HomeMy WebLinkAboutDWG 479-6M; CT 13-01; BUENA VISTA 11 MODEL HOMES; 01-171677
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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
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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 ---
'
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PLAN
F )-----------------LINE FLUSHING VALVE PLUMBED TO PVC PIPE
',-~--------------AREA PERIMETER \
\
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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_
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\0
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\:V,
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PAVING EDGE (TYP.) \ \
\ \
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\ \ 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.)
/
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LOT PROPERTY LINE (TYP.)
VEHICULAR SIGHT
TRIANGLE (TYP.)
SEE SHEET DWG 479-6L
FOR LANDSCAPING OF
PARKWAY AND SLOPE
AREAS
'
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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
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\
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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."
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ALL OTHER PLANTING
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BENEATH CEA YP
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BUENA VISTA WAY
' '
SEN MAN
SEN MAN •
CON MAU
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TEMPORARY MODEL
RESTROOM ACCESS
-SEE CIVIL
ENGINEER'S PLANS
• LAV
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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
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0
rn
0
BUENA VISTA WAY
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• •
•
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 --.::....----