HomeMy WebLinkAboutDWG 340-2M; CT 90-31; Bella Lago Entry Monumentation; 01-20RECLAIMED WATER NOTES
1. ALL \/',ORK SHALL BE DONE IN ACCORDANCE WITH THE
CARLSBAD MUNICIPAL WATER DISTRICTS "CARLSBAD RULES
AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED
WATER MAINS" DATED OCTOBER 1993.
2. DRINKING FOUNTAINS SHALL BE PROTECTED FROM SPRAY OF
RECLAIMED WATER BEST MANAGEMENT PRACTICES SHALL BE
USED TO MINIMIZE RE RECLAIMED WATER ENCROACHMENT ON
PUBLIC FACILITIES SUCH AS PICNIC TABLES, BBQ'S,
PLAYGROUNDS, SAND TOT LOTS, ETC
3. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE
OR CONTROL TO THE BEST EXTENT POSSIBLE. PONDING,
RUN-OFF, OVEASPAAY AND MISTING.
4 HOSE BIBS ARE STRICTLY PROHIBITED.
5_ ON SITE CR088-CONNECTIONS BETWEEN RECLAIMED WATER
LINES ANO POTABLE WATER LINES ARE STRICTLY PROHIBITED.
6. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED
WITHOUT PRIOR APPROVAL OF THE CARLSBAD MUNICIPAL
WATER DISTRICT.
7. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER
CARLSBAD MUNICIPAL WATER DISTRICTS RULES AND
REGULATIONS. * 8. THE IRRIGATION SYSTEMS SHALL BE RUN BETWEEN THE
HOURS OF 10:00 PM ANO 6:00 AM THE FOLLOWING MORNING
(SPOT IRRIGATION COULD BE DONE AT A DIFFERENT TIME
WITH QUALIFIED SUPERVISION PERSONNEL ON SITE.)
9_ PROVIDE A MINIMUM OF AT LEAST 18 INCHES OF COVER OVER
ALL WIRING AND PIPING.
10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM
CONTACT WITH RECLAIMED WATER WHETHER BY WINDBLOWN
SPRAY OR DIRECT APPLICATION THROUGH IRRIGATION OR
OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN,
CONSTRUCTION PRACTICE, OR SYSTEM OPERATION 18 STRICTLY
PROHIBITED.
11. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO
PREVENT OVERSPRAYING ON SIDEWALKS, STREETS AND
NON-DESIGNATED USE AREAS.
12. RECLAIMED WATER QUICK COUPLING VALVES SHALL BE OF A
TYPE DESIGNED FOR THE USE ON RECLAIMED WATER
DISTRIBUTION SYSTEMS, (SPIKES NOT EXCHANGEABLE
WITHPOTABLE WATER QUICK-COUPLER SPIKES), PER CARLSBAD
MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS
13. METER SHALL BE SIZED BY THE CARLSBAD MUNICIPAL WATER
DISTRICT.
14 ALL IRRIGATION PIPES SHALL BE STENCILED WITH THE
WARNING "NON POTABLE WATER" OR "RECLAIMED WATER",
COLOR CODED (PURPLE) AND LAID WITH WARNING TAPE AND
STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER
CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND
REGULATIONS.
15. ALL POTABLE AND RECLAIMED WATER PIPES SHALL BE
INSTALLED WrTH THE STENCILING ORIENTED TOWARDS THE TOP
OF THE TRENCH.
16. WHEN A POTABLE WATER LINE AND RECLAIMED WATER LINE
CROSS, THE RECLAIMED LINE SHALL BE INSTALLED WITHIN A
PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND 1 O FEET FROM
EACH SIDE, FROM THE CENTER LINE OF POTABLE LINE, FOR A
TOTAL OF 10 FEET
17. A 10 FOOT HORIZONTAL SEPARATION BETWEEN POTABLE WATER
ANO RECLAIMED WATER MAINS MUST BE MAINTAINED AT ALL
TIMES.
1B. A MINIMUM OF 12 INCHES OF VERTICAL SEPARATION BETWEEN * UTILrTIES MUST BE MAINTAINED AT ALL TIMES.
19. DEVELOPER/CONTRACTOR SHALL CONDUCT A CROSS
CONNECTION TEST AND COVERAGE TEST AS DIRECTED BY
CARLSBAD MUNICIPAL WATER DISTRICT AND/OR THE SAN DIEGO
COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH PRIOR TO
ANY USE OF RECLAIMED WATER.
20. QUICK COUPLING VALVES USED IN RECLAIMED WATER SYSTEMS
SHALL CONFORM TO THE FOLLOWING:
RECLAIMED WATER: QUICK COUPLING VALVES USED IN
RECLAIMED WATER SYSTEMS SHALL HAVE ACME TYPE
THREADS (SPIKES NOT INTERCHANGEABLE WITH POTABLE
WATER QUICK COUPLER SPIKES) AND PURPLE COLORED
LOCKING COVERS PERMANENTLY ATTACHED TO THE VALVE
QUICK COUPLING VALVES SHALL BE NELSON NO 76-45, HUNTER
NO. HVOOA-RL-NP OR APPROVED EQUAL
21 AN ANNUAL CROSS CCl'JNECTION INSPECTION SHALL BE DONE BY
EITHER CARLSBAD MUNICIPAL WATER DISTRICT OR SAN DIEGO
COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH COPIES OF
INSPECTION REPORTS WILL BE FORWARDED TO THE * NON-INSPECTING PARTY
22 DEVELOPER SHALL SHOW "RECLAIMED WATER-DO NOT DRINK" * SIGN LOCATIONS ON THESE PLANS.
23. AN ON SITE USER/SUPERVISOR SHALL BE DESIGNED IN WRrTING
THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS
WITHIN THE PROPERTY, WITH THE BASIC OONCEPTS OF
BACKFLOW/CR08S CONNECTION PROTECTION,
AND THE SPECIFIC REQUIREMENTS OF A RECLAIMED WATER
SYSTEM COPIES OF THE DESIGNATION, WITH CONT ACT PHONE
NUMBERS SHALL BE PROVIDED TO CARLSBAD MUNICPAL WATER
DISTRICT AND SAN DIEGO COUNTY DEPARTMENT OF
ENVIRONMENT AL HEAL TH,
IN CASE OF EMERGENCY CONTACT .EE.RAY WAGONER AT
(619) 481-8500 (NAME)
(PHONE)
OR AFTER HOURS CONTACT
~1'1) '1£/3-'130~---
(PHONE)
GIIRY S'AAM AT
(NAME)
24. SHOW ALL PUBLIC AND PRIVATE POTABLE WATER MAINS ON THE
PLANS
25. ON RECLAIMED WATER SYSTEMS, ALL APPURTENANCES,
(SPRINKLER HEADS. VALVE BOXES, ETC.), SHALL BE COLORED
CODED PURPLE FOR AWWA GUIDELINES AND SECTION 404954 OF * THE CALIFORNIA HEAL TH AND SAFETY CODE
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BELLA LAGO
GATE VALVE'"
LOCATION
RECLAIMED WATER •-----. ,
SIGNAGE
WATER METER ----
LOCATION
HA TCHc:D AREA DENOTES • --
AREA SERVED BY RW
METER
SIGNAGE NOTES
THE FOLLOWING GUIDELINES FOR THE USE OF RECLAIMED
WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF
EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON
8-112 x 11 SIZED SIGN
COLOR: PURPLE BACKGROUND WITH BLACK LETTERING.
GUIDELINES FOR RECLAIMED WATER USIE:
1. IRRIGATE BETWEEN THE HOURS OF 10.00 P,M, AND 6:00 A.M.
ONLY WATERING OUTSIDE THIS TIME FRAME MUST BE DONE
MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON SITE
NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING
USE OUTSIDE THE NORMAL SCHEDULE
2. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUNOFF, POOLING,
AND PONDING THE APPLICATION RATE SHALL NOT EXCEED THE
INFILTRATION RATE OF THE SOIL. TIMERS MUST BE ADJUSTED SO
AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION
RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE
EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS.
(I.E. EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL
IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM
SOIL ABSORPTION.
3. ADJUST SPRAY HEADS TO ELIMINATE OVEASPAAY ONTO AREAS
NOT UNDER THE CONTROL OF THE CUSTOMER FOR EXAMPLE,
POOL DECKS, PRIVATE PATIOS AND LOTS, AND STREETS AND
SIDEWALKS
4. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT
AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS,
UNRELIABLE VALVES, ETC. SHOULD BE REPAIRED AS SOON AS
THEY BECOME APPARENT
5. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS
BASIS OR THE PRESENCE OF RECLAIMED WATER PERSONNEL
MUST SE INFORMED THAT R.C. WATER IS MEANT FOR IRRIGATION
PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING
PURPOSES, HAND, TOOL WASHING, ETC. GIVEN THE HIGH
TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPING
INDUSTRY, IT IS IMPORTANT THIS INFORMATION BE
DISSEMINATED ON AN ALMOST DAILY BASIS. IT IS YOU, THE
LANDSCAPE CONTRACTOR, WHO IS RESPONSIBLE FOR
EDUCATING EAQ--i AND EVERY ONE OF YOUR EMPLOYEES
6. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND
MODIFICATIONS TO ANY PRIVATE ON SITE FACILITIES, SUCH
a--iANGES MUST BE SUBMITTED TO AND APPROVED BY THE
DISTRICT ENGINEERING OFFICE AND DESIGNED IN
ACCORDANCE WITH DISTRICT STANDARDS.
7. ALL RECLAIMED WATER SPRINKLER CONTROL VALVES SHALL
BE TAGGED WITH IDENTIFICATION TAGS.
A. TAGS SHALL BE WEATHERPROOF Pl.ASTIC 3' X 4'
PURPLE IN COLOR WITH THE WJRDS WARNING
RECLAIMED WATER ·" DO NOT DR INK" IMPRINTED ON
ONE SIDE, AND "AVSO-AGUA IMPUAA NOTOMAR"
ON THE OTHER SIDE IMPRINTING SHALL BE PERMANENT
AND BLACK IN COLOR USE TAGS AS MANUFACTURED BY
T. CHRISTY ENTERPRISES OR APPROVED EQUAL
B. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS
FOLLOWS
1 ATTACH TO VALVE STEM DIRECTLY OR WITH
PLASTIC TIE WIRAP
2. OR
ATTACH TO SOLENOID WIRE DIRECTLY OR WITH
3. PLASTIC TIE WRAP
OR
ATTACH TO VALVE COVER WITH EXISTING
VALVE COVER BCLT
B. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECLAIMED
WATER SPRINKLER HEADS
9. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED
EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE
WADS RECLAIMED WATER USED FOR IRRIGATION IN ENGLISH
AND SPANISH WITH BLACK LETTERS HIGH ON A PURPLE
BACKGROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE
READILY SEEN BY ANY OPERATIONS PERSONNEL USING THE
EQUIPMENT
(PRIVATE) VICINITY MAP
SHOREBIRD LANE HWY 78
PELICAN ENTRY
LANDSCAPE PLANS
(AVIARA P.A. 28 -C.T. 90-31)
POINSETT A ,-
LANE
BATIQUITOS
DRIVE
CARLSBAD
PALOMAR AIRPDRT RD.
SITE__.
m ,,. ,--
ALGA ROAD
CARLSBAD, CALIFORNIA COST
GATE VALVE •
LOCATION
AVENUE
SHEET INDEX
#
1
2
DESCRIPTION
RECLAIMED WATER ---~
SIGNAGE 3
4
5
6
7
8
9
TITLE SHEET
CONSTRUCTION PLAN
CONSTRUCTION PLAN
GRADING PLAN
SHOREBIRD LANE
PELICAN STREET
SHOREBIRD LANE
PELICAN STREET
I
INSPECTION PROCEDURES
I CITY CONSTRUCTION INSPECTION SHAU INCLUDE:
A. LOCATION OF PIPE LINES
B TRENCH DEPTH
C. SECURED SEPARATION (HORIZONTALLY AND VERTICALLY)
D. PIPE IDENTIFICATION (P.O.C.S) POINT OF CONNECTIONS
E. LOCATION AND IDENTIFICATION OF SPRINKLER HEADS
F. WARNING SIGNS AT THE SITE AND ON THE TRUCKS HAULING
RECLAIMED WATER (IF RECLAIMED WATER IS USED FOR
CONSTRUCTION)
AN APPROVAL LETTER REGARDING THE INSPECTION OF THE
PROJECT SHALL BE OBTAINED FROM THE CITY ANO DISTRICT,
AND BE FORWARDED TO THE SAN DIEGO COUNTY DEPARTMENT
OF ENVIRONMENT AL HEALTH PRIOR TO FINAL INSPECTION
APPROVAL
11 DISTRICT ANAL INSPECTION SHALL INCLUDE:
A. COVERAGE TEST, AFTER COMPLETION OF THE SPRINKLER
SYSTEM TO DETERMINE THE ADEQUACY OF COVERAGE ON
THE APPROVED USE AREA AND PROTECTION OF AREAS NOT
APPROVED FOR RECEIVING RECLAIMED WATER
B WARNING SIGNS AND LABELS.
C. QUICK COUPLING VALVES.
D. ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING
E WINDBLOWN SPRAY, RUNOFF, AND PONDING.
REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS
F REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS,
ETC.
G. CROSS CONNECTION.
111 ANNUAL INSPECTION SHALL INCLUDE:
A COMPLETE INSPECTION WHICH SHOULD COVER PART A,
PART B, AND PART G OF THE DISTRICT'S FINAL INSPECTION.
WATER--~
METER/BACK FLOW
LOCATION
,------,------•HATCHED AREA DENOTES
AREA SERVED BY AW
METER
GRADING PLAN
CONSTRUCTION DETAILS
CONSTRUCTION DETAILS
IRRIGATION PLAN
IRRIGATION PLAN
10 IRRIGATION DETAILS
11 IRRIGATION SPECIFICATIONS
12
13
14
15
TREE & VINE PLANTING PLAN
TREE & VINE PLANTING PLAN
SHRUB PLANTING PLAN
SHRUB PLANTING PLAN
16 SPECIFICATIONS
17 SPECIFICATIONS
18
19
LIGHTING PLAN
LIGHTING PLAN
SHOREBIRD LANE
PELICAN STREET
SHOREBIRD LANE
PELICAN STREET
SHOREBIRD LANE
PELICAN STREET
SHOREBIRD LANE
PELICAN STREET
20 LIGHTING DETAILS/ SPECIFICATIONS
N.T.S.
DECLARATION OF RESPONSIBLE CHARGE
LEGEND
DxO
*
AREA OF EXISTING RECLAIMED
WATER USE
AREA OF PROPOSED RECLAIMED
WATER USE
LOCATION OF CONNECTION POINTS -
METER,BACKFLOW PREVENTION.GATE VALVE
DO NOT DRINK SIGN LOCATIONS
-R-EXISTING RECLAIMED WATER SYSTEN
-PROPOSED RECLAIM WATER SYSTEM
W EXISTING POTABLE WATER SYSTEM -
SEE CIVIL ENGINEERS PLANS
I HEREBY DECLARE THAT I AM LANDSCAPE ARCHITECT OF THE WORK FOR THIS PROJECT. THAT I HAVE
EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6793 OF
THE BUSINESS PROFESSIONS CODE AND THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF
CARLSBAD AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO A
REVIEW ONLY AND DOES NOT RELIEVE ME, LANDSCAPE ARCHITECT OF WORK, MY RESPONSIBILITIES FOR
PROJECT DESIGN.
THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE
CONCEPT PLAN AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING '
LAND CONCERN, LTD _,,,. .. , ~sc..v;li'
FIRM ,(p; ~J>..WYER. l1:t?e> APPROVED FOR ><. 0 -$, PLANTING ~~ 1;,:,. " AND IRRIGATION ONLY, @ ~--wf ~.i¢ -ROBERT M. SAWYER DATE ~ SI ATh~ ~ LICENSE II 1:i'll3 11~ -:x,-.A'TI INCLUDING PRECISE RFNRW AL DATE 1750 E. DEERE AVE. ,,, I--;, '.'1£. ~ LOCATION OF PLANTING SANT A ANA, CA 92705 (714)250-4822 *:);'"-\JAl'B &t AREAS . Of cA\.\< ADDRESS PHONE
--r\ ..-------..
"AS BUILT"
,--·
R.C.E. EXP. ---
REVIEWED BY:
INSPECTOR
. •.
DATE
DATE
0
M
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0
3: cc
ITEMS #8, #19, & #23 SHALL BE REQUIRED JUST PRIOR TO THE
ACTUAL USE OF RECLAIMED WATER. #22, THE SIGNAGE PLAN,
SHALL BE A PART OF THIS I.P BUT THE ACTUAL SIGNS AND TAGS
WILL BE INSTALLED JUST PRIOR TO ACTUAL USE OF RECLAIMED
WATER -I-f~·'I..E 3AC):'.'(.,,r'.;~:::lJ',I!.") 1' Bl.ACK \ E: 1 p.;i::;:::, OVED BY PUBLIC HEALTH ENGINEER, CITY REVISIONS MUST BE APPR
ENGINEER & DISTRIC ENG INEERPRIOR TO IMPLEMENTATION IN FIELD
Anr*EDi,( :' ' t}"\ .,J , .... ____, ..{ 'Z-.. 'fl
t---··-····· ··-.. LD CITY OF CARLSBAD ~ PLANNING DEPARTI\1ENT -----------. " 0
(BllEJ ,.,. X le'
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WITTTD'N<
RE LAJMED WATER
YB)-KU',l.f'Jl'.
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CARLSBAD MUNICIPAL WATER DISTRICT
/4_)~ r, ?:?&'~••• 2-/B-99
WILLIAM c. 0LUMMER DATE
DISTRICT ENGINEER R.Ct 28176
SAN DIEGO COUNTY DEPARTMENT OF
ENVIR~NM;r..er~EA TH
?'/ . J. 1,/zt,/98
APPROVE □ BY: .. -• DATE
NO!
DISTR ICT APPROVED CHANGES
DE SCRIPTION . ..
.
--
-···-ENGIITTERING PLANCHECKER DATE·
APPROVED DATE DEVELOPERS NAME: BROOKFIELD HOMES ---· ..
ADDRESS: 12865 POINTE DEL MAB SUITE 200 ... ..
--···· PEI MAB CA 82014
TELEPHONE _ (619) ,IBH!OOQ
, . -. DA TE PLAN PREPARED: 12/8/97 BY: LAND CONCERN
-. -·· ·-
·-···· --
BELLA LAGO ENTRY -MONUMENT ATION -•.. AT BATIQUITOS DRIVE
. ~---. FOR P.A.28
,,,,, ___ ,-----
APPR<\~D ) iJJ~ ID,, (,.,. j.' -,, tf ~ 7-9fJ ___ ,,_ ... ...
-----'-----' ~.:..... ... .. ,.,,, __
ASSIS"[ p[&NNING DIREClUR DAT1' . ---·-·-·· .. ~·~
' OWNBY: I PROJECT NO. I DRAW!I\IGNO. .•. -----DATE INITIAi. i DATE IMTIAL CHKD BY: CI90-31 340-2M ., ... , ... •---REVISION DESCRIPTION RIIWDBY: ENGINEEl'l O~ CITY OF APPROVAL WORK .. "" -__ ,,. -·· ~
CMY/D JOB #94-509 (~
-------.........___
--------,___ ---
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APPROVED FOR
PLANTIN~ ONLY,
AND IRRIGATIORECISE
INCLUDIN3FPPLANTING
LOCATIO~REAS
DATE NnAL
OINES'IOFWO
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----... .........______ ----
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SCRIPTION REVISION DE
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CITY OF DEPARTIIIENT PLANIGNG
LAGO ENTRY
B~~i:UMENT A TION
AT SHOREBIRD LANE
RW0530
DATE 1~~2M1
FIRE DEPARTMENT SPECIFICATIONS
1. Electrically Onerated Gates
A. The design and operation of all electrically operated gates shall be in
accordance with the fellowing criteria:
1 .
TUBULAR STEEL NOTES
ALL STEEL SHALL BE PAINTED W! 2 COATS ZINC OXIDE BASE PRIMER & TWO
COATS RUST INHlfll I ING cNAMEL (SEE EXTERIOR COLOR KEY FOR COLOR)
2 ALL W[LDS 10 llL GHOLJNll SMOOTH
1 . The gate control shall be operable by an approved emergency overnde key switch
which is an integral pa~ of the mechanism. In the event of a power tailure, the gate
shall be automatically transferred to a fail-safe mode allowing the gate to be pushed
open without the use of special knowledge or any equipment.
2. The key switch shall be labeled with a permanent red sign with not less than 1 /2"
conirasMg letters reading "Fl Rf DEPT." or a "Knox"
decal.
3. A transmitter operated gate shall have a key switch on the right side ot the gated
opening approximately 48" above the roadway surface. It shall be visible and easily
accessible wilh a label as specified above.
4. Upon activation of the key switch, the gate shall remain open until returned to normal
operation by means of the key switch.
5. A 27' minimum unobstructed setback is required from a gate to the first right turn to
allow apparatus clearance
11 Manually Operated Gates and Barriers
A. Gates shall be construclcd iri a manner which reflects good construction practice and
provides the required level of security based on site conditions. Tyical gate design may
include construction crash poles with a chain traversing across the minimum 13' clear
opening or a pipe gate construction witt1 a clear opening 0113·_
B. Gates and barriers across required fire apparatus access routes shall include an Orange
County Fire Authority approved padlock
C. Permanent signage shall be attached and be constructed of 18 gauge steel. Letters shall
be red on a white background and a minimum of 3" high with a 112" stroke. Sign on both
Sides shall read: ··FIRE LANt: -NO PARKING"
m. Special Gates
IV
Pedestrian entry, pool gates, or areas where immediate emergency access is unduly difficult,
requires an approved emergency key box adjacent to tile gate and 48" above grade. I he key
to unlock the gate shall be kept in the key box
Inspection
All gates shall be inspected for proper installation by contacting the San Diego
Authority or the ~hone number listed on your approved set of plans.
County Fire
LOT49
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FENCE CONTRACTOR SHAU. VERIFY SITE SPECIFIC CONDITIONS PRIOR TO
FA8f11CATION.
FOOTINGS SHALL BE POUf1ED AGAINST UNDISTURBED SOIL OR RE COMPACTED
PER STf1UCTLJRAL ENGINEER'S RECOMMENDATIONS.
GROUI Cl:'I_LS SOLID ATTACHED TO TUBULAR STEEL SUPPORT POST.
LOCKING GATE MfcCHANISM AS APPROVED BY OWNER.
"RED HEAD" ANCHOR BOLTS AT GATE FRAME (3 MIN.)
BIO ALTERNATE: ALL STEEL SHALL BE PROTECTFD WITH ZINC METALLIZING
PROC[SS AS RECOMMENDFD flY IHf-MANUFACTUREn
CONTACI PAClf-iC f'A 110 (714) 288 0489
~ATE NOTES
ALL GATES ARE TO BE OPERATED BY "lcLITE" CONTROLS OR APPROVED EQUAL.
RCfTR TO Pl.AN f-OR ADDITIONAL SPECIFICATIONS.
P[O[STRIAN ACCl:SS GA I ES SHALL BE RECEIVE A MANUAL KEY LOCK IN
WH DFf) STFcl_ ROX GAT[ LOCK AND HANDLE SHALL BE INSTALL PER A.DA LOT64
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APPROVED FOR·
PLANTING
AND IRRIGATION ONLY,
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS
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CONSTRUCTION NOTES
::o~rnACTOn TCJ '✓l'lllfY wr,11 LA.~DSCAPc AllC'JIILCr A~L MATEn Ms,
COL..CF{, /\t',D ~ INISI E_S PH.IOR TO POUfl
A! I_ CONSTRUCTION SHAU CONf"ORM TO ALL LOCAl. ANU COUNTY CODt:S.
/\I.I Tll,.1.ci, UOXED CJF, OTHFllWISE. SI IALL GE PLANTED PRIOR TO ANY
! IAHDc:cA,'F Wc°FnF: CON!-LICTS BETWEEN TRF.E BOX SIZE ANO PLANTING
Mll'A OC:C:IJP. ALL T~EE LOCAT!Of'<S AND ALL FIELD ADJUSTMENTS
C:I IAI I 111 MADE llY THE LANDSCAPf ARCHITECT
Al I IIHIICiA IIUN SLEEVES SHAI L .. He INSTALLED PRIOR TO HAf1DSCAP[
Hl~f-l·:{ 10 11-<HIGATION P'_ANS
/\l I ANGl.[S TO BE 90 on 45 Uf.GHf:fS UNLESS OTHERWISE NOn:n.
C:ONTl1AGTCR TO CONTACT T!K LANDSCAPE ARCHITECT TO REVIEW
! iAH:0:'3:::.!\r:ir:: FOPMIN(.; PHIOH TO POUR. ALLOW 48 HOUHS u..:AD TIME.
ALL '.;/XJ, ii' I !Nf'S, ,;AWCUTS. A,~D EXPANSION ,JOINTS TO OCCUR AS
SHOW\/ ON Jll.ANS.
ALL SCOi<E LINF TO RI' 'IJEt:P SCORE' 3W DEEP, QUICK JOINT MATEnlAI.
Oil "?I!" SJ f11f''.>' SI !ALL NOT BE USEO UNIJ:SS OTHERWISE SPECIFH:D.
CON I IV,CTOR SH,\! :. NOT MAKt FIELD CHANGES UNLESS AUTI IORIZED BY
l.t,~IX,CAPc. AnCfmH; I ,\NY UNAUTHORIZED CHANGES SHALL BE
COl111ECTFll TO CON! DHM TO THE PLANS AT N() ADDITIONAL COST TO
"1 HF OWN~:1 t Cf~ LANDSCAPE ARCH!TFCT,
CON I HACTOl1 TO VE.f11FY AI.L UTILITY LOCATIONS. CONTRACTOR SHALL
INI ORM LANDSCN'c Al1CI IITECT IF ANY FIELD MOOIFICATIONS ARE
NF CF ;:_:SAi {Y
P/\VINC SLIR BASF: ANI) HllNFORCEMENT '0 BE VERIFIED WITH
S()li_t, c~GINEER AND STRUCTURAL ENGINEER.
CDNTI\NiiDR SHALL VERIFY ALL Ff10NT, SIDl', AND REAR YARD
'3(_ I ll/\C:,(S rnion TO START OF ANY COtiSTRUCTION.
\\ :!
\\ ~ r--c_o_N_Ls_ETG_\_uN_cJ_'_o_N------l
\',: A/C AIR CONDITIONER \l C,J. COLO JOINT I GIL CENTER LINE
CLR CLEARANCE ~ CONG. CONCRETE
-CONT, CONTINUOUS
' ~~~·. fff;LT:s\1R
\i E,J. EXPANSION JOINT ii EO. EQUAL
______ . ----------------,--~-----11 !~~~; ~;Ji%tED
\
1
fi H.B. HEADtR BOARD ------\I M.B. MACHINE BOLT
\,:: MAX, MAXIMUM
l MIN. MINUMIM
\1 NNA.I.TC. NATURAL NOT IN CONTRACT
N.T.S. NOT TO SCALE
O.C. ON CENTER
PA PlANTING AREA
P/l PROP£RTY LINE
llAD. RADIUS
ilS. R£SAWN
I Fl H1SER
\ R.O,S. AOUGH SAWN
RWD. REDWOOD
SHT. SHE~T
S.I._, SCORE l NE
SCl. SQUARE
c:n C
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T. TREAD
TYP. TYPICAi
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SCALE 1J8"=1 '-0"
BELLA LAGO ENTRY
MONUMENTATION
AT PELICAN S'IMET
SHEETS
2q
24'
1----f.---1--------------r----t--i:i 1=:fE~~~---------tf-7-9& I
DATE _
1----1----+---------------t-==-1-::=:-:-i"il' DA TE IMTIAL '..It.: DATE INTIAL
DfflllM BY:-----I PROJECT NO,
HKDBY: ----GT 10-?J I
INEEROFWOR REVISION DESCRIPTION CITY OF APPAOVA \ RIIWD BY; .
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GRADING LEGEND
A.iEA D:lAlN oonoK c~ SLQPE
[liJTTo:~ er H~I'
l!IJTTOM er 1,rn.u .
Ci fAN OU r
C.\lC!! !li'..~.) /l ( R JM)
CcNHR LIN[
D[:':K Dim I 1! ( I\ IM)
D!RLC!Oh 0.' fl0";/
Oi/J\ I /\I I.IM
I, O. F.
LO.r,
r1" o. s.
T. 0. 1,·,
T, S.
1 ' •
TOP OF F00TJNG
TCP OF PllA:5TEf{
TCP OF SLOPE
!GP OF WEIR
TOP OF $1(!'
TOP OF 1./A._!_
DECK DRAIN, fYI'( !ViD s: Z:E AS No-:o ON !'\ AN
OO'J,'< Sf':JL'I
El.:''✓ATrJ,~
/,i{~A DR/\Itl \.J/A~R.JUM ORJI.Ill TYr(
Gf\ATLSIZE ,\S tlOTHl 0,'I rt.A'L
f-.X !ST Hl:;
f"X.C(iNrJt.:RS
r.-:... r;r11,0[S
ii][] CAYO'. llASHI, rt PE AREA CRAt:l .
-s:z:E !1S 1-m-rn ON f'\.AN.
f::.'., '.:';RJ,OE:S TO o, 0 DOW'{ SPDUT LOCA I 10~, HP.
IU'\':$1:D r: i\l '.iH •0L0OR
f :NJ'.;H (,Rll.OE
El. PYC 0~. AHS r:._Asnc OR,\Iti LlNt
SEE AS NOH.:J ON Plfl/L~/1.TERil\l f": NJ SH SURfACf-: TO COHPLY W/ COUNlY RE:JUJREMUITS
ILO'fl l I NF
C.AR1\G[ : IN l SH
ELEV,\TION
Fl. OOR TTIE~ LOGATJON TY!'.S(t PlMff!NG
Pt.AN FOR TYPC MW S!H.
HIGi( FOIMI
I N'/CRT OECI~AL [QUIVAL~N!S PRo:,o'.:r:o Cfl.A!.JES
RE'/IS[D :OLO'.m SHPS ½'' :, .0-121 7K ,. ,SQJ'
FI S::::R
l ~-l""' .0fl3' 8" c ,666'
TR[,\D 1 (_ .46 2""' .l~G• 9" -,750'
TDf' JF CJRC 2, . 93 3" . 250' 10·· = .333'
Tm' Jr Fl]!C! (~: 1.37 4" --.33]' 11" = -9~(",'
lOP JF F'-1,SH '~All 5" -.416' 12" "l.OOJ'
6" ff • 500 •
GRADING NOTES
1) All MATERIALS AND WOHK/..lA..\JSH!P TO CONFCRM TO GOVERNING COO~$
AND Orl.DINr,NCES.
::: CQNTf{i\CYOH TO YEfllFY G.rlA.O!:S A.~;() NOTIFY LA.'1DSCAf'E AHCH:TECT
!'n!0/1 TO $7,\J'll or GHADING WOi'lK,
:J) ALL DFIA!N um:s TO DHf\!N Ar .So/o MINIMUM W:TH SMOOll-i GON"'i"INUO...:s
fN.L
i,) A:,l_ TOP SL:Rr::"ACE.S OF Sn:;, TRl:PD3 TO SLOP!:: AT'.% Fon ~RAINAGf::.
~) ALL F'LANTl,\lG A~F.AS AR[ ro FLOW AT A M.N:MUM OF 2% JN
(UlC:G"IION o,= Df"l_,\INS, AS NOlCO ON PLANS.
l) /,ll l.:.XISTll'··<G Gl1A0(.S SHOWN P!::H CIVIL fNGIN[[J-rS PL.ANS,
7) HC"i!J) f"IN:Sl! c?.HADC: A ).ilNIML,M Cf T ll(LOWTCP Ql"WALLS AND
i:;· m,LOW r-ltJISi I FLOORS.
l:!) .C.U f-lNl~~H SUtlf'ACLS TO DHAJN AT .5% M!N. UNLESS OTHrnWIS(
NOTED ON Pl.AN.
9) ALL ~'lJ,I.JCTlONS ,\ND CHANGES OF ()lll(CT!ON OF DM!Nl_l\j[ lO IJE: MADE 'v'll"r:-: <15 Df:Gfli:E 01\ swt.:!:P ~LBOWS. . ..
1C) 1,\lS rAU. [)[CK Or'iAINS Cl.Y/-'_) PC:/1 DFTA,l ___ SH!::ET --~ FOfl.
LOCAr'IONS ~;:'f: [)fl.l,INNJI..: PU,N .
11) INSlALL CATCH l3ASIr-JS (TYP.) PER DC:TAIL _, SHE:E:T -··· , r-on
LOCAflONS .SF:f: Ofl./\lNAG[ PLAN.
12) IN:_~--:-ALL /ITRIUM DHA!NS (TYP.) Pm DnA:L _. Sll[[T -··-· !-Of1
LOCr,J;O~s ~;Ff: Of\;'\L-..:A3( !-" ... AN
i 3) CON"i"fV\C'j'Of'; !$ JO rAw.:UAAIL!:: HIMS!:l_F w:TH !::XISTl~G Gf'IAC,[S c~
S!T[ ANJ AGUPT AS JS. O•:)"IH cur ,\ND Ft\.l M/\Y cc. R:::ournr:o IN rr.or-ff ANO f\i..:AR YAf!:-JS
1-!) AU. OR,'\IN,\,:~[: DC:YICES Nl( ro UE LOCATED /IS SHOWN ON PLANS.
CO,\IHVIClOH ~.;H,\l_l_ NOT R[LOCATE OH.Al.I.JAG[ C(VIC~$ WIT'.----!OUT
AU7110/iilA'rlON EY THf: LANOSCAPE ARCH!TEC"f
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· .. / _________ -:;_,.:;.~-··
N
16'
SCALE 1J8"=1'-0"
24'
APPROVED FOR
PLANTING
~ CITY OF CARLSBAD ~ ... --.--..... -------------.... -"""'l"""-.. 1 L....:!.......J PLANNING OEPARTIIIENT ~ ?=====!:=======::!..!:::::===:
I -------,
~
I
AND IRRIGATION ONLY,
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS
BELLA LAGO ENTRY
MONUMENT ATION
AT SHOREBIRD LANE IAPPAOVE~
AS&isTANT PLANNING DIRECTI>R
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GRADING LEGEND
LOT49
f'f'O r;h ,0 '
A.O.
B.O.S.
B.S.
B.W.
c,o.
C.B.
C
D.D.
D.L
D.S
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EX.
_7--,
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F.G
F.S.
F.L.
G.F.F.
H.P
INV.
~
R.
T.
T.C.
T.1-'.
T.F.W
AREA DRAIN
sorroM [JF 5lOPE
BOTTOM OF S"i"l::P
ROTTOM OF WAL ..
CLEAN cur
CATCH 8ASIN (RIM;
CENTER LIN~
DECK 011.All"..: (RIM}
DIRECTION OF FLOW
DRAIN LINE
DOWN SPOUT
ELEVAIION
EXl$TING
EX CONTOUA.9
l::X, (iRAOES
EX. GRADES lO BE REVISED
FINISH FLOOR EL
FINISH GRADE
FINISH SURFACE
FLOW LIN[::
T,0.F.
T.O.P.
T,O.S
T.O.W r_s
TW
T,W,I
•
~
Ill
GARAGE FINISH l'LCOA
ELE\/A"flON
IIIIIIII IIIIIIIJIIIIIIIIIII
HIGl-i POINT
INVl:.H!
PROPOSED GAAOf~,
FlfVl'.JED CONTOUR
RISER
;"RF/,f".J
TOP OF CUHS
TOP or f".[/',;C[
TOP OF FLASH WALL
I ------r
----
SJ Et$
____s-1
(I) 'If
(2) .93
(3) 1.38
_______ \_
I
·----------------------------'>-,.p
".,', 0.
\
\
\.!' ---
I
I
TQf) or: FOO-TING
rOP ()F f'llAST[R
ro~ or SLOPE
ro,:.: Of-WEIR
ror o-= STl!P
TOP 0~ WALL
TOP OF l"✓HOUGHr .RON
DF.CK OfMIN. TYPC AND
SIZE AS NOTED ON Pt AN
AREA DHAIN W/GRH:J\· ATfllUM
GHA'ri::. SIZE AS won:o ON PLAN.
CATCH BASIN, TYP~ ARl::A DRAIN.
S·ZE AS NC"'.".::D ()N Pl.AN.
DOWN SPOU I ro f3E COJ\'NECTED
TC, Qf-;AIN SYST[M. VERIFY
0\)AN!'JJY & ~OC/\TION ONS ITE.
f0'JC on ABS PLASTIC OH/i.lN LINE
S12:E AS t-.OTED CN rL1\N_ MATERIAL
TC COMPLY WICOJN"fY
R[QU;REM!::N'JS
mr:E I_OCATION TYP . .St:!: PLAN'J'JNG
PLAN f="OH ·1 YP~ AND $1::'.J:
L!.f.t.JWAI EC\Jl'v'A w-c;
1/2" -.Q42' T' ~ .583 ,-... 06J' S' .,_55:,·
2" ~ ,165' 9" .., .750'
3·· ".25·J' 1,J" :.i. .833' , .. ".333' 11" -,916'
5" -_.:15· I 2-= 1.000 s·· ,., _jQO"
-~
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---
-------------------------
@:JD
----------------
1111-UI
LOT48
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-----------------------
APPROVED FOR
PLANTING
AND IRRIGATION ONLY,
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS
.0~ ;.,
~
I I I
I I I
DA Te ltfTIAL
INEEROFWOR REVISION DESCRIPTION DATE INTIAL
CITY OF APPAOVA
O' 4' 8'
l'IJ C:
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SCALE 118"=1 '-0"
CITY OF CARLSBAD
PLNO,IING DEP ARlMENT
BELLA LAGO ENTRY
MONUMENT A TION
AT PELICAN STREET
• (..) z
(I)
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NOTE • 112" DIA GREEN GARDEN HOSE
• ALL TREES WITHIN TURF AREAS
SHALL RECEIVE AN ARBOR GUARD • # 12 B'/1,G_ ZINC OCATED WIRE
AS RE;QUIRED • 4 GLYS@ 90 IF TREE IS DETERMINED TO
BE IN HIGH WINO CORRIDOR • 6-112" TURNBUCKLE
120
/
I
120
\
\
120 ,9
,__;,~ /
• 112" DIA. X 40'' MIN. LENGTH WHITE PVC
SCH. 40 WIRE IN PLACE
• TREE ROOTBALL: 3" ABOVE GRADE FOR
36'' BOX TREES -TAPER ROOTBALL
FROM TRUNK TO FINISH GRADE
_, J ~(
NOTE: PRUNE // ~
TREES AS DIRECTED ,/ ~
• 3" HIGH WATER BASIN AT TIME OF
PLANTING
BY LANDSCAPE -/1/ \ \\
ARCHITECT f \~
ONLY f , _/ ~ • 2X4X18" REDWOOD DEADMAN WITH
~~: J\ ~2% ~ 16
'6" ANCHORS @ EACH GUY WIRE i311
• FERTILIZER PLANT TABLETS -PER
PLANTING NOTES 11'.lo,
/ "TWICE ROOT'BALL OIAMETER /
• PREPARED BACKFILL PER SOILS
REPORT
• PACKED BACKFILL PER SOILS
REPORT
TREE GUYING
12X4X16CONC. BlOC~ -----ft-:: I ~I
8 X 8 X 16 CONC_ COLUMN BLOCK -----··-·-····· · -,-I -;t'
FILL $OLIO WITH GROl/T .PLL
<-<'<-if:, Will+ f'-€-1!';,s<Z.
VERT. RS.8,A.A. PEA. STRUCTURAL ENG. e
HORIZ. REBAR TIES PER
SlRUCTURAL ENGINEER
•
I
I
' . ~Jx~'kS:,~~~~:R ~,lf~~E-----...llt"T'-HI
5362M. CONTAACTOO TO $U8MITT A ...._
SAMPlE FOR APPROVAl.
STUCCO ------SCREED
CONC. FOOTING -PER STRUCTURAl
E~INEER
HORIZ. REBAR CONTINUOLIS
PEA
STRUCTURAL ENGINEER,
C4ffk-t""7 --1'.ite, ""~ ~
4<c1 Lh' ~...}-l:afJ ~-.......... -· ------~---PER
3'
TYO
STUCCO WALL,r----s_:rRtJC,ENGll'l'1'1JRJIEERr-"f'_
SCAlE :l/4" = 1'-0"
z ~ w w "' "' w ii: ;::
"' "' '" I
r
;,: I /, , ' ...----e -1O''X8"X16'' CONG. BLOCK // I % ,,...-
z <(
..J n_
O"J (') wz a: i5 ~~
-
(')
w w
"'
.
.z "'; :,: ·.· ...
/, /-,.,. GROUT ALL CELLS
/ ,4 l~'=~~~f..---______ #4 VERTICAL REBAR @ 24" 0 C
/ • ,-...:, ALTER BENDS IN FOOTING
;;: 7 1/ ;_: ,...._...,_ _____ #4 HORIZ. REBAR CONT. AT TOP
/, MIDDLE AND BOTTOM ;,-1
I /jtt--------e 518" SMOOTH TROWEL STUCCO
;, FINISH, COLOR TO BE EXPO 23
1 / PAINTED OVER WI FRAZEE 5362M.
''. :•:,·-: ..
CONTRACTOR TO SUBMIT SAMPLE
FOR APPROVAL
\__
90% COMPACTED SUBGRADE
CONCRETE FOOTING
ALL DRAINAGE, BACKFILL, ANO AMENDMENT
RECOMMENDATIONS ARE PROVIDED AS A BASIC GUIDE, AND
SHOULD BE VERIFIED AND MODIFIED AS RECOMMENDED BY THE
SITE SPECIFIC PLANT SUITABILITY AND SOIL ANALYSIS
PERFORMED BY AN APPROVED SOIL TESTING LABORATORY
PALM TREE• SEE PLAN FOR •
TYPE AND SIZE
4" PVC DRAIN PIPE WITH •
REMOVABLE CAP REMOVE
WATER FROM DRAIN HOOP
,,,. ,/-
::I .,:
al
8 a:
<I) x ",,
•
NOTES:
ALL PALMS TO BE BOXED.
B&B PALMS WILL NOT BE
ACCEPTED.
PLANT PrTS & SUMPS ARE TO
BE DUG TO THE DEPTH
INDICATED
8"MIN.
12"' MAX.
e 4" PERF. DRAIN HOOP TO
COLLECT EXCESS WATER IN
PrT.
AUGER HOLES MAY BE NECESSARY UPON RESULTS
OF FINAL SOILS ANALYSIS
PAL.M Pl .-., .. ■ -
N I I N l..'i
i
6 X 6 X 12 CONC. CONC. 6l.OCK e
16X 8X 16CONC. CO..UMNBLOCK •-----11..i :t:. ·
FILL SOL,,10 WITH GROUT
VERT. RE6AR PER STRLJCTURAL ENG. e-·
HORl2:. F'll::BAR TIES PER
STRUCTURAL
ENGINEER
5/ff' THICK STUCCO FlNI5H COLOR TO ----SE EXPO 23 PAINTED OVER WI .. ·, . ...._
F~AZF:E: -...
536:>M. CONTRACTOR TO SUBIAITT A
SAMPl_E FOR APPROVAL
STUCCO ........
SCREED "'M ooi 1'f ~)"<1,Jcl. Rt·1"7ff
N.TS
-I
STUCCO Pl LASTERSCALE:l/<l"a1'-0"
z .,:
..J a_
Cf) '-' wz a:o <(.,: >a:
'-' w w "'
-l---•-8"X4"X16" CONG, BLOCK
Illa,,,;=;== /""'11 /"'· ~I
v/ ,/ /• ,_ ~--•--6"X8"X16"CONC. BLOCK
/ 1 / GROUT ALL CELLS / ,-'
V .,.,-!f.--------, ~ '--' #4 VERTICAL REBAR @ 24" O.C.
j 1:;;: °' 1~' ALTER BENDS IN FOOTING
1
.// '/' ~ '/ I/ ......__ ___ •C#4HORIZ. REBAR CONT. AT TOP
'/ ' MIDDLE AND BOTTOM
"> 1/'. /// //, -------•c 518" SMOOTH TROWEL sru=
, I"_, FINISH, COLOR TO BE EXPO 23
/ 1/ PAINTED OVER WI FRAZEE 5362M
CONTRACTOR TO SUBMIT SAMPLE
' ;, • / FOR APPROVAL . / /-,.... _____ _
-z / :~
"'j-• ······_1->J.: ::i<I -,., : : : '2 ii.,_, . 1-Ft::: ,,,,,, :,,,,,
~ ,._t/ ...... ,: '
; I': ,::::7~7:,., •• :':"7:.,,.: :: :: : . -,,...kt-i:::::::::<::::.::::<:::::<<:>:>::::::: .·,.·.·,·,·,.·.·
i ----·"
• 90% COMPACTED SUBGRAOE
-CONCRETE FOOTING .
■
• NDS GREEN COLORED PLASTIC GRATE
OR APPROVED EQUAL, SIZE AS INDICATED
ON GRADING PLAN
• FINISH GRADE
TO DRAIN 2"/4> MIN
I I
-■ ■ ■ ■ ■ ■ I I
i
• PLASTIC RISER AS NEEDED
DEPTH VARIES, SEE
GRADING PLAN FOR INVERT
ELEVATIONS
• NOS PLASTIC DISTRIBUTOR
BOX, OR APPROVED EQUAL
• PLASTIC DRAIN LINE,
SEE GRADING PLAN FOR
SIZES
CATCH BASIN
Cf) w • MIN. 4" THICK CONCRETE PAVING.
0 z
(') z
5 .,: n_
0 ...
a: w
OCLOR AND TEXTURE VARIES.
REFER TO PAVING NOTES ON
OCNSTRUCTION PLAN
• 1f2". BULLNOSE EDGE
lli
'::· e STEEL REINFORCEMENT PER SOILS
ENGINEER'S RECOMMENDATIONS.
MINIMUM REINFORCEMENT TO BE
#3 REBAR @ 24" O.C.
\
• #3 REBAR, CONTINUOUS
• COMPACT & PRE-SATURATE
SUBGRADE PRIOR TO POUR
BASED ON SOIL ENGINEER'S
RECOMMENDATION , 6"
MIN. • • EXTENDED COLLAR AT PERIMETER
• MIN. 2"' DEEP SANO BASE -VERIFY
WITH SOILS ENGINEER
PAE-CAST CONCA ETE ---------------
CAP -------
18"
12X6X16CONC. --------------. BLOCK -.__ ---•-.... ,, __
VERT. Al;INFORCMENT --------PEA
STRUCTURAL ENGINEER
3X3 CUT STONE TILE;
SURROUND
T= BE MUL:jl --c.a..:,p._ 8-=
.,
CLIT STONE SIG~GE FACE·.-----________ 11,,~
To R!1e,_ ~f-lt>-'1' fbc>E ~ -~ HORIZ. REINR)RCEMENT _ i:,. ,....
PER •---------~~=-STRUCTURAL ENGINEER ~
12X4X16CONC. ___ ----------~ ,s ~1
1 8l0CK "-.l!D~J-=c;-~-~
S)(SX:1SCONC. ... '!' .......... L' I' BLOCK r--.
v..,Y4X16 CONG. BL~K. ~.........._ -r• • 1" GAOVT REINFORCED ............ ~ _
CElLS I SMOOTH TROWEL STUCC09------, 1'
FINlst-1, COLOR TO 8E EXPO 2'' · lit I :-
2.3 PAINTED OVER FRAZ!;:1:; .. .._ ~•
536:>M ' • I L"
COMPACTEC-SUB-GRADE, ••----~:,:::...---~r==~~ FINISH PER _ > I' '-. GRADE
SOILS ENGlr.EER REPORT ' . C f;
CONC. FOOTING· PER ~
STRCCTURAl ,I ~ :·cc:~
ENGINEER I', '.:S i-:t.5{'.)/;l;::;" ·,,<'' '.·{•::::·:,://Hk:Y<;:J:;Gi:J REINFORCING~ PER t\ 'A !/·, ·•ct,· '.:"":,
STRLCTURAl f!.:;f;c''
CNGINCER ., •"~ f~
MONUMENT I
3"
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• NOS GREEN PLASTIC ATRIUM
DRAIN GRATE OR APPROVED
EQUAL. SIZE AS NOTED ON PLAN
• FINISH GRADE MIN. 2%
SLOPE TO DRAIN
• PLASTIC DRAIN LINE, AS
NEEDED
• NDS PLASTIC 'LONG BEND'
ELBOW OR APPROVED EQUAL
• PLASTIC DRAIN LINE
LATERAL, SIZE AS NOTED
ON PLAN, CONNECT TO MAIN
DRAIN LINE WI WYE ADAPTER
• INVERT VARIES, REFER
TO GRADING PLAN
ATRIUM DRAIN
<-------PREVAILING W!NO DIRECTION
•
•2" DIA LODGE POLE TREE STAKE DOWELED OR PEELED
FROM VIRGIN TREE GREEN PRESERVATIVE TREATED.
PLACED OUTSIDE OF ROOT BALL. USE TWO STAKES FOR
ALL TREES NOT GUYED AND WHERE SHOWN ON PLANS
•3 CINCH TIES AVAILABLE FROM V.I.T. COMPANY, 15561
PRODUCT LANE-D4, HUNTINGTON BEACH, CA 92649
TEL (714) 891-8338 ALLOW 2" MIN. TRUNK CLEARANCE
(2 SUPPORT TIES ON 5 GAL TREES)
• "ARBOR GUARD" IN TURF AREAS
• FERTILIZER TABLETS PER AGRONOMIC REPORT
e PREPARED BACKFILL SEE SPECIFICATIONS
• 3" HIGH WATER BASIN (AT TIME OF PLANTING)
• FINISH GRADE
• PACKED BACKFILL
• ATTACH WITH SHINGLE NAILS
• LOOGE POLE
• CINCHTIE
• TREETRUNK 2x □IAOF -z
' ROOT BALI.-' ~ ::\' CONTRACTOR NOTE. PIT SIZE IS FOR BID PURPOSES
' ONLY. WITH DIA AND SPECS TO BE A MIN. STANDARD e FINAL SPECS TO BE DETERMINED BY SOILS ENG, AND
UPON RESULTS OF AGRICULTURAL SUITABILITY AND \....' / TREE STAKINGSOILFERTlllTYANALYSIS
9D'% COMPACTED SUBGRADE
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STRUCTURAL
ENGINEER LOW STUCCO WALL
5'
-3X3 CUT STONE SIGNAGE FACE TILE
7c>EEMLJLTI~6d....cj,,..~
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MONU"F.NT TO RECIEVE 12''X12"
CUT STC,1-JE SIGNAGE FACE, T<'J):'E
fbHTEt--/,0,. "-(" ~
"SEE STRUCTURAL CALC'S FOR REINFORCEMENT
SIZES, LOCATION AND SPACING
-------------------------~-
PLAN VIEW SCALE 1/2" = 1-0"
--•-PRE-CAST CONG. CAP
-----.:12''X8"X16'' CONG. BLOCK
'"-----•:10''X8"X12" CONG BLOCK
~-------'X8"X1&" CONC BLOCK
APPROVED FOR
PLANTING
AND IRRIGATION ONLY,
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS
N
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Ln
SCALE 11'13"=1 '--0" • ------------~~=:::=::!:::=======:~~==:~ o:::f' ~ CITY OF CARLSBAD ~ o, ~ PLANNING DEPARTIIIENT ~ ) ~ ::=====:!!!========!.!:::::::===: •-
BELLA LAGO ENTRY
MONUMENTATION
AT PELICAN STREET
APPROVE_~_fkU ---_<{-]-11b
ASSISTANT PLANNING DIRECTOR DATI::
··•·-co -:•:.o
"""'J i ·:,
I"
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ENGINEEROFWOA REVISION DESCRIPTION CITVOFAPPROVAL. RVWD8Y: . iiiiiiiiiiiai
~ 12 ;o
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=ir /!
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3116" TH, TA8 WI 3/8" OIA LAGOOLT TO ATTAC,._ __ ...,_
GARDEN WALL WITH LEAD SHIELD AT TOP. MIDDLE AND
BOTTOM.
2" SQ, TUBULAR STEEL FRAME ----'s-
2· SQ. TU8UL.AR STEEL •--
ALL STEEL CONNECTIONS ARE TO BE
WELDED AND GROUND SMOOTH ALL
STEEL IS TO BE PAINTEO Wi ONE COAT
PRIMER AND ONE GOAT ENAMEL. COLOR
TO BE SELECTED BY LANDSCAPE ~~
TUBULAR STEEL FRAME
ci UJ
ci uJ
ci w
EQ, EO. EO. Ea
6'-0"WIOE
6"
I (!l
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SECTION NT S
TUBULAR STEEL TRELLIS
[C,,I _ 011
-------------,,..."
.
•
,....,..----______ ...__ _:-' _.....-__ ----.,...-_ _,___ __ ~ ........ -.-----..,, ..... _
..
•
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5/tf' SMCX>TH TFIOWEL STUCOO
FINISH -COLOR TO BE EXPO 23
PAINTED OVER W/ FRAZEE 5311:i!M
CONTRACTOR TO 8IJ8MIT A SAMPLE
--.___.8"X4"X1e" CONC. BLOCK
~~'777~~Hr""l'l'"-+i-lr---7"ll'------~'1" CONC. CAP BLOCK
a-x•-x1e-CONC. BLOCK
8"X8"X1e" CONC. BLOCK
Hl"X8"X1e" CONC. BLOCK
e" SQ. STRUCTURAL STEEL TUEE
J!:::+I~--4"X8"X1e" CONC. BLOCK
t/i-fl-1+-"""l'l~·ti-'-,~,,..--------tl 8"X8"Xe11 CONC. BLOCK
_,---t!!.,,,!!'i!'!~~
•.. ,nn1ff'O:WC. IIUXJ(
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----.lli.-----ll}lll 1
1
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PLAN VIEW
r eo. IW'I.JCTUML llfEn.
....... """" FCIII QA.TE ATT~
2"'Kfl1'Z' cx:NC. 1!!11...CO(
■
PER STRUCTURAL ENGINEER
GATE PILASTER
1 i I •
.dl'J~.11::111:.
[ t-·t•~
FOR REINFORCING SIZE,
LOCATION, AND BPACINQ
REFER TO STRUCTURAL
ENGINEERS CALCULATIONS
. ~_J-L__ """ . ___ ,71~----~ ~--~
.. lb',,... .....
\::::;.,/ n~
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MAX ff.ft' O.C. OR A 31<3 SQ
EACH PFtOPEI\ i i LINE,
CHANGE, AAO FENC
2X2POSTTOR
AT
ION
ERSEGTION.
A.AT CAP.
SQ. PICKETS & CROSS BAR
0 411'Z'O.C.
• ..... 12 "DIA .CONC. POST FTG.
WI 1" CHAMFER, WHERE FENCE
OCCURS AT FINISHED GRADE
CORE CONCRETE ANO USE
-flOK WHERE POST OCCURS
SCAPE. EXTEND POST
MCX,-_
ENCINO ME..iERS ARE 10 8E 1(1
STEEL STOCK, (UNLESS OTHERWISE
E
INTSARETO
T0EE
ATS
· •LDED ON AU. FOUR SOES Wf ALL STEEL CON
·' OU!l!D SMOOTI-i, ALL FENCING MEMBERS ARE TO AIE
PROMER AND 1 COAT ENAMIEL
TUBULAR STEEL FENCE
~l . \\\ .
APPROVED FOR
PLANTING
111] ~1, , f. 1/ u
. ·1t1t1 1
li'r~'
AND IRRIGATION ONLY,
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS
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SCALE 1.,a•,.1•-0•
CITY OF CARLSBAD
PLUH•I a DlfPARlSUIT
BEi I A LAGO ENTRY
MONUMENT.A TION
AT PELICAN ITREET
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... TMTPUlll■I\UlllECJ2!! OAff 3:: ::::~~:::!::::::::::::::::::::::::~:;~~~~~;;;; §v,__ II PIIOJECT NO. Ir-~~ NO. I
~:...... REVISION DESCRIPTION .::.=. __ ~:~~---._,. __ 0T 90-°?I '34o-2 f'1 j ~
POINT OF CONNECTION "A"
(RECLAIMED WATER METER)
HOME OWNER ASSOCIATION MAINTAINED
BROOKFIELD HOMES TO INSTALL A 1" WATER METER
WHERE SHOWN ON PLAN. CONTRACTOR TO TIE INTO
WATER METER AND VERIFY THAT STATIC PRESSURE IS 112
PSI PRIOR TO CONSTRUCTION. RUN MAINLINE TO WATTS
909S RP BACKFLOW PREVENTOR WITH A WATTS 777 40
MESH STRAINER. INSTALL A FUSION BONDED EPOXY
COATED 1-114" GRISWOLD 2250 MASTER PRESSURE
REGULATING VALVE. CONTRACTOR TO RUN WIRES TO
CONTROLLER.
CONTRACTOR TO LOCATE BACKFLOW PREVENTOR WHERE
SHOWN ON THE PLANS SCREENED WITH SHRUBS AND .
SHALL SLEEVE ALL PIPES UNDER PAVING WITH SCH 40
PVC SLEEVES.
WATER METER STATISTICS
SERVICE LINE/METER SIZE
HYDRAULIC GRADE LINE FT.
ELEVATION OF METER FT_
STATIC WATER PRESSURE PSI
MAXIMUM FLOW
MINIMUM PRESSURE REQUIREMENT PSI
RESIDUAL PRESSURE PSI %
AREA SERVED BY METER ACRES
MAXIMUM WATER ALLOWED AC. FT./YR.
ESTIMATED WATER USAGE AC.FT.IYR.
1-112"/1"
318'
59'
112 PSI
12 GPM
62 PSI-VALVE A7
6 PSl-15%
073 ACRE
. 23 ACRE FEET/YR
.23 ACRE FEET/YR ._ ______________________ __,
CONTROLLER'A'
HOMEOWNERS
ASSOCATION MAINTAINED
CONTROLLER TO BE A RAINBIRD ESP-MC STAND ALONE
CONTROLLER. CONTROLLER SHALL BE INSTALLED IN A PTS
ENCLOSURE MODEL NUMBER:.
MODEL NO: CA-60-16E/RSE
CONTACT DARYL GREEN AT (714) 837-4737 FOR
ORDERING AND PRICING.
SEE POINT OF CONNECTION NOTE FOR ADDITIONAL EOUIPMEN
TO BE UTILIZED BY CONTROLLER.
117 VAC POWER TO BE FURNISHED AND CONNECTED BY
BROOKFIELD HOMES. LOCATION OF CONTROLLER TO BE
LOCATED AS SHOWN ON PLANS AND APPROVED BY THE
LANDSCAPE ARCHITECTURE ANO/OR IRRIGATION DESIGNER.
CONTRACTOR RESPONSIBLE FOR WIRING 117 VAC POWER
SOURCE TO GUARD SHACK.
ALL IRRIGATION HEADS NEAR CONTROLLER AS IT IS INSTALLED
SHAU. BE MOVED AND THROTTLED DOWN TO ELIMINATE SPRA'
ONTO THE CONTROLLER ENCLOSURE
CONTRACTOR TO INSTALL 518" X 96" COPPER CLAD GROUND
ROD PER DETAILS.
CONTRACTOR TO HAVE PTS PROVIDE WRITTEN CERTIFICATION
OF WORK COMPLETED PRIOR TO JOB TURN-OVER.
I
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-----
----------
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0,0,TE IN"llAL
NOTE TO CONTRACTOR
CONTRACTOR SHALL SCHEDULE A SITE
OBSERVATION OF THE IRRIGATION SYSTEM
FOR A REVIEW BY THE IRRIGATION DESIGNER
A MIN. 48 HOURS LEAD TIME. THE FOLLOWING
ITEMS TO BE SCHEDULE FOR REVIEW
• PRE-JOB MEETING
• LOCATING OF BASKET STRAINER DEVICE AND
CONTROLLER
• MAINLINE INSTALLATION AND PRESSURE TEST
• MASTER VALVE INSTALLATION
• COMPLETION OF INSTALLATION FOR COVERAGE
TEST
FOR IRRIGATION DETAILS, NOTES, LEGENDS AND
SPECIFICATIONS REFER TO SHEETS 10-11.
CONTRACl0I1 SI IAI I CONTACT 1./\NDSCAPF ARCHITECT FOH
ANY IN I l[Lfl CHANGES MAl)c ,OR /\Pf'IIOVAL ANfl DOCUMENTATION .
ALI. CONTROi I.H1 CABINf: IS, BACKf-LOWS TO Be SPOTTFO IN Fl[LI) PHIOR
IO CONS.I FlUCTION. BROOKFlcLD HOMES INC. ANO LANDSC/\PE
Al1CI IITECT SHALL /\Pl'F10VE ALL LOCATIONS.
SLEEVE NOTE. ALL PIPING ANfl WIRE SHALL BE' SLcEVED UNDER
PAVING ALI SLcLVFS TO 13E 2 x DIAMFTEf1 or PIPE SL[FVED. ALL
MAINLINf' SHALi flc ACCOMPANIFO WITH I\ MIN. 2" WIRE SLEFVf'
SL f'f-VING TO c:XTENIJ MIN. Of' 12" GEYOND PAVING.
IRRIGATION PRESSURE CALCULATION TABLE
Water Meter No.
Size
Elevation of Meter
Hydraulic Gradiant
Static Pressure
Source of Information
Phone Number
A
1"
59'
375•
137 PSI
Joe Adams
(619) 438-3367
July 24, 1997 Date of lnfonnation
Basis for Calculation Longest Mainline Length at Flow
Remote Control Valve
Size
A-8
1 "
Demand
Elevation of Highest head
Pressure at R.C.V.
12 GPM
65'
35 psi
QTY. SIZE
1 1 ..
1 1"
2 1-1 /2"
1 1" •.
120· 1-1/2"
1"
ITEM
Water Meter
Backflow Prevcntor
Gate Valves
Master Valve
Flow Sensor
Mainline
Mainline
Aulomatic Control Valve
Lateral Line Loss
Lateral Linc Loss
Lateral Line Loss
Lateral Line Loss
Fillings Loss (10%)
Elevalion Change
Total System Losses
Pressure Required to operate head
Total Pressure Required
Lowest Static Pressure Available
Pre-set Regulatec! Pressure
Residual Pressure at preset pressure
PSI LOSS
09
11.0
02
1. l
1.93
1.7
4,0
24 PSI
30 PSI
54 PSI
137 PSI
62 PSI
8 PSI I 15%
o· 4' 8'
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~~ oa: %: t-rn
15' 24'
SCALE 118"=1 '-0"
REVISION DESCRIPTION llATI' INITIAL
ctfV OF APPROVAL
ISHEt3 I CITY OF CARLSBAD
PLANNING DEPARTIIIENT
BELLA LAGO ENTRY
MONUMENTATION
AT SHOREBIRD LANE
IAPl'ROVEO aid,( ~
ASSISTANT PLANNING Ol~CTOR
mffll BY;X ...
IIKD BY: .
1111/WD BY:
PIIOJECT NO.
GT "fo-~f
1-7-_ft
DATE
DIIAWIN(; NO.
34o-?/1
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POINT OF CONNECTION "B"
(RECLAIMED WATER METER)
HOME OWNER ASSOCIATION MAINTAINED
BROOKFIELD HOMES TO INSTALL A 1" WATEf"l METER
WHEf"lE SHOWN ON PLAN. CONTRACTOR TO TIE INTO
WATER METER AND VERIFY THAT STATIC PRESSURE IS 135
PSI PRIOfl TO CONSTRUCTION RUN MAINLINE TO WATTS
909S flP BACKFLOW PREVENTOR WITH A WATTS 777 40
MESH STRAINER. INSTALL A FUSION BONDED EPOXY
COATED 1-114" GF11SWOLD 2250 MASTER PRESSURE
REGULATING VALVE. CONTRACTOR TO RUN WIRES TO
CONTROLLErl.
CONTRACTOR TO LOCATE BACKFLOW PREVENTOR WHERE
SHOWN ON THE PLANS SCREENED WITH SIi RUBS AND
SHALL SLEEVE ALL PIPES UNDER PAVING WITH SCH. 40
f'VC SLEEVES.
WATER METER STATISTICS
SERVICE LINE/METER SIZE
HYDRAULIC GRADE LINE FT
ELEVATION OF METER FT.
STATIC WATER PRESSURE PSI
MAXIMUM FLOW
MINIMUM PRESSURE REQUIREMENT PSI
RESIDUAL Pf"lESSURE PSI %
AREA SERVED BY METER ACRES
MAXIMUM WATER ALLOWED AC. FT./YR.
ESTIMATED WATER USAGE AC FT/YR.
1-1/2"/1"
318'
64'
135 PSI
9GPM
47 PSI-VALVE 813
6 PSl-15%
.084 ACRE
1.73 ACRE FEET/YR
1 .73 ACRE FEET/YR
,,_
-~"~!!
::
=-----1 -I -I -I --
CONTROLLER ' B '
HOMEOWNERS
ASSOCIATION MAINTAINED
CONTROLLER TO BE A RAINBIRD ESP-MC STAND ALONE
CONTROLLER. CONTROLLER SHALL GE INSTALLED IN A PTS
ENCLOSURE MODEL NUMBER:.
MODEL NO: CA-60-16Ea/RSE
CONTACT DARYL GREEN AT (714) 837-4737 FOR
ORDERING A"ID PRICING.
SEE POINT OF CONNECTION NOTE FOR t,DDITIONAL EQUIPMENT
TO BE UTILIZED BY CONTROLLER
117 VAC POWER TO BE FURNISHED AND CONNECTED GY THE
BROOKFIELD HOLMES. LOCATION OF CONTflOLL[R TO BE
LOCATED AS SHOWN ON l'LANS AND Al'PROVCD BY THE
LANDSCAPE ARCHITECTURE AND/O11 IRRIGATION DESIGNER.
CONTRACTOR RESPONSIBLE f'OR WIRING 117 VAC POWER
SOURCE TO GUARD SHACK.
ALL IRf<IGATION HEADS NEAR CONTROLLER AS IT 1S INSTALLED
SHALL BE MOVED ANO THROTTL~O DOWN TO El.lMINATf, SPRAY
ONTO THE CONTROLLER ~NCLOSURE.
CONTRACTOR TO INSTALL 5/8" X 96" COPPER CLAD GROUND
ROD PER DETAILS. ,,
1
CONTRACTOR TO HAVE PTS PROVIDE WRITTEN CEffflFICATION //
OF WORK COMPLETED PRIOR TO JOB TURN-OVER. I
LOT49 I
I
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-----)> r ~ i -------,-------------=1----------.-------------
IRRIGATION PRESSURE CALCULATION TABLE
Water Meter No.
Size
Elevation of Meler
Hydraulic Gradiant
Static Pressure
Source of Information
Phone Number
B
64'
318'
135 PSI
JoeAdam,i
(619) 438-3367
July 24, 1997 Date of Information
Basis for Calculation Longest Mainline Length at Flow
Remote Control Valve
Size
B-13
1 ..
Demand 9GPM
Elevation of Highest head
Pressure al R.C.V.
65'
35 psi
QTY.
1
2
1
120'
SIZE
1"
1.
1-1/2"
1"
1-112"
1 .,
ITEM
Water Meter
Backllow Preventer
Gate Valves
Master Valve
Flow Sensor
Mainline
Mainline
Aulomatic Control Valve
Lateral Line Loss
Lateral Line Loss
Lateral Line Loss
Lateral Line Loss
Fittings Loss (10%)
Elevation Change
Total System Losses
Pressure Required to operate head
Total Pressure Required
Lowest Static Pressure Available
Pre-set Regulated Pressure
Residual Pressure at preset pressure
PSI LOSS
. 06
11.0
.02
t.O
. 029
1.7
4.0
.93
.433
19 PSI
30 PSI
49 PSI
135 PSI
54 PSI
SPSl/15%
-I ----□ , --jiiii"lliiiiii' .. a --I •~/ v __ j ____ ---
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\ NOTE TO CONTRACTOR
~~ w-~ -----+--------
\
CONTRACTOR SHALL SCHEDULE A SITE
OBSERVATION OF THE IRRIGATION SYSTEM
FOR A REVIEW BY THE IRRIGATION DESIGNER
A MIN. 48 HOURS LEAD TIME. THE FOLLOWING
ITEMS TO BE SCHEDULE FOR REVIEW:
11':'
.I'>!
!JI (")
:t: ' .,,
0
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I
I
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• PRE-JOB MEETING
• LOCATING OF BASKET STRAINER DEVICE AND
CONTROLLER
MAINLINE INSTALLATION AND PRESSURE TEST
MASTER VALVE INSTALLATION
• COMPLETION OF INSTALLATION FOR COVERAGE
TEST
FOR IRRIGATION DETAILS, NOTES, LEGENDS AND
SPECIFICATIONS REFER TO SHEETS 10-11.
CONTFlACTOR SHALL CONTACT LANDSCAPE ARCHITECT FOR
ANY IN FIELD CHANGES MAl)I:: FOR ArrROVAL AND DOCUMENTATION .
SLEEVE NOTE AIL PIPING AND WIRE SHALL 81:: SLEEVED UNDER
PAVING. Al I SI tcVt:S TO BE 2 x DIAMETER Of PIPE SLEEVED. ALL
MAINLINE SHALL BE ACCOMPANIFO WITH A MIN. 2" WIRE SLEEVE
SLEl::VING TO EXTEND MIN. OF 12" BEYOND PAVING. c......------I \ \.___ ___________ _.
i'. \ \ I \ ALL CON IROLU::R CABIN[TS. EJACKFLOWS TO BE SPOTTED IN FIELD PHIOR
TO CONSTRUCTION BROOKFIFI ll HOMES AND LANDSCAPE ARCI IITECT
\ I \
/ \ \ ____ \
-----\
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DATE INTlAt
INE'E'R OF WO REVISION DESCRIPTION [)Ate IN'"nAL
CITY OF APPROVA
o· 4' 8'
CITY OF CARLSBAD
PLANNING DEPAR11111:1'1T
BELLA LAGO ENTRY
MONUMENT ATION
AT PELICAN S-mEET
IN'PROVEOclll/J (}Gjp
ASSISTANTPLANNtNG OIRECTOR
OWN BY: .-"--'L"--'------
lll(O BY: --
IIVWDBY: .............. .
PROJECT NO.
C-1 40-""?I
15' 24'
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1' IN TURF •PURPLE, BOLT LOCKING PLASTIC
1-1/2" IN SHRUB CIRCULAR VALVE BOX -CARSON 910
1"1NTURF • POP UP SHRUB SPRAY HEAD
WITH PURPLE RECLAIMED
SNAP CAP • REFER TO
LEGEND FOR
SPECIFICATIONS
AREA TT-----,.,,..e::_ __ 7n_:.F::;IN:;:IS;:H;,;G:;:R~A::,:D;::E;_ HEAT BRANDED "QCV'
eQiJICK COUPLER VALVE, SEE 1-112" IN SHRUBS eCARSON 1419 PURPLE PLASTIC
VALVE BOX WITH LOCKING COVER
MARK "MCI/" ON TOP OF COVER
BACKFLOW OEVICE
SEE LEGEND RJR •
TYPE
• PURPLE, BOLT LOCKABLE PLASTIC
CIRCULAR VALVE BOX -MARKED 'GV'
FINISH GRADE WITH EXTENSIONS AS NECESSARY
,
•'JOTE:: ALL SPRAY HEADS
TO BE SET 6" Cl.EAR FROM
ALL HARDSCAPE SURFACES.
• FINISH GRADE
e MARL.EX STREET ELL, TYP.
•SCH. 80 PVC NIPPLE
•PVC LATERAL LINE • SIZE AS
NOTED ON PLAN
• MARLEX STREET ELL
• SCH. 40 PVC SxSxT TEE
OR ELBOW
\
LEGEND FOR TYPE
•T CHRISTY'S PURPLE
RECLAIMED WATER TAG
• BRASS NIPPLE, LENGTH
AS REQUIRED
•B" MIN. DEPTH CRUSHEO GRAVEL
• BRASS ELBOW
e BRASS STREET ELL, TYP
• BRICK STABILIZER
,l BRASS NIPPLE 6" MIN.
LENGTH
"' PVC SCH 40 TEE OR ELL
• PVC MAINLINE, DEPTH AS
REQUIRED
•36" MIN. LENGTH #4 REBAR STABILIZER ATTACH
W/ T'AfJ STAINLESS STEEL STRAPS
• COMPACTED SUB-GRADE
z
::.
,
SHRUB POP UP HEAD QUICK COUPLER C
6" ,
e POP UP BUBBLER HEAD WITH
PURPLE RECLAIMED SNAP CAP -/'--/
REFER TO LEGEND FOR / +-----------. 24"
SPECIRCATIONS _.-· i ,
• ~~~~ ~LLM~:~:,~u:cERS TO . . (;0• ••=••ii:" .<'.' ii ••i .i
HARDSCAPESURFACES t·· .. .-·2:F o
OR WALLS. ' If x a,
• FINISH GRADE
• MARLEX STREET ELL TYP.
•SCH. 80 PVC NIPPLE
•PVC LATERAL LINE -SIZE
AS
NOTED ON PLAN
• MARLEX STREET ELL
a..
<(
10' MINIMUM TO POTABLE MAINLINE IN STREET
NOTE:
• CURB/ GUTTER
♦ SIDEWALK
• METER BOX WITH
WATER METER
• POTABLE SERVICE
LINE
i ::;;
· ! RECLAIMED WATER
IRRIGATION
MAINLINE \MTH
SLEEVE
• SCH 40 PVC SxSxT TEE
OR ELBOW
VERTICLE CLEARANCE OF 12'' MINIMUM IS MANDATORY IM-IEN CROSSING PATH OF A POTABLE
WATER LINE. INSTALLATION OF RECLAIMED WATER IRRIGATION MAINLINE 24" FROM
FACE-OF-SIDEWALK WILL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM
POTABLE MAINLINE IN THE STREET
■
SHRUP POP-UP HEAD
POTABLE SERVICE
LINE CROSSING h
GENERAL NOTES
1. ALL MAIN LINE AND LATERAL LINE PIPING AND CONTROL WIRES UNDER PAVING SHALL BE INSTALLED IN SEPARATE SLEEVES MAIN
AND LATERAL LINE SLEEVES SHALL BE A MINIMUM OF TWICE (2X) THE DIAMETER OF THE PIPE TO BE SLEEVED. CONTROL WIRE
SLEEVES SHALL BE OF SUFFICIENT SIZE FOR THE REQUIRED NUMBER OF WIRES UNDER PAVING.
2. PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWING. NO SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL BE
PERMITTED, BUT SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED. ALL DAMAGED AND REJECTED PIPE SHALL BE REMOVED
FROM THE SITE AT THE TIME OF SAID REJECTION.
3 INSTALL ALL PIPING BETWEEN THE POINT OF CONNECTION AND THE RP. BACKFLOW DEVICE AS PER LOCAL CODES.
4. FINAL LOCATION OF THE AUTOMATIC CONTROLLER SHALL BE APPROVED BY BROOKFIELD HOMES AND THE LANDSCAPE
ARCHITECT PRIO'I TO INSTALLATION.
5. 117 VAC B..ECTRICAL POWER SOURCE AT CONTROLLER LOCATION SHALL BE PROVIDED BY BROOKFIELD HOMES. THE IRRIGATION
CONTRACTOR SHALL MAKE THE FINAL CONNECTION FROM THE ELECTRICAL SOURCE TO THE CONTROLLER.
6. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE UNLESS OTHERWISE SPECIFIED.
7. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH
MINIMAL OVERSPRA Y ONTO WALKS, STREETS, WALLS, ETC.
8. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC, SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY
AND SHALL BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE.
9. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO BECOME FAMILIAR WITH ALL GRADE DIFFERENCES, LOCATION OF
WALLS, RETAINING WALLS, STRUCTURES AND UTILITIES. THE IRRIGATION CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS
DAMAGED BY THEIR WORK. 'MJRK SHALL BE COORDINATED WITH OTHER CONTRACTORS FOR THE LOCATION AND INSTALLATION OF
PIPE SLEEVES THROUGH WALL, UNDER ROADWAYS AND PAVING, ETC.
10. THE SPRINKLER SYSTEM DESIGN IS BASED ON A MINIMUM OPERATING PRESSURE AS SHOWN ON THE RESPECTIVE POINT OF
CONNECTION NOTES. CONTRACTOR SHALL VERIFY WATER PRESSURES PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCES
BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF
CONNECTION TO THE OWNER'S AUTHORIZED REPRESENTATIVE
11. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WI-JEN IT IS OBVIOUS IN THE FIELD THAT
UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGi-iT NOT HAVE BEEN
CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE
OWIIER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED. THE IRRIGATION CONTRACTOR
SHALL ASSUME FULL RESPONSIBIUTY FOR ANY REVISIONS NECESSARY.
12. ALL SPRINKLER EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER MANUFACTURER'S
RECOMMENDATIONS AND SPECIFICATIONS.
13 THE IRRIGATION CONTRACTOR SHALL INSTALL VALCON 50CQ SERIES ADVS (ANTI DRAIN VALVES) ON ALL HEADS IN AREAS WHERE
FINISH GRADE EXCEEDS 4:1, WHERE POST VALVE SHUT-OFF DRAINING OF THE IRRIGATION HEAD OCCURS OR AS DIRECTED BY THE
OWNER'S AUTHORIZED REPRESENTATIVE.
14. THE CONTRACTOR SHALL PROVIDE REDUCED RADIUS ARC PLATES OR SPRAY RADIUS ADJUSTING STRAINERS ( PER ATTACHED
LEGEND) AS NECESSARY TO REDUCE OR ELIMINATE OVERSPRAY ONTO STREETS, WALKS OR OTHER AREAS AS DIRECTED BY THE
OWNER'S AUTHORIZED REPRESENTATIVE.
15. INSTALL POPUPS WITH IN 10 FEET OF ANY PEDESTRIAN USE (UNLESS HEADS ARE LOCATED WITH IN 4 INCHES OF A WALL).
16. REFER TO THE IRRIGATION SPECIFICATIONS AND THE RULES AND REGULATIONS FOR NON-DOMESTIC WATER SERVICE BY THE
CITY OF CARLSBAD FOR ADDITIONAL INFORMATION.
-
eFINISH GRAPE
eCONTROL WIRES WITH
24" EXPANSION COIL
•scOTCH-LOC WIRE
CONNECTORS (OR EQUAL)
•MASTER VALVE SEE LEGEND
FOR TYPE
• SCH. 80 PVC TO.E. NIPPLE
♦ T. CHRISTY PURPLE
RECLAIMED WATER TAG
• 1 CU. FT. PEA GRAVEL
e8" COMMON
BRICK
SUPPORT
BRASS ELBOW, •
TYP.
MIN. 3' BRASS •
NIPPLE
WATTS Tl7 BRONZE
WYE STRAINER W/ •
40 MESH SCREEN
BRASS •
RISER
BRASS •
ELBOW
PVC MAINLINE e
FINISH GRADE
BRASS UNION •
• SCH. 40 PVC MALE
ADAPTER
• 1 CU. FT. CONC. THRUST BLOCKS.
WRAP PIPES WITH 10 MIL TAPE.
COMPACT SUB-GRADE TO 90% PRIOR
TO POUR
---,.---""-7rr...:..:.:..::::::.:..:::;.::.::;:::;;..
\ -
•BRASS GATE VALVE, SEE
l.EGEN D FOR TYPE
•T. CHRISTY PURPLE
RECLAIMED WATER TAG
•SCH. 80 T.O.E. NIPPLE, TYP.
• PRESSURE MAINLINE -DEPTH
AS REQUIRED
•BRICK STABILIZER
•COMPACTED SUB-GRADE
eTO POINT OF CONNECTION PVC M~INUNE • NOTE:
• 3/4 CU FT CRUSHED ROUNDED
GRAVEL
MASTER VALVE
,
,
•SHRUB ADAPTER WITH SPRAY
NOZZLE -REFER TO LEGEND
FOR SPECIFICATIONS
• INSTALL PER CMV..O
STANDARD ORA WING /IW-20.
R.P. BACKFLOW
• 10' BOLT LOCKING
PURPLE PLASTIC
CIRCULAR VALVE BOX
a GATE VALVES UP TO 2" DIA SHALL
HA VE MALLEABLE IRON TEE HANDLES.
VALVES LARGER THAN 2" SHALL HAVE
SQUARE OPERATING NUTS.
GATE VALVE
1" IN TURF e PlJ RPLE, BOLT LOCKING
__ ,_1_-1_12"--<IN1r;,=~--=~Rcc;U=BS=====-""""""'=',,· ---,-r,:..Fl~N:::;IS::,.H:.:G;::R.::.A=DE :~Rs:'.~~L~i~;
•T. CHRISTY'S RECLAIMED
WATER STICKER FINISH GRADE (HEAT BRAND 'GV') ------r---,,,.~---,1---..;..;=,;.;;;_~
ON TOP OF COVER
•T CHRISTY PURPLE
RECLAIMED WATER TAG eNOTE: ALL SPRAY HEADS
ADJACENT TO TRAFFIC AREAS
SHALL BE POP-UP BODIES
•FINISH GRADE
•SCH. 80 PVC RISER
•scH. 40 PVC ELL
eMARLEX STREET ELL TYP
eKBI (OR EQUAL) ADV IN SWING
ASSEMBLY WHEN NECESSARY
ePVC LATERAL LINE· SIZE AS
NOTED ON PLAN
eMARLEX STREET ELL
eSCH. 40 PVC SxSxT TEE
OR ELBOW
a:::a
•scH. 60 UNION
•3" SCH. 80 NIPPLE
• PRESSURE REGULATOR -
SEE LEGEND
• SCH 40 PVC MALE ADAPTER
• PVC MAI NU NE
DEPTH AS REQUIRED
• BRICK STABILIZER
• 1 CU. FT. PEA GRAVEL --
• =NTROL WIRES WITH
24' EXPANSION COIL
•scorcH-LOC WIRE
=NNECTORS (OR EQUAL)
•AUTOMATIC VALVE
SEE LEGEND RJR TYPE
-• 3" SCH. 80 NIPPLE
• SCH 80 UNION -• 6" COMMON BRICK
L----.~-7 SUPPORT
eCOMPACTED PRESSURE MAIN LINE
SUB-GRADE ( ·~~~"'-1.... ___ __J----~
Cl) ·-> G) a:
SPRAY ON RISER PRESSURE REGULATOR AUTOMATIC VALVE
IRRIGATION LEGEND
SYM80L DESCRIPTION MANUFACTURER MODEL NUMBER FLOW RATE (GPM)
'-' 'ii 9 Shrub Pop Up Spray " ~ {, Shrub Pop Up Spray
y \}¢' Shrub Pop Up Spray
V V 'v Shrub Spray on Riser
-~, <~> V Shrub Spray on Riser v {;H;;, Shrub Spray o~ Riser
• Bubbler Pop Up
OJ Shrub Pop Up Spray
o:l= Shrub Pop Up Spray
•
HALF THIRD QTR.
RAINBIRD 1812 SAM-PAS 8 H,Q-PCS-040,030,020 040 0.30
RAINBIRD 1812 SAM-PAS 10 H,Q 0.80 0.50
RAINBIRD 1812 SAM-PRS-12 H, T, Q 1.30 0.90
RAINBIRD PASS-PAS 8 H,Q-PCS-040,030,020 0.40 030
RAINBIRD PASS-PAS 10 F,H,Q 0.80 0.50
RAINBIRD PASS-PRS-12 F, H, T, Q 1.30 0.90
RAINBIRD 1806 SAM-PAS 5 F-B-PCS 030 0.30
RAINBIRD 1812 SAM-PRS-6-VAN
RAINBIRO 1812 SAM-PRS-12-VAN
IRRIGATION LEGEND
IRRIGATION WATER METER -SEE POINT Of CONNECTION NOTE
ELECTRICAL POINT Of CONNECTION -SEE CONTROLLER NOTE
0.20
0.40
0.65
0.20
040
0.65
0.37
065
RAD. PSI
5' 30
10' 30
12' 30
5' 30
1a 30
12' 30
BUBL 30
5' 30
12' 30
NIBCO T-113 BRASS GATE VALVE IN A PURPLE CARSON 910B VALVE eox
WATTS909SR.P. BACKFLOWPREVENTOR WITH A WATTS 777 40 MESH STRAINER
WILKINS 600 HLR PRESSURE REGULATOR -SEE PLAN FOR SETTING
GRISWOLD 2250 FUSION BONDED EPOXY COATI:D MASTER P. REG~URGE VALVE -
SIZE PER PLAN
RAINBIRD EFB-CP AUTOMATIC CONTROL VAL VE -SEE PLAN FOR SIZE
NELSON 7645 RECLAIMED QUICK COUPLER IN A CARSON 910B PURPLE BOX
RAINBIRD ESP-MC AUTOMATIC CONTROLLER NA PACIFIC TECHNICAL SERVICES
ENCLOSURE WITH RSE RAIN SHUTOFF DEVICE UNIT SEE PLAN FOR STATION
COUNT AND MODEL NO.
• -----• PURPLE SCH. 40 PVC MAINLINE FOR SIZES 1-1/2" AND SMALILER -BURIED 211"
PURPLE CLASS 200 LATERAL LINE -BURIED 12" •
======, PVC SLEEVES
SCH. 40 PVC WITH 18" COVER UNDER PEDESTRIAN PAVING
SCH. 80 PVC WITH 30" COVER UNOER VEHICULAR PAVING
PIPE AND WIRE SLEEVES· SIZE PER PLAN
NOTE: ALL VALVE eoxes TO BE CARSON 1419-13B OR 910.;iB PURPLE AND
LOCKABLE BOXES FOR USE WITH RECLAIMED WATER.
f:r ___ : DENOTES VALVE STATION NUMBER
~ = DENOTESVALVESIZE
DENOTES VALVE DEMAND IN GPM
r •. .. ·····;,,·-·
,
~·~~:T~ONW
NOTE:
ALL RECLAIMED WATER IRRIGATION PIPE AND SLEEVES
SHALL BE PURPLE AND LABLED AS SPECIFIED IN:
STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION
SYSTEMS
CARLSBAD RECLAMATION RULES AND REGULATIONS
FOR CONSTRUCTION OF RECLAIMED WATER MAINS,
OCTOBER 1993
• STREET SURFACE
• POTABLE MAINLINE
(SEE CIVIL ENGINEERS
STREETIMPROVEMENT PLANS)
• SLEEVE
• CONTROL WIRE BUNDLE IN A
SCH 40 SLEEVE -SEE PLAN
FOR SLIEEVE SIZE
• RECLAIMED WATER
IRRIGATION MAINLINE
ALL SLEEVES TO EXTEND 12''
BEYOND HARDSCAPE SURFACE
ALL PIPE, LATERALS AND MAINLINE
SHALL BE SLEEVED UNDER
VEHICULAR AND PEDESTRIAN PAVING
CONTRACTOR SHALL COORDINATE
ALL SLEEVING WITH HARDSCAPE
CONTRACTOR PRIOR TO FORMING TO
ENSURE SLEEVES ARE SET
PIPES UNDER PAVING
0A TE INITIAL
8'1GIINEER OF WOR REVISION DESCRIPTION DATE NTIAL
CITY OF APPROVAL
~ ~ CITY OF CARLSBAD
PLANNING DEPARTMENT
AVIARA MONUMENTATION
AT BATIQUITOS DRIVE
ASSISTANT PANNING OIRl:CTOR
1~~ROVED QlillkJ /}?W,p . -
OWN BY: ·-..
CHKO BY: D. G.IDDENS
RVWDBY:
PRO-!!'CT NO.
CT 90-31
~ ~
CMWD JOB# 94-509
0
M
LO
0 s: a:
SCOPE
CMWD reclaimed water rrngation specifications take precedence over these specrtications.
Furnish all materials, equipment, services, supervision, transportation and labor necessary to perform all irriqat1on
work complete ,rcluding the following:
Drawings and Specifications, Seirvice Manuals, Record Drawings, Loose Equipment, Guarantee, Materials and
Installation
L DRAWi.NG$ AND SPECIFICAIIO.N.S;
A The intent of the Drawings and Specifications is to indicate and specify a complete and eff<0ient irrigation
system ready for use in accordance wrth the manLJfacturers recommendations and meeting wrth the approval of
the Landscape Architect without further cost of labor and material to the Owner
B Plot dimensions are approximate. Before proceeding with any work the Contractor shall carefully check and
verify all dimensions and shall report any variations to the Owner
C. Que to the scale of the Drawings, ii 1s not poos1bte to 1nd<0ale all offsets, fillings. etc which may be required
The Contractor shall carefully investigate the structural and finished condi11C<1s affecting all the work, and plan
the work ac(',.ordingly, furnishirg s1..XJh fittings, etc. as may ~ required to meet such conditions. Drawings are
generally diagrammatKJ and indicative of the work to be installed. The work shall be 1nsta1led 1n the most direct
and workmanlike manner, so that conflicts between irngat1on systems. planting and archrtectural features w,1, be
avoided
2. SERVICE.MAfil.lALS
Conrtractor shall furnish two (2) servioe manuals to the Owner Manuals may be loose leaf and shall contain
complete drawings of a.II equipmant installed showitl3 corr1ponents and catalog numbers togethe1 with the
rnanufocturers name ard address Additional sheets shall c.ovBr operation instructions sirnple enough to be
understood witho,J specialized koowledge
3. RECORD DRAWINGS
Contractor shall prccure from the owner a sepia mylar ot the 1mgat1on layout and mark the exact "as bui~"
arrangement including lccations of all equipment installed. Locations shall be shown by the triangular system of
measurements from easily identified permanent features such as irrigation heads, buildings and walks. The "as
built'' drawings shall be drafted employing a competent draftsman. After final inspection and before final
payment. the mylar shall be delivered to the Owner
,l..LQOSE.EQUIPMENT
Loose irrigation equipment, oparaling keys and spare parts will be furnished by the Contractor in quantities as
shown on plans or in specifications.
5 •... GU.ABA.NIEE
A. The entire irrigation system shall be unconditionally guaranteed b',' the Contractor as to material and
workmanship, including settling of backf1lled arees below grade for a penod ot one (1) year following the date of
final acoeptance of the work
B. If. within Ofle year tram the date of completion. settlement oocurs, and adjustments in pipes, valves and
irrigation heads or paving is necessary to bring the system paving to the proper level of the perrnane11t grades,
the Contractor, as part ot the work under his Contract. shall make all adjustments withcut extra =st to tee
Owner. including the restcration of all damaged planting, pavir'9 or other improvements of any kind
C Should any operational diffKJulties in connection with the irrigation system develop willh1n the specified
guarantee period whch in the opinion of tt1e Owner may be due to 1nfenor material and/or workmanship, said
difficulties shall be immediately corrected by the Contractor to the satisfaction of the Owner at no addrt.,nal oost
to the Owner, including any and all other damage caused by sUGh defects
!i, WATER .MANAGEMENT
A. The irrigation system shall be installed with the focus of water conservation -achieving maximum plant health
and aesthetic while minimizing water consurnption.
B. There shall be oo overspray onto walks, buildings, walls, streets, or as directed by the owners authorized
re presentat1ve
C The comractor shall notify the irngatron oos1gner 48 hours prior to finish of the
coverage walk-through C',ontractor shall take all responsibilrty for improper system
irrigation designer not be notified prior to plant installation
irrigation sy~iem for a
coverage should the
D Prior to official turnover of the maintenance contract, the contractor shall contract a certified water auditor to
perform a water distribution test ,n all turt areas Copies of test data shall be delivered to the OWner and the
Landscape Architect
A. Pipe and Fittings
(1)Brass
Brass pipe shall be IPS standard weight 85% Red Brass. FIiiings shall be wtth standard 125-pound cast brmze
threeded fittings.
(2) PVC Condurt
Pipe that IS used for control wires shall be PVC condurt Schedule A, Type 2110. All wrres under paving shall be
installed in PVC conduit
(3) PVC High Impact Pipe· Cell Class 1245413 (PVC schedule 40 & 80)
a Pipe shall conform to ASTM Standard D1785 Cell Class 12454B and ASTM 02241
b Pipe sha.11 be marked at intervals not to exceed 5' with the following informatim: Manufacturer's name.
nom,nal pipe size, PVC type and cell class (i.e., 12454B), schedule, NSF approval
d. PVC SChedule 40 shall not be threaded
e. Fittings shall be PVC Schedule 40 ASTM Q-1784, 2466, Cell Class 12454B, NSF approved.
(4) PVC Pressure Rated Pipe -Cell Class 124548 (PVC Class, 200, & 315 and PVC Schedule 40)
a Pipe shall conform to ASTM Standard D 1785 Cell Class 124548 and ASTM 0-224 1
b. Pipe shall be marked at intervals not to exceed 5' with the fOllowing intormat,oo: Manufacturer's name,
nominal pipe size, PVC type and oell class (i.e., 12454B), schedule, NSF approval.
c PVC SChedule 40 shall not be threaded
d Fittings shall bs PVC Schedule 40, ASTM 0-1784, 2466, Cell Class 124154B, NSF approved.
(5) All PVC pipe shall be purple Alerttine, or approved equal. and shall conform to the CITY OF CARLSBAD
Rules and Regulations for Non-Domestic Wa!~r Servics
f Solvent shall tJe 27?1 series IPS-Welo on low volatile blue glue with P68,70 primer or approved equal. Glue
and primer as rnanfuactured by IPS VVeld--on. Gardena. California or approved equal
g Caution shall be utilized 1n handling Type I pipe due to the poss1bihty of cracking or of splitting when dropped
or handled carelessly
h When connection is plastic to rootal, male adapters shall be used. The male adapter shall be hand lightened.
plus one tum with a strap wrerch Joint compound shall be ?enmatex Type I I
(c) Gasket Seal PVC Pipe
a All pipe indicated on llhe wot1<1ng drawings, shall be Class 160 PWPIPE pipe wrth TwinSeal gasket type toints
b All ga,sket joints shall be sealed with double rubber ring ""8ls as provided by the manufacturer Pipe ssal
rna.terial shall confcrm to ASTM F477 A!! pipe joints shall provide for expansion and contraction
c Thr1.Jsl blocks stiall be provided as required tor proper anchorage and durability of the gasket pipe
B Sprinkler Heads
Sprinkler heads sh.all be as shown on plan or approved equal with reclaimed water snap caps or rubbler tops
C Valves
,1) Rem<01e (',ontrOI Valves -Electric remote control valves shall be as shown on plan or approved equal with
8urple reclrumed water taqs
(2) Gate Valves -Approved gate valv68 shall be: Hammorx::J
IB·645, Nibco T-113 or approved equal with purple reclaimed waler tags
(3) Quick Coupling Valves
Quick coupling valvBs shall be as iOOicated on Pl.0.n and shall be installed in a 6"-8" diameter valve box Alternate
material may be submitted for approval All quick coupling valve keys and hcse swivels shall be Of same
manufacturer as the quick couplers. Quick couplers shall be lockable, have a purple cap, and ACME thread for
reclaimed water use
D Automatic Controllers
Automatic controllers shall be as shown on Plans and Details
E Stainless Steel Er...-::::losures
Stainless Steel Enclosures and hardware used in installation of the enclosure shall be manLJfactured with 100%
Sta1riloss steel Er-closure shall be i::i.s shown on Plans and Details.
I'. Cmtrol Wre for RCll's
All wiring to be used for connec--ting the automatic contrOller to the e1ectncal solenoid actuated by remote control
valve shall be Typa UF-600V,solid copper. PVC 1nsulat1on. single conductor, UL approved underground feeder
cable. leach pilot or "ho1" wire shall be color coded with the oomm<Xl wire being white only Minimum 14 gauge
G Valve Boxes
All remote control valves, ga:te valves, quick couplers, pressure regulators. and pressure relief valves shall be
,ns:alled ,n purple valve bcxes as shown in details, complete with l=king covers All shall be CARSON a-
approved equal. aM shall be mat1<ed "RC\/'' wrth statiC<l numbers for cortrol valves, "GV', "OCV', "PR\/'', "PR"
respectively heat branded in I" high letters on valve cover by Contractor.
H Basket strainer unit
The basket strainer urnts shall be Hayward 72 sinplex wrth 80 rr16sh stainless steel screen and be tagged with a
purple reclaimed water tag
B.~ ... JNSIALLA IION
A Trenching
(1) E><cavatton shall be open vertical construcbon sufficiently wide to provide free working sP3-ce arourd the wcrk
installed and to provide ample space for backiilling and compaciirr:;J.
(2) TrerK:hes for pipe shall be cut to required graoo lines and trench bottom shall be compacted to provide an
accurate grade and uniform bearing for the full length of the line.
(3) When two (2) p1oos are to be placed in the same trench, a 6'' space shall be maimained between pioes.
( 4) low voltage control wires shal I be buried under the mainline as shown on the plans.
B. Backflll1ng
(1) Backfill material shall be approv6d soil Unsuitable material including clods and rocks over 1" 1n size shall be
removed 'rorn the prem--,es and disposed of legally at no cost to the Owner
(2) Ail backfilling st1all be done carefully and shall be properly compacted. All trenches at toe of slope conditions
shall be inspected by the project soils engineBr for proper compaction
(3) Depth of trenches shall be sufficient to provide a minimum cover abcve the top of the pipe as follows:
12" over PVC non-pressure lateral lines
18" over PVC non-pressure lateral lines for rotor system
241' over P\118 main under pressure i:or pipe 2'' and under
24" over PVC main under pressure for 2 ·1r2" aOO over
C. PVC Pipe
(1) PVC pipe shall be installed in a manner which will provide for expansion and contractk'.>n as recommended by
the pipe manufacturer.
(2) All plastic to metal joints shall be made w~h plastic male adapters.
(3) The joints shall be allowed to set at least 24 hours, or as recommended by the solvem manufacturer before
pressure is applied to lhe system on PVC pipe.
(4) Aft.er all new irrigation piping and risers a.re in plac;;e and connected, all necessary work has been completed
and prior to the installation of irrigation heads, control valves s:haU be opened and a full head of water used to
flush out the system Alter the system is thoroughly flushed, risers shall be capped off and the system pressure
tested
(5) Irrigation lines shall be t""1ed in place before backfilling for a period of not less than one (1) hour, and shall
show no leakage or loss of pr6ssure. During the test period, minimum test pressure at the highest point of the
section being tested, shall be 150 pounds per square inch
(6) At the conclus,on of the pressure test, the head shall be installed and tested for operation in accordance with
design requirements under normal operating pressure Contractor shall vBrify head pressures with pitot tube and
adjust control valves to correspond with design pressure.
D. Sprinklers
(1) All nozzles on stationary pop-up sprinklers shall be lightened after installation. all sprinklers having an
adjustment stem shall be adjusted on the lateral line for the proper radius as to avoid overspray onto bt.Jt not
r,mrted to, walKways, walls, fences, roedways, or as directed by the owners authorized representative.
(2) Sprinkler heads and risers shall be installed according to details
(3) All spnnkler heads with a 1/2" or 3/4" inlets shall utilize Marlex street ells in the swing joint assemblies. All
sprinklers with 1" or larger shall utilize Sch. 40 street errs All threaded SCh. 40 connecbons shall be wrapped with
teflon tape
E. Valves
(1) Remote control valves shall be adjusted so that the most remcte 1mgat1on heads operate at the pressure
recommended by the head manuracturer shewn on the plan. Remote contrOI valves shall be adjusted so the
maximum uniformity and d1stnbutiC<1 of water is applied by the ,mgallon heeds to the planting areas lor each
individual valve system
(2) Valves shall be the full size Of the line in which they are installed unless ofherwrse 1nd<0aled.
(3) Quick coupling valves shall be set approximately 12" from walks, curbs, headerbcards, or paved areas where
applicable All Quick coupling valves shall be placed in shrub planter beds, where poosibte AH valves shall be
placed In 6" -8" round valve boxes as manufactured by Garson, or approved equal
F. Valve Boxes
(1) Valve boxes shall be set one inch (1") above the designated finish grade in lawn areas and two inches (2'')
abOve finish grade 1n ground cover areas.
(2) Valve boxes installed near walks. curbs. headerboards, and paving shall abut those items The top surface
shall be flush with ,terns listed above
G. Automatic Controller Location and lnstallaVon
(t) The automatic controller shall be installed at the approximate locatiorl shown on the plan.
(2) All local and other appicable cooes shall take precedence in connecting the 117 VAC electrical service lO lhe
controller. Owner shall provide power to controller. Comraclor shall complete hook-up to comroller.
(3) There shall be adequate coverage Of earth (18" minimum) over the 24 volt control wire Install wire ,n trenKOh
and tape to mainlines on bottom ot pipe at 1 Q-foot intervals
(4) Controller shall be properly grounded With a 314" x 96" copper clad ground rod and brass ground rod clamp
H. control Wre
(1) All electrical aquipm,nt and wiring shall comply with local and state codes and be installed by those skilled
and licensed in the trade
(2) Connect1rg and spttcing of tow vottage wire at the valves or in the field shall be made using a 3M water tight
connector or equal.
I. Basket strainer units
The basket strainer units shall be installed as shown on Plans and Details
J. Inspection by CITY OF CARLSBAD
Comractor shall nct11y Jlhe CITY OF CARLSBAD 48 Hours pror to malnline inspection
for pressure test. Pressure test shall cor1s1st of testing mainline to 150 lbs for four hours Test shall be completed
with the city inspector present
CONTRACTOR SHALL COORDINATE. AU. OTHER w::>RK PER MANUAL, TO BE INSPlcCTEQ WITti HiEc urrv INSPECTOR
8. PREVENTATIVE MAINTENANCE FOR CONTROLLERS
Depending on the severi1y of the env1ro7rnent, the below procedures shall be followed two (2) to six (6) times a
year, with pa:rtici.J!ar ~1ttentio'1 to discourage spiders, ants, snails, slugs. bugs, rodents, or insects Of ar,y kind from
access to controller
A Use a &.otch 1619 electnc:al contact cleaner or equal; spray all knobs; operate or rotate them to clear any
corrosion or debris which has accumulated Any non .. -oil base electrical contact cleaner is sufficient. Do not use
a W0-·40 type deaner
B. Spray and/or cr~ean bet\lnd face plate or panel. removing all ir1sects, dust, dirt, etc
C Use a pest stnp or insecticide lo keep out spiders, ants. bugs, etc
D. Use a rodent chemical i~ me pedestal to keep out miOe. etc.
E. Seal off any e:-cterior openings w~1ere insects. snails, slugs, bugs, or moisture car. enter the oontroller cabinet.
1/vtiere valve wires enter the cabinet, tr-,e use of a sill(';one-type gel is an excellent method of preventing pests
from entering and helps keep nioi~1ure out
f-Use slug and snail bait around the outside ot the pedestal
G Make sure weather stripping 1ns1de cabinet door is tight to prevent leakage irrto the controller from irrigation
overspray ~r ram. Replace a.s needed.
tl. 1--'rever,t dust. dirt. arid water overspray trom getting into controllers during and after constrL.Ction by keeping
the joor closed at all times t:~xcept when prcgrarnrning a unit.
I Inspect the valve wires whK;h are attached to the tern1ina1 strip inside contrOller to be sure they are snug and
properly mat1<ed
J. C'-0ntrollers should be o~rated and visually inspected a.t least once a week.
K. Cor1trollers and valves should be operated once per week even in winter for just a few seconds to keep
corrosion from building up on the contacts or wafer switches and to keep valve parts moving freely
L Proper A.C input vottage 1s to be mainta1:1ed to the controllers at all times
M All hinges, locks, knohs, switches should be tightened a.s necessary
Cl.I C:
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~ ~ CITY OF CARLSBAD
PLANNING DEPARTMENT
AVIARA MONUMENTATION
AT 8ATIOUITOS DRIVE
APPROVED Cfu-0 t,eG..£,_
ASSISTANT PLANNING DIRECIDR
RW0530
l-f-7-q13
·····--·"-DAT!:'.
REVISION DESCRIPTION DATE HtTIAL
cnv OF APP~AL
DWNSY:
CHKD BY:
RVWD SY:
PROJECT NO. II DRAWING NO. I
._____
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-----------
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ADDITIONAL PLANT MAT.ER IA Ii NOTE··.·.
CONTF1ACTOR SIIAll INCLUDE IN HIS DID THE FOLLOWING
ADDITIONAL PLl\NT MATERIAL TO BE SELECTED AND SPOTTED
BY TII[ LANDSCAPE ARCHITECT OR OWNER. THF CONTRACTOR
SHAU cr,r:DIT THE OWNER f'Oll ANY PLANT MAIERIAL TIIAT IIAS
NOT flf'I-N USED IN THE INS: ALLATION Tl IAT IS PART OF THIS l lST
QUANTITIES PER ~~TJ21'
1 -24· □ox TH!+
2 -15 GALLON VINFS / 1-:S1°ALIER
5 -15 GALLON SHHLJ8$
10 -5 Gi\l l.,ON SHH U [)$
10 1 GALLON Si IRllllS in,, ,i, 1, fhF.0 f'l'--l ~J IJts-1 . C4.cµ'.... I f-.i F' U L-l. ic':=k'.'"/4i
TREE LEGEND
AR Ar<::C.:!Slrum rormr,oftianur~·1 Ouc,:,n Paln1
Ctapc Myr11o
Paper Bark Tree
Rrown trur1k
Stcndard & ,"1atched
Mul1i Granch
! M La:;ers1roernia muskoqcc
MO Me!aleuGa quinquc:nervia
BOT ANICALNAME
HS kougJ.i11vill,~r.1, "Sr.111 D:eqo lkd"
(1
PJ
C.Jl:iandra ir1Hi·:q1iilatcl"J
Panct.Jrna _;asrni~1oidi.?.S
VINE LEGEND
COMMON NAME
Houqainvil!ca
Pirik Po·Ner Puff
90Vli;( Vinci
REMARKS
!-spalicr
Fspalier
Stake
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GROUNDCOVER 1---------
APPROVED FOR
--PLANTING
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INCLUDING PRECISE
LOCATION OF PLANTING
AREAS
Underground Scirvice Alert
Call:TOLL FREE
-·1-aoo
422-4133
nvo WORKING l)J. y:; nEFon E YOU t)IG ~----------------------~~=--=-=----·-=--------~
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SCALE 118"=1'-0"
CITY OF CARLSBAD
PLANNING DEP ART111ENT
BELLA LAGO ENTRY
MONUMENT A TION
AT SHOREBIRD LANE
t--+--lt---------+--+--' i APPROVED[!~ (k(p~
t--+---+-------------11---+---H:k if !•ASSISTANT PLANNltG DIRECTI>R
t-;;~+,;:;;;-:::+-----------~1-::-::o::e-+::::::'!':'-il'N •DWl'I BY: ----1 PROJECT NO.
DATE INTIAL Rev1sioN cEscRt?TION ""Tic IMTIAL •• cHKo BY,--·-v"T "'l?-~'
(JINEEFI OF WO arv OF APPROVAL .' \ RVWD BY:
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l.M Lagerslroemia muskogee
MO Melaleuca quinquenervia
BS
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Bougainvillea, "San 0iego Red"
Calliandra inacquilatcra
Pandorca jasminoidcs
TREE LEGEND
Queen Pal;n
Crape Myrtle
Paper Rark Tree
Grown trunk
Standard & Matched
Multi 8,ancl~
VINE LEGEND
Bougainvillea
Pink Power Puff
Bower Vine
'REMARKS,
Fspalier
Fspalior
Stake
GROUNDCOVER
SOIL AMENDMENTS :;~~:10 PURPOSES
t,'I "!HIS nMg_ A PLANT surrABIL.FY TEST HAS NOT EEEN 08:TAIN[D. "CHI;
COtrRAGrO."l. S1"AL.L BE RESPONSIBLE FOR H1VING THE SO!L ri;:sri;:o FOR
T!IE IMMEDIATE AREA OF n!!, WOAK. GONT!-lAC:TOR SJ-IA,LL Pf10''1'1DE T)IE
LM:D~CAPE ARCIIITECT WITH A COi'',' OF' ';'HE HlcPQRT PflJQR TO STAFiT
QF CONSTllUCTION. *
!Ht; f◊.lL0.'1.Yltl~_DTIIFtUS AfF f'ElOY'PfD FOR Ril.£.1..1.A:.f'.0.$:,E:;Ulli.J..I
IF· SJl'lFA'.:;E SOIL COMPACTlrn-; !!,\~ Occ,:u,1r:D. !O T'·~E E);'.TEl\'T POSSIBL,E
Al._ "1\1,:A.;; TO tJE. LANDSCAf"CO 51101.Jl.[) flt" C;f-lc;:-;:-; l\11-'Pf:O OR OTi'IE!lW'SEc
1-.'.lil iUflF ANO G!lOLJN["; COV]:!l f-'l,AN'11MC3. lHE FOLLOWING AMGNOtAEN! S
~;r-1(.:·ULL'. !.IE Ul\'IFORMl.Y [)f-.O1.flCAS"f Ahl[) !HOflOUGHLY INCORPORATE[.' ··o
A ~-l.'tf' n' BY /...![ANS or-ROTOTII I Fl-\ ( )1-l tOIJAL
1~/.:!.~\INJ/ j 000 "",QI IAi"'.L[[[T
G CU "fl'; NI i H-:_x.;1:::i-; S" AEJILIZED 0/lG/\'JI(: AMr,Nf)MEN I
~lf:isl\'!:(l rl\OM i\EDWCOO, fill 0;1 ,~'-JA::i $t.W0Ui>l
1:,1,li:~.1?-12·12COMMCHCIA: F!'RTII i'.i".f~
JO I fll-i ~'..lll :,u~FEI!
;·,(;il L f;:~. ,~(,:;1;1qJL IU/1/,L CYr2U~\
c·,.rJC[ SOil SUI Ff'fl 1:'; 1r,·c_;Llllil:::D I/J HIE f"f'\CF'L/\,'ff PROGRAM (;M'l.:C ~HOULD
llC TAKEI\ IN ()fl[)~.:\ )(.I ,N'.-il_lflt l HAT AL_ AMCNDMJ'tHS AR~ ~-H\1HQJ:J/-'LY
11'(0Jl!'On!\rc:o TU T!lf: D1"/.J'rH ~:1-'f:<;:1;=:Eo
T/1[ 1'111(:!<f'll.l Ml)( 1-01\ USE AflOUNO TH[ .9;)CJ' BAI.I. OF {_:;QNT.O,INEfl C:Fl.OWN
T nc CS Al\'I) [;1 l,~I me; ~HOUW GC: rncrAfl[[) 11'.,; FOi 1,0\IV:~
Ei I-'-',;;;<: l)'( VOLVMC CfJ S;T[ s,:rn
~ 1-",\H r-:; tJY VOLi.iMC N!Tfl()Gf:N :~·J'J\!;!I,li'.~(l
()f'!(iANIC /l..'v!ENUM[NT
1 lfl 1?-1~-:~/'tJ\CV.Y'.).:irMIX
~ I f!I~. 1;\1)N :C'l.lU·AJE f'Efl 8U. Y:-J OF MIX
I fl~ 11\K.JV[ 1111\TCfllflL:"; :,H\it!l.l,l flt 11",0f1Q!JG, IL Y m.!:NOEcO PHICf! l'O USE FOil
r!i,CK~I! I, f-'I..Jf'!'OSES. ALSO, Tflr: lf'if:·N c;1,JL1-A TE ,'::,11.Jl'LO t!OT CCNTACl' Gl::MtNl
~-UilrAcr~ r-:OMI: c:e:.vc:;·\i:; iT/'IINING Wll l ()(;(;I/fl
ALL TREE PLANTED WITHIN FIVF. (>) FEET OF ANY HARDSCAPE, WALL,
FENCE, BUILDING, OR UTILITY SHALL BE PLANTED WITH A ROOT
BARRIER CONTRACTOR IS TO PROVIDE THE LANDSCAPE ARCHITECT
WITH SPECIFICATION OF PRODUCT PRIOR TO INSTALLATION PRIOR
TO ORDERING f!.ATERIAL.
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APPROVED FOR
PLANTING
Underground Service Alert
CONTRACTOR SHA~L INCLUDE IN HIS BID THE FOLLOWING
ADDITIONAL PLANT MATERIAL TO BE SELECTED /\ND SPOTTED
BY THE LANDSCAPE ARCHITECT OR OWNER, THE CONTRACTOR
SHALL CREDIT THE OWNER FOR ANY PLANT MATERIAL THAT HAS
NOT Bl:'EN USED IN THI:: INSTALLATION THAT IS PAFn OF THIS LIST
AND IRRIGATION ONLY,
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS
Coll:TOll FREE
--1 ~soo
'122~4133
nio WORKING"" Y:; nEFOllE YOU lJiG
QUANTITIES PER El--l:t-l2-)'.
1 -24" BCX TR[['
2 -15 GALLON VINES/ ESPALIE:R
5 -15 GALLON SI lRUclS
10 -5 GALLON Si !RUBS
10 -1 GAi ~ON SI-IRUElS -'/<>o-I .:sq"-)"N<.I U"'---ca-oP'--1 i-J r tJ Lt. ~ DA TE INITIAL
INEEROFWOR
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SCALE 118"=1 '-0"
CITY OF CARLSBAD
PLANNING DEPAITTIIIENT
BELLA LAGO ENTRY
MONUMENTATION
AT PELICAN STIIEET
1~PHOVED Ok fl2Caij}p
ASslSTANT PLANNING DIREC'TOR
OWNBY:,
Clll(D BY:
RVWDBY:
PROJECT NO.
uT 90-01
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APPROVED FOR
PLANTING
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INCLUDING PRECISE
LOCATION OF PLANTING
AREAS
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SHRUB LEGEND
::gcrANICAL NAME .
Agapant11us A "Uuctn Amie"
Bougainvillea, "LJ. Jciia"
3ouqainvillea,"fiaspb~rry Ice ..
Carissa G_ "Green C2rppf''
Hemerocallls sr. "?P.;1ch"
I lib:scus w!1ite winqs
Mora.ea iric'ioidus
Phormiurn T. ··Gold Sword" (Tl
Phoenix rocbelcr11i
Pharmiu:r1 r , ''Sundowner" ( 5 G')
Phormium willia:nsii ve:iricgata (6'}
Raphiolepis I "Claro"
Trachelospermurn jasr-;1inoides
1 l,i "-lof"" 1-1 '-.>IL\~'( ,-:;, l~J fiCOOf·
Lily of the Nile
La Jolla Bougainvillea
.~aspherry Ice Rouqa,nv1lle:·
Gref?11 Carpet Natal Plum
Peach llaylily
Wt1itc Wing Hibiscus
Africari Iris
Fl2x (yellow)
l1i9my OB.te Pa.l:n
1-leix (bronze green)
!-l~1x (green & yellow)
lnc:izin Hawthorne
Star Jd$rnirw
V/K f\e',r,u.JE Wl.,
O' 4' 8'
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SCALE 1J8"=1 '-0"
1--+--+-------------+---li----/!I•
CITY OF CARLSBAD
PLANNING OEPA!nl,IIENT
BELLA LAGO ENTRY
MONUMENT ATION :. l Jt---+---+-------------1----1,...._----llilJ
t--+--t------------+--li-----4lll ,:;;::;;:;::;:;=:;::;;:=================:
t-----t--+----------+---+--111) IAPPROVED C/vv0 __ 1e_~--
AT SHOREBIRD LANE
if-7" 98
.ABSISTANT PLANNING DIREClOR
1--;---;--------------+---1--+11; ~OWN BY=---I PROJECT NO,
.,.,TE INTIAL DATE ,,.111,L , , l(D sv, . .... c.-T Cfo -~ 1
llfNEEROFWO REVISION DESCRIPTION aTVoFAo,,aovAL i.'VWDBY, _______ _ ..
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SHRUB LEGEND
Agapanthus A "Queen Anne"
Bougainvillea, "La Jolla"
Bouga.invillea,"r:taspberry Ice··
Carissa G. "Green Carpel"
Hemerocallis sp. "Peacl1''
H1b!SC\..IS white wings
~1oracJ iridioides
Phormium T., "Gold Sword" (3')
Phoenix: roebelen:i
Pho:-mium T., "Sundowner" ( 5-6'}
Phormium willia.rn5ii variegata (6')
Rapl,iolepis I. "Clara"
Trache!ospcrmum jasmine ides
c ~I Gf'l=-M 011-\12-1","' 0.J.J ~F
Li!y of ,he Nile
La Jolla Bougainvillea
Raspberry Ice Bougainvillea
Green Carpet Natal Plum
Peach Daylily
White Wing Hibiscus
Airi:::;:m !ris
F!ax :ye;low)
?igmy Date Palm
Flo::ix (brom.e green)
Fl;J.x (green & yellow)
ln(Jiar. Hawt.1ome
StJ.r Jasmine
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AND IRRIGATION ONLY,
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS
DATE IMTIAL
INl;l;PI OF WOR REVISION DESCRIPTION
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DATE IPITIAL
CITY OF APPROVA .
o· 4' 8' 16' 24'
SCALE 118"=1 '--0"
OWNBY,
CITY OF CARLSBAD
PLANNING DEPARTMENT
BELLA LAGO ENTRY
MONUMENTATION
AT PELICAN STREET
PROJECT NO.
CHKD BY, __________ _ 6T9o-~I RVWDBY, --
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LANDSCAPE CONSTRUCTION
I. SCOPE
The scop<: of this section includes all labor, materials and equipment
required to complete the work indicated on the drawings. The work
shall be performed m accordance with the best Standards of practice
relating to the various trades. Work shall be performed under the
continuous supervision of a competent foreman. capable of intcrpret-
lDI, the drawings and these specifications.. The wotk. included in this
scction is as follows;
Finish grading for planting, soil preparation, fertilization. planting
including lawn, maintenance, inspection and certifications, guaran~
tees, clean-up, staking, guying, espaliedog. and miscellaneous al-
lowances.
2. APPROVALS
A. All sprinkler work shall be insp<:cted and approved pnor to
the start of any work.
B. Prior to excavation for planting or placing of sta.kes, locate
all utilitic$, electric cables, conduits, sprinkler lines~ beads.,
valves, valve control wires, and all utility lines s.o thal
proper precautions may be taken not to damage such
improvements. In the event of a conflict between such lines
and plant loc::uions, promptly notify the Landscape Architect
(L.A.) who shall arrange for relocation for one or the other.
Failure to follow this procedure places upon Contractor the
responsibility for, al his own expense, making any and all
repairs for damages: resulting from work hereunder.
3. QUANTITIES AND TYPES
Plant materials shall be furnished in the quantities and/or spacing as
shown or noted on the plans. They shall be of the species, kinds,
sizes~ etc., as symbolized a.nd/or described 1n the .. Plant Material
Legend".
4. YERlFICA TION OF DIMENSIONS AND QUANITTIES
Dimensions are approximate. Before proceeding with any wort,
Cont..ractot shall verify all dimens.ions and quantities and s.hall
immediately inform L.A. and Owner of any discrepancies
between the drawings and/or s.pecifications and actual
conditions.. No work: shall be done in ilny area where there is
such a discrepancy until apprnval for same has been given by
LA. and Owner.
5. INSPECTION
A. All inspections shall be made by L.A. and Owner. Contractor
shall request inspection at least two (2) days in advance of
the tim~ ~pection is required. 6tf11+-V~ .. ··· -t'\'Z p,jll-L-f-<.E.'~~5. f ''fl:2Eq r,e_:, i r<Lle,.T7,: l ~"NtF.j1,-.l£i Wt::· IP_ f '1'-KX' W:cfZK i ~ f'P<Ktp,2 ~/,
B. lnsp<:cUon will be required for the following parts of the
work:
( l) During finish grading and soil preparation.
(2) Plants, after delivery to site and prior to planting.
(3) When vines, shrubs, and trees are spotted for planting,
pnor to excavating planting holes.
( 4) Specimen trees at source, before delivery.
(5) Lawn areas prior to planting.
( 6) Planting areas pnor to planting.
(7) All landscape construction iterns, prior to the start of the 90-
calendar day maintenance period ("Final Inspection").
( 8) At completion of 90--calendar day maintenance period (Final
Maintenance Inspection").
( 9) Inspection report. shall be made for each inspection by the
L.A. and one copy shall be submitted to Owner and Contractor.
6. CFRTIFICA TION
Prior to job acceptance, written certifications shall be 1ubmiru:d io
the L.A. for the following:
A. Quantity and Quality of Commercial Fertilizer and Organic
Fertilizer.
B. Quantity and Quality of all Soil Amendments called for in the
soils report.
7. MATERLALS
Plant materials indicated on drawing• and herein specified shall con-
form to the following:
A. Nomcoc!atuce -Plant names indicaled on the: drawings
conform 10 the "Standard Plant Names· established by the
American Joint Committee on Horticulture, cxccpt ·for names
covered therein. the established custom of the nursery is
followed.
B. Condition • Plants shall be symmebical, typical for variety and
species. Plants shall be free from plan! disease, insect peslS, or
their eggs. and shall have healthy, normal root systems, well-
filling !heir containers, but IIOt to the point of being root l>ound.
Plants shall not be pruned prior to deli very, except as autho-
rized by L.A. or his representative. In no case shall trees be
topped.
C Pirneujon< -The height and spread of all plant material
shall be measured with branches m their normal position~
and sh,111 be as indicated on the drawings. The caliper of all
trees !hall be measured 4'~0" above the surface of the
ground. Where calip<:r or other dimensions of any plant
materials are amined frorn the •ptant Legend", it shall be
undentood !hat these plant materials shall be normal stock
for type listed.
U Inspecrjon -All plant materials m111t bavc been prey;ou,ly
inspected at the nunery by the County Horticultural
Dep ...... ~nt. Planis shall be subject to the inspectiou -
approval of the LA. or Owoc, before planting.
R PJanr I i•l -ls indicated on drawinp.
P. Size• of Plant! · Shall be as •t.ated on the Plan. Cont.ai_.
.iock (I gallon, :5 gallon, and t :5 gallon) shall have been
powu ia containers for al least oae (I) -,..: , but 110t ave,
two yean .
n Substitutions • Substinatioas for the indicated plant
materials will be permilted provided the substitute
materials are approved in advance by the L.A. The..,
substitutions shall be made at no additional cost to the
Owner. Except for authorized variations. all substitute plant
materials shall conform to the requirements of these
specific::uions. lf the accepted substitute materials a.re of
less value than those indicated or specified, the Contract
pr-ice will be adjusted in accordance with the provisions of
the conu-act.
R Plams Not Approved -Plants not approved are to be
removed from site immediately and replaced with suit.able
plants. The LA. and Owner reserve !he right to reject
entire lots of plants represented by defective samples.
8. FERTILIZERS AND SOIL CONDITIONERS
Samples of .all soil arnendments. lawn seed, hydromulch
componc:nts and plants shall be submitted for inspection and
stored on the site until furnishing of materials is. completed.
Delivery may begin upon approval, ·r ]j-f!~ f-L 'I:: · · '~f-.,!-'f"R:'(
fa~,--"'.',-;:, -rr:'-': "-fL/t-fMlc.-f.J1?µ7 !or-"";, ~ et,,-1<,::C/U,.. ,A.i-jt;:,
AN~i-Jc.:'rlt3t---lf? f7f 11-!e-u/f"'Y ft-Js~7Z?Fi-'
The following amendments are for bid purposes only, Consul!
soils analysis report for actual amendments to be used.
Cootractor is responsible for initiating a site soil analysis.
A. Organic feniliz~r s.hall be proc.e:ssed sewage :i.ludge with a
minimum content of l % nitrogen and 2':l. Pbosphon,s
,imilar to "Nitrohumu<". Method of processing shall not
destroy normal bacterial content.
B. Nitrogen stabilized sawdust shall contain the following
nitrogen content ba.sed on dry weight:
0.5% for Redwood Sawdust
0.7% for Fir Sawdust
1.0% for Bark or Pine Barie or Mixture
Salinity -The saturation extract conductivity •hall not exceed
3.5 millimhos / cm at 250C.
Commercial fertilizer s.halJ be delivered rn sacks with manufacturer's
label showing weight and analysis attached to each s.ack.
9. STAKING MATERIALS
A. Tree stiling ,hall be as per plan.
B. Ties for holding trees shall be as per plan.
10. GRADING AND SOIL PREPARATION
A. Contractor is to finish grade to within I/10th of a
foot or l" below paving where paving exists.
B. Moisture content -Soil •hall not be wQrl:ed when the
moisture content is so greal that-excessive co,rnpaction will
occur. Soil shall not be worl:c<l when it is so dry that du.,t
will form in the air or that clods will not break readily.
Water ,hall be applied if necessary to provide ideal
moisture content for tilling and for planting.
C Preliminary Grading -Preliminary Grading shall be done in
such a manner as to anticipate the finish grading. Excess
soil shall be removed or redistributed before application of
soil amendments.
n Weeding • Before and during pn,limin,uy and finish J111ding.
all weeds and grasses shall be dug out by the roots and
disposed of off site (Weeds and gn,s= 110t of the pen,nnial
typ<:, leu than 2-1/2" high and not bearing seeds, which
may be ttm>c>d under). Oats more than 2-1/2" high and DOt
bearing seeds ""'Y be turned under. Perennial weed• •nd
g.~s.ses w be removed include, but arc not limited to tbe
follow inc:
Nut grass
Alfalfa
Puncture V inc
Johnson Grass
St. Augustine Grass
Dallas Grass
Wire Weed
Mustard Plant
Morning Glo,y
E. All planting areas shall be scarified prior to adding soil
amendments. Scarify all planting areas to a depth of 12
inches below grade. Spacing of the ripper teeth ob.all be 110
greater than 12 inches on cent.,,., All rock and debris more
than 2" in diameter shall be removed from the site.
11. SOIL CONDffiONERS
After rough grading of the si1e, a soil test shall be made. Soil
amendments shall be added u, accordance with !he results of the
soils test. Contractor is responsible for initiating a soil test.
A. In all planting areas, !he, following amendmenis ob.all be
applied p<:r 1,000 square feet. Thoroughly cultivate these
amendments in two directions into tbe top 6" of soil and
water thoroughly:
PENDING SOIL REPORT
The following is for bid purposes only:
B. Prepare soil mix for backfill in pits for trnes, shrobs and
vines, other than azalcas1 ferns and palms, as folJow•:
Amount/cubic yard:
60':l, by volume on-site soil
40':l, by volume organic amendment
I lbs. 16-12-12 per cu. yd.
2 lbs. iron sulfate per cu. yd.
Planting pits ,hall be excavated twice the diameter and
twice !he depth of rootball. Backfill shall then be added u
outlined above.
C Prepare ,oil mix for l>ac.kfill in pita for azaleas, fem, aad
t--!2::j!--lf t'U.."10 h frJW,ot,,I~:
1/3 conrock nursery ,and #28
I /3 Canadian p<:at moss
1/3 loamite or fores! humus
D. The prepared soil shall be uniformly blended in an an,a
adjacent to 1he planting work. Accurately proportion
pr-epared soil by using a suitable measuring container.
Unused e<cavated soil shall be n,n,oved from site. Protect
11,e mia from .,...,,. •Iii it bas --placed. in bacl:fill
around plama.
12. FINISH GRADING
Whe:a preliminary grading, including weeding and (ortilizing. Ila.,
been completed, all lawn and planting areas shall be graded 10 tho
elevations indicated on the drawings. Grades not otherwis.e indicated
shall be uniform levels or slopes between points wbere elevations
are given. Minor adjustments of finish grades shall be made at the
direction of !he L.A., if required.
Fini,b s,ade shall be a smooth, even and uniform plane without
abropt change of surface.
Planting areas adjacenl 10 buildings shall be graded away frorn
buildings at a minimum of 2%. Surface drainage shall be directed as
indicated on the drawings by remodeling surfaces to facilitate the
natural ·run-off" of water. Low spots and pockets shall be filled and
leveled to finish grade.
Planting areas adjacent to pavement shall be set al t • below finis.b
surface.
Grading shall be done when soil is at optimum moisture content for
working.
13. MErnOD OF PLANTING AND WORK PROCEDURE
A. No planting shall be done until all operations in conjunction
with the installation of the sprinkler system have been
completed, final grades bavo been established. the planting
areu hue been properly sraded u,d p-epared as specified,
and the worl: approved by the L.A.
B. The relative position of all trees and plants is subject to
approval by the L.A. and owner and shall, if necessary, be
relocated as directed as part of the Contract.
C
n
All plants shall be removed from their container and set so
that, when senled, they bear the same relation to the
required grade 1hat they bore to the natural grade before
being transplanted. Each plan, shall be planted in the center
of the pit and backfilled unless otherwi.., specified, with the
prepared roil. No soil in muddy condition shall be '1Sed for
backfilling. No filling will be permitted around trunks or .
,terns. All broken or frayed roots shall be prop<:rly cut off.
L.A, and / or Owner shall sup<:rvise the placing of
all plants.
E. In the event that underground cons.trucrion work or
obstructions. arc encountered in the planting operation.
alternate locations for plant material will be selected by LA.
and Owner; operation will be done at no extra cost to
Owner.
14. PLANTING OF TREES
A. Position plants in locations indicated on drawings. Secure
approval before excavating pits, making necessary
adjustments a:1 indicated.
B. All pits for trees shall be dug square with bottoms level, the
length of sides and depth equal to two times the diam,:ter of
the root ball. Compacted soils at ,ides and bottoms shall be
loosened by scarifying or other approved method. Pits shall
be ·backfilled with "pn,pan,d soil", thoroughly settled by
water application.
C Set plants vertically in center of pl.a.nting pit. After allowing
for settling. erowo of rood>all should be flush with finish
grade.
U Prepare depre .. ed water basin, per pllUlting details on she<:t.
plant. Water thoroughly, backfilling any voids with
additional prepared planting mix.
15. PLANTING VINES, SHRUBS. AND GROUND COVERS
A. Vines and shrubs shall be planted in pits at least 18" greater
in diameter than their ball of earth and at least 12" below
the bottom of the ball. Compacted soil at bottom of pit shall
be loosened and the pit filled with "prepared soil" to the
bottom of the ball. When the plant h.as been properly ,..,.__
the pit shall be filled to the required grade with "prepared
soil" and thoroughly ..,nled by tamping and waleriag. All
vines shall be removed from stal:es. imtied, and see11tely
fastened in an approved manner to the wall, fence, or other
surface next lo which they are planted.
B. Prepare a depressed waler basin p<:r planting details on
sheet __ . Water thoroughly. backfilling any voids with
additional prepared planting mu.
c Ground Coven
P) Pits for flat sized pl3Dts to be at least 6•X6"X6".
cover areas •hall be moistened prior to planting.
flat plants shall be planted in dry soil,
Ground
No
( 2) Set plants in center of pits so that crown of plant will
be level with finish grade after settling of soil, then
backfill and water.
(3) Flatted planlS shall be well-rooted with numen a1 lcut
4" but not more than 6• in length.
16. TREES AND VINES OCCURING IN LAWNS
Tree, and vine• oceuring in lawn shall be planted be(on, final prepa-
ration of those areas.
17. CARE OF PLANTS BEFORE AND DURING PLANTING
PlanlS shall noc be allowed to dry out before or while being planted.
Keep exposed roots moist be means of wet sawdnst. peat moss or
burlap at all times during planting operationa. Do not expose roolS to
the air except while being placed in the ground. Wilted planta,
whether in place _ or not, will not be accepted and shall be replaced at
the Contractor's expense.
18. WATERING BASINS
A. Constroct a firmly compacted mound of soil around each
tree and plan, to form a wat.,,.ing tlasin al the edge of and
following !he shape of the planting pit area. Mounds for
trees and for vines from 5 gallon or larger containers,
shall be at least 4 • high. Mounds for all other tree$, vines, or
plu,IS nOI Olberw:ise !pecified shall be al least 2" high.
Rxcava1ed earth, if capable of , may be --,._ Aay
... ~ ..,;.-;. the baias ,e.,.;,.;.,1 -.a.11 ti. nift.lled
to tbe reqlliftd p-.de ,rid, prep.a eel ooil.
B. Prior lo the end ol the 90 day maintenance p<:riod all
watering basins in lawn areas shall be leveled to finish
vade. Hand seed the areas wi1h 'Medallion' seed. Seed is
available from;
Pacific Sod
305 W. HU<Oaeme Road
Camarillo, CA 930 I 0
(800) 762-3027
20. WATERING
A. Immediately after planting, water ,hall be applied to each
tree by means of a hose. The water shall be applied in a
moderate srream 1n the planting holes until the material
about the roots is completely saturated from the bottom of
the hole to the top of the ground.
B. Plants which cannot be watered efficiently with the existlng
water system shall be watered by means of a hose.
C Apply water in sufficient quantities 10 keep the ,oil moist
at all limes~ well below the rool system of grass and
pl.anting.. Care is to be t.:i..ken in watering slopes so as not to
cause: erosion damage.
n Following the planting of ground cover furnished 1n flats,
water t.hc area thoroughly.
21. TREE STAKING
A. Stal:e all non-guyed trees at time of planling by placing
st.a.kc in the ptepated hok and driving it 18" into solid
,round. Plant the tree as close to the stake as possible
without CfO>Nding the:: roots. Fasten the tree: to the upper
end of stake in at least two places. See Detail ~ Sheet _ ·~·
B. Trees 36" box size or larger, shaU be immediately guyed
after planting with no( less than three guys per tree, or u
directed by L.A.
( t) Protect bark of tree by covering w,re with 1/2"
diameter green garden hose.
(2) Guys to be anchored by 2"x4"xl8" redwood deadman
per detail __ , sheet __
(3) Guy wires slull be #IO ~a. galvanized wire. Mark guys
per detail __ , sheet __
( 4) Guy lines are to be tightened to firm tension.
(5) Omit guys where they pose a hazard to the publ}c, Use
double staking method per detail __ , sheet ~--
22. ESPALIERING VINES
All trellises and Stakes are to be removed from plant~ ot time of
planting. Planls shall be fastened and trained again~t fences or walls
as directed by the Landscap<: Architect.
23. CERTIFlCATES
In addition lo any other cenificates Sp<:cified, Contractor shall fur.
nish • certificate with each delivery of bulk material. The cenifkate
shall s.tate the source, quantity, and type of material, and th.at it con-,
forms to the specification rcqmrcments. For bulk delivered organic
fertiliz.er~ the certificate shall also state the volume~ net weight.. per•
cent of Nitrogen and percent of Phosphoric Acid. For c.ach fcniliz:cr
and soil conditioner in containers. a similar cert;ific.atc: or invoice Jhall
be furnished stating total quantities by weight and volume for each
material. These certificates shall be submiucd to the Landsc.ape
Architect and owner prior to the start of the maintenance pedod.
24. PROTECTION
Contractor shall carefully and continuously protect all areas included
rn the Contract, including plant materials, fences. supports, etc., until
final acceprance of the work by the LA. and Owner. ·
25. MAINTENANCE
A. Contractor shall provide a sufficient number of men and
adeqnate eqnipment to p<:rfonn 1he work herein specified.
Work shall consi,t of: applyint wa1cr, weeding, caring for
planis (including groundcove"', shrubs and trees), edging,
aCfating? and mowing of lawns. fertllizlng and control of
pests and diseases.
B. Damage lo any planted area shall be repaired immediately.
Depressions caused by vehicles or foot traffic shall be filled
with topsoil, leveled, and replanted. Exterminate gophers
and molea. and repair dam,oge.
C TIie ealino project shall be maincained for a p<:riod ol 90
days eommeaciag from !be time all items of work have been
completed to the nlisfaction of LA. and owner.
n The project shatt be cared for in a neat, clean condition at all
times to the satisfaction of owner and L.A.
26. LAWN MA!NfENANCE
A. Wucrinc · Water every day once p<:r day foe two weeks
and thereafter gradually .-odnce frequency of w11ering 10
three times per week. Contractoc shall cootinoe to maintain
the lawn until final acceptance by the L.A. and owner.
B. Fertilizing • Apply 16--6~8 at the rate of S pounds p<:r I,000
sqT ft. three weeks after iostaJlation. and water immediately
there3.fter.
0Al( N1IAl
REVISION DESCRIP110N
I/
C Disease and Pest Control -Two weel:.s after installation ot
lawn, apply • granular mercurial fungicide of 1.8%
me.rcurous chlofide as per man"1aclurer's rccommendatioa.~
Fungicide sl,all be applied by u, operator lioonscd by the
State of Califon,ia.
n Mowing · The lawn shall be mowed at a height ol 1·1/2"
with a rotary mower, equipp,,d with roUers. befo.-e it
re~ches 2· in height. Collect grass clippings during mowing
operations and remove from the s.ite.
After each cutting, the edge of tbe gras• ,hall be bimmed to
a neat and unifonn line. The lawn edges ,ball be
m.ainla.incd neatly at all times.
Tl. GROUNDCOVERS AND SHRUB AREA MAINTENANCE
A. Watcrin g • New planting shall be watered once p<:r day for
two (2) weeks after installation. Reduce watering to every
other day for !he next two (2) weeks. Water thereafter
three (3) times per week until final acceptance.
B. Fertilizing • Fenili.ze three (3) woelcs after planting with 5
pound• 16-6--8 per 1,000 sq. ft_; fertilize thereafter every
thirty (30) days. (For bid pu.-pos,,s DIily. Soils report
pendins.)
C Disease and Pes1 Control -Fa-coattol ol a.lugs and snails.
apply p<:lletized tricalcium arsinate 5% by weigh! and
rn.ataldehyde 5% by weight as p<:r manufacturer's
r~commendations two (2) weeks after installation.
For control of cutworms and other soil ins.ccts. apply Metto
brand soildrin as per manufacturc:r's recommendations two
(2) weeks after installation. Thls. production contains
Dicldrin, Lindane and Phosphorothioate.
Exterminate gophers aud moles and repair damage.
n Pruning -All shrobs and trees shall be pinch proned as
necessary to encourage new growth and to eliminate r:an.k:
sucker growth. Old flowers, and dead foliage and limbs shall
be removed. No major pruning shall be done without the
approval of the LA.
E Weedinr -AH planting an:as including l.awnt grouodcover
and shrub areas shall be kept weed-free at all times_ Wee<h
shall be dug out by the roots and disposed of off site_
Upon completion of the 90 day mainte~e period, tbe
Contractor shall fertilize p<:r #26 -Lawn MainteDaDce and
#27 Groundcovers and Shrub Ate.a Ma.inrenance of the.sc
spccific:itions.
28. GUARANTEE AND REPLACEMENTS
A. All shrobs and groundcover shall be guaranteed by
Coatract0< as to growth and health for a period of DiDecy
(90) days after completion of the specified mainte~e
period, and/or final acceptance by the LA_ All trees up to
24" box ,i.ze shall be guaranteed by Contractor to li"e and
grow in an acceptable upright position for a period of six (6)
months after completion of the specified maintenance
p<:riod, and/or final acceptance by the L.A. Trees in 24"
boxes or larger, and all field grown specimem •hall be
guaranteed by the Con1ractol" 10 live and grow in an
acceptable upright positioo for a period of ooe (I) year after
completion of the specified maintenance period, andjor fiDal
acceptance by the L.A.
B. All plants Iba! show •igns of failing growth al any time
during the life of the Cootracl, including tbe main1enance
period O< those planta injured or damaged u 10 render lbem
unsuitable for the purpose intended, ,hall be immediately
replaced in kind and size at the exp<:nse of tbe Contrac!OC'.
C Contractor shall, within 5 days notice by the LA, =nove
and replace all guaranteed plant materials which for any
reason fail to meet the requirements of the guarantee.
Plants shall be replaced in kind and ,ize at the exp<:nse of
the Contracwr. Replacement plants !hall carry the s.ame
gua.ra.ntec as those replaced,
29. CLEAN-UP
Upon completion of the work in this section. Contractor shall remove
all rubbish. trash and debris resulting from the operations; remove
discussed equipment and implements of set'Yicc: leave entire area
involved in a neat and acceptable manner. such as to meet the ap-
proval of !he LA ..
LA.No O:l-aRN. Lm.
l •d11 .,e.Al~••l!I
1150 fas/ DfJen ~ .sane, AlaJ, CA f1l7D5 .
(714} 25lMIJZ1 F,t{n,f} 752-2469
BELLA LAGO ENTRY
MONUMENT ATlON
SPECIF(CATIONS
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IRRIGATION
1. SCOPE
Funi,ish all marerials. oq"ipment. services, supervision, tran~r0n..a.-
tioa, and labor oecessary to perfo,m all irri&auioD work c,,.o,pl<t<, in-
cluding: drawings and specili.cations. service manuals.. rcc..;rd dtaw-
ill&S. loo<e equipment. 1uaran1ee, materials, and ill.su.lLuiou.
2.. DRAWINGS AND SPECIFICATIONS
A. The intent of the drawinp and 1pecifications is to indicate ""'1
specify • completc and d'ficieat sprinkler irrigation syllmn.
B. Plot dimensions a.re approximatc. Conttac1or shall cuefully
check and· verify all dimen•ions and shall report any v&ria1i1ona
to owner.
C Due to the scale of the drawings, it is not possible to indicate all
offsets, fittings, etc., which may be required. Contractor shall
carefully investigate the sttuctural and finished conditions
affecting all his work, and plan his work accordingly. Drawings
ue generally diagrammatic and indicative of the worlc; to be
installed. The work shall be installed in the most direct and
workmanlike manner. so :hat conflicts between sprinkler
systems.. planting and architectural features. will be avoided.
3. SERVICE MANUALS
Contract<>< shall fwnish two (2) service manuals to owi>er . Manuals
may be loose 'leaf and sh"11 contain completc exploded drawi.Dp of
all equipment installed showing components and catalog numbers to-
gether with the manufacturer's name and address. Additional sheeta
shall cover operation instructions simple enough to be undenrood
without speciaiizad knowledge.
4. RECORD DRAWINGS
Conb'actor s.hall procure from owner. a mylar transparency of the
sprinkler l•yout .:wd ma.ck the e::x.ilet •u·bui1t• UTangement including
locatiOAs of all equipment installed. Locations s.b.all be shown from
easily identified permanent feature• such u sprinkler heads, build-
ings and walh. The "as built" drawings shall be drafted employing a
compeient draftspe,son. After final inspection and before final
payment, the mylar shall be delivered to the owner.
5. LOOSE EQUIPMENT
Loooe s,prinkling equipment, operating keys and spare pare, will be
furnished by the Contractor in quantities as shown on plans or in
specifications.
6. GUARANTEE
A. Toe entire aprinkler syatem shall be unconditionally guaran!C>Od
hy Contractor as to material a.u.d wo,kma=hip, including setlliD&
of backfilled ueu below vade fo, a period of one (I) year
followills the date of fin.al acceptance.
B. If within one year from the date of completion, settlement
occurs, and adjustments in pipes, valves, and sprinkler heada or
paving is necessary to bring the system or paving to the proper
level of the permanent grades, Contractor, as part of the work
under his contra.ct~ .1.hall make all adjustments without exu11 coat
to the owner, including the restoration of all damaged plantin1,
pavmg or other irnproverncnts of any kind.
C Should any difficulties develop within the specified guarantee
period which owner feels may be due to inferior m.ueriaJ and/or
workmanship, these difficulties shall be immediately corrected
by Contractor lo the satisfaction of the city at not additional Co>l
to the owner. including any and all other damage caused by such
defects_
7. MATERIAl.S
A. Pipe and Fittings
(I) lluu.· Brass pipe shall be !PS standard weight 85% Red
Brass. Fitting shall be with standard 125 pound cast b,onze
threaded fittings;_
(2) PVC Conduit-Pipe that is use for control wires shall be PVC
,oonduit Schedule 40. Type 1210. All wires IIDder pavins
shall be imtallcd in PVC conduit.
(3) PVC N2UD•I Impact Pipe-Type tno <PVC Schedule 40 ii IQ)
(a) Type II Grade I High impact pipe
(b) Outside diameter of pipe shall be the same stze
as iron pipe.
(c) Pipe shall be marked at intervals not to exceed
1' with the following information: Manufacturer's. name.,
ilominal size, PVC type a.u.d &fade (Le. 1220) schedule,
NSF approval and commcn:ial IWldud desl11oarion CS
207-60.
(d) PVC sclledule 40 &.ball not be th :fed
( e) Fittings shall be PVS schedule 40, Type Il. NSF
approved.
(4\ PVC Pressure Rated Pipe -Type 1220 · /PVC Class l 60
200 & 315) and Tvpe l 120 /PVC Schedule 40}
(a) Type I Grade II Pressure Rated Pipe.
(b) Materials shall meet the requirements set forth m
ASTM Dl784-60T.
(c) Outside diameter of pipe shall be the same size a.a iroa
pipe.
( d) Pipe shall be marked at intervals with the following
information (not to exceed 5'): Manufactw-cr's name.
nominal size, PVC type and grade (i.e. PVC 1220) SOR
rating class, NSF approval. and commercial standard
desi~nation CS 256-63.
(o) PVC Type I shall not be threaded.
(C) f'VC f'ininp shall be f'VC Type II, Schedule 40 NSl'
appro•ed.
(&) Solvent :Illa!! be fl 75 Gray NSF approved ....
manufactured by Industrial Polychemical Servic<o,
Gardena. Califon,ia.
( b) Curio-lllall bo a&iliwl ill b tth,a Ty,-l pips ..., 10
lhe pmciHH\y ol cnd:iJo1 cs ..t lptiaiac ..,...,., •~.; : I • ►=Ped carclaaly.
(i) ...,_ COADectioa i.t piaati<: lo ..-al, -io edapton alaa.ll
boo uaod. 'IM -io edap«ot Pall be i...d riibtencd. plu
ooe turn with I ,mp wrench. Joint compound shall be
permatix Type II.
(j) M,,nJine piprng will be leiled prior lo ias11l111ion of
laieral at 150 PSI for su. (6) aow:, .ualmuln.
(~) Bi•u-titc PVC Pipe
(a) AU pipe indk.ud OB the workin& drawin11:•. shall be
Ctu, 160 PSI loli11s-Manville PVC pipe with rin&-lile
J01.QlS.
( b) All ring-tile jornli ,hall be sealed with rubber rinp a.a
provided by the manufacturer. All pipe joiDU shall
provide fo.r ex.pan:uon and contractjon.
(c) Thrust blocks shall be provided as required for proper
anchprage and durability of the ring-lite pipe.
B. Sprinkler Heads
Sprinkler heads shall be as shown on plan or approved
equal.
C Valves
(I) Remote Con1rol Valves • Electric remote cOAtrol
valves shall be as shown °" plan or approved equal.
(2) Gate Valves · Approved gate valves ,hall be Nibco o, Ciano
#438 or approved equal.
(3) Check Valves -Swing check valves shall be of bronze
construction with 125 PSI working pressure and shall
conform 10 federal specification ww-v .s1. Class A, Type IC.
Check valves: see plan for model and ma4Ufacturcr.
( 4) Ouid Coupling Valves • Quiel: coupling valves shall be u
indicated on plans and shall be a locking cover. Alie,._
material may be submitted fo, approval. Each quick
coupling valve l:eys and hose swivels s.b.all he of same
manufacturer as the quick couplers.
U Automatic Controllers
Automatic cootrollen shall be u mown on Plana and Dolaila.
E Control Wire fo, RCV's
All wiring tci be used for connecting the automat.ic controller to the
electrical solemoid actuated by remote conttol valve shall be Type
UF~V, 7-sttand or solid copper, PVC insulation, single conductor,
UL approved underground feeder cable. Each pilot of "hot" win, dlall
be red or color-<:oded with the commoD wire being white.
F. Valve Boxes
All remote conttol valves, sate valves, and pressure relief valves
shall be installed in suitable valve boxes as shown ill details, com-
plete with locking covers. All shall be chriSly, cs approved equal,
and shall be marked "G.V." <>< "RCV" with statioa aumben for COIDlrol
valves painted in 1-2" high letters embossed on nlve cover by
Contractor.
0. Backllow Prevention Units
The backllow prevention units shall be as shown oo Plans a.u.d
Dctaib.
8. INSTALLATION
A. Trenching
B.
C
( l ) E:<cavation shall be open vertical cons1rueti011 suff1<:iently
wide to provide free working space around tbe work
installed and to provide ample space fo, backfilling and
compacting.
(2) Trenches for pipe shall be cul to required grade lines, and
ttench bouom shall be compacted 10 provide a:, accurate
grade and uniform bearing for the full length of the line.
(3) When rwo (2) pipes u., 10 be placed iP tbc same trmch, a 6"
space shall be mainta.iaed between pipes.
Backfilling
( I) Bacl:f'tll material ahall be appn,ved soil. Unauitable awmial
including clod9 ...:I rocb ovor l" i,, ~ ahall be removed
fron, the premises &Del dispoeed of l<,plly at no cost to tbc
Owner.
(2) All backfining shall he done carefully &Del shall be properly
compacted ..
(3) Depth of trcnchu shall he sufficient to pn>vide a mb'm
cover above the top of the pipe as follows:
12" over the PVC non-pressure lateral lines
l 8" over the PVC non-pressure lateral lines for rotor
system
IS,. over PVC main under pressure
PVC Pipe
(I) PVC, Pipe shall be inotalled in a manner which will provide
for ee<pansion and conttaction as recommended by the pipe
manufacturer.
( 2) All plastic to metal join ti $hall be made ..,;111 plastic male
adaptors, unless otherwise shown in details.
(3) The joints shall he allowed 10 set al least twcnl)'-fo..r (24)
hours befone pressune is applied to the <ys&em on PVC Pipe.
( 4) After all new sprinkler pipiog and risen ~ iP place and
connected. all necessary worl: bas bee,, completed and prior
to lhe inswlati011 of 'fl"Dkler beads, . co,nrol valves shall be
opened and a full bead al ..-Qed io Onsh out die
system. Aftu the sysie,n ii dloroagllly noshed, riser shall
be capped off a.u.d :"" system pressure tested.
(S) Sprinkler lines shall be tested in place before backfilling for
a period of not less than one (l) hour, and shall show no
leakage or loss or pressure. During the te., period,
minimum test pressure at the highest point of the sec::tion
being tested. shall be I 00 pounds per square inch.
( 6) At d,,, c-=b••ioe of me prmure 1aat. i. """"' sball he
iwll9d ad ....., f06 lf MM ill ■: c S • 'lritll desip teq,1~•= aa1a _.... .....t ; aciaa ,= ....a. Crmtractc:w
aha.II verify llcad pRUIIICS with pi.10< tube and adjuat valve
IO co,respond with dea.ip prusw,,.
D. lnstalla1io11 of rin1-ti1c pve pipe
( I) Except as may be noted in other parts of the specification&
o, on the drawi111s, iostallatioa of rinx;•tite pipe and
connecting fittings shall be outlined in manual as furnished
by pipe manufacturer, <>< as SCI forth by the Johns-Ma.iville
Company manual #772-62a. This ,hall include. but DOI be
limited 10, the insullatiOB of the pipe au the proper depth
and the correct IocaliOA of cO<>Crcte thrust bloch <>f
adequate. sizes. contractor shall ma.kc available I.he services
of the manufacturer's repreientativc at the: start of the
Installation and may be required from time to time durln&
construction.
(2) Each line shall be tested at a pressure 50 psi greater than
the manufacturcr'i recommended working pressure for 1
period of tw<> (2) hours, with the couplings and connections
exposed and with lhe center of the pipe section •ufficiently
supported to hold pipe in place.
E Sprinklers
(I) AH nozzle• on stationary pop-up sprinlden shall be
tightened after installation. All sprinklers having an
adjustment stem shall be adjusted on a Lateral line for the
proper I>ldiua, diameter and / or &allonaae.
( 2) S prinklcr beads and risers shall be i.Dstallod -duo& to
details.
F. Valves
(I) Remote conttol valves shall be adjusted so that the most
remote sprinkler beads operate at the pressure recom-
mended by the head manufacturer, Remote control valves
shall be adjusted so a uniform distribution of water ia
applied by the $prinklcr heads to I.be plantin1 .,.,.. for each
i,,dividual valve system.
(2) Quick couplia1 ,alvea alaa.ll he "'" approximately 12" from
walks, curl>&, headerhoarda, oc paved areu where appli-
eal>le. Venical positioniD1 of quick coupling valves shall be
such that sleeve top will be flush with the souled fiuish
grade as determined after the turf is established and 3 •
above grade in ground cover areas.
Q Valve Boxes
(I) Valve !,oxes shall be ,ct one-half inch (1/2") above the
designated finish grade in lawn areas and two inchco (2")
above finish grade in ground cove arcasT
(2) Valve boxes installed oeac walks, curbs, headerboards. and
paving shall be 4-6" from tho$C item.s. Top surfaces shall he
flush with itcm.s listed above.
H. Automatic Controller Location and Installation
( I ) The automatic conttoller shall be installed at the approxi-
mate location shown on the plan.
(2) All local and other applicable codes shall take precedence iD
c011Decting the I 10 volt electrical service to the controller.
Owner shall prcvidc power to controller. Contractor shall
complete hook-up to controller.
(3) There shall be adr:qu-.te coverage of earth (18" minimum)
over the 24 volt control wire. Install wire in trench and
tape to main lines on under pipe at IO' intervals.
I. Control Wire
(I) All electrical equipment and wiring shall comply with local
and state codes and be in,talled by those skilled and
licensed in the trade.
(2) Connectin& and splicing o, wire al dtc valves or in the field
shall be made using a Rainbird snap-lite connector.
J. Backllow ~vention Units
The baekflow prevention 11nits shall be installed as shown OD Plana
a.u.d Details.
GENERAL
1. WEED ABATEMENT PROGRAM
Upon completi011 of the irrigation •ystem and after all extsbng
..--11 1,a,.., been removed from the planting :u-eas. the following
w.....t preYCDti"" shall he used:
Apply fertilizer mixrurc by spray per = as follows:
300 lbs.
300 lbs.
1000 lbs.
12~ 12-12 commercial
"""1 formaldehyde
agrienltunil gypsum
renilizer
Apply pre-emergent herbicide as recommended by a
licensed pest control advisor to be compatible with the
seeded plant varieties.
Apply mi.iurcs per the following lime schedule:
Fenili~c / water
Wail
Spray the prc-<:mcrgent per Pest Control
Advi..,.. recommendations
Fertilize / water
Spray Weed Mixture
Fertilize I water
Spray Weed Mixture
Grnb / clean all areas to prepare for
leedlng pllllll
TOTAL
21 days
2 days
7-10 daya
14 days
7 days
14 days
7 days
23 davs max
100 days max.
2. HYil«lSEEDING IQJ]PMFNT
A. l!q,ri~t muA bave miaimum capacity of I .JOO pl)OM
and a positi"" displacement pump able to agitatc and pro
perly mix the specified matcrials. Pump DNSI be capwble
of creatin1 I 00 psi preasurc with sufficient volume IO dia-
lributc COIDtenta evenly over 12.000 square feet withiia •
15 minute period.
a Yendot fwnillhed labor:
dtaa ~ (2) ~
catio••·
Vendor agrees 10 funusll -lea
dwutt all h7d:c -':bin& lflpti-
C TIM, ¥Cndoc Iha.Ii Cully iuarantee hia work and service, u,d
shall he fllliy iA.su,ed. Vendor mu<t be prepared to funais.h
s.atis:(acto.-y evidence o{ :1uch insurance!: upoo deina.nd.
3. HYDROSEED MJX
The following is for bid purposes ouly. Consult soil test results
prio, to consttuction. Contractor shall be responsible fo,
initiating s.oil · test after rough eradiui of site.
A. Soil Preparation
lnco,porate the following amendments into th.e upper sa (6)
inches of soil (35 % by volume):
6 cu. yds./1000 s.f. nitrogen stablized compooted wood
or humus products.
12 lbs./!000 s.f. ammonium phosphate (16-20--0).
~-Seed Mix: H ydroseed rurf shall be "Medal!iOA" applied II the
rate of 11 lbs./1000 s.f. Grass seed is available fro,n:
Pacific Sod
305 W Hueneme Road
Camarillo, CA 930 l 0
(800) 762.)027
4. PlANTING
A. Trees and Shrubs
Trees and shrubs-can be planted after weed germination
and during the contact l:ill or weeds, as specified. Refer to
Section 1 for weed abatement specifications.
B. Hxdrosec:dinr
( l) When all weeds have been eliminated lo the .s.ati.sfaction
of the L1ndscape Architect. the hydrosecding operlltion
may beiin.
(2) The materials for seeded areas shall be MACHINE
mixed before application.
(3) The mixture of ,tolons o, seed and additiva are IO be
applied by a Hydro-Mulching machine. The aozzlc:
height shall be between 6' or IO' above the ground
level. Disc hargcd pressure at the nozzle shall be l 00 i--
( 4) Spraying shall be done in a sweeping motion allowing
the slurry to fall evenly ,nd eventually build up a
consistent matting.
(5) Soil Moioture: Arca to oc pl~,,teJ :<hall be irrigated to
obtain 12 inches of peoetration. Thi• should be doco 4
to 7 days prior to planting.
C Hydroseeding • Mixture
The following is for bid purposes only:
(I) Commercial fertilizer shall be applied at the followiog
rates.:
300 lbs/acre of 12-12-12 (best fertiliz.cr company
crop maker or equal)
300 lbs./acrc of 38-0--0 urea form
(2) Fiber material (Conwed 2(X)()) at the rate of 1.200
lbs/acre.
(3) Water with mi,lure of 3,(X)() gallons/acre.
D. Waterin1: Immediately after planting, the slopes shall be
watered with a fine spray, care being ta.ken to avoid
erosion. Keep the PLANTED area moist until the seed bu
germinated (or the nlants have become established).
E. Clean Up
After completion or the work, all rubbish and surplus
material shall be removed from the site. and it shall be left
near and clean.
5. Pl.ANT ESl'ABUSHMENI'
A.
B.
C
Iui ration
The irrigatioc system will he openoted IO provide u opti-
mum amoU:.Qt of surface moisture for ,enniJ:11.atioAt avoidin1
all Nn•off and deep saturation of >Oil.
Fertilization
The a,ca shall be fertilized by hand or machine hroadcutiD&
every 30 days after planting with the following r~.,,l>ination
of materials:
250 lb$./acre ofl 6-6-8 (best frrtilizer company crop maker
m eq11al)
Pre-Emcrceat Herbicide
Su.ty (60) days after planting. apply • broad spectrum pre-
emergent lteri>icide u ..,......,...adod by • experienced
licensed pest co,ntrol advis« lic.....i by tlte SWc of
California.
HVVUO.JU
6. MAINTENANCE
A. Maintenance of the project shall he fo, a period of 90 days.
B. Maintenance shall include all waterina, Certilizatioo, mowui1,
weeding. cultivation. spraying and prunin1 neces.sary to
insure • beahhy growing condition. Planted ueas a.re to be
kept oea1 and auractive throughout the maintenance pe.riod.
C Prolccl .ii pl.anted area.s. ag.a.i.nst d.a.ma&e~ inc-.ludiog c::n»ioa.
and ttespassing, by providing aod maintaining prop:r safe-
1, uard:1.
U During the maintenance period, all planted areas shall be
l:epl well watered and weed free al all times.
'"-The Contt-aclOt' shaU provide a sufficient number of .ne11
and adequate equipment to perform the work herein
specified.
F. The Conttactor will be relieved when the final plant estab-
lishment and maintenance work: ha.s been compJeted to the
satisfactioo of the Owner.
G Damage to planting areas shall be replaced immediately al
the Contractor's expense.
1l Depressions caused by vehicles. bicycles, <>< fo<>1 n·affic, slla.ll
be filled and leveled. Replant damaged areas.
I. Exterminate gophers and moles, ground squirrels, and repair
damage u above.
J. All paved areas will be washed and maintained in a neat
and clean condition at all limes, as directed by the Owner.
K Pinch-prune aJl shrubs anc; trees to encourage new growth
and to eliminate rank suck.er growth. Remove all old
flowe£$ and dead foliage alk1, limb$. Do no major pnmi.og
without the lpprnval of the Owi>er. Remove damaged
bnnche1 on trees hack to poi11t of 1,rowth. Treat cuts ovu
2" iP diameter with an approved tree wo..Dd dn,u.inl,
L During the maintenance period, should the appearance of
any plant indicate weakness and probability of dying,
immediately replace that plant with a new and bealthy
plant of the same type and ,ize without additional CO$l to
the Owner.
M. At the end of the maintenance period. all plant material
shall be in a h.;althy growing conditioa.
N. Conttactor shall continue the maintenance period past the
specified date al no additional cost to the o~ UAtil all
deficiencies have been corrected.
PALM PLANTING
1. E'.1.1.UlillQ .0.1. O.i.1.ll_w-JrJJj_u~ Upon arrival p;:ilm trocs shOulC! bo imrr1◊Cie:tti..lly pl~mwJ or ~tor!?d !or 1
morn H1:a.n lour ('ll days in a pro:oc!<1d sh,1dod :i.ro,1, Stororl 1r'OO n:u~t bo froqul<r1t:y watorod and roo!ball
;_:()vu rod with burlap \arp.
2. frn1,;1.1.vJio.oµ[Y_G_ac~.: Handlinn o: ralms :i.t jobsito should ho r:1iMllilly lit\M 011 mo truck ~oiling H1!?
Ghocl~or lo !he ou:s1do !or oa.:-,o or turning. Nylon chokor~. only, !:xtr"omi:i c;:w!io11 ~1·wulJ Lio tul~cr, tu prolcc! I
"bud" lrom Jamago.
J. Pl~nling,J:ils; Fle[<1r to Planting Ootail.
<1. ~ G.1c;kfill ~.1-..--.11 cor:~i~t of 100%, w;_v;MJ cor,~lruGtior, s;:1nd. L\ucldil: sh-ct!I be watNcd-in and
was.hod into the voi,l:=; arnund the rnot~. of 1110 tr"(:o :o ,1c11i1.iv(1;) 000/.J 11'\(◊r!<.1G11.
ti. W01NiOq lnit1ul w~l1orn1g s~1all bu oone as pains are being backrn:ed. Wat,~:-ino :=;h,111 ho d()(1() wit11 r.1 pipi
~Aic~kM. (-; lctfi\ in IOIL(Jtll toppoJ wi1h <.\ 90 dogrno olbow <.1rid placed al \he <1nd of a 3/'1" ho~,o with modor.110
volumo, f":;r.1(::l<,fill ~h.111 [)!) tMrOLl(l/lly ~\<.1lurntud.
G. 5.U.PDlomeotvl W~ :::~uppiomont,11 w::i,torir"lQ ffLJY be roqu1r0d. L~u1dsc~1pe coritructor shall Lio
rospons.iblo for rog1Jl:i.r chock-up of w.1:or pc1r"1otr,1tior1 ;1nd rJrJi(),)(1<1 !/Jr(li.Jghou( tlw rool .:orw. Chocl~-up
!roquoncy will be subjoct to sit<1 conditions and ,c.i:=; rlc1tetrrnir1(1d by ~;pccific i"1;qu1ru:nor1b. Conlrndur :.-hull
maintain a log wilh da!os and i:iiti<1ls or rcsponsibit:! pcrsOf\. Monitoring sl"10uld b◊ dono tl\8 Juy priur k
.1pplyino supp1ornont.J.I w::i,tcr. P.:1lrns shD.11 bo WD.lorod morougtlly w1U1 1 00-150 [Jallons pE!r ralm
npproxi1Y1J\oly ovory tivo (ti) d.Jy$ D.t\Or mitial wato:--1r1. Wuier1ng scheduie and amounts ~.h;:dl ho:: monitor1:n
r1r111 ,1.djl!S10(I .J.!) noco:.-:.-<.iry.
I. L\rn.Qnl.lm~ntSJ1J..Ou.ctDU.: Apply 1 oL ot "fbsic H" and 2 1abl<1:spoon~. of ·~.tom· in .J. 5 g.:i.llon
con!:a1nm or waler. s!ir and pour prior lo complotioo of hackfillino.
"Basic H" as ma.nuractured by Sha.kltj8 Corp, nM
"Gtom" as rnanu[actJred by Peters.
[\oth ..:iv.:i.il<1l.:iio trom W◊~lorn Farm Sorvices and .Shakleo Corp.,
ffaywrir"d CA
8. M~i.Ql_e.D;;l.!lQ::!.LE.c.Ililii..:!llil11. 4-6 woeks after in:sta1l,1tion ,1pply t, lhr,. por voe or "Wood h;(1
f-'alm Special" !ertili.:er there aaer a! G mor.ths int1::vals apply 5-8 ib!'.. pcir :m(i ·w00() Ace~ r,1,lm
.Spoc1al" a:; manu!ac!u:!?d by Vigoro lndu:strit::s,
9. I:r.r.1.o<J_5_; F-'ronds should be lort tied for a.pproximaioly 4:i day:=; as :i. oe.'lNal r(JI!"! of u,i,mh. In
winJy uroas 1ronJs ~t,oulJ remain tied longer and in hot dry climalo fronds may be untit~d scone;r
On Phoonix C<1nur1IJr1~is ur1:iiJ U10 tigh! siring:.-only (u:;uc1.:ly 2) ioavinc; :ho loost: s::-in[]s [or
apprnxim.1t(1ly OMI ( 1) {r'10(1)/J IN1gl)I
10. Foliar Orrocb· Aft1:r fo1in,,nn ( 14) <J(ly~ foliov.·eo' t:iy 1Y1ont111y ;:1pp:1c:cit1or1 tror•d!..' $~·1u:1 be
spray<1d with [ollow1ng mixt\Jrct: Tho following r;:i.,\!;s. ;1rc ior D 100 1_f1llon tM1k rn1x ..
A. Kc>c.1d<1" !01 w.p. pt4 lb.) or t,,1;_1,r1:C.<.do •• -lqt./ 100
;plion~,
8. W.H. Gruco's Minor-G:-o ( 1/2 cup;
C. HyUratod urea (5 cups or 2-1/2 lbs.)
lJ. Sprnadt!r .Sticknr -8 07:, "B;-.sir: H"
t:.. 1 lb. 8onla:e / 100 Gallons of wator,
r Option: i\dd a gon~ral inst:c\icidt: jQ p:·cwir1t inr,cct l,11-v,)
:n(£?s!a.\ion
A! t nATCS Anc nC():)MM[NOATKlN$ ONLY .00.tKrr f:.XU.G.O l.J\L\l:.L lJll·ll.:C] IONS.
BE SURF. TO FOl l OW Al.!. !.Nll:l. INSTRUCTIONS.
• C'opp\"!r T,.S, (alte:-n.110 1 (1\, Or,wo 501 100)
•• f)itht1nt: Flow,1hlo (,11!t:rn,1,t(t 1 qt. Or::i,vo SOI 100)
Novor apply nomiciCos within V of t/"Jo trunk$, ..:in<J do not D.pply horb1cid1Js will1in gcrnoral aroa
when tho wind is gu:=.ling morn th,1n 5 rnph. W1;odG. &IJJII bo controlloJ w1U\ pru-omorgor1t hurb1rn.Je
,:,r hand wooded
11. Prnoioa Recommeodnlioos· Pruning and !rimming o! newly plan!€1d p(llrn tf1~0~ s1,;111 M kept
to u minimum. Cut urlly \ho minimum required 1or :osmetics. Do no! cut any fronds th:i.l art:
(lf<'>(tr"l Or p,.irti<.1.lly groor1 unli,iss ;:11Jsolu\oly nocessary, within three (3) years of tra.nsplantinrJ. Tools
usod for 1nmmir"lOI pr,rni110 ~.hi)1il<I cilw;_1ys b(1 $(<;rill;:.◊J w1l)·1 ~•0% blr];:K!1 solulior, bcloro und urtor
each lro<1 ·--.
/ LANoCocERN.Lm
Landst::apeA r n ,...,__ , •
1750 Earl DNte ...._
santa Ana, CA !lZl(J5
{n4J2!51>48:Z'l nx(n4J 7S2-2"69
,,
BELLA LAGO ENTRY
MONUMENT ATION
SPECIFICATIONS
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RE\IISlON DESCRIPTION
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3/4" C. v,/ :::Z "10 THV'-IN
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SITE NOTES SPECIFICATIONS
PROVIDE ALL HATERIALS AND LASOR AS REOUIRE';D TO ACHIEVE A CONF'Lf':TE AND OPERATING SYSTEH.
COORDINA"""E A,-,D OBTAIN APPRCVALS FR0'-1 ALL RESPECT VE VTILITY COHPANIES AS Rf':OUIRED FOR
A COMPLETE AND OPt:RATIN& INSTALLATION
INSTALL RAC::V1AY SYSTE'MS AS FOLLOV1S,
o USE SEAL-TIT!: IN AREAS EXPOSED TC V1EATHER
I,_ USE COMPRESSION TYPE FITTINGS FOR ELEGTR,CAL METALLIC TUSING V1HERE UTILIZED.
c. USE P.V.G. CONOUI-UNDERGROUND V1 TH GODE' SIZE::, ($,ROUND.
ALL NEV< r'<IRING SHALL BE GOFFER TYPE "T,-.HNITHl"<N" -U ON
ALL FIXTURE, DEVICE. ETC .. LOCCATIONS SHALL BE VERIFIED i"!ITH ARC'.'H. DRAYIIIN,$,S AS YIIELL AS
EQIJIF'Mt:NT SUPPLIER REQUIREMENTS PRIOR TO ANY ROUGH-IN YIIQRK.
ALL _lc,,HTIN& FIXTURES SHALL BE MOUNTEv AND SUPPORTED N ACCORDANCE YIIITH OSHA S1"A'lDARDS
AND ALL NA-IONAL ANO LOCAL ELECTRICAL CODES
-HESE ::?RAV'!l'lGS ARE D'A6RAMMA1"1C AND "'.EPRESENT THE INTEl,;T OF l;Q(JIF'MENT, DEVICES, !:TC .. TQ
BE CONNEG-ED AND -HE CIRGUITS -o 1",HCH THc'Y ARE TO BE CONNECTED TO. CONTRACTOR SHALl-
lNSTALl ALL CONDUIT, J-BOXES. ETC ... AS REQUIRED FOR A COMPLETE AND OPERATING SYSTEM.
A_L ExTERIOR l"'OUIP'-'IEN, SHALL BE "'EATHERPRoOF
ELECTRICAL GONTRAGTOR SHALL PERFORH "'L• v,GRK IN :;,Tl'slCT AGCOl'sDANCI"' Y'IITH ALL. LQGAL AND
NA TlONAl.... 60VE~~ING CODES
Al-l f:'OUIPMc'NT SHALL BE NEl"l AND BEAR A "UL' LABEL -U.O N.
ELXCCRIG.AL GONTR.ACTOR SHALi,_ St=CURc' ANO P,">Y FOR ALL NECESSARY 6UILD NG PERMITS.
GOMPLETE ELECTRICAL INSTAl,_l-ATION SHAlL BE OOARANTEED IN l",RITING FOR A PERIOD OF (I)
TEAR -JOf.
ELECCRIGAL CONTR.AGTOl's SHALL VISIT SITE PRIOR TO BIO DATE, TO Vl::RIFY ALL EXISTIN& CONDITIONS
TO BE ENCOUNTE'-'.E:, IN THlc INSTALLATION OF A.L NEl"l EOUIPHc:NT. FIXTURES DE'VIGE5, FEEDERS,
ETC. E><AC T IN5T"'LLAT ON HETHOD AND REOUIRl;:,,,E'lTS SHAl-L BE -✓['RIFIE'D AND DETERMINED PRIOR TO
BID DATE G0NT"-AC1"0RS SHAL. IMHEDIATEL Y NOTIFY THIS ENGINEE<O OF ANY REQUIRED MODIFICATIONS
f-\H•C,-. ,._RE NOT S,,,01",N ON THESE DRA1",IN65 SUBMIT1"Al OF BID INDICATES GONTR.AGTOR IS
COGNIZANT OS' ALL ,oe s TC: CONDITIONS AND V'!ORK TO BE PERFORMED.
ALl-EOUIPHENT ELECTRICAL GHARAC,E'"-ISTICS. LOCATIONS, AND CONNECflO'l REOIJIREHENTS SHALL SE
·•/ERIFIED PRIOR TO ANY ROUGH-IN l'IORK.
ELE'GTRIGAL GOl;TRACTOR SHALL FURNISH THE FOLLOYIIING SHOP DRAl",IN,,,S FOR PRIOR APPROVAL,
" ALL S0BSTIT1JTED lieHT <=IXTURES.
b ALL ELECTRICAL SERVICE EOJIPMENT, DISTRISUTION F;'OVIPMENT AND PANEI..BOARDS.
6. OTHER ITENS AS SPECIFIC-ALLY INDICCATED.
THioSE ITEHS SH,.LL BE APPRCVED BY THIS OFFICE PRIOR ro ANT COMH8NCEMENT OP PLACIN6
ORDER5 OR PER"O'<MIN$ .ANY ROUGH-IN r'<ORK.
GOMPLET"E ELEcrRICAL SYSTEH SHALL 9E GROUNDED IN ACCORDANCE "11TH THE PRE5ENTL Y
ADOPTED c'DITION OF THE 1'.E C. ART. 250
PROVIDE THE Ol"lNER ANO THIS EN$1NEER "'ITH ONE SET OF ELECTRICAL 'AS-Bl)ILTS' AT THE
COMP _ETION OF JOB.
ALL $PL 1 GES HADE IN PUI..L BO.xEs SHAl,.l BE MADE l)SIN$ A LISTl:"D SPLICING HETHOD. KIN&
PRODuc-s OR 3M UL LISTED f-\ATERPRoOI" "'IRE NU~s ARI" PREPERED.
UNDER6RDUND PULL BOXES l"lll,_l-BE Pc';R'11T,ED IF NEC.f;;SSARY US!': AS,:;oc.lA,E'D CONCRETE
ED-11 OR E3UAL SY SRDOKS PRODUCTS. PL.AGE A MINIMUM OF 1:2" OF CR!JSHED ROGK
UNDER PULL BOXES AND EXTI:ND OUT 6" FROH SIDES OF THE' Bo,<, LOCATE' IN PL.ANTED AREAS.
Bi':EAKERS "DDED TO THE EXISTIN6 HOUSE ME~ER i"<ILC HA-CH THE EXISTIN0 BR"'A<ERS
coN,RACTOR SHALL BE RESPONSIBLE FOR ALL IN$PEc-10NS
GONT"RACTOR SHALL ---VRN O'IER TO l"HE Or'<Nt:R ALI.. HANUAl..5 BRDGHURES, ETC. AT
THe' ENO OF THE PRO-EC,.
COI\TRAGTOR SHALL SE PRc'PARED FOR SOME NIGHT AIMIN& AND FINAi,_ ADJUSTHEN, OF
l"HE LIGH~ ~r Xll}RES
tHEE~B II CITY OF CARLSBAD
DA,11: IN'nAL
QINEEROFWO REVISION DESCRIPTION OAU NllAL
CfTY 01"' APPROVAL
PLAIIMNG OEP,ARTI,IENT.
BELLA LAGO ENTRY
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SITE NOT'ES SPECIFICATIONS
Pf'<.OVIDE ALL HATE:RIAL5 ANO LABOR A5 REOUIRED TO ACHIEVE A GOHPLETE AND OPl"R.A-11s6 SYSTEM
COORDINATE AND OSTA'l'i APPROVALS FR.oH ALL RE5PEGTIVE UTILITY COMPANIES AS REQUIRED FOR
A COMPLETE AND OPERATIN<,> INSTAlLATION,
INSTALL RACEV'!AY SY5TEMeS AS FOc.LOV'lS,
<>. USE SEAL-TITE IN AREAS EXPOSED TO V'lEATH!'R.
b, U5!' COMPRE%,IQN TYPE; FITTINGS FOR ELECTRICAL METALLIC TIJBING V'lHERE UTILIZED.
~ USE P.V.G. CONP\!1-UN:OER<::,ROuND V'IITH GODE SIZED 6ROUND.
ALL NEV'l V'IIRING SHALL 9E COPPER TYPE "THHN/THV'IN" -U O.N ..
ALL FIXTURE, DEVICE, ETc, .. LOCATIONS SHALc. BE' VERIFIED i"IITH ARCH DRAV'IINGS AS i"IELL AS
EQUIPMENT SlJPPLIER REQUIREMENTS PRIOR TO ANY ROL!<SH-IN i"IORK.
ALL _IGHTING FIXTUF'-ES SHALL cl!" MOUNTED AND SlJPPORTl:'D IN ACCORDANCE V'IITH OSHA STANDARDS
AND ALL NATIONAL .AND LOCAL ELECT"'-ICAL CODES,
THE$E DRAl"IINe-S Al"'.E DIA6R.AHMATIC AND REPl"'.ESENT THE INTE!sT OF EOUIPMENT, DEVICES, ETC TO
BE CONNECTED AND THI;' GIRCUIT5 TO i"IHICH THl:'Y .ARc' TO BE CONNECTl:'D TO. CONTRACTOR SHALL
INSTALL ALL CONDUIT, J-BOXES, 1:'TG.,, AS REOUIRED F'OR A COH"LETE AND OPERATINe-SYSTl:'H
ALL EXTERIOR EcOUIPMENT SHALL l;JE i"llcATHERPROOF.
10,
II_
13
14
10,
ELECTRIC-A_ CON'l"RACTOR SHAL'-PERFORM ALL. l"IORK IN STRICT ACCORDANCE !MITH Al..L LOCAL AND
NATIONAL 60Vl;'RNIN6 CODES.
ALL EOJIPMENT SHALL BE Nl:'i"I AND BEAR A "UL" LABEL -U.ON ..
I';LECTRICAL CONTRACTOR SHALL SE"CURf: AND PAY FOR A~L NECESSARY BUILDIN6 PERHITS.
COMPLETE f=LECTRICAL IN$TALLATION $HALL BE <;,UARANTEED IN 1-"lRITING FOR A PERIOD OF (I)
YEAR -uo N
ELEcCTRICAL CONTRACTOR SHALL Vl51T SITE !"RIO!'< TO SID DATE, TO VERIFY ALL EXISTIN6 CONDITIONS
TO BE c'NGOUNTEF<E'D IN THE INSTALLATION OF ALL NEl"I EOUIPMl;'NT. Fl?<TlJRl:cS DE'VICES, FEf=DERS,
ETC EXACT IN5TALLATION Ml:'THOD AND Rf;OUIREHENTS SHALL 6E VERIFIED AND Df:TERHINE:D PRIOR ,O
61D D.ATE. CONTRACTORS SHALL IMME:DIATEL Y NOTIFY THIS ENe-lNEER OF ANY REOUIR(:'D HODIFICATIONS
Y'IHIGH ARE NOT SHOl"IN ON THE51:' DRAV'IIN&5 SUBMITTAL OF 61D INDICAT1;'5 CONTRACTOF". 15
coe-NIZANT OF ALL J06 SITE CONDITIONS AND Y'IORK TO 6E PERFORHl:'D.
AL~ EOUIP"IE:'NT ELECTRICAL GHARACTE:RISTIC5, LOCATIONS, AND CcNNE:cTION REOUIRt'MENTS 5HALL Bl:'
-./ERIFIED PRIOR TO ANY ROUe,H-IN V'IORK
ELEC-RIGAL CONTRACTOR SHALL FURNISH THE FOLLOl"IIN6 ,;HOP DRAl"IIN&S FOR PRIOR APPFi:OVAL,
a .ALL SUBSTIT\JTEO Ll&HT FIXT\JFi:ES.
• b, AI--L ELl:'CTRIGAL 5E'RVICE EOUIPMENT, DISTR16UTION EQUIPMENT AND PANEL60ARD5.
"· a~HER ITEMS AS SPECIFICALLY INDICATED.
THESE' ITEMS SHALL eE APFR.oVl:'D BY THI$ OFFICE PRIOR TO ANY COMMENCEHl:'NT OF PLACINe,
ORDc:RS OR PERFORMIN& ANY ROU6'H-IN V'IORK
11
18.
20
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24
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COMPU:TE ELECTRICAL 5YSTEM Sc>HALL 13E 6ROUNDC:D IN ACCORDA'ICc' v--llTf--HE' PRE5ENTLY
ADOPTED EDITION OF THE N.EC. ART 250
PROVIDC: THE OY'<NER AND THIS EN61NEER Y'IITH ONc' SET OF ELECTRICAL "A5"BUILT5" AT THE
COMPLET!ON OF JOB.
ALL SPLICES HADE IN "'IJLL SOXES SHALL 6E HADE USING A clSTED SP~ICl'<6 METHOD Klls6
FRoD~C T5 OR 3M UL LISTED ;.ATE'RPROOF V'IIRE Nu,s ARE PS::EF'EREO.
UNDER&ROIJND PULL !'!,OXES i"IILL SE PERHITTE'D IF Nt"CES5ARY VSE ASSOCl.<;TED CO~CRETE
EO-n OR EQUAL SY BROOKS PRODUCTS PLACE A MINIMJM Oc l:i" OF CRUSHED ROCK
UNDER PVL_ B0XE5 AND c:XTc'ND Oil'" e>" FROM SIDES OF THE BOX LOCATE IN PLAN.,-ED AREAS
6"-EAKERS ADDE"D TO THE' EXISTING-HOUSE HETl:'R V'llLL MATCH ,HE EXISTIN& BREAKC:RS
CONTRACTOR SHALL BE RE5PON516LE FOR ALL IN5PEC ~10NS
CONTRACTOR 5HALL TURN OVE'R TO THE Oi"INER ALL "IANLALS i:lROCHcRES, E"'G A-
.,-HE ENO OF THE PROJE'C T.
CONTRACTOR SHALL Be' Pf'<.EPARl;'D FOR SOHE Nl6HT AIHINe, AND rlNAL AD"JUSTMENT OF
THE Ll6'HT FIXTURES
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ASSISTANT PLANNING DIREClOR
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---Ll,:S,HT FIXTURE @
PVC. 5TABLIZER5
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MONUMENT ~ALL
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F I XTURE SCHEDULE ------__ T ____ ---------------~---• ·---•-• •-·"c ------------·--
SYM -ryp[ DESCRIPTION IAIATTS LAMP MOUNTIN6 --------·--··· t '--,.,,_ -----------.. ---------· ----·----"' ' --, ___ •,.,•,--•-. ·---··••, ____ ,, ., ___ ,
® PALM TREE FLOOD LIGHT
4-i RUUD CAT No LPM-3-410-D V'-llTH DL-L 4 PGM-1 100 INCLUDED GROUND NOUNT-SEE DETAIL I I LAMP INCLUDED I
-·-.... ,. -____ ,, ___ , __ ----------c-·· --. --__ ,, ___ ---···--,--••,-,-•• ... ------------•.,•~-•-,, .. _ ··---···
@· RAISED UP Ll6HT
◄ ENERTRON CAT No. 6L-8~00L 22 INCLUDED GROUND MOUNT-SEE DETAIL ~ USE ENERPOST FOR MOUNTIN0
CIRCUIT SCHEDULE SHOREBIRD ENTRY
PANEL ® MAIN IVfETER
LOCATION: @ 6UARDHOUSE
MOUNTIN&: FLUSH
VOL TA.SE: 120/240
PHASE, IF'., SV'l.
MAIN, IOOA -2P
BUS SIZE, 12S,A
A.I .C. IOKAIC
CK-It
~-------·--·-----··· ----,---··----------.... _ .. '••·-··--··-·-·-···,··-· ·-----... --··· -·-·" ---------
AMPS AMPS
BKR ----~---i--c~--~--BKR LOAD LI L2 LI L2 LOAD
., ,' ., ' ··-.. ! ''' " "··-
I C<T -
--------------·------------_ ....... --1-____ T ______ I-,---·· _ ... --.. __ t--"· ··-··-·-----· -···---· --------------·-__ ..... ~~-
ENTRY GATE 1/20 9.2 5 1/20 ,. LIGHTIN0 2
E ,IT GATE 1/20 ~-2 e, 1/20 * Ll<SHTING 4
6ATEHOUSE 1/20 5 10 1/20 GATEHOUSE I b
6ATEHOUSE 1/20 5 10 1/20 GATEHOUSE 8
a SPACE 10
SPACE 12
,•-r-----·-·--------·-· --~--···--· -----·---_j__ ---------------• ---•• ---,,, ____________ -·---,, ____ ------··-·
2~.2 30.2
C,,IRGUIT SCHEDULE PELICAN ENTRY
0 A.NEL @ MAIN METER
-OC.AT ON, @ GUARDHOUSE
iviQUNTING, FLUSH
VOLTAGE: 120/240
PHASE, iP. SV'l.
MAIN, IOOA -2P
BUS SIZE 12S,A
A.i.C., IOKAIC
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___ ,_ __ --
LOAD
________ ,. ______ ··-·---. .--_________________ ,._ .... , ___ --,, ____ ----·------__ , -------.-------------
' AMPS
BKR ---------·--+--~~--· LI L2 LI L2
ANPS
BKR • LOAD CKT It
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ENTRY GATE
EXIT GATE
GATEHOUSE
6ATEHOUSE
SPACE
SPACE
1/20 ~2
1/20
1/20
1/10
5
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5
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10
10
1/20 't L10HTING
1/20 't LIGHTIN6
1/20
1/20
0ATEHOUSE
6ATEHOU5E
SPACE
SPACE
2
4
t,
8
10
12
-------------------------------t-••----~---~ --, ------·-· ····-·"'" ··--·---···---·-·-·· ,-•,,•-,,. ---------+--------
TOTALS 31.2 912
'I! CIRCUITS CONTROLLED 6Y PHOTOCELL t 2P 30A RELAY. MOUNT R.ELAY IN PULL BOX NEXT TO
PANEL. RELAY SHALL BE GE CAT No. CR353AC2AAI. NOUNT PHOTOCELL ON ROOF -POINT NORTH
---Ll<.S,HT FIXTURE @
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CITY OF CARLSBAD
PLANNING DEPARTMENT.
BELLA LAGO ENTRY
MONUMENT A TION
GUARDHOUSE PILASTER
NTS.
llll'PROVEO CA;;; ,i,a
ASSISTANT PLANNING OCREClOR
DATE; HTlAL
OINEEFI OF WO REVISION DESCRIPTION D>.TI:: MTIAL
CIT'I' OF AP'PAOYA.I... ~
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