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HomeMy WebLinkAboutCUP 10-08; La Posada de Guadalupe de Carlsbad; Conditional Use Permit (CUP) (5)0 <{I n 0 3- r--0 0 -o D ~ 0 [l_ 0 ~ 0 0 I ,") ~ 0 0 I "' 0 '-" 0 [J) / "-u 0' :::J 0 (f) ,,J ' 0 C) w 0 z <{ (f) I <OJ 3- Cf) I.U '-" z <{ :r: u X w ':J G: w u '1= 0 ~ w ~ r ? ABBREVIATIONS & And L Angle @ M q;_ Centerline Diameter or Round # Pound or Numbe' (E) Ex is lir.g ACOUS /1cousticol A. D. Area Drain ADJ. Adjustable AGGR. Aggregate AL. Aluminum APPRCX. -~PP'DXi 11ate ARCH. Architoc,ural ASB. Asbestos ASPH. Asphalt ~D Baaed BITUM. Bituminous BLDG. Ouilding BLK. Block BLKG. Blocking BM. Beam B.O.P. Bottom of Panel B.O.R. Bottom of Reveal GOT. Bottom C/\B. Cubine1 C.B. Catch Basin CFM. Cerneri CCR. Cercr1ic C.l. Cast con C.G. Correr Guard CLG. Cei'ing CLKG. Caulking CLO. Closet F.A. F.B. F.D. FDN. F.[. F. E. C. F. H. C. FIN. FL. ILASH. ILUOR. F.O.C. F.O.F. F.O.S. iPRF, F.S. fT. FTG. FURR. FUT. GA. GALV. G.B. Gl_. G.~D. GR. GYP. Fire Alarm Flat Bar Floor Dro1n Foundation Fire Extinguisher Fire Extinguisher Cab Fire Hose Cabinet Finish Floor Flashing Fluorescent Face of Concrete Face of Finish Face of Stud Fireproof Full Size Foot or Feet Footing lurring Future GaJge Galvanized Grab Bar Glo~s Ground Grade G~'Psum Hose Bibb Hollow Core Hardwood Hacdwore ~o·:aw Metal -lo."izontal PRCST. Pre-cnst PL. Plate P.LAM, Plastic Lamincle PLAS. Plaster PL YWD. Plywood PR. Pair PT. Point P.T.D Paper Towel Dispenser P.I.D/R Combination Paper Towel PTN. Partition P.T.R. Paper Towel Receptacle O.T. Quarry Tile R. Riser RAJ. Radius R.D. Roof Drain REF. Reference REF.,, Refrigerator RGTR. Regiscer REINF. Reinforced REQ. Required RESIL. Resilient RM. Room R.O. Rough Opening RWD. Redwood R. W. L. Rain Water Leader s. South Solid Core Seat Cover Dispenser Sched..Jle Soap Dispenser Sec lion Shelf Shower PROPERTY OWNER ,,• CAfHOLIC CHARITIES DIOCESE OF SAN DIEGO 349 CEDAR STREET SISTER RAYMONDA DUVALL SAN DIEGO, CA 92101-3197 PH: (619)231-2828 GENERAL CONTRACTOR O'GARA CONSTRUCTION CLR. Clear C.O. Cased Opening II.B. H.C. HDWD. HOWE. H.M. HDRIZ. HR. HGT. -lo:Jr -ie!ght S.C. S.C. D. sc lCD. S.D. SECT. SH. SHR. SHT. 511~. S.N.D. S.~_R. SPEC. SQ. S.ST. S.SK. STA. SID. STL. STDR. STRL. SJSP. SYS. Sheet P.O. Box 1533 MIKE o'GARA Similar CARLSBAD, CA 92018 P1: (760) 519-1004 COL. Column C.D.M. Center of Mullicr I. D. INSUL. INT. Inside Diumeler (C'm.) Insulation Sanitary Napkin Dispenser FAX: (750) 43~-7553 Sanitary Napkin Rece~tacl1-___ ..., __________________________ --l CONC. Concrete CON.\J. Connecfon CONS-! R. Co.1strudion CONT. Con-';.inuous C.03. Con'"inuous CDRR. Corridor CTSK. Countersunk CNTR. Counter CTR. Center CBL. Cauble CEPT. Ceparlmenl D.F. Drinking Fountain DET. Detail DIA. Diameter DIM. Dimension DISP. Dispenser ON. Down D.O Door Open'tng DR. Door DWR. Drawer OS. Downspout D.S.P. Dry Standpipe DWG Drawing E. East FA. Each E.J. Fx;:>ar.slon J:>int [L, Eleva:ion cu::c. Electric:ol ELEV. Fl evator EMER. Emer-gency I:.NCL. [nclosure E.P. Eleclrical PaneiJocrd EQ. Fqual Jan. JT. K!T LAB. LAM. LAV. LKR. LT. MAX. M.C. MECH. MCMB. I~ET. Mf-R. I~ H. I~IN. MIR. MISC. M.D. MTD. MUL. Interior Janitor Joint Kitchen LabDratory Laminate Lavatur y ' ocker _ight Maximum Medicine Mechanical Membrane Metal Manufacturer Manhole Minirrum Mirror Miscellaneous Masonry Opening Mounted Mullion N. Nar\1 N.I.C. Not In Contract NO. or # Nur-1ber NOM. \lominul N. T.S. Nut To Scale Overall TRD. T.B. T.C_ TEL. TER. T. & G. THK. lO.?. lO .. ~­ T.?. T.?.D. T.V. T.W. TYP. UNF. U.O.N. UR. VERT. VFST. w. W/ w.c. Spec'fication Squa,~e Stainless Sleel Service Slnk Station Standard Steel Storage Structural Suspended Syrr .. 'lletrical Treed Towel B::~r Top of turb Telephone Terrazzo Tongue and Groove Thick Top of Panel Top of Reveal Top of Pavement Toilet Paper Dispenser Televis'1on Top of Wall Ty~icdl unnnished Unless Otherwise Noted Urinal Vertical Vestibcle Weot With EQPT. Equ'pment O.A. OBS. o.c. O.D. orr. OP.~G. OPP. Obscure ·wo. Water Closet Wood E. W. C. Cl ec\ric Wooer Cooler EXST. Existi1g On Center W/O Outside Cio.11eler (Di11.) WP W'lhout Watecp,-cof EXPO. [xposed EXP. Expansion Office WRB Opening WSCT. Water Res;slive Barrier Wainscot EXT. Exterior Oppos1te WT. Weight SYMBOLS l OFFICE ALIGN (OPTICN #2) A ~ INTE."OR ELEVATION V1[W OFFICE-~ ROOM NAME· OFFICE~--ROOM ~AME I DODO I· ROOM NL ~BER DOOR NUMB:R /-'\ (X."\ -DCTAIL RCrERENCE \,_/~ SHrFT NUV3ER -----+{7)----c'x'c----j-DETAIL SECIION REFERE~CE ~ SIICCT NUMBER "" ~~DEl AIL SE.CTION REFERENCC \g-SHEET NU~BER ~ EXTERim ELEVATION REFERENCE ~x__} -SHFFT I"UM~ER ) A ~IN IEHIUR eLEVATION VIEW (OPTION #1~ X -INTERIOR E~FVATION R~IERENCE D B XX SHEET NUMBER c D B 100 ~.__ SHFFT NUMBER c KEYNOTE INDICATOR FINISH INDICATOR .,EVISION LcT1--I'LOOR MA I [RIAL TYPC LD-c _OCR NOTE ~WALL MATERIAL TYPE \5--WALL NOTE 0~ BASE MJI.TERIAL TYPE [2]------BASE N:JTE ----0 WALL -ypF IND 1Cf,IOR ILLUM,NA-IlJ EXIT SIGN, 1 FOOT CANO_[ MIN. AT ILOOR LCVCL. (BATTERY BACKUP) ARCHITECT WARE MALCOMB 636.i·GRlENWICH URIVE, SUITE 175 SAN 01CGO, CA 92122 AND,EW DZUL YNSKY PH: (858) 638-7277 FAX: (858) 638-7506 OWNER'S CONSULTANTS GEOTECHNICAL ENGINEER VINJE cl4 MIDOLETON ENGINEERING, 2450 AJ{Q PARK WAY ESCO~JIDQ1 CA 9~029 INC. VALE,IE STENERODDEN P-1: (760) 743-1214 FAX: (750) 739-J343 ~~~-,·----------------------------------~ ARCHITECT'S CONSULTANTS STRUCTURAL ENGINEER G.91MM ~ CHEN STRUCTURAL ENGINEERING, INC. 17900 SKYPARK CIRCLE. SUITE 100 IRVINE, C~ 92614 ' MECHANICAL ENGINEER T -SQt;ARED PROFESStONAL lNGINt.ERING, INC. 1340 SPEQIALTY DRIVE, SUITE E VISTA, CI\,IFCRNIA 92081 PLUMBING ENGINEER r-SQUARED PROFESSIONAL ENGINEERING, INC. 1340 SPEQIALTY DRIVE, SUITE E VISTA, CA,c;FORN A 92081 ELECTRICAL ENGINEER 1-SQUARlD PROFESSIONAL ENGINEERING, NC. 1340 SPECIALTY CRIVE, SUITE C VISTA. CA~IFORNIA 92081 LANQSCAPE ARCHITECT --------,yr ---- RIDGE ~ANDSCAPC ARCHil EC IS 8B41 Rl~~ARCH DRIVE, SUITE ZOO IRVINE. C4 92618 ' 91VIL, ENGINEER WARE MALCOMB 10 CDCLMAV IRV1NE, CA 92618 KITCj1EN ANThONY THOI~AS RESTAURANT DESIGN 3938 LAKf;: CIRCLE DRIVE FALLBROQK, CA 92028 JEFF CHEN PH: (949) 250-3150 FAX: (949) 2D9-0450 MARK J. HYJE PH: . (760) 560-01 DO FI1X: (760) oB0-0101 MARK J. HYDF PH: (760) 560-01 DO FAX: (760) 560-0101 ED DAVID PH: (760) 560-01 DO X120 FAX: (760) 560-0101 RON STARK PH: (949) 387 1323 FAX: (949) 387-1303 FELIX GONZALEZ PH: ~9L9) 660-9128 FAX: 949) 863 1581 I1NTHUNY 1-HUMAS 'H: (760) 717-851 B 'AX: (750) 749-5409 VICINITY MAP PROJECT SITE~ ~\-~ \-.j,'< :<- SALK AVE FARADAY AVE McCLELLAN-PALOMAR AIRPCRT PALOMAR AIRPORT N (]) NO SCALE I 2478 IMPALA DRIVE CARLSBAD, CALIFORNIA 92008 PROJECT DATA PROJECT SCOPE:-----TrlE SCOPE OF THIS PROJECT IS TO DeMOLISH ALL EXISTING STRIJCTLRCS 0~-SITE AND CONSTRUCT THREE (3) NEW BUILDINGS: IWO (Z) fA~MWORKER DORMS AND KITCHEN / DINING HALL ,N CA~LSBAD, CA, TOTALING 13,810 SF. BUILDING I PLANNING DEPARTMENT: -CITY OF CARLSBAD BUILDING CODE:-~-----------2010 CALIFORNIA BLI_QfNG CODE 2010 CALIFOR.~IA FiRE CODE 2010 CALIFOR~IA MCCIIANICAL CODE 2010 CALIFJRNIA PLUMBING CODE 2J10 CALIFORNIA ELECTRICAL CODE TITLE 24 (ADA) CALIFORNIA ADM!~ STRAllVE CODE ASSESSOR'S PARCEL NO: __ _ _ ___ 209-041-28 LEGAL DESCRIPTION:---PARCEL 2 OF PARCEL MAP 15247 IN THE CITY or CARLSBAD. COUHY OF SAN DICGO, STATE 01 CALIFORNIA. FILED IN -HE OiTICE OF THE COoNTY RECORDER OF SAN DIEGO COUTY, MAY 25, 1988, AS FILE NO. 88-247094 OF OFFICIAL RECORDS. EXISTING & PROPOSED ZONING: ____________ M-0 INDUSTRIAL EXISTING & PROPOSED LAND USE: EMERGCNCY SHELTCR /EMERGENCY SIICLTER EXISTING & PROPOSED GENERAL LAND USE DESIGNATION: P1/0S / P1/DS CLASSIFICATION OF LOTS; ~/A TOTAL NUMBER OF LOTS PROPOSED: ____________ _ UNDEVELOPABLE SITE AREA: ___________ 117,804 SF (2.70 ac) SERVICE DISTRICTS:______ WATER -CARLSBAD MUNICIPAL WATlR DISNICT SEWER -CITY OF CARLSBAD WASTEWATER )[VISIO~ SCHOOL -CARLSBAD UNITED SCHOOL DISTRICT DRAINAGE -8 SITE AREA: GROSS Sll E AREA: NET SITF AREA (I.IINUS SLOPES): BuiLDING FOOTPRINTS: PARK'NG / RCADS / WALK: TOTAL OUI'.OING COVERAGE (Nn: HARDSCAPE TOTAL: LANDSCAPE TOTAL: EMPLOYEE EA llNG AREA (RCQUIRCD / PROVIDED): OPFN / COI~MUN AREA (SITE): PARKING REQU:RED (AS PER FARKING STUDY): PA,KING PROVIDED (INCL STR':ET rARKING): 157,836 SF (3 62 ac) 51,104 SF 100% 13,810 SF 27.0% 11,350 SF 22.2% 0.270 24,300 SF 47.5% 26,866 SF 51.0% szg ol' 1 2,5oo sF 6,810 SF 4 SPACES 12 SPACES BUILDING AREA:-------------------- FARMWORKER'S DORM #1 DI~.NG I KIIC-iE~ FARMWORKER'S DORM #Z T8TAL: 4,947 SF 2,BDO SF 5,053 SF 13,810 SF BUILDING HEIGHT: ______________ SECTION 506 (TABLE 58) CA,LSBAD HE18HT ORDINANCE 21 04.065 ALLOWABLE HEIGHT. PROPOSED HEIGHT ALLOWABLE NUMGCR OF STORICS ACTUAL NUMBER OF STO.~IES 35'-D" 24'-o" 3 1 BUILDING USE/OCCUPANCY: __________ PFR SECTiON 304 & 310 FARMWORKER'S DORM #1 R-1 DINING 8 (PER SECTION 303.'(1)) FARMWORKER'S DORM #2 R-1 OCCUPANT LOAD CALCULATION: FARM WORKER'S DORM #1 (50 SF /?ERSON) DINING (14.25 SF /PERSON) FARMWDRKE,'S DORM #2 (~0 SF /PERSON) 4,947 SF /50 = 98.9 OCC. z.soo SF /14 25 -196.5 ace. 5,053 SF /50 = 121.2 DCC. CONSTRUCTION TYPE: _________________ VB FIREPROTECTION: _______ ALTO,~ATIC SPRINKLER SYSTFM SHALL At AS PER NFPA 13 SYSTEM REQUIREMENTS ----------- CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT SHEET INDEX (106 -JOTAL Sf--'EETS) ARCHITECTURAL (7 -SHEETS) ACe, III_E SHEET SITE PLAN A·.D A',1 SITE ?ATTERN PLAN 1 A,.p . Alb . FLOOR PLAN ROOF PLAN M.o A+.' CXTCRIOR [LCVATIONS EXTERIOR ELEVATIONS l-ANDSCAPE L1 CONCEPTLAL LA~DSCAPE PLAN L4 EXISIING IRFF INVE~T8RY PLAN L3 WATER CO~SERVA Tl ON PLAN CIVIL , • GRADING TITLE SHEET 2 GRADI~G PLAN 3. DeTAILS 4 EROSlON CONTROL PLAN 5 UTILITY PLAN --·--· . CITY OF CARLS~AD PLANNING COMMISSION .... l-f\ ?e>~b~e..G<-<-"*'Al:;ct.. C&sa Name: ._ ~,._1 .:.~"-- Case No.: C.'-<-P 1 o-~Li;;/d 11-ol Exhibit No, : A -(.,. G. -Date: Plf:~l! l (3-9jEElS) (5-SHEETS) ffi " 0 ~ ~ z 0 0 • " ~ '" rn b z j < ~ " __j 1-\2 ~ 0:: w <{ "' "' "' w il! =:> Vl I "" (_) Cl) w :r u w z ...J <{ ~ 1-[l_ 1-~ a ~ N ...__ <( •D D <:::.. "' a - FA I PM: DRf.W~ BY: JOB NO.:· I AD -0 <( OJ (j') .....J 0:: <3 -- SDGD9-D011-DD SHEET A0.1 0 N I 0 ""' I ""' I 0 <{ ~ ~ " ~ " .c 1/) "' <:: " ::> " "0 " "' 0 "- " --' 0 0 ,), ~ 0 0 I "' 0 "' 0 ::;:.. ·t! "' 6 t3 ' 0 "' w 0 z <{ "' I N ;:;-. "' w "' z « I (.) X w ':1 c:: " <.> "' -f" " ~ <:: 7 --......... ,, -----------... , ___________________ _ ...... ; '; --------- -- ------------- '--·--------- \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ----------------- PROPOSED FARMWORKER'S DORM-1 PROPOSED FARMWORKER'S DORM-2 --~ .... -----------.........._ \ \ \ \ I I I I I I I I I I I I I I I I I I I I I I f I I I I I I I I I I I I I I I I I \ I \ I \ I \ I \ \ I \ I \ \ \ I I \ \ I I \ \ I I \ \ \ I I I \ \ I I \ \ I I \ \ \ I I \ \ I I \ \ \ I I \ \ I I ) \ \ I I I \ \ I I I \ \ I I I \ \ I I I \ \1 I I \ I I \ I I \ I I ----------\ t I ------------\ \ I ----l-------.. ::,._ I ,---------.. J \ I I ' I I I I I I I \ I ' I I I I \ ' I I I \ ~------------- \ I --~-----------\ I ------ ; ' J --------....._ - ....... ., .....___ \ \ SITE PLAN SCALE: 1" 20' N CD L.:AU II UN: 11-I HI:S :SHI::.I::.I I:S NU I £4"XJb" II I:S A KI::.UUL.:I::.U J-JKIN I SITE PLAN NOTES SEE SHEET A0.2 FOR GENERAL NOTES [j] PROPERTY LINE, SEE CIVIL DRAWINGS OJ PROPOSED GREASE INTERCEPTOR [I] EXISTING STRUCTURE TO BE DEMOLiSHED. OJ PROPOSED BUILDING. [}] PROPOSED WALL WITH GATE. (]] PROPOSED SITE WALL. OJ PROPOSED CURB CUT. (]] PROPOSED ASPHALT PARKING AREA. [}] PROPOSED VAN ACCESSIBLE PARKING WITH SIGNAGE. (JQ] PROPOSED TRASH ENCLOSURE. 0IJ PROPOSED RAMP /SIDEWALK. 0IJ PROPOSED CONCRETE WALK / PLAZA AREA -SEE LANDSCAPE PLANS. [JIJ PROPOSED LANDSCAPE AREA, SEE LANDSCAPE PLANS. IJIJ PROPOSED BICYCLE RACK. [ill PAINTED PARKING STRIPING PER CITY STANDARDS. [ill ACCESSIBLE PATH OF TRAVEL. 1:20 MAX. SLOPE, 2% MAX. CROSS SLOPE ( • • • • • ). [j.[] EXISTING FIRE HYDRANT TO REMAIN. [""iiJ EXISTING UTILITY EASEMENT. [ill EXISTING TOP OF SLOPE LINE (APPROXIMA TIE). [}QJ EXISTING FENCE GREEN BUILDING STANDARD 1. CONTRACTOR TO PROVIDE AN OPERATION MANUAL (CONTAINING INFORMATION FOR MAINTAINING APPLIANCES ETC.) FOR OWNER AT THE TIME OF FINAL INSPECTION. CGC 4.410.1 2. SITE SHALL BE PLANNED AND DEVELOPED TO KEEP SURFACE WATER AWAY FROM BUILDINGS. PLANS SHALL BE PROVIDED AND APPROVED BY THE CITY ENGINEER THAT SHOW SITE GRADING AND PROVIDE FOR STORM WATER RETENTION AND DRAINAGE DURING CONSTRUCTION. BMP'S THAT ARE CURRE~TL Y ENFORCED BY THE CITY ENGINEER MUST BE IMPLEMENTED PRIOR TO INITIAL INSPECTION BY THE BUILDING DEPARTMENT CGC 4.106.3. 3. A MINIMUM OF 50% OF CONSTRUCTION WASTE IS TO BE RECYCLED. CGC 4.408.1. 4. DURING CONSTRUCTION ENDS OF DUCT OPENINGS ARE TO BE SEALED, AND MECHANiCAL EQUIPMENT IS TO BE COVERED. CGC 4.504.1. 5. VOC'S MUST COMPLY WITH TIHE LIMITATIONS LISTED IN SECTION 4.504.3 AND TABLES 4.504.1, 4.504.2, 4.504.3 AND 4.504.5 FOR ADHESIVES, PAINTS AND COATINGS, CARPET AND COMPOSITION WCOD PRODUCTS. CGC 4.504.2. 5. HEA11NG AND AC SHALL BE SIZED AND SELECTED BY ACCA MANUAL J OR SAHRAE HANDBOOK OR EQUIVALENT. THE DUCT SIZING SHALL BE SIZED IN ACCORDANCE WITH ONE OF THE ACCA METHODS LISTIED IN CGC SECTION 4.507.2. 7. INTERIOR MOISTURE CONTROL AT SLAB ON GRADE FLOORS SHALL BE PROVIDED BY THE SOIL ENGINEER RESPONSIBLE FOR THE PROJECT SOIL REPORT PER CGC SECTION 5.505.2.1, ITIEM 3. IF A SOIL ENGINEER HAS NOT PREPARED A SOIL REPORT FOR THIS PROJECT, ~HE FOLILOWING IS REQUIRED A 4" THICK BASE OF 1/2" OR LARGER AGGREGA TIE SHALL BE PROVIDED WITH A VAPOR BARRIER IN DIRECT CONTACT WITH CONCRETE WITH A CONCRETE MIX DESIGN WHICH WILIL ADDRESS BLEEDING SHRINKAGE AND CURLING SHALL BE USED. B. MOISTURE CONTENT OF WOOD SHALL NOT EXCEED 19% BEFORE IT IS ENCLOSED IN CONSTRUCTION. THE MOISTURE CONTENT NEEDS TO BE CERTIFIED BY ONE OF 3 METHODS SPECIFIED. BUILDING MATERIALS WITH ~SIBLE SIGNS OF WATER DAMAGE SHOULD NOT BE USED IN CONSTRUCTION. THE MOISTURE CONTENT MUST BE DETERMINED BY THE CONTRACTOR BY ONE OF THE METHODS LISTED IN CGC SECTION 4.505 3. 9. BATHROOM FA~S SHALL BE ENERGY STAR RATED, AND VENTIED DIRECTLY TO THE OUTSIDE. CGC 4.506.1. 10. PRIOR TO FINAL APPROVAL OF THE BUILDING THE LICENSED CONTRACTOR, ARCHITECT OR ENGINEER IN RESPONSIBLIE CHARGE OF THE OVERALL CONSTRUCTION MUST COMPLETE AND SIGN THE GREEN BUILDING STANDARDS CERTIFICATION FORM AND GIVEN TO THE BUILDING DEPARTMENT OFFICIAL TO BE FILED ~TH THE APPROVED PLANS. 11. WHOLE HOUSE EXHAUST FANS SHALL HAVE INSULATED COVERS OR LOUVERS WHICH CLOSE WHEN THE FAN IS OFF. THE COVERS OR LOUVERS ShALL HAVE MINIMUM R4.2 INSULATION. CGC 5.507.1. SITE LEGEND \ POLE MOUNTED LIGHT FIXTURE, SEE ELECTRICAL ~ DRAWINGS. ~ WALLPACK LIGHT FIXTURE, SEE ELECTRICAL DRAI't1NGS TRANSFORMER WITH CONCRETE PAD, SEE ELIECTRICAL DRAWINGS. (PRO~DE PROTECTION BOLLARDS PER LOCAL UTILITY OR PUBLIC WORK STANDARDS) FIRE LANE (HATCHED) PARKING STALIL COUNT TDiAL. FIRE HYDRANT (VERIFY LOCATION WITH CI~L DRAWINGS) P.I.V. WITH TAMPER, SEE FIRE PROTECTION DRAWI~GS z :) 11. w 1--(f) PA /PM: AD DRAWN BY: JOB NO.: SDG09-0013-0D SHEET A1.0 1: \Interoffice FILE EXCHANGES\02-SAN DIEGO\_RESOURCE\SDG09-0013-00 Lo Posada Men's Shslter\CAD-3-30-2011 \D013_A 11.dwg CJ) -_, m -u )> _, _, m ;o z , r 0 ~10 Fl;o -u ....__ s;: !X> 11" I. z 0 ~ I ffiz , D cs: zr; -n --<:r: --;)> -< z "-~n > cb D II'~ r "'· I a> ~ 0-------~----~ ----~ -----~ ----~ -----~ ---~-~--~ ---~ ~-~:hz~z~z~mzz~z.zz~<:Z<zz,,zw:,z:zz:zzs._~~z.z.zz««««««<«<~ 1 1 I I I 1 1 'r l 1 I I ~I N "" I I I I / G !~ e~-Gr--------m A! 010 r;o N< "' r; I=<J ""f"'l ,.o -< DO> ~;o """' z> rl~ llil HI H "'",-I ;,> r;Z >:;iii §iH 11111--01~011~ I I I I I I I I I I 0j \t[) I I g" I I "' > "" " 0 ~ I I ,;, I I I 1-· D OJ> "'"' > 1"1 z> ' \ I I I / I 12'-ci" m, I 13'-o" I ,-)> z 0 Ul >;; "U """ > "' _, > 0 0 c :::0 -l ~ 0 )> :::0 m )> "' a> I 0 ' ..., ..., I" 0 ' 14'-9" ( ,.., ;o>' r;:Z l>Q l/) 0 )> u _, ) I I I I 0 z z G) )>)> :::Oz mo )>;:>;: -l 0 I m z ~n --;0 :r:Z (") '-""' ""'" ' --; f'l ALIGN IL-110 ~ ro "' r;O r;o N< '""' IAJ """' >0 -< r_AL I J 25'-D" I ~ I c\,/UA~ .f--1 ~ ( ,-)> z 0 l/) ~OJ "' )> ;o _, > ) U> ;a;u >n z,. ~N ~ ~ n;a "'> ~U'i r;f'l ;a ::3 ~8 rz ><o ;o rn r;j 6'-l .r · D O> ;o;o ,__, z> r )> z 0 IJI ("") )> "D r; )> ;o r; > / I m )>:::0 ;:om mo ::r>o G) ~g"_t~ 0 I a> ' "l I "' ' ..., 1. '-" ' '-" <D I. '-" !X> 1-m, ..., I. '-" ' --G ,'L_L.,.., 8 8 ~~'\~~~~~~~~~~~~~~~~'fl C.D I I I --I ~~ )>V Ul (") > --flj-I I 41' ~l;: I I 'N II '' I 1 8 1,_, 9:5\ I I -r~---~ 1 m 8 C:S:j I -----1---5> z "'8L-----T--(') I )> r I ® --I ----'--~ I I _____ _; ' ;o_ r ' I / ' t..>J~ / ' / ' / ' / ..... / ---/ -- --EQUAL --~--EQUAL @ 0 THESE DRAWINGS AND SPECIFICATIONS ARJ:. THE PROPERTY AND COP'I'RIGHT OF WARE MALCOMB AND SHALL NOT BE U5EIJ ON ANY OTHER WUHK ::.Xt;I:.PT l:IY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND 51-ALL BE VERIFIED ON THE JOB SI""E ANY DISCREPANCY SHALL BE BROUGH-TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENi OF ANY WORK c_ 0 " 0 ;o > ro )> SITE PATTERN PLAN )> z "' ....__ ~ z " ro s:: -< DATF 0~/16/2011 RFMARKS PLAN CHECK SUBMITTAL La POSADA MEN'S SHELTER architecture planning interiors graphlu; WARE MALCOMB " • " "' :r: r; r; _, l/) > 0 0 G) 0 "' I 0 "" '-" I 0 0 -----·---------------2478 IMPALA DRIVE CARLSBAD, CALIFORNIA 92008 site development 6363 greenwich dr. ste. 175 san diego. california 92122 p 858.63!1.7277 f 858.638.7506 Leading Design for Commercial Real Estate () :t>. c ' --i 0 z "'Tl --i I (j) (j) I m m --i (j) z 0 --i ' N .j:>. x-c..v 0') --i (j) :t> ;o m 0 c () mi 0 "'U ;o --z --i 0 " 0 ~ 0 Q_ _'l 0 0 ,), u 0 I '" 0 "' 0 [[] / w u "' ::::l 0 [[] w "'I / 8 w 0 ~ [[] I N ~ [[] w "' z <{ I u X w w --' "- "' L> :::= 0 ~ "' ~ r 7 -----I CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT B 1 2 3 5 ct> 7 LE~ 0 8 9 '-., 196'-4" ¥ ~ ~----------~--------------------~----------------------------------------------+----------------~------------------------------------------------------+------------------------------+---------------------------~~ 10'-6" 32'-0" 6'-o" 21'--6" 9'-6" 2'-6" ,?'-6" 2'-6' 'tl'-0 43'-0" 6'-o" 121'-4" 27'-0" 67'-4" 27'-o" 6'-2" 2'-2" B'-9" 9'-6" s'-7" 6'-2" 6'-o" 6'-o" B'-o" 5'-o" 5'-o" s'-a" 6'-o" ~------~------~~--~~~\*-----~-----~--~~~~--*-~~~~~~~~--~ I---'!'-o" 1'-o" 6'-o" 1'-o" 1'-o" r-------EXTeRIOR 8'~9" 9'-6" 8'~9" 1-HR. WALL ------,1'---------!'------------,~-----------, EXTERIOR---+---. ~'-6" 2'-6" 2' 6' 5'-2" '3'-7'' 2'-~i'-6~" '~6' ~// --~ggs/INE ' <0 I 0 I r RDDFLINE 1-HR.W.JALLI \ ---1--lc·_c+· HH------: 1,.-----++E{~~RI~~A+L----~\-I ,.-1--~..:J--r--'~·-o -~---- EXTCRIDR ABOVE A -\ I • I 'n-_j ( rll -r---------' I ----"....----'1<- 1-HR.WALL \ ,1'1 c r --------~----,.....;-~-------------~---l------1-------r.---n ~~~--@---'""----;:---,~ o\1 ,.. ~~,-~\---__::_=.:__------~I-~ 'j'l : @ b1 @I ®,c---~~ /c\c '/c\c ~, ~~~, /c\c ', fr\jc -7",~~-/c\11 ----_ ~IV E11j@l \r \ II c -'k--"1':-'1...-----------------j---------..J...._ ~ '----' '-· ;_ 'in,l : L _______ d tT-____ j I I I \:::..1 I \:::..1 1 11 \:::..1 1 \:::.;: 11 \:::../1 @I 'co f f ~ I I I ~~~"'----, !@ II -+--------------1---------~ _(oi') ;;:;;\ (oi) . 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DINING N ~-------L~ ~--L------~ ~-------.L~ ~_[ _______ _, _______ J_j ~-'--------~ i-'-------~ 1-i:o-____ .L ltli--i LAUNlJR'1' r--t=-. -~LOSET \..jl ~ I ) : ~r"=~rt'(l ~1"= r-';'1 ~"f= lL":', 0 '! 1 ·'T AREA ~ l ________ J l ________ J l ________ J l ________ J l ________ J l ________ J : : : "" 1;1~==~ om 1 • IJQI] ~ 1 1 'o I : ~~ ~ ~J ~ ~~ ~ G ~I ~ Dill ~I -,14--6_'-_9_~---~~--~--o-~"'~,_f-,..5~,..~-~---..,_l'-_4_~=-~-"+----9_'-_1_1_" --,..*--1,4',-_o·-+, __ 7_'-_6_" __ ~ __ 7_'-_e_"-++-4_·-_o~·*--n-5'...,-_6·_· +4_'-_o_"*-__ 5'-<?-=a·~t--~ 7'-6" f 7'-~~-."::. -.\C..-o~ ~ ~·-a· ~ I·········· ·· · 21'-6" 1 1: 0 I I ~; WJ v WJ ~1 ~,JJ , ~-, : :: : ~-------Lr!L__ . @Y I , -.... -L: :L __ ---~ r I ---··: @ ~ ~----L I:IL __ j : I • 2L h1-, : I '' ,·r~ f''n ,·,~"'j, r, 11 ,·"', ') I, ._ ) i I D r-----'j,---+1--II I I A ' I .. . . .... . . . . . '=--~ ~ ;-.~-0 !1 rt (ti rt 'blfJJ~» -tf-<~ ~~D+-i' 'o I~HDN 0 0 ~ 0 L/J>-_ 0 COVERED 0 0 L/J>-_J ''( , 0 ~---r I · ~ · · · · -------?. -~ . i :--- 0 I , I 01 _I I ~~ --------~ .. - ' 0 I m --® "'-;'~4--------------L~I-= s~G:r(] ~~Jr(j) [, 8' I~ "":;::==-LJ---LJ---==:::r:;~~lt==t=;:J=I~~~~------rr~il----"":?lhrl==jlp:rt:=====rr==!===rr===~RE~\\AY. ==If~=~-LI==I==~;==103~ : :~l®j® C( )@ ii 4---"±======£{0'-fl ~ ........................... ··-···· -~/ ~-c------c--c-------(;:\E / r ~ i_ '" ~----c-r-~---F;;:-------------r---Y --;-Q:-r-~-I-----'1_ 7 '----=---~.":. ------/+--+~------itl~--------'1>~.,_! :I U _ Ji_it:~aa~~ ;!&!:;I __ j "--.__ i ~ ~-9"--~'-0" '6~-8:-0~--;~ '-2'8• 0" L'-~' 8' 0" '~" 8' 0' L'-ji" 8'-0" '-~" 8'-o"\ 1'-ji" 8'-0" '-~· 8' 0" ~-~-~7-: -.:( ~6 ;_~K> --..J in I KITCIICN ARCA I 1'-20 '-•_,.. 1._0'!J · \C.r-o· 0" 7'-0" 3'-Dl 7'--0" 3' Ol 7'-0" 8'-0" 27'---0" 67'--4" -L8'-9" y 9'-6" 8'-9" ~~~~-r~f-----f-~-r-~----f-~.r-,--~r-----~~--------- ·:q ~ I ,;,II II..._ 'I I IT--..,\ A~. 1 FLFV. r;::::;:::::::::;;:::::=:::::;:_=:::::=.JI I I : : :II F :, I • II I' ; : : I : :~~,,~ ~,~,r ~~~~ 1:t J Jl : ~il b[ dJJ L _ i~~~:1 :e-+ ,1 '-"1---rt-1--'-1 1 -+------------1'F_O __ R_K_I_TC __ H_E_N_L_A_Y_O:-U--+H COURTYARD AREA SEE SHEET A1.1 ~ ELEV. ELEV. ~--RO)F LINE ABJVE NOlE: NORTHERN FACADE OF FARMWORKER'S DORI~ #1 AND DI~ING HALL SHALL BE CONS I~UC lED OF NON-COMBUSTIBLE MATERIAI.S. . DECORATIVE----~ SITE WALL. SEE SHEET A1.1 • 0 I .f;; ELEV. ~ ~ 11 ·~ ~~;~I -~-:"~ b~ b I ~ 2§_E_KITCHEN DRAWl~~~ • 1 ll ~ COOLER 1 1 -. 1 1 ·o & FREEZER :~ p ELEV. ''f : ~J Slo~AGE ~~~:~~ F~l 1 '-=-~-~ ~· ~ ~ J===============~ 1.----~.~g0/INE -~ I ~:J [J1Q] 11--..JII .L"d.-----ill!\1 1'1 'IE!.=='.!:· i=itt--j--__ 1_8'--:-_o· ________ 1 ______ IT ___ z_7'---t-------------t------------t-------------------r-----------------9-2'_-o_" _______________________________________________ --.l'-_____________ 2_7_'-_o_" -----------~ : f1 1 _...Jil.i~~_7]l,¥'r;~-:~~ 15j1°:j ~l '! 4'-9" · -o" 1'-"_ 8'-a" 4'-9" 2'-o" 8'-o" ·-o 8'-o" ·-o" 5'-o"/ ·-o· 8'-o" :z;.-o" 8'-o" 2'-o" 8'-o" i'-o" 8~-o" ''-o" 8'-o" ~·-o" s·-o· r·-o 7'-" 5'-1" 9'-6" 8'~9" -\. A_5 5 .. 00 / I -A~ I r;-2"-;;--,0 ..,, -""''il j_ _t;" 11,;1 I''; I ..,____._. 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I 1:1 I I I J I I :_111b I II[ I I • I 1 _________ _'4':'8>_:' ::_-DJ_"------------------------f~~;::-_j_J -~ Ll! ._~._ J 6,_3,, L 113a 14,_5,, 1 1: 4, 0,,1 1 1 1 1 1 1 1 1 1 1 ' 1 B - - AS.O WALL LEGEND t-~ : ._..,-""'8"'_-_o_"-__ l-.i'-4-'-__o_"-.l'--------;f----ff-------H----+>I'--t--li''--6-t't· 3--~----tt· _o_"-+1 ~-4'_--tq--." ./'---1+--_o_"-tl-1'--4_' -_o_"ll'l '--6-t' t' a_"--,f'-4_' -__ o·,· LiK-1 _.:..6'-fl-" -.l'+t_' ..:o_"..l'-lf-'6_' -_o-t·+-4':-o" i s·-· 1 ____ 7,1· _7_"-+1 -.1'--4-_' ----fo·71'f~~~-"'"'~ir'-' s·-<1~ I~R . . . . . . . . . . . . . : : : 0Y~"l,,OFFICE-1 -0 ----STORAGE I ! . ! ~ ! ! !~ ! ! ! ! ! ! ! ! : II L·= : LAL-NCRIY If!/'~---, • I I I I d--t-I []II] .... ........-\ -~i c::IJlJ 1..,..,---J I L-r--r : : T---rJ L"""'l""" '1"1J L-r--r : -,--,J L"""'l"'"'' : -,----rJ Lll : -=r;-.J L~ : : ___ J I I [}Q[J I _jl I I l~g&:::fill2S~&2E;i=""t~~l ~j /&!h ........ J \ )---t==t--i: i-.J--Li .. ~ f.J...~ : ; .J--Li f._.~,._--k : J___.Li i.----1---k : .J---Li i_J___L._ : --1---LI i_j_---L_ : __J____...:_l r_L---'--: ---~ I:::~ I I , --}1 ~1~1111Zmi!Sli!tl 1<: 10 Jf,"J~'I(<V~ 22'-3'' 'v/ 4:::;;)' 6'-6" 1 ] II' I" ] 1 6'-4" 111'-2'' I 11Q'-9"1 I 10'-9"1 I 10'-9"1 : 10'-8"1 : 6'-4" ~'-5" 19'-6" I 21'-6" I P Y !~-·ll I --: : : .. : : : : I + -------I ----,ll'l·----1'------i-1-,11--------------fj-----~1' I ' J'-t..J~~~--]' 2" I I I I I I I " " /"" I EO. l 4'-o" ~-EQ. I I ' ' ' FQ. ' 4'-0" I FQ. I I I e I I ~~~R61~1~E G~I~E : -: :~ jtr: .lrii'r.;-"'---~--~:':'~~~4-'5-,<=---=~j-l:!J!I!b,.IJ, =~·'-'1 ~"j~. I [L,., .. ,. d' I yp 'lj ! L: ! ! . .. . ! ' .. ~ TYP I . . : l.bl--+----+1 -il RE~~~,~~~/ ~ ~ : : SEE SHEET A1.1 'j' I iq;~-'-.Ji ,_ sr'~-o·i@ @ . FAR0MdVR~~~2ER'S , ~II f"ii7' [jQ[J (!J (!J II • -_, I --i'4""'~ I I I " I ~ I I <D : I ~~I ,... : ~lf) Ln [JTIJ ~'in 8 _I 'oo I I '-r!"Y"t'~ ~J I ~J I ..... 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Mc'_-_,_<:.*-_~i--c'~+----tl'l----_-_'l------+"-------t.t-' ---+' ---1'c-tc-t'---+' -+-~ _" TYP. i : ~ ~ ~ : ~ : : ~ o T P. : : -~~ .,.--,,J----f: __ _,:iny_,-il~ ~~--_:_~~1;0=9;],---+1--llt~;;:~~~ '\:!_ ________ -t===1=:=t~~ ,1-f! _____ ..ri~~~B~)I.. ¢ J I -J ~r.,.,J I -0 1 J I I J J I I 1 · I I I I I ~-· I I I I I 0 • I 1-_ a \ AS.O} ..---1 :--1'<~ 15'-f-1 11'-o" : J l~ F~6'l J ~ · ~~~J __ _.l==?_1'_-_s,.,_'==""-1 -----Ff-.f.,:t==J------"l==?"--1_'-_s_"=l==""--' ----t---l'r-.I':F=J'--J ___ ?1'-5'L~_J _ ~'II" 1 _____ 12_'_-_3'_' --t--1'!;~---\~ ......... _.. 1 1 ~ ~ : I 'lcJ1 @): j i . ---, ~ ~, ,--, ,~~~ • ---, ,---, ,---, r--~ : ___ ' ,---' ,----~ : ---, r---, ,~~-, _ -~j I : ~~ <;: • : : o I ~17:\"'A~~~§~='fr!\__ I ---; ~~--: ~ ~ ~ ~ ! . ! i l ! ! : ! ! ! i : ! l ! ! ! , I 1-1 ~~ ~\ • : : I I 'OOFFICE-2'-I : : I I I I I I I I I I I I I I I I I I I ..-+ !II UIILIIY~M. II • "' I . ;;: • "' I 0 "' ------- = EXTeRIOR 1-HR RATED WALL EXTERIOR CMU FENCE WALL W/PLASl:R IINISII J :-'k-~..--1 I 114 I ~ I. : ! ! ! i®! l® l !®! !®! ! ! :®: :®! ! ! !®! ®~ 1_, LNJ : 1 ~1 \~ ~ T T ~ II l-'k--J-'k------i:_cl.'====:r:i®,.o"'t ~.-1---?.®"'D~~~~~ ~r':!::':!:::==' ®,:.F~Ir· =,::01 =::01 =iP'"'~=_""""'I=l<_::1~=="== __ -1:::=:'::1 ===~--~~~~~ -oek! ~.l.l ~. _~=~~:;=::::'I::::F_""'I~~!'--r::::,..'~~_-fl= _~=::::::1 =::01 :J""I--~1 ~~! =-~' ~""-!~.-. -c~~'""===,='il : I \® f)_v_\( D) I f-' ~~ i -------------'1.~-'k-----fJ'\ L__ ---------------_j L ~ 'Jt=~ -1 ~-j=j~: ~~~~=-~ ~ INTERIOR FULL HEIGHT NON-RATED PARTITION TO STRUCT JRE INTFRIDR 8'-0" HIGH WALL AT DORM AND 7'-0' HIGH AT RE'STRDOMS LOW WALL PARTITION FULL HEIGHT PARTI :ION 10 6" ABCVc CEILING 8'-9" 27'-0" ~~---------------------- 2'-st ~·-6t '-o' 2 -n 1:--1'-o" , QIQJ Js-7" 2'-6 • t-% .. P' \___ ·-a" ·1\lr-o· ., 1 ';:::'0 ~.'"r-ot RooF LINE 9'-s" s'-9" B'-o" 6'-o" 6'-o" 8'-o" 6'-o" 6'-o" 8'· o'' s· o" 6' o" 8'-o" 5' o" 6' o" 8'-o" 8'-9" 9'-5" L s'-9" ABOVE - - . '---..1'.,1<'--'---'--if---------.. --->'-----------j-~----------,1'------------.~ "r-o" "r-o" 92._0.. 121'-o" "r-o" 27• 0.. " 50'-4" 146'-:l ~--------------------~~----------------------~-------------------------T------------+-------------------------~--~~------------+------------------------------+---------------------~~ 1 4 6 [ A5.0 w 8 (o A5.0 E_EV. ----------------------------------------------------------------------------------------------------------------------------------------·-·----------·--~-----------------·------------ 9 ~ w u " 0 z w I' g 1-~ a " m w w w I' ro _J z ::s 0.. 0::: 0 0 _J IJ.. _J _J ~ w > 0 --' (j)-< ..... I= ~"" ;,.C!l w=> a<Ul .... u w I. u z -< _j (l_ co 0 0 N (J) <( -z 0::: 0 lL -- PA I PM: liD DRAWN BY: JOB NO.: SDG09-0013-0C SHEET A2.0 D N I 0 "' I n I 0 "" u --: w ~ w _c :n 0 u a m a D- o _j 0 0 I n 0 0 I m 8 0 ~ w u "' ::::> 0 Vl w "'I / 0 0 w 0 z "" Vl I N ;,:-. Vl w 0 z < T u X w "] c;: E_EV. < "' I b "" • "' I "' < "' I b N ROOF GUTER TYP. CLAY ROOF Tl TYP. BUILDING LINE BELOW TYP. '--ROOF GUTTER TYP. 10'-6' 32'-0" w "' D ,y "-0 0 y I SLOPE P 1"'1 c..,H __ ~4; 12 CLAY ROOF llLE-~ TYP. ROD! GU-TER __ ./ TYP. 21'-6" SLOPE PITCH 4 ; 12 I I I I I I I I J Zl ~I ~~ 50'-4" T--CLAY ROOF TILF TYP. ELEV. ELEV. 43'-o" ROOF RIDGF 27'-0" 27'-o" 7 ~---CLAY ROOF TILE rYP. ROOF GUTTER TYP. . ' ' [L[~ ¥ ~-CLAY ROOF TILE TYP, BUILDING LINE BELOW TYP. ROOF RIDGE BUILDING LINE-__.J BFLOW TYP. 92'-o" i46'-o" 121'-4" ROOF RIDGE w ELEV. El£V. w w ELEV. ~UILDING LINE BELOW TYP. ROOF GUTTER IYP. BUII_DING UNE BELOW TY0 • 8 CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT 27'-0" ROOF SKYL:GIIT TYP. <0 I -~ < "' ---... ·"' 0 I "' ... -----'\;-- z!'-o" CLAY 'lOOF TILE TYP. ROOF SKYLIGHT TYP. ' 0 I 'm OVERALL ROOF PLAN SCALE: ELEV. ~~ ' U) I ·o "' w i' ~ ~ 0 0 ~ < ~ l:il ~ ~ z <( _j _J Vl ~ ll. "' cc "" "' LL "' "' 0 w •::0 0< Ul 0 "' (..) w 0::: :J: 0 _J z _J "" _j ~ D.. ~ w D I ~ N > ---... « CD 0 0 <::_ ,<f) 10 FA / PM: AD CRAW~ BY: 5 "' I.J.J n:l <U 0::: n:l ·u "-<U E E 0 u ... .e ..-:: 01 'iii <U Cl 01 ..-:: '0 n:l <U ....J I I co 0 0 N ()) <( z 0:::: 0 IJ._ -0 ca U) __J 0:::: <3 - J03 NO.: SDG09-0013-00 SHEEl A3.0 "' "' D 0 ..-<( I n ~ 0 0 / 0 "' I 0 n I n I 0 <( ~ ~ "' ~ "' L [() "' c "' > 0 D " "' 0 Q_ 0 _j 0 0 I "' 0 0 "' 0 to 0 [() / t5 0' :CJ 0 [() w "'I / 0 to w 0 z <( [() I "' ~ [() w 0 z <( I (.) X w L:J c:: . -,_ .. ~j:L_. __ V-2'-3" •. ' . . _, ... . . . : . ·-. ---··---· --·-- ...... -------.. ': .. , ... ;· ... ~ .. :: .. --. . -... _ . .. . . . .... '·· . 12 4J PITCH . .· ... :, .. ·. ... , . ... . /•-., .. ,, ... ----,, -_.,: ..... <'-. ; '·: ---. . . / _,-,K/ /X, ,# / /jX, -IF/ I" / t212j .f,F / F / •·. -,,.,_ A'f I"' A/ _,,.;: ·. #IF >'IIX. #If >'II X. Jl/ . t2J2j / ~ / t2J2j / [ilij / t2J2j . ... -. ; -: ... . . , ___ . _:.., CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT .. ·, . ..._ ·- .. v ... T.O. PLATE ~ l14' ~o" II.[L. ±o'-o" EXTERIOR SOUTH ELEVATION-FARMWORK'S DORM #2 ----------------------------------- 1 2 cp 5 8 I 12 4J PITCH u Kl TCHlN f. REA 2 . ;. __ _ ·--.. ' . .,. ---. .. ·-' ' T.O .. PLATE$ -------114'-D' . . :.. .. -~-"·.: ..... -l ... ". / / / / 12 t--+--l~~-=---·;;'i· B . :_., ·--.--.... •. '" ·-· .... / / F / / .' ·-...• :_ ,: .. '· •• / / / / ... II ________________________ E=X-=-T::...-=E=---R_::_:_IO=-'R:_:__:_W=-=E=-=S:_:_T--=E=-=L=E____:_:VA:___:_T..:__:I-=O..:__:N_ DINING/KITCH EN SCAI E: 1/8"~1'-0" © . _·._,I •• ,-._- ·. ' ' ' .. ,:·: , .. ,._ :: l±!:i±i.:li±±±:::..:!:=...=±:...=:!-=-±::..:±...=:i.=L.:±:J±l'ffilll..:::=-±::0'0::.::.:::··:2..;=::'.2;_::~':.::· =-==-=-==-:=.:.::=:J::-=.:::-:...c·=---=--=-=--:...c.:::-----f---=---'--l-----'-'--'~~S~L-=-=---=--=---=-=---=--=--=-------~~:~L~" $ EXTERIOR EAST ELEVATION-FARMWORK'S DORM #\~~~~s~~o·;----@ SCALE: 1/8"~1'-0" 1 A5.1 "'--12 . PITCH 14 9 ---1' T.O. PLATE~ ---~~~-.:.:..::.:+14'-10" ELEVATION NOTES SEE SHEET A0.2 FOR GENERAL NOTES [I] [I] l.IJ []] [I] OJ OJ [I] OJ [j]] []] OIJ Oil li4l [ill PLASTE' WA_L WITH SANTA BARBARA FINISH. CLAY ROOF Tl LE. DECORA1lV[ SIT[ WALL WITH GATE. DECORATIVE SITE WALL. OPERABcE DIVIDED LITE WI,~OOWS. ROOF GUTTER DOWNSPOUT PAINTED TO ~1ATC I BUILDING IIN'SII GRAD[ VARES, SEE CIVIL DRAWINGS . FIXED GLASS WINDOW ROOF SKYLIGH I MeCHANICAL I OUVER, SFF MECHANICAL DRAWINGS. WINDOW ACCeNT TRIM DECORATIVE ROSETTE ICONIC TOWER WITH c,~OSS DETAIL IN RCCCSSED NICHE NON-OPERABLE OPAQUE CLASS DIVIOFD LITE WINDOWS COLOR LEGEND BASF COL :JR: FRAZFF COLOR Cl 260~ M URGF 195.06 154.50 142.22 #C39A8E ACCENT COLOR: FRAZEE COLOR CL 2546M SEA SNAIL LEGEND 0 VISION GLASS [JII[JIIJ SPANDREL GLASS 0 TEMPERED GLASS 109.47 83.62 84.96 #6D5455 -z w ~ >-w U) CXJ -0 z w 0 > C'\1 w 0) -<( ~ a:: 0::: 0 z w 0::: <( :) 0 1-u.. 0 _J -<( .....J <( w <( 0... 0 U) I ~ ~ 0 -0 U) co <( Ill 0.. I'--(/') ~ .....J ro N 0::: <( _J 0 C/) I z 0 _j Vl <( 1-'£ I= "' ~ ..: "' c:J rn ::0 "' [() w '<' _.J 0 w w I 0 0::: z "" 0 _j I o._ 0::: ~ I 0 I w i.J ~ I 1-""' '"' >< 0 <::.. "' w 0 PA I PM: AD DRAWN BY: JOB NO.: SDG09-0D13-DD SlilEI A4.0 D " I 0 n I n I "" <( > ' " ~ ~ c " "' 0 D D m 0 [L .s 0 0 I n ~ 0 0 I "' 0 () Ul / w u "' ::J D [f) w t>:l / 0 " w 0 z <( [f) I N _;:?. If) cw (..? z < T u X c.J "] r;-: 0 T.O. PL!' 11:_ +14'-10" . 12 41 PITCH c). T.O. PL!'TE -11--___ _ v +14'-1'·'·---j rJ. F!.FL V+o'-o" rJ. lO. PLAIE _ v +14'-1D" =-- • <D I -.,. 2 6 ··' ,,, 1.• ., . '; · .. : .•. . " .. ";!; ,,;; ............ ··,·~·~:-.·:.··:~~~ :--~~->\'::··.>:··, ·' =~ ::~\,:;:,.::"(.:.:· .· .... · ... ·~-'··~· -...;, m A ··: ... ~----.... · -~ .. .... '• ' ·'·· .... '·. ;,. •. ,, ..... . ·>.:·~--.<·. 11 r--, u,: ... "o·, .. · ·. ~ .•. ::. u '• .. \' ., . ·: .--.' ' ... : ., : .. · ... • • . ,. I .. : " ·:· .··· .. '·· . : .. ·, __ . [I}r-------+~ .•·.' I A .. ·· ... ~-\. ... :.,.-~,:-'··:,: . . ,._ ·, , .. , .... :· .. ·' .. · . .. ·»"1"""' E 2 3 v'f?E'e~ ~ F 2 F ~ F 1 i\5.2 12 P TCH 14 ·jr, .. ,,;.·. FII FIF'i ~~I ,] ;:;. ;: ,. -~ .... ...... ~ ... '.. ' ' G H 2 u r 11 r------T~c COL'HYARD AREA 11 .... ,., ·. ·' 3 CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT -FARMWORKER'S DORM #1 SCALE: 1/8"~1'-D" 0 I A 2 z 0 0 w !; ~ ---fi KITCHEN AREA I t-- 1 I I I STORAGE 1 I I +-'IT,.O~ PLATE 6\ ~ -I +lo'-6"7 ~ 0 I ' I ~ 'r 1 o " I ~ I ~ 0 L __ __j'-'-t'r===============~=====t=~~-=T~F!~ ~ .__ _______ __, \,. / -2'-3"\.." ~ EXTERIOR NORTH ELEVATION 11 c SCALE: J v----ru I I 6 B 1/ 2 6 +14'-10" ..___ D ~ FARMWORKER'S DORM #2 SCALE: ELEVATION NOTES SEE SHEET A0.2 FOR GENERAL NOTES [}] PLASTER WALL WIT11 SANTA BAREARA FNIS-J. [TI CLAY ROOF TilE W DE CORAl VE SI~F WAIL WITH GATE. [I] DECORATVE SITE WALL. [}] OPERABLE DIVIDED LITE WI~DOWS. W ROOF GUnER [I] DOWNSPOUI PA~NIED TO MATCH BUILDING []] FINISrl GRI1DF VARIES, SEE CIVIL DRAWINGS. []] FIXED GLASS WINDOW [@] ROOF SKYLIGHT [1iJ MECIIANICAL LOUVER, SEE MECHANICAL DRAWINGS. [JIJ WINDOW ACCeNT IRIM [ji] DECOR A liVE ROSETTE o:±J ISONIC TOWER WITH CROSS DETAIL IN RECESSED ~ICHE [JIJ WN-OPERA3LE OPAQUE GLASS DIVIOCD LIT[ WINDOWS COLOR LEGEND BASE COLOR: rRAZCC COLOR CL 2604M URGE 195.06 154.50 142.22 /IC39ABE ACCEN I COLOR: FRAZEE COLOR CL 2546M SEA SNAIL 1 09.~7 83.62 84.96 #505455 LEGEND 0 VISION GcASS SPANDRlc GLASS 0 TEMPERED GLASS B " " w < ~ ~ ffi ~ w I' ~ ~ 6 F < u ~ (f) -z w ~ 0::: w <( 1-0 _J <( w (f) I 0 (f) Q_ ro _J (/) z 0 -' 1-!2 ~ "" ~ "" "' "' lD it! ::J (f) w Y: ...J u w w I u 0:::: z <( 0 -' "--0:::: ~ 0 w ~ N 1-'-.,. <( <D X 0 "' "' w 0 FA / PM: DRAWN BY: JOB NO.: co 0 w 0 > C\1 (j) -<( 0::: 0 z 0::: :5 0 u.. -<( ....J 0.. () ~ -0 -<( co 00 1'-U) ~ ....J N 0::: <( u I I -- I AD SOGD9-0D13-00 8 r-------~~~-------, ~ S ICET A4.1 N " D I tr) z "" ..J [l_ r-tf) f=' <( ? 0 u / ~ c ~ E n_ 0 g; ~ 0 w ~ ~ m N n 0 tr) 0 [l_ <!: ..J I ~ I ! I \ \ ' 1 ! \ ~ \ ' . \ I ' \ I i ' \ ' \ \ i I r I I I ! \ \ I \ • \ \ \ \ \ ' I 'I ! \ ' \ ·, \ \ \ \ \ \ \ \ \ ' \ \ \ \ \ ------- ----- \ \ \ \ \ ' ------ \ \ ' \ \ ' \ ,. B" SO LINIE---.._ LANDSCAPE ®AREA ------·----.... __ --·-········-··-----------..... _____ ---------. GRAPHIC SCALE 20 o 1D 20 40 llllll••·llli···~~!~!----1! ( IN FEET ) 1 inch = ZO ft. ' -~- Mi·; #'1 FW/i ELE\1: :3:30.62 !NV t::J:v .H2.b0 6" SD LIN!'~ 6" SO LINE ®AREA I I ... S!·n::: !::1!:::'JC! ],'-AARK ['..[V· 3:09.69 , I 'I archit<>otu.re pl!UUllng interior~ gr~~ 5ite de•elopment 6l63S"""lwlcltdJ.sll'.17!i sat~ die;w. califomi.o. ~:.1.1.2:1 p 8511.638.727.7 f85B.6:38.7505 PROJECT ENGINEER \ \ \ \ I , -·--- r_ .. ___ ............ ---·-··- OVERFLOW PARKING TURF-BLOCK MATERIAL '" '-., ___ j \ ~-z4ft FIRE ACCESS R\)AD I,UI,r·l~cc''-'" MATERiAL \ AREA® .. ,,. WARE MALCOMB Leading Design for Commercial Real Estate DATE CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT BMP TABLE BMPID# BMPTYPE SYMBOL CASDA No. QUANTITY DWG. NO. SHEET No. INSPECTION MAINTENANCE CONSTRUCTION FREQUENCY FREQUENCY SIGN OFF TREATMENT CONTROL 1-4 BIOSWALE ~:~l~&:f<j~~it~i-~ TC-30 316 LN. FT. 5-B DRAIN INSERTS miill MP-52 4EA. LOW IMPACT DESIGN (LI.D.) 9-15 BIOFILTRA TION ,. ___ ·.· .. --.·-.··I 1,218.53 S.F. FLOW-THROUGH' 16 PLANTER L/"-'1/'n' .'/;J 672.45 S.F. r,! -,'/,•'_i/-j/ ,u-,,,_.,, I ·, 17 CISTERN a . 1 EA. SOURCE CONTROL 18-26 27-29 30 31 32 SITE DESIGN AND LANDSCAPE SD-10 PLANNING ROOF RUNOFF SD-11 CONTROLS EFFICIENT IRRIGATION SD-12 STORM DRAIN SD-13 SYSTEM SIGNS PERVIOUS PAVEMENTS SD-20 SWMP No. ______ _ MAINTENANCE AGREEMENT DOCUMENT: YES PARTY RESPONISIBLE FOR MAINTENANCE NAME CONTACT: ADDRESS ________________ _ PHONE NO.----------------- PLAN PREPAREID BY: NAME~~-----------------COMPANY ________________ __ ADDRESS ________________ __ 27,802 S.F. 3EA. 1 EA. 1 EA. 2190 S.F. NO PHONE NO. ______________ __ CERTIFICATION ______ __ BMPNOTES: 1. THESE BMPS .ARE MANDATORY TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS OR THESE PLANS. 2. NO CHANGES TO THE PROPOSED BMPS ON THIS SHEET WITHOUT PRIIOR APPROVAL FROM THE CITY ENGINEER. 3. NO SUBSTITUITIONS TO THE MATERIALS OR TYPES OR PLANTING TY:PES WITHOUT PRIOR APPROVAL FROM THE CITY ENGINEER. 4. NO OCCUPANICY WILL BE GRANTED UNTIL THE CITY INSPECTION STAFF HAS INSPECTED THIS PROJECT FOR APPROPRIATIE BMP CONSTRUCTION AND INSTALLATION. SEMI-ANNUAL WEEKLY QUARTERLY DEBRIS REMOVAL EVERY QUARTER SEMI-ANNUAL SEMI-ANNUAL VEGETATION MANAGEMENT SEMI-ANNUAL SEMI-ANNUAL VEGETATION MANAGEMENT SEMI-ANNUAL DEBRIS REMOVAL EVERY QUARTER ANNUALLY VERIFY OPERATION OF PUMPS, VALVES PRESSURE TANKS & LOCKING DEVISES. SEMI-ANNUAL SEMI-ANNUAL VEGETATION MANAGEMENT SEMI-ANNUAL DEBRIS REMOVAL EVERY QUARTER VERIFY OPERA TJON ANNUALLY OF PUMPS, VALVES & PRESSURE TANKS VERIFY READABIUTY ANNUALLY OF SIGNS SEMI-ANNUAL SEMI-ANNUAL VACUUMING VERIFIED BY: INSPECTOR DATE 1-----t--+---+--~ I SH1EET I CITY OF CARLSBAD I SHE1ETS I ~~~~~~;EN=G=I=N=E=E=RI=N=G=D=E=P=A=R=TM==E=NT======~====~ BMP SITE PLAN LA POSADA MEN'S SHELTER IMPALA DRIVE, CARLSBAD, CA TITLE SHEET APPROVED: GLEN K. VAN PESKI ,.-------------------+---11------+--+----l SENIOR CIVIL ENGINEER PE 41204 EXPIRES 3 31 13 DATE 1 I DRAWING NO. DWN BY: CHKD BY: __ _ RVWD BY: PROJECT NO. DATE INITIAL ENGINEER OF WORK DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL --·- ..... ___ _ FIRE SUPPRESSION NOTES : I J I I I ·----. i I I I / I i ! ' I -~ \< ••• ·---~. --------·- DESIGN, INSTALLATION AND MODIFICATION OF EXISTING VEGETATION SHALL BE IN CONFORMANCE WITH THE FOLLOWING CONDITIONS, OR AS REQUIRED OR MODIFIED BY THE CITY: ZONE A-1: 1, Planted with ground cover or low growing shrub species (less than 3' in height) known to have fire retardant qualities, 2. No trees or shrubs allowed. 3. Irrigated. ZONEA-2: 1. Planted with low water use naturalizing plant species known to have low fuel characteristics. 2. No trees allowed. 3. Irrigated. ZONEA-3: 1. Planted with low water use naturalizing plant species known to have low fuel characteristics. 2. Trees are allowed but shall not be planted closer than 20' apart 3, Irrigated. MAINTENANCE ACCESS SHALL BE PROVIDED TO THE FIRE PROTECTION AREAS, DEBRIS AND TRIMMINGS PRODUCED BY THINNING SHALL BE REMOVED FROM THE SITE OR SHALL BE CONVERTED TO MULCH BY A CHIPPING MACHINE AND EVENLY DISPERSED OVER THE AREA TO A MAXIMUM DEPTH OF 4", I I ----... _ / I I I I DIN lNG KITCHEN I I I I --. ( I I I I I I I ' I ------ I j I I ! I / I / I I ... -~ i I ARM WORKER DORM# 1 FARMWORKER DORM #2 I / I ' ' I I 1 I , I I ! i i ! FIRE HYDRANT · i I Mi;o A l, ~ D #, v rj~OCA ?'N I ! I I I I I I I I I I -~~-~~~----··-·-·1·, -----I ( ----------... ____ _ --------~· -----...... __ _ ------ ; I I I I / I ' .~ / MAINTENANCE NOTE: \ \ \ \ i \ ' ,./(f..~·]!;!") i / (E-12") \ \ /(E-12") x· / ' " \ \ \ \ \ \ \ \ \ \ I · \ \ \ J \ I\ --1E-22"j \ \ \ t;:''·J;.:.:::_~ PROPERTY LINE, TY'P. 1 \ I \ \ \ \ \ \ I ,, J \ MAINTENANCE OF THE FIRE SUPPRESSION AREAS SHALL BE THE RESPONSIBILITY OF THE OWNER AND SHALL BE PERFORMED AS REQUIRED, BUJT AT A MINIMUM OF ONCE PER YEAR, PRIOR TO THE START OF THE "FIRE SEASON," IN LATE SPRING OR EARLY SUMMER, BUT BY JULY 1st AT THE LATEST CAU liON: 11-I HI~ ~Ht.t.l I~ NO I L4'X)o" II I~ A Kt.UUCt.U 1-'KIN I PLANTING LEGEND SYMBOL BOTANICAL I COMMON NAME MINIMUM SIZE COMMENTS ',5 GAL. 6'H X 3'W X 1/2" CAL MULTI-TRUNK '5 GAL STD. 6'H X 2WX Y." CAL 15 GAL. 5'H X 3' WX 1:;" CAL. STD SHRUBS, VINES & GROUNDCOVERS: DESCRIPTION LARGE DECIDUOUS NATIVE TREE LARGE EVERGREEN NATIVE TREE EVERGREEN SCREENING/ STREET TREE QTY WUCOLS 2 MOD. (0.4-0.6) 9 LOW (0.1-0 3) 6 LOW (0.4-0.6) ZONE 2-REFINED LANDSCAPE-BUILDING PERIMETERS, EMPLOYEEPATIO&PARKINGAREAS (40% OF TOTAL LANDSCAPE AREA) 0 r· · -· · ·. · · · · ·. ·1 ' . . . -. . . . . . . . . . . . . . . -....... . . . . . . . . . . .. ' .... ' . ' . '' ..... . BOUGAINVILLEA '00-LA-LA' I DWARF BOUGAINVILLEA CARISSA 'BOXWOOD BEAUTY I DWARF NATAL PLUM LANTANA M. 'GOLD RUSH' I YELLOW LANTANA 5 GAL 5 GAL 1 GAL. LAVANDULA 'GOODWIN CREEK GRAY/ 5 GAL. LAVENDER MUHLENBERGIA RIGENS DEER GRASS ROSMARINUS 'BLUE SPIRES' I . UPRIGHT ROSEMARY VEGETATED SWALES: CAREX DIVULSA/ BERKELEY SEDGE BIORETENTION AREAS: JUNCUS PATENS I CALIFORNIA GRAY RUSH 1 GAL. 5 GAL. 1 GAL. 1 GAL. PLANT 3' 0 C PLANT 2' D.C. PLANT 3' O.C. PLANT 30" 0 C PLANT 3'0.C PLANT 4' O.C. PLANT 18"0.C. PLANT 18" D.C. FLOWERING SHRUB MASS EVERGREEN FOREGROUND FLOWERING SHRUB MASS FLOWERING PERENNIAL ORNAMENTAL GRASS UPRIGHT EVERGREEN SHRUB 88 72 48 39 111 34 488 1,634 LOW (0.1-0.3) MOD. (0.4-0.6) LOW (0.1-0.3) LOW (01-0.3) LOW (0.1-0.3) LOW (01-0.3) MOD. (0.4-0.6) MOD. (0.4-0.6) ZONE 3-NATURALIZING LANDSCAPE-STREETSCAPE PLANTING/ PERIMETER PLANTING (60% OF TOTAL LANDSCAPE AREA) C't; BACCHARIS 'PIGEON POINT/ DWARF COYOTE BRUSH CEANOTHUS G. H. 'YANKEE POINT' I CARMEL MOUNTAIN LILAC ENCELIA CALIFORNICAI COAST SUNFLOWER HETEROMELES ARBUTIFOLIA I TO YON RHAMNUS CALIFORNICA 'EVE CASE' I COFFEE BERRY ANEMOPSIS CALIFORNICAI YERBA MANSA SALVIA LEUCOPHYLLA 'POINT SAL' I PROSTRATE PURPLE SAGE 1 GAL PLANT 6'0C 5 GAL. PLANT B' O.C. 1 GAL. PLANT 3' O.C. 5 GAL PLANT 6' O.C. 5 GAL PLANT 5' O.C. 1 GAL. PLANT 5' D.C. 1 GAL PLANT B' O.C. EVERGREEN GROUNDCOVER EVERGREEN GROUNDCOVER MEDIUM FLOWERING SHRUB LARGE EVERGREEN SHRUB MEDIUM EVERGREEN SHRUB EVERGREEN GROUNDCOVER FLOWERING PERENNIAL 158 79 140 44 73 50 11 LOW (01-03) VERY LOW(<0.1) VERY LOW(<0.1) LOW (0.1-03) VERY LOW (<0.1) LOW (0.1-0.3) LOW (0.1-0.3) "'~x"'·."'. """""". 'V'VI.•. MYOPORUM PARVIFOLIUM I MYOPORUM OVERSEEDED INITH: FLATS PLANT 2' O.C. EVERGREEN GROUNDCOVER PER PLAN LOW (0.1-0.3) ---- NATIVE SEED MIX Contains: • Achillea millefolium (Common Yarrow) • Bromus carinatus (California Brorne) • Collinsia heterophylla (Chinese Houses) • Eylmus glaucus (Blue \J\/ild Rye) • Eschscholzia californica (California Poppy) • Layia platy;;~lossa (Coastal Tidy Tips) • Lupin us mi:::rocarpus densiflorus (Chick Lupine) • Melica imperfecta (Smallfiower Melic) • Nassel!a pulchra (Purple Needlegrass) • Sisyr·inchium bellum (Western Blue-eyed Grass) • Trifolium cilio!atum (Foothill Clover) • Verbena Jasiostachys (Western Vervain) • Vulpia microstachys (Small Fescue) • SEED AVAILABLE AT S&S SEEDS (805) 684-0436 SEED• NURSECROP FOR TEMPORARY INFILL FOR ALL PERIMETER PLANTING AREAS 11 LBS/ LOW ACRE (0.1-0.3) DENOTES SOIL SAMPLE LOCATION-REFER TO NOTE 'H' OF PLANTING NOTES, SHEETL6.1, FOR ADDITIONAL INFORMATION. DENOTES ROOT BARRIER, TO BE INSTALLED AT ALL TREES WITHIN 5 FEET OF ANY HARDSCAPE, PAVEMENT OR CURB. ROOT BARRIERS ARE TO BE 'UB24-2' BY DEEP ROOT CORPORATION, (BOO) 458-7668, INSTALLED PER MANUFACTURER'S SPECIFICATIONS. NOTE: ROOT BARRIERS SHALL NOT BE WRAPPED AROUND THE ROOTBALL. NOTES: MULCH ALL LANDSCAPE AREAS (EXCLUDING TURF) HAVING LESS THAN A2:1 SLOPE WITH A 3" LAYER OF MEDIUM GRIND BARK MULCH, PER SPECIFICATIONS. AT THE CONCLUSION OF PLANTING OPERATIONS. NO TREES OR TREE CANOPIES ALLOWED IN UTILITY EASEMENTS, TYPICAL ~ :1 ~ 15 r---------------------------------------------~ ~ i! APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ~ c li ,_ ............................ _, .................................. _, .............................. _, ......... ~.A--S---•8--U .. I•L--T•~--------,-R·~--IS.IO•N•S•M•U•ST•B•E•A•P•P•RO•V•E•D•BY .. PU•B•L•IC•H·~·L•T•H•E•NG•I•NE•E•R•, ------r,~~s~FH~SE~PET~~~~~~C~ITY~~O~F~C~A~R~L~S~B~A~D~~~~~~s~H~E~1E8~Ts~~ ~ ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO . PLANNING DEPARTMENT . ~ IMPLEMENTATION IN FIELD. ~ WARE MALCOMB Leading Design for Commercial Real Estate architecture plannlng inferiors graphics 6363 greenwich dr. ste, 175 san diego. california 92122 p 858.638.7277 f 858.638.7506 R I D G E LANDSCAPE L.A. DATE EXP. --------- FIRE SUPPRESSION PLAN LA POSADA DE GUADALUPE MEN'S SHELTER REVIEWED BY: ARCHITECTS f----4-+----------------~~--IAPPROVED 8841 Research Drive ===,.------------------------ ~ I ~ Q ~ Suite 200 ~P==LA==N==N=IN::::G:::;::===;-;=======;-;==::: "D~AT~E~::::;;;=i ~ lr~ne, [)\ 92618 OWN BY_--;LA~---~ PROJECT NO. ~ FLAMMABLE WOOD FENCING SHALL NOT BE ALLOWED WITHIN 100' OF THE NATIVE UNDISTURBED Tel 949 3671323 DATE BY DESCRIPTION APP'D RS DRAWING! NO. 1l l..A•R•E•A•· ...................................................................... .L ...... s~C~A~L!E~A~N~D~N:O~R~T~H~ ...... L. .................................... L. ................ ~~~~.ri~dg~ela~.oo~m~~.J.:IN:S~PE=C~TO:R .................. ~D=A~TE~ .. .J ................ .:R:~::~IS::IO~N:s:. ................ ~~;~;~;;~;y~~ii;;~~;;-.;;X;X;;;;;;~.-;;;X;X;;;;;;~! 0 10 20 40 60 sire development ---'-.......__ _______ _ I I I I I I ---- f I I f I f f I I PtOPI]RTY ~INE, I I I I I I I I I I f I 1 I I I I I f I I I 0 DINING r I I I I I I I I I I I I I I l I { I I 10 20 4-0 SCALE AND NORTH - 60 FARMWORKER DORM #1 ... _ .... ---... OFFICE FARMWORKER DORM #2 I I { I I I I I I I f 1 I I lfV!'PAI/.A I I DRIVt I I I I I I WARE MALCOMB Leading Design for Commercial Real Estate archilecture planning interiora graphic:a site development 6363 greenwich dr. ofe. 175 san diego. ailifomia 92122 p 858,638.72.77 f B58.63B.7506 I ( I I I ./ I I I I f / / / R I D E LANDSCAPE ARCHITECTS 8841 Research Drive Sui:e 200 Irvine, rA 92618 Tel 949 3871323 VAvw.ridgela.com L.A. REVIEWED BY: INSPECTOR .. I I II--·,._._ I ·-1 ,_ 1 -I ..... __ I I ·-I I. I~-------I ...... 1"', +-i \ I 1 I I t-"\E-12 T I "' \ \ \ I -'"{E-221\ \ I I / I L "(E-'16") 1--. I \ I I I I I I 1 "1E·18") if) ~ I \ I \ I I /{E-12") ' I \ \ ~E-12") _...X: \ \ \ \ I \ ;(E·12'')\ ...-\ ..... \ \ \ \ \ I \ ,( \ ~. \ >$fr;?C=,:::./_:(E:·22") \ PROPER:TY LI~E, TYP. \ \ LEGEND: AREA OF RECYCLED WATER USAGE FOR LANDSCAPE IRRIGATION "AS-BUJLr REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER ~I ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO ,., ~IM_P_LElM=ETNT~A~TI=O~N~IN~F~IE~LD~·-----------,-~ LA POSADA DE GUADALUPE DATE: £XP. -----~--r-r--------------J--__j MEN'S SHELTER I APPROVED PU.NNING DATE APP'D OWN BY LA PROJECT NO. II CHKD BY RS DRAWING NO. FIELD BY XX XX DATE BY DESCRIPTION DATE REVISIONS I I > "' 0 ~ V> 0 D.. ·o c 0 u 0 :;:;; 0 ~ ~ T > "' 0 u c 0 u 0 :;:;; 0 ~ ~ I / "' ~ ~ m N ,.., 0 '-" 0 Q_ <( --' I ______ ......... . ---.. ~-. . . ,_ ··-·-··-··- / .. -~-····· ... / ' ' / ' ' ' ' i I I I \ I \ / \ \ i \ \ ' / / I \ \ ' \ / ' ' \ \ \ \ \ \ \ \ ' L =87.00' S=4.x:~~~n- Tf=0.10 MINS -------------- ... , . POe---- -- .... ·······--.. -., ... ·--.. •-. ... ---------------- GRAPHIC SCALE 20 0 10 20 40 ~~ .. -rri}__ -~~~.~~~~~~~~~~~ IN FEET ) _ 1 inob ~ 20 ft. A2 ~--------\ ----I~H #1 Ri ~~i ElJ: V: iNV ELF\!; ------ ------ "' • t .... '-··--··--··--··- --·-- -··--··-. .... , ----I IMp ---------------{-----A L. A \\ -------- '·-.......... ,., ... •·r· ''-·, ~ --·-:;1 'l d,-NUiVAf<K ELEV: 359.59 ------------- ------- ·-· -----.. -I \ \I I I ---------\} __.-...._ T-------- A1 I R~M FL.EV: "• --- ' ' \ DRAINAGE AREA A1 (0.257 Ac) A2 (0.300Ac) B (0.157 Ac) c (0.423 Ac) D (0.025Ac) E (0.073Ac) CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT LEGEND: -··-··-··-··-DRAINAGE BOUNDARY To L =XXX' RUNOFFTRAVELLENGTH(FD A'\--\------- <-XA//C~----------- NAME OF DRAINAGE AREA DRAINAGE ACREAGE 210 XXX.X FT. XXX cfs XXX cfs X.XX min FLOWLINE NODE NUMBER FINISH SURFACE ELEVATION Q VALUE (CFS)-100 YR Q VALUE (CFS)-10 YR TOTAL TIME OF CONCENTRATION IMPERVIOUS AREA PERVIOUS AREA %IMP. c (0.074Ac) (0.170 Ac) (O.OOAc) (0.197 Ac) (O.OOAc) (O.OOAc) LANDSCAPE ;0.183Ac ROOF ; 0.074Ac 28.79% 0.51 TOTAL ; 0.257 Ac LANDSCAPE ;0.114Ac PAVERS ; 0.016Ac 56.67% 0.66 ROOF ; 0.170Ac TOTAL ; 0.300Ac PAVERS/TURF ; 0.157 AC 00.00% 0.35 LANDSCAPE ;0.152Ac ROOF = 0.182Ac 46.57% 0.61 WALKWAY = 0.015Ac TURF = 0.074Ac TOTAL = 0.423Ac LANDSCAPE! 00.00% 0.35 POROUS PARKING ; 0.025 Ac LANDSCAPE! 00.00% 0.35 POROUSDRWY = 0.073Ac POST DEVELOPMENT DRAINAGE MAP LA POSADA MEN'S SHELTER orrhit>orture planning imeicn~ graphics !lirede\·elopmenl 6363 gre<mw!c'h dr. ~"'· 175 •an dieso. ea.liiomia ~2;Z2 p 855.631!.7277 f S:ill.&311.751)6 PROJECT ENGINEER WARE MALCOMB Leading Design for Commercial Real Estate DAll' DEPARTMENT OF ENVIRONMENTAL HEALTH RECYCLED WATER STANDARD PLAN NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 2. DRINKING WATER FOUNTAINS AND DESIGNATED OUTDOOR EATING AREAS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST, OR RUNOFF. 3. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE POND lNG, RUN-OFF, OVER-SPRAY AND MISTING. 4. HOSE BIBS ARE STRICTLY PROHIBITED 5. CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES ARE STRICTLY PROHIBITED. 6. NO SUBSTITUTIONS OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE OTAY WATER DISTRICT. 7. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. B. HOURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM 9:00P.M. TO 6:00A.M. THE HOURS FOR IRRIGATION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY THE LOCAL AUTHORITY. IRRIGATION DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF THE DESIGNATED USER SUPERVISOR. IRRIGATION WITH WATER OF A LESSER QUALITY THAN DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF 9:00P.M. AND 6:00A.M. 9. BURIAL OF ALL WIRING AND PIPING SHALL MEET CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED WATER, WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. 11. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO MINIMIZE OR ELIMINATE OVER-SPRAYING ON SIDEWALKS, STREETS AND NON-DESIGNATED USE AREAS. 12. RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR THE USE ON RECYCLED WATER DISTRIBUTION SYSTEMS PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 13. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR-CODED PURPLE PER AWWA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEALTH AND SAFETY CODE. 14. ALL IRRIGATION PIPES SHALL BE STENCILED WITH THE WARNING, "NON-POTABLE OR RECYCLED WATER,' COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 15. ON NEW ON-SITE SYSTEMS (POST-METER), POTABLE WATER, CONSTANT PRESSURE RECYCLED WATER AND SEWER LINES SHOULD BE PLACED A MINIMUM OF FOUR FEET APART ORAS DIRECTED BY TilE PROJECT ENGINEER AND I OR REGULATORY AGENCY. MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT PIPE CENTERLINES. 16. CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE INCHES BELOW POTABLE WATER LINES AND MAINTAIN AT LEAST TWELVE INCHES CROSSING SEPARATION BETWEEN OTHER UTILITIES. 17. IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A POTABLE WATER LINE OR LESS THAN TWELVE INCHES BELOW A POTABLE WATER LINE, THEN THE RECYCLED WATER LINE SHALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE AS PER THE OTAY WATER DISTRICT'S RULES AND REGULATIONS. 18. THE REQUIRED CROSS-CONNECTION SHUTDOWN TEST SHALL BE DONE BY THE CARLSBAD MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL IIEALTH. 19. THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER THE CARLSBAD MUNICIPAL WATER DISTRICT AND I OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. 20. THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK" SIGNS SHALL BE CALLED OUT ON TilE PLANS. 21. WHEN RECYCLED WATER BECOMES AVAILABLE, AN ON-SITE USER SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW I CROSS-CONI~ECTION PROTECTION, THE RECYCLED PURVEYOR'S RULES AND REGULATIONS AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONTACT SISTER RAY MONDA DUVALL AT (619) 231-2828. OR AFTER HOURS CONTACT SISTER RAY MONDA DUVALL AT (619)231-2828. 22. ALL PUBLIC AND PRIVATE POTABLE WATER MAINS INCLUDING FIRE MAINS AND ANY WATER WELLS AND WATER COURSES WITHIN THE RECYCLED WATER PROJECT SHALL BE SHOWN ON THE PLANS. 23. CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT DRINKING FOUNTAINS AND /OR DESIGNATED OUTDOOR EATING AREAS ON THIS SfTE. 24. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECYCLED WATER. PERSONNEL MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND WASHING, CLEANING OF TOOLS, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY IT IS IMPORTANT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. 25. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS IRRIGATED WITH RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. NOTE: PRIOR TO THE START OF GRADING, THE APPLICANT OR APPLICANT'S AGENT SHALL OBTAIN CITY APPROVAL OF A CONSTRUCTION SCHEDULE AND/OR EXHIBIT OUTLINING THE TIMING OF THE SlOPE PLANTING AND IRRIGATION. THE SCHEDULE SHALL SHOW TIMING OF CONSTRUCTION OF FREE-STANDING, RETAINING AND CRIB WALLS IMMEDIATELY AFTER ROUGH GRADING AS EACH LOCATION IS ACHIEVED. IRRIGATION AND PLANTING SHALL TAKE PLACE AS GRADING PROGRESSES. INSTALLATION OF IRRIGATION AS SHOWN ON THE APPROVED PLANS SHALL COMMENCE WITHIN 10 DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. PLANTING AND IRRIGATION FOR THE SLOPE AREAS SHALL BE COMPLETELY INSTALLED, AS SHOWN ON THE APPROVED PLANS, WITHIN 30 DAYS AFTER THE IRRIGATION INSTALLATION FIRST COMMENCES. REVIEWED CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT (FUTURE) RECYCLED WATER SYSTEM (PRIVATE) LA POSADA DE GUADALUPE MEN'S SHELTER INSPECTION PROCEDURES 1. PROJECT LANDSCAPE ARCHITECT CONSTRUCTION INSPECTION SHALL INCLUDE: A. LOCATION OF PIPE LINES B. TRENCH DEPTHS C. REQUIRED SEPARATION (HORIZONTALLY AND VERTICALLY) D. PIPE IDENTIFICATION E. POINTS-OF-CONNECTION (POC'S) F. LOCATION AND IDENTIFICATION OF SPRINKLER HEADS G. WARNING SIGNS AT THE SITE AND ON THE TRUCKS HAULING RECYCLED WATER (IF RECYCLED WATER IS USED FOR CONSTRUCTION). AN APPROVED LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE OBTAINED FROM THE CITY AND THE DISTRICT, AND BE FORWARDED TO THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH PRIOR TO FINAL INSPECTION APPROVAL. 2. DISTRICT FINAL INSPECTION SHALL INCLUDE: A. COVeRAGE TESTS, AFTER COMPLETION OF THE SPRINKLER SYSTEM, TO DETERMINE THE ADEQUACY OF COVERAGE ON THE APPROVED USE AREA AND PROTECTION OF AREAS NOT APPROVED FOR RECEIVING RECYCLED WATER. B. WARNING SIGNS AND LABELS C. QUICK COUPLING VALVES D. ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF AND POND lNG. E. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. F. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, ETC. G. CROSS-CONNECTION 3. ANNUAL INSPECTION SHALL INCLUDE: A COMPLETE INSPECTION WHICH SHOULD COVER PARTS "A", "B" AND "G" OF THE DISTRICT FINAL INSPECTION. SPECIAL NOTES INSPECTION PROCEDURES: INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF THE WORK, OR HIS DESIGNATED AGENT. REFER TO THE SPECIFICATIONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTALS. FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF THE WORK WILL CERTIFY THAT THE INSTALLATION HAS B·EEN COMPLETED BY SUBMITTING THE "FINAL LANDSCAPE CERTIFICATION FORM." A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST LINE. "FINAL LANDSCAPE CERTIFICATION FORM" FAX TO: (760) 944-8943 LANDSCAPE INSPECTION REQUEST PHONE LINE: (760) 602-4602 ALL IRRIGATION BACK FLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON THE CITY WEB SITE AT www.ci.carlsbad.ca.us OR CALL (760) 438-2722. DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HAVE EXCERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE. AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. BY: DATE: ____________________ __ JAMES J. RIDGE, LANDSCAPE ARCHITECT R .L.A. #2809 FIRM NAME AND ADDRESS: TELEPHONE NUMBERS: REGISTRATION NUMBER: EXPIRATION DATE: OWNER NAME AND ADDRESS: RIDGE LANDSCAPE ARCHITECTS 8841 RESEARCH DRIVE, SUITE 200 . IRVINE, CA 92618 (949) 387-1323 I (949) 387-1303 FAX 2809 MAY 31,2013 Carlsbad, California SIGNAGE NOTES I. THE FOLLOWING GUIDELINES FOR THE USE OF RECYCLED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON 8-1/2" X 11" SIZE SIGN. COLOR: PURPLE B.~CKGROUND WITH BLACK LETTERING. GUIDELINES FOR RECYCLED WATER USE: 1. IRRIGATE BETWEEN THE HOURS OF 10:00 PM AND 6:00AM ONLY. WATERING OUTSIDE THE TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. 2. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, (I.E. EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION. 3. ADJUST SPRAY HEADS TO ELIMINATE OVERS PRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND LOTS AND STREETS AND SIDEWALKS. 4. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC. SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. 5. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECYCLED WATER. PERSONNEL MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND WASHING, CLEANING OF TOOLS, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY, IT IS IMPORTANT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. IT IS YOU, THE LANDSCAPE CONTRACTOR WHO IS RESPONSIBLE FOR EDUCATING EACH AND EVERY ONE OF YOUR EMPLOYEES. 6 OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 7. ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. A. TAGS SHALL BE WEATHERPROOF PLASTIC, 3" X4", PURPLE IN COLOR, WITH THE WORDS "WARNING-RECYCLED WATER- DO NOT DRINK" IMPRINTED ON ONE SIDE, AND "NO TOME EL AGUA" ON THE OTHER SIDE. IMPRINTING SHALL BE PERMAMENT AND BLACK IN COLOR. USE TAG AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. B. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: 1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP, OR 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP, OR 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. B. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER SPRINKLER HEADS. II. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS "RECYCLED _WATER USED FOR IRRIGATION" IN ENGLISH AND SPANISH, WITH BLACK LETTERS, 1" HIGH, ON A PURPLE BACKGROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. 1 TYPICAL SIGNS BLACK LOGO PURPLE BACKGROUND ~ 1" BLACK LETTERS I It (N.T.S.) 1 WARNING RECYCLED WATER DO NOT DRINK RECYCLED WATER CROSSOVERS OF RCW AND PW MAIN, RC MAIN TO BE SLEEVED PER NOTE 16 THIS SHEET ----- In Order to Conserve Water. .. RECYCLED WATER IN USE DONOT ®NOTOME DRINK EL AGUA N EB VICINITY MAP SCALE: NOT TO SCALE ~~~-tZ~;-;rT---CROSSOVERS OF RCW AND PW MAIN, RC MAIN TO BE SLEEVED PER NOTE 16 THIS SHEET SHEET INDEX PROJECT MAP LEGEND SHEET TITLE SHEET NUMBER RECYCLED WATER I TITLE SHEET 1 SYMBOL DESCRIPTION CONSTRUCTION PLAN 2 - - --PW -----PROPOSED POTABLE WATER SYSTEM CONSTRUCTION DETAILS 3-4 IRRIGATION PLAN 5 --PW-------EXISTING POTABLE WATER SYSTEM IRRIGATION LEGEND & NOTES 6-7 • •••·• •• RW .,., •.• ,.,. PROPOSED IRRIGATION SYSTEM MAINLINE IRRIGATION DETAILS 8 -11 ~LC~{{~~ AREA OF RECYCLED WATER USE PLANTING PLAN 12 --. ~ ·-·-·-.. LOCATION OF RECYCLED CONNECTION POINT(S)-METE;R & BACKFLOW PRE:VENTION PLANTING DETAILS & NOTES 13 LANDSCAPE SPECIFICATIONS 14-18 ~ CATHOLIC CHARITIES DIOCESE OF SAN DIEGO ATTN: SISTER RAY MONDA DUVALL 349 CEDAR STREET SAN DIEGO, CA 92101 12" X 36" SIZE S AFTER CONTACTING OS DESPUES DE: USAR * "DO NOT DRINK" SIGN LOCATIONS LOCATION OF POTABLE CONNECTION ,-------------------------------------------------------------------------------------------~~ 18" X 18" SIZE APPROVED FOR PLANTING AND ~ .032ALUMINUM,.060ABSPLASTIC IRRIGATION ONLY, INCLUDING PRECISE ~ WASil HANDS AFTER CONTACTING LAVE:£ SUS IMNOO 001'\JES DE USAR -~---POINT(S)· METER & BACKFLOW PRE:VENTION (619) 231-2828 OR STICK-ON VINYL SIGNS r:::::::::::::::::::::::::::::::::-r---------------------------r------------~::::::::~------~~~~~~~====~::~~::~==~::~~~~~~----~~~~L~O~C~AT~f~O~N~O~F~PL~A;N~T~IN~G~A~R:E~A~S~.~~~~ 1" BLACK LETTERS 2" BLACK LETTERS .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS TELEPHONE NUMBER: CARLSBAD MUNICIPAL WATER DISTRICT WILLIAM E. PLUMMER, DISTRICT ENGINEER R.C.E. 26176 COUNTY OF SAN DIEGO DATE Department of Environmental Health-Land Use Division GLEN LEEKS DATE WARE MALCOMB Leading Design for Commercial Real Estate archih>cture planning interiors graphics site development 6363 greenwich dr. ste. 175 san diego. california 92122 p 858.638.1'277' 1858.638.7506 R I D E LANDSCAPE ARCHITECTS ·As-au I Lr REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, I SH,EET II CITY OF CARLSBAD I r SHE1EBI81 g ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO . PLANNING DEPARTMENT It IMPLEMENTATION IN FIELD. ~ DATE L.A. EXP. REVIEWED BY: LANDSCAPE TITLE SHEET LA POSADA DE GUADALUPE MEN'S SHELTER ~ .. i!i ~ "' 1---t-t--------------1-------l\ """"" ~ 1---t-r-----------------+-~.~P~U--~~N¥N~IwN~G;~;;;;;;;~~~;;;~;;~;-~D~A~TE~====~ ~ DWN BY __ --"'LAo...____ PROJECT NO. II DRAWINill NO. ~ ENGINEERING PLANCHECKER DATE CHKD BY __ .:..:R.::_S___ '" L. ........................ JL .................................... I. .............................................. L. .................................... l. ................ ~::::::::::::~l.':N:sP:E:cT~o:R .................. ~D=A~TE~ .. .J ................ ~R~E~V~I~S~IC>~N!s~ ................ .ll;r;1r;Lo;;av~~~~d1;;;;~x~x~;;;;~;;;;;XX~;;;;~~ ~ 8841 Research Drive Suite 200 Irvine, CA 92618 Tel 949 387 1323 www ,rid~elacom Environmental Land Use Specialist Ill DESCRIPTION APP'D DATE BY "' I w w I (!) <( --' [L (') z: 0 <( "" <:) "' r-w w .L (!) / ~ N 8 I (!) z <( _J [L >-(!) f" <( _J / D > ~ c ~ E CL 0 ru > ru D ru -~ ~ m N c<') 0 VJ 0 0.. <( _J I ~ I z ' / 0 N (_') u _::::;.. w ~ u ·"" 0 ' 7 " " 0 ~ (_') ~ u ru 5 u _J -~ CL " 0 ' <:) '5 u " >" / u \ \ 1-. ·- . -'- I - " ·- 1 . ~· -"--- ... -·-·- -·-·-· ' " --. -· "· ·---· .. --- ·--· 0 ""I d' s . ~~. ·:~'"'" ... I ' 351.00FS I 350.65FS " " FF=355.00 I CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT PRELIMINARY GRADING CUP 10-08 \ \ I I I I I I· 'I 350.75 " / " / " / / -- ' --~-- DINING FF=352.75 --- ~--· ! I i I 352.28 ! I I / GRAPHIC SCALE 10 0 ~ 10 ~ -~------------------~~ f--1 -----11 ( IN FEET ) 1 inch = 10 ft. i I I; l' ;I I I i . I I I I \ I L 1 I 'I I I I I 365 } ~ .... I I I I -. \ \ 1--... I \ I I ''" . -I ·- 1 I I I I \ \ \ \ \ . \ \ I I I ~ \ \\, \ \ ' \ \ \ \\ \,\ \ I \----I ··-.•.•..•.. , \ \ \ I \ I \ I . I \\ I 'I I \ ~' \ I ~----\ f ............ ,. '""' \ ' ' \ \ \ \ \ \ \ I ' ' \ \ I " \ I '"-I , I "-. I I I I I I \ \ \ \ \ \ \ ,, -~ --- 359,.4or,t: I I I I I I . .... JOQiiN~L ---·-···---~ -·------. RETAINING WALL "A" PROFILE SCALE 1:6 I --· -- I / I / ' / I. RETAINING WALL DETAIL "A" SCALE 1:20 ' ' I . 4 I I ::.----·---- . ------ RETAINING WALL DETAIL "8" SCALE 1:20 ~"'- \ ' I ' ' \, ~1 0NSTRUCTION NOTES: 1 \V EXISTING FENCE CONSTRUCT RETAINING WALL PER SAN DIEGO REGIONAL STD. DWG. C-4. & PROFILE SHOWN ON THIS SHEET. I \ -'s.;--\-· '\ I I \ I \ I \ I I I I I I I I ll'Kffi~P I I I I \ \ \ I \\. ® CONSTRUCT GRADED EARTH CHANNEL PER SAN DIEGO REGIONAL STANDARD DRAWING D-74. ® CD ® ® CD ® ® @ (jJ) @ @ @ @ @ ® @ @ CONSTRUCT SIDEWALK UNDERDRAIN PER SAN DIEGO REGIONAL STD. DWG. D-27. CONSTRUCT RIP RAP ENERGY DISSIPATOR PER SAN DIEGO REGIONAL STD. DWG, D-40, CONSTRUCT BIOFILTRATION PLANTER (BMP) PER DETAIL ON SHEET 3. (NOTE: PROVIDE GRILL-TYPE COVER FOR SUNKEN PLANTER BOX, INSTALL ADA STALLS SAN DIEGO REGIONAL STD. DWG. M-27A NEW PARKING STALLS. SEE ARCHITECTURAL PLANS EXISTING TOP OF SLOI:'E CONSTRUCT NEW TRASH ENCLOSURE PER ARCHITECTURAL PLANS CONSTRUCT NEW ADA CURB RAMP, 1:12 MAX SLOPE WITH CAST-IN-PLACE TRUNCATED DOMES. CONSTRUCT DEPRESSED CURB RAMP PER CAL TRANS 2006 REV. STD. DWG, RSP A88A, CASE "A", NEW CONCRETE PAD FOR BIKE RACK (4" PCC/4" AB) CONSTRUCT 24FT. FIRE ACCESS ROAD (TURF-BLOCK MATERIAL WITH IMPERMEABLE LINER AT THE BOITOM OF SUB-BASE MATERIAL) COMPACTED TO 95%. THICKNESS OF BASE AND SUB-BASE MATERIAL TO BE SPECIFIED BY SOIL'S ENGINEER. EXISTING CURB TO BE REMOVED PROTECT EXISTING FIRE HYDRANT, PER DRAWING NO. 215-7 PROTECT EXISTING TRANSFORMER PROTECT EXISTING ELECTRICAL BOX PROTECT EXIST! NG OVERHEAD LINE ROOF DRAIN, TYPICAL, SEE ARCH ROOF PLAN vohitecture ''""""" r;r~phi~ ~lte development @ @ ® @ @) @ @ @ @ @ 6363 gtcCllw:ich dr ;b>, 175 l'L"I dJ,&O, <:iili'orrUa 92.122 p 85E 538?'}71 J B58 638.7306 SHEET 1 OF 5 PROJECT ENGINEER CONSTRUCT 3FT CURB OUTLET PER SAN DIEGO REGIONAL STD. DWG. D-25. CONSTRUCT CHECK DAMS PER DETAIL SHOWN ON SHT 3. PROVIDE 24" CURB OPENING. CONSTRUCT RIBBON GUITER PER SAN DIEGO REGIONAL STD. DWG. G-13. CONSTRUCT POROUS PAVERS PER DETAIL SHOWN ON SHEET C3.00. INSTALL 6000 GALS CISTERN PER DETAIL SHOWN ON SHEET 3 OR APPROVED EQUAL. INSTALL GUARDRAILS PER SAN DIEGO REGIONAL STD. DWG. M-24, POST TYPE. CONSTRUCT DRIVEWAY PER CITY OF CARLSBAD STD. DWG. GS-12. CONSTRUCT 6" CURB AND GUTTER PER SAN DIEGO REGIONAL STD. DWG. G-2. CONSTRUCT 6" CURB ONL Y-DEEPEND PER DETAIL SHOWN ON SHEET 3. CONSTRUCT 6" CURB ONLY PER DETAIL SHOWN ON SHEET 3. INSTALL RECTANGULAR CURB-0-LET TCD 414 AND NECESSARY ACCESSORIES. INSTALL CURB-0-LET STRAIGHT ADAPTER CP-SPA 14. INSTALL 8" SD-35 STORM DRAIN LINE. INSTALL 6" SD-35 STORM DRAIN LINE. INSTALL 4" WIDE WHITE CONCRETE PAVER TO DELINEATE EDGE OF STALL AND ACCESS ROAD. WARE MALCOMB Leading Design for Commercial Real Estate DAlE " w 0 "' f-w w I l/1 "" ~ []_ "' z 0 "" 0' "' N f-w w I l/1 / "' " 0 I l/1 j []_ f-Ul w f-5 / 0 :3---~ "' E 0. 0 ~ "' 0 "' -~ m N n 0 ll1 0 []_ « ~ I 5 N I I I I I I I I I \ ' ' \ A \ \ \ ' ' 26.00' I '_ '""' ~ -- '-. ...... ,_ ... "'"'"'• -... ·~--- ., ~. --·- ·~ -, --., --. --. \ \ \ ' \ \ \ \ \ \ " \ \ \ -' I -- 1 ... ! / / '•, / / / / I I @ / I r· I I CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT PRELIMINARY GRADING CUP 10-08 --. • ' \ --. \ \ I I I I I I I I 1-. EXISTING /I, ., -., RIGHT OF WAY l,JI~E I "-...._ TO BE VACAT~ PER \"TV10-01 '• .,, / ', -.., I _:__· "::.----:::-- '-, ' I \ \ I \ I \ I \ I \ I \ I \ I \ I \ I \ \1 - I i \ \ I \ 0 \ \ --.- 1 I I \ I I -.._.. ··-- .... -· I \ ' \ I \ \ \ 1 \ \ \ \ \ \ \ \ ' ' \ \ \ \ \ \ \ \ \ I I \ -··· / . 'f15% 0 / / / / / / / / / / / / I B / / / .. - ./ ;/ ~~~/ ··-····-- i ; / / / -- / / /' _. ~-.... . ..... _.,. -...... ..... / '-.. --" ~ ,, ... .DORM 1 .-· F=355.00/ / _,.~· / / / / / / ....... --·-... / / / / / 1 I / / /t ,. I 4.0u% ~-, / / / ;:. ,j li :: i! 'i SHEET 2 OF 5 I I I , ' inte:riam 1 \ \ \ I \ l I I I i \ ' \ \ , I i \ \ \ I 1 .A\\. . ' \ ' I I \ . \ \ \ I \ / I \ \ \ \ \ \ \ \ \ . \ I . \ \ I \ \ \ \ ' \ \ \ \ I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / / \ / -----..::,----- 1 I I I I I I I I l:i/1 '-' ... _ . ~Jr,s" I .. I I I I I I I I \ I GRAPHIC SCALE ( JN FEET ) 1 inch ~ 10 !L WARE MALCOMB !l'~J'I ,;._, ~ile development 6363 &='J)Wich dr, ~te. 175 51ln diego. callicm.ia 9212.2 l-' 858.638 717'1 fB5B.631l.750S PROJECT ENGINEER Leading Design for Commercial Real Estate DAlE "' " " z :J "- j>:: ::J F :::> I "' 1-w w J: (/) z <( -' Q_ >-1- -' f- :::> I "' f-t:J I (/) / 0 N "' u 1- ,/ "' -u ,S2_ 0 ~ ? ~ ~ 0 ~ "' '> u "' r ~ '::l ---" ~ ~ 0 ~ '-" '> u "' L 1-/ u .......... - ---......... " L ...... ...____ ______ ,.._ ------------ --- j .•• ! ; I' 'I I ,. ' ' ' -- ; -- ____ ; ! -- BMP 2 \ \ 0 / I ------- --- CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT PRELIMINARY GRADING CUP 10-08 ,,_ I I I / ; I / I I / / / 1// /' 1 I i I I I I \ \ \ 1 ~' ------{:__-_ _ _ ) .JI ) 1N'v _ I ' <;;" --1 t>bl11: 481 ' '._ ' / ' ' > ·jjAf .-..,._ "., / / 'I ' \ / / /f;/ " / _..,,. / I. '\ ? / / j / I I '\ ~-/ /// /'/! ' \ \ " / / /""" / ~./ / A / / / ' ,/ / _.~ / / / L --- ~/ / / ,/' _r• --·- 350.b2 342.50 - I ' I I I I I I I , I 1 I ' ·' ' ' I ! I i / I i I I i I ! ! I - ! I I I ----- / ! I I I I ! ' I I i / I I I I i \ \ \ \ ! - \ \ \ \ \ \ \ \ I I j / I \ I I I ! I ! I \ I \J 10.00' SEl"BAI:K'\ FROM FENCE \ \ \ / / I I / / f / / / / / ------ / / / / / ' - - i I \ \ \ \ \ \ \ \ -- ' ' \ \ ------ \ \ \ \ \ \ \ \ \ \ \ \ \ ' ' LID FACILITY SUMMARY CALCULATED/REQUIRED PROPOSED/PROVIDED BMPID TYPE DESCRIPTION Orifice PLAN Volume Volume Orifice PLAN Volume Volume Orifice Flow (cfs AREA 1 2 Size (in) AREA 1 2 Size (in) BMP1 COVERS: DMAs 0.004 648.1 540.0 388.9 0.30 723.9 600.84 434.34 0.30 BIOFIL TRA TION A1,A2ANDA3 CFS S.F. CU. FT. CU.FT. IN, S.F. CU. FT. CU. FT. IN. (DMA = 0.26 Ac) BMP2 COVERS: DMAs 0.005 1,375,8 1,146.2 825.5 0.30 1376.0 1,147.0 826.0 0,30 8/0F/L TRA TION B1, B2ANDB3 CFS S.F. CU.FT. CU. FT. IN. S.F. CU. FT. CU. FT. IN. (DMA = 0.29 Ac) BMP3 COVERS: DMAs 0.004 34.8 29.0 20.9 0.30 35.0 29.05 21.0 0.30 810FIL TRA TION C1aAND C1b CFS S.F. CU.FT. CU.FT. IN. S.F. CU. FT. CU. FT. IN, (DMA o 0.11 Ac) COVERS: DMAs 0.003 26.1 261.3 ... 0.20 27.0 267.38 --0.20 BMP4 CISTERN CFS S.F. CU. FT. IN. S.F. CU.FT. IN. (DMA = 0. 091 Ac) D1aAND D1b (2,000 GALS FLOW-THROUGH COVERS: DMAs 0.001 634.20 528.40 380.50 0.20 672.45 558.13 403.47 0.20 BMP5 PLANTER E1 CFS S,F. CU,FT. CU.FT. IN. S.F, CU. FT. CU. FT. IN, (DMA o 0.091 Ac) -- BMP6 COVERS: DA1As 0.004 161.7 134.7 97.0 0.30 269.91 224.03 161.95 0.30 BIOFIL TRA TJON CFS S.F. CU.FT. CU. FT. IN. S.F. CU. FT. CU. FT. IN. (DMA o 0.230 Ac) F1 AND F2 BMP7 COVERS: DMAs 0.902 6.9 5.8 4,1 0,20 65,2 54,12 39,12 0.20 BIOFIL TRA TION F3, G1a AND G1b CFS S.F. CU.FT. CU. FT. IN. S.F. CU. FT. CU.FT. IN. (DMA = 0.040 Ac) BMPB COVERS: DMAs 0.001 32.0 26.6 19.2 0.20 40.87 32.92 24.52 0.20 8/0FIL TRA T/ON H1aAND H1b CFS S.F. CU.FT. CU.FT. IN. S.F. CU.FT. CU.FT. IN. (DMA o 0.073 Ac) BMP9 COVERS: DMAs 0.001 69.6 58 41.8 0.20 69.9 58.0 41.94 0.20 BIOFIL TRA TION C2aAND C2b CFS S.F. CU.FT, CU. FT. IN. S,F. CU.FT. CU.FT. IN. (DMA = 0.040Ac) NOTE: 1, FOR BIOFILTRA TJON/FL,OW-THROUGH PLANTER BOXES; V1 REFERS TO THE MINIMUM REQUIRED SURFACE POND lNG VOLUME AND V2 REFERS TO THE MINIMUM REQUIRED SUBSURFACE VOID VOLUME IN THE GRAVEL LAYER. 2. FOR CiSTERN PLUS BIORETENTJON OPTiON; V1 REFERS TO THE MINIMUM REQUIRED VOLUME OF THE CISTERN. PLAN SPECIFIC NOTES: CD ® ® 0 ® ® (f) ® ® @ ® @ @ @ ® @ EXISTING FENCE BASE OF DRAINAGE SWflJ..E [BMP) 3"0 THRU CURB DRAIN COBBLE RIP RAP BIOFILTRATION PLANTER (BMP) ADA STALLS, SEE ARCHITECTURAL PLANS NEW PARKING STALLS, SEE ARCHITECTURAL PLANS EXISTING TOP OF SLOPE NEW TRASH ENCLOSURE, SEE ARCHITECTURAL PLANS NEW ADA CURB RAMP, 1:12 MAX SLOPE WITH CAST-IN-PLACE TRUNCATED DOMES NEW 1500 GAL. GREASE INTERCEPTOR, INV IN 348.90, INV OUT 348.50 EXISTING WATER METERS & BACKFLOW PREVENTORS, PER DRAWING NO. 215-7 EXISTING SEWER CONNECTION, CONTRACTOR TO VERIFY IN FIELD DEPTH & SIZE EXISTING FIRE HYDRANT, PER DRAWING NO. 215-7 EXISTING TRANSFORMER & PAD M:JA RAMP/PATH, MAX SL 1:12 (8,33%) CAL TRANS CASE "A" DEPRESSED CURB RAMP CONCRETE PAD FOR BIKE RACK (4" PCC/4" AB) NEW FIRE SERVICE CONNECTION INSTALL RECTANGULAR CURB-0-LET TCD 414 AND NECESSARY ACCESSORIES. INSTALL CURB-0-LET STRAIGHT ADAPTER CP-SPA 14, INSTALL 8" SD-35 STORM DRAIN LINE, INSTALL 6" SD-35 STORM DRAIN LINE, INSTALL KRISTAR FLO GARD LO PRO SHALLOW CATCH BASIN WITH NON-TRAFFIC GRATED INLET AND FILTER INSERT (FG-M1818). GRAPHIC SCALE 20 0 10 20 o4-D @ @ CITY STANDARD DOUBLE DETECTOR CHECK VALVE ASSEMBLY WITH PIV & FDC, SEE STD. DTL W-22 ~~--•lllli_fJ .. I!IIiill~l~llllllll--1 ( JN FEET ) 1 inch ~ 20 ft. SHEET 4 OF 5 IU-chileclwoe plannlng inU!riOI'II g>""JlhiCII ~itc <lcvclapmcnt 6353 8"''"'wid' tlr. sle. 175 san dlegn. ~illfoml~ 92121 p 85B.Ii36.727'1 I 808.631!S~06 PROJECT ENGINEER UTILITY PLAN WARE MALCOMB Leading Design for Comoo~lfltoap~ DAlE > u D 'D c 0 'D 0 "' 0 ~ 'R I > " D ~ m a "- \ \ ' ' i - i \ \ \ \ \ I \ \ B I \ \ \ \ \ \ \ \ \ \ \ \ ' \ \ ! \ \ \ \ I ' \ \ \ \ \ \ ' \ \ \ \ \ i ' \ ' \ \ \ \ \ \ \ \ \ \ \ -----~ -"------" ----- \ \ \ \ ' 8' SD LINE----._ LANDSCAPE AREA ; pre-perv=O.D53Ac / PRELIMINARY GRADING • • ( SD LINE~~ lr-4"x14" '- CURB-0-LET 11 .... 11 •• .......... •• ...... .. , ~~, \ \ ............ AREA . / \\ '· ' ' ', . .L--OVERFLQW PARKING •-'#---~ TURF-BLOCK MATERIAL _;.---BMP 4 ', '• ,-:,::------_.--~4ft FIRE ACCESS ROAD I,Ut<,-I>LLJ<..;" MATER)AL, \ \ \ ', POC -------' AREA BMP LANDSC:APE-' AREA -----------------------------BMP Dfi;r_, I v£ ' BMP 7____, PROJECT Sf:JMMARY PROJECT NAME LA POSADA MEN'S SHELTER PROJECT APPLICANT ANDREW DZUZLINSKY JURISDICTION CITY OF CARLSBAD GRAPHIC SCALE PARCEL (APN) 20904128 zo a 10 20 +O ~-s;r!!_-r;J_. -~l~t-· liilllllliilll HYDROLOGIC UNIT CARLSBAD COMPLIANCE BASIN SUMMARY ( IN FEET ) 1 inch = 20 ft. BASIN NAME BASIN 1 -OVERALL SCCWRP LATERAL CHANNEL SUSCEPTIBILITY (H,M,L): - RECEIVING WATER SW PORTION OF PROPERTY ALONG IMPALA AVE. SCCWRP VERTICAL CHANNEL SUSCEPTIBILITY (H, M, L): - RAINFALL BASIN OCEANSIDE MEAN ANNUAL PRECIPITATION (INCHES) 13.3 OVERALL CHANNEL SUSCEPTIBILITY (H, M, L) HIGH PROJECT BASIN AREA (ACRES) 1.23 LOWER FLOW THRESHOLD(% OF 2-YEAR FLOw,! 0.10Q, CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT DRAINAGE MANAGEMENT AREA SUMMARY BMP Area Pre-Project Post Drainage ID TYPE DESCRIPTION Surface Slope ID (A c) Cover Type Soil BMP A1: ROOF TO 0.074 PERVIOUS ROOF TYPED FLAT(LESS 7602 DRAINS TO LID 1 BIOFILTRA TION THAN 5%) 7729 DRAINS TO LID BMP A2: LANDSCAPE TO 0.166 PERVIOUS LAND-TYPED STEEP BIOFILTRA TION SCAPE (GREATER 1 THAN 10%) DRAINS TO LID BMP AJ; TURFBLOCK 0.017 PERVIOUS TURF-TYPED FLAT(LESS 7730 (FIREACCESS RD) TO 1 BIOFILTRA TION BLOCK THANS%) 7731 DRAINS TO LID BMP 81: ROOF TO 0.170 PERVIOUS ROOF TYPED FLAT(LESS 2 BIOFILTRA T/ON THAN5%) 7732 DRAINS TO LID BMP 82: PAVERS TO 0.016 PERVIOUS PAVERS TYPED FLAT(LESS 2 BIOFILTRA T/ON THAN 5%) 7733 DRAINS TO LID BMP B3: LANDSCAPE TO 0.114 PERVIOUS TURF TYPED FLAT(LESS 2 BIOFILTRA TION THAN 5%) 7734 DRAINS TO LID BMP C1a: PAVERS!TURF TO 0.058 IMPERVIOUS PAVERS TYPED FLAT(LESS 3 BIOFILTRA TION THAN 5%) 7754 DRAINS TO LID BMP C1b: PAVERS TO 0.056 PERVIOUS PAVERS TYPED FLAT(LESS 3 BIOFIL TRA TION THAN5%) 7735 DRAINS TO LID BMP C2a: PAVERS TO 0.030 IMPERVIOUS PAVERS TYPED FLAT(LESS 9 BIOFIL TRA TJON THAN5%) 7753 DRAINS TO LID BMP C2b: PAVERS TO 0.010 PERVIOUS PAVERS TYPED FLAT(LESS 9 BIOFIL TRA TJON THAN5%) 7736 DRAINS TO LID BMP D1a: ROOF TO 0.060 IMPERVIOUS ROOF TYPED FLAT(LESS 4 CISTERN THANS%) 7755 DRAINS TO LID BMP D1b: ROOF TO 0.031 PERVIOUS ROOF TYPED FLAT(LESS 4 CISTERN THAN5%) BMP E1: ROOF TO 0.091 FLAT(LESS 7737 DRAINS TO LID FLOW-THROUGH PERVIOUS ROOF TYPED 5 PLANTER THAN5%) 7739 DRAINS TO LID BMP F 1: LANDSCAPE TO 0.172 PERVIOUS LAND-TYPED FLAT (LESS 6 BIOFIL TRA TJON SCAPE THAN5%) 7740 DRAINS fO LID BMP F2: TURF BLOCK TO 0.057 PERVIOUS TURF-TYPED FLAT(LESS 6 BIOFIL TRA TION BLOCK THAN 5%) 7741 DRAINS lfO LID BMP F3: WALKWAY TO CONCRETE TYPED MODERATE 7 BIOFIL TRA TION 0.012 IMPERVIOUS (LESS THAN 10%) BMP G1a: POROUS PARKING POROUS MODERATE 7742 DRAINS TO LID 7 AND LANDSCAPE TO 0.020 IMPERVIOUS PARKING! TYPED (LESS THAN 10%) BIOFIL TRA TION LANDSCAPE BMP G1 b: POROUS PARKING POROUS MODERATE 7756 DRAINS TO LID 7 AND LANDSCAPE TO 0.010 PERVIOUS PARKING/ TYPED (LESS THAN 10%) BIOFILTRATION LANDSCAPE BMP H1a: POROUS DRIVEWAY POROUS TYPED STEEP 7756 DRAINS TO LID 8 AND LANDSCAPE TO 0.020 IMPERVIOUS PAVEMENT/ (GREATER BIOFILTRA TION UWDSCAPE THAN 10%} BMP H1b: POROUS DRIVEWAY POROUS TYPED STEEP 7757 DRAINS TO LID 8 AND LANDSCAPE TO 0.053 PERVIOUS PAVEMENT/ (GREATER BIOF/l TRA TION LANDSCAPE THAN 10%) LID FACILITY SUMMARY CALCULATED/REQUIRED PROPOSED/PROVIDED BMP 1 BJOFILTRATION (DMA = 0.26 A c) BMP 2 B!OFILTRATION (DMA = 0.29Ac) BMP 3 BIOFILTRATION (DMA = 0.11 Ac) BMP4 BMP5 BMP6 BMP7 BMPB CISTERN (DMA = 0.091 Ac) PLANTER (DMA = 0.091' Ac) BIOFIL TRA TION (DMA = 0.230 Ac) BIOFIL TRA TJ•ON (DMA = 0. 040 Ac) BIOFIL TRA TION (DMA = 0. 073 Ac) BMP 9 BIOFILTRATI•ON (DMA = 0.040 Ac) NOTE: DESCRIPTION COVERS: DMAs AI, A2ANDA3 COVERS: DMAs B1, B2AND B3 COVERS: DMAs Cia AND C1b COVERS: DMAs D1aANDD1b COVERS: DMAs E1 COVERS: DMAs F1 ANDF2 COVERS: DMAs F3, G1a AND G1b COVERS: DMAs H1aANDH1b COVERS: DMAs C2aANDC2b Orifice Flow 0.004 CFS 0.005 CFS 0.004 CFS 0.003 CFS o.qo1 CFS 0.004 CFS 0.002 CFS 0.001 CFS 0.001 CFS 1. FOR BIOFILTRA TIONIFLOW-THROUGH PLANTER BOXES: V1 REFERS TO THE MINIMUM REQUIRED SURFACE PONDING VOLUME AND V2 REFERS TO THE MINIMUM REQUIRED SUBSURFACE VOID VOLUME IN THE GRAVEL LAYER. 2. FOR CISTERN PLUS IBIORETENT/ON OPTION; V1 REFERS TO THE MINIMUM REQUI:RED VOLUME OF THE CISTERN. PLAN AREA 648.1 S.F. 1,375.8 S.F. 34.8 S.F. 26.1 S.F. 634.20 S.F. 161.7 S.F. 6.9 S.F. 32.0 S.F. 69.6 S.F. SHEET 5 OF 5 Volume 1 540.0 CU. FT. 1,146.2 CU. FT. 29.0 CU. FT. 261.3 CU.FT. 528.40 CU.FT. 134.7 CU.FT. 5.8 CU.FT. 26.6 CU.FT. 58 CU.FT. arrhltectu"' planning lnteriOI'I' gr~pb~ 2 388.9 CU. FT. 825.5 CU.FT. 20.9 CU. FT. 380.50 CU.FT. 97.0 CU. FT. 4.1 CU.FT. 19.2 CU.FT. 41.8 CU.FT. si~ development f>3~greenw!ch dr. ste. 1~ f"m di<>go. california 92122 F 858.638.7277 I 858.638.7505 PROJECT ENGINEER Orifice Size 0.30 IN. 0.30 IN. 0.30 IN. 0.20 IN. 0.20 IN. 0.30 IN. 0.20 IN. 0.20 IN. 0.20 IN. PLAN AREA 723.9 S.F. 1376 S.F. 35.0 S.F. 27.0 S.F. 672.45 S.F. 269.91 S.F. 65.2 S.F. 40.87 S.F. 69.9 S.F. Volume 1 600.84 CU. FT. 1,147.0 CU. FT. 29.05 CU.FT. 267.38 CU. FT. 558.13 CU.FT. 224.03 CU.FT. 54.12 CU.FT. 32.92 CU. FT. 58.0 CU.FT. Volume 2 434.34 CU. FT. 826.0 CU. FT. 21.0 CU.FT. 403.47 CU. FT. 161.95 CU. FT. 39.12 CU. FT. 24.52 CU. FT. 41.94 CU.FT. WARE MALCOMB Leading Design for Commercial Real Estate DATE Orifice 0.30 IN. 0.30 IN. 0.30 IN. 0.20 IN. 0.20 IN. 0.30 IN. 0.20 IN. 0.20 IN. 0.20 IN. CONSTRUCTION NOTES A. VISIT THE SITE PRIOR TO SUBMITTING BIDS. B. SUBMIT A UNIT COST FOR IMPORT SOIL IN-PLACE AND BE COMPLETELY AWARE OF THE AMOUNT OF SOIL NECESSARY TO REACH THE SATISFACTORY GROUND LEVEL. C. VERIFY ALL PROPERTY LINES OR OTHER LIMIT OF WORK LINES PRIOR TO COMMeNCING WORK. D. REPAIR OR REPLACE ANY DAMAGE TO ADJACENT PROPERTIES, CURBS, WALKS, PLANTING, WALLS, ETC. AT NO ADDITIONAL COST TO THE OWNER E. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THOSE SHOWN ON PLAN. F. REPORT DISCREPANCIES IN THE DRAWINGS OR BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS TO THE LANDSCAPE ARCHITECT. CORRECTED DRAWINGS OR INSTRUCTIONS SHALL BE ISSUED PRIOR TO THE CONTINUATION OF THIS WORK. ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWN DISCREPANCIES. G. LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND PROTECT THEM FROM DAMAGE NOTIFY THE OWNER IMMEDIATELY IF DAMAGE OCCURS AND ASSUME FULL RESPONSIBILITY FOR EXPENSE OF REPAIR OR REPLACEMENT. H. COMPLY WITH ALL PROVISIONS OF THE LATEST BUILDING CODE, AMERICANS WITH DISABILITIES ACT OF 1991, AND WITH OTHER CURRENT RULES, REGULATIONS AND ORDINANCES GOVERNING THE PLACE OF THE WORK. BUILDING CODE REQUIREMENTS TAKE PRECEDENCE OVER THE DRAWINGS AND IT SHALL BE THE RESPONSIBILITY OF ANYONE SUPPLYING LABOR OR MATERIALS OR BOTH TO BRING TO THE ATTENTION OF THE ARCHITECT ANY DISCREPANCIES OR CONFLICTS BETWEEN THE REQUIREMENTS OF THE CODE AND THE DRAWINGS. I. LOCATIONS OF N.I.C. CONSTRUCTION ELEMENTS SUCH AS LIGHTS, SIGNS, VENTS, HYDRANTS, TRANSFORMERS, ETC.,ARE APPROXIMATE. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD THE LOCATION OF THESE ITEMS INTERFERE WITH THE PROPeR EXECUTION OF WORK. J. VERIFY ALL PAVING AND HARDSCAPE CONSTRUCTION DRAWINGS WITH SOIL ENGINEER'S REPORT WITH REGARD TO BASE PREPARATION AND FOOTING REQUIREMENTS. NOTIFY THE OWNER IMMEDIATELY IF SOILS REPORT RECOMMENDATIONS DIFFER FROM DRAWINGS. THE SOILS REPORT RECOMMENDATIONS, IF MORE STRINGENT THAN THE DRAWINGS, SHALL TAKE PRECEDENCE. K. BE RESPONSIBLE FOR COORDINATION BETWEEN SUBCONTRACTORS FOR PROPER AND TIMELY PLACEMENT OF SLEEVING, PIPING AND I OR CONDUIT INSTALLATION UNDER OR THROUGH LANDSCAPE ELEMENTS. L. LANDSCAPE LIGHT FIXTURE LOCATIONS AS INDICATED ON THESE PLANS ARE APPROXIMATE. FINAL LOCATION TO BE VERIFIED BY LANDSCAPE ARCHITECT ON SITE. M. DO NOT SCALE DRAWINGS. N. PROVIDE A REPRESENTATIVE SAMPLE OF EACH PAINTED OR STAINED ELEMENT TO THE OWNER FOR REVIEW AND APPROVAL PRIOR TO APPLYING FINISH. REFER TO DETAILS AND SPECIFICATIONS FOR SPECIFIC SUBMITTAL REQUIREMENTS. 0. PROVIDE A 4'X4' SAMPLE OF EACH PAVING TYPE IN LOCATION SPECIFIED BY THE OWNER'S AUTHORIZED REPRESENTATIVE FOR REVIEW AND APPROVAL BY THE OWNER AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. REFER TO SPECIFICATIONS. P. WHERE PAVING AND FINISH GRADE MEET, DEPRESS FINISH GRADE 1" IN TURF AREAS AND 1-1/2" IN GROUND COVER/ SHRUB AREAS, UNLESS OTHERWISE INDICATED. Q. PROJECT WALKS SHALL NOT EXCEED A SLOPE OF 20 1 (5% GRADIENT) UNLESS OTHERWISE INDICATED. R. HANDICAP RAMPS SHALL NOT EXCEED 12:1 OR 8.33%. S. PLANTER AREAS SHALL NOT EXCEED 2:1 SLOPE UNLESS OTHERWISE INDICATED. T. HOLD FINISH GRADE A MINIMUM OF 6" BELOW FINISH FLOOR, UNLESS OTHERWISE INDICATED. U. CONSTRUCT ALL CURVE TO CURVE AND CURVE TO TANGENT LINES TO BE NEAT, TRIM, SMOOTH AND UNIFORM. V. CONSTRUCT ALL CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI@ 26 DAYS, UNLESS OTHERWISE INDICATED. W. PROVIDE THE OWNER WITH ALL WARRANTIES, GUARANTEES, AND INSTRUCTION MANUALS FOR EQUIPMENT, APPLIANCES, FIXTURES, ETC. AS DESCRIBED IN THE SPECIFICATIONS. ---...... ........._ __ I I I I I -! I 1---L I I I I 0 - , I I I fPAJ L..J I I I ~-~ I I I I I - DINING I I I I ----·------- op,A_ I I I WARE MALCOMB Leading Design for Commercial Real Estate 6363 greenwich dr. s!e. 175 san wego. california 92122 p 858.6.38.7277 P.A. -------... I I I ' \ \ \ \ \ 8841 Research Drive Suite ZOO 1 O 20 40 60 Irvine, CA 92618 Tel 949 387 1323 arcltimcture planning interiors graphi<B site development f 858.638.7506 CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT FIRE SUPPRESSION NOTE: ALL EXISTING VEGETATION SHALL BE REMOVED WITHIN FIRE SUPPRESSION ZONES AND SHALL BE REPIJICED,AS SHOWN, IN ORDER TO MEET THE CITY OF CARLSBAD FIRE PROTECTION PROGRAM POLICIES AND REQUIREMENTS. THIS 60' SUPPRESSION ZONE SHALL RECEIVE A PERMANENT IRRIGATION SYSTEM AND A NATIVE SEED MIX TO PROVIDE SLOPE REVEGETATION AND EROSION CONTROL PER CITY STANDARDS. REFER TO FIRE SUPPRESSION PLAN, SHEET L-5, FOR ADDITIONAL INFORMATION. \ '\ I I \ \ \} I \ I ) I V) £Xtsr;i5 Urturr-&4 so· 'l:Mt:Nr \ \ -- \ \ CONSTRUCTION LEGEND SYMBOL DESCRIPTION DETAIL REF. ( 1 ) CONSTRUCT CONCRETE PAVING B/SHEET3 2) CONSTRUCT CONCRETE EXPANSION JOINT A/SHEET3 3) CONSTRUCT CONCRETE CONTROL JOINT A/SHEET a 4) CONSTRUCT SAWCUT JOINT A/SHEET a 5) OMIT ( 6) CONSTRUCT CONCRETE BAND C/SHEET3 ( 7) CONSTRUCT PERMEABLE CONCRETE PAVERS Cl SHEET3 8) FURNISH AND INSTALL TRUNCATED DOME TILES Fl SHEET3 CONSTRUCT CONCRETE STEPS WITH HANDRAIL G I SHEET3 10} CONSTRUCT HANDICAP RAMP WITH HANDRAIL E/SHEET3 11) CONSTRUCT eMU CHEEK WALL D/SHEET3 12 CONSTRUCT 6' CHAIN LINK FENCE AND GATE J/SHEET4 13) FURNISH AND INSTALL BIKE RACK I/SHEET4 14) TABLE AND CHAIRS BY OWNER -Q ~ BENCH BY OWNER 16 TRASH RECEPTACLE BY OWNER THE FOLLOWING ITEMS ARE FOR REFERENCE ONLY: @ CONCRETE CURB PER CIVIL ENGINEER'S SHEETS ® A.C. PAVING PER CIVIL ENGINEER'S SHEETS © PARKING LOT STRIPING PER CIVIL ENGINEER'S SHEETS @ FIRE ACCESS ROAD PER CIVIL ENGINEER'S SHEETS ® RETAINING WALL PER CIVIL ENGINEER'S SHEETS ® CISTERN PER CIVIL ENGINEER'S SHEETS ® DETECTOR CHECK VALVE PER CIVIL ENGINEER'S SHEETS ® FIRE HYDRANT PER CIVIL ENGINEER'S SHEETS <D BIOFILTRATION AREA PER CIVIL ENGINEER'S SHEETS Q} GRADED EARTH CHANNEL PER CIVIL ENGINEER'S SHEETS ® TRANSFORMER LOCATION PER ELECTRICAL ENGINEER'S SHEETS © TRASH ENCLOSURE PER ARCHITECT'S SHEETS ® A.C. UNITS PERARCHITECrS SHEETS ® EXISTING CONCRETE CURB TO BE PROTECTED IN PLACE @ EXISTING LIGHT FIXTURE TO BE PROTECTED IN PLACE ® EXISTING CHAIN LINK FENCE TO BE PROTECTED IN PLACE COLOR AND FINISH SCHEDULE •AS-BUlL T" DATE L.A. EXP. REVIEWED BY: SYMBOL DESCRIPTION MANUFACTURER COLOR FINISH COMMENTS PAVING m . . . . . . . WALLS CONCRETE PAVING CONCRETE BAND PERMEABLE CONCRETE PAVERS ~ CMU CHEEK WALLS ACKER STONE (951) 674-0047 ORCOBLOCK (800) 772-4700 NATURAL GRAY NATURAL GRAY OAK CREEK BLEND TAN MED.BROOM FINISH LIGHT BROOM FINISH STANDARD SPUT-FACE WI PRECISION BLOCK CAP BRUSH PERPENDICULAR TO WM.KWAY BRUSH PERPENDICULAR TO EDGE OF BAND 'UNI ECO-STONE' APPROVED FOR PLANTING AND i IRRIGATION ONLY, INCLUDING PRECISE ~ LOCATION OF PLANTING AREAS. ~ REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. 18H:ET II CllY OF CARLSBAD PLANNING DEPARTMENT 118HE1~1S I DATE BY DESCRIPTION APP'D LANDSCAPE CONSTRUCTION PLAN LA POSADA DE GUADALUPE MEN'S SHELTER I APPROVED PLANNING DATE OWN BY LA PROJECT NO. DRAWINI3 NO. RS www.ridgclacom L---------------------------------------------------------------------JL----~S~C;A~L:E~A~N~D~N~O~R~T~H~-----1--------------------------------.J~--------------~:::::::::::.J..IN.SP.EC•T•OR------------------D-AT_E ____ J_ ______________ ~R::E~V~IS::IO~N:S~--------------j;~~~~~~~~~~~~~~~~~~~~~ II CHKD BY FIELD BY XX XX SECTION LEGEND: 1. 2-314" THICK ADA-3 TRUNCATED DOME TERRA PAVER AS MANUFACTURED BY WASAU TILE, (BOO) 388-8728. 2. 1-1/4" MORTAR BED WITH REINFORCING 3. BUTTED JOINT BETWEEN TILES 4. EXPANSION JOINT WITH SEALANT PER DETAIL A, THIS SHEET 5. ADJACENT CONCRETE BAND I PAVING PER PLAN 6. 4" THICK CONCRETE SUBBASE 7. #4 REBAR SLIP DOWEL, 12" LONG@ 30" 0 C; PAPER WRAP ONE END 8. 90% COMPACTED SUBGRADE-VERIFY WITH SOIL ENGINEER'S REPORT AND COMPLY 9. ADJACENT A/C PAVING PER CIVIL ENGINEER'S PLANS 10. FLUSH CONCRETE CURB PER CIVIL ENGINEER'S PLANS NOTES: A. TO ACHIEVE 100% BOND BETWEEN TERRA PAVER AND SETTING BED USE 'BACK BUTTER' METHOD AND A 318" X 112" NOTCHED TROWEL TRUNCATED DOME TILES NOT TO SCALE • C) -'I "' • ... • "' 6" 10" STAIR SECTION TOOLED NOSING ON TREAD 1------{7 • r-t+--..~11 I I u CHEEK WALL SECTION 12" PARALLEL 12. TO L4NDING L---{5 10" MIN. DIA. LEGEND: • "' _I ") • 1. CONCRETE STEPS, FINISH PER PLAN 2. 112" TOOLED RADIUS 3. CONTINUOUS EXPANSION JOINT PER DETAIL A, THIS SHEET 4. #3 REBAR @ 24" D.C. EACH WAY 5. 90% COMPACTED SUBGRADE-VERIFY WITH SOIL ENGINEER'S REPORT &COMPLY 6. 1/2" DIAMETER X 12" LONG STEEL DOWEL@ 24" O.C.; PAPER WRAP ONE END 7. 2" DIAMETER TUBULAR STEEL HANDRAIL; EMBED MINIMUM 12" IN CONCRETE FOOTING. INSTALL POSTS AT MINIMUM6'-0"0,C. 8. POURED-IN-PLACE CONCRETE CHEEK WALL WITH 1" CHAMFER ON ALL EDGES 9. #3 REBAR, VERTICAL@ 24" D.C. 10. # 3 REBAR, CONTINUOUS, TOP AND BOTTOM 11. FINISH GRADE 12. #3 NOSING BAR. CONTINUOUS NOTES: A. HANDRAIL TO BE METALLIZED (HOT·DIPPED ZINC COATED). SliOP PRIME HANDRAIL AND PAl NT WITH TWO COATS EXTERIOR ENAMEL /1LL WELDS SHALL BE METALLIZED PRIOR TO PRIMING AND PAINTING. REFER TO COLOR AND FINISH SCHEDULE,SHEETL1.1 FOR COLOR. B. REINFORCING, DIMENSIONS AND BASE INFORMATION ARE SHOWN FOR BID PURPOSES ONLY. VERIFY REQUIREMENTS OF THE SOILS REPORT AND COMPLY. C. PROVIDE FINISH SAMPLE PER SPECIFICATIONS. LEGEND: 5'-a· MIN. 6'-0" PLAN VIEW 1/10"-1'-0" 1. CONCRETE PAVING PER PLAN AND PER DETAIL A, THIS SHEET 2. EXPANSIOIN JOINT PER DETAIL A, THIS SHEET 3. 6" CURB 4. FINISH GRJ'\DE 5. A.C. PAVING PER PLAN 6, TOOLED WARNING GROOVES· REFER TO ENLARGEMENT ABOVE RIGHT 7. 90% COMPACTED SUB GRADE 8. TACTILE W/ARNING SURFACE WITH TRUNCATED DOMES, INSTALLED PER MANUFACTURER'S SPECIFICATIONS. TACTILE SURFACE TO BE CAST-IN-PLACE TILE OR SURFACE-APPLIED MAT, COLOR: SAFETY YELLOW (FEDERAL COLOR33538)AS MANUFACTURED BY ARMOR-TILE, OR APPROVED EQUAL. 9. HANDICAP SIGN AT EACH ACCESSIBLE STALL PER DETAIL HH, SHEET L2.5. SIGN TO BE CENTERED ON STALL AND LOCATED AS CLOSE TO CURB AS POSSIBLE WITHOUT IMPEDING ON CAR OVERHANG AREA QR 4' CLEAR PATH OF TRAVEL. 10. WALL BEYOND (WHERE OCCURS)-REFER TO PLAN 11. METAL HANDRAIL, 1-1/2" DIA. TUBULAR STEEL W/ POSTS AT 6' O.C MAX. SPACING r>' CLR. MIN. @BOTTOM • "' I "' L4NDING 30' MAX. RAMP LfNGTH ~· 12" MIN. ~-II 111:1 2 MAX. cv--1 LONGITUDINAL SECTION 3116" 0 1'-0" PLAN VIEW 1110"·1'·0" •.. .. --· . ~-· .. ·. •• WARNING GROOVES-SECTION 1/2"=1" TYPICAL CURB RAMP CONDITIONS 12" MIN. 5' CLR. MIN. @ INTERMEDIATE LANDING/ 6• CLR. MIN. <i TOP LANDING : ___, .. • i'i ~ -Jlu ;:)~ . "'~ "'e5 .,I :s: (,) "' • 1' - ~~~~~~~~~~Tiffinm~nm~mmfunwmmrrif--&- • ... ... . . q; LEGEND: 1. CONCRETE BAND PER PLAN 2. (2) #3 REBAR, CONTINUOUS 3. FINISH GRADE 4. 114" TOOLED RADIUS 5. CONCRETE PAVER· REFER TO COLOR AND FINISH SCHEDULE, SHEET L 1.1 6. NO.8 AGGREGATE JOINT FILLER 7. NO.8 AGGREGATE BEDDING COURSE 8. NO. 57 OPEN GRADED BASE 9. 4" PERFORATED DRAIN LINE, WHERE REQUIRED 10. NO.2 STONE SUB-BASE 11. IMPERMEABLE LINER PER SPECIFICATIONS 12. COMPACTED SUBGRADE NOTES: • ... ' "' - A. PAVING THICKNESS, BASE PREPARATION AND REINFORCING ARE TO BE PER THE REQUIREMENTS OF THE SOILS ENGINEER. B. PROVIDE FINISH SAMPLE PER SPECIFICATIONS. CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT .. .... : . . .. . "4 -.. - . .. ... . . -·-· A • , •• •-•.. ·& •.-4_ A. CONTROL JOINT (SCORELINE) B. EXPANSION JOINT C. COLD JOINT 3 ·• .-. 4 ..... D. SAWCUT JOINT ., .· .. _ LEGEND: 1. 1/B" RADIUS EDGE 2. PAVING FINISH SURFACE PER PLAN 3. JOINT FILLER PER SPECIFICATIONS 4. BACKER ROD PER SPECIFICATIONS 5. TWO-PART POLYURETHANE SEALANT PER SPECIFICATIONS 6. 112" DIA X 12" LONG STEEL DOWEL @ 24" D.C., PAPER WRAP ONE END 7. SAWCUT SCORELINE ·USE MULTIPLE BLADES TO ACHIEVE WIDTH INDICATED NOTES: A. LOCATE JOINTS PER SPECIFICATIONS UNLESS OTHERWISE INDICATED ON PLAN B. SEALANT COLOR TO MATCH ADJACENT PAVING • 314" IF PAVING LESS THAN 4" THICK 1" IF PAVING 4" THICK OR GREATER ~ ~ ~ ~ ~~--------------------------------------------------------------~~----------------------------------------------------------~1 PERMEABLE CONC. PAVERS WITH CONC. BAND 1"=1'-0" CONCRETE JOINTS NOT TO SCALE ill ~~~--------------------------------------------------------------------------~~~~-----------------------------------------------------------------------1 ~ J· 1 1 3'-0" LEGEND: 1. 2 X 8 X 16 CONCRETE PRECISION BLOCK CAP 2. 8 X 8 X 16 CONCRETE BLOCK, BLOCK WITH :SPLIT-FACE ON EXPOSED SURFACES OINLY. GROUT FILL CELLS AT 24• D.C. 3. #4 REBAR AT 24" D.C., VERTICAL, 4. #4 REBAR AT 32" O.C., HORIZONTAL 5. EXPANSION JOINT PER DETAIL A, SHEETL4.1 6. FINISH SURFACE OF ADJACENT PAVING 7. CONCRETE FOOTING, 12"D X 3'-0"W B. 90% COMPACTED SUBGRADE 9. #4 REBAR AT 12" O.C., CONTINUOUS 10. FINISH GRADE 11. #5 REBAR AT 24" D.C., VERTICAL, ALTERNATE DIRECTION IN FOOTING 12. (2) COATS ASPHALTIC EMULSION 13. 3" PERFORATED PVC DRAIN LINE, SET IN 12" SQ. CHANNEL OF 3/4" GRAVEL, WRAPPED WITH SOIL SEPARATOR FABRIC. SLOPE DRAINLINE AT .5%, MINIMUM, AND TIE INTO STORM DRAIN PER CIVIL ENGINEER'S SHEETS 14. 1-112" DIA. TUBULAR STEEL HANDRAIL WITH MOUNTING BRACKET AT ALL RAMP AND STAIR LOCATIONS, MIN. 1-112" FROM FACE OF WALL. • ~ ,._ I LEGEND: I ~· I ~ •• @~ ll.. - • I ... II) ... r-----{1 .----12 '--~5 1. CONCRETE PAVING-REFER TO CONSTRUCTION PLAN FOR COLOR AND FINISH 2. #3 REBAR AT 24" O.C. EACH WAY, CENTERED IN SLAB 3. FINISH GRADE 4. 90 %COMPACTED SUBGRADE-VERIFY WI SOIL ENGINEER'S REPORT 5. PRE-EMERGENT HERBICIDE, APPLIED TO SOIL SURFACE BELOW PAVED AREAS, PER MI1NUFACTURER'S SPECIFICATIONS. . 6. 1/4" TOOLED RADIUS NOTES: A PAVING THICKNESS, BASE PREPARATION AND REINFORCING ARE SHOWN FOR BID PURPOSES ONLY. VERIFY REQUIREMENTS OF THE SOILS REPORT AND COMPLY. B. PROVIDE FINISH SAMPLE PER SPECIFICATIONS. ~ ~ i5 .. i ! ~ 0 I !i ~ I 15 ~ ~~------------------------------------------------------------------------~~~--------------------------------------------------------------------~~------------------------------------------------------------------~ ~ ~ HANDICAP RAMPS SCALE AS SHOWN CMU CHEEK WALL 1"=1'-011 CONCRETE PAVING NOT TO SCALE i5 ~~--------------------------------------------------------~~-----------------------------------------------------~~-------------------------------------------------------I~ ill h z ~ ili " ~ r----------------------------------------------1 ~ ~ ~ ~ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ,--------------------------------r----------------------------~----------------------------r-------------------------------------.,~~~s~H3E~n~~~~~~C~I~TY~~O~F~C~A~R~L~S~B~A~D~~~~~~s~H~E1~~8,~a~, ~~ '"AS BU I L.,... REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, -, I ASST. PLANNING DIRECTOR AND DISTRICTENGINEER PRIOR TO PLANNING DEPARTMENT IMPLEMENTATION IN FIELD. ~ WARE MALCOMB Leading Design for Commercial Real Estate arcbirecture planning interiors graphics site development 6363 greenw.kh dr. sle. 175 san diego. california 92122 p 8.58.638.7277 f 8.58.638.7506 U\.NDSCAPE CONSTRUCTION DETAILS ~ DATE LA. EXP. LA POSADA DE GUADALUPE MEN'S SHELTER R I D G E LANDSCAPt ARCHITECTS REVIEWED BY: L_--+-1-------------------------------~--~IAPPRovEo 8841 Research Drive r- Suite zoo l--+--+--------------------t------J,JP~LA~::N"~N~~I"N::G"::~~=-=-=-=-=~r-=-=-::::-==-==-::::~~::::~=-=-==-=-=-:::;-;:--:=::o::A::TE===~ Irvine, CA 92518 r. DRAWINGI NO. "' ~ ~ ~ I "' " Tel 949 3871323 DATE ev DESCRIPTION APP'D OWN BY_--:L:c:A____ PROJECT NO. II www.ridgela.com CHKD BY_.:..:R=-S__ XX XX 111 ~~~~C:O~N:C~R~E:T~E~S~T~E~P~S~--------------------------~N=O~T~T~O~S:C:A:LE:.L.----------~--------------.l-------------------------------L--------------~::::::::~_i~IN:SP~E:CT:OR~--------------o=A~TE~--l_-------------=R~E~V~IS::IO~N:s:_ ____________ _J~r~IE~LD~B~Y~~~~~~~~~~~~~~~~ ~ • 0 . I to) • 0 . I to) I 3 - • to) I" 6'-0" O.C. MAX. WIDTH PER PLAN -15' MAX. 1" MAX. I / X><> """ ,;< """ .--- .--- X,,;< ><;;><><;; ~ ~ ~ v m--::::!lEI IE ~ "' ijj J~t ~ ;;;II ~ 16", ~I R l'y'\, "" I flt;oo ~~ I ~ VXv )<) v"v v"~ ~ ;o ~ X ~ ><;; ~ r" 00 v" >Q< ~~ "') X ~ ~ ~ ~ v" x:; ~;xx; "'x"X'X'X "XYY 'L ~ >yy<, 0A' ~:.>< ;; >< ~ ~ ></.;< ~ ~ ;><.; VXv ,;<,;<,;< ~ ><)< [ LEGEND: 1. TOP RAIL, 1-518" O.D. GALVANIZED STEEL PIPE,SCH.40 2. RAIL END, TYPICAL 3. POST CAP, GALVANIZED 4. STRETCHER BAND, TYPICAL 5. STRETCHER BAR, TYPICAL 6. 2" GRID MESH, 9 GUAGE CHAIN LINK FABRIC WITH KNUCKLED SELVAGE AT TOP AND BOTIOM 7. POST, 2-718" O.D. GALVANIZED STEEL 8. MID-RAIL/HORIZONTAL BRACE, 1-5/8" O.D. GALV. STEEL PIPE, SCH. 40 9. 3/16" TENSION WIRE CABLE, CONTINUOUS AT BOTTOM OF FENCE 10. CONCRETE POST FOOTING 11. 90% COMPACTED SUB GRADE 12. GATE FRAME, 1-5/8" O.D. WELDED, GALVANIZED STEEL PIPE, SCH. 40 13. HEAVY-DUTY GATE HINGE, (2) PER GATE 14. LOCKABLE U-LATCH, GALVANIZED STEEL 15. FINISHED SURFACE OF A.C. PAVING 16. (3) #4 REBAR, VERTICAL, DISTRIBUTED EVENLY IN FOOTING NOTES: A. PROVIDE LANDSCAPE ARCHITECT WI (2) SETS OF SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. B. ALL WELDS TO BE CONTINUOUS, GROUND SMOOTH. C. ALL CHAIN LINK FENCE AND GATES TO RECEIVE GREEN SHADE CLOTH PER DETAIL F, THIS SHEET CHAIN LINK FENCE AND GATE A ~!X ;xx :;. X' X: Sf ,('.,. ~ "" ~ ~ ~ l~~~ > ;;>< ~ > :> ~ X, x ;<.., ~ 1 z X' J 1 "=1'-0'' CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT 1/4"/FT. CKENED EDGE, FINISH PER PLAN TOOLED NOSING AT EDGE 112" DIAMETER X 12" LONG ST WRAP ONE END 3" 7. #3 NOSING BAR, CONTINUOUS 8. ADJACENT CONCRETE PAVING, PER PLAN NOTES: A REINFORCING, DIMENSIONS AND BASE INFORI•1ATIO RE SHOWN FOR BID PURPOSES ONLY. VERIFY REQUIREM THE SOILS REPORT AND COMPLY. B. PROVIDE FINISH SAMPLE PER SPECIFICATIONS. PER MANUFACTURER'S SPECIFICATIONS Ea. a. 12" MIN. LEGEND: 1. 'CYCLOOPS' BIKE RACK, MODEL NUMBER PER MATERIAL LEGEND, BY COLUMBIA CASCADE (800) 547-1940 2. CONCRETE PAVING PER DETAIL B, SHEET 3 3. CONCRETE FOOTING 4. COMPACTED SUBGRADE PER SOIL ENGINEER'S REPORT 5. MATCHING BASE COVER 15 5 i li ~ ~~------------------------------------------------------~m BIKE RACK NOT TO SCALE ~ ~~--------------------------------------------~~ 3i ' ! I!; ,--------------------------------------------1 ~ G APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ~ ~ r-----------------------~------------------~~------------------~----------------------------~~~~~~~~~~~~~~~~ 18H4EET II CITY OF CARLSBAD I ~18 ~ ... WARE MALCOMB Leading Design for Commercial Real Estate archilecture planning inf:erlo:rs graphics sUe development 6363 greenwich dr. sre. 175 san diego. california 92122 p 858.638.7277 f 858.638.7506 R I D G E LANDSCAPE ARCHITECTS 8841 Research Drive Suite 2~D Irvine, CA 9251 B Tel 949 387 1323 www.r idgela.com "AS-BUILT" DATE LA. EXP. REVIEWED BY: INSPECTOR DATE REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE BY DESCRIPTIO~ REVISIONS APP'D . PLANNING DEPARTMENT . ~ ~ LANDSCAPE CONSTRUCTION DETAILS LA POSADA DE GUADALUPE MENS SHELTER I APPROVED PLANNING DATE OWN BY LA PAOJI!CT NO. II DRAWING NO. CHKD BY RS rtELD BY XX XX "' ~ g ~ i ~ I ~ c ---~ --- ----- ONSITE RECYCLED AND POTABLE WATER SEPARATION REQUIREMENTS: "-'----- I I I I I I I HORIZONTAL SEPARATIONS: THE PRESSURIZED RECLAIMED WATER PIPING SHALL MAINTAIN A (10) FOOT HORIZONTAL SEPARATION AT ALL TIMES FROM ALL POTABLE WATER PIPING AND/OR A PARALLEL SANITARY SEWER SYSTEM. IF A 10-FOOT HORIZONTAL SEPARATION IS NOT POSSIBLE, SPECIAL CONSTRUCTION REQUIREMENTS SHALL BE CONSIDERED, REFER TO DISTRICT STANDARDS. COMMON TRENCH CONSTRUCTION IS PROHIBITED. I I I I I VERTICAL SEPARATIONS: THE PRESSURIZED RECLAIMED WATER PIPING SHALL MAINTAIN A MINIMUM OF ONE FOOT VERTICAL SEPARATION AT ALL TIMES FROM ALL PRESSURIZED POTABLE WATER PIPING AND/OR A SANITARY SEWER SYSTEM. THE PRESSURIZED RECLAIMED WATER PIPING SHALL BE INSTALLED ONE FDDT BELOW ALL PRESSURIZED POTABLE WATER PIPING ONE FOOT ABOVE ALL SANITARY SEWER SYSTEMS. IF A ONE FOOT VERTICAL SEPARATION IS NOT POSSIBLE, SPECIAL CONSTRUCTION REQUIREMENTS SHALL BE CONSIDERED. REFER TO DISTRICT STANDARDS. - - 17 --------- --....__ ----·-·--- 15 FARMWORKER DORM #2 -----------------·- COLOR CHART NOTE: . AS A REQUIREMENT THE AUTOMATIC CONTROLLER SHALL CONSIST OF A NEATLY DRAWN 11"x17" LAMINATED IRRIGATION PLAN AND COLORED ZONE MAP LAYOUT CHART. LAYOUT CHART SHALL BE COLOR CODED INDICATING LOCATION OF ALL CONTROLS, PIPING, HEADS (INCLUDING TYPE), VALVES AND CONNECTION TO WATER SERVICE. ' \ 21 23 WARE MALCOMB 0 10 20 40 60 SCALE AND NORTH Leading Design for Commercial Real Estate architecture planning intcrloi'S pphiaJ site development 6363 greenwich dr. ste. 175 san diego. california 92122 p 8.58.638.7277 f 8.58.638.7506 \ \ \ \ \ \ I \ \ I \ \ I \ \ 19 \ \ I \ \ I \ \ I \ \ --I --\--.. \ \ \ I' A6 1881 NOTE: OVERHEAD IRRIGATION SHALL NOT BE PERMITTED WITHIN 24 INCHES OF ANY NON-PERMEABLE SURFACE, (PER STATE ORDINANCE AB 1661.) ABSOLUTELY NO OVERS PRAY OR LOW HEAD DRAINAGE IS ALLOWED. I 4 • I ' I • • 8841 Research Drive Suire 200 Irvine, CA 92618 Tel 949 3871323 www.ridgela.com I I I I I I I I I I I I I L I I I I I I I I I I I I _,....~.-,,.. I I I REVIEWED BY; INSPECTOR \ \ \ \ \ \ \ \ } I I I \ \ \ CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT P.O.C. & CONTROLLER NOTES P.O.C. NOTE: I POINT OF CONNECTION SHALL BE A 1" DOMESTIC (FUnJRE RECYCLED) IRRIGATION WATER METER WITH 1-1/4" SERVICE LINE. VERIFY THE ACTUAL LOCATION, SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBIUTY FOR ANY REVISIONS NECESSARY AT NO ADDITIONAL COST TO THE OWNER. + / ./ ---- ' \ I I / ./ -- 17 17 1 35' 13 14 \ ~ ,, \ '" \ \ \ \ \ \ \ 1\ \ \ \ -- \ \ \ \ I \ \) \ ® Domestic (Future Recycled) Irrigation Water Meter Information Address: Water Purveyor: 24781mpale Drive City of Ca~sbad Water Dap~ment carlsbad , CA. Ph.# 760-602-2748 Meter Size 1" Static Pressure (High 106 PSI.) (Low 87 PSI.) System Design Pressure 76 PSI; Maximum System Demand 23GPM Landscape Area Served 36,867 sq.!l . Maximum Applied Water Allowanoa (MAWA) 685,183 galJ yr. Estimalecl Applied Water Usa (EAWU) 624,434 gaiJ yr. CONTROLLER NOTE: CONTROLLER LOCATION. REFER TO LEGEND FOR CONTROLLER MAKE AND MODEL NUMBER CONTROLLER ASSEMBLY SHALL BE INSTALLED WITHIN A WALL MOUNT ENCLOSURE A IT ACHED TO TRASH ENCLOSURE WALL. FINAL LOCATION OF CONTROLLER ASSEMBLY AND ELECTRICAL POC SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. THE 120 VOLT POWER SUPPLY HOOK-UP OF THE IRRIGATION CONTROLLER SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR. IRRIGATION CONSTRUCTION NOTES TRENCHING IN VICINITY Of EXISTING TREES WHENEVER ROOTS OF EXISTING TREES ARE ENCOUNTERED DURING TRENCHING OPERATIONS, THE CONTRACTOR SHALL REROUTE MAIN LINE TRENCHES. DO NOT CUT ROOTS OVER 1"1N DIAMETER. ALL CUTS SHALL BE A CLEAN SHARP CUT. IF TRENCHING IS REQUIRED, THE CONTRACTOR SHALL HAND DIG THE TRENCHES TAKING CAIRE NOT TO DAMAGE ROOTS. NO MECHANICAL TRENCHING WITHIN THE DRIPLINE OF THE EXISTING TREE WILL BE ALLOWED. PROTECT ALL ROOTS EXPOSED TO SUNLIGHT WITH MOIST BURLAP UNTIL COVERED WITH SOIL PAVING OFFSET NOTE: SPRAY HEADS ADJACENT TO PAVING SHALL BE INSTALLED A MINIMUM DISTANCE OF 24"1NCHES FROM ANY NON-PERMEABLE SURFACE TO AVOID ANY OVERSPRAY. BUILDING OFFSET NOTE: SPRAY HEADS ADJACENT TO BUILDING SHALL BE INSTALLED A MINIMUM DISTANCE OF 12" INCHES FROM BUILDING TO AVOID OVERSPRAY ONTO BUILDING OR WINDOWS. IRRIGATION VALVE CALLOUT CONTROLLER I..!_ VALVE NUMBER ab. 10 -G.P.M. "--U 1000' -APPROXIMATE LINEAR I FOOTAGE OF DRIP TUBING '------VAJ.VE SIZE IRRIGATION NOTE CALLOUT ;::--IRRIGATION CONSTRUCTION {.,!) CALLOUT NUMBER. ~P.O.C. AND CONTROLLER L1J CALLOUT NUMBER. ~ i> FOR LANDSCAPE IRRIGATION PLAN-SEE SHEET 5 FOR LANDSCAPE IRRIGATION LEGEND-SEE SHEET 6 FOR LANDSCAPE IRRIGATION NOTES-SEE SHEET 7 ,-----------------------1 ~ APPROVED FOR PLANTING AND ~ FOR LANDSCAPE IRRIGATION DETAILS-SEE SHEETS 8-14 FOR LANDSCAPE SPECIFICATIONS-SEE SHEETS 14-18 \'; IRRIGATION ONLY, INCLUDING PRECISE " LOCATION OF PLANTING AREAS. ~ "AS-BUILr REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND OISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD, ISH:ET II CITY OF CARLSBAD PLANNING DEPARTMENT DATE DATE BY DESCRIPTION APP'D DATE REVISIONS LANDSCAPE IRRIGATION PLAN LA POSADA DE GUADALUPE MEN'S SHELTER I APPROVED PLANNING DATE OWN BY LA PROJECT NO. II DRAWING NO. RS CHKD BY XX XX FIELD BY SYMBOL ---- NO SYMBOL NO SYMBOL E··-··-··-··-··3 -··-··-··-··-· ··-··-··-··-·· ~---'-"':'""-:......:...,...,. ..:_: :-::---=-·--=-. -··-··-L -··- ' @ ' NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL MANUFACT. AS APPROVED AS APPROVED AS APPROVED AS APPROVED 3M NETAFIM NETAFIM NETAFIM NETAFIM TORO NETAFIM JARDINIER AS APPROVED T. CHRISTY'S AS APPROVED AS APPROVED AS APPROVED AS APPROVED K.B.I. K.B.I. IRRIGATION MATERIAL LEGEND (CONTINUED) MODEL NO./ DESCRIPTION 'PURPLE' RECYCLED WATER PVC PIPE 3/4" -1-112' CLASS 200 AS LATERAL LINES 12' BELOW GRADE. 'PURPLE' RECYCLED WATER PVC PIPE 1-114"-1-112" SCH. 40 AS MAINLINES 18' BELOW GRADE. ''PURPLE' RECYCLED WATER PVC PIPE SCH. 40 AS SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED PLACE BELOW ALL PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED) DBY DIRECT BURIAL WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS. TLDLR9·12, TECHLINE SERIES DRIPLINE "PURPLE' TUBING WITH .90 GPH PRESSURE COMPENSATING INLINE EMITTERS 12" ON CENTER. INSTALL TUBING ROWS A MAXIMUM OF 16" APART IN SHRUB AREAS. ALL TUBING SHALL BE INSTALLED 2" BELOW FINISHED GRADE WITH 9" WIRE STAKES, FIVE (5) FEET ON CENTER. VERIFY THE LAYOUT AND SPACING IN THE FIELD PRIOR TO COMMENCING WORK. ALL CONNECTIONS BETWEEN DRIP TUBING SHALL BE MIADE USING TECHLINE SERIES DRIPLINE INSERT FITTINGS. TL050MFV·1, TECHLINE AUTOMATIC FLUSH VALVE. LOCATE AT END/MIDDLE OF DRIPZONE 314" PCV FLUSH MANIFOLD LINE. INSTALL FLUSH VALVE INSIDE A SEPARATE 6' ROUND VALVE BOX, ONE AT THE END OF TUBING RUNS IN EACH DIRECTION. INSTALL 1 8' FROM PAVING. INSTALL ALL FLUSH EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. TLAVRV AIR/VACUUM RELIEF VALVE. INSTALL AIR RELIEF ASSEMBLY INSIDE A 6" ROUND VALVE BOX AT THE HIGH POINT OF EACH PLANTER. USING AIR RELIEF LATERAL, CONNECT AIR RELIEF VALVE TO ALL DRIPLINE LATERALS WITHIN THE ELEVATED AREA WITH DRIPLINE INSERT FITTINGS. MULTIPLE ARV'S SHALL BE REQUIRED PER RCV WITHIN UNDULATING AREAS. VERIFY QUANTITY OF ARV'S PRIOR TO STARTING WORK. INSTALL VALVE BOX MINIMUM 18'' FROM PAVING AND AT HIGH POINTS OF PLANTER AREA. INSTALL ALL AIR VACUUM RELIEF EQUIIPMENT PER MANUFACTURER'S SPECIFICATIONS. T·DL-MP9, DRIPLINE POP.UP OPERATIONAL INDICATOR. INSTALL ONE INDICATOR PER DRIP VALVE ZONE. PLACE IN SHRUB AREAS ONLY 18" FROM PAVING. INSTALL PER MANUFACTURER'S SPECIFICATIONS. TLDLRB-12, TECHLINE SERIES DRIPLINE "PURPLE" TUBING WITH .90 GPH PRESSURE COMPENSATING IN LINE EMITTERS 12' ON CENTER, COILED INTO CONCENTRIC RINGS SURROUNDING BASE OF TREE TRUNK, MINIMUM FOUR RINGS PER TREE. 65' FEET OF DRIP TUBING PER TREE@ .92 GPH PER FOOT= 0.99 GPM PVCP24fl GPH, SURFACE FLOW DRIP EMITTER SYSTEM. INSTALLED WITH" JARDINIER" PRE-PUNCHED 112" SCH. 40 "PURPLE" PVC PIPE WITH 24" O.C. EMITTER SPACING AND (7 GPH) PRESSURE COMPENSATING DRIP EMITTERS. SURFACE FLOW PIPING SHALL BE INSTALLED 8' BELOW FINISHED GRADE. TRIM EMITTER POLY TUBING 112' BELOW MOW HEIGHT IN TURF AREAS. FOR FURTHER INFORMATION CONTACT JARDINIER ENGINEERING STAFF 714-241-4200. www.jardlnlercorp.com CONNECTION BETWEEN PVC PIPE LATERAL LINES AND" JARDINIER' SURFACE FLOW DRIP EMITTER SYSTEM. RECYCLED WATER VALVE J.D. TAG INSTALL WITHIN EACH VALVE BOX TYP. RECYCLED WATER SIGNS, INSTALL QUANTITY AND LOCATIONS PER DISTRICT REQUIREMENTS. CONTROLLER SHALL HAVE RECYCLED WATER PLACARD INSTALLED AS REQUIRED. ALL VALVE BOXES SHALL BE PURPLE COLOR CODED AND MARKED AS REQUIRED. POTABLE WATER METER PER CIVIL ENGINEER'S SHEETS. KSC-XXX-S SWING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV WHEN RCV IS LOWER THAN THE SPRINKLERS. KC-XXX.S SPRING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV IMMEDIATE!. Y ABOVE FIRST LATERAL LINE TEE, WHEN RCV IS HIGHER THAN THE SPRINKLERS. DETAIL N N O,P O,P,Q Q R,S.T T u v w X Y,Z,AA Z.AA NIA BB NIA N/A NIA NIA NIA SEASONAL IRRIGATION SCHEDULE Project Name: La Posada .. -- --.. .. .. Meter Number: #I Controller Letter: "A" E_yoe __ o __ t_r(J_~~pi_ r~tio -~--~-~-~-es: EtO"-HEt·o·f(COE--.. , , '42."8. Winter Spring Summer Fall 1' 6.15 r 0.18 ···! ii.i2 · :.~·······1·4····.··3·· ' · r iio · ··· ; · 98 Eto Per Day .... '" o:o9 Eto Per Seascl'fl' w-.-, -.. -v.---,--6.7 Run Times (Minutes per Oay) = (Eto) +(IE)+ (PR) + (RD) +(C) x (Kc) x 60 Eta== Seasonal Evapoiranspir·ation IE = Irrigation efficiency PR =Precipitation Rate (Inches per Hour) RD =Run days (Seasonal Total) C = Cycles per Day Kc:: Crop Coefficienl 60::: Conversion to minutes Cycles Per Day: ................. ......... ------ Days Per Week: Irrigation Efficiency(%~: I 6 Rotors: ···· ·a5s -··· · Spray Heads: OJI : ilubbier fie ads: o:s:s ;or.ip sys-tems· ··· ·· 695 · ·-··.·······-· .. ········· ~S_u_~ace __ Drip: o.B5 stream R c;·t aiY' o.is--- - 'Micro spray 6.7T Precipilaiion Raie __ (~n/~-~l 'ROtors: -~-·---·--··o:·45 .. .... . .... , Spray Heads: 1.60 Bubbler ·HeadS:~-3-:66 ~''-"••'"'••''•'''""'''•-"•"·-·"'''" prip Systems: 0.60 1su.rt?<;=e Drtp: 0-45 ;S,t!!:~~R?tary: 0.15 ........ . 1Micro Spray -6.61 ... Valve PI 1. ._.Irrigation I_· Kc PR ' IE Wlnler Spring Summer Fall ! R Tl an 1ng , ' l un mes Quantity' ' Type i ; . (Dec. Jan. Feb) (Mar. Apr. May) (Jun. Jul. Aug) (Sep. Oct. Nov)( 13 Shrub Spray ! 0.40 1.60 i 0.71 f 24 41 · 49 34 ,Min. PerDay . .......... irdividUal Valve Run'llmeMinufes Per Dayf 2 ~-··· 3 ',.· 4-............ r 3 i 5 Shrub Irrigation Pressure Calculation Meter No: • I -------.. ·--·-···----+··""" -~-::;_~ (Low 556') (High 594). · __ j 550FT Elevation ot Meter:-· .. _ •.. . i ... 348FT siaiiC:Wafe<riessuie ·rs~:·· 87 psi ~ VC.1v e No: -; i3 -----····-···· ··------. ! Valve Demond , ·21GPM t:Aa~mGmsvstemCeman<:r ·. · -T 2:l GPM E'Jevatranc11·c;;;'Qe;i'o.c.lo Ri9fiesfRoo<:rr···l7Fr I" Water Meier ............... ------... __ , ___ _ ' ' I 2.8 ps1 \:f74"sei¥;i:~li~e············· .. ·.· ................ _ ··-····· .. ·· ... · .. · · [Ts'f)si 1-1/4" RP Backnow Device ! 12.0 psi }""""'"""'""""''-.. 2" Basket Strainer , 2.0 psi 1-112" Moster Valve ................ _,!_ ... 1.5psi F'liow Sensor-··· · ··· · ···-··-· "-2.0 psi 11so1aii0il vai~;;; -- ---I ·· · 1 o psi T"R:c.v. . ··· 3.9 ps1 400 Feet ofi=l/2''1\i<i:iinlilie-scFi.4o---· -~-· s:3psi .-... ~· . . --.............. -···--........ L :. i'iffin9Tass Yo% . :r2 psi [aieiar·un;;·cc,-s·;ro% ··· ······-·---r···3.o psi Loss to Highest Head i' 7.4 psi ..... ---···-··'·-·-·· ---·---I •........... •. . .. Total losses: ........ I 46 pSI HOOd .. OP.Brat i ng Pressure:_ _ ___ -------~-·----~-~---_ .. -_ .. ___ ·_·_··_--_····_-__ "1.--. 36-r)Si Tolal Pressure Required: l 76 psi Static Pressure Available: · ········ ········-··· 1 · ·aipsi ReSldUCii --p·ress·ur·e:· · ------------· ----__________ .... , · ·· ·· ··---·~--~ .. +-~---,2"'-PSi sefPressure Regulator: · ······················ j ·· 86psi Total Hour Run Times I 6 Days Per Week [ Hours Per Dey 3.63 1 Total 3D 1.75 3.05 2.52 Valves CONTROLLER SCHEDULING NOTE: TIIESE SUGGESTED RUN TIMES ARE FOR REFERENCE ONLY_ ACTUAL RUN TIMES MAY DIFFER DUE TO VARYING SITE CONDITIONS_ CONTRACTOR SHALL ADJUST RUN TIMES AS REOUIRED TO PROVIDE APPROPRIATE WATER FOR EACH VALVE CIRCUIT_ MULTIPLE CYCLES MAY BE REQUIRED TO MINIMIZE PONDING AND RUNOFF ONTO NON-IRRIGATED AREAS. WARE MALCOMB Leading Design for Commercial Real Estate archiiEcture planning interiors graphics site development 6363 greenwich dr. ste. 175 san diego. california !12122 p 858.638.7277 f 858.638.7506 __ • _ _._L_ ____ _ SYMBOL Q VAN H F <D @ @ ® \!) ® ® ® ®@ @ ® MANUFACT. RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRO RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD NO SYMBOL RAIN BIRO @ ~ HUNTER ~ qv HUNTER ® ® @ ® ® ® NO SYMBOL ® IEIJ HUNTER HUNTER HUNTER HUNTER P.O.C. WILKINS EATON SUPERIOR HUNTER AS APPROVED WATTS NELSON RAIN BIRD RAIN BIRD HUNTER HUNTER NIA ------------------ CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT IRRIGATION MATERIAL LEGEND MODEL NO./ DESCRIPTION GPM 1806-sAM-PRS, 6' POP-UP HEAD WI RAIN BIRD B SERIES MPR NOZZLES .28, 1.55, .52, 1.05 1806-sAM-PRS, 6' POP-UP HEAD WI RAIN BIRD 10 SERIES MPR NOZZLES 1812-sAM-PRS,12" POP-UP HEAD WI RAIN BIRO 8-FLT SERIES MPR NOZZLES WI PCS SCREENS, 0081 030 VAN I 025 1812-sAM-PRS, 12' POP-UP HEAD WI RAIN BIRD 8 SERIES MPR NOZZLES 1812-sAM-PRS, 12" POP-UP HEAD WI RAIN BIRD 10 SERIES MPR NOZZLES 1812-sAM-PRS, 12' POP-UP HEAD WI RAIN BIRD 12 SERIES MPR NOZZLES 1812-sAM-PRS, 12" POP-UP' HEAD W/ RAIN BIRD 15 SERIES MPR NOZZLES 1812-SAM-PRS, 12' POP-UP' HEAD WI RAIN BIRD 15 STRIP SEFtiES LCS-PCS-040 I RC$-PCS-040 I SST-PCS-090 I CST -PCS-090 1808-SAM-PRS, 8" POP-UP BUBBLER HEAD WI RAIN BIRD SCST-S-PCS-030, 5Q-B-PC9-025, SH-B-PCS-040, SF-B-PCS-060, STREAM BUBBLER NOZZLES. 1812-SAM-PRS, 12'' POP-UP HEAD W/ HUNTER MP ROTATOR SERIES MP CORNER 1812-SAM-PRS, 12" POP-UP HEAD WI HUNTER MP ROTATOR SERIES MP1000 1812-SAM-PRS, 12" POP-UP HEAD W/ HUNTER MP ROTATOR SERIES MP2000 1812-SAM-PRS, 12'' POP.UP HEAD W/ HUNTER MP ROTATOR SERIES MP3000 1812-sAM-PRS,12' POP-UP HEADWIHUNTERMP ROTATOR SERIES MPLCS515/MPRCS515/MPSS530 NOTJ:: .41, 2.10, .82, 1.64 .08, .30, .25 .26, 1.55, .52, .1.05 .41, 2.10, .82,1.84 .85, 1.95, 1.30, 2.80 .92, 2.78,1.85, 3.70 .40, .90, .90 .30, .25, .40, .60 .17 .16 .32 .65 .33 .831.27 .741.58 3.15 .19 .19 .38 PSI 30 30 30 30 30 30 30 30 30 30 30 30 30 30 ALl. SPRAY HEAD BODIES SHALL HAVE FIELD INSTALLED RECLAIMED WATER IDENTIACATTON BODY CAP# 11100 NP COVER. RADIUS 8FT 10FT 5FT 8FT 10FT 12FT 15FT 4X15 FT 4X30 FT 3FT P..12 FT P..12 FT 13-17 FT 18-27 FT 4X14 FT 4X2B FT ALL SHRUB SPRAY HEADS INSTALLED FARTHER THAN FIVE (6) FEET FROM PAVING, CURBS, SIDEWALKS, STEPS, TURF BOUNDARIES OR OTHER PEDESTRIAN AREAS; MAY BE INSTALLED AS A RAIN BIRD PA-ll$-PRS SHRUB ADAPTER WITH THE NOZZLE AS SHOWN. PGJ-12-R, HIGH POP SHRUIB ROTOR HEAD W/ NOZZLES Q-.75/ H-1.0/ F-2.0 .75, 1.0, 2.0 40 19FT PGH-ARVI36V, HIGH POP SIHRUB ROTOR HEAD W/ NOZZLES Q-1 I H--41 F-5 .60, 1.4, 1.8 40 25FT PGH-ARVI36V, HIGH POP SHRUB ROTOR HEAD WI NOZZLES Q-31 H-51 F-7 1.0, 1.8, 3.0 40 30FT PGH-ARV/36V, HIGH POP SHRUB ROTOR HEAD WI NOZZLES Q-41 H-8/ F-8 1.4, 2.4, 3.7 40 35FT PGH-ARVI36V, HIGH POP SlrlRUB ROTOR HEAD WINOZZLESQ-61 H-91 F-11 2.4, 4.3, 8.0 40 <HlFT NOTE: NOZZLES NUMBERS WITHIN lliE ROTOR HEAD SYMBOLS DO NOT EXACTLY CORRESPOND TO THE HUNTER NOZZLE NUMBERS. NOZZLE NUMBERS FOR QU!IRTER. HALF, AND FULL HEADS ARE SHOW WITHIN THE HEAD MODEL NUMBERAS SHOWN IN THE LEGEND. ALL SHRUB ROTOR HEADS INSTALLED FARTHER THAN FIVE (5) fEET FROM PAVING. CURBS, SIDEWALKS, STEP9, TURF BOUNDARIES DR OTHER PEDESTRIAN AREAS MAY BE INSTALLED AS A HUNTER PGS SHRUB ROTOR WITH THE NOZZLE AS SHOWN. 1" DOMESTIC (FUTURE RECYCLED) IRRIGATION WATER METER WITH 1-114' SERVICE LINE, VERIFY SIZE, LOCATION, AND STATIC WATER PRESSURE IN FIELD. 975XLVSR PRE-sET SERIES, 1-114" RIP BACKFLOW PREVENTION ASSEMBLY WITH MODEL "YB" WYE STRAINER AND "BR4' PRESSURE REGULATOR INSTALLED AS PART OF ASSEMBLY. RIP ASSEMBLY SHALL BE INSTALLED WITHIN A V.I.T. STRONG BOX SBBC-30CR BACKFLOW DEVICE ENCLOSURE INSTALLED ON A POURED IN PLACE CONCRETE PAD. SIMPLEX MODEL #72, CAST IRON, BASKET STRAINER 2' SIZE W/ FLANGED CONNECTIONS AND 80 MESH FILTER ELEMENT. (2" FLANGED PART# ST0720200F4C) DETAIL A A A A A A A A A A A A A A B A A A A A c CC,DD D E MODEL 3200-R, 1-1/2' NORMALLY CLOSED, RECYCLED WATER MASTER CONTROL VALVE. F HFS-150/FCT-158, 1-112" FLOW SENSOR WITH 1-112" SCHEDULE 60 SENSOR RECEPTACLE TEE. G INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND WIRE TO CONTROLLER. 2-CONDUCTOR 16 AWG. SHIELDED FLOW SENSOR CABLE, INSTALLED WITHIN 1' PVC G CONDUIT AND ROUTE TO CONTROLLER. NO SPLICES ALLOWED. B-6080-SS-SH, 2" FULL PORT BRONZE BALL VALVE WITH STAINLESS STEEL BALL, STEM, AND HANDLE OPTIONS, LINE SIZE. H 7545, NON-POTABLE, ACME THREAD, QUICK COUPLER VALVE WITH PURPLE LOCKING COVER. I PESB-R-PRS-D (1' OR 1-1/2'~ SERIES RECLAIMED WATER, PRESSURE REGULATING PLASTIC REMOTE CONTROL VALVE, SIZE AS SHOWN. J, L XCZ-PRB-100-COM-R, 1' SERIES DRIP VALVE CONTROL ZONE KIT ASSEMBLY, SIZE AS SHOWN. ASSEMBLY K, L INCLUDES RAIN BIRD 1' PESB RCV,1' PVC BALL VALVE AND 1' PRESSURE REGULATING BASKET FILTER. IC-3600-M, 36 STATION HUNITER I-CORE "SMART" IRRIGATION CONTROLLER, POWDER COATED METAL OUTDOOR M WALL MOUNT ASSEMBLY. CONTROLLER SHALL BE LOCATED ON BLOCK W/'U AT TRASH ENCLOSURE. VERIFY EXACT LOCATION IN FIELD WITH OWNERS AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK "SOLAR SYNC" (ET) SENSOIR, MOOULE, AND RAIN SENSOR. INSTALL PER MANUFACTURES RECOMMENDATIONS AND WIRE TO M CONTROLLER. INSTALL MODULE WITHIN ENCLOSURE. MOUNT SENSOR ON :l' GALVANIZED PIPE CLEAR OF ANY OBSTRUCTIONS. VERIFY EXACT LOCATION IN FIELD WITH OWNERS AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 120 VOLT ELECTRICAL POWER PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD. THE COORDINATION N/A OF POWER AND CONNECTION OF CONTROLLER SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. FOR LANDSCAPE IRRIGATION PLAN-SEE SHEET 5 FOR LANDSCAPE IRRIGATION LEGEND-SEE SHEET 6 FOR LANDSCAPE IRRIGATION NOTES -SEE SHEET 7 t; r----------------------------------------------1 ~ APPROVED FOR PLANTING AND ~ FOR LANDSCAPE IRRIGATION DETAILS-SEE SHEETS 8-11 FOR LANDSCAPE SPECIFICATIONS-SEE SHEETS 14-18 IRRIGATION ONLY, INCLUDING PRECISE ~u LOCATION OF PLANTING AREAS. ~ •AS-BUILr REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. c:::JI CITY OF CARLSBAD PLANNING DEPARTMENT II SHE,~ISI I R I D G E LANDSCAPE ARCHITECTS 88-11 Research Drive DATE L.A. E~P. R""IEWED BY; U>.NDSCAPE IRRIGATION LEGEND LA POSADA DE GUADALUPE MEN'S SHELTER ~ w ~ 1--~-+---------------~-~IAPPROVED I Suite 200 f----l-+----------------+------1 :Pi.LAf::N~~N~~I'"'N::G:o-=~~~=-=_=_=_=-;_=_=_:::::_:::::_:::::_:::_:=~:::~=-=-::::-=_=_'l_r--:="D::A'"T;;E;;;;=-=-=-=-~ lf\line, CA 92618 r. T~w~4r~d~~ia:~3 DATE BY DESCRIPTION /\PP'D ~:~DB:y __ ~ccs __ l PROJ~; NO. II DRA;a NO. I '-------------------------------------------------------------------------------------------------------------.JL.------------------------------------l.----------------~:::::::::::::.J.~IN:SP~E:CT~O:R ___________________ D~A:TE~--_j----------------~R:E~V~I:S:I~():N::S~----------------~F;tE;~;;BY;;~~~~·;;;;;;;;;;;;~··;;;;;;;;;;;;;;~-m Irrigation Installation Notes 1. THE CONTRACTOR SHALL OBTAIN, COORDINATE AND PAY FOR ANY AND ALL PERMITS AND ALL INSPECTIONS AS REQUIRED. 2. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY AND ALL DAMAGES TO OPERATIONS OR WORK OF OTHER CONTRACTORS. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ACTIVITIES WITH ALL AGENCIES AND OTHER TRADES. 3. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY ENCROACHMENT INTO ADJACENT PROPERTY, R.O.W.'S, EASEMENTS, SETBACKS OR ANY OTHER LEGAL PROPERTY RESTRICTIONS EITHER MARKED OR UNMARKED. 4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL REPAIR OR REPLACE, AT NO ADDITIONAL COST TO THE OWNER, ANY DAMAGE TO UNDERGROUND UTILITIES THAT MAY OCCUR. 5. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING PLANS BEFORE BEGINNING WORK. 6. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES SHALL BE IMMEDIATELY REPORTED TO PROJECT LANDSCAPE ARCHITECT FOR DIRECTION. ANY CONTINUATION OF WORK IS AT THE CONTRACTOR'S RISK AND EXPENSE. 7. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF JILL EXISTING UTILITES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE PROJECT LANDSCAPE ARCHITECT FOR DIRECTION. 8. BEFORE ANY WORK COMMENCES, A CONFERENCE SHALL BE HELD WITH THE CITY'S REPRESENTATIVE AND THE CONTRACTOR, REGARDING GENERAL REQUIREMENTS OF THIS WORK. 9. INSTALL ALL IRRIGATION COMPONENTS ACCORDING TO LOCAL CODES AND ORDINANCES. 10. THE IRRIGATION WATER METER IS TO BE PROVIDED BY THE OWNER UNLESS SHOWN OTHERWISE ON THE PLANS. CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ALL IRRIGATION EQUIPMENT DOWNSTREAM OF THE POINT OF CONNECTION (P.O.C.)AT THE IRRIGATION WATER METER. 11. ALL IRRIGATION EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. 12. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS (INCLUDING EXISTING AND/OR NEW PLANT MATERIAL), GRADE DIFFERENCES OR DIFFERENCES IN THE AREA'S DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE DESIGN. SUCH OBSTRUCTIONS OR DIFFERENCES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME cULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 13. THE WORK SHOWN ON THESE PLANS IS DIAGRAMMATIC; ALL ITEMS, I.E. CONTROLLERS, VALVES, MAINLINES, SLEEVES, WIRES, IRRIGATION HEADS, ETC. ARE SHOWN IN THEIR APPROXIMATE LOCATIONS ONLY. DO NOT SCALE DIMENSIONS. DETAIL DRAWINGS MAY CLARIFY LOCATIONS OF SOME ITEMS. THE CONTRACTOR SHALL NOT LOCATE ANY ITEMS WHERE IT IS OBVIOUS THAT THEY ARE IN CONFLICT WITH UNDERGROUND UTILITIES, STRUCTURES, OTHER IMPROV[MENTS, OR VEHICULAR OR PEDESTRIAN SAFETY CONSIDERATIONS. 14. CONTROLLER LOCATIONS ARE APPROXIMATE. FINAL LOCATION OF THE AUTOMATIC CONTROLLER AND THE BACKFLOW DEVICE SHALL BE APPROVED BY THE OWNER AND THE LANDS CAFE ARCHITECT PRIOR TO INSTALLATION. 15. ALL CONSTANT PRESSURE LINES SHALL BE TESTED FOR 3 HOURS UNDER A HYDROSTATIC PRESSURE OF 150 POUNDS PER SQUARE INCH AND BE PROVEN WATERTIGHT. CONTRACTOR SHALL PROVIDE ALL EQUIPMENT FOR HYDROSTATIC TESTS. HYDROSTATIC TESTS SHALL BE PERFORMED IN THE PRESENCE OF THE LANDSCAPE ARCHITECT OR, IF APPROVED BY LANDSCAPE ARCHITECT, CONTRACTOR MAY E-MAIL DIGITAL PHOTOGRAPHS OF THE PRESSURE GAUGE TO THE LANDSCAPE ARCHITECT AT BEGINNING AND END OF TEST PERIOD. 16. 120-VOLT ELECTRICAL POWER OUTLET AT THE AUTOMATIC CONTROLLER LOCATION SHALL BE PROVIDED PER THE ELECTRICAL ENGINEER'S PLANS AND SPECIFICATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ELECTRICAL SERVICE WITH THE GENERAL CONTRACTOR AND TO MAKE THE FINAL HOOK-UP FROM THE ELECTRICAL OUTLET TO THE AUTOMATIC CONTROLLER. 17. ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK/IRE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. 18. BACKFLOW DEVICE SHALL BE INSTALLED IN GROUND COVER AREA WHEREVER POSSIBLE. FINAL LOCATION SHALL BE DETERMINED BY THE OWNER'S AUTHORIZED REPRESENTATIVE AND MAY VARY FROM THAT INDICATED ON THE DRAWINGS. 19. QUICK COUPLER VALVES, CONTROL VALVES, AND SHUT-OFF VALVES SHALL BE INSTALLED IN GROUND COVER AREAS 1M-IEREVER POSSIBLE. 20. PIPING AND WIRE CONDUIT PENETRATIONS THROUGH WALLS AND INSTALLATION EQUIPMENT UNDER PAVING SHALL BE INSTALLED IN SCH 40 PVC SLEEVES, AS CALLED OUT ON PLANS, OR AS PER LOCAL CODES AND MUST BE COORDINATED WITH THE GENERAL CONTRACTOR AND CONTRACTORS OF ALL VARIOUS TRADES THAT MAY BE INVOLVED TO ELIMINATE PROBLEMS THAT MAY ARISE FROM INACCESSIBILITY OR DAMAGE TO ANOTHER TRADE'S WORK. 21. USE CHECK VALVES AS REQUIRED TO ELIMINATE LOW HEAD DRAINAGE. 22. THE CONTRACTOR SHALL INSTALL KBI SERIES ANTI-DRAIN VALVES ON ALL LATERALS IN AREAS WHERE SLOPE OF GRADE EXCEEDS 4:1, WHERE POST VALVE SHUT-OFF DRAINING OF THE IRRIGATION OCCURS, OR AS DIRECTED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 23. THE CONTRACTOR SHALL ONLY APPLY SUFFICIENT WATER TO PROMOTE HEALTHY GROVIITH OF PLANT MATERIAL. AT NO TIME SHALL THE CONTRACTOR APPLY WATER AT A RATE OF FREQUENCY WHICH CAUSES RUNOFF OR OVER-SATURATION OF THE SOIL. 24. THE CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO ADJACENT PAVING, WALLS OR OTHER HARDSCAPE ELEMENTS TO THE EXTENT POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS AND ADJUSTING THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING FLOW FOR EACH SYSTEM. 25. WHEN RADIUS OF SPRINKLER HEADS AS REQUIRED FOR PROPER COVERAGE IS LESS THAN RADIUS SHOWN ON LEGEND, THE CONTRACTOR SHALL EQUIP SPRINKLER HEAD WITH A PRESSURE, COMPENSATING SCIRE EN (PCS) FOR LOW FLOW AND RADIUS CONTROL. 26. USE ADJUSTABLE ARC NOZZLES FOR ALL HEADS LOCATED IN AREAS WHERE A STANDARD ARC PATTERN SPRAYS OVER ONTO ADJACENT PAVING, WALLS OR OTHER HARDSCAPE ELEMENTS. ADJUSTABLE ARC NOZZLE SHOULD HAVE THE SAME RADIUS OF THROW AS THE NOZZLE BEING REPLACED. 27. NO OVERSPRAY OR LOW HEAD DRAINAGE SHALL BE ALLOWED. 28. WHEN VERTICAL OBSTRUCTIONS (LIGHT POLES, FIRE HYDRANTS, TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, THE CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. 29. PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWING. NO SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL BE PERMITTED, BUT SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED. ALL DAMAGED AND REJECTED PIPE SHALL BE REMOVED FROM THE SITE IMMEDIATELY UPON REJECTION. 30. ALL ELECTRICAL CONTROL WIRE SHALL BE DIRECT BURIAL, #14 UL APPROVED, IN AN 18" DEEP TRENCH, INSTALLED UNDERNEATH THE MAINLINE PIPE WHEN RUN IN THE SAME TRENCH. WIRE CONNECTORS SHALL BE PENliTE OR DRI-SPLICE ONLY. EXTRA HOT WIRE-2 PER EACH GROUP OF 5 WIRES. LABEL ALL SPARE WIRES AT BOTH ENDS. COLORS FOR CONTROL WIRE SHALL BE AS FOLLOWS: A. COMMON WIRE-WHITE B. HOT WIRE· BLACK C. EXTRA COMMON WIRE, MINIMUM 3 EACH DIRECTION AND ONE TO EACH LEG OF MAINLINE FROM POC PER CONTROLLER-WHITE WITH ORANGE STRIPE (DIFFERENT STRIPE COLOR PER CONTROLLER) 31. ALL AUTOMATIC CONTROLLER PROGRAMS MUST BE SET TO OPCRATE BETWEEN THE HOURS OF 10 P.M.AND 61\.M. 32. THE ENTIRE SPRINKLER SYSTEM SHALL BE GUARANTEED BY THE CONTRACTOR AS TO MATERIAL AND WORKMANSHIP, INCLUDING THE SETTLING OF BACKFILLED AREAS AND TRENCHES FOR A PERIOD OF ONE YEAR FOLLOWING THE DATE OF FINAL ACCEPTANCE OF THE WORK. SHOULD ANY OPERATION DIFFICULTIES IN CONNCCTION WITH THE SPRIN'KLER SYSTEM DEVELOP WITHIN THE SPECIFIED GUARANTEE PERIOD, WHICH IN THE OPINION OF THE OWNER MAY BE DUE TO INFERIOR MATERIAL AND/OR WORKMANSHIP, SAID DIFFICULTIES SHALL BE IMMEDIATELY CORRECTED BY THE CONTRACTOR TO THE SATISFACTION OF THE OWNER AT NO ADDITIONAL COST. 33. THE CONTRACTOR SHALL AT ALL TIMES PROTECT HIS WORK FROM DAMAGE AND THEFT AND REPLACE ALL DAMAGED OR STOLEN PARTS AT HIS EXPENSE UNTIL THE WORK IS ACCEPTED IN WRITING BY THE OWNER. 34. THE IRRIGATION SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE AND THE MAXIMUM FLOW DEMAND SHOWN ON THE IRRIGATION DRAWINGS AT EACH POINT OF CONNECTION. THE CONTRACTOR SHALL VERIFY WATER PRESSURE IN THE FIELD PRIOR TO CONSTRUCTION TO DETERMINE IF IT IS SUFFICIENT TO OPERATE SYSTEMS AS DESIGNED. REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE PROJECT LANDSCAPE ARCHITECT. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY AT NO ADDITIONAL COST TO THE OWNER. 35. AFTER INSTALLATION OF THE IRRIGATION SYSTEM IS COMPLETED, THE CONTRACTOR SHALL PERFORM A COVERAGE TEST IN THE PRESENCE OF THE LANDSCAPE ARCHITECT TO DETERMINE IF THE IRRIGATION COVERAGE FOR PLANTING AREAS IS ADEQUATE AND COMPLETE. FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE DUE TO DEVIATIONS FROM THE PLANS OR BECAUSE DISCREPANCIES BETWEEN THE PLANS AND ACTUAL FIELD CONDITIONS WERE NOT BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. ONSITE RECYCLED AND POTABLE WATER SEPARATION REQUIREMENTS: CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT Irrigation General Notes 1. IRRIGATION PLANS ARE DESIGNED AS DIAGRAMMATIC AND APPROXIMATE. ALL IRRIGATION EQUIPMENT, SPRINKLERS AND PIPE ARE TO BE INSTALLED IN LANDSCAPED AREA. NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN HARDSCAPE. THE IRRIGATION CONTRACTOR SHALL ENSURE NO OVERSPRAY ONTO HARDSCAPE, STREETS, WALLS OR ANY OTHER HARDSCAPE I STRUCTURE. 2. MAINLINE SHOWN WITHIN PAVING FOR DRAWING CLARITY ONLY, ACTUAL MAINLINE LOCATION TO BE A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. 3. WHEN VERTICAL OBSTRUCTIONS (PROPS, STREET LIGHTS, TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING /\QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. 4. WHEN RADIUS OF SPRINKLER HEADS, REQUIRED FOR PROPER COVERAGE, IS LESS THAN RADIUS SHOWN ON LEGEND, THE CONTRACTOR SHALL EQUIP SPRINKLER HEAD WITH A RAIN BIRD "PCS" PRESSURE COMPENSATING SCREEN FOR LOW FLOW liND RADIUS CONTROL. 5. USE ADJUSTABLE ARC NOZZLES FOR ALL HEADS LOCATED IN AREAS WHERE A STANDARD ARC PATTERN OVER SPRAYS ONTO BUILDINGS, WALLS OR PAVING. ADJUSTABLE ARC NOZZLE SHOULD HAVE THE SAME RADIUS OF THROW AS THE NOZZLE BEING REPLACED. 6. OVERHEAD IRRIGATION SHALL NOT BE PERMITTED WITHIN 24 INCHES OF ANY NON-PERMEABLE SURFACE, (PER STATE ORDINANCE JIB 1881.) ABSOLUTELY NO OVERS PRAY OR LOW HEAD DRAINAGE IS ALLOWED. 7. IRRIGATION SLEEVES SHOWN FOR MAJOR STREET AND DRIVEWAY CROSSINGS FOR CLARITY ONLY. CONTRACTOR SHALL INSTALL SLEEVING BELOW ALL PAVING, HARDSCAPE, ETC. AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. 8. ALL PIPING AND WIRE SHALL BE SLEEVED UNDER PAVING. ALL SLEEVES TO BE MINIMUM 2X DIAMETER OF PIPE SLEEVES. ALL MAINLIINE SHAI_L BE ACCOMPANIED WITH A MINIMUM 2-INCH DIAMETER WIRE SLEEVE. SLEEVING TO EXTEND MINIMUM 12 INCHES BEYOND PAVING. 9. ALL LEAD WIRES TO BE #14 GAUGE, AND BLACK IN COLOR. ALL COMMON WIRE TO BE #14 GAUGE AND WHITE WITH COLORED STRIPE DIFFERING PER CONTROLLER. TWO (2) EXTRA WIRES SHALL BE PROVIDED FOR EACH GROUP OF FIVE (5) VALVES AND LOOPED IN A NEARBY VALVE BIOX WITH 2' MINIMUM COIL. 10. ALL SPRAY HEADS ADJACENT TO BUILDING SHALL BE INSTALLED A MINIMUM DISTANCE OF 12" INCHES FROM BUILDING TO AVOID OVERSPRAY ONTO BUILDING OR WINDOWS. ALL LAYOUT SHALL BE CONFIRMED IN FIELD WITH OWNER'S REPRESENTATIVE PRIOR TO COMMENCING WORK. 11. CONTROLLER LOCATION SHOWN ON THIS DRAWING IS APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE OUT THE CONTROLLER LOCATION FOR REVIEW AND APPROVAL BY THE OWNER PRIOR TO INSTALLATION OF THIS EQUIPMENT. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ELECTRICAL CONNECTION FROM 120 VOLT POWER SOURCE TO THE CONTROLLER AND ALL WIRE CONNECTIONS FROM ALL VALVES AND APPURTENANCE VALVES TO TERMINAL STRIP. REFER TO ELECTRICAL ENGINEER'S DRAWING'S FOR POWER SOURCE. ALL ELECTRICAL WORK SHALL CONFORM TO LOCAL STATE AND NATIONAL ELECTRICAL CODES AND REGULATIONS. FINAL LOCATION AND EXACT POSITIONING OF THE CONTROLLER SHALL BE DETERM1NED BY THE OWNER. MINOR MODIFICATIONS OF CONTROLLER REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR.AT NO ADDITIONAL COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO THE !INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO THE OWNER. 12. ELECTRIC CONTROL VALVES AND ISOLATION VALVE LOCATIONS ON THIS DRAWING ARE APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE OUT EACH ELECTRICAL CONTROL VALVE AND ISOLATION VALVE LOCATION FOR REVIEW AND APPROVAL BY OWNER PRIOR TO INSTALLATION OF ALL VALVES. FINAL LOCATION AND EXACT POSITIONING FOR ELECTRIC CONTROL VALVES AND ISOLATION VALVES SHALL BE DETERMINED BY THE OWNER. MINOR MODIFICATIONS OF ELECTRIC CONTROL VALVES AND ISOLATION VALVE LOCATIONS AS REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO THE OWNER. IN GENERAL, UNLESS OTHERWISE DIRECTED BY OWNER, ALL VALVES SHALL BE INSTALLED THREE FEET f'ROM EDGE OF HARDSCAPE, WALK OR CURB IN SHRUB PLANTING AREAS. 13. BACKFLOV\1 PREVENTER LOCATION SHOWN ON THIS DRAWING ARE APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE OUT THE BACKFLOW PREVENTER, AND ALL IRRIGATION APPURTENANCE LOCATION FOR REVIEW AND APPROVAL BY OWNER PRIOR TO INSTALLATION OF THIS EQUIPMENT. FINAL LOCATION AND EXACT POSITIONING OF BACKFLOV\1 PREVENTER AND ALL IRRIGATION APPURTENANCE SHALL BE IDETERMINED BY THE OWNER. MINOR MODIFICATIONS OF THE BACKFLOV\1 PREVENTER, AND ALL IRRIGATION APPURTENANCE AS REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE OWNER DIRECTED REVISION AT NO CHARGE. AB1881 WATER BUDGET CALCULATIONS (CALCULATIONS SHOW THIS PROJECT TO BE IN COMPLIANCE WITH STATE WATER ORDINANCEAB1881) (AB1881) WATER BUDGET CALCULATIONS Maximum Applied Water Allowance {MAWA) The project's Maximum Applied Water Allowance shall be calculated using this equation: MAWA c (ETo) x (0.62) x [(0.7 x LA)+ (1.0 x SLA)J Eta (Historical Evapotranspiration for Area) = ETAF(Evapotranspiration Adjustment Factor-LA)::: ETAF(Evapotranspimrion Adjustment Factor-SLA) ::: LA {Landscaped Area) ::: 42.80 0.70 1.00 36,887 ft2 0 ft2 RECYCLED WATER STANDARD PLAN NOTES 1. All work shall be done in accordance with the City of Carlsbad's Rules and Regulations 2. Drinking water fountains and designated outdoor Belting areas shall be protected against contact with recycled we~Ler spray, mist or runoff. 3, Best management practices shall be used to eliminate or control to the best possible; ponding, run-off, over-spray and misting. 4. Hose bibs are stricUy prohibited. 5. Cross-connections bt!tween recycled water lines and potable water lines are strictly prohibited. 6. No substitutions of pipe materia Is will be allowed without prior approval of the City of Carlsbad. 7. All mainline pipe shall have warning tape per Ute City of Carlsbad's Rules and Regulations. B. Hours for irrigation with recycled water are from 9:00p.m. to 6:00 a.m. The hours for irrigation with disinfected tertiary recycled water may be modified by U1e local authority. Irrigation during public use periods with disinfected tertiary recycled watar slu~ll be under the supervision of the designated user supervisor. Irrigation with water of a Jesser quality than disinfected te1tiary recycled water shall be between the hours of 9:00 p.m. and 6:00a.m. 9. Burial of all wiring and pipe shall meet the City of Carlsbad's Rules and Regulations. 10. Non-designated use areas shall be protected from contact with recycled water, wlleUter by windblown spray or by direct application through irrigation or other use. Lack of protection, whether by design, construction practice or system operation, is strictly prohibited. 11. Irrigation heads shall be relocated or adjusted to minimize or eliminate over~spraying on sidewalks, streets and non-designated use areas. 12. Recycled water quick coupling valves shall be of a type designed for use on recycled water distribution systems perthe City of Carlsbad's Rules and Regulations. 13. All appurtenances (sprinkler heads, valve boxes, etc.) on recycled water systems shall be color-coded purple per AWWA guidelines and Section 116815 of the California Health and Safety Code. 14. All irrigation pipe shall be stenciled with the warning "Non~Patable or Recycled Water'', color coded . (purple) and laid with the warning tape and stenciling oriented toward the tap of the trench per the City of Carlsbad's Rules and Regulations. 15. On new on-site systems (post meter), potable water, constant pressure recycled water and sewer lines shall be placed a minimum of four feet apart or as directed hy the prnject engineer and/or regulatory agency. Mearsurements shall be between facing surfaces, not pipe center Jines. 16. Constant pressure recycled water lines shall cross at least twelve inches below potable water lines and maintain at least twelve inches crossing SP.paration between other utilities 17. If a constant pressure rer.ycled waterline shall be installed above a potable water line or less than twelve inches below a potable waterline, then the recycled water llne shall be installed within an approved protective sleeve as per the City of Carlsbad's Rules and Regulations. 18. Developer/Contractor shall con duct a cross-connection test and coverage test as directed by the City of Carlsbad and/or the San Diego County Department of Environmental Health prior to any use of recycled water. 19. The required cross~connection inspection shall be done by either the Carlsbad Water District and/or the San Diego County Depa1tment of Environmental Health. Copies of inspection reports will be forwarded to the non-inspecting pa1ty. 20. The design proposed for racycled water "Do Not Drink" signs shall be placed as directed by the City. 21. \.Nhen recycled water becomes available, an on-site user supervisor shall be designated in writing. This individual shall be familiar with plumbing systems within the property, with the basic concepts of back flow/cross-connection protection, the recycled pUiveyor's rules and regulations and the specific requirements of a recycled water system. Copies of the desiynation, with contact,phone numbers shall be provided to the San Diego Water District. In case of emergency contact --------~~------------··----~~~~~------Name Phone Number --------------~-------------··----~--~----------Name Pholl e Number Or after hours contact 22. All public and private potable water mains including fire mains and any water wells and water courses within the recycled water project shall be shown on the plans. 23. Call out on the plans if there are or not drinking fountains and or designated outdoor eating areas on this site. 24. Educate all maintenance personnel on a continuous basis of the presence of recycled water. Personnel must be informed that recycled water is meant for irrigation purposes only, and is not approved for drinking purposes, hand washing, cleaning oftools, act. Given the high turnover rate of employees in the landscape Industry, it is important this information be disseminated on an almost daily basis. 25. A physical separation shall be provided between adjacent areas irrigated with recycled w<:~ler and potable water. Separation shall be provided by distance, concrete mOw strips or other approved methods. 26. Contact the City's Office two days prior to the irrigation coverage test and arrange a walk through of the system. Failure to comply with any or all of the above guidelines puts your system in violation of the District's Rules and Regulations, and will result in tellTlination of ser.tice until the appropriate corrective steps have been taken. 27. All pressure mainline pipe from the recycled water system shall be installed to maintain a 10 foot minimum horizontal separation from all potable water pipe. Where recycled and potable water pressure mainline pipe cross, the recycled water pipe shall be installed below the potable water crossing in a cl. 200 purple pvc sleeve which extends a minimum of 5 feet on either side of the potable water pipe. Provide a minimum vertical clearance of 12 inches. SLA (Speciai landscaped Area)" 0.62 (Conversion Factofj GUIDELINES FOR RECLAIMED WATER USE Eto ETAF LA orSLA (It') Conversion MAWA (Gallons Per Year) MAWJI for LA-42.80 X 0. 70 X 36,887 X 0.62 685,183 MAWA for SLA-42.80 X 1.00 X 0 X 0.62 0 Totals = 36,887 685,183 Maximum Applied Water Allowance (MAWJI)= 585,183 Gallons Per Year Estimated Applied Water Use (EAWU) The projec1's Es1ima1ed Applied Water Use shall be calcula1ed using this equa1ion: EAWU = (ETo) X (K L)X (LA) x 0. 62 + (IE) Eta (Historical Evapotranspiration for Area) = KL (Landscape Coefficient) LA (Landscaped Area) 0.62 (Conversion FactoJj E (Irrigation Efficiency) 42.80 Inches per Year Eto LA (ft2) Conversion IE EAWU (Gallons Per Year) Hydrazone# 1 (Shrub Drip) 42.80 X 0.40 X 1,974 X 0.62 + 0.90 23,281 Hydrazone# 2 (Shrub Rotor) 42.80 X 0.40 X 15,527 X 0.62 -!-0.75 219,74b Hydrazone# 3 (Shrub Spray) 42.80 X 0.40 X 10,091 X 0.62 . 0.71 150,859 Hydrazone# 4 (Shrub Rotary) 42.80 X 0.40 X 9,295 X 0.62 + 0.75 131,548 Totals -36,887 525,434 Estimated Applied Water Use (EAWU) = 525,434 Gallons Per Year The following guidelines are intended to provide the basic parameters for the use of reclaimed water in landscape irrigation. To operate your system in compliance with these guidelines you must: 1. lnrigate between the hours of9:00 p.m. and 6:00a.m. only. Watering outside this time frame must be done manually with qualified supervisory personnel o.n-site. No system shall at any time be left unaHended during use outside the normal schedule. 2. Inrig ate in a manner that will minimize runoff pooling and ponding. The application rate shall not exceed the infiltration rate of the soil. Timers must be adjusted so as to be compatible with the lowest soli Infiltration rate present. This procedure rilay be facilitated by the efficient scheduling of the automatic c10ntrol clocks, (I.e. employing the repeat function to break up the total irrigation time into cycles that will promote maximum soil absorption). 3. Adjust spray heads to eliminate overs pray into areas not under the control of the customer. For example, pool decks, private patios, streets and sidewalks. 4. Monitor and maintain the system to minimize equipment and material failure. Broken sprinkler heads, leaks, unreliable valves, etc., should be repaired as soon as they become apparent 5. E due ate all maintenance personnel, on a continuous basis, of the presence of reclaimed water, and the fact that it is not approved for drinking purposes. Given the high tum over rate of employees in the landscape industry, it is important that this information be disseminated on an almost daily basis. It is y:ou, the landscape contractor, who is responsible for educating each and every one of your employees. 6. Obtain prior approval for all proposed changes and modifications to any on-site facilities. Such changes must be submitted to, and approved by, the D istJ,"ict Engineering office and designed in accordance with District standards. F.ailure to comply with any or all of the above guidelines puts your system in violation Of the District's Rules Qnd Regulations and will result in termination olfservice until U1e appropriate corrective steps have been taken. FOR LANDSCAPE IRRIGATION PLAN-SEE SHEET 5 FOR LANDSCAPE IRRIGATION LEGEND-SEE SHEET 6 FOR LANDSCAPE IRRIGATION NOTES-SEE SHEET 7 FOR LANDSCAPE IRRIGATION DETAILS-SEE SHEETS 8-11 FOR LANDSCAPE SPECIFICATIONS-SEE SHEETS 14-18 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILr I SH;ET II CITY OF CARLSBAD PIJ.NNING DEPARTMENT IISHE1~81 HORIZONTAL SEPARATIONS: THE PRESSURIZED RECLAIMED WATER PIPING SHALL MAINTAIN/\ (10) FOOT HORIZONTAL SEPARATION AT ALL TIMES FROM ALL POTABLE WATERPIPINGAND/ORA PARALLEL SANITARY SEWER SYSTEM. IF A 10-FOOT HORIZONTAL SEPARATION IS NOT POSSIBLE, SPECIAL CONSTRUCTION REQUIREMENTS SHALL BE CONSIDERED, REFER TO DISTRICT STANDARDS. COMMON TRENCH CONSTRUCTION IS PROHIBITED. WARE MALCOMB REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. LANDSCAPE IRRIGATION NOTES VERTICAL SEPARATIONS: THE PRESSURIZED RECLAIMED WATER PIPING SHALL MAINTAIN A MINIMUM OF ONE FOOT VERTICAL SEPARATION AT ALL TIMES FROM ALL PRESSURIZED POTABLE WATER PIPING AND/OR A SANITARY SEWER SYSTEM. THE PRESSURIZED RECLAIMED WATER PIPING SHALL BE INSTALLED ONE FOOT BELOW ALL PRESSURIZED POTABLE WATER PIPING ONE FOOT ABOVE ALL SANITARY SEWER SYSTEMS. IF A ONE FOOT VERTICAL SEPARATION IS NOT POSSIBLE, SPECIAL CONSTRUCTION REQUIREMENTS SHALL BE CONSIDERED. REFER TO DISTRICT STANDARDS. Leading Design for Commercial Real Estate archirecture planning interlono graphics sire development 6363 greenwich dr. ste. 175 san diego. rnlifumia 92122 p 858.638.7277 f 858.638.7506 J. : . .- !'\ E p E CTS 8841 Research Drive Suite 200 lrvir.e, CA 92518 Tel 949 38 7 1323 www. ridgela.com LA. EXP. REVIEWED BY: INSPECTOR DATE DATE LA POSADA DE GUADALUPE MEN'S SHELTER f---+-+------------------+----11 APPROVED I f---+-4---------------------------+-----l~.~p~~U~"~N1:N~I=N~G~-~-~-=-=-=-=-~-=-~-=-=-~-~-=-~-~-~-=-=-u--==~D~AT~E~==~==· DWN BY LA I PROJI!CT NO. II DRAWINO NO. I REVISIONS APP'D CHKD BY RS r1rLD BY XX XX . DATE BY DESCRIPTION • "1 - WHITE -10 PIPE DIAMETERS -.I:ELNOs""bR 1--5 PIPE DIAMETERS ---.. DIMENSION 'A' DIMENSION '8' -------NO VALVES, REDUCERS, -----OR ELBOWS IN THIS !AREA LEGEND: 1. PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN PURPLE COVER, USE STAINLESS SOL T NUT AND WASHER. HEAT BRAND "FS" ONTO LID. 2. FLOW SENSOR-SEE LEGEND FOR SIZE AND TYPE. 3. PVC MAINLINE-SIZE PER FLOW SENSOR, LENGTH AS REQUIRED 4. NOMINAL SIZE SOLID BRICK (4 REQUIRED, ONE AT EACH CORNER). 5. LANDSCAPE FABRIC. 6. PEA GRAVEL-MINIMUM 4" DEPTH. NOTES: EXAMPLE: FOR 1.5' fl0111\1 SENSOR: DIMENSION (A)-MINIMUM115' DIMENSION (B)= MINIMUM17.5" 7. (PURPLE) PVC MAINLINE TO MASTER VALVE -SEE LEGEND FOR TYPE, SIZE PER PLAN. 8. SCH 80 REDUCER COUPLING-SIZE PER MAINLINE AND FLOW SENSOR (2 REQUIRED). 9. 1" SCH 40 PVC WIRE CONDUIT WITH SWEEP ELBOW TO CONTROLtER LOCATION. 10. FINISHED GRADE. SET TOP OF VALVE BOX )','• ABOVE GRADE IN TURF AREAS AND 1-112" ABOVE GRADE IN SHRUB I GROUNDCOVER AREAS. 11. EPOXY-FILLED WATERPROOF CONTROL WIRE CONNECTIONS-SEE LEGEND FOR TYPE. PROVIDE MINIMUM 24" WIRE EXPANSION COILS AT FLOW SENSOR. 12. CHRISTY'S RECYCLED WATER WARNING TAG. A. INSTALL FLOW SCNSOR PER MANUFACTUR'S RECOMMENDATIONS. B. USE SCH. BD PVC 45 DEGREE ELLS TO TRANSITION TO MAINLINE DEPTH. C. INSTALL FLOW SENSOR CABLE WITHIN 1" SCH 40 PVC CONDUIT AND WIRE TO CONTROLLER. D. USE SCH 80 PVC FITTINGS. . E. SET TOP OF VALVE BOX 112" ABOVE FINISHED GRADE IN TU:RF AREAS AND 1-1/2" ABOVE FINISHED GRADE IN GROUND COVER AND SHIRUB AREAS. SECTION VIEW LEGEND 1. FINISHED GRADE IN TURF AREAS 2. PLASTIC RECTANGULAR VALVE BOX WITH LOCKING COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "BS" ONTO LID. 3. FINISHED GRADE IN SHRUB AREAS 4. BASKET STRAINER, SEE LEGEND FOR SPECIFICATION 5. BRASS NIPPLE TYP. 6. FLANGED CONNECTIONS NOTES: A. USE SCH 80 PVC FITTINGS. 7. PVC MAINLINE TO MASTER VALVE, PIPE PER SPECS. 8. 3/4" ROCK, 2 CUBIC FT. 9. BRICK SUPPORTS LANDSCAPE FABRIC 11. PVC MAINLINE FROM P.O C. 12. PVC SCH 80, 45 DEGREE ELL -TYP. (FOUR REQUIRED). 13. RECYCLED WATER WARNING TAG B. SET TOP OF VALVE BOX )!!"ABOVE FINISHED GRADE IN TURF AREAS AND 1-1/2" ABOVE FINISHED GRADE IN GROUNDCOVERAND SHRUB AREAS. C INSTALL 45 DEGREE ELLS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION ABOVE MAINLINE DEPTH. CAUTION: IF THIS SHEE;T IS NOT 24"x36" IT IS A REDUCED PRINT NOTES: 1----{1 :::;;;;.-------<® HF~---{7 ------{8 SECTION VIEW LEGEND: 1. SHRUB ADAPTER SPRAY HEAD- SEE LEGEND FOR SPECIFICATIONS 2. SPRING-TYPE ANTI-DRAIN VALVE. 3. RE-BAR STAKE -#4 X 30" LENGTH. 4. VANDAL-PROOF STAINLESS STEEL CLAMP-USE IN 3 PLACES. 5. FINISHED GRADE. 6. UNDISTURBED SOIL. 7. ULTRA-VIOLET RESISTANT SCH 40 PVC PIPE· LENGTH AS REQUIRED. B. SCH 40 PVC THREAD ED COUPLING. 9. PRE-ASSEMBLED TRIPLE SWING JOINT. HUNTER SJ SERIES (OR APPROVED EQUAL). SIZE AS PER SPRINKLER OUTLET. 10. SCH 40 PVC SxSxT TEE FITTING- LATERAL SIZE x SPRINKLER INLET SIZE. 11. LATERAL LINE-SEE SPECIFICATIONS FOR TYPE AND DEPTH REQUIRED. A. INSTALL SPRINKLER HEADS 12" FROM FENCES, WALLS, OR BUILDINGS. B. DO NOT INSTALL SPRINKLER HEAD WITHIN 36" OF PAVING, CURBS, OR TURF EDGES. C. INSTALL SPRINKLER HEADS PLUMB. ADJUST SPRAY TO COVER LANDSCAPE AREA WITHOUT OVERS PRAY ONTO PAVING, FENCES, WA.LLS, OR BUILDINGS . SECTION VIEW NOTES: LEGEND: 1, POP-UP SPRAY HEAD -SEE LEGEND FOR TYPE. 2. FINISH GRADE. INSTALL HEAD )1" ABOVE GRADE IN TURF AREAS AND 1" ABOVE GRADE IN SHRUB AREAS. 3. APPROVED BACKFILL. 4. MANUFACTURED SWING JOINT- HUNTER SWING JOINT MODEL #SJ-512 OR RAIN BIRD MODEL #SA-125050. 5. SCH 80 PVC TEE-SxSxT OR ELL-SxT. 6. (PURPLE) PVC LATERAL LINE PIPE- SEE LEGEND FOR TYPE, SEE PLANS FOR SIZE 7. PURPLE COVER. A. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. B INSTALL SPRINKLER HEADS 24" FROM ANY NON-PERMEABLE SURFACE. C. INSTALL SPRINKLER HEADS MINIMUM 12" FROM ALL BUILDINGS AND WALLS. D. INSTALL SPRINKLER HEADS PLUMB. E. ADJUST SPRAY OR NOZZLE STREAM TO COVER LANDSCAPE AREA WITHOUT OVERS PRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS. F. USE TEfLON TAPE ON THREADED fiTTINGS, TYPICAL. G. DO NOT SCALE DRAWINGS. h. DO NOT USE SIDE INLET. ~ ~ ~ ~ a ~ Ill ~ ili ~--F-l_Q_VV __ S __ E_N_S_Q_R ________________ N_o_T_To~s-cA-LE-+~-8-A_S __ K_E_T_S_T __ R_A_IN __ E_R _____________ No_T_To_s_cA-LE-+~-R--Q_T_Q_R __ H_E_A __ O_Q __ N_R __ IS_E_R _________ No_T_To_s_c_AL-E4~~A=-P--0-P---U-P_S __ P_R_I_N_K_l_E_R _____________ No_T_To_s_cA-L~E : ~~~----------------------------------------------------------------~~~----------------------------------------------------------------~~~----------------------------------------------------------------~~~-------------------------------------------------- i SECTION VIEW LEGEND: 1. FINISHED GRADE. 2. SCH 80 PVC NIPPLE· LENGTH AS REQUIRED. 3. SCH 80 PVC UNION. 4. SCH 80 PVC REDUCER BUSHING, SxT, SIZE AS REQUIRED (QTY. 2 REQUIRED). 5. PVC MAINLINE-DEPTH PER SPECS. 6. 45 DEGREE ELBOW, SCH 80 FITTINGS SHALL BE USED TO RAISE MAINLINE FOR BALL VALVE WITHIN 12" OF FINISHED GRADE. (QTY. 4 REQUIRED) 7. NOMINAL SIZE SOLID BRICK (QTY. 4 REQUIRED -ONE AT EACH CORNER OF VALVE BOX). NOTES: • .., - 8. LANDSCAPE FABRIC. 9. PEA GRAVEL-MINIMUM 4" DEPTH. 1 D. BALL VALVE-SEE LEGEND FOR TYPE. INSTALL SHUTOFF HANDLE PERPENDICULAR TO BOX LID. 1 1. RECYCLED VVIATER WARNING TAG. 12. PLASTIC RECTANGULAR VALVE BOX WITH LOCKING PURPLE COVER WITH STAINLESS STEEL BOLT AND WASHER. HEAT BRAND "BV" ONTO LID A. SCH 80,45 DEGREE ELBOW FITTINGS, SHALL BE USED TO RAISE MAINLINE WITHIN 12" OF FINISHED GRADE. (FOUR REQUIRED) B. PLACE VALVE BOX IN GROUNDCOVER AND SHRUB AREAS WHENEVE:R POSSIBLE. C. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. D. VALVE BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE. INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE -INSTALL VALVE CENTERED IN BOX. E. BOL TDOWN VALVE BOX COVER WITH STAINLESS STEEL BOLT AND WASHER. F. ALL MAINLINE AND VALVE FITTINGS SHALL BE SCHEDULE 80 FITTINGS. • SECTION VIEW LEGEND: 1. PVC MAINLINE FROM BACKFLOW DEVICE. SEE LEGEND FOR TYPE, DEPTH PER SPECIFICATIONS. 2. PVC SCH 80,45 DEGREE ELL-TYP. (4 REO.). 3. PEA GRAVEL· MINIMUM 4" DEPTH. 4. NOMINAL SIZE SOLID BRICK (4 REQUIRED· ONE AT EACH CORNER OF VALVE BOX). 5. LANDSCAPE FABRIC. 6. PVC MAINLINE TO FLOW SENSOR. SEE SPECIFICATIONS AND TRENCHING DETAIL FOR MAINLINE DEPTH. 7. SCH BO PVC NIPPLE-LENGTH AS REQUIRED (3 REQ.) B. SCH. 80 PVC UNION 9. FINISHED GRAll E. SET TOP OF VALVE BOX }!;"ABOVE FINISHED GRADE IN TURF AREAS, AND 1-112" IN SHRUB I GROUND COVER AREAS. 10. CHRISTY'S RECYCLED WATER WARNING TAG AND VALVE STATION# I. D. TAG ATTACHED TO VALVE BONNET BOLT. 11. PLASTIC RECTANGULAR VALVE BOX WITH LOCKING COVER , USE STAINLESS BOLT, NUT, AND WASHER_ HEAT BRAND "MV" ONTO LID. 12. EPOXY -FILLED WATERPROOF CONTROL WIRE CONNECTIONS. SEE LEGEND FOR TYPE. PROVIDE MINIMUM 24" WIRE EXPANSION COILS AT VALVE. 13. SCH BO PVC FEMALE ADAPTER (2 REQ.) 14. PVC SCH 80 UNION (VALVE SIZE) WITH REDUCING BUSH IF REQUIRED. 15. MASTER CONTROL VALVE. SEE LEGEND FOR TYPE. NOTES: A. USE SCH 80 PVC FITTINGS. B. SET TOP OF VALVE BOX )':;"ABOVE FINISHED GRADE IN TURF AREAS AND 1-112" ABOVE FINISHED GRADE IN GROUNDCOVER AND SHRUB AREAS. C. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. D. INSTALL 45 DEGREE ELLS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION ABOVE MAINLINE DEPTH. SECTION VIEW NOTES: LEGEND: 1. R/P DEVICE· SEE LEGEND FOR SIZE AND TYPE. 2. BACKFLOW ENCLOSURE MOUNTED ON CONCRETE PAD, SECURED WITH PADLOCK. 3. PRESSURE REGULA TOR-SEE LEGEND FOR TYPE. 4. BRASS UNION. 5. BRASS ELL (TYP). 6.. SCH BO PVC NIPPLE-6" MINIMUM. 7. MAINLINE TO MASTER VALVE. B. SCH BO FEMALE ADAPTER. 9. MAINLINE FROM METER. 1D. 12"x12"x12" CONCRETE THRUST BLOCKS- TWO REQUIRED. 11. CONCRETE SLAB-SEE NOTE BELOW. 12. BRASS FULL-rORT BALL VALVE, LINE SI7E. 13. BRASS RISER· LENGTH AS REQUIRED, 5 REQ. 14. WYE STRAINER-SEE LEGEND FOR TYPE. 15. BRASS BALL VALVE. A. CONCRETE SLAB SHALL BE MINIMUM 4" THICK, 1B" WIDE, AND EXTEND MINIMUM 8" PAST THE BACKFLOWASSEMBLY PIPING. B. IF BACKFLOW ENCLOSURE IS SPECIFIED IN THE LEGEND, THE CONCRETE SLAB SHALL BE THE SIZE REQUIRED BY THE MANUFACTURER. 12" MINIMUM ORAS SITE REQUIRES NOTES: SECTION VIEW LEGEND: 1. SPRINKLER NOZZLE-SEE LEGEND FOR SPECIFICATIONS. 2. PRESSURE REGULATING SHRUB ADAPTER-SEE LEGEND FOR SPECIFICATIONS. 3. ULTRA-VIOLET RESISTANT 112" SCH 40 PVC PIPE MPT RISER- LENGTHS AS REQUIRED. 4. PURPLE RECYCLED WATER WARNING LABEL, CHRISTY'S RISER MARKER MODEL #1500. 5. FINISHED GRADE. 6. UNDISTURBED SOIL. 7. SWING JOINT TO BE 2 MARLEX STREET ELL'S AND 1 PVC SCH 40 ELL-TxT-LAY LENGTH TO BE 6" MINIMUM. SIZE AS PER SPRINKLER OUTLET. B. SCH 40 PVC SxSxT TEE FITTING- LATERAL SIZE x SPRINKLER INLET SIZE. 9. (PURPLE) LATERAL LINE· SEE SPECIFICATIONS FOR TYPE AND DEPTH REQUIRED. A. INSTALL SPRINKLER HEADS 12" FROM fENCES, WALLS, OR BUILDINGS. B. DO NOT INSTALL SPRINKLER HEAD ON RISER WITHIN 36" OF PAVING, CURBS, OR TURF EDGES.· C. BACKFLOW PREVENTION DEVICE ASSEMBLY SHALL BE INSTALLED IN ACCORDANCE TO C. INSTALL SPRINKLER HEADS PLUMB. ADJUST SPRAY TO COVER LANDSCAPE AREA WITHOUT " GOVERNING CODES AND ORDINANCE. OVERS PRAY ONTO PAVING, FENCES, WALLS, OR BUILDINGS. II! D. WRAP SUBSURFACE BRASS PIPING WITH 10 MILL UPC PIPE WRAP. b E. PROVIDE 6" CLEARANCE ALL AROUND ENCLOSURE. Sl<DPE TO DRAIN AWAY AND FINISH D. IRRIGATION HEADS WITH POTENTIAL FOR LOW IIEAD DRAINAGE PROBLEMS FROM LATERAL z WITH 114" ROUND OVER. LINES SHALL BE EQUIPPED WITH ABOVE GRADE SPRING TYPE ANTI-DRAIN VALVES. ~ F. INSTALL ACCORDING TO MANUFACTURER'S INSTRUCTIIONS. PROVIDE ADEQUATE ilj CLEARANCE FOR MAINTENANCE. " ~~------------------------------------------4-~-------------------------------------------+~------------------------------------------~~~------------------------------------------~f WARE MALCOMB Leading Design for Commercial Real Estate atthitecture planning interiun~ graphics site development 6363 gree.n:wich dr. ste. 175 san diego. cali£omla. 92122 p 858.638.7277 f 858.638.7506 FOR LANDSCAPE IRRIGATION PLAN-SEE SHEET 5 FOR LANDSCAPE IRRIGATION LEGEND-SEE SHEET 6 FOR LANDSCAPE IRRIGATION NOTES-SEE SHEET 7 ,-------------------------------------------------1 r I ~ ~- [A~• I I G E LAN CAPE ARCHil ECTS • 8841 Research Drwe "AS-BUlL T" LA. EXP. REVIEWED BY: FOR LANDSCAPE IRRIGATION DETAILS-SEE SHEETS 8-11 FOR LANDSCAPE SPECIFICATIONS-SEE SHEETS 14-18 DATE REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ~I CllY OF CARLSBAD PLANNING DEPARTMENT LANDSCAPE IRRIGATION DETAILS II SHE1~181 LA POSADA DE GUADALUPE MEN'S SHELTER 1---~-1-------------------------------1----~IAPP~ovro Suite 200 1----1--+-----------------+----lt.:"P;LA~=N"~N~~I"N:fG;;;;;;;;;;;;;;;;;;;;;;;=~D~AT~E~;;;;;;;;~ Irvine, CA 92618 r DRAWING! NO. ~ I Tel 949 3871323 DATE BY DESCRIPTION APP"D DWN BY_---::LA'::----PROJECT NO. II www.ridgela.com CHKD BY_.:..;R.::.S___ XX L. ............................................................................................................ .JL. .................................. .JL. ................ ~::::::::::~--~IN:S~PE=C~TO~~~ ................ .:DA~T~E .... .L ................ ~R==E~V~I~S:I~()~N:!S~----------------~n~E~LD~BY~~~~~;;;;;;;;;;;;~;;;;;;X;X;;;;;;~ ~ LEGEND: 1. ROAD PAVING. 2. UNDISTURBED SOIL. 3. SAND BACKFILL. 4. "PURPLE" RECYCLED WATER SCHEDULE BO PVC PIPE. 5. "PURPLE" RECYCLED WATER B" DIAMETER OR GREATER SCH 80 PVC PIPE. 6. WIRE SLEEVE NOTES: SECTION VIEW 7. "PURPLE" RECYCLED WATER 6" DIAMETER OR GREATER SCH 40 PVC PIPE. B. "PURPLE" RECYCLED WATER 3" -5-112" DIAMETER SCH 40 PVC PIPE. 9. "PURPLE" RECYCLED WATER LESS THAN 3" DIAMETER SCH 40 PVC PIPE. 10. 12" CLEAN COMPACTED BACKFILL. 11. PAVING (NON-ROAD). 12. TWO 3" WIDE. PURPLE RECYCLED WATER, DETECTIBLE METALLIC MARKING TAPES. A. SLEEVES UNDER PAVING (NON-ROADS) SHALL BE TWICE THE DIM~ETER OF THE PIPE OR WIRE BUNDLE CARRIED. LESS THAN 3" DIAMETER= 18" COVER, 3"- 5-112" DIAMETER= 24" COVER, B" DIAMETER OR GREATER= 3B" CO'VER- "PURPLE" RECYCLED WATER SCH 40 PVC PIPE. B. SLEEVES UNDER ROADS SHALL BE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED. 6" DIAMETER OR LESS= 36" COVER, 6" DIAMETIER OR GREATER= 4B"COVER-"PURPLE" RECYCLED WATER SCH 40 PV'C PIPE. SLEEVE INSTALLATION LEGEND: SECTION I ELEVATION 1. HARDSCAPE DR PAVING. 2. SAND BACKFILL. 3. NOMINAL SIZE SOLID BRICK SUPPORTS (3 MINIMUM REQUIRED, DISTRIBUTED EVENLY AROUND BOX). NOT TO SCALE 4. PVC PURPLE "ALERT-LINE" WITH WORDS "RECYCLED WATER-DO NOT DRINK" SLEEVES-SEE LEGEND FOR TYPE. 5. PVC PURPLE "ALERT -LINE" WITH WORDS "RECYCLED WATER-DO NOT DRINK" SLEEVED PIPE OR WIRE BUNDLE. 6. UNDISTURBED SOIL 7. SEE SPECIFICATIONS AND TRENCHING DETAIL FOR DEPTH. 8. FINISHED GRADE. 9. 6" PURPLE PLASTIC ROUND VALVE BOX AND LID. HEAT BRAND WITH "SLV" AND "RECYCLED WATER" ONTO LID. NOTES: A SLEEVE MARKERS SHALL BE INSTALLED FOR ALL SLEEVE CROSSINGS 8 FEET AND GREATER. B. SLEEVE TO BE MINIMUM TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED-MINIMUM SIZE OF SLEEVE 2" DIAMETER. C. SLEEVE MARKER BOX TO BE CENTERED OVER END OF SLEEVE AT BOTIH SIDES OF CROSSING. D. AVOID I·IEAVILY COMPACTING SOIL AROUND VALVE BOXES TO PREVENT COLLAPSE AND DEFORMATION OF VALVE BOXES. E. SET TOP OF VALVE BOX 112" ABOVE FINISHED GRADE IN TURF AREAS AND 1-112" ABOVE FINISHED GRADE IN GROUND COVER AND SHRUB AREAS. F. ALL SLEEVE CROSSING LOCATIONS SHALL BE DIMENSIONED AT BOTH ENDS AND SIZE OF SLEEVES SHOWN ON AS-BUILT RECORD DRAWINGS. SLEEVE MARKER NOT TO SCALE CD . 0 - SECTION VIEW 18" LEGEND: 1. BUILDING WALL, VERIFY EXACT LOCATION INFIELD. 2. WALL-MOUNT CONTROLLER-SEE LEGEND FOR SPECIFICATIONS. 3. 1" PVC CONDUIT WITH SWEEP ELL FOR MASTER CONTROL VALVE WIRES. 4. 3" PVC CONDUIT WITH SWEEP ELL FOR DIRECT BURIAL CONTROL WIRES. 5. 1" PVC CONDUIT WITH SWEEP ELL FOR FLOW SENSOR CABLE. SECTION VIEW INLET 1-1J:!"FP'f--j-~.J '50-PESB 1-11;1" RC<V--t--t---' CAUTION: .......ii-----i-----C<ON1ROLZON[KIT· RAIN BIRC· XCZ-PRB-150-CQ\11 (INCLU!.JLS 1·112"PESBVALVE, (2)QKCI-IK PRESSURE REGU.A TING 1" BAS.<ET FILTERS, USE FOR llF:MANilS 16 GPM AND GR=.ATER USE XCZ-PRB-100-COM, (1") CONTROL ZONE KIT FOR DEMANDS LESS THAN 16 GPM USE XCZ-PRB-150-COM, (1-112") CONTROL ZONE KIT FOR DEMANDS 1B GPM AND GREATER LEGEND: 1. CONTROL WIRES WITH EPOXY-FILLED CONNECTIONS-PROVIDE 24" COIL OF WIRE AT VALVE. 2. REMOTE CONTROL VALVE-SEE LEGEND FOR TYPE. 3. BASKET FILTER. 4. PVC SCH 40 MALE ADAPTER. (2 REO. FOR 1" VALVE) (4 REQ .. FOR 1-112"VALVE) 5. PVC SCH 80 UNION (1 REQ. FOR 1" VALVE) (2 REO. FOR 1-112"VALVE) IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT SECTION VIEW LEGEND: 1. REMOVABLE QUICK COUPLER KEY ASSEMBLY CONNECTION. KEY MUST CLEAR VALVE BOX, AS SHOWN. 2. 10" PLASTIC ROUND VALVE BOX. HEAT BRAND "QCV" ONTO LID. 9. PVC MAINLINE-SEE LEGEND FOR TYPE. 10. PVC SCH BO TEE OR ELL 11. BRASS NIPPLE, 6" MINIMUM LENGTH B. 1" PVC CONDUIT WITH SWEEP ELL FOR GROUND ROD CABLE.(1) %"X 8' COPPER GROUND ROD MINIMUM WI #10 GROUND WIRE AND CLAMP. INSTALL INSIDE A 10" ROUND VALVE BOX -GROUND ROD TO BE LOCATED WITHIN 15' OF CONTROLLER. CONTRACTOR SHALL INSTALL ACTUAL GROUNDING EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. 6. PVC SCH 80 NIPPLE-LENGTH AS REQUIRED, TYPICAL 7. PLASTIC RECTANGULAR VALVE BOX WITH "RCV" HEAT -BRANDED ONTO LID. 8. FINISHED GRADE-SET TOP OF VALVE BOX ,Y.i" ABOVE GRADE IN TURF AREAS AND 2" ABOVE GRADE IN SHRUB I GROUND COVER AREAS. 9. PVC LATERAL LINE TO DRIP SYSTEM. 3. FINISHED GRADE. 4. RECYCLED WATER TAG. 5. STAINLESS STEEL CLAMP -2 REQUIRED. 5. PEA GRAVEL-MINIMUM 4" DEPTH. 12. NOMINAL SIZE SOLID BRICK SUPPORTS (3 MINIMUM REQUIRED-SPACED EQUALLY). 13. BRASS ELL-2 REQUIRED. 14. BRASS NIPPLE, LENGTH AS REQUIRED 10. NOMINAL SIZE SOLID BRICK-4 REQUIRED, ONE AT EACH CORNER OF VALVE BOX. 11. PEA GRAVEL-MINIMUM 4" DEPTH. 12. LANDSCAPE FABRIC. 13. PVC SCH BO NIPPLE (2" LENGTH, HIDDEN) AND PVC SCH 40 ElL. 7. FINISHED GRADE I BUILDING FLOOR, COORDINATE CONDUIT ROUTING. B. RIGID 1" ELECTRICAL CONDUIT. 9. 120 VOLT POWER SUPPLY IN J-BOX. 10. "ET" SOLAR SYNC MODULE. 11. 2" GALVANIZED MOUNTING PIPE 7. LANDSCAPE FABRIC. 8. #4 REBAR-36" MINIMUM LENGTH. NOTES: 15. QUICK COUPLING VALVE WITH LOCKING COVER-SEE LEGEND FOR TYPE. A. USE SCH. 80 PVC 45 DEGREE ELLS TO TRANSITION TO MAINLINE DEPTH. 12. "ET" i RAIN SENSOR MOUNTED ON POLE. VERIFY EXACT SENSOR LOCATION IN FIELD WITH OWNER. 14. PVC MAINLINE-DEPTH PER SPECIFICATIONS. 15. PVC SCH BO NIPPLE. (LENGTH S REQUIRED) 15. PVC SCH 80 ELL B. SET TOP OF VALVE BOX 1-112" ABOVE FINISHED GRADE IN MULCH OR GROUNDCOVER I SHRUB AREAS, SET i!1" ABOVE FINISHED GRADE IN TURF AREAS. 13. 2" GALVANIZED PIPE CAP. 14. ELECTRICAL CONDUIT FROM ET SYSTEM SENSOR TO "ET" SYSTEM MODULE. 17. CHRISTY'S RECYCLED WATER WARNING TAG AND VALVE SlfATION # I.D. TAG ATTACHED TO VALVE BONNET BOLT. C. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL WALL-MOUNT CONTROLLER NOT TO SCALE SECTION VIEW DIMENSION A B 314" TO 3" IN SIZE 12" 18" 4" TO 6" IN SIZE 18" 24" LEGEND: 1. FINISHED GRADE. 2. CLEAN COMPACTED BACKFILL. 3. UNDISTURBED SOIL 4. "PURPLE" RECYCLED WATER PVC LATERAL LINE-SEE LEGEND FOR TYPE. 5. "PURPLE" RECYCLED WATER PVC MAINLINE -SEE LEGEND FOR TYPE. 6. CONTROL WIRES. NOTES: A. LINES MUST HAVE MINIMUM CLEARANCE OF 4" FROM EACH OTHER AND 24" FROM OTHER TRADES. B. RUN WIRING UNDER MAINLINE. TAPE AND BUNDLE@ 10' D.C. C. TIE A 24" LOOP IN ALL WIRING AT CHANGES IN DIRECTION. D. CONTRACTOR MUST ADJUST MAINLINE AROUND ALL STREET LIGHT LOCATIONS. PIPE INSTALLATION WARE MALCOMB Leading Design for Commercial Real Estate architecture planning interiors graphiCs site development 6363 greenwich dr. S(e, 175 san diego. callfomla 92122 p 858.638.7277 f 858.638.7506 NOT TO SCALE R I D G E LANDSCAPE ARCHITeCTS 8841 Research Dri'e Suire zoo Irvine, CA 92518 Tel 949 38 7 1323 www .ridgEia.com DRIP REMOTE CONTROL VALVE NOTTOSCALE 1. RECTANGULAR VALVE BOX, TYPICAL 2. APPROPRIATE STATION NUMBER HEAT-BRANDED ONTO VALVE BOX LID. 3. "RCV" HEAT-BRANDED ONTO VALVE BOX LID. 4. PLASTIC RECYCLED WATER WARNING PLATE, BOLT TO COVER 5. ROUND QUICK-COUPLING VALVE BOX, TYPICAL 6. EDGE OF WALK, FENCE, CURB, ETC. NOTES: A. CENTER VALVE BOX OVER VALVE TO FACILITATE SERVICING OF VALVE. B. SET VALVE BOXES 1-112" MAXIMUM ABOVE GRADE IN MULCH OR GROUNDCOVER! SHRUB AREAS,SET ):1" ABOVE FINISH GRADE IN TURF AREAS C. SET VALVE BOX AND VALVE ASSEMBLY IN GROUNDCOVER I SHRUB AREAS WHERE POSSIBLE. INSTALL IN TURF ONLY IF THERE IS NO ADJACENT GROUNDCOVER. D. SET VALVE BOXES PARALLEL TO ONE ANOTHER AND PERPENDICULAR TO EDGE. E. AVOID HEAVY COMPACTION OF SOIL AROUND VALVE IBOXES TO PREVENT THEIR DEFORMATION I COLLAPSE. VALVE BOX LAYOUT NOT TO SCALE QUICK COUPLER VALVE NOT TO SCALE SECTION VIEW LEGEND: 1. PURPLE "RECYCLED WATER" PVC LATERAL LINE PIPE. SEE SPECIFICATIONS. 2. PVC SCH 40,45 DEGREE ELL-TYP.(2X). 3. PEA GRAVEL-MINIMUM 4" DEPTH. 4. NOMINAL SIZE SOLID BRICK (4 REQUIRED-ONE AT EACH CORNER OF VALVE BOX). 5. LANDSCAPE FABRIC. B. PURPLE "RECYCLED WATER" PVC MAINLINE. SEE LEGEND FOR TYPE, DEPTH PER SPECIFICATIONS. 7. PVC SCH 80 TEE OR ELL ON MAINLINE OR MANIFOLD. B. SEE SPECIFICATIONS AND TRENCHING DETAIL FOR MAINLINE DEPTH. 9. SCH 80 PVC NIPPLE-LENGTH AS REQUIRED (3 REQUIRED). 10. SCH 80 PVC THREADED ELL. 11. FINISHED GRADE. SET TOP OF VALVE BOX )t,'' ABOVE FINISHED GRADE IN TURF AREAS, AND 1-112" IN SHRUB! GROUND COVER AREAS. 12. CHRISTY'S RECYCLED WATER WARNING TAG AND VALVE STATION# I. D. TAG ATTACHED TO VALVE BONNET BOLT. 13. PLASTIC RECTANGULAR VALVE BOX WITH LOCKING PURPLE COVER , USE STAINLESS SOL T, NUT, & WASHER. HEAT BRAND "RCV" & CONTROLLER STATION NUMBER ONTO LID. 14. EPOXY-FILLED WATERPROOF CONTROL WIRE CONNECTIONS. SEE LEGEND FOR TYPE. PROVIDE MINIMUM 24" WIRE EXPANSION COILS AT VALVE. 15. SCH 80 PVC FEMALE ADAPTER 16. PVC SCH 80 UNION (VALVE SIZE) WITH REDUCING BUSH IF REQUIRED. 17. REMOTE CONTROL VALVE. SEE LEGEND FOR TYPE. 18. SCH 80 PVC RISER-LENGTH AS REQUIRED. 19. PRESSURE REGULATOR, IF SPECIFIED NOTES: A. USE SCH 80 PVC FITTINGS ON UPSTREAM PRESSURE SIDE OF VALVE. B. USE SCH 40 PVC FITTINGS ON NON-PRESSURE SIDE OF VALVE. C. SET TOP OF VALVE BOX /,"ABOVE FINISHED GRADE IN TURF AREAS AND 1-112" ABOVE f'INISHED GRADE IN GROUNDCOVER AND SHRUB AREAS. D. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. E. INSTALL 45 DEGREE ELLS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION ABOVE LATERAL LINE DEPTH. REMOTE CONTROL VALVE NOT TO SCALE FOR LANDSCAPE IRRIGATION PLAN-SEE SHEET 5 FOR LANDSCAPE IRRIGATION LEGEND-SEE SHEET 6 FOR LANDSCAPE IRRIGATION NOTES-SEE SHEET 7 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. L.A. REVIEWED BY: INSPECTO~ "AS-BUILr FOR LANDSCAPE IRRIGATION DETAILS -SEE SHEETS 8-11 FOR LANDSCAPE SPECIFICATIONS-SEE SHEETS 14-18 DATE REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. EXP. ______ _ DATE BY APP"D DATE REVISIONS SHEET 9 CITY OF CARLSBAD DEPARTMENT LANDSCAPE IRRIGATION DETAILS LA POSADA DE GUADALUPE MEN'S SHELTER I APPROVED PLANNING DATE DWN BY LA PROJECT NO. II DRAWING NO. CHKD BY RS FIELO BY XX XX SECTION VIEW LEGEND: 1. TORO DRIPLINE OPERATION INDICATOR. USE ONE PER ZONE AND LOCATED AT FLUSH END OF ZONE 2. FINISHED GRADE. 3. AMENDED SOIL. 4. DRIP TUBING-SEE LEGEND FOR TYPE. DEPTH OF TUBING PER SPECIFICATIONS. NOTES: A. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. B. INSTALL IN SHRUB AREAS ONLY. @jDRIPLINE OPERATION INDICATOR NOT TO SCALE 2 14" 12. 12" 1\---- LEGEND: PLAN VIEW 1. SUPPLY HEADER, 314" PVC SCH 40. 2. DRIP REMOTE CONTROL VALVE ASSEMBLY. SEE LEGEND FOR TYPE. 3. LANDSCAPE DRIPLINE TUBING. DRIP LINE SPACING: 112". 4. 9" WIRE STAKES· 5 FEET ON CENTER. 5. PVC SCH 40 SxSxT TEE I ELL WITH DRIPLINE INSERT FITTING 6. DRIPLINE INSERT CROSS FITTINGS TYP. 7. TREE ROOTBALL. 8. DRIPLINE INSERT TEE FITTINGS TYP. 9. DRIPLINE TUBING CONTINUING TO FLUSH MANIFOLD. NOTE: DRIPLINE TUBING TO BE INSTALLED ON SUBGRADE WITH 2" TOPSOIL COVER. DRIP RINGS FOR ADDITIONAL DEEP WATER TO TREES PLANTED IN SHRUB AND GROUND COVER AREAS-RINGS TO BE CONNECTED TO SHRUB AND GROUND COVER DRIPLINES. 65' FEET OF DRIP TUBING PER TREE @ .92 GPH PER FOOT o .99 GPM. --~----~-- L 8. SECTION VIEW LEGEND: 1. 6" ROUND PURPLE PLASTIC VALVE BOX-HEAT BRAND "FV" ONTO LID. 2. FINISHED GRADE. 3. SCH 40 PVC PIPE EXHAUST HEADER FROM DRIP TUBING. 4. CHRISTY'S RECYCLED WATER WARNING TAG: "RECYCLED WATER-DO NOT DRINK" IN ENGLISH AND SPANISH. 5. PVC LATERAL (OR EXHAUST HEADER). 6. PEA GRAVEL -2.5 CUBIC FEET MINIMUM. 7. NOMINAL SIZE SOLID BRICK SUPPORTS (3 REQUIRED-EQUALLY SPACED). 8. LANDSCAPE FABRIC. 9. S X )i;" SCH. 40 PVC 90 DEGREE ELL (SIZE AS REQUIRED). 10. FLUSH VALVE TL050MFV-1. ' NOTES: A. USE 45 DEGREE ELLS TO TRANSITION TO DRIPLINE HEADER DEPTH. B. SET TOP OF VALVE BOX 1-112" ABOVE FINISHED GRADE IN GROUNDCOVERI SHRUB AREAS, AND )',"ABOVE FINISHED GRADE IN TURF AREAS. C. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. DRIP FLUSH VALVE LEGEND: • .... 2 SECTION VIEW NOT TO SCALE 1. DRIP SYSTEM AIR RELEASE VALVE, SEE LEGEND FOR TYPE. INSTALLED ON SCH. 40 PVC THREADED COUPLING WITH A 3/4" SCH. 80 NIPPLE, LENGTH AS REQUIRED TO LOCATE VALVE 2" FROM TOP OF VALVE BOX. 2. 6" ROUND PURPLE PLASTIC VALVE BOX, HEAT BRAND "ARV" ONTO LID. 3. FINISHED GRADE. 4. PVC PIPE FROM DISCHARGE HEADER, 112" SCH 40, LENGTH AS REQUIRED. 5. NOMINAL SIZE SOLID BRICK SUPPORTS (3 REQUIRED-EQUALLY SPACED). 6. LANDSCAPE FABRIC. 7. PEA GRAVEL· MINIMUM 4" DEPTH. B. PVC SCH 40 ELBOW (SxT) OR TEE, 3/4" SIZE WITH 3/4" x 112" SCH 40 PVC SLIP BUSHING. 9. CHRISTY'S RECYCLED WATER WARNING TAG: "RECYCLED WATER· DO NOT DRINK" IN ENGLISH AND SPANISH. NOTES: CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT t/ ,/ ,AI/ v _j_ ~ <f)_ PLAN VIEW NOTES: T 0 REMOTE CONTROL VALVE TH FILTER WI PRESSURE REGULATING VALVE TRANSITION TO DRIP TUBING PVC PIPE SUPPLY MANIFOLD EriT TERS 12 INCH ON CENTER POINT OF EACH AIRNACUUM RELIEF VALVE (PLUMBED AT EACH HIGH LATERAL LEG)(TYP) E:MIT AIR RELIEF LATERAL (CENTERED ON MOUND OR BERM) PLANTER AREA PERIMETER DRIP TUBING LATERAL TERS 12 INCH ON CENTER PVC PIPE FLUSH MANIFOLD PER IM ET ER LATERALS 2" TO 4" FROM EDGE ZONE FLUSH VALVE PLUMBED TO PVC PIPE (TYP) A. INSTALL DRIP FLUSH VALVE PER DETAIL AT THE END OF EACH TUBING SECTION PER PLAN. B. INSTALL AIR RELIEF VALVES PER DETAIL, AT HIGH POINTS OF EACH TUBING SECTION PER PLAN. C. RUN AIR/VACUUM RELIEF BLANK TUBING LATERAL ALONG HIGH POINT OF MOUND OR BERM. D. AlTACH ALL IN-LINE DRIP TUBING TO BLANK LATERAL. MORE THAN TWO RELIEF VALVES MAY NEED TO BE INSTALLED PER SECTION @ DRIPLINE LAYOUT (TYP) NOT TO SCALE -'k--'k--;;;;;;;;;;;;,;;=;;;;;;;;;;;;;;;;;;;;;;;;,;;=;;;;;;;;;;;;=---<D .L..L.L..L..L..L..L..L..LL..L..LL.. L..L..LL.. • "' • "' - LEGEND: .LLLLLLLLLLLLLLLLL a-, .LLLLLLL LLLLLL LL....,I:::.!oL=-----~ .LLLLLLLLLLLLLLLLL .LLLLL LLLLLLLLLLL 1~--® ® SECTION VIEW 1. FINISHED GRADE. 2. AMENDED SOIL. 3. DRIP TUBING· SEE LEGEND FOR TYPE. 4. RAIN BIRDXR SERIES 17MM DRIPLINE BARB INSERT FITTINGS. 5. BLANK POLY TUBING-LENGTH AS REQUIRED. 6. RAIN BIRD XR SERIES Y,• MALE ADAPTER. 7. PVC LATERAL LINE PIPING INLET OR EXHAUST MANIFOLD. -.. :·-. .. ~ .. · . < ·.·.- . ;:·II-~--; 2 -:· .·. <· IHI----{3 SECTION VIEW NOTES: LEGEND: 1. LOWVOLTAGEWIRES-SEE LEGEND !'OR SIZE AND TYPE. 2. POLY TUBE PRE-FILLED WITH WATERPROOF GEL-SEE LEGEND FOR TYPE. 3. WIRE CONNECTOR. WIRES SHALL BE PRE-STRIPPED OF Y,• OF THE INSULATION PRIOR TO INSERTION INTO THE CONNECTOR. TWIST CONNECTOR ONTO WIRES TO SEAT FIRMLY. A. ALL WIRE CONNECTIONS SHALL INCLUDE A WIRE NUT CONNECTOR AND A POLY TUBE PRE-FILLED WITH WATERPROOF SEALING GEL. B. DIRECT BURY SPLICE KIT MODEL# SA 101 SHALL BE USED TO ELECTRICALLY CONNECT 2 ·#14 AND/OR 1 • #18 PRE-STRIPPW COPPER WIRES. LARGER WIRES OR GREATER QUANTITIES OF WIRES SHALL REQUIRE MODEL# SAt 02, A LARGER WIRE CONNECTOR. WIRE CONNECTION SECTION VIEW LEGEND 1. FINISHED GRADE. 2. AMENDED SOli INSTALLED AFTER TUGING. 3. Lli~IP TUBING INSTALLATION, MAXIMUM 15" ROW SPACING. 4. AMENDED SOIL AS PER LANDSCAPE DRAWINGS. BRING SOIL LEVEL TO 3" BELOW FINISHED GRADE PRIOR TO DRIP TUBING INSTALCATION. 5. 9" WJH.l S'JAKLS J-IVE (5) FEET ON CENTER. NOTES NOT TO SCALE A. TO INSURE EVEN PARALLEL AND LEVEL TUBING ROWS IT IS RECOMMENDED THAT THE SOIL LEVEL IN THE PLANTER AREAS BE BROUGHT TO 3'' BELOW FINISHED GRJ\DE AND PROPERLY COMPACTED AS PER THE LANDSCAPED DRAWINGS PRIOR TO -:-HE INSTALLATION OF THE TUBING. B. INSTALL TUBING ROWS A MAXIMUM OF 15" APART IN SHRUB AREAS AND SECURE TO GRADE USING WIRE HOOP STAKES AT 5 FEET ON CENTER SPACING. C, BACKFILL FIN/\l 2" OF SOIL OVER THE TUBING AFTER INSTALLATION OF THE TUBING FOR LANDSCAPE IRRIGATION PLAN-SEE SHEET 5 FOR LANDSCAPE IRRIGATION LEGEND-SEE SHEET 6 FOR LANDSCAPE IRRIGATION NOTES-SEE SHEET 7 FOR LANDSCAPE IRRIGATION DETAILS-SEE SHEETS 8-11 FOR LANDSCAPE SPECIFICATIONS-SEE SHEETS 14-18 ,---------------------------------,------------------------------,------------------------------,-----------------------------------------~~ 8~H~1E0~ET~u~~~~C~ITY~~O~F~C~A~R~L~S~B~A~D~~~~~~s~H~E~1e8~1S~~ ~~ • AS BUILT" REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, .1"'\ -ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO PLANNINQ DEPARTMENT w IMPLEMENTATION IN FIELD. i!: WARE MALCOMB Leading Design for Commercial Real Estate arcbirecture planning interiors graphico s!le development 6363 greenwich dr. sie. 175 san diego. california !12122 p 858.638.1277 f 858.638.7506 R I D E LANDSCAPE ARCHITlCIS 8841 Research Drive Suite 200 lrvi11e, CA 92618 Tel 949 387 1323 www.ridgela.com L.A. EXP. REVIEWED BY: INSPECTOR DATE DATE LANDSCAPE IRRIGATION DETAILS w LA POSADA DE GUADALUPE MEN'S SHELTER 1----1-+---------------+----11 APPROVED r-~r-r----------------------------+--~~-~p~~LA~'~NwN~~I=N~G=-T-~-=-=_=_l_~-=-~-~-~-~-~-~-=-~-=-=-~--==~DA~T~E~~~ DWN BY_~LA~--PROJeCT NO. II DRAWING NO. CHKD BY_..:.Ro::S __ ~~~ ~ .. ~ APP'D DAH: BY DESCRIPTIO~ REVISIONS :li ------__________ _j ____ --·· -------- 24" HI' MINIMUM TO POTABLE MAINLINE IN STREET SECTION VIEW-NOT TO SCALE LEGEND: 1. METER BOX WITH METER. 2. SIDEWALK. 3. CURB. 4. POTABLE SERVICE LINE. 5. RECYCLED WATER IRRIGATION MAINLINE WITH SLEEVE. NOTE: VERTICAL CLEARANCE OF 12" MINIMUM IS MANDATORY WHEN CROSSING PATH OF POTABLE WATER LINE. INSTALLATION OF RECYCLED WATER IRRIGATION MAINLINE 24" FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN STREET. CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT .. - : <I • 6" y • 0 LEGEND: ... 4 -.. <1 -- )----;--'VARIES --1-- TRIANGULAR SPACING I---VARIES---I -VARIES PLAN VIEW 1. EDGE OF PLANTED AREA DR HARDSCAPE EDGE. 2. PVC SCH 40 ELL FITTING, TYPICAL. 3. FLUSH VALVE, SEE LEGEND FOR TYPE. 4. PVC SCH 40 TEE FITTING, TYPICAL 5. AIR RELEASE VALVE, SEE LEGEND FOR TYPE. 6. ALLOW FOR 2" OF MINIMUM CLEARANCE BETWEEN LAST HOLE AND FITTING. 7. DISCHARGE HEADER TO ADDITIONAL ROWS OF SYSTEM LATERALS. B. PVC SCH 40 SLIP COUPLING, TYPICAL. 9. SURFACEFLOW PRE-PUNCHED PVC PIPE. NOTES: A X: SPACING OF HOLES IN PIPE FOR EMITTERS, SEE LEGEND FOR SPACING. B. Y • SPACING OF ROWS • SEE DRAWING NOTES. (unless otherwise noted) C. EMITTER/HOLE SPACING BETWEEN LAST FULL SPACING EMITTER AND THE LAST EMITTER/HOLE SHALL BE LESS THAN OR EQUAL TO THE X VALUE. D. USE A PVC SLIP COUPLING AND A SHORT PIECE OF SURFACE FLOW PRE-PUNCHED PVC PIPE TO POSITION THE LAST EMITTER/HOLE AT 6" FROM THE EDGE OF THE PLANTED AREA DR PAVING EDGE. • SECTION VIEW LEGEND: 1. SURFACE FLOW EMITTER OUTLET SHALL BE INSTALLED 4" ABOVE GRADE IN SHRUB AREAS AND 112" BELOW MOW HEIGHT IN TURF AREAS. TUBING SHOULD BE INSTALLED HIGH AND TRIMMED DOWN TO FINAL HEIGHT ABOVE GRADE AFTER TESTING THE SYSTEM. 2. FINISHED GRADE. 3. UNDISTURBED SOIL. 4. INSTALL TUBING RISER PLUMB IN TRENCH PRIOR TO BACKFILLING OF TRENCH. 5. SURFACE FLOW EMITTER ASSEMBLY WITH 112' PIPE SADDLE/BARB, EMITTER, AND 114" POLYETHYLENE TUBING RISER, SEE IRRIGATION PLAN FOR EMITTER VOLUME. 6. SURFACE FLOW PRE-PUNCHED SCH.40 PVC PIPE, SEE IRRIGATION PLAN FOR SPACING OF HOLES/EMITTERS. PIPE SHALL BE INSTALLED WITH MINIMUM B" OF COVER. 7. NARROW TRENCH CUT THROUGH PLANTER FOR SURFACE FLOW INSTALLATION, BACKFILL AND COMPACT TRENCH. ~ i!' ~ ~ § r-------------------------------------------------;--------------------------------------------------i~ ~--::o--o::::-------------------1~ SURFACE FLOW DRIP CC POTABLE SERVICE LINE CROSSING 't:.:Y SYSTEM PIPING LAYOUT NOT TO SCALE IV\ SURFACE FLOW ~ EMITTER INSTALL NOT TO SCALE ~ ill ~ ~ ~ ' SECTION VIEW-NOT TO SCALE LEGEND: 1. FINISH GRADE. 2. 3' WIDE, PURPLE RECYCLED WATER, DETECTIBLE METALLIC MARKING TAPES. 3. "PURPLE" RECYCLED WATER PVC PIPE NON-PRESSURE LATERAL LINE PIPE FROM IRRIGATION HEAD TO IRRIGATION HEAD. WHENEVER THE LINES CROSS THE POTABLE PIPE, NO SLEEVE IS REQUIRED. 4. "PURPLE" RECYCLED WATER PVC PIPE PRESSURE MAINLINE. 5. CONTROL WIRES. 6. POTABLE WATER LINE. 7. "PURPLE" RECYCLED WATER PVC PIPE PRESSURE MAINLINE PLACED WITHIN SLEEVE. B. CONTROL WIRES PLACED WITHIN SLEEVE. WHERE POTABLE LINES AND CONSTANT PRESSURE RECYCLED WATER LINES CROSS, THE RECYCLED LINES SHALL BE INSTALLED BELOW THE POTABLE WATER LINES IN A CLASS 200 PURPLE COLORED PVC SLEEVE. PVC SLEEVE SHALL EXTEND 10 FEET ON EITHER SIDE OF THE POTABLE LINE FOR A TOTAL OF 20 FEET. LEG !:NO: RECLAIMED WATI3R FOR IRRIGATION DO NOT DRINIK CUI DADO 'MliJA RECI.AMADA UNICAMENTE PARA REGAR PROHIBO TOMAR SECTION VIE:W 1. 2' SQ. ALUMINUM TUBE PAINTED TO MATCH FRAZEE 'ORANGE PEAL' 2. FINISH GRADE 3. CONCRETE FOOTER 4. 9"x14"x118' ALUMINUM PAINTED TO MATCH PURPLE PMS COLOR #288 5. HP WHITE VINYL GRAPHICS 112" HEIGHT NOTE: A. TWO MINIMUM PER SITE r REMOVE EXCESS PIPE FROM END TO MAINTAIN SPACING OF HOLES BETWEEN LENGHTS OF SURFACE FLOW PVC PIPE WITH TRIANGULAR SPACING • • r-SOLVENT WELD PIPE LENGHTS TOGETHER CAREFULLY ALIGN EMITTER HOLES ;---x---;--:--x-;---~+1•~-x---t•l • I '-BELLED END CONNECTOR OR SUP COUPLING '-------PRE-PUNCHED HOLE, TYPICAL '------SURFACE FLOW PRE-PUNCHED PVC PIPE SEE LEGEND FOR SPACING OF PUNCHED HOLES. PLAN VIEW ~ 15 z r-------------------------------------------~~ L...,....,:::------------------+~----------------IA SURFACE FLOW DRIP 11 1"7 \.!::.) NOT TO SCALE c L..:::D....:D:;_R_E C_Y_· _C_LE_D_/ _P_O_T_A_B_LE_P_I P_E_C_R_O_SS_I N_G_....L..::;;,B"'--R_E ..... C_LA_I M_E_D_W_A_T_E_R_S_I_G_N ___ N_oT_To_s_cA-LE_._ __ sY_S_T_E_M_P_I P_I_N_G_LA_Y_O_U_T _____ --1~ archilecture plarming interiors graphics site development 6363 greenwich dr. ste. 175 san diego. californla 92122 p 858.638.7277 f 858.638.7506 FOR LANDSCAPE IRRIGATION PLAN-SEE SHEET 5 FOR LANDSCAPE IRRIGATION LEGEND-SEE SHEET 6 FOR LANDSCAPE IRRIGATION NOTES-SEE SHEET 7 FOR LANDSCAPE IRRIGATION DETAILS-SEE SHEETS 8-11 FOR LANDSCAPE SPECIFICATIONS-SEE SHEETS 14-18 ~ J l':i r----A-PP_R_O_V_E_D-FO_R_P_L-AN_T_I_N_G_A_N_D----1 ~ IRRIGATION ONLY, INCLUDING PRECISE B LOCATION OF PLANTING AREAS. TOP OF SLOPE PROPERTY LINE, 25' X 25' SIGH NO LAN '-'"'L"'"'r-•c HIGHER TH WITHIN I I I EXISTING PLANTING LEGEND c c NOTE: EXISTING TREES MARKED WIT)i AN (E) ARE TO BE PROTECTED IN PLACE.. THE NUMBER AFTER THE LEITER (E) REPRESENTS THE CALIPER OF THE TREE MEASURED AT BREAST HEIGHT. SYMBOL BOTANICAL/COMMON NAME EXISTING TREES: + EUCALYPTUS CAMALDULENSIS I RED GUM EXISTING NA77VE VEGETATION (SOUTHERN MIXED CHAPARRAL-UNDISnJRBED) """~"" ARTEMESIA CALIFORNICA I COASTAL SAGEBRUSH ~~ CERCOCARPUS MINUTIFLORUS I SAN DIEGO MOUNTAIN MAHOGANY ~ DRYOPTERISARGUTA/COASTALWOODFERN /_:;~ HAZARDIASQUARROSAI SAWTOOTH GOLDENBUSH ~~ HETEROMELES ARBUTIFOLIA/ TOYON ~~ LEYMUSCONDENSATUSIGIANTWILDRYE ~ MALOSMA LAURINAI LAUREL SUMAC ~~· :~;::A::E:~~::~~:c~:;::/ COAST MONKEYFLOWER ~ RHUS INTEGRIFOLI.O./ LEMONADE BERRY /j~ RISES SPECIOSM FUCHSIA-FLOWERED GOODEBERRY ~ SALVIA MELIFERA/ BLACK SAGE /j /j TAXICODENDRON DIVERSILOBIUM I WESTERN POISON OAK DINING OFFICE I I FARMWORKER DORM #1 FARMWORKER DORM #2 SOIL SAMPLE LOCATION 1 OF 2 I I I I I FIRE SUPPRESSION NOTE: ALL EXISTING VEGETATION SHALL BE REMOVED WITHIN FIRE SUPPRESSION ZONES AND SHALL BE REPLACED, AS SHOWN, IN ORDER TO MEET THE CITY OF CARLSBAD FIRE PROTECTION PROGRAM POLICIES AND REQUIREMENTS. THIS 60' SUPPRESSION ZONE SHALL RECEIVE A PERMANENT IRRIGATION SYSTEM AND A NATIVE SEED MIX TO PROVIDE SLOPE REVEGETATION AND EROSION CONTROL PER CITY STANDARDS. REFER TO FIRE SUPPRESSION PLAN, SHEET L-5, FORADDITIONALINFORMATION. I I If I,___. 1/ 1 I I /1 I / \ ltE-12') \ /cE-12")\ . \ \ \ \\ (E-22") \ \ \ A~:'i.........,.,___ PROPERTY Ll"\f. T~P\ \ \ \ \ l 'v CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT PLANTING LEGEND SYMBOL BOTANICAL/COMMON NAME TREES: QUERCUS AGRIFOLIA I COAST LIVE OAK RHUS LANCE.O./ AFRICAN SUMAC SHRUBS, VINES & GROUNDCOVERS: MINIMUM SIZE COMMENTS 15 GAL. 6'H X '3W X 112" CAL. MUL TJ.. TRUNK 15 GAL. STD.. 6'H X 2'W X%" CAL 15 GAL. S'H X 3' W X\\<" CAL. STD. DESCRIPTION QTY. WUCOLS LARGE DECIDUOUS 2 NATNETREE LARGE EVERGREEN 9 NATIVE TREE EVERGREEN 8 SCREENING/ STREET TREE MOD. (0.4-0.6) LOW (0.1-0.3) LOW (0.4-0 .. 6) ZONE 2 • REFINED LANDSCAPE· BUILDING PERIMETERS, EMPLOYEE PATIO & PARKING AREAS (40% OF TOTAL LANDSCAPE AREA) 0 0 © BOUGAINVILLEA '00-LA-LA' I DWARF BOUGAINVILLEA CARISSA 'BOXWOOD BEAUTY' I DWARF NATAL PLUM LANTANA M. 'GOLD RUSH' I YELLOW LANTANA 5GAL. 5GAL, 1 GAL LAVANDULA 'GOODWIN CREEK GRAY'I5 GAL. ~VENDER ® MUHLENBERGIA RIGENS DEER GRASS ROSMARINUS 'BLUE SPIRES' I UPRIGHT ROSEMARY r··.·.·.·.·.·.· .. 1 VEGETATED SWALES: ·. •. ·. ·. · · · · · • · · · CAREl< DIVULSA I ::::::::::::::: :: BERKELEY SEDGE BIORETENTION AREAS: ~ JUNCUSPATENSl ~ CALIFORNIA GRAY RUSH 1GAL 5GAL. 1GAL 1 GAL PLANT 3' O.C. PLANT 2' O.C. PLANT 3' O.C. PLANT 30" O.C. PLANT 3' O.C. PLANT 4' O.C. PLANT 18" D.C. PLANT 18" O.C. FLOWERING SHRUB MASS EVERGREEN FOREGROUND FLOWERING SHRUB MASS FLOWERING PERENNIAL 88 72 48 39 LOW (0.1-0.3) MOD. (0.4-0.6) LOW (0.1-0.3) LOW (0.1-0.3) ORNAMENTAL 111 LOW GRASS (0.1·0.3) UPRIGHT 34 LOW EVERGREEN SHRUB (0.1·0.3) 488 MOO. (0.4·D.6) 1,634 MOO. (0.4·0.6) ZfONE 3 ·NATURALIZING LANDSCAPE. SmEETSCAPE PLANTING I PERIMETER PLANTING (60% OF TOTAL LANDSCAPE AREA} BACCHARIS 'PIGEON POINT' I 1 GAL DWARF COYOTE BRUSH CEANOTHUS G. H. 'YANKEE POINT' I 5 GAL. CARMEL MOUNTAIN ULAC wm'j ENCELIACALIFORNICA/ V ///// /-J COAST SUNFLOWER "-L.<'-L...L'-L.LL.J 1 GAL HETEROMELES ARBUTIFOLIA I TOYON 5GAL. RHAMNUS CALIFORNICA 'EVE CASE' I 5 GAL. COFFEEBERRY ANEMOPSIS CALIFORNICA/ YERBAMANSA 1GAL SALVIA LEUCOPHYLLA 'POINT SAL' I 1 GAL PROSTRATE PURPLE SAGE MYOPORUM PARVIFOLIUM I MYOPORUM "'-"'-'12!...1121.2!.."-' OVERSEEDED WITH: NATIVE SEED MIX Contains: FLATS • Achillea miDefollum (Common Yarrow) • Bromus ca~natus (California Brome) • Colllnsia helerophylla (Chinese Houses) • Eylmus glaucus (Blue Wild Rye) • Eschscholzla califomlca (California Poppy) • Layia platyglossa (Coastal Tidy Tips) • Lupin us mlcrocarpus denslfforus (Chick Lupine) • Mellca lmpelfecta (Smaunower Melle) • Nasselle pulohra (Purple Needlegrass) • Sisyrinchlum b&llll'll (W&sk!m Blue-eyed Grass) • Trifolium ciliolalum (Foothill ClovBr) • Verbena lasiostachya (Westarn Vervain) • Vulpla microstach)IS (Small Fescue) • SEED AVAUBLE AT S&S SEEDS (805) 684-0436 PLANT 6' O.C. PLANT 8' O.C. PLANT 3' O.C. PLANT 6' O.C. PLANT 5' O.C. PLANT 5' O.C. PLANT 8' O.C. PLANT 2' O.C. SEED* EVERGREEN GROUNDCOVER EVERGREEN GROUNDCOVER 158 LOW (0.1·0.3) 79 VERY LOW (<0.1) MEDIUM 140 VERY FLOWERING SHRUB LOW (<0.1) LARGE EVERGREEN 44 LOW (0.1-0.3) SHRUB MEDIUM 73 VERY LOW (<0.1) EVERGREEN SHRUB EVERGREEN GROUNDCOVER FLOWERING PERENNIAL EVERGREEN GROUNDCOVER 50 11 LOW (0.1-0.3) LOW (0.1-0.3) PER LOW ~ (0.1·0.3) NURSECROP FOR 11 LBS/ LOW TEMPORARY INFILL ACRE (0.1-0.3) FOR ALL PERIMETER PLANTING AREAS DENOTES SOIL SAMPLE LOCATION· REFER TO NOTE 'H' OF Pl-ANTING NOTES, SHEET L6.1, FOR ADDITIONAL INFORMATION. DENOTES ROOT BARRIER, TO BE INSTALLED AT ALL TREES WITHIN 5 FEET OF ANY HARDSCAPE, PAVEMENT OR CURB. DETAIL A A A B,C B,C B,C B,C B,C B,C B,C B,C B,C B,C B,C B,C B,C B,C B,C B,C ROOT BARRIERS ARE TO BE 'UB24·2' BY DEEP ROOT CORPORATION, (800) 458-7668, INSTALLED PER MANUFACTURER'S ! SPECIFICATIONS. NOTE: ROOT BARRIERS SHALL NOT BE WRAPPED AROUND THE ROOTBAI.L. ~ --- NOTES: "' MULCH ALL LANDSCAPE AREAS (EXCLUDING TURF) HAVING LESS THAN A 2:1 SLOPE WITH A 3" LAYER OF MEDIUM GRIND ~ BARK MULCH, PER SPECIFICATIONS, AT THE CONCLUSION OF PLANTING OPERATIONS. l; NOTREES OR TREE CANOPIES ALLOWED IN UTILITY EASEMENTS,lYF'JC)!il:""-------------------1 ~ APPROVED FOR PLANTING AND ~ IRRIGATION ONLY, INCLUDING PRECISE "~ LOCATION OF PLANTING AREAS. ~ r-----------------------~--------------------------~----------------------~------------------------~--------------------------------tr~~~~~~~~~~~~~~~~~~~~D REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, SH1E2ET I CITY OF CARLSBAD II SHE1EBJ81 "' .. As-su 1 L r ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO . PLANNING DEPARTMENT . .. 0 60 WARE MALCOMB Leading Design for Commercial Real Estate architecture planning interiors graphics site development 6363 gtoonwk:h dr. ste. 175 san diego. california 92122 p 858.638.7277 f 858.638 .. 7506 R G E LANDSCAPE ARCHITECTS 8841 Research Drive IMPLEMENTATION IN FIELD. ~ LANDSCAPE PLANTING PLAN "' !:! DATE LA POSADA DE GUADALUPE LA. EXP. _______ ~-~-+---------------r--~~~~~~============================~ ~-~+----------------r-~~APPRovED ~-~+-----------------------+--~~·np~~~~·~NwN~"I=N~G=-~-~-=-=-=-~-~-=-~-~-~-=-=-~-~-~-=-=-~--==~DA~T~E:::::~ :MEN'S SHELTER I i REVIEWED BY: ~ Suite 200 Irvine, CA 92618 Tel 949 387 1323 www.rldgela.com 10 20 40 DATE BY DESCRIPTIO~ APP'D ~::o e;y-~_-7.'""~;;;-s=----_-_ PAOJ; NO. II DRA:Ne NO. ~ L.--------------------------------------------------------------------.1----~S~C~A~L!E~A~N~D~N~O~R!T~H~----_J __________________________________ L_ ______________ ~::::::::::~.L~IN:SP~E=CT~O=R-----------------D~A:Tr ____ J_ _______________ R::E~V~I:S:IO~N:S:_ ______________ J;~riE~L~D~B~Y~~~~~~~~~~~··~~~~~~;j F PLANTING NOTES A. B. C. D. E. F G. H. I. J. K. L. lVI. N. 0. P. Q, R. s. T. u. v. w. REFER TO PLANTING SPECIFICATIONS AND DETAILS FOR SOIL PREPARATION, FERTILIZATION, MULCHING AND OTHER PLANTING INFORMATION. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE AND THE CITY INSPECTOR4B HOURS PRIOR TO COMMENCEMENT OF WORK TO COORDINATE PROJECT INSPECTION SCHEDULES. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THOSE SHOWN ON PLAN. REPORT DISCREPANCIES IN THE DRAWINGS OR BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS TO THE LANDSCAPE ARCHITECT. CORRECTED DRAWINGS OR INSTRUCTION SHALL BE ISSUED PRIOR TO THE CONTINUATION OF THIS WORK. ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWN DISCREPANCIES. LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND PROTECT THEM FROM DAMAGE. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY AND ASSUME FULL RESPONSIBILITY FOR EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH DAMAGED UTILITIES. LOCATION OF N.I.C. CONSTRUCTION ELEMENTS SUCH AS LIGHTS, SIGNS, VENTS, HYDRANTS, TRANSFORMERS, ETC. ARE APPROXIMATE. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SI-HOULD THE LOCATION OF THESE ITEMS INTERFERE WITH THE PROPER EXECUTION OF WORK. OBTAIN ALL SOIL FOR LANDSCAPE PLANTING AREAS OR BERMS FROM ON-BITE EXCAVATIONS. SI-HOULD IMPORT SOIL BE NECESSARY, SUBMIT IMPORT SOIL TESTING RESULTS FOR APPROVAL PRIOR TO IMPORTATION. SOIL SHALL BE SANDY LOAM CONTAINING NO TOXIC CHEMICALS OR ELEMENTS WHICH MAY INHIBIT OR RETARD NORMAL PLANT GROWTH. AFTER ROUGH GRADES HAVE BEEN ESTABLISHED IN PLANTING AREAS, HAVE SOIL SAMPLES TAKEN AT THE LOCATIONS INDICATED BY DESIGNATION ~ HAVE SAMPLES TESTED BY SOIL AND PLANT LAB, (714) 282-8777, FOR SOIL FERTILITY, TAKE TWO SAMPLES AT EACH LOCATION: (1) GROUND LEVEL TO 10" DEEP, (2) 24" TO 36' DEEP. EACH SAMPLE SHALL CONTAIN APPROXIMATELY 1 QUART OF SOIL TO BE LABELED PER LOCATION AND DEPTH. INSTALL SOIL PREPARATION AND BACK FILL MIX TO CONFORM TO THESE RECOMMENDATIONS ONLY UPON RECEIPT OF WRITTEN CHANGE ORDER FROM THE OWNER. SUBMIT SOIL REPORT TO LANDSCAPE ARCHITECT PRIOR TO PLANTING. KILL AND REMOVE ALL EXISTING WEEDS FROM SITE AREAS PER SPECIFICATIONS. ASSURE POSITIVE DRAINAGE IN ALL PLANTING AREAS, 2% MINIMUM. LOCATE AND TAG ALL PLANT MATERIAL. MATERIAL SHALL BE IN CONFORMANCE WITH PLANTING PLAN DESCRIPTIONS AND SPECIFICATIONS. ALL PLANT MATERIAL IS SUBJECT TO REVIEW AND APPROVAL PRIOR TO INSTALLATION. PROVIDE PHOTOS OF REPRESENTATIVE EXAMPLIES OF EACH TAGGED BLOCK TO LANDSCAPE ARCHITECT MINIMUM 21 DAYS BEFORE ANTICIPATED DELIVERY. PHOTOS SHALL INCLUDE A PERSON FOR SCALE PURPOSES. LANDSCAPE ARCHITECT MAY OPT TO REVIEW MATERIAL AT GROWING NURSERY. MATERIAL DELIVERED TO THE SITE MAY BE REJECTED BASED ON UNHEALTHY APPEARANCE OR NON-CONFORMANCE WITH SPECIFICATIONS EVEN IF PREVIOUSLY REVIEWED BY THE LANDSCAPE ARCHITECT OR THE OVNNER. ALL TREES WITHIN A SPECIES SHALL HAVE MATCHING FORM. FINAL LOCATION OF ALL PLANT MATERIALS SHALL BE SUBJECT TO THE APPROVAL OF THE OWNER'S AUTHORIZED REPRESENTATIVE. PLANTING QUANTITIES ARE GIVEN FOR CONVENIENCE ONLY. PLANT SYMBOLS AND SPECIFIED SPACING SHALL TAKE PRECEDENCE. AT EDGES OF PLANTING AREAS, THE CENTER LINE OF THE LAST ROW OF SHRUBS AND/OR GROUND COVER SHALL BE LOCATED NO FARTHER FROM THE EDGE THAN ONE-HALF THE SPECIFIED ON CENTER SPACING. INSTALL GROUND COVER AND/OR SHRUB MASSES WITH TRIANGULAR SPACING UNLESS OTHERWISE INDICATED. ALL CURVE TO CURVE AND CURVE TO TANGENT LINES SHALL BE NEAT, TRIM, SMOOTH AND UNIFORM. REMOVE ALL NURSERY STAKES AND ESPALIER RACKS IMMEDIATELY AFTER INSTALLATION UPON PROVIDING SUPPORT PER PLAN. DURING THE LENGTH OF THE GUARANTEE PERIOD, BE RESPONSIBLIE FOR PROPER STAKING AND/OR GUYING OF TREES TO ENSURE STABILITY. MULCH ALL LANDSCAPE AREAS (EXCLUDING TURF) HAVING LESS THAN A 2:1 SLOPE WITHA2" DEEP LAYER OF MEDIUM GRIND BARK MULCH, PER SPECIFICATIONS,ATTHE CONCLUSION OF PU\NTING OPERATIONS. ANNUAL COLOR TO BE SELECTED BY LANDSCAPE ARCHITECT AT TIME OF INSTALLATION. REQUEST RECOMMENDATION A MINIMUM OF 48 HOURS IN ADVANCE OF NEED FOR DELIVERY. CONTRACTOR SHALL REPLACE ANY EXISTING PU\NT MATERIAL WHICH IS DAMAGED BY CONSTRUCTION OPERATIONS. REPLACEMENT PLANT MATERIAL MUST BE OF MATCHING SPECIES, INSTALLED FROM THE FOLLOWING MINIMUM SIZE: 15-GALLON TREE, 1-GALLON SHRUB, FLATTED GROUNDCOVER AND SODDED TURF. INSTALLATIONS THAT ARE ADJACENT OPEN SPACE, NATURALIZED SLOPES OR UNDEVELOPED LAND ARE SUBJECT TO DAMAGE BY RODENTS OR DEER AND SHALL BE TREATED WITH AN APPROPRIATE REPELLENT IN A SPRAY AND/OR TABLET FQRM. REPELLEX BY GROPOWER OR APPROVED EQUAL, THAT PROVIDES IMMEDIATE AND LONG TERM PROTECTION, SHALL BE USED. \ \ I \ 7 \ I \ I I ~est -·--·-----· --·--·--~ \ \1\1\1\1\ ~. \.1.\/.\.1·\.l.\j;v I I\ I\ I\ 'l'rn•wl\~ NOTE: ~ ALL SHRUBS I GROUND COVERS SHALL BE PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON PLANS. SEE LEGEND FOR SPACING REQUIREMENTS. SHRUB I GROUNDCOVER LAYOUT NOT TO SCALE :CA) CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT PREVAILING WI.\JP LEGEND: ~ PLAN VIEW 2 X DIAMETER OF ROOTBALL SECTION 7 TREE STAKING & PLANTING LEGEND 1. BLACK RUBBER "CINCH-TIE" (4 TYP.), PER SPECIFICATIONS. ATTACH WITH ROOFING NAILS. 2. LODGE POLE PINE STAKE (2 TYP.), PER SPECIFICATIONS. KEEP CLEAR OF ROOTBALL AND DO NOT ALLOW TO EXTEND INTO TREE CANOPY. USE 2" Dill. X 10' STAKES FOR TREES 24" BOX AND SMALLER, AND 3" DIA. X 10' STAKES FOR TREES 36" BOX THROUGH 48" BOX. 3. WATERING BASIN, 3" MINIMUM DEPTH. REMOVE BASIN IN LAWN AREAS AND AS DIRECTED BY LANDSCAPE ARCHITECT. 4. FINISHED GRADE. 5. AMENDED BACKFILL PER SPECIFICATIONS. 6. PLANT TABLET PER SPECIFICATIONS. 7. EXISTING SOIL. 8. SCARIFY SIDES AND BOTTOM OF PLANTING PIT. 9. ARBOR-GARD TRUNK PROTECTOR FOR TREES LOCATED IN TURF AREAS. 10. SET TOP OF ROOT BALL 3" ABOVE SURROUNDING GRADE AND SLOPE FOR DRAINAGE. 11. INSTALL #UB24-2 ROOT BARRIER, AS MANUFACTURED BY DEEP ROOT, (BOD) 458-7GGB, AT ALL TREES WITHIN 5' OF HARDSCAPE, OR AS SHOWN ON PLANTING PLAN, MINIMUM 10' LENGTH, INSTALLED AT EDGE OF ADJACENT HARDSCAPE. 12. ADJACENT HARDSCAPE (WHERE OCCURS). NOTE: MAINTAIN TURF 12" CLEAR FROM BASE OF TRUNK. NOT TO SCALE 1. ONE THROUGH FIFTEEN GALLON SIZE CONTAINER PLANT 2. PERMANENT WATERING BASIN-MIN. 4" DEPTH. REMOVE BASIN AFTER MAINTENANCE PERIOD. 3. FINISH GRADE. 4. AMENDED BACKFILL MIX· SEE SPECIFICATIONS. TAMP OR WATER SETTLE SO THAT PLANT DOES NOT SINK AFTER PLANTING. 5. FERTILIZING TABLETS PER SPECIFICATIONS 6. ROOTBALL OF PLANT-MUST NOT BE ROOTBOUND. LOOSEN ANY TIGHT -PACKED ROOTS. 7. EXISTING SOIL B. "CROWN" OF PLANT· MUST NOT BE BURIED BELOW LEVEL OF SURROUNDING SOIL. )- i li ~ II! ~1/~)\~----------------------------------------------------------------------~ ~ ~:~~8~'---S_H_R_U_B __ P_LA __ N_T_IN_G ____________________________ N_o_T_ro __ sc_A_LE~~ ~ r------------------------1 ~ APPROVED FOR PLANTING AND 8~ IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ~ r---------------------------------~-----------------------------,------------------------------,-----------------------------------------t,~~s~H~1E3~ET~~~~~~C~ITY~~O~F~C~A~R~L~S~B~A~D~~~~~~s~H~E1~E8•~s~~ ~i "AS eu 1 Lr REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER. -ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO PI-"NNINQ DEPARTMENT IMPLEMENTATION IN FIELD. ~ WARE MALCOMB Leading Design for Commercial Real Estate arcliilecture planning interiors graphics site development 6363 greenwich dr. ste. 175 san diego. calilornia 92122 p 858.638.7277 f 858.638.7506 J • R I E LA~DS P E AR HIT TS 8841 Research Drive Suile ?DO Irvine, CA 92518 Tel 949 3871323 DAlE L.A. EXP. ______ _ REVIEWED BY: DAlE BY DESCRIPTION APP"D LANDSCAPE PLANTING DETAILS w LA POSADA DE GUADALUPE MEN'S SHELTER I APPROVED PU\NNING DATE OWN BY LA PROJI!C:T NO. DRAWINQ NO. !11 g ~ ~ ~ I I " I II I CHKD BY RS FIELD BY XX XX l. .................................................................................................................... JL ...................................... .L .................. ~::w:w':'·:rid:g:ela:.c:om:::: .. ~IN~S~P:EC~T~O~R .................. ~D~A~lE~ .. .JL. ................ ~R::E~V~I~S~I~()~N~S~ ................ .J~;;;;~~~~~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;!J ~ SECTION 02514 PORTLAND CEMENT CONCRETE PAVING Part 1 -GENERAL 1.01 WORK INCLUDED A. Concrete paving, mow strips, steps, walls. B. Reinforcement. C. Surface finish. D. Special Curing. • 1.02 WORK INSTALLED BUT FURNISHED UNDER OTHER SECTIONS A. Section 03251 -Expansion and Contraction Joints. 1.03 RELATED WORK A. Section 02211 -Rough Grading: Preparation of site for paving. B. Section 02223 -Backfilling: Compacted fill for paving. 1.04 REFERENCES A. ACI 301 -Specifications for Structural Concrete for Buildings. B. ANSI/ASTM A185 -Welded Steel Wire Fabric for Concrete Reinforcement. C. ANSI/ASTM A497 -Welded Deformed Steel Wire Fabric for Concrete Reinforcement. D. ASTM A615 -Deformed and Plain Billet-Steel for Concrete Reinforcement. E. ASTM C33 -Concrete Aggregates. F. ASTM cg4 -Ready Mixed Concrete. G. ASTM C150 -Portland Cement. H. ASTM C260 -Air-Entraining Admixtures for Concrete. I. ASTM C309 -Liquid Membrane-Forming Compounds for Curing Concrete. J. ASTM C494 -Chemkol Admixtures for Concrete. K. FS TT -C-800 -Curing Compound, Concrete, for New and Existing Surfaces. 1.05 QUALITY ASSURANCE A. Perform work in accordance with ACI 301. B. Obtain materials from same source throughout. 1.06 TESTS A. Testing ond analysis will be performed under provisions of the UBC, current edition. B. Make available proposed mix design of each doss of concrete to appointed firm for review prior to commencement of work. C. Testing firm will take cylinders and perform slump and air entrainment tests in accordance with ACI 301. D. Tests of cement and aggregates will be performed to ensure conformance with specified requirements. E. Three concrete test cylinders will be taken for every 75 or less cubic yards of each class af concrete placed each day. F. One additional test cylinder will be token and be cured on site under some conditions as concrete it represents. G. One slump test will be taken for each set of test cylinders token. 1.07 SUBMITTALS A. Submit product data under provisions of the UBC, current edition. B. Include data on integral color, admixtures, and curing compounds. C. Submit manufacturer's instructions. 1.08 SAMPLES A. Where directed, provide 4 x 4 foot job site sample of each paving finish shown or required, for review and approval prior to installation. Provide additional samples until finish is considered acceptable by the Owner, at no additional cost to the Owner. Part 2 -PRODUCTS 2.01 CONCRETE MATERIALS A. Cement: ASTM C150 Portland type, gray color. B. Fine and Coarse Aggregates: ASTM C33, from a single source throughout project. C. Water: Clean, potable, and not otherwise detrimental to concrete. 2.02 FORM MATERIALS A. Conform to ACI 301. B. Wood or Steel form material, profiled to suit conditions. 2.03 REINFORCEMENT A. Reinforcing Steel: ASTM A615; 40 ksi yield grade; plain deformed billet steel bars, uncoated finish. B. Welded Steel Wire Fabric: Plain type, ANSI/ ASTM A 185; uncoated finish. C. Tie Wire: Annealed steel, minimum 16 gage size. D. Dowels: ASTM A615; 40 ksi yield grade, plain steel, uncoated finish. E. Synthetic Reinforcing Fibers: 1. Engineered synthetic reinforcing fibers shall be 100% Polypropylene, collated, fibrillated fibers with the following properties: Specific Gravity: 0.9 Modulus of Elasticity: 0.5 to 0. 7 x 1000 ksi Tensile Strength: 80 to 110 ksi Length: 0.5 inch 2. The approved manufacturer or distributor shall provide the services of a Qualified Technician for a pre-job meeting and initial Job Start~ Up. 3. Manufacturer shall be Fibermesh Inc., (619) 259-0901 or approved equal. 4. Fibers shall be added only at the concrete batch plant to assure uniform and complete dispersion of the collated-fibrillated fiber bundles into single monofiloments within the concrete. 5. Add to the concrete mix at the rate of 1.5 lbs per cubic yard of concrete. 6. Submit concrete receipt from botch plant to Owner, showing nome of manufacturer and rote of application for fibers. 2.04 ACCESSORIES A. Pre~emergent Herbicide: Surflan B. Curing Compound: FS TT-C-800, Type 1, 30 percent solids; ASTM C309, Ashford Formula. C. Liquid Surface Sealer: ProSoCo Kure/Seal. D. Integral Color (Non~lmmersian Conditions): L. M. Scofield Chromix. E. Patch Bond: Weld~Crete. F. Lithochrome color hardens: L.M. Scofield. 2.05 ADMIXTURES A. Aiir Entrainment: ASTM C260. B. Chemical Admixture: ASTM C494. 2.06 CONCRETE MIX A. Mix concrete in accordance with ASTM cg4. B. Provide concrete with the following characteristics: -Compressive Strength at 28 days: 2500 psi. C. Use accelerating admixtures in cold weather only when approved by Owner. Use of admixtures will not relax cold weather placement requirements. D. Use set~retarding admixtures during hot weather only when approved by 01Wner. E. Add air entraining agent to concrete mix for concrete work as necessary. • Part 3 -EXECUTION 3.01 INSPECTION A. Verify compacted subgrade and/or base is ready to support paving and imposed loads. B. Verify gradients and elevations of bose are correct. C. Beginning of installation means acceptance of existing conditions. 3.02 PREPARATION A. M,oisten subgrade and/or base to minimize absorption of water from fresh concrete. B. Apply pre~emergent herbicide, per manufacturer's specifications, to soil surface below all areas to receive concrete. If using base material, apply to subgrode prior to installing base. C. Notify Landscape Architect and Owner minimum 24 hours prior to commencement of concreting operations. 3.03 FORMIING A. PI ace and secure forms to correct location, dimension, and profile. Obtain lo,yout approval prior to pour. B. Assemble formwark to permit easy stripping and dismantling without damaging concrete. Use of permanent concrete screed is permissible. C. Pllace joint fillers vertical in position, in straight lines. Secure to formwork during concrete placement. 3.04 REINFORCEMENT A. Place reinforcement. B. Interrupt reinforcement at expansion joints. C. Place reinforcement to achieve slab and curb alignment as detailed. D. Provide dowelled joints at interruptions of concrete with one end of dowel set in capped sleeve to allow longitudinal movement. 3.05 FORMED JOINTS A. PI ace expansion joints at 20 foot intervals unless otherwise shown to correct elevation and profile. Align curb, gutter, and sidewalk joints. B. Pl'oce expansion joint between paving components and building or other appurtenances. C. Pl""ovide control joints at maximum 5 foot intervals of paving unless otherwise shown. WARE MALCOMB Leading Design for Commercial Real Estate archilecture planning interlom graphics slle development 6363 greenwich dr. s!e. 175 san diego. california 92122 p 858.638.7277 f 858.638.7506 .~~-----~-~--L-~~ 3.06 PLACING CONCRETE A. Place concrete in accordance with ACI 301. B. Hot Weather Placement: ACI 301. D. Ensure reinforcement, inserts, embedded parts, and formed joints are not disturbed during concrete placement. E. Place concrete continuously between predetermined construction joints. Do not break or interrupt successive pours such that cold joints occur. F. Place concrete to pattern indicated. G. Coordinate pours of integral color concrete to ensure consistency of color throughout. Color inconsistency will not be accepted. H. For concrete steps, walls or other vibration to eliminate honeycombs. rejected. cost in place elements, settle concrete by Concrete with visible honeycombs will be I. Tolerances in horizontal alignment of hardscape elements such as paving edges, joints, walls and steps shall not exceed 1/4" in 10 feet, or 1/2" in 50 feet. 3.07 FINISHING A. See plan for finishes and finish locations. B. Curbs, Swales and Gutters: Light broom. C. Place curing compound on exposed concrete surfaces immediately after finishing. Apply in accordance with manufacturer's instructions. D. Finishes: 1. General - Compact and tamp concrete as specified herein (unless retardant finish is specified), to bring 3/8 inch of mortar to sur.face, float with wood screeds and floats only, and apply following finishes after surface b¥, floating. Do r1ot use steel or any plastic screeds, floats or "Fresno' for initial floating and screeding operations. 2. All concrete finishes shall be as listed on the Drawings. Finishes are as follows: a. Rough Trowel Swirl Finish - Provide rough trowel finish to slab surfaces. After placing slobs, consolidate surface by floating to a uniform, smooth, granular texture. b. Scratch Finish - Provide scratch finish to slab surfaces that are to receive mortar setting beds for precast tile pavers as noted on Drawings. c. Steel Trowel Fin ish - After surface water disappears and floated surface is sufficiently hardened, steel trowel and re-trawel to smooth, dense, hard finish. After concrete has set enough, re-trowel to a smooth, uniform finish free of trowel marks or other blemishes. Avoid excessive troweling that produces burned areas. d. Sandblast Finish - i. All work shall conform to applicable OSHA and EPA standards. ii. Contractor shall schedule this work to be executed with as little conflict with other trades as possible. If necessary, Contractor shall be responsible for the protection or masking of adjacent surfaces. iii. Test areas for sample of blasting will be established where surfaced will not be left exposed. Landscape Architect shall be present at time of sample blasting and approve the desired finish. iv. Care shall be taken to protect all adjacent surfaces from damage which ore not receiving sandblasting. v. Sandblasting shall be accomplished using qualified workmen familiar with the proper technique. vi. Sandblasting work shall be by the dry-sand method, utilizing appropriate equipment and adequate air pressure. Abrasives shall be washed silica sand free from salt, clay or other foreign materials. Nozzle position during the operation shall be as determined in the making of the approved samples. vii. All concrete areas requiring patching shall be patched, with all rough spots and unevenness in the concrete surface ground smooth before the sandblasting operation is begun. viii. Wash down concrete sandblasted surfaces promptly to remove sand and dust. Upon completion, remove from site all surplus and waste materials. e. Retardant Finish - i. Concrete Mix Design: An extremelY-coarse mixing cant10ins the greatest possible percentage of 3j8" top size aggregate and a minimum amount of mixing water should be used. Agg1regate/sand ratio to be 70% aggregate to 30% sand. ii. Preparatory Work: The concrete should be placed and 'consolidated so as to completely fill all spaces in the forms. Tampering will not be permitted because the aggregate must remain near the surface for later exposure. Apply a wood float finish which will permit 3/16" of aggregate exposure. iii. Application of Retarder: As soon as the following has been completed, apply the retarder and "Lithotex" by L.M. Soofield (213/725-7112) per Scofield's Application Instruction T -203.03. Once the retarder has been applied, cover the surface with pllastic sheeting or curling paper to achieve deeper aggregate reveal. iv. Aggregate Exposure: The retarder should be removed between eight and twenty hours after placement by sandblasting or with a coorse-fibered or rust resistant wire scrub brush and jet of water. A clean sealer shall be applied so that the surface shall be covered after aggregate exposure with new, non-staining paper. ~~-·· ----. ··-~·· CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT f. Lithochrome color hardener: manufactured by L.M. Scofield Company. The grade shall be heavy duty. The color shall be per plan. Color-Hardened Concrete System: All concrete flatwork and adjacent vertical surfaces designated in the plans or specifications as having a colored and hardened surface shall be color-hardened with 'Lithochrome' color hardener, a dry-shake hardener manufactured by L.M. Scofield Company, Los Angeles CA 90040, (800) 222~4100, (213) 723-5258. It shall be applied per manufactures recommendations in accordance with Scofield s Tech-Data Bulletin A-104. The finish shall be as designated in the finish schedule. E. Concrete Surface Sealer: Surface Sealer: All concrete that has either been sandblasted or retardant finished shall be sealed with a clear, penetrating concrete sealer. If efflorescence or alkali-staining in evident after the concrete has cured, lightly wash lhe aggregate surface with a mild muriatic acid solution (usually a 10:1 dilutior1) that has been thoroughly rinsed with water and cleaned with diluted Lithochrome "Floor Cleaner" by L.M. Scofield or equal. Rinse again and dry thoroughly. After concrete mix has cured at least a month, the concrete surface shall be thoroughly washed with fresh, clean water. After surface is thoroughly dried, apply one coot of Aqua-Mix Penetrating Sealer (213) 946-6877, at the rate of 200 SF per gallon. Allow 24 hours before applying water to verify if water beads. If not, apply a light second coat. Refer to Aqua-Mix Specifications for complete instructions. 3.08 FIELD QUALITY CONTROL A. Field inspection and testing will be performed under provisior1 of the UBC, current edition. B. Maintain records of ploced concrete items. Record date, location of pour, quantity, air temperature, and test samples taken. 3.09 PROTECTION A. Immediately after placement, protect concrete under from premature drying, excessive hot or cold temperatures, and mechanical injury. END OF SECTION SECTION 02515 INTERLOCKING CONCRETE PAVERS Port 1 -GENERAL 1.01 GENERAL REQUIREMENTS: In accordance with Division 1 ~ General and Special Conditions of this Project Manual. 1.02 SCOPE Provide all labor, materials, equipment and services necessary and reasonably incidental to complete Interlocking Paver Work in accordance with Contract Documents. A. Value Engineering: The bidders are requested to provide prices as shown or specified in the design drawings and specifications: however bidders ore strongly encouraged to recommend cast saving design alternatives, with regard to architectural design and/or bidder's trade design. Any cost savings alternatives will not be revealed to bidder's competition. 1.03 SUBMITTALS In accordance with "Part 4 -Rider" and the applicable requirements of Division 1 ~ General and Special Conditions. 1.04 CODES AND PERMITS A. All work shall meet or exceed the requirements of applicable codes, rules, lows, regulations and local code enforcement officials. Any work not in conformance with codes shall be brought to the attention of the Project Supervisor. B. Obtain permits, tests and approvals required by the municipality or any other authorized agency for completion of the work and pay necessary fees related thereto. C. All work shall conform to latest applicable OSHA requirements and Project Owner's Safety Program. D. Fire Resistance Ratings: Provide materials and construction in compliance with tested assemblies as determined by ASTM, ICBO, FM, UL and other testing and inspecting organizations, or as acceptable to authorities having jurisdiction. 1.05 COORDINATION A. Subcontractor shall coordinate his work with other trades and with the Project Supervisor. B. Schedules: Coordinate fabrication and/or delivery schedules with construction progress to avoid delay of the work. C. In case of conflict, the Project Supervisor shall decide the proper location, arrangement or detailing, and any costs in revising or relocating equipment or material shall be at the expense of the Subcontractor responsible for the work, when locations and arrangements are made without the knowledge of the Project Supervisor. CONTINUED ON NEXT SHEET ~ 15 .-----A-P_P_R_O_V_E_D--FO __ R_P-LA_N_T_I-NG __ AN __ D ____ ~~ IRRIGATION ONLY, INCLUDING PRECISE ll LOCATION OF PLANTING AREAS. ~ "AS-BUlL T" REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. ls~:n II CITY OF CARLSBAD PIJ.NNINB DEPARTMENT IISHE1~i81 . 8841 Research Drive Suite 200 Irvine, CA 92618 Tel 949 387 1323 www.riclgela.corn Lt.. REVIEWED BY: INSPECTOR DATE EXP. DATE DATE BY DESCRIPTION REVISIONS APP'D LANDSCAPE SPECIFICATIONS LA POSADA DE GUADALUPE MEN'S SHELTER ----------- 1.06 QUAUTY ASSURANCE A. Manufacturer's Requirements: Manufactured materials hereinafter specified or shown on the drawings shall be applied and installed in accordance with manufacturer's directions, recommendations of an association dealing primarily with lhe materials and in accordance with the specifications and the drawings. Conflicts shall be resolved in a manner which preserves all manufacturers' warranties. B. Field Quality Control; In accordance with "Part 4 -Rider". 1.07 CLOSE-OUT The following items must be provided prior to final payment: A. Warranties: Provide one-year written warranty in accordance with Division 1. 1.08 ALTERNATES Provide alternate pricing as described and directed in the Bid Documents and "Part 4 -Rider". Alternate pricing shell include all applicable taxes (in accordance with stale and local tax codes), general conditions, and overhead and profit. 1.09 UNIT PRICES Provide unit prices as described and directed in the Bid Documents. Unit prices shall include all applicable taxes (in accordance with state and local tax codes), general conditions, and overhead and profit. Part 2 -PRODUCTS Materials described in "Part 2 -Products" may not necessarily be included in the project or in all portions of the project. Refer to "Part 4 -Rider" and construction documents for specific clarifications. 2.01 MATERIALS A. Unit Pavers: 1. Concrete Pavers: Solid, interlocking paving units, ASTM C 935, made from normal-weight aggregates. B. Accessories: 1. Sand for Leveling course: Fine, sharp, non-plastic aggregate complying with ASTM C 33. 2. Sand for Joints: Fine, sharp, masonry sand wilh 100 percent passing the No. 15 Sieve and not more than 10 percent passing the No. 200 sieve. Part 3 -EXECUTION Installation described in "Part 2 -Products" may not necessarily be included in the project or in all portions of the project. Refer to "Part 4 -Rider" and construction documents for specific clarifications. 3.01 DELIVERY, STORAGE, AND HANDLING A. Deliver and store materials in accordance with manufacturer's instructions. B. Protect unit pavers and aggregate during storage and construction against soilage or contamination from earth and other materials. 3.02 PREPARATION A. Examine the areas and conditions under which work of this section will be installed. Do not proceed until unsatisfactory conditions have been corrected. B. Clean substrates of projections and substances detrimental to application. 3.03 INSTALLATION A. Hot-Weather Requirements: Protect unit paver work when temperature and humidity conditions produce excessive evaporation of setting beds. B. Do not use unit pavers with chips, cracks, voids, discolorations, and other defects that might be visible or cause staining in finished work. C. Mix pavers from several pallets or cubes as they are placed to produce uniform blend of colors and textures. D. Cut unit pavers to provide clean, sharp, unchipped edges. Cut units to provide pattern indicated and to fit adjoining work neatly. Use full units without cutting where possible. Hammer cutting is not acceptable. E. Tolerances: Do not exceed1/16 inch unit-to-unit offset from flush or 1/8 inch in 24 inches and 14 inch in 10 feet from, level, or slope, for finished surface of paving. F. Expansion and Control Joints: Provide for sealant-filled joints at locations and of widths indicated. Provide cork joint filler as backing for sealant-filled joints where indicated. Install cork joint filler before setting pavers. G. Provide edge restraints and install edge restraints prior to placing unit pavers. 3.04 AGGREGATE SETIING-BED PAVER APPLICATIONS A. Place aggregate base and subbase in thicknesses indicated. Compact by tamping and screed to depth required to allow setting of pavers. F. Spread dry sand and fill joints immediately after vibrating pavers into leveling course. Vibrate pavers and add sand until joints ere completely filled, then remove excess sand. Leave a slight surplus of send on the surface for joint filling. G. Do nat allow traffic on installed pavers until sand has been vibrated into joints. H. Repeat joint-filling process 30 days later. 3.05 REPAIR, CLEANING AND PROTECTION: A. B. Remove and replace unit pavers that are loose, chipped, broken, stained, or otherwise damaged or if units do not match adjoining units as intended. Provide new units to match adjoining units and install in same manner as original units, with same joint treatment to eliminate evidence of replacement. Provide final protection and maintain conditions in a manner that ensures that unit paver work is without damage or deterioration at the time of Substantial. Completion. 3.06 FINISHING A. Surface Seeler: All interlocking concrete paver areas shall be sealed with a clear, penetrating joint stabilizing sealer. After final joint-filling process, the paving surface shall be thoroughly brushed clean to remove any loose dirt, sand or debris. Apply one coat of Surebond SB-1300 Joint Stabilizing Sealer per manufacturer's specifications. Ensure that pavement is protected from moisture and traffic for a minimum of 24 hours after application. Refer to Surel>ond Specifications for complete application instructions. END OF SECTION SECTION 02811 LANDSCAPE IRRIGATION SYSTEM RECLAIMED WATER Note: In case of conflicts, City of Carlsbad Standard specifications shall take precedence. Part 1 -GENERAL 1.01" SUMMARY A. It is the intent of the specifications and drawings that the finished system is complete in every respect and shall be ready for operation satisfactory to the Owner. B. The work shall include all materials, labor, services, transportation, and equipment necessary to perform the work as indicated on the drawings, in these specifications, and as necessary to complete the contract. 1.02 CONSTRUCTION DRAWINGS A. Due to the scale of the drawings, it is not possible to indicate all offsets, fittings, s:leeves, etc. which may be required. The Contractor shall carefully investi9ate the structural and finished conditions affecting all of his work and plan h1s work accordingly, furnishing such fittings, etc. as may be required to meet such conditions. Drawings are generally diagrammatic and indicative of the work to be installed. The work shall be installed in such a manner as to avoid conflicts between irrigation systems, planting, and architectural features. B. All work called for on the drawings by notes or details shall be furnished and installed whether or not specifically mentioned in the specifications. When an item is shown on the plans but not shown on the specifications or vice versa, it shall be deemed to be as shown on both. The Architect shall have final authority for clarification. When a conflict occurs between an item shown on the plan and as shown on the specifications, the Architect shall have final authority for clarification. C. The Contractor shall not wilfully install the irrigation system as shown on lhe drawings when it is obvious in the field that obstructions, grade differences or discrepancies in area dimensions exist that might not have been considered in engineering. Such obstructions or differences should be brought to the attention of the Architect as soon as detected. In the event this notification is not pe1rformed, the Irrigation Contractor shall assume full responsibility for any revision necessary. 1.03 QUALITY ASSURANCE A. B. c. D. Provide at least one English speaking person who shall be present at all times during execution of this portion of the work and who shall be thoroughi,Y familiar with the type of materials being installed and the manufacturers recommended methods of installation and who shall direct all work performed under this section. Manufacturer's directions and detailed drawings shall be followed in all cases where the manufacturer of articles used in this contract furnishes directions covering points not shown in the drawings and specifications. All local, municipal and state laws, rules and regulations governing or relating to any portion of this work are hereby incorporated into and made a part of these specifications, and their provisions shall be carried out by the Contractor. Anything contained in these specifications shall not be construed to conflict with any of the above rules and regulations of the same. However, when these specifications and drawings call for or describe materials, workmanship, or construction of a better quality, higher standard, or larger size than is required by the above rules and regulations, the provisions of these specifications and drawings shall take precedence. 1.04 SUBMITTALS A. Materials List: 1. After award of contract and before any irrigation system materials are delivered to lhe job site, submit to the Owner a complete list of all irrigation systems, materials, or processes proposed to be furnished and installed as part of this contract. 2. Show manufacturer's name and catalog number for each item, furnish complete catalog cuts and technical data, furnish the manufacturer's recommendations as ta the method of installation. 3. No substitutions will be allowed without prior written acceptance by the Architect or Owner's authorized representative. 4. Manufacturer's war.ranties shall not relieve the Contractor of his liability under the guarantee. Such warranties shall only supplement the guarantee. B. Substitutions: If the Irrigation Contractor wishes to substitute any equipment or materials for lhose equipment or materials listed on the irrigation drawings and specifications, he may do so by providing the following information to the Architect or Owner's authorized representative for approval. 1. Provide a written statement indicating the reason for making the substitution. 2. Provide catalog cut sheets, technical data, and performance information for each substitute item. 3. Provide in writing the difference in installed price if the item is accepted. 1.05 EXISTING CONDITIONS A. The Contractor shall verify and be familiar with the locations, size e~nd detail of points of connection provided as the source of water, electrical supply, and telephone line connection to the irrigation system. B. Irrigation design is based on the available static water pressure shown on the drawings. Contractor shall verify static water on the project prior to the start of construction. Should a discrepancy exist, notify the Architect and Owner's authorized representative prior to beginning construction. C. Prior to cutting into the soil, the Contractor shall locate all cables, conduits, sewer septic tanks, and other utilities as are commonly encountered underground and he shall take proper precautions not to damage or disturb such improvements. If a conflict exists between such obstacles and the proposed work, the Contractor shall promptly notify the Architect and Owner who will arrange for relocations. The Irrigation Contractor will proce,ed in the same manner if a rock layer or any other such conditions are enco,untered. D. The Contractor shall protect all existing utilities and features to remain on and adjacent to the project site during construction. Contractor shall repair, at his own cost, all damage resulting from his operations or negligence. E. The Irrigation Contractor shall coordinate with the General Contracto<r for installation of required sleeving as shown on the plans. 1.D6 INSPECTIONS A. The Contractor shall permit the Architect and Owner's authorized representative to visit and inspect at all times any part of the work and shall provide sof~ access for such visits. B. Where the specifications require work ta be tested by the Contractor, it shall not be covered over until accepted by the Architect, Owner's authorized representative, and/or governing agencies. The Irrigation Contractor shall be solely responsible for notifying the Architect, Owner, and governing agencies, a minimum of 48 hours in advance, where and when the work is ready for testing. Should any work be covered without testing or acceptance. it shall be, if so ordered, uncovered at the Irrigation Contractor's expense. C. Inspections will be required for the following at a minimum: 1. System layout 2. Pressure test of irrigation main line (Four hours at 125 PSI or 120% of static water pressure, which ever is greater.) 3. Coverage test of irrigation system 4. Final inspection prior to start of maintenance period 5. Final acceptance D. Site observations and testing will not commence without the record drawings as prepared by the Irrigation Contractor. Record drawings must complete and up to date for each site visit. E. Work which fails testing and is not accepted will be retested. Hourlly rates and expenses of the Architect, Owner's authorized representative, and governing agencies for reinspection or retesting will be paid by the :Irrigation Contractor at no additional expense to Owner. 1.07 STORAGE AND HANDLING A. Use all means necessary to protect irrigation system materials befo1re, during, and after installation and to protect the installation work and materials of all other trades. In the event of damage, immediately make all repairs and replacements necessary to the acceptance of the Landscape Architect and Owner and at no additional cost to the Owner. B. Exercise care in handling, loading, unloading, and storing plastic pipe and fittings under cover until ready to install. Transport plastic pipe only on a vehicle with a bed long enough to allow the pipe to lay flat to avoid undue bending and concentrated external load. 1.08 CLEANUP AND DISPOSAL A. Dispose of waste, trash, and debris in accordance with applicable Ia ws and ordinances and as prescribed by authorities having jurisdiction. Bury no such waste material and debris on the site. Burning of trash and debris, will not be permitted. The Contractor shall remove and dispose of rubbish and debris generated by his work and workmen at frequent intervals or when o<rdered to do sa by the Owner's .authorized representative. CAUTION:· IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT 1.09 TURNOVER ITEMS A. Record Drawings: · 1. Record accurately on one set of contract drawings all changes in the work constituting departures from the original contract drawings. 2. The changes and dimensions shall be recorded in a legible and workmanlike manner to the satisfaction of the Architect or Owner's authorized representative. Prior to final inspection of work, submit record drawings to the Architect or Owner's authorized representative. 3. Dimensions from/to permanent points of reference such as buildings, sidewalks, curbs, etc. shall be shown. Data on record drawings shall be recorded on a day to day basis as the project is being installed. All lettering on drawings shall be minimum 1/8 inch in size. 4. Show locations and depths of the following items: a. Point of connectiOn (including water meters, backflow preventors, master control valves, etc.) b. Routing of sprinkler pressure lines (dimensions shown at a maximum of 100 feet along routing and at all changes in direction) c. Gate valves d. Automatic remote control valves e. Quick coupling valves f. Routing of control wires g. Irrigation controllers h. Related equipment (as may be directed) 5. Maintain record drawings on site at all times. Upon completion of work, transfer all as-built information and dimensions to a clean set of bond prints, using red, waterproof ink. B. Controller Charts: 1. Record drawings must be approved by Architect and/or Owner's authorized representative before charts are prepared. 2. Provide one controller chart for each automatic controller. Chart shall show the area covered by the particular controller. 3. The chart is to be a reduced copy of the actual "record" drawing. In the event the controller sequence is not legible when the drawing is reduced, it shall be enlarged to a readable size. 4. When completed and approved, the chart shall be hermetically sealed between two pieces of plastic, each piece being a minimum 5 mils in thickness. C. Operation and Maintenance Manuals: D. 1. Twa individually bound copies of operation and maintenance manuals shall be delivered to the Architect or Owner's authorized representative at least 10 calendar days prior to final inspection. The manuals shall describe the material nstalled and the proper operation of the system. 2. Each complete, bound manual shall include the following information: a. Index sheet stating Contractor's address and telephone number, duration of guarantee period, list of equipment including names and addresses of local manufacturer representatives. b. Operating and maintenance instructions for all equipment. c. Spare parts lists and related manufacturer information for all equipment. Equipment: 1. Supply as a part of this contract the following items: a. Two (2) wrenches for disassembly and adjustment of each type of sprinkler head used in the irrigation system. b. Three 3D-inch sprinkler keys for manual operation of control valves. c. Two keys for each automatic controller. d. Two qu1ck coupler keys with a 3/4" bronze hose bib, bent nose type with hand wheel and two coupler lid keys. e. One valve box cover key or wrench. f. One 5-foot tee wrench for operating butterfly valves (if used). g. Six extra sprinkler heads of each size and type. 2. The above equipment shall be turned aver to Owner's authorized representative at the final inspection. 1.10 COMPLETION A. At the time of the pre-maintenance period inspection, the Landscape Architect, Owner's authorized representative, and governing agencies will inspect the work, and if not accepted, will prepare a list of items to be completed by the Contractor. At the time of the post-maintenance period or final inspection the work will be reinspected and final acceptance will be in writing by the Architect, Owner's authorized representative, and governing agencies. B. The Owner's authorized representative shall have final authority on all portions of the work. C. After the system has been completed, the Contractor shall instruct Owner's authorized representative in the operation and maintenance of the irrigation system and shall furnish a complete set of operating and maintenance instructions. D. Any settling of trenches which may occur during the one-year period following acceptance shall be repaired to the owner's satisfaction by the Contractor without any additional expense to the owner. Repairs shall include the complete restoration of all damage to planting, paving or other improvements of any kind as a result of the work. 1.11 GUARANTEE A. The entire sprinkler system, including all work done under this contract, shall be unconditionally guaranteed against all defects end fault of material and workmanship, including settling of backfilled areas below grade, for a period of one (1) year following the filing of the Notice of Completion. Should any problem with the irrigation system be discovered within the guarantee period, it shall be corrected by the Contractor at no additional expense to owner within ten (1 0) calendar days of receipt of written notice from Owner. When the nature of lhe repairs, as determined by the Owner, constitutes an emergency (i.e. broken pressure line) the Owner may proceed to make repairs at the Contractor's expense. Any and all damages to existing improvement resulting either from faulty materials or workmanship, or from the necessary repairs to correct same, shall be repaired to the satisfaction of the Owner by the Contractor, all at no additional cost to the Owner. All materiials supplied for this project shall be new and free from any defects. All defective materials shall be replaced immediately at no additional cost to Owner. B. At the time of completion the entire site will be cleared of tools, e'quipment, rubbish and debris which shall be disposed of off-site in a legal disposal area. CONTINUED ON NEXT SHEET ,----------------------------------------------1~ .. B. Place sand for leveling course and screed, taking care that moisture content remains constant and density is loose and cc>nstant until pavers are set and compacted. C. Treat leveling base with soil sterilizer to prohibit growth of grass and weeds. D. Set pavers with a minimum joint width of 1/16-inch and a maximum of 1 /8-inch, being careful not to disturb leveling base. If pavers have spacer bars, place pavers hand tight against spacer bars. Use string lines to keep straight lines. Fill gaps between units with pieces cut to fit from full-size unit pavers. E. Vibrate pavers into leveling course. Perform at least 3 passes across paving with vibrator. Vibrate under the following conditions: E. The Contractor shall secure the required licenses and permits including payments of charges and fees, give required notices to public authorities, verify permits secured or arrangements made by others affecting the work of this secHon. WARE MALCOMB Leading Design for Commercial Real Estate ~~.~~ '/~ Rl GE LA. •AS-BUILr EXP. OAT~ REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. I ~:ET II CllY OF CARLSBAD PLANNING DEPARTMENT LA.NDSCAPE SPECIFICATIONS II SHEj~ISI LA POSADA DB GUADALUPE MEN'S SHELTER arcltirecture \\J L A N D S C A P E 1. After edge pavers are installed and there is a completed surface or planning :3%~~..,~~; \~\ il ~ ARCHITECTS REVIEWED BY: '---+-+------------------+----!\APPROVED I before surface is exposed to rain. interiom p 858.638.7277 ~ ... ,.~... 8841 Research Drive ,- 2. Before ending each day's work, fully compact installed concrete pavers. graphics £858.638.7506 ~.1\\:: SuiteZ~D f-----+-+------------------+----1 =pLA,...,..,N""N""i'"'NG=-------------~DA~T=E~--- ; ~ I Cover the open layers with non~staining plastic sheets to protect it siledevelopment Tl;i~~i~8~216i:3 DWN BY lA I II I L. ................. rr•o•m--r•a•in .............................................................................................. l. ...................................... JL .................. ::::w:ww:.r:id:ge:la:.c:om::::.J~IN~S~P~EC~T~O~R .................. ~D~A~TE~ .. .J•D•A•TE ... ~ ............ ~R==~~:,~s:~~~~:~~~ID:~:S:. .............. AP•P•'D_j~~;~K;~;;:~;~-~;~R;S;~;-~=;-;~~;PR;;OJ;;~;~;;N;~;;~~;;;D;~;;~;ING;;;NO;;.;;~~ __ _j_ CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT ~--------------------------------------------------------~--------------~~~~------------------------------·~ 3. Exercise extreme care in excavating and working near existing utilities. 3.05 CONTROLLER i D. Anti-drain Valves: B. Guarantee shall be submitted on Contractors own letterhead as follows: GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM We hereby guarantee that the spri~kler irri"!ation system we h~ve furnished and installed is free from defects 1n matenals and workmanship, and the work has been completed in accordance with the drawings and specifications, ordinary wear and tear and unusual ~buse, _or neglect _excepted. We agree to repair or replace any defective matenal. dunng the per1od o~ one year from date of filing of the Notice of Completion and also to repa1r or replace any damage .. resulting from the repairing or replacing of such defects at no add1t1onal cost to the owner. We shall make such repairs or replacements within 10 C<;Jiendar days following written notification by ~h~ owner .. In the ~vent of our f~dure to make such repairs or replacements w1th1n the t1me spec1fied after rece1pt of written notice from owner, we authorize the owner to proceed to have said repairs or replacements made at our expense and we will pay the costs and charges therefore upon demand. PROJECT NAME: PROJECT LOCATION: CONTRACTOR NAME: ADDRESS: TELEPHONE: SIGNED: DATE: Part 2 -MATERIALS 2.01 SUMMARY Use only new materials of the manufacturer, size and type shown on the drawings and specifications. Materials or equipment installed or furnished that do not meet Architect's, Owner's, or governing agencies standards will be rejected and shall be removed from the site at no expense to the Owner. 2.02 PIPE A. Pressure supply line from point of connection through basket strainer unit shall be Type "K" copper or brass pipe. B. c. Pressure supply lines 2 inches in diameter and up to 3 inches in diameter downstream of basket strainer unit shall be Class 315 solvent weld PVC. Piping shall conform to ASTM D2241. Non-pressure lines 3/4 inches in diameter and larger downstream of the remote control valve shall be Class 200 PVC. Nan-pressure lines 1'' and larger to conform to ASTM D2241. D. Reclaimed water PVC pipe to be color coded "purple" in color and marked on two sides with reclaimed water warning statements "CAUTION -RECLAIMED WATER". Reclaimed water piping must be accepted by the local reclaimed water governing agencies. Reclaimed water PVC pipe shall use standard Sch. 40 PVC fittings. Reclaimed Water PVC pipe to be Brownline "Aiertline" or equal. 2.D3 METAL PIPE AND FITTINGS A. Brass pipe shall be 85 percent red brass, ANSI, IPS Standard 125 pounds, Schedule 40 screwed pipe. B. Fittings shall be medium brass, screwed 125-pound class. C. Copper pipe and fittings shall be Type "K" sweat soldered. 2.04 PLASTIC PIPE AND FITTINGS A. Pipe shall be marked continuously with manufacturer's name, nominal pipe size, schedule or class, PVC type and grade, National Sanitation Foundation approval, Commercial Standards designation, and date of extrusion. B. c. D. E. F. All plastic pipe shall be extruded of an improved PVC virgin pipe compound in accordance with ASTM 02241 or ASTM D1784. All PVC fittings shall be standard weight Schedule 80 for constant-pressure mainline fittings and Schedule 40 far non-pressure lateral fittings and shall be injection molded of an imp,roved virgin PVC fitting compound. Slip PVC fittings shall be the "deep socket' bracketed type. Threaded plastic fittings shall be injection molded. All tees and ells shall be side gated. All fittings shall conform to ASTM D2466 and D2467. All threaded nipples shall be standard weight Schedule 80 with molded threads and shall conform lo ASTM 01785. All solvent cementing of plastic pipe and fittings shall be a two-step process, using primer and solvent cement applied p~r the 'Tlanufocturer's . recommendations. Cement shall be of a flu1d cons1stency, not gel-like or ropy. Solvent cementing shall be in conformance with ASTM D2564 and ASTM D2855. When connection is plastic to metal, female adapters shall be hand tightened, plus one turn with a strap wrench. Joint compound shall be non-lead base Teflon paste, tope, or equal. 2.05 BASKET STRAINER A. The basket strainer unit shall be of the manufacturer, size, and type indicated on the drawings. B. The basket strainer unit shall be installed in accordance with the requirements set forth by local codes. 2.06 VALVES A. Gate Valves: B. 1. Gate valves shall be of the manufacturer, size, ond type indicated on the drawings. 2. Gate valve shall hove threaded ASTM B-62 bronze body, bonnet and wedge, silicon bronze stem, and malleable iron handwheel. 3. All Gate valves shall have a minimum working pressure of not less than 150 psi and shall conform to AWWA standards. Quick Coupler Valves: . . . 1. Quick coupler valves shall be of the manufacturer, s1ze, and type 1nd1cated on the drawings. 2. Quick coupler valves shall be brass with a wall thickness guaranteed to withstand normal working pressure of 150 psi without leakage. Valves shall have 3/4 female threads opening at base, with two-piece body. Valves to be operated only with a coupler key, designed for that purpose. Coupler key is inserted into valve and a positive, watertight connect1on shall be made between the coupler key and valve. Hinge cover shall be the locking type constructed of b:ass with _a rubber-like ~inyl cover. Vinyl quick coupler cover to be purple 1n calor w1th the words WARNING - RECLAIMED WATER -DO NOT DRINK" permanently marked on the lid. 1. Anti-drain valves shall be of the manufacturer, size, and type indicated an the drawings. 2. Anti-drain valves shall have 1 B-8 stainless steel springs ond valve stems with Buna-N seals. 3. Anti-drain valves will have threaded connections the size of the riser or pipe they ore to be installed onto, or the next available size. No slip connection anti-drain valves are allowed. 2.07 VALVE BOXES 2.08 A. B. c. D. E. F. Valve boxes shall be fabricated from a durable, Weather-resistant plastic material resistant ta sunlight and chemical action of soils. The valve box cover shall be purple in color and permanent!,Y marked with the words "WARNING -RECLAIMED WATER -DO NOT DRINK . Valve box cover shall be secured with a hidden latch mechanism or bolts. The cover and box shall be capable of sustaining a load of 1,500 pounds. Valve box extensions shall be by the same manufacturer os the valve box. Automatic control valve boxes shall be 16"x11"x12" rectangular size. Valve box covers shall be marked "RCV" with the valve identification number "heat branded" onto the cover in 2 inch high letters/numbers. Gat'e valve and quick coupler valve boxes shall be 10" circular size. Valve box covers shall be marked with either "GV" or "QCV" "heat branded" onto the cover in 2-inch high letters/numbers. AUlOMA TIC CON TROLLER A. Aut,omatic controller shall be of the manufacturer, size, and type indicated on the drawings. B. Aut,omotic controller enclosures shall be of the manufacturer, size, and type indkated on the drawings. Enclosure shall be vandal-resistant, ventilated ondl waterproof. 2.09 ELECTRICAL A. All electrical equipment shall be NEMA Type 3, waterproofed for exterior installations. B. All electrical work shall conform to local codes and ordinances. 2.10 LOW VOILTAGE CONTROL WIRING A. Remote control wire shall be direct-burial AWG-UF type, size as indicated an the drawings, and in no case smaller than 14 gauge. · B. Connections shall be either epoxy-sealed pocket type or Penn-Tite con,nectors. C. Gr<Ound wires shall be white in color. Control wires shall be red (where two or more controllers are used, the control wires shall be a different color far eoc;h controller. These colors shall be noted on the "Record Drawings" pions locoted on controller door). 2.11 IRRIGA TlON HEADS A. Spr'inkler heads shall be of the manufacturer, size, type, with radius of throw, operating pressure, and discharge rote indicated on the drawings. B. Pop-up heads and riser heads shall be used as indicated on the drawings. C. Pop-up heads and gear driven rotors used on reclaimed water systems shall have a color coded purple cap with reclaimed water warnings embossed on the top surface. Riser heads shall have a self adhesive reclaimed water sticker placed an the riser directly below the sprinkler body. All reclaimed water warnings shall be in English and Spanish and hove the international symbol for "Do Nat Drink". All reclaimed water warnings shall be as required by the local water utility. 2.12 MISCELLANEOUS EQUIPMENT Rain sensor shall be of the manufacturer, size, and type indicated on the dra1wings. Part 3 -EXECUTION 3.01 SITE CONDITIONS A. 8. c. D. Inspections; 1. Prior to all work of this section, carefully inspect the installed work of all other trades and verify that all such work is complete to the point where this installation may properly commence. . Verify that irrigation system may be installed in strict accordance w1th all pertinent codes and regulations, the original design, the referenced standards, and the manufacturer's recommendations. 2. Discrepancies: 1. In the event of discrepancy, immediately notify the Architect or Owner's authorized representative. 2. Do not proceed with installation in areas of discrepancy until oil discrepancies have been resolved. Grades: 1. Before starting work, carefully check all grades ta determine that work may safely proceed, keeping within the specified material depths with respect to finish grade. 2. Final grades shall be accepted by the Engineer before work on this section will be allowed to begin. Field Measurements: 1. Make all necessary measurements in the field ta ensure precise fit of items in accordance with the original design. Contractor shall coordinate the installation of all irrigation materials with all other work. 2. All scaled dimensions are approximate. The Contractor shall check and verify all size dimensions prior to proceeding with work under this section. · WARE MALCOMB Leading Design for Commercial Real Estate Contractor shall be responsible for damages to utilities which are caused by his operations or neglect. E. Diagrammatic Intent: The drawings are essentially diagrammatic. The size and location of equipment and fixtures are drawn to scale where possible. Provide offsets in piping and changes in equipment locations as necessary to conform with structures and to avoid obstructions or conflicts with other work at no additional expense to Owner. F. Layout: 1. Prior to installation, the Contractor shall stake out all pressure supply lines, routing and location of sprinkler heads, valves, backflow preventor, and automatic controller. 2. Layout irrigation system and make minor adjustments required due to differences between site and drawings. Where piping is shown on drawings under paved areas, but running parallel and adjacent to planted areas, install the piping in the planted areas. G. Water Supply Connections to,· or the installation of, the water supply shall be at the locations shown on the drawings. Minor changes caused by actual site conditions shall be made at no additional expense to Owner. H. Electrical Service: 1. Connections to the electrical supply shall be at the locations shown on the drawings. Minor changes caused by actual site conditions shall be mode at no additional expense to Owner. 2. Contractor shall make 120 volt connection to the irrigation controllers. Electrical power source to controller locations shall be provided by others. 3.02 TRENCHING A. Excavations shall be straight with vertical sides, even grade, and support pipe continuously an bottom of trench. Trenching excavation shall follow layout indicated an drawings to the depths below finished grade and as noted. Where lines occur under paved area, these dimensions shall be considered below subgrade. B. Provide minimum cover of 24 inches on pressure supply lines 2 % inches and smaller. C. Provide minimum cover of 18 inches for control wires. D. Provide minimum cover of 12 inches for non-pressure lines. E. Pipes installed in a common trench shall hove a 6 inch minimum space between pipes. 3.03 BACKFILLING A. Backfill material on all lines shall be the same os adjacent soil free of debris, litter, ond rocks over %-inch in diameter. B. Backfill shall be tamped in 4-inch layers under the pipe and uniformly on both sides for the full width of the trench and the full length of the pipe. Backfill materials shall be sufficiently damp to permit thorough compaoction, free of voids. Backfill shall be compacted to dry density equal to adjacent undisturbed soil and shall conform to adjacent grades. C. Flooding in lieu of tamping is not allowed. D. Under no circumstances shall truck wheels be used to compact backfill. E. Provide sand backfill a minimum of 6 inches over and under all piping under paved areas. 3.04 PIPING A. Piping under existing pavement may be installed by jacking, boring, or hydraulic driving. No hydraulic driving is permitted under asphalt pavement. 8. Cutting or breaking of existing pavement is not perm it ted. c. D. E. F. G. H. I. J. K. Carefully inspect all burrs and reaming. verification. pipe and fittings before installation, remaVIing dirt, scale, Install pipe with all markings up for visual! inspection and Remove all dented and damaged pipe sections. All lines shall have a minimum clearance of 6 inches from each other and 12 inches from lines of other trades. Parallel lines shall not be installed directly over each other. In solvent welding, use only the specified primer and solvent c:ement and make all joints in strict accordance with the manufacturer's recommended methods including wiping all excess solvent from each weld. Allow solvent welds at least 15 minutes setup time before moving or handling and 24 hours curing time before filling. PVC pipe shall be installed in o manner which will provide for expansion and contraction as recommended by the pipe manufacturer. Centerlood all plastic pipe prior to pressure testing. All threaded plastic-to-plastic connections shall be assembled using Teflon tape. For plastic-to-metal connections, work the metal connections first. Use a non-hardening pipe dope an all threaded plastic-to-metal connections, except where noted otherwise. All plastic-to-metal connections shall be made with plastic female adapters. 3.06 A. The exact location of the controller shall be approved by the Landscape Architect or Owner's authorized representative before installation. The electrical service shall be coordinated with this location. B. The Irrigation Contractor shall be responsible for the final electrical hook up to the irrigation controller. C. The irrigation system shaU be programmed to operate during the periods of minimal use of the design area or in accordance with the irrigation schedule provided. A. B. c. D. E. CONTROL WIRING Low voltage control wiring shall occupy the same trench and shall be installed along the same route as the pressure supply lines whenever possible. Where more than one wire is placed in a trench, the wiring shall be taped together in a bundle at intervals of 10 feet. Bundle shall be secured to the mainline with tape at intervals of 20 feet. All connections shall be of an approved type and shall occur in a valve box. Provide an 18 inch service loop at each connection. An expansion loop of 12 inches shall be provided at each wire connection and/or directional change, and one of 24 inches shall be provided at each remote control valve. A continuous run of remote control valve. prior approval. wire shall be used between a controller and each Under no circumstances shall splices .be used without F. Pull boxes for the low voltage control wires shall be provided at a spacing of 480 feet on center along the wire route. An expansion loop of 24 inches shall be provided ot each control wire pull box. 3.07 VALVES A. Automatic control valves, manual valves, gate valves, and ball valves ore ta be installed in the approximate locations indicated on the drawings. B. Valve shall be installed in shrub areas whenever possible. C. Install all valves as indicated in the detail drawings. D. Valves to be installed in valve boxes shall be installed one valve per box. 3.08 VALVE BOXES A. Valve boxes shall be installed in shrub areas whenever possible. B. Each valve box shall be installed on a foundation of 3/4 inch gravel backfiJ~ 3 cubic feet minimum. Valve boxes shall be installed with their tops 1<2-inch above the surface of surrounding finish grade in lawn areas and 2 inches above finish grade in ground cover areas. 3.09 BASKET STRAINER A. Install basket strainer unit as indicated in the detail drawings. B. Install basket strainer at location approved in the field and at height required by local codes. 3.10 SPRINKLER HEADS A. Sprinkler heads shall be installed as indicated on the drawings. B. Spacing of heads shall not exceed maximum indicated on th~ drawings. C. Riser nipples shall be of the same size as the riser opening in the sprinkler body. D. Pop-up sprinkler heads shall not be installed using side outlet openings. 3.11 MISCELLANEOUS EQUIPMENT A. Install all assemblies specified herein according to the respective detail drawings or specifications, using best standard practices. 8. Quick coupler valves shall be set approximately 12 inches from walks, curbs, header boards, or paved areas where applicable. C. Unless designed as an integral part of the irrigation head, anti-drain valves will be installed under every head. The anti-drain valve will be the same diameter as the riser and be integral to the riser assembly. D. Install rain sensors as indicated on the drawings and as recommended by the manufacturer. 3.12 FLUSHING THE SYSTEM A. Prior to installation of sprinkler nozzles, the valves shall be opened and a full head of water used to flush aut the lines and risers. B. Sprinkler nozzles shall be installed after flushing the system has been completed. CONTINUED ON NEXT SHEET 5 L. All solvent weld mainline piping is to be secured with minimurrn one cubic foot thrust blocks at all directional changes. Bell and gasket pipe to have a Leemco joint restraint system installed on all fittings in lieu olf thrust blocks. r-------------------------------------------~ ~ ~ 8 •AS-BUILr DATE REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. I s~:n II CITY OF CARLSBAD PLANNING DEPARTMENT LANDSCAPE SPECIFICATIONS I~ ~ I 3.13 ADJUSTING THE SYSTEM A. Contractor shall adjust valves, align heads, and check coverage of each system prior to coverage test. B. If it is determined by the Architect or Owner's autho-ized representative that additional adjustments or nozzle changes will be required to provide proper coverage, all necessary changes or adjustments shall be mode prior to any planting. C. The entire system shall be operating properly before any planting operations commence. D. Automatic control valves are to be adjusted sa that the sprinkler heads operate at the pressure recommended by the manufacturer. 3.14 TESTING AND OBSERVATION A. B. c. D. E. Do not allow or cause any of the work of this section to be covered up or enclosed until it has been observed, tested and accepted by the Architect, Owner, and governing agencies. The Contractor shall be solely responsible far notifying the Architect, Owner, and governing agencies, a minimum of 48 hours in advance, where and when the work is ready for testing. When the sprinkler system is completed, the Contractor shall perform a coverage test of each system in its entirety to determine if the water coverage for the planted areas is complete and adequate in the presence of the Architect. The Contractor shall furnish all materials and perform all work required to correct any inadequacies of coverage due to deviations from the plans, or where the systern has been wilfully installed as indicated an the drawings when it is obviously inadequate, without bringing this to the attention of the Architect. This test shall be accepted by the Architect and accomplished before starting any planting. Final inspection will not commence without record drawings as prepared by the Irrigation Contractor. 3.15 MAINTENANCE During the maintenance period the Contractor shall adjust and maintain the irrigation system in a fully operational condition providing complete irrigation coverage to all intended plantings. 3.16 COMPLETION CLEANING Clean-up shall be made as each portion of the work progresses. Refuse and excess dirt shall be removed from the site, all walks and paving shall be broomed, and any damage sustained on the work of others shall be repaired to original conditions. END OF SECTION SECTION 02950 LANDSCAPE PLANTING Port 1 -GENERAL 1.01 WORK INCLUDED A. Soil Preparation. B. Planting. C. Staking. D. Sodding. E. Clean up. 1.02 RELATED WORK A. Section 02811 -Landscape Irrigation System. 1.03 QUALITY ASSURANCE A. Source Quality: 1. Submit documentation at least 60 days prior to planting that all plant materials are available. Materials are subject to inspection after confirmation of ordering. 2. Materials ore subject to inspection at place of growth and upon delivery, for conformity to specifications. Inspection, approval and rejection can also take place at other times during progress of work. 3. Request, in writing, inspection of plant materials at place of growth. Identify place of growth, and quantity of plants to be inspected. 4. As described in the planting notes for tree tagging, the Architect may opt to either visit the tree nursery or review photographs submitted by the Contractor. In either case visit the nursery and select trees conforming to specifications prior to review by the Architect. 1.04 SUBMITTALS A. Prior to installation submit for review and approval specifications and product information on items being used on project. Submit bound with list of items as cover sheet. Conform to Section 01300. 1.05 DELIVERY. STORAGE AND HANDLING A. Deliver fertilizer to site in original unopened containers bearing manufacturer's guaranteed chemical analysis, name, trade mark, and conformance to State law. B. Provide copies of receipts for all amendments specified in these specifications or in the Soils Report. C. Deliver plants with legible identification labels. Label trees, evergreens, bundles of containers of like shrubs and graundcover plants. State correct plant name and size indicated on plant list. Use durable waterproof labels with water-resistant ink wh1ch will remain legible for at least 60 days. D. Protect plant material during delivery to prevent damage to root ball or desiccation of I eaves. E. Notify Architect 7 days in advance of delivery of plant materials and submit itemization of plants in each delivery. F. Store plants in shade and protect from weather. G. Maintain and protect plant material in a healthy, vigorous condition. H. Exercise care in handling, loading, unloading and storing of plant materials. Replace damaged materials. 1.06 JOB CONDITIONS A. Perform actual planting only when weather and soil conditions ore suitable in accordance with locally accepted practice. B. Coordinate this work of this section with installation of underground irrigation system, utilities, piping and watering heads. 1.07 SAMPLES AND TESTS A. Architect reserves the right to take and analyze samples of materials for conformity to sp~cifications.. P~ovide .samples for t~sti~g upon request. Remove rejected matenals from s1te 1mmed1ately upon rejeCtion at no additional cast. Testing costs will be paid for by Owner if materials prove to be in compliance with specifications. B. Prior to amending soils, contractor shall have soil tested for agricultural suitability as described in planting notes. C. Provide 1 cubic foot sample of medium grind topping mulch to Architect for review and approval. 1.08 GUARANTEE A. Guarantee materials against poor, inadequate, diseased and inferior materials and workmanship far one year after 90 day maintenance agreement expiration. Port 2.-PRODUCTS 2.01 MATERIALS A. B. c. D. E. F. G. The following organic, soil amendments and fertilizer are to be used for bid purposes only. Specific amendments and fertilizer will be selected and specified after rough grading operations are complete and Contractor has had soil samples tested. provide standard, approved and first-grade quality materials, in prime condition when Installed and accepted. Deliver commercially processed and packaged material in manufacturer's unopened containers bearing the manufacturer's guaranteed analysis. Supply a sample of all supplied materials accompanied by analytical data from an approved laboratory source illustrating compliance, or bearing the manufacturer's guaranteed analysis. Organic Amendment: 1. Nitrogen Stabilized: 0.56 to 0.84 percent N based on dry weight for wood residual or rice hulls. 2. Particle Size:. 95 to 100 percent passing 6.35 mm standard sieve; 80 to 100 percent pass1ng 2.33 mm standard sieve. 3. Salinity: Ensure that saturation extract conductivity does not exceed 3.5 millimohs per centimeter at 25 degrees C. as determined by saturation extract method. 4. Iron Content: Minimum 0.08 percent dilute acid soluble Fe on dry weight basis. 5. Ash: 0 to 6 percent dry weight. Soil Amendment: 1. Soil Sulfur: Agricultural grade sulfur containing minimum of 99 percent sulfur expressed as elemental. 2. Iron Sulfate: 20 percent iron expressed as metallic iron, derived from ferric and ferrous sulphate, 10 percent sulfur expressed as elemental. 3. Calcium Carbo_nate: g5 percent lime as derived from oyster shells. 4. Gypsurn: Agncultural grade product containing 98 percent minimum calcium sulphate. Fertilizer: 1. Planting Fertilizer: pelleted or granular form consisting of the following percents by weight and mixed by commercial fertilizer supplier: 6-nitrogen, 20-phosphoric acid, 20-potash. 2. Planting Tablets: Provide slow-release type with potential acidity of not more than 5 percent by weight containing the following percents by weight of nutrients listed: 20-n itrogen, 1 0-phaspharic acid, 5-potash, 2.6-combined calcium, 1.6-combined sulphur, 0.35-iron elemental from ferrous sulfate. Provide in 21 gram tablets manufactured by Agriform, or other approved. 3. Hydroseeding Fertilizer: provide ammonium phosphate which consists of the following percent by weight and mixed by a commercial fertilizer supplier: 16-nitrogen, 20-phosphoric acid, 0-potash. 4. Pre-Sod fertilizer: Provide type consisting of the following percents by weight and mixed by a commercial fertilizer supplier: 16-hydrogen, 20-phosphoric acid, 8-potash. 5. Sulphate of potash: 0-0-50. 6. Single super-phosphate: Commercial product containing 18 to 20 percent available Phosphoric Pentoxide, or other approved. 7. Urea formaldehyde: 38-0-0. 8. Hydroseeding fertilizer: provide omonium phosphate which consists of the fallowing percent by we1ght and mixed by a commercial fertilizer supplier: 1 6-nitrogen, 20-phosphoric acid, 0-potash. · Import or Amended Top Soil: Ensure silt plus clay content of top soil does not exc.eed 20 percent by weight, with a minimum 95 percent passing the 2.0 mm sieve. Do not allow the sodium absorption ratio SAR to exceed 6. The electrical conductivity (ECE) of the saturation extract cannot exceed 3.0 millimohs per centimeter at 25 degrees C. Ensure boron content is less than 1 part per million as measured on the saturation extract. To ensure compliance with these requirements, submit samples of soil for analysis prior to, and following backfilling. Plant Materials: 1. Provide plant materials in accordance with State Department of Agriculture's regulation for nursery inspections, rules and ratings. Provide plants with a normal habit of growth, sound, healthy, vigorous and free from insect infestations, plant diseases, sunscolds, and ather disfigurements. Ensure tree trunks are sturdy and have well hardened systems and vigorous and fibrous root systems which ore not root or pot-bound. In the event of disagreement as to condition of root system, the root conditions of the furnished plants in containers will be determined by removal of earth from the roots of not less than two plants, or more than 2 percent of the total number of plants of each species or variety. Where container grown plants ore from several sources, roots of not less than two plants of each species or variety from each source will be inspected. In the event that the sample plants inspected are found to be defective, the entire lot or lots of plants represented by the defective samples may be rejected. Plants rendered unsuitable for planting due to this inspection will be considered samples and will be provided at no cost to the Owner. _j_ ___ _ CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT 2. 3. 4. 5. 6. 7. 8. 9. Size of plants will correspond with that normally expected for species and variety of commercially available nursery stock or as specified on drawings. The minimum acceptable size of plants measured before pruning with the branches in normal position, must conform with the measurements specified in plant list. If OP.proved by The Owner, larger sized plants may be used, but without additional cost. If larger plants are approved for use, the ball of earth or spread of roots for each plant will be increased proportionately. Plants not meeting requirements of these specifications are considered to be defective whether in place or not. They must be immediately removed and replaced with new acceptable and afproved plants of the required size, species and variety at no odditiono cost to the Owner. Pruning: Do not prune, trim, top or alter the shape of trees or plants except as approved. Prov1de plant material true to botanical and common name and variety as specified in Annotated Checklist of Woody Ornamental Plants in California, Oregon and Washington, published by University of California School of Agriculture (latest edition). Nursery Grawn and Collected Stock: Grow under climatic conditions similar to those in locality of project; container-grown stock in vigorous, healthy condition, not root-bound or with root system hardened off. Use only liner stock plant material which is well established in removable containers or formed homogeneous soil sections. Sod: Provide Marathon II or approved equal. Select trees which are aesthetically desirable and are good examples of the species. Trees with gashes, m1sshapen trunks or branches, topped leaders, structural defects, badly crossed branches, or other visual defects will not be accepted. Seed: Label seed and provide in sealed containe1rs with signed copies from vendor certifying that each container is fully labeled in compliance with State Agricultural Code and is in complianc,e with minimum requirements of these specifications. Wet, moldy or damaged seed will not be permitted. Provide seed mix per plan. H. Hydroseeding Fiber Mulch: Provide Hydro-mulch as manufactured by Conwed, or other approved equal, composed of wood cellulose fiber and containing no germination or growth inhibiting factors. Ensure a consistent texture whichdisperses evenly and remains suspended in agitated water. Provide with o temporary green dye and the following percentage property analysis: moisture content 9 plus or minus 0.8; 3 o.d. basis; organic matter 99.2 plus or minus 0.8; ash content 0.8 plus or minus 0.2; pH 4.8 plus or minus 0.5;water holding capacity (grams of H20 per 100grams of fiber) 1150 minimum. I. Hydroseeding Additive (Binder): Provide Ecology Controi-M-Binder organic seeding additive. J. Guying and Staking Materials: 1. Wood Tree Stakes: lodge pole pine, full treated with Coppernaphthanate Wood Preservative in strict accordance with FS lT-W-572 Type I, Composition B, 2 inch minimal normal size diameter by 10 feet long, no split stakes. 2. Ties: Provide rigid tie stock No. CT, size corresponding to tree box size as manufactured by VIT Company or other approved. K. Tree Paint: Provide Morrison Tree Seal, Cabot Tree Paint, or other approved. L. Water: Provide clean, potable water. M. Mulch: Provide medium grind bark, consisting of organic, fibrous, woody bark mixture of varied particle size such that 90 to 100 percent passes 1 inch sieve7 80 to 100 percent passes 1/2 inch sieve, and 20 to 60 percent passes 1 4 inch sieve, or approved equal. Mulch shall be free of contaminants and weed seed and shall have a pleas1ant musty or moldy soil-like odor. Putrid, ammonia and sour-smelling materials will be deemed unacceptable. Recycled construction materials will n1ot be permitted. N. Wood Headerboords: 1. Provide 2-inch by 4-inch pressure treated Douglas fir or redwood construction grade headerboards. Make splices with 1-inch by 4-inch pieces no less than 12 inches long. Place 1-inch by 3-inch by 16-inch stakes at intervals of not more than 5 feet. Cut stakes level and set below top of h eaderboards. 2. On sharp turns and curves, four %-inch by 4-imch laminated boards, or twa 1-inch by 4-inch laminated boards may be permitted. 3. Nail slakes and splices with galvanized common nails. Nail as required for solid installation. 4. Provide header as shown on drawings, laid true to line and grade, protect in-place adjacent improvements, shrubbery and other properties. Place stakes on ground cover side of header. 0. Sand: Provide washed silica sand. P. Root Barrier: UB24-2 by Deep Root Corp., (800)458-7668. Install at all trees within 5' of concrete paving, curbs or mow st1rips, or as shown on plans.. Install barrier with vertical ribs facing toward! the tree and with the top edge ~ • above fin ish grade. Part 3 -EXECUTION 3.01 INSPECTION A. Obtain certification that final grades to 1/10 foot hove been established prior to commencing landscaping operations. Provid'e for inclusion of all amendments, settling, etc. Be responsible for shapilng all planting areas as indicated on drawings or as required. B. Inspect trees, shrubs and liner stock plant material for injury, insect infestation and trees and shrubs for improper pruning. C. Do not begin planting of trees until deficiencies are corrected or plants replaced. 3.02 PREPARATION A. Soil Preparation: B. 1. After proper finished grades have been verified or established, crass-rip all planting areas to a depth of 12", condition and fertilize soil in accordance with recommendations of soil testing laboratory and as approved by Owner. The following is for bid purposes only. Uniformly spread and cultivate amendments thoroughly by means of mechanical tiller into top 6 inches of soil. Application rates per 1,000 square feet: Nitrogen stabilized organic amendment 4 cubic yards 16-16-16 Commercial Fertilizers 15 lbs. Agricultural gypsum 100 lbs. Soil sulphur 20 lbs. 2. At time of planting, ensure that top 2 inches of all areas to be planted or seeded are free of stones, stumps, and other deleterious matter 1 Inch in diameter or larger, and free from wire, plaster, concrete, wood, an~ similar materials which would cause hindrance to planting or mamtenonce. Final Grades: Make minor modifications to grade as may be necessary to establish required final grade. Ensure that finish grade provides proper drainage of the site and surface drainage is away from building. Final grades are to be 1 inch below adjacent paved areas, sidewalks, valve boxes, headers, clean-outs, drains, manholes, etc., or as shown on drawings or required by City. Eliminate erosion scars prior to commencing maintenance period. 3.03 PLANTING INSTALLATION A. General: 1. Perform actual planting only during those periods when weather and soil conditions ore suitable and in accordance with locally accepted practice, as approved. 2. Distnbute in planting areas only as many plants as· can be planted and watered that some day. 3. Ensure that containers which are opened and plants removed are handled with core such that ball of earth surrounding roots is not broken and that plants ore planted and watered immediately. Do not open containers prior to placing plants in planting areas. 4. The irrigation system shall be operational and approved prior to planting. B. Pre-Plant Weed Control: 1. Use a non-selective systemic contact herbicide as recommended and applied by an approved licensed landscape pest control advisor and applicator. Leave sprayed plants intact for at least 15 days. 2. Clear and remove these existing weeds by mowing or grubbing off all plant parts at least 2 inches below surface of soil over entire areas to be planted. 3. After irrigation system is operational, apply water for 10 days as needed to achieve weed germination. Apply contact herbicides and wait as needed before planting. Repeat as required. 4. Maintain weed free site until acceptance by Owner. C. Loy-Out: Mark locations for plants and outlines of areas to be planted before any plant pits are dug. Gain City approval. If underground construction or utility lines are encountered in the excavation of planting areas, other locations for planting may be selected by Owner. Accomplish layout with flagged grade stakes indicating plant names and specified container size on em;h stake. Confirm location and depth of underground utilities and obstructions. D. Planting of Trees and Shrubs: 1. Strip and stack approved excavation for planting which is encountered within areas for trenches, tree holes, plant pits and planting beds. 2. Remove from site excess soil generated from planting holes and not used far backfilling. 3. Protect areas from excessive compaction when trucking plants or other materials to planting areas. 4. Provide excavated holes with vertical sides with roughened surfaces and of a size twice the diameter and 1-1/2 times the depth of the root ball for all trees and shrubs. 5. Cut cans an two sides with acceptable can cutter only. Do not injure root boll. Superficially loosen edge roots on three sides after removing from can. 6. Remove bottom of plant boxes before planting. Remove sides without damage to root boll after positioning plant and partially backfilling. 7. Center plant in pit or trench. 8. Face plants with fullest growth into prevailing wind. 9. Set plant plumb and hold rigidly in position until soil has been firmed around ball or roots. 10. Backfill container plants with: 6 parts by volume on-site soil 4 parts by volume organic amendment 1 pound 6-20-20 fertilizer mix/cu. yd. of mix 2 pounds iron sulfate per cubic yard of mix Note: The above is for bid purposes only. Specific backfill recommendations are made as a result of the soils testing described on the planting plan. 11. Raise all plants which settle deeper than the surrounding grade. After plant has been placed, add sufficient backfill to hole to cover approximately 1/2 of root ball. Add water to the top and thoroughly saturate root ball and adjacent soil. 12. After water has completely drained, place planting tablets: 1 tablet per 1-gallon container 2 tablets per 5-gollon container 3 tablets per 1 5-gallon container 4 tablets per 24 inch box 5 tablets per 30 inch box 6 tablets per 36 inch box 7 tablets per 42 inch box 8 tablets per 48 inch and larger boxes Set planting tablets with each plant on top of root ball while plants are still in their containers so the required number of tablets can be verified. I ~ 5 CONTINUED ON NEXT SHEET ,----------------------------------------------1 ~ ~ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ; ~ ,. .................................. ,. .............................. ,. .......... ,--AS------B•U--I•L•T"----------r-R•E•VI.SI•O•NS•M•U•S•T•B•E•A•PP•R•O•V•ED•B•Y•P•U•B•LI•C•HE•A•L•TH•E•N•G•IN•E•ER•.------~~~B~H~1Brr7~~~~~~~C~I~TY~~O~F~C~A~R~L~S~B~A~D~~~~~~B~H~E1c~81~8~~ ~ 1"\ ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO . PI.ANNINCJ DEPARTMENT . o. llTARE MALCOMB IMPLEMENTATIONINFIELD. ~ VVn ~ LANDSCAPE SPECIFICATIONS w Leading Design for Commercial Real Estate ;r~~~ .. ~;.:~~ DArE LA POSADA DE GUADALUPE iu: Lll/JC...' ~ R I D G E MEN'S SHELTER _C~L'~~--1\. P ~~~~~"'r l A N D S CAPE L.A. EXP. El ==<u•~ 6363greenwk:hclr. ste.l75 ~\ V Dl/2111 ARCHITECTS 1----J---j------------------------------------+------JI APPROVED ill J:,~r7c,~ ~:.:::~ 92122 ~2-i\i!!...:/~ 8841 Research Drive Rt:VIEWED IIY: ""'==~-----------------------~~-------1 ~ graphics lB5B.6JB.7506 Cf:" (""J>.Lw Suite 200 1----+-+----------------------------+----1 "'P:::LA:::::N'::':NI'::N::G~:==::::;;:======~;::::=D=AT;:E===~· !; d vel Irvine, CA 92618 r i www.ridgela.com CHKD BY __ .:.:R:::.S __ __ site e opment Tel 949 387 1313 DATE BY DESCRIPTION APP'D OWN BY LA I PROJECT NO. II DRAWINCI NO. I ~ L.------------------------------------------------------------------------------------------------------------~L-------------------------------------l-----------------~:::::::::::::.J..IN•SP•E~CT~O~R-------------------D~A~TE~ .. .J ................ .!R:E~V~I=S:IQ~N:S~----------------~;r;IE;LO~BY~~~~~·;;;;;;X;X;;;;;;~;;;;;XX;;;;;;~~ ~ E. F. G. H. 13. Backfill remainder of hole and tamp firm. Construct on earthen basin around each plant after backfilling. Provide basin of depth sufficient to hold ot least 2 inches of water. Construct basins with amended backfill. Remove basin in all turf areas after initial watering. 14. Limit pruning to minimum necessary. Remove injured twigs and branches. Pruning may not be done prior to delivery of plants. Point cuts over 3/4 inch in diameter with tree paint. 15. Stake trees immediately after planting. Install stakes plumb. 16. Do not bring iron sulfate into contact with concrete surfaces due to potential staining. Contractor is responsible for cleaning or replacing stained surfaces. Planting Groundcover: 1. Ensure that groundcaver remains in the flats until transplanting. Flats' soil must contain sufficient moisture so it will not fall apart when lifting plants. 2. Plant groundcovers in straight rows evenly spaced unless shown otherwise, and at intervals required by drawings. Use triangular spacing unless otherwise noted on drawings. 3. Plant each rooted plant with its proportionate amount of flat soil. Immediately sprinkle after planting until entire area is soaked to full depth of each hole. Protect plants from damage and trampling. Hydroseeding: 1. Install large trees and shrubs (5 gallon and larger) if they occur in h ydroseeded areas. 2. Install trees and shrubs (1 gallon) and groundcovers from flats if they occur in hydroseeded areas. 3. 4. 5. Provide seed mixes as shown on plan. Apply hydro-seed by an approved hydro-mulch company. Apply in a form of slurry consisting of cellulose fiber, seed, chemical additives, commercial fertilizer and water. When hydraulically sprayed on soil, ensure that hydro -mulch forms o plotter like groundcover impregnated uniformly with seed and fertilizer and allows the absorption of moisture and rainfall to percolate to the underlying soil. 6. Prepare the slurry at the site by first oddirg water to the tank when the engine is at half throttle. · When water level has reached height of agitator shaft, provide full circulation, then odd seed, followed by fertilizer, then mulch. Only odd the mulch to the mixture after the seed and the tank is at least 1/3 filled with water. By the time the tank is 2/3 to 3/4 full, all mulch shall be in. Commence spraying immediately when tank is full. 7. Spray with uniform visible coat by using the green color as a guide. Apply the slurry in a sweeping motion, in an arched stream so as to fall like rain allowing the wood fibers to build on each other until a good coat is achieved and the material is spread at the required rates. Remove slurry not used within two hours from the site. 8. 9. Fill out the daily worksheets by the nozzle man, with the following information: Seed type and amount, mulch type and amount, number of loads and amount of water, seeding additive type and amount, area covered and equipment used, capacity and license number. 10. Do not allow any slurry to be sprayed into ony reservoir basin or drainage ditches and channels which may impede the flow of rain or irrigation water. Clean up any spilled slurry. 11. After application of hydro-mulch, wash excess material from previously planted materials and architectural features. Avoid washing or eroding mulch materials. 12. Ensure that application equipment has a built-in agitation system and operating capacity sufficient to agitate, suspend and mix a slurry containing not less than 40 pounds of fiber mulch plus a combined total of 7 pounds fertilizer solids for each 100 gallons of water. 13. Slurry distribution lines shall be Iorge enough to prevent stoppage and shall be equipped with a set of hydraulic spray nozzles which will provide a continuous non-fluctuating discharge. Capacity requirement is 1,500 gallons, mounted on a traveling unit, either self-propelled or drawing by a separate unit which will place slurry tank and nozzles within sufficient proximity of areas to be seeded. 14. Hydraulic equipment used for pesticide applications shall consist of a clean 150 gallon capacity fiberglass tank, complete with mechanical agitation. Pump volume shall be 10 gallons per minute, while operating at a pressure of 100 pounds per square inch. Distribution lines shall be large enough to corry the volume of water necessary for even chemical distribution. Spray nozzle must cover a 15-foot swath, with a minimum output of 5 gallons per minute at 80 pounds per square inch. Sod Planting: 1. Remove rocks, weeds and debris from areas to be sodded. Work up soil to a depth of 6 inches, and break up all clods. 2. Carefully smooth all surfaces to be sodded. Roll area to expose soil depressions or surface irregularities. Re-grade as required. 3. Spread turf fertilizer 16-20-0 onto sail evenly at rate of one pound per 100 square feet of lawn area. Rake in lightly. Be sure soil is level and smooth before laying sod. Avoid laying sod on bone dry soil. 4. Lay first strip of sod slobs along a straight line use a string in irregular areas. Bull joints tightly, do nat overlap edges. On second strip, stagger joints much as in laying masonry. Use a sharp knife to cut sod to fit curves, edges, sprinkler heads. 5. Do not lay whole lawn before watering. When a conveniently large area has been sodded, water lightly preventing drying. Continue to lay sod, and to water until installation is complete. 6. After laying sod, roll lightly to eliminate irregularities and to form good contact between sod and soil. Avoid heavy roller or excessive initial watering which may cause roller marks. 7. Water thoroughly the completed lawn surface. Soil should be moistened at least 8 inches deep. Repeat sprinkling ot regular intervals to keep sod moist at all times until rooted. After sod is established, decrease frequency and increase amount of water per application as necessary. 8. Replace all dead or dying sod with equal material. Mulch Cover: Dress all groundcover, perennial and annual beds with 2" layer of mulch, except 2:1 slopes and turf areas. 3.04 CLEAN-UP A. After all planting operations are complete, remove all trash, excess soil, empty plant containers, and rubbish from the property. Repair scars, ruts and other marks in the ground and leave ground in a neat and orderly condition. B. Leave the site in a broom-clean condition, and wash down all paved areas within the project site. Leave walks in a clean and safe condition. 3.05 OBSERVATION SCHEDULE A. Notify Owner in advance for the following inspections, according to the time specified: ----·-.. --·· B. No site visits shall commence without all items noted in previous observation reports either completed or remedied unless such compliance has been waived by the Architect. END OF SECTION SECTION 02970 LANDSCAPE MAINTENANCE Part 1 -GENERAL 1.01 SECTION INCLUDES A. 90 day maintenance. B. Weeding. C. Fertilization. 1.02 RELATED WORK SPECIFIED IN OTHER SECTIONS A. Section 02811 -Landscape lrr'1gation. B. Section 02950 -Landscape Planting. C. Section 02520 -Portland Cement Concrete Paving. 1.03 QUALITY ASSURANCE A. Pr01vide services by an experienced landscaping maintenance company. 1.04 MAINTEINANCE PERIOD A. B. Continuously maintain all site areas involved in this contract during the pro,gress of work and during the maintenance period until final acceptance of the' work by City. Improper maintenance or possible poor condition of the pro,ject at the termination of the scheduled maintenance period may cause postponement of the final completion date of the Contract at no additional cost to Owner. Continue maintenance until acceptable to the Owner. Pr01vide sufficient numbers of workers and adequate equipment to perform work during maintenance period. C. Maiintenonce period does not start until all elements of construction, planting, and irrigation for the complete project are in accordance with the contract documents for this project. D. Request an inspection to begin maintenance period after all planting and related work has been completed in accordance with contract documents. Moiintenonce period commences os described in written notification by the Owmer. E. Prior to commencement of maintenance period, ensure that all ground covers and lawn areas have been planted and that all lawn areas show an even, healthy stand of gross seedlings or sod, grass having been mown twice. F. Any day or days that there is failure to properly maintain plantings, replace suitable plants, perform weed control or maintain hardscape areas will not be cre,dited as part of the 90 days maintenance. The project will not be segmented into maintenance phases. G. Keep paved areas free of silt, dirt, leaves and other planting area debris. Maintain these areas at least broom clean through the duration of the maintenance period, cleaning no less often than once per week. 1.05 GUARANTEE AND REPLACEMENT A. Guarantee: Guarantee plant material against any and all poor, inadequate or inferior materials and workmanship for one year. Replace plants found to be dead or in poor condition due to faulty materials or workmanship, at no extra cost to Owner. B. Replacement: Replace materials found to be dead, missing or in poor condition during the maintenance period immediately. The Architect is the soJ,e judge of the acceptability of condition. Make replacements of materials witlhin 15 days after condition develops or written notification from Architect has been sent. Architect has the right to make emergency repairs without releasing Contractor's guarantee and warranty to Architect. 1. 06 INSPECTIONS A. Request normal progress inspection at least 72 hours in advance of on anticipated inspection. Inspections are as follows: 1. Immediately prior to commencement of this maintenance work. 2. Completion of first [90] day maintenance period. 3. Final acceptance. 1.07 PROJECT FINAL ACCEPTANCE A. B. Prior to date of final inspection, acquire approved reproducible prints and finally record from the job record set, all changes mode during construction and deliver them to Architect. Deliver guarantees to Architect. Part 2 -PRODUCTS 2.01 MATERIALS A. Ensure that all materials conform to other sections of these specifications for planting and irrigation, and as acceptable to Architect. · B. Provide monthly record of all herbicides, insecticides and disease control chemicals used on site. Part 3 -EXECUTION 3.01 MAINTENANCE A. Weed and cultivate all areas at intervals of not more than 10 days. B. Perform watering, mowing, rolling, edging, trimming, fertilization, spraying, pest control, and cleaning as may be required.Street gutters and curbs are to be included. C. Maintain adequate protection for people and property, and be financially responsible for damages and injuries. Notify the Architect immediately should damage occur as a result of maintenance operations and provide repair or remuneration. D. Between the 15th and 20th calendar day of the maintenance period, reseed or resod all spots or areas within the lawn where normal turf growth is not evident. 3.02 TREE AND SHRUB CARE A. Watering: Maintain a Iorge enough water basin around plants so that enough water can be applied to establish moisture through the major root zone. When hand watering, use a water wand to break force of water. B. Pruning: 1. Prior to any pruning obtain written approval from the Arch1itect to proceed. 2. Trees: a. Propose tree pruning to the Architect should there be health or structural reasons for doing so, including the need to eliminate diseased or damaged growth, eliminate structurally unsound growth, reduce potential for wind toppling or wind damage, or maintain growth within limited space. b. If requested b,Y the City provide pruning for aesthetic enhancement according to 'prunin';l" by Sunset Books. c. Major pruning of dec1duous trees shall be during their dormant season. 3. Shrubs: a. The objectives of shrub pruning are the same as for trees. Do not clip shrubs into balled or boxed forms unless such is required by the design. b. Make pruning cuts to lateral branches or buds or flush with trunk. Stubbing will not be permitted. C. Staking and guying: Ensure that stakes and guys remain in place through acceptance and monitor to prevent girdling of trunks or branches and to prevent rubbing that causes bark wounds. All nursery stakes shall be removed. D. Weed control: Keep approved herbicides. roots. Use mulches germination. all areas free of weeds. Use recommended legally Avoid frequent soil cultivation that destroys shallow per specifications to help prevent weed seed E. Insect and disease control: Maintain a reasonable control with approved materials. F. G. Fertilize as specified by the agronomic soils testing recommendations and as follows for bid purposes: 1. Commencement of maintenance period -6 pounds per 1,000 square feet with tap dress fertilizer. 2. At end of first 30 days of maintenance period - 6 pounds per 1,000 square feet with top dress fertilizer. 3. At end of maintenance period and at 30 day intervals should maintenance period be extended for any reason - 6 pounds per 1,000 square feet with fertilizer mix. · 4. Avoid applying fertilizer to the root ball and base of main stem; rather, spread evenly under plant to drip line. Rates will vary from about a cup of nitrate fertilizer (depending upon nitrogen percentage) oround a newly installed small plant to about 1/2 pound of actual nitrogen per inch of truck diameter measured four feet from the ground for mature trees. Replacement of plants: Replace dead, dying and missing plants with plants of a size, condition and variety acceptable to the Architect a1t no additional cost to the Owner. 3.03 GROUND COVER CARE A. Weed control: Control weeds, preferably with pre-emergent herbicides, but also by hand or with selective systemic herbicides. Hoe weeds as little as possible since this may result in plant damage. B. Watering: Water enough that moisture penetrates throughout: root zone and only as frequently as is necessary to maintain healthy growth. C. Trash: Remove as it accumulates, but no less often than weekly. D. Edging and trimming: Edge ground cover to keep in bounds. E. Replace dead and missing plants at no additional cast to the Owner. 3.04 LAWN AND TURF CARE A. Turf must be well-established prior to final acceptance. B. Watering: Water lawns at such frequency as weather conditions required to replenish soil moisture below root zone. C. Weed control: If needed, control broad leaf weeds with selective herbicides. D. Mowing: . 1. Perform mowing at such times of the day or week as may be requested by the Owner so os not to impede the Owner's operations.. Mowing times may be at times other than normal working hours or days. Perform work at Owner's convenience at no additional cost to the Owner-. 2. Clean up grass clippings during and after mowing, and remove legally from site. Use of blowing-type equipment in lieu of sweeping or vacuuming is not acceptable. ·------_,_ _____ _ CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT E. Renovating: 1. If required, remove thatch by verticutting, preferably in the Fall of the year, but otherwise in the Spring. At this time, fertilize with nitrate and over-seed if needed. Over-seeding must precede pre-emergent herbicides by at least 4 to 6 weeks. Normally, this means that lawns which have been invaded by crabgrass would be renovated and over-seeded in the Fall and treated for crabgrass control in the following late Winter. 2. Clean up gross clippings during and after mowing, and remove legally from site. Use of blowing-type equipment in lieu of sweeping or vacuuming is not acceptable. 3.05 IRRIGATION SYSTEM A. Inspection: Check all systems for proper operation. Lateral lines must be flushed out after removing the last sprinkler head or two at each end of the lateral. Adjust heads as necessary for unimpeded coverage and no overspray. 3.05 IRRIGATION SYSTEM A. Inspection: Check all systems for 'proper operation. Lateral lines must be flushed out after removing the last sprinkler head or two at each end of the lateral. Adjust heads as necessary for unimpeded coverage and no oversproy. B. Controllers: Set and program automatic controllers for seasonal water requirements. Give Owner a key to controllers and instruction on how to turn off system in case of emergency as specified in other sections of these specifications. C. Repair all damages to irrigation system at no additional cost to the Owner. Make all repairs within one watering period. END OF SECTION I .----------------------------------------------1 ~ APPROVED FOR PLANTING AND ~ IRRIGATION ONLY, INCLUDING PRECISE ~ LOCATION OF PLANTING AREAS. ~ r---------------------------------~·------------------------------,------------------------------r-----------------------------------------r,~~s~H1~Es~ET~~~~~~C~I~TY~~O~F~C~AR~L~S~B~A~D~~~~~~s~H~E~~Esl~a~~ ~ ·As eu 1 Lr REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER. If -ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO PLANNING DEPARTMENT IMPLEMENTATION IN FIELD. ~ WARE MALCOMB Leading Design for Commercial Real Estate CATE LANDSCAPE SPECIFICATIONS ,. LA POSADA DE GUADALUPE MEN'S SHELTER ::: 1. Pre-Job conference - 7 days. 2. Final grade review -48 hours. architecture 6363 greenwlchdr. ste.l75 \V ~t,J~l11 1----+-1-----------------!-----l\ APPROVED I 3. Plant material review -48 hours. planning san diego. california 92122 \\-""\. ~'rAl ~ 4. Plant layout review -48 hours. interiors P 858.638.7277 ~);::: ~31 3 8841 Research Drive 5. Soil preparation and planting operations 48 hours. graphica fS58.638.7506 ~-,::.,1~ 1 Sui~A2oo 1---+-+-----------------------------------t-----i "'P""LA"'N"'N"'I""N:=G-------------------------"D,.-A"'TE.--------- REVIEWED BY: R I D G E LANDSCAPE ARCHITECTS Lit.. EXP. 7. Final inspection - 7 days. S!le eve opment Tel 949 3871323 D~TE BY DESCRIPTION APP'D CHKD BY __ -"R.=.S____ DRAWING NO. 6. Pre-maintenance - 7 days. · d 1 rvine, 92518 owN BY LA I PROJECT NO. II I L. .................................................................................................................... l. ...................................... J. .................. ~::w:ww:.r:id:ge:la:.co:m::~_j~IN:S~PE=C~T:OR:. .................. ~D~AT~E~ .. .J .................. ~R:!E~V~I~S~I~()::N:S:. ................ .J~fi;E~;;;BY~~~~~·;;;;;;;X;X;;;;;;~·;·;;;;;;XX;;;;;;;;~· ~