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HomeMy WebLinkAboutDWG 434-1L; SDP 04-13; HUNTER'S POINTE; 01-42I i ' I ,. ·-. I The Villages of La ·Costa PROJECT ADDRESS : NEC Rancho Santa Fe Rd. & Avenida Soledad; Carlsbad, California LEGAL DESCRIPTION Hunters Pointe La Costa Oaks, North, Being a subdivision of portions of parcel map 10179, filed in the office of the County Recorder of San Diego County, June 17. 1980 as file no. 80-204502, and sections 29. 30, and 32 Township 12 south range 3 west, all In the City of Carlsbad, County of San Diego, State of California. Assessors Parcel #'s 223-031-35 223-031-38 223-031-40 223-032-01 223-032-02 PROJECT DIRECTORY: LANDSCAPE ARCHITECT: SCHMIDT DESIGN GROUP 2655 FOURTH AVENUE $AN DIEGO, CALIFORNIA 92103 PHONE: 619.236.1462 FAX: 619.236.8792 GOVERNING AGENCIES & UTILITY CONTACTS: WATER 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 been completed by submitting the "Final Landscape Certification Form". A request for a final landscap13 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 backflow preventers shall be tested by a certified tester and results must be given to the City and the Carlsbad Municipal Water District. Pipe between the meter and backflow preventer shall be "Schdeule K hard Copper." Approved contract backflow testers can be found on the City web site at: www.cl.carlsbad.ca.uslpdfdoc.html?pid:::340 • ENGINEERING UNDERGROUND SERVICE ALERT t,JNDERGROUND SERVICE ALERT 800.227.2600 CARLSBAD MUNICIPAL WATER DIST. 5950 EL CAMINO REAL '--," .· CALRSBAD, CA 92008 CITY OF CARLSBAD 1635 FARADAY AVENUE CARLSBAD, CA 92008 760.602.2720 GAS & ELECTRIC SAN DIEGO GAS & ELEC_TRIC 4120 OCEANSIDE BLVD. #215 OCENSIDE, CA 92054 EMERGENCY: 800.411.7343 NEW SERVICE: 877.789.9866 CABLEVISION ADELPHIA CABLE 5720 EL CAMINO REAL CARLSBAD, CA 92008 760.931.7000 , CARLSBAD UNIFIED SCHOOL DISTRICT ADMINISTRATION 6225 EL CAMINO REAL CARLSBAD, CA 760.331.5000 OWNER PC-050109 APPLICANT CHELSEA DEVELOPMENT CONTACT: JOHN KOERBER '--._.,/ 760.438.2722 SEWER CITY OF CARLSBAD 5950 EL CAMINO REAL CARLSBAD, CA 92008 760.602.2730 STORM WATER CITY OF CARLSBAD STORM WATER HOTLINE 760.602.2799 PARKS & RECREATION ADMINISTRATION 1200 CARLSBAD VILLAGE DR. CARLSBAD, CA 92008 760.434.2826 TELEPHONE sec NEW PHONE: 800.310.2355 BUILDING CITY OF CARLSBAD 1635 FARADAY AVENUE CARLSBAD., CA 92008 760.602.2700 INSPECTION 760.602.2725 FIRE ADMINISTRATION 2560 ORION WAY CARLSBAD, CA 92008 760.931.2141 POLICE ADMINISTRATION 2560 QRION WAY CARLSBAD, CA 92008 760.931.2131 JULY 6, 2006 LOCATION MAP VICINITY MAP KEY(SHEET)MAP CORINnA smEET RANCHO SANTA Fe ROAD BACKBONI: smEl:T ACCESS AND 7 IMPROVEMENTS PER DRAWING NO. 1 I 386-2 df"-SAN EL/JO ROA[) §1, '/~PROJECT SIT/; f' _/, 0 ·J,. -~N~co . -J . ~ I~ RANCHO SANTA Fe ROAD ~ L~':::, BACKBONI: smEET ~ ACCESS AND cl O IMPROVEMENTS PER ORA WING NO. 386-2 ' DECLARATION OF RESPONSIBLE CHARGE: ' . I HEREBY DECLARE THAT I AM THE LA~DSCAPE ARCHITECT OF WORK FOR THIS_ PROJECT, THAT I HAVE EXERCISED RE$PONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF THE PROJECT DRAWINGS AND 1 SPECIFICATIONS BY THE CITY OF CARLSBAD, THE CARLSBAD MUNICIPAL WATER . DISTRICT, THE COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH ·, IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LANDSCAPE ,ARCHITECT OF WORK, OF MY REPONSIBILITIES FOR PROJECT DESIGN. I i .. if .... ! ;;<· . .,,. • ., :r r-\-,-·:.--•·· .. ,,., .... -. : --:1· '"' -_ ♦ ,:· ,·1, SHEET INDEX TITLE SHEET 1 TITLE SHEET T-1.0 2 LANDSCAPE CONSTRUCTION LEGEND AND NOTES L-1.0 3 LANDSCAPE CONSTRUCTION PLAN L-1.1 ~ 4 -Wl~~~~~S~f!!9~~6A_Nt..l<tltJb~~ l'~t.lT'< . L-1.2 · · f LAN&SCAPE CONSTRUC'fidN~ L-1 3 · · 1--LAtJt,~ lOl\l&"tl'-\lc..TtON l't.D<N1' ~ o-~D<l~Te~(,1:-6-!.Hll:f:£.We. (.()t.)~,~t,t-10~ ~w, ~'all:> "I LAN SCAPE CONSTRUCTION P b\Jlt.CINC.. L-1.4 + ~tc..':>-5"',l1M.,._\N lO ti LANDSCAPE CONSTRUCTION PLAN J L-1.5 . ~ /i 1- 1'2.. 13, 14 '~ lb Ir, 1e LANDSCAPE CONSTRUCTION DETAILS LANDSCAPE CONSTRUCTION DETAILS LANDSCAPE CONSTRUCTION DETAILS LANDSCAPE CONSTRUCTION DETAILS LANDSCAPE CONSTRUCTION DETAILS RECYCLED IRRIGATION TITLE SHEET AND NOTES RECYCLED IRRIGATION KEY MAP & CIVIL UTILITY LEGEND IRRIGATION LEGEND & NOTES L-2.1 L-2.2 L-2.3 L-2.4 L-2.5 R-1.0 R-1.1 I-1.0 I~ IRRIGATION PLAN 1-1.1 ?./) IRRIGATION PLAN 1-1.2 ·, I ' Jtl~~l~l~At'f"~~~D ·W<\lllll)i~ 1')<(.,11,.11'( 1-1.3 "i.~· lRR.l~norJ P!.bc!II '° ~'€-Nt) -t.i..MN.-?-Nb<Nvl::. Z..'l-• lRltl~O~ Pi..kt-J t-LE.~E-N I'! -!>W1~"'1~ M,.. 2-:5 -IRRIGATIONPCAN !,u\LC>IN~ 1-1.4 "2-lo IRRIGATION PLAN 1-1., 2:..1-IRRIGATION DETAILS 1-2.1 "2..0 IRRIGATION DETAILS ~.,. 1-2.2 ~O) IRRIGATION DETAILS 1-2.3 3 0 IRRIGATION DETAILS 1-2.4 31 IRRIGATION SPECIFICATIONS 1~3.1 3i._ PLANTING LEGEND & NOTES PL-1.0 .-5~ PLANTING PLAN PL-1.1 ~4-PLANTING PLAN -•· PL-1.2 • ,3i•l'U<."1't~~~~.,i:l--~0 ·!.4:\IIJ~~'< F~!.-ITI~~ , /\ PL-1.3 ._· ~-l'IAfllV,~~~8 ~CA~~Nb-~~~w-ii~~ ~-Pt.ANTIN~ ~~ + ~t.N"?C-lil~l'l\\~~ m. 'tO PLANTING PLAN· PL-1.5 PLANTING DETAILS PLANTING SPECIFICATIONS PL-2.1 PL-3.1 CONDITION OF PC RESO NO. 5844 BY WHICH ALL PARTIES MUST COMPLY: PRIOR TO OCCUPANCY OF THE FIRST DWELLING UNIT THE DEVELOPER SliALL BEGIN CONSTRUCTION OF THE COMMON RECREATION AREAS'.'.THE ...... '""'' ' RECREATION AREAS, INCLUDING LANDSCAPED PLAY AREAS AND RECREATION BUILDINGS, SHALL BE APPROVED FOR USE PRIOR TO THE OCCUPANCY OF 50% OF THE TOTAL UNITS TO BE CONSTRUCTED IN THIS NEIGHBORHOOD. SCHMIDT DESIGN GROVP, INO. ••• .Q. -·· BALANCING ARTISTIC EXPRESSION IN DESICiN WITH ENVIRONMENTAL SENSITIVITY -, 2655 Fourth Avenue, San Die&o, CA 92103 telephone {619} 236·1•6a fa_~slmile {619} 236-879a www.schmidtdesign.co·m _Lie.CA 2138, NV 219, Al 3413~ APPROVED FOR PLANTING ANO 1i! [ ,SDGPROJECTNO 04-302 IRRIGATION ONLY, INCLUDING PRECISE LOCATION. ;); JEFF JUSTUS SCHMIDT DESIGN GROUP.INC. 2655 FOURTH AVENUE .---------------.---,---------·-ec_ro_Ana_._.,to_,_/00 _____ -1-----~ _-_-_-_-_o __ F ____ P_LAN __ -_-T=IN=G=AA==E;A==s====---~ ; 1 -. W c1n:LA<?!G ~t~~N~BAD ~ I j : ENGINEER'S SIGNATURE REQUIRED ON SHEET 1 ONLY REVIEWED . . DATE Underground Service Alert Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG SAN DIEGO, CA 92103 PHONE NO. 858-236-1462 ·J;✓A-:(1<f1~ ~Ure DAT JEFF JUSTUS, ASSOCIA re REGISTRATION NO. 4028 EXP. 5/3112007 "AS BUILT" RCE __ .,____ EXP. __ _ REVIEWED BY: INSPECTOR DATe DATe REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, PLANNING DEPARTMENT ANO DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. TITLE SHEET VILLAGES OF LACOSTA OAKS 3.6 ; I ' 1J :•·, ,!/ ·r. AFFORDABLE SITE (HUNTER'S POINTE) . , ,f , ,,1 l------t-+--------------+---11-:LAN-P_R:~l:-:o----f:~_L" .. =· v.M~ _ _._o~ZI..__· -~--!~z(ob I r OWN BY: JJ KC, ER ,· PROJECT NO. · DRAWING NO. •i ~~~~~,~~ ··soP04•13 434·1L I . ~ DATE av DESCRIPTION APP'D REVISIONS t II ' ·-·· -, ______ • .,_..,, . , -. ~·---. . , .1.f.. JI ,, \ ' I I I --·1:1 '' CONSTRUCTION LEGEND SYMBOL DESCRIPTION SDRSD PA 88888?$-® ElII]--@ ~ WUOll © I 1~0 © ~ ® @) II ® """ ® ll"I 0 ;:~~ Blllllll e @ .1111111 @ , ; @ @) ~ @) II @ () @ ~@ 0 I\ 0 0 +~ SAN DIEGO REGIONAL STANDARD DRAWINGS PLANTING AREA SCORE JOINTS EXPANSION JOINTS 4' NOM. CONCRETE PAVING: MEDIUM BROOM FINISH COLOR: NATURAL GREY 6" CONCRETE PAVING: MEDIUM BROOM FINISH COLOR: DAVIS-YOSEMITE BROWN PATTERN: 12"X12" PAVER STAMP 12" PERIMETER BAND WITH SMOOTH TROWEL FINISH 4' NOM, COLORED CONCRETE .. PAVING ON 5' GRID WITH ACID ETCHED FINISH. 12" PERIMETER BAND SMOOTH TROwa FINISH, COLOR: DAVIS• YOSEMITE BROWN 6' NOM. COLORED CONCRETE PAVING ON 5' GRID WITH ACID ETCHED FINISH. 6" NOM. AT VEHICULAR ENTRY DRIVE, NO PERIMETER BAND COLOR: DAVIS· YOSEMITE BROWN CURB ANO GUTTER OVERHEAD SHADE STRUCTURE #1 COMMUNITY BUILDING TRELLIS ENTRY SIGN PEDESTRIAN RAMP ASPHALT PAVING TRASH ENCLOSURE 6' X 6" CONCRETE MOW CURB DRAIN AT PLAY AREA DIRECTIONAL SIGN· SEE ARCtJITECTURAL PLANS DISABLED PARKING SPACE 1B"X18" STEPPING STONES THRU RCP BLOCK AND BRICK, (P) 1-(760)-480-9696 STYLE: CLASSIC ALMOND 18' X 3' CONCRETE PAD COMMUNITY MAIL BOX· SEE ARCHITECTURAL PLANS 12' PARKING BANDS THICKENED EDGE -SIDEWALK AT PLAY AREA ELECTRICAL TRANSFORMER· NOT IN CONTRACT AIR CONDITION UNIT, TYP. SITE DRAINAGE, TYP. 4' MODULAR FENCE WI 8" MOW CURB TUBULAR STEa FENCE 5' WIDE SINGLE GATE AT PLAY AREA 1 Z CHAIN LINK FENCE; BLACK VINYL COATED AT BASKET BALL COURT LIGHT FIXTURES; SEE ELECTRICAL PLANS SITE WALLS. SEE CIVIL PLANS COLOR: LAPAZ, TEXTURE: SPLIT FACE VERDURA WALLS· SEE CIVIL PLANS DETAIL/ NOTES: SDRSD#IJ-10 B/L2.1 A,CIL2.1 M2.1 A/L2.1 NL2.1 SEE CIVIL ENGINEERS PLANS BIL2.4 C/L2.4 A/L2.3 PER SDRSD #G-27 CIL2.3 SEE CIVIL ENGINEERS PLANS HIL2.2 D/L2.1 SEE CIVIL ENGINEERS PLANS AND M2.4 LOCATE PER CIVIL PLANS SDRSD M-27 A; M-29 .. PER DETAIL G SHEET LCD-2 E/L2.2 G/1..2.2 O/L2.3 SEE CIVIL ENGINEERS PLANS SEE CIVIL ENGINEERS PLANS SEE CIVIL ENGINEERS PLANS H,I/L2.1 H,IIL2.1 H,IIL2.1 A/L2.5 ---------.---- ' SITE FURNISHINGS LEGEND SYMBOL Kl -- @] □ (E) c=:::J I]] DESCRIPTION 8' RECYCLED PLASTIC BENCH MODEL: 154-60, COLOR: 'REDWOOD' (WI BRONZE FINISH) MANUFACTURER: DUMOR, INC. PHONE: 1 800.598.4018 INSTALL PER MANUFACTURERS RECOMMENDATIONS DETAIL: BILD1.2 PICNIC TABLES MODEL: #100-68PL-S2 COLOR: REDWOOD (RECYCLED PLASTIC WI BRONZE FINISH) MANUFACTURER: DUMOR, INC. PHONE: 800.598.4018 INSTALL PER MANUFACTURERS RECOMMENDATIONS DETAIL: MD1 .2 TRASH RECEPTACLE MANUFACTURER: DUMOR, INC. PHONE: 800.598.401 a MODEL: #40-32-43 RECYCLED PLASTIC RECEPTACLE TRASH RECEPTACLE COVER: MODEL: #46-00 POLY COVER COLOR OF RECEPTACLE ANO COVER: "REDWOOD" _RECYCLED PLASTIC WI BRONZE FINISH INSTALL PER MANUFACTURERS RECOMMENDATIONS ANO DETAIL: CILD 1 2 BIKE RACK MANUFACTURER: WABASH VALLEY MODEL: #BL 1 OON, 36' BIKE LOOPS (5) COLOR: BROWN PHONE: 800.253 8619 INSTALL PER MANUFACTURERS RECOMMENDATIONS AND DETAIL: D/LD1.2 BARBECUE GRILL MODEL: #9608, COLOR: BLACK LITCHFIELD INDUSTRIES, INC. PHONE: 1.800.542.5282 INSTALL PER MANUFACTURERS RECOMMENDATIONS AND DETAIL: F/LD1.1 BASKETBALL EQUIPMENT: BY TOMARK, INC. PHONE:(800)459-1644 MODEL: 30450 (BACKBOARD); 32219 (POST/6ACKSTOP); 30082 (RIM) SINGLE POST WITH WHITE, ALUMINUM, FAN SHAPED BACKBOARD, BA28 EXTRA DUTY MAGNUM RIM WITH NYLON NET. DETAIL: FILD1.2 WATER FEATURE: l:,TONEWEAR FOUNTAINS PHONE:(800)356-2462 MODEL:# S1DOCA3618i 'SEATTLE' S100 WI 36' + 24" + 18" CRYSTAL BOWLS. COi.OR: GR-79 (ALL PARTS) INSTALL PER MANUFACTURER'S RECOMMENDATIONS DETAIL: BILD1.5 f\AISED MODULAR PLANTER: QS-PS6042P, 'PALM' HEIGHT: 42'. WIDTH: 60" SQUARE MANUFACTURER: QUICK CRETE PRODUCTS PHONE: 951·7~7-6240 COLOR: C-4 'CHOCOLATE BROWN' TEXTURE: T-3 'LIGHT SAND BLASl' CONCRETE TYPE: LIGHT CRETE · SEALER: MT 'MATTE' NOTE: INSTALL PER MANUFACTURER'S RECOMMENDATIONS. COORDINATE W/ PLANTER TECHNOLOGY, 30681 HUNTW009 AVE, HAYWARD CA , 94544 (1-800-542-2282) FOR SELF IRRIGATION 'CWM' . MODULES REQUIRED. PROVIDE MINIMUM OF ONE FILL MODULE AND ONE SENSOR MODULE PER PLANTER. RAISED MODULAR PLANTER: QS-PS2512024P, 'PALM' HEIGHT: 24'. WIDTH: 25"X120" RECTANGULAR MANUFACTURER: QUICK CRETE PRODUCTS PHONE: 951-737-6240 COLOR: C-4 'CHOCOLATE BROWN' TEXTURE: T-3 'LIGHT SAND BLASl' CONCRETE TYPE: LIGHT CRETE SEALER: MT 'MATTE' NOTE: INSTALL PER MANUFACTURER'S RECOMMENDATIONS. COORDINATE W/ PLANTER TECHNOLOGY, 30681 HUNTWOOD AVE, HAYWARD CA 94544 ( 1-800-542-2282) FOR SELF IRRIGATION 'CWM' MODULES REQUIRED. PROVIDE MINIMUM OF ONE FILL MODULE AND ONE SENSOR MODULE PER PLANTER. QUANTITY (10) (4) (OJ (1) (0) (1) (1) (6) (12) .f., . l PLAY EQUIPMENT LEGEND SYMBOL DESCRIPTION m Ill Ill PLAY STRUCTURE· AGE 5 TO 12 MODEL: 1094730 MANUFACTURER: MIRACLE RECREATION COMPANY THROUGH MIRACLE PLAYGROUND SALES MIKE ETCHISON, PHONE: 800-264-7225 INSTALL PER MANUFACTURERS RECOMMENDATIONS SIGN-AGE 5 TO 12-ATTACH TO PLAYGROUND FENCE MODEL: 10947SO MANUFACTURER: MIRACLE RECREATION COMPANY THROUGH MIRACLE PLAYGROUND SALES MIKE ETCHISON, PHONE: 800-264-7225 INSTALL PER MANUFACTURERS RECOMMENDATIONS PLAY STRUCTURE-MULTI-BOUNCER-AGE 5 TO 12 MODEL: 10947SO MANUFACTURER: MIRACLE RECREATION COMPANY THROUGH MIRACLE PLAYGROUND SALES MIKE ETCHISON, PHONE: 800-264-7225 INSTALL PER MANUFACTURERS RECOMMENDATIONS PLAY STRUCTURE-PARALLEL BARS-AGE 5 TO 12 MODEL: 10947SD MANUFACTURER: MIRACLE RECREATION COMPANY THROUGH MIRACLE PLAYGROUND SALES MIKE ETCHISON, PljONE: 800-264-7225 INSTALL PER MANUFACTURERS RECOMMENDATIONS PLAY STRUCTURE -AGE 2 TO 5 MODEL: 1094BSO MANUFACTURER: MIRACLE RECREATION COMPANY THROUGH MIRACLE PLAYGROUND SALES MIKE ETCHISON, PHONE: B00-264-7225 INSTALL PER MANUFACTURERS RECOMMENDATIONS SIGN -AGE 2 TO 5-ATTACH TO PLAYGROUND FENCE MODEL: 10948SD MANUFACTURER: MIRACLE RECREATION COMPANY THROUGH MIRACLE PLAYGROUND SALES MIKE ETCHISON, PHONE: 800-264-7225 INSTALL PER MANUFACTURERS RECOMMENDATIONS PLAYGROUND FENCE MANUFACTURER: WINDSOR INDUSTRIES OR APPROVED EQUAL. MODEL: 6' HT TUBULAR STEEL FENCE PER DETAIL H,I SHEET LC0-1 COLOR: POWDER COAT BLACK PHONE: 714.985.4800 PLAYGROUND GATE MANUFACTURER: WINDSOR INDUSTRIES OR APPROVED EQUAL. '· • MODEL: 4' WIDE TUBULAR STEEL GA TE WI HEAVY DUTY HINGES ! LOCKABLE HARDWARE COLOR: BLACK PHONE: 714.985.4800 PLAYGROUND SURFACING MANUFACTURER: SOF SURFACES TILE COLOR MIX: 50% TAN, 50% BLUE CHECKERBOARD PHONE: (800) 263-2363 INSTALL PER MANUFACTURERS RECOMMENDATIONS PLAYGROUND SURFACING MANUFACTURER: SOF SURFACES TILE COLOR MIX: 5D% TAN, 50% GREEN CHECKERBOARD PHONE: (BOO) 263-2363 INSTALL PER MANUFACTURERS RECOMMENDATIONS QUANTITY (1) (1) (1) (1) (1) (1) (2) CONSTRUCTION NOTES: 1. SEE ENGINEERING PLANS FOR PAVING, WALLS, PARKINIJ AREA, SITE DRAINAGE AND GRADING, FINISH GRADING, AND SITE UTILITY LAYOUT. 2. SEE ELECTRICAL PLANS FOR CONDUIT AND LIGHT POLE LOCATIONS PRIOR TO CONSTRUCTION. 3. CONTRACTOR SHALL COORDINATE WORK WITH OTHER TRADES AS NECESSARY. 4. SEE IRRIGATION PLANS FOR SLEEVE LOCATIONS PRIOR TO CONSTRUCTION. 5. CONTRACTOR SHALL REVIEW PLANS AND DETAILS TO ASCERTAIN LOCATIONS NECESSARY TO PROVIDE ELECTRICAL CONNECTIONS TO POWER IRRIGATION, LIGHTING, ETC. 6. LAYOUT POINTS OF ALL RADIUS SHALL BE CONNECTED BY SMOOTH EVlN LINES TO CREATE THE CURVED CONFIGURATION AS SHOWN ON PLANS. 7. CONCRETE PAVING SHALL HAVE FINISHED GRADES SMOOTHED TO ELIMINATE PUDDLING OR STANDING WATER. ALL FINISH SURFACES SHALL MAINTAIN UNLESS NOTED A MINIMUM 1% SLOPE AWAY FROM BUILDINGS AND WALLS INTO DRAINAGE STRUCTURES. CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY CONFLICTS MAINTAINING DRAINAGE. 8. EXPANSION JOINTS SHALL BE AS LOCATED ON THE PLANS AND WHERE. CONCRETE MEETS EXISTING WALLS, BUILDINGS, OR OTHER HARD SURFACES. EXPANSION JOINTS ON WALKS TO BE A MAXIMUM OF 30'-0" ON CENTER. 9. NO DEVIATIONS FROM THESE PLANS SHALL OCCUR WITHOUT PRIORAf'..fROVALOF THE RESIDENT ENGINEER. ' 10. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL BY THE RESIDENT ENGINEER FOR DETAILS AS NOTED ON THE PLANS AND SPECIFl~ATIONS. 11. ALL VERTICAL SURFACES, UNLESS NOTED OTHERWISE, SHALL RECEIVE A COAT OF GRAFFITI RESISTANT COATING PER SPECIFICATIONS. 12. ANY PROPOSED WORK THAT IS INCONSISTENT WITH COMMON, SAFE ctNSTRUCTION PRACTICES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO COMMENCING WITH CONSTRUCTION, I 13. CONTRACTOR SHALL VISIT SITE AND VERIFY ALL FIELD CONDITIONS PRiOR TO BEGINNING CONSTRUCTION, t 14. DIMENSIONS INDICATED ON PLANS SHALL PREVAIL OVER PLAN SCALE.' DIMENSIONS ARE TO FACES OF, AND PERPENDICULAR TO FACE OF BUILDING WALLS UNLESS SHOWN OTHERWISE. ALL ANGLES AND CONNECTIONS ARE (90) DEGREES UNLESS/OTED OTHERWISE. · ~ 15. ALL HARDWARE SUCH AS NAILS, BOLTS, FASTENERS ETC. SHALL BE HOT DIPPED GALVANIZED OR ZINC. l 16. CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY PERMITS TO COMPLETE THE PROJECT, THIS INCLUDES, BUT IS NOT LIMITED TO, SAN DIEGO WATER DISTRICT (619-670-2222) AND ALL SDG&E PERMITS (1-B00-411-7343}J 17. CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY CLEANUP OF THE s1fe ANO PROVIDE ADEQUATE SAFETY MEASURES DURING CONSTRUCTION ON A 241ouR 6ASIS. I 18. ANY CREDITS AND/OR DEBITS SHALL BE REPORTED TO THE RESIDENT ENGINEER AT TIME OF OCCURRENCE FOR PROPER VERIFICATION AND/OR APPROVAL P'llOR TO COMMENCEMENT OF RESUL TINIJ ACTION. f 19. CONTRACTOR SHALJ,,,PROVIDE A 24 HOUR PHONE NUMBER AVAILABLE IN CASE OF EMERGENCY. 'I' 20. CONTRACTOR SHALL CONTACT OWNER'S REPRESENTATIVE TO VERIFY STAKING OF LAYOUT PRIOR TO INSTALLATION. • • 21. CONSTRUCT EXPANSION, WEAKENED-PLANE (CONTRACTION) /\f'JO CON,STRUCTION JOINTS IN ACCORDANCE WITH SECTION 303-5.4 OF THE STANDARD SPECIFICATIONS UNLESS OTHERWISE NOTED. , 0 10 20 r 40 SCALE: 1 "=20' -o• SDG PROJECT NO: 04-302 PI.T OATE: JUNE 2, 2005 SCHMIDT DESIGN GROVP, INC, .,. j ' J..' ·i . ,.~ r , ' ' . BAlANCINCi ARTISTIC EXPRESSION IN DESICi"l~i' , WITH ENVIRONMENTAL SENSIT!VjTY I f·:'. ~ I 2655 Fourth Avenue, San Diego, CA 92103 ; , ' telephone {619} 236-1462 facsimile {619} 236-8792 :': i 'i www.schmidtdesign.com j , l ! i t \ \ r-' L-1.b . IRRIGATION ONLY, INCLUDING PRECISE LOCAT!Ofi i OF PLANTING AREAS i , REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, PLANNING DEPARTMENT AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. APPROVED FOR PLANTING ANO. · I i .·1·._··. ~ ; r-----------------,------------------------t-;::::==::-::...=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-::::=:i•,±7 ,,'i,i lst~!-1 SHEET CITY OF CARLSBAD "AS BUILT" DATE RCE __ _ _ EXP. REVIEWED BY: INSPECTOR DATE 2 , " PLANNING DEPARTMENT LANDSCAPE CONSTRUTION LEGEND ' 1 ' -" & NOTES . , ,, VILLAGES OF LA COSTA OAKS 3.G ; · _________ ·_·-_-_-_-_-_-_-_-::__-_---1-'-_-_-_-~--' AFFORDABLE SITE (HUNTER'S POINTE) , . i ,__" ·="=-__:--~~--===========.=:-==: I-:~--+~-ING~nu~0~tt-· ~~~1~:r;/0 ,; l 1 DATE BY DESCRIPTION APP'D REVISIONS -------------- DWN BY: JJ, KC, EH CHKO BY: J.~J __ RVWO BY'. .IJ PROJECT NO. SOP 04-13 . DRAWING tjq .1.• 434-1 ti •; I Ji l c::,_ Ll • '1 ' a ex: -I PA . z I I ~ ! \ . \ \~ I I~ CJ) LU :::> 0 ............ • rQ ex: b ~ -,.. ...J Ul <t Cf) I I I l , I I I, I I \ \' t '1 I \ I \ 0 : I I \ . I I-,. \1 I ,., \ \ \ \ ' {.,_ E ~ \ LIMIT OF WORK I PR.QPERTY LINE PA PA \ \ ' h; I I ,, l \ \ \ \ r I L I I PA I EXIST. 20' WIDE EASEMENT GRANTED TO VALLECITOS WATER DISTRICT I \ \ ' RANCHO PA PROPOSED BUILDING PAD4 ~NTAFEROAD KEY MAP/ NTS f f PROPOSED PEDESTRIAN ACCESS - tNSPECTOR l PA ◄ ► I "AS BUILT" DATE DATE 11 l LIMIT OF WORK I PROPERTY L.INE I I .. PA PROPOSED BUILDING PAD5 • ■'+---, ' . I . ',/-. . . I I N ■ ,-,f I :lJ :tu lw :::r:: U) ,,_ -w ,,_ ,,_ w ,,_ ,,_ U) ,,_ ,,_ ,,_ , , .... , , _ WALL (w ,,_ z , , I \ \ f LL REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, PLANNING DEPARTMENT AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DA.TE BY DESCRIPTION REVISIONS I~ --I~ ----,.,l:E APP'D .1 f ·■' 0 10 20 40 SCALE: 1 "=20' -0" I SOG PROJECT NO: 04-302 PLT DATE. JUE 2, 2006 SCHMIDT DESIGN GROUP, INC. BALAN CI N G ARTISTIC EX PRES SIO N I N DESIGN WITH EN V IRONMENTAL SENSITI VITY 2655 Fourth Avenue, San Diego, CA 92103 telephone (619} 236-1462 facsimile {619} 236-8792 www. schm idtdes i gn.com Lie. CA 2138, NV 219, AZ 34139 L-1.1 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS w 1 CITY~r,~~~N~BAD 11m LANDSCAPE CONSTRUTION PLAN VILLAGES OF LA COSTA OAKS 3.6 AFFORDABLE SITE (HUNTER'S POINTE) DWN BY: JJ KC EH I PROJECT NO. I DRAWING NO. = ~~: ~j ~-_S_D_P_04_-_1_3~. 434-1 L 081308 ..c ~ ' -r i '. I ' I :c (/)I w ~I ~, ~, :c ' I I . f,' PROPOSED BUILDING PADS I I I I I I ' , f,i;J /'1 ' [.~ 3 9 2 --===-- Pll(oS5 R)II,.~ :no,. I I I I /~ ---I I I I I 1r . . "" . I I I I I I I I I]] PA 1r. ·.., 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 PROPOSED BUILDING PAD6 I I I I I I I I , I I I I I I I I I I PA -...... ____ ___ • ,---.. ..... -..___" C'"~ 111 • I . PROPOSED BUILDING PAD? ------------------------~ "AS BUil T" RCE EXP. REVIEWED BY: INSPECTOR I I I I I :1 I I ....J tu I w J: (/) DATE DATE 1 DATE BY --------="=-==~~ ,~ - KEY MAP/ NTS EAL TH ENGINEER, DESCRIPTION APP'D REVISIONS NORTH 40 o 10 20. • -o· SCALE: 1 =20 PLANNI G •JJKCEH DWN BY. J CHKD BY: J RVWO BY: JJ PROJECT NO. SOP 04-13 I i ' l ; i j ' l I I I i l . I , i ' ., ' ...c. I , " ' I .?, ' ! .s::. I ,.., I ' , r·· - 'I I I -· ,--'• ,., . ' • ---,-1 CONSTRUCTION LEGEND SYMBOL DESCRIPTION SDRSD SAN DIEGO REGIONAL STANDARD DRAWINGS PA PLANTING AREA SCORE JOINTS ® llifil @ ~ -G--G- -E--E- --·;----- EXPANSION JOINTS 4" NOM. CONCRETE PAVING: MEDIUM BROOM FINISH COLOR: NATURAL GREY 6" X 6" CONCRETE MOW CURB BBQ W/GAS HOOKUP 4" NOM. COLORED CONCRETE PAVING ON 2.5' GRID WITH ACID ETCHED FINISH. 12" PERIMETER l3AND SMOOTH TROWEL FINISH, COLOR: DAVIS. YOSEMITE BROWN 1" GAS LINE FROM LAUNDRY ROOM TO BBQ 110V POWER IN 112" CONDUIT FROM LAUNDRY ROOM TO BBQ OET AIL I NOTES: SDRSD#G-10 0/L2.1 A,C/1.2.1 0/1.2.1 SIL1.3b A/1.2.1 KEY MAP/ NTS \J C -- \, • "--" C) " • ~ I; V "AS BUii.. T" DATE RCE ___ EXP. ___ _ REVIEWED BY: INSPECTOR CATE 0 5 10 20 SCALE: 1 "= 1 O' -0" SDG PROJECT NO: 04-302 Pl. T DA TE: 11105/0T REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, PLANNING DEPARTMENT AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. I ~ SCHMIDT DESIGN GROUP, INO. BALANCING ARTISTIC ~XPRESSJON IN DESl<:iN WITH lNVIRONMENTAL SlNSITIVlH' 2655 Fourth Avenue, San Diego, CA 92103 telephone {619} 236-1462 facsimile {619} 236-8792 www.schm1dtdesign.com Lie. CA 2138, NV 219, AZ 34139 L-1.2a - APPROVED FOR PLANTING ANO IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS ~ CITY OF CARLSBAD 1~,z.~1 ~ PLANNING DEPARTMENT LANDSCAPE CONSTRUCTION PLAN & LEGEND LAUNDRY FACILITY VILLAGES OF LA COSTA OAKS 3.6 AFFORDABLE SITE HUNTER'S POINTE) t---+--+------------+---1 I Aftl%J°4t_h1,..;3I cj-.,,:; ~~ l--t--+----------------+----1 ~-P;:LA~N=;N~~;=;:;:::;;:=~=======:::;-;:::::DA::::T:::E::::::==:; DATE BY DESCRIPTION APP'D REVISIONS CHKD BY: Ju=J __ OWN BY: ,JJ, MP I PROJECT NO. RVWD BY: .JJ SOP 04-13 DRAWING NO. 434,-1L " I l I l ! (Jl ~ p ' i ! ,, I: , ' I i Ii * \' I ".'.' I I 1· I, LIMIT Or WORK I PROPERTY LIN£ .) ///,) //) .,//.>////// // \,_f·"·'* ! II I / ,,,.///;. -~ 1,/11 1 /// Ill II !.:· I I . 1/ I I I I I I I I I -- • ,. ----~ / ·. · START // FENCE -- / / /,/ /./" / // /,/ I PROPOSED BUILDING PAD2 • ---------------------------------• .--.--U3 ------------ _ .. -·-:; , I --/-<~Y I ·; -- I I I I I I , I ;· PROPOSED BUILDING o.J.-- PAD 3 I / I - "AS BUil T" RCE ____ EXP. REVIEWED BY: ,, / I / / DAra I I -.I --~---=--____,_,._ ~ ~-"--- KEY MAP/ NTS REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, PLANNING DEPARTMENT AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. , .. 0 10 20 40 SCALE: 1 "=20' -0" Pli DATE: JUNE 2, 2009 SOG PROJECT NO: 04-302 APPROVED FOR PLANTING AND fr i IRRIGATION ONLY, INCLUDING PRECISE I.OCATIO~; OF PLANTING AREAS ) ! I i ! f ,, I r ! • l i i l ' I j I I I l II. , '1' , 111 'i I :1 ',, ;II, :ii:! ,: I ' 'I, .,· ill' !11_1 :1 i: ,-1 ,, ! l1· ;I;!) :1: :11:.C ~ CITY OF CARLSBAD ~l ].-.. -1 1• U:, L_fLj PLANNING DEPARTMENT ~ 'l r' _ LANDSCAPE CONSTRUTION PLANI ,,_ i:,,:_ 11,! I ,- VILLAGES OF LA COSTA OAKS 3.6 l C AFFORDABLE SITE (HUNTER'S POINTE) • ' ' I OJJAoU 1 ?,c}O~ ,j f, PLANNING ·-'-''-"'-'=--=='-------~ DATE ', ! ,j OWN BY: JJ KC, EH PROJECT NO. DRAWING NO 'i l------------------------------------------------------~------------------------~l~NS~~~C~TO~R---------~D:Ara:..:_ _ _JLD_Ara--e-v ____ _!R~E~v~iss~i~o~'ON~NsS~-----~-P-'D-1.:=~~~~KD~OB~J~:,~~~~~-~-~-~..'.:::::=S=D=P=0=4=·=1=3='::::::.:::=:4=3=4=-=11tni:::.J. ~ I I 11 I ' 1 !' Ill: 11 11:11111:1[1!;!., j: • I : i I , , : JJI I111 ,--;.._----------------------.-----------------.:....----------------------------------------------------------------------------------------------------..;..,I 11 I · CONSTRUCTION LEGEND SYMBOL DESCRIPTION SDRSD SAN DIEGO REGIONAL STANDARD DRAWINGS PA 0-<D PLANTING AREA SCORE JOINTS EXPANSION JOINTS 4' NOM. CONCRETE PAVING: MEDIUM BROOM FINISH COLOR: NATURAL GREY DETAIL/ NOTES: SDRSD#G-10 B/L2.1 A,C/L2.1 • 4 KEY MAP/ NTS " l I ., ' ' \11 \ I • ., CONSTRUCTION PLAN "AS BUil T" 0 5 10 20 SCALE: 1 "== 1 O' -0" SPl3 PROJ,ECT NO: 04-30J PLTDATE: 11/05/07 REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, PLANNING DEPARTMENT AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. II SCHMIDT DESIGN GROUP, ING • ••• •Ge ••• I l " t 1 f, I. r ' I ,, l ,, ' 'l .fi ~. CITY OF CARLSBAD ~. r.,·.l L1c.J PLANNING DEPARTMENT ~ j ::==::::....::===================::::....::=~ i, 1------------------~---.1 LANDSCAPE CONSTRUCTION PLAN & LEGEND : ·· j ; ~ DATE RCE ____ EXP. REVIEWED BV: DATE BY DESCRIPTION INSPECTOR DATE REVISIONS APP'D MAINTENANCE BUILDING AND RESTROOM FACILITIE~ VILLAGES OF LA COSTA OAKS 3.6 AFFORDABLE SITE HUNTER'S POINTE OWN BY: JJ MP CHKD BY: J=J~- RVWD BY: JJ PROJECT NO. SOP 04-13 DRAWING NO. 434-1L i . I I I I I ' I I I I' II I i I ! i FOAM EXPANSION MATERIAL - (GLUED TO BOND BEAM, NOT NAILED. INSTALLED ~y CONCRETE CONTRACTOR) 'CANTILEVER' COPING; COLOR: YOSEMITE BROWN ----POOL PLASTER PER MISSION POOLS /,;'\ POOL COPING ~>---------------- I 1/2' 24' 30 I/a' 35' HIN, 12'-U' PLAN VIEW ELEVATION SECTION A ..-_LJ • 30 11e' HIH, 24' --......_J 3 .---., c:q_,---16 24' 30 I/a' HIH. 12'-0' PLAN VIEW ELEVATION LEGEND: 0 CONCRETE COUNTER TOP -SMOOTH rnowa FINISH COLOR TO MATCH CAP BLOCK ON SEAT WALL 0 CONCRETE PAD FOR BARBECUE RECESS COi-OR TO MATCH Cf,JJ BLOCK ON SEAT WALL 0 6X~1fj CMU BLOC!(, GROUT FILL ALL CELLS BLOCI(; 'SPl..ll FAW, COLOR: 'OTAY BROWN' 0 10X8X16 CMU, GROUT FIU AU. CELLLS BLOCK: 'PRECISIO/'f', COLOR; 'OTAY BROWN' 0 12)(8)(111, GROUT FILL ALL CELLS BLOCK;: 'SPI-IT FAce', COLOR; 'OTAY BROWN' 0 VENT TYP, -PAINT TO MATCH BLOCK COLOR Q) 114 REIJAR@ 16" O.C. HORIZONTAL ANO VERTICAL, TYPICAL © TWO (2) BARBEQUES GALORE NATURAi-GAS, MODa #C48SST{R)P/N AVAll.AB1£ FROM: BARBEQUES GALORI (760) 633-4440, CONTACT: ADAM (!} EXISTING CONCRETE SLAB @) FINISH GRADE, PAVING, LAWN OR SHRUBS '23) 12X 18 STAINLESS STEEL ACCESS DOOR ® E.)(ll::RIOR OF! RECl;PTICAI.. fB'i,--,B~Acc-R="'B"=EC~U=E~------------------------~= V NO SCALI NO SCAI.E , 17' DC t.-. 2'-10' -. ,, 1s· o.c, ~ B'-6,1 (TYP) ~ il / .. 1 'I ,_ I- fl ~ r- ---------n -V ,,. .. ! ·~"'-I I f· ' ' ' i I i ' I ! I : i !'-<.l ~ ,:j ' • 18' 24' PER ?LAN • "' ' ' ' /-© 4" STONE vl+---1'1'--VENEER, TYP, ' '" J ' ' ' ,... ii: : I ' / 5 >-I >- I I V ' ' ' "' I I I . ' ' ' ' ! ' : ' ' I ! I l -----~ ----,_ -----.. PLAN VIEW i'' CL~AR (MIN,) •• I I- i CONSTRUCTION LEGEND • SYMBOL DESCRIPTION DETAIL I NOTES: SDRSD SAN DIEGO REGIONAL STANDARD DRAWINGS PA -G--G-<D -E--e-<§) B. -- i . ,:; 4"MAX. . PLANTING AREA 4" NOM, COLORED CONCRETE PAVING ON 5' GRID CHECKERBOARD WITH ACID ETCHED FINISH. COLOR: DAVIS. SIERRA I SANDSTONE 12" BAND AT PERIMETER UNDER FENCE COLOR: DAVIS· YOSEMITE BROWN COPING AT POOL TO BE: 'CANTILEVER' COPING; COLOR: YOSEMITE BROWN 5' TALL MODULAR FENCE WI 12" MOW CURB OR BLOCK WALL SEE CNIL PLANS 3' -6" WIDE SINGLE GATE AT POOL AREA DRAIN AT POOL AREA COMMUNITY BUILDING TRELLIS 4' NOM. COLORED CONCRETE PAVING ON 2.5' GRID WITH ACID ETCHED FINISH. 12" PERIMETER BAND SMOOTH TROWEL FINISH, COLOR: DAVIS· YOSEMITE BROWN BBQ Wl GAS HOOKUP 1" GAS LINE FROM POOL EQUIPMENT ROOM TO BBQ 110V POWER IN 1/2" CONDUIT FROM POOL ocQUIPMENT ROOM TO BBQ CONCRETE SIDEWALK TO BE REPLACED HAWS' CORPORATION· DRINKING FOUNTAIN· MODEL 3150 WITH PERFORATED DRAIN LINE• (775)·359-4712 INSTALL PER MANUFACTURER'S SPECIFICATIONS ADA PATH OF TRAVEL 8'·-0" MAX. I.. t 5 ' • t<D 4"0.C. l --. . I ' A, B, CIL-2.1 A/L-1.3b C/L-1.3b and SDRSD L-3 A/L30 SEE CIVIL ENGINEERS PLANS DIL-1.3b A/L2.0 B/L-1.3b A, B, C/L-2.1 E/L-1.3b COMPACTED SUBGRADE TO 90% MINIMUM REFER TO FENCE FOOTING DETAIL. (E / LC-8) ADJACENTCONC, PAVING © 3/4"X 3/4"X 11 GA. STEEi.. TUBE PICKETS SPACED 4-1/2" 0.C. (TYP.) BETWEEN TOP AND 130TTOM RAILS © 3"X 3"X 16 GA. STEEL TUBE POST. FLAT CAP WELDED TO TOP ON ALl EXPOSED ENDS. G) r X 2" 16 GA. SQUARE STEa RAIL. (TOP & BOTTOM .. .-. ,f-· • ' ~ ~· _',. ·• ~ .. -""'""' . . .•... ' . .. . . . 0 a·x 3" SQUARE POST SET JN 12"X 313" CONCRETE FOOTING. REFER TO FOOTING,, ·; l. m~m~:~ffi~m~m~11~~:tt~ ~ . ~ 2 © ~~g~:,;~EGATE COMPACTED ~- : i. '.:'.=I I I ,11 ill ill ill ill ,il 4 '.. l © 6"CONCRETECURBBELOWFENCE INSIDE AND OUT. FOOTING SECTION -1!)1ill11 »111111111 I 11111 I ITTII I l=---1_1_1 __ 111_111llim~ :o::~METALTOBEBLACKPOWDERCOATEO 2 1 B. GRIND ALI.. WELDS SMOOTH PRIOR TYPICAL ELEVATION TO PAINTING TYPICAL PERIMETER TUBULAR STEEL FENCE AND FENCE FOOTING DETAIL C. COLOR; BLACK ENAMB. FINISH C. EPOXY SEALED Atm ALL. JOINTS WELDED E. ALl POST LOCATIONS ARE TO BE APPROVED BY LANDSCAPEARCHllECT PRIOR TO INSTALLATION NO SCALE \ 0 5 10 20 SCALE: 1 "= 1 0' -o• ,----TYPE~ COPPER WATER SUPPLY ,--...,,------------CONCRETE PAVING PER PLAN LINE JN PVC SLEEVE (2X SUPPLY LINE r1,1r-17nnn SECTION/ELEVATION ~ ff4 BAR BOTH ',/AYS TIE T□ VERTICALS NOTES, LEGEND, 0 12X8Xl2 CMU GROUT FILL ALL CELLS ® 4 -#3 REBAR VERTICAL AND 2-24' O,C, HORIZONTAL © 4'X28' CONCRETE CAP 0 2'X24' CONCRE;TE CAP © 12'X6' ROUGH SA',/N DOUGLAS FIR BEAM © 12'X6' ROUGH SA',/N DOUGLAS FIR JOIST © 6'X6' ROUGH SA',/N DOUGLAS f!R JOIST © SIMPSON EPB4B, USE 1/2' DIAMETER ZINC HEX BOLTS ',/!TH ',/ASHERS /g'I STONE VENEER GROUTED TO CMU \V PILASTER COLUMN, STONE COLOR TD MATCH ARCHITECTURE @) DECORATIVE PAVING, PER @ . LANDSCAPE PLANS @) CONCRETE FOOTING @) FINISH GRADE @ COMPACTED SUBGRADE 95Y. MASONRY COLUMN 2 CLEAR (MIN.) A, ALL ',/DOD NOT □THE:R',/JSE IDE:NTIFIED T□ BE DOUGLAS FIR ROUGH SA',/N DIAM~) .----F!NlSH GRADE .---PVC 31"' M!P ADAPTER ,-----31'" GALV. ELBOW ,----311" THO. GALV, RISER 314• ANGLE GATE VALVE 314" DRAIN ROCK 8"X8"X8" AREA. CHRISTY G-{i VALVE BOX 314" SUPPLY LINE □ r--:;::==;==~-----THICKENEP EDGE AS REQ'D PER MANUFACTURER'S INSTALLATION SPECIFICATIONS, □ .-i----+---1-----WATER STRAINER WRAP WITH INSULATING MATERIAL, / r-----1-----11:t' NYLON REINFORCED TUBING. ~--~ 1-----FOUNTAIN BASE; INSTALL PER ~ MANUFACTURER'S INSTALI..AT!ON 4" PVC PIPE TO SLOPE 5% SPECIFICATIONS, ~-1-----PVC BUSHING. SIZE AS REQ'D FOR DRAIN L!NE CONNECTION. FINISH GRADE NOTE: 1. B''Xi" FLOOR DRAIN, GALVANIZED CAST IRON BODY WITH BRONZE TOP AND VANDAL PROOF SECURED TOP. ZURN Z-415 OR EQUAL. 2. CONNECT 4" PVC PIPE FROM FLOOR DRAIN AND MAIN FOUNTAIN DRAIN TO DRY WELL PER SORSO--SDM-107 3. LOCATE PERFORATED PIPE IN D.G. 4. LOCATE GATE VALVE IN CONCRETE PAVING ADJACENT TO DRINKING FOUNTAIN !5, PERFORATED PIPE WITH GRAVEL ENVELOPE P6' COUNTY REGIONAL DRAWING #SDRSD M-18 E ----------------© DRINKING FOUNTAIN ADA 3150 HAWS SDG PROJECT NO: 04-302 PLTDATE; 11105/0"1 "AS BUil T" DATE RCE ____ EXP. NO SCALE REVISIONS MUST BE APPROVED 6Y PUBLIC HEALTH ENGINEER, PLANNING DEPARTMENT ANO DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. KEY MAP/ NTS SCHMIDT DESIGN GROUP, INC. BALANCING ARTISTIC EXPRESSION IN DESIGN WITH EN\IIRONM ENT AL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92103 telephone {619} 236-1462 facsimile (619} 236-8792 www.schmidtdeslgn.com Lie, CA 2138, NV 219, AZ 34139 L-1.3b APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS CITY OF CARLSBAD PLANNING DEPARTMENT LANDSCAPE CONSTRUCTION PLAN, LEGEND & DETAILS SWIMMING POOL VILLAGES OF LA COST A OAKS ~-6 AFFORDABLE SITE (HUNTER'S POINTE) ® TRELLIS FOOTING Q,--------------------------- t---+-+----------+------< l--1APGµ..R~-~-~......=l-::t:c.LC--=c\\=...o=M:..,_.__ ___ ':1-l!> o8 NO SCALE REVIEWED BY: INSPECTOR DATE . PLANl'/ING ' DATE 1-----+--t-------------------+----I :::;D;::W==.N~BY:;:=;J:;:J,:;:M;;;P;:::=::;-;:===P=R=O=JE=C=T=N=o=.==:;-~~D=RA==w=1-N=G==N=Q::::. DATE BY . ____ DESCRIPTION /\PP'D CHKD 6Y: J=J __ RVWD 8Y: JJ SDP 04-13 434-1~ REVISIONS I i I ' ' I I ' ' l I ' 1 l I I ! l ! I I I LIMIT OF WORK I PROPERTY LINE PROPOSED BUILDING PAD8 / -- "·, I ···,./ ,_ /' -I . -'c . •=1:il \ -;,::_.;·~-:' --,.0, __ ~- -~-->S.c ">-~-,_ ---r-----=--=------~------;-~-==- .,,~,,," .. N•"i~~~~H~ ,,.,_ -,., ~· ·--. \ - • "AS BUil T" RCE ___ EXP. ___ _ REVIEWED BY: . ,-'-+ .• .. :!Jl·. PROPOSED BUJLDING PAD9 - ' \ \ 1\1 ' \ \ \ \ I \ I ~ALL 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 II I ! I I I I I II I II I I I 1 I I I ' II • 11'' I.\ Ii 1- .(ir I '11' I I fi' I !fl' I !fl' I I 1r I I 0 / I I / ---r-I / I I ----r----i-i-'-,..., I I I I I I I I I I i I I I I I I I I I I I I I I I ' I I I I I I / I ' I I / I I ; I I I I I I I I I I I I I 1r fl' ,fl' I /ir ' ' r i • . s • • s C -• . < r • . 0 t 40 SCALE: 1 "=20' -0" SOG PROJECT NO: 04-302 PLT DATE: JUN!:. 2, 2006 SCHMIDT DESIGN GROUP, INO. ••• •Ge BALANCING ARTISTIC EXPRESSION IN OESIC/i W.lTH ENVIRONMENT Al SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92103 telephone {619} 236-1462 facsimile {619} 236-8792 www.schmidtdesign.com .i ' I ' . i ' l 1 , ij ' ii II i l I I Lie. c·A 2138, NV 219, AZ 34139 I I ••• ·L-.~1.4 :ii .------------------.::..:~) REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, PLANNING DEPARTMENT AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION ~ ~ OF PLANTING AREAS CITY OF CARLSBAD PLANNING DEPARTMENT LANDSCAPE CONSTRUCTION PLAN VILLAGES OF LA COSTA OAKS 3.6 AFFORDABLE SITE (HUNTER'S POINTE) ~--+------< I =-:-:APPR-,-+-~~(~::...,..,c=-=-:oct==---=..:__ __ 1 { ,zz,{ ~ -------------1-----1 :=· P;::LA::::::::NN:::::l~::::G:::::;::;:::;::;:::;;:;~=======;;::::=D:::::AT::::E::::==::: OWN BY: JJ KC EH ,___________ _____ t--DA_TE~_BY~ ______ DE_SC.:..R.:..IP ___ TIO"'-N'----------'-'Af'.::..:....:P'D~ CHKD BY: J=J __ RVWD BY: JJ REVISIONS PROJECT NO. SOP 04-13 INSPECTOR DATE I I .· ·· 1 11 ffll , , I . , -~-~-~--.------. ''' -, --;--1. l ,i I I I I I I - "AS BUil T" DATE RC! ----· EXP. REVIEWED BY: INSPECTOR DATE v~~• 0c';,.~ ----;;, '✓;,-~·t:: ~---~--, ,~,, ~:·:~ '/ 1 \, fi ~l i ~1 I KEY MAP/ NTS EAL TH ENGINEER, APPROVED BY PUB~~G7NEER PRIOR TO REVISIONS MU~~~~ENT AND DISTRICT PLANNING D~ON IN FIELD. IMPLEMENTA DATE BY DESCRIPTION REVISIONS SCALE: NORTH 20 ,. 1 "=20' -0 ~ DSC~P. l)STUS · , ,,. 05-31-07 SDG PflOJECT NO: 04-302 PLT OATH: JUNE 2, 2009 OUP INO. DESIGN GR • NIN DESIGN i I j i ' ' I ! I ! l • SCHMIDT ARTISTIC EXf{J~/,'Pvnv BALANCINORONMENTAL . ( WITH ENYI ·e o CA~2103 8 2 j •' ~--•·.· .. •• ~~::ji.ti:1:~•0:~d,.,,,,,.,,,~ " . I W 8Nv219,Az 343 L15 • • • c;:::.~ FOR ~;~~l~~"'-'T.:.· • m APP'D AP NL y INCLUOO<G AS i .J:: IRRIGATION o OF PU\NnNG ARE ""'"' I . -:-•_11_ • -~ C IT":,uS>NING DEPARTMENT F CARLSBAD 'tZ.: I . L1QJ . ONSTRUCTION PLAN LANDSCAPE C TA OAKS 3.6 VILLAGES OF LA(~~~TER'S POINTE) AFFORDABLE SITE 7 c..'z/ C(o PLANNING WN BY: JJ KC. EH gHKD BY:_~~ RVWD BY. PROJECTNO. . SOP 04-13 DATE DRAWING NO. 434-1~ ·• I I I -d I 11 Ii " I ' I I I 'I I 'I i 11 I 11 I i " .----'--~ ...•.. L! 1. -n·· 1•1:1::11L,1 1 · • • . 1.-Ill ....... - r---------------------------------------,-------------------------------------------------------~---------+- LEGEND: CD SCORE LINES AND EXPANSION JOINTS PER PLAN @ CONCRETE PAVING 520-C-2500 @ 112 RAD. ON ALL OUTSIDE EDGES 4"0R6' NOM. .~.-~.' ·_. : :/-;.-_:•:._,'· VARIES -¥---,-~;,.....:."7'-"-':::,..:..:.:,.,.C"-:;;;;-:.+""--:;~~'--1 0 ----,_ -' ---5 FINISH GRADE 1' BELOW EDGE OF PAVING IN TURF AREAS TO HAVE SOD, 112' IN AREAS TO BE HYDROSEEDED, 2' IN SHRUB BEDS COMPACTED SUBGRADE PER GEOTECHNICAL RECOMMENDATIONS ( 0 CONCRETE PAVING 6' SECTION WIDTH VARIES (SEE Pl.AN) 1 "-----l5 6' ,J " DEPTH OF AGGREGATE SUB BASE BASED ON SOILS REPORT FOR 4' CONCRETE 6"X6" WELDED WIRE MESH FOR 6" CONCRETE: 114 BAR@18"0.C. NOTES: A. SEE CONSTRUCTION PLAN FOR EXPANSION JOINT LOCATIONS 13. AT A MINIMUM PROVIDE THE FOLLOWING: CONSTRUCTION JOINTS • 1D' O.C. EXPANSION JOINTS· 3D'O.C. C. REFER TO SDRSD DETAILS G-10 ANDG-11 NOSCAL.E LEGEND: Q) Q) 0 Q) FINISH GRADE 1" BELOW EDGE OF PAVING IN TURF AREAS TO HAVE SOD, 112' IN AREAS TO Be HYDROSEEDED, 2' IN SHRUB BEDS CONCRETE MOW CURB 114 REBAR HORIZONTAL AND CONTINUOUS OVERLAP SPLICES 12" MINIMUM 2' MULCH COMPACTED SUBGRADE PER GEOTECHNICAL RECOMMENDATIONS NOTES: A. PROVIDE CONTROL JOINTS AT 30'·0" ON CENTER MAXIMUM TYP. 01------------® CONCRETE MOW CURB NO SCALE (1) t .•: • . ' .... . ,· .. ·.· . . . . . . . .-: . ELEVATION 111 12' SECTION 5'-0' OR 12' PER PLAN 12' 1 4' NOM. Q) ffi © 3116' WIDE, 1 112" DEEP SAW CUT SCORE LINES PER PLAN. LIGHT BROOM FINISH 6 X 6, #8 WELDED WIRE MESH TOOLED PERIMETER BAND WITH SMOOTH TROWEL FINISH. ALL RADIUS SHALL BE SMOOTH AND EVEN LINES CUT TO CREATE CURVED CONFIGURATION AS SHOWN ON PLANS. 112 RAD. ON ALL OUTSIDE EDGES FINISH GRADE 1" BELOW EDGE OF PAVING IN TURF , AREAS TO HAVE SOD, 112" IN AREAS TO BE HYDROSEEDED, 'Z' IN SHRUB B!cDS, TYP. COMPACTED SUBGRADE PER GEOTECHNICAL RECOMMENDATIONS 3116' WIDE X 1112" DEEP TOOLED JOINT AT EDGE OF 12' SMOOTH TROWEL BAND NOTES: A. ALL SURFACES SHALL SLOPE TO DRAIN (SEE ENGINEER'S GRADING PLAN) B. SEAL ALL JOINTS WITH ELASTOMERIC SEALANT, TYP. C. TOOLED JOINTS SHALL NOT OVERLAP OR EXTEND BEYOND LIMITS SHOWN ON PLANS ® SAW CUT COLORED CONCRETE PAVING B 1----------------NO SCALE SECTION LEGEND: CONCRETE CURB AND GUTTER, SEE ENGINEERING PLANS CONCRETE PAVING, REFER TO PLANS FOR TYPE AND FINISH COMPACTED SUBGRADE PER GEOTECHNICAL RECOMMENDATIONS EXPANSION JOINT SEE DETAIL 6" X 6' #8 WELDED WIRE MESH AT CENTER IN CONCRETE #3 REBAR DOWEL, 12" LENGTii @36'0.C. PLAIII R1 112' 15'7 45' SIDE VIEW ' • J77~-rcr-r,C",<--,-y-;ry,--,\~~--;-=----,---,--,----,--~·,II 4" (OR 6') NOM. CONCRETE PAVING -~2L~~:L~~:z~t:~:;::::::;;__:,,.~~_::_·~-;•~~,k OVER COMPACTED SU BG RADE (SEE = 1 = 1 _ -· ,:,_,7,,'in-' 'ffiill'ff-T -, , , __ ,, SPECIFICATIONS) . . . . . . _ _ ~~ __ _ _ 1 11r;:;w ,, J.. 12" SECTION /-0 -, -~ ,, " ' " ' .. " ' !, ' ,. ' -• C ·-• , .P '-11 ; !) - . ,, 'b. . ,, 'b. . ' 'b. . ' ' , ' ' . .. ' ~ ' -• ' -i::: -, ' ' b. . ' . f E)(!STING eR NEWCONCRE TE,i".' -•· -, . -' . . : ' ' s ' ,. ~'--<v -.. -' . -' ' . ,, " ' ·, " ' !, _,, . .. -, ' , ' ' " ,, I• "' ' 4 PLAN ,. . _ 4' (TYP.) . NEW CONCRETE I LEGEND: G) EXPANSION SEALED JOINT (PER SPECS) Ci) TOOLED EDGES TO MATCH EXISTING @ EXISTING OR NEW CONCRETE © NEW CONCRETE 0 #318' SMOOTH DOWEL. FOR EXISTING CONCRETE, DRILL AND GROUT INTO EXISTING (r:'\ CONCRETE PAVING CONNECTION ~1-------------NO SCALE r-20• ~ 2" WRAPPER I I !I. BOTTOM 10" 3'-0" 1'-0" 36' .f-12'0 -,j,' SECTION LEGEND: 0 2-318' OUTSIDE DIAMETER STEEL PIPE ~ PLACE GRILL ON SUPPORT, LINE UP HOLES IN INTERNAL \.!,/ PIN !I. POST. INSERT 318" 0 ROLL PIN UNTIL GRILL ROTATES FREELY @ DEFORM BOTTOM OF STEEL PIPE © 518" 0 STL BAR 0 PLATED COILED STEEL GRIP © 112' 0 STL. ROD 1 118" 0.C. 0 CONCRETE FOOTING NOTES 1. GRILL FINISHED WI HEAT RESISTANT BLACK ENAMEL, 2. GRILL ROTATES FREELY 360 DEGREES FOR DRAFT CONTROL. © CONCRETE CURB / WALK CONNECTION E i------------ NO SCALE ®BBQ GRILL FOOTING NO SCALE 6 9 LEGEN~ ' 0 FINISHED GRADE PER PLANS 0 FINISHED GRAPE PER PLANS @ NOTEUSEIJ 0 PRECAST CONCRETE CAP: SMOOTH FINISH COLOR COORDINATE WITH ARCHITECTURE 11l RAO. ON ALL OUTSIDE EDGES CONTRACTOR SHALi.. Vl;;RIFY RADIUS OF S~ TWAL.L IN FIEW PRIOR TO POUR © NOTUSED © 8x8xt6 SPLIT FACE BLOCK COLOR: COORDINATE WITH ARCHITECTURE 0 EXPANS!ON JOINT (SEE DETAIL O/L.004) © ADJACENT PAVING PER PLANS © (2)#4 REBAR AT2◄" ON GENTERTYP. ® CONCRUE FOOTING ® COMPACTED SUBGRADE (PER SOILS REPORT) ® #4 REBAR CONTINUOUS NOTES: A. GRAFITI COAT ALL SURFACES 3-6" r ' ' STEEL GATE LEGEND: Ci) COMPACTED SUBGRADE PER GEOTECHNICAL RECOMMENDATIONS f'i\ CONCRETE FOOTING 16' DIAMETER MIN. 30' \.!,/ DEPTH @ SLOPE TOP OF FOOTING TO DRAIN © (3) HEAVY DUTY HINGES 0 3" X 3" POSTS 14 GUAGE SET 24' INTO FOOTING © 'CANT-SLAM' HYDRAULIC GATE CLOSER (i) 2" X 'Z' SQ. GALV. STEEL TOP AND BOTTOM RAIL © 1-112" X 1-112' GALV. STEEL PICKETS ® AUTOMATED LOCKING LATCH COORDINATE WITH PROXIMITY READER (SEE ELECTRICAL PLANS) ® CONCRETEPAVINGPERPLAN ® 3-112" X 3-112' POST SLEEVE EXTEND 1" ABOVE TOP OF FOOTING AND BOLT TO POST WITH TAMPER RESISTANT BOLT NOTES: A. ALL "1ETAL TO BE GALVANIZED INSIDE AND OUT. B. GRIND ALL WELDS SMOOTH C. PROVIDE POWDER COAT FINISH. COLOR: BLACK D. NO FIELD WELDING PERMITTED, ALL CONNECTIONS SHALL BE BOLTED OR CLIPPED. "AS BUil T" REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, PLANNING DEPARTMENT AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATI! SD$ PROJECT t-10: 04-302 PLT CATI;: JULY 8, 200G SCHMIDT DESIGN GROUP, INO. ••• ·~· -·· BALANCINC ARTIST"IC EXPRESSION IN DESIC/i WITH ENVIRONMENT AL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92-103 telephone {619} >36-1462 facsimile {619} ,36·87~2 www.schmidtdesign.com Lie.CA 2138, NV 219, AZ,41H ,;1, 1' i'tt1 ' ' 1111:y-, ' I, ._,:,'1' !ili1_·1·.: lill'.,, ,!' '1-;pl.' I i li1!t :' OF PLANTING AR!;AS ·_ ...,/Z CITY OF CARLSBAD I s~i~--I § ~ PLANNING DEPARllvlENT "T ' LANDSCAPE CONSTRUCTION DETAIL$ VILLAGES OF LA COSTA OAKS 3.6 ® TUBULAR ST(EL FENCE ON CONCRETE BLOCK WALL H !---------------------Q) TUBULAR RCE EXP. AFFORDABLE SITE (HUNTER'S POINTE} :.:. NO SCALE NO SCALE ., REVIEWED BV: I APPR~~uort ~!~1§1 · ~ PLANNI 13 DWN BY: JJ KC EH PROJECT NO. DRAWINGN p DATI! BV DESCRIPTION APP'D CHKD BY: JJ INSPECTOR DATI! REVISIONS RVWD BY: J SOP 04•13 434·1 :I • t I I • ll 'I ,_,, I· I I! -_,i --------; if 111 T ·•· ;1 I !Ml II ' ,, ''' ! r--· -· ,_J~J_ -.. ··--.'c:J!J . . I I 1::- I .I I ' ~-----------:..----------------------------------------------------------------------------------------------------------------------------------- LEGEND: CD TRASH RECEPTACLE PER PLANS ,.,v~----4'-B" ------J' ® SWING AWAY SPUN METAL SINGLE _.ll. 1·-2• -)' 3/8" TYPICAL ~s• --~If ' -,. ELEVATION r 2·-6" 0 PICNIC TABLE SURFACE MOUNT 12" 121 12" 121 ® BICYCLE RACK EMBEDMENT (PLANTING AREA) ------( 1 PA PLAN VIEW PLAN LEGEND: CD COMPACTED SUBGRADE PER GEOTECl-l. RECOMMENDATIONS ® Z' DIA. TUBULAR STEEL SUPPORT FRAME ® SURFACE MOUNT TAB 6' © PICNIC TABLE PER PLANS © CONCRETE FOOTING PER MANUFACTURER'S RECOMMENDATION FOR SURFACE MOUNT © ADJACENT PAVING PER PLANS 0 FINISHED GRADE NOTES: 1. CONTRACTOR SHALL COORDINATE WITH MANUFACTURER FOR DELIVERY OF TABLES, AND SHALL INSTALL PER MANUFACTURERS RECOMMENDATIONS. 2. FOOTING SHALL MEET ADJACENT PAVING FLUSH, TYPICAL. PLAN ~i.. ______ 6'-2" -------#It 1 -1 ---------------,., ELEVATION LEGEND: 2' _J, 83 1 STEEL REINFORCED SURFACE MOUNT JL--,1£. 10 1/4" CONCRETE FINISHED GRADE 7NOTES: 2'-8" SIDE ELEVATION 1. CONTRACTOR SHALL COORDINATE WITH MANUFACTURER FOR DELIVERY OF BENCHES, AND SHALL INSTALL PER MANUFACTURER'S RECOMMENDATIONS. ,r--22112· --,f 36" N Ill ITT Ill lf~ITT ,,I Ill 1i' 1111i' I lllll ill 11' II.I PLAN €L€VATIDN C TRASH RECEPTACLE SURFACE MOUNT J LEGEND: :'li •,_, ' CD; dbMfl\CTE!)~U~Q~DE PER GEOTECHNICAL ; RECOMMEN!)AJIONS ·• ® • BIKE RACK ~ER M/INUF. Pl.,ANS ® CONCRETE FOOTING PER MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT © ADJACENT PAVING PER PLANS © FINISHED GRADE © 7/16" DIA. HOLES FOR#3 REBAR, TO BE PROVIDED BY CONTRACTOR NOTES: 1. CONTRACTOR SHALL COORDINATE WITH MANUFACTURER FOR DELIVERY OF BICYCLE RACK, ANO SHALL INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 2. FOOTING SHALL MEET ADJACENT PAVING FLUSH, TYPICAL. NO SCALE! LEGEND: CONCRETE PAVING CURB ANO GUTTER PER CIVIL DRAWINGS ASPHALT PAVING PER CIVIL DRAWINGS 3/8" SMOOTH DOWEL 12" LENGTH@ 36" o.c. COMPACTED SUBGRADE PER GEOTECHNICAL RECOMMENDATIONS NOTE; CAN BE MONOLITHIC POUR. PROVIDE SCORE JOINT TO REPRESENT BACK OF CURB. .J!.-1'--3' CLR. NO SCALE LEGEND: 0 PRECAST CONCRETE PAVER 18"X 18' TYPICAL Q BARK MULCH, PER PLAN PLAN '------12 ~----12 G) COMPACTED SUBGRADE TO 90% MIN. 13'-0' 48" 48' l:.c:c_,_ Ii I -•11--cl 1 -'11 111': '111!1_-----' ---. ' --' = ! I=· ,I=-: SECTION '---{3 ® CONCRETE STEPPING STONES 2'-0' 1·-a· >-!'... -@ r1, -® :,. ~ -' . ~~ • a, @:\ 1'-0' TYP. 14-0"¾ fQ FQ. EQ. 81-Ell EQ. EQ. E<l 16 PLAN VIEW LEGEND: CD 0 COMPACTED SUBGRADE PER GEOTECHICAL RECOMMENDATIONS (4) #4 REBAR HORIZ. AND VERTICAL IN FOOTING MAKE CONTINUOUS WITH WALL G) 4X8X16 CMU CAMPHER CAP COLOR TO MATCH BLOCK 1·-a· SECTION THROUGH WALL LAG SOL TS TYP. W/ LEAD SLEEVES HEAVY GATE HINGE, TYP. HEAVY STEEL LOCKING LATCH 2D GA. GALVANIZED METAL ROOF DECK, FM-2 TYPE AS MANUFACTURED BY BOWMAN CONSTRUCTION . 15.'.-0" ·,. -2'-0" NO SCALE ® BASKE:TBALL COURT Eri'.' --------------------. R4' 4" EQ --------- (2) 4 X 12 DOUGLAS FIR TIMBER. SECURE TO TOP OF WALL WITH SIMPSON STRONG-TIE HARDWARE. PAINT PER NOTE BELOW. @ (7) 3 X 8 DOUGLAS FIR TIMBER. SECURE TO 4 X12 WITH SIMPSON STRONG-TIE HARDWARE. PAINT PER NOTE BELOW. • NOTES: ELEVATION OPENING TOP ® 8" DIAMETER TOP OPENING © 1-1/4" X 1-1/2" VERTICAL BOARDS © COMPACTED SUBGRADE PER GEOTECHNICAL RECOMMENDATIONS © CONCRETE FOOTING PER MANUFACTURER'S RECOMMENDATION FOR SURFACE MOUNT. 0 {3)THREE 3" STEEL FEET WITH 9116" DIA. HOLES FOR SURFACE MOUNTING. © ADJACENT PAVING PER PLANS NOTES: 1. CONTRACTOR SHALL COORDINATE WITH MANUFACTURER FOR DELIVERY OF TRASH RECEPTACLES, AND SHALL INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 2. FOOTING SHALL MEET ADJACENT PAVING FLUSH, TYPICAL. NO SCALE LEGEND: 6' CONCRETE COLOR: DAVIS YOSIMITE BROWN BASKETBALL BACKBOARD / NET SEE PLAN FOR MANUF. AND MODEL 2" WIDE COURT LINES COLOR: WHITE NOTES: A. ALL LINES 2' WIDE UNLESS OTHERWISE NOTED. COLOR: WHITE B. COURT LINES SHALL BE PER MANUFACTURE'$ RECOMMENDATION. NO SCALE! SOG PROJECT NO: ()4.302 PLT DATE: JULY 8,2005 SCHMIDT DESIGN GROUP, INO, BAlANCJNG ARTISTIC EXPRESSION IN DHJCiN WITH ENVIRONMENTAL SENSnlVITY 1 • <f-' t · ' I 1~1 11 ,": :.~:\ .'--.• ~~--- ,_I Ill··;·•"·••;'• 0 0 CONCRETE PAVING OR PLANTING AREA, SEE PLANS 8X8X16 CMU SPLIT FA9E BLOC~ TO MATCH SITE WALLS. TRASH RECEPTACLE AREA @ CUSTOM POST CAP WI 6X6 STEEL POST SEE GATE DETAIL 1. PAINT METAL GATE AND TRELLIS TIMBER WITH 1 COAT EXTERIOR PRIMER AND 2 COATS EXTERIOR ENAMEL COLOR TO MATCH TRIM ON CLOSEST BUILDING AND MEET OWNER'S APPROVAL. COORDINATE COLOR WITH LANDSCAPE ARCHITECT PRIOR TO PURCHASING PAINT. 2. CONFORM WITH CARLSBAD STANDARD DRAWING GS-18 FOR TRASH ENCLOSURE LAYOUT. 2655 Fourth Avenue, San Diego, C/1 92103 telephone [619} 236-1462 facsimile {619} >36-8792 www.schmidtdesign.com ® 12" WIDE CONCRETE STRIP .. ~-'.'. t------;-~·1 , •• ,; •·,--. • '-= ~··11.. ,~ ... ' •'11. SECTION ' NO SCALE © #4 REBAR VERTICAL {WALL) AT 24" O.C. TYP. 0 #4 REBAR HORIZONTAL {WALL) EVERY OTHER CELL © CONCRETE FOOTING © 2" X 2" X 3116' TUBE STEEL FRAME 3" PROTECTION POST, MODEL W-16 SET 1/2" DIAM. GALVANIZED STEEL ROD INTO DROP ROD ASSEMBLY. WELD ASSEMBLY TO GATE FRAME PER MANUFACTURER RECOMMENDATIONS. TRASH ENCLOSURE W/ OVERHEAD TRELLIS "AS BUil T" NO SCALE DATE RCE ____ EXP. REVIEWED BY: INSPECTOR DATE REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, PLANNING DEPARTMENT AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE BY DESCRIPTION REVISIONS APP'O Lie. CA 2138, NV 219, AZ 34139 L-2.2 APPROVED FOR PLANTING ANO IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS SHEETS 'It. LANDSCAPE CONSTRUCTION DETAILS VILLAGES OF LA COSTA OAKS 3.8 AFFORDABLE SITE (HUNTER'S POINTE) PLANNING OWN BY: .1,1 KC EH CHKD BY: J"'-J __ RVWD BY: JJ PROJECT NO. SOP 04-13 DRAWING NO, 434-1L f, !!11111 ·- ' I i i I I I I I I I L . . ------------------7 i, ------7 I ----7 L A _J I -------- I I I I r --------7 I A ------_J L ----_J i, PLANVl!;W • . 8'-0" ' I I r® I I ~, 8 '.____,.. l\. ~ ~ I ' .,J __ ,. I I ., ___ ~ >--.. •• I r /r • . ~ J I ~ / Ht nter's Poi· 1te "I ;;r_.., / " ,..; '\i • ,, " ' ,/ ,l -' the Villages o La :osta ---• , -... AJ 4'· .. -,, .. .,, / ~ ,, • • ,/ 'J t: __ ,. 5' -13" -I' .,, .., ~-.~ I ' ,-__ /r •• 18" . ~ 'T J ' l .,, . ' f_ . . , 3'-0' ,, 8'-0" ,, 3'-0" ' . 14'·0' -----------------------' 7 L __ ______________________ J ELEVATION ENTRY SIGN 2>------ .. ' " • " ,il ~ _• ~~-----. --I LEGEND: CONCRETE PAVING PER PLAN 3116 RADIUS -1/4" DEPTH TOOLED EDGE POLYURETHANE SEALANT 'SONNEBORN' SL-2 SLOPE GRADE -CONFORM TO ASTM C92D TYPE M -GRADE T 114" FELT EXPANSION JOINT WITH REMOVABLE 112' CAP 112" X 12" LONG SMOOTH STEEL BAR AT 36' ON CENTER-ONE SIDE WITHIN SLEEVE FOR MOVEMENT AT EXPANSION JOINTS • • 5'-0" . • ll---1 1--. I 1-~-111 -111- -I 1--1 I 1---1 I ---I 1---1 I 1 COMPACTED SUBGRADE PER GEOTECHNICAL REPORT NOTES: SECTION A. SEE CONSTRUCTION PLAN FOR EXPANSION JOINT LOCATIONS ® EXPANSION JOINT 111--~ CURB AT PLAY AREA ]}---✓ 6" WIDTH VARIES (SEE PLAN) SIDEWALK AT PLAY AREA 9 6 I , ,, '' 1' - 4'-6" 5'-0" 18' ~--3'-0' ---,r r--2•-5• --:-¥ ;r--1'-10" • . ' • .,----; 1 LEGEND: ® ® © ® © PRECAST CONCRETE PILASTER CAP MODEL: Q-E40PC, COLOR: CS THROUGH QUICK CRETE PRODUCTS PHONE: 1.909.737.6240 INSTALL PER MANUFACTURER'S SPECIFICATIONS PRECAST CONCRETE WALL CAP MODEL: Q-M12SWC COLOR: CS THROUGH QUICK CRETE PRODUCTS 114' THICK STEEL LETTERS, COLOR: POWDER COAT DARK BROWN, ATTACH TEXT TO WALL WITH 3/B'X 3' STEEL BAR WELDED TO CENTER OF LETTER. GROUT BAR IN PLACE. TEXT HEIGHT· 6', TEXT STYLE - DUTCH801 RM BT FINISH GRADE COMPACTED SUB-GRADE PER GEOTECHNICAL RECOMMENDATIONS PHONE: 1.909.737.6240 INSTALL PER MANUFACTURER'S f:i2\ #5 REBAR@ 10' O.C. EACH WAY \!.::I TOP AND BOTTOM SPECIFICATIONS CAST-IN-PLACE CONCRETE OR CMU BLOCK @3 (BXBX16) WALL CAST-IN-PLACE CONCRETE OR CMU BLOCK ® (6XBX16) PILASTER CORE PRECAST TOP CAP @s MODEL: CUSTOM CAP QUICK CRETE PRODUCTS COLOR: CS INSTALL PER MANUFACTURER'S SPECIFICATIONS MANUFACTURED STONE VENEER TO MATCH ARCHITECTURAL. INSTALL PER MANUFACTURER'S SPECIFICATIONS @ @ #4 REBAR VERTICAL @ 16' ON CENTER, TYP. #4 REBAR HORIZONTAL @ 16" ON CENTER, TYP. 2-#4 REBAR CONTINUOUS TOP ALTERNATE BEND DOWELS CONCRETE FOOTING . f'' ~ {8I9) I,,"' ,r--2'-8" ----,-,r--{ SECTION A-A 0 © STUCCO FINISH, BOTH SIDES COLOR: TO MATCH BUILDING 114' THICK STEEL LETTERS COLOR: POWDER COAT DARK BROWN ATTACH TEXT TO WALL WITH 318" X 3' STEEL BAR WELDED TO CENTER OF LETTER. GROUT BAR IN PLACE. ~ --t ·- :-... •; ' ' -.·' 3 ·-. ' . LETTER ATTACHMENT TO WALL NO SCALE VARIES - ADJACENT PLANTING AREA, SEE PLANS. SECTION B-B TEXT HEIGHT· 9" TEXT STYLE· DUTCH801 RM BT NOTES: 1. MANUFACTURED STONE VENEER SHALL MATCH ARCHITECT'S SPECIFIED VENEER . VENEER SHALL WRAP ALL SIDES OF WALL 2. WALL BLOCK SHALL BE 8X8X16 PRECISION CMU BLOCK SOLID GROUTED. 3. IF WALL IS CONSTRUCTED OF CMU BLOCK THEN BOTTOM COURSE SHALL BE 12X8X16 PRECISION CMU BLOCK SOLID GROUTED. 4. CONTRACTOR SHALL LAYOUT LOCATION OF SIGN FOR LANDSCAPE ARCHITECT'S APPROVAL PRIOR TO CONSTRUCTION. 5. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF LETTERS PRIOR TO MANUFACTURING 6. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF WALL BASED ON SOILS REPORT FOR APPROVAL PRIOR TO CONSTRUCTION. CONTRACTOR SHALL OBTAIN PERMITS PRIOR TO CONSTRUCTION. NO S~ALE .. ~--LEGEND: • • ✓ • ..p ~ . i • ' L>j . 12' i, i, " " 6'-0' i, 6'-0' i, ., " ADJACENT PARKING LOT WITH ADA PARKING STALLS, SEE PLANS. , ' Q) b. ' '' ' A ' I'•!~ @ ,.o.,, . -- ' -✓• ~ • -Q) b. . ' b. . © CURB RAMP DETAIL LEGEND: 0 ® ® © ® SCORE LINES AND EXPANSION JOINTS PER PLAN CONCRETE PAVING 520-C-2500 6 X 6 #8 WELDED WIRE MESH AT CENTER IN CONCRETE 112 RAD. ON ALL OUTSIDE EDGES RESILIENT SURFACING, DEPTH PER FALL HEIGHT REQUIREMENT. COORDINATE WITH PLAYGROUND MANUFACTURER. 4' CONCRETE BASE BELOW RESILIENT SURFACING. © 0 © © @) COMPACTED SUBGRADE PER GEOTECHNICAL REPORT THICKENED CONCRETE EDGE, DEPTH PER FALL HEIGHT REQUIREMENT OF RESILIENT SURFACING PLUS 3" #4 REBAR CONT. TOP AND BOTTOM. OVERLAP SPLICES 12' MIN. ½" X 12" REBAR DOWEL a• WIDE CONCRETE MOW CURB, DEPTH PER FALL HEIGHT REQUIREMENT OF RESILIENT SURFACING PLUS 3' CONCRETE PAVING, SEE PLANS GROOVED BORDERS MUST BE ON THE LEVa SURFACE AT THE TOP OF THE RAMPS 6' CURB, SEE PLANS. NO SCALE "AS BUil T" REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, PLANNING DEPARTMENT AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. · SDG PROJECT NO: 04-302 PLT DATE: JULY 8, 2008 SCHMIDT DESIGN GROUP, INC. BALANCING ARTISTIC EXPRESSION IN DESIGN WllH ENVl~ONMENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92103 telephone {619} 236-1462 facsimile {619} 236-8792 www.schmidtdesign.com Lie. c~ 2138, NV 219, l>il. 34139 L-2.3 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS I SH,~T I CITY OF CARLSBAD ~ ;'_ ® THICKEN CONCRETE EDGE AT PLAY AREA 0------------------------NOSCALE ~=~=:::::":====PLA':::::N=Nl=NG':::::DE=:P=A:::':RT=ME:::':::':NT':::::==:::::..'::~:::::':::::::::::: LANDSCAPE CONSTRUCTION DETAILS VILLAGES OF LA COSTA OAKS 3.6 AFFORDABLE SITE (HUNTER'S POINTE) DATE RCE ____ EXP. REVIEWED BY: DATE BY INSPECTO~ DATE DESCRIPTION REVISIONS APP'D DWN BY: JJ KC EH CHKD BY: J~J __ RVWD BY: JJ PROJECT NO. DRAWING NO. SOP 04-13 434-1L ' ! ' I lffll i I - 111111 l'i''' I ·1 1 L ,f:1,i I i ' ,I ! ' ' ' I i DEPTH PER FALL HEIGHTREQ. 3 112" • · 7 "1--...J ( WIDTH VARIES SEE PLAN .r--\. 4 ---- 7 ·-~1 I I 12" DRAIN AT RESILIENT SURFACING 6" EXTENDS, TYP. ,----~~----,6' O.~TYP. 11-----2'-0" " LEGEND: 0) ACCESSIBLE RES_ILIENT SURFACING 5/6• THICK TILE; SEE CONSTRUCTION PLAN FOR MANUFACTURER. SEE PLANS/SPECS. FOR COLOR INFORMATION. INSTALL AS PER MANUFACTURER$ SPECIFICATIONS. CONTRACTOR SHALL SUBMIT SAMPLE OF COLORS TO LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. RESILIENT SURFACING SHALL MEET ADJACENT CURB FLUSH ALWAYS. SBR AND URETHANE BASE MAT. DEPTH OF BASE MAT LAYER TO MEET CRITICAL FALL HEIGHT REGULATIONS. CONTACT MANUFACTURER FOR INFORMATION ON CRITICAL HEIGHT OF MATERIALS WHEN TESTED ACCORDING TO ASTM F1292. APPROXIMATE DEPTH REQUIREMENT 4"-VERIFY Willi MANUFACTURER. ADJACENT SURFACING PER PLANS CURB OR SIDEWALK IS FLUSH WITH RESILIENT SURFACING AND ADJACENT PAVING (SURROUNDING TURF AREA PER PLAN) (ADJACENT C1NCRETE WALK) I ~~---t-......... 6" EXTENDS, TYP. ,f--36" _'1.,,.1,_ 36" -¥ @OVERHEAD TRELLIS AT PLAZA I ' ' © COMPACTED SUBGRADE TO 90% MIN. © 12" SQUARE PLASTIC CATCH BASIN, COVER GRATE WITH GEOTEXTILE FABRIC TO PREVENT RESILIENT SURFACT MATERIALS FROM DRAIN INLET f7\ 4" SOLID PVC DRAIN PIPE. SEE GRADING PLAN VJ FOR CONTINUATION © 3-1/2 INCH CONCRETE SUBBASE WITH 6" CURB ALL AROUND SHALL BE PREPARED TO ACCEPT SURFACING AS PER MANUFACTURERS SPECIFICATIONS. 6X6X10/10 EWWM CENTERED IN SLAB, TYPICAL. KEEP EWWM 3 INCHES MIN. CLEARANCE FROM EDGES OF CONCRETE. SLOPE CONCRETE TOWARDS DRAIN AT 1% MINIMUM ORAS NOTED ON GRADING PLAN. ® CURB OR SIDEWALK PER PLAN @ FINISHED GRADE NOTE: 1. RESILIENT SURFACING TO BE FLUSH AND LEVEL WITH SURROUNDING CONCRETE CURB IN ENTIRETY NO SCALE 'A' -R16' 'A' PLAN F---PER PLAN ----,r -,!';,I'--6"0.C. .,r--;,f-2'-0" o.c. .r----\9 SECTION OVERHEAD TRELLIS AT RECREATION AREAS ,r-------6'-0" --------,/Ir 51---- 5'-6" 8'-0" SECTION 'A'-'A' LEGEND: 0) 6X6 PRESSURE TREATED DO UL GAS FIR POST 0 6X12 EXTERIOR GLUE LAM BEAM W/ 67' ARC AT 16' RADIUS TO C/L OF BEAM ,.;,. 1/2" ~ LAG BOLT & FASTENING NUT; COUNTER SINK AND '-:v PLUG © 4X4 Df LATTICE ATTACH TO BEAM WI 318" LAG BOLT THROUGH TOP © 6 X 6 SIMPSON POST CAP; ORNAMENTAL BLACK © SIMPSON ABE 6X6 POST BASE, ATTACH TO CONCRETE BLOCK BASE W/ 112' DIA. J-BOLT ANCHOR © TURF AREA, PER PLAN © 4" CONCRETE PAVING / PLAN ® 2X8 DOUGLAS FIR ATTACHED TO 6X6 POST WITH 45 DEGREE MITER CUT @ COMPACTED SUBGRADE PER GEOTECHICAL RECOMMENDATIONS i LEGEND: CD 6X6 PRESSURE TREATED DOULGAS FIR POST 0 3X10 DOUGLAS FIR BEAM BOTH SIDES OF POST 0 1/2" !1J MACHINE BOLT & FASTENING NUT © 2X4 DOUGLAS FIR LATTICE ON EDGE, TOENAIL TO JOIST WITH 2 #8 GALVANIZED NAILS © 3X10 DOUGLAS FIR JOIST BOTH SIDES OF POST © SIMPSON ABE 6X6 POST BASE, ATTACH TO CONCRETE WI 1/2" DIA. J-BOLT ANCHOR 1 © STONE PAVING, SEE PLAN © 4• CONCRETE BASE ® 2X8 DOUGLAS FIR ATTACHED TO 6X6 POST WITH 45 DEGREE MITER CUT @ COMPACTED SUBGRADE TO 90% MIN . NOTES: A. ALL WOOD POSTS TO BE P.T. DOUGLAS FIR B. ALL WOOD SHALL RECEIVE 2 COATS OF PAINT TO MATCH BUILDING TRIM. C. CONTRACTOR SHALL PROVIDE WOOD SAMPLE Willi PAINT FOR LANDSCAPE ARCHITECT'S APPROVAL PRIOR TO APPLICATION 0 16" X 8 X 16 COLUM BLOCK AT BASE OF POST COLOR TO MATCH SITE WALLS @ 2' X 'Z CONCRETE FOOTING NOTES: A. ALL WOOD POSTS TO BE P.T. DOUGLAS FIR B. ALL WOOD SHALL RECEIVE 2 COATS Of PAINT TO MATCH BUILDING TRIM. C. CONTRACTOR SHALL PROVIDE WOOD SAMPLE WITH PAINT FOR LANDSCAPE ARCHITECT'S APPROVAL PRIOR TO APPLICATION NO SCALE NOSCALe-' "AS. 13UIL T" REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, PLANNING DEPARTMENT AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE RCE EXP. REVIEWED BY: DATE BY DESCRIPTION "'llF1 ; ' ' ·i .'.I "j .l ·:l I ' ~ l RI ' 0 31-07 ! R o, l ·~ ' ,i 1 i . ·j ,--------, !~ SDG PROJECT NO: 04-302 , ,-'; 1 PLT DATE: JULY 9, 2009 SCHMIDT DESIGN GROUP, INC. ·;\ 1 '.i ••• -~· -·· ' ,( 6ALANCINO ARTISTIC EXPRt:SSION IN DESJi ➔ WlTH ENVIRONMENTAL SENSITIVITY '~ ,; 2655 Fourth Avenue, San Dlego, CA 92103 , . ;: telephone {619} 2,6-1462 facsimile {619} 2,6-87921 www.schmidtdesign.com :.:! ·; ;: L-2.4 APPROVED FOR PLANTING AND , IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS CITY OF CARLSBAD I SH!cETI I PLANNING DEPARTMENT q. ZJ, LANDSCAPE CONSTRUCTION DETAILS j VILLAGES OF LA CO$TA OAKS 3.6 i AFFORDABLE SITE (HUNTER'S POINTE) ,, APP PLAN ING DATE OWN BY: ,IJ KC EH PROJECT NO. DRAWINGN APP'O CHKD BY: JJ ------------~-~ ----SOP 04-13 434-1 INSPECTOR DATE REVISIONS RVWD BY: JJ _;. i I -------- ! i I • __ , __ ALL FENCE POSTS, 6RACES AND RAILS SHALL CONSIST OF NEW GALVANIZED PIPE MANUFACTURED IN ACCOROANCE WITH A.S.T.M. OESIGNATION A-120 ANO SHALL BE OF THE FOLLOWING SIZES ANO WEIGHTS: A. POST AND RAIL SIZES SHALL BE AS FOLLOWS: • 4' HIGH CHAJN LINK FENCE· POST LOCATION ENO ANO CORNER Z-112" LINE POSTS 2· RAILS 1-114" • 6' HIGH CHAIN LINK FENCE· POST LOCATION END AND CORNER 3" LINl!:POSTS 2" RAILS 2' • 6' 8' 10' 12' HIGH CHAIN LINK FENCE· ' . ' . POST LOCATION END AND CORNER 3' UNI!: POSTS 2" RAILS 2' • 25' 30' HIGH CHAIN LINK FENCE· . POST LOCATION END ANO CORNER 5" LINE POSTS 4• RAILS 2' 0 COATED CHAIN LINK FENCE SCHEDULE rl 3'-8i" f- l ,.F ELEVATION Scale: 1/2" = 1'-0' 1/4' JOINT (TYP.) NOMINAL DIAMETER IN INCHES STANDARD SCH40 STANDARD SCH40 STANDARD SCH40 NOMINAL DIAMETER IN INCHES STANDARD SCH40 STANDARD SCH40 STANDARD SCH40 NOMINAL DIAMETER IN INCHES STANDARD SCH40 STANDARD SCH40 STANDARD SCH40 NOMINAL DIAMETER IN INCHES STANDARD STANDARD STANDARD FLOOR ANELS (TYP. OF 4) INN R WALL JOINT ( ,) UTILITY ACCESS AT THIS POINT ON INNER WALL ' LIFT EYE (TYP.) REMOVEABLE) OW ADJUSThtENT ACCESS SCH40 SCH40 SCH40 PLAN VIEW 4' FOUNDATION Scale: 1/2' = 1'-0' BASIN FOOTPRINT: 9'-1o·N SPLASH RATIO: 2. 72 ® WATER FOUNTAIN 1 o·-o• MAXIMUM ... ... VI I 1:3 : ,_ 13 i:i ::i: B. FOOTING SIZES SHALL BE AS FOLLOWS: FENCE HEIGHT FOUR 14, FOOT HEIGHT SIX (6') FOOT HEIGHT EIGHT (B') FOOT HEIGHT TEN/1 O'I FOOT HEIGHT TWELVE (12') FOOT HEIGHT TWENTY-FIVE (25') FOOT HEIGHT (NOTE: THIS DRAWING IS BASED ON DETAIL SDRSO M-6 WITH SOME UPGRADES) FLOW CAPACITY 0-100 GPM FLOW ADJUSTMENT @ 90 GPM; SEE SHEET #6 FOR CENTER FEATURE DETAILS ACCESS HOLE FOR UTILITY CONNECTIONS 2 ,. _f2 I' 1'-0" SECTION 'A-A' Scale: 1/2' = 1'-o• END OR LINE POST FOOTING CORNER FOOTING DEPTH POST WIDTH FOOTING WIDTH 9" 9' 2'-10" 12· 12" 3'-6" 12" 12" '3'-611 12' 12' 3'-6' 12' 12' 3'-6' 24' 24' 5'-0' NOTE FOR STUBOUT CONNECTIONS: MAKE-UP TO 1\' FEMALE SUP FITllNG {SxS BUSHINGS INCLUDED) NO SIZE REQUIREMENT FOR WATER SUPPLY PREPLUMBED TO THIS POINT (CONNECTED BY OTHERS) LEGEND: 0 0 Q) 0 © 0 0 0 0 6"'X6" CONCRETE MOW CURB AT FENCE OR CONCRETE PAVING END OR CORNER POSTS (SEE NOTE 'A" FOR SIZES) 3/8' CIRCULAR TRUSS ROD WITH TRUSS TIGHTENER, SEE SDRSD M-20 MID RAIL (SEE NOTE 'A' FOR SIZES) 3/4"x3/16' TENSION BAR W/ 1"x14 GAUGE BANDS AT z-o· ON CENTER TYPICAL PRESSED STEEL CAP -POST SIZE COMPACTED SUBGRADE PER SOILS REPORT CONCRETE FOOTING (SEE FOOTING NOTES B' FOR SIZES) 9 GUAGE WIRE WITH 2" MESH FENCING NOTES: A. GATE FRAMES SHALL BE 1-5/8" SHC 40 GALVANIZED WITH STANDARD HEAVY DUTY HINGES AND LATCH. (SDRSD M-5) B. GATES SHALL HAVE STOP PLATES AND WELDED LATCHING (GALV.~ C. ALL CHAIN LINK FENCE FABRIC SHALL BE NINE (9) GAUGE ALUMINIZED STEEL CORE FABRIC PER SDRSD SDM-112 0. FABRIC TO BE TWO (2) INCH MESH E. ALL CHAIN LINK FENCING SHALL HAVE A TOP ANO BOTTOM RAIL. TWELVE (12') FOOT HIGH CHAIN LINK FENCE SHALL BE CONSTRUCTED WITH A MID-RAIL. FABRIC SHALL BE KNUCKLED ON ALL SIDES. F. ALL CHAIN LINK FABRIC SHALL BE MOUNTED ON THE SIDE OF THE POSTS TOWARD THE PLAYING FIELD. G. ALL HARDWARE, TENSION WIRE, TIE WIRE, TRUSS RODS AND GATES SHALL BE HOT DIPPED GALVANIZED. H. CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING ALL HARDWARE REQUIRED FOR FENCING ANO GA TES. I 5" _...,,_..,. NO SCALE J<--l~r 1•-2Ll"\ 16 1/4" x 2" S.S. LEVELER J '-~-' A LEVELER DETAIL 2 -·- NO SCALE "AS BUil T11 DATla RCE ____ EXP. REVIEWED BV: INSPECTOR DATla REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, PLANNING DEPARTMENT AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. SDG PROJECT NO: 04-302: PLT DATE: JULY 6, 200B SCHMIDT DESIGN GROUP, INO. BALANCING ARTISTIC EXPRESSION IN DESJGN WITH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92103 telephone {619} 236-1462 faqimile {619} 236-8792 www.schmidtdesign.com Lie. CA 2138, NV 219, AZ 34139 L-2.5 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS CITY OF CARLSBAD I SHEETS I PLANNING DEPARTMENT 4Z... LANDSCAPE CONSTRUCTION DETAILS VILLAGES OF LA COSTA OAKS 3.6 AFFORDABLE SITE (HUNTER'S POINTE) · ~~~1-------t I-APP~~A!7.......,.,lli=btt=.,__ __ 1 (?:2/e1pl 1------+---f-----------------+----o ~-P=LA=~=:l":'N:=G=:=-:=:;-;::========::=DA:::T::::E:::::::=~· DATla BV DESCRIPTION REVISIONS APP'D OWN BY: JJ ~KC EH CHKD BY: J.,.J __ RVWD BY: JJ PROJECT NO. DRAWING NO. SOP 04-13 434-1L - , I I _ ........ ~--·-···---:··, L~.i __ _ -' ' -,., __ • .,,,,,!l" ' .. .,._,-.,,__..,..,"" .......... « I '•J1 . 1 • \1 f I , I ' ' ' ' . RECYCLED WATER PLANS FOR Hunter's· Pointe·/The Villages of La Costa J', RECYCLED WATER NOTES: .)ii\ .. , 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICTS "CARLSBAD RECLAMATION RULES ANO REGULATIONS FOR CQNSTRUCTION OF RECYCLED WATER MAINS" }:' DATED OCTOBER 1993. j; 2. DRINKING WATER FOUNTAINS ANO 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, PONDING, RUN-OFF, OVER-SPRAY ,ANO MISTING. 4. HOSE BIBS ARE STRICTLY PROHIBITED. ' ' ·-" .... ,{ -·, 3. CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES ANO POTABLE WATER LINES ARE STRICTLY PROHIBITED. • 6. NO SUBSTITUTIONS OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CARLSBAD MUNICIPAL WATER DISTRICT. 7. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER THE CARLSBAD WATER DISTRICT'S RULES AND REGULATIONS. 6. HOURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM 10:00 P.M_ TO 6:00A.M. IRRIGATION DURING PUBLIC use PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THI: SUPERVISION OF THE DESIGNATED USER SUPERVISOR. IRRIGATION WITH WATER OF A LESSER QUALITY THAN DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 A.M. 9. PROVIDE A MINIMUN OF AT LEAST 18 INCHES OF COVER OVER ALL WIRING AND PIPING. 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. 1,!. RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR THE use ON RECYCLED WATER DISTRIBUTION SYSTEMS PER THE CARLSBAD 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), ANO LAID WITH WARNING TAPE ANO STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER THE CARLSBAD WATER DISTRICT'S RULES AND REGULATIONS. 15. ON NEW ON-SITE SYSTEMS (POST-METER), POTABLE WATER, CONST ANT PRESSURE RECYCLED WATER, AND SEWER LINES SHOULD BE PLACED A MINIMUM OF FOUR FEET APART OR AS DIRECTED BY THE PROJECT ENGINEER AND/OR REGULATORY AGENCY. MEASUREMENTS SHALL BE BETWEEN FACING-SURFACES, NOT PIPE CENTER LINES. 18. CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST 12 INCHES BELOW POTABLE WATER LINES AND MAINTAIN AT LEAST 12 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 12 INCHES BELOW A POTABLE WATER LINE, THEN THE RECYCLED WATER LINE SHALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE AS PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES ANO REGULATIONS. 18, THE REQUIRED CROSS-CONNECTION SHUTDOWN TEST SHALL BE DONE BY THE CARLSBAD MUNICIPAL WATER DISTRICT ANO THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH. SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH ' MAY 25,· 2006 *' ,,,..--. -w·,--,-_ . . SIGNAGE NO~ES '\ "_':£ ,-~"f ;:I 19. THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER THE THE FOLLOWING GU}DELINES FOR THE USE OF RECYCLED WATER ARE TO Bio PERMANENTLY CARLSBAD MUNICIPAL WATER DISTRICT AND/OR THE SAN DIEGO COUNTY DEPARTMENT POSTED INSIDE_ T_ljE DOOR OF EACH CONTROLLER WHERE THEY ARE EASY VISIBLE. , · ·· ·· PLACE ON B-½" ~ 11' SIZE SIGN. ,, OF ENVIRONMENTAL HEAL TH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED COLOR· PURPLE BACKGROUND WITH BLACK LETTERING · TO THE NON-INSPECTING PARTY. . ,.. -~v. . GUIDELINES FOR0 f'U:c'YCLED WATER use 20. THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK" SIGNS SHALL BE CALLEO OUT ON THE PLANS. 21. WHEN RECYCLED WATER BECOMES AVAILABLE, AN ON-SITE USER SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAt SHALL BE FAMILIAR WITH PLUMBING SYSTEMS, WITH THE PROPERTY, WITH THE BASIC CONCEPTS OF 1. IRRIGATE BETWEEN THE HOURS OF 10:00 PM AND 6:00 AM ONLY. WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL BE AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. BACKFLOW/CROSS CONNECTION PROTECTION, THE RECYCLED PURVEYOR'S RULES 2. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING. THE Al'JD REGU!.,ATIONS, AND THE SPECIFIC REQUIREMENTS OF RECYCLED WATER SYSTEM. APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL. TIMERS MUST BE COPIES OF THI='. DESl(;iNA TION, Willi CONTACT PHONE NUMBERS, SHALL BE PROVIDED ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RA TE PRESENT. TO THE CARLSBAD MUNICIPAL WATER DISTRICT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC IN CASE OF EMERGENCY CONTACT· CHARLES SCHMID AT 858-259-2624 CONTROL CLOCKS: (I.E., EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL OR AFTER HOURS CONTACT: CHARLES SCHMID AT 619_994_6228 IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION). 3.ADJUST SPRAY HEADS TO ELIMINATE OVER SPRAY ONTO AREAS NOT UNDER THE CONTROL OF 22. ALL PUBLIC AND PRIVATE POTABLE WATER MAINS, INCLUDING FIRE MAINS ANO ANY THE CUSTOMER. FOR EXAMPLE POOL DECKS, PRIVATE PATIOS AND LOTS, AND STREETS AND WATER WELLS ANO WATER COURSES WITHIN THE RECYCLED WATER PROJECT, SHALL SIDEWALKS. BE SHOWN ON THE PLANS. 4. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPENT AND MATERIAL FAIL URE. BROKEN 23. CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT DRINKING FOUNTAINS AND/OR SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC. SHOULD BE REPAIRED AS THEY BECOME DESIGNATED OUTDOOR EATING AREAS ON THIS SITE. APPARENT. 24. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS ABOUT THE PRESENCE OF RECYCLED WATER. PERSONNEL MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND 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 THAT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. 25. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS IRRIGATED WITH RECYCLED WATER AND POfABLE WATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS, OR OTHER APPROVED METHODS. 26. THERE IS NO WELL ON THE SITE. INSPECTION PROCEDURES: Inspection of the project shall be performed by the Landscape Architect of tha Work, or hit designated agent. Refer to the specifications for the schedule of required Inspections and required submittals. Following completion of the work, the Landscape Archilect of the Work will ceffi_Fy th'!! Iha installation has been completed by sul:,,nillin)l the "Final Landscape Certification Form'. A request for a final landscape lnspeclion by the City must also be made by calling the Inspection Request Line. '"Final Landscape Certificalion Form' Fax to: 760-944-8943 Landscape lnspeclion Request Phone Line: 760-602-4602 All Irrigation backflow preventers shall be Jested by a certified tester and results must be given to the City and the Carlsbad Municipal Water District. Pipe between the meter and backtlow preventer shall be "Schdeule K hard Copper.' Approved contract backflow testers can be found on the City web sile at www.cl.carlsbad.ca.us/pd!doc.html?pid=340 CONSTRUCTION INSPECTION SHALL INCLUDE: A. LOCATION OF PIPE LINES B. TRENCH DEPTH C. REQUIRED SEPARATION (HORIZONTALLY AND VERTICALLY) D. PIPE IDENTIFICATION (P.0.C.'s) POINTS OF CONNECTION E. LOCATION ANO IDENTIFICATION OF SPRINKLER HEADS F. WARNING SIGNS AT THE SITE AND ON THE TRUCK HAULING RECYCLED WATER (IF RECYCLED WATER IS US!cD FOR CONSTRUCTION) DISTRICT FINAL INSPECTIONS SHALL INCLUDE: A. COVERAGE TEST, AFTER COMPLETION OF THE SPRINKLER SYSTEM, TO DETERMINE THAT 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 CONDITION INCLUDING WIND BLOWN SPRAY, RUN-OFF, AND PONDING. E. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS F. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, ETC. G. CROSS· CONNECTION ANNUAL INSPECTION SHALL INCLUDE: A COMPLETE INSPECTION WHICH SHOULD COVER PART "A' AND PART "B' AND PART "G' OF THE DISTRICTS FINAL INSPECTION. CARLSBAD MUNICIPAL WATER DISTRICT w.o. 5. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS ABOUT THE PRESENCE OF RECYCLED WATER. PERSONNEL MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND NOT APPROVED FOR DRINKING PURPOSES, HAND WASHING, CLEANING OF TOOLS, ETC. GIVEN THE HIGH TURNOVER RA TE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY, IT IS IMPORTANT THAT 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 MUSTE 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. TAGS SHALL BE WATERPROOF PLASTIC, 3"x4', PURPLE IN COLOR WITH THE WORDS, "WARNING RECYCLED WATER-DO NOT DRINK" IMPRINTED ON ONE SIDE, AND' AVISO-AGUA IMPURA-NO TOMAR' ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR, USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROCED EQUAL. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: 1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP, OR 2.ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP, OR 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. 8. AL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER SPRINKLER HEADS. EACH AUTOMATIC CONTROLLER AND IT'S ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS," RECYCLED WATER USED FOR IRRIGATION' IN ENGLISH AND SPANISH, WITH BALCK LETTERS 1' HIGH ON A PURPLE BACKGROUND, THE DESIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNa UTILIZING EQUIPMENT. SHEET INDEX Ql!YQ,_ SHEET !:lQ_ TITLE ;;~ 13 14 15 16 17 18 19 20 21 22 23 23 24 TITI.E SHEET & RECYC.LED WATE~, NOTES CIVIL SITE f'!.AN (FOR REFEREN ONLY) IRRIGATION LEGEND & NOTES ." ._ ' . j; , IRRIGATION PLAN " '\. IRRIGATION PLAN IRRIGATION PLAN IRRIGATION PLAN IRRIGATION PLAN IRRIGATION DETAILS IRRIGATION DETAILS IRRIGATION DETAILS IRRIGATION DETAILS IRRIGATION SPECIFICATIONS LEGAL DESCRIPTION Hunters Pointe La Cosla Oaks, North, Being a subdivision of portions of parcel map 10179, filed in the office of the county recorder of San Diego Counly, June 17. 1980 as file no. 80-204502, and sections 29. 30, and 32 Township 12 south range 3 west, all in the City of Carlsbad, County of San Diego, State of California. Assessors Parcel #'s 223-031-35 223-031-38 223-031-40 223-032-01 223-032-02 DECLARATION OF RESPONSIBLE CHARGE: SHEET NO. R-1.0 R-1.1 1-1.0 1-1.1 1-1.2 1-1.3 1-1.4 1-1.5 1-2.1 1-2.2 1-2.3 1-2.4 1-3.1 I HEREBY DECLAREJHAT I AJIA THE LANDSCAPE ARCHITECT OF WO~fOR THIS PROJECT, THAT I HAVE EXERCISED RESPO,NSIBL_s C!:V:l,l;lGE OVER THE DESIGN OF THIS PROJECT AS D!;FINEP, ltiSECTION 6703 OF THE BUSINESS AND PROFESSIONS co.pE AND THAT THE DESIGN IS CONSISlJ,ljT WITl;j'.'c4,!iRENT STANDARDS.I UNDERSTAND THATJ]j!< CHJ:C$ OF THE PROJECT D!<,AWINGS AND SPECJFICATIONS BY THE CITY OF CARLSBAD, THE CARLSBAD MUNICIPAL WATER DISTRICT, THE COUNTY OF SAN DIEGO DEPARThlENT OF ENVIRONMENTAL HEALTH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LANDSCAPE ARCHITECT OF WORK, OF MY REPONSIBILITIES FOR PROJECT DESIGN. JEFF JUSTUS SCHMIDT DESIGN GROUP.INC. 2655 FOURTH AVENUE SAN DIEGO, CA 92103 PHONE NO. 858-236-1462 s1Jr:/t~A~ P;, JEFF JUSTUS, ASSOCIATE REGISTRATION Np. 4□28 EXP. 5131/2007 CIVIL DISCLAIMER /' ·t SCHMIDT DESIGN GROUP INC. IS NOT j"' l RESPONSIBLE FOR INFORMATION PROVIDED . ' ;:, BY THE CIVIL ENGINEER INCLUDED IN THESE IRRIGATION PJ,t;NS. CONTRACTOR MUST FIELD VERIFY ACTUAL LOCATIONS Q .. IF ALL SCREENED FACILITIES SHOWN ON THESE PLANS. "i CORINnA STRffT RANCHO SANTA ff ROAD BACKBONE: STRE[T ACC[SS AND _l /MPROVfMENTS PER DRAWING NO. 386-2 f'--SAN fLIJO ROAD ~· PROJfCT ~ TE: L------~:/, '# ~-. -; RANCHO SANTA ff ROAD ~ L . ."::::, BACKBONE: STRfET VICINITY MAP KEY(SHEET)MAP SDG PROJECT NO: 04--302 f>LT DATE. MAY 25, 2005 '1 , ACC[SS AND °' 0 IMPROVfMfNTS PfR DRAWING NO. 386-2 I : BOUNDARY 1(MASTER TENTAml£ MAP l SCHMIDT DESIGN GROUP, INC. ' :! ••• .(J. ••• BALANCING ARTISTIC EXPRESSION 11'1 OES"rl··· WITH ENVIRONMENTAL SENSITIVITY -,-1 s/ • ' 2655 Fourth Avenue, San Diego, CA 92103 <I telephone {619} 236-1462 facsimile {619} 236-87921 www.schmidtdesign.com · i , 1 Lie. cA 2138, NV 219, AZ 34'H ' R-1. APPROVED FOR PLANTING AND i IRRIGATION ONLY, INCLUDING PRECISE LOCATIOl)I OF PLANTING AREAS 1 l "AS BUil T" REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER. PLANNING DEPARTMENT AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD I SHE,, I PLANNING DEPARTMENT 'l .. , RECYCLED WATER TITLE SHEET : ; :1· DATE Approved By:~ ..-C~--Dote: S"-J>l--t1-' ~,~.. µ/ P.Z. RCE ____ EXP. VILLAGES OF LA COSTA OAKS 3.6 AFFORDABLE SITE (HUNTER'S POINTE) AS-BUILT CERTIFICATES I HERESY CERTIFY THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF, THE IMPROVEMENTS SHOWN ON THIS SET OF __________ Date ____ PLANS (SHEET 1 TRHOUGH SHEET 53) HAVE BEEN INSTALLED SIGNATURE AND CONSTRUCTED IN SUBSTANTIAL CONFORMANCE WITH __________ P.E. No. ___ SAID PLANS, APPROPRIATE STANDARDS AND ANY DISCRETIONARY APPROVAL(S) FOR THE PROJECT. Printetl Nern.,. My Regislrotion Expires Discipline --?-u?4;,,;1 0~~ REVIEWED BY: WILLIAM E. PLUMMER REVIEWED BY DATE INSPECTOR DATE I l Ill - ' ' I . ! • -~-___ ...., _________________________________ Rw--------------••---•-- ::, 0 PROPOSED PROJECF ,---,,,,, 1~1n11r:;iy 1-112" PCT ABLE METER TO G4) BLDG4 I I AFEERQAD PROPOSED PEDESTRIAN ACCESS CIVIL SITE PLAN (FOR REFERENCE ONLY) CIVIL DISCLAIMER SCHMIDT DESIGN GROUP INC. IS NOT RESPONSIBLE FOR INFORMATION PROVIDED BY THE CIVIL ENGINEER INCLUDED IN THESE IRRIGATION PLANS. CONTRACTOR TO VERIFY ACTUAL LOCATIONS OF ALL SCREENED FACILITIES SHOWN ON THESE PLANS. CML UTIIJTY LEGEND DESCRIPTION SUBDIVISI0/1 BOUIIDARY RIGHT OF WAY /LOT LIi/£ EASEMENT LIi/£ STREET CENTERLINE MONUMENT £XISnNG STORM ORAJ/1 PRIVATE STORM ORAJ/1 (SIZE PER PLANS) PRIVATE CURB INLET TYPE "B-1 • PRIVATE CLEAi/OUT TYPE "A-4" PRNATE CLEAi/OUT TYPE "/J-5" PRIVATE SIDEWALK UNOERORAIN STD. DWG. M-10 D-2**. DS-1 0-9 0-10 0-27 PRIVATE CURB OUTLET 0-25 PRIVATE CATCH BASIN TYPE "F" 0 -7 PRIVATE 8" PVC GREE/I (SDRJ5) (V.W.D.) S-11.,•. s-12•., PRIVATE SEWER MANHOLE PRIVATE SEWER LATERAL 4 • OR 6" PVC (SOR-J5. GREEN OR WHITE) (V.W.O} EXISnNG SEWER STREET LIGHT PER SEPARATE PERMIT EXIST/1/G WA !ER LIN£ 8" 0.I.P. CL-J50 WATER IM/11 12" 0./.P. CL-J50 WATER IMIN 2 • AIR d: VACUUM VAL V£ 2 • BLOW-OFF ASS£MBL Y 12 • GATE VALVE RR£ HYDRANT ASS£!181. Y WITH J1A111(£R [110 CAP ASSO/BLY 2" WATER SERVICE W/1 -1/2" METER W/ TR/PL REGISTERS d: BACKFLOW 1 " WATER SERVICE W / 1 " METER W/ TR/PL REGISTERS d: BACKFLOW 2 /RR/GA TION SERVICE W / BACKFLOW PREVENTER 1.5" IRRIGATION SERVICE W/ BACKFLOW PREVENTER 1 " /RR/GA TION SERVICE W / BACKFLOW PREVENTER BACKFLOW ~NTER THRUST BLOCKS 1 • WA !ER TEST STATION 6" RR£ SERVICE W/ J" DETECTOR CHECK SE£ DETAIL SHEET 4 I W-6.2***, W-6.2***, W-6.2*"'", W-6.2•••, W-6.2*"*, W-19*** W-19*** W-19••• W-19••• W-19*** SYMBOL ----------- ========IC2ll======== ======~@J$;======= --5--------S---i•---- --s------- Q--o -------w-- @ ◄ @ QUANTITY 2JOJ LF 1J EA 18 EA EA EA EA 1 EA 17J9 LF 16 EA EA 89 LF 2718 LF 9 EA 6 EA 12 EA 11 EA 4 EA 9 EA 1 EA 1 EA 1 EA 1 EA 11 EA 6 EA EA 9 EA .,.., ------- I IRRIGATION LEGEND: SYMBOL l · · ·. · .·1 ~ -----■- ······· RW ······· ~ @ [I] DESCRIPTION IRRIGATION -POTABLE WATER IRRIGATION -RECYCLED WATER POT ABLE PVC MAINLINE PURPLE RECLAIMED PVC MAINLINE 1" REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER FOR FOUNTAIN BACKFLOW PREVENTOR. SEE CIVI L DRAWINGS AND LEGEND 2" POTABLE WATER METER. SEE CIVIL LEGEND RECYCLED 2" WATER METER WITH 2" BACKFLOW PREVETOR BY VALLECITOS WATER DEPARTMENT RECYCLED CROSS CONNECTION TEST STATION RECYCLED WATER "DO NOT DRINK" SIGN ·• .. "----lS SECTION I ----------- LEGEND : CD FINISH GRADE 1" BELOW EDGE OF PAVING IN TURF AREAS TO HA VE SOD, 1 /2" IN AREAS TO BE HYDROSEEDED, 2" IN SHRUB BEDS CONCRETE MOW CURB (14 REBAR HORIZONTAL AND CONTINUOUS OVERLAP SPLICES 12" MINIMUM 2" MULCH COMPACTED SUBGRADE PER GEO TECHNICAL RECOMMENDATIONS NOTES: A. PROVIDE CONTROL JOINTS AT 30'-0" ON CENTER MAXIMUM TYP. B. FOR MOW CURB LAYOUT REFER TO LANDSCAPE CONSTRUCTION PLANS L-1.1 THROUGH L-1.5 (n\ CONCRETE MOW CURB ~r-------------- NO SCALE (BLDG 3) -- (BLOG 2) "AS BUil T" DATE RCE ____ EXP. REVIEWED BY: INSPECTOR DATE ,------RECYCLED WATER SIGN • • .f nts REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, PLANNING DEPARTMENT AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. PROPOSED PROJECT ANO MASTER TEN TAT/VE MAP BOUNDARY P.0 .C #2 (BLDG 8 PAD) POTABLE WATER CONNECTION / : Ep YCLED !W..,.TER !SI N * ' ' ' ' • I ' : P .. C #1 : (Bl:OG9 PAD) .. ! fl"ABLE ~ f W TER ' ; j C NECTION <><x:><Jj11! ~: ;: E YCLED WA ER SIG1 SDG PROJECT NO: 04-302 PL T DATE: JULY 6, 2006 SCHMIDT DES IGN GROUP , INC . R C a,uui,[ PRO, sou, BA L AN CI N G AR TISTIC EX PR ESSION IN DES I G N WI TH EN V IR O NM E N TA L SE N SITI VITY 2655 Fourth Avenue, San Diego, CA 92103 telephone {619) 236-1462 facsimile {619) 236-8792 www.schmidtdesign.com Lie, CA 2138, N V 219, AZ 34139 R-1 .1 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS I sii I CITY OF CARLSBAD 1 s .. z:s I PLANNING DEPARTMENT RECYCLED IRRIGATION KEY MAP & CIVIL UTILITY LEGEND VILLAGES OF LA COSTA OAKS 3.6 AFFORDABLE SITE (HUNTER'S POINTE) , t-----+--+---------+----1 I -APPR-+-!2'w;~~~UA_·oo ___ , (--zz.f <Xo I . PLANNING DATE . :=;:::::::=;::=::::;=;:;:;;::;;:;::;;-;:::=====:::;-;=====: DATE BY DESCRIPTION APP!> REVISIONS DWN BY: JJ KC EH PROJECT NO. DRAWING NO. ~~~~:~=~--SOP 04-13 434-1L -r 081308 -...J 0 ➔"' I ! ' ! ' \ i ' r, I I I . ; ' ' ' j, • I ' I ' ,- RECYCLED & POTABLE IRRIGATION LEGEND: SYMBOL M,NFR MODEL# DESCRIPTION DETAIL $ HUNTER ICVSERIES REMOTE CONTROL VALVE (SIZE PER PLAN) A,B/1-2, 1 PROVIDE WITH PURPLE FLOW CONTROL HANDLE FOR RECYCLED WATER SYSTEM. HUNTER INDUSTRIES (800) 733,2823 ....... NIBCO T-21 SERIES LINE SIZE GATE VALVE PROVIDE WITH PURPLE HANDLE FOR RECYCLED WATER E/I-6 SYSTEM NORTHERN INDIANA BRASS COMPANY (NIBCO} (800) 234,0227 EB WILKINS 850 CAST IRON TRUE UNION BALL VALVE WITH FULL PCRT PROVIDE WITH PURPLE HANDLE FOR RECYCLED E/I-6 WATER SYSTEM ZURN INDUSTIRES /WILKINS DIVISION 1 (877) 222,5356 @ NELSON 7645 1" QUICK COUPLING VALVE WITH LOCKING VINYL COVER PROVIDE WITH ACME THREADS ANO PURPLE COVER ON RECYCLED SYSTEM C/1-6 @ RAINBIRD 33LRC 1" QUICK COUPLING VALVE (USE FOR POTABLE LINE) ~ FEBCO (825Y) 1" REDUCED PRESSURE PRINCIPL~ BACKFLOW PREVENTER K/I-2,2 FOR FOUNTAIN ® ' BACKFLOW BY OTHERS. SEE CIVI~ DRAWINGS & LEGEND ~ CALSENSE A: ET-2000E-4: NEW 40 STATION RRE-TPP H/1-6 CONTROLLER(S) B: ET-2000E-4: NEW 40 STATION R-M-FL-RRE-TPP C: ET-20DOE-3° NEW 32 STATION M-FL-RRE-TPP D: ET-2000E-2' NEW 24 STATION RRE-TPP aa: ET-2000E-32 NEW 32 STATION M-FL-RRE-TPP bb: ET-2000E-32 NEW 32 STATION M-FL-RRE-TPP cc: ET-2000E-12 NEW 12 STATION M-FL-RRE-TPP CONTROLLER NOTE: 1,SEE ELECTRICAL PLANS FOR 120V POWER TO CONTROLLER, 2.PROVIDE (1) ONE REe-TRAN HAND Hao REMOTE WI CASE * P.O.C. #1 (BLDG 9) 1" POTABLE WATER POINT OF CONNECTION 103 PSI * P,O,C. #2 (BLDG 8) 1-1/2" POTABLE WATER POINT OF CONNECTION 105 PSI * P OC, #3 (BLDG 6) 2' POTABLE WATER PCINT OF CONNECTION 12B PSI *PO C. 114 (OFF AVENIDA SOLED, D) TWO 2" RECYCLED WATER POINT OF CONNECTION 35 PSI OJ --POTABLE WATER Ml:;TER BY OTHERS. SEE CIVIL DRAWINGS AND LEGEND [My] SUPERIOR 3000 NEW 2" MASTER VALVE NORMALLY CLOSED G/I-2.2 SUPERIOR CONTROLS CO. (661) 257-3533 [Eru CALSENSE FM-1.5 NEW 1-1/2' FLOW SENSOR H/I-2,2 CALSENSE CORPORATION (760) 580-1835 [IBJ WILKENS 500YSBR PRESSURE REDUCING VALVE WI Y-STRAINER • wcs MINICLIK RAIN SENSOR IN VANDAL PROOF ENCLOSURE ATTACH TO TOP OF TRELLIS ON TRASH ENCLOSURE. ONE PER CONTROLLER -------PW PIPE CLASS 315 POTABLE PVC MAINLINE -SIZE AS INDICATED L/1-2 2 OR EQUAL SCH. 40 CLASS 315 2' ! LARGER SCHEDULE 40 1-1/2' AND SMALLER INSTALL 18" BELOW GRADE ....... RW ....... PW PIPE CLASS 315 PURPLE RECLAIMED PYC MAINLINE· SIZE AS INDICATED L/I-2.2 OR EQUAL SCH. 40 CLASS 315 2" ! LARGER SCHEDULE 40 1-1/2" ANO SMALLER INSTALL 18" BELOW GRADE LATERAL LINE, t UNLESS INDICATED OTHERWISE, L/1-2,2 PW PIPE CLASS 200 INSTALL 12" BELOW GRADE • OR EQUAL PROVIDE PURPLE RECYCLED WATER PIPE FOR RECYCLED SYSTEMS PVC SLEEVE UNDER PAVEMENT (2 X PIPE DIAMETER) M/1-2.2 ADV PROVIDE PURPLE RECYCLED WATER PIPE FOR RECYCLED SYSTEMS. SLEEVE SHALL BE PER NOTE 21. --N--VALCON ANTI DRAIN VALVE (SEE NOTES) - ---14 GAUGE DIRECT BURIAL UF WIRE WITH 2 LEADS --BACK TO CALSENSE CONTROLLER ONE PAIR FOR FLOW SENSOR AND ONE PAIR FOR MASTER VALVE. PAIGE P-7171-0 PAIGE CABLE IN A 1" CONDUIT· PROVIDE FROM CONTROLLER A TO EACH CONTROLLER (PUMP) BARRET BEPC615A-7,5-2-4 DESIGN SYSTEM FLOW RATI:: 200 GPM, J/I-2,2 SYSTEM BOOST PRESSURE: 100 PSI, SYSTEM PIPE SIZE: 4" MINIMUM SUCTION PRESSURE: 65 PSI SYSTEM ELECTRICAL VOLTAGE: 208/23D1460 VAC PUMP CAPACITY: 200 GPM PUMP TOTAL HEAD: 105 FEET, PUMP HORSEPOWER: 7.5 HP B/I-8 PUMP RPM: 3500 RPM BARRET ENGINEERED PUMPS, INC. (619) 232-7B67 (j_) WATTS SERIES 77F-0I-FDA 3" WYE STRAINER; WATTS AUTOMATIC CONTROL VALVES 713-943-0688 FUTURE RECYCLED WATER LEGEND SYMBOL MNFR MODEL# DESCRIPTION DETAIL RECYCLED WATER SYSTEM @ 2" REDUCED PRESSURE BACKFLOW PREVENTER BY VALLECITOS WATER DISTRICT " ~ --RECYCLED 2' WATER METER BY WATER DEPARTMENT B/I-2.4 II§ RECYCLED CROSS CONNECTION TEST STATION --A/1-2.4 ' • --RECYCLED WATER "DO NOT DRINK' SIGN cn-2.4 NOTE: CIVIL UTILITY LEGEND ON R-1.1 FOR REFERENCE --------------- i IRRIGATION LEGEND: SYMBOL MNFR MODEL# DESCRIPTION PSI NOZZLE © HUNTER 1-20 POP-UPS USED 50 ,5SR UNLESS 10' AWAY FROM @ HUNTER 1-20 HARD SCAPE, 50 1SR TURF,OR @ ANY OTHER AREAS HUNTER 1-20 WHERE PEDESTRIAN 50 2SR TRAFFIC MAY OCCURE © HUNTER 1-20 50 .75SR G) HUNTER I-2D 50 1,5SR © HUNTER I-2D 50 3.0SR 0 HUNTER 1-20 POP-UPS USED 50 1.0 UNLESS 1D' AWAY FROM ® HUNTER HARDSCAPE, 50 1.5 1-20 TURF, OR ANY OTHER AREAS ® WHERE PEDESTRIAN 2.0 HUNTER 1-20 TRAFFIC MAY OCCURE 50 @ HUNTER 1-20 50 3,0 © HUNTER 1-20 50 4,0 @ HUNTER 1-20 50 B.O @ HUNTER 1-25 POP-UPS USED 50 4.0 UNLESS 10'AWAYFROM @ HUNTER 1-25 HARDSCAPE, 50 5.0 TURF, OR ANY OTHER AREAS @ WHERE PEDESTRIAN HUNTER 1-25 5D 7.0 TRAFFIC MAYOCCURE ® HUNTER 1-25 50 8.0 ® HUNTER 1-40 50 41,D @ HUNTER 1-40 so 15.0 @ HUNTER 1-40 5D 43,0 @ HUNTER 1-4D 50 18,0 t-<rt-1"1(~.L " "~ I I -IK I ~ ,.~ SYMBOL MNFR MODEL# DESCRIPTION PSI NOZZLE i.. HUNTER INST-CV 4" POP-UP FOR GRASS 25 7Q ---6" POP-UP FOR SHRUB:, 25 7H • 25 7F )( ADJUSTABLE ARC NOZZLE ·~ 7=• 'SEE NOTE BELOW' 13 HUNTER INST-CV 4" POP-UP FOR GRASS 25 10Q IJ SERIE:, 6" POP-UP FOR SHRUBS 25 10H IJ ADJUSTABLE ARC NOZZLE 25 10F Ill "SEE NOTE 25 1DAAN 0 HUNTER INST-CV d_ll 1"'11"\l")_I In C"r\~ ,....,. 25 120 ... SERIES 6" POP-UP FOR SHRI 25 12H • 25 12F @ ADJUSTABLE ARC NOZZLE 25 1,:v,;,. 'SEE NOTE BELOW' <, HUNTER INST-CV 4" POP-UP FOR GRASS 25 15Q e 6' PCP-UP FOR SHRUBS 25 15H • 23 15F -ADJUSTABLE ARC NOZZLE '" 15AAN ·sEE NOTE BELOW' 13 HUNTER INST-CV 4" POP-UP FOR GRASS 25 17Q 19 6'' POP-UP FOR SHRUBS 25 Lin ■ '" 17F .. ADJUSTABLE ARC NOZZLE 25 17AAN ·see NOTE BELOW' V HUNTER INST-CV 4" POP-UP FOR GRASS 25 LCS-515 w HUNTER . SERIES 6" POP-UP FOR SHRUBS 25 RCS-515 " HUNTER 25 SS-53D ·C l: :fr,,· ' i :~,~ ., & HUNTER PCB PRESSURE COMPENSATING 25 PCB-25 SERIES BUBBLER ON SHRUB RISER .. -.. , ... :-,-,,,,_,_ ' ' ....... .,::.. -- G.P.M. RADIUS ARC DETAIL ,5 16"-18' ADV. JIR/1-2.3 1,0 16"-16' ADV. 2.0 16'-16' 36V .75 19'-22' ADV. 1,5 19'-22' ADV. • 3.0 19'-22' 36V 1,2 23'-30' ADV. 1,6 23'-30' ADV. 2,0 23'-30' 36V 2.7 31'-35' AfJV. 4,2 31'-35' ADV. 7,6 31'-35' 36V 4,3 35'-40' VAR. 4,8 35'-40' VAR. 7.0 40'-45' VAR. 8,3 40'-45' VAR. 10,2 45'-50' VAR. 13,0 45'-50' VAR. 14,2 50'-55' VAR. 15,3 501-55' VAR. G.P.M. RADIUS ARC DETAIL .19 7' 9D' SN/I-2,3 .38 7' 160" .76 7' 360° VAR. VAR. ,39 1D' 90' .78 10' 18D' 1,95 10' 360' VAR. 1 O' VAR. .58 . "' nn• 1,12 12' 180' 2.24 12' 360' Vl\r<. 12' VAJ<. , .88 15' 90° 1.75 15' 18D" 3,50 15' 360" VAR 15' "'o 1.13 17' go•• 2,25 17' 180' 4,50 17' 360' VAR. 17' VAR. ,60 5'X15' -- ,60 5'X15' -- 1,20 5'X30' -- " .25 . -. -Tn-23 ' I l ' l l ' J P.O.C #1 (BLDG 9 PAD) PRESSURE LOSS CALCULATIONS P.O.C #2 (BLDG 8 PAD) PRESSURE LOSS CALCULATIONS ' FROM~ Q Q, Il:JBQl.!sitl ~-1(2" MAINLINE TO FROM P,O,C. THROUGH 2-112" MAINLINE TO FURTHEST HEAD ON VALVE No. C19 l FURTHEST HEAD ON VALVE No, 12 j ' Hs,L= 750 PAD ELEVATIOt,!=~12 HGL= 750 PAD ELEVATIQN•5Q4 PRESSURE AT P,0,C. 103,00 PRESSURE AT P,0,C. 105.0 1-1-2' SERVICE LINE 0,930 1-1/2" SERVICE LINE 4,800 1• WATER METER 1-112" WATER METER 3.4 3,7 '· 1-112" BACKFLOW PREVENTER l 12,0 2" BACKFLOW PREVENTER 12,0 1-1/2" BALL VALVES (4) ,08 l 2.6" BALL VALVES (4) ,08 l 1· FLOW METER 5 2· FLOW METER 0.2 MASTER VALVE 3500 l ' 1" 2• MASTER VALVE 3,600 ' 1-1/2" MAINLINE LOSS 7,616 2.5' MAINLINE LOSS 1,564 ' FITTINGS AT 10% MAINLINE LOSS D.762 FITTINGS AT 10% MAINLINE LOSS 0,156 ELEVATION CHANGE X .433 0 0 , I i, ELEVATION CHANGE X .433 ' TOTAL MAINLINE LOSS 33.288 TOTAL MAINLINE LOSS 26.100 l i ' WORST CASE SECTION WORST CASE SECTION l l ' AVAILABLE PRESSURE AT WORST CASE AVAILABLE PRESSURE AT WORST CASE REMOTE CONTROL VALVE (RC,V,) 69.712 REMOTE CONTROL VALVE (RCV.) 78.900 ' ' R,C.V. LOSS (1" PEBS VALVE) 3,50 RCV. LOSS (1" PEBSVALVE) 3,6D ' LATERAL PIPE LOSS 1D,7138 LATERAL PIPE LOSS 13.8872 i PIPE & FITTINGS@ 10% OF AVAILABLE 1,071 PIPE & FITTINGS@ 10% OF AVAILABLE 1.389 PRESSURE AT R,CV. PRESSURE AT RC.V. l ELEVATION CHANGE X .433 -ELEVATION CHANGE X .433 0 TOTAL WORST CASE SECTION LOSS 15.285 TOTAL WORST CASE SECTION LOSS 18.878 'i l AVAILABLE PRESSURE AT FURTHEST AVAILABLE PRESSURE AT FURTHEST l SPRINKLER HEAD 54.427 SPRINKLER HEAD 6D,0024 l REQUIRED AT SPRINKLER HEAD 30,00 REQUIRED AT SPRINKLER HEAD 3D.00 RESIDUAL PRESSURE RESIDUAL PRESSURE 30.024 24.427 -----.i P.O,C #3 (BLDG 6 PAD) PRESSURE LOSS CALCULATIONS P.O.C #4 RECLAIMED (140GPM) PLC ' FROM P,D,C, THROUGH 2-112" MAINLINE TO FROM P.O,C. THROUGH 2-112" MAINLINE TO ,. FURTHEST HEAD ON VALVE No. 12 FURTHEST HEAD ON VALVE Na. 12 ' HGL= 75g E81J l;;LEVATIQ[!l-~~! HGL= 575 PAD ELEVATIQN•515 PRESSURE AT P.O.C. 128.00 PRESSURE AT P.O.C. 35,00 l 2' SERVICE LINE 6.140 2-2' SERVICE LINES 17,31 2' WATER METER 4,9 2-2" WATER METER 15,10 2" BACKFLOW PREVENTER 12,0 BACKFlOW PREVENTER 2,5" BALL VALVES (4) 0,08 2,5" BALL VALVES (4) 0,08 l 2" FLOW METER 0.4D 2" FLOW METER 0,2 2" MASTER VALVE 2,900 3" MASTER VALVE 2.40 2,5" MAINLINE LOSS 10,53 l 2.5' MAINLINE LOSS 9.170 j FITTINGS AT 10% MAINLINE LOSS 1,05 FITTINGS AT 10% MAINLINE LOSS 0.917 l ELEVATION CHANGE X .433 -10 ELEVATION CHANGE X .433 +2,00 ,i TOTAL MAINLINE LOSS 44,82 l TOTAL MAINLINE LOSS 26,307 WORST CASE SECTION WORST CASE SECTION " '' I j ~~~~Lg;Nr;e:i~:;Lt1 :0;e~ ~SE .,:! AVAILABLE PRESSURE AT WORST CASE ·'1 101.693 REMOTE CONTROL VALVE (R.C.V,) -9,82 j ! 3" BOOSTER PUMP (100 psi boost) 3" BOOSTER PUMP (100 psi boost) 90.18 ' 'l ij RCV. LOSS (1-1,2" IVC VALVE) 2,90 R.C,V. LOSS (1-1.2" IVC VALVE) 3,60 ' I l ij ,, LATERAL PIPE LOSS 6,5686 LATERAL PIPE LOSS 3,3200 i PIPE! FITTINGS@ 10% OF AVAILABLE 0,657 PIPE! FITTINGS@ 10% OF AVAILABLE .332 I j PRESSURE AT RC.V. PRESSURE AT RCV. 1 0 24 l ' ELEVATION CHANGE X .433 ELEVATION CHANGE X .433 I TOTAL WORST CASE SECTION LOSS 10,125 TOTAL WORST CASE SECTION LOSS 31.252 l l i AVAILABLE PRESSURE AT FURTHEST AVAILABLE PRESSURE AT FURTHEST SPRINKLER HEAD 91,568 SPRINKLER HEAD 58,928 ' l i i REQUIRED AT SPRINKLER HEAD 30,00 REQUIRED AT SPRINKLER HEAD 50,00 l " RESIDUAL PRESSURE 61,568 RESIDUAL PRESSURE 8.928 ' (\: • l -.)l<IDSC~~'• f 'J',<S>c ,usrus ">f~ · % ., •.I> ,), :,s. ,, ' J~\' ~· ,i :I I /7 .. -31-07 I ~;:l;· •"' ·~;ant • ; "'>,'-. ~ #.:J" ' 'ti .:.-,._·, .. , >f)'e o ·1 ~j OF C~I.I~ , j ~! • l i: ~ .I I SDG PROJECT NO: Q,f.-30:, ,, PLT DATE: JULY&, 2008 I l SCHMIDT DESIGN GROUP, INC, ' ti l BALANCI.NO ARTISTIC EXPRHSJON IN O~SICi ., ••• WITH ENVIRONMENTAL SENSITIVITY I .jj ll 2655 Fourth Avenu•, San Diego, CA 92103 -, • telephone {619} 236-14,62 facsimile {619} 236-879( 1' ·~ ., '-:,, f, C v..rww.schmidtdesign.com ,I ••• Lie. CA 2138, NV 21~, Al 34139 l ~ i~1.0 APPROVED FOR PLANTING AND ! _I ;:,j IRRIGATION ONLY, INCLUDING PRECISE LOCATIQi ·': ' OF PLANTING AREAS ' · l .. -:; ' . IIAS BUILT" REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, 1 sl8T I CITY OF CARLSBAD 1s;.~1 '.'!l PLANNING DEPARTMENT ANO DISTRICT ENGINEER PRIOR TO .fj -,: PLANNING DEPARTMENT IMPLEMENTATION IN FIELD. l' ,! l IRRIGATION LEGEND l ' j, " DATE ..... VILLAGES OF LA COSTA OAKS 3.6 -I~ ,. -----AFFORDABLE SITE (HUNTER'S POINTE) J it ' RCE EXP. ---;; ----IAP~~o& ~t~?Jtl REVIEWED BY: : PLANNING DWN BY: ,1,1 ~, l;l;I PROJECT NO, DRAWINqr. \· DATE BY DESCRIPTION APP'O CHKD BY: JJ SOP 04-13 434-1 INSPECTOR DATE REVISIONS RVWD BY: JJ '1 ,, 1 I l ' l ',,·:1 :1 • ,l 1 -----. -[ ,, I I : ' ' ,! ! ' I ' ' ' j; ': i ! ' ' i i ' ' 11 Ill ra !..C I I ,-- a ---.------; I IRRIGATION NOTES EXISTING IRRIGATION LATERAL CAPPED OFF AT OTHER SIDE OF PROPERTY LINE. 8 8 --- 0 l.+l-0 1. THE IRRIGATION SYSTEM DESIGN INDENTIFIES THE use OF RECYCLED WATER ON ALL SLOPES AND THE use OF POTABLE WATER AT ALL BUILDING PAPS AND PARKING LOTS. 2. THE IRRIGATION SYSTEM IS SHOWN DIAGRAMMATICALLY FOR CLARITY. LOCATE: ALL PIPING, VALVES, BACKFLOW PREVENTERS, AND OTHER IRRIGATION EQUIPMENT WITHIN PLANTING AREAS UNLESS NOTED OR DIRECTED OTHERWISE. LOCATE: ALL VALVES AND VALVE BOXES SIX INCHES FROM EDGE OF PAVING OR CURB. ~. EXISTING UTILITIES AND FIELD CONDITIONS: PRIOR TO EXCAVATION, LOCATE ALL CABLES, CONDUITS, AND UNDERGROUND UTILITIES.CONTRACTOR SHALL BE RESPONSIBLE FOR AN UNDERGROUND UTILITY SERVICE TO LOCATE AND MARK UTILITIES. CONTRACTOR WILL TAKE PROPER PRECAUTIONS NOT TO DAMAGE OR DISTURB SUCH UNDERGROUND IMPROVEMENTS. NOTIFY THE OWNER IMMEDIATELY IFA CONFLICT EXISTS BETWE!::N SUCH OBSTACLE$ AND THE PROPOSED WORK. PROCEED IN SAME MANNER IF ROCK LAYERS OR ANY OTHER CONDITIONS ENCOUNTI;;REO UNDERGROUND MAKE CHANGES ADVISABLE. 4. ALL PIPING AND WIRING UNDER ROADWAYS AND PAVING ANO THROUGH WALLS SHALL Be SLEEVED. . 5. use TWO WRAPS OF THREE-QUARTER INCH (314') TEFLON TAPE FOR ALL THREADED VALVE CONNECTIONS. 8. AUTOMATIC IRRIGATION CONTROLLER IS TO BE SUPPLIED AND INSTALLED BY THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONNECTION OF FIELD WIRES TO APPROPRIATE TERMINAL STRIPS. 7. ADJUST .ALL SPRINKLERS TO AVOID OVERSPRAY ONTO WALLS, WALKS, STREETS, UTILITY BOXES, BUILDINGS AND OTHER IMPROVEMENTS. 8. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO THE FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNED ON THE PLANS. 9. CONTRACTOR SHALL INSTALL IN·LINE ANTl·DRAIN VALVES AS WARRANTED BY SITE CONDITIONS TO ALLEVIATE LOW HEAD DRAINAGE. 10. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS. 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 BE RESPONSIBLE FOR ANY REVISIONS NECESSARY. 11. THE CONTRACTOR SHALL KEEP AN UP-TO-DATE COMPLETE "AS·BUIL T" RECORD SET OF PRINTS WHICH SHALL BE UPDATED DAILY AND SHOW EVERY CHANGS FROM THE ORIGINAL DESIGN. 12. INSTALL IRRIGATION HEADS IN TURF AREAS 2" FROM WALKS AND HARDSCAPE AREAS. 13 .. ALL CONTROL VALVES SHALL BE MANIFOLDED AND GROUPED IN ONE AREA SHOWN ON PLAN. VALVES SHALL BE SET AT RIGHT ANGLES TO EDGES. INSTALL VALVES BOXES 6' FROM EDGES OF HARDSCAPE AREAS. 14 .. CONTRACTOR SHALL REMOVE AND DISCARD DAILY, ALL (REMOVED) PIPING PURING TRENCHING OPERATION. 1~. CONTRACTOR SHALL REVIEW IRRIGATION SPECIFICATIONS PRIOR TO BEGINNING WORK. REFER TO TECHNICAL SPECIFICATIONS AND CONSTRUCTION DETAILS FOR INSTALLATION PROCEDURES. 16. CONTRACTOR SHALL HEAT BRAND ALL PLASTIC VALVES BOXES WITH THE FOLLOWING LABELS. ALL LETTERS SHALL BE ONE INCH (1") HIGH. LETTERING ON VALVE BOX LIDS SHALL BE PLACED ON THE SAME LOCATION ON EACH VALVE BOX LIP, AND ALL LABELING SHALL FACE THE SAME DIRECTION. QUICK COUPLER VALVE BOXES SHALL BE LABELED "QVC" BALL VAVE BOXES "BY' 17. ALL SOL TS FOR LOCKING VALVE BOX LIDS SHALL BE STAINLESS STEEL. 18. CONTRACTOR SHALL CONTACT PROJECT LANDSCAPE ARCHITECT PRIOR TO ANY TRENCHING OPERATIONS. 19. PROVIDE CONCRETI: THRUST BLOCKS ON ALL MAINLINES 2· ½,• ANO GREATER,PER DETAIL AND SPECIFICATIONS. PROJECT LANDSCAPE ARCHITECT SHALL BE NOTIFIED 48 HOURS (2 WORKING DAYS) PRIOR TO THE START OF CONSTRUCTION. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION SHALL BE SUBJECT TO REJECTION ANO REMOVAL. 20. CALSENSE CONTROLLERS,FLOW SENSOR, MASTER VALVE,PHONE MODEM ALL SHALL BE TESTED AND WRITTEN CERTIFICATION PROVIDED BY CALSENSE TO OWNER PRIOR TO TURN OVER OF PROJECT. 21. SLEEVES SHALL BE AS FOLLOWS: A. UNDER VEHICLE PAVING, INSTALL MAINS, WIRING II. LATERALS IN SEPARATE PVC SCH BO SLEEVES W/ 35" COVER B. UNDER PEDESTRIAN PAVING, INSTALL MAINS, WIRING 11. LATERALS IN SEPARATJ;: PVC SCH. 40 SLEEVES W/ 18" COVER C. UNDER PEDESTRIAN PAVING, INSTALL MAINS, WIRING ll LATERALS IN SEPARATE PVC SCH. 40 SLEEVES W/ 12" COVER A4 AS 1-112" 1-112" 21.8 23.2 aa-1 aa-2 aa-3 1' 1-112" 1-112" xx 24.0 23.6 I I 1 I 1 I 0 1·-0· .. ~ ~6© ~ ~H. --+r:-=-~:::L::=±=;:t=,1==::J:~~- ' NOTE: CIVIL UTILITY LEGEND ON R-1.1 FOR REFERENCE J ~--.1 ,~, ....-Hl4n ~ ---+------0 ' I KEY MAP/ NTS "AS BUil T" REVIEWED BV: INSPECTOR r I ' I~ \ 1~// ~- I 1:JJ. [t''6PV ~------------------ f\ JJ. OJ D~fr r---_____ J -· -.. '1 - REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, PLANNING DEPARTMENT AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. 08/07/07 JJ 1 ADDITIONAl IRRIGATION ADDEO DATE BY DESCRIPTION ---- APP'D 0 I I I I aJ.s ·6 ~a-7 aa,4 a 1-1/ , .. • 1-1(2" ,; ' • J1· ---2.:d\.F 1 .J: _ 12.lf 10 20 40 SCALE: 1 "=20' -o• SJ g,05; ~ :u go·,,;; ' )a-8 ,. ,-o,; l ")1 L o,;; ' 5.0: -~- I I I I ' _S_OO_P_R_~-~-,-~-,-~--~--1' PLTOATE, JULY 29TH, 2009 :, ·.'I SCHMIDT DESIGN GROUP, INO. BAlANCJNG ARTISTIC EX.PRESSION lN DESIGN WITH ENVIRONMENTAL SENSITJ\llTY 2655 Fourth Avenue, Sat1 Diego, CA 92103 telephone {619} 236-1462 facsimile {619} 236·879i ·, www.schmidtdesign .corn lie. CA 2138, NV 219, AZ 34139 IRRIGATION ONLY, INCLUDING PRECISE LOCATIO APPROVED FOR PLANTING AND 1· OF PLANTING AR~S . IRRIGATION PLAN & NOTES VILLAGES OF LA COSTA OAKS 3.6 AFFORDABLE SITE (HUNTER'S POINTE) SHEET:; 421 Af'PROyt=t.f l .1; .. ·.· l1-&14r'-i-\\-oft 7.~ ... ~ • PLANNING DATE j ~~~~~= ~J SOP 04-13 434-1ij .. OWN BY: JJ KC EH PROJECT NO. DRAWING NO. ~ REVISIONS ; L------------------------------------------~-------~--------r-r"i I ;) I 11 1111 ,., ...t:. p I I I I I ----w- llll llll PROPOSED BUILDING PADS 1B llll NOTE: CIVIL UTILITY LEGEND ON R-1.1 FOR REFERENCE ---w-,----w- Lu ' i I 1-1/4!1.._/ ( //.-A2~0:7rA2;::;;-17r;;A?:22il 1-1/2" 1-1/2" 1-1/2" 31.5 26.3 28.8 -------w-----w- ! ~ I~ -=t=,.-r. ...,----:::~"" _,~ , "" ~c/ ,, .. IR':::--"----------.._,,__~"- ' ~, ~-~ PROPOSED "'~ BUILDING PAD6 -112" A2a 6.5 1-1/2" 20.5 ~; ,,,.-FQRP~Tl',BL_ WAT StiilLL ~~\iJ'k TED BEHIND TRASH - R EtlCI.OSURe. "' -~ ~ - INLINE PROPOSED BUILDING PAD7 REVIEWED BY: INSPECTOR I I I I I KEY MAP/ NTS 0 10 20 40 SCALE: 1 "=20' -0" SDG PROJECT NO: 04-302 PLT OATE: JULY zeTH, 2QOI D IGN GROUP, INO, J .. -, I I SCHMIDT ES EXPRESSION IN PESIQN. ·1. BAl.ANCINC ARTJSETNlfAt. SEN,SITJVITY -.. '.· WITH ENVIRON ,_,'.i • • • S Diego, CA 92103 • · . 2655 Fourth Avenue, a~2 facsimile (619} 236-8791 . • telephone {619) 236-14 < • • e www.schmidtde.,gn.com . M_, • Lie, CA 2138, NV 219, AZ 34139 2 ff • • • LANTING ANO . !•1 · ii APPROVED FOR P G PRECISE LOCATIO -ONL y INCLUDIN .-=;:-;:;---:. 1 SHEETS , PUBLIC HEALTH ENGINEER, REVISIONS MUST BE AP~~~~E~:iRICT ENGINEER PRIOR TO PLANNING DEPARTMEN 0 _?Jf?Jfor ~1 M~P~L;EM~"EfNT~A~Ti10IN.1NiFIIEIL~__--__-__-__-__-::__-=-~~~~~~~~~~~~~3r~~~l IRRIGATION OF 'PLANTING AREA. S •_ . L~ ["m] CITY ,.2!,~~~~BAO 421 i IRRIGATION PLAN ; COSTA OAKS 3.6 AF~~~~E o;Ti: (HUNTERS POlri I i --·--.JI... I "1• 1,,-&,1 !I APµr 6(::~ E'J\..(;'JL • DATE 1. ~ 9J 0 DATE BY DESCRIPTION REVISIONS PLANNING O DRAWING NO. m DWN BY: JJ KC EH DPE04-13 434-1 ~ I l -•·· 1111-11:·,, . i i ': i llllllllffllll I:!. ill I' I I EXISTING IRRIGATION EQUIPMENT LEGEND SYMBOL MNFR MODEL# DESCRIPTION PW PIPE CLASS200 LATERAL LINE, ¼ UNLESS INDICATED OTHERWISE, OR EQUAL INSTALL 12" BaOWGRADE IRRIGATION LEGEND-SPRINKLER HEADS SYMBOl MNFR MODEL# DESCRIPTION PSI NOZZLE G.P.M. RADIUS ARC ... HUNTER INST-CV 4' POP-UP FOR GRASS 25 7Q .19 7' 90' ----6' POP-UP FOR SHRUBS 25 7H .38 r 180' • 25 7F .76 , r 360' X ADJUSTABLE ARC NOZZLE ~· /MN VAR. VAR. "SEE NOTE BELOW" l!I HUNTER INST-CV 4' POP-UP FOR GRASS 25 10Q .39 1 O' 90' e SEKI!::> 6" POP-UP FOR SHRUBS 25 10H .79 10' 180" □ ADJUSTABLE ARC NOZZLE 25 10F 1.95 1 O' 360" 21 "SEE NOTE B 25 10MN VAR. 10' VAR. 0 HUNTER INST-CV ,1• ..-.,-,. ... IC CAO .. 25 12Q .58 ,~ °"' e SERIES 6" POP-UP FOR SHRUBS 25 12H 1.12 12' 180" • 25 12F · 2.24 12' 360" @ ADJUSTABLE ARC NOZZLE 25 1~VAN VAR. 12' VAR. 'SEE NOTE BELOW' <, HUNTER INST-CV 4" POP-UP FOR GRASS 25 15Q .88 15' 90' e 6" POP-UP FOR SHRUBS 25 15H 1.75 15' 180' • 25 15F 3.50 15' 360' ~ ADJUSTABLE ARC NOZZLE " 15MN VAR 15' ~,,..., ·see NOTE BELOW" I] HUNTER INST-CV 4' POP-UP FOR GRASS 25 17Q 1.13 17 90"0 l!I "" 6' POP-UP FOR SHRUBS 25 1/M 225 17' 180' • .,, 17F 4.50 17' 360' -ADJUSTABLE ARC NOZZLE 25 17MN VAR. . 17' VAR. 'SEE NOTE BELOW" V HUNTER INST-CV 4' POP-UP FOR GRASS · 25 LCS-515 .60 5'X15' -- -w HUNTER SERIES 6' POP-UP FOR SHRUBS 25 RCS-515 .60 5'X15' -- '¥ HUNTER 25 SS-530 1.20 5'X30' --. Lil. HUNTER PCB PRESSURE COMPENSATING 25 PCB-25 .25 ----SERIES BUBBLER ON SHRUB RISER I . DETAIL A,B/I-2.0 C/I-2.0 DETAIL D,E/I-2.0 KEY MAP/ NTS J -/ 1-1/4''. . 1-1/4''_ f I, '·· 7 I A13 1 II 15.6 ; J, er, A14 1 II 7.0 "AS BUILT" RCE ____ EXP. REVIEWED BY: INSPECTOR IRRIGATION PLAN DATE 0 5 10 20 SCALE: 1 "= 1 o· -o· SOG PROJECT NO: 04--302 PLTDATE: 11/05/07 REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, PLANNING DEPARTMENT AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. SCHMIDT DESIGN GROUP, INO, ••• •Ge BAI.ANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 9i103 telephone (619} 236-1462 facsimile {619} 236-8792 www.schmidtdesign.com ••• Lie. CA 21381 NV 219, AZ 34139 l-1.2a APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS CITY OF CARLSBAD PLANNING D!:PARTMENT IRRIGATION PLAN AND LEGEND LAUNDRY FACILITY VILLAGES OF LA COSTA OAKS 3.6 AFFORDABLE SITE (HUNTER'S POINTE I-----+-------+-----.~-----+---l I APPf1$( q, ~~----f. /,;-o'O . PLANNING DATE OWN BY: ,UMP t--='DA--"TE-=----'----'B'--'Y.L. ______ .=DE=SC:.::R:c-lPc.:T.:.:IO.:.:.N ______ __i_:APc:..:._P',:_O ---1 CHKD BY: J=J __ RVWD BY: JJ REVISIONS PROJECT NO. SOP 04-13 DRAWING NO. 434-1L ' 1 ' • ,i -r I ~ I _c. I ,.., !,1i;l:-■ll!llr i[ I 'rr ,., ., . . ----. i_ .' . i I. I I ~ ,r--7 /~~¥ -~/4~, ~..c-<_,,-;i,I> \ I -' ' ---~~---_,,,,, •' ' _Ir, __ ,, l. " ~ ;A... ---111111111111111 1111!!11!11 ~\ ~ MATCHLINE SEE SHEET 1-1.5 PROPOSED BUILDING PAD2 8-23 1• 8-22 15.1 1' 8-21 9.4 1' 10.7 0:24 1· a. 5 -1-~" 8.9" 22.3 B-2_6 8-27 '/ 1· ' 1-11 1~ 33 /, PROPOSED f-bbl-lP/G 813 18.2 1· 1 • 18-121 --Y,"'-S.O B-11 £'"'' 1' PROPOSED BUILDING PAD3 1-1/2" -1 23.3 1' I 1,/LY, RRIGATION t--"-"1'-1-1 / 2" 100, --SPAREVALVE "AS BUil T" l---,/hf~j~L __ ~ . , I ______ -'J EDGE OF DISTURBED SLOPE AREA CONTRACTOR TO PROVIDE TEMPORARY IRRIGATION TO DISTURBED PORTION OF SLOPE ABOVE BROW DITCH. PROVIDE SEPARATE VALVES FOR TOP AND BOTTOM OF SLOPE AS REQUIRED FOR COVERAGE. SINGLE COVERAGE FROM BROW DITCH TOWARDS UNDISTURBED LANDSCAPE AREA WILL BE PERMITTED. SEE SHEET 1-1.4 FOR POC. LOCATION. KEY MAP/ NTS 0 10 20 40 I l SCALE: 1 "==20' -0" SDG PROJECT 1'.10: 04-302 PLT DATE: JULV 29TH, 2008 SCHMIDT DESIGN GROUP, INC, BAI.ANCJNCi ARTISTIC EXPRESSION IN DESI" WITH ENVIRONMENTAi. SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92103 ... ., 1 telephone {619} 236-1461 facsimile {619} 236-S79·1··•·· .. ·· www.schmidtdesign.com ,. Lie.CA 2138, NV' 219, A'J.34139 , - ' ,. 1-1.3 APPROVED FOR PLANTING AND ,j . ; IRRIGATION ONLY, INCLUDING PRECISE LOCATIO~ )·fil,· OF PLANTING AREAS ' I J • REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER. PLANNING DEPARTMENT AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. ~ LB_J CITY OF CARLSBAD PLANNING DEPARTMENT I 54~11 06/07/07 ~J 08/13/07 ~J 10123107 ~J ADDITIONAL IRRIGATION ADDED IRRIGATION REVISIONS A$ PER CJTY REDLINE COMMENTS ADDITIONAL IRRIGATION ON DISTURBED SLOPE IRRIGATION PLAN VILLAGES OF LA COSTA OAKS 3.6 AFFORDABLE SITE (HUNTER'S POINTE) tli f r- ~ 102% EXP. NQTE: CIVIL UTILITY LEGEND ON R• 1, 1 REVIEWEDBV: 1-----!--+------------t------t I:]~ ~_,_~~l-lcu\.-e?~it\-~---~~;: ii] i .?, FOR REFERENCE INSP/Jdd li--~\~~ 1~~-0~ DAlE BY REvisiooNS APP'D ~w:i~,~-1=1-KC~EH SDPE04~13 D434-1l J f> 5-/9-0'; L__ _________________ ___J~ _ ________'.:~-~~---1=~~=====~ i .. I 'T' -' .. ' I . Hill I; I lilllll ,l!l(:I: I 1, ! EXISTING IRRIGATION EQUIPMENT LEGEND . SYMBOL MNFR MODEL# DESCRIPTION PW PIPE CLASS 200 LATERAL LINE, ~ UNLESS INDICATED OTHERWISE, OR EQUAL I NS TALL 12' BELOW GRADE IRRIGATION LEGEND -SPRINKLER HEADS SYMBOL MNFR MODEL# DESCRIPTION PSI NOZZLE G.P.M. RADIUS ARC "-HUNTER INST-CV 4" POP-UP FOR GRASS 25 7Q .19 7' 90" ..... fJ' POP-UP FOR SHRUBS 25 7H .38 7' 180' • 25 7F .76 7' 360° X ADJUSTABLE ARC NOZZLE La /AAN VAR. VAR. •SEE NOTE BELOW' I! HUNTER INST-CV 4" POP-UP FOR GRASS 25 10Q .39 10' 90" 13 SERIE::, 6' POP-UP FOR SHRUBS 25 10H .78 10' 180' a ADJUSTABLE ARC NOZZLE 25 10F 1.95 10' 360' 121 *.:>c.c: I\IV IC. '. 25 10MN VAR. 10' VAR. iJ HUNTER INST-CV 4" DAO_I 10 cne> ,..,,,...,. ......... 25 12Q .58 <.,, an• e SERIES 6" POP-UP FOR SHRUBS 25 12H 1.12 12' 180" • 25 12F 2.24 12' 360' @ ADJUSTABLE ARC NOZZLE 25 12VAl'I VAR. 12' VAR. "SEE NOTE BELOW' <, HUNTER INST-CV 4' POP-UP FOR GRASS 25 15Q .88 15' 90° e 6" POP-UP FOR SHRUBS 25 15H 1.75 15' 180" • 2, 15F 3.50 15' 360° '" ADJUSTABLE ARC NOZZLE '" 15MN VAR. 15' \lh0 ·see NOTE BELOW* . I! HUNTER INST-CV 4" POP-UP FOR GRASS 25 17Q 1.13 17' 9oco l!I 6" POP-UP FOR SHRUBS 25 , rn 225 17' 180' • '" 17F 4.50 17' 360' "' ADJUSTABLE ARC NOZZLE 25 17MN VAR. 17' VAR. ·see NOTE BELOW' "I HUNTER INST-CV 4" POP-UP FOR GRASS 25 LCS-515 .60 5'X15' .. w HUNTER SERIES 6" POP-UP FOR SHRUBS 25 RCS-515 .60 5'X15' -. "I HUNTER 25 SS-530 1.20 5'X30' .. & HUNTER PCB PRESSURE COMPENSATING 25 PCB-25 .25 -. .. SERIES BUBBLER ON SHRUB RISER DETAIL D,E/I-2.0 ("' , ... i•• I e"}" " DETAIL I A,B/I-2.0 J ' I I I J I ' I ' t :r ' I • l ' I -";~ .. ' I .. . \ ' --,:,~•"l ·-• C/1-2.0 ' I I ' ( I t I I ' I '\. . . 4:, KEY MAP/ NTS "AS BUil T" DATE RCE ~-----EXP. REVIEWED BY: IRRIGATION PLAN 0 " Si!!·i,' 10~ " 20 -'' tc,:i, .ff SCALE: 1 "= 1 O' -0" SOG PROJECT NO: 04-302 PL T DA TE 11105/07 REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, PLANNING DEPARTMENT AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. SCHMIDT DESIGN GROUP, INC, ••• •~-• -··· BA.lANCIN<; ARTISTIC ~XPRESSION IN DESJGN WITH ENVl~ONMENTAL SENSlflVITV --1 2655 Fourth Avenue, San Diego, CA 92103 ' telephone {619} 236-1462 facsimile {619} 236-879, . www.schmidtdesign.com Lie, CA 2138, NV 219, AZ ,4139 I-. a APPROVED FOR PLANTING AND _ l IRRIGATION ONLY, INCLUDING PRECISE LOCATIO' _ OF PLANTING AREAS . ··, · ' ~ CITY OF CARLSBAD 1~11E~~---l__QJ PLANNING DEPARTMENT 't~ IRRIGATION PLAN & LEGEND . I ;' VILLAGES OF LA COST A OAKS 3.6 l . MAINTENANCE BUILDING AND RESTROOM FACILIT_I_E_f ' t---t-_-=_:-=_-=_-=_-=_-=_-=_-=_-=_-=_-=_-=_-=_-=_-=_-=_-=_-=_-=_-=_-=_-=_-=_-=_-=_-=_-=_-=_~~-=--=--=---t ~ AFFORDABLE SITE (HUNTER'S POINTE) · i I---+---+-------------t------l n..,~ &-~ -'-f:1:;-Q I APf'.ROY; ;.,, -.A. ' i" 11 1---+----+----------------+----l PLANNIN ' DATE Jf DWN BY: JJ MP I-----------_____ 1-"'-DA--'TE:....L.::.BY:...L _____ __=-:DE=SC_:::_R:::_IP'-'-TIO::cN:___ ____ ___J_:AP_:_P:._:'D'--l CHKD BY: J=J __ INSPECTOR PROJECT NO. SDP 04--13 DRAWING_r , 434-1L DATE REVISIONS RVWD BY: JJ ' . ~ r ...,.,. ----------------------.. --' ---~ ---~1, •10~ I '::fill.:'! i , r--------,----------------------------. -------------------------------------------'----, -l EXISTING IRRIGATION EQUIPMENT LEGEND SYMBOL MNFR MODEL# DESCRIPTION PW PIPE CLASS 200 LATERAL LINE, ¾ UNLESS INDICATED OTHERWISE, OR EQUAL INSTALL 12' BELOW GRADE IRRIGATION LEGEND -SPRINKLER HEADS SYMBOL MNFR MODEL# DESCRIPTION PSI NOZZLE G.PJ.t. RADIUS ARC ... HUNTER INST-CV 4' POP-UP FOR GRASS 25 70 ,19 7 go• ---5~ t"vf--UP rvr< ... , .. 25 7H .38 7' 180' • 25 7F .76 7' 360' )( ADJUSTABLE ARC NOZZLE ,~ 7AAN VAR. VAR. 'SEE NOTE BELOW" 13 HUNTER INST-CV 4' POP-UP FOR GRASS 25 100 .39 10' 90' a """le;;, 6" POP-UP FOR SHRUBS 25 10H .78 10' 1so· □ ADJUSTABL!; ARC NOZZLE 25 10F 1.95 10' 360° IZI oc,:c NU 11: " 25 10AAIII VAR. 10' VAR. () HUNTER INST-CV A.II n,...,,l"I_I ,..._ ,..,..,,..., --25 120 eo 1.,. on• e SERIES 5" POP-UP FOR SHRUBS 25 12H 1.12 12' 180' • 25 12F 2.24 12' 360° @ ADJUSTABLE ARC NOZZLE 25 12VAN VAR. 12' VAR. 'SEE NOTE BELOW' " HUNTER INST-CV 4" POP-UP FOR GRASS 25 15Q .68 15' 90° el 6" POP-UP FOR SHRUBS 25 15H 1.75 15' 1ao• • 25 15F 3.50 15' 360' .. . ADJUSTABLE ARC NOZZLE "~ 15AAN VAR_ 15' HAD 'SEE NOTE BELOW' I] HUNTER INST-CV 4" POP-UP FOR GRASS 25 170 1.13 17 90~Qi l!I 5" POP-UP FOR SHRUBS 25 lfM 2.25 17' 160' ■ "~ 17F 4.50 17 360' II ADJUSTABLE ARC NOZZLE 25 17AAN VAR. 17 VAR. "SEE NOTE BELOW" "ii HUNTER INST-CV 4" POP-UP FOR GRASS 25 LCS-515 .60 5'X15' -- 'W HUNTER SERIES 6" POP-UP FOR SHRUBS 25 RCS-515 .60 5'X15' -. 'W HUNTER 25 SS-530 1.20 5'X30' .. .& HUNTER PCB PRESSURE COMPENSATING 25 PCB-25 .25 . . .. SERIES BUBBLER ON SHRUB RISER - DETAIL D,E/I-2.0 DETAIL A,B/I-2.0 CN-2.0 KEY MAP/ NTS u ------- IRRIGATION PLAN 0 5 10 20 SCALE: 1 "= 1 0' -0" SDG PROJECT tiO: 04-302 PLTDATE: 11/05/07 SCHMIDT DESIGN GROUP, INO. BM.ANCING .'IRTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA !:)2103 telephone {619} 236-1462 facsimile {619} 236-S792· www.schmidtdesign.com 1-1.3b APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS ' · .. •.··1·~ .. .. ' ' I ' ' . r ---------.------------i-:====:;-;:==================i' .• REVISIONSMUSTBEAPPROVED6YPUBLICHEALTHENGINEER, I S~HE~ET I CITY OF CARLSBAD [ffl "AS BUil T" DATE RCE ____ EXP. REVIEWED BY: INSPl"CTOR DATE PLANNING DEPARTMENT AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. PLANNING DEPARTMENT IRRIGATION PLAN & LEGEND SWIMMING POOL . VILLAGES OF LA COSTA OAKS 3.6 AFFORDABLE SITE HUNTER'S POINTE I A7:r.0r~ lt-E;!t,..,,fr: f.li=;.o:!, i ---~---------11----1 ;P;:LA;,;;:N;;N:;:IN:;g.:;:;::;::;;;=:;-;::========:;:::0::::A:::::TE:::==~· +--+----DWN BY: JJ MP DATE BY DESCRIPTION REVISIONS APP'D CHKD SY: =JJ~- RVWD 6Y: JJ ' i . i ' . " ! ' r .. ! ' --,, .. (V') • ,-i I 1---t ! ... . ,lf-'l/ft• ~</ft/~ ~ STUB OUT FOR I 1'>11,._ ._ r FUTURE TEMPORARY ',:} IRRIGATION ~c:, - I";-:,~ "" ', ',' -----, ~ ... ........... f ---. "-', ~ ',: " i PROPOSED BUILDING PAD8 1-1,12ft -♦ C-6 1-1/2" C-5 15.9 1-112" C-4 10.1 1-112" NOTE: CIVIL UTILITY LEGEND ON R-1.1 FOR REFERENCE --------------------- ,. I ----+-+ ---+ ......-+--,-.---~ ' 0 o/ ~1° I . RECYCLED W TER SIGN~'# .,,.~.,,.,,,.,.,...,, • w w (./) w ~/; I ' \ I 1--1 ', 1 _J ' lu \, ·;-, i! ~ Ii . i: T; + V I I ... CONT~OLLER" FOR POTABLS~ATER AND "oo' FOKRELAIMED ll,'ATER SHALL BE LOCATED BEHIND TRASH ENCLOSURE. DB 09 "AS BUil T" )~d= REVIEWED BY: PROPOSED BUILDING PAD9 I 1' I 1' i21,0 I I T \ 9 9 I REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, PLANNING DEPARTMENT AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. 08107/07 JJ ADDITIONAL IRRIGATION ADDED 10J23/07 JJ ADDITIONAL IRRIGATION ON DISTURBED SLOPE KEY MAP/ NTS 0 10 20 40 SCALE: 1 "=20' -0" SDG PROJECT NO: 04-302: PLT OAT!;: JULY 2eTH, 2008 SCHMIDT DESIGN GROUP, INO. I BALANCING ARTISTIC EXPRESSION IN DE~ ... lf·· t, WITH ENVIRONMENTAl. SENSITIVITY :; i!'; 2655 Fourth Avenue, San Die~o, CA 92103 , / i telephone {619} 236-1462 facsimile {619} 236·8·7····)·. ; www.schmidtdesign.com ,[J ·1 Lie. CA 2138, NV 219, AZ 34139 : t • 4 '[ APPROVED FOR PLANTING ANO . 1 '.1 IRRIGATION ONLY, INCLUDIN. G PRECISE LOCAT. 'f ,,1 OF PLANTING AREAS ' l : ' ti ~ L_1§_J [3u ~ CITY OF CARLSBAD PLANNING DEPARTMENT IRRIGATION PLAN i I VILLAGES OF LA COSTA OAKS 3.6 •.· ·.•··•.••! ;I AFFORDABLE SITE (HUNTER'S POINTE) . . j ----------+---------1 11--,...1'.,d l.::r~ ~\'""'J l 1'-~~ l I APPRO~_l;Jl i,,.. t ~ J ~ 1·•.: ,___,__-+----------------+---I PLANNING DATE IL I n ;£ ( q ~\ ,U "1 t, l---l---+----------------+---1 DWN BY: JJ KC EH PROJECT NO, DRAWIN" 0. :•,.•·1l. , , f'll I .... A.... DA'lia BY DESCRIPTION APP'D CHKD BY JJ ... '-'-----------------·-·,-____________________________________________________ _.__1Ns_PE_;;_oR _____ ....... ____ o~_TE __ .,__ _____ __::_R.:..:E=-V:...:l:..:=S:..:..IO.:=-:...N:..:S:::,__ _____ __.__RVW_D_BY_\J_J ____ s_o_P_0_4_-_1_3 __ 4_3_4...,:-.1..:..__,,, ] -, j! i·' ·1 : ,I:__ . -·-·, I ,:ii I!' 111111 ;! : 'I _,,_ .. : •. :.i ,. ,.....,.-------------------------------------------------------------711'~' ,· !1 ll ·,:, -.~ >1 -MATCHLINE SEE SHEET I-_.3 ~ \(111111.i "! ~/a ',_ T'""i ' , I ' 1--1 tu w :::c I I I I ' ' 3 I I ~ ' . ... "----...::: I'-~"-" -....._-......:.::, ' ~'~~:, , :~<=:>, , ' ' ' ' ' ' ~ ' ,,_, ' ' ' ' ' ' ,, 2 '~ ', ' "" ' ' ;""" ~'' ,, "'...,,',,._ ' ' ' ''s',-•'-, PROPOSED BUILDING PAD 1 ) C-18 1" C-17 1 18.8 If If If "AS BUil T" 13,9 , 1 r-::,--:; 5,51 ' ,I I I I I I KEY MAP/ NTS REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, PLANNING DEPARTMENT AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. 08/07/07 JJ ADDJTIONAL IRRIGATION ADDED NORTH 0 10 20 40 SCALE: 1 "=ao20' -0" SOG PROJECT NO: 04-302 PLT DATe JULY 29TH, 20011 SCHMIDT DESIGN GROUP, INO. i i 6ALANCJN(; ARTISTIC: EXPRESSION IN oe.:s.·.·i•·l·G WITH lNVIRONMENTAL SENSITlVIT'f ~ 2655 Fourth Avenue, San Diego, CA 92103 : :; telephone {619} 236-1462 facsimile {619} 236-87 \l.'Ww.schmidtdesign.com · lie. CA 2138, NV 219, Al 34139 -1.5 APPROVED FOR PLANTING AND ; :I IRRIGATION ONLY, INCLUDING PRECISE LOCAT~O OF PLANTING AREAS . ;~ CITY OF CARLSBAD PLANNING DEPARTMENT IRRIGATION PLAN VILLAGES OF LA COSTA OAKS 3.6 . . . /J ~ ~ ;J ~ I ' ~ AFFORDABLE SITE (HUNTER'S POINTE) ·• : ,,I ~ 40z.9 ,.--1,-()1 l NOTE: CIVIL UTILITY LEGEND ON R-1.1 1-R-EV-IEW-ED-BY-, --EXP---------1-r-_--1----=-t--======---------i--.1 :e~~-_.~='-42...._~,_,__ ____ ~;;E11·r, :i . -r, I 1' OWN BY: JJ KC EH PROJECT NO. DRAWIN9 o, !I L ___ ~F:O=R:R:E:F:E:R:E:N::-C:E::::::::::=---------,-----,--------------------------------------t•N~SP~/1~~~:~~~=~=:::-=~='\=-0==-~=-1~~~:=~~~z,=.JLO_ATE--BY ____ JR~E~VYD~EIS~l!!02J·N~N_§S~ ____ AP_P_· 0 J..:=~~=~==~=~~=,,=~~=' =·~====S=D=P=0=4=·=1=3===4=3=4~-:~1=ri r "II'" I"' i ·· 1 ' 11 '1 1 .11.111!'.1: 1 1·' 111111 ,; ,, . ··--~-------;-; ,, ' r-l'I -----------_----_-_-----_------'------_'---_---_--_-------__ -_----_----_---_--__ ,_~------_--_----_--_----------------_-__ ---_-------,-_-__________ .,,,. ______ ,• ______ ---_-----_-_,-----'a -,..!.!H pa 1llilll!L.J'J2 11 12' l)IOTE: ALL MANIFOLD PIPING AND ISOLATION VALVES TO BE 2' INTO EACH CONTROL VAf..VE ANO 1' TO EACH Q.C. 2'-0" 2'-0' SIDEWALK CD PRESSURE SUPPLY LINE (SEE PLAN FOR SIZE) ® BALL VALVES (SEE SPECIFICATIONS ANO DETAIL F/1-5) ® QUICK COUPLER (SEE LEGEND ANO DETAIL G/1-5) 0 HEAT BRAND ALL VALVES ~-------i 2 '---'5 '----' 4 2'-()" 1'-6" © ELECTRIC CONTROL VALVE @ MANIFOLD PIPE-SAME SIZE AS PRESSURE SUPPLY LINS LOCATED UNDERNEATH VALVE BOXES NOTE: 1. EACH MANIFOLD SHALL HAVE A MAXIMUM OF 1/j' SEPARATION. ALL MANIFOLDS ARE TO BS INSTALLED IN PLANTER AREAS WHENEVER POSSIBLE. 2-PROVIDE PURPLE BOXES ON RECYCLED WATER SYSTEMS. (7;'\ MANIFOLD CONFIGURATION 0.),------------- NOTES: 1. ALL THREADED PIPE CONNECTIONS WILL BE SEALED WITH OVERLAPPING WRAPS OF TEFLON TAPE AS REQUIRED TO PREVENT LEAKAGE. 2. PROVIDE PURPLE BOX ANO RECYCLED WATER SYSTEMS. NO SCALE LEGEND: CD 10" ROUND PLASTIC VALVE BOX W/ Q.C. HEAT BRANDED INTO TOP. ® QUICK COUPLER VALVE (PROVIDE WITH ACME THREADS ON RECYCLED WATER SYSTEM) PER PLANS © FINISH GRADE. ALLOW 2' DEPTH FOR TOP MULCH ONE CUBIC FOOT CONCRETE THRUST BLOCK SCH.BO BRASS PIPE SCH.BO PVC 90 0 MAINLINE: SCH 40 FOR 1.5" OR SMALLER; CLASS 315 FOR 2" AND LARGER @ MARLEX STREET ELLS (2) REQUIRED PER QUICK COUPLER © SCH.40 P.V.C. TEE (SXSXT) NOTES: 1. ALL P.V.C. FITTINGS SHALL BE SCH. 40 EXCEPT WHERE NOTED. 2. ALL SCH.BO P.V.C. THREADS SHALL BE WRAPPED WITH TEFLON TAPE. (n\ QUICK COUPLER ~!----------NO SCALE ~-e '----116 NOTES: 1. ALL THREADED PIPE CONNECTIONS WILL BE SEALED WITH OVERLAPPING WRAPS OF TEFLON TAPE AS REQUIRED TO PREVENT LEAKAGE. 2. WIRE CONNECTORS WILL BE K.B."ONE-STEP' PRE-FILLED TAN) OR EQUAL. LEGEND: 0 P.V.C LATERAL LINE PER LEGEND. @ SCH. BO P.V.C. MALE ADAPTER © SCH. BO P.V.C. UNION (TXT) 0-RING TYPE LASCO OR EQUAL © SCH.BO P.V.C. NIPPLE @ WATERPROOF WIRE CONNECTORS PER NOTES G) REMOTE CONTROL ELECTRIC VALVE PER LEGEND 0 12" RECTANGULARPLASTIC VALVE BOX (CARSON) WITH LOCKING LID, CONTROLLER AND VALVE NUMBER HEAT BRANDED INTO TOP ® FINISH GRADE -ALLOW 2" FOR MULCH IN SHRUB BEDS SET FLUSH IN TURF @ SCH.BO P.V.C. NIPPLE @ SCH.BO FEMALE ADAPTER (TXS) 0 PVC.PIPE ® SCH.40 P.V.C. ELL (SXS) @) SCH.40 P.V.C. TEE MAINLINE @ PRESSURIZED P.V.C. MAINLINE 3. DIRECT BURIAL COMMON AND CONTROL WIRES WILL BE COILED TO PROVIDE 12" EXPANSION COILS INSIDE VALVE BOX. @) (SXSXS) PER LEGEND 24 VOLT DIRECT BURIAL WIRES 4. PROVIDE PURPLE BOX AND HANDLE ON RECYCLED WATER SYSTEMS. FROM CONTROLLER PER LEGEND. @ 1 CUBIC FOOT PEA GRAVa MIN. SUPPORTING VALVE BOX @ UNMORTARED BRICK FOUNDATION (A\ REMOTE CONTROL VALVE ~!----------NO SCALE 3 . ' . 11 ·. _:....------j 6 . 11 : -~·-· . ·. 11.:· . . : I . ' r'----< 7 · · II · -~--··. 11-:· . . . . . : -. . : I .· @· WALL MOUNT CONTROLLER LEGEND: Q) FINISH FLOOR @ 120-VOLTPOWERSUPPLYWIRESIN CONDUIT. CONDUIT AND SERVICE BY OTHERS, HOOK-UP BY IRRIGATION CONTRACTOR © JUNCTION BOX © WALL MOUNTED AUTOMATIC CONTROLLER SECURE TO WALL WITH LAG OR WOOD SCREWS AND MOUNTING BRACKETS © KEY LOCK BOX © SCH.BO PVC CONDUIT· 2 1/2" 0 SWEEP ELL -2 112" © DIRECT BURIAL CONTROL WIRES TO CONTROL VALVES NOTES: 1. PROVIDE CONDUIT ANO SWEEPS IN DIRECTION OF UTILITY SOURCE. 2. ALL CONDUIT AND SWEEPS TO EXTEND MIN 18" BELOW GRADE FOR IRRIGATION AND SENSOR WIRES AND 24" FOR PHONE ANO ELECTRICAL WIRES. 3. COORDINATE WITH CONTRACTOR FOR SIZE ANO QUANTITY OF WIRE CONDUITS FOR CONTROL WIRES. 4. INSTALL CONTROLLER PER MANUF'S REC'S 5. PROVIDE RECYCLED WATER STICKER ON ALL RECYCLED WATER CONTROLLERS. NO SCALE 2 LEGEND: 6}-----, 2 ~..,_---110 NOTES: 1. ALL THREADED PIPE CONNECTIONS WILL BE SEALED WITH OVERLAPPING WRAPS OF TEFLON TAPE AS REQUIRED TO PREVENT LEAKAGE. 0 0 0) 0 18" @ © G) © G) @ 2. PROVIDE PURPLE BOX ANO HANDLE ON RECYCLED WATER SYSTEMS. ©BALL/GATE VALVE THREADED PVC SCH 80 NIPPLES (NO CLOSE NIPPLES TYP.) PRESSURIZED PVC MAINLINE PVC FEMALE SXT ADAPTER PVC SCH 80 UNION VALVE AS SPECIFIED ON PLANS POSITION VALVE IN BOX SO THAT HANDLE IS FREE TO OPERATE. 10" ROUND (PURPLE) PLASTIC VALVE BOX FOR 1-112" VALVE AND SMALLER. 12" RECTANGULAR (PURPLE) PLASTIC VALVE BOX FOR 2" VALVE ANO LARGER. (PER SPECIFICATIONS). INSTALL 2" ABOVE FINISHED GRADE IN SHRUB BED; 1/2" ABOVE IN LAWN FINISHED GRADE PVC FEMALE ADAPTER PEA GRAVEL 112" DIAMETER (APPROX. 1 CU. FT.) UNMORTARED BRICK FOUNDATION NO SCALE I ! l STEP 1: STRIP WIRES 1/2" FROM ENDS. STEP 2: APPLY SCOTCHLOK Y SPRING CON- NECTOR IN A CLOCKWISE DIRECTION. STEP 3: INSERT SPLICE TO BOTTOM OF GEL-FILLED TUBE. CHECK TO MAKE SURE CONNECTOR HAS BEEN PUSHED PAST LOCKING FINGERS AND IS SEATED AT BOTTOM OF TUBE. ~~~~ STEP 4: POSITION WIRES IN WIRE CHANNELS AND CLOSE INSULATOR TUBE COVER. NOTE: MAXIMUM WIRE SIZES PER CONNECTOR ARE 3 • #14'S OR 2 • #12'S. ® WIRE CONNECTION "AS BUILT" DATE REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, PLANNING DEPARTMENT AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. SDG PROJECT NO: 04-302 , I ?LT DATE· JULY 9, 2005 I SCHMIDT DESIGN GROUP, INC. 1· BALANCING ARTISTIC EXf'IUSSION IN DESIGN i • • • WlTH ENVIRONMENTAL SENSITIVITY · 2655 Fourth Avenue, San Diego, CA 92103 ·,, · • IJ.). • telephone (619} 236-1462 facsimile {619} 236·879J •-_--~ www.schmidtdesign.com : -• • Lie. CA 2138, NV 219, AZ 34139 · J'•, 1-.1 APPROVED FOR PLANTING AND _-1 .. I IRRIGATION ONLY, INCLUDING PRECISE LOCATION_ j OF PLANTING AREAS · · · --l - RCE ____ EXP. IRRIGATION DETAILS VILLAGES OF LA COST A OAKS 3.6 AFFORDABLE SITE (HUNTER'S POINTE) REVIEWED BY: ----------------------+--- APPRO~lli btj 1 /,., '7 / r,/ J -PLA_N_N--'IN~G_._,,'-'-'"--"'"'--'-""'-><+-----____: ~ DATE BY DESCRIPTION APP'D i OWN BY: JJ KC EH PROJECT NO. DRAWING N . 1· CHKDBY: J~J -SOP 04-13 434-1 ,_ __________________________________________________________________________ __._1N_sP_Ec_r_oR __________ DA_TE __ _J_ ______ __;R!...!!:;E:_V~IS~l~Q~N!...!.!:S!...... ______ .i._::R=VW==D=BY=:=JJ====:::...:::============:::::'.'.::======t:J l I -- ' I ,,n -•i' I " 1I :"i ' '!11 1•1; ;! t ,:1,1 ,•,1· !1 i I'' • J.l ·'I I i"l1 I l: I 11•: l.'i-1 : I ilill 1 : .. T-1 r . -~_._J __ i m«IIH"1I I '!ilil:C1iii•:1·:~J ~ ,, ' ' I ·_·.1·. ..------------------------------------------~--------------------------------------------------------------------'------,.--'--' -H-,: ' t ::;; • "' r ~-----------------< 1 SLIP X SLIP 45 DEGREE ELL I< REQUIRED) ii" GRAVEL SUMP IN, UNDER, AND AROUND VALVE BOX FILL TO TOP OF VALVE BOXES USE JS'' PVC SCRAP TO WRAP 12" OF ADDITIONAL WIRE BEFORE CONNECTIN(I CONNECT WIRES TO VALVE USING WATlcR TIGHT CONNECTORS MASTER VALVE LEGEND FINISH SURFACE RECTANGULAR VALVE BOX (PURPLE FOR RECYCLED WATER)(DO NOT CUT ADDITIONAL HOLES INTO BOX) PVC SCH. 80 MALE ADAPTER (2 REQUIRED) PURPLE PRESSURE SUPPLY LINE.ALIGN WITH FLOW SENSOR (SEE PLAN FOR SIZE) INSTALL FILTER FABRIC AROUND GRAVEL SUMP 1-)1• SCH. 40 WIRE CONDUIT WITH SWES' FOR MASTER VALVE WIRES (TO FLOW SENSOR) fn:\ MASTER VALVE 0f--------------NO SCALE • 1. CLOSE-COUPLED END SUCTION CENTRIFUGAL PUMP, CAST IRON BRONZE FITTED, BACK PULLOUT DESIGN, MECHANICAL SEAL, ODP MOTOR. 2, NEMA 4 ENCLOSED CONTROL PANEL, WITH CIRCUIT BREAKiaR, MAGNETIC ST ARTI:R, HOA SWITCH, AND COMPONENTS TO AUTOMATICALLY CONTROL BOOSTER PUMP SYSTEM. 3. MARINE GRADE ALUMINUM ENCI.OSURE, TOP HINGED DESIGN WITH VENTIN(l. 4. CAST IRON ELASTOMER LINED FULL LUG WAFER STYLE BUTTCRFLY VALVE. 5. PRESSURE GAUGE, 2 1/i'' DIAL, LIQUID FILLED, STAINLESS CASE, 0 · 200 PSI. 8. FLOW SWITCH, NON-METALLIC, PADDLE STYLE, NON-ADJUSTABLE, 100 PSI RA TED. PLAN VIEW SECTION VIEW 7. TYPE "L" COPPER, 4 INCH. 8. 150# ANSI RATED BRASS OUTPUT FLANGE. 9, FABRICATED STRUCTURAL ALUMINUM BASS'LATE. 10. 6 INCH CONCRETE PAD, ASTM C-94, ACI STD. 318-1!3 DESIGN MIX, 2500 PSI RATED. 11. DOUBLE PVC TAPE WRAPP!aD BRASS PIPE. 12. PVC SCHEDULE 80/BRASS COMPANION FLANGE CONNECTION. 13. CONCRETE THRUST BLOCK, 2 CU. FT. MINIMUM. 14. MAIN POWER.CONDUIT. 15. IRRIGATION CONTROLLCR SIGNAL CONDUIT. 0 BOOSTER PUMP NO SCALE "' r Ii ~ • •• • il~ .. ' .. 1.,---{4 X' MIN. 8 • J-t--~+-1+-t► ?'.\'..~· :\-~+:~i'".'' ;.-...._,r, • r 4" & 6"+ DIAMETER OF PIPE LEGEND: 0 IMPORTED TOPSOIL OR AMMENDED NATIVE SOIL © FINISHED GRADE @ NATIVE SOIL FREE OF ROCKS AND DEBRIS 3' OR GREATER 0 TRENCH MARKER @ SAND BEDDING MATERIAL © IRRIGATION MAINLINE © DIRECT BURIAL CONTROL WIRES © IRRIGATION LATERAL LINE NOTES: 1. WARNING TAPES: SHALL BE A 3" WIDE CONTINUOUS METALLIC PLASTIC STRIP ABOVE THE MAINLINE (ONE ON THE MAINLINE AND ONE 1Z' ABOVE THE MAINLINE) l. ALL PIPE AND CONTROi. WIRE UNDER PAVEMENT SHALL BE INSTALLED IN A P.V.C. SLEEVE PER TH! IRRIGATION LEGEND & NOTES. (SEE SHEET 1-1.1 PAGE 16) 3. BACKFILL MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 90% MIN. CD MAINLINE/ DIRECT BURIAL CONTROL WIRE NOSCAL.E -~------{1 -------l2 ~-----~3 ~c'fil--------l 4 - 10 X PIPE S XPIPE D I IN. UPSTR Ml . DOWNS ROM SEN ROM SEN G) 10" ROUND VALVE BO)( (PURPLE COLOR FOR RECYCLED WATER) (DO NOT CUT ADDITIONAL HOLES INTO BOX) {3) FINISH SURFACE @ CABLE FROM MASTER VALVE TO CONTROLLER ASSEMBlY {3) 1-/14' CONDUIT FROM MASTER VALVE ASSEM~LY @ CONNECT WIRES TO VALVE USING WATER TIGHT CONNECTORS (§} B" DIA. CL 160 PVC SLEEVE (OTO REST ON TOP ' ·• EDGE OF PURJ'LE PRESSURE SUPPLY LINE) - Ci) 1-)1" SCH.40 WIRE CONDUIT WITH SWEEP FOR FLOW SENSOR/MASTER VALVE CABLE (TO CONTROLLER) @ FLOW SENSOR (SEE LEGEND) .. , ,,,. / ® ¾" GRAVEL SUMP IN,UNDERAND AROUND VALVE BOX. FILL TO TOP OF VALVE BOX HOLES. @ INSTALL FILTER FAB~IC AROUND GRAVEL SUMP G]) PVC REDUCING BUSHING FOR REDUCTION IN PIPE SIZE AT FLOW SENSOR EXISTING SUBGRADE BACKFILL MATERIAL (SEE SPECS) /n CONCRETE THRUST BLOCKS \::::,I (SEE SPECS) ,;--\5 © FITTING AS REQUIRED ® PVC BELL REDUCER AS REQUIRED I j l l I ' ' ·j FLOW SENSOR @ 45 DEGREE PVC SCH. 40 SLIP X SLIP ELL (2 REQ.) EXTEND PRESSURE SUPPLY LINE TO 18" Dcf'TH NO SCAL,E Q) THRUST BLOCKS NO SCALE I [F--- I~ :~ ~ I I :!i • "' I r -===n 0 -----© -----© ~----© ~----© ~----© ~----© ------© -----© -·· 1·;::;Jll--11-"" •-· ... t-.;f"-;-:7.l,,,../."ffl'Cfr'cc;;,'=-,,---© r·_1 __ -:rn~11crr.-:~ -,..· ::.. •,,.: ~ · ~ , · . .. . l=ft~ll-~TI,_ 11/:llm~&Jiw~~--:i'sm~rnii I = ,,'JT1lLm~nkfi\ll =llE.ll"'lilCC!Fl'C:ll:llC:I11:'.;i,I 111=1TI=1il=I F31 Jl=illcc~lli*tl=!JJ=.W=IJJ=, I:'"IIJ=liJ:'!11= '" ~, -------------------llcclil=li= ,;,---!fol ?' .ll=[c1Ii=fil3J=[}=i]}3.il=fficc W;:;ill::Jt;:;Jj:_: l=:1 iEI ll;7 -· JJc __ ll=IJJ=_ lli=l=.U=liJ=W=;U, 18I'31EI l=l!, C,'\ :--[=! I E-~l!J-:!!£1J=ilf;----=:J..U·-U1i=;:-311==1 I l=:'I I =II~ ~ 11 ""-,·~=""al, ~l!mIT'cN\,~rr Qw~JJJ= 1 'mlll~lJW = -,,!- ,!J 'l I'-'--:.___· --_·-· _-'.__ .. -J}11·j j -1,.. -:=ia ~ -. -. 11,-I .c,Ii 'rilln;ir1 fr,lljj1iJl=11:11/u!icwJJOOW::f1l'1 . IJc, IE-=·"'--""'-""" ·,~.._.d, ' ~ = =I IE I 1=111=w=111il: r, .1;=w=upw;=_,'=L_l-~I ~-w;;iu~_IJJc'ill~!Jl=!J¥!J 'ill=!l. . . ' . U'°lllc"UC,'1"1J:f1_r:::[ll~_IJ-;;'· , EJJ=lll='L!m-ill L="!l -d-mu1~[11c.:11I .. w,::w.:w-[' 11:... , -' _ _ l~~mW!'ic;lmlbi11l!icf 11&.llr~J=, LI= I l=l!_,,,i I =[I_ EW-iilJlii'LlmU c_L31 J. -J. =w-ml I . H• .. ~,,'.-,,·,..!~--,,.L,.L- -'~-' ~'iic!\t!/i'lillin111)f/#1~ 1rr~1ik11~m~r/1 ,__ __ G\ """!JJ.31_'311_, ice IEI 1=f1'=11:3J \J..:!,/ ~•...:{Ll_=I I c:.11'~--:IJ.:_ ill'..'...'.~~• 14)----J ® BACKFLOW PREVENTER ® SLEEVING LEGEND: (D PAVING PER PLAN @ FINISHED GRADE @ CLEAN COMPACTED BACKFILL @ 2 TAPES PER NOTE DETAIL M SHEETl-2.3 @ SAND BEDDING MATERIAL @ IRRIGATION MAINLINE (f) DIRECT BURIAL CONTROL WIRES @ LATERAL LINES. SEE SPECS. @ UNDISTURBED SOR. ® SCH. 40 PVC SLEEVE 2< PIPE SIZE DIAMETER MIN. NOTE: 1. ALL PIPE AND CONTROi. WIRE UNDER PAVEMENT SHALL 6E INSTALLED IN A P.V.C. SLEEVE PER THE IRRIGATION NOTE #21 SHEETl-1.1 PAGE 16 2. BACKFILL MATl;RIAL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 90% MIN, 3. PRESSURE MAINLINE SHALL BE INSTALLED ON A 8" SAND BED AND COVERED BY 6' OF SAND PRIOR TO ANY OTHER BACKFILL MATERIAL NO SCALE (D PROTECTIVE ENCLOSURE PER PLANS INSTALL PER THE MANUFACTURER'S SPEC'S. © ¾• REDUCED PRESSURE BACKFLOW PREVENTION DEVICE MODEL 825YA. © BRASS THREADED RISER LENGTH AS NEEDED © WYE STRAINER (LINE SIZE) © BRASS MALE ADAPTER @ 6' THICK CONCRETE PAD (v COPPER THREADED Ell (2 REQU(RED) @ 4' TYPE "K" COPPER NIPPLE A. ALL VALVES, FITTINGS & PIPES SHOWN ARE TO BE LINE SIZED EXCEPT WHERE INDICATED. @ FINISH SURFACE (@l SCH. 40 PVC MALE ADAPTER (j) PVC SUPPLY LINE TO IRRIGATION SYSTEM (g) CONCRETE THRUST BLOCKS. 1 CUBIC FT. MIN. @ BRASS MALE ADAPTER GJ ¾• BALL VALVE PER DETAIL @ TYPE "K" COPPER LINE (SIZE PER PLAN) WITH COPPER SOLDER FITTINGS AS REQ'D. @ COPPER LINE FROM METER 8. INSTALLATION SPECIFICATIONS SHOWN ARE SCHEMATIC AND DO NOT SUPERCEDE OR REPLACE ANY CITY OR STATE REQUIREMENTS. THE CONTRACTOR IS RESPONSIBLE FOR MEETING ALL APPLICABLE CODES. C. ALL THREADED CONNECTIONS SHALL BE SEALED WITH OVERLAPPING TURNS OF TEFLON TAPE SUFFICIENT TO PREVENT LEAKAGE. D. BACKFLOW PREVENTER ASSEMBLY SHALL BE TESTED UPON INSTALLATION BY A CERTIFIED BACKFLOW DEVICE TESTER. CONTRACTOR SHALL PROVIDE THE ENGINEER WITH WRITTEN TEST RESULTS COMPLETED BY A CERTIFIED BACKFLOW TESTER PRIOR TO BACKFLOW PREVENTER ASSEMBLY'S ACCEPTANCE BY THE ENGINEER. ." E. ALL METAL IN CONTACT WITH CONCRETE SHALL BE POLYETHYLENE WRAPPED USING 2" WIDE PLASTIC BACKED ADHESIVE TAPE MIN. 2 MILS. THICK WITH 112" OVERLAP. F. FACTORY ASSEMBLED DOUBLE CHECK ASSEMBLY REDUCED PRESSURE PRINCIPLE ASSEMBLY SHALL BE INCLUDED IN THE LASTEST EDITION OF THE "APPROVED FOR SERVICE ISOLATION IN CALIFORNIA PUBLIC WATER SYSTEMS" ISSUED BY THE STATE OF CALIFORNIA DEPARTMENT OF HEAL TH SERVICES, OFFICE OF DRINKING WATER. G. INSTALL PER C.M.W.D. STANDARD DRAWING W-20 NO SCALE I I I I ,, l soc; PROJECT NO: 04-302 I ' 1--~-~~~=---< PLT OATE: JULY 8, 200I SCHMIDT DESIGN GROUP, INO. ••• ·G• ••• . t BALANCINCi ARTISTIC ~XPRESSION IN. OESICir. WITH ENVIRONMENTAL SENSITIVlTY' . 2655 Fourth Avenue, San Diego, CA 92103 . j 'I telephone {619} 236-1462 facoimile (619} 236-8791 1 ~ www.schmidtdesign.com • j I. ' Lie. CA 2138, NV 219, !i/. 34139 : • ] 1-2,.2 IRRIGATION ONLY, INCLUDING PRECISE LOCATIO··· . OF PLANTING AREAS .·· -r .-----Af'-P-RO_V_E_□_F_O_R-PLAN_T_IN_G_AN_□--:...;<;~:;;:· ~ :I·.· v2·c ,---------------------,,----------------------------+-------_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_,..._-_-_-~---.;,+~' ,,.J- I ~~ I c1n:LA<?N~G ~~~N*BAD I s~iJ 11 f -"AS BUILT" DATE RCE ____ EXP. REVIEWED BY: INSPECTOR DATE REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, PLANNING DEPARTMENT AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. IRRIGATION DETAILS I :i VILLAGES OF LA COSTA OAKS 3.6 AFFORDABLE SITE (HUNTER'S POINTE) j I 1---+--+------------+---I :~::1::?bEzlboti.__ ___ 1liJtf I '1 DATE BY DESCRIPTION REVISIONS APP'D DWN BY: ,IJ KC EH CHKD BY: J=J __ RVWD BY: JJ i PROJE~TNO. SOP 04-13 DRAWINGN 434-1 'I i J I Ii I . ' LEGEND G) SINGLE OUTI.-ET EMITTER r,;,. 113 • J" HOOK REBAR PIPE STABILIZER, \61 EMBEDDED IN OPEN CELL R. 2-UVR PVC SCH 40 ELLS (T X T) \:2/ ANO ONE UVR PVC SCH 40 TI-IREADED, 2" LONG NIPPLE © 1/2" DIA. POLYETHYLENE TUBING ® VERDURA WALL -DRIP LEGEND 0 0 0 0 REMOTE CONTROL VALVE IN VALVE BOX. REFER TO LANDSCAPE DRAWINGS. UVR PVC SCH 40 LATERAL TO IRRIGATION SYSTEM, SECURE TO WALL USING 'J' HOOKS FINISH GRADE PVC LATERAL LINE UVR PVC SCH 40 LATERAL FINISH GRADE VERDURA WALL PER MFG. SPECIFICATIONS TO REMOTE CONTROL VALVE ONE PVC SCH. 40 90 DEGREE ELL {S X FIPT) AND ONE PVC SCH. 40 90 DEGREE ELL (S X MIPT) VERDURA WALL PER MFG. SPECIFICATIONS #3 "J" HOOK REBAR PIPE STABILIZER, EMBEDDED IN OPEN CELL ® VERDURA WALL -TRANSITION FITTING AT WALL NO SCALE 12" ® ROTOR HEAD ON RISER LEGEND: 0 BUILDING WALL (WHERE APPLIABLE) © 30" #4 REBAR STAKE 0 GEAR DRIVEN ROTOR HEAD 0 (2) GALV. STRAPS ATTACH WITH 0 © © © © CLAMP TOOL 'FAST LOCK'· 'PUNCH LOCK' OR EQUAL MULCH LAYER IN PLANTING AREAS FINISHED GRADE 3/4" SCH. BD RISER (LENGTH AS REQUIRED) P.V.C. TEE OR ELL P.V.C. LATERAL (PER PLAN) NOTE: A. ADJUST ANGLE OF RISER FOR OPTIMAL COVERAGE ON SLOPES. B. SEE PLAN FOR APPROPRIATE NOZZLE SELECTION. C. ALL P.V.C, FITTINGS SHALL BE SCH. 40 EXCEPT WHERJ; NOTED. D. ALL SCH.BO P.v.c. THREADS SHALL BE WRAPPED WITH TEFLON TAPE. NO SCALE NOSCAL! ® ROTOR HEAD 12" ,( 2J--, 6" 0 SPRAY HEAD LEGEND G) 2-UVR PVC SCH 40 ELLS (T X T) AND ONE UVR PVC SCH 40 TI-iREADED, 6" LONG NIPPLE @ UVR PVC LATERAL @ UVR PVC SCH 40 LATERAL, ON GRADE © ® ® (j) ® SINGLE OUTLET EMITTER PIPE STABILIZER @ 10' 0.C. MAXIMUM SPACING FLUSH VALVE ASSEMBLY VERDURA WALL PER MFG. SPECIFICATIONS FINISH GRADE I LEGEND G) 2-UVR PVC SCH 40 ELLS (T X T} AND ONE UVR PVC SCH 40 TI-iREADED, z• LONG NIPPLE COMPRESSION FITTING, TEE (S X COMP X COMP) POLYETHYLENE TUBING COMPRESSION FITTING, ELL /IJ • J" HOOK REBAR PIPE STABILIZER, EMBEDDED IN OPEN CELL UVR PVC SCH 40 LATERAL VERDURA BLOCK PER MFG. SPECIFICATIONS SINGLE OUTLET EMITTER c'~. ' !\ !? ---------C NOTE: INSTALL FLUSH VALVE ASSEMBLY AT EVERY FIFTH VERTICAL LAYER Of DRIP LINE,. VERDURA WALL -TRANSITION CONNECTION W/ FLUSH VALVE ..... --, LEGEND; (D WALK OR CURB @ BUILDING WALL OR FENCE (WHERE APPLICABLE) @ FINISH GRADE IN TURF AREAS @ POP-UP ROTOR HEAD @ MULCH LAYER IN PLANTING AREAS @ FINISH GRADE IN PLANTING AREAS <z} SCH.BO P,V.C. NIPPLE (2 EACH) SIZE PER HEAD INLET @ MARLEX STREET ELL (2 EACH] SIZE PER HEAD INLET @ P,V.C. LATERAL (PER PLAN) @ P.V.C. TEE OR EU (SXSXT) (j) PURPLE CAP FOR RECYCLED WATER ROTOR HEADS NOTES: 1, ALL P.V.C, FITTINGS SHALL BE SCH. 40 EXCEPT WHERE NOTED. 2, ALL SCH.BO P.V.C. THREADS SHALL BE WRAPPED WITH TEFLON TAPE. 4 OR RECOMMENDED BY MANUFACTURER NO SCALE LEGEND; 0 BUILDING WALL (WHERE APPLICABLE) Q) SHRUB NOZZLE WITH RISER ADAPTER Q) MULCH LAYER IN PLANTING AREAS 0 FINISH GRADE IN PLANTING AREAS Q) 1/2" SCH.80 P.V.C. RISER -----· & © SCH.80 P.V.C. NIPPLE (2 EACH) SIZE PER HEAD INLET 0 LATERAL ;:;:::-; :::::::: N --='-'-,1''-,f<- Tlll II ]-III'. I:,,--, ® MARLEX STREET ELL (2 EACH) SIZE PER HEAD INLET ® CURB NO SCALE ® SPRAY HEAD TO REMOTE CONTROL VALVE ® VERDERA WALL -DRIP TUBING CONNECTION LEGEND: (D WALKORCURB @ BUILDING WALL OR FENCE (WHERE APPLICABLE) @ FINISH GRADE IN TURF AREAS @ POP-UP SPRAY HEAD @ MULCH LAYER IN PLANTING AREAS ® ~ FINISH GRADE IN PLANTING AREAS SCH.BO P.V.C. NIPPLE (2 EACH) SIZE PER HEAD INLET MARLEX STREET EU (2 EACH) SIZE PER HEAD INLET @ P.V.C. LATERAL (PER PLAN) @ P.V.C. TEE OR ELL (SXSXT) (j) PURPLE CAP FOR RECYCLED WATER SPRAY HEADS NOTES: ,--------1 9 ","'-.• -,II llll 11.! • =I -- ', NO SCALE LEGEND: G) 5" DIAM, PERFORATED PLASTIC DRAIN PIPE 36" LENGTH -FILL • WITH 314" CRUSHED AGGREGATE 0 PVC EU (TxT) ' ~ • 0 PVC TEE OR ELL (SxSxT) © © PVC LATE~ LINE PER PLAN , © 0 © © @) @ WATER BASIN (SEE PLANTING DETAILS); I.P.S. PVC FLEX RISER . 1/2" SCH.BO P.V.C. RISER : '·,, WATER BASIN : J-.; FRICTION FIT ACCESS CAP 1D0 NOT GLUE) < •; '' BUBBLER PER PLAN (TWO PE~TR.EE. \ MULCH LAYER . .;, , f,t . . . PLANT ROOT BALL l 1, ALL P.V.C, FITTINGS SHALL BE SCH, 40 EXCEPT WHERE NOTED, 2. ALL P.V.C. THREADS SHALL BE WRAPPED WITH TEFLON TAPE. 0 BUBBLER AT TREE PLANTING NO SCA!..& I l ' ' ' ' ., NO SCALE ,i· ; I SDG PROJECT NO: 04-302 PLT PATE:: JULY IJ, 2005 I ,j SCHMIDT DESIGN GROUP, INO, I BA.LANCING ARTISTIC EXPRl:SSION 1N Dl:Sl~J_.· • • • WITH ENVIRONMENTAL SENSITIYITY' '.:l ·· 2655 Fourth Avenue, San Diego, CA 92103 j • L /, • telephone {619} 236-1462 facsimile {619} 236-8792 ~· www.schmidtdesign.com • • • Llc.cA2138,Nv219, Az34139 I-.3 ; APPROVED FOR Pl.ANTING ANO I l l @) P.V.C. TEE OR ELL (SXSXT) NOTE: 1. ALL P.V.C. FITTINGS SHALL BE SCH. 40 EXCEPT WHERE NOTED. 2. ALL SCH.SD P.V.C. THREADS SHALL BE WRAPPED WITH TEFLON TAPE. IRRIGATION ONLY, INCLUDING PRECISE LOCATIO~. ' 1 OF Pl.ANTING AREAS ; :1 ~ l r----llA_S_B_U_I_L_T_II _______ R __ EV_IS-IO_N_S_M_US-T-BE-=--AP-PRO--:-VE_D_B __ Y __ PU--:B--Ll-=-C-HEA:---:LT:::-:H--EN __ G __ IN-:E::-:ER,:---,1.1::::;s.,_:;::HE;,l.;T:;--I ;:::::::;C;:l:;TY;:::;=o:;::;F;:::;C;::A:;::::;R;::;L=s:;::;B;::A;::D;::~1;:;s;~.L;::;EE~$..· .. 'j.~;"11 -~,, ! PLANNING DEPARTMENT AND DISTRICT ENGINEER PRIOR TO C.. I PLANNING DEPARTM~NT ..,. , IMPLEMENTATION IN FIELD. ( OR AS MANUFACTURER RECOMMENDED v1L~::~~;~~is~~~:s 3.6 · I l ! I AFFORDABLE SITE (HUNTER'S POINTE) l l ·. I RCE ___ _ EXP. □Ale 1----i----+------------+---t l-:-p:N-Jl+--"-"A[~:'Z=l=lA=otl"""""-----11~1' 0 ti I ~ I NO SCALE REVIEWED BY: INSPECTOR DATE DATE BY REVISIQ0NS APP'D ~~:{t: J~=~~K_c_E_H SDPE04-013 D434-11 ;~ l L _________________________________________ __l~~----~:....__J___ ___ _.!!!:.Y.!5~~---.....l.::=======-.::::::::::::==:::::::::::====::::::::::::::ff.JII ]j ' ~ 1111111,1'1111 1 , :1 11 1m1 1 : 1 ,: , I _ I I . LEGEND 0) BRASS LOCKABLE BALL VALV!e, FIP x METER SWIVEL ; 3/4" x 114" BRASS THREADED BUSHING WITli 14' CAPPED OUTLET SCH 80 BRASS CLOSE NIPPLE PVC SCH 80 90 ELL ® SCH 80 BRASS NIPPLE @ PURPLE COLOR VALVE BOX AND LID (SEE SPECS.) © LINE SIZE SCH 80 TEE *® LINE SIZE BRASS BALL VALVE @ PURPLE PVC CLASS 315 SCH 40 MAINLINE @) 3W DIA. PEA GRAVEL SUMP (MIN. 112 CU.FT.) TO MASTER VALVE lL::.:,_\:: •. :rt;~~ PROFILE METER Y-STRAINER HECK VALVE PRESSURE REGULATOR P.O.C. SEQUENCE NOTES: TEST STATION 1) REFER TO SECTION 15151 AND 15152 OF THE WATER AGENCY STANDARD SPECIFICATIONS. 2) INSTALL ONE TEST STATION LOCATE DIRECTLY DOWNSTREAM OF CHECK AND PRESSURE REGULATOR VALVE PER WR-0~. 3) BRAND "'TS" ON PLASTIC TEST STATION LIDS. @ ~~o~~ueS CONNECTION TEST STATION 300mm (12") MINIMUM ~ ,1t, ,. i; 11ated wltb RECYCLED WATER r ~ "' ! ! -E AG~~A ~ E E 8 DO NOT @ NO BEBA 8 DRINK E;\.AGIJA r~ -g A.goncy of .lAr adlctlon Nam ?~ MASTER VALVE c~ 38mm (1 ½1 BORDER CY Df" JURISDICTION I! -MOUNTING ONL I REQUIRE TYPI ALL AROUND SCREW LOCATION NOTES: 450mm (18 1) REFER TO SECTION 15151 OF THE WATER AGENCY STANDARD SPECIFICATIONS. 2) SIGNS SHALL llE MANUFACTURED OF ALUMINUM SHEET. THICKNESS 1.6mm (0.063" OR 18 GAUGE). 3) THE SIGN SHALL INCORPORATE A PURPLE BACKGROUND WITH WHITE LETTERS AND SYMBOLS. 4) SIGNS SHALL BE MOUNTED ON A 100mmx1DOmm [4"x4') PRESSURE TREATED WOOD POST 900mm (36") FROM FINISH GRADE. ATTACH THE SIGN TO THE POST USING 6.4mmx38mm ( f• 2-}"l ANODIZED LAG SCREWS AND WASHERS (2 EACH). © RECYCLED WATER SIGN C NOTTOSCALE FINISH GRADE FROM RECYCLED WATER MAIN ~ METER ASSEMBLY OER WS·01 & WS-02 SCH BO PVC,BRASS OR COPPER PIPE WYE STRAINER, SEE NOTE 5 4 BRASS CHECK VALVE 5 BRONZE BALL VALVE 6 SCREWED BRASS UNION 7 13mm (½") BRASS BALL VALVE 8 SCREWED BRASS NIPPLE (TYPICAL) 9 METER BOX WITH LID 250mm x 500 mm (10" x 20") OR 425mm x 750mm (17" x 30") @ 10mm (¾") ROCK, 100mm TO 150 mm (4" TO 6") DEEP. ® RECYCLED WATER METER (W/D-W6.2) 6 NOTTO SCALE I TOTAL OF 20' MINIMUM EXTEND 10' MINIMUM ON EITHER SIDE '-- E RECLAIMED WATER LINE CONSTANT PRESSUR NOTES ' EXTEND 10' MINIMUM l'i. ON EITHER SIDE (,l\ POTABLE WATER LINE ALL RECYCLED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE AND LABELED AS SPECIFIED IN: STREET ? • STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS. WATER DISTRICT RECLAMATION RULES AND REGULATIONS FOR CONSTRJJCTION OF RECYCLED WATER MAINS SURFACE SLEEVE PER NOTE 21 SHEET H.1 ® ~tr¥s'\~~f£s~~TER PRESSURE LINE AND POTABLE NOTTO SCALE 100mm NOTES; 150mm (6") -FINISH GRADE TO PRESSURE REGULATOR .. 1) REFER TO SECTIONS 15151 AND 15152 OF THE WATER AGENCY STANDARD SPECIFICATIONS. 2) SET TOP OF METER BOX FLUSH WITH SIDEWALK, CURB OR FINISH GRADE. 3) INSTALL WARNING/ IDENTIFICATION TAPE AS SHOWN ON WP-01 4) WATER LATERALS INSTALLED FOR THE use OF RECYCLED WATER SHALL BE IDENTIFIED AS DESCRISED IN SECTION 15151 OF THE WATER AGENCY STANDARD SPECIFICATIONS. 5) INSTALL WYE STRAINER HORIZONTAL TO SERVICE LATERAL. 6) MATERIALS SHALL BE SELECTED FROM THE APPROVED MATERIALS LIST. SIDEWALK CURB METER BOX WITH BOLT DOWN LID· SIZE TO FIT POTABLE SERVICE LINE POTABLE WATER METER 24" RECYCLED WATER -----10' MINIMUM TO POTABLE MAINLINE IN STREET ---1 IRRIGATION MAINLINE W/ NOTE• SLEEVE VERTICAL CLEARANCE OF 12' MINIMUM IS MANDATORY WHEN CROSSING PATH OF A 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. ® POTABLE MAINLINE CROSSING E NOT TO SCALE "AS BUil T" RCE ___ _ EXP. REVIEWED BY: DATE DETAIL 'A' SEE NOTE 7 • DlSlRJCT PRIVFELY • •1• ► 8 9 B MAlNTAINEO MAINTAiNED -•--• _ _ _ -., PIL, R/W OR EDGE OF EASE\4(NT 450mm I 1B"J lm(10 l~.AX SEE NOTE 6 11 REFER TO SECTION iSt12 OF THE SPECJF !CATIONS 21 INS.ALL WARNING/IDENTIFIC1.TICN 1APE AS 5HO~N ON WP-01 ll LOCATE 8ACKFLOW PREVENTION DEVICE IBPDJ IN SUCH A MANNER THAT WILL ALLOW :HE DEVJCE TO BE READllY ACCESSIBLE FOR INSPECTION A REPA[R ,1 STRAINERS SMALL NOT BE INS-ALLEO PRIOR TO TIIE FIRST SHUT-Off VALVE 51 Alt ABOVE GROUND PIP INC, UNIONS, ELBOWS, & NIPP.ES S~ALL BE S!l.DEREO DR rnREADEO BRASS GI INSTALL A CASISG lNCASlO IN CUNCHErE WHEN THE DISlANCE BETWErn THE h£1ER BOX AND THE RISER TO THE BPO EXCEEDS t50:rm C18#l 7) JNSTALL AN ANGLE PRESSURE REDUCING VALVE IN LIEU OF I~E FIRST 90" ELL WH[N SYSTEM PRESSURE EXCEEDS 1.0l Ml'a I 150 PSI I OR WHEN RECJWCNDED . BY THE BACKFLOW l~ANUFACTLRER 8} TESTJNG SIMLL BE. CUNDUCTEO IN ACCORDANCE W'ITH Si::CTJCN 15712 OF THE SPECIFICATIONS PRIOR I □ ACCEPTANCE SY THE DISTRICT ! 91 BPD & APPURTENANCES INSTALLED FJR THE USE OF RECYCLE □ WATER SHALL ~ OE IDENTIFIED AS DES:Rl□ED IN SECTION 15151 OF Tl1E SPECIFICATIONS t, 10JMATERIALS SHALL BE S'LECTE □ FROM THE APPROVED MATERIALS LIST . LEGEND ON PLANS ft--~-------------~-~----------------==-=__::_= ~ ITrn SIZE A~D DESCRIPTION I T[M SJZE AND DES:RJPTJON NO NO 1 ME.lER BOX & METER ASSEIIBL Y 6 BRASS OR COPPER PIPE SEE NOTE 5 SEE 115-01 & WS-02 7 /5rm, <.1"> LUNG NJPPLE SEE NOTE 5 2 SCH 80 PVC, BRASS OR COPPER PJPE 8 BALL VALVE "SHUT-Off' 3 COl'ICRETE THRUST BLOCK SEE WT-01 9 RLDUCEO PRf.SSURE BACKFLOW DEVICE 4 90' ELL SEE NOTES 5 & 7 10 ENCLOSURE iOPT!□~ALJ I i--::--+:---~-----+_;_-+.:-::::.:::..C:....:...='""'-'-=--"""-'=..:c......--1 ,i-~t-;;;;;:::~;-'-c~-;';;'~~=.:C::::'--:c:-=--+-'c-+=""':.,,,:.;,:,:.==;::e;...:~=-~--~ '-':--t-::=':'=::"::;';'::;:':-:-,~:::.:;_'="':....::;:....::;c__+.,::..-+=="-'-==C':.!=====-•• !l--;--+::===-==_,,~..c.,-,.,,..--,-,-:--+--'-'--+===..c:cc.c:.=::..:..-----5 CONCllETE SLAB, MlNIMUd 100nm t4"J 11 UNION SEE NOTE 5 THICK x 45Drrm (18#J WIDE 1Z ANGLE PRV S[E NOTES 5 & 7 f1---'-="--''-"==..:;...;c..;;;=-----'--'=--'-==,::..:-""~=;::..::....::...:.... ___ __. ~ 19mm THRU 50nm 13,4" THRU 2") REDUCED WATER AGENCIES STANDARDS ~ PRESSURE BACKFLOW PREVENT I ON DEV I CE COMMITTEB APPROVAL, 03101120~1_ __ • DRH!NG NUMBE~ WR-01 0 REDUCED PRESSURE BACKFLOW (W/D-W-19) F NOTTO SCALE ·-·· ' ,;, SDG PROJECT NO: 04--302 PLT DATE: JULY B, 2008 SCHMIDT DESIGN GROUP, JNO, ·1j BALANCING ARTISTIC EXPRESSION IN DESICirt .-:.· • • • WITH ENVIRONMENTAL SENSITIVITY _1 REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, PLANNING DEPARTMENT AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. 2655 Fourth Avenue, San Diego, CA 92103 " ••. l __ r ;·/·:,_ •• telephone {619} 236-1462 facsimile {619} 236-8792 -•-.• 1·. ~ www.schmidtdesign.com ; Lie. CA 2138, NV 219, AZ 3413~ 1-2.4 APPROVED FOR PU.NTING AND ··1 IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS ·. . : CITY OF CARLSBAD PLANNING DEPARTMENT IRRIGATION DETAILS VILU.GES OF Lb. COSTA OAKS 3.6 · :I AFFORDABLE SITE (HUNTER'S POINTE) :I i-------i-+----------+-----l I =-:APP-:=-:~ov:-:+fJ;i~:z"""'lJA"-'-"'or\""""----7/p/cio I -_:I . PLANNING DATE . :1 ii H DATE BY DESCRIPTION APP'O DWN BY: JJ KC EH PROJECT NO. DRAWING NO. 'I .__ ____________________________________________________________________ _l'.l~NS~PE~CT~OR~ _______ _'.D~ATE'.:._ _ _L ______ JR~E~V~ISfil!I02!N~SL_ _____ _JJ~~~~K~~~~y~;:~~-=~~=-=-~==~S~D~P~0~4~-~1~3~23:::!!:~4~3~4~-~1~L~II I Ll ···:,._ i ,I : --·--1, ----··r•·-r---~--- i ' ! \ I I I I I ii, H II. -•.· 1 4 n1:11.1·i,1t,ii . 1 ,! ! j1,'11 · · I!' I I :I I lu!_,,' '·=I _c.c_l ~----------------------------------------------------------------.-------------------------------------------------, --------~i !i l :11 IRRIGATION SPECIFICATIONS PART 1.00 GENERAL 1.01 G~l;RAL R~QUIREMl;NTS A.. THE CONTRACTOR SHALL FURNISH ALL LABOR, TOOI-S, MACHINERY, MATcRIALS, AND PROCESSES NECESSARY TO COMPLETE THE IRRIGATION SYSTEM DESCRIBED Hl;REIN AND SHOWN ON THE CONTRACT DOCUMENTS, B. CONTRACTOR SHALL VISIT THE SITli TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND SITE RESTRICTIONS. C. CONTRACTOR SHAI-L DETERMIN!ia THE LOCATION ANO DEPTH OF ALL SITE UTILITIES, ANY UTILITY OR GRADING INFORMATION PROVIDED ON THE CONTRACT DOCUMENTS IS FOR THE CONTRACTOR'S REFERENCE. THERE IS NO GUARANTEE AS TO THE ACCURACY OF THE INFORMATION. CONTRACTOR SHALL LOCATE AND VERIFY UTILITY LOCATIONS TO HIS SATISFACTION. D. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL REPAIRS MADE NECESSARY BY THE NEGLIGENCE OF HIS CREWS. E. THE GENERAL ANO SPECIAL CONDITIONS ANO NOTES OF THE CONTRACT APPLY TO THE WORK OF THIS SECTION THE SAME AS THOUGH WRITTEN HEREIN. 1.02 ORDINANCES ANO REGULATIONS A.. ALL LOCAL, MUNICIPAL AND STATE LAWS ANO RULES & REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE APART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. ANYTHING CONTAINED IN THE SPECIFICATIONS SHALL NOT BE CONSTRUED TO CONFLICT WITH ANY OF THE ABOVE RULES, REGULATIONS, OR REQUIREMENTS OF THE SAME. HOWEVER, WHEN THE SPECIFICATIONS AND/OR CONTRACT DOCUMENTS CALL FOR, OR DESCRIBE MATERIALS, WORKMANSHIP OR CONSTRUCTION OF HIGHER QUALITY, HIGHER ST AND ARDS OR A LARGER SIZE, SPECIFICATIONS AND/OR CONTRACT DOCUMENTS SHALL TAKE PRECEDENCE OVER THE REQUIREMENTS OF THE SAID RULES ANO REGULATIONS. 8. CONTRACTOR SHALL OBTAIN PERMITS AND PAY ALL FEES ASSOCIATED WITH THE CONSTRUCTION OF THE IMPROVEMENTS. 1.03 SCOPE OF WORK A. THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS, EQUIPMENT AND TRANSPORTATION NECESSARY TO PERFORM THE WORK ON THE CONTRACT DOCUMENTS AND AS SPECIFIED HEREIN AND AS REQUIRED TO COMPLETE THE CONTRACT PROPERLY. 8. THE CONTRACTOR SHALL PROTECT THE WORK, ADJACENT PROPERTY AND THE PUBLIC, AND SHAI-L BE RESPONSIBLE FOR ANY DAMAGE, INJURY AND LOSS DUE TO HIS ACTS OR NEGI-ECT. C. THE CONTRACTOR SHALL SUBMIT UNIT COSTS TO THE OWNER FOR ADDITIONS OR DELETIONS TO THE CONTRACT DOCUMENTS. D. WORK NOT INCLUDED: N.I.C., BY OTHERS, EXISTING 1.04 SCHEDULEOFWORK A.. UPON AWARD OF THE CONTRACT A WORK SCHEDULE SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR CARRYING OUT THE WORK. UPON APPROVAL, NO MODJFICATlONS SHAU .. BE MADE TO THIS SCHEDULE: WITHOUT THE WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT, B, FINISH GRADING AND LANDSCAPE INSTALLATION SCHEDULE OF WORK SHALL BE PERFORMED DURING THOSE PERIODS WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE IN ACCORDANCE WITH LOCALLY ACCEPTED HORTICULTURAL PRACTICE, 1.05 COORDINATION A. CONTRACTOR SHALL REPORT TO THE LANDSCAPE ARCHITECT ANY DEVIATIONS BETWEEN CONSTRUCTION CONTRACT DOCUMENTS, SPECIFICATIONS, AND THE SITE. FAILURE TO DO SO PRIOR TO THE INSTAI-LATION OF THE IMPROVEMENTS AND RESULTING IN REPLACING, AND/OR RELOCATING IMPROVEMENTS, SHALL BE AT THE CONTRACTOR'S EXPENSE. B. CARE SHAI-L BE TAKEN TO COORDINATE THE WORK AT Al-L TIMES WITH OTHER CONTRACTORS WORKING IN AND ADJACENT TO THE AR!;AS IN THIS CONTRACT. THIS IS TO INSURE AN ORDERLY AND EFFICIENT INSTALLATION PROCEDURE, AND TO MINIMIZI! CONFLICTS WITH OTHER CONSTRUCTION OPERATIONS. 1.06 EXPLANATION OF CONTRACT DOCUMENTS A.. DUE TO THE SCALE OF CONTRACT DOCUMENTS, IT IS NOT POSSIBLE TO SHOW ALL OFFSETS, FITTING, OR SLEEVES WHICH MAY BE Rl"QUIREI). CAREFULLY INSPECT ALL CONDITIONS OF WORK ACCORDING TO THE ACTUAL SITE ANO PLAN INSTALLATION ACCORDINGLY FURNISHING ALL PIPE AND FITTINGS TO MEET THE SYSTEMS REQUIREMENTS. CONTRACTOR SHAI-L REPORT ANY CONFLICTS PRIOR TO BEGINNING WORK. WORK SHALL BE INSTALLED IN SUCH A MANNER AS TO AVOID CONfl.lCTS BETWEEN IRRIGATION SYSTEMS, PLANTING AND ARCHITECTURAL FEATURES. 1.07 SUBSTITUTIONS A.. NO SUBSTITUTIONS OF IRRIGATION EQUIPMENT OR OTHER CONSTRUCTION MATERIALS WILL BE PERMITTED WITHOUT THE WRITTEN PERMISSION OF THE LANDSCAPE ARCHITECT. IF IRRIGATION EQUIPMENT SUBSTITUTIONS ARE ACCEPTED AND ARE OF LESS VALUE THEN THOSE SPECIFIED, THE CONTRACT PRICE WILL BE ADJUSTED IN ACCORDANCE WITH THE PROVISIONS OF THE CONTRACT. 8. THE RIGHT TO CHANGE: THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO CHANGE THE MANUFACTURER, MODEL, AND/OR SIZES OF IRRIGATION EQUIPMENT TO BE FURNISHED, PROVIDED THAT THE COST OF SUCH EQUIPMENT CHANGES DO NOT EXCEED THE COST OF THE IRRIGATION EQUIPMENT IN THE ORIGINAL BID. THE CONTRACTOR SHALL BE NOTIFIED AND THE CHANGES CONFIRMED IN WRITING PRIOR TO THE IRRIGATION INSTALLATION OPERATION COMMENCING. CHANGES IN ANY IRRIGATION EQUIPMENT FURNISHED THAT REQUIRES A REDUCTION OR ADDITION IN COST SHALL REQUIRE AN ADJUSTMENT IN THE CONTRACT COST. 1.05 REJECTIONS A.. ANY IRRIGATION EQUIPMENT AND/OR WORK MAY BE REJECTED IF IN THE OPINION OF THE LANDSCAPE ARCHITECT SUCH DOES NOT MEET THE REQUIREMENT AND THE SPECIFICATIONS. ALL REJECTED WORK AND/OR IRRIGATION EQUIPMENT SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR AT HIS EXPENSE. REJECTED WORK SHALL BE REDONE IN A TIMELY MANNER AND APPROVED BY THE LANDSCAPE ARCHITECT. 1.09 SUBMITTALS A.. SUBSTITUTIONS: SUBMIT 3 COPIES OF CATALOG INFORMATION ON MATERIALS WHICH ARE TO BE SUBMITTED FOR SUBSTITUTION. COMPLETE MATERIAL LIST SHALL BE SUBMITTED PRIOR TO PERFORMING ANY WORK. NO SUBSTITUTION Wll-L BE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL BY THE LANDSCAPE ARCHITECT. 1. 10 RECORD CONTRACT DOCUMENTS (AS-BUILT) INFCRMATION A.. A SET OF CONTRACT DOCUMENTS SHALL BE KEPT AT THE SITE OFFICE DURING CONSTRUCTION. ALL WORK THAT IS INSTALLED SHALL BE REVIEWlaD FOR CONFORMANCE WITH THE CONTRACT DOCUMENTS. IF NEW WORK OR WORK AS SHOWN ON THE CONTRACT DOCUMENTS IS DIFFERENT, THE CONTRACTOR SHAI-L NOTE THE INSTALLATION 'RECORD DRAWINCl'. THE MARKED CONTRACT DOCUMENTS SHALL BE KEPT CURRENT AS THE WORK PROGRESSES AND SHAI-L BE AVAILABLE FOR INSPECTION BY THE LANDSCAPE ARCHITECT UPON REQUEST. AT i WEEKS PRIOR TO THE "NOTICE OF COMPLETION', THESE OR A COPY OF THE AS-BUILT CONTRACT DOCUMENTS SHALL BE DELIVERED TO THE LANDSCAPE ARCHITECT. 1 .11 DELIVERY, STORAGE, AND HANDLING A.. DELIVER, UNLOAD, STORE, AND HANDLE MATERIALS, PACKAGING, BUNPLINO, PRODUCTS, IN ORY, WEATHERPROOF, WATERPROOF CONDITION IN MANNER TO PREVENT DAMAGE, BREAKAGE, DETERIORATION, INTRUSION, IGNITION, EXCESSIVE EXPOSURE TO SUN, AND VANDALISM, DELIVER IN ORIGINAL UNOPENED PACKAGING CONTAINERS PROMINENTLY DISPLAYING MANUFACTURER NAME, VOLUME, QUANTITY, CONTENTS, INSTRUCTIONS, ANO CONFORMANCE TO LOCAL, STATE, AND FEDERAL LAW. REMOVE ANO REPLACE CRACKED, BROKEN, OR CONTAMINATED ITEMS OR ELEMENTS PREMATURELY EXPOSED TO MOISTURE, INCLEMENT WEATHER, SNOW, ICE, TEMPERATURE EXTREMES, FIRE, OR JOB SITE DAMAGI!. B. HANDLING OF PVC PIPE· EXERCISE CARE IN HANDLING, LOADING AND STORING OF PVC PIPE. ALL PVC PIPE SHALL BE TRANSPORTED IN A VEHICLE WHICH ALLOWS LENGTH OF PIPE TO LIE FLAT SO AS NOT TO SUBJECT IT TO UNDUE BENDING OR CONCENTRATED EXTERNAL LOADS. ALL SECTIONS OF PIPE THAT HAVE BEEN DENTED OR DAMAGED SHALL BE DISCARDED, AND IF INSTALLED, SHALL BE REMOVED ANO REPLACED WITH NEW PIPING. 1.12 PUBLIC SAFETY A.. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO INSURE THE SAFETY OF ALL WORKERS, PEDESTRIANS AND ADJACENT PROPERTY IN ACCORDANCE WITH CALIFORNINOSHA REQUIREMENTS. THE LANDSCAPE ARCHITECT ANO/OR CONSULTANTS DO NOT PRACTICE OR CONSULT IN THE FIELD OF SAFETY ENGINEERINCl, THE LANDSCAPE ARCHITECT DOES NOT DIRECT THE CONTRACTORS OPERATIONS AND IS NOT RESPONSIBLE FOR PERSONNEL OTHER THAN OUR OWN ON THE SIT!!. THE SAFETY OF OTHERS IS THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IF HE CONSIDERS ANY OF THE RECOMMENDED ACTIONS IN THE CONTRACT DOCUMENTS TO BE UNSAFE. B. PROTECTION OF PROPERTY: 1. PRESERVE AND PROTECT ALL TREES, PLANTS, MONUMENTS, STRUCTURES, AND PAVED AREAS FROM DAMAGJ!' DUI, TO WORK OF THIS SECTION. IN THE EVENT DAMAGE DOES OCCUR, ALL DAMAGE SHAI-L BE COMPLETELY REPAIRED OR REPLACED TO SATISFACTION OF OWNER AND PAID BY CONTRACTOR. 2. PROTECT BUILDINGS, WALKS, WALLS, AND OTHER PROPERTY FROM DAMAGE, MARK AND BARRICADE OPEN DITCHES. DAMAGE CAUSED TO ASPHALT, CONCRETE, OR OTHER BUILDING MATERIAL SURFACES SHALL BE REPAIRED OR REPLACED AT NO COST TO OWNER. RESTORE DISTURBED AREAS TO ORIGINAL CONDITIOl'I, REPLACEMENT OI' PAV/NO AND CURBS-WHERIE TRENCHES ANO LINES CROSS EXISTING ROADWAYS, PATHS, CURBING, ETC., DAMAGE TO THESE SHALL BE KEPT TO A MINIMUM AND SHALL BE RESTORED TO ORIGINAL CONDITION. ------------ ' ' i C. EXISTING TREES: 1. ALL TRENCHING OR OTHER WORK UNDER LIMB SPREAD OF ANY AND ALL EVERGREENS OR LOW BRANCHING DECIDUOUS MATERIAL SHALL BE DONE BY HAND OR BY OTHER METHODS SO AS TO PREVENT DAMAGE TO LIMBS OR BRANCHES, 2. WHERE IT IS NECESSARY TO EXCAVATE ADJACENT TO EXISTING TREES, use ALL POSSIBLE CARI, TO AVOID INJURY TO TREES AND TREE ROOTS. EXCAVATION, IN AREAS WHERE 2 INCH AND LARGER ROOTS OCCUR, SHALL BE DONE BY HANO. ROOTS 2 INCHES OR LARGER IN DIAMETER, EXCEPT DIRECTLY IN THE PATH OF PIPE OF CONDUIT, SHALL BE TUNNELED UNDER ANO SHALL BE HEAVILY WRAPPED WITH BURLAP TO PREVENT SCARRING OR EXCESSIVE DRYING. WHERE A TRENCHING MACHINE IS OPERATED CLOSE TO TREES HAVING ROOTS SMALLER THAN 2 INCHES IN DIAMETER, WALL OF TRENCH ADJACENT TO TREJ!' SHALi-BE HAND TRIMMED, MAKING CLEAN CUTS THROUGH ROOTS. ROOTS 1 INCH ANO LARGER IN DIAMETER SHALL Bl!' PAINTED WITH TWO COATS OF "TREE SEAL", TRENCHES ADJACENT TO TREES SHALL BE CLOSED WITHIN <!4 HOURS, ANO WHEN THIS IS NOT POSSIBLE, SIDE OF TRENCH ADJACENT TO TREE SHAI-L BE KEPT SHADED WITH MOISTENED BURLAP OR CANVAS. D. PROTECTION AND REPAIR OF UNDERGROUND LINES 1. REQUEST PROPER UTILITY COMPANY TO STAKE EXACT LOCATION AND DEPTH OF ALL UNDERGROUND ELECTRIC, GAS, OR TEI-EPHONE LINES. TAKE WHATEVER PRECAUTIONS ARE NECESSARY TO PROTECT THESE UNDERGROUND LINES FROM DAMAGE. IN THE EVENT DAMAGE DOES OCCUR, ALL DAMAGE SHALL BE REPAIRED BY CONTRACTOR, AND ALL COSTS OF SUCH REPAIRS SHALL BE PAID BY CONTRACTOR. 1 .13 WARRANTY/ GUARANTEE A. CONTRACTOR SHALL WARRANT MATERIALS AGAINST DEFECTS FORA PERIOD OF ONE YEAR FROM NOTICE OF COMPLETION. CONTRACTOR SHALL GUARANTEE WORKMANSHIP FOR SIMILAR PERIOD. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING MATERIAL WARRANTY ITEMS WITH MANUFACTURER/DISTRIBUTOR. 8, SETTLING OF BACKfll-LED TRENCHES WHICH MAY OCCUR DURING GUARANTEE PERIOD SHALL BE REPAIRED BY CONTRACTOR AT NO EXPENSE TO OWNER, INCI-UDING COMPLETE Ri,STORATION OF DAMAGED PROPERTY. C. EXPENSES DUE TO VANDALISM PRIOR TO NOTICE OF COMPI-ETION SHALL BE BORNE BY CONTRACTOR. 1.14 MAINTENANCE A.. FURNISH THE FOLLOWING MAINTENANCE ITEMS TO OWNER PRIOR TO NOTICE OF COMPLETION: 1. (2) SETS OF SPECIAL TOOLS REQUIRED FOR REMOVING, DISASSEMBLING, AND ADJUSTING EACH TYPE OF SPRINKLl;R HEAD AND VALVE SUPPLIED ON THIS PROJECT. 2. (2) KEYS FOR l,ACH AUTOMATIC CONTROi-i-ER, l-OCKING VALVE BOXES AND LOCKING QUICK COUPLERS, 3. (4) IRRIGATION HEADS WITH NOZZLES (OF EACH TYPE USED) FOR EVERY 100 IRRIGATION HEADS USED. 4. OPERATION MANUALS FOR CONTROLLERS AND ANY OTHER EQUIPMENT USED ON PROJECT, 5. A REDUCED KEY MAP OF THI:' SITE HIGHLIGHTING EACH VALVE CONTROL AREA WITH A DIFFERENT COLOR. THIS MAP SHALL BE LAMINATED AND SHALL FIT INSIDE OF THE CONTROI-LER BOX. PART 2.00 MATERIALS 2.01 PIPE ANO FITTINGS A.. MAIN LINES (CONSTANT PRESSURE) 2" AND LARGER SHALL BE POLYVINYL-CHLORIDE (PVC) 1120-160/20D P.S.I., CLASS 315 WITH SOLVENT WELD CONNECTIONS; 1-1/2' AND SMALLER SHALL BE PVC SCHEDULE 40. 1, SOLVENT WEU) MAIN LINE: AT CHANGES IN DIRECTION OR BRANCH MAINS, USE APPROPRIATE SCHEDULE 40 PVC FITTINGS AS APPROVED BY THE UNIFORM PLUMBING CODE. B. LATERAL LINES (NON-PRESSURE) 314" AND LARGER SHALL BE CLASS 200 PVC PLASTIC PIPE.1. SOLVENT WEL0 LATERAL LINE: AT CHANGES IN DIRECTION OR BRANCH MAINS, USE APPROf'RIATE SCHEDULE 40 PVC FITTINGS AS APPROVED BY THE UNIFORM PLUMBING CODE. C. FLEXIBLE TUBING SHAI-L BE PVC FLEXIBLE AS SPECIFIED IN CONTRACT DOCUMENTS. O. CONNECTIONS BETWEEN MAIN LINES ANO REMOTE CONTROL VALVES SHALL BE OF SCHEDULE 80 PVC (THREADED BOTH ENDS) NIPPLES AND FITTINGS. E. RISERS SHALL BE AS FOi-LOWS: SCHEDUI-E 8D PVC THREADED NIPPLES AND SCHEDULE 80 PVC ELLS AS SHOWN IN THE CONSTRUCTION DETAILS. 2.02 MISCELLANEOUS INSTALLATION MATERIALS A. SOLVENT CEMENT AND PRIMER FOR SOI-VENT WELD JOINTS SHALL BEOF MAKE AND TYPE APPROVED BY MANUFACTURER(S) OF PIPE AND FITTINGS. CEMENT SHALL BE MAINTAINED AT PROPER CONSISTENCY THROUGHOUT USE. B. PIPE JOINT COMPOUND SHALL BE NON·HARDENINCl, NON-TOXIC MATERIALS DESIGNED SPECIFICAI-L Y FOR USE ON THREADED CONNECTIONS IN WATER CARRYING PIPE. PERFORMANCE SHALL BE $AME AS TEFLON TAPE. 2.03 MISCEI-LANEOUS EQUIPMENT A.. PROVIDE ALL EQUIPMENT CALLED FOR BY THE CONTRACT DOCUMENTS. B. VALVE BOXES: 1. MANUAL VALVES, DRIP LINE BLOW-OUT STUBS, AND WIRE SPLICE BOX· AMETEK 10' CIRCULAR BOX. :Z. J/4 INCH THROUGH 2 INCH CONTROL VALVES· AMETEK 12' STANDARD BOX. 3. DRIP VALVE ASSEMBLIES-AMETEK 12" STANDARD BOX. C. ELECTRICAL CONTROL WIRING: 1. LOW VOLTAGE: D. ELECTRICAL CONTROL WIRE• AWG UF UL APPROVED NO 14 GAUGE DIRECT BURIAL COPPl;R WIRE FOR ALL CONTROL WIRES, AND NO.14 GAUGE DIRECT BURIAL COPPER WIRE FOR ALL COMMON WIRES. !. WIRE COLORS: 1, CONTROL WIRES· RED. 2. COMMON WIRES -WHITE. 3. MASTER VAL\/o WIRES-BLUE. 4. SPARE WIRES, GREEN (LABELED AT TERMINATIONS!. F. IF MULTIPLE CONTROLLl;RS ARE UTILIZED, AND WIRE PATHS OF DIFFERENT CONTROLLERS CROSS EACH OTHER, BOTH COMMON ANO CONTROL WIRES FROM EACH CONTROLLl;R SHAI-L BE DIFFERENT COLORS APPROVED BY LANDSCAPE ARCHITECT. G. CONTROL WIRE CONNECTIONS SHALL BE MADE WITH 3M DIRECT BURY SPLICE, RAIN BIRD PENTITE CONNECTORS, OR SIMILAR DRY SPLICE METHOD. 1. HIGH VOL TAGS-WIRE SIZE AND TYPE SHALL BEAS REQUIRED BY LOCAL CODES, ORDINANCES AND PROPER SIZo TO ACCOMMODATE NEEDS OF EQUIPMENT SERVICED, H. El-ECTRIC CONTROL VALVES -AS SPECIFIED IN CONTRACT DOCUMENTS. I, SPRINKLER HEADS. AS SPECIFIED IN CONTRACT DOCUMENTS. FABRICATE RISER UNITS IN ACCORDANCE WITH DETAILS IN CONTRACT DOCUMENTS· WITH RISER NIPPLES OF SAME SIZE AS RISER OPENING IN SPRINKLER BODY. J, PRESSURE GAUGE$ -SHAI-L BE AS SPECIFIED IN CONTRACT DOCUMENTS 11. STRAINER. SHALL BE AS SPECIFIED IN CONTRACT DOCUMENTS L. PRESSURE REDUCING VALVE-AS SPECIFIED IN CONTRACT DOCUMENTS. M. AUTO MA TIC CONTROLLER -AS SPECIFIED IN CONTRACT DOCUMENTS. N. BAI-L VALVES-AS SPECIFIED IN CONTRACT DOCUMENTS. 0. BACKFLOW PREVENTION DEVICE -AS SPECIFIED IN CONTRACT DOCUMENTS. PART 3.00-INSTALLATION 3.01 PREPARATION ► ,, A. SCHEDULE AND COORDINATE PLACEMENT OF MATERIALS ANO EQUIPMENT IN MANNER TO EFFECT THE EARLIEST COMPLETION OF WORK IN CONFORMANCE WITH CONSTRUCTION AND PROGRESS SCHEDULE. 3.02 LAYOUT A.. LAY OUT WORl<AS ACCURATELY AS POSSIBLE IN ACCORDANCE WITH DIAGRAMMATIC CONTRACT DOCUMENTS, WHERE CONDITIONS DO NOT PERMIT LOCATION OF PIPING, VALVES AND HEADS WHERE SHOWN, NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY ANO DETERMINE RELOCATION IN JOINT CONFERENCE. B. RUN PIPELINES AND AUTOMATIC CONTROL WIRING IN COMMON TRENCHES WHEREVER PRACTICAL. 3.03 EXCAVATING AND TRENCHING A.. INSTALL SLEEVING UNDER EXISTINCl ASPHALT PAVING AND CONCRETE WALKS, TO ACCOMMODATE PIPING ANO WIRING. B, TRENCHING-TRENCH EXCAVATION SHALL FOLLOW, AS MUCH AS POSSIBLE, LAYOUT SHOWN IN CONTRACT DOCUMENT$. DIG TRENCHES STRAIGHT AND SUPPORT PIPE CONTINUOUSLY ON BOTTOM OF TRENCH. TRENCH BOTTOM SHALL BE CLEAN AND SMOOTH WITH ALL ROCK AND ORGANIC DEBRIS REMOVED, PRESSURE SUPPLY LINE TRENCHES SHALL BE OVER-O<CAVATED AS REQUIRED TO ALLOW FOR BEDDING MATERIAL 1. CLEARANCES: A.. PIPING SMALLER THAN 3 INCHES· TRENCHES SHALL HAVE A MINIMUM WIDTH OF 7 INCHES. 8, LINE CLEARANCE• PROVIDE NOT 1-ESS THAN 6 INCHES OF CLEARANCE BETWEEN EACH LINE, AND NOT LESS THAN 12 INCHES OF Cl-EARANCE BETWEEN LINES OF OTHER TRADES. 2. PIPE AND WIRE DEPTH: A. PRESSURE SUPPi. Y PIPING· 18 INCHES FROM TOP OF PIPE TO FINISHED GRADE. B. NON-PRESSURE PIPING (POP·UP) • 12 INCHES FROM TOP OF PIPE TO FINISHED GRADE. C. CONTROL WIRING· SIDE OF PRESSURE SUPPI.Y LINE. 3. BORING WILL BE PERMITTED ONLY WHERE PIPE MUST PASS UNDER OBSTRUCTION(S) WHICH CANNOT BE REMOVED. IN BACKFll-l-lNG BORE, FINAL DENSITY OF BACKFILL SHAI-L MATCH THAT OF SURROUNDING SOIL. IT IS ACCEPTABLE TO USE SLEEVES OF SUITABLE DIAMETER INSTALLED FIRST BY JACKING OR BORING, AND PIPE LAID THROUGH SLEEVES. OBSERVE SAME PRECAUTIONS AS THOUGH PIPE WERE INSTALLED IN OPEN TRENCH. 3.04 ASSEMBLING PIPELINES A.. Al-L PIPE SHALL BE ASSEMBLED FREE FROM DIRT ANO PIPE SCALE. FIELD CUT ENDS SHALL BE REAMED ONLY TO FULL DIAMETER WITH ROUGH EDGES AND BURRS REMOVED. 8. SOLVENT WELD JOINT: EACH INSTAI-LER SHALL BE PROPERLY TRAINED IN TECHNIQUES FOR MAKING CORRECT JOINTS PRIOR TO PERFORMING WORK ON THE SITE: 1. PREPARE JOINT BY FIRST MAKING SURE THE PIPE END IS SQUARE, THEN DEBURRING THE PIPE END AND CLEANING PIPE AND FITTING OF DIRT, DUST AND MOISTURE. 2, SNAKE PIPE IN TRENCH AS MUCH AS POSSIBLE TO ALLOW FOR EXPANSION AND CONTRACTION. 3, DRY-INSERT PIPE INTO FITTING TO CHECK FOR MIS-SIZING, PIPE SHOUI-D ENTER FITTING 1/3 TO 213 DEPTH OF SOCKET. 4. LAY PIPE AND MAKE ALL PLASTIC TO PLASTIC JOINTS IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 5, SOLVENT WELD JOINTS SHAI-L BE MADE BY PROCESS AND MATERIALS AS RECOMMENDED BY THE MANUFACTURER. 6. CURE JOINT A MINIMUM OF THIRTY (30) MINUTES BEFORE HANDLING AND AT LEAST (24) HOURS BEFORE ALLOWING WATER IN THE PIPE. C. THREADED JOINT: 1. FIELD THREADING OF PLASTIC PIPE OR FITTINGS IS NOT PERMITTED. FACTORY- FORMED THREADS ONLY Wll-L BE PERMITTED. 2. FACTORY-MADE NIPPLES SHALL BE USED WHEREVER POSSIBLE. FIELD-CUT THREADS IN METALLIC PIPE WILL BE PERMITTED ONLY WHERE ABSOI-UTELY NECESSARY, WHEN FIEI-D THREADING, CUT THREADS ACCURATEI-Y ON AXIS WITH SHARF DIES. 3. ALL THREADED JOINTS SHALL BE MADE UP WITH PIPE JOINT COMPOUND. APPLY COMPOUND TO MAI-E THREADS ONLY. 4. WHERE ASSEMBLING METALLIC PIPE TO METALLIC FITTING OR VALVE, NO MORE THAN THREE (3) FULL THREADS SHALL BE VISIBLE WHEN JOINT IS MADE UP. 5. WHERE ASSEMBLING SOFT METAL(BRASSORCOPPER)ORPLASTICPIPE, USE STRAP TYPE FRICTION WRENCH ONLY; DO NOT USE METAL-JAWED WRENCH. D. CAP OR PLUG OPENINGS AS PIPELINE IS ASSEMBLED TO PREVENT ENTRANCE OF DIRT OBSTRUCTION. REMOVE CAPS OR PLUGS ONLY WHEN NECESSARY TO CONTINUE ASSEMBLY, E. WHERE PIPES OR CONTROL WIRES PASS THROUGH SLEEVES, PROVIDE REMOVABLE NON-DECAYING PLUG AT ENDS OF SLEEVE TO PREVENT ENTRANCE OF EARTH. 3.05 REMOTE CONTROL VALVES A.. INST ALL WHERE SHOWN IN CONTRACT DOCUMENTS AND GROUP TOGETHER WHERE PRACTICAL. LIMIT ONE REMOTE CONTROL VALVE PER BOX. 8, LOCATE VALVE BOXES 12" FROM AND PERPENDICULAR TO WALK EDGES, BUILDINGS AND WALLS, PROVIDE 6" BETWEEN VALVE BOXES WHERE VALVES ARE GROUPED TOGETHER. C. THOROUGHLY FLUSH MAIN LINE BEFORE INSTALLING VALVE. 0. INSTALL IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. E. LABEL CONTROL LINE WIRE AT EACH VALVE WITH A2 1/4'' X2 3/4" POLYURETHANE ID. TAG, INDICATING IDENTIFICATION NUMBER OF VALVE (CONTROLLER AND STATION NUMBER). ATTACH LABEL TO CONTROL WIRE AND LOCATE INSIDE VALVE ~OX. INSTALL VALVE BOXES FLUSH WITH GRADE IN LAWN AREAS AND 2' ABOVE GRADE IN SHRUB AREAS. 3.DB AUTOMATIC CONTROL WIRING A.. RUN WIRING ALONG PRESSURIZED MAINLINES WHEREVER PRACTICAL. TIE WIRES IN BUNDLES WITH PIPE WRAPPING TAPE AT 10' INTERVALS AND ALLOW SLACK FOR CONTRACTION BETWEEN STRAPPING. B. LOOP A MINIMUM OF THREE (3) FEET OF EXTRA WIRE IN EACH VALVE BOX; BOTH CONTROL WIRE AND GROUND WIRE, C. CONNl=CTIONS SHAU. BE MADE BY CRIMPING BARE WIRES WITH BRASS CONNECTORS AND SEALING WITH EPOXY RESIN SEALER PACKS. D. SPLICING WILL NOT BE PERMITTED BETWEEN VALVES AND CONTROLLER. E. WHERE CONTROL LINES PASS UNDER PAVING, THEY SHALL PASS THROUGH SCHEDULE 40 ELECTRICAL PVC CONDUIT. F. (INST ALL ALL CONTROL WIRE SPLICES NOT OCCURRING AT CONTROL VAL VE IN A SEPARATE SPLICE VALVE BOX.) NOT APPLICABLE TO THIS CONTRACT-OMIT G. INSTALL ONE CONTROL WIRE FOR EACH CONTROL VALVE. H. RUN (1) SPARE, N0.14 GAUGE WIRE FROM CONTROLLER PEDESTAL TO EACH ELECTRIC CONTROL VALVE MANIFOLD ON EACH AND EVERY LEG OF PRESSURE SUPPLY LINE. I. LABEL SPARE WIRES AT CONTROI-LER AND WIRE STUB BOX. 3,D7 AUTOMATIC CONTROi-LEi{ A. PROVIDI! AND INSTALL AUTOMATIC IRRIGATION CONTROLI-ER IN APPROXIMATE LOCATIONS SHOWN IN CONTRACT DOCUMENTS. VERIFY THE EXACT LOCATION ON THE SITE WITH THE LANDSCAPE ARCHITECT, PROVIDE CONDUIT AND WIRE AND CONNECT TO 120 VOLT SWITCH (POWER BY OTHERS) ACCESSIBLE TO CONTROI-LER FOR EASE OF MAINTENANCE. a CONNECT CONTROL LINES TO CONTROLLER IN SEQUENTIAL ARRANGEMENT ACCORDING TO ASSIGNED IDENTIFICATION NUMBER OF VALVE. EACH CONTROL LINE WIRE SHALL BE LABELED AT CONTROLLER WITH A PERMANENT NON-FADING LABEL INDICATING STATION NUMBER OF VALVE CONTROLLED, ATTACH LABEL TO CONTROL WIRE, 3.D6 BACKFILLING A.. BACKFILLING-DO NOT BEGIN BACKFILLING OPERATIONS UNTIL REQUIRED SYSTEM TESTS HAVE BEEN COMPLETED, LEAVE TRENCHES SLIGHTLY MOUNDED TO Al-LOW FOR SETTLEMENT AFTER BACKFILLING IS COMPLETED. TRENCHES SHALL BE FINISH GRADED PRIOR TO WALK-THROUGH OF SYSTEM BY LANDSCAPE ARCHITECT. 1. MATERIALS -EXCAVATED MATERIAL IS GENERAi-LY CONSIDERED SATISFACTORY FOR BACKFILL PURPOSES AFTER COMPI-ETING BEDDING REQUIREMENTS, BACKFILL MATERIAL SHALL BE FREE OF RUBBISH, VEGETABLE MATTER, FROZEN MATERIALS, AND STONES LARGER THAT 2 INCHES IN MAXIMUM DIMENSION. DO NOT MIX SUBSOIL WITH TOPSOIL. MATERIAL NOT SUITABLE FOR BACKFILL SHALL BE HAULED AWAY. CONTRACTOR SHALL PROVIDE SUITABLE BACKFII-L IF EXCAVATED MATERIAL IS UNACCEPTABLE OR NOT OF SUFFICIENT AMOUNT TO MEET BACKFILL, COMPACTION, AND FINAL GRADE REQUIREMENTS. 2. OPEN EXCAVATIONS SHALL BE PROTECTED IN ACCORDANCE WITH OSHA REGULATIONS. 3. COMPACT BACKFILL TO 90% MAXIMUM DENSITY IN 6" LIFTS, DETERMINED IN ACCORDANCE WITH ASTM 0155-7 UTILIZING THE FOLLOWING METHODS: B. MECHANICAL TAMPING. C. PUDDLING OR PONDING. PUDDLING OR PONDING AND/OR JETTING IS PROHIBITED WITHIN 10'-0"0F BUILDING OR FOUNDATION WALI-S. 11AS BUILT11 RCE ____ _ EXP. REVIEWED BY: INSPECTOR DATE DATE D. PIPING UNDER PAVIN<l!•· • ,,., 1. PROVIDE FOR A MINIMUM COVER OF 36 INCHES BETWEEN THE TOP OF THE PIPE AND THE BOTTOM OF THE AGGREGATE BASE FOR ALL PRESSURE AND NON PRESSURE PIPING INSTALLED UNDER ASPHALTIC CONCRETE OR CONCRETE PAVING. 2. PIPING LOCATED UNDER AREAS WHERE ASPHALT OR CONCRETE PAVING WILL BE INSTALLED SHALL BE BEDDED WITH CONSTRUCTION GRADE SANO OR SQUEEGEE (A LAYER 6 INCHES BELOW PIPE AND 4 INCHES ABOVE PIPE), 3. COMPACT BACKFII-L MATERIAL IN 6 INCH LIFTS AT 95% MAXIMUM DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557 USING MANUAL OR MECHANICAL TAMPING DEVICES. 4. CONTROLLER WIRES LOCATED UNDER STREETS OR OTHER PERMANENT IMPROVEMENTS SHAI-L BE INSTALLED IN THE SEPARATE PVC CORRESPONDINCl TO THE TYPE DEPTH SPECIFIED ABOVE. 5. SET IN PLACE, CAP, AND PRESSURE TEST ALL PIPING UNDER PAVING, IN PRESENCE OF OWNER PRIOR TO BACKFILLING AND PAVING OPERATIONS. 6. PIPING UNDER EXISTING WALKS OR CONCRETE PAVEMENT SHALL BE DONE BY JACKI NO, BORINCl, OR HYDRAULIC DRIVING, BUT WHERE CUTTING OR BREAKING OF WALKS AND/OR CONCRETE IS NECESSARY, IT SHALL BE DONE AND REPLACED AT NO COST TO OWNER. OBTAIN PERMISSION AND PRIOR APPROVAL TO CUT OR BREAK WALKS AND/OR CONCRETE FROM OWNER. 3.09 SPRINKLER HEADS A.. THOROUGHLY FLUSH LINES BEFORE INSTALLING HEADS. B. LOCATE HEADS AS SHOWN IN THE CONTRACT DOCUMENTS AND DETAILS AND NO CLOSER THAN 12" TO BUILDINGS, C. ADJUST SPRINKLER HEADS FOR PROPER DISTRIBUTION AND TRIM NOT TO SPRAY ONTO WALKS, BUILDINGS., ETC .. D. ADJUST PART CIRCLE HEADS FOR PROPER COVERAGE. PLANT PLACEMENT SHALL NOT INTERFERE WITH INTENDED SPRINKLER HEAD COVERAGE, PIPING, OR OTHER EQUIPMENT. CONSULTANT MAY REQUEST NOZZLE CHANGES OR ADJUSTMENTS WITHOUT ADDITIONAL COSTS TO THE OWNER 3.10 TESTS A.. NOTIFY LANDSCAPE ARCHITECT AT LEAST 48 HOURS IN ADVANCE OF TESTING. B. PERFORM TESTING AT CONTRACTORS OWN EXPENSE. C. CENTER LOAD PIPING WITH SMALL AMOUNT OF BACKFILL TO PREVENT ARCHING OR SLIPPING UNDER PRESSURE. NO FITTING SHALL BE COVERED. D. FLUSHINCl • AFTER PIPING, RISERS, AND VALVES ARE IN PLACE AND CONNECTED, BUT PRIOR TO INSTALLATION OF SPRINKLER HEADS, THOROUGHLY FLUSH PIPING SYSTEM UNDER FUI-L HEAD OF WATER PRESSURE FROM DEAD END FITTINGS. MAINTAIN Fl-USHING FOR 5 MINUTES THROUGH FURTHERMOST VALVES. CAf' RISERS AFTER ~LUS~Wf,:y THE FOLLOWING TESTS AFTER SOLVENT WELD PLASTIC PIPE JOINTS HAVE CURED AT LEAST 24 HOURS. F. TESTING. CONDUCT TESTS IN PRESENCE OF LANDSCAPE ARCHITECT. ARRANGE FOR PRESENCE OF LANDSCAPE ARCHITECT 48 HOURS IN ADVANCE OF TESTING. SUPPLY FORCE PUMP AND ALL OTHER TEST EQUIPMENT. 1. AFTER BACKFILLING, AND INSTALLATION OF ALL CONTROL VALVES, Fll-L IN PRESENCE OF LANDSCAPE ARCHITECT WITH WATER, ANO PRESSURIZE TO 40 P.S.I. OVER THE DESIGNATED STATIC PRESSURE OR 125 P.S.I., WHICHEVER IS GREATER, FOR A PERIOD OF 6 HOURS, 2. LEAKAGE, PRESSURE LOSS-TEST IS ACCEPTABLE IF NO LEAKAGE OR LOSS OF PRESSURE IS l=VIDENT DURING TEST PERIOD. 3. LEAKS -DETECT AND REPAIR I-EAKS. 4. RETEST SYSTEM UNTIL TEST PRESSURE CAN BE MAINTAINED FOR DURATION OF TEST. 5. TEST REMOTELY CONTROLLED LATERAL LINES WITH WATER AT 100P.S.I. FCR2 HOURS AND VISUALLY INSPECT FOR LEAKS. RETEST AFTER CORRECTING DEFECTS. 3.11 ADJUSTING A.. UPON COMPLETION OF INSTAI-LATION, "FINE-TUNE" ENTIRE SYSTEM BY REGULATING VALVES, ADJUSTING PATTERNS ANO BREAK-UP ARMS/SCREWS, AND SETTING PRESSURE REDUCING VALVES AT PROPER PRESSURE TO PROVIDE OPTIMUM AND EFFICIENT COVERAGE. FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, ROADWAYS, AND BUILDINGS. HEADS OF THE SAME TYPE SHALL BE OPERATING AT SAME PRESSURE. 8. IF IT IS DETERMINED THAT IRRIGATION ADJUSTMENTS WILL PROVIDE PROPER AND MORE ADEQUATE COVERAGE, MAKE SUCH ADJUSTMENTS PRIOR TO NOTICE OF COMPI-ETION, AT NO ADDITIONAL COST TO OWNER, ADJUSTMENTS MAY ALSO INCLUDE CHANGES IN NOZZLE SIZES, DEGREES OF ARC, AND CONTROL VALVE THROTTUNG. C. Al-L SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE UNLESS OTHERWISE DESIGNATED. D. AREAS WHICH DO NOT CONFORM TO DESIGNATED OPERATION REQUIREMENTS DUE TO UNAUTHORIZED CHANGES OR POOR INSTALLATION PRACTICES SHALL BE IMMEDIATELY CORRECTED AT NO ADDITIONAL COST TO THE OWNER, 3.12 CLEANING A.. MAINTAIN CONTINUOUS CLEANING OPERATION THROUGHOUT WORK. DISPOSE OF, OFF-SITE AT LEGAL DISPOSAL SITE AND AT NO ADDITIONAL COST TO OWNER, Al-L TRASH OR DEBRIS GENERATED BY INSTALLATION OF IRRIGATION SYSTEM. -END OF SECTION- SDG PROJECT NO: 04-302 PLT DATe: JULY 6, 2008 l " ., ., . I ! i :_! •I·.· ;!1 ;l1 ,, I I i l : ·i J . I 'i ' ;( ' :-! ' i ' ,i ' !·: ,. 'f ' I ' ' ;; SCHMIDT DESIGN GROUP, INC, .I REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, PLANNING DEPARTMENT AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. BALANCING ARTISTIC EXPRESSION JN .DESICiN ;' WITH ENVIRONMENT~L SENSITIVITV' 2655 Fourth Avenue, San Diego, CA 92103 telephone {619) 236-1462 facsimile {619} 236-8792 www.schm1dtdesign.com , Lie. CA 2138, NV 2191 AZ 34139 ' ,t ,< ' . • . ' -i 1-3.1 , APPROVED FOR PLANTING AND ··1 : IRRIGATION ONLY, INCLUDING PRECISE LOCATION·.· ! OF PLANTING AREAS • : ' =t j 3\TI CITY OF CARLSBAD PLANNING Dfof'ARTMENT IRRIGATION SPECIFICATION$ . :; SHEEZJT i ! :1 ! i ,J l VILLAGES OF LA COSTA OAKS 3.6 1 I AFFORDABLE SITE (HUNTER'S POINTE) 1 ! 1j ; a-,,, ----t----j-------------t-----.1-:LAN-PR-:~+-?ill~?c:~LlA~oct~---~!~~ 11 DRAWINGNq. ! 434~1Lj ! DATE BY DESCRIPTION APP'D REVISIONS DWN BY: JJ KC _El:l CHKD SY: J~J ___ 1 RVWD BY: JJ PROJECT NO. SDP 04-13 ' I , ' ' i l I ' I I I ! I l I Ill '1 , ml lli!H Ii ' I I I , ""'' ll .--------------------------------------------.---------------------------------------, .I J PLANTING LEGEND TREES SYMBOL /f • • •• • SCIENTIFIC NAME V • Alnus rhombifolia 2 7,'----::;~~~-l Cassia leptophyla /' ~ I 1---Koelreteria paniculata Koelreteria paniculata I-------Lagerstromia indica COMMON NAME White Alder Golden Medallion Trea Goldenrain Tree Goldenrain Tree Crape Myrtle QNTY 37 24 41 25 ~ 17 ~~~~'"~ '---"''--"''~l/'---"'---"'"-i-e'!'!" * L Pittosporum undulatum Victorian Box 35 • V 1-----Quercus ilex Holly Oak 76 SIZE 24• Bqx; Standard 24' Box; Standard 15 Gal.; Standard 24" 80,c; Standard used in parking lot V 15 Gal.; Standard 15 Gal.; Standard 24' Box; Standard V DETAIL B,C/P-2.1 ";." B,C/P-2.1 B,C/P-2.1 "' B,C/P-2.1 ~ B,C/P-2.1 B,C/P-2.1 ..__"".,,~~'-• ✓''-~• ·_;, B~~.~--1s;:~cr1l!Pi'.'l-/:'.;. r· Standard . ' ' ' • ,, ' • • ii Raphiolepis 'Majestic Beauty' ., Tipuana tipu Agonis fexuosa Plnus torreyana Pinus eldarica , r , Platanus racernosa + -Populus fremonUI ~ // Populus nigra 'Italia' ~~ ~ '::,,, '-1/ ./ Quercus agrifolla ~~ . • I •• • >-Schinus molle NCN Tipu Tree Peppennint Tree Torrey Pine Mondale Pine California Sycamore Western Cottonwood Lombardy Poplar Coast Live Oak California Pepper Tree 30 ,,.. ' , .( 24' Box; Standard -~ .... IV ·-.. 13 26 24 22 19 55 21 31 14 24" Box; Standard 24" Box; Standard 24" Box; Standard 15 Gal.; Standard 15 Gal.; Standard 15 Gal.; Standard 15 Gal.; Standard 24" Box; Standard 24" Box; Standard MISCELLANEOUS n-11 I l 11 ~~ 1'.~J ROOT BARRIER, MODEL #UB 24-2 BY DEEPROOT (800) 458-7668 • SEE DETAIL B SHEET LD-1 (TO BE INSTALLED WHERE TREE LOCATION IS WITHIN 5' Of HARDSCAPE. ROOT BARRIER SHALL BE INSTALLED PARALLEL TO HARDSCAPE SURFACE FOR A DISTANCE OF 10' FROM THE CENTER LINE OF THE TREE TRUNK IN BOTH DIRECTIONS, OR AS INDICATED ON PLAN. NOTE: GAZANIA 'MITSUWA YELLOW' TO BE PLANTED IN ALL MEDIANS UNDER SHRUB MATERIAL. PLANTING BY OTHERS IN AREA FROM SIDEWALK TO WALL OR MOW CURB SEE FOLLOWING CITY DRAWING NUMBERS FOR PLANTING: 429-7D FOR AVENIDA SOLEDAD 397-1F FOR RANCHO SANTA FE ROAD 392-9C FOR SAN ELIJO ROAD B,C/P-2.1 I B,C/P-2.1 B,C/P-2.1 B,C/P-2.1 B,C/P-2.1 B,C/P·2.1 B.C/P-2.1 B,C/P-2.1 B,CIP-2.1 SHRUBS r Acacia redolens Ag'!J.'anlhus afric.f1US /\,,. Arclostaphylos 'Emerald Carpet' Art@mlsia californjca ... ... . Baccharis pilularis /V',W\A Bougainvillea ·san Diego Red' ® 0 ffi Buxus microphylla japonica Calliandra haematocephala .-' ... ran C . . Ceanothus 'Frosty Blue' Cistus purpureus rel --~s (±) Coprosma repens 'kirkir ' . . . :,;;,;-,.'f. ,_/ . ... ... • ~ Prostrate acacia Manzanita C~hfornia S~gebrush :-, .... ~ ~ Coyote Brush Bougainvillea Japanese boxwood Ji; Pink powder puff California Lilac 0 Rock Mirror Plant Variegated Coprosma QN!§.,,r'----"~.§gj:a:E=---__,~TAIL"" ·"" 147 5 GAL. D,E.F/P-2.1 ...,◄ .... 5'O.C. 4'O.C. 7 210 225 260 23l--'- 359 424 1 GAL F,G/P-2.1 --. - 5GAL D,E,F/P-2.1. 1 GAL F,G/P-2.1 15 GAL. H/P-2.1 5 GAL. D.E,F/P-2.1 5 GAL D,E,F/P-2.1 .., J'-'AL 5GAL 5GAL. ' <.,AL. 5GAL • I I " .J ·' D,E,F/P-2.1 D,E,F/P-2:Ji D,c.r,r-2.1 D,E.F/P-2.1 ·-· ~------------i------.----i------i------()ti -----------' ~C~e~· 6-@) Dietes vegeta lus / . ~ Cot ~ 404 J D~1 Fortnight Lily 696 1 GAL D,E,F/P-2.1 I Go Erlogonum parvifollum t, ......... , E~io'ffl'& 1rubra~ ~t'heat .......-'-..,..,,-~• .... ~ •. --2__,?Y'-. 1 GAL. ~ D,E,FIP-2 l,i 'll5callonia ,,. ... "'-...,,,._•;;~;;;;.,;,,--" TD"""'E-,F-/P;;;-72~.1"- 3 .. -~,,. ...,. -., , ·:-• Escholzia californica . . -. California Poppy 207 . 1 GAL D,E,F/P-2 . ., , --~ ........... _,✓-----~..., ~ Gazania 'Mitsuwa r e11ow' Gazama -12' o.c. FLATS F,G/P-2.1 "'-,/- Evergreen Daylily-Oranga, Yellow & Red 18" O,C. -' :c -~;11<, 1 GAL F,G/P-2.1 & () ~teromeles ~uUfolia • Toyon "Y .,, 124. 5 GAL. D~E,FIP-2.1 t :· ---~ J~~n~ 'Blu~a~'-. .. ---..., ::ore Juni;.;' .._"11-i,...,;,;;;;;;;..;,,,;,'--''°-"'""-=...,._,.. r~-....;;;~91~• ...... iii;~"'1~GA ... .._L•. _;;;l,aD7,E:_'~--F/iiiP _,._2_,.1,- DEffl ~ Lantana montevldensls 'sunburst' Lantana_, @ Leptospermum scopartum 'Pink Pearl' ...-----------·-------- New Zealand Tea Tree (0 Ligustrum texanum Waxleaf Prtvel , ,.. I!,,-...,.. . . . Arroyo Luplna ,,,*x.:---✓-•....._..----_--1.,~_ . 0 . . Muhlenbergia rlgens Deer Grass . 0 Myrtus communis 'Comp~£ta' Dwarf Myrtle @ Nandina domestica 'Gulf Stream' Heavenly Bamboo ~ Pelargonlum peltalum Ivy Geranium * Pennisetum selaceum 'cupreum' Fountain Grass ' 0 Phormium tenax 'atropurpureum' Bronze Flax f'1",f"i""'ol._Ph~ _,,..-..,_.,.....--.... ~..---..1,t:Red Leafed Photinia " 24• o.c.f 1 GAL ,~ { -------------•...--- 76 5GAL 16 342 1 GAL . ~ 56 1 GAL. 25 1 GAL. 127 5GAL. 12"O.C. FLATS 294 1 GAL. 459 1 GAL. 70 5 GAL. F,G/P-2.1 . D,E,F/P-2.1 :•"· D,E,F/P-2.1 -FfP-' 1 D.E,F/P-2.1] D,E,F/P-2.1 D,E,F/P-2.1 D,E,F/P-2.1 F,GIP-2.1 D,E,F/P-2.1 D,E,F/P-2.1 D E,F/P-2.1 214. 5 GAL. D,E,~/P-2i~ ✓~:::l;7411iiii;~;o....__,;- 121 5 GAL. D,E,F/P-2.1 ~-~•)) Rhaphioleni• indica ln~ian :,a\vthor: ~ 015 • 5 GAL ~ ~ Rhus inlegrifolia" Lemonade Berry 76 5 GAL -ri E,F/P-2.1 . ' D,E,F/P-2.1 t ~ .toe • U.l"l'llii ___ ,,..., :...._ ,....._ -F.,, m.:, ,1 .. ... _ G~ .... --"~ t{) Rosmarlnus officl,n~:a:;11~•~~ ...... ..--...,,._..--..i..,:· Rosemary I\. ~ r nomn tjlue ...... ._.. -~ L ( I '\ Rornneya coulteri Matilija Poppy • '-.\J../ .... .... -... .. <GAL. " c ,F/P-2.1 . 146 . 5GAL. D,E,F/P-2.1 ~ Salvia leucophylla ,44 o GAL u,E,F • .1 0-Sisyrinchlum bellum Blue-eyed Grass 15' o.c. 1 GAL. F.G/P-2.1 (~ Strelitzia nicolal Giant Bird of Paradise 74 15 GAL. D,E,F/P-2.1 0 Tecomi;Jria capensis Cape Honeysuckle 219 1 GAL D,E,F/P-2.1 ~ Trachelospermum jasminoides Star Jasmine 18" o.c. 1 GAL. F,G/P-2.1 [S} Turf Tall Fescue SOD NIA H/P-2.1 ROTECTI ~,:_A~D\!t.;'.DIIT:-;'.10:::N:A:-L ~PLA~N,;;:T;;:IN;;:;G:--.~,,.__--... ..,,. ,,--,~ 8 © Agave attenuata Nova' 0 Aloe arborescens ([D Ceanothus 'Concha' €9 Rosmarinus 'Tuscan Blue' , ~ Cistus salvifolius ' I Blue Fox Tail Agave Torch Aloe California Mountain Lilac Rosemary Sageleaf Rockrosa I I "" ..., ' 25 5 GAL. H/P-2.1 36 5 GAL. H/P-2.1 17 5GAL. D,E.F/P-2.1 1 25 5GAL. D,E.F/P-2.1 30"O.C. FLATS F,G/P-2.1 '---'-.,_.,.,'-.,_.,.,'---''---''---'~'---''---''-..,./'--✓''--"""" NOTE: CONTRACTOR TO PROVIDE ROSEMARINUS OFFICINALIS 'TRAILING BLUE' FLA TS ON VERDURA WALL IN EVERY CELL, EVERY OTHER COURSE VERTICALLY. REFER TO PLANTING PLAN FOR HEIGHT AND LENGTH OF WALL SLOPE EROSION CONTROL WILDFLOWER HYDROSEED MIX (PROVIDE ON ALL SLOPES) SPECIES SEED MIXTURE ACHILLEA MILLEFOLIUM I WHITE YARROW COLLINSlA HETEROPHYLLA / CHINESE HOUSES ESCHSCHOLZIA CALIFORNICA I CALIFORNIA POPPY GILLIA CAPITA TA I BALI GILIA LA YIA PLA TYGLOSSA / TIDY TIPS UNUM LEWISII I FLAX LUPINUS HIRSUTISSIMUS I STINGING LUPINE MIMULUS GUTTATUS I MONKEY FLOWER NEMOPHILLA MENZEISII / BABY BLUE EYES PENSTEMON CENTRANTHIFOLIUS / SCARLET BUGLER PENSTEMON SPECTABILIS I SHOWY PENSTEMON SISYRINCHIUM BELLUM / BLUE-EYED GRASS 'SALVIA LEUCOPHYLLA/ PURPLE SAGE TOTAL t ' -~ %PURITY/ %GERMINATION 98/70 98/90 98/75 , 98/75 80/75 . 98/75 98/60 10/60 98/85 90/65 95/75 95/75 95/75 .KILOGRAM PER ACRE .9 1.4 1.4 .9 ,9 .45 9 .9 1.6 .9 ., 1.4 1.8 ,9 14.55 ~NORTH ~ 0 10 20 40 SDG PROJECT NO: 04-302 SCALE: 1 ",.,,20' -0" PL.T DATE: OCTOBEf,123, 2007 SCHMIDT DESIGN GROUP, INO. BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY' 2655 Fourth Avenue, San Diego, CA 9,103 telephone {619} 236-1462 facsimile {619} 236-8792 www.schmidtdesign.com Lie. CA ~1581 NV 2.19, AZ 34139 PL-1.0 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS ,.,,,, ~~~"'-"' ....... "-A_S_B_U_IL_T_"-----.--REV-IS-,o-NS_M_U_ST_B_E_AP_P_R_OV_E_D-BY_P_U-BL-IC_H_EAL_TH_E_N_G_IN-EE-R,---t::I =~==~=:,=_c=--=1-TY=--=--=--=0--=-F=--=--c=--=A--=-R=--=L--=s--=-s=--=A--=-o=---=:~====.::::11 PLANNING DEPARTMENT AND DISTRICT ENGINEER PRIOR TO " PLANNING DEPARTh1ENT IMPLEMENTATION IN FIELD. 94}2<± 7/z~Br DATE EXP. DfE./'f• CJ't REVIEWED BY; INSPECTOR 08/07/07 JJ &ADDITIONAL LANDSCAPE AREA ADDED 08/14/07 JJ ~ADJUSTMENTS OF LANDSCAPE FOR PATH OF TRAVEL 10/23/07 JJ A ADDITIONAL SHRUB PLANTING ON DISTURBED SLOPE -------------------+--- PLANTING LEGEND VILLAGES OF LA COSTA OAKS 3.6 AFFORDABLE SITE (HUNTER'S POINTE) ~f---+---------+--------i I APPµ.,{ g. ~it . PLANNING DATE BY DESCRIPTION REVISIONS APPO DWN BY: JJ KC EH CHKD BY: J_J __ RVWDBY· J,I PROJECT NO. DRAWING NO. SOP 04-13 434-1L "•' ;!,• ' , L:i ' ' I :l ;, I i:il ) ' 1:1 1 ' I, di ) !'1! ' ill ' :,i ' ', • J:. ~ I -r fi ' I PLANTING NOTES: FLATS ON PLANTING BY OTHERS FROM _,...__ SIDEWALK TO CURS -~ '~~ SEE CITY DRAWING 392-9C FOR SAN -~ ELIJOROAD II IJ!li :1 -~~ I I I I I ' I I I 1.,, .,"'0, I I ' I I I I ·1; I I ! I l , l I 11 I 11 I.,( I' I I I l 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 " 1, CONTRACTOR SHALL REVIEW PLANTING SPECIFICATIONS BEFORE BEGINNING WORK. 0 2. CONTRACTOR SHALL REVIEW PLANTING INSTALLATION DETAILS PRIOR TO BEGINNING WORK. 3. CONTRACTOR SHALL VISIT SITE AND BECOME FAMILIAR WITH CONDITIONS UNDER WHICH WORK SHALL BE DON!; PRIOR TO BIDDING. 4. ALL WORK WILL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF CARLSBAD, OR THE OTHER GOVERNING AGENCIES AND THE TECHNICAL SPECIFICATIONS FOR THE PROJECT. COMPI. Y WITH APPENDIX F.2-1 RE: FIRE SUPPRESSION ZONES AND COMPLY WITH SECTION IV.E SLOPE REVEGETATION/EROSION CONTROL REQUIREMENTS. \-" 5. CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES IN THE EXISTING CONDITIONS OR WITHIN THE PLANS PRIOR TO BEGINNING WORK. 6. FINISHED GRADES SHALL BE SMOOTHED TO ELIMINATE PUDDLING OR STANDING WATER. CONTRACTOR SHAU. MAINTAIN A MINIMUM .f.l. DRAINAGE AWAY FROM BUILDINGS AND PAVING INTO DRAINAGE STRUCTURES OR TO STREET (SEE ENGINEERS GRADING AND DRAINAGE PLAN). CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE IMMEDIATELY OF ANY CONFLICTS IN MAINTAINING DRAINAGE. 7. OWNER"$ REPRESENTATIVE SHALL APPROVE ALL FINISH GRADING PRIOR TO PLACEMENT OF ANY PLANT MATERIAL. ,.. 8. CONTRACTOR SHALL IMMEDIATELY, UPON THE AWARD OF THE CONTRACT, ORDER, LOCATE ANO PURCHASE (OR HAVE HELD) ALL PLANT MATE:RIAL REQUIRED BY THESE PLANS AND SPECIFICATIONS. 9. CONTRACTOR SHALL NOTIFY THE PROJECT LANDSCAPE ARCHITECT AND OWNER'S REPRESENTATIVE FOR OBSERVATION AT THE FOLLOWING TIMES: ·•PRE-CONSTRUCTION MEETING --MAINLINE· PRIOR TO BACKFILL AND PRESSURE TEST --LATERAL LINES • PRIOR TO BACKFILL --CONTROL WIRES -PRIOR TO BACKFILL -TREE LOCATIONS •.PRIOR TO PLANTING --IRRIGATION COVERAGE· PRIOR TO PLANT PLACEMENT --PLANT APPRCVAL ANO SPOTTING PRIOR TO PLANTING --PRE-MAINTENANCE APPROVAL --POST-MAINTENANCE/FINAL APPROVAL. ~ .. i" sf>P 10. THE CONTRACTOR SHALL BE HELO RESPONSIBLE FOR ANY REPAIRS MADE NECESSARY THROUGH THE ACTIONS OR NEGLIGENCE OF HIS EMPLOYEES ANO SUBCONTRACTORS. CONTRACTOR TO PROVIDE ROSEMARINUS OFFICINALIS 'TRAILING BLUE' FLATS ON VERDURA WALL IN EVERY COURSE VERTICALLY. ! PROPOSED BUILDING PAD4 12. SHRUS ANO GROUNDCOVER MASS QUANTITIES ARE SHOWN ON PLANS. UNDERPLANT ALL TREES WITH THE ADJACENT SHRUB ANDI OR GROUNDCOVER AS INDICATED BY THE PLANS. PLANTS SHALL BE INSTALLED WITH TRIANGULAR_SPACING, PL(\NT GROUNDCOVERS TO WITHIN 12" OF TREE OR SHRUS STEMS. . ,,,-'->. ··.,_,,, 13. PLA~'fsYMBOLS TAKE PRECEDENCE OVl:R PLANT QUANTITIES SPECIFIED. WH;t;~•sHRUB SYMBOLS ARE MASSED, ~ONTRACTOR SHALL MAINTAIN A CONSISTENT ON CENTER, TRIANGULAR SPACING AS SPECtF,I_ED IN LEGEND. CONTRACTOR SHALL VERIFY PLANT TOTAL~ FOR BID PURPOSES. , ' "' \ .. "tr .. 14' .t.LL ROCKS ANO DEBRIS TWO INCH (2") ANO LARGER SHALL BE.REMOVED FROM PLANTING AREAS AND THl:N FROM THE SITE TO ALE~ . .. SITE OF DISPOSA~. WHERE THE GRASS IS TO BE LOCATl:D, ALL ROCKS AND DEBRIS ONE iNCH (1")AND LARGER SHALL BE REMOVED FROM-~ ,i;f THE SITE TO A LEGAL SITE OF DISPOSAL. ·• '· ),' 15. PRIOR TO BEGINNING THE PLANTING OPERATION, IRRIGATE ALL PLANTING AREAS NORMALLY FOR TWO WEEKS TO GERMINATE Wl:EDS. . . . APPLY CONTACT HERBICIDE TO WEEDS ONLY PER MANUF~~l'URl:R, MONSANTO "ROUND-UP" OR EQUAL. REPEAT PROCESS IF WEEDS PERSISTj •,it . . . -~-16. PERCOLATION TEST SHALL BE CONDUCTED IN ACCORDANCE WITH THE LANDSCAPE SPECIFICATIONS. 17. PRIOR TO Pt.ANTING, IRRIGATION SYSTEM SHALL BE F_MLL Y OPERATIONAL AND ALL PLANTING AREAS SHALL BE THOROUGHLY WATERED. . •· ,, 18. PLANT MATERIAL MAY BE REJECTED AT ANY TIME BY OWNER'S REPRESENTATNE DUE TO CONDITION, FORM OR DAMAGE BEFORE OR AFTER i. PLANTING. 19. ALL TREES WITHIN 5' OR LESS OF HARDSCAPE SHALL Bt;;iNSTALLED WITH A ROOT BARRIER. ROOT BARRIER SHALL BE INSTALLED PARALLEL TO HARDSCAPE SURFACE FORA DISTANCE OF 10' FROM THfaCENTER LINE OF THE TREE TRUNK IN BOTH DIRECTIONS, ORAS INDICATED ON . PLAN. ROOT BARRIER TO BE MANUFACTURED BY "DEEPROOT' OR "BIO-BARRIER" OR EQUIVALENT. " ,t, 20. PLANTING TABLETS SHALL BE ORO-POWER PLANTING TABLE\~-12-8-8 (12 MONTH SLOW RELEASE FORMULATION). 21. 1 GALLON GROUND COVER MATERIALS SHALL BE PLANTED TO WITHIN 12" OF ADJACENT SHRUB STEMS. t . 22. ALL Pl.ANTING BEDS SHALL HAVE THREE INCH THICK MULCH LA YER\ "MULCH" SHALL BE BARK MULCH FROM ONE OF THE FOLLOWING SOURCES; SHREDDED FIR OR SHREDDED CEDAR. RATES AS SPECIFIED Or,! PLANS, FREE OF STICKS, STONES, CLAY OR OTHER FOREIGN MATERIAL. CONTRACTOR SHALL SUBMIT SAMPLE TO THE PROJECT LANDSCAPE ARCHITECT AND OWNER'S REPRESENTATNE FOR APPROVAL PRIOR TO DELIVERY TO THE JOB SITE. 23, AU. PLANTING SHALL BE GUARANTEED THROUGH THE ESTABLISHMENT PERIOD (SEE PLANTING SPECIFICATIONS), ESTABLISHMl:NT PERIOD SHALL BE 90 DAYS. TREES ANO SHRUBS SHALL BE GUARANTEED FOR A PERIOD OF 0~ YEAR, BEGINNING FROM THE DATE OF THE FINAL ACCEPTANCE OF THE ESTABLISHMENT PERIOD. l, . UMIT OF WORK I PROPERTY L/Nli PROPOSED BUILDING PAD5 I I I I I NOTE: 1. ALL SLOPE AREAS (6:1 OR GREATER) SHALL HAVE THE FOLLOWING INSTALLED: IN ADDITION TO THE TREES AND SHRUBS SHOWN ON THE PLANS PROVIDE: • r-1 .J Cl. fij w :::c CJ) w w CJ) w z ~ :::c u ~ :a: -HYDROSEEO [SEE SHEET 26 / PL-1.0 FOR SEED MIX) -REINFORCED STRAW MA TS (SC150 NORTH AMERICAN GREl;NJ -BACCHARIS PILULARIS GROUNDCOVER FROM FLAT$ SPACED AT 12' o:c. 29. PROVIDE EROSION CONTROL FABRIC BLANKET ON AL(J)..OPES THAT ARE 3:1 OR STEEPER. HYDROSEED ALL SLOPES PRIOR TO INSTALLATION OF FABRIC. INSTALL EROSION CONTROL B!,ANKET PRIOR TO PLANTING. EROSION CONTROL FABRIC BY NORTH AMERICAN GREEN, MODEL SC150. INSTALL PER MANUFACTURER'S INSTRUCTIONS. AVAILABLE FROM: PACIFIC SOILS STABILIZATION [800) 473-1965. . ,, -~ 30. PROVIDE EROSION CONTROL HYDROSEED MIX ON AL\ ~OPES PRIOR TO PLANTING . -,----:: -~~=----' '-~,.~1::::~ -~ . . - ' (~ n, "~-~,,_ \' ,: ~ /,I ~ '-0:~ ' "-·· '¾ -,,. 0 10 20 40 SCALE: 1 "=20' -0" soc:; PROJECT NO: 04--302 PLT DATE: OCTOBl;R ~ 2007 SCHMIDT DESIGN GROUP, INC. ••• ·~· ••• BALANCING ARTISTIC EXPRESSION Iii DES!CN WITH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 9,2.103 telephone {619} 236-1462 facsimile {619} 236-8792 www.schmidtdesign.com Lie. CA 2138, NV 219, AZ 34139 PL-1.1 11. SOIL AMENDMENTS SPECIFIED ARE FOR BIDDING PURPOSES ONLY. ACTUAL TYPES ANO QUANTITIES WILL BE BASED ON SOIL ANALYSIS PROVIDED BY CONTRACTOR. AFTER ROUGH GRADING, SOIL SAMPLES SHALL BE TAKEN FROM ENOUGH LOCATIONS IN DIFFERl:NT AREAS OF THE SITE TO REPRESENT AN ADEQUATE CRCSS SECTION OF CONDITIONS. TEST SHALL BE A FIRM APPROVED BY THE CITY AND SHALL 24. AT COMPLETION OF THE ESTABLISHMENT PERIOD, APPLY COMMERCIAL FERTILIZER (15-15-1,P)AT 2LBS/100DSF TO TURF AREAS ONLY AND •·· KEY MAP/ NTS , T, APPROVED FOR PLANTING ANO INCLUDE TESTS FOR SOIL FERTILITY, AGRICULTURAL SUITABILITY ORGANIC CONTENT N, P, K; PH; EC; SOI\. TEXTURE; ANO RECOMMENDATIONS WATER IMMEDIATELY WITH A THOROUGH IRRIGATION CYCLE. 1\> -\,\ ,,,.,.,.. . ~; IRRIGATION ONLY, INCLUDING PRECISE LOCATI.ON FOR AMENDMENTS, LEACHING, AND MAINTENANCE FERTILIZATION. CONTRACTOR SHALL FURNISH THE PROJECT LANDSCAPE ARCHITECT AND -. ,~ ,:,. .. f, ~6'~~~!L~~~ENTATNE WITH A COPY OF TEST RESULTS ANO RECEIV: V.:~ITTE•N APPROYf;F0~0~~~-ND~-E~'.,~~~i~J;RE~~~}IO~J:.;1R .,£b"~~(;~li•J}4~~~~t~ ~~S~NS~;t:qo~,jt~T~l~j~ ~~~~~s .. ;~~Er~~~ °a;~;~-F~~l;::1oN~~~r, T~~~~GH~~,,ij,~E-~ ~~1ABLl~~b1ErN_~ __ .,, ... ·,,._.. ... ·-_·"'•·~ ......... _ .... • ... /._·,li,"',,'--l"'_· -·""'~=_,._. _' __ ,i~ ... ";_~t-· ~•--'"' __ •~---•-· _i(i•f:r,_·. _·_.,_-:'<'_ .. •·._• --------------------r,:==~;:::::::::==O=F=P=LA:::::N=T=IN=O=AR=EA=-=S===::;--;:::::::;::;:::;::::;"1 BID MIX FOR TURF AREAS: SOIL AMENDMENTS BIO MIX SHALL BE THE FOLLOWING PER 1 ODO SQUARE FEET: • 4 CU. YD$. NITROGEN STABILIZED ORGANIC AMENDMENT 'KELI.CG NITRO MULCH' • 20 LBS. GRO-POWER PLUS • 100 LBS. GYPSUM "SOIL PREP" TO BE MIXED INTO THE TOP 6" OF SOIL THROUGHOUT THE SITE EXCEPT ON SLOPES GREATER THAN 3:1. BID MIX FOR SHRUB AREAS: PLANTING ANO BACKFILL MIX FOR PLANT PITS AND TABLETS SHALL BE AS FOLLOWS PER CUBIC YARD: • 70% OF NATIVE SOIL • 30% NITROGEN STABILIZED ORGANIC AMENDMENT • 16 LBS GRO-POWER Pl.US -2 LBS. FERROUS SULFATE THORCUGHLY BLEND THE ABOVE AT A CENTRAL ON-SITE LOCATION PRIOR TO USE. THE FERROUS SULFATE SHOULD NOT CONTACT PAVING SURFACES AS STAINING WILL RESULT. 2e. COORDINATE PLACEMENT di,, TREES WITH SITE t1GHT1N9hiANOPY OF TREE 'Ar ULTIMATE s1zE SHALL NOT BE PLACED so AS TO "AS BU I LT" REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER. k s?_HE~E\ I CI TY OF CARLS BAD [ffl CONFLICT WITH LIGHTING THROW ALONG WALKWAYS. PLANNING DEPARTMENT AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. PLANNING DEPARTMENT - 27. PLANT MATERIAL SHALL BE GROWN UNDER CLIMATIC CONDITIONS SIMILIAR TO THOSE OF THE PROJECT SITE. 28. CONTRACTOR SHALL PROVIDE ADDITIONAL PLANT MATERIAL AS SPECIFIED BY LANDSCAPE ARCHITECT AT TIME OF INSTALLATION. PLANT SPECIES SELECTION BY LANDSCAPE ARCHITECT. IF ALL MATERIALS ARE NOT USED, THE CONTRACTOR SHALL CREDIT THE OWNER THE BALANCE OF THE AMOUNT. THE CONTRACTOR SHALL BID THE FOLLOWING MATERIAL IN ADDITION TO PLANTS SHOWN ON ATTACHED PLANS.: 25 -15 GALLON ESPALLIER 15. 24" BOX TREES 25-15 GALLON TREES 50 • 5 GALLON SHRUBS 100. 1 GALLON SHRUBS 20 • FLA TS ANNUAL COLOR 20 -FLATS GROUNDCOVER REVIEWED BV: INSPECTOR 08/07/07 JJ _&ADDITIONAi.. LANDSCAPE AREA ADDEO DATE BY DESCRIPTION APP'D DATE REVISIONS PLANTING PLAN & NOTES VILLAGES OF LA COSTA OAKS 3.6 AFFORDABLE SITE (HUNTER'S POINTE) APPROl,~~~( (t, U..;.ir 11 ·1., 01 PLANNING DATE OWN BY: JJ KC EH PROJECT NO. DRAWING NO. CHKD BY: JJ SOP 04-13 434-1L RVWD BY: JJ _, _____ .,_ ---· . _ ________._._.._. ____ ----.,.. ,. -,~. ~, --·1; - I' • I ' ' I II, l I J: ~ I _,,_ r 8l i fi j,•'1, ! ' ' ' .. -··--··--··· PROPOSED BUILDING PADS I I j I I I I I I PROPOSED BUILDING PAD6 ARINUS OFFICIN G BLUE' FLA TS ON RA WALL IN EVERY CELL, THERCOURSE LY. PROPpSED BUILDING PAD? RCE ____ EXP. REVIEWED BY: INSPECTOR I I I I I I DATE DATE NOTE: 1. ALL SLOPE AREAS (6:1 OR GREATER} SHALL HAVE THE FOLLOWING INSTALLED: IN ADDITION TO THE TREES AND SHRUBS SHOWN ON THE PLANS PROVIDE: -HYDROSEED (SEE SHEET 261 PL-1,0 FOR SEED MIX) -REINFORCED STRAW MATS (SC150 NORTH AMERICAN GREEN) -BACCHARIS PILULARIS GROUNDCOVER FROM FLA TS SPACED AT 12'0.C. ,,. ' i~x_=~-r-~ -~':I',, ,-----.. -.....___~""'~ ----~- KEY MAP/ NTS 0 10 40 SCALE: 1 "-=20' -0" SDG PROJECT NO: 04--302 PLTDA~: JULYS, 20De SCHMIDT DESIGN GROUP, INC. ••• ·G• BALANCING ARTISTIC EXPRESSION IN CESl(i!i WlTH ENVIRONM l.NlAI. SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92103 telephone {619} 236-1462 facsimile {619} 236-8792, www.schmidtdesign.com Lie. CA 2138, NV 219, AZ 34139 I • ••• PL-1'., PLANTING PLAN VILLAGES OF LA COST A OAKS 3.6 AFFORDABLE SITE (HUNTER'S POINTE) l ' ' I 11~-I I ! I I ' >----+---+----------1---11 :~Itfu~~-~~~~~~7 (ii'0 ~I :! I DRAWING NO. i' 1 1 t----t---t------------... ·------------ DATE BY DESCRIPTION REVISIONS APP'O DWN SY: JJ, KC, EH CHKO BY: J.=J __ RVWO SY: ,1,1 PROJECT NO. SOP 04-13 434-1L ,I TT ' ' ' I ' . 1i PLANTING LEGEND TREES SYMBOL EXISTING TREES / ~ I * p I vi~ /7 + // • RELOCATED TREES DUE TO LAUNDRY FACILITIES /7 + ~ /,J SHRUBS SYMBOL EXISTING SHRUBS 0 --------EB (5) © @ @ 0 (0 0 0 0 0 ® @ LJ . . PROPOSED SHRUBS @ 0 ----- ---L SCIENTIFIC NAME COMMON NAME ~ Koelreteriai paniculata Galdenrain Tree Koelreteria paniculata Galdenrain Tree Pittosporum undulatum Victorian Box uercus ilex Hally Oak yrus calleryana Ornamental Pear ~ Populus fremontil Western Cottonwood Populus nigra 'Italia' Lombardy Poplar Populus fremontl Western Cottonwood SCIENTIFIC NAME COMMON NAME Agapanthus africanus Lily of the Nila Carissa grandiflora Natal Plum Cistus purpureus Orchid Rock Rosa Coprosma repens 'kirkil' Variegated Coprosma Cotoneasler microphyllus Rockspray Cotoneaster Escallonia 'rubra' Escallonia - Juniperus conferta 'Blue Pacific' Shore Juniper Ligustrum texanum Waxleal Privet Muhlenbergia rigens Deer Grass Phormium tenax 'atropurpureum' Bronze Flax Pittosporum tobira Japanese Mock Orange Rhaphiolepis indica Indian Hawthorn Ribes speciosum Fuchsia-Flowering Gooseberry Rosmarinus officinalis Rosemary 'Hunfington Blue• Turf Tall Fescue Cotoneaster microphyllua Rockspray Cotoneaster Phormium tenax 'atropurpureum' Bronze Flax QNTY SIZE DETAIL NIA 15 Gal.; Standard NIA 24" Bax; Standard used in par1<ing lot NIA 15 Gal.; Standard NIA 24' Bax; Standard _J NIA 24" Box; Standard NIA 15 Gal.; Standard NIA 15 Gal.; Standard 1 15 Gal.; A,B/PL-2.1 Standard QNTY SIZE DETAIL NIA 5GAL. NIA 1 GAL. NIA 5GAL N/A 5GAL N/A 5GAL. NIA SGAL. N/A 1 GAL. NIA 5GAL ID N/A 1 GAL. N/A 1 GAL. NIA SGAL. NIA 5GAL NIA SGAL NIA SGAL. SOD 4 5GAL. CIPL-2.1 14 1 GAL. CIPL-2.1 "AS BUil T" DATE RCE ____ EXP. REVIEWED BY: KEY MAP/ NTS INSPECTOR DATE . . . . -·•-._··. . .. ~·· ~it O: · .. ·. H-. ,, ,, I .J 1 . 'I' .. 1 . '·. l l I l 1 d PLANTING PLAN 0 5 10 20 SCALE: 1 "= 1 o' -o" SDG PROJECT NO: 04-302 PLT DATE: 11/05/07 REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, PLANNING DEPARTMENT AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. SCHMIDT DESIGN GROUP, INC. BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92,103 telephone (619} 236-1461 facsimile {619} 236-8791 www.schmidtdesign.com Lie. CA 21381 NV' 2191 AZ 34139 PL-1.2a APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS CITY OF CARLSBAD PLANNING DEPARTMENT I .. ' PLANTING PLAN & LEGEND LAUNDRY FACILllY VILLAGES OF LA COSTA OAKS 3.6 AFFORDABLE SITE (HUNTER'S POINTE), l---+-->-----------4---11 AP~ q, fj\-o1j" +.ic;~<i 1 ·· , .. ii . PLANNING ~-------~ DATE _ • , i DWN BY: JJ MP PROJECT NO. DRAWING. NO. ··. ··, ;.• .. t :1 ... CHKD BY: JJ 434-1L ,. ·., '.I RVWD BY: J SDP 04-13 , .. I · ·· " , r JI II: lllffl~ II!'!'. j:lf i DATE BY DESCRIPTION APP'D REVISIONS ,···r-·--,-_·-_l ________________ ···_···-_·-_··-_·-_--_--_-_·· ______________ ~_, .. _.-__ . ______ .. _ .. ________________ -----: ________________________________________ "--------··•·_-_---_-_·_•·_•··---;LLJI I - I I I I I I I ' I I I I I I i I , I I I I --' I I i I -I I I I I I J I I I I I I I i I I I I I I I I 1 I I I I I I I I l I I l I I I I I I I I ! I I I I I 1 1 1 , WALL BY OTHERS-,,-,-.... ! I 1 I I I I I I I! I i I 1 I ' I I I I' j I I ' I I I I I 11 ! I I I I I I I I I I I I ' LANTING BY OTHERS I i I I :i II 11 11 I SIDEWALKTOWALLOR ,, I I I I I MOW CURB 1 I I I I , SEE DRAWING NUMBER 1 1 1 1 1 , 397-1F FOR RANCHO 1 1 1 'SANTA FE ROAD J ! I i I I I 1 1 1 I i I I I I I I I ~ 11~1 11 II 11 II II I 11 I 1 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 I I I I I I I I 1 ,l,;,,i.J_' . ' " L I ',./.;.....j I ' ' ' I './.:.;./.I I "'"W\-, -~ I , ~ I ,~ 1 _I ___ T --l--;-------·----- j i I , LIMIT OF WORK I PROPERTY LINE NOTE; PLANT VINE HEDERA HELIX 20' O.C. ALONG BASE OF PERIMETER WALL (PROJECT SIDE) CONTRACTOR TO PROVIDE· ROSEMARINUS OFFICINALIS 'TRAILING BLUE' FLA TS ON VERDURA WALL IN EVERY CELL, EVERY OTHER COURSE VERTICALLY. PROPOSED BUILDIN<;3 PAD2 ----.,-..::c ,\~ ---,-, - NTRACTORTO PROVIDE ROSEMARINUS OFFICINALIS 'TRAILING BLUE' FLA TS ON VERDURA WALL IN EVERY CELL, EVERY OTHER COURSE .VERTICALLY. __,;,: _.,,;-~#-----..._ ·,-1:~::,~= :'; .,_,#-_• ~-rJj.•· PROPOSED BUILDING PAD 10 PROPOSED BUILDING PAD3 -- I / .I "AS BUILT" 9~ REVIEWED BY: INSPECTOR I I / I I .,.i MATCHLINE SEE SHEET PL-1,3 NOTE: 1. ALL SLOPE AREAS (6:1 OR GREATER) SHALL HAVE THE FOLLOWING INSTALLED: IN ADDITION TO THE TREES AND SHRUBS SHOWN ON THE PLANS PROVIDE: -HYDROSEED (SEE SHEET 28 / PL·1.0 FOR SEED MIX) -REINFORCED STRAW MA TS (SC150 NORTH AMERICAN GREEN) -BACCHARIS PILULARIS GROUNDCOVER FROM FLATS SPACED AT 12' O.C. KEY MAP/ NTS 0 10 20 40 ' SCALE: 1 "=20' -0" SOG PROJECT NO; 04--302 PlT DATE: OCTOBf;R 23, 2001 SCHMIDT DESIGN GROUP, INO. ••• ·®· ••• BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92103 telephone {619} 236-146a facsimile {619} 236-879a www.schmidtdesign.com Lie, CA 21:,8, NV 21~, AZ ;;413~ PL-1.3 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, PLANNING DEPARTMENT AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNING DEPARTMENT 08/07 /07 JJ &ADDITIONAL LANDSCAPE AREA ADDED 08/14/07 JJ &_ADJUSTMENT$ OF LANDSCAPE FOR PATH OF TRAVEt. 10/23/07 JJ &_ADDITIONAL SHRUB PLANTJNG ON DISTURBED SLOPE PLANTING PLAN VILLAGES OF LA COST A OAKS 3.6 AFFORDABLE SITE (HUNTER'S POINTE) l-----+---f---------------+----11 APPROVT1M Cl_ ~!~it , PLANNING 11 • 1:l-'-'1 ' OATE DATE BY DESCRIPTION APPD REVISIONS 1 DWN BY: JJ KC EH CHKD BY: J_~J~-- RVWD BY: JJ PROJECT NO, SOP 04-13 DRAWING NO. 434-1L ] l ' ' . l I l I ,. · .. 1• •. i.·.' 1·.11 , I H ' ! ']' ' ··1 I -I! 1 'I }i : ' • ,1· i:111 '', 1, ~ i'I ,. I I• 'i, i ' ,. I: ' ' I ' ' ! I l ' ' I ' ' I i . ' i i I • ~---_ tl 1 t ,-,1rn111111 11:illili LJ 1,, ' •1.l i:11 · ' !i 'Ji)_'_·• I _ ~ . - r------------------------------------------------------------------------------------------------------------------------------------------------------------!.,!....,d . PLANTING LEGEND TREES :<> EXISTING TREES SCIENTIFIC NAME COMMON NAME QNTY SIZE -- • ;... 1-Alnus rhombifolia White Alder NA 24" Box; Standard . - / I Koelreteria panlculata Goldenrain Tree NA 15 Gal.; ~ ,I Standard • Lagerstromia indica NA 15 Gal.; ~ Crape Myrtle Standard * l Pittosporum undulatum Victorian Box NA 15 Gal.; '· Standard ;;, ,_ Pyrus calleryana Ornamental Pear NA 24" Box; Standard ( Raphiolepis 'Majestic Beauty' NCN NA 24" Box; Standard -l> ·0 Tipuana tipu Tipu Tree NA 24" Box; Standard - ~ Agonis fexuosa 24" Box; ,i' Peppermint Tree NA ' Standard • PROPOSED TREES SCIENTIFIC NAME COMMON NAME QNTY SIZE • Lagarstromia indica 8 24" Box; Crape Myrtle Standard SHRUBS SYMBOL SCIENTIFIC NAM!: COMMON NAME QNTY SIZE EXISTING . SHRUBS ·-0 Agapanthus africanus Lily of the NIie N/A 5GAL ® Buxus microphylla japonica Japanese boxwood NIA 5GAL. 0 Calliandra haematocephala Pink powder puff NIA 5GAL. EB Carissa grandiflora Natal Plum NIA 1 GAL. @) Dietes vegeta Fortnight LIiy NIA 1 GAL. ~ , Gazania 'Mitsuwa Yellow' Gazania 12· o.c. FLATS 0 Phormlum tenax 'atropurpureum' Bronze Rax NIA 1 GAL. 0 Pittosporum tobira Japanese Mock Orange NIA 5 GAL. 0 Rhaphiolepis indica Indian Hawthorn NIA 5GAL. ~ Trachelospermum jasminoides Star Jasmine NIA 1 GAL. 0-Turf Tall Fescue SOD . . . PROPOSED SCIENTIFIC NAME COMMON NAME QNTY SIZE SHRUBS ® Buxus microphylla japonica Japanese boxwood 3 5GAL. 0 Phormlum tenax 'atropurpureum' Bronze Flax 9 1 GAL. ~ Gazania 'Mitsuwa Yellow' Gazania 12' o.c. FLATS ' DETAIL DETAIL I DETAIL ---------- DETAIL CIPL-2.1 C/PL-2.1 D/PL-2.1 KEY MAP/ NTS i ' t l I ·" J ti j • # !t t l ,i Oiic ,, S: l i * ,., V .~ t 'i;( ;- j I, -.-. t _h j I f I, t l ' I' t ·11_. I "AS BUil T" DATE RCE ___ _ EXP. REVIEWED av, INSPECTOR DATE . ' '. .. ., .• . ' FUTURE POOL CONS,iRLJCTl'ON . .• . . . .. . . . . ·-. -·-. . ' . . . ' . "-..i!Ji,,;__ -.: ,-.. ,,., ,, r 20 ,, • scALE: 1 "= 1 o· -o" SDG PROJECT NO: 04-302 PLT DA TE; 11/05/07 REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, PLANNING DEPARTMENT AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE av DESCRIPTION REVISIONS I. L ~ - I l :j 1 ----., 1-L .1 ' I i .. I-I I ,. ··.I . . ·:-0 . ·· •--'-1 I. I I '. -1--r.- I I l ] :1 I J l ~ ! l SCHMIDT DESICO GROUP, mo. . i 'I ••• •Ge BALANCING ARTISTIC t:XflRESSION IN DESJG·f . WITH ENVIRONMENTAL SENSITIVITY ·. 2655 Fourth Avenue, San Diego, CA 92103 , ··t' telephone {619} 236-1462 facsimile {619} 236-8i9, www.schmidtdesign.com · · -I -·· Lie. CA 2138, NV 219, AZ 34139 .! PL-1; a ~ APP'D APPROVED FOR PLANTING ANO . 'I IRRIGATION ONLY, INCLUDING PRECISE LOCATIO OF PLANTING AREAS CITY OF CARLSBAD PLANNING DEPARTMENT PLANTING PLAN II, LEGEND . , .·: MAINTENANCE BUILDING ANO RESTROOM FACILIT.IEi VILLAGES OF LA COSTA OAKS 3.6 I AFFORDABLE SITE (HUNTER'S POINTE) · t OWN BY: JJ, MP CHKD BY: J_-J __ RVWD BY: J,1 PROJECT NO. SOP 04-13 DRAWING·f ... 434-1L ' i I ., ' I ,: ! ·, ., ., , I . I l)lr ; I '·I ~ ! i'I i .'· 1r 1 I i: j:i'.' l ! 111 ti,-,. 1111, ·I l,,1:.,... t i ' I ' I! ! i 'f, i ' ' ., ' 1; ' ' I I ITT . illfl IIH I :I! , Ii I ii ' . . . ' PLANTING LEGEND TREE~S;;;========================================= EXISTING TREES SCIENTIFIC NAME SHRUBS SYMBOL SCIENTIFIC NAME EXISTING SHRUBS 0 Agapanthus africanus -~ Buxus microphylla japonica \BJ ·-('71 ,_,/ Calliandra haematocephala (9 Carissa grandiflora r(f'·, = Oietes vegeta ~ Gazania "Mitsuwa Yellow' 0 Phormium tenax 'alropurpureum' () Pittosporum tobira 0 Rhaphiolepis indica r~ ;_-;;~ :I Trachelospermum jasminoides □ Turf PROPOSED SHRUBS ® Buxus microphylla japonica ® Phormium tenax 'atmpurpureum' ~-..."I Trachelospermum jasminoides ~ ----~-- 0 Rhaphiolepis indica 0 Pittosporum tobira ® Dietes vegeta e Agapanlhus africanus COMMON NAME White Alder Goldenrain Tree Crepe Myrtle Victorian Box Ornamental Pear NCN Tipu Tree Peppermint Tree COMMON NAME Lily of the Nile Japanese boxwood Pink powder pulf Natal Plum Fortnight Lily Gazania Bronze Flax Japanese Mock Orange Indian Hawthorn Star Jasmine Tall Fescue Japanese boxwood Bronze Flax Star Jasmine Indian Hawthorn Japanese Mock Orange Fortnight Lily Lily of the Nile QNTY NA NA NA NA NA NA NA NA QNTY NIA NIA NIA NIA NIA 12' o.c. NIA NIA NIA NIA 32 a 12"O.C. 10 6 13 63 SIZE SIZE 24" Box; Standard 15 Gal.; Standard 15 Gal.; Standard 15 Gal.; Standard 24~ Box; Standard 24" Box; Standard 24" Box; Standard 24" Box; Standard 5GAL. 5GAL. 5GAL. 1 GAL. 1 GAL. FLATS 1 GAL. 5 GAL. 5GAL. 1 GAL. SOD SGAL. 1 GAL. 1 GAL 5GAL. 5GAL 1 GAL. 5GAL. DETAIL DETAIL B,C,DIPL-2.0 BCD/PL-2.0 DIPL-2.0 "AS BUil T" DATE RCE ____ EXP, REVIEWED BY: KEY MAP/ NTS INSPECTOR DATE 0 5 10 20 SCALE: 1 ''aaa 1 O' -0" SDG PROJECT NO: 04--302 PLT DATE: 11/05/07 REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, PLANNING DEPARTMENT AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. SCHMIDT DESIGN GROUP, INC, ••• ·~· BALANCINCi ARTISTIC EXPRESS10!1 IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92103 telephone {619} 236-1462 facsimile (619} 236-8792 www.schmidtdesign.com ••• Lie. c,("2138, NV 219, AZ 34139 PL-1.3b APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS CITY OF CARLSBAD PLANNING DEPARTMENT PLANTING PLAN & LEGEND SWIMMING POOL VILLAGES OF LA COSTA OAKS 3.6 AFFORDABLE SITE HUNTER'S POINTE 14~1 1---+--+--------------I------II_APl-'-GR~~=-1~4"=-.,....c_,_:fj;:c...>lC>!l,4:>o,cJ~-----+~~..es ,----i--t----------------------+----< ;:· P:::LA=N::N:::IN::G::::::==:::;-;=========:-;::D:::. A::::T::::E:::::=:::::: DWN BY: JJ MP REVISIONS t-OA_TE~~av~ _______ D_ES_C_R_IPT_IO_N _______ L__AP __ P--'D-1 CHKD BY: J,,.J __ RVWD BY'. JJ PROJECT NO. SDP 04-13 DRAWING NO. 4~-11., _, 11 r~-,r-,,--.----------,------'----------------------------, i' -·· .. ---~·--·,---·- ' I I LJMI.T OF WORK.I PROPER1Y LINE PROPOSED BUILDING PAD8 "· . . .'.">{:,.,. .......... ' ... '' . ' ... ' . '. · .. IRE SUPPRESSION ;1:QNES •..... l,',, .. • . ;¥.'c',' . . . . . . / .~/ . ... i ... . . . . ... -. . .. . . . . . •· ·•. ·•· '.' ·• . . . . . . . . . . . . . . . ..... ... ... ... , ..... . . . . ' ......... . . . . . •· ·•. ·•· . •· ·• .... ......... ..... .................... >.:.•.:.<.<.· ./ . . . . . . . . . . . . . . . . . . . ,., ........... . "-ro / . 7 ~;;, Lf'l,1..'NTING BY..,,--, s::~;l!~~M ·--~ ;1 WAL~ OR MOW l CU,RB IGHT DISTANCE S_,EE CITY / DRAWINGN RIANGLE / / 429-?D FOR I I I AVENIDA I I SOLEDAD ,/ , / SIGHT DISTANCE TRIANGLE SIGHT DISTANCE TRIANGLE / ;· ll / / ~HTDIST. /I, /~ -~ I . ; I~" \,I ,~V / /a I 1Cj :::/: "~ -···;,: ~v , ~"' _r,.,, . ' ,~ . , ~ I ,, . J ' '-I"' ~,,-· r ~ ·1 I ~ c:rnc ~/' s..,-J\! '•, I J/ ·,11 • ,_ r __ ,,/ , " " "---~ •. .... '°' PLANTING BY '·~ OTHERS FROM . SipEWALK TO WALL -......... OR MOW CURB , SEE CITY DRAWING . NO. 429-7D FOR AVENIDA SOLEDAD LANT VINE HEDERA '•.,HELIX 20' O.C. ALONG -.. ... ,.. PROJECT SIDE BASE ··•, OFWALL '-.;:_~-~ ... --~~ ~ .... '··, ~-"·· •.' · .. ~~ · ... ~-... ',. ·--~--...._ \ • I I "AS BUil T" Prtt?a~ W,1-oU, EXP, REVIEWED ev, INSPECTOR FIRE SUPPRESSION ZONES PROPOSED BUILDING PAD9 I I I I I I I , REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, PLANNING DEPARTMENT AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. 08/01/07 JJ &ADDITIONAL LANDSCAPE AREA ADDED 10/23/07 JJ _AA□OJTIONAL SHRUB PLANTING ON DISTURBED SLOPE NOTE: 1. ALL SLOPE AREAS (6:1 OR GREATER) SHALL HAVE THE FOLLOWING INSTALLED: IN ADDITION TO THE TREES AND SHRUBS SHOWN ON THE PLANS PROVIDE: -HYDROSEED (SEE SHEET 26 / PL-1.0 FOR SEED MIX) ·REINFORCED STRAW MATS (SC150 NORTH AMl;RICAN GREEN) -BACCHARIS PILULARIS GROUNDCOVER FROM FLA TS SPACED AT 12" O.C. KEY MAP/ NTS 0 10 20 40 SDG PROJECT NO: 04-302 SCALE: 1 "=20' -o• PLT DATE: OCTOBER 23, 2007 SCHMIDT DESIGN GROUP, INC. BALANCINCi ARTISTIC EXPRESSION IN DESl~N WITH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avent.e, San Diego, CA 92103 telephone {619} 236-1462 facsimile {619) 236-8792 www.schmidtdesign.com Lie. CA 2138, NV 219, AZ 34139 PL•1.4 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS CITY OF CARLSBAD PLANNING DEPARTMENT PLANTING PLAN VILLAGES OF LA COSTA OAKS 3.6 AFFORDABLE SITE (HUNTER'S POINTE) I----+---+------====-----==----_---__ -----+--___. I APPROY,~L( 4-f:,{Lm: . PLANNING ii-i°f ·G"l DATE DATE DATE ev DESCRIPTION APP'D REVISIONS DWN BY: JJ KC EH CHKD BY: J~J ___ 1 RVWD BY: JJ PROJECT NO. SOP 04-13 DRAWING NO. 434-1L . ' -- j I ! l !'j l ' ·• ' ;t ~ ·1 I ' ,! ' :1 I I I I ] ,' ' _]' I i l . ' I 'i• " ;~ 'i• )j l tl, l ~; j, ! ,, :1. 4'. 11 ;i jl ;1 I J, ' ti I' ' ( ( ' J; 1 ~ r ,, '1, J; t> ii r1 •-Ellllil:l 1 1ll!l I ti!\!•·• I I i I MATCH ---'-,, l I II NOTE: HEDERA PLANT V\NE ALONG HELIX ZO O.~IMETER BASE Of ~~ECT SIDE) WALL (PR PROPOSED BUILDING PAD 1 "AS BUil T" REVIEWED BY: b,1{ Cr, ~ ... t\ DATE BY INSPECTOR ) SHALL HAVE THE GREATER NOTE: AREAS (6:l OR N THE 1. ALL ~~~~NSTALLED: ES AND SHRUBS SHOWN 0 FOLLO N TO THE TRE SEED MIX) ~~~~l;~VOIDSEE:ED (SEE SHEETT2S6(~;~o:o~~H AMERICAN -HYDR TRAW MA S -REINFORCED S COVER FROM FLAT GREEN) IS PILULARIS GROUND -BACCHAART 12" O.C. SPACED KEY MAP/ N~T~S'.__ ________ _ NORTH . o" SCALE: 1 "=20 - -· DESCRIPTION APP'D REVISIONS • NO·04-302 I """'' , ,, ,1 i'I · l_,_.· I T"' .,_ j ' . ''$ ' .-' i :· ' ' I l • ] l I I I l I ' ,., i J i ! ' I ! : ' ' ' I .~ ...r: ~ I ---r lli~lffii~I f ii!! Jilli! I I i 1,·, ' -----------, ---~ ---· /7 PREVAILING "-,-JWIND LEGEND 0 0 PLANTING BACKFILL PER NOTES AND SPECIFICATIONS. , • ROUGHEN SIDES ANO BOTTOM OF PIT. 2TIMES ROOT BALL WIDTH 0 TREE PLANTING -STAKED ---0 ---0---- jr j. EQ, PLAN " ,. i ' . . ·> '\ .··•• .r, ."·•• .~•: \.·•· , , . : ; : .: .: .' :·," ~. ::: r •• ·:\·; • : :'. ~~: ill::fut.:_:ffi_ J]:_I LIE 1·1 I ill c ... 0 FINISHED GRADE. 0 "CINCH-TIE" MANUF. BY V,l,T. COMPANY, INC .. ATTACH PER MANUF. SPEC'S, AND Si,CURE WITH FURRING NAILAT STAKE. 0 2" MULCH LA YER PER PLANS © ROOTBALL SLIGHTLY HIGHER THAN FINISHED GRADE. 0 (2) 2" DIA. X 8' LONG LOOGEPOL< ST AKES. NOTE: use TWO STAKES FOR TREE'S 1~ GALLON AND LARGER. WATER BASIN. PLANTING TABLETS PER NOTE$ AND SPECIFICATIONS. SOIL BALL RESTING ON FIRM SOIL TO AVOID SETTLING. TREE GUARD FOR ALL TREES LOCATED IN LAWN. TRUNK GUARD-"TRoE BOOT" v.1.r. COMPANY, INC. NO SCALE LEGEND 0 EXISTING SUBGRADE 0 0 0 © 0 0 0 AMMENDEO PLANTING BACKFILL PER Pl.l\NTING NOTES & SPECIFICATIONS (SEE PLANS) ROOTBALL SLIGHTLY HIGHER THAN FINISHED GRADE. . FINISHED GRADE. WOOD MULCH PER PLANS PLANT TYPE AS SPECIFIED ON PLANS PLANT SPACING PER PLANTING PLANS AND LEGEND PLANT ROW In'\ GROUNDCOVER PLANTING ~f------------NOSCAI.E LEGEND 0 SOIL BALL RESTING ON FIRM SOIL TO AVOID SETTLING 0 PLANTING TABLlaTS PER NOTES AND SPECIFICATIONS 0 FINISHED GRADe 0 (2) INCH MULCH LAYER © ROOTBALL SLIGHTLY HIGHER THAN FINISHED GRADE © ' VINE PER PLANS © DRILL EV£: HOOKS INTO WALL AND ATTACH VINE SECURELY TO WALL WITH PLASTIC TIES @ WALL PER PLANS © WATER6ASIN ® ROUGHEN SIDES ANO BOTTOM OF PIT @ PLANTING BACKFILL PER NOTES AND SPECIFICATIONS .....__~11 © VINE PLANTING AT WALL NO SCALE , . . • . . , . -, ~---{4 •' . . ,, ' . ·-.. -.. · I • f • ,o I • • • --"---'--, • • • • 3 TIMES ROOT BALL WIDTH (WHERE POSSIBLE) LEGEND 0 © 0 0 G) ROOT BARRIER EXTEND 12'-0" FROM TRUNK OF TREE IN EACH DIRECTION ALONG FACE OF PAVING CONCRETE PAVING PER PLAN (WHERE APPLICABLE) EXTEND TOP OF ROOT BARRIER 112' MINIMUM ABOVE FINISHED GRADE TREE PLANTING PER DETAILS CONCRETE CURB PER PLANS (WHERE APPLICABLE) NOTES: A. CONTRACTOR SHALL INST ALL AND ASSEMBLE ROOT BARRIER PER MANUFACTURERS RECOMMENDATIONS ®.,__R_O_O_T_B_AR_R_IE_R _________________ _ NO SCALE 11-=:111 I-cl 2TIMES l ROOT BALL WIDTH 1 ® TREE PLANTING -GUY A PREVAILING "-.-J WIND LEGEND 0 PLANTING BACKFILL PER NOTES AND SPECIFICATIONS, Q) 3 ROUGHEN SIDES ANO BOTTOM OF PIT. 0 FINISHED GRADE. 0 © © © @ © ® @ GUY WIRE WITH PROTECTIVE COLLAR A HACH PER MANUF. SPEC'S. PROVIDE PVC PROTECTIVE SLEEVE OVER GUY WIRE; 3 PER TREE 2' MULCH LA YER PCR PLANS ROOTBALL SLIGHTLY HIGHER THAN FINISHED GRADE. DEAD MAN ANCHOR INSTALL PER MANUFACTURERS SPECS. WATER BASIN. PLANTING TABLETS PER NOTES AND SPECIFICATIONS. SOIL BALL REST ING ON FIRM SOIL TO AVOID SETTLING. TREE GUARD FOR ALL TREES LOCATED IN LAWN. TRUNK GUARD -"TREE BOOT" • v.1.r. COMPANY, INC. NO SCAI.E PLANTING BACKFILL PER NOTES ANO SPECIFICATIONS. ROUGHEN SIDES AND BOTTOM OF PIT, fC\,---=S"-'H::...:R=U-=-8..:.P..::LA;,,;;Nc.:..T:...:.IN:...:.G.::__ ________________ _ V NOSCALE ~ ' ::11, I =,I!" Ill ii; .U~ l ~ '"--+--+ b b . M ia ® PALM TREE PLANTING "AS BUILT" DATE RCE ___ _ EXP. REVIEWED BY: INSPECTOR DATE 0 Q) 0 0 © © 0 LEGEND ROUGHEN SIDES AND BOTTOM OF PIT FINISHED GRADE {2) INCH MULCH 1-.AYER WATER BASll1 RODTBALL SLIGHTLY HIGHER THAN FINISHED GRADE (DO NOT TRIM ROOTS) PLANT PALM PLUMB PLANTING BACKFILL: -1 PART COARSE MOTT AR SAND -3 PARTS NATIVE SOIL P~TING TABLETS PER NOTES ANIJ SPECIFICATIONS COMPACT AND SETTLE SAND/SOIL UNDER ROOTBALL TO AVOID Sl;TTLlNCl NO SCALE REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, PLANNING DEPARTMENT AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE BY DESCRIPTION REVISIONS -~--------- ' ~ " / 0 °31~ REN "-ll . :~ •,t; f ' ' ' I i ! f 1 ' £ =•=o=•=PR=o=,=•c:T=N=O=, o=•-=,o.1==== ~ PLTDATE:JULY8,2□DI ~ ._ ___ __:_.:__....J t ' ' SCHMIDT DESION GROUP, INC, -~ " ' ' ••• • (;;; • BALANClNCi ARTISTIC EXPRESSION IN DESICi,~ WITH ENVIRONMENTAL SENSITIVITY -1 ' 2655 Fourth Avenue, San Diego, CA 92103 · t telephone {619} 236-1462 facsimile [619} 236-879f www.schmldtdesign.com · ! ' ••• Lie. c~ 213S, NV 219, AZ 34139 ! l PL: .1 APP'O APPROVED FOR PLANTING AND _ i IRRIGATION ONLY, INCLUDING PRECISE LOCATIO OF PLANTING AREAS I J sq\r I CITY OF CARLSBAD PLANNING DEPARTMENT l ~ ·1 VILLAGES OF LA COSTA OAKS 3.6 I AFFORDABLE SITE (HUNTE.R'S POINTE) ,I OWN BY: JJ KC EH CHKD BY: J=J __ RVWDBY: JJ PROJECT NO. SOP 04-13 DRAWING~P· 434•1.ll 'I JI i l: I •, ' I ,. ,.··•.1''1 .. ·.1 I I", , ilh , i;,, ii I " ' ' ,.1! ,-, " : , I , ! ' .l ! ' I, I I -····-·---·-----T .. ., __ '._ ---... , . ., ··----~-~-··---~-----,-,,---. -~1•· r ... ~1·'~ ' ,•' '" ~ --------------------~--------------------------------------------------------------------------------------------------------------------------------11n ,·I ~ ., PLANTING SPECIFICATIONS PART I GENERAL 1.01 GENERAL REQUIREMENTS · A. CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND SITE RESTRICTIONS. 1.02 1.03 1.04 1.05 1.08 B. CONTRACTOR SHALL DETERMINE THE LOCATION AND DEPTH OF ALL SITE UTILITIES. ANY UTILITY OR GRADING INFORMATION PROVIDED ON nlE CONTRACT DOCUMENTS IS FOR nlE CONTRACTOR'S REFERENCE. nlERE IS NO GUARANTEE AS TO THE ACCURACY OF THE INFORMATION. CONTRACTOR SHALL LOCATE AND VERIFY UTILITY LOCATIONS TO HIS SATISFACTION. • C. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL REP AIRS MADE NECESSARY BY nl[ NEGLIGENCE OF HIS CREWS. D. THE GENERAL AND SPECIAL CONDITIONS AND NOTES OF' THE CONTRACT APPLY TO nlE WORK OF lll!S SECTION THE SAME AS THOUGH WRITTIEN HEREIN. E. nlE LANDSCAPE ARCHITECT SHALL BE NOTIFIED PRIOR TO BEGINNING WORK AS TO ANY DISCREPANCIES BETWEEN THE RECOMMENDATIONS ON nlE CONTRACT DOCUMENTS ANO nlE SITE CONDITION UNDER WHICH WORK IS TO BE PERFORMED. ORDINANCES AND REGULATIONS A. ALL LOCAL. MUNICIPAL AND STATE LAWS AND RULES & REGULATIONS GOVERNING OR RELA TINO 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 THE SPECIFICATIONS SHALL NOT BE CONSTRUED TO CONFLICT WITH ANY OF THE ABOVE RULES, REGULATIONS. OR REQUIREMENTS OF' THE SAME. HOWEVER WHEN THE SPECIFICATIONS AND/OR DRAWINGS CALL FOR, OR DESCRIBE MATERIALS. WORKMANSHIP OR CONSTRUCTION ~ BETTER QUALITY, HIGHER STANDARDS OR A LARGER SIZE, SPECIFIC/\ TIONS AND OR DRAWINGS SHALL TAKE PRECEDENCE OVER nlE REQUIREMENTS OF nlE SAID ULES ANO REGULATIONS. B. CONTRACTOR SHALL OBTAIN PERMITS AND PAY ALL FEES ASSOCIATED WITH THE CONSTRUCTION OF nlE IMPROVEMENTS. SCOPE OF WORK A. THE WORK INCLUDES ALL SERVICES, LABOR. MATERIALS, EQUIPMENT AND TRANSPORTATION NECESSARY TO PERFORM THE WORK ON THE CONTRACT DOCUMENTS AND AS SPECIFIED HEREIN AND AS REQUIRED TO COMPLETE THE CONTRACT PROPERLY. B THE CONTRACTOR SHALL PROTECT THE WORK ADJACENT PROPERTY AND nlE ' PUBLIC, AND SHALL BE RESPONSIBLE FOR ANY DAMAGE, INJURY ANO LOSS DUE TO HIS ACTS OR NEGLECT, C. nlE CONTRACTOR SHALL SUBMIT UNIT COSTS TO THE OWNER FOR ADDITIONS OR DELETIONS TO THE CONTRACT DRAWINGS. D. WORK NOT INCLUDED: N.I.C., BY OTHERS, EXISTING, DEFINITIONS A. LANDSCAPE ARCHITECT: QUALIFIED PROFESSIONAL OVERSEEING CONSTRUCTION ANO INSTALLATION OF ALL LANDSCAPE WORK AS IDENTIFIED IN THE CONSTRUCTION DOCUMENTS. CONTRACTOR SHALL CONTACT OWNER TO ASCERTAIN NAME OF' INDIVIDUAL OR FIRM APPOINTED AS nlE OVERSEEING PARTY. SCHEDULE OF WORK A. UPON AWARD OF' nlE CONTRACT A WORK SCHEDULE SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR CARRYING OUT THE WORK. UPON APPROVAL. NO MODlflCA TIONS SHALL BE MADE TO lHIS SCHEDULE WITHOUT THE WRITTlEN APPROVAL OF' THE LANDSCAPE ARCHITECT. B. FINISH GRADING AND LANDSCAPE INSTALLATION SCHEDULE OF' WORK SHALL BE PERFORMED DURING nlOS! PERIODS WHEN l'.EA THER AND SOIL CONDITIONS ARE SUITABLE. IN ACCORDANCE Wint LOCALLY ACCEPTED HORTICULTURAL PRACTICE. COORDINATION A. CONTRACTOR SHALL REPORT TO THE LANDSCAPE ARCHITECT ANY DEVIATIONS BETWEEN CONSTRUCTION DOCUMENTS, SPECIFICATIONS, AND THE SITE. FAILURE TO DO SO PRIOR TO THE INSTALLATION OF nlE IMPROVEMENTS AND RESULTING IN REPLACING. AND/OR RELOCATING IMPROVEMENTS, SHALL BE AT THE CONTRACTOR'S l:'.XPENSE. B. CARE SHALL BE TAKEN TO COORDINATE THE WORK AT ALL TIMES Wint OTHER CONTRACTORS WORKING IN AND ADJACENT TO nlE AREAS IN THIS CONTRACT. nllS IS TO INSURE AN ORDERLY AND EFFICIENT INSTALLATION PROCEDURE, AND TO MINIMIZE CONFLIClS WITH OTHER CONSTRUCTION OPERATIONS. ,.OJ STA~ARDS ALL WORK SHALL BE IN STRICT ACCORDANCE WITH SOUNI) NURSERY PRACTICE. PLANTING SHALL BE PERFORMED BY PERSONNO. FAMILIAR WITH PLANTING PROCEDURES ANO UNDER THE SUPERVISION OF' A QUALIFIED PLANTING FOREMAN, THE CONTRACTOR SHALL PROVIDE THE NAME, ADDRESS AND PHONE NUMBER OF THE JOB SUPERVISOR FOR 24-HOUR AVAILABILITY. THE SUPERVISOR SHALL BE AVAILABLE TO ALLEVIATE EMERGENCY SITUATIONS AS THEY ARISE AND SHALL BE ON THE JOB SITE WHEN EVER PLANTING IS IN PROGRESS. 1.08 J' ; 1.09 1.10 B. PROVIDE PLANT MATERIALS TRUE TO NAME AND VARIETY ESTABLISHED BY "SUNSET WESTERN GARDEN BOOK", PUBLISHED BY LANE PUBLISHING, MENLO PARK, CA 1995, C. PLANT MATERIALS SHALL COMPLY WITH THE RECOMMENDATIONS AND REQUIREMENTS OF ANSI STANDARDS FOR TYPE AND SPECIES CALLED FOR ON PLANTING PLAN. PROVIDE SINGLE STEM TREE EXCEPT WHERE SPECIAL FORMS ARE SHOWN OR LISTED. SUBSTITUTIONS A, NO SUBSTITUTIONS OF' PLANT MATERIALS OR OTHER CONSTRUCTION MATERIALS WILL BE PERMITTED WITHOUT THE WRITTEN PERMISSION OF THE LANDSCAPE ARCHITECT. IF' PLANT MATERIAL SUBSTITUTIONS ARE ACCEPTED AND ARE OF LESS VALUE THEN THOSE INDICATED OR SPECIFIED, THE CONTRACT PRICE WILL BE ADJUSTED IN ACCORDANCE WITH THE PROVISIONS OF' THE CONTRACT. B. THE RIGHT TO CHANGE: THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO CHANG! THE SPECIES, VARIETY, AND/OR SIZES OF PLANT MATERIALS TO BE FURNISHED, PROVIDED THAT THE COST OF' SUCH PLANT CHANGES DOES NOT EXCEED THE COST OF THE PLANTS IN THE ORIGINAL BID, THE CONTRACTOR SHALL BE NOTIFIED AND THE CHANGES CONFIRMED IN WRITlNG PRIOR TO THE PLANTING OPERATION COM MENCi NO. CHANGES IN TH! SIZE OR VARIETY OF' ANY PLANT MATERIAL FURNISHED THAT REQUIRES A REDUCTION OR ADDITION IN COST SHALL REQUIRE AN ADJUSTMENT IN THE CONTRACT COST PRIOR TO PLANTING. REJECTIONS A. ANY MATERIAL AND/OR WORK MAY BE REJECTED IF' IN THE OPINION OF' nlE LANDSCAPE ARCHIT£CT SUCH DOES NOT MEET THE REQUIREMENT ANO THE SPECIFICATIONS. ALL REJECTED MATERIALS SHALL BE REMOVED FROM THE SI TE BY THE CONTRACTOR AT HIS EXPENSE. REJECTED WORK SHALL BE REDONE IN A TIMELY MANNER AND APPROVED BY THE OWNERS REPRESENTA TI\IE. THIS INCLUDES MATERIALS THAT HAVE BEEN PLANTED WITHOUT PRIOR ACCEPTANCE. PROTECTION OF PLANTS, EXISTING WORK AND IMPROVEMENTS A. THROUGHOUT CONSTRUCTION AND MAINTENANCE THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT AND AVOID DAMAGE TO UTILITIES, PAVING, PLANTING._ STRUCTURES. FIXTURES. DRAINAGE AND IRRIGATION LINES, ETC.. THE CONTRAC10R SHALL BE HELD RESPONSIBLE FOR ANY AND ALL DAMAGE TO SUCH IMPROVEMENTS AND SHALL COMPLETELY REP AIR OR REPLACE THE SAME AT NO COST TO THE OWNER. B. EXISTING PLANT MATERIALS, PLANTING AREAS AND PLANTS SHALL BE PROTECTED AGAINST TRESPASSING, THEFT, VANDALISM AND DAMAGE OF' ANY KIND. If' ANY PLANTS BECOME DAMAGED, STOLEN OR INJURED THEY SHALL BE TREATED OR REPLACED AT THE CONTRACTORS EXPENSE. REPLACEMENT PLANlS SHALi. BE OF' EQUAL VALUE OF' THE ORIGINAL PLANT MATERIAL OR IF' NO REPLACEMENT IS AVAILABLE. THE CONTRACTOR SHALL REIMBURSE THI!: OWNER FOR nlE COST OF THE MATERIAL AND INSTALLATION. THE LANDSCAPE ARCHITECT SHALL BE nlE RESPONSIBLE PARTY IN DETERMINING THE CONDITlON OF' THE PLANT MATERIAL. SIZE OF REPLACEMENT AND /OR COST COMPENSATION. . 1.11 1.12 1.13 1.14 1.15 1.18 CLEAN-UP A, DURING THE COURSE OF' PLANTING OPERATIONS. EXCESS CONSTRUCTION WASTE MATERIALS SHALL BE REMOVED AND DISPOSED OF' OFF-SITE AT A LEGAL DISPOSAL SITE. -B. PRIOR TO NOTICE OF' COMPLETION, nlE ENTIRE LANDSCAPED AREA SHALL BE CLEANED TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE. SITE OBSERVATIONS A. CONTRACTOR $HALL GIVE FORTY-EIGHT { 48) HOURS NOTICE AND SET APPOINTMENTS FOR ALL SITE OBSERVATION~ B, c. D. SITE OBSERVATIONS BY THE LANDSCAPE ARCHITECT SHALL BE SCHEDULED AS SPECIFIED IN niE NOTES ON PLANS OR AS DIRECTED BY nlE OWNER. OBSERVATIONS SHALL BE CALLED FOR AT THE END OF ALL PLANTING OPERATIONS FOR nlE PURPOSE OF DETERMINING COMPLIANCE Wini PLANS AND SPECIFICATIONS, INTENT WORKMANSHIP, AND CLEANUP. CONTRACTOR SHALL SECURE WRlffiN VERIFICATION OF' OBSERVATION DATA, AND MAKE ANY CORRECTIONS REQUIRED TO WORK BEFORE BEGINNING THE MAINTENANCE PERIOD, IN THE EVENT THE CONTRACTOR REQUESTS OBSERVATION OF WORK AND SAID WORK IS INCOMPLETE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBSERVATION COSTS INCURRED BY THE LANDSCAPE ARCHITECT. FINAL SITE OBSERVATION AND ACCEPTANCE A. FINAL SITE OBSERVATION OF PLANTING WILL BE MADE AT THE CONTRACTORS REQUEST AND UPON COMPLETION OF nlE MAINTENANCE PERIOD. B. THE WORK UNDER THIS CONTRACT WILL BE ACCEPTED BY THE LANDSCAPE ARCHITECT UPON THE SA TISf AC TORY COMPLETION OF ALL WORK, INCLUDING MAINTENANCE, BUT EXCLUSIVE OF lHE GUARANTEE OF' PLANT MATERIALS. GUARANTEE AND REPLACEMENT A. THE CONTRACTOR SHALL GUARANTEE THAT ALL PLANlS PLANTED UNDER nJIS CONTRACT SHALL BE IN GOOD, HEAL THY AND FLOURISHING CONillTION OF' ACTIVE GROWTH AT nlE END OF' ONE GROWING YEAR FROM THE DA TE_ OF' ACCEPTANCE. ALL OTHER PLANT MATERIALS SHALL BE GUARANTEED UNTIL FINAL ACCEPTANCE OF' THE MAINTENANCE PERIOD, B. ALL DEAD PLANTS AND ALL PLANTS THAT LOSE MORE THAN 30,ii OF THEIR ORIGINAL LEAVES. OR AS DETERMINED SY THE OWNER'S REPRESENTATIVE SHALL SE REPLACED WITHOUT COST TO THE OWNER WlnllN (1 O) DAYS OF' NOTICE. C. REPLACEMENT PLANT MATERIAL AND SEEDING SHALL BE OF' COMPARABLE QUALITY ANO SIZE TO TiiAT WHICH WAS ORIGINALLY INSTALLED. ALL PLANT MAlERIAL REPLACED SHALL BE GUARANTEED FOR THE ORIGINAL PERIOD, STARTING FROM THE DA TE OF' REPLACEMENT. SUBMITTALS A. SUBMIT LIST WITH SOURCES AND QUANTITIES TO LANDSCAPE ARCHITECT OF SOIL AMENDMENTI!, FERTILIZERS, PLANT MATERIALS, MULCH, SEEDS. AND SOD WITH QUANTITIES OF' EACH TO BE USED ON THE JOB. RETAIN ANO SUBMIT RECEIPTS AS REQUESTED BY THE LANDSCAPE ARCHITECT. PUBLIC SAFETY A. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO INSURE THE SAFETY OF ALL WORKERS, PEDESTRIANS AND ADJACENT PROPERTY IN ACCORDANCE WITH CALIFORNIA/OSHA REQUIREMENTS. THI!: LANDSCAPE ARCHITECT AND HIS ~~~1t~1J~ D<atg~ ~i\c~1~c~R~~Ngg~fR1~d1l~l~R~J:,r~D WE CAN NOT BE RESPONSIBLE FOR PERSONNO. OTHER lHAN OUR OWN ON THE SITE. THE SAFETY OF' OTHERS IS THE RESPONSIBILITY OF THE CONTRACTOR, THE CONTRACTOR SHALL NOTIFY nlE LANDSCAPE ARCHITECT IF HE CONSIDERS ANY OF THE RECOMMENDED ACTIONS IN THE CONTRACT DOCUMENTS TO BE UNSAFE. 1•17 Af-BUILT ~N~~M~Tig~NTRACT DRAWINGS THAT ARE VERIFIED BY THE CONTRACTOR TO BE AN APPROVED SEf OF THE GOVERNING AGENCY SHALL BE KEPT AT THE SITE OFFICE DURING CONSTRUCTION. ALL WORK THAT IS INSTALLED SHALL BE REVIEWED FOR CONFORMANCE WITH THE PLANS. IF NEW WORK OR WORK AS SHOWN ON THE PLANS IS DIFFERENT, THE CONTRACTOR SHALL NOTE THE INSTALLATION ON THE RECORD DRAWINGS. THE MARKED DRAWINGS SHALL BE KEPT CURRENT AS THE IY()RK PROGRESSES AND SHALL BE AVAILABLE FOR INSPECTION BY TH& OWNERS REPRESENT~TIVE UPON REQUEST. AT 2 WEEKS PRIOR TO THE NOTICE OF COMPLETION , ]:!ESE OR A COPY OF' THE AS-BUILT DRAWINGS SHALL BE DELIVERED TO THE OWNERS REPRESENTATIVE. · PART 2 .,. MATERIALS 2.D1 2.02 2.03 P~NT MA~lt~NTS SHALL BE NURSERY GROWN IN ACCORDANCE Wint GOOD HORTICULTURAL PRACTICES. AND SHALL BE GROWN UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF' THE PROJECT FOR AT LEAST ONE YEAR. B. PLANTS SHALL BE TYPICAL OF' THEIR SPECIES OR VARIETY AND SHALL HAVE NORMAL HABITS OF' GROWTH, THEY SHALL BE FREE OF' DISEASE.i.JNSECT PESTS OR nJEIR EGGS, SUN-SCALE INJURES, ABRASIONS OR DISFIGUREMEN , :,, AND SHALL HA VE HEAL THY, WEU.-DEVELOPEO ROOT SYSTEMS. C. TREES SHALL HA VE STRAIGHT TRUNKS UNLESS OTHERWISE SPECIFIED, WITH THE LEADER INTAC1'~ UNDAMAGED, AND UNCUT, DAMAGED OR PRUNED TERMINAL LEADERS WILL t:1E CAUSE FOR REJECTION. PLANTS SHALL NOT BE PRUNED PRIOR TO DELIVERY EXCEPT UPON THE SPECIAL APPROVAL OF THE LANDSCAPE ARCHITECT • D. ALL PLANTS SHALL CONFORM TO nlE MEASUREMENlS SPECIFIED ON THE PLANTING PLAN EXCEPT THAT PLANTS LARGER THAN SPECIFIED MAY BE USED. USE OF SUCH PLANTS SHALL NOT INCREASE THE CONTRACT PRICE • E. CONTAINER STOCK (1,5,1:1 GAL, AND BOX SIZES) SHALL HAVE GROWN IN THE CONTAINERS IN WHICH DELIVERED FOR AT LEAS'f 6 MONTHS BUT NOT OVER TWO YEARS, AND SHALL IN NO CASE BE ACCEPTED IF' A ROOT BOUND CONDITION HAS BECOME PREVALENT. LANDSCAPE MATERIALS A. "PLANTING TABLETS" SHALL BE BEST-TABS PLANTING TABLETS 20-1.D-5 10/21 \;RAM TABLETS OR APPROVED EQUIVALENT. B. MULCH" SHALL BE BARK OR WOOD MULCH FROM ONE OF nlE FOLLOWING SOURCES: SHREDDED FIR OR CEDAR OR RECYCLED TREE AND SHRUB CLIPPINGS. MULCH SHALL BE GREATER THAN 1/4" DIAMETER AND NO LARGER THAN 1/'l" DIAMETER. MULCH SHALL BE FREE OF STICKS, STONES. CLAY, CLODS, Di:'.BRIS AND c. f:~~~~~1d~.P~i~ ~AlftJt5-up BY MONSANTO CORPORATION. D. "PRE-EMERGENT" HERBICIDE SHALL BE TREFLAN, SURfLAN, EPTAN OR EQUIVALENT E. "MOW ~Tl;llPS" Stj,ALL Bf; AS SPECIFIED ON CONSTRUCTION DOCUMENTS. F'. "NAILS , WIRE', HARDWARE", "STAPLES", AND "TURNBUCKLES" SHALL BE HOT G, Jliktlf0sf'til:-~~Nl~~U. BE 2" DIAMETER BY It LENGTH COPPER NAPTHENA TE TREATED LODGE POLE PINE STAKES, OR EQUAL. ACCORDING TO THE FOLLOWING SCHEDULE: HI GALLON 1 -6' ST AKE 24" BOX OR LARGER 2 -10' STAKES H. "EROSION CONTROL FABRIC BLANKET" SHALL BE NORnt AMERICAN GREEN, MODO. SC150 I, "ROOT BARRIERS" Sl:lALL ijE BIO-BARRIER BY DOW ELANCO 1(800) 352-6778. J. "DECORATIVE ROCKS" OR BOULDERS" SHALL BE AS SPECIFIEO ON' PLANS. HYDROSEED MATERIALS A, SEED MIX -AS SPECIFIED ON PLANS. e. "WOOD PULP" SHALL BE SILVAFIBER BY WEYERHAUSER OR >{PROVED EQUAL. AT A ~ATE OF' 1£)00 LBS .. /ACRE. , C. TACKIFIER SHAU. BE M-BINDER FROM STOVER SEED OR APPROVED EQUAL. AT A RATE OF 60 LBS/ACRE. .. • ---------------------------- PART 3 -INSTALLATION 3.01 GENERAL REQUIREMENTS A. INSTALLER MUST EXAMINE THE SUBGRADE, VERIFY THE ELEVATION ANO OBSERVE nlE CONDITIONS UNDER WHICH WORK IS TO BE PERFORMED, IF' SITE CONDITIONS VARY FROM THOSE SHOWN ON THE DRAWINGS. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AND GENERAL CONTRACTOR BEFORE COMMENCING WORK. 3.02 3.03 3.04 3.05 3.011 3.07 3.08 3.D9 B. WHEN CONDITIONS DETRIMENTAL TO PLANT GROWTH ARE ENCOUNTERED OR FORESEEN SUCH AS. BUT NOT LIMITED TO PAVING, RUBBLE FIU.. ENGINEERING FILI.. ADVERSE DRAINAGE CONDITlONS. TOXIC SUBSTANCES OR OBSTRUCTIONS, NOTIFY OWNER'S REPRESENTATIVE BEFORE PLANTING. WEED KILL A. IRRIGATE SITE NORMAI..L Y FOR TWD WEEKS TO GERM I NA TE WEC:DS. APPLY CONTACT HERBICIDE PER MANUFACTURER. B, WHEN ALL WEEDS HA VE PERISHED AND THE ACTIVE PERIOD OF HERBICIDE HAS EXPIRED ALL WEEDS SHALL BE COMPLETELY TURNED UNDER BY PLOWING, ROTOTIWNG OR OTHER MECHANIC.AL MEANS. ~IF PERSISTENT REPEAT APPUCA TION TO ASSURE ERADICATION. · C. ALL HERBICIDE APPLICATIONS SHl\LL BE PERFO MED BY A LICENSED AND BONDED OPERATOR, · ;., D. APPLY PRE-EMERGENT HERBICIDE AS NOTED VNDER MATERIALS AND AT THE RATES AS SPECIFIED BY THE MANUFACTURE. SOIL PREPARATION . A. SOIL PREPARATION SHALL OCCUR NOT MORE nlAN 30 DAYS PRIOR TO PLANTING. ALL PLANTING AREAS WITH ASPHALT, ENGINEERED FILL OR OTHER DELETERIOUS MATERIAL SHALL BE THOROUGHLY DUO OUT THROUGH SUB-BASE MA TE;RIAL AND BACKFILLED WITH TOPSOIL B. APPLY SOIL AMENDMENTS RECOMMENDED IN SOILS TEST, EVENLY AND AT THE SPECIFIED APPLICATION RA TES. SEE CONTRACT DOCUMENTS FOR SPECIFIC RECOMMENDATIONS. . . C. ROTOTILL TOP 6" OF SOIL TO A LOOSE AND FRIABLE CONSISTENCY. D. SLOPES STEEPER lHAN 3: I SHALL BE RAKED, BUT SHALL NOT RECEIVE SOIL AMENDMENTS EXCEPT AT EACH PLANT PIT BACKFILL FINISH GRADING A. FINISH GRADING AFTER SOIL PREPARATION SHALL ESTABLISH FINAL FLOW LINES AND GRADIENTS FOR UNIFORM WATER DRAINAGE. , B. FINISHED GRADES SHALL BE SMOOTH, COMP ACTED AND FREE FROM IRREGULAR CHANGES, SWALES SHALL READILY DRAIN AND BE FREE OF' WMPS OR HOLLOWS, ALL PLANTING BEDS SHALL DRAIN REGULARLY AS NOTED ON THE CONSTRUCTION DOCUMENTS OR AT A MINIMUM OF 2,t AWAY FROM BUILDINGS, WALLS AND TOWARD ROADWAYS, DRAINS AND CATCH BASINS, C. MOUNDS SHALL BE SHAPED AND SCULPTED TO CREA TED A SMOOTH AND IRREGULAR NATURAL EFFECT AND SHALL BE OF ELEVATIONS AS INDICATED ON THE CONTRACT DOCUMENTS, D. FINISHED GRADES SHALL BE A MINIMUM OF 1" BELOW ADJACENT PAVJNG IN LAWN AREAS AND 2" BELOW IN GROUND COVER/SHRUB BEDS. WHERE DRAINAGE FLOW IS INTERRUPTED BY MOW STRIPS. TRANSITIOrl TO LEVEL Willi GRADE AT THESE LOCATIONS SO AS NOT TO OBSTRUCT FLOW. WHERE PAVEMENT OBSTRUClS FLOW, CONTRACT THE OWNER FOR DIRECTION. LAYOUT A. LAYOUT Of' ALL TREES. SHRUB MASSES. HEADER BOARDS, AND OTHER LANDSCAPE ELEMENlS SHALL BE STAKED BY THE CONTRACTOR IN THE FIELD FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 8. PLANT ARRANGEMENTS ARE SHOWN ON DRAWINGS, HOWEVER, FINAL LOCATION AND/OR ORIENTATION OF' ANY OR ALL PLANTS SHALL BE AS DIRECTED BY THE LANOSCAPE ARCHITECT • CONTRACTOR SHALL MAKE ANY CHANGES IN LOCATIONS OF PROPOSED PLANTING, AS MAY BE REQUIRED, WITHOUT ADDITlONAL COST TO THE OWNER, C. PRIOR TO PLANTING. CONTRACTOR SHALL SURVEY SITE FOR POTENTIAL PLANT MATERIAL CONFLICTS. POTENTIAL CONFLICTS INCLUDE, BUT ARE NOT LIMITED TO PLANT MATERIAL OBSTRUCTIONS TO SIGNS, ROOF OVERHANGS, PEDESTRIAN AND VEHICULAR lRAFFIC, AND SLOPEAEYEL AREAS WHICH DIFFER IN ELEVATION OF CONFIGURATION FROM EXISTING SITE PLAN TINO CONDITIONS. EXCAVATION OF' PLANTING PITS AND BEDS A. ALL EXCAVATED HOLES SHALL HAVE ROUGHENED SURFACES, NOT GLAZED, AND SHALL BE OF' nlE MINIMUM SIZES INDICATED ON DRAWINGS. 13, UNDER NO CIRCUMSTANCES SHALL ANY PLANT PIT OR BED REMAIN OPEN OVERNIGHT UNLESS IT IS PROPERLY BARRICADED. C. FILL EXCAVATIONS FOR ALL REPRESENTATIVE SITE CONDITIONS FOR TREES AND SHRUBS WITH WATER AND ALLOW TO PERCOLATE OUT OVER A 12 HOUR PERIOD. REFILL HOLE AND IF WATER IS NOT ABSORBED WITHIN 12 HOURS OF THE SECOND flWNG, CONTACT LANDSCAPE ARCHITECT FOR DIRECTION. PLANTING , A. AFTER PLANTING PITS HAVE BEEN DUG. ADD "PLANTING TABLElS" TO THE PLANTING PITS ACCORDING TO THE FOL.LOWING SCHEDULE: PLANT SIZE AMOUNT ROOTED CUTTINGS. LINERS, 4 INCH POTS 1 GALLON 5 GALLON 15 GAL.LON / 24" BOX 2-10 GRAM. TABLElS J-10 GRAM, TABLETS 6-10 GRAM. TABLETS B. CANNED STOCK SHALL BE REMOVED CAREFULLY FROM CANS AFTER LIGHl\.Y COMPRESSING THE SIDES Of' THE CONTAINERS TO LOOSEN THE ROOT BALL SLIDE PLANTS OUT OF CANS AND HANDLE BY EARTH BALL ONLY. C. PLANTS SHALL BE SET ON UNAMENDED NATI\€ SOIL FIRMLY TAMPED TO PREVENT SETl\.lNG. AFTER BACKFIWNG1' fld)NT CROWN SHALL BE SET SLIGH1\. Y HIGHER THAN THE SURROUNDING SOIL ce,vtJ .. UPRIGHT PLANTS SHALL BE KEPT IN A VERTICAL POSITION. D, AFTER PLACING IN PIT, WORK "PLANTING BACKFILL MIX" AROUND BALL OF GROUNDCOVER, SHRUBS AND TREES, WATER AND FIRMLY TAMP TO INSURE SOIL IN AND ABOUT ALL ROOTS. E. NO PLANT WILL BE ACCEPTED IF' THE ROOTBALL IS BROKEN OR CRACKED, EITHER BEFORE, DURING, OR AFTER THE PROCESS Of' INSTALLATION. F. STAKE TREES IMMEDIATELY AFTER PLANTING AS PER PLANTING DETAILS. 0. PRIOR TO PLANTING ALL SPRAY IRRIGATION SHALL BE FULLY OPERATIONAL A~D DRIP IRRIGATION AREAS SHALL HAVE SUPPLY LINE INSTALLED, WITH EMITTERS HELO FOR INSTALLATION UNTIL ALL PLANTING IS COMPLETE. H. ALL PLANTS UNLESS NOTED OTHERWISE ON PLANS SHALL BE THOROUGHLY WATERED AT TIME OF PLANTING, TAKING CARE NOT TO COVER CROWNS OF' PLANTS WITH WET SOIL PLANTS SHALL BE KEPT ADEQUATELY WA TEREO UNTIL TIME OF' ACCEPTANCE. I. GROUND COVER PLANTING SHALL BE AS NOTED ON PLANS AND PLANTED ON TRIANGULAR SP ACING$. EXTEND GROUND COVER TO WITHIN 12 INCHES OF' ADJACENT SHRUl3S OR TREE TRUNKS. MULCHING A. MULCH SHALL BE PLACED AROUND ALL TREES, SHRUBS AND GROUND COVERS. MULCH SHALL BE APPLIED UNIFORMLY TO COVER ALL PLANTING BED SURF ACES, INCLUDING DRIP IRRIGATION LINES, TO A COMPLElED DEPTH OF' 3 INCHES MINIMUM. FINAL GRADING A. THE FINISHED SURFACE SHALL BE SMpOTH, COMPACTED AND FREE FROM IRREGULAR CHANGES. SWALES SHAU: READILY DRAIN AND BE FREE Of LUMPS OR HOLLOWS. ALL PLANTING BEDS SHALL DRAIN READILY AT A MINIMUM OF 2'1i ANO BE FREE FROM PONDING OR STANDING WATER AT ALL TIMES. IN AREAS WHERE PLANTING BEDS ARE RETAINED BY WALLS. CURBS. TERRACES OR OTHER HARD SURFACES, CARE SHALL BE TAKEN TO PROVIDE PROPER DRAINAGE. "AS BUil T" DATE RCE ____ EXP. ___ _ 3.10 3.11 3.12 B. c. IT SHALL BE THE RESPONSIBILITY OF nlE CONTRACTOR TO MAKE nlE ENTIRE PLANTING AREA SMOOTH AND EVEN, TO INSURE THAT FINISH GRADES SHALL BE 1 INCH ea.ow THE SURF ACE OF WALLS, CURBS AND PAVED AREAS, AND IN ALL CASES WITHOUT ABRUPT CHANGES IN GRADIENT. THE GROUND SURF ACE SHALL BE REVIEWED BY THE LANDSCAPE ARCHITECT PRIOR TO SEEDING TO DETERMINE SUITABILITY FOR PLANTING. THE CONTRACTOR SHALL OBTAIN SUCH APPROVAL BEFORE PROCEEDING. HYDROSEEDING A. HYDROSEED MIX: SEE PLANTING PLANS 13. EQUIPMENT ANO APPLICATION: HYDRAULIC EQUIPMENT USED FOR THE APPLICATION OF SLURRY SHALL HAVE A BUILT IN AGITATION SYSTEM WITH AN OPERA TING CAPACITY SUFFICIENT TO AGITATE. SUSPEND AND HOMOGENEOUSLY MIX nlE ABOVE SLURRY. DISTRIBUTION LINES SHALL BE LARGE ENOUGH TO PREVENT STOPPAGE AND TO PROVIDE EVEN DISTRIBUTION OF THE SLURRY OVER THE GROUND. THE PUMP SHALL BE CAPABLE: OF EXERTING AT LEAST 150 PSI AT THE NOZZLE OR SUFFICIENT ADDITIONAL PRESSURE FOR PROPER COVERAGE, THE C. ,D. SLURRY TANK SHALL HAVE A MINIMUM CAPACITY OF' 1,500 GALLONS AND SHALL BE MOUNTED ON A TRAVELING UNIT WHICH WILL PLACE THE SLURRY TANK AND SPRAY NOZZLES WITHIN SUFFICIENT PROXIMITY TO THE AREAS TO BE SEEDED SO AS TO PROVIDE UNIFORM DISTRIBUTION WITHOUT WASTE AND SHALL BE THOROUGHLY CLEAN AND FREE OF' SEED SPECIES THAT ARE NOT SPECIFIED. APPLICATION: THE OPERATOR SHALL SPRAY THE SURFACES WITH A UNIFORM, VISIBLE COAT BY USING THE GREEN COLOR OF THE WOOD PULP AS A GUIDE. THE SLURRY SHALL BE APPLIED IN A SWEEPING MOTION, IN AN ARCHED STREAM ALLOWING THE WOOD FIBERS TO BUILD ON EACH OTHER UNTIL A GOOD COAT IS ACHIEVED AND THE MATERIAL IS SPREAD AT THE REQUIRED RATE. d, TIME LIMIT: ALL SLURRY MIXTURE WHICH HAS NOT BEEN APPLIED TO THE SURFACES WITHIN 4 HOURS AFTER MIXING WILL BE REJECTED ANO REMOVE FROM nlE PROJECT AT THE CONTRACTOR'S EXPENSE. · MAINlENANCE /ESTABLISHMENT PERIOD .· A. THE l::NTIRE PROJECT SHALL BE MAINTAINED FOR THE TIME AS SPECIFIED ON PLANS, COMMENCING FROt.l THE TIME ALL IRRIGATION ANO LANDSCAPE WORK HAS BEEN COMPLETED OBSERVED BY THE LANDSCAPE ARCHITECT • AND WRlffiN NOTICE OF' COMPLETION PROVIDED. THE CONTRACTOR SHALL MAINTAIN THE LANDSCAPE ACCORDING TO THE FORGOING ARTICLES AND OF THE SPECIAL PROVISIONS AND TO B. c. D. E. F. 0. H. I. J. K. L M. THE SATISFACTION OF' THE OWNER. , CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ALL AREAS INCLUDED IN THE CONTRACT DOCUMENTS DURING lHE PROGRESS OF THE WORK, THROUGH lHE MAINTENANCE PERIOD, AND UNTIL NOTICE OF COMPLETION, MAINTENANCf; OF PLANTED AREAS SHALL INCLUDE, BUT NOT BE LIMITED TO WATERING, PRUNING, EROSION REPAIR, WEED CONTROL. CULTIVf\TING, MULCHING SPRAYING AND REPLACEMENT OF' SICK. DEAD OR DAMAGED 0PLANTS Tel PROPER GRADES OR UPRIGHT POSITlON~ MOWING. DEBRIS REMOVAL. AND ALL OnlER CARE NECESSARY FOR PROPER G~OWTH AND APPEARANCE Of THE PLANTS. DAMAGE RESULTING FROM GUWES, WASH OU TI!, OR OTHER EROSION SHALL BE REPAIRED BY FIWNG AND TAMPING, RE FERTILIZING, AND RESEEDING OR REPLANTING BY lHE CONTRACTOR AT HIS EXPENSE IF' SUCH DAMAGE OCCURS PRIOR TO ACCEPTANCE OF' WORK UNDER THIS CONTRACT. ALL SHRUBS ANO TREES SHALL BE MAINTAINED IN THEIR NATURAL SHAPES. TALL OR SCRAGGI. Y BRANCHES SHALL BE THINNED OUT WHERE NECESSARY, IN NO CASE SHALL TREES OR SHRUBS BE TRIMMED BY HEADING OR SHEARING. ANY PLANTS SEVERELY P['!UNED IN nllS MANNER SHALL BE REMOVED AND REPLACED AT CONTRACTOR S EXPENSE. DURING nlE MAINTENANCE PERIOD, ANY PLANT INDICATING WEAKNESS OR PROBABILITY OF DYING, OR HAVE LOST MORE THAN 30'1: OF LEAVES SHALL BE REPLACED BY THE CONTRACTOR AT HIS OWN EXPENSE. TREE STAKES WHICH FOR ANY REASON ARE DAMAGED OR RENDERED INADEQUATE FOR SUPPORT SHALL BE REPAIRED AND RESTORED TO nlEIR ORIGINAL CONDITIONS. TREE TIES SHALL BE ATTACHED SECURELY. CONSTANT DILIGENCE SHALL BE MAINTAINED FOR THE ADVENT OF' DISEASE. INSECTS, AND/OR RODENT INFESTATIONS AND PROPER PREVENTATIVE OR CONTROi. MEASURES TAKEN. • ALL WEEDS IN GROUNOCOVER AREAS SHALL BE PULLED AS THEY APPEAR AND PRIOR TO SETTING SEED DURING THE MAINTENANCE PERIOD. ALL WALKS, CURBS, AND GUTTERS SHALL BE KEPT CLEAR OF DEBRIS, MUD, DUST, AND STANDING WATER BY SWEEPING ANO MOPPING AS REQUIRED TO MAINTAIN CLEANLINESS THROUGHOUT, DURING THE MAINTENANCE PERIOOL AREAS INCLUDED IN THE CONTRACT SHALL BE CLEAN AND FREE OF DEBRIS AND WEEDS. ALL PLANT MATERIALS SHALL BE LIVE, HEAL THY, AND FREE OF' INFESTATION. IF ANY ITEM OR PORTION OF THE CONTRACT WORK IS NOT ACCEPTABLE TO nlE OWNER'S REPRESENTATIVE AT THE TIME OF FINAL INSPE~TION, CONTRACTOR SHALL BE REQUIRED TO MAINTAIN ALL AREAS INCLUDED IN THE" CONTRACT FOR ANY ADDITIONAL PERIOD OF' TIME AS MAY BE REQUIRED TO REPAIR DEFECTIVE ITEM OR PORTION. SETl\.lNG OF' MULCHED AREAS AND EROSION OF MULCH WITHIN lHE MAIN TEN AN CE PERIOD SHALL BE SUPPLEMENTED WITH ADDITIONAL MULCH AT THE CONTRACTORS EXPENSE TO MEET THE DEPTH AND COVERAGE SPECIFIED, SETl\.lNG OF AREAS WHICH CAUSES WATER TO POND OR INTERRUPT DRAINAGE FLOWS SHALL BE REPAIRED TO MAINTAIN POSITIVE DRAINAGE. rimN ~TiiE END OF THE SPECIFIED ESTABLISHMENT PERIOD,_ THE CONTRACTOR SHALL PRESENT WRlffiN NOTICE TO THE LANDSCAPE ARCHITE1,;T AND OWNER, THAT HE HAS COMPLETED THE REQUIRED MAINTENANCE AND SUBMIT THE RECORD DRAWINGS. FURTHER MAINTENANCE WILL BE THE RESPONSIBILITY OF THE OWNER, i I I I j I . I l l I I ' I i i I I ·• ri I 1, ' :ll -END OF SECTION-~ ... ~::":5J-~.,,.:~~~, REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, PLANNING DEPARTMENT AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. rS-OG_P_RO-J~EC-T N-0-, 0-4-3-02--, ._i,_' P\.TOATE:JULY8,20(ll ' SCHMIDT DESIGN GROUP, INC. :I • •• • 6,,:. ••• BALANCINCi ART!ST!C EXPRESSION JN 0ESICiJ" WITH ENVIRONMENTAL SENSITIVITY :i l 2655 Fourth Avenue, San Diego, CA 92103 . ::J telephone {619} 236-1462 facsimile [619} 236-879. www.schmidtdesign.com· , ... ' 1 Lie, CA 2138, NV 219, AZ 34139 1·•1 p~ .1 APPROVED FOR PLANTING AND ' j IRRIGATION ONLY, INCLUDING PRECISE LOCATI~ OF PLANTING A.REAS I 1421 CITY OF CARLSBAD PLANNING DEPARTMENT -~-----·-------------,---! PLANTING SPECIFICATIONS VILLAGES OF LA COSTA OAKS 3.~ , l __ AFFORDABLE SITE (HUNTER'S POINTE) j Riv-,.-w-eo_B_Y,-------------i~::::::_t::::_t:::::::::::::::::::::::::::::: .. ~==============:===~ l-:-~-:-:-:-:~-~,,__.~,,.__ ... ~~·~orli~~----~{~7(ftt , INSPECTOR DATE DWN BY: JJ KC, EH DATE BY DESCRIPTION APP'D CHKD BY: JJ f-C--=-<_..=..:_J_ ____ R_E_V_IS_I_O_N_S ____ ~--1 RVWO BY: J-~J - PROJECT NO. SOP 04-13 " ,j ---~-----------~•---~· ... -------"··.-,~., . ·r-~i·T-,.:~ I I , I F i ;. : ! l , I I I ' I 1 I . ' ; ' ' . : i ' -' I ; ·1 ji,1 Ji '~ I " l ' -