Loading...
HomeMy WebLinkAboutDWG 479-6M; CT 13-01; BUENA VISTA 11 MODEL HOMES; 01-171677 i , ' ),,, - CA 92008 VICINITY MAP LOCATION MAP CITY OF OCEANSIDE HIGHWAY 78 PACIFIC OCEAN NOT TO Gl .SCALE CITY OF VISTA CITY OF ENCINITAS DRAWING INDEX: SHEET TITLE Tl TL[ S/-l[[T LANDSCAPE LAYOUT PLAN CITY OF MARCOS LANDSCAPE CO/I/ STRUC TIO/I/ PLAN LANDSCAPE CONSTRUCTION DETAILS 1-1 YOROZONE PLAN LANDSCAPE /RR/GA TION PLAN LANDSCAPE /RR/GA TIO/I/ DETAILS TR[[ & VIN[ PLANTING PLAN S/-/RUB ANO GROUNDCOV[R PLANTING PLAN PLANTING DETAILS LANDSCAPE LIG/-1 TING PLAN 'ista rd Ln ';C p. Buena V1st )' SHEET NUMBER 1 2 3 4-5 6 7 8-12 13 14 15-16 1 7 TTAC/-/[D FOR R[F[R[NC[ *Cl \/IL ENGINEER'S PRECISE GRADING S/-/[[TS 1-3 Ak[ A •ALL AREAS SHALL /-IA I/[ POSITIVE SURFACE ORA/NAG[ (2% GR AWAY FROM ANY STRUCTURES AND TERM/NA TE IN AN APPROVE ADE IN PLAN !ING AREAS) 0 DRAINAGE SYST[M *FDR LANDSCAPING OF PARKWAYS ANO SLOP[ AREAS, S DI RT DIAL TOLL FREE 1 -800 -422 -4133 AT LEAST TWO OA YS ~EFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA EE owe 479-SL --\,~tl..OSCAp~ ':,-._ ,;.:Q -......_-1~ '-s o/ c, t ,,,': 1 '-, /\0. (! , - " -" -.," ~ f{t'!f!> ,,· ~ ,> )' $' -....,________.,..... 0 '<-~! Qp,\_.','r NOTE: DECLARATION OF RESPONSIBLE CHARGE: I H[R[BY O[CLAR[ THAT I AM TH[ L/C[NS[O O[S!GN[R OF WORK FOR THIS PROJ[CT, THAT I HAV[ EXERCISED R[SPONS!BLE CHARGE OV[R THE DESIGN OF THIS PROJ[CT AS DEF!N[O IN SECTION 6703 OF THE BUSINESS ANO PROF[SS!ONS COO[ ANO THAT THE O[S!GN IS CONSISTENT WITH CURR[NT STANDARDS. I UNDERSTAND THAT TH[ CH[CK OF PROJECT DRAWINGS ANO SPCC!FICAT!ONS BY TH[ CITY OF CARLSBAD ANO SAN 0/[GO COUNTY O[PARTM[NT OF EN\/!RONMENTAL H[AL TH IS CONF!N[O TO A RE\/t[W ONLY AND DOES NOT R[L/[V[ ME, AS TH[ L!CENS[O DESIGNER OF WORK, OF MY R[SPONS!B!L!T![S FOR PROJ[CT O[S!GN. THESE PLANS HA\/f /3E[N PR[PARtD IN SUBSTANTIAL CONFORMANC[ WtTH TH[ APPROVED LANOSCAP[ CONC[PT PLAN, WA T[R CONSERVATION PLAN, FIR[ PRO ff CT/ON PLAN, AND ALL CONDITIONS OF APPROVAL R[LAT[O TO LANDSCAPING, BY: C M. BROWN, LLC ~~2~ PHO/I/[ NO: (85B_) !illc:55"'"--------- REGISTRATION NO: CA RLA lf5719 EXP/RATION DA ff: S[PTEMBCR 30, 2015 WATER EFFICIENT LANDSCAPE DECLARATION: I AM FAMILIAR WITH TH[ R[QU!R[M[NTS FOR LANOSCAP[ ANO !RR/GA TION PLANS CONTA!N[O IN TH[ CITY OF CARLSBAD'S LANOSCAP[ MANUAL & WA T[R ffFIC![NT LANOSCAP[ R[GULA TIONS. I HA I/[ PR[PAR[O THIS PLAN IN COMPLIANC[ W!!H THOSE R[GULA T!ON5 AND TH[ LANOSCAPt MANUAL. I CER rtFY THAT TH[ PLAN tMPL[M[N TS THOS[ R[GULA TIONS TO PROV/0[ [ZS[ OF .. w WAA TT[[~, . BY: C M BROWN, LLC ~-~---'_=~~~--=_--_>-_===~~--------~_.,f,_/4'------'J+l~"--~-··-- PHONE NO: ( -1i5./i.) 6,3.3-,3550 REGISTRATION NO: CARLA /f5719 EXP/RA T!ON DA ff: SEPTEMBER 30 2015 BACKFLOW PREVENTER TESTING: ALL !RR/GA T!ON BACKFLOW PR[V[NTERS SHALL B[ TfST[O BY A C[RT!Fl[O T[ST[R ANO R[SULTS MUST B[ GIVEN TO TH[ CITY ANO TH[ CARLSBAD MUNICIPAL WAT[R DISTRICT, PIP[ B[TW[[N TH[ M[TfR ANO BACKFLOW PR[V[NffR SHALL B[ "SCH[OUL[ K HARD COPP[R" APPR0\/[0 CONTRACT BACKFLOW T[STCRS CAN Bf FOUND ON TH[ CITY W[[J SIT[ AT: HTTP: //WWW CARLSBAD CA GOV /S[RV!C[S/OEPARTM[N TS/WA ffR/OOCUM[NTS/R[CYCL[O WA T[RBACKFLOWT[STERLIST.POF FDR R[CYCL[O OR HTTP: //WWW CARLSBAOCA GOV /S[RV!C[S/D[PARTM[NTS/WA TER/OOCUM[NTS/WA T[RBACKFLOWTfST[RLIST.POF FOR POTABLE OR CALL (760) 438-2722. INSPECTION PROCEDURES: !NSP[CTION PROC[OUR[S: !NSP[CTION OF TH[ PROJ[CT SHALL BE PERFORM[O BY TH[ Lf,NOSCAPE ARCHITECT OF WOHK, OR HIS O[S!GNAffO AGENT. REF[R TO TH[ SP[CIF!CATIONS FOR TH[ SCHEDUL[ OF R[QU!R[O !NSP[CTIONS AND R[QU!R[O SUBMITTALS, FOLLOWING COMPL[TION OF Tit[ WORK, T/-1[ LANOSCAP[ ARC!!!T[CT OF THC WORK WILL CERTIFY THAT THE !NSTALLA T!ON HAS B[[N COMPL[T[O BY SUBMITTING THE "C[RT!F!CA TION OF COMPL[TION" FORM A R[QU[ST FOR A FINAL LANDSCAP[ !NSP[CTION BY THE CITY MUST ALSO B[ MAD[ BY CALLING THE INSPECTION REQUEST LINE. "C[RTIF!CA TION OF COMPL[TION" FORM FAX TO: (760) 944-8943 LANOSCAP[ INSPECTION REQUEST PHO/If[ LIN[: (760) 602-4602. PRIOR TO BEGINNING LANDSCAPE WORK: TH[ CONTRACTOR SHALL CONTACT TH[ D[S!GN[R OF WORK PRIOR TO B[G!NN!NG LANDSCAP[ WORK AND Tl-![ D[S!GN[R OF WORK SHALL R[VtEW TH[ PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORO!NGL Y TO FULLY SCRtfN ALL UTILITIES FROM Vt[W AND PROT[CT ALL UTILITIES (ABOV[ & B[LOW GRAD[) FROM !NVAS!V[ PLANT GROWTH AND ROOTS APPROVED FOR !RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 11 AS BUIL T 11 A SEPARATE CITY R[Vt[W ANO APPROVAL IS R[QU!R[O FOR ANY PORTIONS OF TH[S[ PLANS R[OU!R!NG A RCE EXP. DATE BUILDING PERMIT. CITY APPROVAL OF TH[S[ PLANS IS FOR LANDSCAPE PLANTING AND !RR/GA T!ON ONLY REVIEWED BY, INSPECTOR DATE 04,14.15 CB i\ REVISION I SH~ET I CITY OF CARL;:3BAD m 04,24, 15 CB ~ R[VIS!ON PLANNING DIVISION 7 LAND$CAPE IMPROVEMENT PLAN$ FOR: BUENA VISTA 11 TITLE SHEET I APPROVED: PLANNING rv-J1 ~ E--H~ <-f-, ✓ L, 'i -p:;-I OWN BY: CB I PROJECT NO. I DRAWING NO DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: DESIGNER OF l'/ORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CT 13-01 479-6M ' ,I SUBDIVISION BOUNDARY 7 ~ WATER PIPELINE EASEMENT EDGE OF TURF BLOCK SEE CIVIL ENGINEER'S PLANS (TYP,) TEMPORARY PARKING AREA -SEE CIVIL ENGINEER'S PLANS ROAD RIGHT-OF-WAY (TYP,) PLANTING EDGE (TYP) LOT PROPERTY LINE (TYP,) SEE SHEET DWG 479-6L FOR LANDSCAPING OF PARKWAY AND SLOPE AREAS BIOFILTRATION SWALE SEE SITE GRADING AND DRAINAGE PER CIVIL PLANS (TYP,) \ 0 \ -0 0 -0 \ h 0 rn PAVING EDGE (TYP,) FENCELINE (TYP,) SEE SHEET DWG 479-BL FOR LANDSCAPING OF PARKWAY AND SLOPE AREAS I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL AND WATER EFFICIENT LANDSCAPE REGULATIONS, I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL AND AGREE TO COMPLY WITH ALL REQUIREMENTS WHEN SUBMITTING CONSTRUCTION DOCUMENTS. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER," \ \ \ \ \ \ \ \ \ \ PA 0 LAWN 3'-0" PA • \r------D----=,--8----B, + + + + + 0 w + w + ' " + w > 0 PA I + ~ w+ Q +'1. + ~ !iJ-~ +~ , 'l " 0 " \\'+ ~ ~ +\" 1 +1 In+ + + + + + + + PA + + + + GRAVE PATH • 3'-0" PA 0 9 M 3'-0" c,> '" 6'-ti" PA \ PA rEMPOFI..ARY PARKING AREA PER CJVIL DRAWINGS 6'-2" 3'-1" 2'-0" 3'-8" 3'-8" "0 BUENA VISTA WAY CONCRETE WALKWAY 4'-7" 4'-7" 2'-6" 2'-6" CONCRETE PAVING PER ARCHITECT'S DRAWINGS LAWN 2'-0" !l'-0" • PA PA PA 1'-6" CONCRETE DRIVEWAY PER CIVIL DRAWINGS TEMPORARY MODEL RESTROOM ACCESS -SEE CIVIL ENGINEER'S PLANS • • PA 8 I IXS'lUJ wa 0 C..[clz 0 I-cc--,: :Es ~u~ :,~□ 3'-8" • PA • + + + + + + + w -tfu + ," c,,, "w +~~+ <( ~r.n ~~~ ~-% tij w 3: #! ~+ 5~~ r~ t§ G o i: 2: + 0" 00 w a+ Q ,,,, + + TEMPCMRY RESTROOM PER CIVIL DRAWINGS + + + lli +~~ ,lie +ffit ,to GRAVEL + ~ ,+ i~ PAVING +~ + '1- + + • 0 ~ SCALE: 0 8 1 6 24 ! I I I N 1/8"=1' ,:i LANDSCAPE LAYOUT GENERAL NOTES: 1, ALL WORK SHALL CONFORM TO ALL CITY AND OTHER GOVERNING AGENCIES' REGULATIONS FOR LANDSCAPE CONSTRUCTION, CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS, INSPECTIONS AND APPROVALS REQUIRED FOR THIS WORK, 2, COMPLY WITH ALL GEOTECHNICAL RECOMMENDATIONS, NOTIFY THE GEOTECHNICAL ENGINEER 48 HOURS IN ADVANCE FOR ANY REQUIRED INSPECTIONS, 3, REFER TO ARCHITECTURAL DRAWINGS BY SENNIKOFF ARCHITECTS, 5500 EAST 2ND STREET, STE 2, LONG BEACH, CA 90803, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, REFER TO CIVIL ENGINEER'S DRAWINGS FOR DRAINAGE PIPE SIZING AND CALCULATIONS, ENGINEER TO BE LUNDSTROM ENGINEERING & SURVEYING, 5333 MISSION CENTER ROAD, SAN DIEGO, CA 92108, REFER TO THE BOUNDARY AND TOPOGRAPHIC SURVEY, BY LUNDSTROM ENGINEERING & SURVEYING, 5333 MISSION CENTER ROAD, SAN DIEGO, CA 92108, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURATE LAYOUT OF THE PROJECT, FOR ESTABLISHING ALL REFERENCE POINTS AND LINES SET FOR CONSTRUCTION, FOR CERTIFICATION OF FINISH GRADES AS SHOWN ON THE LANDSCAPE DRAWINGS, AND TO MATCH EXISTING SURFACES WHERE APPLICABLE, IF REQUIRED, THE CONTRACTOR SHALL EMPLOY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR TO DELINEATE HORIZONTAL DIMENSIONS AND SET ELEVATIONS IN ORDER TO CONFORM TO CONSTRUCTION DOCUMENTS, CONTRACTOR SHALL VISIT THE SITE, VERIFY EXISTING GRADES, BECOME FAMILIAR WITH SITE AND SOIL CONDITIONS, AND COORDINATE LANDSCAPE LAYOUT AND CONSTRUCTION WORK WITH ALL SUBCONTRACTORS IN ORDER TO PREVENT CONSTRUCTION DISRUPTION OR INTERFERENCE WITH OTHER TRADES, IF THERE ARE ANY DISCREPANCIES BETWEEN THE ACTUAL ON SITE CONDITIONS AND THESE PLANS, THE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING CONSTRUCTION, VERIFY LOCATION OF ALL UNDERGROUND UTILITIES AND SERVICES PRIOR TO ANY EXCAVATION, CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR ALL DAMAGE CAUSED BY FAILURE TO DO SO, THE LANDSCAPE ARCHITECT IS TO REVIEW AND APPROVE ALL STAKING IN THE FIELD BEFORE THE BEGINNING OF CONSTRUCTION INDICATED DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED MEASUREMENTS ON PLANS, REPORT ALL CONDITIONS WHICH PREVENT PROPER EXECUTION OF THIS WORK TO THE GENERAL CONTRACTOR PROTECT ALL STRUCTURES, UNDERGROUND UTILITIES AND EXISTING PLANT MATERIAL INDICATED TO REMAIN ON THE SITE FROM DAMAGE DURING LANDSCAPE LAYOUT AND CONSTRUCTION WORK, CONTACT THE ARBORIST FOR PLANT MATERIAL/TREE PROTECTION RECOMMENDATIONS, NO BRANCHES, LIMBS OR ROOTS OF ANY PLANT MATERIAL ARE TO BE CUT OR PRUNED WITHOUT PERMISSION FROM AN ARBORIST, PRIOR TO ANY INSTALLATION, SAMPLES OF ALL FINISH MATERIALS ARE TO BE PREPARED BY THE CONTRACTOR FOR APPROVAL BY THE CLIENT AND LANDSCAPE ARCHITECT, EROSION AND SILTATION PREVENTATIVE MEASURES SHALL BE IMPLEMENTED AND MAINTAINED AS REQUIRED BY THE APPROPRIATE GOVERNMENTAL AUTHORITY, CONTRACTOR SHALL KEEP SOIL WATERED SUFFICIENTLY TO ELIMINATE DUST NUISANCE, TREE SYMBOLS • PROPOSED TREE 0 EXISTING HOA TREE NOTE WELL: NO EXCAVATION OF ANY KIND IS TO OCCUR ANYWHERE ON SITE WITHOUT FIRST VERIFYING THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES, 04,1415 CB /1\ REVISION 04,24, 15 CB & REVISION 1>,.\'I.DSCAp~-:_-~. t a\ ~-,,,, .:; /v1.._..~ Si --\\ ~ . '\~. ~ DATE INITIAL DATE INITIAL DATE INITIAL ;-&--.-o'<'-~?r OA\.\~~ DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ---- APPROVED FOR !RR/GA T!ON AND PLANTING ONLY, INCLUDING PRECISE LOCA T!ON OF PLANTING AREA. II As BUIL T 11 RCE EXP DATE REVIEl,IED BY, INSPECTOR DATE I SH~ET I CITY OF CARLSBAD m PLANNING DIVISION 7 LANDSCAPE IMPROVEMENT PLANS FOR: BUENA VISTA 11 -LOT 8 MODEL LANDSCAPE LAYOUT PLAN APPROVED: /ftJ;,~ r-1-~n__;,-Jt 4 · i:s:t -I .:;- PLANNING DWN BY: CB I PROJECT NO, I DRAWING NO, CHKD BY: CT 13-01 479-6M RVWD BY: ; I' I ,· " _S_U_BD_I_V_IS_IO_N_B_O_U_N_DA_R_Y __ ~7 WATER PIPELINE EASEMENT EDGE OF TURF BLOCK SEE CIVIL ENGINEER'S PLANS (TYP.) TEMPORARY PARKING AREA -SEE CIVIL ENGINEER'S PLANS ROAD RIGHT-OF-WAY (TYP.) PLANTING EDGE (TYP.) ENGINEERED SLOPE - SEE CIVIL ENGINEER'S PLANS (TYP.) LOT PROPERTY LINE (TYP.) SEE SHEET DWG 479-6L FOR LANDSCAPING OF PARKWAY AND SLOPE AREAS BIOFILTRATION SWALE SEE SITE GRADING AND DRAINAGE PER CIVIL PLANS (TYP.) PAVING EDGE (TYP.) FENCELINE (TYP) SEE SHEET DWG 479-6L FOR LANDSCAPING OF PARKWAY AND SLOPE AREAS I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL AND WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL AND AGREE TO COMPLY WITH ALL REQUIREMENTS WHEN SUBMITTING CONSTRUCTION DOCUMENTS. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER." / \ ' -a 0 -0 ' h rn I I \ I I I AN ENCROACHMENT PERMIT IS REQUIRED FOR THE INSTALLATION OF ENHANCE PAVING WHERE LOCATED IN THE RIGHT-OF-WAY ~ BUENA VISTA WAY ., . : .. . . . . . ... --_;;=---------.r-r--r--r--r~--,--,.....---:,+--1-.. --'--.. ""'·,_..,.. __ ... -'1------r-- <I • ;,· -' • • • 7-~ / / / (/ / / . . . [Q] .... '!· .. .. . . . '. " ·. • . . . . . .. ..•.. ..•.. TEMPORARY MODEL RESTROOM ACCESS -SEE CIVIL ENGINEER'S PLANS ..-" .. ,__ . .• . ~---------------tl,1 ... ..•.. '4: •.. 4. • . • . • . 7; ' 8 0 I ~ I I I I I I I . . SCALE: 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 L_ 8 I 1/8"=1' 1 6 24 I I PAVING AND FENCE LEGEND SYMBOL □ \l ll ,~~ ~ N '1 DESCRIPTION TURFBLOCK PER CIVIL ENGINEER'S DRAWINGS EXPOSED AGGREGATE CONCRETE WITH INTEGRAL COLOR COLOR: TO BE DETERMINED SEE DETAILS C/5, 0/5, E/5 REINFORCED STRAW MAT INSTALLED PER HOA DRAWINGS 3/8" GRAVEL PAVING COLOR: CALIFORNIA GOLD AT SOUTHWEST BOULDER SEE DETAILS E/4, F/4 18"X36" STEPSTONE, INC CALARC PAVERS WITH GRAVEL BANDING COLOR: GRANADA WHITE WITH LIGHT SANDBLAST FINISH SEE DETAIL /V5 WOOD FENCE GATE COLOR: STAIN TO BE DETERMINED SEE DETAIL ENTRY GATE PER ARCHITECT'S DRAWINGS RESTORATION HARDWARE AZOBE MEDIUM PLANTER SET ON 24"X24" CALARC PAVER SEE DETAIL B/5 RESTORATION HARDWARE 24" ZINC FOUNTAIN SET ON GRAVEL BASE INSTALL PER MANUFACTURER'S INSTRUCTIONS BENCH TO BE SELECTED BY INTERIOR DESIGNER WOOD FENCE COLOR: STAIN TO BE SELECTED SEE DETAIL /V4 PERMALOC ALUMINUM EDGING COLOR: MILL FINISH SEE DETAILS C/4, D/4, E/4 MULCH OVER WEED BARRIER SAMPLE TO BE APPROVED BY LANDSCAPE ARCHITECT WATER EFFICIENCY SIGNAGE SEE DETAIL G/4 04.14.15 CB 04.24.15 CB REVISION REVISION TREE SYMBOLS • PROPOSED TREE 0 EXISTING HOA TREE NOTE WELL LANDSCAPE CONSTRUCTION GENERAL NOTES: ALL WORK SHALL CONFORM TO ALL CITY AND OTHER GOVERNING AGENCIES' REGULATIONS FOR LANDSCAPE CONSTRUCTION. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS, INSPECTIONS AND APPROVALS REQUIRED FOR THIS WORK 2. COMPLY WITH ALL GEOTECHNICAL RECOMMENDATIONS. NOTIFY THE GEOTECHNICAL ENGINEER 48 HOURS IN ADVANCE FOR ANY REQUIRED INSPECTIONS. 3. REFER TO ARCHITECTURAL DRAWINGS BY SENNIKOFF ARCHITECTS, 5500 EAST 2ND STREET, STE 2, LONG BEACH, CA 90803. 4. REFER TO CIVIL ENGINEER'S DRAWINGS FOR DRAINAGE PIPE SIZING AND CALCULATIONS. ENGINEER TO BE LUNDSTROM ENGINEERING & SURVEYING, 5333 MISSION CENTER ROAD, SAN DIEGO, CA 92108 5. REFER TO THE BOUNDARY AND TOPOGRAPHIC SURVEY, BY LUNDSTROM ENGINEERING & SURVEYING, 5333 MISSION CENTER ROAD, SAN DIEGO, CA 92108. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURATE LAYOUT Of' THl' P"OJECT, FOR ESTABLISHING ALL REFERENCE POINTS AND LINES SET FOR CONSTRUCTION, FOR CERTIFICATION OF FINISH GRADES AS SHOWN ON THE LANDSCAPE DRAWINGS, AND TO MATCH EXISTING SURFACES WHERE APPLICABLE. IF REQUIRED, THE CONTRACTOR SHALL EMPLOY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR TO DELINEATE HORIZONTAL DIMENSIONS AND SET ELEVATIONS IN ORDER TO CONFORM TO CONSTRUCTION DOCUMENrs. 7. CONTRACTOR SHALL VISIT THE SITE, VERIFY EXISTING GRADES, BECOME FAMILIAR WITH SITE AND SOIL CONDITIONS, AND COORDINATE LANDSCAPE CONSTRUCTION WORK WITH ALL SUBCONTRACTORS IN ORDER TO PREVENT CONSTRUCTION DISRUPTION OR INTERFERENCE WITH OTHER TRADES 8. IF THERE ARE ANY DISCREPANCIES BETWEEN THE ACTUAL ON SITE CONDITIONS AND THESE PLANS, THE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING CONSTRUCTION. 9 VERIFY LOCATION OF ALL UNDERGROUND UTILITIES AND SERVICES PRIOR TO ANY EXCAVATION CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR ALL DAMAGE CAUSED BY FAILURE TO DO SO. 10. THE LANDSCAPE ARCHITECT IS TO REVIEW AND APPROVE ALL STAKING IN THE FIELD BEFORE THE BEGINNING OF CONSTRUCTION. 11. INDICATED DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED MEASUREMENTS ON PLANS. 12. REPORT ALL CONDITIONS WHICH PREVENT PROPER EXECUTION OF THIS WORK TO THE GENERAL CONTRACTOR. 13. PROTECT ALL STRUCTURES, UNDERGROUND UTILITIES AND EXISTING PLANT MATERIAL INDICATED TO REMAIN ON THE SITE FROM DAMAGE DURING LANDSCAPE CONSTRUCTION WORK. CONTACT THE ARBORIST FOR PLANT MATERIAL/TREE PROTECTION RECOMMENDATIONS. 14. NO BRANCHES, LIMBS OR ROOTS OF ANY PLANT MATERIAL ARE TO BE CUT OR PRUNED WITHOUT PERMISSION FROM A CERTIFIED ARBORIST 15. PRIOR TO ANY INSTALLATION, SAMPLES OF ALL FINISH MATERIALS ARE TO BE PREPARED BY THE CONTRACTOR FOR APPROVAL BY THE CLIENT AND LANDSCAPE ARCHITECT. 16. EROSION AND SILTATION PREVENTATIVE MEASURES SHALL BE IMPLEMENTED AND MAINTAINED AS REQUIRED BY THE APPROPRIATE GOVERNMENTAL AUTHORITY. 17. CONTRACTOR SHALL KEEP SOIL WATERED SUFFICIENTLY TO ELIMINATE DUST NUISANCE. *SEE CIVIL PLANS FOR CONCRETE PAVING AND GRADING INFORMATION *SEE DWG 479-6L FOR LANDSCAPING OF PARKWAYS AND SLOPE AREAS APPROVED FOR !RR/GA T!ON AND PLAN TING ONLY, INCLUDING PRECISE LOCA T!ON OF PLAN TING AREA. ''AS BUILT" RCE ___ EXP. ___ _ DATE NO EXCAVATION OF ANY KIND IS TO OCCUR ANYWHERE ON SITE WITHOUT FIRST VERIFYING THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES. REVIEwED BY, INSPECTOR DATE I SH~ET I CITY OF CARLSBAD ~ PLANNING DIVISION 7 LANDSCAPE IMPROVEMENT PLANS FOR: BUENA VISTA 11 -LOT 8 MODEL LANDSCAPE CONSTRUCTION PLAN I APPROVED /'¼q,\ U e:,ll ~* "-t c..,'9 ,,;" 1 t====j====j===============================~====~====~====~===~ ~P=,LA:::.N='cN-;;_l=N:::.Gc-=-=-=...;:;~-=-=;--;=========~=:=::;=:_::=~· DWN BY: -~C~B-PROJECT NO. DRAWING NO. CHKD BY: --CT 13-01 479-6M RVWD BY: DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE DATE INITIAL OTHER APPROVAL CITY APPROVAL ,' i ,, ------------- ------4 X 4 PRESSURE TREATED REDWOOD POST@8' O.C. ------2 X 8 CEDAR CAP 2 X 8 CAP -----2 X 6 CEDAR PLANT ON 2X6 PLANT ON 1 X 6 CEDAR SIDING 1 X 6 SIDING 2 X 4 REDWOOD STRINGER 4 X 4 POST I I b ) 2X4 ' "' STRINGER FINISH GRADE ) 2 X 6 CEDAR PLANT ON 2" CLEAR ' 2X6 --9/- 2" CLEAR -- SECTION /ELEVATION 0 WOOD FENCE N.T.S. z :. ' ' N z :. -----------------SEE GRADING PLAN FOR FINISHED GRADE ----------PLANTING AND LAWN EDGE SECTION PERMALOC ALUMINUM EDGING r MIN. 30" THIS MODEL ., ;f HOME USE: WATER EFFICIENT LANDSCAPING AND IRRIGATION ELEVATION -------12" ALUMINUM STAKES TO LOCK INTO PREFORMED SLOTS ON THE EDGING NOTE: INSTALL PER THE MANUFACTURER'S RECOMMENDATIONS PERMALOC PH: 800-356-9660 WHITE CHLOROPLAST SIGN MIN. 2" HIGH BLACK LETTERING N.T.S. 99999-0l<:>d PROVIDE TEMPORARY AND APPROPRIATE STAKING TO PROVIDE STABILITY TO SIGN IN ALL WEATHER CONDITIONS NOTE: WATER EFFICIENT LANDSCAPE BROCHURES ARE TO BE MADE AVAILABLE PER CITY OF CARLSBAD LANDSCAPE MANUAL WATER EFFICIENCT SIGNAGE WITH STAKING N.T.S. 99999-0lS! 112" MAX 30"r-- /// / ✓ " '"' \ ~ LATCH ASSEMBLY 2 X 8 CEDAR CAP 2 X 6 CEDAR PLANT ON -~ .~ I , \ I I ) , <' I I I / I I I \ I I I I I I • / I / V I V I / \, V / V / V -I ,, V ------------ 1 X 6 CEDAR SIDING 2 X 4 REDWOOD STRINGER 6" SELF-CLOSING HINGE (TYP.) FINISH GRADE 2 X 6 CEDAR PLANT ON 2" CLEAR ~ V =----:::::::-;; -17 J . -V ELEVATION -------------, NOTE: ALL METAL TO BE ZINC PLATED OR APPROVED EQUAL, CLEAN OF FREE PAINT AND STAIN. ALL GATE MEMBERS TO BE GLUED AND NAILED 0 WOOD GATE N.T.S. 0 SECTION ------------------ADJACENT GRAVEL PAVING ~----------SEE GRADING PLAN FOR FINISHED GRADE/SURFACE 111=111= = =ffi=I I 1::::1I1::::111::::::111=111::::::1 I 1- ------PLANTING/LAWN AREA 2" AT PLANTING AREA, 1" AT TURF I I Ell lc"' l+!!i=ffi="-----------3/16" W X 5-1/2" MILL FINISH ffiITJf ANODIZED ALUMINUM EDGING l=-I COMPACTION OF SUBGRADE PER ffi, GEOTECHNICAL ENGINEER'S l=l i=I RECOMMENDATION 11!1r ill, ' ------------12" ALUMINUM STAKES TO LOCK INTO PREFORMED SLOTS ON THE EDGING NOTE: INSTALL PER THE MANUFACTURER'S RECOMMENDATIONS PERMALOC EDGING AT GRAVEL PAVING N.T.S. 97950-01 8 0 8 16 24 ! I ~ I I I N SCALE: 1/8"=1' ~ --£\'.OSGAP1,· ~· si% lg,1i,s: i\ '. \ -.. ~r . \ <J>,,_' " ~.... ,> & ..... __ _.,,. 0 ·-0 ......... ,Or,<,; ii,\.1.Y -__ ,., --- 0 FINISHED F 0 -----------------SEE GRADING PLAN FOR FINISHED GRADE SECTION -----------PLANTING EDGE l=ffi=ffi=ffi=ffi=ffi' 111=111=111=111=111=· TI=ffi=ffi=ffi=ffi=' lll=lll=lll=lll=' l=I 11=111=111='. lll=lll=lll=ll = = =H~ --------3116" W X 5-1/2" DEEP BLACK ANODIZED _[ 11=1 I l=l I I=' llmlllm[Liwl' ALUMINUM EDGING I 1-TT"' -------12" ALUMINUM STAKES TO LOCK INTO PREFORMED SLOTS ON THE EDGING NOTE· INSTALL PER THE MANUFACTURER'S RECOMMENDATIONS PERMALOC PH: 800-356-9660 PERMALOC N.T.S. ALUMINUM EDGING AT HOA/RESIDENCE BORDER SECTION --------------FACE OF BUILDING OR WALL (WHERE IT OCCURS) -------------BUILDING THRESHOLD PER ARCHITECT -------------SEE CIVIL GRADING PLAN FOR TOP OF PAVEMENT ELEVATION -------------FLASHING AND WATERPROOFING PER ARCHITECT ~-f--------3/8" CALIFORNIA GOLD GRAVEL FROM SOUTHWEST BOULDER ~--------PERMEABLE WEED BARRIER ~----------COMPACTION OF SUBGRADE PER GEOTECHNICAL ENGINEER'S RECOMMENDATION GRAVEL PA YING AT VERTICAL SURFACE N.T.S. 1-1130 ·07pa APPROVED !RR/GA T!ON AND ONLY, INCLUDING FOR PLANTING PRECISE I AM FAMILIAR WITH THE REQUIREMENTS FOR LOCA T!ON OF PLANTING LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE AREA. CITY OF CARLSBAD'S LANDSCAPE MANUAL AND WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED '' AS BUILT" THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL AND AGREE TO COMPLY WITH ALL REQUIREMENTS WHEN SUBMITTING CONSTRUCTION DOCUMENTS. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE RCE EXP. DATE EFFICIENT USE OF WATER." REVIEWED BY• INSPECTOR DATE 04.14.15 CB /1\ REVISION I SH!ET I CITY OF CARLSBAD m 04.24.15 CB h\ REVISION PLANNING DIVISI □N 7 LANDSdAPE IMPROVEMENT PLANS FOR: BUENA VISTA 11 -LOT 8 MODEL LANDSCAPE CONSTRUCTION DETAILS I APPROVED: ;cr;J_ I ~b(\--o:tt -+. z., "r . I ;," I PLANNING DWN BY: CB I PROJECT NO. I DRAWING NO DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: CT 13-01 479-GM REVISION DESCRIPTION DESIGNER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: 4"; q q SECTION ---SEE LANDSCAPE LAYOUT PLAN FOR PAVER ARRANGEMENT --------------18"X36"X2" STEPSTONE, INC. CALARC PAVER IN GRANADA WHITE WITH LIGHT SANDBLAST FINISH ---FINISH GRADE: 2" BELOW PAVING IN GROUNDCOVER 1" BELOW PAVING IN LAWN AREAS INFILL WITH 3/8" CALIFORNIA GOLD GRAVEL BETWEEN THE PAVERS NOTE: • SPACING OF CAST STONE PAVERS APPROXIMATELY 4" APART • LANDSCAPE ARCHITECT TO APPROVE FINAL LAYOUT 0 CALARC PA VERS WITH GRAVEL BANDING N.T.S. 0 .. , ,, ... .. LONGITUDINAL SECTION • ------1/8" TOOLED RADIUS (TYPICAL) ---HEAVY WASHED CONCRETE PADS WITH COMBINATION LARGER FLAT WASHED STONES, WASHED AGGREGATE DEL RIO PEA GRAVEL MIX GROUTED TOOLED CONTROL JOINT -5/8" WIDE X 1-1/2" DEEP W/DOUBLE 1/4" RADIUS, VERIFY LOCATIONS PER ENGINEER'S p,.--,,,;., DRAWINGS . "*• +--~--REINFORCED CONCRETE PAVING AND SUBBASE PER STRUCTURAL ENGINEER'S DRAWINGS ---COMPACTION OF SUBGRADE PER GEOTECHNICAL ENGINEER'S RECOMMENDATION '----------EXPANSION JOINT PER STRUCTURAL ENGINEER'S RECOMMENDATION WITH MASTIC AT SURFACE, COLOR TO MATCH CONCRETE, TOP WITH SILICA SAND EXPOSED AGGREGATE CONCRETE AT EXPANSION JOINT N.T.S. I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL AND WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL AND AGREE TO COMPLY WITH ALL REQUIREMENTS WHEN SUBMITTING CONSTRUCTION DOCUMENTS. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER." 0 FINISHED FLOOR 0 '1 '1 SECTION ·-SEE LANDSCAPE LAYOUT PLAN FOR PLANTER BASE LOCATIONS --------------24"X24"X2" STEPSTONE, INC. CALARC '1 4 '1 PAVER IN GRANADE WHITE WITH LIGHT SANDBLAST FINISH ---FINISH GRADE 2" BELOW PAVING IN GROUNDCOVER 1" BELOW PAVING IN LAWN AREAS -I---2" THICK ~-+ -+---3" TO 4" CONCRETE/MORTAR SUBBASE UNDER EACH STONE - TRIM TO EDGE OF STONE PREPARED BACKFILL PLANTING MEDIUM AT PLANTERS -REFER TO PLANTING PLANS AND NOTES. NOTE • CENTER RESTORATION HARDWARE AZOBE PLANTER ON PAVER • LANDSCAPE ARCHITECT TO APPROVE FINAL LAYOUT CALARC PA VER BASE N.T.S. FOR RESTORATION HARDWARE AZOBE PLANTERS q q 4 SECTION ~------------FACE OF EXISTING BUILDING OR WALL (WHERE IT OCCURS) ~-----------BUILDING THRESHOLD PER ARCHITECT ~---------·· SEE GRADING PLAN FOR TOP OF PAVEMENT ELEVATION ------------HEAVY WASHED CONCRETE PADS WITH COMBINATION LARGER FLAT WASHED STONES, WASHED AGGREGATE DEL RIO PEA GRAVEL MIX • t.l . ·£1. .4 ~?J~:::+----TOOLED CONTROL JOINT-3/8" WIDE X 1" DEEP W/DOUBLE 1/4" RADIUS, SEE ENGINEER'S PLANS FOR LOCATIONS .i,::.. __ ::,,__ REINFORCED CONCRETE PAVING AND SUBBASE PER STRUCTURAL ENGINEER'S DRAWINGS ll=ffi=-H!=~::=e!1----COMPACTION OF SUBGRADE PER 111MmLllmLllmLll GEOTECHNICAL ENGINEER'S 11Lllm1Mmill~1• RECOMMENDATIONS 111=111- ~-----+--+-------FLASHING AND WATERPROOFING PER ARCHITECT '---------------EXPANSION JOINT PER STRUCTURAL ENGINEER'S RECOMMENDATION WITH MASTIC AT SURFACE, COLOR TO MATCH CONCRETE, TOP WITH SILICA SAND EXPOSED AGGREGATE CONCRETE AT VERTICAL SURFACE N.T.S. 8 0 8 16 24 ~ I ~ I I I N SCALE: 1/8"=1' ~ r,.~OSCAPc ~~ ,, ~ 0() '1>c, "' '5, -~;;~~ -~j;"u, --'I,~/;, ' ,p ~ ,.,. ,, "I;,. '?--~ s--.-0 '-...OFt'~\..\f, ....... --...:::____-,,- LONGITUDINAL SECTION ~--------ADJACENT PLANTING (TYPICAL) 2" BELOW PAVING IN GROUND COVER ~--------~ 1/8" TOOLED RADIUS (TYPICAL) ~-----HEAVY WASHED CONCRETE PADS WITH COMBINATION LARGER FLAT WASHED STONES, WASHED AGGREGATE DEL RIO PEA GRAVEL MIX, COMBINED WITH A COMPACTED WASH SALT VOID POCKET FINISH TOOLED CONTROL JOINT -3/8" WIDE X 1" DEEP W/DOUBLE 1/4" RADIUS, SEE ,c;,---.. ENGINEER'S PLANS FOR LOCATIONS -r-----,-REINFORCED CONCRETE PAVING AND SUBBASE PER STRUCTURAL ENGINEER'S DRAWINGS 111Mm\kl;;1 ;illrn/!ll---COMPACTION OF SUBGRADE PER 11=_111=111ll!ni[II~ GEOTECHNICAL ENGINEER'S RECOMMENDATION EXPOSED AGGREGATE CONCRETE AT PLANTING EDGE N.T.S. 0 APPROVED FOR !RR/GA T!ON AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 11 AS BUIL T 11 RCE EXP DATE REVIEWED BY• INSPECTOR DATE 04.14.15 CB /j\ REVISION I SH;ET I CITY OF CARLSBAD ~ 04.24.15 CB /,),_ REVISION PLANNING DIVISI□N 7 LANDSCAPE IMPROVEMENT PLANS FOR: BUENA VISTA 11 -LOT 8 MODEL LANDSCAPE CDNSTRUCTIDN DETAILS I APPROVED: td~ ~-t:-ll_.,;-4\-'t ~"t-,., 1 PLANNING DWN BY: CB I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKO BY: REVISION DESCRIPTION CT 13-01 479-6M DESIGNER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: WATER PIPELINE EASEMENT EDGE OF TURF BLOCK SEE CIVIL ENGINEER'S PLANS (TYP.) TEMPORARY PARKING AREA -SEE CIVIL ENGINEER'S PLANS ROAD RIGHT-OF-WAY (TYP.) PLANTING EDGE (TYP.) LOT PROPERTY LINE (TYP.) VEHICULAR SIGHT TRIANGLE (TYP) SEE SHEET DWG 479-BL FOR LANDSCAPING OF PARKWAY AND SLOPE AREAS BIOFIL TRATION SWALE SEE SITE GRADING AND DRAINAGE PER CIVIL PLANS (TYP.) PAVING EDGE (TYP.) FENCELINE (TYP.) SEE SHEET DWG 479-BL FOR LANDSCAPING OF PARKWAY AND SLOPE AREAS 0 C: 0 0 -0 \ h 0 rn I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL AND WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL AND AGREE TO COMPLY WITH ALL REQUIREMENTS WHEN SUBMITTING CONSTRUCTION DOCUMENTS. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER." 0 . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LEGEND Vb'T~ ™ rn WZ0ZZl ++••+++++ ····••+++ .. .. . . . . . .. .. . . . . . . . . . ~ KXXX>O®ffi / / / / / / . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 WELO Worksheets Water Efficient Landscape Worksheet Thi'i worblit'.et i:; fi.lled uut !Jr llil:' pmjeu upplicam \md it is a rCl[Ltir<:d de111eut uf thl' l.am!Jcapo.: l)()ClllllClllatiuu [lackage. HYDROZONE INFORMATION TABLE l'k:t,c contpk:tc tl11:; liydmzow.: rnlik:(s) foe tad1 hydwwn,;:. List as rnmiy tables as nece~sary to pro\·ide the :;l[U:1n;; footage or landsrnpc ar(':t per h!·cl ro;,:011e. Zone Irrigation Plant Type Hy<lrozo11c % ofTotill Cuutrolll:r Hydrozo11c* /Factor*** Arca Ltu1dscapcd o, # \'nlvc fdo.:lhud** (l'I') (Sq. l't.) Arca l. TURF-SPRAY r1w 8 s 0.8 702 17.4% . TURF-SUBSURFACE HW 1 D 0.8 585 14.5% i'.J, MOD BORDER PA MW 2.0.7,9 D U.5 1287 '.J1.Y% i'l. LOW BORDER PA LW 3,5,11 D 0.3 1011 25.1% 5. BIORETENTION PA LW 4.10 D 0.3 203 5.0% G. FOUNTAIN AHEA HW N/A 0 t.O 3 0:1% /. flOA MAINTAINED PA LW l·IOA D 0.1 242 6,0% Total 100% .c Hydrn;,.unc VLW -\'cry I.ow Water u~c l'lau1s L\V -Lo,1· \\"'mer Usc Phtms "*lrrigatiou tl-lcdtuU MS== 1Vlicw-spwy S = Sprny *.;,"'l'fam 1;1l"toc fcum WUCOLS UI or list as water [Caw re as appwpcime M\V-Mudernte Water Uoc Pl:,ntti HW -High Water U~L· Plants l{ = HuLOr ll= BuhUl"r D= Drip 0 = lhhL·r 1 af 4 Appendix E --·--·--~---·- City of Carlsbad Landscape Manual APPENDIX E: WELO WORKSHEETS Hydrozone Table for Calculating ETWU [J[i:ase complete rite liydru;:0110: mblc(s). l"st as 111·,tuy t:1bles as ucu.·ssa1-y. CITYOF CARLSBAD E5Tll\ll\TEUTOTAJ, WATEll USE ETWU) I I nlr<,zrn,e 1S..:urJJl,er ( I --'> with Si.,\ /.()lie Lldow -LL.Se n•; nrnm· rnl,le., ,,; llC("CSear1· to CUUI ,lc1e nil h1dwzo11e;) ' I ·:,ap,nr:ms1>irnuon l\:Lr<.'. (l•:ToJ' Com•c•r,;,i011 l-:1ccur !'Jam F..,cror (!'!·)~ • (l 'rom \\"( IC( ll .S) (\"[.\\;" -]-[\\) (0.1 --0.8) . \re1 ,;f 1-Jy<lrozo[l~ (st]. ft.) (1--1:\) I I riga1i,m l'.tfo.i<.'.11c1' (I l \) ;~; (l"ur;,I _-\11 Stel' 8 + Toc,il Sl~-\s,. lt iuS1,· >5) (Si,p l :-. Sttp 'JJ Estim·m:cl 'I ma] \\"cuer li,<.'. in g.Lllon-; pa r~.ir (J-:"l \\"l.') • TrHal sh:1ll 1ua ~~ccc·d /..l,\W,\ t::Tu.;, Wt:st ol l-5 = 40.0 l'mn••;-; S,er, J'.:o. (IJd,.,w) ' I r, 7 8 9 ,o 0.8 702 561.6 0.7'"" 802.3 lfast uf l-5 ;tnd Wt:st or El Camino Heal= 114.0 lfast of El C:1111i110 ltcal = 47.0 ,\pplirnrn rnar pro1·idc a differem ETu if sLipported by docu111c11tatiu11 subjt:<.'.t tu apprul'al Uy the Cit)' l'larmi11g Divisiuu -l<* l'lmll Factor & Water Use 0.1 = VLW • \'L'I)" Luw \V,ltt:r USL' l'lilnts 0.3 =: LW • Low W,1tcr Use Plants 0.5 =MW. i\foderntc \Vuicr U~e Plauts 0.8 =: HW • High Water Use Plauls 2 U.8 585 468 0.8 G85 4 of4 44.0 0.62 27.28 0.5 0.3 1287 1011 643.5 303,3 0.8 0.8 804.4 379.1 2,646.9 72,207.4 ,f,H[E Mkw-~pray = .80 Spray:::: .55 llocur = .70 lluUbkr = .75 Ucip = .80 0.3 203 60.9 0.8 76.1 Ap[ilicmll may pru,id<.' a differem lE if sL1pported byducu111em:11ioa subjt:ct tu apprornl \Jy the Clty l'laimiHg Divisio11 (l\1rr:,ml Lu1d~cape hdgatiou Best Mam1gcm<.'llt l'mctkt:s, April 2005) ****TORO PRECISION SPRAY NOZZLES HAVE PRECIPITATION RATES LOWER THAN 1"/HOUR WITH REDUCED MISTING, IE IS SUBSTITUTED AT 0.7 FOR THIS CALCULATION City of Carlsbad Landscape Manual APPENDIX E, WELD WORKSHEETS Maximum Applied Water Allowance 1\ landscape prujcn ~ulJjt:i:l tu die \\1:ucr r,:ffic:ic!ll l.:1ndsrnpc Ou.liuance shall include the MA \'VA fur 1lic plans, i11eludiT1g the rnlcuhtiuns used to ,:h;ti,;1u1inc tlit 1\11\\Vt\. r\ landscH[Je pn.iJC.:ct ~kdl not c:xc(_:t:d die 1\LA \\1 A. The ,\i,\ \\' t\ Fm a lm1dsrnpc projc:ct shall lit d:.::tnminc:d by die fulluwin_c\ n1uat.iu11: MAWA = (ETo)(0.62)[(0.7 x LA)+ (0.3 x SLA)] T/Je ahhmJiatiom l!.i"i!d i11 !ht eq11a!iot1 b(l!'I: !/Je/Ol/011'1ig 111mningJ: MAWA 1\laa:irnrn11 i\pplicd \\-'mer ,\llcll.l"UI\Ct: in gallrms pn year ETo l·'.n1putrn11~['i1a1iu11 i11 inches ptr ycar. 0.62 Cu111•et~iu11 factor tu galluns per st1ua1e foot. o.7 ET m\juat111e11c Faucn (l~Tf\l-) for 11la11t foc..tms and it-rigati(J!i dliciew.:y. LA I.and,cnped aren i11(.:ludes sptcial !andsrnpul nrca in ,quarc lce1. o.J The addiriunal l·'.T adjustn\c:m factor fr_,r :t ~pccial laadsrnpcd nrt:\ (1.U .. IJ.7 = (1.3) SLA Spcci:d lambrnpcd an;a iu ~t11 .. 1an: foet. Show Caleulutiu11: MA\/'/A =(44.0)(0.62)[(0.7 X 4,033) + (0.3 X OJ) ;;;[27 .28)(2,823.1) =77,014 gallons/year .M:tximum Applied W,tccr Alluwunce = 77~0-14~ ______ galluns per year 2 of 4 City of Carlsbad Land:.cape Manual A.l'PENDIX 1:, WELD WORKSHEETS Hydrozone Table for Calculating ETWU [)least C(Hll[llcrt rhe h) (lrozone ml.ilc(~). lhe us nrnny 1nLll's as nece~sary. Cl'l'\' Oli CAl{[.SIIAD ES.l'[L\l,U'l•:Jl TU"J',\L WATER USE (ET\VU) l-l1·droz,,,1c ,..;u,nbcr (I 5 "·ith SI.A Zone lklow u,c :1s 111:Hl} table, i:; n~ccss<1r\ m nun 1krc all hvd1,,z,111c1 F,·al',,tr,11101>iratio,, Ha1e (l·.To)' (Stq-' l .x Swp 2) ·1,L;-;~"i'c'.1::·;·;_;/'fl'"i)~:.-(f~;_;-;-;~. -- \1u:rn .sJ (\'J.\1· --1-1wJ ({I.I .ll.8) P,oec% C.ttp -'lo. (Lklow) 2 3 1.0 ,\,-,:,1 (>I J l:·dn.wmc (>'1· r1.) 3 f'l~tt~,l~)------+-----j--3.if-·- (Stcp ·\ x S,q, 5) 6 7 1.0 5 44.0 0.62 27.28 0.3 242 n.:5---. -·--- 0.8 61,1, 6-'-Srq• 7J 1-=---.-=-co~----.--j----i-----------(1."otal c\11 Stq, S ·r Tmal 8 3.0 90.8 93.8 SL\ "-I· fr. in Sl~i' -~) {Sier, .l .~ Step 'ii 1-:,rm1w,U Tnial \'i'atcr l sc "' gallons I"'' a·ar (I ,:r \\il ·1 -·1 'oml sliall nr,1 exce~d ,\! .-\ \'-:',\ ETo* \Vest orl-5 = 40.0 ti) East or 1-5 am! West of El C.1minu Rc«l = 44.0 East of El Cautinu Real= 47.0 Applk,111t nwy provide a di!Terocnt ETo if supported by docmuentHtiou subjccl tu nppro1•al Uy tlie Ci1r l'launing Vivislun .;,* Plmll l',icl<Jr & Wawr Use 0.1 ;c;;; VLW-Very Luw W,11cr Use Plant~ 0.3 = L\'-;' -Low \Vatet U~LC Plam~ 0.5 = i\[\V. Muderntc W,uer Use l'lunu 0.8 = HW -High Water Use l'larns 5 of 4 2,558.9 "'**lE ~ficro-sp~•? = .80 Spray=.:.,:., Llo!ur = .7() BtibUlcr = .75 Udp = .80 Applicarn m.ir prul"iclc a different IE tr suppuncd by duc11111cmatiuu ~ubj~•ct tu approval \Jy 1l1e City Pla11ni111; Oivisiun (Tllrf mid Lam!s<.:ape lrrigcc1iu11 Ht:st Man:1geml'l1i l'rnctkL·~, Ap[il 2005) City of Carlsbad Landscape Manual TURF SPRAY IRRIGATION -702 SF TREE SYMBOLS 04.14.15 CB REVISION TURF SUBSURFACE DRIP IRRIGATION -585 SF MODERATE WATER BORDER PLANTING -DRIP IRRIGATION -1,287 SF LOW WATER BORDER PLANTING -DRIP IRRIGATION -1,011 SF BIORETENTION PLANTING -TEMPORARY DRIP IRRIGATION -203 SF FOUNTAIN -3 SF HOA MAINTAINED PLANTING -DRIP IRRIGATION -242 SF 8 16 l~_I * ALL SITE IRRIGATION WILL UTILIZE POTABLE WATER SCALE: 1 /8"= 1' • PROPOSED TREE 0 EXISTING HOA TREE 24 04.24.15 CB REVISION DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION APPENDIX E: WELO WORKSHEETS Estimated Total Water Use A hu1dscape project st1bjec1 m ch!: \Varer l~fficiem Lm1dsc:t[JC Ordi1nmce sh:tll indwle the 1-:'l'\\'L; lur clK" plmts, ir1cludiug the culrn!miuus usul Lo clctern1iue the l·'.T\VU. The ET\\·u lor a prolXJsecl µrnjccc slmll nul e;;:cccd die MAWt\. Tile rulluwiug n1uiir.iou slwll l,e usn1 LO rnlculaLc the ET\l'L" C(H ead1 la11dscaptd area aud du; emire pmjcct: ET/YU n· x !-IA (ETo)(0.G2) --- ft: SLA 'l 'he C1h!m:11i(ltio11S mu/ i11 !he eqmttiott have the Jbl!oll'iNg 111cr1111\i!/.' ETWU L:'.st..inm[cd weal ,vacer ll~l: in gallons per )'car. ETo L:'.vapotrnnslJiraLion i11 inches pcr yc:m. 0.62 Co111·er~ion factor to gallo11s per sc::1uare !Out. Pf Plarn fouur from WUCO1.S Ill HA J·lrdruzu11c 1\re11 in ~c::1uan: feet. 1:,:acli HA ,;ll\Jl Lc clas.,,iJit<l l.ia,td upuu rhe daLa Ln~luc::bJ i11 the hud:;rnpc and irrigation p!a11 a~ high, rnodrrnce, low, or vcrr low water usL·. IE lrrigmiun l..''.fficicncy uf the inigatiou mctliucl used in the bydrn,:um::. SLA Special )a!l(bcaped area in sc1uan! focc. .E~timatcd TutHI Wiitt:t Use -_7~4~70G~G~---------gallous per year 3 of 4 City of Carlsbad Landscape Manual XERISCAPE PRINCIPLES 1. PLANT PALLETTE CONSISTS OF ALL LOW AND MODERATE WATER USE PLANTS AS DETERMINED BY WELO 2. SUBSURFACE DRIP IRRIGATION SYSTEMS WILL BE UTILIZED AT FRONT YARD LAWN 3. SPRAY IRRIGATION IN LAWNS WILL INCORPORATE TORO PRECISION SPRAY AND ROTATOR NOZZLES WHICH OPERATE AT LOWER FLOW RATES THAN OTHER NOZZLES, IMPROVING SOIL INFILTRATION, REDUCING WATER LOST TO MISTING, AN DECREASING RUN-OFF 4. SOIL AMENDMENTS WILL BE ADDED AS PLANTING BEDS ARE PREPARED TO IMPROVE WATER ABSORPTION 5. TREES ARE PLANTED THROUGHOUT THE PROPERTY TO PROVIDE SHADE AN REDUCE EVAPORATION 6. IRRIGATION TIMES WILL BE IN THE EVENING AND EARLY MORNING, SMART CONTROLLERS WILL BE USED TO ADJUST WATERING TIMES TO SEASONAL NEEDS 7. RAIN SENSOR DEVICES WILL BE INSTALLED TO AUTOMATICALLY SHUT OF IRRIGATION DURING RAIN EVENTS 8. ORGANIC MULCH WILL BE UTILIZED IN PARKWAYS ALONG STREET TO MINIMIZE EROSION, PROVIDE WEED CONTROL, AND ADD NUTRIENTS TO SOIL 9. BIORETENTION BASINS WILL BE UTILIZED TO PASSIVELY REMOVE POLLUTANTS FROM SITE RUN-OFF DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL APPROVED FOR !RR/GA T!ON AND PLAN TING ONLY, INCLUDING PRECISE LOCA T!ON OF PLANTING AREA. RCE __ _ EXP. ____ _ REVIEWED BY, INSPECTOR ITY OF CARLSBAD PLANNING DIVISION IMPROVEMENT PLANS FOR: DATE DATE ~ ~ BUENA VISTA 11 -LOT 8 MODEL HYDR □Z □NE PLAN I APPROVED: rc.:k~ C:r--8l--0½-'-\--'Z.-'T. r .,I PLANNING DWN BY: CB PROJECT NO. DRAWING NO. CHKD BY: CT 13-01 479-6M RVWD BY: WATER PIPELINE EASEMENT EDGE OF TURFBLOCK SEE CIVIL ENGINEER'S PLANS (TYP.) TEMPORARY PARKING AREA -SEE CIVIL ENGINEER'S PLANS ROAD RIGHT-OF-WAY (TYP.) 1 LOT PROPERTY LINE (TYP.) 3/4" 1.87 2 3/4" 2.33 ------------ 1"WAT[R Ml:T[R 1" Sl::KVICI:: LINC: 81 ------, r- I I I I I I I I I I I I I I I I ...J L I 3 3/4" I f 1 1.-.·. 2.33 SEE SHEET DWG 479-6L FOR LANDSCAPING OF PARKWAY AND SLOPE AREAS 4 3/4" 0 \ ........ ........ \ .. •• .. ) 1" ....... ........ . . . . . . . . . I . .27 · .. · ·.·.··\ ....... ........ 5 3/4" 1.27 6 3/4" .87 FENCELINE (TYP.) \ -CJ 0 -u \ h 0 rn ........ ...... \ ···············\·,i > > . . . . . . . ~, .·.·::: . ~· ... ... \ I . . . . \. . . . . . . ll ........ \ .... . . . . . . I . ·\•':::. .·:.·:.·. f1'' . . . \ ·\ SEE SHEET DWG 479-6L 0 FOR LANDSCAPING OF PARKWAY AND SLOPE AREAS WATER METER STATION NUMBER LOT 8: 17+57.86 BUENA VISTA WAY IRRIGATION AS-BUILT PLANS: ... •· . .. .. .. . . .. PAVING EDGE (TYP.) 3/4" CONTRACTOR SHALL PROVIDE DIMENSIONED LAYOUT OF INSTALLED IRRIGATION LAYOUT TO LANDSCAPE ARCHITECT. FINAL AS-BUILT PLANS WILL BE REQUIRED TO BE REVIEWED, APPROVED, AND SIGNED BY THE CITY OF CARLSBAD PRIOR TO RELEASE OF SECURITIES. IN ACCORDANCE WITH THE CITY OF CARLSBAD LANDSCAPE DESIGN GUIDELINES, WATER EFFICIENT LANDSCAPING SIGNAGE TO BE INSTALLED AT THE MODEL ALONG WITH AN INFORMATIONAL BROCHURE TO HIGHLIGHT WATER EFFICIENCY PRINCIPLES UTILIZED WITHIN THE LANDSCAPE. SCHEMATIC PLAN NOTE: <1 .. .. .. . . . . . . . . . I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL AND WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL AND AGREE TO COMPLY WITH ALL REQUIREMENTS WHEN SUBMITTING CONSTRUCTION DOCUMENTS. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER." PRESSURE VACUUM BREAKER, BALL GATE VALVE, AND IRRIGATION VALVE LOCATIONS ON PLANS ARE DIAGRAMMATIC AND SHALL BE LOCATED CLOSE TO THE HOUSE WHERE THEY ARE PROTECTED AND OUT OF VIEW. LOCATIONS TO BE APPROVED IN THE FIELD. PLEASE SEE DETAILS FOR INSTALLATION INSTRUCTIONS. 0 8 I 11 3/4" 1.27 10 3/4" . 33 8 1" 8.54 9 3/4" .57 7 3/4" 1.27 ~---STATION NUMBER VALVE SIZE 1 3/4" xx --------- IRRIGATION EQUIPMENT LEGEND SYMBOL MFR MODEL DESCRIPTION DETAIL ~ WATER METER -LOCATIONS TO BE DETERMINED NS TORO EVOLUTION 12 STATION CONTROLLER -WALL MOUNT WIPERMANENT MOUNTED PMRKIT AND B/8 0 JACK-I RC RECEIVER AND 1 XMRT 'PRO MAX' REMOTE. LOCATION TO BE VERIFIED IN N8,N9 THE FIELD BY THE LANDSCAPE ARCHITECT ---- & HUNTER MINI-CLIK AUTOMATIC RAIN SHUTOFF DEVICE Cl8 NS, DIS :B:: FEBCO 765-075 PRESSURE VACUUM BREAKER TO BE INSTALLED A MINIMUM OF 6" ABOVE HIGHEST EIS SPRINKLER -SEE IRRIGATION DETAILS N8 IRRITROL 700-1 ELECTRIC REMOTE CONTROL DRIP VALVE WI OMNI REG & IRRITROL SYSTEMS 420-75 B/11 $ SYSTEMS -OMR-100 200 MESH WYE FILTER & IN-LINE 30 PSI PRESSURE REGULATOR -ADJUST FLOW NS, DIS, N9 CONTROL AND ADJUST OMNI REG TO 20 PSI ABOVE SYSTEM REQUIREMENTS. SIZE ACCORDING TO PLAN ~ RAIN BIRD PEB ELECTRIC REMOTE CONTROL VALVE -SIZES AS SHOWN ON PLAN, FOR VALVES WITH B/10 FLOW BELOW 3.0 GPM INSTALL RBY-100-200MX FILTER UPSTREAM OR VALVE. NB, D/8, N9 (I) NIBCO T-580 BRASS BALUGATE VALVE ON MAINLINE -LINE SIZE D/9 T-113 N8,N9 PVC SCH 40 MAINLINE -FOR 1t AND SMALLER USE SCH 40 PVC SOLVENT WELD, FOR 2" AND E/9 -■-LARGER USE CL 315 PVC. SIZE ACCORDING TO PLAN NB PVC SCH 40 LATERAL LINE. SIZE ACCORDING TO THE PLAN E/9 N8 PVC SCH 40 PIPE & WIRE SLEEVING UNDER ALL PAVING, INSTALL AS SHOWN ON PLANS. USE SCH 40 F/9 --------SCH 80 LINES THAT ARE A MINIMUM TWO TIMES THE SIZE OF THE LINE IT SERVES, AND 2" MIN. N8 --------FOR WIRE SLEEVE g RAIN BIRD 5RC 1" QUICK COUPLING VALVE N10 N8,N9 .... NETAFIM TLCV26-18 PRESSURE COMPENSATING TECHLINE CV DRIPLINE WI CHECK VALVE, 0.4 GPH C-F/11, A-Cl12 lt•••tl TECHLINE CV EMITTERS@ 12" O.C. SPACE LINES 18" O.C. IN PLANTING AREAS, AND 12" O.C. SPACE NB LINES 12" O.C. IN TURF. FOR HEDGES, MINIMUM 2 ROWS OF TUBING. SEE LANDSCAPE IRRIGATION DETAIL SHEETS FOR INSTALLATION GUIDELINES. 1. FOR ALL NETAFIM SYSTEMS USE A NETAFIM TECHFILTER (TFxx2618). FOR TECHLINE RUNS TOTALING 100' OR LESS USE[" (TF0752618). FOR RUNS TOTALING 100' TO 200' USE 1" (TF10912). FOR RUNS TOTALING 200' TO 500' USE 1" LONG (TF10L2618). FOR RUNS TOTALING 500' TO 1000' USE 1 j" (TF15L2618). 2. INSTALL ALL IRRIGATION COMPONENTS TO CONFORM WITH ALL STATE AND LOCAL CODES AND PER THE MANUFACTURER'S RECOMMENDATION. 3. PROVIDE ADEQUATE LIGHTNING PROTECTION FOR ALL ELECTRICAL COMPONENTS. 4. IT IS THE CONTRACTORS RESPONSIBILITY TO SET THE FLOW RATES FOR ALL STATIONS. THE MAINLINE MAXIMUM FLOW RATE IS TO BE INITIALLY SET AT 20% GREATER THAN THE FLOW RATE FOR THE HIGHEST FLOW VALVE. THIS SETTING IS PROVIDED AS A GUIDE ONLY. IT IS THE CONTRACTORS RESPONSIBILITY TO ADJUST SETTINGS AS NEEDED FOR VARYING SITE CONDITIONS . SEE MANUFACTURERS CATALOG FOR PCS SCREEN CHART -IF NEEDED SEE SHEET 8 FOR IRRIGATION GENERAL NOTES IRRIGATION HEAD LEGEND PRECIP RATE/SYMBOUGPM SST ADJ TQ T F H Q MFR MODEL DESCRIPTION 1.0 1.0 1 0 1.0 TORO 570Z-4P-PRX-COM-05 PRESSURE REGULATING 4" TURF [!l 0 B -$ POP-UP SPRINKLER WI CHECK-0-MATIC CHECK VALVE AND .09 26 .13 .04 TORO PRECISION NOZZLE """ -"'""""-'"""''·- 1.0 1.0 1.0 1.0 TORO 570Z-4P-PRX-COM-08 PRESSURE REGULATING 4" TURF c& ~ t!l--$ POP-UP SPRINKLER W/ CHECK-0-MATIC CHECK VALVE AND .22 .66 .33 .17 TORO PRECISION NOZZLE 1.0 1.0 1.0 1.0 1.0 TORO 570Z-4P-PRX-COM-10 PRESSURE REGULATING 4" TURF [!] m □ B $ POP-UP SPRINKLER WI CHECK-0-MATIC CHECK VALVE AND VAR .34 1 03 .51 .23 TORO PRECISION NOZZLE 1.0 1.0 1.0 1.0 1.0 1.0 1.0 TORO 570Z-4P-PRX-COM-12 PRESSURE REGULATING 4" TURF ~ l',i Jl ~ ■ ~ ~ POP-UP SPRINKLER W/ CHECK-0-MATIC CHECK VALVE AND VAR 1.15 .99 .49 1.48 .74 .37 TORO PRECISION NOZZLE VJ R 27 0' 1:::0" 3E 0' HO" 9D' TORO 570Z-4P-PRX-COM-15 PRESSURE REGULATING 4" TURF POP-UP SPRINKLER WI " CHECK-0-MATIC CHECK VALVE AND v, R 1. 8 (6 2.31 1. 6 '8 TORO PRECISION NOZZLE PSI RAD DETAIL 30 5' C/10 - 30 8' C/10 30 10' C/10 -- 30 12' Cl10 30 15' C/10 • SPRAY HEADS AGAINST WALLS, FENCES, AND MORE THAN 10' FROM WALKING SURFACES SUCH AS TURF, PATIOS, WALKS AND DRIVEWAYS, EXCEPT IN PROMINENTLY VISUAL AREAS OR WITHIN THE RIGHT-OF-WAY, MAY BE PA-8S SHRUB ADAPTERS ON FIXED RISERS WITH TRIPLE SWING JOINTS. ALL HEADS WITHIN THE RIGHT-OF-WAY SHALL BE POP-UPS. IRRIGATION POINT-OF-CONNECTION NOTES: 1. THE SPRINKLER SYSTEM DESIGN IS BASED ON A MINIMUM AVAILABLE FLOW OF 9 GPM AND A MINIMUM STATIC WATER PRESSURE OF 47 PSI AT THE POINT OF CONNECTION. THE IRRIGATION CONTRACTOR SHALL PROVIDE A PRESSURE REGULATOR AT THE POINT OF CONNECTION AS SPECIFIED ON PLAN. THE IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURE ON SITE PRIOR TO CONSTRUCTION, REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS, AND THE ACTUAL PRESSURE READING TO THE LANDSCAPE ARCHITECT. 2. IRRIGATION CONTRACTOR IS RESPONSIBLE FOR COORDINATING CONNECTION TO THE P.0.C, WITH MINIMUM DISRUPTION TO THE EXISTING WATER SYSTEM. NOTIFY GENERAL CONTRACTOR 48 HOURS IN ADVANCE OF INSTALLATION, SCHEDULE INSTALLATION AT OWNER'S CONVENIENCE. 3. ALL PIPING BETWEEN POINT OF CONNECTION AND THE BACK FLOW PREVENTION DEVICE SHALL BE OF MATERIALS AND INSTALLATION METHODS REQUIRED BY LOCAL CODE. RAIN SENSOR PLACEMENT THE RAIN SENSOR SHALL BE INSTALLED ON THE SOUTH OR SOUTHWESTERN FACING AREA OF THE ROOF (WHENEVER POSSIBLE). THE AREA SELECTED SHALL BE IN A CLEAR OPEN AREA OF THE ROOF NOT AFFECTED BY SHADE FROM ANOTHER BUILDING OR TREE. THE CONTRACTOR SHALL INSTALL THE SENSOR ON AN EAVE OR FASCIA BOARD PER THE DIRECTION OF THE LANDSCAPE ARCHITECT. ALL WIRING SHALL BE CONCEALED PER THE DIRECTION OF THE LANDSCAPE ARCHITECT EITHER WITHIN PVC CONDUIT OR OTHER MEANS AS DIRECTED BY THE LANDSCAPE ARCHITECT *SEE DWG 479-6L FOR LANDSCAPING OF PARKWAYS AND SLOPE AREAS PROTECTION OF EXISTING OR NEW SPECIMEN TREES: 1. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXISTING SPECIMEN TREES THAT ARE TO REMAIN IN THE PROJECT AND NEW SPECIMEN TREES THAT HAVE BEEN INSTALLED. ALL NECESSARY PRECAUTIONS SHALL BE TAKEN TO ASSURE THAT THEY ARE PROTECTED FROM DAMAGE BY WORKERS AND EQUIPMENT 2. PROTECTIVE FENCING SHALL BE INSTALLED AT THE DIRECTION OF A CERTIFIED CONSULTING ARBO RIST OR HORTICUL TURALIST. 3. WHERE IT IS NECESSARY TO EXCAVATE IN CLOSE PROXIMITY TO EXISTING OR NEW SPECIMEN TREES, ALL POSSIBLE CAUTION SHALL BE EXERCISED TO AVOID INJURY TO ROOTS, LIMBS AND TRUNKS. EXCAVATION CLOSE TO TREES SHALL BE BY HAND TUNNELING UNDER ROOTS TWO (2) INCHES AND LARGER SHALL BE ALLOWED ONLY AFTER DISCUSSION WITH AND APPROVAL BY A CERTIFIED CONSUL TING ARBORIST OR HORTICUL TURALIST. 4. EXCAVATIONS IN THE VICINITY OF TREES SHALL BE CLOSED WITHIN 24 HOURS. WHERE THIS IS NOT POSSIBLE, THE SIDE OF THE EXCAVATION ADJACENT TO THE TREE SHALL BE KEPT COVERED WITH MOIST BURLAP OR CANVAS. 5. THE CONTRACTOR SHALL INSURE THAT NO FOREIGN MATERIAL AND/OR LIQUID, SUCH AS PAINT, CONCRETE, CEMENT, OIL, TURPENTINE, ACID OR THE LIKE, BE ALLOWED TO CONTAMINATE ANY SOIL WITHIN THE DRIPLINE (I.E., THE OUTSIDE EDGE OF FOLIAGE OVERHANG) OF ANY TREE. IF SUCH CONTAMINATION SHOULD OCCUR, THE CONTRACTOR SHALL REMOVE SOIL AS DIRECTED BY A CERTIFIED CONSUL TING ARBO RIST OR HORTICULTURALIST AND REPLACE IT WITH ACCEPTABLE SOIL AT NO EXPENSE TO THE OWNER. 6. ALL DAMAGE TO EXISTING SPECIMEN TREES SHALL BE REPAIRED AT THE GENERAL CONTRACTOR'S EXPENSE BY A LICENSED TREE SURGEON OR OTHER APPROVED PERSONNEL AS APPROVED BY A CERTIFIED CONSUL TING ARBO RIST OR HORTICULTURALIST 7. ANY EXISTING IRRIGATION SYSTEM AT ALL EXISTING OR NEW SPECIMEN TREES SHALL BE MAINTAINED IN WORKING ORDER FOR THE DURATION OF CONSTRUCTION. ANY DAMAGE TO THE EXISTING IRRIGATION SYSTEM SHALL BE REPAIRED IMMEDIATELY AT NO EXPENSE TO THE OWNER. WHEREVER POSSIBLE, TRENCHING WITHIN THE DRIP LINES OF TREES SHOULD BE INSTALLED RADIAL TO THE TRUNK. IRRIGATION SYSTEM HEAD LAYOUT DUE TO THE SCALE OF THIS DRAWING THE CONTRACTOR SHOULD BE AWARE OF THE POSSIBILITY THAT THE NEED FOR MINOR ADJUSTMENTS TO THE IRRIGATION SYSTEM MAY BE NECESSARY TO PROVIDE 100% COVERAGE. THESE ADJUSTMENTS COULD INCLUDE NOZZLE CHANGES AND/OR ADDITION OR DELETION OF INDIVIDUAL HEADS TO COMPENSATE FOR CHANGES MADE ON THE SITE. PRESSURE COMPENSATING SCREEN (IF NEEDED): THE CONTRACTOR SHALL INSTALL ONE (1) TORO PRESSURE COMPENSATING SCREEN PER HEAD IN ALL IRRIGATION INSTALLATIONS WHERE RADIUS REDUCTION IS REQUIRED. USE OF THE SCREENS WILL ALSO AID IN MINIMIZING OVERSPRAY CONDITIONS AND FOGGING CAUSED BY EXCESS PRESSURE. FOR SCREEN SELECTION REFER TO PRESSURE COMPENSATING SCREEN CHART PROVIDE A MINIMUM OF 2 EXTRA CONTROL WIRES OF A DIFFERENT COLOR AND 1 EXTRA COMMON TO THE END OF EACH MAINLINE RUN FROM THE CONTROLLERS. LOOP THESE WIRES INTO 1 VALVE BOX OF EACH CLUSTER ALONG THE RUN. PLACE LOCATOR TAPE ON ALL MAINLINE PIPE, EXCEPT WHERE VALVE WIRES ARE BUNDLED WITH THE MAINLINE. PRESSURE LOSS CALCULATIONS MODEL HOME -VALVE 8 IRRIGATION SECTION 3/4" SCHEDULE 40 PVC 1" SCHEDULE 40 PVC 1" VAL VE @ 8.54 GPM 1" SCHEDULE 40 PVC 3/4" BRASS BALL GATE VAL VE 3/4" PRESSURE VACUUM BREAKER 5/8" WATER METER 10% LOSS FOR FITTINGS ELEVATION CHANGE FROM POC TOTAL PSI LOSS PSI NEEDED AT FINAL HEAD TOTAL PSI NEEDED FOR SYSTEM AVl'JLABLE PSI AT POC RESIDUAL PSI% TREE SYMBOLS e PROPOSED TREE 0 EXISTING HOA TREE QUANTITY PSI LOSS FACTOR TOTAL PSI LOSS 0.57 0.03 1.48 1 0 5.14 2.9298 3.36 0.1008 0.5 3.36 0.05 4 1.8 1.821 0.433 0.5 4.9728 0.05 4 1.8 1.821 0 16.1744 30 46.1744 58 20% APPROVED FOR /RR/GA TION AND PLAN TING ONLY, INCLUDING PRECISE LOCA T!ON OF PLANTING AREA. RCE __ _ EXP, ___ _ DATE REVIEWED BY, INSPECTOR DATE 1vo4~, 1=-'4-'-'-.1 "'15 --"-CB"'------lf-L""...'.CR"=.EV.!.:clSc"-'10,.,N'-------------+----+----11---+-------I I SH?EET I I TY OF CARL BAD m ,Q_4.24.15 CB REVISION 7 PLANNING DIVISI □N t----1----+-----------------1------+----+---+-------1 ~L=A;::N:=DS::;:C:;::A:..,":P==E==IM:;::P;::R;::O=V==E=;M::::E;::NT;=P;::L=A:;::N=;S=F:=O;::R=,===--'====~ BUENA VISTA 11 -LOT 8 MODEL LANDSCAPE IRRIGATI □N PLAN GALLONS PER MINUTE ~ 0 8 1 6 24 ~ I I I N SCALE: 1/8"=1' ,:i DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION I APPROVED: rc_,,:i_ \ LT-~0--ctr '--\-"C.'i-l'? I PLANNING DWN BY: CB PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: CT 13-01 479-6M OTHER APPROVAL CITY APPROVAL RVWD BY: 0 IRRIGATION GENERAL NOTES: 1. THE SPRINKLER SYSTEM Llt::SIGN IS BASED ON A MINIMUM AVAILABLE FLOW OF 9 GPM AND A MINIMUM STATIC WATER PRESSURE OF 47 PSI AT THE POINT OF CONNECTION FOR Tl-IE MODEL THE IRRIGATION CONTRACTOR SHALL PROVIDE A PRESSURE REGULATOR AT THE POINT OF CONNECTION AS SPECIFIED ON PLAN. THE IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURE ON SITE PRIOR TO CONSTRUCTION, REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS, ANO IH:: ACTUAL PRESSURE READING TO THE LANDSCAPE ARCHITECT 2 IRRIGATION CONIHACTOR IS RESPONSIBLE FOR COORDINATING CONNECTION TO THE P.O.C., WITH MINIMUM DISRUPTION TO THE EXISTING WA fcK SYSTEM. NOTIFY GENERAL CONTRACTOR 48 HOURS IN ADVANCE OF INSTALLATION, SCHEDULE INSTALLATION AT OWNER'S CONVENIENCE. 3. ALL PIPING BETWEEN POINT OF CONNECTION AND THE BACK FLOW PREVENTION DEVICE SHALL BE OF MATERIALS AND INSTALLATION METHODS REQUIRED BY LOCAL CODE. 4 THIS DESIGN IS DIAGRAMMATIC, ALL PIPING, I/ALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR OCSIGN CLARIFICATION ONLY, AND SHALL BE INSTALLED IN PLANTING AREAS WHERE POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE IRRIGA rlON SYSTEM AND EXISTING STRUCTURES, UTILITIES AND PLANTING 5 IRRIGATION SLEEVING UNDER PAVING TO BE PROVIDED BY IRKIGATION CONTRACTOR. VERIFY SLEEVING REQUIRE:MENTS IN rtELD AND REPORT ANY DISCREPANCIES TO LANDSCAPE ARCHITECT. SLEEVES SHALL BE PROVIDED BY IRRIGATION CONTRACTOR AND SHALL BE SCHEDULE 80 PVC AND SIZED PER THE SPECIFICATIONS AND THE LEGEND. EXTEND ALL SLEEVES MINIMUM TWELVE (12) INCHES BEYOND PAVING EDGES. 6. EXERCISt::: EXfREME C1\RE WHEN EXCAVATING FOR IRRIGATION SYSTEM DUE TO EXISTING UTILITIES IT IS THE RESPONSIBILITY OF THE IRRIGArlON CONTRACTOR TO BECOME FAMILIAR WITH ALL GRADE OIFFERF.NCES, LOCATION OF WALLS, STRUCTURES ANLJ UNDERGROUND UTILITIES 7 8 9. HIE CONrnACTOR SHALL BE RESPONSIBLE FOR ALL PLANT MATERIALS SCHEDULED TO REMAIN ON SITE HE SHALL TAKE ALL NECESSARY PRECAUTIONS REQUIRED TO ASSURE THAT THEY ARE PROTECTED FKOM DAMAGE FROM WORKERS AND EQUIPMENT . WHERE IT IS NECESSARY ro EXCAVATE IN CLOSE PROXIMITY TO EXISTING PLANT MATERIAL, ALL POSSIBLE CAUTION SHALL BE EXERCISED TO AVOID INJURY TO ROOTS AND TRUNK. TUNNELING UNDER ROOTS TWO (2) INCHES OR LARGER SHALL BE ALLOWED ONLY AFTER Hl:::V!EW BY THE LANDSCAPE ARCHITECT. THE PRUNING AND TRIMMING OF BRANCHES AND ROOTS OF PLANT MA rERIALS WILL BE DONE BY EXPERIF.NCED WORKERS WITH THE CONSENT OF THE ARBORIST. WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES, OR DISCREPANCIES IN THE AK.EA DIMENSIONS EXIST, SUCH DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S ON SITE REPRESENfAl"IVE FOR RESOLUTION. IF SUCH NOTIFICATION IS NOT GIVEN, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY NECESSARY REPAIRS AND/OR REVISIONS 10. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE 1-'0R PULLING ADDITIONAL VALVE WIRING AS INDICATED ON PLAN. 11. INSTALL ALL MATERIALS AND EQUIPMENT AS SHOWN IN THE DETAILS. USE TEFLON TAPE ON ALL MALE PIPE THREADS, ON ALL SPRINKLER SWING JOINT ASSEMBLIES, AND VALVE ASSEMBLIES. 12. ALL HEADS LOCATED ADJACENT TO WALKS, HAMl-'S, ROADWAY PAVEMENT, CURBS AND/OR PARKING AR[AS SHALL BE INSTALLED WITH TRIPLE SWING JOIN rs 13 ALL VALVES AND QUICK COUPLERS SHALL BE LOCATED IN SHRUB PLANTING AREAS WHEREVER POSSIBLE LOCATE 36" FROM TURF, HARDSCAPE, PATHS, CURBS, AND WALLS. REMOTE CONTROL VALVES SHALL BE lNSTALLED Bf.LOW GRADE IN VALVE BOXES AS SHOWN ON DETAILS. 14 120 VOLT ELECTRICAL POWER OUTU:T SHALL BE PROVIDED BY THE OWNE:R. TtlE JRRIGATION CONTRACTOR SHALL MAKE THE FINAL HOOKUP FROM THE ELECTRICAL OUTLET TO THE AUTOMATIC CONTROLLER. 15 FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE, ANO TO PREVENT OVER SPRAY ONTO WALKS, ROADWAYS, AND/OR BUILDINGS. THJS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FJT THE E:XISTING SITE CONDITIONS, AND TO THROTTLE THE FLOW CONTROL SYSTEM Ar EACH VALVE TO OBTAIN OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM PER MANUFACTURER'S RECOMMENDATIONS. 16 INSTALL ANTI-DRAIN CHECK VALVES ON ALL SPRINKL[R HEADS AS REQUIRED TO PREVENT RESIDUAL FLOW 17. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING CONCRETE THRUST BLOCKS WHERE NECESSARY ON THE MAINLINE AND/OR LATERAL LINES TO PROTECT THE LINE FROM WATER SURGING 18 OWNER IS RESPONSIBLE FOR SCHEDULING THE IRR!GATJON SYSTEM TO MEET HORTICULTURAL REQUIREMENTS ANO TO INSURE TI-IAT EXCESSIVE SO!L SATURATION AND/OR SOIL EROSION DOES NOT OCCUR. 19 PRECIPITATION RATES (PPT) ANO GPM SHOWING IN THE IRRIGATION HEAD LEGEND ARE GIVEN ONLY AS A GENERAL INDICATION OF NOZZLE PERFORMANCE. ACTUAi. PRECIPITATION RATESIGPM'S ARE DEPENDENT UPON THE Al-'PLICATION TIME OF EACH SYSTEM_ THE APPLICATION TIME FOR EACH SYSTEM SHALL BE ADJUSrED TO PROVIDE A UNIFORM WATER COVERAGE. IN NO EVENT SHAl.L THE DURATION OF SPRINKLING BE PERMITTED SUCH AS TO CREATE A SATURATED CONDITION AND CAUSE AN EROSION PROBLEM 20. IRRIGATION CONTRACTOR SHALL FOLLOW ALL MANUFACTURER'S INSTRUCTIONS AND RECOMMl::NDATIONS FOR INSTALLATION AND COORD!NATION OF THE IRRIGATION SYSTEM, INCLUDING HEADS, POROUS PIPE, MASTER VALVES, CONTROLLERS AND STATION VALVES TO INSURE A COMPLETE SYSTEM. 21. FINAL AS-HUILT PLANS SHAl.L BE SUBMITTED TO THE CITY TO BE REVIEWED, APPROVED, ANO SJGNED PRIOR TO RELEASE OF SECURITIES. ALL HEADS IN RIGHT-OF-WAY SHALL BE POP-UPS. HEADS MORE THAN 1 O' FROM WALKING SURFACES SUCH AS TURF, PATIOS, WALKS AND DRIVEWAYS -EXCEPT IN PROMINENTLY VISUAL AREAS, OR IN THE RIGHT-OF-WAY -MAY BE PA-8S SHRUB ADAPTERS ON FIXED RISERS WITH TRIPLE SWING JOINTS. ~----------------------------PRESSURE SUPPLY LINE FROM WATER METER -SCHEDULE K HARD COPPER TRAINER (#40 MON EL ) WITH 3/4" HOSE BIB FLANGES -TYPICAL MINIMUM 1 CUBIC FOOT CONCRETE THRUST BLOCK --SCHEDULE 40 PVC MALE ADAPTER BACKFLOW PREVENTER REDUCED PRESSURE I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL AND WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL AND AGREE TO COMPLY WITH ALL REQUIREMENTS WHEN SUBMITTING CONSTRUCTION DOCUMENTS. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER." SCHEDULE 40 PVC PRESSURE AINLINE NOTES: ·INSTALL 1 BUILDINGS, I FACING OUTSID ·ALL FITTING AND NI THREADED BRASS. ·CONFORM TO ALL LOCAL CODES. 99999-0DSie (B) =I 11=1I1=111 •11=111=m= =ITT=ITT=::!m ----flt-----------AUTOMATIC CONTROLLER (REFER TO PLANS FOR LOCATION) -----lll----------COLOR CODED MAP FOR VALVE LOCATION, INSIDE DOOR +--lf---ltt-----------PROVIDE ON/OFF SWITCH & 110 VOLT EXTERIOR OUTLET INSIDE CABINET ------------3" PVC SWEEP ELL (BY GENERAL CONTRACTOR) -----------120 VOLT CONDUIT TO SOURCE mlllffilllffilllffilllffilllm~ m=m=m=m=m=1 ------FINISHED GRADE OR PAVING SURFACE WHERE IT OCCURS 24 VOLT CONTROL WIRES, (1) COMMON WIRE TO ALL RCV'S, (1) CONTROL WIRE TO EACH RCV, TAPE@ 10' INTERVALS NOTES: • PROVIDE GROUNDING ROD AS REQUIRED BY CODE ·CONTROL WIRING TO BE AWG. UF#14 UNLESS OTHERWISE NOTED SECTION/ELEVA'I'ION ·COMMON WIRE TO BE WHITE & CONTROL WIRE TO BE RED IN COLOR ·NO SPLICES SHALL BE MADE BETWEEN CONTROLLER & REMOTE CONTROL VALVE UNDER 500 LINEAR FEET AUTOMATIC CONTROLLER WALL MOUNTED N.T.S. 99999-00!ie ---------------------LOW VOLTAGE WIRES, 3 MAXIMUM ELEVATION ----------------OUTER CASE OF CONNECTOR ~--CONNECTOR INSERT ~----CRIMP COPPER SLEEVE INSTALLED W/ RECOMMENDED TOOL ~----STRIP AND TWIST WIRES FOR PROPER CONNECTION NOTE: FILL OUTER CASE W/ SEALER PRIOR TO FINAL ASSEMBLY. (~) WIRE CONNECTION N.T.S. 8 0 8 16 24 ! I ~ I I I N SCALE: 1/8"=1' ~ ~S~•c, .. ,, , ,;,. <.'I ~ s 1!flkp \\2, ~-,~· l' ....___ 0~ S ,O ....,···-!: .. f {; 1-,\.. \ <..,....------- 04.14.15 CB 04.24.15 CB DATE INITIAL DESIGNER OF '//ORK SECTION/ELEVATION ------------SURFACE --~~-----MOUNTING BRACKET ------------WIRE TO IRRIGATION CONTROLLER -------WIRE TO REMOTE CONTROL VALVE NOTE: MOUNT IN AN AREA THAT WILL BE EXPOSED TO UNOBSTRUCTED RAINFALL, BUT NOT IN THE PATH OF SPRINKLER SPRAY. RAIN SENSOR N.T.S. WIRED NORMALLY CLOSED 99995-002i" -----------------------PRESSURE SUPPLY LINE FROM WATER METER -SCHEDULE K HARD COPPER ~----------------PRESSURE VACUUM BREAKER -PLACE N z -2 1 ~ r 0 " s ~ 0 J ~ SECTION /ELEV A TION A MINIMUM OF 6" ABOVE HIGHEST SPRINKLER --------BRASS UNION OR FLANGES -TYPICAL (2) PLACES NOTES· ·INSTALL 12" FROM WALLS OR BUILDINGS, INSTALL WITH TEST COCKS FACING OUTSIDE. ·ALL FITTING AND NIPPLES TO BE THREADED BRASS. ·CONFORM TO ALL LOCAL AND STATE CODES. PRESSURE VACUUM BREAKER N.T.S. 99999-005;., APPROVED !RR/GA TION AND FOR PLAN TING ONLY, INCLUDING PRECISE LOCA T!ON OF PLANTING AREA. 11 AS BUIL T11 RCE EXP. DATE REVIEWED BY• INSPECTOR DATE /1\ REVISION A REVISION I SH~ET I CITY OF CARLSBAD m PLANNING DIVISION 7 LANDSCAPE IMPROVEMENT PLANS FOR: BUENA VISTA 11 -LOT 8 MODEL LANDSCAPE IRRIGATI □N DETAILS APPROVED: /'Z;~ l er-8 )-b-tl-'f-'2-'t., .;- PLANNING OWN BY: CB I PROJECT NO. I DRAWING NO. OATE INITIAL DATE INITIAL CHKD BY: REVISION DESCRIPTION CT 13-01 479-6M OTHER APPROVAL CITY APPROVAL RVWD BY: I 00'. DO'. O'.D .--z IDENTIFICATION GUIDE -w WW wz zo ...... " ... ~w w-u, < -<{ ~ (9 "" ~,: '.'i,: Ow Q, z 0 0 I"~ => (9 D ::i z a- 0 w::J 0 D OW RW A ARV AIR RELIEF VALVE OW RW A BS BASKET STRAINERS OW RW A COMM COMMUNICATION SPLICES ow RW A Fl FERTILIZER INJECTORS OW RW A FS FLOW SENSORS ow RW A FVA FLUSH VALVE ASSEMBLY OW RW A GR GROUNDING RODS DW RW A GV GATE VALVES ow RW A MS MOISTURE SENSORS OW RW A MV MASTER VAL VE ow RW A SB SPLICE BOX OW RW A (STA#) REMOTE CONTROL VALVES OW RW A QC QUICK COUPLERS CONTACT LANDSCAPE ARCHITECT FOR INFO ON ANY DEVICE IN A BOX NOT LISTED. PLAN SAMPLE: POTABLE WATER SYSTEM OF CONTROLLER "A" REMOTE CONTROL VAL VE ON ST A. #9 NOTES: ow A g > u (k A-VALVE BOXES SHALL BE LABELED BY HOT IRON BRANDING OR ALUMINUM ASPHAL TIC BASE WATERPROOF PAINT. 8-CONTROL VALVES SHALL BE INSTALLED TO ALLOW ORDERLY ARRANGEMENT OF VALVE BOXES. C-LOCATE VALVE ASSEMBLIES IN SHRUB OR GROUNDCOVER AREAS ONLY. □· LOCATION OF VALVE ASSEMBLIES SHALL BE STAKED FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. E-CENTER VALVE BOXES OVER VALVE ASSEMBLE TO FACILITATE ACCESS ANO MAINTENANCE. F-SET VALVE BOXES AT EQUAL ELEVATIONS W/TOPS AT 2" ABOVE FINISH GRADE IN SHRUB/ GROUNDCOVER AREAS. G-VALVE BOXES SHI\LL BE SET PARALLEL TO EJ\CH OTHER AND PERPENDICULAR TO EDGE OF AREA. H" DO NOT DEFORM OR COLLAPSE VALVE BOX GY EXCESSIVE SOIL COMPATION AROUND BOX. I-SEE ALSO INDIVIDUAL VALVE INSTALLATION DETAILS. G) TYPICAL VAL VE BOX IDENTIFICATION N.T.S. 99999-00t>ie ~-------~10" ROUND PLASTIC VALVE BOX WITH COVER MARKED "IRRIGATION GATE". REFER TO PLANS AND SPECIFICATIONS FOR APPROVED MANUFACTURERS ~---2" IN SHRUB/GROUNDCOVER AREAS m=m=m=m=m=m= l=I 11=111=111=111=111=1' lllFlllffilllffilllmlllrrJI' 11~1 I 1;"11 I;"! I 1=" ~----\\"1'"e!""m'"e!""m"'~·"'-----LINE SIZE BALL VALVE, REFER TO 111=111=' PLANS & SPECIFICATIONS, NIBCO iiiW;=' BRASS MODEL #T-580 ,p,=::::::=::;;;::;~_\\_-----~scHEDULE 40 PVC MALE ADAPTER (2 REQUIRED) ~~lnf!::~-lki-------PVC SCH 40 45A ELL (4 TYP.) y--t::::l~IJlt::::i_-jJIIII-JUt~ MIN. 1 CU FT. GRAVEL SECTION/ ELEVATION ---SCHEDULE 40 PVC PRESSURE MAINLINE AS INDICATED ON PLAN NOTE: ALL VALVE BOXES TO BE INSTALLED IN GROUND COVER AREAS. REFER TO PLAN FOR LOCATIONS. BALL VALVE (ISOLATION VALVE) N.T.S. 99999-00':lie I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL AND WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL AND AGREE TO COMPLY WITH ALL REQUIREMENTS WHEN SUBMITTING CONSTRUCTION DOCUMENTS. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER." NOTE: MASTER IN GROU ~--------------FINISH GRADE OOF CONNECTION (1 OF 2) - ' OR APPROVED EQUAL RECTANGULAR T-DOWN COV OX ZE, W/'RCV' OVER. SEE ANUFACTURER. & S ION NUMB PLANS & SPE UNION AND NIPPLES (TYP.) VC SCH 40 45A ELL (4 TYP.) ELECTRIC REMOTE CONTROL VALVE - REFER TO IRRIGATION LEGEND PVC SCH 40 PRESSURE MAINLINE 3/4" WASHED GRAVEL MASTER REMOTE CONTROL VAL VE 99999-007ie ~--------------~MINIMUM COVER: AS REQUIRED SECTION 0 LINE TRENCHING 8 0 8 1 6 I ~ I I SCALE: 1/8"= I' 18" FOR LINES 3" IN DIAMETER OR LESS 24" FOR LINES 3" -5-1/2" IN DIAMETER 36" FOR LINES 6" OR GREATER IN DIAMETER ~----SCHEDULE 40 PVC NON-PRESSURE LATERAL LINE ~----FINISHED GRADE ~--TYPE 'UF' DIRECT BURIAL CONTROL & COMMON WIRES, BUNDLE & TAPE WIRES TOGETHER EVERY 10 FEET ~----SCHEDULE 40 PVC PRESSURE MAINLINE ~~COMPACTED OR UNDISTURBED SUBGRADE 24 ! NOTES: • EXCAVATE TRENCHES TO REQUIRED DEPTHS. ·TRENCH BOTTOM SHALL BE FLAT TO INSURE PIPING !S SUPPORTED CONTINUOUSLY ON AN EVEN GRADE. ALL ADJUSTMENTS TO GMDE SHALL BE MAlJE BY SCl--{APING AWAY OR FILLING IN WITH CLEAN EARTH BACKFILL MATERIAL, WELL COMPACTED UNDER THE BODY OF THE PIPE. PIPE SHALL BE SNAKED IN TRENCHES. ·ALL LINES SHALL HAVE A CLEARANCE OF 6" FROM UTILI IY LINES or OTHER TH.ADES. DO NOT INSTALL PARALLEL LINES DIRECTLY OVER ONE ANOTHER. • WHERE PIPE SLEEVING OCCURS UNDER PAVING, EXTEND THE ENDS OF SLEEVING 12" BEYOND PAVING. • PROVIDE 20" EXPANSION LOOP IN WIRING AT ALL CHANGES OF DIRECTION GREATER THAN 30 DEGREES, UNTIE LOOPS AFTER ALL CONNECTIONS HAVE BEEN M/\DE. • BACKFILLING SHALL BE DONE IN 6'' LIFTS UNTIL FINISHED GRADE IS REACHED. FIRST LAYER SHALL BE FREE FROM SHARP ROCKS OR CLODS OF DIRT OVER 1/2" IN SIZE. N.T.S. 99999-0lOie ! N ~ (D Ct'. _, u N 0 04.14.15 CB 04.24.15 CB DATE INITIAL DESIGNER OF WORK E BOXES TO BE INSTALLED COVER AREAS. REFER OCATIONS. m~m~m~rr-' =I 11=111=1 I,-III=I I lc'"" =Ill~ 111:::- STIC VALVE BOX WITH COVER "FLOW SENSOR" REFER TO PLANS CATIONS FOR APPROVED MANUF NSOR CABLE BY ARIZONA ELECTRICAL GATORS #9516-2SP OR APPROVED EQUAL ~--FLOW SENSOR ----SCHEDULE 40 PVC MALE ADAPTER (2 REQUIRED) SCHEDULE 40 PVC PRESSURE MAINLINE -------------------ALLOW MIN. DISTANCE OF NEAREST DOWNSTREAM VAL OR REDUCING COUPLER PLASTIC FLOW SENSOR AS REQUIRED 6" SECTION SLEEVING REVISION REVISION REVISION DESCRIPTION 99999-00Bie ---MINIMUM COVER: UNDER ROADS (SCH 80): 6" OR LESS -36", >6" -48", UNDER PAVING (SCH 40): <3" -18", 3" -5-1/2" -24", 6" OR GREATER -36" ~--+------HARDSCAPE SURFACE -SEE PLANS. .,----CLEAN BACKFILL AS REQUIRED, REFER TO ENGINEER FOR SPECIFIC MATERIAL AND COMPACTION REQUIREMENTS. .,-----CLEAN SAND. .,---~--SCHEDULE 40 OR 80 PER MINIMUM COVER NOTE ABOVE PVC LATERAL LINE WITH SLEEVE. .,------TYPE 'UF' DIRECT BURIAL CONTROL & COMMON WIRES, SLEEVE SIZE AS REQ. ..------~ SCHEDULE 40 OR 80 PER MINIMUM COVER NOTE ABOVE PVC PRESSURE MAINLINE WITH SLEEVE NOTES: ·EXCAVATE TRENCHES TO REQUIRED DEPTHS. •TRENCH BOTTOM SHALL BE FLAT TO INSURE PIPING IS SUPPORTED CONTINUOUSLY ON AN EVEN GRADE. ALL ADJUSTMENTS TO GRADE SHALL BE MADE BY SCRAPING AWAY OR FILLING IN WITH CLEAN EARTH BACKFILL MATERIAL, WELL COMPACTED UNDER THE BODY OF THE PIPE. PIPE SHALL BE SNAKED IN TRENCHES. ·ALL LINES SHALL HAVE A CLEARANCE OF 6~ FROM U flLITY LINES OF OTHER TRADES. DO NOT INSTALL PARALLEL LINES DIRECTLY OVER ONE ANOTHER. • EXTEND THE ENDS OF SLEEVING 12'' BEYOND PAVING. • SEE LEGEND AND/OR SPECIFICATIONS FOR SLEEVE SIZING. • BACKFILLING SHALL BE DONE IN 6" LIFTS UNTIL FINISHED GRADE IS REACHED. N.T.S. 99999-0We APPROVED FOR !RR/GA T!ON AND PLAN TING ONLY, INCLUDING PRECISE LOCA T!ON OF PLANTING AREA. 11 AS BUIL T 11 RCE EXP. DATE REVIEWED BY, INSPECTOR DATE I SH~ET I ITY OF CARL BAD ~ PLANNING DIVISI□N 7 LAND CAPE IMPROVEMENT PLANS FOR: BUENA VISTA 11 -LOT 8 MODEL LANDSCAPE IRRIGATION DETAILS I APPROVED: 1ti\ u--F.:.j) -a±t --+ ~~I~ PLANNING D N BY: CB PROJECT NO. DRAWING NO. DATE INITIAL OATE INITIAL CHKD BY: CT 13-01 479-6M OTHER APPROVAL CITY APPROVAL RVWD BY: 18" MIN. -------QUICK-COUPLING VALVE -SEE PLAN FOR LOCATION, SEE IRRIGATION LEGEND FOR MANUFACTURER ------EDGE OF PAVING _.,,,,,,Jri=======11b,;::::,.:;;,:;;;::;f"•""=~1:-----VALVE BOX WITH COVER: 6" SIZE ~=ITT=ITT ', 1~fTT"~ITT=Ill=ITT '111=111= ll'-~III=IIl"'cc'',i'j'=~• ;;;;;;=-=t------PVC SCH 80 NIPPLE (LENGTH AS =III=III I WI =wI =''1=wI--'11=111 ll=ITT· -"'ITT=ITT=' REQUIRED) cl II=I I I I=III:C--, ,,_. ~IJJ,, ,,ill=' 3" MIN. DEPTH OF 3/4" WASHED GRAVEL ----------PVC SCH 40 STREET ELL --------BRICK (1 OF 2) -------PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) 1--=~i:.::-:--l_=--,;=--::-::-;::-:-----PVC SCH 40 STREET ELL ... -A-----PVC SCH 40 TEE OR ELL t------',,_-.,...._---{ ___ _,_~ '------------PVC SCH 40 MAINLINE PIPE '------------PVC SCH 40 ELL NOTES: '--------------2" X 2" REDWOOD STAKE WISTAINLESS STEEL GEAR CLAMPS OR EQUIVALENT ·FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL QUICK-COUPLING VALVE INLET SIZE. ·USE TEFLON TAPE ON ALL THREADED CONNECTIONS SECTION /ELEV A TION SUPPORT SYSTEM 0 QUICK-COUPLING VALVE -------------------------EDGE OF PAVING 4"MIN. STREAM POP-UP SHRUB IPPLE (LENGTH AS HOPE (MARLEX) SCH 40 STREET ELL ~--PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) HOPE (MARLEX) SCH 40 STREET ELL POP-UP SHRUB HEAD W /TRIPLE SWING JOINT AT BOTTOM INLET I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL AND WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL AND AGREE TO COMPLY WITH ALL REQUIREMENTS WHEN SUBMITTING CONSTRUCTION DOCUMENTS. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER." N.T.S. 99999-0l2ie 99999-001,h NOTE: ALL VALVES TO BE INSTALLED IN GROUND COVER AREAS ONLY. SECT!ON/ELEVATION --------30" LINEAR LENGTH OF WIRE, COILED --------WATERPROOF CONNECTION (1 OF 2)- 'SNAP-TITE' OR APPROVED EQUAL --------ID TAG -'T. CHRISTY' (800) 258-4583 --------GREEN RECTANGULAR VALVE BOX WIBOLT-DOWN COVER, 12" SIZE, W/'RCV' & STATION NUMBER ON COVER. SEE PLANS & SPECS FOR MANUFACTURER. \f'.S~------PVC SCH 80 NIPPLE (CLOSE) -------PVC SCH 40 ELL -----PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) -----BRICK (1 OF 4) SCH 80 NIPPLE (2" LENGTH, HIDDEN) AND SCH 40 ELL '--------PVC SCH 40 MALE ADAPTER ~-------3" MIN. DEPTH OF 314" WASHED GRAVEL ~-------PVC SCH 40 NON-PRESSURE LATERAL LINE 0 REMOTE CONTROL VALVE N.T.S. 99999-0\Jie 8 0 8 1 6 24 ~ I ~ I I I N SCALE: 1/8"=1' ,:i ~ 1>,"t-1.DSCAp,t ~ 1~ 0, CJ, {~ ...-..._ ,] /\.--''-\_Q-) '%; " ..:/~,;F-~ ~-'B ttTIL ,~--1,,..~ ~<;;_\ S' ~ .-0 Of; Q A\...\f --------- 04.14.15 CB 04.24.15 CB DATE INITIAL DESIGNER OF WORK r ----------------EDGE OF PAVING 2" MIN. l ---------SPRAY POP-UP LAWN HEAD --------FINISHED GRADE: 1" BELOW PAVING IN TURF ------PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) -------PVC SCH 40 ELL -------HOPE (MARLEX) SCH 40 STREET ELL -----PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) ----HDPE (MARLEX) SCH 40 STREET ELL '------PVC SCH 40 TEE OR ELL '-------PVC SCH 40 LATERAL PIPE SECTION/ELEVATION NOTE: (HOPE) HIGH DENSITY POLYETHYLENE POP-UP LAWN HEAD N.T.S. W /TRIPLE SWING JOINT AT BOTTOM INLET 99999-DOJih APPROVED FOR !RR/GA T!ON AND PLANTING ONLY, INCLUDING PRECISE LOCA T!ON OF PLANTING AREA. 11 AS BUIL T11 RCE EXP DATE REVIEWED BY, INSPECTOR DATE /1\ REVISION ~ CITY OF CARLSBAD m A REVISION 0 PLANNING DIVISI □N 7 LANDSCAPE IMPROVEMENT PLANS FOR: BUENA VISTA 11 -LOT 8 MODEL LANDSCAPE IRRIGATION DETAILS 1G~ I APPROVED: I er -f:JJ ...;-I-\-'-\-. z... 9 -I .:;" PLANNING OWN BY: CB I PROJECT NO. I DRAWING NO DATE INITIAL DATE INITIAL CHKD BY: REVISION DESCRIPTION CT 13-01 479-6M OTHER APPROVAL CITY APPROVAL RVWD BY: B ROTOR HEAD STEEL STRAP FASTENERS REQUIRED) VC SCH 80 NIPPLE (LENGTH AS REQUIRED) '-----FINISH GRADE ---PVC SCH 40 ELL PVC SCH 40 TEE OR ELL NOTE: USE TEFLON TAPE CONNECTIONS SHRUB OR STREAM ROTOR HEAD ON RlSER W /CHECK VALVE l,I..LaUJJ..MJ.4"-l,-,-,,-.,,....,,/J,'u.uJ.11.LJ.1aLU..------------FINISH GRADE 99999-00?;h -~----------------BACKFILLED TRENCH (FREE OF DEBRIS) ~"""6,,_ ______ ------------LANDSCAPE DRIPLINE TUBING SbCTlON/ELEVATION ® LANDSCAPE DRIPLINE TRENCHING I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL AND WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL AND AGREE TO COMPLY WITH ALL REQUIREMENTS WHEN SUBMITTING CONSTRUCTION DOCUMENTS. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER." N.T.S. 99999-00?i<od NOTE: ------------30" LINEAR LENGTH OF WIRE. COILED -----------ID TAG -T CHRISTY' (800) 258-4583 -----------WATERPROOF CONNECTION (1 OF 2) · 'SNAP-TITE' OR APPROVED EQUAL ----FINISH GRADE llffi~F[ \..'".\\!il=iiJl!!ill=iiJIII ___ _ 111=111c GREEN RECTANGULAR VALVE BOX -m=r WI BOLT-DOWN COVER 12" SIZE WI 'RCV' ll[li/1. & STATION NUMBER ON COVER. SEE ,. PLANS & SPECS FOR MANUFACTURER. REMOTE CONTROL VALVE WI PRESSURE REGULATOR -REFER TO IRRIG. LEGEND BRICK (1 OF 4) ["""':_~----SCH SO NIPPLE (2" LENGTH, HIDDEN) AND SCH 40 ELL ALL VALVES TO BE INSTALLED ~----------IN-LINE WYE FILTER ~----------IN-LINE PRESSURE REGULATOR '------------PVC SCH 40 PRESSURE MAINLINE IN GROUND COVER AREAS ONLY. SECTION/ ELEV AT JON 0 PRESSURE REG. DRIP VALVE W /WYE FILTER AND IN-LINE PRESSURE REGULATOR N.T.S. 99999-00!i'°d D 0 0 0 0o~Yr+-------------MULCH LAYER PER SPECIFICATIONS _o O 0 0 · LANDSCAPE DRIPLINE TUBING ------------FINISH GRADE SECTION/ELEVATlON r;;'\ LANDSCAPE DRIPLINE V ON-GRADE INSTALLATION ! /4~',& '\_CJ, ~·~ ~t ~\"t 8 0 8 16 24 I ~ I I I N SCALE: 1/8"=1' ~ 1,ri);i-\f/q,iur~ . ,. .,, rs,. ,._, 0~ '--. Or <;A\.\'<,.,,. _______ ... ---------------FINISH GRADE ---------------PVC TEE (SXSXS) COMPRESSION FITTING FOR DRIPLINE LANDSCAPE DRIPLINE -GPH, EMITTER SPACING, AND DISTANCE BETWEEN LINES PER PLANS --------PVC SCH 40 ELL (SxS) __ ,..,.,. ___ PVC SCH 40 LATERAL PIPE SECTION/ ELEVATION DRIPLINE SUPPLY HEADER BELOW-GRADE INST ALLA TI ON -------FINISH GRADE N "--.ll>"----lJJt....,:=f~~:j-------PVC FEMALE ADAPTER ~-------SCH 40 LATERAL LINE "'f;~:e,:,u:_----------6" TO 8" DIAMETER OF 314" WASHED ;.\ GRAVEL SECTION/ELEVATION N.T.S. 99999-002i"d 0 TECHLINE CV LINE FLUSHING VAL VE PLUMBED TO PVC N.T.S. APPROVED FOR !RR/GA TION AND PLANTING ONLY, INCLUDING PR[CIS[ LOCA T!ON OF PLANTING AREA. 11 AS BUIL T 11 RCE EXP. DATE REVIEwED BY: INSPECTOR DATE 04.14.15 CB /J\ REVISION rn CITY OF CARLSBAD m 04.24.15 CB ~ REVISION 1 PLANNING DIVISION 7 LANDSCAPE IMPROVEMENT PLANS FOR: BUENA VISTA 11 -LOT 8 MODEL LANDSCAPE IRRIGATI □N DETAILS I APPROVED: ~~ Lr-~-~ .,-I ~ £:)\,_:,t\- PLANNING DWN BY: CB I I DRAWING NO PROJECT NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: REVISION DESCRIPTION CT 13-01 479-6M DESIGNER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: .;'.,, LINE FLUSHING VALVE PLUMBED TO PVC PIPE (TYP) [fr . - 111 ! ' I PVC SCH 40 EXHAUST HEADER W/ 12" I COVER OVER PIPE· SEE DETAIL I I I TECHLINE LATERAL TUBING I y PVC SCH 40 SUPPLY HEADER W/ 12" COVER OVER PIPE· SEE DETAIL / I I TECHLINE START CONNECTION / .r (PVC TO ELL). SEE DETAIL I V / 10 , / I ELECTRIC REMOTE CONTROL VALVE I W/ DISC FILTER AND PR\/· REFER TO IRRIGATION EQUIPMENT LEGEND I I r AREA PERIMETER I I [= = ~ PERIMETER LATERALS 2" TO 4" FROM I I EDGE ~ _"1l LATERAL BANK TECHLINE TUBING 0 TECHLINE START CONNECTION (PVC TO ELL)· SEE DETAIL PLAN 0 TECHLINE CV "CENTER FEED" LAYOUT I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL AND WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL AND AGREE TO COMPLY WITH ALL REQUIREMENTS WHEN SUBMITTING CONSTRUCTION DOCUMENTS. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER." N.T.S. 99999-00◄i.-d ~~ I ,fe) LINE FLUSHING VALVE PLUMBED TO I , PVC PIPE (TYP.) I I AREA PERIMETER I I I TECHLINE LATERAL TUBING I I I TECHLINE START CONNECTION I I (PVC TO ELL) · SEE DETAIL I I I I PVC SCH 40 EXHAUST HEADER W/ 12" I COVER OVER PIPE· SEE DETAIL I GI I TECHLINE TEE N! 0 ' ' ' LATERAL BLANK TECHLINE TUBING ..., .... ~: ' .... .... I .... ii .... ~~ f' PVC SCH 40 SUPPLY HEADER W/ 12" I COVER OVER PIPE· SEE DETAIL '-~ ELECTRIC REMOTE CONTROL VALVE W/ DISC FILTER AND PR\/· REFER TO PLAN IRRIGATION EQUIPMENT LEGEND TECHLINE CV IRREGULAR AREAS TRIANGULAR LAYOUT N.T.S. 99999-00'.iit',.J 1 ,y.1>D SCApl?:~ ,? 'o'c, lff/2 n '-:;~ 8 0 8 1 6 24 .:; ,.,,. V" "\\ ::i I ~ I I J N I -7/jp~' \~ -'l,z.~!k . SCALE: 1/8"= I' ~ ),~ , .... ~ '?>~ I? 0 .....__o,_ C ;.,\-\y --- ' 0 ' \ I I I PLAN F )-----------------LINE FLUSHING VALVE PLUMBED TO PVC PIPE ',-~--------------AREA PERIMETER \ \ I ~ I '---4'--\1-,----------------PVC SCH 40 EXI lAUST HEADER W/ 12" V '-. COVER OVER PIP!:: -SEF: DETAIL I I 11~-½~--------------TECllLINE TEE / \ \ ' '-.._ -~ --------........ -----------LATERAL BLANK TECHLINE TUBING TUl::llNG ' .... ..._ (CENTERED ON MOUND OR BERM) --....__ . '--"""==-~-----TECHLINE LATERAL TUBING ' ----TEO ILINE START CONNECTION (PVC TO ELL) -SEE DETAIL '#----PVC SCH 40 SUPPLY HEADER WI 12" COVER OVER PIPE -SEE DETAIL -----ELECTRIC REMOTE CONTROL VALVE W/ DISC i-:ILTER AND PRV -REFER TO IRRIGATION EQUIPMENT LEGEND NOTES· 9:JR!P-LINES TO BE EQUALLY & UNIFORMIL Y SPACED FOR ENTIRE LENGTH OF RUN. SPACE LINES AS SHOWN AND/OR NOTED ON DRAWINGS & SPECS. «3EE NETAFIM. 'TECHLINE DESIGN GUIDE' FOR ADDITIONAL INFORMATION CJRIP-LINES TO BE LAYF.D FLAT AND SECURED TO SUBGRADE W/ STAPLES AT 5' CENTERS PRIOR TO !::\ACK-FILL OR MULCH COVER .__,SE CAUTION WHEN SECURING DRIP•LINE W/ STAPLES. DRIP-LINE SHALL NOT BE OBSTRUCTED OR KINKED. TECHLINE CV IRREGULAR AREAS ODD CURVES LAYOUT N.T.S. APPROVED FOR !RR/GA T!ON AND PLAN TING ONLY, INCLUDING PRECISE LOCA T!ON OF PLANTING AREA. RCE __ _ EXP. ___ _ DATE REVIE\v'ED BY, INSPECTOR DATE 04.14.15 CB /1 REVISION IT:J CITY OF CARLSBAD m ic0~4._,. 2c-'4~. 1~5+----"C"'B---1...,_l,l""',-'-"R""E-'-V""I S-'-'I O'-'-N'----------------+---+---+----+-----1 2 PLANNING DI VISl □N 7 l----+---+-------------------+---+---+---+----1 LANDSCAPE IMPROVEMENT PLANS FOR: BUENA VISTA 11 -LOT 8 MODEL LANDSCAPE IRRIGATION DETAILS I APPROVED: 1a1 Cr:-t:il~it '-t. "Z.-4. ii:; I PLANNING DATE INITIAL REVISION DESCRIPTION DESIGNER OF WORK DWN BY: CB I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: CT 13-01 479-6M OTHER APPROVAL CITY APPROVAL RVWD BY: ,'1· I; '.• ~; ,· ' _S_U_B_D_IV_IS_I_O_N_B_O_U_N_D_A_R_Y __ ~7 WATER PIPELINE EASEMENT EDGE OF TURFBLOCK SEE CIVIL ENGINEER'S PLANS (TYP.) TEMPORARY PARKING AREA -SEE CIVIL ENGINEER'S PLANS ROAD RIGHT-OF-WAY (TYP.) PLANTING EDGE (TYP.) LOT PROPERTY LINE (TYP.) VEHICULAR SIGHT TRIANGLE (TYP.) \ / \ I I \ \ \ / ,/ /~ \ / / / / / / / / / / / / / / / \ / TREE PLANTER BOX (TYP.) ( / OLE EUR ---------,rt----1"1----l.------l--• / / 0 ' SEE SHEET DWG 479-6L FOR LANDSCAPING OF PARKWAY AND SLOPE AREAS BIOFILTRATION SWALE \ SEE SITE GRADING AND DRAINAGE PER CIVIL PLANS (TYP.) 0 \ 1, 1_ \CJ \0 \''"1) ,, \:V, I \ 'Q \ \~ \ \ \ PAVING EDGE (TYP.) \ \ \ \ \ \ \ FENCELINE (TYP.) \ \ \ \ \ \ \ \ SEE SHEET DWG 479-6L \\\ \\ FOR LANDSCAPING OF PARKWAY AND SLOPE AREAS , \ I STORM DRAIN PER CIVIL PLANS (TYP.) I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL AND WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL AND AGREE TO COMPLY WITH ALL REQUIREMENTS WHEN SUBMITTING CONSTRUCTION DOCUMENTS. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER." \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ CEROC • / / / / / / / / / PAN JAS OLE EUR4 • / / / [Q] BUENA VISTA WAY ' ' [Q] TEMPORARY MODEL RESTROOM ACCESS -SEE CIVIL ENGINEER'S PLANS / / / / / / / / GERO C 7. TREE LEGEND Rootball Symbol Botanical Name Common Name Size Quantity CER OCC Cercis occidentalis Western Redbud 24" Box 2 CIT SPE Citrus 'Meyer Lemon Improved' Meyer Lemon 24" Box 4 LAG NAT Lagerstroemia 'Natchez' Natchez Crape Myrtle 24" Box 2 OLE EUR Olea europaea 'Swan Hill' Fruitless Olive 24" Box 2 OLE EUR 48 Olea europaea 'Swan Hill' Fruitless Olive 48" Box 2 Note: Trees planted within 5' of public sidewalks shall be installed with root barriers approved by the City of Carlsbad. See detail C/15 VINE AND ESPALIER LEGEND Rootball Symbol Botanical Name Common Name Size Quantity MAG LG Magnolia 'Little Gem' Espalier Espaliered Little Gem Magnolia 15 Gal PAN JAS Pandora jasminoides -Staked Staked Bower Vine 5 Gal PLANTING NOTES: ALL WORK PERFORMED SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF LOCAL AND/OR STATE JURISDICTIONS CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS, INSPECTIONS AND APPROVALS REQUIRED FOR THIS WORK. 1 2 2. THE CONTRACTOR MUST VERIFY THE LOCATIONS OF UNDERGROUND UTILITY LINES IN FIELD PRIOR TO ANY EXCAVATION, AND IS RESPONSIBLE FOR THE COST OF REPAIRING ANY DAMAGE. REQUEST APPROVAL FROM LANDSCAPE ARCHITECT FOR ANY DEVIATION IN PLANT MATERIAL LOCATIONS. 3. FINAL GRADES SHALL BE WITHIN TWO (2) INCHES BELOW CURB AND/OR PAVING GRADE IN SHRUB AREAS, AND ONE (1) INCH BELOW CURB AND/OR PAVING GRADE IN LAWN AREAS. 4. ALL TREES AND SHRUBS ARE TO BE REVIEWED AND APPROVED BY THE OWNER OR LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 5. ALL TREE DELIVERIES MUST BE COORDINATED WITH [HE GENERAL CONTRACTOR 6. ALL TREE LOCATIONS ARE TO BE REVIEWED AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 7. ALL PLANTING PLANS ARE DIAGRAMMATIC, AND THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO ENSURE THAT THE ROOTBALLS OF NEW AND EXISTING TREES ARE NOT DISTURBED. 8 ALL ON-CENTER SPACINGS FOR SHRUBS AND GROUND COVERS ARE TRIANGULAR SPACINGS. 9. ALL GROUND COVER SHALL EXTEND BENEATH ALL PLANT MATERIAL 10. ALL VINES AND ESPALIERS ARE TO BE REMOVED FROM STAKES OR TRELLISES AND ATTACHED TO WALLS WITH APPROVED DEVICES (SEE DETAIL) 11. A MINIMUM OF 3" ORGANIC MULCH SHALL BE ADDED TO NON-TURF PLANTING AREAS WITH SLOPES LESS THAN 31 TO COVER THE SOIL SURFACE COMPLETELY. 12. THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING LANDSCAPE WORK SO THAT LANDSCAPE ARCHITECT CAN REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW MODEL SOIL PREPARATION & BACKFILL MIX SPECIFICATIONS: THE FOLLOWING SPECIFICATIONS ARE TO BE USED FOR COST ALLOWANCES ONLY. FINAL SOIL PREPARATION AND BACKFILL MIX RECOMMENDATIONS TO BE BASED ON RES UL TS OF REQUIRED SOIL TESTS. MODEL SOIL PREPARATION: (PER 1000 SQUARE FEET) ALLOW FOR A MINIMUM OF 4 CUBIC YARDS/1000 SQUARE FEET NITROGEN-STABILIZED ORGANIC AMENDMENT (AS SPECIFIED IN SECTION 02821, PAR 2.01) ALLOW FOR A MINIMUM OF 150#/1000 SQUARE FEET 'GRO-POWER' 5-3-1 ALLOW FOR A MINIMUM OF 20#/1000 SQUARE FEET SOIL SULFUR BROADCAST UNIFORMLY AND ROTOTILL INTO UPPER FOUR (4) TO SIX (6) INCHES OF SOIL. MODEL BACKFILL MIX FOR TREES AND SHRUBS: (PER CUBIC YARD) 3 PARTS BY VOLUME NITROGEN STABILIZED ORGANIC AMENDMENT 7 PARTS BY VOLUME SITE SOIL 20# 'GRO-POWER 5-3-1' PER CUBIC YARD OF MIX MODEL BACKFILL MIX FOR RHODODENDRONS, AZALEAS AND/OR CAMELLIAS: (PER CUBIC YARD) 1/3 BY VOLUME -PRE-MOISTENED SPHAGNUM PEAT MOSS 1/3 BY VOLUME -APPROVED TOPSOIL 1/3 BY VOLUME -AMENDED SITE SOIL 10#-'GRO-POWER 3-12-12 FLOWER & BLOOM' FERTILIZER PER CUBIC YARD OF MIX 3# -'GRO-POWER PREMIUM GREEN IRON -40% Fe' PER CUBIC YARD OF MIX MODEL BACKFILL MIX FOR PERENNIALS AND ROSES (PER CUBIC YARD) 1/3 BY VOLUME -PRE-MOISTENED SPHAGNUM PEAT MOSS 2/3 BY VOLUME -AMENDED SITE SOIL 10#-'GRO-POWER 3-12-12 FLOWER & BLOOM' FERTILIZER PER CUBIC YARD OF MIX TREE SYMBOLS • PROPOSED TREE 0 EXISTING HOA TREE NOTE WELL: PROTECTION OF NEW SPECIMEN TREES: 1. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NEW SPECIMEN TREES THAT HAVE BEEN INSTALLED. ALL NECESSARY PRECAUTIONS SHALL BE TAKEN TO ASSURE THAT THEY ARE PROTECTED FROM DAMAGE BY WORKERS AND EQUIPMENT 2 PROTECTIVE FENCING SHALL BE INSTALLED AT THE DIRECTION OF A CERTIFIED CONSULTING ARBORIST OR HORTICUL TURALIST. 3. WHERE IT IS NECESSARY TO EXCAVATE IN CLOSE PROXIMITY TO NEW SPECIMEN TREES, ALL POSSIBLE CAUTION SHALL BE EXERCISED TO AVOID INJURY TO ROOTS, LIMBS AND TRUNKS. EXCAVATION CLOSE TO TREES SHALL BE BY HAND. TUNNELING UNDER ROOTS TWO (2) INCHES AND LARGER SHALL BE ALLOWED ONLY AFTER DISCUSSION WITH AND APPROVAL BY A CERTIFIED CONSUL TING ARBORIST OR HORTICULTURALIST. 4. EXCAVATIONS IN THE VICINITY OF TREES SHALL BE CLOSED WITHIN 24 HOURS. WHERE THIS IS NOT POSSIBLE, THE SIDE OF THE EXCAVATION ADJACENT TO THE TREE SHALL BE KEPT COVERED WITH MOIST BURLAP OR CANVAS. 5. THE CONTRACTOR SHALL INSURE THAT NO FOREIGN MATERIAL AND/OR LIQUID, SUCH AS PAINT, CONCRETE, CEMENT, OIL, TURPENTINE, ACID OR THE LIKE, BE ALLOWED TO CONTAMINATE ANY SOIL WITHIN THE DRIPLINE (I.E., THE OUTSIDE EDGE OF FOLIAGE OVERHANG) OF ANY TREE. IF SUCH CONTAMINATION SHOULD OCCUR, THE CONTRACTOR SHALL REMOVE SOIL AS DIRECTED BY A CERTIFIED CONSUL TING ARBORIST OR HORTICULTURALIST AND REPLACE IT WITH ACCEPTABLE SOIL AT NO EXPENSE TO THE OWNER. 6 ALL DAMAGE TO SPECIMEN TREES SHALL BE REPAIRED AT THE GENERAL CONTRACTOR'S EXPENSE BY A LICENSED TREE SURGEON OR OTHER APPROVED PERSONNEL AS APPROVED BY A CERTIFIED CONSULTING ARBORIST OR HORTICULTURALIST. 7. ANY IRRIGATION SYSTEM AT ALL EXISTING OR NEW SPECIMEN TREES SHALL BE MAINTAINED IN WORKING ORDER FOR THE DURATION OF CONSTRUCTION. ANY DAMAGE TO THE IRRIGATION SYSTEM SHALL BE REPAIRED IMMEDIATELY AT NO EXPENSE TO THE OWNER SOIL TESTING REQUIREMENTS: SOIL TESTING FOR AGRICULTURAL SUITABILITY IS REQUIRED FOR ALL LANDSCAPE AREAS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING SOILS TESTING AND SOIL AMENDMENT RECOMMENDATIONS. SOILS TESTING SHALL BE COMPLETED AND TEST RESULTS AND AMENDMENT RECOMMENDATIONS SUBMITTED TO THE OWNER'S REPRESENTATIVE A MINIMUM OF FIFTEEN ( 15) DAYS BEFORE COMMENCEMENT OF ANY PLANTING. THE TESTING LABORATORY SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE. ( REFER TO SECTION 01630) THE TESTING LABORATORY FOR SOILS ANALYSIS SHALL USE THE FOLLOWING CRITERIA FOR SOIL TESTING: USDA AGRICULTURAL SUITABILITY TEST PER HANDBOOK 60, TO INCLUDE BORON PRESENCE AND CONTENT; AND UNIVERSITY OF CALIFORNIA SOIL FERTILITY TEST. INTERPRETATIONS, FERTILIZATION AND SOIL AMENDMENT RECOMMENDATIONS, AND COMMENTS REGARDING THESE TESTS ARE REQUIRED. SOILS TEST SITES SHALL OCCUR NOT MORE THAN 250 FEET ON_ CENTER IN THE PLANTING AREAS, UNLESS OTHERWISE NOTED ON PLANS. SAMPLES OF ALL IMPORT SOIL FROM EACH SOURCE SHALL ALSO BE SUBMITTED TO THE SOILS TESTING LABORATORY FOR ANALYSIS, INTERPRETATION AND RECOMMENDATIONS PRIOR TO PLACEMENT, BLENDING OR BACKFILLING. TEST RESULTS SHALL BE SUBMITTED TO LANDSCAPE ARCHITECT BEFORE DELIVERY OF SOIL AMENDMENTS. APPLICATION RATE TABLE GRO-POWER 7 GRAM PLANTING TABLETS, 12-8-8 with 20%%% Humus and 4%%% Humic Acid Plant Size 1 Gal 2 Gal 5 Gal 15 Gal 20"-24" Specimen Trees Plant Plant Plant Plant Box & Shrubs # of Tablets 2 3 6 12 15 4 Tablets for every inch of Caliper Note: Place tablet(s) no higher than 1/3 of the way up the rootball spaced equally around the perimeter of the rootball approximately 2" from the root tips. *SEE DWG 479-6L FOR LANDSCAPING OF PARKWAYS AND SLOPE AREAS APPROVED FOR !RR/GA T!ON AND PLAN TING ONLY, INCLUDING PRECISE LOCA T!ON OF PLANTING AREA. 11 AS BUIL T11 RC[ __ _ EXP. ___ _ DATE NO EXCAVATION OF ANY KIND IS TO OCCUR ANYWHERE ON SITE WITHOUT FIRST VERIFYING THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES. REVIEWED BY, 8 16 24 I 1-______,, ----- SCALE: 1/8"=1' INSPECTOR DATE i1.~!:~~ ~: '.;: ~~0:~:~~ fSHml CITY OF CARLSBAD ~ "'-'~"-'-''l---""'----l-""'-"'-'-'"'-'-""-'""---------------1-----1---'----ll---'----I----I ~ PLANNING DIV I Sl □N l___22__j 1----+---1----------------------+---+----t------j------l DATE INITIAL DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LANDSCAPE IMPROVEMENT PLANS FOR: BUENA VISTA 11 -LOT 8 MODEL TREE PLANTING PLAN I APPROVED: 1101\ PLANNING l-1-E:'i~--9±t 4-'2--'t ,.,,-1 DWN BY: CB I PROJECT NO. I DRAWING NO. CHKD BY: CT 13-01 479-6M RVWD BY: ,, ' I ---··------------ _S_U_B_D_IV_IS_I_O_N_B_O_U_N_D_A_R_Y ___ 7 WATER PIPELINE EASEMENT EDGE OF TURFBLOCK SEE CIVIL ENGINEER'S PLANS (TYP.) TEMPORARY PARKING AREA -SEE CIVIL ENGINEER'S PLANS ROAD RIGHT-OF-WAY (TYP.) PLANTING EDGE (TYP.) ENGINEERED SLOPE - SEE CIVIL ENGINEER'S PLANS (TYP.) / ·"/, (:\··_'.(. :, ; . / / / / ',~-';/C:ON MAU ' , · AGA J i,,/s,~t,:ff,-\~~J '._:_•HH_._?o••·.:.·.~--··•~.' .. ···.' .. :·•·,:: .. : i :;sf~:~,{ ,. ., 9AR0~f: : LOT PROPERTY LINE (TYP.) VEHICULAR SIGHT TRIANGLE (TYP.) SEE SHEET DWG 479-6L FOR LANDSCAPING OF PARKWAY AND SLOPE AREAS ' / / / / 0 / / + + c + + c c . . + . • + . . + . + . • + ➔ . + . . +· + + + + . + + + • + BIOFILTRATION SWALE SEE SITE GRADING AND DRAINAGE PER CIVIL PLANS (TYP.) + CEA PAVING EDGE (TYP.) FENCELINE (TYP.) SEE SHEET DWG 479-6L FOR LANDSCAPING OF PARKWAY AND SLOPE AREAS \ -CJ 0 -u \ h 0 rn I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL AND WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL AND AGREE TO COMPLY WITH ALL REQUIREMENTS WHEN SUBMITTING CONSTRUCTION DOCUMENTS. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER." +yp + + + • + + + c + + • + + + + + ,. + + 0 . • • . . . . . . • . . . . . c . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .,. . i',N)i(AN .' O. ·. >~ ; .:',,;; ·,'. -.. :: · .. , 'MEDAL[JC) :r4oi<r< , , i,w/4R,:\yii' ·, , . . , BONSAI T • • . . COT DAM PLANTED ON SLOPE ALL OTHER PLANTING COT DAM PLANTED ON SLOPE BENEATH CEA YP • p~i' -~. BUENA VISTA WAY ' ' SEN MAN SEN MAN • CON MAU PHO JS CAR BB LAM MAC TEMPORARY MODEL RESTROOM ACCESS -SEE CIVIL ENGINEER'S PLANS • LAV •Si" • • . . . • • • ♦ . . . . • ♦ • • . . . . . . . . . . . . . ,FE$ ,lO'A' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • • • £n}£----COT DAM PLANTED ON SLOPE ALL OTHER PLANTING 8 I SHRUB LEGEND Container/ Rootball On-Center Symbol Botanical Name Common Name Size Spacing Quantity AEOZWA Aeonium 'Schwartzkopf Black Aeonium 5 gal 36" 2 AGAAME Agave americana 'Medio-picta Alba' Dwarf Variegated Century Plant 15 gal 48" 2 AGAJH Agave 'Joe Hoak' Joe Hoak Agave 5 gal n/a 4 AGA NOV Agave attenuata 'Nova' Blue Foxtail Agave 5 gal 36" 10 BLE SPI Blechnum spicant Deer Fern 5 gal 18" 31 BUX JAP Buxus japonica 'Green Beauty' Green Beauty Boxwood 5 gal 18" 58 CAR BB Carissa macrocarpa 'Boxwood Beauty' Dwarf Natal Plum 5 gal 18" 47 CEA YP Ceanothus griseus horizontalis 'Yankee Point' Yankee Point Ceanothus 1 gal 72" 6 GER TOM Cerastium tomentosum Snow in Summer 1 gal 18" 55 CIS PUR Cistus purpureus Pink Rockrose 5 gal 24" 12 CON MAU Convolvulus mauritanicus Bush Morning Glory 4" pot 24" 14 COT DAM Cotoneaster dammeri 'Lowfast' Lowfast Bearberry flat 12" 820 FESIDA Festuca idahoensis Idaho Fescue flat 12" 202 GARJAS Gardenia jasminoides (grafted) Grafted Gardenia 5 gal 36" LAM MAC Lamium maculatum Dead Nettle 4" pot 12" LAN MON Lantana montevidensis Purple Lantana 1 gal 30" LAU NOB Laurus nobilis Bay Laurel 15 gal 24" LAV DEN Lavandula dentata 'Goodwin Creek Grey' French Lavender 5 gal 18" LAV STO Lavandula stoechas 'Otto Quast' Spanish Lavender 5 gal 24" PHO JS Phormium 'Jack Spratt' Jack Spratt Flax 5 gal 14" PHO PS Phormium 'Pink Stripe' Pink Stripe Flax 15 gal 42" PHO TT Phormium 'Tony Tiger' Tony Tiger Flax 5 gal 20" ROS ICE Rosa floribunda 'Iceberg' Iceberg Rose 5 gal 24" SAL LEU Salvia leucantha 'Santa Barbara' Purple Mexican Bush Sage 5 gal 36" SEN MAN Senecio mandraliscae Blue Chalk Sticks 1 gal 18" VIB TIN Viburnum tinus 'Spring Bouquet' Laurustinus 15 gal 48" MULCH NOTE ALL PLANTER BEDS ARE TO BE TOP DRESSED WITH MULCH UPON THE COMPLETION OF PLANTING OPERATIONS. MULCH SAMPLES SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF THE MULCH. *50% OF SHRUBS (EXCEPT ON SLOPES 3:1 OR STEEPER) SHALL BE A MINIMUM OF 5 GALLON SIZE SLOPE PLANTING GUIDELINES SLOPES 6:1 OR STEEPER AND LESS THAN 3' IN VERTICAL HEIGHT A. STANDARD #1 -INSTALLATION OF GREEN FIX AMERICA'S WS05B BIODEGRADABLE ORGANIC NET STRAW MAT PER MANUFACTURER'S INSTALLATION AND FASTENING GUIDELINES SLOPES 6:1 ORS IEEPER AND 3' TO 8' IN VERTICAL HEIGHT A STANDARD #1 -INSTALLATION OF GREEN FIX AMERICA'S WS05B BIODEGRADABLE ORGANIC NET STRAW MAT PER MANUFACTURER'S INSTALLATION AND FASTENING GUIDELINES B. STANDARD #2 -COTONEASTER DAMMERI 'LOWFAST' GROUND COVER TO BE PLANTED FROM A MINIMUM OF FLATS AND 12" ON CENTER SPACING C. STANDARD #3 -CEANOTHUS GRISEUS HORIZONTALIS 'YANKEE POINT' TO BE PLANTED FROM A MINIMUM 2-3/4" LINER AND 6' ON CENTER SPACING SLOPES 6:1 OR STEEPER AND IN EXCESS OF 8' IN VERTICAL HEIGHT A. STANDARD #1 -INSTALLATION OF GREEN FIX AMERICA'S WS05B BIODEGRADABLE ORGANIC NET STRAW MAT PER MANUFACTURER'S INSTALLATION AND FASTENING GUIDELINES B. STANDARD #2 -COTONEASTER DAMMERI 'LOWFAST' GROUND COVER TO BE PLANTED FROM A MINIMUM OF FLATS AND 12" ON CENTER SPACING C. STANDARD #3 -CEANOTHUS GRISEUS HORIZONTALIS 'YANKEE POINT' TO BE PLANTED FROM A MINIMUM 2-3/4" LINER AND 6' ON CENTER SPACING D. STANDARD #4 -MELALEUCA NESOPHILA SMALL TREES TO BE PLANTED FROM A MINIMUM OF 1 GALLON CONTAINERS AND SPACING PER PLAN AT A MINIMUM RATE OF ONE (1) PER TWO HUNDRED (200) SQUARE FEET 20 88 31 12 77 32 9 3 13 26 18 41 7 AREAS GRADED FLATTER THAN 6;1 AND NOT SCHEDULED FOR IMPROVEMENT WITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING, HAVE POTENTIAL EROSION PROBLEMS AS DETERMINED BY THE CITY, AND/OR ARE IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS THAT WARRANT IMMEDIATE TREATMENT SHALL BE PLANTED WITH S&S SEEDS' BASIC NATIVE EROSION CONTROL MIX APPLIED VIA THE MANUFACTURER'S INSTALLATION GUIDELINES SOIL TESTING REQUIREMENTS: SOIL TESTING FOR AGRICULTURAL SUITABILITY IS REQUIRED FOR ALL LANDSCAPE AREAS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING SOILS TESTING AND SOIL AMENDMENT RECOMMENDATIONS. SOILS TESTING SHALL BE COMPLETED AND TEST RESULTS AND AMENDMENT RECOMMENDATIONS SUBMITTED TO THE OWNER'S REPRESENTATIVE A MINIMUM OF FIFTEEN ( 15) DAYS BEFORE COMMENCEMENT OF ANY PLANTING. THE TESTING LABORATORY SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE. ( REFER TO SECTION 01630) THE TESTING LABORATORY FOR SOILS ANALYSIS SHALL USE THE FOLLOWING CRITERIA FOR SOIL TESTING; USDA AGRICULTURAL SUITABILITY TEST PER HANDBOOK 60, TO INCLUDE BORON PRESENCE AND CONTENT; AND UNIVERSITY OF CALIFORNIA SOIL FERTILITY TEST. INTERPRETATIONS, FERTILIZATION AND SOIL AMENDMENT RECOMMENDATIONS, AND COMMENTS REGARDING THESE TESTS ARE REQUIRED. NTING AREAS, UNLESS OTHERWISE NOTED ON PLANS. SOILS TEST SITES SHALL OCCUR NOT MORE THAN 250 FEET ON_ CENTER IN THE PLA SAMPLES OF ALL IMPORT SOIL FROM EACH SOURCE SHALL ALSO BE SUBMITTED TOT HE SOILS TESTING LABORATORY FOR ANALYSIS, INTERPRETATION AND RECOMMENDATIONS PRIOR TO PLACEMENT, BLENDING OR BACKFILLING. TEST RESULTS SHALL BE SUBMITTED TO LANDSCAPE ARCHITECT BEFORE DEL IVERY OF SOIL AMENDMENTS. *SEE DWG 479-6L FOR LANDSCAPING OF PARKW A YS AND SLOPE AREAS 04.14.15 CB /1\ REVISION 04.24.15 CB ~ REVISION 0 8 16 24 ! ~ I I I N SCALE; 1/8"=1' ~ ~ytDSCAp{" • ...,___ yq-~·~~ o/ -~J 2?~~~ \ 1/::,;-~ ~·~ '0 --3//1,'(, ,.,. . ~ ,~ DATE INITIAL " ._, o'<' REVISION DESCRIPTION OF CA\..~'t-DESIGNER OF '/,ORK -~~-✓ PLANTING NOTES: 1. ALL WORK PERFORMED SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF LOCAL AND/OR STATE JURISDICTIONS. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS, INSPECTIONS AND APPROVALS REQUIRED FOR THIS WORK 2. THE CONTRACTOR MUST VERIFY THE LOCATIONS OF UNDERGROUND UTILITY LINES IN FIELD PRIOR TO ANY EXCAVATION, AND IS RESPONSIBLE FOR THE COST OF REPAIRING ANY DAMAGE. REQUEST APPROVAL FROM LANDSCAPE ARCHITECT FOR ANY DEVIATION IN PLANT MATERIAL LOCATIONS 3. 4. FINAL GRADES SHALL BE WITHIN TWO (2) INCHES BELOW CURB AND/OR PAVING GRADE IN SHRUB AREAS, AND ONE (1) INCH BELOW CURB AND/OR PAVING GRADE IN LAWN AREAS. ALL TREES AND SHRUBS ARE TO BE REVIEWED AND APPROVED BY THE OWNER OR LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. ALL TREE DELIVERIES MUST BE COORDINATED WITH THE GENERAL CONTRACTOR. 5. 6. ALL TREE LOCATIONS ARE TO BE REVIEWED AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 7. ALL PLANTING PLANS ARE DIAGRAMMATIC, AND THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO ENSURE THAT THE ROOTBALLS OF NEW AND EXISTING TREES ARE NOT DISTURBED. 8. ALL ON-CENTER SPACINGS FOR SHRUBS AND GROUND COVERS ARE TRIANGULAR SPACINGS 9. ALL GROUND COVER SHALL EX l'END BENEATH ALL PLANT MATERIAL. 10. ALL VINES AND ESPALIERS ARE TO BE REMOVED FROM STAKES OR TRELLISES AND ATTACHED TO WALLS WITH APPROVED DEVICES (SEE DETAIL). 11. A MINIMUM OF 3" ORGANIC MULCH SHALL BE ADDED TO NON-TURF PLANTING AREAS WITH SLOPES LESS THAN 3:1 TO COVER THE SOIL SURFACE COMPLETELY 12. THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING LANDSCAPE WORK SO THAT LANDSCAPE ARCHITECT CAN REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW. MODEL SOIL PREPARATION & BACKFILL MIX SPECIFICATIONS: THE FOLLOWING SPECIFICATIONS ARE TO BE USED FOR COST ALLOWANCES ONLY. FINAL SOIL PREPARATION AND BACKFILL MIX RECOMMENDATIONS TO BE BASED ON RESULTS OF REQUIRED SOIL TESTS. (REFER TO SPECIFICATIONS SECTION 02821, PAR. 1.04, E-1 THRU E-6 FOR SOIL TESTING REQUIREMENTS) MODEL SOIL PREPARATION: (PER 1000 SQUARE FEET) ALLOW FOR A MINIMUM OF 4 CUBIC YARDS/1000 SQUARE FEET NITROGEN-STABILIZED ORGANIC AMENDMENT (AS SPECIFIED IN SECTION 02821, PAR. 2.01) ALLOW FOR A MINIMUM OF 150#/1000 SQUARE FEET 'GRO-POWER' 5-3-1 ALLOW FOR A MINIMUM OF 20#/1000 SQUARE FEET SOIL SULFUR BROADCAST UNIFORMLY AND ROTOTILL INTO UPPER FOUR (4) TO SIX (6) INCHES OF SOIL. MODEL BACKFILL MIX FOR TREES AND SHRUBS: (PER CUBIC YARD) 3 PARTS BY VOLUME NITROGEN STABILIZED ORGANIC AMENDMENT 7 PARTS BY VOLUME SITE SOIL 20# 'GRO-POWER 5-3-1' PER CUBIC YARD OF MIX MODEL BACKFILL MIX FOR RHODODENDRONS, AZALEAS AND/OR CAMELLIAS: (PER CUBIC YARD) 1/3 BY VOLUME -PRE-MOISTENED SPHAGNUM PEAT MOSS 1/3 BY VOLUME -APPROVED TOPSOIL 1/3 BY VOLUME -AMENDED SITE SOIL 10#-'GRO-POWER 3-12-12 FLOWER & BLOOM' FERTILIZER PER CUBIC YARD OF MIX 3# -'GRO-POWER PREMIUM GREEN IRON -40% Fe' PER CUBIC YARD OF MIX MODEL BACKFILL MIX FOR PERENNIALS AND ROSES: (PER CUBIC YARD) 1/3 BY VOLUME -PRE-MOISTENED SPHAGNUM PEAT MOSS 2/3 BY VOLUME -AMENDED SITE SOIL 10# -'GRO-POWER 3-12-12 FLOWER & BLOOM' FERTILIZER PER CUBIC YARD OF MIX APPLICATION RATE TABLE GRO-POWER 7 GRAM PLANTING TABLETS, 12-8-8 with 20%%% Humus and 4%%% Humic Acid Plant Size 1 Gal 2 Gal 5 Gal 15 Gal 20"-24" Specimen Trees Plant Plant Plant Plant Box & Shrubs # of Tablets 2 3 6 12 15 4 Tablets for every inch of Caliper Note: Place tablet(s) no higher than 1/3 of the way up the rootball spaced equally around the perimeter of the rootball approximately 2" from the root tips. TREE SYMBOLS • PROPOSED TREE 0 EXISTING HOA TREE NOTE WELL NO EXCAVATION OF ANY KIND IS TO OCCUR ANYWHERE ON SITE WITHOUT FIRST VERIFYING THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES. APPROVED FOR !RR/GA T!ON ANO PLAN TING ONLY, INCLUDING PRECISE LOCA T!ON OF PLANTING AREA. "AS BUIL T 11 RCE EXP. DATE REVIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD m 4 PLANNING DIVISI □N 7 LAND$CAPE IMPROVEMENT PLAN$ FOR: BUENA VISTA 11 -LOT 8 MODEL SHRUB AND GR □UNDC □VER PLANTING PLAN I APPROVED: PLANNING ii.JI LT-~!~ii= 4-Z-"f.1,;- I DWN BY: CB I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY; CT 13-01 479-6M OTHER APPROVAL CITY APPROVAL RVWO BY; SECTION/ELEVATION ~-------BOXED SPECIMEN TREE CENTERED IN PIT AND VERTICAL ----PLACE CROWN OF ROOTBALL 1" MIN./ 2" MAX. ABOVE SURROUNDING FINISH GRADE -----EARTHEN WATERING BASIN-RAKE OUT BEFORE PLANTING LAWN OR GROUND COVER ~-----WATER-SETTLED PREPARED BACKFILL MIX -REFER TO SOIL REPORT, NOTES AND SPECS --------FINISH GRADE '--;?~,~;---------'GRO POWER' PLANT TABLETS -SEE "' _ NOTES AND SPECS FOR PROPER QUANTITIES AND PLACEMENT 11 mk·---------UNDISTURBED oR coMPACTED ,,i-'!/~1~ SUBGRADE ' . 18" MIN. (TYP.) NOTE: REFER TO GUYING DETAIL IF GUYING IS REQUIRED 0 SPECIMEN TREE PLANTING N.T.S. 99999-021 ~-------TYPICAL CONTAINER GROWN OR 24" BOX TREE CENTERED IN PIT AND VERTICAL -----PLACE CROWN OF ROOTBALL 1" MIN./ 2" MAX. ABOVE SURROUNDING FINISH GRADE ---------BARK MULCH -MIN. 1" DEEP, MAX. SIZE 1", REFER TO NOTES AND SPECS --------EARTHEN WATERING BASIN -RAKE OUT BEFORE PLANTING TURF OR GROUND COVER, OR AS DIRECTED ---------FINISH GRADE I -l 1--_J n_uJ ~C-----------'GRO POWER' PLANT TABLETS -REFER w 1--Q o wO I.) I)' 3tL 1--0 ---------::m=:::m-.... TWICE WIOTI-< 0~ "200T6AL.L. SECTION/ELEVATION TREE PLANTING 5 & 15 GAL./24" BOX I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL AND WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL AND AGREE TO COMPLY WITH ALL REQUIREMENTS WHEN SUBMITTING CONSTRUCTION DOCUMENTS. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER." TO NOTES AND SPECS FOR PROPER QUANTITIES AND PLACEMENT WATER-SETTLED PREPARED BACKFILL MIX -REFER TO SOIL REPORT, NOTES AND SPECS. COMPACT FIRMLY UNDER ROOTBALL TO AVOID SETTLING. ~-------UNDISTURBED OR COMPACTED SUBGRADE NOTE: REFER TO SPECS FOR STAKING REQUIREMENTS N.T.S. 99999-0ll ---------------MIN. 3 GUYS, EQUALLY SPACED 120° AROUND TREE --------------THIS DIMENSION SHOULD BE APPROXIMATELY EQUAL TO THE HEIGHT OF ATTACHMENT --------------ROOTBALL LIMIT \-------------PLANT PIT LIMIT \ I ,_,A..,._ci:i-+----------------POSITION TIES FOR MUL Tl-TRUNK TREES AS SHOWN / BELOW --/ . C '-. ...._ ---" V------------2" X 2" X 36" LONG, BURIED REDWOOD STAKE, bZ -~ c'.,~ ------------ PLAN VIEW 'I: ' ~: 1~~ <(\!'I' 4)> ~'<!)> i ' ;L·:. --- EQUAL TO "H" SECTION/ ELEVATION ~-------------EDGE OF PAVING OR WALL ----------TYPICAL BOXED SPECIMEN TREE ------------TYPICAL TREETIES-ATTACHTOMAJORBRANCHES 2'-a," MIN. ONLY, TIES SHALL BE 5/8" DIA. GARDEN HOSE WITH #12 GAUGE GALVANIZED WIRE, DOUBLE STRAND ~-------PROVIDE WHITE PLASTIC TUBING OVER GUY WIRE ,,----------TURNBUCKLE AT FINISH GRADE, ADJUST TO TAKE UP SLACK ONLY -------ANCHORS -2" X 2" X 36" LONG REDWOOD STAKES, INSTALL MIN. 1" BELOW FINISH GRADE ',,-----------EDGE OF PAVING NOTE: GUYING OF BOXED SPECIMEN TREES IS LEFT TO THE CONTRACTOR'S DISCRETION DEPENDING ON BRANCHING STRUCTURE AND WIND EXPOSURE. Tl IE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO MAKE THE FINAL DECISION REGARDING GUYING REQUIREMENTS. ~----------'GRO POWER' PLANT TABLETS -REFER TO NOTES AND SPECS FOR PROPER QUANTITIES AND PLACEMENT 0 SPECIMEN TREE GUYING N.T.S. 99999-C22 0 -------------------'WONDER TIE' #B-18 OR 'V.I.T. BRACE' SECT!ON/ ELEV A TION INSTALLATION \-------------WRAP WIRE AROUND STAKE AND SECURE PARALLEL TO BACK OF STAKE WITH 3/4" STAPLES FOR 'WONDER TIE', WITH 4 GALVANIZED NAILS FOR 'V.I.T. BRACE' ------------TREE TIE (MIN. 2 REQUIRED)-ATTACH PER DETAILS ABOVE, ADJUST ONLY ENOUGH TO TAKE UP SLACK Ill!------------2 LODGEPOLE PINE STAKES -2" DIA. X 12' LONG. PLACE STAKES MIN. 8" FROM TRUNK. DO NOT ALLOW STAKES TO PENETRATE ROOTBALL. ----------'GRO POWER' PLANT TABLETS -REFER 'V's.A-••-'= le lli 1)7 TO NOTES AND SPECS FOR PROPER QUANTITIES AND PLACEMENT NOTES: •POSITION STAKES SO THAT PREVAILING WINDS MOVE TREE BETWEEN STAKES •STAKING ADJACENT TO WALKS, STREETS OR PEDESTRIAN PATHS SHALL BE SET PARALLEL TO EDGE OF PAVEMENT •TIES SHALL BE: 'WONDER TIE' #B-18 BY ALDEN ENTERPRISES, OR 'V.I.T. BRACE' #LP BY V.1.T. COMPANY TREE STAKING DOUBLE STAKE N.T.S. 99999-016 16 24 I I 0 ~---------------ADJACENT PAVING ,,-------------PLANTING AREA ---------FINISH GRADE ----PROPOSED TREE BIO BARRIER AVAILABLE FROM: REEMAY, INC. 70 OLD HICKORY BLVD. OLD HICKORY, TN 37138 PHONE: 800-284-2780 FAX: 615-847-7068 !--P=M..L-/2,.Y.'-ii'II-/------INSTALL BIOBARRIERAT MINIMUM 19.5" DEPTH ~-----------SOIL BACKFILL SECTION/ ELEVATION BIO BARRIER NOTE: INSTALL PER THE MANUFACTURER'S RECOMMENDATIONS N.T.S. FOR TREES PLANTED WITHIN 5' OF HARDSCAPE 99999-l23pl -------------------ON SLOPES GREATER THAN 3:1, INSTALL JUTE MESH ON UPHILL SIDE OF PLANT PIT, SECURE AT ALL EDGES -----------------MAXIMUM 1 :1 SLOPE ------------------LINE OF ORIGINAL GRADE -----TYPICAL CONTAINER GROWN OR 24" BOX TREE, CENTERED IN PIT AND VERTICAL ~---SET CROWN OF ROOTBALL LEVEL OR SLIGHTLY ABOVE FINISH GRADE WITH CORNER OF ROOTBALL AT LINE OF ORIGINAL GRADE ------3" MIN. COMPACTED SOIL BERM - INSTALL JUTE MESH ON ALL SLOPES GREATER THAN 3:1, SECURE TO SLOPE PER MANUFACTURER'S RECOMMENDATIONS --------'GRO POWER' PLANT TABLETS -REFER TO NOTES AND SPECS FOR PROPER QUANTITIES AND PLACEMENT /"'1'1/___,,,'1f"~~-------WATER-SETTLED PREPARED BACKFILL "II= _I I 11::--::::::111:-''-:I [ :::--'" ,-1I1=:::111=1 I' TWICE WIDTH ,-r OF ROOTBALL SECTION/ ELEVATION MIX -REFER TO SOIL REPORT, NOTES , AND SPECS. COMPACT FIRMLY UNDER ROOTBALL TO AVOID SETTLING ~------UNDISTURBED OR COMPACTED SUBGRADE NOTE: REFER TO SPECS FOR STAKING REQUIREMENTS TREE PLANTING ON SLOPES 5 & 15 GAL./24" BOX N.T.S. 99999-018 APPROVED FOR !RR/GA T!ON AND PLAN TING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 11 AS BUIL T 11 RCE ___ _ EXP, ____ _ DATE REVIEWED BY, INSPECTOR DATE F04=.2~4~.15"-\--=CB'--+-'-=-=RE~V=ISl=ON..,___ ________ -+----l----l---L--J 5 IT OF RL B D 7 04.14.15 CB REVISION ~ y CA s A ~ '.:==:::;::;:...':::::===P=L=A=N==N==IN==G:::::::::D::::I V::::::::::I S::::I:::::□N:::::::::===--'=====: DATE INITIAL DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LAND CAPE IMPROVE ENT PLAN$ FOR: BUENA VISTA 11 -LOT 8 MODEL PLANTING DETAILS I APPROVED: ra\ Cy-. B\_.;1f-'-\-, t:.-<=t -1,:;-1 PLANNING DWN BY: CB PROJECT NO. DRAWING NO. CHKD BY: RVWD BY: CT 13-01 479-6M ----'CINCH TIE' INSTALLATION """ --------'WONDER TIE' #A-12 INSTALLATION OR HOSE AND WIRE TIE WRAP WIRE AROUND STAKE AND """"" SECURE PARALLEL TO BACK OF STAKE WITH 3/4" STAPLES FOR 'WONDER TIE' c'.:5.-4--\4iJ! ,/ ~ 'ylf---------------~TREE TIE (MIN. 2 REQUIRED)-ATTACH PER DETAILS ABOVE, ADJUST ONLY ENOUGH TO TAKE UP SLACK z :,; I----------------LODGEPOLE PINE STAKE -2" DIA. X 12' LONG. PLACE STAKE ON WINDWARD SIDE MIN. 8" FROM TRUNK, DO NOT ALLOW STAKE TO PENETRATE ROOTBALL .-,-'11;.------------~'GRO POWER' PLANT TABLETS -REFER TO NOTES AND SPECS FOR PROPER QUANTITIES AND PLACEMENT NOTE: TIES SHALL BE (1) 'WONDER TIE' #A-12 BY ALDEN ENTERPRISES, OR SECTION/ELEVATION (2) 'CINCH-TIE' BY V.1.T. COMPANY, OR (3) 1/2" DIA. GARDEN HOSE WITH #12 GALVANIZED WIRE, MIN. 18" LONG 0 TREE STAKING ON SLOPES SINGLE ST AKE N.T.S. 99999 ·Ot<I + + + + + + + + PLAN --·----TYPICAL SHRUB CANOPY '---V---GROUNDCOVER TO EXTEND TO 2/3 UNDER CANOPY OF SHRUBS ~-----TYPICAL TRIANGULAR SPACING -REFER TU PLANT SPACING CHART BELOW + "A" "B" "C" PLANT SPACING ROW SPACING SETBACK 12" 10-1/2" 6" + + + 16" 14" 8' 18" 15-1/2" 9' 24" 21" 12" + + r:'.>~t ---------------------EDGE OF WALK, WALL, CURB, HEADER OR BUILDING FACE ----------------TYPICAL SHRUB CANOPY ,,,-----------~ TYPICAL GROUNDCOVER ROW SPACING AND SETBACK, REFER TO CHART ABOVE ;-O'-'-"-* ~----------MULCH, MIN. 1" DEEP NEAR PLANTS AND HARDSCAPE, 3" DEEP IN ALL OTHER LOCATIONS, MAX. SIZE 1" PLANT PIT MIN. 4" X 4" . .,_,,,-,,,-,,,-111-:::;lli,,. AMENDED SOIL PER SOIL REPORT RECOMMENDATIONS AND NOTES ,l 213 ~ CANOPY SECTIONS -----------------TYPICAL NON-CANOPY SHRUBS -------------~ PLANT GROUNDCOVER 3" MAX. FROM FACE OF SHRUB ---~--------MULCH, MIN. 1" DEEP NEAR PLANTS AND HARDSCAPE, 3" DEEP IN ALL OTHER LOCATIONS, MAX. SIZE 1" PLANT PIT MIN. 4" X 4" AMENDED SOIL PER SOIL RE:PORT RECOMMEND- ATIONS, NOTES ® GROUNDCOVER PLANTING N.T.S. 99999-026 I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL AND WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL AND AGREE TO COMPLY WITH ALL REQUIREMENTS WHEN SUBMITTING CONSTRUCTION DOCUMENTS. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER." I__, f--__J [)._ <( w (D Ot) WO () Cl'. ~~ SECTION/ ELEV AI'ION CONTAINER GROWN SHRUB SET CROWN LEVEL OR MAX. 1" ABOVE SURROUNDING FINISH GRADE ----BARK MULCH -MIN. 1" DEEP, MAX. SIZE 1", REFER TO NOTES AND SPECS ----EARTHEN WATERING BASIN -RAKE OUT BEFORE PLANTING TURF OR GROUND COVER, OR AS DIRECTED -----FINISH GRADE ------'GRO POWER' PLANT TABLETS -SEE NOTES AND SPECS FOR PROPER QUANTITIES AND PLACEMENT ~------UNDISTURBED OR COMPACTED SUBGRADE 0 SHRUB PLANTING N.T.S. 99999-023 0 ~ + + + + + + + + + + + + + ------------TYPICAL SHRUB CANOPY + + -----------GROUNDCOVER TO EXTEND TO 2/3 UNDER CANOPY OF SHRUBS ------TYPICAL TRIANGULAR SPACING -REFER TO PL/\NT SPACING CHART BELOW "A" "B' "C" PLANT SPACING ROW SPACING SETBACK 8" 7-1/4" 5" 12" 10-1/2" 6" 16" 14" 8" 18" 15-1/2" 9" 24" 21" 12" PLAN -------------EDGE OF WALK, WALL, CURB, HEADER DR BUILDING FACE --------------·--TYPICAL SHRUB CANOPY ~----------~ TYPICAL GROUNDCOVER ROW SPACING AND SETBACK, REFER TO CHART ABOVE +-''---'------------INSTALL JUTE MESH ON ALL SLOPES GREATER THAN 3:1, SECURE TO SLOPE PER MANUFACTURER'S RECOMMENDATION III=wiiiw~wiiiw=111=111=111=w~ I 213 I PLANT PIT MIN. 4" X 4", REFER TO SPECS ---------~ AMENDED SOIL PER SOIL REPORT RECOMMEND- CANOPY SECTIONS ATIONS, NOTES AND SPECS ---------------~ TYPICAL NON-CANOPY SHRUBS -------------PLANT GKOUNDCOVER 3" MAX. FROM FACE OF SHRUB ----------~ INSTALL JUTE MESH ON ALL SLOPES GREATER THAN 3:1, SECURE TO SLOPE PER MANUFACTURER'S RECOMMENDATION PLANT PIT MIN. 4" X 4", REFER TO specs ---·~·AMENDED SOIL PER SOIL REPORT RECOMMEND- ATIONS, NOTES AND SPECS GROUNDCOVER PLANTING ON SLOPES 8 0 8 16 24 l____.~--1 __ 1-----ll SCALE: 1/8"=1' N.T.S. 07190-llpl 0 I __, f--__J [)._ <( w (D o t5 wo () Cl'. ~~ -------------------ON SLOPES GREATER THAN 3:1, INSTALL JUTE MESH ON UPHILL SIDE OF PLANT PIT, SECURE AT ALL EDGES ------------------MAXIMUM 1 :1 SLOPE ------~------------LINE OF ORIGINAL GRADE --------TYPICAL SHRUB ----SET CROWN OF ROOTBALL LEVEL OR SLIGHTLY ABOVE FINISH GRADE WITH CORNER OF ROOTBALL AT LINE OF ORIGINAL GRADE ------3" MIN. COMPACTED SOIL BERM - INSTALL JUTE MESH ON ALL SLOPES GREATER THAN 3:1, SECURE TO SLOPE PER MANUFACTURER'S RECOMMENDATIONS --------'GRO POWER' PLANT TABLETS -REFER TO NOTES AND SPECS FOR PROPER QUANTITIES AND PLACEMENT Jl><'.:X:,cv,'v'-:xt.,11':..¼~fil!!---------WATER-SETTLED PREPARED BACKFILL MIX -REFER TO SOIL REPORT, NOTES AND SPECS. COMPACT FIRMLY UNDER ROOTBALL TO PREVENT SETTLING. TWICE WIDTH OF ROOTBALL '--------UNDISTURBED OR COMPACTED SUBGRADE SECTION /ELEVATION SHRUB PLANTING ON SLOPES N.T.S. 99999-019 ---------------BRASS EYE BOLT -------------VINYL COATED WIRE TIE '--11------+-+-----------------PLASTIC ANCHOR -MATCH ANCHOR SECTION WALL ATTACHMENT FOR VINES AND ESPALIERS COLOR TO SURFACE COLOR (PLASTIC ANCHORS ARE NOT REQUIRED WHEN ATTACHING TO WOOD POSTS.) NOTES: • EYE BOLT PLACEMENT TO BE DETERMINED IN THE FIELD BY THE OWNER'S REPRESENTATIVE OR THE LANDSCAPE ARCHITECT. • REMOVE ALL VINES AND ESPALIERS FROM NURSERY STAKES OR TRELLISES AND ATTACH TO SUPPORTS AS SHOWN N.T.S. 07190-t2pl APPROVED FOR !RR/GA T!ON AND PLAN TING ONLY, INCLUDING PRECISE LOCA T!ON OF PLANTING AREA. RC[ __ _ EXP, ___ _ DATE REVIEWED BY, INSPECTOR DATE 04.14.15 CB REVISION ~ ITY OF CARLSBAD ~ F04=.2~4~.1~5--=CB~~=RE~V=ISl=ON_c_ ________ --l---4-----4-----+--~ 6 7 ::==:;::::;:'-'==:;::::::::=P::::L::::A==N::::N:=I N:=G:::::::=D:=I V=::I S::::l=:□N::::=====-===; LANDS APE IMPROVEMENT PLANS FDR: BUENA VISTA 11 -LOT 8 MODEL PLANTING DETAILS I APPROVED: ~3\ 4 -f:;\\ ._.,,,Jt 4. -z..~ .Ji.:; PLANNING DATE INITIAL DESIGNER OF '//ORK REVISION DESCRIPTION DWN BY: CB PROJECT NO. DRAWING NO DATE INITIAL DATE INITIAL CHKD BY: CT 13-01 479-6M OTHER APPROVAL CITY APPROVAL RVWD BY: I l J: l_ - _S_U_BD_I_V_IS_IO_N_BO_U_ND_A_R_Y __ ~7 WATER PIPELINE EASEMENT EDGE OF TURFBLOCK SEE CIVIL ENGINEER'S PLANS (TYP.) TEMPORARY PARKING AREA -SEE CIVIL ENGINEER'S PLANS ROAD RIGHT-OF-WAY (TYP.) PLANTING EDGE (TYP.) LOT PROPERTY LINE (TYP.) SEE SHEET DWG 479-6L FOR LANDSCAPING OF PARKWAY AND SLOPE AREAS BIOFILTRATION SWALE SEE SITE GRADING AND DRAINAGE PER CIVIL PLANS (TYP.) PAVING EDGE (TYP.) FENCELINE (TYP.) SEE SHEET DWG 479-6L FOR LANDSCAPING OF PARKWAY AND SLOPE AREAS I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL AND WATER EFFICIENT LANDSCAPE REGULATIONS, I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL AND AGREE TO COMPLY WITH ALL REQUIREMENTS WHEN SUBMITTING CONSTRUCTION DOCUMENTS. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER." 0 c:. CJ 0 -0 \ t> 0 rn 0 BUENA VISTA WAY ··:-11·-.•.·◄•· • •. -~--~ •• ,, ... . <l. . · .. .-.... . • ·4 .. LL. _ _::..__::.._~_::..__::..__::..__::.._--4-_::..__::.._...L.._::..__::.._"-"---"'--...L..-,-::.---'"--l •: 4 0 ...,....,_--+-,-,-..,..-,<--,,-,<,..,,-<-,,<-~---,.,,---1 ·- • <l •• • <l • • ••• .. . . . .. • • .. . . ~------------------i<l , .• ... -. ' ••. . ,· . .. . <l_.. • • ,, . -. . . . . . • ' • ~: •. • -· • , • -~ • • • <l .. ~-•. ~ -~ : .. :·. ·,.;· . • ·-' 4 ·• . . • j. ·.- ..•. • • • 8 0 8 1 6 24 ! I ~ I I I N SCALE: 1/8"=1' ~ LIGHTING LEGEND SYMBOL FIXTURE (NAME OR STOCK NO.) '\1 SPJ-MR. UNIVERSE 3900K UPLIGHT $-SPJ-MW1000-P-3900K-MBR WELL LIGHT [TI JUSTIN, INC. GL 100 100 WATT TRANSFORMER WITH T1708 PLUG-IN TIMER LIGHTING MANUFACTURER'S LIST SPJ LIGHTING, INC. 2107 CHICO AVENUE SOUTH EL MONTE, CA 91733 WWW.SPJLIGHTING.COM CONTACT: CHRIS GONZALEZ EMAIL: CHRIS@SPJLIGHTING.COM TELEPHONE 800-469-3637 CELL: 213-216-2190 FAX: 626-433-4839 LIGHTING NOTES: 1. INSTALLATION SHALL BE PER ALL APPLICABLE CODES. NUMBER OF FIXTURES BULB WATTAGE & TYPE TYPE OF MOUNT 22 3WATT STAKE LED 7 ?WATT IN-GROUND LED 3 100 WATT MOUNT LOCATIONS TO BE LOW VOLTAGE TRANSFORMER DETERMINED 2. ALL FIXTURE LOCATIONS SHALL BE APPROVED AT A NIGHT SET WITH THE GENERAL CONTRACTOR, THE LANDSCAPE ARCHITECT, AND THE LIGHTING INSTALLATION CONTRACTOR. 3. ALL CABLE, CONDUIT AND TRENCHING SHALL NOT CONFLICT WITH PLANTING PLANS, NOR DISTURB THE ROOT ZONES OF ANY EXISTING OR PROPOSED TREES. ALL CABLE SHALL BE INSTALLED PER THE GOVERNING CODES . 4 FIXTURES AND TRANSFORMERS LOCATED IN THE FIELD BY THE LIGHTING INSTALLATION CONTRACTOR AND SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT. THESE DRAWINGS ARE DIAGRAMMATIC. 5. ALL LOW VOLTAGE LIGHTING TO BE CONTROLLED BY A DIMMER. ALL FOUNTAIN LIGHTS TO BE CONTROLLED BY A DIMMER. 6 THE LANDSCAPE LIGHTING CONTRACTOR SHALL BE PREPARED TO LAMP ALL FIXTURES WITH VARIOUS LAMPS OF DIFFERENT WATTAGE. THE UPLIGHTS SHOULD BE SET TEMPORARY FOR A NIGHT SET WITH THE GENERAL CONTRACTOR AND THE LANDSCAPE ARCHITECT_ THE FINAL FIXTURE LOCATION AND LAMPS WILL BE DETERMINED AT THIS NIGHT SET 7. REFER TO ELECTRICAL ENGINEER'S DRAWINGS FOR ALL ELECTRICAL ENGINEERING. 8. LIGHTING CONTRACTOR TO PROVIDE 5' OF COILED CABLE AT ALL LOW VOLTAGE LIGHT FIXTURE LOCATIONS TO BE ABLE TO MOVE EACH FIXTURE IN ANY DIRECTION. 9. ELECTRICAL INSTALLATION CONTRACTOR TO COORDINATE ALL WIRE SIZING, NUMBER AND SIZING FOR TRANSFORMERS WITH AN ELECTRICAL ENGINEER 10. SYSTEM CIRCUITING TO BE COORDINATED WITH THE OWNER'S REPRESENTATIVE, ELECTRICAL ENGINEER AND THE LANDSCAPE ARCHITECT. 11. SHRUB PLANTING SHALL BE ADJUSTED IN THE FIELD TO PROVIDE CLEARANCE AND ACCESS TO LANDSCAPE LIGHTING TRANSFORMERS PER LOCAL CODES. TREE SYMBOLS • PROPOSED TREE 0 EXISTING HOA TREE NOTE WELL NO EXCAVATION OF ANY KIND IS TO OCCUR ANYWHERE ON SITE WITHOUT FIRST VERIFYING THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES. APPROVED F""OR !RR/GA T!ON AND PLAN TING ONLY, INCLUDING PRECISE LOCA T!ON or PLANTING AREA . "AS BUILT" RCE EXP. DATE REVIEWED BY• INSPECTOR DATE 04.14, 15 CB /1\ REVISION ~ CITY OF CARLSBAD ~ 04.24.15 CB /2:l\ REVISION 7 PLANNING DIVISI □N 7 LANDSCAPE IMPROVEMENT PLANS FOR: BUENA VISTA 11 -LOT 8 MODEL /4~~ LIGHTING PLAN ~ -----.._!'le,,, I APPROVED: @¼~ er-~~-Di- I .,~~~ '-r' -Z-'-'f,~"5' q"'"'-) . -'-~i"i's . PLANNING ~"' ~ DWN BY: CB I PROJECT NO. I DRAWING NO. ~ ~ DATE INITIAL DATE INITIAL DATE INITIAL l-s-..... _, 0 '?-CHKD BY: ~OF"cAl.\"t DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CT 13-01 479-6M --.::....----