTlMA TED TOTAL WATl$R US11, A landscape project S-Ubject t:b-th~ Water Efftcfent ylfid$.ca"p¢ O_rdtnance ijha1l 1nch.ide tha -ETVVV for the plans, !nC!ut.Hng the -calcdatt◊M use~ ti) deterrfltne the !:?t(fYtJ -The EDNU ·tur a proposed project shaH no1 ax:1:;eed the MAWA., _TfwrfQilovJh19-~:i;p.Jati:oll:@t1e.1f bl[!! used to calculate- :_ tHG _ETWU_for oocih -iandsctrp_~:_are:El. ®i1d !_he entiri$ prQJect: -- -_ _rfi·i 'atitJti'i1.Hat1ons_~se.d in the :iitttJt1ff('Jthawnlrtf"ftJll0wtnf/rri.08ninifi ETWU .:estimated iotat water ·use in g::im::.i~s pery8·aL ET-0 Evapotranspir\ltlon in Inches per year. •· . · {l.$2 -_ Goovers.1011 fa<;.-1or to gallons per ~uare 'fOOt _ _ _ --PF_--Pt8~ factor-ff om WUCOLS m _ (-. · -_---_ : _: ---:-· : :__ _ - -HA_: nyctro:zorte Atl:;la in-square_ feet Each riA shall be ciaesifred .biisij:d _l,lpon the --- IE SLA dfrta lfidud$d_ ffr,tJ1e larn;!~cat>e :and lnigatioh plan as high, niod~r"ate. IQW, Or -- 1t$fY !ow w&ttl_( u:se. _ -_ lrrigatloii gffjpj~~cy Ohh~ irrigatlon method used int~ hydrol.One. · SPeciaJ lat!Qsti,iiped :area ·in square feet. ----_-:-,-_:,~-i( ~;:;)~t'.;;x~:~,-:_ -~ 1·9010-.a. ;_.SLAY:-_:_- #i (;Ztl, 14)( 1595/0 .8 +SLA) -_;-2f1.-i4 (1993.8 + 0) _ ::: 58,099 GALLONS PER YEAR Hydro,6'10 Table for. Caleulaling ETIMJ . . . . Please co1tiplete _tho tiydrozo"ne tab!e(s). Use a-"'.;: many tables as necessary. Cqrrvarsion F"ector ,---"·•---~•---+--'-~+------. -~~~:;::~p~-,o 3: -·-··-•"~------j :-=~:~::·-0--"~.;":_:,c,_. .. •·· ;•••'•••••• ·, :'{Fr0n"WUCOLS} {VLW · 4:· O ,;,-I 0.3 -. l ; 0.8 \- -_ S H\N _;(Q, 1 -0.!3° •=~-~•+•=•s~•-...+'-· ~-•.--+-•~·-•• -+ _-_::_.:Af~:_OfHydioz(lne{sq_ 5-2437 i-200 i 553 ..... [ ........ : .. --:- ·: .:ft}-{MAL".,.-•·•-%-•~•W:._ .. , ...... --.-✓--·--~-~.-,._! '_,1__ +i_· __ -,'c---+,.,e-- \$t$!i."1 .. .>&::-::~1~$-~-C'/-·~-1M~~,.i -_-_1:_1_:_· __ 0,~:--+-4-:-:-4----l--- --------·--· --1---- "{Ster/s + stBp t) . <:-L-'-_ "a -1524 -.. 75 442 (rot~U'~U 8'.ep ~i + Tota"f~ _ :~__:_-;""·--+--'-'--L--·"·•'"'••'.··'• .. •. -20_4_1_.L ___ L_.....c ~S7'L;cA.c<::;,· ll,,,~1,,,n :,,Ste?.'-"5'----1-· ----+~----~-'·,-'-~-~---~---·.-__ :-_ ..... . i {Step 3 x £t?p 9-) _ _ .. ·: -· · -· · 1 Estimated Tota!Wati:it" __ _ I :s9,41S . ! U$G In gallons-per ye;:ir -I -_ 10 I ~~~~M-~~;-shall not I-;:_-_-___ .-_. _____ l ___________ --'-'~~----~----~ "'_""1£-------? -: . _-:,:_. _-_-:ii:· Eta" W.e-st of 1-5 = 40,Q _ -_ -· _ 1'2U$! of l<i and West"of El) Camino _R!Jal"' 44J) East of E! C4mif!t;f Reaf-"" 47,0 ApPlicarrf ma..v f)frJvi(/e a ,bftµroiif J?Th ff ,;;upported by (locumehtiition subject fo_aP/Jf'-OYM hy #w City Pfantiing Division *"" Pmnt Fi!!,:;lor & Wate"r Usa o, t ;::;-\il.W~_Yo,y Low· Water Us& Pi$n-ts e.3 ""LW -LOW W$ter Use Plants 0.5 = MW -Modetale Watoi" USl!I-_Pwn.t.s '·: OJJ =~•.,High Water use: PffjtJf;s:- -MIOJ"(}-EPffiY =:ao_ .' --sprfJ1 ~ ;59 · : Rotor _,,,;;70 -BiiOfik!i _:;; , 75 _- Drir> ."" ,.ii() -_-.--. AppiJQa_f1(ff!8y p(-ovid_e-i> dilterimf.lE-if stipprJitjµf-by dacumei1tation {f;ul>j-eot ta approvai_bjl (hO:Cify ·:-· Pta,nning f)iviMon_ (Twf and Lan!far;;ape-{rfigft)16r1 _ : :Efe;st Management Proctloes, April 2005) - HYDROZONE LEGEND/DATA WATER USE AREA SQUARE FOOTAGE METHOD .·:::::::::.·.·::.·::::.·::r: .. .-.. _._._._._ ...... ·:::.· .... .-.. _. .. _._._._. .. _. .... _._._._._. .......... .-.-.· .. .-:.·:.·::: .. .-... ·::.·:::.·:::.·:.·. r · · · · · · · · · · · · · · · · · · 1 . .................. . .................... MODERATE WATER USE PLANTING 2,437 S.F. DRIP LINE LOT 102 Plan 2SC Carrillo Elev: 'Spanish Colonial' ♦. '" .~---:: .. -; 4'; .-; j 11,V.IT 1 . . . . ... ....... .. . . .... -~ .................................................................... . . . . . . . . . ; ........ . .. . . . .. . . . . . . . . -- Si •••••••• •••••••• ........ Bl . . . . . . .. . . . . . ........... . . . . . . . . . . . . . . ............ . . . . . . . . . . . . . . ............ . . .......... . . .......... . .. ......... . ::::::::::::::1~,i+ I Fi 'i +:.'-:-iii+ . . . . . . . . . . . . . . -. ........... . . ............ . . ............ . -. .. . . ... . .. .. . ............ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LOT 101 Plan 4T Terramar Elev: 'Tuscan' ♦ ' ~--J, i _,·/; ' . . . . . . . . ... -.. •.-.. -.. -'.:. . ......... . . . .. . . .. . . . . . ......... . . .......... . ........... . ......... . ........... . ......... . .. ........ . . .................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ., , , , , . , ., ,, ,, , , , , , , • LOW WATER USE PLANTING 185 S.F. DRIPLINE LOW WATER USE PLANTING (TREES) 15S.F. DEEP ROOT TUBES HIGH WATER USE (POOLS/ FOUNTAINS) 553 S.F. POTABLE LINE These documents are the property of LandCreative, Inc. and are not to be copied, reproduced, disposed of, either directly or indirectly, used for another project or any purpose whatsoever without expressed and written permission of LandCreativelnc. Ll3.02 Under Ground Service Alert ol SoutMrn California CALL TOLL FREE 1 ·800·422-4133 TWO WORKING DAYS BEFORE YOU DIG APPROVED FOR /RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA . "AS BUil T" RCE 3"'7"'7"-9 __ EXP.7/31/2017 DATE REVIEWED BY: INSPECTOR DATE l----------------------11------11----1-----I ~ CITY PL?N~NG~l1~~SBAD m ~~:;::::::::=:::;;;:;:::::::::::::::::::;:::::::::::::::==:==~~ LANDSCAPE IMPROVEMENT PLANS FOR: The Ridge at Robertson Ranch -/~\ 4-~::.ll:=!r f----+--+-----------------+---+----4---+----1 I AP_P_R_o_VE_o'-~=={u.."'-"-'--"'-'="---- PLANNING DA TE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DAlE INmAL DA 1E INITIAL DlHER APPROVAL CITY APPROVAL PAC PROJECT NO. CT 13-03 DRAWING NO. 480-3T 7 "' °" 0 3: u_ 0 ,- I I I I I I I I I :31 I I I I -IF = I • L:\ l.O Projects\2015\LCI 15008 Toll Bros-R Ranch-Ridge Models\05 CD Const. Docs\05.02 CD Sheets\LCI. 15008-LPl .01 Plan lX Manor-Plant. Plan.dwg ■ LIMIT OF WOR~ ---------· r-~,f{1T--tr '!=lit: ----LIMIT OFWO~ ------------ • • • ! i I I I I 11 • ; L-. ··----L _JC 1-'J -1' • _,_ ___ vbt.Uiv r;: c>l~~_:___j_ -I I I : --~l1J Y•Jtc~ci:~;:Gi l. :J I _____ __! I + + + IU-.-.,...-,_-4_:,,i • C--,~--'-ac--l.++++++ + + + + + I-'~~~-••• + + + + '-,~~"-a~ + ·• + + + + + r'r---+--"-s-"-t • • I + + + + µ"7-..-..-.-L' •• • • ----+ + + + + + + + + + + + + + ••• f-'~+-~----J,+++++++ + + + + *-~-c,-l' ... LOT 103 Plan 1 X-M Cadencia Elev: 'Manor' ~.F. 148.2 ~P.E. 147.5 ------------ \ ( ' 1 / NELSON COURT ------- ---- • • ( \ .... I L_IG_H_T_IN_G_L_E_G_EN_D _______ __.I ! PLANTING LEGEND-PLAN 1 X SYMBOL: I ITEM & MODEL: I NOTES: I QTY. TREE UPLIGHT (LOW VOLTAGE) 11 * TOP-UL-142-MBR-CL-5W LED WALL WASH (LOW VOLTAGE) PROVIDE MOUNTING -w TOP-WL-454-MBR-CL-SW LED BRACKET WHEN NOT INSTALLED IN-GROUND. PATHWAY LIGHT (LOW VOLTAGE) 6 ♦ TOP-PL-392-MBR-CL-2W LED TRELLIS PENDANT LIGHT 110 VOLT, OUTDOOR FIXTURE. SWITCH 3 ~ KICHLER-MANNINGHAM 19" TO BE LOCATED INSIDE HOUSE, NEAR ITEM: 692145 THROUGH: SLIDING DOOR. LOWES.COM LED CAN LIGHT-UTILITECH PRO 110 VOU, SWITCH WITH TRELLIS I '-WHITE INTEGRATED LED PENDANT LIGHT ON PLAN lXM MODEL. ITEM: 632280 THROUGH: SWITCH TO BE LOCATED INSIDE HOUSE, LOWES.COM NEAR SLIDING DOOR. IN-GROUND/IN-PAVING (LOW VOLTAGE) 7 -$-UPLIGHT TOP-IG-l 40-MBR-CL-5W LED STEP LIGHT (LOW VOLTAGE) I ""-TOP-SL -SMBX-CVR522-M BR-CL - 2W LED UNDERWATER LIGHT (LOW VOLTAGE) CONNECT TO 4 t TOP-H20-6 l 8 3W LED LOW-VOLTAGE LIGHTING SYSTEM PIER-MOUNT PILASTER LANTCRN 110 VOLT, OUTDOOR FIXTURL PROVIDE - -$-TOP-LN-808A-BLK-CS (8"xl 5.5") PROGRAMMABLE SWITCH WITHIN LIGHT: TOP-LED-CAN-DIGI GARAGE. SMALL JANDY LED POOL AND JANDY PRO SERIES -K SPA LIGHTS WITH LED 'COOL fWAU, WHITE LIGHT' IN STAINLESS STEEL HOUSING v lfLCCRi \-1 LARGE JANDY LED POOL AND JANDY PRO SERIES - SPA LIGHTS WITH LED 'COOL WHITE LIGHT' IN STAINLESS STEEL HOUSING LOW-VOLTAGE LIGHTING AVAILABLE POOL AND UNDERWATER LIGHTING PER THROUGH TOP LIGHTS INC. POOL/FOUNTAIN CONTRACTOR. CONTACT: BRETT BROWNING (949) 422-4563 ~o 2 4 ~ Scale: 1/4"= l'-0" 8 SYMBOL PLANT NAME TR!!S: 0 LAURUS NOBILIS SWEET BAY 0 MAGNOLIA 'D.D. BLANCHARD' MAGNOLIA 0 PODOCARPUS MACROPHYLLA 'MAKI' SHRUBBY YEW PODOCARPUS PLANT MATERIAL REFERENCE l SHEET LP3.01: QTY. SIZE REMARKS DETAIL 5 36" BOX STANDARD C, REFER TO D SHEET LP2.01 FOR ALL TREE I 48" BO MULTI-TR UN C PLANTING I 60" BO D DETAILS 13 24" BO COLUMNAR B, D 0 PRUNUS CAROLINIANA 'BRIGHT N 1 24" BO CONICAL C, 0 SHRUBS: 0 @ 0 0 0 § 0 VINE: TIGHT' CAROLINA LAUREL TRISTANIA CONFERTA BRISBANE BOX AZALEA 'LITTLE JOHN' LITTLE JOHN AZALEA CYRTONIUM FALCATUM 'ROCHFORDIANUM' HOLLY FERN LIGUSTRUM JAPONICUM 'TEXAN UM' TEXAS PRIVET PHORMIUM TENAX 'COORDINATION' NEW ZEALAND FLAX PITTOSPORUM TOBIRA 'SHIMA' CREAM DE MINT DWARF MOCK ORANGE RHAPIOLEPIS INDICA 'CLARA' CLARA HAWTHORNE RHAPHIOLEPIS UMBELLATA 'MINOR' DWARF YEDDA HAWTHORNE TRACHELOSPERMUM JASMINOIDES STAR JASMINE BEDDING PLANTS: r-,, 7-~~.~-1 BEGONIA SEMPERFLORENS + + + + + + + + + + 'SENATOR' + + + + + + + + + + + + + + + BEGONIA • ½ ... + + PLANllNG MULCH: 6 36" BO STANDARD 20 5 GAL. 18" o_c. 55 5 GAL. 18" O.C. 58 15GAL 24"0_C 27 15 GAL _ 30"0_C 48 5 GAL. 18" O.C. 59 5 GAL. 18"0.C. 80 5 GAL. 12" o.c. 13 15 GAL. ESPALIER 6" POT 6" O.C. D C, D D D D D D D D D D REFER TO SHEET LP2.02 FOR ALL SHRUB, GROUND COVER AND VINE PLANTING DETAILS AND NOTES ALL SHRUB AND PLANTER AREAS SHALL RECEIVE 3" DEEP LAYER OF SHREDDED BARK MULCH. REFER TO MATERIAL SCHEDULE FOR SPECIFICATIONS_ MATERIAL REFERENCE: LP3.0l I Kl:Y MAP '" c; < '"' " I APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE 3779 EXP_l/31/2017 DATE REVIEWED BY: LPl .01 INSPECTOR DATE These documents are the pmpe,ty of ~ CITY-OF CARLSBAD ~ Land Creative, Inc. and are not to be copied, reproduced, disposed of, 1----1----1-------------------+----+---+---t----t 2 PLANNING □!VISION S either directly or indirectly, used for 1----+---+------------------+----;----;-----t----t rii:iiiiii~WJfiriijriRWjiiiiiflmOOfl~f'===-===7 another project or any purpose LANDSCAPE · ·RO PLANS FOR: whatsoever without expressed and 1----1----1-------------------+----+---+---t---t written permission of LandCreativelnc. DATE INITIAL DA TE INtTIAL DATE INtTIAL DESIGNER OF WORK REVISION DESCRIPTION OllfER APPROVAL CtlY APPROVAL The Ridge at Robertson Ranch APPROVEO: PL/INNING DWN BY: CHKD sy, ...... __ RVWD BY: PROJECT NO. DRAWING NO. CT 13-03 480-3T LIMIT oFlwoRK ----~M,O " I \ I ' f L:\ 1.0 Projects\2015\LCI 15008 Toll Bros-R Ranch -Ridge Models\05 CD Const. Docs\05.02 CD Sheets\LCI . 15008 -LPl.02 Plan 2SC -Plant. Plan_dwg . '·,, .. ,: ....... , -_ >','-,~--·""_:::: __________ _ LIMIT OF WORK _ --0 ------------ """"·······". -----... ' LOT 102 1n .·]" Ci.:'.iLlhJG i 'TC' .E I I f"1 ..... Plan 2SC Carrillo Elev: 'Spanish Colonial' ~F.F. 150.0 -~P.E. 149.3 • • • ... '··- -----LIMIT OF WORK I NELSON COURT \ \ ··-\ .... I L_IG_H_T_IN_G_L_E_G_EN_D _______ ~I ! PLANTING LEGEND-PLAN 2SC I SYMBOL: I ITEM & MODEL: l NOTES: I QTY. TREE UPLIGHT [LOW VOLTAGE) 25 * TOP-UL-142-MBR-CL-SW LED WALL WASH (LOW VOLTAGE) PROVIDE MOUNTING 5 w TOP-WL-454-MBR-CL-SW LED BRACKET WHEN NOT INSTALLED IN-GROUND. PATHWAY LIGHT (LOW VOLTAGE) 3 ♦ TOP-PL-392-MBR-CL-2W LED TRELLIS PENDANT LIGHT 110 VOLT, OUTDOOR FIXTURE. SWITCH - ~ KICHLER-MANNINGHAM 19" TO BE LOCATED INSIDE HOUSE, NEAR ITEM: 692145 THROUGH: SLIDING DOOR. LOWES.COM LED CAN LIGHT-UTILITECH PRO 110 VOLT, SWITCH WITH TRELLIS - ~ WHITE INTEGRATED LED PENDANT LIGHT ON PLAN 1 XM MODEL. ITEM: 632280 THROUGH: SWITCH TO BE LOCATED INSIDE HOUSE, LOWES.COM NEAR SLIDING DOOR. IN-GROUND/IN-PAVING (LOW VOLTAGE) . -$-UP LIGHT TOP-IG-140-MBR-CL-SW LED STEP LIGHT (LOW VOLTAGE) 5 ~ TOP-SL-SMBX-CV R522-MBR-CL- 2W LED UNDERWATER LIGHT (LOW VOLTAGE) CONNECT TO 3 17 TOP-H20-618 3W LED LOW-VOLTAGE LIGHTING SYSTEM PIER-MOUNT PILASTER LANTERN 110 VOLT, OUTDOOR FIXTURE. PROVIDE - -$-TOP-LN-808A-BLK-CS (8"xl5.5") PROGRAMMABLE SWITCH WITHJN LIGHT: TOP-LED-CAN-DIGI GARAGE. K SMALL JANDY LED POOL AND JANDY PRO SERIES 2 SPA LIGHTS WITH LED 'COOL fWALLJ WHITE LIGHT' IN STAINLESS STEEL HOUSING v IFLOOl\ -LARGE JANDY LED POOL AND JANDY PRO SERIES 1 SPA LIGHTS WITH LED 'COOL WHITE LIGHT' IN STAINLESS STEEL HOUSING LOW-VOLTAGE LIGHTING AVAILABLE POOL AND UNDERWATER LIGHTING PER THROUGH TOP LIGHTS INC. POOL/FOUNTAIN CONTRACTOR. CONTACT: BRETT BROWNING (949) 422-4563 r::::,, 0 2 4 ~ Scale: 1/4"= l'-0" 8 SYMBOL TREES1 w 0 0 0 0 @ ~ SHRUBS: 0 @ G 0 0 ® 0 ® 0 VINE: ~ PLANT NAME ARCHONTOPHOENIX CUNNINGHAMIANA KING PALM CINNAMOMUM CAMPHORA CAMPHOR TREE DRACAENA DRACO DRAGON TREE PODOCARPUS GRACILIOR FERN PINE PODOCARPUS GRACILIOR 'ICEE BLUE' PODOCARPUS STRELITZIA NICOLAI GIANT BIRD OF PARADISE YUCCA ROSTRATA 'SAPPHIRE SKIES' SAPPHIRE SKIES BEAKED BLUE YUCCA AGAVE ATTENUATA FOX TAIL AGAVE AGAVE 'BLUE GLOW' BLUE GLOW AGAVE COPROSMA 'KARO RED' COPROSMA COPROSMA 'MARBLE QUEEN' COPROSMA D/ANELLA 'CASA BLUE' DIANELLA EUPHORBIA 'DWARF APACHE' EUPHORBIA HEUCHERA 'CAN CAN' CORAL BELLS PITTOSPORUM TENUIFOLIUM 'MARJORIE CHANNON' SEDUM NUSSBAUMERIANUM COPPERSTONE STONECROP LONICERA X BROWN II 'DROPMORE SCARLET' DROP MORE SCARLET TRUMPER HONEYSUCKLE MULCH: /,"' I MULCH /. 1/-/. ~~/;~ PLANTING MULCH: PLANT MATERIAL REFERENCE l SHEET LP3.01: QTY. SIZE REMARKS DETAIL 5 15 B.T.H STANDARD D REFER TO SHEET LP2.01 FOR ALL TREE 2 60" BO) STANDARD B. PLANTING D DETAILS I 48" BO) STANDARD D IO 36" BO) STANDARD B. D 2 24" BO) COLUMNAR D 2 24" BO MULTI-TRUNr C, D 2 24" BO) STANDARD . 6 15 GAL. 24" O.C. D REFER TO SHEET LP2.02 FOR ALL SHRUB, II 15 GAL. 18" O.C. D GROUND COVER AND VINE 67 15 GAL. 24" O.C. D PLANTING DETAILS AND NOTES 54 5 GAL. 15" O.C. D 104 5 GAL. 18" O.C. D 36 5 GAL. 18" O.C. D 101 l GAL. 12" O.C. D 61 15 GAL. 24" O.C. D 170 l GAL. 8"0.C. D 19 15 GAL ESPALIER D ALL SHRUB AND PLANTER AREAS SHALL RECEIVE 3" DEEP LAYER OF SHREDDED BARK MULCH. REFER TO MATERIAL SCHEDULE FOR SPECIFICATIONS. MATERIAL REFERENCE: LP3.0l [KEY MAP "' "''' ,,,. ' ' I APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE_37_79 __ EXPJ/31/2017 DATE REVIEWED BY: LPl.02 INSPECTOR DATE These documents are fhe property of LandCreative, Inc. and are not to be copied, reproduced, disposed of, either directly or indirectly, used for another project or any purpose what-soever without expressed and written permission of LandCreativelnc. 1----+---+--------------+---+---+----+----t ~ CITY PL?NENG~l¾S~~SBAD LANDSCAPE IMPROVEMENT PLANS FOR: The Ridge at Robertson Ranch l----+--+---------~-------+---+--+---1----1 1-AP_P_R_o_VE_o._-~---~ -,,._(~-~~=---/~ 4r-~\-<>lt PLANNING DA1£ INITIAL DA1£ INITIAL DA 1£ INITIAL DESIGNER OF WORK REVISION DESCRIPTION 01HER APPROVAL CITY APPROVAL OWN BY: .....ll.-- CHKD BY: RVWO BY: PROJECT NO. CT 13-03 DRAWING NO. 480-3T ---------- / FIELD DUG LARGE I \ L:\ 1.0 Projects\2015\LCI 15008 Toll Bros-R Ranch -Ridge Models\05 CD Const. Docs\05.02 CD Sheets\LCI . 15008 -LP l .03 Plan 4T -Plant. Plan.dwg LIMIT OF WORK 11111 11111 11111 11111 ■ ■ ■ ■ L _ _J . ----------- ■ I I I I LIMIT OF WORK 11111 11111 11111 11111 11111 11111 11111 11111 11111 11111 I I I I Jt---,--,.~=c~"'T""F"T"-7"'"~r"-:-r=~r=--r~,....,,,-_j I _I I I I I IMITOF~ \ \ 11111 11111 • ) ·,<·. f • i"'\," :~ + + +· .... +. __ J LOT 101 Plan 4T Terramar Elev: 'Tuscan' ~.F. 152.2 ~.E. 151.5 ~--------- + + :-: + + 11111 11111 11111 11111 11111 11111 11111 11111 11111 I I ( [ .. , />'1·· (/ ~~'-', n I I I I I ■ I I I I FIELD DUG MEDIUM --- 1 I I I I I I I I I I I I I I -~ -~ 12 ::, .~ I I I I I ~~7'77V:v;-!>-<fl. + + + + - + + + + ■ + + 36" \ \ I ! J ------------------------------------· .... I L_IG_H_T_IN_G_LE_G_E_N_D ________ , I PLANTING LEGEND-PLAN 4T SYMBOL: I ITEM & MODEL: I NOTES: IQTY. TREE UPLIGHT ... TOP-UL-l 42-MBR-CL-5W LED WALL WASH w TOP-WL-454-MBR-CL-SW LED PATHWAY LIGHT ♦ TOP-PL-392-MBR-CL-2W LED TRELLIS PENDANT LIGHT -+ KICHLER-MANNINGHAM 19" ITEM: 692145 THROUGH: LOWES.COM LED CAN LIGHT-UTILITECH PRO ~ WHITE INTEGRATED LED ITEM: 632280 THROUGH: LOWES.COM IN-GROUND/IN-PAVING -$-UPLIGHT TOP-IG-140-MBR-CL-5W LED STEP LIGHT ~ TOP-SL -SM BX-CVRS22-M BR-CL- 2W LED UNDERWATER LIGHT t TOP-H20-618 3W LED PIER-MOUNT PILASTER LANTERN -$, TOP-LN-808A-BLK-CS (B"xl 5.5") LIGHT: TOP-LED-CAN-DIGI K SMALL JANDY LED POOL AND SPA LIGHTS WITH LED 'COOL :wALL:, WHITE LIGHT' IN STAINLESS STEEL HOUSING ◊ 1FLCQRJ -LARGE JANDY LED POOL AND SPA LIGHTS WITH LED 'COOL WHITE LIGHT' IN STAINLESS STEEL HOUSING LOW-VOLTAGE LIGHTING AVAILABLE THROUGH TOP LIGHTS INC. CONTACT: BRETT BROWNING (949) 422-4563 (-- (LOW VOLTAGE) 11 (LOW VOLTAGE) PROVIDE MOUNTING 6 BRACKET WHEN NOT INSTALLED IN-GROUND. (LOW VOLTAGE) 7 110 VOLT, OUTDOOR FIXTURE. SWITCH . TO BE LOCATED INSIDE HOUSE, NEAR SLIDING DOOR. 110 VOLT, SWITCH WITH TRELLIS - PENDANT LIGHT ON PLAN lXM MODEL. SWITCH TO BE LOCATED INSIDE HOUSE, Nl::AR SLIDING lJOOI<:. (LOW VOLTAGE) - (LOW VOLTAGE) - (LOW VOLTAGE) CONNECT TO - LOW-VOLTAGE LIGHTING SYSTEM 110 VOLT, OUTDOOR FIXTURE. PROVIDE 2 PROGRAMMABLE SWITCH WITHIN GARAGE. JANDY PRO SERIES I JANDY PRO SERIES I POOL AND UNDERWATER LIGHTING PER POOL/FOUNTAIN CONTRACTOR. I I I I I 0 2 4 Scale: 1/4"= 1'-0" 8 SYMBOL PLANT NAME PLANT MATERIAL Rl!PfRfNCE ~ SHHT LP3.01: QTY. SIZE REMARKS DETAIL TREES: 0 0 0 0 0 SCH RUBS· (S) Q;) 0 0 @ § 0 VINES: ~ MULCH: CUPRESSUS SEMPERVIRENS 'GLAUCA' ITALIAN CYPRESS LAUR US NOBILIS SWEET BAY OLEA EUROPAEA 'WILSON II' FRUITLESS OLIVE TREE PINUS ELDARICA AFGHAN PINE PRUNUS CAROLINIANA 'BRIGHT N TIGHT' CAROLINA LAUREL AZALEA 'ALASKA WHITE' AZALEA CAMELIA JAPONICA 'PURITY' CAMELIA FESTUCA GLAUCA 'ELIJAH BLUE' ELIJAH BLUE FESCUE HEUCHERA 'KEY LIME PIE' CORAL BELLS LAV AND ULA STOECHAS 'OTTO QUAST' SPANISH LAVENDER RHAPIOLEPIS INDICA 'CLARA' CLARA HAWTHORNE ROSMARIN US OFFICINALIS 'PROSTRATUS' HUNTINGTON CARPET ROSEMARY PANDOREA JASMINOIDES 'ROSEA' PINK BOWER VINE \\ \\ -I MULCH 1/'i /;.','-. PLANTING MULCH: 6 36" BO) CONICAL C, REFER TO 5 48" B01 D SHEET LP2.0l FOR ALL TREE 6 36" BO STANDARD C, PLANTING D DETAILS l MED. FIELD DUG, C, I LARGE MULTI-TRUN D I 36" BO> CONICAL C, I 48" BO> D 13 36" BO CONICAL C, D 37 15 GAL. 24" 0.C. D REFER TO SHEET LP2.02 FOR ALL SHRUB, 31 15 GAL. 24" O.C. D GROUND COVER AND VINE PLANTING 229 1 GAL 8"0.C. D DETAILS AND NOTES 197 l GAL. 8" O.C. D 42 5 GAL. 18" O.C. D 85 5 GAL. 18" O.C. D 42 1 GAL. 12"0.C. D 8 15 GAL. ESPALIER D ALL SHRUB AND PLANTER AREAS SHALL RECEIVE 3" THICK DECOMPOSED GRANITE MULCH. REFER TO MATERIAL SCHEDULE FOR SPECIFICATIONS. MATERIAL REFERENCE: 'D', SHEET LP3.01 !KEY MAP ,.,:··J I\:·.·--~.,,._,·· __ ·.,,. APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE 3779 EXPJ/31/2017 DATE REVIEWED BY: LCl.03 INSPECTOR DATE These documents are the property of LandCreative, Inc. and are not to be copied, reproduced, disposed of, either directly or indirectly, used for another project or any purpose whatsoever without expressed and written permission of LandCreativelnc. i----+--+-------------+---+---1---+---1 ~ CITY PL?N!NG~11s~~SBAD LANDSCAPE IMPROVEMENT PLANS FOR: ~ ~ The Ridge at Robertson Ranch t---+----t-----------+---1------t---i----1 r_AP_PR_o_vr_o,~f~_~_\~er+--~~~=~~- l~LANNING DA 1£ INITIAL DAU: INITIAL DAU: INITIAL DESJGNER Of WORK REVISION DESCRIPTION OlllER APPROVAL CITY APPROVAL WN BY: CHKD BY: -'-"--1 RVWD BY: PROJECT NO. CT 13-03 DRAWING NO. 480-3T 7 'I ~~~~~~./-,-Section _, 1 1~1 I 1~1 I 1=-1 I l=I I 1~, ' '-1 I Scale: 3/4"= l '-0" 3 >--, Plan View Scale: 3/4"= 1 '-0" '----<8 Q) INSTALL 4" DIAMETER PVC DRAIN CAP, 2" ABOVE GRADE, N.D.S. #1 l (BLACK). @4" DIAMETER VERTICAL PVC INSPECTION PIPE. ® ROOTBALL CENTERED IN PIT. REFER TO STANDARD TREE PLANTING DETAIL, THIS SHEET. @ FINISH GRADE. ® 4" DIAMETER PERFORATED PVC PIPE AROUND BOTTOM OF PLANTING PIT. WRAP WITH FILTER FABRIC "SOCK". @TREE PLANTING PIT. (z)1NSTALL PVC CROSS FITTING BETWEEN VERTICAL INSPECTION PIPE, PERFORATED DRAIN PIPE AND PIPE IN DRAIN SUMP. ® CONNECT PVC PIPE TO STORM DRAIN SYSTEM. REFER TO CIVIL PRECISE GRADING FOR DRAINAGE INFORMATION. ®GEOGRID DRAIN BOARD AT ALL SIDES OF PLANTER. @PALM TREE PLANTING, REFER TO DETAIL THIS SHEET. @ADJACENT POOL BOND BEAM, SLOT DRAIN AND PLUMBING. @LIQUID-APPLIED WATERPROOFING ON INSIDE WALL OF PALM PLANTER. APPLY PRIOR TO INSTALLATION OF GEOG Riff DRAIN BOARD. NOTES: 1. REFER TO PLANTING DETAIL AND SPECIFICATIONS FOR SOIL AMENDMENTS AND PREPARATION, FERTILIZERS AND ROOT STIMULATORS, AND ADDITIONAL INFORMATION RELATED TO TREE PLANTING .,,---{10 9 S-TRE-PL T-CYP-01 SCALE: 3/4"=1'-0" 7 Plan View •• Scale: 3/4"= l '-0" S-DRN-02 SCALE: 3/4"= 1 '-0" PALM TREE POOL PLANTER S-DRN-01 SCALE: 3/4"=1'-0" I Plan View Scale: 3/4"=1'-0" S-RB-01 SCALE: 3/4"0 1'-0" ,,-----{2 I l I . I .· I . I Cl w Cl w 6 7 ~ "' w a, "' <( ~ ~ ~ 0 ~ _J z " z 0 u l'.l z 0 ~ " N I -----4•----'1. ,,----(5 ,,--(3 4 ,,---{6 7 L:\ 1 .0 Projects\2015\LCI 15008 Toll Bros-R Ranch -Ridge Models\05 CD Const. Docs\05.02 CD Sheets\LCI . 15008 -LP2.0l Plant.Details.dwg • • ,,,--(8 ,,,-~ 9 ,,---{] 0 '--al 4 CD ITALIAN CYPRESS TREE. @2" DIAMETER GALVANIZED STEEL PIPE. PAINT GREEN TO MATCH FOLIAGE AND CUT TO MATCH HEIGHT OF TREE. INSTALL POLE AWAY FROM VIEW. @GALVANIZED THREADED COUPLING AS REQUIRED TO ADD EXTRA LENGTH OF PIPE. @INSTALL "TREESTRAP" #1018 WITH 12 GUAGE GALVANIZED WIRE TIE-BACK TO PIPE. INSTALL AT 5'-0" VERTICAL O.C. MAXIMUM. @MAIN TRUNK. @2" THICK LA YER OF BARK CHIP MULCH WITHIN WATER BASIN. 0 TREE ROOTBALL. @PREPARED/AMENDED BACKFILL SOIL PER PLANTING SPECIFICATIONS WHERE APPLICABLE. ® 4" DEEP WATERING BASIN AROUND PLANTING PIT. REMOVE BASIN PRIOR TO OTHE END OF MAINTENANCE PERIOD. @FINISH GRADE. @scARIFY SIDES OF PLANTING PIT. © UNDISTURBED NATIVE SOIL. @FERTILIZER AND/OR ROOT STIMULATOR PACKETS. APPLICATION, QUANTITY AND BRAND PER PLANTING SPECIFICATIONS. PLACE 2/3 THE DEPTH OF ROOTBALL SURFACE. @DRAINAGE SYSTEM. REFER TO DRAINAGE DETAILS FOR SPECIFIC DRAINAGE CONFIGURATION OF VARIOUS TREE TYPES & CONDITIONS. @INSTALL POLE TO BOTTOM OF ROOTBALL. NOTES: REFER TO MATERIALS SCHEDULE SHEET Ll .01 FOR ALL COLORS, MATERIALS, FINISHES AND SP0ECIFICATIONS. ITALIAN CYPRESS STAKING F -~6 .,,------(2 ,,----{ 3 TREE PIT DRAINAGE ,,-----{2 ,,--(5 ROOT BARRIER G)1NSTALL 4" DIAMETER PVC DRAIN CAP, 2" ABOVE GRADE, N.D.S. #11 (BLACK). @4" DIAMETER VERTICAL PVC INSPECTION PIPE. @ROOTBALL CENTERED IN PIT. REFER TO STANDARD TREE PLANTING DETAIL, THIS SHEET. @FINISH GRADE. ®4" DIAMETER PERFORATED PVC PIPE AROUND BOTTOM OF PLANTING PIT. WRAP WITH FILTER FABRIC "SOCK". © TREE PLANTING PIT. 0 INSTALL PVC CROSS FITTING BETWEEN VERTICAL INSPECTION PIPE, PERFORATED DRAIN PIPE AND PIPE IN DRAIN SUMP. ® 3/4" DIAMETER GRAVEL BACKFILL IN 12" DIAMETER AUGERED HOLE. HOLE DEPTH PER SOILS REPORT. ®INSTALL FILTER FABRIC ON TOP OF GRA YEL SUMP. NOTES: 1. REFER TO PLANTING DETAIL AND SPECIFICATIONS FOR SOIL AMENDMENTS AND PREPARATION, FERTILIZERS AND ROOT STIMULATORS, AND ADDITIONAL INFORMATION RELATED TO TREE PLANTING. G G) TREE ROOTBALL. @PREPARED BACKFILL SOIL PER PLANTING NOTES. @ROOT GUARD BARRIER -REFER TO NOTE l BELOW G)1NSTALL ROOT BARRIERS WHENEVER TREES ARE PLANTED WITHIN 5' OF ANY STRUCTURE, CONCRETE FLATWORK, CURB AND GUTTER, UTILITIES, WATER FEATURE ETC. ®FINISH GRADE. @FINISH SURFACE. (DADJACENT CONCRETE CURB/GUTrER OR SIDEWALK. @ADJACENT UTILITIES (IF APPLICABLE). NOTES: 1. ROOT BARRIER: BIOBARRIER 24" OR 36" DEEP AS NOTED ON THIS DETAIL 2. REFER TO APPROPRIATE TREE GUYING 0 STAKING DETAIL. 3. ROOT BARRIER SHALL BE A MINIMUM DEPTH OF 24" WITH A MINIMUM 0.085" AN[ SHALL BE 10 FT. LONG CENTERED ON TREE TRUNK, IN ONE CONTINUOUS PIECE. BARRIERS SHALL BE INSTALLED IMMEDIATEL ADJACENT TO SIDEWALK/HARDSCAPE ELEMENTS l" MIN. 2" MAX BELOW TOP OF HARDSCAPE ELEMENT. H 14 Section-Flat Terrain Scale: 1/2"=1'-0" S-TRE-PLT-OL V-01 SCALE: l/2"=1'-0" ll 11 ~11 i' 1 l1 I I II , ' I i' 1111 ·11_ Section Scale: 3/4"= 1'-0" S-TRE-PLT-01 SCALE: 3/4"=1 '-0" S-TRf-GUY-01 SCALE: 3/4"0 1'-0" G)Do NOT CUT OFF ANY EXISTING SUCKER GROWTH AT BASE OF TRUNK. ® OLIVE TREE ROOTBALL. INSTALL 4" ABOVE ADJACENT GRADE. -- -111~ I '---Fi I '----f12 '----{13 OLIVE TREE PLANTING 5 TREE STAKING . ([JJREESTRAPS AROUND TRUNK/BRANCHES -[3) PLACES. INS.J-ALL TREESTRAP #3718 ORV-STRAP #10;18V. @c:;;lv .. c~.B~_E-.,½,ENGTH AS REQUIRED. ~---{6 ,,--{7 TREE GUYING E @2" THICK LATER OF BARK CHIP MULCH OYER ROOTBALL. 0NATJVE SOIL BACKFILL PER PLANTING SPECIFICATIONS. ® 4" DEEP WATERING BASIN AT EDGE OF PLANTING PIT. REMOVE BASIN PRIOR TO END OF MAINTENANCE PERIOD. @FERTILIZER AND/OR ROOT STIMULATOR PACKETS. APPLICATION, QUANTITY AND BRAND PER PLANTING SPECIFICATIONS. PLACE 2/3 THE DEPTH OF ROOTBALL SURFACE. 0 FIN!SH GRADE. @scARIFY SIDES AND BOTTOM PLANTING PIT. ®INSTALL FILTER FABRIC ON TOP OF GRAVEL LAYER -TURN UP SIDES MINIMUM 6". @UNDISTURBED NATIVE SOIL. @DRAINAGE SYSTEM. REFER TO DRAINAGE DETAILS FOR SPECIFIC DRAINAGE CONFIGURATION AND CONDITIONS. @MINIMUM 6" DEEP LAYER OF 3/4" CLEAN, UNCOMP ACTED GRAVEL BED. @cROWN CENTER OF PLANTING AT MINIMUM3". @PATCH SCARS IN TRUNK WITH PHYTECH-50 PLANT WOUND PASTE. WRAP APPLICATED AREA WITH CLEAR CELOPHANE. NOTES: 1. REFER TO PLANTING SPECIFICATIONS FOR SOIL AMENDMENTS AND PREPARATION, FERTILIZERS AND ROOT STIMULATORS, AND ANY INFORMATION RELATED TO TREE PLANTING. 2. REFER TO TREE PLANTING LEGEND WHICH MAY REFERENCE ADDITIONAL DETAILS RELATED TO TREE PLANTING WHICH MAY INCLUDE: TREE STAKING/GUYING, DRAINAGE. ROOT BARRIER 3. ANY PRUNING MUST FIRST BE APPROVED BY THE OWNER'S REPRESENTATIVE. C G)TREESTRAP AROUND TREE TRUNK IN FOUR (4) PLACES. INSTALL TREESTRAP #3718 ORV-STRAP #l0l8V. @2" DIAMETER X 10' LODGE POLE STAKE (2 TYP. PER TREE). KEEP CLEAR OF ROOTBALL. REFER TO SPECIFICATIONS FOR BRAND AND STAKE MATERIAL. @14 GUAGE GALVANIZED ANNEALED WIRE FROM TREE STRAP TO STAKE. ATTACH TO STAKE WITH GALVANIZED NAIL. 0 TREE TRUNK. ® TREE PLANTING PIT. REFER TO STANDARD TREE PLANTING DETAIL, THIS SHEET, FOR PLANTING INSTRUCTIONS AND SPECIFICATIONS. @FINISH GRADE. 0uNDISTURBED NATIVE SOIL. PREVAILING WIND Enlargement · Scale: 3/4"=1'-0" NOTES: 4 1. REFER TO PLANTING SPECIFICATIONS AND DETAILS FOR SOIL AMENDMENTS AND PREPARATION, FERTILIZERS AND ROOT STIMULATORS, TREE TRUNK GUARDS AND ANY INFORMATION RELATED TO TREE PLANTING. 2. ALL STANDARD FORM TREES 15 GALLON THROUGH 36" BOX SHALL BE STAKED AS JLLUSTRATED. 3. BOX SIZES UP TO BUT NOT INCLUDING 36" SHALL RECEIVE 2" DIAMETER STAKES. BOX SIZES 36" AND UP SHALL RECEIVE 3" DIAMETER STAKES. D ® TURNBUCKLE, EYE HOOKS, INCLUDED WITHGUYING KIT. 01/2" DIA. X 40" SCH. 40 PVC; WHITE PIPE, CABLE INSIDE. ® TREE TRUNK. © TREE ROOTBALL. 0 TREE ROOTBALL PLANTING PIT AND SOIL. REFER TO TREE PLANTING DETAIL FOR PIT SIZE/DEPTH, COMPACTION AND SOIL MIX. ® FINISH GRADE. ® DUCKBILL PROFESSIONAL TREE GUY SYSTEM. MODEL # DEPENDENT UPON DIAMETER OF fRUNK. INSTALL PER MANUFACTURERS SPECIFICATIONS. AVAILABLE THROUGH IMPERIAL SPRINKLER SUPPLY. PHONE: (714) 792-2920 @ROOTBALL DRAIN AND AERATION SYSTEM. REFER TO TREE DRAIN DETAIL, SHEET LPN-f. NOTES: l. REFER TO PLANTING SPECIFICATIONS AND DETAILS FOR SOIL AMENDMENTS AND PREPARATION, FERTILIZERS AND ROOT STIMULATORS, TREE TRUNK GUARDS AND ANY INFORMATION RELATED TO TREE PLANTING. 2. ALL STANDARD FORM TREES 48" BOX & LARGER SHALL BE STAKED AS ILLUSTRATED. These documents are the property of LandCreative. Inc. and are nol' to be copied, reproduced, disposed of, either directly or indirectly, used for another project or any purpose whatsoever without expressed and written permission of LandCreativelnc. 11 l-~ --'-'--'9 =I'll 11 i' II I I ~ ~ ....._ ~11=- 'I= = -II ITT ITT = ' . I I I I ' ' ' I I I '----alO Section Scale: 3/4"= 1 '-0" S-TRE-PLT-01 SCALI::: 3/4";;;1 '-0" " J <( ~ ~ 0 ~ I l'.l w I " z C, "' ~ z " 0 ~ ~ Section Scale: 3/8"= l '-0" S-PLM-02 SCALE: 3/8"=1 '-0" DA1£ INITIAL DESIGNER OF WORK TWO FEET LARGER THAN ROOTBALL TREE PLANTING '--.-----( 1 -------i2 -~3 4 MEXICAN FAN PALM-12" DIA. MIN. CALIFORNIA FAN PALM-22" DIA. MIN. ~---{5 ,,---{6 ~---{7 --<8 ~"Fl-r-r"'"'"TTI'~--{ 9 t=LH",~~~1, l.),--{]0 ,,---\I I -~~-1~ , I , , ,~~, ~1' II I I,, ,_I Im -~,~~1,~' -, ROOTBALL WIDTH + 2'-0" 1== ~'~-{12 '-=111-'------a13 PALM TREE PLANTING DA1£ INITIAL REVISION DESCRIPTION OTHER APPROVAL CD TREE ROOTBALL. MAINTAIN ROOT CROWN 2" ABOVE ADJACENT FINISH GRADE. @2" THICK LAYER OF BARK CHIP MULCH WITHIN WATER BASIN. @ 6" TALL PEDESTAL Of RE-COMPACTED OR NATIVE SOIL TO PREVENT SETTLING OF ROOTBALL. @FERTILIZER AND/OR ROOT STIMULATOR PACKETS. APPLICATION, QUANTITY AND BRAND PER PLANTING SPECIFICATIONS. PLACE 2/3 THE DEPTH OF ROOT BALL SURFACE. ® 4" DEEP WATERING BASIN AROUND PLANTING PIT. REMOVE BASIN PRIOR ro THE END OF MAINTENANCE PERIOD. @ SCARIFY SIDES AND BOTTOM OF PLANTING PIT. 0PREPARED/AMENDED BACKFILL SOIL PER PLANTING SPECIFICATIONS WHERE APPLICABLE. ®FINISH GRADE. ® UNDISTURBED NATIVE SOIL. @DRAINAGE SYSTEM. REFER TO DRAINAGE DETAILS FOR SPECIFIC DRAINAGE CONFIGURATION OF VARIOUS TREE TYPES & CONDITIONS. @FOR TREES INSTALLED IN TURF AREAS, REFER TO "TREE PLANTING IN TURF' DETAIL FOR ADDITIONAL INFORMATION. NOTES: 1. REFER TO PLANTING SPECIFICATIONS FOR SOIL AMENDMENTS AND PREPARATION, FERTILIZERS AND ROOT STIMULATORS, TREE TRUNK GUARDS AND ANY INFORMATION RELATED TO TREE PLANTING. 2 REFER TO TREE PLANTING LEGEND FOR REFERENCE TO ADDITIONAL DETAILS RELATED TO: -TREE STAKING/GUYING -DRAINAGE -ROOT BARRIER A G)PALM FRONDS -IN TIED UP POSITION FROM PALM SUPPLIER. NO CLIPPED TIPS. CLIPPED TIPS SHALL NOT BE ACCEPTED. @oRGANIC TWINE BY NURSERY. @REMNANT PETIOLE BOOTS TO REMAIN ON PALM TRUNK. @PALM TRUNK SHALL BE STRAIGHT AND VERTICAL (PLUMB}. ® ROOTBALL SIZE AS NOTED IN PLANTING SPECIFICATIONS. © 2" DEEP LA YER OF BARK MULCH ON TOP OF PLANTING PIT. 0 4" DEEP WATERING BASIN AT EDGE OF PLANTING PIT. REMOVE BASIN PRIOR TO END OF MAINTENANCE PERIOD . ® FINISH GRADE. ®FERTILIZER AND/OR ROOT STIMULATOR PACKETS. APPLICATION, QUANTITY AND BRAND PER PLANTING SPECIFICATIONS. @scARIFY SIDES AND BOTTOM OF PLANTING PIT. @WASHED CONCRETE SAND BACKFILL- THOROUGHLY WATER JETTED AND COMPACTED. @ PLANTING PIT DRAINAGE SYSTEM. REFER TO DRAINAGE DETAILS FOR SPECIFIC DRAINAGE CONFIGURATION OF VARIOUS TREE TYPES AND CONDITIONS. @6" TALL PEDESTAL OF RE-COMPACTED OR NATIVE SOIL TO PREVENT SETTLING OF ROOTBALL. @"AERIAL" ROOTS AT BASE OF PALM TRUNK -MAXIMUM OF l' EXPOSED ABOVE ROOT CROWN. NOTES: 1. REFER TO PLANTING SPECIFICATIONS FOR SOIL AMENDMENTS AND PREPARATION, FERTILIZERS AND ROOT STIMULATORS, AND ADDITIONAL INFORMATION RELATED TO PALM PROCUREMENT, PREPARATION AND PLANTING. 2. REFER TO TREE PLANTING LEGEND WHICH MAY REFERENCE ADDITIONAL DETAILS RELATED TO PALM PLANTING WHICH MAY INCLUDE: • DRAINAGE • ROOT BARRIER • TRUNK SKINNING • FROND PREPARATION & PRUNING 3. PALM TREE BACKFILL SHALL BE WATER JETTED & TAMPED DURING PLANTING TO ACHIEVE MAXIMUM COMPACTION FOR STABILITY. 4. PALM TREES SHALL NOT BE PLANTED ANY DEEPER THAN THE DEPTH AT WHICH THEY WERE ORIGINALLY GROWN. 5. REFER TO PLANTING SPECIFICATIONS FOR QUANTITY OF DAYS FRONDS SHALL REMAIN TIED AND WHEN THEY SHOULD BE UNTIED. APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE 3779 EXPJ/31/2017 DATE [[I REVIEWED BY: LP2.01 INSPECTOR DATE ~ CITY OF CARLSBAD ~ 5 PLANNING DIVISION 8 CAPE IMPROVEMENT PLANS R: The Ridge at Robertson Ranch 1:::::D: '~ ~-E.l~4 -i: ' z.c; . I "" I WN Y: PROJECl NO. DRAWING NO. DA1£ INITIAL CHKD BY: CT 13-03 480-3T CITY APPROVAL RVWD BY: ---------- J K L L:\1.0 Projects\2015\LCI 15008 Toll Bros-R Ranch -Ridge Models\05 CD Const. Docs\05.02 CD Sheets\LCI. 15008-LP2.02 PlanWetails.dwg 21--✓J, /.'. 3i--~·-_,_ ,-_,_,;,;;. 5 Section Scale: 3/4"= 1 '-0" 13 - -- 'I ~"l11111111ill111UI -111-111- --------/14 G (DPOT AND PLANT MATERIAL PER POT LEGEND, SHEET LP3.01. ® 3" DIA. DRAIN GRATE -N.D.S. NO. 14 (BLACK)_ @3" P.V.C. SOLID DRAIN PIPE. @1" LAYER OF PLANTER MULCH. ® PLANT ROOTBALL. H @BACKFILL SOIL PER PLANTER POT LEGEND, INSTALL SOIL IN 4" LIFTS, WATER AND COMPACT BETWEEN LIFTS. 0MIRAFI 140N FILTER FABRIC. LINE INSIDE OF POT TO UNDER SIDE OF RIM. ® FERTILIZER PACKETS PER PLANTING NOTES. ®IRRIGATION LINE FOR IRRIGATION IN POT. SEALHOLE IN POT WITH WATERPROOF SEALANT. REFER TO IRRIGATION PLANS. @1" THICK LAYER WASHED PLASTER SAND. @¾" CRUSHED GRAVEL. @3" FLEXIBLE PERFORATED DRAIN PIPE WITH FILTERSOCK, ATTACH TO DRAIN HOLE. SEAL WITH CAULK. @Two (2) 4" DIA. CORE CUT HOLES FOR DRAINAGE AND IRRIGATION. INSTALL SLEEVE & PIPE IN PAVING WITH "LINK-SEAL" MODULAR SEAL OR APPROVED EQUIVALENT. @3" PVC PIPE DRAIN. CONNECT TO STORM DRAIN SYSTEM. @sTRUCTURAL DECK. -t-FOOTING DIMENSIONS AND DEPTH PER STRUCTURAL ENGINEER'S DETAIL. NOTES: ALL POTS SHALL BE WATER PROOFED PER RFCOMMENDATIONS RY POTTFRY MANUFACTURER, AND SHALL BE REVIEWED BY LANDSCAPE ARCHITECT PRIOR TO PLANTING. ::iL~0:;4·0 rO'POT PLANTING, IRRIGATION & DRAINAGE F Elevation Scale: 1/2"=1'-0" S-VIN-ESP-01 SCALE: l /2"= 1 '-0" 91--- l OJJ---- l ll--~ Section Scale: l"=l'-0" S-VIN-PLT-01 SCALE: l "= l '-0'' Plan View Scale: I"= 1 '-0" S-SHR-PLT-03 SCALE: l"=l'-0" ------------------' I 3'-0" 3'-0" '--'2 ;_---[7 VINE ESPALIER AT WALL --'2 --'3 --'4 '-----{7 '--'8 VINE PLANTING :Q.-.. •-,· . . •, .. . . . . . _. ~ ··., --~~ ·., -· 0 .· .. 1-i; ' ,,-----(2 PLANT SPACING C CD MASONRY WALL. (3)1NSTALL PLATTED EYE BOLTS (J/4" X 2-3/4") IN MASONRY WALL WITH PLASTIC SHIELDS AT SPACING SHOWN. ® 14 GUAGE GALVANIZED, ANNEALED WIRE. G)1NSTALL Tor OF ROOTBALL 2" ABOV[ SURROUNDING GRADE AND SLOPE FOR DRAINAGE. ® AMENDED BACKFILL. SEE SPECIFICATIONS. @2" DEEP WATERING BASIN. SEE SPECIFICATIONS. 0 FINISH GRADE. NOTES: REFER TO VINE PLANTING DETAIL FOR ADDITIONAL PLANTING INFORMATION. D G)v1NE VARIETY, PER PLANTING PLAN. @sET TOP OF ROOTBALL l" ABOVE SURROUNDING GRADE AND SLOPE FOR DRAINAGE. @AMENDED BACKFILL. SEE PLANTING SPECIFICATIONS. 03" DEEP WATERING BASIN. REMOVE PRIOR TO THE END OF MAINTENANCE PERIOD. ® FINISH GRADE. ©UNDISTURBED NATIVE SOIL. 0 SCARIFY SIDES AND BOTTOM OF PLANTING PIT. @PLANTING TABLETS. INSTALL 3" BELOW FINISH GRADE. ®FENCE OR WALL-REFER TO CONSTRUCTION PLAN FOR TYPE. ADDITIONAL VINE PLANTING DETAILS MAY BE REFERENCED. @INSTALL VINE ROOTBALL AS CLOSE TO FENCE OR WALL AS POSSIBLE. @REMOVE NURSERY STAKE OR ESPALLIER FRAME AND ATTACH TO FENCE OR WALL-REFER TO PLANTING SPECIFICATIONS FOR METHOD OF ATTACHMENT. NOTES: l. INSTALL VINES AS CLOSE TO BACK SURFACE OF PIT AS POSSIBLE. 2. ALL VINES AND ESPALIERS SHALL BE TIED TO SUPPORTING WALLS AND FENCING AS NOTED IN PLANTING SPECIFICATIONS E CD PAVING, CURB, BUILDING, OR HEADER. @sPACE PLANT MATERIAL PER SPACING INDICATED IN THE PLANTING L[G[ND. @1;2 OF CENTER SPACING. 0 ALIGN PLANT MATERIAL AT OUTSIDE EDGES OF PLANTER AREA. These documents are the property of LandCreative, Inc. and are not to be copied, reproduced, disposed of, either directly or indiredly, used for another project or any purpose whatsoever without expressed and written permission of LandCreativelnc. I :;: w 0 S-SHR-PLT-01 SCALE: l"=l'-0" Scale: l "= l '-0" S-SHR-HDG-01 SCALE: 1"=1'-0" -------- ,,----{2 ,,----{3 '------f 7 SHRUB PLANTING AS NOTED BELOW "---{5 '---~5 HEDGE PLANTING (})PLANT SHRUB WITH ROOTBALL CROWN l" ABOVE FINISH GRADE AND SLOPE FOR DRAINAGE. AVOID PLANTING IN FRONT OF IRRIGATION SPRAY HEADS TO PROVIDE CLEARANCE WHEN POSSIBLE. ®3" HIGH WATER RETENTION BASIN TO BE REMOVED PRIOR TO THE END OF THE MAINTENANCE PERIOD. @FINISH GRADE. G)uNDISl"URBED NATIVE SOIL. ® PLANT FERTILIZER TABLETS SET 3" BELOW GRADE. QUANTITY PER PLANTING NOTES AND SPECIFICATIONS. PREPARED BACKFILL PER APPROVED HORTICULTURAL SOILS REPORT. ©AMENDED SOIL PER SPECIFICATION. 06" MINIMUM COMPACTED NATIVE BACKFILL PER APPROVED HORTICULTURAL SOILS REPORT. NOTES: l. BACKFILL MATERIAL SHALL NOT HAVE PARTICLES GREATER THAN l/2". 2. PLANT PIT HOLE TO BE EXCAVATED TO A MINIMUM OF 6" WIDER AND 6" DEEPER THAN NURSERY CONTAINER SCARIFY BOTTOM AND SIDES OF PLANT PIT PRIOR TO BACKFILL. 3. ALL SHRUB AREAS SHALL RECIEVE 2" THICK LA YER PLANTER MULCH, REFER TO PLANTING SPECIFICATIONS. A (})INSTALL SHRUBS FOR HEDGE IN A STRAIGHT LINE AT THE SPACING CALLED FOR IN THE SHRUB LEGEND ON THE SHRUB PLAN. ®REFER TO PLANTING SPECIFICATIONS FOR PLANTING PIT AND BACKFILL MIX. REFER TO SHRUB PLANTING DETAIL. 0 FINISH GRADE IN PLANTING AREA. 0 LANDSCAPE CONTRACTOR SHALL PRUNE SHRUBS INTO A CONTINUOUS FORMAL HEDGE. STRAIGHT LINES, CRISP CORNERS. FLAT TOP AND SIDES. PREPARE A SAMPLE HEDGE. 4' LONG FOR REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT. ALL HEDGES SHALL BE TRIMMED PRIOR TO COMPLETION OF LANDSCAPE CONSTRUCTION. ® VERIFY FINAL DIMENSIONS WITH LANDSCAPE ARCHITECT PRIOR TO PREPARING SAMPLE. (DIMENSIONS NOTED BELOW ARE APPROXIMATE). HEDGE DIMENSIONS: l GAL. 6"w X 9"h SGAL. l2"wX l6"h 15GAL. 18"wX30"h ... FOOTING DIMENSIONS AND DEPTH PER STRUCTURAL ENGINEER'S DETAIL. NOTES: REFER TO MATERIALS SCHEDULE SHEET Ll .01 FOR ALL COLORS, MATERIALS, FINISHES AND SPECIFICATIONS. B APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE 3779 EXP.7/31/2017 DATE REVIEWED BY, LP2.02 INSPECTOR DATE SHEET CITY OF CARLSBAD ~ 26 PLANNING DIVISION 8 E IMPROVEMENT PLANS FOR: The Ridge at Robertson Ranch 1----+---+-------------+---------+-----1 1-AP_P_Ro_VE_°'_· ___,_l~.:::0u,::,·""'\-ll--"c.:r"'-'--. "'~1 \"'-,,:,""'.-\1..,_ __ _PLANNING DA lt INITIAL D[SIGN[R Of' WORK REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL DATE INITIAL CITY APPROVAL OWN BY:_,. __ CHKD BY: RVWD BY: PROJECT NO. CT 13-03 DRAWING NO. 480-3T L:\ l.O Projects\2015\LCI 15008 Toll Bros-R Ranch -Ridge Models\05 CD Const. Docs\05.02 CD Sheets\LCI . 15008 -LP3.0l Specs & Notes.dwg I PLANTING MATERIALS SCHEDULE I ITEM: ITEM & DESCRIPTION: A LINEAR ROOT BARRIER B TREE STAKES C TREE STRAP D PLANTING MULCH I POT SCHEDULE POT POT MODEL & POT SYMBOL: MFR.: QTY: POT IMAGE MODEL/ SIZE: SHAWTON RF SERIES ROOT FABRIC BARRIER, RF-3650 2' DIA x 10' TALL V.LT. TWIST BRACE [2-PER TREE) FOREST FLOOR BARK MULCH PLANT MATERIAL: COLOR: BLACK PAINT GREEN TO MATCH FOLIAGE GREEN NA flNISH: MFR. / CONTACT: NOTE TO CONTRACTOR: N.A. N.D.S. 24" MINIMUM DEPTH. [800) 726-1994 LODGE POLE PINE (PER CONTRACTOR) REFER TO DETAIL FOR INSTALLATION FOR ALL STANDARD TREES NOTED EXCEPT ITALIAN CYPRESS & BRISMNI:: BOX 11-?l:l:S. N.A. (PER CONTRACTOR) INSTALL PER MANUFACTURER'S RECOMMENDATIONS. SEE DETAIL FOR SPACING AND QUANTITY. NA AGUINAGA (949) MULCH THICKNESS PER SPECIFICATIONS 756-9558 (OR AND/OR NOTES. APPROVED EQUAL) PLANT PLANT POT POT MODEL & POT SIZE: QTY: SYMBOL: MFR.: QTY: POT IMAGE DETAIL DETAIL PROVIDE NO.: SHUT: MOCK-UP: MOCK-UP NOTE: H D D,E,F ALL LP2.0l LP2.0I LP2.0J LP2.01 PLANT MATERIAL: YES YES YES YES CONTRACTOR SHALL SUBMIT CUT-SHEET TO LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL. CONTRACTOR SHALL SUBMIT CUT-SHEET TO LANDSCAPE ARCHITECT FOR REVIEW AND Al-'1-'l~OVAL. CONTRACTOR SHALL SUBMIT CUT-SHEET TO LANDSCAPE ARCHITECT FOR REVIEW Al'-JD APPROVAL. CONTRACTOR SHALL SUBMIT CUT-SHEET TO LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL. I PLANT PLANT SIZE: QTY: _____ _,__..._ ______ ..._ _______________ _,_ __ -'-_ -----'----------'--'----------''-----------------'---.L-- Plan lX-M -'Manor' MODEL: OCEAN ROCK POT 0 #VP850-852 MEDIUM PLANTER SIZE: 19%°' DIA X 18"TALL MFR: WWW .THEPOTTERYPATCH.CO 561--697-9377 MODEL: TA SOM PLANTER IN 0 ANGKOR GREEN MIST #CMP-6041-4202 SIZE: 21" DIA X 34" TALL MFR: WWW.GARDEN-FOUNrAJNS.mM 800-920-7457 MODEL: TA SOM PLANTER IN © ANGKOR GREEN MIST #CMP-6041-4202 SIZE: 21" DIA X 34" l"ALL MFR: WWW.GARDEN-FOUNfAJNS.mM 800-920-7457 MODEL: TA SOM PLANTER IN © ANGKOR GREEN MIST #CMP-6041-4202 SIZE: 21" DIA X 34" TALL MFR: WWW.GARD!NKJUNTANS.COM 800-920-7457 MODEL: OCEAN ROCK POT #VP854-855 [TI RECTANGULAR POT SIZE: 6" W X l 1" LX Sf'TALL MFR: WWW.THEPOTTERYPATCH.CO 561-697-9377 Plan 2SC-'S anish' MODEL: #5-6091-AN 0 RUSTIC-ANTIQUE FINISH PLANTER SJZE: 30" DIA. X 24" TALL COLOR: ANTIQUE FINISH MFR: WWW.ASIAN-CERAMICS.CO 800.449.6890 MODEL: #5-6091-AN RUSTIC-ANTIQUE FINISH © PLANTER SIZE: 19" DIA. X 15" TALL COLOR: ANTIQUE FINISH MFR: WWW.ASIAN-CERAMICS.CO 800.449.6890 MODEL: #5-6091-AN ® RUSTIC-ANTIQUE FINISH PLANTER SIZE: 30" DIA. X 24" TALL COLOR: ANTIQUE FINISH MFR: WWW .ASIAN-CERAMICS.CO 800,449.6890 2 3 4 2 3 2 LIGUSTRUM JAPONICUM TEXAS PRIVET-TOPIARY CONE PYRAMID PELARGONIUM PELTATUM 'PURPLE' IVY GERANIUM SANSEVERIA TRIFASCIATA 'LAURENTI!' VAR. MOTHER IN LAW TONGUE LIRIOPE SPICATA 'SILVER DRAGON' SIL VER DRAGON LIL YTU RF SANSEVERIA TRIFASCIATA 'LAURENTI!' VAR. MOTHER IN LAW TONGUE LIRIOPE SPICATA 'SIL VER DRAGON' SILVER DRAGON LILYTURF ZAMIA FURFURACEA CARDBOARD PALM OPHIOPOGON PLANISCAPUS 'EBKNIZAM' EBONY KNIGHT MONDO GRASS KALANCHOE BEHARENSIS FELT PLANT SEDUM RUPESTRE LEMON CORAL SEDUM ANOGIZANTHOS 'BIG RED' KANGAROO PAW SEDUM RUPESTRE LEMON CORAL SEDUM KALANCHOE BEHARENSIS FELT PLANT SEDUM RUPESTRE LEMON CORAL SEDUM l5GAL l GAL. 5 5 GAL. 1 GAL. 4 5GAL. 1 GAL. 4 5GAL. 6" POT 3 15 CAL. 1 l GAL. 5 5 GAL. 1 GAL. 4 15 GAL. 1 GAL. 5 These documents are the property of LandCreative, Inc. and are not to be copied, reproduced, disposed of, either directly or indirectly, used for another project or any purpose whatsoever without expressed and written permission of LandCreativelnc. Plan 4T-'Tuscan' OJ [KJ [I] NOTES: MODEL: LEO SAL VA GED WOOD & METAL PLANTERS PLANTERS-LARGE SIZE: 22" SQ. X 31f' TALL MFR:WWW.RESTORATION HARDWARE.COM /REMOVE FEET, SH ON MODEL: LEO SAL VA GED WOOD & METAL PLANTERS PLANTERS-SMALL SIZE: 15" SQ. X 22" TALL MFR:WWW .RESTORATION HARDWARE.COM (REMOVE FEET, SET ON PAVEMENT MODEL: LEO SALVAGED WOOD & METAL PLANTERS PLANTERS-MEDIUM SIZE: 18"SQ.X26"TALL MFR:WWW .RESTORATION HARDWARE.COM (REMOVE FEET, SET ON PAVEMENT REFER TO DETAIL 'B' LC2.07 FOR SPECIFICATIONS 2 4 l. PLANT QUANTITIES SHOWN ARE PER POT. OLEA EUROPAEA 'MONHER' 15 GAL. MAJESTIC BEAUTY FRUITLESS OLIVE-MULTI BRANCH TREE ROSMARIN US OFFICINALIS 'TUSCAN BLUE' 1 GAL. 4 CREEPING ROSEMARY AZALEA 'ALASKA WHITE' WHITE AZALEA HEDERA HELIX 'THORNDALE' THORNDALE ENGLISH IVY JUNIPERUS 'BLUE POINT BLUE POINT JUNIPER ROSMARIN US OFFICINALIS 'TUSCAN BLUE' CREEPING ROSEMARY AGAPANTHUS AFRICAN US 'THUM BELINA' THUMBELINA LILY OF THE NILE IPOMOEA 'BRIGHT IDEAS SERIES' BRIGHT IDEAS SWEET POTATO VINE l5GAL. l GAL. 4 l5GAL. 1 GAL. 4 1 GAL. 3 l GAL. 4 2. CONTRACTOR SHALL SUBMIT PHOTOS OF ALL 15 GAL. PLANTS OR LARGER FOR REVIEW AND APPROVAL. 3. ALL POTS SHALL BE PLUMBED FOR DRAINAGE CONNECTING TO THE ADJACENT STORM DRAIN SYSTEM. 4. ALL POTS SHALL RECEIVE IRRIGATION. REFER TO IRRIGATION PLANS FOR CONNECTION AND VALVE ASSIGNMENT. 5. ALL POTS SHALL BE SEALED AND WATERPROOFED WITH SPRAY-APPLIED SEALER. 6. REFER TO SHEET LP3.02 FOR POTTING SOIL MIX. 7. REFER TO POT PLANTING DETAIL FOR POT ASSEMBLY. I GENERAL PLANTING NOTES: l. CONTRACTOR SHALL PROVIDE PHOTOS OF EACH VARIETY OF PLANT MATERIAL. FOR REVIEW AND APPROVAL BY OWNER AND LANDSCAPE ARCHITECT. PHOTOS SHALL SHOW THE REPRESENTATIVE SIZE. QUALITY, AND CHARACTER OF EACH VARIETY. 2. THE QUANTITIES SHOWN IN THE PLANTING LEGEND ARE FOR CONVENIENCE ONLY. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AND INSTALL QUANTITIES OF PLANT MATERIAL AS DRAWN OR CALLED OUT ON THE PLAN. 3. THE CONTRACTOR SHALL INSTALL A 3" DEEP LA YER OF PLANTER MULCH IN ALL SHRUB AND GROUNDCOVER AREAS. PLANTER MULCH SHALL BE FOREST FLOOR BARK MULCH AVAILABLE FROM AQUINAGA FERTILIZER (949) 786-9558 OR APPROVED EQUIVALENT. SUBMIT SAMPLE AND TECHNICAL INFORMATION TO LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL. 4. CONTRACTOR SHALL INSTALL ALUMNIUM EDGING OR OTHER HEADER MATERIAL BETWEEN TURF AND SHRUB/GROUNDCOVER AREAS AS CALLED OUT ON THE CONSTRUCTION PLAN. 5. FOR POT LEGEND AND SCHEDULE REFER TO SHEET LP3.01. 6. CONTRACTOR SHALL INSTALL ROOTBARRIERS AT ALL TREES AS NOTED IN PLANTING SPECIFICATIONS, REFER TO SHEET LP2.0l I APPROVED FOR /RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE_37_7_9 __ EXP.7/31/2017 DATE REVIEWED BY: LP3.01 INSPECTOR DATE. The Ridge at Robertson Ranch l----l---+-----------------1-----1--~I----I---I [-A-PP_R_O_VE_D_: ---'...,~.'-=-/I'-' 1("-"''-'-'""'-"""'-"-----I~\ q. E)v~ PLANNING DAlt: INI AL DESIGNER Of' WORK REVISION DESCRIPTION DA lE INITIAL DAlt: INITIAL OlHER APPROVAL CITY APPROVAL OWN BY: CHKD BY:~-- RVWD BY: m. PROJECT NO. CT 13-03 DRAWING NO. 480-3T - I -----------------. ------------------~ I OWNER'S CONSTRUCTION WORK RESPONSIBILITY I l. THE OWNER IS DIRECTLY RESPONSIBLE FOR ALL ASPECTS OF CONSTRUCTION. ALL FIELD MEETINGS AND SITE OBSERVATION REQUESTS SHALL BE INITIATED BY THE CONTRACTOR & COORDINATED WITH THE LANDSCAPE ARCHITECT THROUGH THE OWNER'S REPRESENTATIVE. THE LANDSCAPE ARCHITECT WILL BE IN A SUPPORT OBSERVATION ROLE TO THE OWNER PROVIDING INTERPRETIVE ADVICE ONLY IN ACCORDANCE WITH THE OBSERVATION SCHEDULE AS NOTED. 2. THE OWNER OR OWNERS REPRESENTATIVE SHALL BE RESPONSIBLE FOR DETERMINING PROPERTY LINES, RIGHT-OF-WAYS, TRACT BOUNDARIES, GRADES, EASEMENTS, UTILITY LOCATIONS (ABOVE & BELOW GRADE) & ANY OTHER LEGAL OR PHYSICAL ELEMENTS AS REQUIRED FOR THE SUCCESSFUL COMPLETION OF THE WORK. CONTRACTOR SHALL NOT BE PERMITTED TO PROCEED WITH ANY WORK WITHOUT DETERMINATION OF THE ABOVE INFORMATION. 3. THE OWNER OR OWNERS REPRESENTATIVE SHALL PROVIDE ROUGH GRADE TO WITHIN 1/lOTH OF ONE FOOT FROM FINISH GRADE. 4. THE OWNER IS RESPONSIBLE FOR CONSULTING WITH THE LANDSCAPE ARCHITECT FOR ALL DISCOVERED DISCREPANCIES IN SITE CONDITIONS, DRAWINGS OR SPECIFICATIONS PRIOR TO CONTINUING WORK IN THE DISCREPANCY AREA. ANY UNREPORTED DISCREPANCY & CONTINUED WORK WITHOUT WRITTEN AUTHORIZATION FROM THE OWNER, OWNERS REPRESENTATIVE OR LANDSCAPE ARCHITECT SHALL BE AT THE CONTRACTOR'S RISK & EXPENSE. 5. ALL QUESTIONS RELATING TO INTERPRETATION QF THE DRAWINGS & SPECIFICATIONS, QUALITY OF WORK, & FULFILLMENT OF THE CONTRACT DOCUMENTS SHALL BE DECIDED BY THE OWNER & LANDSCAPE ARCHITECT. I LANDSCAPE ARCHITECT'S REQ'D. FIELD OBSERVATION WORK I 1. THESE LANDSCAPE ARCHITECTURAL CONSTRUCTION DOCUMENTS WERE PREPARED FOR THE OWNER WITH THE UNDERSTANDING THAT THE OWNER SHALL USE LANDCREATIVEINC. LANDSCAPE ARCHITECTURE TO PROVIDE "FULL' CONTRACT SERVICES INCLUDING CONSTRUCTION OBSERVATION. FAILURE TO USE LANDCREATIVE,INC. TO COMPLETE THE CONSTRUCTION OBSERVATION SERVICES SET FORTH HEREIN SHALL SIGNIFICANTLY INCREASE THE RISK OF LOSS RESULTING, FROM MISINTERPRETATION OF THE DESIGN INTENT, UNAUTHORIZED MODIFICATIONS, B. FAILURE TO DETECT ERRORS & OMISSIONS IN THE PLANS & SPECIFICATIONS BEFORE THEY BECOME COSTLY MISTAKES. IN THE EVENT THAT LANDCREATIVEINC. LANDSCAPE ARCHITECTURE DOES NOT COMPLETE THE FIELD OBSERVATION SERVICES AS DESCRIBED HEREIN, THE OWNCR, OR SUBSEQUENT OWNER (INDIVIDUALS OR CORPORATIONS WHO HAVE PURCHASED THESE PLANS WITH THE PROJECT), AGREES TO HOLD HARMLESS, INDEMNIFY, & DEFEND LANDCREATIVE,INC. FROM & AGAINST ANY & ALL CLAIMS. I LANDSCAPE CONTRACTOR'S RESPONSIBILITIES l. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR, TRANSPORTATION, SERVICES, & EQUIPMENT NECESSARY TO INSTALL LANDSCAPE PLANTING AS SHOWN ON THE DRAWINGS & AS SPECIFIED HEREIN. 2. ALL FEDERAL STATE, & LOCAL LAWS & REGULATIONS GOVERNING THIS WORK ARE HEREBY INCORPORATED INTO & MADE PART OF THESE PLANS. WHEN THESE PLANS CALL FOR CERTAIN MATERIALS, WORKMANSHIP OR A LEVEL OF CONSTRUCTION THAT EXCEEDS THE LEVEL OF FEDERAL STATE, OR LOCAL REQUIREMENTS, THE PROVISIONS OF THESE PLANS SHALL TAKE PRECEDENCE. 3. ALL WORK SHALL BE PERFORMED BY A C-27 CALIFORNIA LICENSED CONTRACTOR. 4. THE CONTRACTOR SHALL PAY FOR ANY & ALL PERMITS, FEES, BONDS & OBSERVATIONS BY PUBLIC AGENCIES THAT ARE NECESSARY TO PERFORM & COMPLETE HIS PORTION OF THE WORK. 5. THE CONTRACTOR SHALL CARRY ALL WORKMAN'S COMPENSATION, PUBLIC LIABILITY & PROPERTY DAMAGE INSURANCE AS REQUIRED BY ALL APPLICABLE CODES, REGULATIONS & BY THE OWNER. 6. THE CONTRACTOR SHALL BE RESPONSIBLE TO CONSULT WITH SITE SUPERINTENDENT, APPROPRIATE AGENCIES, & DRAWINGS FOR VERIFYING LOCATIONS AND DEPTHS OF UNDERGROUND UTILITIES, PIPES & STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COSTS INCURRED DUE TO DAMAGE OF SAID UTILITIES IF PROPER VERIFICATION BY CONTRACTOR WAS NOT PERFORMED. 7. IF ANY UNDERGROUND CONSTRUCTION OR UTILITY LINES ARE ENCOUNTERED DURING THE EXCAVATION OF PLANTING HOLES OR OTHER FEATURES, ALTERNATIVE PLANTING LOCATIONS MAY BE SELECTED BY THE OWNER. 8. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE WORK OF OTHER CONTRACTORS FOR WORK THAT IS RELATED TO THE PROPER EXECUTION OF LANDSCAPE CONTRACTOR'S WORK. 9. AFTER ROUGH GRADING, SOIL SAMPLES SHALL BE TAKEN FROM ENOUGH LOCATIONS ON THE SITE TO REPRESENT AN ADEQUATE CROSS SECTION OF CONDITIONS. SOILS TEST SHALL BE PERFORMED BY A SOIL TESTING LABORATORY (PRE-APPROVED BY THE CITY). THE TEST SHALL INDICATE BUT NOT BE LIMITED TO THE FOLLOWING: a) ORGANIC MATTER CONTENT b) N, P, K c) pH di EC e) SOIL TEXTURE (SILT, CLAY, SAND) f) RECOMMENDATIONS FOR AMENDMENTS, LEACHING, AND MAINTENANCE FERTILIZATIONS. THE RESULTS AND RECOMMENDATIONS OF THE SOIL TESTING LABORATORY SHALL BE SUBMITTED TO AND APPROVED BY THE CITY. THE APPROVED RECOMMENDATIONS FOR AMENDMENTS AND BACKFILL SHALL BE INCORPORATED INTO THE LANDSCAPE PLANS PRIOR TO THE START OF CONSTRUCTION AND SHALL BECOME PART OF THE APPROVED PLANS. 10. THE LANDSCAPE CONTRACTOR SHALL OBTAIN A LETTER OF FINAL GRADE CERTIFICATION FROM THE OWNER'S REPRESENTATIVE PRIOR TO BEGINNING PLANTING OPERATIONS CERTIFYING THAT ROUGH GRADES ARE WITHIN l/lOTH OF AN INCH FROM SPECIFIED FINISH GRADES. THE LANDSCAPE CONTRACTOR SHALL ENSURE THAT FINAL FINISH GRADE ELEVATIONS OF PLANTING AREAS ARE SET AT PROPER ELEVATIONS RELATIVE TO PAVING FINISH SURFACE ELEVATIONS, UTILITY COVERS, & CURBS. l l. THE LANDSCAPE CONTRACTOR IS REQUIRED TO SUBMIT TO THE OWNER'S REPRESENTATIVE & LANDSCAPE ARCHITECT A COMPLETE LIST OF THE REQUIRED CONTAINER PLANTS & GROUND COVER MATERIAL. THE LIST SHALL INCLUDE EACH VARIETY OF TREE, SHRUB & GROUND COVER: THEIR BOTANICAL & COMMON NAME: EACH REQUIRED TREE QUANTITY & CONTAINER SIZE; THEIR NURSERY SOURCE LOCATIONS & NURSERY SALES PERSON TO CONTACT; THEIR SPECIFICATIONS AS TO HEIGHT, SPREAD & TRUNK CALIPER PER AMERICAN STANDARD FOR NURSERY STOCK AT SIX INCHES (6") ABOVE GROUND LEVEL UP TO 41N (4") CALIPER SIZE. IF A LARGER CALIPER TREE IS SPECIFIED, THE CALIPER SIZE SHALL BE MEASURED AT TWELVE INCHES ,:12") ABOVE GROUND LEVEL. A REPRESENTATIVE PHOTO OF EACH VARIETY OF TREE, & A PHOTO OF EACH REPRESENTATIVE VARIETY OF SHRUB ONE (I) GALLON OR LARGER SHALL ACCOMPANY THE SUBMITTAL. THIS LIST SHALL BE REQUIRED WITHIN FIFTEEN {15) DAYS FROM THE DATE THAT THE CONTRACT IS AWARDED. A PHYSICAL REPRESENTATIVE PLANT OF EACH VARIETY FIVE (5) GALLON & SMALLER SHALL BE PROVIDED FOR APPROVAL ON SITE PRIOR TO DELIVERY OF ENTIRE ORDER. 12. THE CONTRACTOR SHALL MARK THE LOCATION OF EACH TREE OR PALM IN THE FIELD WITH A MINIMUM THREE (3) FOOT LONG STAKE. THE LOCATIONS SHALL BE REVIEWED AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO EXCAVATING PLANTING PITS. THE LANDSCAPE ARCHITECT SHALL REVIEW AND APPROVE THE LAYOUT AND SPACING OF ALL SHRUB MATERIAL PRIOR TO EXCAVATING PLANTING PITS. 13. IF CONFLICTS ARISE BETWEEN ACTUAL SIZE OF PLANTING AREAS ON-SITE & THOSE INDICATED ON DRAWINGS, THE CONTRACTOR SHALL CONTACT OWNER'S AUTHORIZED REPRESENTATIVE FOR RESOLUTION. FAILURE TO MAKE SUCH CONFLICTS KNOWN TO OWNER'S AUTHORIZED REPRESENTATIVE IN A TIMELY FASHION MAY RESULT IN CONTRACTOR'S LIABILITY TO RELOCATE PLANT MATERIALS OR AT WORST CASE, BECOME UNABLE TO CHARGE OWNER FOR PLANT MATERIAL ALREADY PLANTED. 14. THE LOCATION OF ALL PLANT MATERIAL, I.E. TREES, SHRUBS, VINES & GROUND COVERS, MUST BE APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. PLANT MATERIAL INSTALLED WITHOUT OWNER'S AUTHORIZED REPRESENTATIVE'S APPROVAL MAY BE SUBJECT TO REMOVAL & REPLACEMENT WITH RELATED COSTS INCURRED BY CONTRACTOR. 15. THE CONTRACTOR SHALL BE RESPONSIBLE TO FURNISH PLANT MATERIAL FREE OF PESTS, POOR CONDITION, OR DISEASE, INCLUDING PRE-SELECTED OR PRE-TAGGED PLANT MATERIAL PROVIDED BY OWNER. 16. THE CONTRACTOR SHALL PROVIDE AND INSTALL LINEAR ROOT BARRIER WHERE TREE TRUNKS ARE WITHIN 5'-0" OF A CONCRETE CURB OR PAVING OF ANY MATERIAL, MAJOR SITE UTILITY, OR WHERE THE OUTSIDE EDGE OF A TREE BOX IS WITH IN 2'-0'' OF A DRAIN LINE OR IRRIGATION MAIN LINE PIPE THAT COULD BE COMPROMISED BY ROOTS. THE MINIMUM LENGTH OF ANY ROOT BARRIER SHALL BE 10'-0" AND SHALL BE INSTALLED RUNNING PARALLEL TO THE CONCRETE EDGE OR PIPE REQUIRING PROTECTION. THE ROOT BARRIER SHALL BE CENTERED ON THE TREE TRUNK. 17. THE CONTRAC[OR SHALL NOT WILLFULLY PROCEED WITH PLANTING OPERATIONS WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS & GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN PROCESS. CONTRACTOR SHALL BRING SUCH CONDITIONS IMMEDIATELY TO THE ATTENTION OF OWNER'S AUTHORIZED REPRESENTATIVE FOR RESOLUTION. CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR COSTS INCURRED & REQUIRED MODIFICATIONS DUE TO LACK OF PROVIDING SUCH NOTIFICATION. 18. THE CONTRACTOR SHALL NOT PLANT ANY TREE WITHIN 10-FEET OF GAS, WATER OR SEWER LINES. CONTRACTOR SHALL CONTACT OWNER IF MEETING THIS CRITERIA CAUSES A CHANGE FROM LOCATIONS INDICATED ON DRAWINGS. 19. THE CONTRACTOR SHALL PROVIDE THE PROPER SETBACK BETWEEN STREETLIGHTS AND OTHER UTILITY EQUIPMENT AND TREES- CONTACT CITY INSPECTOR OR APPROPRIATE UTILITY COMPANY FOR REQUIRED SETBACKS. 20. THE CONTRACTOR SHALL INSTALL A 3" DEEP LA YER OF SHREDDED BARK MULCH IN ALL SHRUB AND GROUNDCOVER AREAS LESS THAN 2:1 SLOPE. PLANTER MULCH SHALL BE 'FOREST FLOOR' BARK MULCH 1/2"-! 1/2" AVAILABLE FROM AGUINAGA FERTILIZER (999.786.9558) OR APPROVED EQUIVALENT. SUBMIT SAMPLE AND TECHNICAL INFORMATION TO LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL. 21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ENCROACHMENT ONTO ADJACENT PROPERTY, RIGHT-OF-WAYS, EASEMENTS, SETBACKS OR ANY OTHER LEGAL PROPERTY RESTRICTION EITHER MARKED OR UNMARKED. 22. THE CONTRACTOR SHALL BE LIABLE FOR DAMAGE TO ALL UTILITIES, CONSTRUCTION, IRRIGATION & PLANTING ELEMENTS, EXISTING OR NEW, MARKED OR UNMARKED, & SHALL REPAIR OR REPLACE ANY DAMAGED IMPROVEMENTS IN A MANNER ACCEPTABLE TO THE OWNER. 23. WHEN IRRIGATION PLANS ARE NOT PART OF THE LANDSCAPE DESIGN PACKAGE, THE CONTRACTOR SHALL PERFORM AN IRRIGATION AUDIT TO VERIFY THE USABILITY OF ALL PORTIONS OF THE EXISTING IRRIGATION SYSTEM,. UPON COMPLETION OF THE AUDIT THE CONTRACTOR SHALL PROVIDE A DESIGN BUILD IRRIGATION SYSTEM THAT PROVIDES 100% HEAD TO HEAD COVERAGE FOR EACH NEW AND EXISTING PLANTING AREA TO REMAIN. THE CONTRACTOR SHALL PROVIDE IRRIGATION SHOP DRAWINGS FOR THE CLIENT TO REVIEW PRIOR TO IMPLEMENTATION. THE SHOP DRAWINGS SHALL INDICATE ANY SLEEVING REQUIRED UNDER NEW OR EXISTING PAVING FOR IRRIGATION SYSTEM AND SHOW COORDINATION WITH ANY OTHER UTILITY SUCH AS CABLE, GAS, AND ELECTRIC. THE CONTRACTOR SHALL VERIFY THAT THE TYPE OF IRRIGATION SYSTEM TO BE IMPLEMENTED FOR EACH AREA WILL TAKE INTO ACCOUNT AND ACCOMMODATE THE NEEDS OF DIFFERENT PLANT TYPES, WIND, RAIN, TEMPERATURES, SOLAR ASPECT AND OTHER SEASONAL CHANGES. THE SYSTEM SHALL PROVIDE COVERAGE THAT COMPILES WITH THE STATE MANDATED WATER USAGE, AND THE SELECTED CONTROLLER SHALL MEET THE CLIENTS REQUIREMENTS. L.\ 1.0 ProJects\2015\LCI 15008 Toll Bros-R Ranch -Ridge Models\05 CD Const. Docs\05.02 CD Sheets\LCI. 15008-LP3.02 Specs & Notes.dwg 24. THE LANDSCAPE ARCHITECT SHALL BE RESPONSIBLE TO PERFORM THE FOLLOWING SITE OBSERVATION TASKS. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IN SUFFICIENT TIME TO PERFORM A SPECIFIED SITE OBSERVATION TASK. INSUFFICIENT NOTIFICATION OF TIME GIVEN TO THE LANDSCAPE ARCHITECT MAY REQUIRE THE SITE VISIT TO BE CANCELED, OR POSSIBLY, MAKE CONTRACTOR RESPONSIBLE TO COMPENSATE THE LANDSCAPE ARCHITECT FOR OVERflME. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE LANDSCAPE ARCHITECT FORTY-EIGHT (48) HOURS IN ADVANCE TO SCHEDULE THE FOLLOWING SITE VISITS: A. B. C. D. A CONTRACTOR PRE-CONSTRUCTION "KICK-OFF" MEETING. WEED ABATEMENT EFFECTIVENESS. FINAL GRADE OF ALL TURF AND PLANTING AREAS INCLUDING LAYOUT OF HEADER LINE. LOCATION OF ALL TREES -PRIOR TO EXCAVATION OF PLANTING PITS. E. LOCATION AND LAYOUT OF SHRUB AREAS-PRIOR TO EXCAVATION OF PLANTING PITS. F. ROOT BARRIER LOCATION & INSTALLATION APPROVAL. G. PROGRESS VISITS -PERIODIC SITE REVIEWS SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT DURING CONSTRUCTION OPERATIONS TO VERIFY CONFORMANCE TO PLANS & SPECIFICATIONS. H. FINAL WALK-THROUGH/PROJECT SUBSTANTIAL CONFORMANCE-THE OWNER & LANDSCAPE ARCHITECT SHALL VERIFY ALL WORK UNDER THE CONTRACT FOR COMPLETENESS PRIOR TO THE START OF THE MAINTENANCE PERIOD. I. MAINTENANCE OBSERVATIONS -THE OWNER & LANDSCAPE ARCHITECT SHALL REVIEW THE PROJECT TO VERIFY CONFORMANCE WITH THE MAINTENANCE SPECIFICATIONS PRIOR TO RELEASING THE PROJECT TO THE OWNER. 25. NO SITE VISIT SHALL BE SCHEDULED PRIOR TO COMPLETION OF ALL PREVIOUS PUNCH LIST ITEMS, UNLESS COMPLIANCE HAS BEEN WAIVED BY THE OWNER & LANDSCAPE ARCHITECT. FAILURE TO ACCOMPLISH THE TIMELY EXECUTION OF PREVIOUS PUNCH LIST ITEMS AND PREPARING ADEQUATELY FOR THE NEXT SITE VISIT SHALL MAKE THE CONTRACTOR POTENTIALLY LIABLE FOR REIMBURSING THE LANDSCAPE ARCHITECT FOR HIS LABOR & REIMBURSABLE EXPENSES. NO FURTHER SITE VISITS SHALL BE MADE UNTIL OUTSTANDING CHARGES HAVE BEEN PAID TO THE LANDSCAPE ARCHITECT BY THE CONTRACTOR. 26. THE CONTRACTOR SHALL BE RESPONSIBLE & LIABLE FOR ANY LOSS TO EQUIPMENT, PARTS & MATERIALS ON THIS PROJECT UNTIL COMPLETION & ACCEPTANCE OF THE JOB IN WRITING FROM THE OWNER. 27. THE CONTRACTOR SHALL GUARANTEE ALL WORK AS TO MATERIAL & WORKMANSHIP FOR A PERIOD OF ONE YEAR FOLLOWING THE DATE OF FINAL ACCEPTANCE OF PROJECT. THE CONTRACTOR SHALL PROVIDE A WRlm:N GUARANTEE ON HIS LErrERHEAD AT THE FINAL INSPECTION. 28. THE CONTRACTOR SHALL PROVIDE A WRITTEN CERTIFICATION THAT THE PLANTING WORK IS INSTALLED IN FULL COMPLIANCE WITH THE CONTRACT DOCUMENTS. ANY APPROVED SUBSTITUTIONS OR DEVIATIONS FROM THE PLANS OR SPECIFICATIONS SHALL BE NOTED. THIS CERTIFICATION SHALL BE ON THE CONTRACTOR'S LETTERHEAD WITH HIS SIGNATURE & CALIFORNIA C-27 CONTRACTOR'S LICENSE NUMBER. I LANDSCAPE SPECIFICATIONS 1. PRIOR TO PROCEEDING WITH ANY WORK UNDER THIS CONTRACT, THE CONTRACTOR SHALL REMOVE ALL ROCKS GREATER THAN 1" DIAMETER, WEEDS, DEBRIS, & OTHER EXTRANEOUS MATERIAL IN PLANTING AREAS FROM THE JOB SITE & DISPOSE OF IT OFF-SITE IN A SUITABLE & LAWFUL MANNER. 2. UPON COMPLETION OF ALL IRRIGATION WORK, ALL PLANTING AREA, INCLUDING SLOPES AND TURF AREAS, SHALL BE SPRAYED WITH A SYSTEMIC HERBICIDE; CLEARED & GRUBBED OF SURFACE WEED GROWTH; & SHALL BE WEED FREE PRIOR TO PROCEEDING WITH ANY PLANTING WORK. REFER TO "GROW-KILL-GROW" NOTES THIS SHEET. 3. THE CONTRACTOR SHALL ESTABLISH FINISH GRADE A MINIMUM OF SIX INCHES (6") BELOW THE FINISH FLOOR OF BUILDINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SMOOTH EVEN FINISH GRADES AT BUILDINGS, WALKS. OTHER PERMANENT OBJECTS & LIMITS OF WORK. ALL CHANGES IN GRADE SHALL BE BLENDED UNIFORM VERTICAL CURVES. ALL AREAS TO BE PLANTED IN TURF SHALL BE SMOOTHED TO THE OWNER'S SATISFACTION. OBJECTS SUCH AS ROCKS, DEBRIS, CLODS OR OTHER EXTRANEOUS MATERIAL SHALL BE REMOVED FROM SITE. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DRAINAGE IN ALL PLANTING AREAS IN ACCORDANCE WITH THE PLANS, DETAILS, & SPECIFICATIONS. GRADE ALL PLANTING AREAS AT A MINIMUM 2% GRADIENT. 5. THE CONTRACTOR SHALL USE ON-SITE SOIL FOR ALL LANDSCAPE BERMS & MOUNDING. WHEN ON-SITE SOIL IS NOT AVAILABLE, IMPORT SOIL SHALL MEET THE FOLLOWING SPECIFICATIONS: SILT PLUS CLAY CONTENT OF THE IMPORT SOIL SHALL NOT EXCEED 20% BY WEIGHT WITH A MINIMUM 95% PASSING THE 2.0 MM. SIEVE. THE SODIUM ABSORPTION RATIO {SAR) SHALL NOT EXCEED 6.0 MM. & THE ELECTRICAL CONDUCTIVITY (ECE) OF THE SATURATION EXTRACT OF THIS SOIL SHALL NOT EXCEED 3.0 MMHOS./CM AT 250C. THE BORON CONTENT OF THIS SOIL SHALL BE NO GREATER THAN l PPM AS MEASURED ON THE SATURATION EXTRACT. IN ORDER TO VERIFY CONFORMANCE, SAMPLES OF THE IMPORT SOIL SHALL BE SUBMITTED TO THE SOIL LABORATORY FOR ANALYSIS PRIOR TO IMPORT ON SITE. 6. ALL PLANT MATERIAL SHALL BE OF A SIZE, CHARACTER & QUALITY WHICH MEETS THE ACCEPTED INDUSTRY STANDARDS FOR THAT PLANT SPECIE & SHALL BE FREE FROM INSECTS, THEIR EGGS, DISEASE, WEEDS, OR OTHER DETRIMENTAL CHARACTERISTICS. 7. ALL PLANT MATERIAL SHALL BE HANDLED & STORED SO THEY ARE ADEQUATELY PROTECTED FROM DRYING OUT, SUN, WINDBURN, VANDALISM OR ANY OTHER INJURY. 8. THE OWNER & LANDSCAPE ARCHITECT MAY REJECT ANY & ALL PLANT MATERIAL REGARDED AS UNSUITABLE AT ANY TIME. SUCH PLANTS SHALL BE REMOVED FROM THE JOB SITE IMMEDIATELY & BE REPLACED AT NO ADDITIONAL COST TO THE OWNER. 9. ALL PLANT MATERIAL SHALL BE AS SPECIFIED & PLANTED AS DETAILED & NOTED. ANY PROPOSED SUBSTITUTIONS SHALL BE APPROVtD BY IHI:: OWNl::R AND LANDSCAPE AIKHlll::CI PRIOR 10 DELIVERY TO !Ht: SIii::. 10. ALL GROUND COVER AREAS SHOWN ON THE PLANS SHALL BE PLANTED WITH ROOTED CUTTINGS FROM FLATS CONTINUOUS UNDER TREES & SHRUBS & SPACED AS NOTED ON PLANS & STAGGERED AS SHOWN ON DETAIL. 11.THE EXECUTION OF PLANTING: A. ALL PLANTING TO BE INSTALLED PER PLANTING DETAILS B. ALL PLANTS SHALL HA VE THE DESIGNED DRAINAGE, ROOT BARRIERS, PLANT TABLETS, & MYCORRHIZAL PACKETS PER SPECIFICATION C. ALL PLANTS SHALL BE PRUNED AS DIRECTED BY OWNERS REPRESENTATIVE. PLANTS WITH EVIDENT CIRCULAR ROOTS SHALL HAVE SIDES OF THE ROOTBALL SCARIFIED PRIOR TO PLANTING. ALL PLANTS SHALL BE WATERED IMMEDIATELY AFTER BACKFILLING PLANTING PITS. ALL AREAS· RECEIVING PLANTS&/ OR HYDRO SEEDING SHALL BE MOIST TO A DEPTH OF 6" AT THE TIME OF PLANTING. 12. ALL PLANTING AREAS DESIGNATED TO RECEIVE SHRUBS OR GROUND COVER FROM FLATS &/OR TURF (EXCEPT GROUND COVER AREAS ON SLOPES GRATER THAN 3:1 OR AREAS RECEIVING HYDROSEEDING) SHALL RECEIVE THE FOLLOWING AMENDMENTS PER 1.000 SQFT. & SHALL BE UNIFORMLY BLENDED INTO THE UPPER 6" OF THE SURFACE SOIL ALL PLANTING AREAS LESS THAN 3" SLOPE SHALL BE CROSS RIPPED TO A 9" DEPTH PRIOR TO APPL YING SOIL AMENDMENTS. 2 CU. YDS. NITROGEN FORTIFIED ORGANIC AMENDMENT DERIVED FROM COMPOST, REDWOOD SAWDUST, OR FIR SAWDUST (RATES AND FERTILIZERS MAY HAVE TO BE ADJUSTED DEPENDING ON ANALYSIS OF SELECTED COMPOST) 25 LBS. 6-24-24 XB+ 13. BACKFILL MIX AROUND ALL CONTAINER PLANT MATERIALS SHALL CONSIST OF THE FOLLOWING UNIFORMLY BLENDED MATERIALS: 6 PARTS BY VOLUME ON-SITE SOIL 2 PARTS BY VOLUME ORGANIC AMENDMENT PER ABOVE 10 LBS. 6-24-24 XB+ PER CUBIC YARD OF MIX 10 LBS. AGRICULTURAL GYPSUM PER CUBIC YARD OF MIX l LBS. IRON SULFATE PER CUBIC YARD OF MIX 14. FOR ITEMS 12 & 13 ABOVE: THE ABOVE MENTIONED SOIL AMENDMENTS & BACK FILL MIX HAVE BEEN PROVIDED FOR BID PURPOSES ONLY, PENDING HORTICULTURAL SOILS REPORT AS NOTED IN ITEM NO. 9 UNDER LANDSCAPE CONTRACTORS RESPONSIBILITY. CONTRACTOR SHALL REFER TO HORTICULTURAL SOILS REPORT FOR CONSTRUCTION PURPOSES. 15. PLANT FERT!LIZER TABLETS SHALL BE 'GRO-POWER' PLANTING TABLETS 12-8-8 (7 GRAM OR EQUAL). PLANTING TABLETS SHALL BE FURNISHED AND INSTALLED AT RATES PER THE MANUFACTURERS RECOMMENDATIONS. PLANT TABLETS SHALL BE PLACED AT THE TOP OF THE ROOTBALL APPROXIMATELY TWO INCHES (2") FROM ROOT TIP AT EVEN SPACING AROUND THE PLANT. 16. MYCORRHIZAL TABLETS SHALL BE "PLANT SUCCESS" TABLETS (OR APPROVED EQUIVALENT) AVAILABLE FROM PLANT REVOLUTION (WWW.PLANT REVOLUTION.COM). TABLETS SHALL BE PLACED IN THE PLANTING PIT JUST BELOW THE TOP OF THE ROOTBALL, TOUCHING THE ROOTBALL AND EVENLY SPACED AROUND THE PLANT. 17. EACH FIELD ( TURF AREA -4 SAMPLES PER FIELD) PLANTING AREAS (LESS THAN 2: I SLOPE -3 SAMPLES TOTAL) AND SLOPE AREA (2: I AND GREATER -3 SAMPLES TOTAL). SAMPLES SHALL BE fAKEN AT A DEPTH OF 0"-9". 18. AND OBTAIN A SOIL MANAGEMENT REPORT (INCLUDING SOIL TEXTURE, ORGANIC MATTER CONTENT AND AGRICULTURAL SUITABILITY SOILS REPORT. 19. STRAW MAT, STABILIZE TO HILLSIDE. PRODUCT AS RECOMMENDED BY THE CITY OF CARLSBAD. 20: HYDROSEED MIX FOR ALL LOW FLOW WATER QUALITY BASIN AREAS: l. MATERIAL LBS/ACRE A. VIRGIN WOOD FIVER HYDROMULCH 2,000 B. HYDROSEED HUMUS FERTILIZER 500 C. ORGANIC BINDER l 00 2. SEED: A. VULPIA MEGALEURA B. LASTHENICA CALIFORNICA C. ESCHSCHOLZIA CALIFORNICA D. LUPIN US SUCCULENTUS E. CAMISSONIA CALIFORNIFCA F. CLARKIA UNGICULATA G. SALVIA COLUMAR/AE H. MIMULUS GUTTATUS I. ARTEMESIA DOUGLAGIANA TURF -(HYDRO-STOLON): STOLON MIX: MATERIAL 1. HYDRO-MULCH 2. FERTILIZER (HUMUS FERTILIZER) 3. SOIL STABILIZER STOLONS: LBS/ ACRE 25 2 2 3 l 2 2 2 2 LBS/ACRE 2,000 500 100 TIFFWA Y -419 HYBRID BERMUDA OR GN-1 HYBRID BERMUDA (AVAILABLE FROM PACIFIC SOD (805) 302-4571) BUSHEL QUANTITIY NOTE: FOR INSTALLATION BETWEEN MAY 1 AND JUNE 30 ............. 12 BUSHELS /ACRE FOR INSTALLATION BETWEEN JULY l AND SEPT 31 ............ 16 BUSHELS/ ACRE I LANDSCAPE MAINTENANCE NOTES l. THE MAINTENANCE PERIOD SHALL COMMENCE UPON THE OWNER'S WRITTEN APPROVAL OF ALL PHASES OF PLANTING INSTALLATION & SHALL CONTINUE FOR NINETY (90) CALENDAR DAYS OR UNTIL FINAL ACCEPTANCE OF THE LANDSCAPE INSTALLATION BY THE OWNER. 2. LANDSCAPE MAINTENANCE SHALL INCLUDE THE GENERAL CARE AND MAINTENANCE OF ALL AREAS AND CONSIST OF PROPER WATERING, PRUNING, FERTILIZATION, WEEDING, RODENT CONTROL AND CLEANUP. MAINTENANCE OF TURF AREAS SHALL INCLUDE MOWING, EDGING, FERTILIZATION, AND WEEDING. 3. LANDSCAPE MAINTENANCE SHALL ALSO INCLUDE THE OPERATION AND MAINTENANCE OF THE IRRIGATION SYSTEM. REFER TO IRRIGATION NOTES AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. 4. MAINTENANCE WORK SHALL INCLUDE FERTILIZATION WITH THE FOLLOWING: -FOR TURF AREA UNIFORMLY BROADCAST SULFUR COATED UREA AT THE RATE OF 5 LBS. PER l 000 SQ. FT. THE FIRST APPLICATION SHOULD OCCUR APPROXIMATELY 45 DAYS AFTER PLANTING, WITH REPEAT APPLICATIONS EVERY 60-90 DAYS OR AS GROWTH AND COLOR DICTATE. IN EARLY FALL AND SPRING, SUBSTITUTE A COMPLETE FERTILIZER SUCH AS l 6-6-8, OR EQUAL, FOR THE SULFUR COATED UREA AT THE RATE OF 6 LBS. PER 1000 SQ.FT. TO ENSURE CONTINUING SUPPLIES OF PHOSPHORUS AND POTASSIUM. -TREE AND SHRUB PLANTINGS CAN BE MAINTAINED WITH THE ABOVE FERTILIZERS; HOWEVER, THE FREQUENCY BETWEEN APPLICATIONS SHOULD BE EVERY 120 DAYS, WITH THE FIRST APPLICATION 90 DAYS AFTER PLANTING. FOLLOW EACH FERTILIZATION WITH A THOUGH IRRIGATION. WHEN PLANTS HAVE BECOME WELL ESTABLISHED, FERTILIZER APPLICATIONS CAN BE LESS FREQUENT. I 5. ANY WEED GROWTH THAT APPEARS IN PLANTING AREAS DURING THE MAINTENANCE PERIOD SHALL BE REMOVED AT TEN (10) DAY INTERVALS. THE CONTRACTOR SHALL REMOVE SUCH CONCENTRATIONS OF WEEDS INCLUDING THEIR ROOTS BY HAND OR IN A MANNFR ACCFPTARl.E TO THE OWNER & LANDSCAPE ARCHITECT. THE USE OF PRE-EMERGENT HERBJCIDES SUCH AS RONSTAR (OR APPROVED EQUIVALENT) MAY BE ACCEPTABLE. SUBMIT RECOMMENDED PRODUCT AND PROGRAM TO OWNERS REPRESENTATIVE FOR REVIEW AND APPROVAL PRIOR TO MAKING ANY APPLICATIONS. NOTE: CULTIVATION OF GROUND COVER AREAS IS NOT ACCEPTABLE. 6. AFTER DISCUSSION WITH AND APPROVAL BY THE OWNER, THE CONfRACTOR SHALL TAKE THE NECESSARY STEPS TO ELIMINATE ANY RODENTS THAT ARE CONSIDERED PROBLEMATIC. 7. THE CONTRACTOR SHALL KEEP THE PREMISES IN A NEAT & CLEAN CONDITION. ANY SURPLUS MATERIALS & DEBRIS SHALL BE REMOVED FROM THE SITE. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADEQUATE PROTECTION OF ALL PLANTING AREAS THROUGHOUT THE DURATION OF THE MAINTENANCE PERIOD. ANY AREAS DAMAGED SHALL BE REPAIRED AT THE CONTRACTOR'S FXPFNSF. 9. THE OWNER SHALL CONDUCT A REVIEW OF THE LANDSCAPE AREAS AT THE END OF THE NINETY (90) DAY MAINTENANCE PERIOD TO DETERMINE IF THE INSTALLATION IS ACCEPTABLE. IF THE LANDSCAPE IS FOUND TO BE UNACCEPTABLE DUE TO DEFECTIVE MAINTENANCE, THE MAINTENANCE PERIOD SHALL CONTINUE UNTIL ALL WORK MEETS WITH OWNERS APPROVAL. I WEED ERADICATION NOTES FOR SLOPES AND TURF AREAS l. WEED ERADICATION PROCEDURES: ALL SLOPE, PLANTING, AND TURF AREAS DESIGNATED ON THE PLAN TO BE HYDROSEEDED SHALL RECEIVE THE FOLLOWING WEED ERADICATION PROCEDURES AFTER THE IRRJGATJON SYSTEM HAS BEEN INSTALLED AND ACCEPTED AND AFTER ALL BOXED AND FIFTEEN (15) GALLON TREES HAVE BEEN INSTALLED AND ACCEPTED, BUT PRIOR TO THE INSTALLATION OF ONE (l) AND FIVE (5) GALLON TREES, SHRUBS, GROUNDCOVERS AND HYDROMULCH SEEDING. 2. CLEAN-UP: MANUALLY REMOVE ALL EXISTING VEGETATION AND DISPOSE OF IT OFF-SITE IN A SUITABLE AND LAWFUL MANNER. 3. FERTILIZER: FERTILIZE ALL PLANTING AREAS WITH A COMMERCIAL FERTILIZER AT THE RATE AS FOLLOWS AND BEGIN THE WATERING PROCESS: 6 LBS/l ,000 SQ.FT. 16-6-8 4. INITIAL WATERING PROCESS: WATER ALL PLANTING AREAS THOROUGHLY AND CONTINUOUSLY FOR A PERIOD OF THREE (3) WEEKS. THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT SHALL APPROVE A SPECIFIC WATERING DURATION AND FREQUENTLY PROGRAM DESIGNED TO GERMINATE ALL RESIDUAL WEED SEEDS. 5. FIRST WEED SPRAY: DISCONTINUE WATERING PROCESS OR TWO (2) DAYS AND THEN APPLY A CONTACT WEED KILLER AT MAXIMUM LABEL RATES. THE CONTRACTOR SHALL APPLY THE ABOVE AGENT TO A PLANTJNG AREA OF APPROXIMATELY 1000 S.F. AND THEN EVALUATE EFFECTIVE COVERAGE OF WEED SPECIES INVOLVED. THE CONTRACTOR SHALL MAKE APPLICATION ADJUSTMENT SUCH AS THE INCLUSION OF AN ADDITIONAL SPREADING AGENT OR SPRAYING TECHNIQUES IN ORDER TO MAXIMIZE THE EFFECTIVE USE OF THE CONTACT WEED KILLER AS SPECIFIED ABOVE. NO IRRIGATION WATER SHALL BE APPLIED FOR MINIMUM OF FOUR (4) DAS FOLLOWING APPLICATION OF THE CONTACT WEED KILLER. 6. SECONDARY WATERING PROCESS: WATER ALL PLANTING AREAS THOROUGHLY AND CONTINUOUSLY FOR A PERIOD OF THREE (3) ADDITIONAL WEEKS. A SHORTER WATERING PERIOD MAY BE PERMISSIBLE AT THE DISCRETION OF THE OWNER (JOB SUPERINTENDENT) IF HE SO DETERMINES THAT GERMINATION OF THE BALANCE OF WEED SEEDS IS SUFFICIENT FOR AN EFFECTIVE KILL. 7. SECOND WEED SPRAY: DISCONTINUE WATERING PROCESS FOR TWO (2) DAYS AND THEN APPLY A CONTACT WEED KILLER AT MAXIMUM LABEL RATES. THE CONTRACTOR SHALL APPLY THE ABOVE AGENT TO A PLANTING AREA OF APPROXIMATELY 1,000 SQ. FT. AND THEN EVALUATE EFFECTIVE COVERAGE OF WEED SPECIES INVOLVED. THE CONTRACTOR SHALL MAKE APPLICATION ADJUSTMENT SUCH AS THE INCLUSION OF AN ADDITIONAL SPREADING AGENT OR SPAYING TECHNIQUES IN ORDER YO MAXIMIZE THE EFFECTIVE USE OF THE CONTACT WEED KJLLER AS SPECIFIED ABOVE ALLOW A MINIMUM OF FOUR (4) DAYS WITHOUT IRRIGATION FOR EFFECTIVE. FINAL WEED KILL. 8. CLEAN -UP: MANUALLY REMOVE ALL WEEDS FROM THE WORK AREA AND CONTINUE PLANTING PROCESS AS NOTED AND DETAILED. 9. ALL HERBICIDES AND OTHER WEED ERADICATION MATERIALS SHALL BE APPLIED BY A CERTIFIED APPLICATOR. CONTRACTOR TO PROVIDE A LIST OF ALL PRODUCTS PROPOSED FOR USE AND TECHNICAL INFORMATION TO OWNER. These documents are the property of LandCreative, Inc. and are not to be copied, reproduced, disposed of, either directly or indirectly, used for another project or any purpose whatsoever without expressed and written permission of LandCreativelnc. I OLIVE PLANTING NOTES PLANTING: I. NO TREE SHALL BE PLANTED DEEPER THAN THE ORIGINAL DEPTH AS PLANTED IN THE GROWING FIELD. TREES SHALL BE PLANTED WITH ROOT CROWN A MAXIMUM OF 6" ABOVE ADJACENT FINISH GRADE. I 2. BACKFILL TREE PLANTING PIT WITH 100% NATIVE SOIL. BACKFILL IN LAYERS AND IN ORDER TO PREVENT AIR POCKETS, THOROUGHLY WATER JET AND COMPACT EACH LAYER. INSTALL 3" LAYER OF PLANTER MULCH OVER TOP OF ROOTBALL AND PLANTING PIT-. 3. REFER TO PLANTING DETAIL FOR ADDITIONAL INFORMATION. IRRIGATION: l. DIRECT IRRIGATION TOWARD KEEPING THE TREE ROOTBALL MOIST. WHERE POSSIBLE THE FIRST TWO TIMES THE TREES ARE IRRIGATED, THE TREE BASIN SHOULD BE FLOODED. ALLOW ENOUGH TIME BETWEEN IRRIGATION FOR THE TOP 6" OF SOIL TO DRY OUT. MONITOR MOISTURE IN BOTTOM OF PLANTING PIT TO INSURE THAT THERE IS NO STANDING WATER. 2. EVERY TWO WEEKS SAMPLE THE SOIL IN THE TREE ROOTBALL (WITH A SOIL PROBE) TO CHECK THE MOISTURE LEVEL IN THE ROOTBALL. ADJUST THE AMOUNT OF IRRIGATION BEING APPLIED AS NECESSARY TO PREVENT OVER WATERING. FERTILIZER: l. ONE YEAR AFTER PLANTING MAKE ANNUAL PLACEMENTS OF 10-20 AGRIFORM (21 GRAMS) TABLETS. ANOTHER OPTION IS ONE POUND OF A BALANCED FERTILJZER WJTH SLOW RELEASE NITROGEN, MICRONUTRIENT LACED FERTILIZER SUCH AS OSMOCOTE OR APEX, APPLIED 6-12" DEEP IN 3" HOLES AROUND THE ORIGINAL ROOT BALL PERIMETER. FOR BEST RESULTS, MAKE APPLICATIONS IN SEPTEMBER OR OCTOBER. FOR LARGER TREES MAKE 3 APPLICATIONS, 2 LB EACH, OF A BALANCED (N,P,K) l 0% NITROGEN BASED LAWN OR CITRUS FERTILIZER AND DISTRIBUTE APPLICATIONS FROM LATE SPRING TO EARLY FALL (MAY TO SEPTEMBER). ALL FERTILIZER APPLICATIONS SHOULD BE FOLLOWED BY A SLOW DEEP WATERING WITH A MINIMUM 15 TO 25 GALLONS OF WATER. I PALM PLANTING NOTES (FIELD GROWN PALMS) SELECTION, TAGGING AND ORDERING OF PALM TREES: l. THE LANDSCAPE CONTRACTOR SHALL PROCURE THE PALMS FOR THIS PROJECT UPON DIRECTION FROM THE LANDSCAPE ARCHITECT AS TO THEIR NURSERY SOURCES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE OWNER AND LANDSCAPE ARCHITECT A PRECONSTRUCTION REVIEW AND INSPECTION OF PALMS AT THE SUPPLIERS FIELD. THE PURPOSE OF THIS INSPECTION IS TO DETERMINE IF ANY PALMS ARE IN AN UNHEALTHY CONDITION AND ARE THEREFORE NOT SUITABLE FOR PLANTING AND CONTRACT GUARANTEE. REPLACEMENT PALMS SHALL MEET SPECIFICATIONS AND MATCH PALMS PREVIOUSLY APPROVED AS TO SHAPE, SIZE, SPECIES, AND IN OTHER ASPECTS OF APPEARANCE. PRODUCT DELIVERY, STORAGE, AND HANDLING: I l. LABELING: FOR ALL FIELD-DUG PALM TREES, ATTACH LABEL TO PALM SHOWING NAME AND LOCATION OF GROWER OR PO!NT OF ORIGIN. 2. STORAGE: STORE PALMS WITH PROTECTION FROM WEATHER OR OTHER CONDITIONS WHICH WOULD DAMAGE OR IMPAIR THEIR VIGOR. PROPER PROTECTION OF PALM ROOTBALLS, TRUNKS, AND HEADS DURING TRANSPORT AND STORAGE SHALL BE THE CONTRACTOR'S RESPONSIBILITY. 3. HANDLING: LIFT OR HANDLE PALMS BY CRANE; UTILIZE SIX (6) INCH WIDE NYLON STRAPS. DO NOT BIND OR HANDLE PALMS WITH WIRE, CABLE, OR ROPE AT ANYTIME. TRANSPORT PALM TREES WITH CROWN THINNED PER STANDARD NURSERY PRACTICE, AND WITH REMAINING FRONDS WRAPPED SECURELY AROUND THE CROWN BUD. 4. PROTECT PALM ROOTBALLS AND HEADS AT ALL TIMES FROM SUN OR DRYING WINDS. 5. MAINTAIN PALMS THAT CANNOT BE PLANTED IMMEDIATELY UPON DELIVERY IN A WELL-PROTECTED AND WELL-WATERED STATE. PLANT MATERIALS: 1. GROWING CONDITIONS: PALMS SHALL BE FIELD-GROWN IN ACCORDANCE WITH GOOD HORTICULTURAL PRACTICES AND SHALL BE APPROVED BY OWNER. 2. APPEARANCE: ALL PALMS SHALL BE WELL-GROWN, SYMMETRICAL, WITHOUT CURVATURE OR LEANING OF THE TRUNK. ALL PALMS SHALL BE WITHIN TEN (10) PERCENT ABOVE OR BELOW THE AVERAGE HEIGHT OF THE ENTIRE PALM PLANTING, MEASURED FROM THE BOTTOM OF THE CROWN BUD TO FINISH GRADE AFTER INSTALLATION. 3. VIGOR: ALL PALMS SHALL BE SOUND, HEALTHY, AND VIGOROUS, WELL FOLIATED PRIOR TO PRUNING AND SHOWING NO S!GNS OF PREVIOUS DISEASE. THEY SHALL BE FREE OF DISEASE, INSECTS, PESTS, EGGS, OR LARVA. THEY SHALL HAVE A HEALTHY, WELL-DEVELOPED ROOT SYSTEMS. ALL PALMS SHALL BE FREE FROM PHYSICAL DAMAGE OR ADVERSE CONDITIONS WHICH WOULD PREVENT THRIVING GROWTH. 4. FIELD DUG PALMS: VERIFY THAT ALL FIELD DUG PALMS HAVE AN ADEQUATE SIZE ROOT BALL THAT WILL HELP TO ASSURE SUCCESSFUL TRANSPLANTATION. DO NOT INSTALL FIELD DUG PALMS THAT HAVE CRACKED OR BROKEN ROOT BALLS. 5. PRUNING: PRIOR TO SHIPPING REMOVE PALM FRONDS PER STANDARD NURSERY PRACTICE. TIE REMAINING FRONDS IN AN UPRIGHT MANNER TO PROTECT CROWN BUD. DO NOT PERMIT FRONDS TO BECOME DAMAGED BY THE MEANS OF RESTRAINT SOIL AMENDMENTS ANO PALM TREE FERTILIZERS: l. BACKFILL PALM PLANTING PITS WITH 100% WASHED CONCRETE SAND. 2. CONTRACTOR SHALL PROVIDE ALL AMENDMENTS RECOMMENDED BY SOILS REPORT AT NO ADDITIONAL COST TO OWNER. 3. CONTRACTOR SHALL INSTALL PALM FERTILIZER SPIKES: LUTZ PALM TREE SPIKES NO. 30193 QUANTITY AS PER MANUFACTURER'S SPECIFICATIONS. (WWW.LUTZCORP.COM) LAYOUT AND EXCAVATION l. PLANTING PRIOR TO SITE IMPROVEMENTS: WHERE PALMS ARE TO BE PLANTED PRIOR TO SITE IMPROVEMENTS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURATE LAYOUT OF THOSE PALMS, MEASURED TO THEIR CENTERLINES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF THOSE PALM TREES WHILE ADJACENT WORK IS TAKING PLACE AND PROVIDE REGULAR IRRIGATION AS REQUIRED PRIOR TO INSTALLATION AND OPERATION OF PERMANENT IRRIGATION SYSTEMS. 2. PLANT PITS A. PLANT PITS SHALL BE A MINIMUM OF TWELVE {12) INCHES LARGER ON ALL SIDES THAN THE PALM TREE ROOTBALL. (SEE PLANTING PLAN AND PLANTING DETAILS FOR PALM PIT LOCATION AND SIZES.) B. PALMS SHALL BE PLANTED AS CLOSE AS POSSIBLE TO ITS ORIGINAL GROUND LEVEL. PALMS MAY BE PLANTED UP TO TEN ( l 0) PERCENT OR A MAXIMUM OF TWO (2) FEET OF BROWN TRUNK DEEPER THAN ORIGINALLY GROWN. PLANTING OPERATIONS: l. POSITIONING: LIFT PALM BY TRUNK AND POSITION IN PLANTING PIT. 2. BACKFILLING: BACKFILL PLANT PIT WITH CLEAN, MOISTENED, WASHED CONCRETE SAND. CONTINUOUSLY ADJUST PALM TO ENSURE A PLUMB AND RIGIDLY BASED TRUNK. SOLIDLY COMPACT SAND AROUND THE BALL AND TRUNK WHILE BACKFILLING. WHEN PLANT PIT HAS BEEN BACKFILLED APPROXIMATELY TWO-THIRDS FULL. WATER THOROUGHLY TO SA TU RATE BEFORE INSTALLING REMAINDER OF SAND TO TOP OF PIT. 3. GUYING SHALL NOT BE USED AS A METHOD FOR SUPPORTING PALMS. 4. WATER BASIN: FORM SAUCER WITH FOUR (4) INCH HIGH BERM CENTERED AROUND PLANT PITS 12 INCHES WIDER THAN ROOTBALL DIAMETER. INSTALL TEMPORARY WATERING BASIN AROUND PALMS IN LAWN AREAS. 5. LABELS: REMOVE ALL PLANT LABELS FROM PLANTS. 6. WATERING: SOAK EVERY OTHER DAY FOR THREE (3) WEEKS AFTER PLANTING. MONITOR WATER IN BOTTOM OF PIT: DO NOT LET STANDING WATER TO REMAIN IN PIT. APPROVED FOR !RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE ~37~7~9 __ EXP.7/31/2017 DATE REVIEWED BY: LP3.02 INSPECTOR DATE t----+---+-'"------------+---+---t---1---1 ~ CITY PL?N!NG~11s~~SBAD ~ 1-------1--+-----------------lf----+--+-------l----l :;LAND:::;:;;:S;:C~AP~E=IMP;:;;:;RO;:VEME;;;::::;:;:NT:;:::;PLANS;;:::::;;;:::::;FO;;:;R:=· ==~====: The Ridge at Robertson Ranch 1-----1--------------+---+---+----+----I r,_AP,---PR=O-,-VE_D=~~---\~cq~-~-f:l~W~-;:\);~-- 1PLANNING DATE INITIAL DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CllY APPROVAL DWN BY: CHKD BY: -'""'-c- RVWD BY: m PROJECT NO. CT 13-03 DRAWING NO. 480-3T :' I ,/ _j I '