HomeMy WebLinkAboutDWG 485-9L; SDP 14-07; BOB BAKER VEHICLE STORAGE; 01-08I ..
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GENERAL NOTES
RECYCLED WATER NOTES
1.
2.
3.
4.
5.
6.
7.
8.
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER
DISTRICT'S RULES AND REGULATIONS.
DRINKING WATER FOUNTAINS AND DESIGNATED OUTDOOR EA TING AREAS SHALL BE
PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST OR MISTING.
BEST MANAGEMENT PRACTICES SHALL BE USED TO EL/MINA TE OR CONTROL TO THE
BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVER-SPRAY, AND MISTING.
HOSE BIBS ARE STRICTLY PROHIBITED.
CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES
ARE STR/CTL Y PROHIBITED.
NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL
OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT.
ALL MAINLINE PIPES SHALL HA VE WARNING TAPE PER CARLSBAD MUNICIPAL WATER
DISTRICT'S RULES AND REGULATIONS.
HOURS FOR /RR/GA TION WITH RECYCLED WATER ARE FROM 10: 00 P.M. TO 6: 00 A.M. THE
HOURS FOR /RR/GA TION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED
BY THE LOCAL AUTHORITY. /RR/GA TION DURING PUBLIC USE PERIODS WITH DISINFECTED
TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF THE OESIGNA TED
USER SUPERVISOR. /RR/GA TION WITH WATER OF A LESSER QUALITY THAN DISINFECTED
TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF 10: 00 P.M. TO 6: 00 A.M.
9. BURIAL OF ALL WIRING AND PIPING SHALL MEET CARLSBAD MUNICIPAL WATER DISTRICT
RULES ANO REGULATIONS.
10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED
WATER, WHEJHER BY WIND BLOWN SPRAY OR BY DIRECT APPL/CATION THROUGH
/RR/GA TION OR OTHER USE. LACK OF PROTECTION, Wi-lETHER BY DESIGN, CONSTRUCTION
PRACTICE OR SYSTEM OPERATION IS STRICTLY PROHIBITED.
11. /RR/GA TION HEADS SHALL BE RELOCA TEO OR ADJUSTED TO MIN/MIZE OR ELIM/NA TE OVER-
SPRA YING ON SIDEWALKS, STREETS ANO NON-DESIGN A TEO USE AREAS.
12. RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR THE
USE ON RECYCLED WATER DISTRIBUTION SYSTEMS PER CARLSBAD MUNICIPAL WATER
DISTRICT'S RULES ANO REGULATIONS.
13. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES,
ETC.) SHALL BE COLOR-COOED PURPLE PER AWWA GUIDELINES AND SECTION 116815 OF
Tl-IE CALIFORNIA HEAL TH AND SAFETY CODE.
14. ALL /RR/GA TION PIPE SHALL BE STENCILED WITH WARNING, "NON-POTABLE OR RECYCLED
WATER", COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE AND STENCILING
ORIENTED TOWARD THE TOP OF THE TRENCH PER THE CARLSBAD MUNICIPAL WA /ER
DISTRICT'S RULES AND REGULATIONS.
15. ON NEW ON-SITE SYSTEMS (POST-METER), POTABLE WATER, CONSTANT PRESSURE
RECYCLED WATER AND SEWER LINES SHOULD BE PLACED A MINIMUM OF FOUR FEET
APARr OR AS DIRECTED BY THE PROJECT ENGINEER AND/OR REGULA TORY AGENCY.
MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT PIPE CENTERLINES.
16. CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEASF TWELVE INCHES
BELOW POTABLE WATER LINES AND MAINTAIN AT LEAST TWELVE !NC/-/ES CROSSING
SEPARATION BETWEEN OTHER UTILITIES.
17. IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A
POTABLE WATER LINE OR LESS THAN TWELVE INCHES BELOW A POTABLE WATER LINE,
THEN THE RECYCLED WATER LINE SHALL BE INSTALLED WIT/-IIN AN APPROVED PROTECTIVE
SLEEVE AS PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS.
18. Tl-IE REQUIRED CROSS-CONNECTION SHUTDOWN TEST SHALL BE DONE BY THE CARLSBAD
MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF
ENVIRONMENTAL HEAL TH.
RECYCLED WATER SYSTEM (PRIVATE)
SIONAOE NOTES 5815
THE FOLLOWING GUIDELINES FOR THE USE OF RECYCLED WATER ARE TO BE PERMANENTLY
POSTED INSIDE THE DOOR OF EAC/1 CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE
ON 8-1/2" X 11" SIZED SIGN.
COLOR: PURPLE BACKGROUND WITH BLACK LETTERING.
1. GUIDELINES FDR RECYCLED WATER USE
A. IRRIGATE BETWEEN THE HOURS OF /0; 00 P.M. AND 6: OD 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 OU TS/OE THE NORMAL SCHEDULE.
B. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING.
THE APPL/CATION RA TE SHALL NOT EXCEED THE INFILTRATION RA TE 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 TIIE TOTAL /RR/GA TION TIME INTO CYCLES
Tl-IA T WILL PROMO ff MAXIMUM SOIL ABSORP I/ON).
C. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRA Y ONTO AREAS NOT UNDER Tl-IE
CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND
LOTS, AND STREETS AND SIDEWALKS.
D. 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.
E. Tl-IE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR EOUCA TING EACH EMPLOYEE
AND ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS, REGARDING THE
PRESENCE OF RECYCLED WATER. MAINTENANCE PERSONNEL MUST BE INFORMED
Tl-IA T WATER IS FOR /RR/GA TION PURPOSES ONLY AND IS NOT APPROVED FOR
DRINKING OR FOR HAND AND TOOL WASHING, ETC.
F. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MOD/FICA TIONS TO
ANY PRIVATE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, AND
APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN
ACCORDANCE WITH DISTRICT STANDARDS.
1. ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED
WITH /DENT/FICA TION TAGS.
A. TAGS SHALL BE WEA T/-IERPROOF PLASTIC, 3"x 4", PURPLE IN COLOR,
WITH THE WORDS "WARNING RECYCLED WATER -DO NOT DRINK"
IMPRINTED ON ONE SIDE, AND "AV/SO -AGUA IMPURA-NO TOMAR"
IMPRINTED ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT
AND BLACK IN COLOR. USE TAGS AS MANUFACTURED BY ,: CHRISTY
ENTERPRISES OR APPROVED EQUAL.
B. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS:
1. A T1ACH TO VALVE STEM DIRECTLY OR WIT/-/ PLASTIC TIE-WRAP OR
Q
DRYDEN PLACE
PROJEdT MAP
RECYCLED WATER SITE NOTES:
1. ALL AREAS ARE IRRIGATED WITH
RECYCLED WATER ONLY.
2. THERE ARE NO DFllNKING FOUNTAINS
ON SIT[
3. THERE IS 1'10 ADJACENT POTABLE
WATER USE.
4. THERE ARE NO POTABLE WATER
METERS OR WATER LINES ON SITE.
5. ALL QUICK COUl--'LEF,S SHALL BE AS
APPROVED FOR RECYCLED WATER USE.
LE END
® POTAEU WA1ER ~E:TER-/'fA
® REC'IUED WA1ER ~
i ~?its~°l\lllr>
w POTAEU WA 1ER 1.1/'fE:
nw REC'IUED WA 1ER 1.1/'fE:
ne REC'IUED fO 1ER ~ PRESSURE PPL Y LJ £
F& Fl/£ SER~CE U/'fE:-/'fA
IZZI ~ WA1ERUSE:
J::i.. DO /'fOT DRl/'fle SIG/'f -•rwE: 1H REC.Jm -~
I
WATER EFFICIENT LANDSCAPE DECLARATION:
DRAWING INDEX:
--·-
SHEET TITLE SHEET NUMBER
:--I RECYCLED
WATER
SICNAGE (3)
EXISTING RW IRRIGATION
MAINLINE TO BE CAPPED
AND ABANDONED BEYOND
THIS POINT.
TITLE SHEET -RW NOTES 1
/RR/GA TION PLAN 2
!RR/GA TION LEGEND ANO NOTES J
/RR/GA TION DETAILS 4
/RR/GA TION DETAILS 5
WATER USE ANO MAINTENANCE PLAN 6
PLANTING PLAN 7
PLANTING DETAILS 8
SEE SHEET L-7 FOR CITY OF CARLSBAD NOTES
SEE SHEET L-2 FOR PRESSURE LOSS CALCS.
SEE SHEET L-3 FOR IRRIGATION SPECIFICATIONS
SEE SHEET L-4 & L-5 FOR IRRIGATION DETAILS
SEE SHEET L-5 FOR RW DETAILS AND
MAINTENANCE MAP.
SEE SHEET L-8 FOR PLANTING DETAILS AND
SPECIFICATIONS
INSPECTION PROCEDURES:
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19. THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER THE
CARLSBAD MUNICIPAL WATER DISTRICT AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF
ENVIRONMENTAL HEAL TH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE
NON--INSPECTING PARTY.
2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP
OR
3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT.
2. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER
SPRINKLER HEADS.
I AM FAMILIAR ~-T THE REQUIREMENTS FOR LANDSCAPE AND /RR/GA TION PLANS CONTAINED IN THE CITY
OF CARLSBAD' L NeS A E MANUAL & WATER EFFICIENT LANDSCAPE REGULATIONS. I HA VE PREPARED
THIS PLAN I CO PU NC WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL. I CERTIFY THAT THE
PLAN IMPL EN S T OS REGULATIONS TO PROVIDE EFFICIENT USE OF WATER.
INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF THE WORK, OR HIS
OESIGNA TED AGENT. REFER TO THE SPECIF/CATIONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS AND
REQUIRED SUBMITTALS.
FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF THE WORK WILL CERTIFY THAT THE
20. THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK" SIGN
SHALL BE CALLED OUT ON Tl-IE PLANS.
21. WHEN RECYCLED WATER BECOMES AVAILABLE, AN ON-SITE USER SUPERVISOR SHALL BE
DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEM
WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS-CONNECTION
PROTECTION, THE RECYCLED PUREYOR'S RULES ANO REGULATIONS ANO THE SPECIFIC
REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF JHE OESIGNA TION, WITH
CONTACT Pl-JONE NUMBERS SHALL BE PROVIDED TO THE CARLSBAD MUNICIPAL WATER
DISTRICT.
IN CASE OF EMERGENCY CONTACT fAARTIN SILVI\
OR AFTER HOURS CONTACT MARTIN SILVA
AT 760.801 .0586
AT 76D.801.0586
G. EACH AU TOMA TIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE
IDENTIFIED WITH A SIGN BEARING THE WORDS "RECYCLED WATER USED FOR
/RR/GA TION" IN ENGLISH AND SPANISH, WITH BLACK LETTERS 1" /-I/GIi ON A
PURPLE BACKROUND. THE SIGN SHALL BE PLACED SO THA r IT CAN BE READILY
SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT.
DECLARATION OF RESPONSIBLE CHARGE:
AM I HEREBY DECLARE THAT I
HA VE EXERCISED RESPONSIB
SECTION 6 703 OF T/-IE BUS
CONSISTENT WITH CURRENT
LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT, THAT I
LE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN
!NESS AND PROFESSIONS CODE AND Tl-IA T Tl-IE DESIGN IS
STANDARDS.
CHECK OF PROJECT DRAWINGS AND SPECIF/CATIONS BY THE
BY:
PHONE NO: ( 75 o)
REGISTRATION NO: 2887 EXPIRATION DATE: 6/30/16 ----------------
INSPECTION PROCEDURES
1. DISTRICT CONSFRUC710N INSPECTION SHALL INCLUDE:
A. REQUIRED SEPARA TJON BETWEEN POTABLE AND RECYCLED WATER
LINES (HORIZONTALLY AND VERT/CALLY).
B. PIPE /DEN TIFICA TION.
C. SLEEVING AT CROSSINGS.
0. APPROPRIATE MA TERI A LS AND MARKINGS, INCLUDING PROPER QUICK 22. ALL PUBLIC AND PR/VA TE POTABLE WATER MAINS INCLUDING FIRE MAINS AND ANY
WATER WELLS AND WATER COURSES WITHIN Tl-IE RECYCLED WATER PROJECT SHALL BE
SHOWN ON THE PLANS.
N DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH IS CONFINED
I UNDERSTAND Tl-IA T THE
CITY OF CARLSBAD AND SA
TO A REVIEW ONLY AND DO
MY RESPONSIBILITIES FOR P
COUPLERS.
ES NOT RELIEVE ME, AS LANDSCAPE ARCHITECT OF WORK, OF
23. CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT DRINKING FOUNTAINS AND/OR
OESIGNA TEO OUTDOOR EA TING AREAS ON THE SITE.
ROJECT DESIGN.
REPARED IN SUBSTANTIAL CON~FZ/w'{\NCE WITH TH[ APPROVED
24. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS /RR/GA TEO
WITH RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY
THESE PLANS HAVE BEEN P
LANSCAPE CONCEPT PLAN,
CONDITIONS OF APPROVAL
WMrn rnNSrn,,.,o, CUN, rif:T"ON nAN, ANO MC
RELATED TO LANDSCAPING.
DISTANCE, CONCRETE Mow STRIPS OR OTHER APPROVED METHODS.
FIRM NAME & ADDRESS:
CALIFORNIA LAN DSCAPE TECHNOLOGIES // h
970 WO
I~ -.
ODLAKE DRIVE
25. ALL /RR/GA TION BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND
RESULTS MUST BE GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL WATER 0/SFRIC!.
PIPE BETWEEN THE METER ANO BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARO
COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON THE CITY WEB
SITE AT http:/ /www.carlsbadca.gov/services/departmen ts/water/Documents/
recyc/edwaterbackflowtesterlist.pdf for recycled or h tip:/ /WWW. carlsbadca. gov /services/
departments/water /Oacuments/waterbockflowtesterlist.pdf for potable or coll 438-2722.
CARDIFF llY THE SEA, CA 92007
12" X 36" SIZE
PURPLE BACKROUND r BLACK LOGO
35" /
1"
(N. T.S.)
WARNING RE YCLED WATER
DO NOT DRINK
BLACK LETTERS
SH HANDS AFTER CONTACTING
LAVESE US MANOS DESPUES DE USAR
1" BLACK LETTERS
2" BLACK LETTERS
.032 ALUMINUM, .060 ABS PLASTIC
OR STICK-ON VINYL SIGNS
TYPICAL SIGNS
C: \DRAWING FILES\TITLE SHEETS\RECYCLED WATER TITLE SHEET.DWG 10/22/2014
PHONE NO: ( 760) 942-
REGISTRATION NO:
In Order to Conserve Water ...
RECYCLED
WATER
IN USE
DO NOT
DRINK
NO TOME
EL AGUA
WASH HANDS AFTER CONTACTING
LAVESE SUS MANOS DESPUES DE USAR
10" X 14" SIZE
.032 ALUMINUM, .060 ABS PLASTIC
OR STICK-ON VINYL SIGNS
288
9320
7 EXP/RA 1/0N DA TE: 6/30/16
DIGA ~RT ...... ~" ·;,~·,m '""
~ 1-800-422-4133
n AT LEAST TVvO DAYS
BEFORE YOU DIG
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
_,,, / I .........
<;) T /]I: ~~~ ~,1 f~c
CARLSBAD MUNICIPAL WATER
"' I: ~;,_~& ~ C) ! c9;..>.
--UJ -..I f1'\ ✓ / s
1 's13oi2tl16 ~,/J~ ~ '-1'(,;J.J~ . , ,,,, ./ .......
rl' 'io'<--"' DISTRICT ENGINEER OFE~~\r ate,
AN APPROVAL LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE
OBTAINED FROM THE CITY AND Tl-IE DISTRICT, AND BE FORWARDED TO THE COUNTY
HEALTH DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL.
2. DISTRICT FINAL INSPECTION SHALL INCLUDE:
A. SIGNAGE INSTALLED PER PLAN.
B. CONTROLLER STICKERS.
C. TAGGING OF VALVES.
0. COVERAGE TEST AFTER coMPLE /JON OF THE SPRINKLER SYSTEM TO
ENSURE PROTECTION OF AREA NOT APPROVED FOR RECYCLED WATER
USE.
E. ALL ASPECTS OF THE /RR/GA TION CONDITIONS INCLUDING WINDBLOWN
SPRAY, RUNOFF, AND PONDING.
F. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS.
G. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, ETC.
II. CROSS-CONNECTION TEST IF REQUIRED.
/. COLOR CODED, LAMINA TEO CHARTS INSIDE EACH CONTROLLER.
3. ANNUAL INSPECTION SHALL INCLUDE:
A COMPLETE INSPECTION Tl-IA T WILL COVER A-I OF THE DISTRICT FINAL
INSPECTION.
REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER,
CITY ENGINEER AND DISTRICT ENGINEER PRIOR TO
!MPLEMENTA TION IN FIELD.
DISTRICT DEVELOPERS NAME: CHRIS BAKER
ADDRESS: 5555 CAR COUNTRY DRIVE
CARLSBAD, CA 92009
4-17-rr:: TELEPHONE: 858.449.0060
DATE DATE PLAN PREPARED: DATE INITIAL
BY: ENGINEER OF WORK
~ ..
JNSTALLA TION /-/AS BEEN COMPLETED BY SUBMITTING THE "CERT/FICA TION OF COMPLETION" FORM. A REQUEST
FOR A FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST
LINE. FAX THE "CERT/FICA TION OF COMPLETION" FORM TO (760) 944-8943. LANDSCAPE INSPECTION REQUEST
PHONE LINE: (760) 602-4602.
CITY OF OCEANSIDE
.
l ~ 1--...../ ?., 1l C) " y.A /I fj I/' NOT TO "' ,,1.... SCALE
HIGHWAY ?a
Q C,i,t,; 0 -"' \, 'to ~~ ~
/ 1l CITY OF VISTA
~PALOMAR
\'C,(! ROAn J ----!;f 1J ~\~ < \ cf> <co \..Jl CITY OF ~ ~c.AD \ SAN MARCOS
"' ALGA a 0;l_ ')~ SITE \ ... ~ .•·.·.·. .·• .. ·
''~ > . . ~ PACIFIC cosr~ _/ AVE 0 ~~ L~ 0 OCEAN ~ cl' '.ii < ~ LJ-.-..
L\_ -CITY OF ENCINITAS '
VICINITY MAP
TITLE SHEET
DATE INITIAL DATE INITIAL
REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
APPROVED FOR IRRIGATION AND
PLANTING ONLY, INCLUDING
PRECISE LOCATION OF PLANTING
AREA -
COUNTY OF SAN DIEGO
DEPARTMENT OF ENVIRONMENTAL HEALTH
LAND AND WATER QUALITY DIVISION
~~ r t..; -2 '-i--t s
GLENN LEEKS DATE
ENVIRONMENTAL HEALTH SPECIALIST
"AS BUILT"
TITLE DATE
REVIEWED BY:
..
INSPECTOR DATE
CARLSBAD MUNICIPAL WATER DISTRICT
SHEET CITY OF CARLSBAD 8 1 PLANNING DIVISION SHEETS
PRIVATE (ONSITE) RECYCLED
WATER SYSTEM FOR:
BOB
APPROVED
PLANNING
ORWN BY, SLS
CHCKD BY, s LS
BAKER VEHICLE STORAd-E
5815
fv;J}__
DRYDEN PLACE
&;/ z:; \\ -.= tt -t-·-Z..'f-1,;
DATE
PROJECT NO. DRAWING NO .
SDP-14-07 485-9L
3127115 SHEET _LOF ..B...S_HEETS
I
/ J
PORTION LOT G
RANCHO AGUA HEDIONDA
MAP fYQ,, .• ,e23·· •,
--
CORNER OF
FENCE.
',
MANIFOLD 24"
.. · OUTSIDE FENCE.
'"·~·---·s-... ·~,"'
LOT 24
CARLSBAD TRACT NO. 81-46
MAP NO. 11287
\ •
\
\ )
/
NORTH
0 bO
SC.ALE, I" = 90'
CRITICAL ANALYSIS
Generated: 2015-02-09 09: 58
P.O.C. NUMBER: 01
Water Source Information:
Install pressure reducer on
New Recycled Water Meter.
backflow per details.
FLOW AVAILABLE
Water Meter Size:
Flow Available:
PRESSURE AVAILABLE
Static Pressure at POC:
Elevation Change:
Service Line Size:
Length of Service Line:
Pressure Available:
DESIGN ANALYSIS
Maximum Station Flaw:
Flow Available at POC:
Residual Flow Available:
Critical Station:
Design Pressure:
Elevation Loss:
Friction Loss:
Fittings Loss:
Loss through Valve:
Pressure Req. at Critical Station:
Loss far Fittings:
Loss far Main Line:
Loss far POC to Valve Elevation:
Loss far Bockflaw:
Loss for Water Meter:
Critical Station Pressure at POC:
Pressure Available:
Residual Pressure Available:
Note: Adjust pressure reducer to
1 "
20.23 gpm
152.00 psi
5. 00 ft
1 "
20.00 ft
148.00 psi
20.12 gpm
20.23 gpm
0.11 gpm
B7
40.00 psi
12.99 psi
3. 92 psi
0.59 psi
2.64 psi
60.13 psi
0.77 psi
7.66 psi
0.00 psi
11.19 psi
2.24 psi
81.99 psi
148.00 psi
66.01 psi
provide maximum of 40 psi to highest
head on station 87 with 10 psi residual.
(Approximate reduction of 55 psi
dynamic pressure).
REFERENCE NOTES SCHEDULE
SYMBOL
I !E;;,9,1 l:
I IR-02 I
SYMBOL
(IR-105~
.z. ~
EXISTING CONDITIONS
DESCRIPTION
Existing COA irrigation valve (2). Cut and cap
lateral line at valve. Abandon all existing
irrigation pipe in place. Contact Trey
619.822.0027 or Mario 619.954.0354 at
Brickman Group to coordinate removal of any
heads or valves they may want to salvage.
Existing COA control valve. Protect valve in
place and reuse as indicated. Abandon all
existing lateral pipes and install all new laterals
and sprinklers as shown.
Existing COA solar controller. Protect in place.
Existing COA mainline and wire. Locate o_nd
protect in place. If damage occures, notify
Brickman Group immediately at 619.822.0027
or 619.954.0354.
PROPOSED IMPROVEMENTS DEDICATED METERS
DESCRIPTION
Locate new mainline, wire and valves 18" to
24" outside of new fence and wall lines.
Mainline is shown inside fence for clarity only.
Install laterals in stainless steel sleeving over
brow ditch per details. (Typical).
Install all new irrigation heads 24" from back
of sidewalk or other hardscape edges. (Typical).
Install all toe of slope heads 18" to 24"
upslope from toe. (Typical).
Owner to install new 1" Recycled water meter
and 1-1/4" supply line. Tie into recycled water
line in street per engineering plans.
CALIFORNIA
~l?B~~
/or((Jscope
orch/leclur8
/n1gaflo/1des/g1
SEE SHEET L-3 FOR IRRIGATION LEGEND
970 Woodlake Drive
Caldill' by ltleSea
California 9.2007
760H.93al SEE SHEET L-4 & L-5 FOR IRRIGATION DETAILS
SEE SHEET L-1 FOR ADDITIONAL RECLAIMED
WATER INSTALLATION INFORMATION.
SEE SHEET L-3 FOR IRRIGATION
SPECIFICATIONS
ASBUILT 7/15/15 SLS
IRRIGATION PLAN
APPROVED FOR
/RR/GA T/ON AND PLANTING
ONLY, INCLUDING PRECISE
LOCA T!ON OF PLANTING
1 AREA.
"AS BU IL T"
~ 711211/C
EXP. (£(3:2/1/1<' DATE
INSPECTOR DATE
1-----+--+-1 -----------t--t-----t-----t----1 I SHiET I CITY OF CARLSBAD I SH~ETS I PLANNING DIVISION ;::::===----===========::::::::=::::::=;:;:;:=='....:===;
Expiration Date:
LANDSCAPE IMPROVEMENT PLANS FOR:
BOB BAKER VEHICLE STORAGE
5B15 DRYDEN PLACE
APPROVED:
DATE INITIAL DATE INITIAL DATE INITIAL
1-------jf------+---------------t----t----t---i----, ~,--,P~LA~N7N~l'l'N==Gr:=-=~:sr~C:J-;:::::======::::::=::::::==::;-r;::.-:::::--=-::::._::::._;::.-=-:::..,~
1 DWN BY: PROJECT NO. DRAWING NO.
DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ~~~g ~~: _...SL..,_S_ SDP-14-07 485-9L
3/27 /15
1-
.....J
:::) co
Cl)
<(
.~----------------~----~--------------------
IRRIGATION SPECIFICATIONS
1. Irrigation plan is diagrammatic. Irrigation design assumes no deviation in grading, paving
and/or planting plan layout from actual field conditions. All new irrigation equipment shall
be located in planting areas only unless noted otherwise. All new equipment shall be
installed as shown in the details and as noted in these specifications. Contractor shall be
responsible for reviewing planting and irrigation plan layout against actual graded field
conditions prior to commencement of work. Any deviations in actual field conditions from
those shown on irrigation plan shall be brought to the attention of the Landscape Architect
prior to commencement of Work. Contractor shall be responsible for the cost of replacing
and/or modifying any irrigation equipment installed where field conditions differ from those
shown on planting and/or irrigation plans when said installation has not been approved in
advance by Owner or Landscape Architect.
2. Existing irrigation shall be abandoned in place. Contact Brickman Group at 619.822.0027
or 619.954.0354 prior to construction to allow them to salvage existing equipment including
valves and sprinklers if desired. Existing controller, all existing mainline and wire, and one
valve shall be protected in place as indicated on plans for reuse.
3. Contractor shall keep the premises clean and free of excess equipment, materials and
rubbish incidental to work covered under this section.
PVC Specifications:
A. All risers shall be P.V.C. Schedule 80.
B. All pipe fittings shall be P.V.C. Schedule 40.
C. All mainline pipe 1-1/2" or less shall be purple P.V.C. Schedule 40;
D. All lateral pipe shall be P.V.C. purple Sch. 40 (minimum 3/4 inch).
G. All sleeves shall be Purple PVC Schedule 40.
4. Contractor shall highline a temporary domestic supply to test all sprinkler operations and
pressure test mainline. Domestic supply shall be used until cross connection tests are
performed with DEH and CMWD staff per DEH and CMWD requirements. Connection to
recycled water meter shall be performed only after approval is provided by DEH and
CMWD.
5. Contractor shall install pressure regulator to provide correct operating pressure to heads on
each circuit.
6. Contractor shall adjust pressure regulators at backflow preventer and flow at valves to
provide correct operating volume and pressure to heads on each circuit.
7. Contractor shall install new controller(s). New automatic controller shall be size and type as
noted and installed as indicated on irrigation plan or where directed by Owner. Controller
shall be installed per manufacturer's instructions. Control wires shall be sleeved in electrical
conduit, using sweep ells, from controller interior to eighteen inches (18") below grade.
8. Wire Specifications:
A. Contractor shall install new wire from controller to valves. All new wire shall be 14-gauge
ANG-UF, direct burial type. A red wire shall be provided for each valve station including
extra wire. Common wire shall be white. Wire runs are to be continuous from controller to
valve with splices at valves only. Splices and connections shall be made with pen-tile
connectors or equivalent and shall be placed in valve box.
B. All wires shall be installed with twelve inches (12") of excess wire (coiled) at the end of
each wire run and at ninety degree changes in direction.
C. Control wire shall be laid eighteen inches (18") deep. Control wire shall be bundled and
placed beneath mainline where possible, taped to mainline at ten feet (1 O') on center.
D. One (1) additional control wire shall be run to each valve manifold. Wire shall be
bundled, taped, and placed in control valve box.
E. Contractor is to provide an additional common wire to the end of the mainline run in two
directions from the controller. Wire shall be bundled, taped, and placed in control valve box.
9. All automatic control valves shall be of size and type noted in legend. Valve manifold shall
be connected off of a single tee on the mainline except at the end of the mainline run.
Valves shall be set a minimum of eight inches (8") apart to allow servicing. Valve shall be
tagged with controller letter and valve number permanently marked on plastic tag. Install
plastic "Do Not Drink" tag on valve per detail.
1 o. One (1) valve shall be installed in each box. Valve boxes shall be purple in color and
rectangular and shall be located within shrub planter beds (wherever possible) and shall be
set flush with the mow curb, or a minimum of twelve inches (12") away from any other
hardscape or structure. Valve box shall be large enough to accommodate servicing valves.
11. All pressure mainlines shall be eighteen inches (18") deep and all PVC laterals shall be
twelve inches (12") deep. Trench backfill shall be free of any material that may damage
irrigation pipe or equipment including rocks in excess of one inch (1 ") in diameter. In the
event of backfill settlement, Contractor shall perform required repairs at his own cost Avoid
cutting roots over 6" in diameter. Trench over or under such roots. Protect existing trees to
the greatest extent possible when trenching.
12. Design assumes point of connection at new one-inch (1 ") reclaimed water meter.
Contractor shall contact Landscape Architect if service line or water meter size does not
meet requirements noted above.
13. All mainline, wiring and lateral lines shall be sleeved with purple PVC Schedule 40 two and
one half (2-1 /2) times the diameter of the sleeved line where it passes under paved areas or
through walls. (See Sleeving Detail). Irrigation Contractor shall coordinate with Concrete
and A.G. Paving Contractor to ensure all sleeving is set prior to concrete pours and asphalt
placement. Contractor is to locate and utilize existing sleeves under driveway and walks, if
available. Under no circumstances shall new irrigation lines be installed under asphalt or
concrete without sleeving.
14. All spray heads are to be located a minimum of eight inches (8") away from any building
wall, fence or structure and a minimum of twenty four inches (24") away from walks and
drives. Contractor shall relocate all risers that do not meet this minimum setback
requirement in areas affected by new construction. All heads are to be installed with the
nozzles, screens and arcs shown on the plans unless radius or arc is inappropriate for size
and space irrigated. Contractor shall provide correct nozzles and arcs for actual areas
irrigated to achieve 100% coverage. Relocate heads that would otherwise be located too
close to a tree trunk to a location that allows adequate coverage. Add heads if required
around trees to ensure adequate coverage and to reduce "rain shadow."
C: \DR,-\ltll'lG FILES\Tl1LE SHEETS\CLSB IP.DWG REVISED; 5;-15;2012
15. Check valves shall be used where indicated and wherever necessary to prevent water flow
from lower elevation heads when system is turned off, including dripper lines.
16. Prior to backfilling irrigation trenches, the following procedures shall be implemented:
A. All mainlines in the system shall be capped and pressure tested at 125 psi for a period
of four (4) hours. Any leaks found shall be corrected by removing the leaking pipe or
fittings and installing new material in its place.
B. Contractor shall not allow nor cause any of his work to be covered until it has been
inspected, tested and approved by the builder/Owner's authorized representative.
17. Irrigation Contractor shall adjust all heads and nozzles to provide even coverage to all
planter areas and to keep spray off buildings, walkways, walls and drives. Under no
circumstance shall over spray be allowed onto buildings, walls, fences or hardscape. This
includes, but is not limited to, adjustment of diffuser pin or adjustment screw, replacement
of pressure compensating screens, replacement of nozzles with more appropriate radius
units and the replacement of nozzles with adjustable arc units.
18. When installation of the irrigation system is completed and prior to planting, the Contractor,
in the presence of the Builder/Owner's authorized representative, shall perform a coverage
test of water afforded all planting areas to ensure it is complete and adequate. Contractor
shall furnish all materials and perform all work required to correct any inadequacies of
coverage at his own cost.
19. Contractor shall furnish to Owner a complete "As Built" drawing of new and existing
equipment installed showing exact size, type, and dimensioned locations of the following
items:
A. Point of Connection
B. Ball Valves
C. Quick Couplers
D. Control Valves
E. Controllers
F. Mainline
G. Controller Wire
H. Sleeving
The "As Built" drawing shall be prepared on bond original and Contractor shall provide two
prints and a PDF copy, along with original, to Owner.
Contractor shall also provide a reduced "As Built" drawing (maximum 11x17 size),
color-coded, showing areas irrigated by each station. This plan shall be encased in plastic
upon Owner's approval of drawing. Contractor shall also provide irrigation programming
chart These are to be delivered on or before final inspection. Final As Built plans will be
required to be reviewed and approved by the City of Carlsbad, and signed by the City of
Carlsbad prior to release of securities.
20. Irrigation Contractor shall maintain the system for a period of sixty (60) days upon Owner
acceptance of construction completion and shall water as required to establish new plant
material.
21. Contractor shall provide controller keys and manuals, one (1) quick coupler key with hose
swivel, and an additional quantity of six of each nozzle type used to Owner at turnover.
22. Irrigation Contractor shall guarantee in writing the entire newly installed irrigation system to
be free of defects in workmanship and materials for a period of one (1) year from final
acceptance by Owner.
IRRIGATION OPERATION
1. This section is provided as a requirement for maintenance during the establishment period
and as a recommendation for future continued maintenance.
2. Irrigation is to be maintained and operated in such a manner as to prevent water from
collecting on or running across concrete or asphalt or from overs praying onto buildings,
fences, walls or other hardscape features.
3. Where landscape irrigation is required adjacent to buildings, the subgrade soils shall be
maintained in a moist but not saturated state.
4. Maintenance Contractor shall be required to have available and use a soil tube or probe to
frequently check soil moisture before and after operation of the irrigation system to evaluate
the necessity for irrigation scheduling adjustments. Contractor shall adjust system timing
and coverage patterns on an ongoing basis to compensate for reduced water requirements
as plants mature and pattern deflection as plants grow.
5. Maintenance Contractor shall be required to frequently test the irrigation system to ensure
that all heads operate correctly and that no breaks or leaks exist. The Maintenance
Contractor shall not permit the irrigation system to operate with broken equipment. Repairs
to the system shall be made with originally specified materials in accordance with the
Landscape Architect's plans to ensure proper coverage and pressure within the irrigation
system. Failure to match originally specified materials may result in an inoperable system
with significant water waste.
Max. runtime: 30 min./station/day
30 x 14 stations = 420 minutes/60 = 7 hours/day
SYlvlBOL
[[]
~
IEi
MANUFACTURER /MODEL/DESCRIPTION DTL/SHT
Rain Bird PESBR D/L4
1" Valves for Reclaimed Water Applications.
Wilh Scrubber Mechanism Technology, and
Purple Flow Control Handle. Install with
LEMA solenoid and model 30-926 adapter
fur each valve installed.
Existing F<oin Bird PEBR
1-1/2"Valve with Purple Flow Control
Handle.
Nelson 7645
1" brass quick coupler valve with Acme
threads for slow flow control, with locking
rubber cover and purple cop with reclaimed
water warning.
Mateo-Norco 759
Brass Shut Off lJall Vulve, 1/2" to 4".
Two Piece Body, Blow-Out Proof Stem,
Chrome Plated Solid Bross Boll, Threaded,
with PTFE Seats. Some size as mainline
pipe.
LEIT 4006 solar controller "A"
6 station solar powered controller. Install
on MC04000L 48" mountir19 culumr1 per
manufacturers recommendations. Provide 1
LIET Key for each controller.
LEIT 4008 solar controller "B"
8 station solar powered con troll er. Install
on MC04000L 48" mounting column per
manufacturers recommendations. Provide 1
LIET Key far each con troll er.
Existing COA Controller
Protect in place. Protect all existing wire
in place.
Pressure Reducer
Wilkens 500XL Pressure Reducer
N/A
G/L4
F/L4
J/L5
J/L5
N/A
Water Meter 1" N/ A
New Recycled Water Meter. By others.
Irrigation Lateral Line: PVC Schedule 40
PVC Schedule 40 irrigation pipe.
E/L4
Purple "Alert"recycled waler pipe.
Irrigation Mainline: PVC Schedule 40 and
PVC Schedule 40 to 1-1 /2", PVC Class
315 SOR 13.5 for pipes 2" and larger.
Purple "Alert''recycled water pipe.
Closs 315
E/L4
Pipe Sleeve: PVC Schedule 40
Typical pipe sleeve for irrigation pipe. Pipe
sleeve size shall allow for irrigation piping
and their related couplings to easily slide
through sleeving material. Extend sleeves
18 inches beyond edges of paving or
construction. Purple "Alert"recycled water pipe.
Valve Collou l
II/L4
IRRIGATION SCHEDULE
SY~~BOL DTL/SHT MANUFACTURER /MODEL/DESCRIPTION
@@ C/L4 Hunter MP1000 PROS-00-PRS40
C/L4
C/1_4
(D (D
ADJ. 360 C/L4
B/L4
Shrub Rotator, fixed-riser, pressure
regulated to 40 psi (2.76 bar), MP Rotator
nozzle. M=Maroon adj ore 90 to 210,
L=Light Blue 210 to 270 ore, o~Olive 360
ore on PRS40 body.
Hunter MP2000 PROS-OO-PRS40
Shrub Rotator, fixed-riser, pressure
regulated to 40 psi (2. 76 bar), MP Rota Lor
nozzle. K=Black adj ore 90-210, G=Green
adj are 2·10-270, R~Red 360 ore on
PRS40 body.
Hunter MP3000 PROS-00-PRS40
Srir·ub Rotator, fixed-riser, pressure
regulated to 40 psi (2.76 bar), MP Rotator
nozzle. B=Blue adj ore 90-210, Y~Yellow
adj arc 210-270, A=Gray 360 arc on
PRS40 body.
Hunter 1'vlP800SR PROS-OO-PRS40
Shrub Rotator, fixed-riser, pressure
regulated to 40 psi (2.76 :ior), MP Rotator
riuzzle on PRS40 body. OR = Orange adj
arc 90 to 210.
Hunter ~AP1000 PROS-12-PRS40-CV-R (2)
Shrub Rotator, 12" (30.48 cm) pop-up
with check volve, purple cap, pressure
regulated to 40 psi (2.76 bur), 1'vlP Rotator
nozzle. M=Maroon adj arc 90 to 210,
L=Light Blue 210 to 270 arc, O=Olive 360
ore on PRS40 body.
Hunter lvlP2000 PROS-12 PRS40-CV-R (2)
Shrub Rotator, 12" (30.48 cm) pop-up
with foctory installed check valve,
reclaimed body cop, pressure regJloted to
40 psi (2.76 bar), MP Rotator nozzle.
K=Block adj ore 90-210, G-Green adj ore
210-270, R=Red 360 ore on PRS40 body.
(~ 0(8 B/L4 Hunter MP3000 PROS-'!2-PRS40-CV-R (7)
Shrub Rotator, 12" (30.48 cm) pop-up
with factory instoiled check valve,
reclaimed body cap, pressure regulated to
40 psi (2.76 bar), MP Rotator nozzle.
B=Blue adj ore 90-210, Y~Yellow adj ore
210-270, A=Groy 360 arc on PRS40 body.
RAD PSI GPM PR
8'-15' 40 VAR. 0.4
13'-21' 40 VAR. 0.4
27' -30' 40 VAR 0.4
6'-12' 40 VAR. 0.8
8' 15' 40VAR. 0.4
13'-21'40VAR. 0.4
22'-30'40 VAR 0.4
CALIFORNIA
ti
I # I \/ulve Number
#1 I #-a-----Volve Flow
'-4,!!!!BL----Vulve Size
LANDSCAPE
TECHNOLOGIES
landscape
archttecture
Irrigation design
970 Woodlake Drive
Cardiff by the Sea
California 92007
760.942.9320 0 Hunter Irrigation Mini-Clik roin sensor.
Existing recycled rnuirilir1e water pipe.
M/L5
~I/A APPROVED FOR
/RR/GA TION AND PLANTING
ONLY, INCLUDING PRECISE
LOCATION OF PLA!\JTING
ARFA.
Existing recycled street mo1n water pipe. N/A
/1\
SEE SHEET L-4 & L-5 FOR IRRIGATION DETAILS
SEE SHEET L-1 FOR ADDITIONAL RW
INFORMATION.
SEE SHEET L-2 FOR PRESSURE LOSS CALCS.
IRRIGATION LEGEND AND NOTES
RCC: __ _
REVIEWED BY:
INSPECTOR
"AS BU IL T"
EXP. ___ _ DATE
DATE
I SH~ET I Cl'l'Y OF CARLSBAD I Sll[8[TS I
PLANNINC DIVISION ,-----_-.;.:;::::---""1---+-----l------------------l---.l----l---f----l :===~=============:'.-'==~ ,-/4, ,l LANDSCAPE IMPROVEMENT PLANS FOR:
Expiration Date:
<l ,>':,2f] Pf2
.;:,,°"<v s 7'Rf~,,, -11'c, BOB BAKER VEHidLE $TORAGE
/]' '£ '--'-/___, -. 2"'"' 't 5815 DRYDEN PLACE :; Yd) IL -:_ ~
I e1301;'016 1------+---+--------------+----+---+----+----I I APPRovco, J"k-11 er ell ~rt: +. 'Uf. t.; I
PLANNING . ~===--=;;;:::;;::=::;--;:=====-~-:-=---~ ---. ---
l-----+-----t-----------------+---+-----t-----1----t DW~I BY: SLS PROJECT NO. DRAWING NO.
DATE INITIAL DATE INITl1\L DATE INITIAL CHKD BY: SLS
DESIGNER OF WORK REVISION DESCRIPT!ON OTHER APPROVAL CITY APPROVAL RVWD BY SD P-14-07 485-9L
3/27 /15
i .
' ,,:
' ..
0 OMIT A-------SCALE: N. T. S.
' '
\fl
<J w IL
\fl
w w \fl
' z x
<()
' '-
' ' [[[ [[xvvYvvv vvxxxxx 1 [[[~ . vxvvvxvvv xxxxxx --·-m XYX'xY X'xvY XXXXXXlJ-_-_ vvvvvVvvvv AX xx]-..... _:KA v v x x v v x x v ., x x xi,111-1 \] :I [ [=[ [v " v v x " " v v " I [ [ [ I . -xvvxvvvxvvvxxx -==111 ~'x 'x yV>( 'x yV\( XV XX x'Yl~ln3 [2" -'x V V V V V V V V V x )< X x x )< X].,. == ------------------@ l I !''"]" ,,, ' ' "I Ill 2 Till V V X )<]'Tl' T xvvxxvvxxv'><XX"x -1 II 11~ vvvxVVVX Xx xx,~i ·11r-------G) == vvv VVVVVVxxxxxxA-= ~ , -c~ xxvxxvvx xvxxxv1, -· xx xxxvXXXxXXxxX~ --11Wnk V x V V V " V V V x x x X x x i1111111 --® -XY'xXYYXXYY XXXXXXl-~
,,,I ·JTT!f,IVVVVVVXYVXVVV A Ill I
12 1, =[[[ [[xx xx 'x x x"-x xx,x,xxxJ~ -vyvv yvvv xxxxxx =[ [ [ :, x x v x v x x x x v v x x x x x x:I I [-_-_,kvvvv vvvvvxxx xx-:111-J j/',(vvv•,/y'><',( vvv'xv'X'',(v ""/AXA~v x~I== 1= 4 nJlh 'xv'.<v'x V 'x '.<VX y xv YXX x:X~ ,;<=TL--l
' '-
:1 --v v v v v v v v v x 111-· Illy XY, y~ xx ·11' I s xvxvv vvv~ XAXX-
=111111~~;,/ v ~ ~;7/j//~Jli, 111-11 /// /// / / / .!_!, ,l I 111 @
: == 1-111-111 111-111 Ill-Ill-Ill-II== = _;;;ill,;,_111;;-;_I I I~, ,Ill,:, -~~-111; ,ill;-;,ill;-;LU;-;-;l
I. FINISH GRADE
_.::l. C,LEAN ElAc-KFILL -'10% C,OMPAc-TION REGUIRED -SEE 5PEC,5
5. "ALERTLINE" RJRPLE NON-PRES!,.JRE REC,LAIMED ~TER LATERAL
LINE PER LEGEND. NO SLEEVE 15 REGUIRED ~RE LATERAL LINE
C,R055E5 POTABLE LINES.
4. "ALERTLINE" RJRPLE PRESSURE 5UPPL Y MAINLINE PER LEGEND.
5. C,ONTROL ~IRES -INSTALL ElELO~ PRE55URE :LJPPLY LINE
6. PROVIDE_.::l" OF C,LEAN SAND BELO~ PRES!,.JRE MAINLINE
1. RJRPLE "NON-POTABLE" MARKING TAPE LOC,ATED l.::l" ABOVE MAINLINE
AND SEC,OND TAPE DIREC,TLY ON TOP OF MAINLINE
~ TRENCHING
~------
2
®-~--
~
51------~-
SCALE: N.T.S.
~r------
i;--..__ ____________ ____
-
I. SLIP 6A5E SOC,KET OVER END OF ~IRES
-2. STRIP ~IRES APPROX. 5/1!," FROM ENOS -T~l5T TO~THER
5. APPLY SEALER TO OUTSIDE OF SEALING PU.16 AND FILL C,AVITY ~ITH SEALER
4. RJT C,RIMP END OVER ~IRE ENDS -C,RIMP SLEEVE AND C,l!T OFF EXC-E55 ~IRE
5. RJLL ElASE SOC,KET OVER END OF ~IRES AS FAR A5 P05516LE
6. RJ5H SEALING PU.16 INTO ElASE 50C,KET
1. RJ5H ~IRES TO END OF 6ASE SOC,KET TO ENSURE C,OMPLETE SEALING OF C-ONNEC,TION e,_ C-OMPLETED ~TERPROOF ~IRE C,ONNEC,TION
(i\ WIRE CONNECTOR
~------
SCALE:: N.T.S.
C: DR ING FILES TITLE SHEETS CLSB-IP .D G REVISED: 5 5 2012
.24"
I"
6
-111· rn rn 11 rn rn
111i'11 11i'111111111 i'11 111llL
I Ill Ill IIIII" 111-111-·
I i
I. 5HRUe HI-POP SPRAY / ROTOR HEAD PER LE<SEND
::l. PVC, SC-H l!,O NIPPLE -l::l" MINIMUM LENGTH
:l. PVC, SC-H 40 STREET ELL -TxT
4. MARI.EX STREET ELL -TxT
5. PVC, SC-H 40 LATERAL LINE FITTING
6. LATERAL LINE PER LEGEND
1. FINISH GRADE
e,_ PURPLE -R C-OVER
NOTES,
l2"
s
sJJSE TEFLON TAPE ON ALL MALE PIPE THREADS FOR PVC,
TO PVC, C,ONNEC,TIONS. SET PERIMETER HEADS_.::24" FROM
ED~ OF aJF1.El5 AND Y'IALKS, AND l!,"-1.::l" FROM FIXED VERTIC,AL
OBJEC,TS SIJC,H AS FENc-ES, l"IALLS, BUILDI~, ETC,.
BOTTOM INLET OF HEAD MUST 6E l!SED.
® SHRUB HI-POP HEAD B f-------------
SCALE: N. T. S.
F
2
ev
IB" MIN. , 1
2"
"""--"'-t');. oo:;ov~~o;ovo' 6
O Zn~&o~o0 cill~ ~o 'Ji\'~ Cr, <JoO O ('\ ~4'J...' oO O ('j';fY (A\
I. 10" ROI.IND RJRPLE PLASTIC, VALVE BOX ~OC,KING LID ~
.-2. HEAT ElRAND "ElV" (OR "PR") ON LID IN_.::l" HIGH C,HARAc-TER5
5. FINISH GRADE
4. 5/4" C,RIJ5HED ROc-1< -4" DEPTH
5. ElALL VALVE OR PRES!,.JRE REDUC.ER PER IRRIGATION PLAN
6. C,OMMON ElRlc.l< -4 REGUIRED
NOTE,
•
,. SC-H 40 PVC, MALE ADAPTER -..:2 REGUIRED
e,_ MAINLINE PIPING PER IRRIGATION PLAN
q_ VALVE BOX EXTENSION(S) AS REGIJIRED
• IL::l" IN TURF AREAS AND _.::l" IN 5HRUe AREAS
sJJ5E TEFLON TAPE
ON ALL MALE PIPE
THREADS.
BALL VALVE OR SCALE: N. T.S.
PRESSURE REDUCER
NOTES,
I. REElAR NOT REGIJIRED FOR SPRAY HEADS.
..:2. 00 NOT LOC-ATE HEADS ON RISERS CLOSER
THAN e, ' TO T\JRF, 51DEY'IALKS, aJF1.El5 AND
ROAD~YS.
4
s
" MIN. FROM TOP OF SLOPE OR PAVING
TOP OF SLOPE
~ IUlldlUllcclll llf•i\MmlJ1mllF
e
I. FINISH GRADE
::l. TOE OF SLOPE
:l. SC-H. e,o RI SER
4. ROTATOR NOZZLE. ADJJST HEAD TO SPRAY
PARALLEL TO SLOPE.
5. RJRPLE MPR40 ADAPTER ~ITH e,HEe,K VALVE
TO PREVENT LO~ HEAD DRAINAGE.
6. OMIT STAKING ON ROTATING 5PRINKLER5.
"T. OMIT.
e,, PVC, SC-H. 40 RJRPLE NON-PRESSURE
IRRIGATION LATERAL LINE
q_ PURPLE "00 NOT DRINK" DEC,AL
~ ROTOR/SPRINKLER ON SLOPE
~-~-----
18"
"
J11i'11;1;_1 Ill 2· I Ill ""\~7
~1 I I 111 I I, ) 11 111 111::-1
~1 I I 111 -=I I l=-
. 11lli----JH90 . -1 -~~
1-1 l<;C_=r,";1_9-~
111 11111 111 1 _--c-l I I _L.J.-=-,~-~11 ~rr---1-----<
-i 11 11 -•·-_.
'II-·· .
I. q" DIA. RJRPLE PLASTIC, VALVE BOX, HEAT-BRANDED
"GC" ON J..ID. INSTAU.--=z11 .A\OOVE cSRADE IN
GROUNDC-OVER
NOTE,
GIJIC,I< C.OUPLERS SHALL 6E
OF A TYPE APPROVED FOR
REC,YC,LED ~TERsJJSE.
e,, RED 6RA55 RISER
q_ IL::l C,1!, FT. MIN. C,ONC,. THl'IJST Ell.Oc.l<
SCALE: N TS.
__::;i_ FINISH GRADE
5. PAVING OR STRUC,11./RE
10. PVC, ELL OR TEE (C,ONNEC,TION TO MAINLINE!
4. GIJlc.l< C,OUPLER ~ITH ~ C,AP
5. 511 DePTH PEA 5-AAVE!..
6, INSTALL BOX LEVEL ~ITH ::l STANDARD ElRIC,KS
1. RED 6RA55 C,OUPLING ® QUICK COUPLER
11. (::l) RED 6RA55 STREET ELLS
12. RED 6RA55 NIPPLES (::l)
l:l. RED ElRA55 ELL
SCALE: N. T. S.
4" min.
12
4
s
I. FINISHED GRADE I" BELO~ VALVE BOX TOP IN TURF AREAS;
_.::l" BELO~ VALVE BOX IN 5HRUe 6E05.
e,, PVC, SC-H. 40 LATERAL LINE -RJRPLE PIPE PER 5PEC,S.
q, SC-H. 00 JJNION
::l. RJRPLE PLASTIC, REC,TANGULAR VALVE BOX. BOX TO 6E Pl.Ac.ED
AT RIGHT ANGLE TO HARDSC,APE EDGE.
5. C,ONTROL VALVE, SEE LEGEND FOR SPEC,
4. ~TERPROOF ~IRE C-ONNEC,TOR -PENTITE OR EG.
10. ElRIC,K 5UPPORT5
11. 5" SC,H. 00 NIPPLE TYP. (5 TOTAL!
l.::l. LAND5c-APE F ABRI e,
15. IL::l C,.F.-C,LEAN 5/4" GRAVEL
5. II!," ~IRE LOOP !YIRAP AROI.IND IL::l" DIA. PIPE TO FORM C,OIW 14. PVC, RJRPLE MAINLINE PIPE FROM ElAc-KFLO~ PER SPEC,S.
6. RJRPLE VALVE ID TAGS MARKED "DO NOT DRINK".
1. PVC, SC-H 40 SLIPxFIPT ADAPTER, (;2 REGIJIRED)
15. PVC, SC,H.40 ELLS (::l) OR TEE
®f---_M_AS_T_E_R_.__/_RE_M_O_T_E_C_O_N_T_R_O_L _V_s~-::v_N;-_s_-
12" , ..
b"
• •
'-SC::-
"I '-2" ,;
I'-
f-12•--;f
I. HARDSC,APE (TYPIC,AL)
::l. C,LEAN ElAc-KFILL -qOl!, GOMPAC,TION REGIJIRED -SEE 5PEC,5
5. SAND (TYl'IC,ALJ
4. NON-PRE55URE LATERAL LINE / SLEEVE (SIZE PER C,HART); RJRPLE sc-H. 40.
5. C-ONTROL ~IRE SLEEVE ADJAC.ENT TO MAINLINE SLEEVE (SIZE PER C,HART)
6. PRE55URE 5UPPLY LINE / SLEEVE (::lX LINE SIZE); RJRPLE SC-H. 40
,. PURPLE "NON-POTABLE" MARKING TAPE LOC-ATED 12" ABOVE MAINLINE
AND SEC,OND TAPE DIREC,TL Y ON TOP OF MAINLINE
NOTES,
ALL SLEEVES TO 6E RJRPLE 5C,H 40 PVC,. SIZE ALL SLEEVES PER 5PEC,IFIC,ATIONS
ON PLANS. EXTEND SLEEVES l.::l" BEYOND ED~ OF HARDSC,APE ON BOTH
ENDS. REC,LAIMED ~TER SLEEVES TO 6E MINIMUM24" DEEP
(OR PER ~TER Dl5TRIC,T STANDARDS)~ APPLIC,ABLE. M SLEEVING
~------
SCALE: N. T.S.
CALIFORNIA
LANDSCAPE
TECHNOLOGIES
landscape
architecture
Irrigation design
970 Woodlake Drive
Cardiff by the Sea
California 92007
760.942.9320
APPROVED FOR
IRKIG'A !ION AND PLAN TING
ONLY, INCLUDING PRECISE
LOCATION OF rLANTI/\IG
AREA.
"AS BU IL T"
RCE __ _ EXP.____ DATE
REVIEWED BY:
IRRIGATION DETAILS INSPECTOR DATE
t----+---+-------------1----l---1----l---1 I SH!ET I __ c._ ITY o F c ARLS BAD I s1 l[s· [TS I
r-----==-----r----+--+-----------------1----1---+--+----1 PLANNING DIVISION
1
---~-~--LANDSCAPE lMPlWYJ<:MKNT PLANS ~'OK
Expiration Date:
BOB BAKER VEHidLE ~TORAOE
5815 DRYDEN PLAdE
l---+-----4-----------------+---+----11----1---11 APPROVED d( . I J ~ q:-E:lL$_~':f.-2---=,.t.:; ..
PLANNING ~==-------------------_J
~~~~~~~
OWN BY: SLS PROJ[CT NO. DRAWING NO.
CHKD BY SLS SOP 14 0 48 9L RVWD BY: . --7 5-
IJATE INITIAL
DESIGNER OF WORK REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
3/27 /15
\
i ,L
.
' ••
® LEIT 4000 ®
®
4
5
• ' •
• ' • 12.
•
CD IRRIGATION CONTROLLER
C: DR G F\LES TITLE SHEETS CLSB-IP.D G REVISED: 5 5 2012
LEGEND
0 AMBIENT LIGHT POWERED
IRRIGATION CONTROLLER.
0 TERMINAL STRIP.
0 12 OR 14 GAUGE WIRE.
0 PROGRAMMING KEY.
0 34" STEEL MOUNTING COLUMN.
0 FINISH GRADE.
0 6-1 /2" OF BACKFILL SOIL.
0 POURED CONCRETE BASE
1-1 /2 CU FT INSTALL
PER MANUFACTURER'S
INSTALLATION GUIDE.
0 DIRECT BURIAL CONTROL WIRES
TO CONTROL I/ AL I/ES.
SCALE: N.T.S.
~ 3. 5' 0
~f
(i) STREET SURFACE
@ POTABLE SERVICE LINE ( SEE IMPROVEMENT DRAWINGS )
@ 12" MINIMUM REQUIRED VERTICAL SEPERATION
@RECYCLED WATER IRRIGATION MAINLINE W/ SLEEVE
NOTES:
ALL RECYCLED 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 RECYCLED WATER MAINS' OCTOBER 1993
0
®1--P_O_T_A_B_L_E_M_A_I _N _L I_N_E_C_R_O_S_S_I N_G_S_CAL-E: N-.T.S-.
APPROX.8''
POTABLE SERVICE LINE
10' MINIMUM TO POTABLE MAINLINE IN STREET
(i_)SIDEWALK
@CURB
@ METER BOX WITH METER
0 RECYCLED WATER IRRIGATION MAINLINE W/ SLEEVE
® 12" MINIMUM
NOTES:
0
1. VERTICAL CLEARANCE OF 12" MINIMUM IS MANDATORY WHEN CROSSING
PATH OF A POTABLE WATER LINE.
2. INSTALLATION OF RECYCLED WATER IRRIGATION MAINLINE 24" FROM FACE
OF SIDEWALK WILL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE
FROM POTABLE MAINLINE IN STREET
(DI--P_O_T_A_B_L_E_M_A_I _N L_I_N_E_C_R_O_S_S_I N_G_S_CAL-E N-.T.S-.
'
/1\
''7)'' ¼ (s\\ R 4' -1-90 ,,, ,,, I ""' ~ ()1-.... c9A
---OJ --l rn ✓ ) 0 ---;
1 L 6/30/2016
* \ tf lroli,;' I* o' '-... ,.. ,.,.
l--1 Rs"' r12 OF cA,1,0 DATE INITIAL
DESIGNER OF WORK REVISION DESCRIPTION
Expiration Date:
M
DATE
• o • <> 0 ••• ,o • o•·•·o• . . . . 0 • "0 0 • • • • 0 • • • o•••·o•O
• ~ ,0 <>o • "0 •: o' . . . . . . . . "
o •, • o • • • o 0"
16
5
7
BLACK WIRE
BLACK WIRE
15
0
0
0
0
0
0
(!)
@
G
@
@
@
@
@
0)
@
LEGEND
"MINI CLIK"
R/\IN SENSOR.
DIG PLASTIC PIPE CAP
I" CAP PART No. 23-001 or
I.S"CAP PART No. 23-053
WITH HOLE FOR WIRES.
DRILL TWO 3/16 HOLES IN PIPE
FOR SENSOR BRACKET.
[2) #8-32 MACHINE SCRPWS
WITH WASHER. LOCK WASHER
AND NUT.
l" or l .:i" GALVANIZED PIP!::
6 lo IO FEET HIGH.
12" X 12" CONCRFIF BASE
8" DEEP MINIMUM.
1" or 1.5" PIPE ELBOW.
FINISH GRADE.
6" .~OUND
VALVE BOX.
SKIT ADAPTER
PART NO. 8821-4
USE WITH EACH SENSOR.
TO CONTROLLER OR VALVE.
[4) DRY SPLICE
CONNECTORS.
NORMALLY CLOSED WIRE
FROM SENSOR.
COMMON WIRE
FROM SENSOR .
I "or I .5" NIPPLE.
GRAVEL.
10
12
RED WlRE
WHITE WIRE
11
RAIN SENSOR ASSEMBLY
USING SKIT 8821-4 RAIN SENSOR SCALE: N.T.S.
APPROVED
!RR/GA T!ON ANO
ONLY, INCLUDING
CALIFORNIA
LANDSCAPE
TECHNOLOGIES
landscape
architecture
Irrigation design
970 Woodlake Drive
Cardiff by the Sea
California 92007
760.942.9320
FOR
PLANTING
PRECISE
LOCA T!ON or PLANTING
Af~E.A.
"AS BUILT"
RCE EXP DAT[
REVIEWED BY:
IRRIGATION DETAILS INSP~CTOR DATE
I SH:ET I CITY OF CARLSBAD I SH~TS I
PLANNl.'-IG DIVISION
LANDSCAPE IMPROVEMENT PLANS FOR:
BOB BAKER VEHidLE STORAGE
5815 DRYDEN PLAdE
I APPROVED: 11c:,_;-:J.. 'i . '2-<j:. I.;' I bli-1t L-r:
PLANNING
OWN BY SLS PROJECT NO. DRAWING NO. INITIAL DATE INITIAL CHKD BY: SLS '
OTHER APPROVAL CITY APPROVAL RVWD BY: I SDP-14-07 485-9L
3/27 /15
,.-H ,I,"! I I
)
MAINTENANCE MAP
Note: All areas within property boundary shall be.
maintained by owner in a clean and healthy condition.
All dead plants, weeds, trimmings and broken
branches shall be removed from property in a timely
manner.
HYDROZONE 1
MW o.5
HYDROZONE 2
LW 0.3
HYOROZONE 3 '. · •. ·_,_ ·_ .. , ·. ''. ·. ·. ·_. , • , V , , , r NO IRRIG. _,; , : ;.,_;. • •. -.,; , : :.::_.
NOT A PART IIIIillllilillll
--------7
CARLSBAD AIRPOR I CEN l'RL OWNERS ASSOCIATION I
MAINTENANCE AREA
PRIVATE LOT MAINTENANCE BY OWNER
PRIVATE LOT MAINTENANCE BY OWNER-
(3" ,~ULCH)
PRIVATE LOT MAINTENANCE BY GOLF COURSE
(AREA FENCED OFF AND DRIVE INSTALLED) -------
ALL AREAS WATERED ON RECYCLED '/1/1 TER.
ALL ARLAS ARE MEDIUM ro LO'// WATER USE HYDROZONES.
TOTAL LANDSCAPE AREA: 45007 s.f.
•~ ..•.. _
. 1Y '·,o,,µ•~···'··•"•·•'-.
./
\ l
\ .,__. !
,/
/
···-·····'--\ l • ~--+'~" ~\ . ·""--;;;r;;-.--, .. -:;zy~
CARLSBAD
WELO WORKSHEETS
LANDSCAPE MANUAL
APPENDIX E
P-25(C)
Development Services
Planning Division
1635 Faraday Avenue
(760) 602-4610
WW\N. ca rlsbadca .gov
Water Efficient Landscape Worksheet
This worksheet is filled out by the project applicant and it is a required element of the
Landscape Documentation Package.
HYDROZONE INFORMATION TABLE
Please complete the hydrozone table(s) for each hydrozone. Use as many tables as necessary
to provide the square footage of landscape area per hydrozone.
Controller Hydrozone* Zone
# or
Valve
B 1 SHRUG 1.2
/VB 2 SHRUB/SLOPE AI-A6B3-0il
·----
~-
Total
~ Hydrozone
VL W -Very Low Water Use Plants
L W -Low Water Use Plants
MW -Moderate Water Use Plants
HW -High Water Use Plants
P-25(C)
Irrigation Plant
Method** Type/Factor**'
(PF)
ROTATORS 0.5MW
ROTATORS 0.3 LW
*"'Irrigation Method
MS = Micro-spray
S = Spray
R = Rotor
B= Bubbler
D= Drip
O = Other
Page 1 of 4
Hydrozone % of Total
Area (Sq. Ft.) Landscaped
Area
4774 10%
40233 90%
45007 100%
"'Plant Factor from WUCOLS Ill or
fist as wafer feature as appropriate
Revised 04/12
Maximum Applied Water Allowance
A landscape project subject to the Water Efficient Landscape Ordinance shall include the
MAWA for the plans, including the calculations used to determine the MAWA. A landscape
project shall not exceed the MAWA. The MAWA for a landscape project shall be determined by
the following equation:
MAWA = (ETo)(0.62)[(0.7 x LA)+ (0.3 x SLA)]
The abbreviations used in the equation have the following meanings:
MAWA
ETo
0.62
0.7
LA
0.3
SLA
Maximum Applied Water Allowance in gallons per year.
Evapotranspiration in inches per year.
Conversion factor to gallons per square foot.
ET adjustment factor (ETAF) for plant factors and irrigation efficiency.
Landscaped area includes special landscaped area in square feet.
The additional ET adjustment factor for a special landscaped area (1.0 -0.7 =
0.3)
Special landscaped area in square feet.
Show Calculation:
44.0 X 0.62 X 0,7 X 45007 859,454
Maximum Applied Water Allowance = _8_59cc.4c:.5.c.4 _______ gallons per year
P-25(C) Page 2 of 4 Revised 04/12
16' EACH SIDE
-------,, ·--
Hydrozone Table for Calculating ETWU
Please complete the hydrozone table(s). Use as many tables as necessary.
CITY OF CARLSBAD ESTIMATED TOTAL WATER USE (ETWU
Hydrozone Number (1 -5 with SLA Zone Below -use as many
Evapotranspiration Rate
(ETo'
Conversion Factor
(Step 1 x Step 2) 27.28
Plant Factor (PF)"
(Fmrn WUCOLS) (VLW 0.5
-HW (0.1 -0.8
Area of Hydrozone (sq.
ft. HA
(Step 4 x Step 5)
Irrigation Efficiency
IE***
(Step 6 + Step 7)
(Total All Step 8 + Total
SLA sq. ft. in Step 5)
(Step 3 x Step 9)
Estimated Total Water
Use in gallons per year
(ETWU) -Total shall not
exceed MAWA
ETo'
West of t-5 = 40. O
East of 1-5 and West of El Camino Real= 44.0
East of El Camino Real= 47.0
Applicant may provide a different ETo if supported
by documentation subject to approval by the City
Planning Division
** Plant Factor & Water Use
0.1 = VL W -Very Low Water Use Plants
0.3 = LW -Low Water Use Plants
0. 5 = MW -Moderate Water Use Plants
0. 8 = HW -High Waler Use Plants
44
0.62
27.28
0.3
40)33
12,070
.7
17,243
*HIE
Micro-spray= .BO
Spray= .55
Rotor= 70
Bubbler=. 75
Drip= .80
Applicant may provide a different IE if supported by
documentation subject to approval by the City
Planning Division (Turf and Landscape Irrigation
Best Management Practices, April 2005)
P-25(C) Page 4 of 4 Revised 04/12
·/'y"-~--------~,'-
NORTH
SCALE 1 "=50' SECTION CD
®
®
0
®
®
0
®
8X4X16 CMU CHAM PH ER CAP
6X8X16 CMU W/ #4 BAR VERT.@ 24" O.C.
STUCCO FINISH W/ BUFF COLOR
#3 BAR IN BOND BEAM@ 24" O.C.
FINISH GRADE.
CONCRETE FOOTING W/ (3) #4 BAR CONT.
16"X16" SQ. TERMINAL COLUMNS (4) WITH CAP.
(NOT SHOWN)
6' HIGH SOLID METAL SLIDING GATE.
COLOR TO BE MEDIUM GRAY. (NOT SHOWN).
NOTES:
SOLID GROUT ALL BAR CELLS. STUCCO AND PAINT.
GATE TO BE DOUBLE SLIDING SOLID METAL ON TRACK.
MANUALLY OPERATED. GATES SHALL MEET FLUSH
WHEN CLOSED. WALL AND GATE COLOR TO MATCH
GATE AND WALL ON LOT 23.
MASONRY FRONTAGE WALL
NOTTO SCALE
2
5
3
4
°" ✓ 0
1~1---r-'t,,.-~,.L-==1-\
*
~
•
I
I
I I
I I
I I
I I
I I 6
I I co
I ' I
I I I
I
I
CD 2.5" DIA. SCH. 40 GALV. POST. EMBED 32" INTO FOOTING
® ROLLERS.
G) ANGLE TRACK WITH i" X 6" J-BOLT INTO CONCRETE@ 24" O.C.
8) 36" DEEP X 12" X12" CONCRETE POST FOOTINGS
® 20 GA. "B" DECK.
(§) ~"DIA.BRACE WITH TENSIONER EACH WAY.
0 VEE GROOVE CASTORS (2) EA. GATE.
®
®
6' HIGH SOLID METAL SLIDING GATE.
COLOR TO BE MEDIUM GRAY. (NOT SHOWN) .
FINISHED SURFACE OF PAVING.
LANDSCAPE
TECHNOLOGIES
landscape
arch/lecture
Irrigation design
970 Woodlake Drive
Cardiff by the Sea
California 92007
760.942.9320
TWO MANUAL GATES. ONE EACH SIDE WITH LOCKING MECHANISM.
PAINT MEDIUM GRAY, MINIMUM 3 COATS OF RUST PROOF PAINT.
APPROVED F"OR
/RR/GA TION AND PLAN/ING
ONLY, /[\/CLUOl!\JG PR[C/S[
LOCA T!ON or PLANTING
AREA.
METAL ACCESS GATES " AS B U I LT"
NOT TO SCALE
RCE ___ _ EXP. ____ _ DATE
RC:VIEWED BY:
WATER MANAGEMENT & MAINTENANCE PLAN INSPECTOR DATE
1 ~ CITY OF CARLSBAD I SH~ETS I .
PLANNING DIVISION
LANDSCAPE IMPROVEMENT PLANS FOR:
BOB BAKER VEHidLE STORAGE
5815 DRYDEN PLAdE
APPROVED: ,~A~ g -E::\~...ofr" 4---z..'t . (2;'
PLANNING
DATE INITIAL DATE INITIAL DATE INITIAL
OWN BY: SLS PROJECT NO. DRAWING NO.
CHKD t:IY: SLS
LANDSCAPE MAINTENANCE AND WATER USE ZONE MAP Expiration Date: DESIGNER OF WORK R[VISION DESCRIPTION OTHER APPROVAL CITY APPROVAL SDP-14-07 485-9L RVWD BY:
C: DR I G ·
3/27 /15
l
SLOPES OVER 6 FEET IN HEIGHT SHALL ,, •.
.•.•. ., •.........•. J ··BE· INSTALLED WITH EROSION CONTROL
MATTING AND SHALL MEET EROSION
CONTROL RE.QU IREME,;,bLTS.-#l, #2, #3, PORTION LOT ;,-------"'""·· ~~--::.· ---'-'-''"---'-'--'-'_J
<~/ .... ... RA:~;~e~~~~ ~Jg1?.~~~
,,,--
, -~--·=µ µ< ,,,,,.,,,,., ,-"~-
WING FILES Tin.E SHEETS
--
LOT 24
CARLSBAD TRACT NO. 81-46
MAP NO. 11287
0 15 eo 60
NORTH SC.ALE, I" = 90'
-IP.OWO RE'IISED: 5 5 2012
REMOVE EXISTING
PEPPER TREE (1)
(DAMAGED)
NOTES
tJ:J..3 \\ " \_\. \\ ,·
PLANT SCHEDULE
SHRUBS BOTANICAL NAME / COMMON NAME
0 Acacia redolens / Bank Catclaw
@ Baccharis pilularis 'Pigeon Point' / Coyote Brush
@ Ceanothus griseus horizontalis 'Yankee Point' / California Lilac
0 Ceanothus x 'Joyce Coulter' / Ceanothus Joyce Coulter
0 Heteromeles arbutifolia / Toyon
8 Heteromeles arbutifolia / Toyon
e Podocarpus henkelii / Long Leafed Yellow Wood Column
@ Ribes viburnifolium / Evergreen Currant
GROUND COVERS BOTANICAL NAME / COMMON NAME
~ Baccharis pilularis 'Pigeon Point' / Coyote Brush
Delosperma alba / White Ice Plant
Myoporum parvifolium 'Putah Creek' / Putah Creek Myoporum
PLANTING NOTES:
1. 15 GALLON HETEROMELES ARE AVAILABLE FROM "RECON
ENVIRONMENTAL SERVICES" 619.423.2284.
2. A MINIMUM OF 3" OF ORGANIC MULCH SHALL BE BE ADDED IN
NON-TURF PLANTING AREAS WITH SLOPES LESS THAN 3: 1 TO
COVER THE SOIL SURFACE COMPLETELY. CONTRACTOR SHALL
INSTALL A 3" MULCH LAYER IN ALL PLANTING AREAS EXCLUDING
LAWN AREAS AND AREAS COVERED BY EROSION CONTROL
MATTING.
DEMOLITION NOTES:
1. PROTECT PEPPER TREES WITH 6" CALIPER OR GREATER (EXCEPT
AS NOTED). KILL AND REMOVE ALL BRAZILIAN PEPPER SPROUTS.
2. REMOVE ALL EXISTING WEEDS, RHAPHIOLEPIS, ESCALLONIA, RED
APPLE, PHOTINIA, COTONEASTER, ASH AS IN MOST CASES THESE
PLANTS HAVE SUFFERED FROM LACK OF PROPER MAINTENANCE.
' s .. TOTAL AREA 120 755 f
LANDSCAPE AREA REQ.: 18113 s.f.
LANDSCAPE PROVIDED: 45007 s. f.
REQUIRED SHRUBS:
SLOPE: 32022 s. f. /200
REQUIRED: 160 -1 gallon tall shrubs/trees
PROVIDED: 160
70% OF AREA COVERED ~TH WOODY
PLANT MATERIALS. 100% COVERED WITH
GROUND COVER IN ADDITION TO WOODY SHRUBS.
LEVEL PLANTING AREAS:
REQUIRED: 50% 5 gallon shrubs
PROVIDED: 29 -1 gallon shrubs 26%
83 -5 gallon shrubs 74%
CONT
1 gal
1 gal
1 gal
1 gal
15 gal
5 gal
15 gal
1 gal
CONT
flat
flat
flat
DTL/SHT
A/L8
A/L8
A/LB
A/L8
A/LB
A/LB
A/LB
SPACING
12" o.c.
12" o.c.
12" o.c.
QTY
25
47
49
75
43
48
65
35
DTL/SHT
B/LB
B/L8
B/LB
APPROVED
!RR/GA TION ANO
ONLY, INCLUDING
CALIFORNIA
LANDSCAPE
TECHNOLOGIES
landscape
archttecture
Irrigation design
970 Woodlake Drive
Cardiff by the Sea
California 92007
760.942.9320
rOR
PLANTING
PRECISE
LOCATION Or PLANTING
AREA.
"AS BUILT"
RCE EXP. DATE
REVIEWED BY:
PLANTING PLAN INSPECTOR DATE
/1\
I SH~ET I CITY OF CARLSBAD I SH~ETS I
PLANNING DIVISION
~
~slr,00
LANDSCAPE IMPROVEMENT PLANS FOR:
<) BOB BAKER VEHICLE . STORAGE "-'"/< ~4 .,.,,,,"71'0-5-0/....,. o>-:::.. 5815 DRYDEN PLACE --Cl) _...I rt\ ~ . 0 / r ..,----1
I A.PPROVED: /~~
I
{ '(-"' JO 4 · f:-1 L= 1r 6/30/2016 c/---Z."\', (.;;
* \ rf:I ;;;Jf: ~ PLANNING
>l';, ./ "''"' -1r !I' OWN BY: SLS PROJECT NO. DRAWING NO. < Op CALll'O DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: SLS
DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: SDP-14-07 485-9L
Expirotion Dole:
3/27 /15
l:
G) 2 INCHES
® BACKFILL MIX. SEE SPECS.
@ FINISH GRADE OR WALK
0 EQUAL (X) -SEE PLANT LIST
@) EQUAL 1 /2 (X)
@ CONCRETE CURB OR
HARDSCAPEIMPROVEMENT
AS INDICATED ON PLAN
0 UNDISTURBED NATIVE SOIL
PLAN
A GROUNDCOVERPLANTING
PLANTING SPECIFICATIONS
1. A. The planting plan is diagrammatic. All plant locations are approximate.
B. Quantities shown on the planting plan are approximate and are for the convenience of
the contractor only. Plant symbols take precedence over plant quantities specified.
C. Contractor shall notify the Landscape Architect of discrepancies between quantities
and symbols shown.
2. Contractor shall apply a contact herbicide (herbicide applicator shall be licensed by the
State of California) where weeds are present, per manufacturer's specifications, a minimum
of ten (10) days prior to commencement of any planting or irrigation work. Weeds shall be
allowed to completely die back, including the roots, and shall then be removed before
proceeding with work.
3. Specific weed plants shall be removed from site as indicated on drawings. Plants such as
Schinus terebinthifolia (Brazilian Pepper) occuring as sprouts or suckers shall be grubbed
out, and/or treated with herbicide to ensure total kill. All trees indicated on plans shall be
protected in place.
4. Contractor shall receive site grades at+ one-tenth foot (0.1 O') of finished grade. Contractor
will be responsible for verifying grades prior to beginning work and shall be responsible for
all grades once work has commenced.
5. Contractor shall submit a soil analysis report from an authorized testing agency to
Owner/Landscape Architect and City of Carlsbad for review and approval prior to beginning
work. Actual soil amendment and plant backfill shall conform to soil report requirements.
The test shall indicate but not be limited to the following:
A. Organic matter content
B. N,P,K
C pH
D. EC
E. Soil Texture (silt, sand, clay)
F. Recommendations for amendments, leaching, and maintenance fertilizations.
The approved recommendations for amendments and backfull shall be incorporated into
the landscape plans prior to the start of construction and shall become part of the approved
plans.
For bidding purposes, assume that all areas to be planted (except slopes in excess of 6:1)
shall be roto-tilled to a depth of eight inches (8") and the following amendments spread
evenly and thoroughly blended in per 1000 square feet:
3 cubic yards nitrogen fortified redwood shavings
100 pounds agricultural gypsum
15 pounds soil sulfur
25 pounds 16-6-8 slow release fertilizer
(Note: soil under existing plant materials which are to remain in place shall be hand-tilled to
avoid damage to roots -including areas under the drip line of all existing trees).
6. Soil shall be suitable for plant growth and free of harmful substances or deleterious
materials prior to planting.
7. Contractor shall remove all rock in excess of one-inch (1 ") diameter exposed at the soil
surface.
8. Prior to planting, irrigation system shall be fully operational and all planting areas shall be
thoroughly soaked.
9. Each plant shall receive "agriform" (or equal) plant tablet as follows:
1 gallon container (1) 21 gram
5 gallon container (3) 21 gram
15 gallon container (5) 21 gram
per three inches (3") of boxed tree size (1) 21 gram
10. Plant material shall not be root bound. Five gallon plants and larger shall have been grown
in containers for a minimum of six months and a maximum of two years. Plants shall exhibit
healthy growth and be free of diseases and pests.
C: DR G FILES TITLE SHEETS CLSB-IP.D G REVISED: 5 5 20 2
----~A~ -----------~
~
2 @ 10
8
CD ROOTBALL.
@ CROWN -1/2" ABOVE FINISH GRADE.
@ FINISH GRADE.
(J)
®
PLANT TABLETS -SEE PLANTING SPECIFICATIONS.
4" HIGH WATERING BASIN.
@ FINISH GRADE AT SLOPE.
® 2X ROOTBALL DIAMETER. SCARIFY ® UNDISTURBED NATIVE SOIL.
EDGES OF PLANT PIT. (TREES ONLY) ® FRONT AND REAR SLOPE GRADE MAX. 1 :1. INSTALL
WITH STRAW MATTING TO PREVENT EROSION.
B TREE / SHRUB PLANTING
NOT TO SCALE
11. Plant pit shall be twice the width of the designated nursery container but shall be no deeper
than the container. Root ball shall protrude above the plant pit 1 /2 inch (1 /2") at the
completion of planting.
12. Backfill shall be per soil test. For bidding purposes, assume plant backfill shall be 75%
rock-free site soil, and 25% nitrogen fortified redwood shavings by volume.
13. Plants shall not be placed within twelve inches (12") of sprinkler heads or within eighteen
inches (18") of buildings.
14. Contractor shall install a 3" layer of mulch in all planting areas excluding lawn areas and
areas covered by erosion control matting. Mulch shall be decomposed shredded wood.
15. All slopes in excess of 6:1 shall be treated as outlined in City of Carlsbad specifications on
Sheet 8.
16. Contractor shall leave site in a clean condition, removing all unused material, trash, and
tools.
17. Contractor shall maintain all plantings for a period of sixty (60) days or until plants are
deemed established and irrigation is operating properly to the satisfaction of Owner and
Landscape Architect -whichever period is longer.
18. At completion of all work outlined in these plans, Contractor shall contact Owner and
arrange for a walkthrough to determine that all aspects of work are completed. Work must
be fully completed according to all plans and specifications and must be completed in a
good workmanship manner and must be accepted by Owner in writing prior to the
beginning of the establishment period.
19. The establishment period shall include the following scope of work:
A. daily watering of all plant material.
B. adjustment of sprinkler head height and watering pattern.
C. weeding and removal of all weeds from ground cover areas, on a weekly basis.
D. replacement of any dead, dying, or damaged trees, shrubs, or ground covers.
E. filling and recompaction of eroded areas.
F. filling and replanting of any low areas which may cause standing water.
G. weekly removal of all trash, litter, clippings, and all foreign debris.
H. at 30 days after planting, ammonium sulfate shall be applied to areas at the rate of five
(5) pounds per 1,000 square feet.
I. at 60 days after planting, and prior to the end of the establishment period, Best
Fertilizer Company 16-6-8 (or equal) shall be applied at the rate of six (6) pounds per
1,000 square feet to planting areas. Additional fertilizations shall be per soil test.
20. Prior to end of establishment period, Contractor shall contact Owner and arrange for a final
walk through. Owner must accept all maintained areas in writing prior to end of
establishment period.
A. All groundcover and shrubs shall be guaranteed by Contractor in writing as to growth
and health for a period of sixty (60) days after completion of establishment period and
final acceptance. All trees shall be guaranteed by Contractor in writing to live and
grow in an acceptable upright position for a period of one (1) year after completion of
the specified establishment period and final acceptance.
B. Contractor, within fifteen (15) days of written notification by Owner, shall remove and
replace all guaranteed plant materials which, for any reason, fail to meet the
requirements of the guarantee. Replacement shall be made with plant materials as
indicated or specified on the original plans, and all such replacement materials shall
be guaranteed as specified for the original material guarantee.
21. Contractor, under the direction of the Landscape Architect, shall remove all unwanted
groundcover, trees and shrubs.
NOT TO SCALE
CITY OF CARLSBAD NOTES
1 . Inspection Procedures
Inspection of the project shall be pertormed by the Landscape Architect of the Work, or his
designated agent. Refer to the specifications for the schedule of required inspections and
required submittals.
Following completion of the work, the Landscape Architect of the Work will certify that the
installation has been completed by submitting the "Final Landscape Certification Form". A
request for a final landscape inspection by the City must also be made by calling the
Inspection Request Line.
"Final Landscape Certification Form": Fax to 760.944.8943
Landscape Inspection Request Phone Line: 760.602.4602
2. Backflow Testing (OMIT-NOT REQUIRED)
All irrigation backflow preventers shall be tested by a certified tester and results must be
given to the City and the Carlsbad Municipal Water District. Pipe between the meter and
backflow preventer shall be "Schedule K Hard Copper". Approved contract backflow testers
can be found on the City web site at www.ci.carlsbad.ca.us/pdfdoc.html?pid=340.
3. As-built Plans
As-built plans for all projects (bonded and non-bonded, public and private) are required to
be submitted. Submittal of as-built plans shall be as required by the Engineering and
Planning Departments. The final plans shall be prepared by the landscape architect from
dimensions provided by the contractor.
Final as-built plans shall be drafted clearly to the satisfaction of the City, and the original
mylars shall be submitted to the City for their keeping.
Final irrigation as-built plans will be required to be reviewed and approved by the City, and
final mylars will be required to be approved and signed by the City prior to Planning
Department signing the permit card.
4. Slopes
Slopes 6:1 or steeper requiring erosion control measures as specified herein shall be
treated with one or more of the following planting standards.
a. Standard #1 -Cover Crop/Reinforced Straw Matting:
Cover crop shall be a seed mix typically made up of quick germinating and fast covering
grasses, clovers and/or wildflowers. Submit the specific seed mix for City approval prior to
application. The cover crop shall be applied at a rate and manner sufficient to provide 90%
coverage within 30 days.
Type of reinforced straw matting shall be as approved by the City and staked to the slope
as recommended by the manufacturer.
Reinforced straw matting shall be required when planting occurs between August 15 and
April 15. The cover crop and/or reinforced straw mat shall be used the remainder of the
year.
b. Standard #2 -Ground Cover
One hundred percent (100%) of the area shall be planted with a ground cover known to
have excellent soil binding characteristics (planted from a minimum size of flatted material
and spaced to provide full coverage within one year).
c. Standard #3 -Low Shrubs
Low spreading woody shrubs (planted from a minimum of 2-3/4 inch liners) shall cover a
minimum of seventy percent (70%) of the slope face (at mature size).
d. Standard #4 -Trees and/or Large Shrubs
Trees and/or large shrubs shall be (planted from a minimum of 1 gallon containers) at a
minimum rate of one (1) per two hundred (200) square feet.
Slopes -6:1 or steeper and:
a. 3 feet or less in vertical height and are adjacent to public walks or streets require at
minimum Standard #1.
b. 3 feet to 8 feet in vertical height require Standards #1 (erosion control matting shall be
installed in lieu of a cover crop), #2 and #3.
c. In excess of 8 feet in vertical height require Standards #1 (erosion control matting shall
be installed in lieu of a cover crop), #2, #3 and #4.
Areas graded flatter than 6:1 require Standard #1 (cover crop) with temporary irrigation
when they have one or more of the following conditions·
a. Sheet graded pads not scheduled for improvements within 6 months of completion of
rough grading.
b. A potential erosion problem as determined by the City.
c. Identified by the City as highly visible areas to the public or have special conditions that
warrant immediate treatment.
Schedules
5. Prior to the start of grading, the applicant or applicant's agent shall obtain City approval of a
construction schedule and/or exhibit outlining the timing of the slope planting and irrigation.
The schedule shall show timing of construction of free-standing, retaining and crib walls
immediately after rough grading as each location is achieved. Irrigation and planting shall
take place as grading progresses.
6. Installation of irrigation as shown on the approved plans shall commence within 10 days of
the time when each slope is brought to grade as shown on the approved grading plans.
7. Planting and irrigation for the slope areas shall be completely installed, as shown on the
APPROVED
/RR/GA TIO!\/ AND
ONLY, INCLUDING
CALIFORNIA
LANDSCAPE TECHNOLOGIES
landscape
arch/lecture
Irrigation design
970 Woodlake Drive
Cardiff by the Sea
California 92007
760.942.9320
FOR
PLANTING
PR[CIS[
LOCATION OF PLANTING
AREA.
"AS BU IL T"
RCE EXP DATE
REVIEWED BY:
approved plans, within 30 days after the irrigation installation first commences. PLANTING DETAILS AND SPECS INSPECTOR DATE
/1\
I SHi~T I CITY OF CARLSBAD SHEETS
PLA~INING DIVISION B
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IMPROVEMENT PLANS FOR: y<f'.io?}'A c LANDSCAPE
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DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: SDP-14-07 485-9L Expiration Dute:
3/27/15