HomeMy WebLinkAboutDWG 364-3L; SDP 86-03A; La Costa Village; 01-15RECLAIMED WATER NOTES
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ALL WORK SHALL BE DONE IN ACCOROANCE WITH THE CARLSBAD MUNICIPAL WATER
DISTRICT'S "CARLSBAD RECLAMATION RULES & REGULATIONS FOR CONSTRUCTION
OF RECLAIMED WATER MAINS" DATED OCTOBER 1993.
DRINKING FOUNTAINS SHALL BE PROTECTED FROM SPRAY OF RECLAIMED WATER.
BEST MANAGEMENT PRACTICES SHALL BE USED TO MINIMIZE RECLAIMED WATER
ENCROACHMENT ON PUBLIC FACILITIES SUCH AS PICNIC TABLES, B80'S,
PLAYGROUNOS, SAND TOT LOTS, ETC.
BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE
8EST EXTENT POSSIBLE PONDING, RUN-OFF, OVER-SPRAY AND MISTING.
HOSE BIBS ARE STRICTLY PROHIBITED.
ON-SITE CROSS-CONNECTIONS BETWEEN RECLAIMED WATER LINES AND POTABLE
WATER LINES IS STRICTLY PROHIBITED.
NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL
OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT.
ALL ON-SITE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER
DISTRICT'S RULES AND REGULATIONS.
THE IRRIGATION SYSTEMS SHALL RUN BETWEEN THE HOURS OF 10:00 PM AND 6:00
AM THE FOLLOWING MORNING (SPOT IRRIGATION COULD BE DONE AT A DIFFERENT
TIME) WITH QUALIFIED SUPERVISION PERSONNEL ON SITE.•
PROVIDE A MINIMUM OF AT LEAST 18 INCHES OF COVER OVER ALL WIRING AND
PIPING.
NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH
RECLAIMED WATER, WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPllCATION
THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN,
CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED.
IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO PREVENT OVER-SPRAYING
ON SIDEWALKS, STREETS AND NON-DESIGNATED USE AREAS.
RECLAIMED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR USE
ON RECLAIMED WATER DISTRIBUTION SYSTEMS (SPIKES NOT INTERCHANGEABLE WITH 1
POTABLE WATER QUICK COUPLER SPIKES) PER CARLSBAD MUNICIPAL WATER
DISTRICT'S RULES AND REGULATIONS.
METERS SHALL BE SIZED BY THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT.
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 TOWARO THE TOP OF THE TRENCH PER CARLSBAD
MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS.
ALL POTABLE WATER PIPING SHALL BE INSTALLED WITH THE STENCILING ORIENTED
TOWARD THE TOP OF THE TRENCH.
WHEN A POTABLE WATER LINE AND RECLAIMED WATER LINE CROSS, THE RECLAIMED
WATER LINE SHALL BE INSTALLED WITHIN A PROTECTIVE SLEEVE. THE PROTECTIVE
SLEEVE SHALL EXTEND 10 FEET FROM EACH SIDE, FROM THE CENTER LINE OF THE
POTABLE WATER LINE, FOR A TOTAL OF 20 FEET.
A 10 FOOT HORIZONTAL SEPARATION BETWEEN POTABLE WATER ANO RECLAIMED
WATER MAINS MUST BE MAINTAINED AT ALL TIMES. THE POTABLE LINE MUST BE
INSTALLED ABOVE THE RECLAIMED LINE.
A MINIMUM OF Ii INCHES Of VERTICAL SEPARATION BETWEEN UTILITIES MUST BE
MAINTAINED AT ALL TIMES.
DEVELOPER/CONTRACTOR SHALL CONDUCT A CROSS-CONNECTION TEST AND
COVERAGE TEST AS DIRECTED BY THE CARLSBAD MUNICIPAL WATER DISTRICT
ENGINEER ANO/OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL
HEALTH PRIOR TO ANY USE OF RECLAIMED WATER."
QUICK COUPLING VALVES USED IN RECLAIMED WATER SYSTEMS SHALL CONFORM TO
THE FOLLOWING;
RECLAIMED WATER -OUICK COUPLING VALVES USED IN RECLAIMED WATER SYSTEMS
SHALL HAVE ACME TYPE THREADS AND PURPLE COLORED LOCKING COVERS
PERMANENTLY ATTACHED TO THE VALVE. QUICK COUPLING VALVES SHALL BE
NELSON NO. 7645, HUNTER NO. HVlOOA-RL-NP OR APPROVED EQUAL
AN ANNUAL CROSS CONNECTION INSPECTION WILL 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.
DEVELOPER SHALL SHOW THE LOCATION OF R.C. SIGNS" DO NOT DRINK" ON THESE
PLANS.•
AN ON-SITE USER/SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL
SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE
BASIC CONCEPTS OF BACKFLOW/CROSS-CONNECTION PROTECTION, AND THE SPECIFIC
REQUIREMENTS OF A RECLAIMED WATER SYSTEM. COPIES OF THE DESIGNATION,
WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE SAN DIEGO COUNTY
DEPARTMENT OF ENVIRONMENTAL HEALTH AND THE CARLSBAD MUNICIPAL WATER
01S TRICT,
IN CASE OF EMERGENCY CONTACT uBulCuH~BYLE~B~-----@ 16191 587-1901
OR AFTER HOURS CONTACT _BulCuH~BYLE~B~---·-----@ 1619) 2Bll-9J5!1_pA(lffi
ITEMS NUMBERED 8, 19 & 23 SHALL l!E REQUIRED JUST PRIOR TO THE ACTUAL USE OF
RECLAIMED WATER. ITEM NO. 22, THE SIGNAGE PLAN, SHALL BE PART OF THIS 1.P.
BUT THE ACTUAL SIGNS AND TAGS WILL BE INSTALLEO JUST PRIOR TO ACTUAL USE
OF R.C. WATER.
SHOW ALL PUBLIC & PRIVATE POTABLE WATER MAINS ON IMPROVEMENT PLANS.
ON RECLAIMED WATER SYSTEMS, ALL APPURTENANCES !SPRINKLER HEADS, VALVE
BOXES, ETC.I SHALL BE COLOR-CODED PURPLE PER AWWA GUIDELINES AND SECTION
4049.54 OF THE CALIFORNIA HEALTH AND SAFETY CODE.
-
WARNING RECLAIMED WATER
DO NOT DRINK
RECLAIMED WATER
AVISO · AGUA IMPURA
NO TOMAR !
r·-1 a:..._ --t -----
~A.FINING RECLAIMEO WA UR
00 NOT DRINt(
AVISO -AGi.JA lMPURA
NO TOMAA
/SIZE) 12" X 36" t ---4
.016 ALUMINUM, .060 ABS PLASTIC , .. BLACK LETTERS
--------+-----·----
18u :X JB" Slit;
0 \6 At.UMINlJM, .o~o ABS PLASTIC
OA S'r!GK-ON VINYL SIGNS OR STICK Qt,,t Vlt•f'f'L SIGNS-\_
2" BLACK LETTERS
e TYPICAL SIGNS
NO SCALE
S.lGNAGE NOTES
RECLAIMED WATER SYSTEM (PRIVATE)
LA COSTA VILLAGE SDP 86-03(A)
PARCELS 1 AND 2 OF PARCEL MAP NO. 12586 IN THE CITY OF CARLSBAD, COUNTY
OF SAN DIEGO, STATE OF CALIFORNIA
GENEBALNOI_ES
THE FOLLOWING GUIDELINES FOR THE USE OF RECLAIMED WATER ARE TO BE
PERMANENTLY POSTED INSIDE THE DOOA OF EACH CONTROLLER WHERE THEY ARE
EASILY VISIBLE. PLACE ON B 112" X 11" SIZED SIGN.
1 . THE CONTRACTOR MUST NOTIFY THE CITY PLAN CHECK CONSUL TANT (619-438-1161)
48 HOURS !TWO WORKING DAYSI, PRIOR TO STARTING CONSTRUCTION.
2~ PVC POTABLE WATER Sl;RVICE
COLOR: PURPLE BACKGROUND WITH BLACK LETTERING.
I. ill IIDEI INF$ EQB BECI AIMED •. WAfBJ.!SE
1. IRRIGATE BETWEEN THE HOURS OF 10:00 PM AND 6:00 AM 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 RUN-OFF, POOLING, AND
PONDING. THE APPLICATION RATES SHALL NOT EXCEED THE
INFILTRATION RATE OF THE SOIL. TIMERS MUST Bf ADJUSTED SO AS
TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE
PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT
SCHEOULING OF THE AUTOMATIC CONTROL CLOCKS, 11.E., EMPLOYING
THE REnAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO
CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION).
3. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY 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 THE 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 OF
THE PRESENCE OF RECLAIMED WATER PERSONNEL MUST BE INFORMED
THAT R.C. WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND IS
NOT APPROVED FOR DRINKING PURPOSES, HAND, TOOL, WASHING, HC.
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 EACH AND EVERY ONE OF YOUR
EMPLOYEES.
6 OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND
MODIFICATIONS TO ANY PRIVATE ON-SITE FACILITIES. SUCH CHANGES
MUST BE SUBMITTED TO AND APPROVEO 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 WEATHER PROOF PLASTIC 3" x 4",
PURPLE IN COLOR WITH THE WORDS .'...WAl!NJN_G..c.__
BECLAfMEO.WATER • PO NOT PRINl(,'._ IMPRINTED ON ONE
SIDE, AND ':ADllJSQ..:..Mil.lAJMEUllA..c.l:,I_OQMAR'.'. 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-WRAP QB
2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH
PLASTIC TIE-WRAP OB
3. ATTACH TO VALVE COVER WITH EXISTING VALVE
COVER BOLT.
8. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECLAIMED WATER
SPRINKLER HEADS.
II. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE
IDENTIFIED WITH A SIGN BEARING THE WORDS :RECLAIMED WAT.flU1Sfl1.£illi
lfilllGATJPN:·_ IN ENGLISH AND SPANISH, WITH BLACK LETTERS 1" HIGH ON A PURPLE
BACKGROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY
ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT.
ll'll.SP.ECTIO.N.J'ROCEDURES
2.
3
CITY CQNSTRI/CIIG_N_lNSffCTJQN...SHALL INCL t/PE·
A. LOCATION OF PIPE LINES
B. TRENCH DEPTH
C. REQUIRED SEPARATION IHORIZONTALL Y AND VERTICALL Yl
D. PIPE IDENTIFICATION. IP.0.C.'SI POINTS OF CONNECTIONS
E. LOCATION ANO IDENTIFICATION OF SPRINKLER HEADS
F. WARNING SIGNS OF 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 AND THE OISTRICT, ANO BE FORWARDED TO THE COUNTY
DEPARTMENT OF ENVIRONMENTAL HEALTH PRIOR TO FINAL INSPECTION APPROVAL.
QJSTR!CT.FJNAI.JNSf'fCilill!.filLI.JNG..!J..PE.;_
A. COVERAGE TEST, AFTER COMPLETION OF THE SPRINKLER SYSHM, TO
DETERMINE THE ADEQUACY OF COVERAGE ON THE APPROVED USE AREA AND
PROTECTION OF AREAS NOT APPROVED FOR RECEIVING RECLAIMED WATER.
6. WARNING SIGNS AND LABELS_
C. QUICK COUPLING VALVES.
D ALL ASPECTS OF THE IARtGA TION, CONDITIONS INCLUDING WIND BLOWN
SPRAY. RUNOFF, AND PONDING.
E. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS_
F. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, ETC.
G. CROSS-CONNECTION.
ANNIJAI INfil'EC.T!QN_ SHAI I INrJ.UQf;,
A COMPLETE INSPECTION WHICH SHOULD COVER PART A, PART B, AND PART G OF
THE OISTRICT'S FINAL INSPECTION.
2. THE LANDSCAPE OR IRRIGATION CONTRACTOR IS TO VERIFY EXISTING P.S.I. AT JOB
SITE PRIOR TO INSTALLING LANDSCAPE IRRIGATION SYSTEM. VERIFICATION SHALL BE
MADE WITH THE APPROPRIATE WATER DISTRICT.
3. ALL REDUCE PRESSURE BACKFLOW PREVENTERS SHALL BE TESTED AFTER
INSTALLATION, RELOCATION, OR REPAIR BY A CITY APPROVED CERTIFIED TESTER.
CALL 438,0218 FOR A LIST OF CITY APPROVED CERTIFIED TESTERS.
DEVELOPER/OWNER IS RESPCNSlllLE FOR SUPPLYING A COPY OF THE TEST RESULTS
TO THE CITY DEPARTMENT OF UTILITIES i<NO MAINTENANCE, 405 OAK STREET.
4. THE CONTRACTOR IS RESPONSIBLF FOR OBTAINING BUILDING PERMITS PRIOR TO
COMMENCING WALL CONSTAUi.: flQN ANO IRRIGATION INSTALLATION, RESPECTIVELY.
DECLARATION OF RESPONSIBLE CHARGE
I HERrnY DECLARE THAT I AM THE LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT,
THAT I HAVE EXCERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS
DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE ANO THAT THE DESIGN
IS CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF THE PROJECT DRAWINGS AND SPECIFICATIONS BY THE
CITY OF CARLSBAD AND THE SAN DIEGO COUNT DEPARTMENT OF ENVIRONMENTAL HEALTH
IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME AS LANDSCAPE ARCHITECT OF
WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN.
SIGNED·
MY REGISTRATION EXPIRES ON 11/30/99
THE CAMBRIDGE GROUP
431 D VIA MONCLOVA
SAN DIEGO, CA 92122
16191453-7117
16191 453· 7117 FAX
OWNER/DEVELOPER
LA COSTA VILLAGE, INC. A NEVADA CORPORATION
C/0 RICH BYER
BYCOR GENERAL CONTRACTORS
686 7 NANCY RIDGE DRIVE, SUITE 'A'
SAN DIEGO, CA 92121
1619) 587-1901
16191 587-1903 FAX
REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH
ENGINEER, CITY ASSISTANT PLANNING DIRECTOR &
DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD.
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ENGINEER'S SIGNAlllRE REQUIRED ON PAGE 1 ONLY
CARLSBAD MUNICIPAL WATER DISTRICT
~ <"-...LF¾~il!IIFF"""""'"""'-------7:: 7-98
WILLIAM E. PLUMMER DATE
DISTRICT ENGINEER R.C.E. 281'76
HAIN MUNICIPAL WATER DISTRICT
DATE
R.C.E. '(lf'53 _
SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH
~~[1J!!f:;, ,__t:a...ir: ... 27,.:1,,;,,•-----_.{2~-=-01.!T--=17--J1~_
APPRl~ W. {)41,..__ 7 (_r5/9e
' ENGINEERING PLANCHECKER DATE
DATE INITIAL
BLDG. 'A'
f:NGINEER OF WORK REVISION DESCRIPTION
SH EE_T_LEGEN.Q
SHEET
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SHEET DESCRIPTION
TITLE SHEET
GRADING/DRAINAGE PLAN
GRADING/DRAINAGE PLAN
CONSTRUCTION/STAKING PLAN
CONSTRUCTION/STAKING PLAN
CONSTRUCTION DETAILS AND SPECIFICATIONS
CONSTRUCTION DETAILS
/RR/GA TION LEGEND AND SPECIFICATIONS
IRRIGATION PLAN
IRRIGATION PLAN
IRRIGATION DETAILS
IRRIGATION DETAILS
PLANTING LEGEND, DETAILS AND SPECIFICATIONS
PLANTING PLAN
PLANTING PLAN
+---12,., AC POTABLE WATER MAIN
,----.---e· PVC POTABLE WAHR MAIN
,
r PVC MT ABLE WAlER SERVICE
1 1/r PVC POTABLE WATER SERVICE
~---1 11r PVC P0'1'A8lf: WATEA SERVICE
---'"DO NOT DRINK'" SIGN ftYPl
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OCtANSIOt ,.
EXISTING POTABLE WArER SYSTEM
PROPOSED RECLAIMED IRRIGATION SYSTEM
PROPOSED POTABLE IRRIGA TIOl'I SYSTEM
LOCATION OF CDNl'IECTION POINT/$ ,
RECLAIMED METER & BACKFLOW PREVENTION
"DO NDT DRINK" SIGN cOCATIDNS
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NOTE; ALL AREAS TO BE IRRIGATED WITll RECLAIMED WATER EXCEPT
PLANTERS IN FROl'IT OF BUILDING 'A'.
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APPROVED FOR PLANTING HAS BUIL Tu
AND IRRIGATION ONLY,
INCLUDING PRECISE TITLE DATE
LOCATION OF PLANTING REVIE'v/ED BY,
AREAS.
INSPECTOR DATE
I SH1EET I CITY CTr] OF CARLSBAD
PLANNING DEPARTMENT 5
PRIVATE (ONSITE) RECLAIMED WATER
SYSTEM FOR:
LA COSTA VILLAGE
_ SOP ~86-03 (A)
APPROVED /__, / i,, !
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ASSIST ZPf'p NN!NG DIR£CTOR DATE
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ENGINEER'S S!GNA1\JR£ R£0UIRED ON PAGE 1 ONLY
APPROVED N/A
ENGINEERING PLANCHECKER DATE
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AND IRRIGATION ONLY,
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[618] 453-7117
HAS BUILT"
TITLE______ DATE
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INSPECTOR DATE
I SH2EET I CITY OF CARLSBAD ~5 l---+--+--------------+--t--------1t---+--------I PLANNING DEPARTMENT ~ 1---+--+--------------+--t--~t---+----t
GRADING/DRAINAGE PLANS FOR:
LA COST A VILLAGE
SOP 86-03 (A)
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REVISION DESCRIPTION RVw'DBBYY:, SOP 86-03A DWG 3&4·3L ENGINEER Of WORK OTHER APPRDVAL CITY "1'PIIOVAL
C.M.W.D. JOB NO. 98-215
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(619] 453-7117
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TITLE _____ _ DATE
REVIEVED BY,
INSPECTOR DATE
t---+--+---------------+---+---+--+-----IW CIT;{AN£~ DfP1~~~TBAD CTrJ
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SOP 86-03 (A)
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t--+--+-------------+---+----+------1-------l ASSISTANT PLANNING DIRECTOR DA TE
r.:o:.;•=~"'IN;,;:ITIA;;-L+-------------+-----,-,--+-=-+-----1-------l DWN BY: --PROJECT NO. DRAWING NO. ~,c DATE INITIAL DATE INITlAl
ENGINEER OF WORK REVISION DESCRIPTION 1--o-™-ER-,.,.-'-P...;.11o=v11L-=+-.;..;.ci...::rv:....>P-1..P::.c.:110"'--vAL=----i ~SD s;v, SOP 86-03A owe 364-3L
C.M_w_o_ JOB NO. 98-215
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the cambridge group
10' 20'
SCALE: 1 • ~ 20' -o·
Lnndscape Archir::1:,:1cture
Land Planning
UN':Jan Design
4310 Vie Monciov•
Sen Diego, CA 92122
(619) 453-7117
APPROVED FOR PLANTING HAS BUILT"
AND IRRIGATION ONLY,
INCLUDING PRECISE TITLE DATE
ENGINEER'S SIGNA TVRE REQUIRED ON PAGE 1 ONLY LOCATION OF PLANTING REVIEI.IED BY, APPROVED N/A AREAS.
ENGINEERING PLANCHECl<E'R DATE INSPECTOR DATE
I S5ET I CITY OF CARLSBAD L!U PLANNING DEPARTMENT 5
CONSTRUCTION/STAKING PLANS FOR:
LA COSTA VILLAGE
SDP 86-03 (A)
AP~ROVEO/~)L Y-./6-~
ASSIST ANT P(ANNING DIRECTOR DATE
DY<N BY: PROJECT NO. DRAWING NO. OAlE INITIAL DAlE INITIAL DA1E INITIAL CHKD BY: ENGINEER Of WORK REVISION DESCRIP110N OTHER ~PROVAL cnY ~PROVAL RVI.ID BY, SOP 86-03A DWG 364-JL
C.M.W.D. JOB NO. 18-215
CONSTRUCTION SPECIFICATIONS
GEI\IERAL·
1. ALL PLAIIITIIIIG AREAS SHALL SLOPE AT A MIIIIIMUM OF 2% AWAY FROM ALL
STRUCTURES.
2. ALL RE-GRADING OF THE SITE FROM THAT PROPOSED BY THE ENGINEER OF WORK.
SHALL REQUIRE THE APPROVAL OF THE LANDSCAPE ARCHITECT. TWENTY FOUR 1241
HOUR NOTICE IS REQUIRED PRIOR TO AN OBSERVATION VISIT FOR APPROVAL. THIS
REQUIREMENT APPLIES TO ALL REQUESTS FOR OBSERVATIONS.
3. LANDSCAPE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES NOTED 1111 THE
PLANS ANO DISCREPANCIES NOTED BETWEEN THE PLANS ANO THE SITE CONDITIONS
IN A TIMELY MANNER TO AFFORD AN EASY RESOLUTION OF THE DISCREPANCY.
4. CONTRACTOR IS RESPONSIBLE FOR THE LOCATION ANO PROTECTION OF ANY
EXISTING UTILITIES OR OTHER UNDERGROUND WORK ON SITE. CONTRACTOR SHALL
REPAIR ANY DAMAGE TO OR REPLACE SAID UTILITIES OR UNDERGROUND WORK AT
HIS OWN EXPENSE SHOULD ANY DAMAGE OCCUR AS THE RESULT OF THIS WORK
CONCRETE
1. ALL CONCRETE WORK SHALL CONFORM TO THE CITY OF CARLSBAD SPECIFICATIONS.
2. ALL CONCRETE FLAT WORK SHALL BE A MINIMUM 3000 P.S.I. MIX AND SHALL
CONTAIN WELDED WIRE MESH. USE 6X6 • 10110 WELDED WIRE FABRIC. WIRE SHALL
BE PLACED 1 112" FROM BASE OF CONCRETE SLABS. FURTHER REINFORCING MAY BE
NECESSARY DEPENDENT UPON LOCAL SOILS REPORT. ALL OTHER CONCRETE SHALL
BE REINFORCED AS DETAILED AS A MINIMUM.
3. CONCRETE SUBBASE SHALL BE EQUAL TO SUBBASE REQUIRED FOR ON SITE BUILDING
SLABS UNLESS LOCAL SOILS REPORT PROVIDED SPECIFICS RECOMMENDATIONS_
4. BEFORE PLACING CONCRETE, MAKE CERTAIN THAT ALL FOOTING FOR SITE AMENITIES
SPECIFIED. ELECTRICAL AND IRRIGATION SLEEVES AND DRAIN LINES ARE INSTALLED.
ENSURE THE LATTER ARE PROPERLY BACK FILLED AND COMPACTED.
5. INSTALL ALL SCORE JOINTS AND EXPANSION JOINTS AS INDICATED 0111 DETAILS AND
PLANS. PROVIDE SHOP DRAWINGS DISTINGUISHING BETWEEN ALL SCORE AND
EXPANSION JOINTS AND THEIR LOCATIONS. SCORE JOINTS SHALL BE TWO 121 INCHES
DEEP AND EXPANSION JOINTS SHALL BE THE FULL DEPTH OF THE CONCRETE SLAB
AND 112" WIDE MADE WITH A PREFORMED JOINT FILLER BOARD. CONTRACT JOINTS
SHALL OCCUR ONLY WHERE EXPANSION AND/OR SCORE JOINTS OCCUR. CONTRACT
JOINTS SHALL UTILIZE A BURKE 'COLD KEY' OR APPROVED EQUAL. FILL EXPANSION
JOINTS WITH VULKEM # 45. PROVIDE EIGHT 181 INCH LONG, 112" DIAMETER STEEL
RODS, ONE END IN A PVC SLEEVE AT EIGHTEEN I 1 Bl INCHES ON CENTER AT ALL
EXPANSION JOINTS AND ALL PAVING ADJACENT TO PARKING LOT CURBS.
6. DO NOT PLACE CONCRETE WHEN TEMPERATURE OF CONCRETE EXCEEDS NINETY [901
DEGREES F.
7. INSTALL CONCRETE AS FOLLOWS·
UNIFORMLY SPREAD, SCREED AND FLOAT CONCRETE. DO NOT USE GRATE TAMPERS
AND OR VIBRATORS TO SPREAD CONCRETE. AS SOON AS SURFACE BECOMES
WORKABLE, STEEL TROWEL TO SMOOTH , EVEN SURFACE. FOR BROOM FINISH, WHEN
SURFACE IS SUFFICIENTLY HARD, BROOM SURFACE AT RIGHT ANGLE TO TRAFFIC TO
PRODUCE A HARD NON-SLIP FINISH. PROVIDE A HEAVY BROOM FINISH WITH A 4-6"
SHINER AT ALL JOINTS, TO ALL CONCRETE EXCEPT THAT SPECIFIED AS · BOMACRON'
AND INTEGRAL BANDS.
AREAS TO RECEIVE 'BOMACRON' AND INTEGRAL BANDS SHALL HAVE BOMANITE
COLOR HARDENER APPLIED EVENLY TO THE PLASTIC SURFACE BY THE DRY SHAKE
METHOD USING A MINIMUM OF SIXTY (601 POUNDS PEA 100 SQUARE FEET IT SHALL
BE APPLIED IN TWO OR MORE SHAKES, FLOATED AFTER EACH, AND TROWELED ONLY
AFTER THE FINAL FLOATING. COLOR HARDENER SHALL BE 'MEXICAN TILE'.
'BOMACRON' RELEASE AGENT SHALL BE APPLIED IN ACCORDANCE WITH
MANUFACTURER'S INSTRUCTIONS.
~,.1.,,,.-UHD. -
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8.
9.
10.
11 .
12.
13.
14.
15.
16
17.
WHILE CONCRETE IS STILL IN THE PLASTIC STAGE Of SET, THE 'BOMACRON'
TEXTURING TOOLS SHALL BE APPLIED TO MAKE THE DESIRED PATTERN AND TEXTURE.
WHEN APPLICABLE. IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS,
APPLY CHARCOAL RELIEF TO FURTHER ENHANCE PATTERN AND TEXTURE.
THE SURFACE SHALL BE CLEANED TO REMOVE RESIDUAL DUST AND EXCESS
'BOMACRON' RELEASE AGENT. SEAL WITH BOMANITE DURASEAL PEA
MANUFACTURER'S RECOMMENDATIONS AND APPLY CARBORUNDUM TO PROVIDE A
NON-SKID SURFACE.
PROTECT ALL CONCRETE POURS FROM INJURIOUS ACTION OF THE ELEMENTS AND
DEFACEMENT OF ANY NATURE DURING CONSTllUCTION OPERATIONS.
PLACE CONCRETE WITH EXPOSED SURFACES EARLY IN THE MORNING SO THAT IT CAN
HARDEN WHILE WORKMEN ARE ON THE JOB. IF NOT, EMPLOY WATCHMEN ro
PROTECT WET CONCRETE FROM DEFACEMENT.
KEEP CONCRETE IN A TH0110UGHL Y MOIST CONDITION FROM THE TIME IT IS PLACED
UNTIL IT HAS CURED FOR AT LEAST SEVEN (71 DAYS.
KEEP ALL FORMS SUFFICIENTLY WET TO PREVENT DRYING OUT OF THE CONCRETE.
FOG SPRAY FRESHLY PLACED SLABS CONTINUOUSLY, IN HOT DRY WEATHER. UNTIL
FINISHING OPERATIONS COMMENCE. ALLOW NO SLABS TO BECOMf. DRY AT ANY TIME
UNTIL CURING OPERATIONS ARE COMPLETE. SLABS SHALL BE CURED WITH NON
STAINING CURING PAPER, WET BURLAP, OR CURING COMPOUND. PROTECT FRESH
CONCRETE FROM DRYING WIND, RAIN, DAMAGE OR SOILING.
CURING COMPOUND: APPLY IN TWO PASS APPLICATIONS SPRAYED IN PERPENDICULAR
DIRECTIONS APPLY IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS_
ALL CONCRETE PAVING SHALL SLOPE AT A MINIMUM OF 1 % AWAY FROM ALL
STRUCTURES.
TWENTY FOUR (24) HOURS PRIOR TO ANY CONCRETE POUR, LANDSCAPE ARCHITECT
SHALL BE NOTIFIED SO THAT FORMS MAY BE OBSERVED.
MODIFY OR REPLACE CONCRETE NOT CONFORMING TO REQUIRED LINES, DETAILS AND
ELEVATIONS AS DIRECTED BY THE ARCHITECT_
REPAIR OR REPLACE CONCRETE NOT PROPERLY PLACED RESULTING IN EXCESSIVE
HONEYCOMBING AND OTHER DEFECTS. DO NOT PATCH, FILL, TOUCH-UP, REPAIR , OR
REPLACE EXPOSED CONCRETE EXCEPT ON EXPRESS DIRECTIONS OF THE ARCHITECT
FOR EACH INDIVIDUAL AREA_ REMOVE AND REPLACE PATCHED OR REPAIRED
CONCRETE IF, IN THE ARCHITECT'S OPINION THE REMEDIAL WORK DOES NOT
SATISFACTORILY RESTORE THE QUALITY AND APPEARANCE OF THE CONCRETE.
REMOVE AND REPLACE CONCRETE THAT DOES NOT CONFORM TO SPECIFIED
STRENGHiS.
ALL WALLS TO BE EFFECTED BY THE CONCRETE POUR SHALL BE IN PLACE PRIOR TO
INSTALLATION_ EXPANSION JOINTS SHALL BE INSTALLED BETWEEN ALL CONCRETE
POURS ANO SITE WALLS/STRUCTURES.
18. ALL PAVED AREAS SHALL BE CLEANED. THOSE AREAS NOT DESIGNATED FOR
'BOMACRON' SHALL BE CLEANED WITH A WEAK ACID SOLUTION UPON COMPLETION
OF ALL PAVED SURFACES. THOROUGHLY NEUTRALIZE AND FLUSH ACID FROM
SURFACES. ALL PAVED AREAS SHALL HAVE A SEALER APPLIED.
19. AT COMPLETION OF WORK ALL FORMS AND DEBRIS SHALL BE REMOVED FROM THE
SITE.
RIVER RUN GRAVEL
1. ORGANIC GROUND COVER SHALL BE 3" MINUS SURGE 1 1 /2"-3" DIAMETER. ORGANIC
GROUND COVER SHALL BE FOUR 141 INCHES DEEP AND SHALL BE UNDERLAIN WITH
WEED CONTROL LANDSCAPE FABRIC.
SITE FURNISHINGS
1. PLANTERS SHALL BE 'DURA ART STONE' DESIGN 'D' ROUND WITH 2'" CENTERED DRAIN
HOLES AND SAUCERS IN STONE GRAY IS-1 Bl LIGHT SANDBLAST (LSBI. INSTALLATION
SHALL BE FREE STANDING. SEE POT SPECIFICATIONS FOR PLANTER SIZES AND PLANT
MATERIAL.
2. TRASH RECEPTICLES AND ASH URNS SHALL BE 'DURA ART STONE' TR-02 ROUND AND
AU-D ROUND RESPECTIVELY, IN STONE GRAY (S-18) LIGHT SANDBLAST ILSBI. LID AND
ASHTRAY SHALL BE NATURAL ALUMINUM. INSTALLATION SHALL BE FREE STANDING.
3. ALL ' DURA ART STONE PRODUCTS SHALL BE FINISHED WITH ACRYLIC ANTI-GRAFFITI
SEALER FACTORY APPLIED.
AVAILABLE: 'DURA ART STONE'
11010 LIVE OAK
FONT ANA, CA 92335
800 821 112D
4. WALL CAP SHALL BE 'CALIFORNIA PRECAST' FRENCH WALL CAP WC-F-10-24, SMOOTH
TROWEL FINISH.
AVAILABLE: 'CALIFORNIA PRE-CAST STONE MFG, INC'
10324 CHANNEL ROAD
LAKESIDE, CA 92040
619 443-3863
5 BENCHES SHALL BE 'IRON MOUNTAIN FORGE' MODEL NO. 281-BXP CONSTRUCTION
HEART REDWOOD TREATED WITH CWF PRESERVATIVE
AVAILABLE: "IRON MOUNTAIN FORGE CORPORATION'
ONE IRON MOUNTAIN DRIVE
FARMINGTON, MO 63640
800 325-8828
6 BICYCLE RACK SHALL BE 'RIBBON RACK' MODEL RB D9·1-S, SATIN# 4 FINISH_
AVAILABLE: 'BRANDIR INTERNATIONAL, INC.
200 PARK AVENUE
NEW YORK, NY 10166
212 505-6500
AVAILABLE: A-1 SOILS COMPANY
10210 CAMINO SANTA FE
[MIRA MESA!
SAN DIEGO, CA 92121
619 281-1914
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APPROVED FOR PLANTING
AND IRRIGATION ONLY,
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS.
the cambridge group
"AS
TITLE
REVIE\JED BY,
L,iiindscape Arch1tect1...ire
Lend Planning
Ur-ban Des,an
431 0 Via Monclova
5a11 D1<ajO. CA 92122
(619) 453-7117
BUILT 11
DATE
.,JI 511Jcm ~ w--c. e;.D:::K__
t1tJLOf.."JANlelHJ,, ~NCH, . ENGINEERING PLANCHECKER DATE INSPECTOR DATE
J' 4 f.E'W COKT. FPm:(s)
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DATE INITIAL
ENGINEER Of WORK
o,-n; INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAi.
I SH6ET I CITY OF CARLSBAD ITrJ PLANNING DEPARTMENT 5
CONSTRUCTION DETAILS & SPECIFICATIONS FOR:
LA COSTA VILLAGE
SDP 86-03 {A) -
APPROVED ,£./"_, /",I /k7a:Y Y-/~-?r
ASSISTANT PLANNING DIRECTOR DATE
DWN BY: PROJECT NO. DRAWING ND.
CHKD BY: SOP B6-03A RV\JD BY, DWG 364-JL
C.M.W.D. JOB NO. 96-215
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the cambridge group
Landscape Arc::h1cecture
Lend Planning
APPROVED FOR PLANTING HAS BUILT'
AND IRRIGATION ONLY,
INCLUDING PRECISE TITLE DATE
LOCATION OF PLANTING REVIEVED BY, ENGINEER"S SIGNATURE REQUIRED ON PAGE 1 ONLY
AREAS. APPROVED
NIA
ENGINEERING PLANCHECKER DAT( INSPECTOR DATE
CARLSBAD ~ I SH?ET I CITY OF
PLANNING DEPARTMENT 5
CONSTRUCTION DETAILS FOR:
LA COSTA VILLAGE
SDP 86-03 (A)
APPROVED~qj/ 1-1.1-9.0-
ASSISTANT PLANNING DIRECTOR DATE I
OWN BY: PROJECT NO_ DRAWING NO INITIAL 0-'lE INITIAL CHKD BY: SDP 86-03A DWG 364-JL
DATE DATE INITIAL
REVISION DESCRIPTION Cil"Y Af'PROVAL RY'w'D BY1 ENGINEER Of WORK OTHER N'PROVAL ~-
C.M.W.D. JOB NO. 96-215
IRRIGATION SPECIFICATIONS
1. ALL IRRIGATION MATERIALS AND PROCEDURES SHALL CONFORM TO THE CITY OF
CARLSBAD "LANDSCAPE MANUAL", NOVEMBER 1990, THE CARLSBAD MUNICIPAL
WATER DISTRICT "RECLAMATION RULES AND REGULATIONS", OCTOBER 1993 AND
SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH.
2. IRRIGATION PLANS ARE DIAGRAMMATIC.
3. ALL IRRIGATION SYSTEM COMPONENTS ARE TO BE COl.OR-CODED PURPLE PER
CARLSBAD MUNICIPAL WATER DISTRICT "RECLAMATION RULES AND REGULATIONS",
4, A CARLSBAD MUNICIPAL WATER DISTRICT APPROVED REDUCE PRESSURE BACKFLOW
PREVENTION DEVICE MUST BE INSTALLED ON THE CUSTOMER'S SIDE OF ALL
IRRIGATION METERS AS OUTLINED IN "TITLE 17" !ISSUED BY THE STATE DEPARTMENT
OF PUBLIC HEAL THI, THE CURRENT CARLSBAD MUNICIPAL WATER DISTRICT'S
RECLAMATION RULES AND REGULATIONS AND AS DETAILED. COPPER PIPE SPECIFIED
ON INSTALLATION DETAIL SHALL BE SEAMLESS, TYPE K, HARD DRAWN TUBING
WRAPPED WITH PURPLE TAPE.
ALL NEW BACKFLOW PREVENTION ASSEMBLIES SHALL BE INSTALLED AND TESTED
AND TEST REPORTS PROVIDED TO THE DISTRICT AND CITY PRIOR TO WATER SERVICE
BEING PROVIDED BY THE DISTRICT.
ALL TESTING OF DEVICES SHALL BE PERFORMED BY A TESTER WHO MEETS
CERTIFICATION REQUIREMENTS OF THE SOUTHERN CALIFORNIA FOUNOATION FOR
CROSS CONNECTION CONTROL OR THE AMERICAN WATER WORKS ASSOCIATION, OR
WHO MEETS THE REQUIREMENTS OF ANY OTHER AGENCY USING A CERTIFICATION
PROCESS APPROVED BY THE DISTRICT, SUCH AS THE COUNTY OF SAN DIEGO OR THE
STATE OF CALIFORNIA,
5. PRIOR TO BURYING IRRIGATION LINES:
6.
7,
8,
9,
1D.
11 ,
12,
13,
A)
Bi
ALL MAINLINES IN THE SYSTEM SHALL BE CAPPED AND PRESSURE TESTED AT
125 PSI FOR A PERIOD OF FOUR (41 HOURS. ANY LEAKS FOUND SHALL BE
CORRECTED BY REMOVING THE LEAKING PIPE OR FITTINGS AND INSTALLING
NEW MATERIAL IN ITS PLACE.
ALL LATERALS SHALL BE PRESSURE TESTEO AT DESIGN PRESSURE FOR ONE 111
HOUR.
Cl CONTRACTOR SHALL NOT ALLOW NOR CAUSE ANY OF HIS WORK TD BE
COVERED UNTIL IT HAS BEEN INSPECTED , TESTED AND APPRDVEO BY THE
OWNER/DEVELOPER'S AUTHORIZEO REPRESENTATIVE AND THE CITY OF
CARLSBAD INSPECTOR. ALL PARTIES SHALL BE NOTIFIED AT LEAST FORTY
EIGHT 148) HOURS IN ADVANCE OF TESTING.
WHEN THE IRRIGATION SYSTEMS ARE COMPLETED, THE CONTRACTOR, IN THE
PRESENCE OF THE OWNER/DEVELOPER'S AUTHORIZED REPRESENTATIVE, THE CITY OF
CARLSBAD INSPECTOR AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL
HEALTH REPRESENTATIVE, SHALL CHECK SPRINKLER COVERAGE OF ALL PLANTING
AREAS TO ENSURE THAT COVERAGE IS COMPLETE AND ADEQUATE. CONTRACTOR
SHALL FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIREO TO CORRECT
,ANY INADEQUACIES OF COVERAGE AT HIS OWN COST,
ALL PRESSURE MAINLINES SHALL BE A MINIMUM EIGHTEEN 1181 INCHES DEEP, AND
ALL LATERALS SHALL BE A MINIMUM TWELVE I12I INCHES OEEP. DEPTH FOR BOTH
MAINLINE AND LATERAL LINES, WHEN PASSING UNDER STREETS ANO/OR DRIVES,
SHALL BE A MINIMUM THIRTY 1301 INCHES DEEP, BACKFILL SHALL BE AS PER
CARLSBAD MUNICIPAL WATER DISTRICT "RECLAMATION RULES AND REGULATIONS".
WHEN CONSTANT PRESSURE MAINLINES, SERVICING AREAS TO BE IRRIGATED BY
RECLAIMED WATER, CROSS A POTABLE WATER LINE, THEY MUST PASS AT LEAST
TWELVE 1121 INCHES BELOW THE POTABLE LINE ANO MAINTAIN AT LEAST TWELVE 112)
INCH CROSSING SEPARATION BETWEEN OTHER UTILITIES. THE RECLAIMED WATER
LINE SHALL BE INST ALLEO WITHIN A SCHEDULE 80 "ALERTLINE" PURPLE COLORED PVC
SLEEVE. THE SLEEVE SHALL EXTEND 10 FEET FROM EACH SIOE, FROM THE CENTER
LINE OF POTABLE LINE, FOR A TOTAL OF TWENTY i?OJ FEET.
ALL MAINLINES SERVICING AREAS TO BE IRRIGATED BY RECLAIMED WATER SHALL
HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S "RECLAMATION
RULES ANO REGULATIONS". WARNING TAPE SHALL BE INSTALLEO CONTINUOUSLY
FOR THE ENTIRE LENGTH OF THE PIPE AND SHALL BE FASTENED TO EACH PIPE LENGTH
BY PLASTIC TAPE BANDED AROUND THE PIPE WITH FASTENERS NO MORE THAN FIVE
(5) FEET APART, TAPING ATTACHED TO THE SECTIONS OF PIPE BEFORE LAYING IN THE
TRENCH SHALL HAVE FLAPS SUFFICIENT FOR CONTINUOUS COVERAGE. ALL RISERS
BETWEEN THE MAINLINE AND AUTOMATIC VALVES SHALL BE INSTALLED WITH
WARNING TAPE. A SECONO WARNING TAPE SHALL BE INSTALLED TWELVE 1121
INCHES ABOVE ALL MAINLINE PIPES. TAPE MUST BE A MINIMUM THREE (31 INCHES
WIOE, COLORED PURPLE AND SILVER, AND PRINTEO )'VITH THE MESSAGE "CAUTION:
RECLAIMED WATER BELOW" IN MINIMUM ONE (11 INCH HIGH BLACK LETTERS.
WARNING TAPE SHALL BE AS MANUFACTUREO BY THOR ENTERPRISES, INC., P 0. BOX
450, SUN PRAIRIE, WISCONSIN, 53590, (PHONE: 16081 837-7197).
ALL IRRIGATION PIPES SERVICING AREAS TO BE IRRIGATEO BY RECLAIMED WATER
SHALL BE STENCILEO WITH THE WARNING, "NON-POTABLE WATER" OR "RECLAIMED
WATER", COLOR-CODED (PURPLE) ANO LAID WITH PURPLE WARNING TAPE AND WITH
STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER THE CARLSBAD
MUNICIPAL WATER DISTRICT'S "RECLAMATION RULES AND REGULATIONS".
ALL AUTOMATIC VALVES SHALL BE INSTALLED WITH IDENTIFICATION TAGS, TAGS
SHALL BE WEATHER PROOF PLASTIC 3" X 4", PURPLE IN COLOR WITH THE WORDS,
"WARNING RECLAIMED W,U_fJL: DO NOT DRINK" IMPRINTED ON ONE SIDE, AND
:ADYISO IMPURA · NO TOl\'lAfi'.:. ON THE OTHER SIOE, IMPRINTING SHALL BE
PERMANENT AND BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY
ENTERPRISES, 1207 WEST STRUCK AVENUE, SUITE "E", ORANGE, CA 92667 (7141 771-
" 4142.
ALL AUTOMATIC VALVES SHALL BE INSTALLED IN RECTANGULAR VALVE BOXES WITH
PURPLE BOLT DOWN COVERS WITH TWO 121 CUBIC FEET OF PEA GRAVEL BENEATH THE
VALVE, AUTOMATIC VALVES, BALL VALVES, PRESSURE REDUCING VALVES, FILTERS
AND MOISTURE SENSOR SHALL ALSO BE CONTAINEO IN THEIR OWN VALVE BOXES
WITH PURPLE BOLT DOWN COVERS WITH PEA GRAVEL INSTALLED, SEE DETAILS,
BENEATH THE VALVE. QUICK COUPLERS SHALL HAVE LOCKING PURPLE CAPS AND
SHALL BE INSTALLED IN EIGHT 181 INCH ROUND VALVE BOXES WITH PURPLE SOLT
DOWN COVERS FILLED WITH 314" GRAVEL AROUND THE REO BRASS NIPPLE. THERE
SHALL BE NO MORE THAN ONE 111 AUTOMATIC VALVE PER VALVE BOX AND ALL
AUTOMATIC VALVES SHALL BE LOCATED IN SHRUB AREAS ADJACENT TO WALKS,
ORIVES ANO CONCRETE MOW CURBS, ALL AUTOMATIC VALVES SHALL HAVE THEIR
VALVE SEQUENCE AND CONTROLLER DESIGNATION PERMANENTLY IMPRINTED ON THE
VALVE BOX COVER. ALL OTHER VALVES SHALL HAVE PERMANENT LABELS: Q.C., 8,V.,
PRES,, FILTER. ALL VALVE BOXES CONTAINING IRRIGATION SYSTEM COMPONENTS
SPECIFIED WITH PURPLE BOLT DOWN COVERS SHALL BE COLOR-CODEO PER AWWA
GUIOELINES,
ALL WIRE SHALL BE ANG-UF, DIRECT BURIAL TYPE, AND ALL SPLICES AND
CONNECTIONS SHALL BE MADE WITH 'PEN-TITE' CONNECTORS OR APPROVED EQUAL.
ALL SPLICES, NOT OCCURRING IN VALVE BOXES, SHALL OCCUR IN ELECTRICAL PULL
BOXES LOCATEO AS A MINIMUM, AT EACH BRANCH IN THE CIRCUIT. AN ADOITIONAL
TWO 121 WIRES SHALL BE RUN FOR EACH SPLIT IN THE MAINLINE. A TRACER WIRE
SHALL BE RUN ALONG THE ENTIRE LENGTH OF THE MAINLINE TO INCLUDE RUNS
SERVICING ONLY REMOTE QUICK COUPLERS. BURIAL OF All. WIRING, AS WELL AS
PIPING SHAl.L MEET AS A MINIMUM CARLSBAD MUNICIPAL WATER OISTRICT'S
"RECLAMATION RULES AND REGULATIONS".
ALL WIRE SHALL BE BUNDLED ANO PLACED BENEATH THE MAINLINE ANO TAPED AT
INTERVALS OF TEN 1101 FEET, ALL WIRE SHALL BE SLEEVED SEPARATELY WHEN
PASSING UNDER PAVED AREAS. SLEEVES SHALL BE SCHEDULE BD PVC WHEN
PASSING UNDER VEHICLE PAVING W/ 30" COVER AND SCHEDULE 40 PVC UNOER
PEDESTRIAN PAVING. SLEEVES SHALL BE A MINIMUM OF TWO 121 INCHES IN
DIAMETER.
14 ALL MAINLINE AND LATERAL LINES SHALL BE SLEEVED WITH PVC SCHEDULE 80, A
MINIMUM OF TWICE THE DIAMETER OF THE SLEEVED LINE WHERE IT PASSES UNDER
VEHICLE PAVING W/ 30" COVER AND SLEEVED WITH PVC SCHEOULE 40 UNDER
PEDESTRIAN PAVING. SEE ITEM SEVEN 171 CONCERNING SLEEVES FOR CONSTANT
PRESSURE RECLAIMED WATER MAINLINES WHEN PASSING UNOER POTABLE WATER
LINES, IRRIGATION SYSTEM LINES TO BE SERVICING AREAS IRRIGATED WITH
RECLAIMED WATER SHALL HAVE THE SAME WARNING MARKINGS, COLOR-CODING
(PURPLE! AND TAPING AS REQUIRED BY THE CARLSBAD MUNICIPAL WATER DISTRICT'S
"RECLAMATIDN RULES AND REGULATIONS" FOR THE PIPE BEING SLEEVED.
15, AUTOMATIC CONTROLLER SHALL BE WALL MOUNTED ON THE INSIDE WALL. OF THE
"HYDRO-SAFE HS-1" ENCLOSURE. WIRING OF ELECTRICAL POWER TO THE
CONTROLLER AND OTHER PERIPHERAL EQUIPMENT, SHALL BE THE RESPONSIBILITY OF
THE SUPPLIER. CONTROLLER SHALL BE CLEARLY MARKED CITY OF CARLSBAD MEDIAN
IRRIGATION. CONTROL WIRES SHALL BE SLEEVEO IN ELECTRICAi. CONDUIT, THROUGH
A PULL BOX, TO THE MAINLINE.
16. AUTOMATIC CONTROLLER SHALL HAVE A 'WATER CONSERVATION SYSTEMS, INC."
"RAINGUARD WCS-RGVR" RAIN SHUT-OFF SYSTEM, INSTALLEO ON THE EXTERIOR OF
THE CONTROLLER ENCLOSURE "RAINGUARD" SHALL BE LOCATEO SO THAT
IRRIGATION WATER WILL NOT AFFECT PERFORMANCE ALL EQUIPMENT SHALL BE
INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND
DIRECTIONS,
7 /. CHECK VALVES SHALl. BE INSTALLED AS NECESSARY TO PREVENT DRAINAGE OF THE
VARIOUS LATERAL SYSTEMS FROM OCCURRING AT THE HEADS OF LOWEST
ELEVATION, NO MORE THAN TWELVE 1121 FEET OF ELEVATION CHANGE SHALL
SEPARATE CHECK VALVES, CHECK VALVES SHALL BE FIVE 15) PSI RATED
18. ALL RISERS SHALL BE PVC SCHEOULE 80,
19 ALL EXPOSED RECLAIMEO WATER SPRINKLER EQUIPMENT SHALL BE IDENTIFIEO USING
PURPLE PANTONE 522 PAINT (2 COATS). RECLAIMEO WATER PAINT TO BE APPROVED
BY CARLSBAD MUNICIPAL WATER DISTRICT.
20.
21.
n.
23.
24.
26.
CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS EQUIPMENT,
MATERIALS AND RUBBISH INCIDENTAL TO THE WORK OF THIS SECTION.
IRRIGATION CONTRACTOR SHALL GUARANTEE THE ENTIRE IRRIGATION SYSTEM TO BE
FREE OF OE;FECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE 111 YEAR
FROM FINAL WRITTEN ACCEPTANCE BY THE CITY OF CARLSBAD INSPECTOR ANO
REPRESENTATIVE OF THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL
HEALTH
IRRIGATION CONTRACTOR SHALl. MAINTAIN THE SYSTEM FOR A PERIOD OF THIRTY
1901 DAYS AND SHALL WA TEA ON A DAILY BASIS. HOURS FOR IRRIGATION WITH
RECLAIMED WATER ARE FROM 10:00 PM TO 6:00 AM. THE HOURS FOR IRRIGATION
WITH DISINFECTED TERTIARY RECLAIMED WATER MAY BE MODIFIEO BY LOCAL
AUTHORITY, IRRIGATION DURING PUBLIC USE PERIOOS WITH OISINFECTED TERTIARY
RECLAIMED WATER SHAL, BE UNDER THE SUPERVISION OF THE DESIGNATED USER
SUPERVISOR, IRRIGATION WITH WATER OF A LESSER QUALITY THAN DISINFECTED
TERTIARY RFCLAIMED WATER SHALL BE BETWEEN THE HOURS OF 10:00 PM AND
6 00 AM
PRIOR TO FINAL ACCEPTANCE OF WORK, CONTRACTOR SHALL PROVIDE A RECORD SET
OF DRAWINGS SHOWING THE IRRIGATION SYSTEM WORK. THE FOLLOWING SHALL BE
DIMENSIONED FROM TWO 121 PERMANENT POINTS OF REFERENCE (I.E. BUILDING
CORNERS, SIOE WAl.KS, ETC.I:
Al POINTS OF CONNECTION & ALL SLEEVES
Bl BALL VALVES
Cl PRESSURE LINE LOCATIONS
DI CONTROLLER ANO AUTOMATIC VALVES
El QUICK COUPLERS
Fl ROUTING OF ALL DIRECT BURIAL CONTROL WIRES
GI OTHER RELATEO EQUIPMENT AS SPECIFIED BY THE DISTRICT OR THE OWNER.
HI ON THE INSIDE SURFACE OF THE COVER OF THE AUTOMATIC CONTROLLER,
CONTRACTOR SHALL PREPARE AND MOUNT A CHART SHOWING THE VALVES
AND IRRIGATION HEADS SERVICED BY THE CONTROLLER. ALL VALVES SHALL
BE NUMBERED TO MATCH THE OPERATION SCHEDULE AND THE DRAWINGS.
THE CHART SHALL BE A PLOT PLAN SHOWING ALL HARDSCAPE
IMPROVEMENTS. LEGIBLE IN ALL DETAIL, THE PLOT PLAN SHALL BE MADE TO A
SIZE THAT WILL FIT INTO THE CONTROLLER COVER. A PRINT OF THE PLAN
SHALL BE HERMETICALLY SEALED BY PLASTIC. THIS PRINT SHALL THEN BE
SECURED TO THE INSIDE COVER, TWO 12) ADOITIONAL COPIES, HERMETICALLY
SEA LEO BY PLASTIC, MINIMUM TEN 11 OJ MILS THICK, SHAl.L BE FURNISHED TO
CITY
ALL OTHER LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS
GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY
INCORPORATED INTO AND MAOE A PART OF THESE SPECIFICATIONS, INCLUDING SAN
DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAl. TH "RECLAIMED WATER
NOTES" PROVIDED ELSEWHERE, AND THEIR PROVISIONS SHALL BE CARRIED OUT BY
THE IRRIGATION CONTRACTOR.
UPON COMPLETION AND RECEIPT OF FINAL WRITTEN APPROVAL OF THE CITY, TWO 121
COPIES OF ALL MAINTENANCE MANUALS, GUARANTEES AND OPERATING
INSTRUCTIONS FOR ALL IRRIGATION EQUIPMENT SHALL BE PROVIDED TO THE OWNER,
AS WELL AS THE NAME OF THE ON-SITE USER/SUPERVISOR, ADDITIONALLY, THE
FOLLOWING EQUIPMENT SHALL BE PROVIDED TO THE CITY:
A) TWO 121 SETS OF SPECIAL TOOLS REQUIRED FOR REMOVING, OISASSEMBLING,
AND ADJUSTING EACH TYPE OF SPRINKLER AND VALVE ON THIS PROJECT,
Bl TWO 121 KEYS FOR OPENING AND LOCKING AUTOMATIC CONTROLLER,
Cl ONE 111 QUICK COUPLER KEY WITH GATE VALVE AND HOSE SWIVEL ELL
ASSEMBLY.
INSTALL POP-UP IRRIGATION HEADS WHEN LOCATEO WITHIN 10' OF ALL PEDESTRIAN
USE AREAS.
1 .
2.
3.
4,
5,
6.
7.
8.
9.
10.
11 .
12.
13.
14,
15.
16,
17
18,
19,
20,
21,
22.
SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH
RECLAIMED WATER NOTES
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAO MUNICIPAL WATER
OISTRICT'S "RECLAMATION RULES AND REGULATIONS".
ALL PUBLIC FACILITIES SUCH AS COMFORT STATIONS, ORINKING FOUNTAINS, ETC.,
SHALL BE PROTECTED FROM DIRECT SPRAY BY RECLAIMEO WATER.
BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROi. TO THE
BEST EXTENT POSSIBLE PONOING, RUN-OFF, OVER-SPRAY, AND MISTING.
HOSE BIBS ARE STRICTLY PROHIBITED.
ON SITE CROSS-CONNECTIONS BETWEEN RECLAIMED WATER LINES AND POTABLE
WATER LINES ARE STRICTLY PROHIBITED.
NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL
OF THE CARLSBAD MUNICIPAL WATER DISTRICT
ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER
DISTRICT'S RECLAMATION RULES AND REGULATIONS.
HOURS FOR IRRIGATION WITH RECLAIMED WATER ARE FROM 10:00 PM TO 6:DO AM.
THE HOURS FOR IRRIGATION WITH DISINFECTED TERTIARY RECLAIMED WATER MAY BF.
MOOIFIEO BY LOCAL AUTHORITY. IRRIGATION DURING PUBLIC USE PERIODS WITH
DISINFECTED TERTIARY RECLAIMED WATER SHALL BE UNDER THE SUPERVISION OF
THE OESIGNATED USER SUPERVISOR. IRRIGATION WITH WATER OF A LESSER QUALITY
THAN DISINFECTED TERTIARY RECLAIMED WATER SHALL BE BETWEEN THE HOURS OF
1 O,DO PM ANO 6,00 AM.
BURIAL OF ALL WIRING AND PIPING SHALL MEET CARLSBAD MUNICIPAL WATER
DISTRICT'S "RECLAMATION RULES AND REGULATIONS".
PRIVATE LOTS SHALL BE PROTECTED FROM CONTACT FROM RECLAIMED WATER,
WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION
OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION
PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED
IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO PREVENT OVER-SPRAYING
ON SIDE WALKS, STREETS AND PRIVATE LOTS.
RECLAIMED WATER QUICK COUPLING VALVES SHALL HAVE A SPECIAL COUPLE KEY
PER THE CARLSBAO MUNICIPAL WATER OISTRICT'S "RECLAMATION RULES ANO
REGULATIONS··.
METERS SHALL BE SIZED BY THE CARLSBAO MUNICIPAL WATER DISTRICT.
ON RECLAIMED WATER SYSTEMS, ALL APPURTENANCES !SPRINKLER HEADS, VALVE
BOXES, ETC I SHALL BE COLOR·CODED PURPLE PER AWWA GUIOELINES.
ALL IRRIGATION PIPES SHALL BE STENCILED WITH THE WARNING, "NON-POTABLE
WATER" OR "RECLAIMED WATER", COLOR-CODED !PURPLE! AND LAID WITH PURPLE
WARNING TAPE AND WITH STENCILING ORIENTEO TOWARD THE TOP OF THE TRENCH
PER THE CARLSBAO MUNICIPAL WATER DISTRICT'S "RECLAMATION RULES AND
REGULATIONS".
ON NEW ON-SITE HOMES (POST-METER). POTABLE WATER, RECLAIMEO WATER, AND
SEWER LINES SHOULD BE PLACED A MINIMUM OF FOUR 14) FEET APART, OR AS
DIRECTED BY THE PROJECT ENGINEER, ANO/OR REGULATORY AGENCIES.
MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT PIPE CENTER LINES.
CONSTANT PRESSURE RECLAIMED WATER LINES SHALL CROSS AT LEAST TWELVE il~J
INCHES BELOW POTABLE WATER LINES AND SHALL MAINTAIN AT LEAST TWELVE 1121
INCHES CROSSING SEPARATION BETWEEN OTHER UTILITIES.
DEVELOPER/CONTRACTORS SHALL CONOUCT A CROSS-CONNECTION TEST AND
COVERAGE TEST AS DIRECTED BY THE CARLSBAD MUNICIPAL WATER DISTRICT
AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH PRIOR
TO ANY USE OF RECLAIMED WATER.
AN ANNUAL CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER THE
CARLSBAO MUNICIPAL WATER DISTRICT OR SAN DIEGO COUNTY DEPARTMENT OF
ENVIRONMENTAL HEALTH COPIES OF INSPECTION REPORTS WILL BE FORWARDEO TO
THE NON-INSPECTING PARTY
SHOW THE LOCATIONS PROPOSED FOR RECLAIMED WATER "DO NOT ORINK" SIGNS ON
THE PLANS.
WHEN RECLAIMEO WATER BECOMES AVAILABLE, AN ON-SITE USER/SUPERVISOR
SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH
PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF
BACKFLOW/CROSS-CONNECTION PROTECTION, THE RECLAIMED PURVEYOR'S RULES
AND REGULATIONS, AND THE SPECIFIC REQUIREMENTS OF A RECLAIMED WATER
SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE
PROVIDED TO THE CARLSBAD MUNICIPAL WATER DISTRICT ANO SAN DIEGO COUNTY
DEPARTMENT OF ENVIRONMENTAL HEALTH.
IN CASE OF EMERGENCY CONTACT RICH BYER AT (619) 587-1901
AFTER HOURS CONTACT RICH BYER AT (619) 288·9359 PAGER
ALL PUBLIC ANO PRIVATE POTABLE WATER MAINS ANO ANY WATER WELLS WITHIN
THE RECLAIMED WATER PROJECT SHALL BE SHOWN ON THE PLANS.
CARI $BAD 11/ll!Nl!:IPAL. WATER DISTRICT SITE OBSERVATIONS
AND CITY ..Of CARLSl!All . .8Em!IBED INSPECTIONS·
CONTRACTOR..51:iflLLNQTJEY...Il::lE CITY OF CARI SBAP...Pl..ANNING DEPARTMENI.
TELEPHONE 4381161 EXJ, 4221 FORTY-EIGHT HOUFIS PRIOR TO COMMENCING WORK
1. SLEEVE INSTALLATIONS
2. MAINLINE PRIOR TO BACKFILL
3. ALL RECLAIMED WATER INSTALLATIONS FROM
MAIN TO ALL SPRINKLER HEADS.
4, COMPLETE OPERATION TEST OF ENTIRE SYSTEM
AT FINAL OBSERVATION.
CQl!IIITY REOlllRFL!JNSPE<;;TIQNSJJ.lNLESS WAIVED IN WHITJN!.l
1. HEAD LOCATION/SPRINKLER COVERAGE TEST,
2. CROSS-CONNECTION TEST.
IRRIGATION LEGEND
5YM6PI DE$s.FUPT)ON --·· ·--MAN!JfACTURER MODEi NUMBER PBESSI/RF RADII/$ GP~
II LAWN HEAD TORO 5 70Z-6P·COM -12-F-PC 30-40 PSI 12' 1.92 '"I LAWN HEAD TORO 5 70Z-6P-COM-12-H-PC 30-40 PSI 12' .96 o LAWN HEAD TORO 5702 6P-COM-12-Q-PC 30-40 PSI 1 2' .48
i.i LAWN HEAD TORO 570Z-6P COM-ADJ 30 PSI 15' 1.00-2. 70 ~ LAWN HEAD TORO 5 70Z 6P COM-4-SST-PC 30-40 PSI 9X18' 1 .10
vw POP-UP SPRAY HEAD TORO 570Z-12P-COM 12-H-PC 30-40 PSI 12' 96 POP-UP SPRAY HEAD TORO 5 70Z-12P-COM-1 :1-Q-PC 30-40 PSI 12' .48 " POP UP SPRAY HEAO TORO 5 70Z-12P-COM-ADJ 30 PSI 15' 1,00-2. 70
-9~
POP UP SPRAY HEAD TORO 570Z-12P COM-4-EST-PC 30-40 PSI 4X15' ,43
POP-UP SPRAY HEAD TORO 5 /0Z-12P-COM A-SST-PC 30-40 PSI 4X30' ,88 t POP-UP SPRAY HEAD TORO 570Z-12P-COM-9-SST-PC 30-40 PSI 9X18' 1.10
• SPRAY HEAO TORO 570-12-F-PC 30-40 PSI 12' 1.92 (1) SPRAY HEAO TORO 570-12 H-PC 30-40 PSI 12' .96 1''7 " SPRAY HEAD TORO 5 70-12-Q-PC 30-40 PSI 12' .48 -~($, SPRAY HEAO TORO 5 70-4-EST-PC 30-40 PSI 4X15' 43
SPRAY HEAD TORO 5704-SST-PC 30-40 PSI 4X30' .88 ti SPRAY HEAD TORO 570-9-SST-PC 30-40 PSI 9X7 8' 1.10
0 POP-UP STREAM SPRAY HEAO TORO 5 70Z-12P-COM-10-SSH 30 PSI 15' 1.20 (!;, POP-UP STREAM SPRAY HEAD TORO 570Z-12P-COM-10-SSO 30 PSI 15' ,80
♦ POP-UP STREAM SPRAY HEAO TORO 5 70Z-12P-COM--35-SSQ 30 PSI 20' .80
0 STREAM SPRAY HEAD TORO 57D-10-SSF 30 PSI 15' 2, 10
CD STREAM SPRAY HEAD TORO 57D-10-SSH 30 PSI 15' 1.20
()) STREAM SPRAY HEAD TORO 5 JD-10-SSQ 30 PSI 1 S' ,80 -STREAM SPRAY HEAD TORO 570-35-SSH 30 PSI 20' ' 1.20
• POP-UP ADJ. FLOODBUBBLER TORO 570Z-6P-514-20 30 PSI N/A 2.70
0 POP-UP ADJ. STREAM BUBBLER TORO 570Z-6P-516-30 30 PSI 1.5' .50
1, AUTOMATIC VAL VE RAIN BIRD PESB-PRS•B SERIES SEE PLAN FOR SIZE [El AUTOMATIC CONTROLLER RAIN MASTER AME 30 HK-B HAWK W/'RAINGUARD' SHUTOFF-SEE DETAIL 0 FLOW SENSOR RAIN MASTER FS SERIES 2" SIZE Ell MASTER VALVE (NORMALLY OPEN! GRISWOLO 2250 2'' SIZE
iS.'] R.P. BACKFLOW PREVENTERS WILKINS 975XLS SEE PLAN FOR SIZES umn FILTER AMIAD 39-29-200 MESH 2" SIZE ~' PRES, REDUCING VALVES WILKINS 500 YSBR-1 DO MESH LINE SIZE
►• BALL VALVE NIBCO T-580 LINE SIZE c• QUICK COUPLER NELSON 7645 1" SIZE
v1-CHECK VALVE FLO CONTROL FIPT x FIPT 5 PSI LINE SIZE
-··~-CLASS 315 PVC PRESSURE MAINLINE -"ALERTLINE"; PACIFIC-CAL; WATER WARN 2" OR l.ARGER, SEE PLAN FOR SIZE
........... ct~;-SCHEDULE 40 PVC PRESSURE MAINLINE -"ALERTLINE"; PACIFIC-CAL; WATER WARN 1 1 /2" OR SMALLER, SEE PLAN FOR SIZE ---SCHEDULE 40 PVC PRESSURE MAINLINE 1 1 /2"
. CLASS 200 PVC LATERAL LINE -"ALERTLINE"; PACIFIC-CAL; WATER WARN SEE PLAN FOR SIZE . CLASS 200 PVC LATERAL LINE SEE PLAN FOR SIZE -· -----SCHEDULE 80 & 40 PVC SLEEVES -"ALERTLINE"; PACIFIC-CAL; WATER WARN SEE SPECIFICATIONS: ITEMS 13/14 -·· -------
_::'.ALVE SEO!:J~NCE
VALVE SIZE the cambridge group
Lartdscape Architect~.Jre
Land Planning
Ur-ban Design
"AS BUILT"
TITLE_________ DATE
ENGINEER'S SIGNATURE RfQUIRED ON PAGE 1 ONLY
APDRQVED
APPROVED FOR PLANTING
AND IRRIGATION ONLY,
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS.
REVIE'w'ED BY,
N/A
ENGINEERING PLANCHECKER DATE INSPECTOR DATE
l---+--+-~----------+--+--t-------t---1 I SH8EET I CITY OF CARLSBAD ~5
PLANNING DEPARTMENT ~ 1------+--+-··-------------+-----+--!----+----t :::==:'..'::::============---==~
1---+-----+--------·-----------+---+----t---+-------t
DA TE INITIAL DATE INITIAL DA TE INIT1-'c
ENGINEER OF WORK REVISION DESCRIPTION 0111£R APPROVAL CITY APPROV>J..
PRIVATE (ONSITE) RECLAIMED WATER
SYSTEM FOR: LA COST A VILLAGE
SOP 86-03 (Al
APPROVED £/@ ~ ~~ -------t,c:..,,,_??.,,,,,.z--~«:...._----ioC5=A
ASSISTANT ""i>?ANNING DIRECTOR
DWN BY: __ _ PROJECT NO.
CHKD BY: __ _
RV'w'D BY• ~-SDP 86-03A
C.M.W.D, JOB NO. 96-215
DRAWING NO,
OWG 364-3L
•
MATCH LINE · SEE SHEET 1 0
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fr---·· 0
IRRIGA""(lQN CALCJU.AIIOfil:0.UA COSTA VD LAGE
115.00 P.S.I. AV All ABLE AT WATER METER. 288.0 Fl .EV A TION
WATER METER I 112" SIZE
MAINLINE (COPPER) 2" SIZE
RALL VALVES (2) 2" SIZE
PRESSURE REDUCING V Al.VE 2" SIZE
FILTER 2" SIZE
BACKFLOW PREVENTER 2" SIZE
MASTER VALVE 2" SIZE
FLOW SENSOR
MAINLINE 2" SIZE . 535'
VAL VE (A•24) l l/2" SIZE
LATERAL LINE (V ARJOUS SIZES)
Fl.EV ATION CHANGE (20.5')
115.00 P.S.I. AVAILABLE AT WATER METER
39.44 P.S.l. SYSTEM LOSS
75.56 P.S.l. AV AJLARLE PRESSURE
40.00 P.S.L OPERATION PRESSURE
2.60 P.S.I. LOSS
.37 P.S.I. LOSS
.04 P.S.I. LOSS
2.50 P.S.I. LOSS
.65 P.S.L LOSS
12.50 P.S.l. LOSS
l. 70 P.S L LOSS
.00 P.S.I. LOSS
5.70 P.S.I. LOSS
2.40 P.S.I. LOSS
2.10 P.S.I. LOSS
8.88 P.S.I. LOSS
39 44 P.S.l. LOSS
35.56 P.S.l. RESIDUAL PRESSURE (WORST CONDITION)
>
KEY MAP
the cambridge group
ENGINEER S SIONA 1\JR( REQUIRED ON PAG£ 1 ONLY
APPROVED N/A
ENGINEERING PLANCH&CKER DATE
o·
APPROVED FOR PLANTING
AND IRRIGATION ONLY,
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS.
10· ;!0' 40·
SCALE: 1 • ~ 20'-0"
Landscepe .Arch,t:ecture
Land P•enning
Urban Design
4310 v .. M0R::loY8
Son Oiogo. CA 92122
(619] 453-7117
h AS BUIL Th
TITLE _____ _ DATE
REVIE\JED BY•
INSPECTOR DATE
I SH9EET I CITY OF CARLSBAD ~5 ~===.=1;===.=1~=========================~===~===.=t====t==j PLANNING DEPARTMENT ~
t---t---t--------------t--.-+-----4--+-------I PRIVATE IONSITEI RECLAIMED WATER
t----t----t---------------t--.-+-----4--+-----I SYSTEM FOR:
LA COSTA VILLAGE
SDP 86w03 (A)
hou'ATE,.:-ir,;IN'"'l11:;.;AL,t----------------t--:-=:-+=-+~:=--,I-,-,,,~ D'M'J BY: --D"TE INl11AL D"TE INl11AL CHKD BY: __
ENGINEER Of WORK REVISION DESCRIPTION DTH£R N'PROVAL OlY JJ>PROVAL RV\JD BY,
PROJECT NO.
SDP 86-p3A
C.M.W.D. JOB NO. 11-215
DRAWING NO.
DWG J64.JL
MATCH LINE -SEE SHEET 0
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KEY MAP
the cambridge group
10' 20' 40'
SCALE: 1"~2□--0"
Landscape Al""L:hi~cture
Land Planning
UrbanDHsign
431 D Vi8 Monelovo
San Diego, CA 92122
[6191 453-7117
-~-=,,.,__ .,. ~
APPROVED FOR PLANTING HAS BUIL TN
AND IRRIGATION ONLY,
INCLUDING PRECISE TITLE DATE
ENGINEER'S S!GNA 1\JRE REQUIRED ON PAGE 1 ONLY LOCATION OF PLANTING REVIEVED BY• APPROVED N/A AREAS.
ENGINEERING PLANCHECKER DATE INSPECTOR DATE
~ CITY OF CARLSBAD ITrJ 0 PLANNING DEPARTMENT 5
PRIVATE (ONSITEl RECLAIMEO WATER
SYSTEM FOR: LA COSTA VILLAGE
SDP 86-03 IA)
APPROVED ~0£/JJ :f'-/tJJfr
ASSISTANT PLA1'1NING DIRECTOR DATE
□YM BY: PROJ£CT NO. DRA'MNG NO. DATE INITIAL D/1.TE INITIAL D/1.IT INITIAL CHKD BY: SDP 86-0JA ENGIN[ER OF WORK RE\/1S!ON DESCRIPTION DTfl~R APPROVAL CITY /1.PPROVAL RV'w'D BY• DWG 364-3L
C_M.W.D. JOB NO. 98-215
I
'.:l!DENALK --cu~ ------------1
~ i:i• "e>T!{EET e-u__,---+
LATEML UN6l'"IPE...J
flTTI~
1) LO~ r.c ~. to Nll"'f'Le -----'~
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BUBBLER
NO SCALE
------~T-f"'vC ':CH.to Hlf'PL.E
r1' HIHIHUH-:}ll fiA,XJHUt-f . _
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~ ,::i" 'oll"-eET eu--~-,,-----i
C) POP-UP SPRAY HEAD
NO l;lCALE
~ "'O" 'el'% E-T EL.Lr--+
LAT'EML UNEr'IPE.J
F11TIN~e,
I.:, 1 io~ fVC ~-w NI FFLE ----~
t1A~ -,::;>" 'oTf'-EET E'Lt,.,-----___, 0
P\/C 1~ T "P ELL.
NOTE::
I rf-lTA-LL f\C au::i ':O
THEY ll1£iHTEN WITH
0:?Wr-f WM-0 11-lf'-lJ.) T 4-f' l':it; I"-. . .
E=9 POP-UP STREAM SPRAY HEAD
MA~LEX ~ B'l"F-EET ELL--------.
f\C XHGDULE t:J{) NIPPLE· icl1 LDHCj
~B<W'B]reETELL.
C
[
-flNl5H yF-.AOE m~(~l
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-+-----f'\.C T•T 90°ELL
+---LATEAAL UN6" FIP6~ FllTINCj
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ik2iKTEN w1ti, [X.11-JNI-JAF<D
THl<IBT + ~reER.
LAWN HEAD
NO SCALE
liq"E.~
IH5TALL f'&l-1.0CAL m~e, ALL fl"frl~(g';;>
~~~615~6;' o'w(q lJ-20
!:iAA'o5 HIPF\.E _,} M lri.-----,-~
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~~ l.JNtJN ,__ _ _____.
AHBH C.,f!ADE--+
1 cu~c ~ HIHIHUl"1 -r+~T t:Ji,:GC:-l'S -----~
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iTO P01r-1T..flm-tNa:::nOti fVC FS1ALE. AQA.Pre~ ADA.PT "'rl6'.j)U I f(EO
TO l~T10H '51'5TEl1
/ F"'\ REDUCE PRESSURE BACKFLOW PREVENTER
1 ·' NO SCALE -
. -ecr+. etJ FYC NIPPLc-+++---~..,..__
ECrl. "'!:::) 5'<;T ELL.~-++--~~-~ '---fJ-~-~....Ll----~
--411~-6~8L(t--P.5QL~ EO)(. _ ---~ ~
-----·-NO lE~::..~5o_Jl---tAf__ Fl LTER Cr--N 68 ~ BBR\/IC£.D
--~lS..Et:'IOVE'D•1ff-i~R.Y.. E9 FILTER IN
NO SCALE
VALVE BOX
~-~R~~~-
"-'-W"fs 'e~INER.:· -
----~:-=.-= =---EXTSN~ ic,~ "'7:eHe..,.,-+ --Ae,-Req)UIR.60-.· -1 '
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70 ~6i'i3e.) ----=-~..f\C.-TIJIJPDNC2i1-~~
-::--4 D..if'.JC FEef1 .P&\ eMVSL.
(5 PRESSURE REDUCING VALVE
NO SCALE
..LI"--'~~ ~~IJ::=r-FRE"35l.iP-e w-.1NL1 r-1 E
f'llE5~URE HAJNUNe----_!:}~t !:,/<./CK CTYFICAL)-xf eox,
NC C:0Uf'UH°1-5CH. 00 ~-luP cf6AQ-I a'.if<-HEft
ecHEPJlE W FVC rllPFLE -,-_-__ }1l~~~~'d'1ill---~:C1.Jt>IC PEETcJ. PEA (qMVEL.
C'.DHPACTeD ..,--UNDB11JR.5eD ___ _,
'3 U BCj l'<ADE. ~ __
(9 BALL VALVE
NO SCALE
;±-;::;;:l::-t:l-+-~.bQ Pvt. PIPE(f"'IIF'PLe)
,Q.J..',6---6-r-<0-:-~:-:'1 QJOC FEET PEA Qfl'-Va.
□ (!) AUTO MA TIC VAL VE
-,'A·\ AUTOMATIC CONTROLLER WI ENCLOSURE
\ / NO SCALE
APPROVED FOR PLANTING
AND IRRIGATION ONLY,
INCLUDING PRECISE TITLE
II AS
ENGINEER'S SIGNAiURE REQUIRED ON PAGE 1 ONLY LOCATION OF PLANTING APPROVED REVIE'wED BY,
NIA AREAS.
ENGINEERING PLANCHECKER DATE INSPECTOR
BUILT'1
DATE
DATE
~-
--CTI:] CITY OF CARLSBAD ~ 1 PLANNING DEPARTMENT 5
l PRIVATE {ONSITE) RECLAIMED WATER
SYSTEM FOR: LA COST A VILLAGE
-SOP 86-03 (Al
APPRO~ ,;;J'J 7-'ltJ7(:
ASSIST ANT ~LANNING DIRECTOR Ci'A
DATE INITlAL DWN BY: --·
REVISION DESCRIPTION
DATE INITIAL DATE INITIAL CHKD BY;
PROJECT NO. DRAWING NO.
ENGINEER Of WORK SOP 86-03A □rum APPROVAL CITY APPROVAL RVVD BY, DWG 364-JL -
C M.W.D. JOB NO. 96-215
I Q MINIMUM FJ<Of'j F1'03
0 f I t1Pl'Q./E118HTv
-.<-1../._,I ~~~11~~~~~--=-~~1~~~
a:.,' ~,__--t-l----qu1CKCa.JPt..JH2j \IAdY8
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1------~-pR..
-1-----, cCH-.~ PVC Nlf'?L.B
-1---------PREffl I~ M/'INUNE
-:NQTE':~m .. SfrJfk,~~a11%8T~ ---Wr-~Piir1~e. -
QUICK COUPLER VALVE
NO SCALE_
t==-=-=--=--=-------,=======-r=-=--=====c====== __ _,
f::crf 'f> L0 r"AI N UN P (5e8' I f-1P f::D<'E H 5HT l?t¥, W J N. (3 B) --------t-
• t----.----
(9 POTABLE MAINLINE CROSSING
NO SCALE
D POTABLE SERVICE LINE CROSSING
NO SCALE
C TRENCHING & BACKFILL UNDER PAVING
NO SCALE
' I
LA-rBPALUHE' __ 1,2:1~~ :---~n:~s~~~tk~
• -"~~=:: :~----"~~~-"---~T-+-=-.:-----., -·---------------. -· ·-·----······--., -----
(9 STREAM SPRAY HEAD
-
NO SCALE
FJHISH C2jFADE _ ------__ -~-:-
F11TIF1<2:j ---:!:P_'.IE:-JNST,ll.LL 'f'\C~ET El.15 --,. -------------&:l1l-lEY-TIG,H WITH -------,-.,-,,_,H'·'A.,0 "'"o''[ +---·-·--~~ ~ l"'U",_l -----------.,'°ER ___ ----------------------
--------~-----.. l""i..Ji .. .. ··-·· .. ----·-· ---·---··-----·---···~··----
(9 SPRAY HEAD
NO SCALE
APPROVED FOR PLANTING
AND IRRIGATION ONLY,
INCLUDING PRECISE
the cambridge group
ff AS
TITLE
Landscape Ar-chit.ect.ure
Land Plctr"1n1ng
Urban Design
431 a Via Monck:Jva
S.an Diego, CA 92122
~--~61;.:::9] 453-7117
BUILT ff
DATE
ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY LOCATION OF PLANTING REVIEI./ED BY, APPROVED
N/A AREAS.
ENGINEERING PLANCHECKER DATE INSPECTOR DATE
LfrJ CITY OF CARLSBAD CTr] 2 PLANNING DEPARTMENT 5
PRIVATE (ONSITE) RECLAIMED WATER
SYSTEM FOR: LA COST A VILLAGE
SDP 86-03 {Al
APPROVED ~ jJ ~/~-9-f:-r..r,,-,
ASSISTANT PLANNING DIRECTOR dA
DWN BY: PROJECT NO. · DRAWING NO. DATE INITIAL DATE INITIAL DATE INlnAl. CHKD BY: SOP 86-03A ENGINEER Of WORK REVISION DESCRIPTION CITY APPROVAi. RVI./D BY• OWG 364-Jl OTHER APPROVAL
C.M.W.D. JOB NO. 96-215
I ' I
PLANTING SPECIFICATIONS
1. ALL PLANTING MATERIALS AND PROCEDURES SHALL CONFORM TO THE CITY OF
CARLSBAD "LANDSCAPE MANUAL", NOVEMBER 1990.
2. ALL PLANTING AREAS AND SITE SLOPES TO BE WATERED FOR FIFTEEN (15) DAYS
PRIOR TO HERBICIDE APPLICATION. "ROUND-UP'' HERBICIDE TO BE SPRAYED ON
WEEDS ONLY PER MANUFACTURER'S DIRECTIONS. REPEAT APPLICATIONS MAY BE
NECESSARY DEnNDING UPON WEED GROWTH. PLANTING TO COMMENCE TWELVE
(12) DAYS AFTER LAST APPLICATION. HERBICIDE APPLICATOR SHALL BE LICENSED BY
THE STATE OF CALIFORNIA.
3, LANDSCAPE CONTRACTOR SHALL REMOVE ALL EXISTING VEGETATION NOT
DESIGNATED TO REMAIN, TRASH. CLIPPINGS, ROCK AND OTHER DEBRIS FROM ALL
PLANTING AREAS ON THE SITE AND DISPOSE OF IT AT AN APPROVED DISPOSAL AREA.
4. LANDSCAPE CONTRACTOR SHALL RAKE AND FINE GRADE ALL AREAS TD BE PLANTED
PRIOR TO THE COMMENCEMENT OF PLANTING OPERATIONS. LANDSCAPE
CONTRACTOR IS RESPONSIBLE FOR THE FINISH GRADING OF THE SITE_ SITE SHALL BE
RECEIVED AT PLUS OR MINUS ONE ( 1) INCH. LANDSCAPE CONTRACTOR SHALL
COORDINATE WITH THE OWNER/DEVELOPER'S SUPERINTENDENT SO THAT
IMPORTATION OF SOIL IS UNNECESSARY. IF IMPORTATION OF SOIL FOR PLANTING
AREAS IS NECESSARY FOR CONSTRUCTING LANDSCAPE MOUNDS, FINE GRADING
AND/OR REPLACEMENT OF POISONED SOIL. IMPORTED SOIL IS TO BE CLASS 'A'
TOPSOIL. A SAMPLE SHALL BE PRESENTED TO THE LANDSCAPE ARCHITECT FOR
APPROVAL.
5, LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION OF ALL
LANDSCAPE DRAINS NOT INDICATED ON THE GRADING PLANS AND TO SEE THAT ALL
DRAIN PIPE SHALL SLOPE AT A MINIMUM OF ONE (1) PERCENT. THE AREA
IMMEDIATELY SURROUNDING ALL CATCH BASINS SPECIFIED BY THE LANDSCAPE
ARCHITECT SHALL BE SIX (6) INCHES LOWER THAN SURROUNDING GRADE TO
FACILITATE DRAINAGE_ THESE LANDSCAPE DRAINS ARE FOR THE REMOVAL OF
EXCESSIVE IRRIGATION WATER ONLY. A SEPARATE DRAINAGE SYSTEM HAS BEEN
DESIGNED TO HANDLE STORM WATER ACCUMULATION AND ROOF DRAINS.
TO FURTHER FACILITATE DRAINAGE, LANDSCAPE CONTRACTOR SHALL CORE DAILL
CURBS, MINIMUM TWO 12) INCH DIAMETER. WHERE INDICATED ON PLAN. CORE
DRILLED HOLES SHALL BE BACKED WITH A MINIMUM OF ONE 11) CUBIC FOOT OF 3/4"
GRAVEL PROTECTED FROM SILTATION BY LANDSCAPE FABRIC.
6_ THE AUTOMATIC IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL FOR A MINIMUM
OF SEVEN (7) DAYS BEFORE PLANTING OPERATIONS BEGIN.
7. ALL NON-SLOPE PLANTING AREAS SHALL BE THOROUGHLY SCARIFIED TO A DEPTH OF
TWELVE 1121 INCHES (MINIMUM TWO (2) DIRECTIONS) AND TILLED TO A DEPTH OF SIX
16) INCHES (MINIMUM TWO 12) DIRECTIONS) AND SHALL RECEIVE THE FOLLOWING
AMENDMENTS PER 1000 SQUARE FEET:
A) FORTY I4DI BAGS LOAMEX
Bl TWO HUNDRED (200) POUNDS OF GYPSUM
Cl TWENTY·FIVE 1251 POUNDS OF PRO GREEN 4-16-16
ALL SLOPE PLANTING AREAS SHALL RECEIVE SIX 161 POUNDS OF 16-7-12 PLUS IRON
FERTILIZER RAKED INTO THE TOP TWO (21 INCHES OF SOIL.
FOLLOWING THE INCORPORATION OF THE ABOVE AMENDMENTS. RAKE INTO THE TOP
ONE (1) INCH OF SOIL. THREE (3) POUNDS OF 'TERRA-SORB' PER 1000 SQUARE FEET.
8 ALL PLANTING AREAS SHALL BE THOROUGHLY WATERED IN A MANNER THAT WILL
PASS A MINIMUM OF TWl;LVE (12) INCHES OF WATER THROUGH THE SURFACE SOIL
ZONE. THIS PROCEDURE IS CALLED LEACHING AND ONLY WHEN COMPLETED AND
SOLUBLE SAL TS ARE ADEOUATEL Y LOW SHALL THE ABOVE SPECIFIED FERTILIZER BE
INCORPORATED INTO PLANTING AREAS.
9. PRIOR TO PLANTING, CONTRACTOR SHALL CONTACT OWNER/DEVELOPER'S
AUTHORIZED REPRESENTATIVE AND THE CITY OF CARLSBAD PLAN CHECK
CONSULTANT TO APPROVE ALL PLANT MATERIAL AND ITS INTENDED LOCATION ON
SITE.
1 0. FOR EACH CUBIC YARD OF BACK FILL CONSISTING OF 60% LEACHED ON-SITE SOIL
AND 40% NITROGEN STABILIZED WOOD SHAVINGS. THE FOLLOWING AMENDMENTS
SHALL BE INCORPORATED:
A) ONE POUND OF AGRIFORM SLOW RELEASE FERTILIZER 12-12-12
Bl TWO POUNDS OF IRON SULFATE
Cl ONE POUND OF SOIL SULPHUR
-t\ -_\)
~tf?f~-,·-· ~
UI:?~--,---f'lJl,HT lN'.6;.. e€E BFEQFO,.TQH5
'l:)ACKF!l.L:--fiGE_e.Pl3:IF1CAT10H5
NJAfr---WATERJ361TLED 19C:KA LL
~!O::UE>LE .!STAKE AU..15 ~~-'?~ ~ .. .,..J 0<1if ~ TR6E'6-UHL.835
----.---1-~~---. ~1r~~~~~~8s.
: TREE PLANTING -SLOPE
NO SCALE (9
NOTE:
11 .
12.
13.
14,
15.
16,
17.
18.
19.
20.
21.
THE ABOVE SOIL AMENDMENTS AND THOSE SPECIFIED IN ITEM SEVEN (71 ARE FOR
BIDDING PURPOSES ONLY, CONTRACTOR SHALL HAVE REPRESENTATIVE SOIL TESTS
MADE AT A CERTIFIED SOIL TESTING LABORATORY, APPROVED BY THE CITY
INSPECTOR, TO DETERMINE THE APPROPRIATE AMENDMENTS TO BE ADDED . PROVIDE
SOIL TEST TO CITY INSPECTOR AND COPY TO LANDSCAPE ARCHITECT FOR APPROVAL
OF RECOMMENDATIONS PRIOR TO THE ADDITION OF AMENDMENTS.
DI PLANTING TABLETS 20-10-5
1-5 GRAM TABLET PER FLAT SIZE PLANT
2-21 GRAM TABLETS PER 1 GALLON CONTAINER
2 21 GRAM TABLETS PER 5 GALLON CONTAINER
4-21 GRAM TABLETS PER 15 GALLON CONTAINER
1-21 GRAM TABLET PER 4" OF BOX SIZE
E) 'TERRA-SORB'
1 TBS PER FOOT OF TREE HEIGHT
1 TSP PER GALLON SIZE OF SHRUB CONTAINER
ALL PLANTING AREAS SHALL BE THOROUGHLY WATERED IMMEDIATEl Y AFTER
PLANTING.
ALL TREES SHALL BE PLANTED A MINIMUM OF THREE 13) FEET OUTSIDE THE PUBLIC
RIGHT-Of-WAY AND UNDER THE FOLLOWING CONDITIONS.
A) 5'-0" AWAY FROM FIRE HYDRANTS
Bl 5'-0" AWAY FROM DRIVES. WALKWAYS. AND ALL OTHER HARDSCAPE
Cl 10'-0" AWAY FROM STREET LIGHT
D) 5'-0" AWAY FROM UNDERGROUND STRUCTURES
El 8'-0" AWAY FROM ELECTRICAL TRANSFORMERS
fl 7'-0" AWAY FROM SEWER LINES
SHOULD IT BE NECESSARY TO PLANT WITHIN 1 O'·O" OF HARDSCAPF., A ROOT BARRIER
'BIO-BARRIER', SHALl Bi; UTILIZED.
PLANT PITS SHALL BE SQUARE AND TWICE THE DIAMETER OF THE PLANT CONTAINER
ANO AT LEAST TWELVE ( 12) INCHES BELOW THE BOTTOM OF THE CONTAINER_ IN ALL
PLANTING AREAS EXCEEDING A SLOPE OF 3: 1. WATERING BASINS SHALL BE ENLARGED
TO THREE TIMES THE DIAMETER OF THE PLANT CONTAINER.
ALL PLANTING AREAS, LESS STEEP THAN 3:1, SHALL BE COVERED BY A MINIMUM
THREE I3I INCH LAYER Of ORGANIC MULCH. ADDITIONALLY, JUTE MATTING SHALL
COVER ALL AREAS EXCEEDING A SLOPE OF 3:1. A SAMPLE Of MULCH TO BE USED.
MINIMUM ONE 11) CUBIC YARD, SHALL BE DELIVERED ON-SITE FOR INSPECTION BY
CITY INSPECTOR AND LANDSCAPE ARCHITECT PRIOR TO BULK DELIVERY TO SITE.
WHERE POSSIBLE. PLANTS SHALL NOT BE PLACED WITHIN TWO 121 FEET OF
IRRIGATION HEADS.
ALL TREES SHALL BE DOUBLED STAKED AS PER DETAIL.
PLANT COUNTS ARE FOR THE CONVENIENCE OF LANDSCAPE CONTRACTOR ONLY.
LANDSCAPE CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL NECESSARY PLANT
MATERIAL TO FULFILL THE DESIGN INTENT OF THESE DRAWINGS.
LANDSCAPE CONTRACTOR SHALL MAINTAIN ALL PLANTINGS FOR A PERIOD OF NINETY
(901 DAYS. GUARANTEE ALL SHRUBS FOR NINETY 1901 DAYS, ANO ALL TREES FOR ONE
( 1) YEAR. GUARANTEE PERIOD FOR ALL TREES AND SHRUBS SHALL COMMENCE UPON
WRITTEN APPROVAL OF THE OWNER/DEVELOPER'S AUTHORIZED REPRESENTATIVE AT
THE ENO OF THE MAINTENANCE PERIOD OR EXTENSION THEREOF.
LANDSCAPE CONTRACTOR SHALL LEAVE SITE IN A CLEAN CONDITION ON A DAILY
BASIS, REMOVING ALL UNUSED MATERIALS, TRASH AND TOOLS.
LANDSCAPE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY REPAIRS MADE
NECESSARY THROUGH THE ACTIONS OR NEGLIGENCE OF HIS CREW,
UPON COMPLETION OF ALL WORK OUTLINED IN THESE PLANS, THE LANDSCAPE
CONTRACTOR SHALL CONTACT THE OWNER/DEVELOPER'S AUTHORIZED
REPRESENTATIVE AND CITY PLAN CHECK CONSULTANT TO ARRANGE FOR A WALK-
THROUGH 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 LIKE MANNER AND MUST BE
ACCEPTED BY THE OWNER/DEVElOPER IN WRITING PRIOR TO THE COMMENCEMENT OF
HIE MAINTENANCE PERIOD.
.---_1;~&-o~8~---~-
_Qf_l-l£F<, Wle£_~1Affi . _
,____--FCDr r:>~ E' ~ --
--rl'CKALL.,-:'.JE'E'.]:if'EOAC>",TIOri'S
ra----Cf'l_N-fT 1N')b-'3EE _ '3PS::t FCATKJN'5
M----.l-JA1EFt':eft[.l;f.)~lL
---···----···-------
22.
23_
THE MAINTENANCE PERIOD SHALL INCLUDE AS A MINIMUM THE FOLLOWING SCOPE OF
WORK:
Al DAILY WATERING OF ALL PLANT MATERIAL
Bl WEEDING AND Rf.MOVAL OF ANY WEEDS FROM PLANTING AREAS.
Cl REPLACEMENT OF ANY DEAD OR DYING OR DAMAGED TREES AND/OR SHRUBS.
DI FILLING AND REPLANTING OF ANY LOW AREAS WHICH MAY CAUSE STANDING
WATER_
El ADJUSTING OF IRRIGATION HEAD WATERING PATTERNS.
Fl FILLING AND RECOMPACTION OF ERODED AREAS.
GI WEEKLY MOWING OF ALL TURF AREAS AND REMOVAL OF ALL CLIPPINGS.
HI WEEKLY REMOVAL 0~ ALL TRASH. LITTER. CLIPPINGS. AND ALL OTHER
FOREIGN DEBRIS AT AN APPROVED DISPOSAL SITE.
I) AT THIRTY 1301, SIXTY 1601 AND NINETY (901 DAYS AFTER THE START OF
MAINTENANCE ON PLANTING, 16-6-8 FERTILIZER SHALL BE APPLIED AT THE
RATE OF SIX 16) POUNDS PER 1000 SOUARE FEET. FERTILIZER AND RATE OF
APPLICATION TO BE DETERMINED BY REPRESENTATIVE SOIL TESTS. TEST
RESULTS TO BE PROVIDED TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR
TO APPLICATION. ADDITIONAL ORGANIC MULCH SHALL Bl; APPLIED TO
MAINTAIN AS A MINIMUM. THREE 131 INCHES OF COVER IN ALL AREAS
SPECIFIED.
PRIOR TO THE END OF THE MAINTENANCE PERIOD, LANDSCAPE CONTRACTOR SHALL
CONTACT THE OWNER/DEVELOPER'S AUTHORIZED REPRESENTATIVE TO ARRANGE FOR
A FINAL WALK-THROUGH. OWNER/DEVELOPER MUST ACCEPT ALL MAINTAINED AREAS
IN WRITING PRIOR TO THE END OF THE MAINTENANCE PERIOD. MAINTENANCE PERIOD
MAY BE EXTENDED IF ANY OR ALL ASPECTS OF THE SCOPE OF WORK ARE FOUND
DEFICIENT AT THE END OF THE NINETY 190) DAYS. FINAL WRITTEN APPROVAL SHALL
BE THE START DATE FOR ALL GUARANTEES.
CIIY PE CARI Sl!.AQR.EOUIRED INSPECTIONS·
CONTRACTOR SHAI I NOTIFY CITY OFJ:Afl.LSBAD Pt AN
CH.ECK CONSUi TANT FORTY•EIGHT 1461 HOIIBSJ'EJOfl
lJl.J:DMMEtlCJ/'ili.lNPfltL.IE I FPHO NF 436-1 1 6 1 EX I 4 22 1
1. TREE PLACEMENT PRIOR TO DIGGING PLANT PITS,
2. INSTALLATION OF ROOT BARRIER PRIOR TO BACK FILLING PLANT PITS.
3 UPON COMPLETION OF LANDSCAPE WORK AND PRIOR TO THE START
OF MAINTENANCE PERIOD
4. UPON COMPLETION OF LANDSCAPE MAINTENANCE AND PRIOR TO
FINAL ACCEPTANCE.
EQ.JAL--
I•··
\
• . I 'tr:'
lb~~~=-:::::=--=::..:::_=~-
~---· -Nm BLO"TTEDG?fr'iTS• pIPE -01ze ~I
0
(9 BREATHER. TUBES
NO SCALE
=im:::J2i::...rm:tt.~~~
@FF:0.IEW I CJ' ·11-P;]:Jt'tE -HJL.L,~~____i;iffil-
PALM TREE_-PL-ANTING
NO SCALE
~fl;,~ L~i<:> ____ _
I7:1b)<j':'l1-:B-Zc? _ .. ____ .....
the Cambridge group
Lar,dscape Architecture
Land P!Qnn,ng
Urban Oes1gn
431 0 Via Moncklva
San Diego, CA 92122
[619] 453-7117
TEM~~Jl&r I
::½4=-e,.;,cJ(.fll.L..:. 66E: 6F'Et:IPJCATOH5
<Hf----fJ.8HT ~e e€B ef'B::lf'O'-l70N5
l.JATER-'eE:TrLEO l:Y'Cl<.AU..··· -_ ~
~ t:,ke,iN .
$E. ePB:'J -;n-::M'o
(9 SHRUB PL
NO SCALE·
F->/>CJl'..f1U..-5EE 5PECIFIC,C,..TOH$
~-,_-,-c, _ f'Lt",tfT ~c e€B ef'5CIPCA170N5
--\.JATER 'e£1TLED f.YC.i<F!U...
. .. -
ANTING -SLOPE
---
ENGINEER'S SiGNAnJRE REQUIRED ON PAGE 1 ONLY
APPROVED N/A
ENGINEERING PLANCHECl<ER DATE
APPROVED FOR PLANTING
0 AS BUILT"
AND IRRIGATION ONLY,
INCLUDING PRECISE TlTLE DATE
LOCATION OF PLANTING REVIEVED BY,
AREAS.
INSPECTOR DATE
[iTI CITY OF CARLSBAD ITrJ 3 PLANNING DEPARTMENT 5
PLANTING DETAILS & SPECIFICATIONS FOR:
LA COSTA VILLAGE
SOP 86-03 (Al
APPROVED~$ ty'...,eJ-fy
ASSISTANT PLANNING DIRECTOR DATE
TREE PLANTING (9 SHRUB PLANTING D1/Af BY: PROJECT NO. DRAWING NO. 0,1,lE INlll,1,1. 0,1,lE INlll,l,I. D"lE INlll,1,1. CHl<D BY:
NO SCALE NO SCALE ENGINEER OF WORK REVISION DESCRIPTION OTHER N'PRIJV AL CITY N'PROY ,I.I. RVVD BY• SOP 86-03A DWG 364-3L
C.M.W.D. JOB NO. 96-2 15
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POT LEGEND, ETC.
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'A/B/C' POTS, TRASH RECEPTACLE & ASH URN SHALL BE: 'DURA ART STONE' !SEE
SPECIFICATIONS)_
A -36"X22"
B -24"X22"
C -24"Xl 2"
A -1
A-2
B -1
C -1
15 GAL.
1 GAL.
15 GAL_
1 GAL.
15 GAL.
1 GAL.
1 GAL.
I 1) ARECASTRUM ROMANZOFFIANUM
18) AGAPANTHUS AFRICANUS
'PETER PAN'
Ill RHAPHIOLEPIS 'JACK EVANS'
(8) AGAPANTHUS AFRICANUS
'PETER PAN'
I 1) PHORMIUM TENAX
18) BEGONIA 'SCARLET RED'
112) BEGONIA 'SCARLET RED'
NOTE: ALL POTS TO CONTAIN HEDRA HELIX 'NEEDLE POINT', AS WELL AS 3" OF
SHREDDED FIR OR REDWOOD BARK MULCH. ENSURE ALL POTS HAVE A
DRAINAGE HOLE IN BOTTOM.
PLANTING BACKFILL SHALL BE A THOROUGHLY BLENDED MIXTURE OF SOIL
AMENDMENTS AT THE FOLLOWING MIXTURE:
WASHED PLASTER SANO
FERTILIZER 24-24-8
IRON SULFATE
SCREENED COMPOSTED
STEER MANURE
LOAMEX
PEAT
50%
2 LBS. PER CU YD_
1 3 OZ. PER CU. YD.
10%
25%
75%
PLANT LIST
,,S-"YM=BO=L~_=BOJA_NICAL NAME
TREES:
COMMON NAME
ARE ROM
CIN CAM
PIN CAR
PIN TOR
POD GRA
POP NIG
SCH MOL
TRI CON
WAS ROB
SHRUBS:
ACA RED
AGA AFR
LIG JAP
PHO TEN
PHO ROE
PIT TOB
PIT TOB
RHA IND
STR REG
TRA JAS
TUL VIO
VINES:
BOU BRA
DIS BUC
FIC PUM
ARECASTRUM ROMANZOFFIANUM
CINNAMOMUM CAMPHORA
PINUS CANARIENSIS
PINUS TORREYANA
PODOCARPUS GRACILIOR
POPULUS NIGRA 'ITALICA'
SCHINUS MOLLE
TRISTANIA CONFERTA
WASHINGTONIA ROSUSTA
QUEEN PALM
CAMPHOR TREE
CANARY ISLAND PINE
TORREY PINE
FERN PINE
LOMBARDY POPLAR
CALIFORNIA PEPPER
BRISSANE BOX
MEXICAN FAN PALM
ACACIA REDOLENS PROSTRATE ACACIA
AGAPANTHUS AFRICANUS LILY OF THE NILE
LIGUSTRUM J. 'TEXANUM' TEXAS PRIVET
PHORMIUM T-'ATROPURPUREUM' NEW ZEALAND FLAX
PHOENIX ROEBELENII PIGMY DA TE PALM
PITTOSPORUM TOBIRA TOBIRA
PITTOSPDRUM TOBIRA 'WHEELERII' DWARF TOBIRA
RHAPHIOLEPIS INDICA 'PINK LADY' INDIA HAWTHORN
STRELITZIA REGINAE BIRD OF PARADISE
TRACHELOSPERMUM JASMINOIDES STAR JASMINE
TULBAGHIA VIOLACEA SOCIETY GARLIC
BOUGAINVILLEA B.'SAN DIEGO RED' BOUGAINVILLEA
OISTICTIS BUCCINATORIA BLOOD RED TRUMPET VINE
FICUS PUMILA CREEPING FIG
GROUND COVER:
NAT. MULTI
BLUE
HEDGE
MULTI
G.C.
k !
KEY MAP
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/
,.__ ____ /_,_,~-~ ~~-
-__ 4-I CIN'. CAM,
,,5:;,11~
COPPER SULFATE
ZINC SULFATE
MANGANESE SULFATE
2.5 OZ. PER CU-YO.
.9 oz_ PER cu. YD.
.8 OZ. PER CU. YO.
A HEDERA HELIX 'HAHNII', HAHN'S IVY FROM ROOTED CUTTINGS
12" 0 C TRIANGULAR SPACING_
d 5 ~ A~"'-!
. ------···--I C::N.-8U/e
/
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GROUND COVER NOT SHOWN UNDER SHRUBS FOR CLARITY
All AREAS TO RECEIVE GROUND COVER SPECIFIED.
0
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~-(b-'tl,
f /E--:;X/',N'Uf.-f I
B
C
D
E
F
TURF
MYOPORUM P, 'PUTAH CREEK'· MYOPORUM FROM ROOTED CUTTINGS
18" O.C. TRIANGULAR SPACING .
OPHIOPOGON JAPONICUS -MONDO GRASS 1 GAL. 12" O.C. TRIANGULAR
SPACING.
ACACIA REDOLENS -PROSTRATE ACACIA 1 GAL_ 10' 0.C. TRIANGULAR
SPACING WITH DELOSPERMA ALBA -TRAILING WHITE ICEPLANT FROM ROOTED
CUTTINGS 12" 0.C. TRIANGULAR SPACING.
MYOPORUM 'PACIFICUM' -MYOPORUM FROM ROOTED CUTTINGS 18" 0.C.
TRIANGULAR SPACING .
INORGANIC MULCH -4" DEEP 3" MINUS SURGE (RIVER ROCK 1 1/2"-3"
DIAMETER) OVER WEED CONTROL LANDSCAPE FABRIC_
FESTUCA ARUNDINACEA 'MARATHON 11' -HYBRID TALL FESCUE FROM SOD.
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~-··-..........
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FUTURE
DEVELOPMENT
1 ~7 ;;::;;e"v~
~,1k I /o/M
ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY
APPROVED N/A
ENGINEERING PLANCHECKER DA1E
the cambridge group
o·
APPROVED FOR PLANTING
AND IRRIGATION ONLY,
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS.
10' 20' 40'
SCAlE: 1" = 20'-0"
Lar"tascape Architec;:tl.Jre
Land Planning
Urban Design
4310 Vio MoncJc,,,o
Ssn Dego, CA 92122
{619 453-7117
BUIL T 0
TITLE ________ _ DATE
REVIE\./ED B't'1
INSPECTOR DATE
~ CITY OF CARLSBAD ~ 1-----f---+-----------------+----+----f----+----1 L__!!J PLANNING DEPARTMENT ~ ::==='..'================--=====:
DATE INITIAL
f:NGlNEER OF WORK REVISION DESCRIPTION
DATE INITIAL INITIAL
□THER APPR□VAL aTY APPROVAL
\.
LANDSCAPE PLANS FOR:
LA COSTA VILLAGE
SDP 86-03 (Al
APPROVED~v/:( J . --~..-;,<-J,.,'/"-'--R_Y ____ _____,9-/t:',P,f'
ASSISTAN LANNING DIRECTOR DATT.:
DWN BY: __ _
CHKD BY: -----
RV\./D B't'1
PROJECT NO.
SDP 86·03A
C.M.W.D. JOB NO. 96--215
DRAWING NO,
DWG 364-ll
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ALL AREAS TO RECEIVE GROUND COVER SPECIFIED.
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ENGINEER'S SIGHA l\Jll£ R[QIJIRED ON PAGE 1 ONLY
APPROVED N/A
ENGINEERING PLANCHECKER DATE
OATE INlll,O.L
ENQNEER Of WORK REVISION DESCRIPTION
o·
the cambridge group
10' 20'
SCALE: 1"=20'-0"
L.andsca~ Arr::hitecwre
Land Planning
Urt::.,.;tn Oe&fgn
431 a v., l.l<nxM!
S... Deep, CA 92122
[619] 453--7117
APPROVED FOR PLANTING-,, AS BUIL TQ
AND IRRIGATION ONLY,
INCLUDING PRECISE TITLE DATE
LOCATION OF PLANTING REVIE\IED BY•
AREAS.
INSPECTOR DATE
L!rJ CITY OF CARLSBAD ~ 5 PLANNING DEPARTMENT 5
LANDSCAPE PLANS FOR:
LA COSTA VILLAGE
SDP 86-03 {A) . -
APPROVE¼::,;; #j Ill V~ ,.tJ 7-rtJ-fR
ASSIST ANl PLANNING DIRECmR DATE
F I DRAWING NO. DWN BY:
I
PROJECT NO. DATE INITIAL D,o. TE INITIAL CHKD BY: $DP 86-03A RV\ID BY• DWG 384-3L □TH£!!: APPROV ill.. CITY APf'ROVAL
C.M.W.D. JOB NO. 86-215