HomeMy WebLinkAboutDWG 907-3L; PE 2.84.86; BROOKFIELD SLOPE EROSION CONTROL; 01-16LANDSCAPE ARCHITECTURAL WORKING DRAWINGS FOR:
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LANDSCAPE ARCHITECT
GILLESPIE DeLORENZO ASLA
& ASSOCIATES INC.
3733 SIXTH AVE.
SAN DIEGO. CA 92103
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SHEET INDEX
DESCRIPTION
TITLE SHEET
IRRIGATION PLANS
IRRIGATION NOTES & DETAILS
PLANTING PLANS
PLANTING NOTES & DETAILS
SHEETNO.
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2-7
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9-14
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PRIY.ffl! CONTRACT
Gillespie Delorenzo, AS.LA. !
& Associates, Incorporated ;
Lordscape heh~ecfue Lord PlorTihg :
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r-ENGINEERING DEPARTMENT ~,.,.' :==~===============~~
3733 Slxlti Avenue So" 010QO. Col1fom10 ~10J :
{61Q) 2Q5-.5115
BENCH MARK:
DESCRIPTION: STANDARD BRONZE DISC IN CONC. MON
LOCATION: ABOUT 200' NORTH OF STA. 261+98
RANCHO SANTA FE RD. (R.S.454) NEAR
FENCE EAST SIDE OF ROAD.
RECORD FROM: COUNTY BENCH LEVELS J-0302
ELEVATION: 176.18 DATUM: U.S.C.&G.S.
PLANS FOR:
THE MEADOWS LA COSTA ( C.T.84-23 )
~~-4-------------+--t APPROVED:
DATE BY REVISIONS APP'D
DATE: 12.-n-~!,l,f
SCALES:
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& Associates, Incorporated
Londscope Arch,•ecnJre l.ord Planning
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l~'-'.,!GATIC>IJ PLANS FOR: ~
THE MEADOWS LA COSTA ( C.T.84-23 ) J
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CITY OF CARLSBAD
ENGINEERING DEPARTMENT
lf:£\i.,ATION PLANS FOR:
THE MEADOWS LA COSTA { C.T.84-23 )
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Gillespie Delorenzo, A.S.L.A.
& Associates, Incorporated
Lordscope Archrfectue. Lor,:J Plor•nrrig
37.33 %(th Avenue San Clego California 9210J
(619)295-5115 i
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ENGINEERING DEPARTMENT 5 I
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IRCIGATICJ'-.1 PLANS FOR: I
THE MEADOWS LA COSTA ( C.T.84-'-23 ) J
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L~scope Ach1tccturc I ond Plomv,g
~, 3J S1)(fh lwenuo San Diogo. Colibrn1a 9210:i I
(6<9) ?Q[,-.',1Vi J
DATE BY REVISIONS APP'D
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ENGINEERING DEPARTMENT
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THE MEADOWS LA COSTA ( C.T.84-23 )
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Lordscaf)e Architecture. Laro Plunning
3733 Si~th Avenue. so" Diego. Calitorn10 92103
(619)295-511~
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ENGINEERING DEPARTMENT
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Gillespie Delorenzo, A.S.L.A.
& Associates, Incorporated
Landscape Archcectve. Lard Plorntng
3733 Sixt" A,;enue. Sor, Diego. Co11tom.o 7..7102
{619) 295-5115
DESCRIPTION: STANDARD BRONZE DISC IN CONC. MON
LOCATION: ABOUT 200' NORTH OF STA. 261 +98
RANCHO SANTA FE RD. (R.S.454) NEAR
FENCE EAST SIDE OF ROAD.
RECORD FROM: COUNTY BENCH LEVELS J-0.302
ELEVATION: 176.18 DATUM: U.S.C.&G.S.
.
DATE BY
. .
IRRIGATION SPECIFICATIONS
I. IRRIGATION PLAN 15 DIAGRAMMATIC ONLY.
:Z. ALL SHRUB HEADS SHALL BE INSTALLED ~ l?E.v"-il.-,
J. ALL RISE~S SHALL BE P.V.C. SCHEDULE BO.
4.
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B.
JRRIGATION CONTRACTOR SHALL ADJUST ALL HEADS TO PROVIDE AN EVEN
COVERAGE AND TO KEEP SPRAY OFF BUILDINGS, WALKWAYS, WALLS, ANC
DRIVES.
WHEN THE SP~INKLER SYSTEM IS COMPLETED, THE CONTRACTOR, IN THE
PRESENCE OF THE BUILDER/OWNER'S AUTHORIZED REPRESENTATIVE SHALL
PERFORM A TEST COVERAGE OF WATER AFFORDED THE LAUN AND PLANTING
AREAS, TO ENSURE IT JS COMPLETE AND ADEQUATE. THE CONTRACTOP
SHALL FURNISH ALL MATERIALS ANO PERFORM ALL WORK REQUIRED T:
CORRECT ANY INADEQUACIES OF COVERAGE AT HIS OUN COST.
PRIOR TO BURYING IRRIGATION LINES,
A. ALL MAINLINES IN THE SYSTEM SHALL BE CAPPED AND PRESSURE
TESTED AT 125 P.S.I. FOR A PERIOD OF FOUR HOURS. ANY LEAKS
FOUND SHALL BE CORRECTED BY REMOVING THE LEAKING PIPE OP
FJTTJNCiS AND JNSTALLINCi NEU MATERIAL IN ITS PLACE
B. ALL LATERALS SHALL BE PRESSURE TESTED AT DESIGN PRESSURE
FOR ONE HOUR .
C. THE CONTRACTOR SHALL NOT ALLOW NOR CAUSE ANY Of HIS WORK TO
BE COVERED UNTIL IT HAS BEEN INSPECTED, TESTED AND APPROVEG
BY THE BUJLDER/OWNE~'S AUTHORIZED REPRESENTATIV~.
ALL PRESSURE MAINLINES SHALL. BE EIGHTEEN CIB) INCHES DEEP, AND
ALL LATERALS TWELVE (l:Z> INCHES DEEP.
ALL AUTOMATIC VALVES SHALL BE LOCATED WITHIN SHRUB AREAS ANC
INSTA~LED IN GREEN RECTANGULAR VALVE BOXES ~!TH FOUR (4) INCHES
OF PEA GRAVEL BENEATH THE VALVE. GATE VALVES SHALL BE LOCATED
IN THEIR OUN SEPARATE VALVE BOXES.
9. ALL WIRE SHALL BE ANG·UF, DIRECT BURIAL TYPE, AND ALL SPLICES
ANO CONNECTIONS SHALL BE MADE WITH PEN-TITE CONNECTORS.
1 □. CONTROL WIRE SHALL BE BUNDLED AND PLACED BENEATH MAINLINE.
ADDITIONALLY, CONTROL WIRE SHALL BE SLEEVED SEPARATELY FRO~
MAINLINE WHEN PASSING UNDER PAVED AREAS. SLEEVES SHALL BE A
MININUM OF TWO (2) INCHES IN DIAMETER.
I I. ALL MAINLINE AND LATERAL LINES SHALL BE SLEEVED WITH P.V.C.
SCHEDULE 40 TWICc THE DIAMETER OFTHE SLEEVED LINE WHERE IT PAssi;;.•.
UNDER PAVED AREAS.
12. AUTOMATIC CONTROLLERS SHALL BE MOUNTED PEP-t:-r-i?lc.. WHE~c
INDICATED ON IRRIGATION PLAN. A 11D VOLT DUPLEX CDNNECT!Ot,
SHALL BE PROVIDED ANO CONTROL UIRES SLEEVED IN ELECTRICAL cor-.:c1:.:.~
TD MAINLIN:.. 120 vo:.T SERVICE TO CONTROLLER SHALL BE 81 ,<i,.JN"':-'•-.
13. ATMOSPHERIC BACKFLOU PREVENTERS SHALL BE LOCATED JUST OUTSIDE
VALVE BOX UNLESS OTHERWISE INDICATED ON PLAN. AVB PREVENTER5
SHALL BE SIX (bl INCHES ABOVE THE HIGHEST HEAD IN ANY ONE SYSTEM.
14. CHECK VALVES SHALL SE USED WHERE INDICATED AND WHERE NECESSARv Tu
PREVENT WATER FLOU FROM LOWER ELEVATION HEADS WHEN SYSTEM JS
TURNED OFF.
IS. THE CONTRACTOR SHALL FURNISH TO THE OWNER A COMPLETE •AS BUILT"
DRAWING ON SEPIA AND TWO PRINTS SHOWING EXACT LOCATIONS OF ALL
ITEMS INSTALLED. THESE ARE TO BE DELIVERED ON DR BEFORE FINA,
INSPECTION.
J•. A REDUCED IRRIGATION PLAN INDICATING ALL SYSTEMS ANO THEIR
APPROPRIATE SEQUENCED VALVE SHALL BE LAMINATED IN MYLAR AND
MOUNTED ON THE INSIDE COVER OF THE IRRIGATION CONTROLLERS.
17. CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS
EQUIPMENT, MATERIALS, ANO RUBBISH INCIDENTAL TO WORK OF THIS
SECTION.
18. "IRRIGATION CONTRACTOR SHALL MAINTAIN THE SYSTEM FOR A PERIOD OF
SIXTY (1,0) DAYS AND SHALL WATER ON A DAILY BASIS.
19. IRRIGATION CONTRACTOR SHALL GUARANTEE THE ENTIRE IRRIGATION
SYSTEM TO BE FREE OF DEFECTS IN WORKMANSHIP AND MATERIA~S FOR
A PERIOD OF ONE CI> YEAR FROM FINAL ACCEPTANCE BY THE OWNER.
20. ALL LOCAL, MUNICIPAL ANO·STATE LAWS, RULES AND REGULATIONS
GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREB'
INCORPORATED INTO ANO MADE A PART OF THESE SPECIFICATIONS AND
THEIR PROVISIONS SHALL BE CARRIED OUT BY THE SPRINKLER
CONTRACTOR.
I\ SEPARATE PLUMBING PERMIT A1''D INSPECTION WILL BE REOUIRED FllOM THE
B~ILDING INSPECTION DEPARTMENT FOR THE INS7ALL1\TION OF THE IRRIGATIOII
SYSTEMS SHOWN ON THIS DRAWINr..
l'RIV.tn'I! CONTRACT
I SsET I L!!j CITY OF CARLSBAD
ENGINEERING DEPARTMENT 5
IR~lq-A1ION DETAIL"::> .AND -SPECS.
Fof<:.:
THE MEADOWS LA COSTA ( C.T.84-2.3 )
rPPROVED: I
DATE: 12-n-8£4,
SCALES: !:;rTY ENGiNl!!II RE: HORZ: AS SHO'tl,N
DWN BY: I PROJECT NO. I
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373:l Si~th Avenue, ~on Diego, Co 1rom10 :;21 ()J
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P'LA~Tlt-JG PLANS FOR: 7
THE MEADOWS LA COSTA { C.T.84~23 )
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DATE: 12-17-Ei'f
C!Il ENGINl!D SCALES: RE: HORZ: AS SHO'WN
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3/JJ Sixth Avenue, San f) egc. Col1fornia 9/1(J:l
(6N: 2%-5115
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~ ~ CITY OF CARLSBAD ~ ~ ENGINEERING DEPARTMENT
PLANS FOR:
THE MEADOWS LA COSTA ( C.T.84-23 )
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PROJECT NO.
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I ondscope Ar,:ohitechJrc Lon<i Ronr,rg
3i33 S1,ih Avenue ~cm CiAgo. California 9211";:\
(619) Lf/b-t,11b
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f'L.NdT:WG PLANS FOR:
THE MEADOWS LA COSTA { C.T.84-23 )
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Jo~ ".19. 84-2>.22.
JOB NO. 9317
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Lordscor::ie Arch_itecRJrE'. Loncj Plunir)lf'Q
3733 Sixlh P.venue. Sen Diogo, ca11forn1a 92]03
(619) 295-5115
DATE 81' ltEVISIOttS APP'D
PRIVATE CONTRACT
CITY OF CARLSBAD
ENGINEERING DEPARTMENT
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F'LAIJTlf-.lG PLANS FOR:
j THE MEADOWS LA COSTA ( C.T.84-23 )
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JOB NO. 9:517
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Gillespie Delorenzo, A.S.L.A.
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Landscape Architecture. Land Plorn1 ng
3733 S1x·h t\.venue, Son Diego. Colifor",□ 92103
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f'LANTIIJG PLANS FOR:
THE MEADOWS LA COSTA ( C.T.84-23 )
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APPROVED : I DATE: 12-11-l:3't-
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La'ldscape Archrrocture. Land Pia,-.111,g
3733 5,dl· Ave"u\:l. Sari Diego, Ca•1fornla 9210J·······I
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DATI! BY REVISIONS APP"D
PRIY.IITI! CONTRACT .
1s14TI SHEET:S CITY OF CARLSBAD 15 ENGINEERING DEPARTMENT .
fl-A)JTlt.JG PL.ANS FOR:
THE MEADOWS LA COSTA ( C.T.84-23 )
'APPROVED:
RE: ~ITY EN~INfi!II
OWN BY: PROJECT NO.
CHKD BY: PE2.8'1.Bb l'IFI D BY:
I DATE: 12.-11-&4
SCALES:
HORZ: AS SHOW!~ vo,a.
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SPECrEMEN TREE GUYING
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TREE PLANTING (SLOPE)
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FINISH GRADE
ROOTBALL 1•-2• ABOVE
FINISH GRADE
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11 COHTAJNER
SHRUB PLANTING (SLOPE)
BENCH MARK:
Gillespie Delorenzo, AS.LA.
& Associates, Incorporated
Lanascape Nch!ec1\.re. Lard P\Ornir,;:;
:nJJ 5u,:t~, Avenue Son Diego Colitom,o 971Si
f6'91 ,o~~t15
DESCRIPTION: STANDARD BRONZE DISC IN CONC. MON
LOCATION: ABOUT 200' NORTH OF STA. 261 +98
RANCHO SANTA FE RD. (R.S.454) NEAR
FENCE EAST SIDE OF ROAD.
RECORD FROM: COUNTY BENCH LEVELS J-O302
ELEVATION: 176.18 DATUM: U.S.C.&G.S. DATE
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PLANTING NOTES -SLOPES
1. PRIOR TO PLANTING, IRRIGAT!Oti SYSTEM SHALL BE. FULLY
OPERATIONAL AND ALL PLANTING AREAS SHALL BE THOROUGHLY
SOAKED.
ALL LOCAL, MUNICIPAL, AND STATE LA\,!S, RULES, AND REGULATIONS
GOVERNING OR RELATING TO ANY PORTION OF THIS \-!ORK ARE
HEREBY INCORPORATED INTO AND MADE. A PART OF THESE IRRIGATION
NOTES AND TllEIR PROVISIONS SHALL BE. CARRIED OUT BY THE
CONTRACTOR.
3. LANDSCAPE. COJffRACTOR SHALL REMOVE ALL TRASf-:, CLIPPINGS,
ANG OTHER DEBRIS ON SLOPES FROM THE SITE. RAKE Ar1D FltlE
GRADE ALL SLOPES PRIOR TO COMMENCEf'"fNT OF GROUIID COVE.fl
PL.At./T I NG OPE RAT I OIIS.
4, PLANT PITS SHALL BE TWICE THE SIZE OF THE DESIGNATED
NURSERY CDNTAitit::R, IN ALL DE.MINSIONS.
:,, ALL SLOPE. ARE.AS SIIALL RE.CE.IVE THE. FOLLOWING PRIOR TO
PLANTING:
A. 100 lbs/1000 S.F, AGRICULTURAL GYPSU~i
B. 15 Ibs/1000 S.F. SOIL SULFUR
C. 10 Jos/1000 S.F. 16-6-8 COMMERCIAL FERTILIZER
b, PLAl~T BACKFILL SHALL BE SO% SI TE SD IL, A~D SO% NIT RO GEM
FOR.TIFIED REDWOOD SHAVIl1GS BY VOLUME..
7, EACH PLANT SHALL RE.CE.IVE. 21 GM. "AGRIFOR~i" PLANT TABLETS
AS FOLLOWS:
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l'GAL. CONTAINER -1/EA
S GAL. CONTAINER -3/EA
. 15 GAL. CONTAINER -S/EA
24 INCH BOX -10/E.A
36 INCH BOX -20/EA
&. STAKE ALL TREES PER DETAIL. o7L:.J:.::: AL.... 1 c:iiAL 712.E.E":7 1,.1/
f-JUE.0EI?-( -S. TAr' E?.
':l, PLANTS SHALL NOT BE. PLACED WITHIN TWO (2) FEET OF SPR!i-!KLER
rlE.ADS.
10, THE CONTRACTOR SHALL BE HE.LD RESPONSIBLE FOR ANY REPAIRS
1-iAiJE NECESSARY THROUGH THE. ACTIONS OR NEGLIGENCE OF THIS
CRE\J.
11. SHRUBS SHO~N UN THE PLANS ShALL BE U~DER-PLANTE.D WITH
GROUNDCOYER SHOWl1 BY ADJACENT SYrlBCL.
12. LANDSCAPE CONTRACTOR SHALL MAINTAIN ALL PLANTINGS FOR A
PERIOD OF SIXTY (60) DAYS AFTER COMPLETl □r;, ALL AREAS
SHALL BE KEPT CLEA,~, ,IATERED, AND HEE.D-FP,EE. ALL DEAD OR
DYHiG PLANTS SHALL BE RC:PJ\CED DURING THE NAINTEltANC~
PE.RIOlJ.
13, AT cor•1PLET I Orl OF ALL h'ORK OUTLI Ii ED l H THESE. PLANS, THE
LANDSCAPE CONTR.~CTOR SHALL CONTACT rnmER AND ARRANGE FOP
A \IALK HiROL:GH TD DETERrnNE THAT ALL ASPECTS OF \10RK ARE
CDr'iPLETED' I/ORI'. i'.UST EE FULLY c □r:PLETED ACCORD HJG TO ALL
PLANS Arm SPECIFICATIONS AND MUST BE COMPLETED IN A GOOD
WDRKf¼IISH IP r'IANNER AND MUST BE ACCEPTED BY THE OIINER IN
liR[T!NG PRIOR TO THE BE.GlllN!i1G OF THE. ViAINTE.NANCE PERIOD.
14. THE LANDSCAPE COlffRACTOR SHALL LEi'VE S !TE IN A CLEAN
COi~DITION, REMOVIliG Al.L UNUSED fiATERIALS, TRASH, AND TOOLS.
l~. THE MA I HTENANCE PER I OD SHALL JrKLUDE THE FOLLOW! NG SCOPE
OF \./ORK:
A. Df;ILY WATER.IHG OF ALL PLAlff MATERI/L.
i3, \IEEi.llNG AHO REMOVAL OF ALL llEEDS FROM GROUND COVER
AREAS,
C. REPLACEMENT OF ANY DE/l.D DR DY I NG OR DAMAGED TREES,
SHRUBS, OR GRDUiiD COVERS.
D, FILLII/G AND REPLANTING OF ANY LOW AREAS WHICH ~-tAY
CA'..ISE STAND! l1G \IATEF ..
E. ADJCSTIIJG OF SPRJ:lKLER HEADS HEIGHTS {~;I; \·/ATERING
PATT:RNS.
F. FI LL! NG AND RE COMPACT I ON OF ERODE.I; A,:Ct.S.
G. ·,·/EEKLY REMOVAL OF ALL TRASH, LITTE.R, CLIP?JrlCS, A:ID
ALL FOREIGN DEBPJS,
H. AT 30 DAYS AFTER PLANTING, AMi'iONIU1", SULFATE SHALL BE
APPLIED AT THE RATE OF 5 lbs PER 1,000 SQ. FT. AT
GO DAYS AFTER PLANTING AND PRIOP. TD TiiE EiW OF THE
MAINTENAIKE PERIOD, BEST FERTILIZER COMPArlY 16-6-8
OR EQUAL SHALL E~ APPLIED AT THE RATE. OF 6 lbs PER l,OuO SQ. Fi.
10. ~R 1 C2 TO EHD OF r:~ i iHENA!lCE PER I OD, LAtlDSCAPE CONTRACTOR
~n-,LL Lu,,,i'ILI uw,,t~ 4:-J ,-1KKiihcit ~DR A FlliAL 11ALK THROUGr..
o·,,,ER MUS~ ACCEP, AL~ i·iA!ilTAiliED AREA:; Ii, ,IRITJriG PRIOo TC Et:IJ_ OF 1:iAINTEtJ,',;o;C: PERI Ou.
PRIVffE CONTRACT
ITrJ 5 CITY OF CARLSBAD ~~ 5 ENGINEERING DEPARTMENT
PLANS FOR:
. THE MEADOWS LA COSTA ( C.T.84-23 )
!APPROVED: I DATE: 12-11-B4
SCALES:
!:;ITT ENGiA!E~ RE: ~ f.S SHCIWN
DWN BY: I PROJECT NO. I DRAWING NO. CHKD BY: : PE 2. 8'1.6' _;it::? -'IA
REVISIONS APP'D AF'I D BY•
JOB NO. ~3317
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co:,STRUC".'TON '.\OTES: GENERAL
2.
3.
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ALL CO~STRUCTION .3HALL CON?ORt-: 'l'O l'-'.INI~'.lJ!·~ ~;l'F:ClI-'lC:·~T lCNS
ANC REQl'I RE!,;ENTS OF THE C:TY OF SAN DIEGO.
PSRMITS !'OR Al,Y C:ONSTRUCTION DEPICTED IN Ti!ESE FLA'.'JS
SHALL BE OBT,dNED BY ~'EE CO:-JTRACTOR.
ALL CONCRETE SHALL BE 20001 MIX MINIMUM.
CONTRACTOR SHALL SIIIL:LD EXISTlKG WORK WI Tl! VlS,;)l'CiW
TO ?REVENT SPL!,,'TERING OF CONCRETE OR MOR.TAP ..
N,L STAIRS RISING IN EXCESS OF 18 INCHES IN VERTICAL
HEIGHT SHALL HAVE /\ HAND,lAlL PER DETATL.
6. ALL STUCCO w.,,LLS SHALL BE WATER SEALED WTTII a; Tl! I RT\'
( 30) D/\YS OF STUCCO COLOR CO,~T.
I. ALL STEEL SHALL RECEIVE 2-COATS OF RlJSTOLEUM PLCS ONE
COAT OF ENA/-!SL. ( COLOR SHALL DE SELECTED 8Y THE OWNER
CNLESS OTHERWISE INDICATED.)
8. ALL CATES SHALL DE SF.L:•'-CLOSTNG WITH STEEL STOPS.
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REVISIONS BY
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