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CITY OF OCEANSIDE
KEY MAP
PROJECT
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El Fuerte St reet
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LOCATION MAP
DIAL TOLL FREE
1-800-422-4133
AT LEAST MO DAYS
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UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
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6269 EL FUERTE STREET
92009 CARLSBAD CA,
DRAWING INDEX:
SHEET TITLE SHEET NUMBER
HARDSCAPE LEGEND AND PLANS SHEET2-4
HORIZONTAL CONTROL PLANS SHEET 5-6
PAVEMENT JOINT PLANS SHEET7-8
GRADING PLANS SHEET 9-10
PAVEMENT UNDERDRAIN PLANS SHEET 11-12
PLANTING LEGEND AND PLANS SHEET 13-14
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CONSTRUCTION DETAILS SHEET 15-16
PLANTING DETAILS SHEET17
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El Fuert ··· · e Street
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I am familiar with the requirements for landscape and irrigation plans
contained in the City of Carlsbad's Water Efficient Landscape
Regulations. I understand that construction drawings are to be prepared
in compliance with those regulations and the Landscape Manual. I certify
the pla have n prepared implementing those regulations to provide
efficie usP.Al'lw.oft,
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IRRIGATION LEGEND AND NOTES SHEET18
IRRIGATION PLAN SHEET 19-20
IRRIGATION DETAILS SHEET 21-22
A SEPARATE CITY REVIEW AND APPROVAL IS REQUIRED FOR ANY PORTIONS OF THESE PLANS REQUIRING A
BUILDING PERMIT. CITY APPROVAL IF THESE PLANS IS FOR LANDSCAPE PLANTING AND IRRIGATION ONLY.
DECLARATION OF RESPONSIBLE CHARGE:
I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I
HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN
SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS
CONSISTENT WITH CURRENT STANDARDS .
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE
CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED
TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF
MY RESPONSIBILITIES FOR PROJECT DESIGN.
WATER EF'F'lCIENT LANDSCAPE DECLARATION:
I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF
CARLSBAD'S LANDSCAPE MANUAL & WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN
COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE
REGULATIONS TO PROVIDE EFFICIENT USE OF WATER.
BACKFLOW PREVENTER TESTING:
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:
HTTP://WWW.CARLSBADCAGOV/SERVICES/DEPARTMENTSIWATER/DOCUMENTS/RECYCLEDWATERBACKFLOWTESTERLIST.PDF
FOR RECYCLED OR
HTTP:1/WWW.CARLSBADCA.GOV/SERVICES/DEPARTMENTS/WATER/DOCUMENTS/WATERBACKFLOWTESTERLIST.PDF FOR
POTABLE OR CALL (760) 438-2722.
[NSPECTION PROCEDURES:
INSPECTION PROCEDURES: INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF
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 "CERTIFICATION OF COMPLETION" FORM. A
REQUEST FORA FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST
LINE.
"CERTIFICATION OF COMPLETION" FORM FAX TO: (760) 944-8943.
LANDSCAPE INSPECTION REQUEST PHONE LINE: (760) 602-4602.
PRlOI~ TO BEGINNING LANDSCAPE WOHK:
THE CONTRACTOR SHALL CONTACT THE DESIGNER OF WORK PRIOR TO BEGINNING LANDSCAPE WORK AND THE
DESIGNER OF WORK SHALL REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY
SCREEN ALL UTILITIES FROM VIEW AND PROTECT ALL UTILITIES (ABOVE & BELOW GRADE) FROM INVASIVE PLANT GROWTH
AND ROOTS.
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APPROVED FOR
/RR/GA TION AA/O PLANTING
OAIL Y, IAICLUOIA/G PRECISE
LOCA TIOAI OF PLAN TIA/G
AREA.
"AS BUILT"
RCE EXP. DATE
REVIEWED BY:
L-000 INSPECTOR DATE
I SH~ET I Cl'I'Y OF' C1\F(LSB1\D CTu '· PLANNING DIVISION 2
LANDSCAP": lMl'lWV~ME:N'I' l'L,ANS 1,'Ql/:
1:::i AC IF'IC f<IDGE: SCJ---1001,
It\ 1ST CITY REVIEW '1/ v,> Pc -,; 2-7-2014 Landscape Title Sheet ~ ~uVR,,
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\\ ~ L.ll.o'r.,lllllA:lflE(R"'E · s,'._ llAIE '<(-OWN BY: ~ ,---~ PROJECT NO. DRAWING NO. 11s1,r..w..,,.,.1<ntl DATE INITIAL DATE INITIAL DATE INITIAL i"'U.._p,CA lllOI I: OF ci\\.\~\J CHKD BY: CUP-06-11 (B) 445-2Q ~U:tl\/J-1RJ REVISION DESCRIPTION '--e: -DESIGNER OF WORK OTHER APPROVAL CITY APPROVAL RVWDBY: ~A~tm ... llU Exp1ration Date: 5:.31:2015....
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CONSTRUCTION NOTES
1. CONTRACTOR SHALL VISIT SITE AND VERIFY ALL FIELD CONDITIONS PRIOR TO BEGINNING CONSTRUCTION.
2. CONTRACTOR SHALL VERIFY WITH SURVEY ALL REQUIRED DEPTH, SLOPES, AND CLEARANCES.
3. SEE ENGINEERING PLANS FOR PAVING, SITE DRAINAGE AND GRADING, FINISH GRADING, AND SITE UTILITY
LAYOUT.
4. SEE ELECTRICAL PLANS FOR SLEEVE AND LIGHT POLE LOCATIONS PRIOR TO CONSTRUCTION.
5. SEE ARCHITECTURAL PLANS FOR BUILDING LAYOUT AND CONSTRUCTION.
6. ALL EXISTING IRRIGATION LATERALS, HEADS, AND MAINLINES DISTURBED WITHIN CONSTRUCTION LIMIT LINES
SHALL BE BE ADJUSTED TO NEW CONSTRUCTION. AFFECTED IRRIGATION ZONES SHALL BE SHUT OFF WITHIN
AREAS OF DISTURBANCE. ALL CONSTRUCTION WITHIN THESE AREAS SHALL BE COMPLETED IN A TIMELY
FASHION TO PREVENT EXISTING VEGETATION FROM STRESS, WILT OR DYING. CONTRACTOR SHALL HAND
WATER AS REQUIRED TO MAINTAIN HEALTH OF PLANT MATERIAL.
7. SEE IRRIGATION PLANS FOR SLEEVE LOCATIONS PRIOR TO CONSTRUCTION.
8. CONTRACTOR SHALL REVIEW PLANS AND DETAILS TO ASCERTAIN LOCATIONS NECESSARY TO PROVIDE
ELECTRICAL CONNECTIONS TO POWER IRRIGATION, LIGHTING, ETC.
9. LAYOUT POINTS OF ALL RADII SHALL BE CONNECTED BY SMOOTH EVEN LINES TO CREATE THE CURVED
CONFIGURATION AS SHOWN ON PLANS.
10. ALL CONCRETE PAVING SHALL HAVE FINISHED GRADES SMOOTHED TO ELIMINATE PUDDLING OR STANDING
WATER. ALL FINISH SURFACES SHALL MAINTAIN UNLESS NOTED A MINIMUM 1% SLOPE AWAY FROM BUILDINGS
AND WALLS INTO DRAINAGE STRUCTURES. CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY
CONFLICTS MAINTAINING DRAINAGE.
11. NO DEVIATIONS FROM THESE PLANS SHALL OCCUR WITHOUT PRIOR APPROVAL OF PROJECT LANDSCAPE
ARCHITECT OR OWNER'S REPRESENTATIVE.
12. EXPANSION JOINTS SHALL BE AS LOCATED ON THE PLANS AND WHERE CONCRETE MEETS EXISTING WALLS,
STRUCTURES, BUILDINGS, OR OTHER HARD SURFACES. EXPANSION JOINTS SHALL BE SEALED TO PREVENT
MOISTURE SEEPAGE AFTER CURING. EXPANSION OR HIDDEN EXPANSION JOINTS ON WALKS TO BE A MAXIMUM
OF 30'-0" ON CENTER.
13. ANY PROPOSED WORK THAT IS INCONSISTENT WITH COMMON, SAFE CONSTRUCTION PRACTICES SHALL BE
BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO COMMENCING WITH
CONSTRUCTION.
14. CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY CLEANUP OF THE SITE AND PROVIDE ADEQUATE SAFETY
MEASURES DURING CONSTRUCTION ON A 24 HOUR BASIS.
15. ALL HARDWARE SUCH AS NAILS, BOLTS, FASTENERS ETC. SHALL BE HOT DIPPED GALVANIZED.
16. THE CONTRACTOR SHALL PROVIDE ALL CONSTRUCTION STAKING AND RE-STAKING REQUIRED TO COMPLETE
THE PROJECT.
17. CONTRACTOR SHALL CONTACT OWNER'S REPRESENTATIVE TO VERIFY STAKING OF LAYOUT PRIOR TO
INSTALLATION.
18. ALL VERTICAL SURFACES, UNLESS NOTED OTHERWISE, SHALL RECEIVE A COAT OF GRAFFITI RESISTANT
COATING PER SPECIFICATIONS.
19. DIMENSIONS INDICATED ON PLANS SHALL PREVAIL OVER PLAN SCALE. DIMENSIONS ARE TO FACES OF, AND
PERPENDICULAR TO FACE OF BUILDING WALLS UNLESS SHOWN OTHERWISE. ALL ANGLES AND CONNECTIONS
ARE (90) DEGREES UNLESS NOTED OTHERWISE.
20. CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL OF 20-FOOT SECTION OF
VEGETATED SWALE PRIOR TO CONTINUING WITH CONSTRUCTION AND/OR PLANTING OF THOSE ELEMENTS. SEE
ALSO DETAILS.
21. ANY ABRUPT LEVEL CHANGES WILL BE LESS THAN 1/2" ALONG ANY ACCESSIBLE ROUTE OF TRAVEL WHEN
CHANGES DO OCCUR, THEY SHALL BE BEVELED WITH A SLOPE OF LESS THAN 1 :2. LEVEL CHANGES OF LESS
THAN 1/4" MAY BE VERTICAL.
PAVING LEGEND NORTH PARKING LOT
SYMBOL
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10000[
10000[
10000[
ID □□□[
DESCRIPTION
TYPE 1:
CONCRETE, NO COLOR
SEE DETAIL 1/L-501
TYPE 2:
CONCRETE-MATCH EXISTING
SEE DETAIL 1/L-501
TYPE 3:
POROUS CONCRETE-PEDESTRIAN
SEE DETAIL 2/L-501
TYPE4:
PRECAST CONCRETE UNIT PAVERS-
PERMEABLE ; SEE DETAIL 5/L-501
TYPE 5:
POROUS CONCRETE-VEHICULAR (SEE CIVIL)
TYPE 6:
INTERIM VEHICULAR PAVEMENT-PERMEABLE
(SEE CIVIL)
TYPE 7:
GRASSPAVE2
SEE DETAIL 6/L-501
HARDSCAPE LEGEND
SYMBOL
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DESCRIPTION
12' LIGHT TO MATCH EXISTING
TREE GRATE
(3) Model Number: SLC Style 60" Square, Finish:
Standard Iron, by Southbay Foundry
(1) Model Number: SLC Style 48" Square, Finish:
Standard Iron, by Southbay Foundry
SEE DETAIL 1-3/L-501
FLOW THROUGH PLANTER
SEE CIVIL
CONCRETE SEAT WALL
DETAIL: 14/L-502
MOWCURB-6"
DETAIL: 9/L-501
ADA Ramp
SDRSD G-27
EXPANSION JOINT; SEE DETAIL 8/L-501
SAWCUT JOINT; SEE DETAIL 7/L-501
DETECTABLE WARNING PAVERS
COLOR: CHARCOAL
AVAILABLE THROUGH: TILE TECH PAVERS
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HANDRAILS ~~~i' J'·o··m· :
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ONLY, IAICLUO/(\/G PRECISE
LOCA T!OAI OF PLAN T/(\/G
AREA.
"AS BUILT"
RCE EXP. DATE
REVIEWED BY:
INSPECTOR DATE
CTr] Cl'I'Y Ol1' Ci-\f{LSBAU
PLANNING DIVISION
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L-102
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APPRO VEO fOR
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AREA.
"AS BUILT"
RCE EXP. DATE
REVIEWED BY:
INSPECTOR DATE
crrY Oli' C i-\11LS E3 i-\D ~ PLANNING DIVISION 2
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◄TH CITY BUILDING DEPARTMENT SUBMITTAL, APRIL 11, 2014
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REVIEWED BY:
DATE
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PROJECT NO. )
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4TH CITY BUILDING DEPART MITTAL,APRIL 11, 2014 MENT SUB
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LOC'A TION OF PLAN TI/\IG
AF~EA.
"AS BUILT"
RCE __ _ EXP ____ _ DATE
REVIEWED BY:
INSPECTOR DATE
CITY 011' Ci-\l{LSBi-\U
PLANNING DIVISION
LANDSCAPE: IMPIWVE:ME:N'l' l'LANS 1•'01<:
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4TH CITY BUILDING DEPARTMENT SUBMITTAL, APRIL 11, 2014
PROJECT NO. DRAWING NO .
CUP-06-11(B) 445-2Q
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2-7-2014
DATE INITIAL
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"AS BUILT"
RCE EXP . DATE
REVIEWED BY:
L-211 INSPECTOR DATE
I SH~ET I ~ CITY 01" CAF?LSBJ\D
PLANNING DIVISION 2
LANllSCAl'e: IMl'lWVli:Me:N'l' l'LANS F'O Ii:
PACIF'IC f{IDCE SCI-IOOL,
Pavement Joints Enlargements
I APPROVED: rt'~ I lr-~\\..o:tt: i:;,t,1--\
PLANNING
OWN BY: PROJECT NO. DRAWING NO.
CHKD BY: CUP-06-11(8) 445-2Q RVWDBY:
=~
~,= .. -------------------------------------------------------------------------------------------------------------------------------------------------------------· 4TH CITY BUILDING DEPARTMENT SUBMITTAL, APRIL 11, 201•
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DATE INITIAL SCALE: 1" -20'
DESIGNER OF WORK uu ... ..,n.,
l 1 ST CITY REVIEW 2-7-2014
DATE INITIAL DATE INITIAL
REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
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LOCATION OF PLAN TIAIG
AREA.
"AS BUILT"
RCE_. EXP, __ _ DATE
REVIEWED BY:
L-301 INSPECTOR DATE
fsHrnl CITY OF' CAf{LSBAD L__!_j . . PLANNING DIVISION
LANlJSCAPE !Ml'lWVE:i, "'. .... ' ·, 'El s C fl O O I '"l"'NT PLANS [,'Ql'I: 'L
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I APPROVED: 11~::J<. \ 8:C-E::11~.+t __
P::;LA~N~N;;;:IN~G-----
PROJECT NO. g~:Ds;v, CUP-06-11 (B) RVWDBY:
DRAWING NO.
445-2Q
4TH CITY BUILDING DEPARTMENT SUBMITTAL, APRIL 11, 2014
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APPROVED FOR
/RR/GA TIOA/ AAID PLAAITING
OAIL Y, INCLUDING PRECISE
LOCATION OF PLAAITIAIG
AREA.
"AS BUILT"
RCE __ _ EXP. ___ _ DATE
REVIEWED BY:
INSPECTOR DATE
fSHEETj Clil'Y 011' CAl(LSBAD ~
L!!_j~ ___ P_~_NN_I_NG_D_IV_IS_IO_N ___ ~~
LANIJSCAI',: IMPIWV~M1:N'l' l'LANS 11'0li:
P ACIF'IC T{IDC E: SCfIOOL,
OWNBY: PROJECT NO. DRAWING NO.
CHKD BY: CUP-06-11 (B) 445-2Q RVWDBY:
4TH CITY BUILDING DEPARTMENT SUBMITTAL,APRIL 11, 2014
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DATE INITIAL
FWORK DESIGNERO REVISION DESCRIPTION
DATE INITIAL
OTHER APPROVAL
PERMEABLE PEDESTRIAN NOTES: DERDRAINS FOR
1 PROVIDE UN SHOWN. ET L-501, FOR
. PAVEMENTS, ~~G DETAILS ON S~~FERENT PAVING 2 REFER TO PJI: INSTALLATION AT D
. UNDERDRAIN o INIMUM, PER
TYPES. INS AT 1.0 Yo, M
SLOPE UNDERDRA S AS NEEDED, AT 3. GEOTECH. ERTS FOR UNDERDRAIN '
4. PROVNIDSET~NU6TURES.
DATE INITIAL
CITY APPROVAL
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----, ' ' ' ' ' ' ' ' ~-------------.1...
NTS
APPROVED Ff :NT/NG
!RR/GA TIO~/ Ai~Gp PRECISE
ONLY, INCLUOF PLAN T/1\/G LOCATION
AREA.
"AS BUILT"
RCE EXP. DATE
REVIEWED BY:
DATE
. . I SHEETS I L-310 IN~P~~TOR OF' CAf{LSBJ\D 22 ~ CI I y LANNING DIVISION
L...!!_J , :M,:NT l'LANs _tot,s··, c I-Io o L, NIJSCAl'i': IMI IW L{ID C E, LA:=)ACIF'IC 1 .
f . t Underdra1n
I APPROVED:
PLANNING
OWN BY:
CHKD BY:
RVWDBY:
Pavemen
PROJECT NO. )
CUP-06-11(8
DRAWING NO.
445-2Q
. BMITTAL APRIL 11, 20H 4TH CITY BUILDING DEPAR TMENT SU ,
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1, PROVIDE UNDERDRAINS FOR PERMEABLE PEDESTRIAN
PAVEMENTS, AS SHOWN,
2, REFER TO DETAILS 2, 5, & 6, ON SHEET L-501, FOR
UNDERDRAIN INSTALLATION AT DIFFERENT PAVING
TYPES,
3, SLOPE UNDERDRAINSAT 1.0%, MINIMUM, PER
GEOTECH,
4, PROVIDE INVERTS FOR UNDERDRAINS, AS NEEDED, AT
DRAIN STRUCTURES,
L-311
KEYMAP NTS
APPRO \/ED FOR
/RR/GA TION A/\/O PLANTING
OAIL Y, IA/CLUOIAIG PF?ECISE
LOC'A TION OF PLAAITIAIG
AREA.
"AS BUILT"
RCE __ _ EXP, ___ _ DATE
REVIEWED BY:
INSPECTOR DATE
CITY OF' CA11LSBAD
PLANNING DIVISION
LANllSCAf',: IMl'IWVE:M,:NT l'LANS FOR:
F) AC IF' IC f-([ DC E: SC I-IO O L
.!!!~ ~~ ~;;; . ENLARGEMENT ,;,, v,\-050\Pc" t 1sTc1TYREv1Ew 2-1-201, Pavement Underdrain
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DATE INITIAL
DESIGNER OF WORK REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
OWN BY: PROJECT NO. DRAWING NO,
CHKD BY: CUP-06-11 (B) 445-2Q RVWD BY:
4TH CITY BUILDING DEPARTMENT SUBMITTAL, APRIL 11, 2014
PLANTING NOTES
1. CONTRACTOR SHALL REVIEW PLANTING SPECIFICATIONS BEFORE BEGINNING WORK.
2. CONTRACTOR SHALL REVIEW PLANTING INSTALLATION DETAILS PRIOR TO BEGINNING WORK.
3. CONTRACTOR SHALL VISIT SITE AND BECOME FAMILIAR WITH CONDITIONS UNDER WHICH WORK SHALL BE
DONE PRIOR TO BIDDING.
4. ALL WORK WILL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF CARLSBAD AND THE
TECHNICAL SPECIFICATIONS FOR THE PROJECT.
5. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES IN THE EXISTING CONDITIONS
OR WITHIN THE PLANS PRIOR TO BEGINNING WORK.
6. FINISHED GRADES SHALL BE SMOOTHED TO ELIMINATE PUDDLING OR STANDING WATER. CONTRACTOR
SHALL MAINTAIN A MINIMUM 2% DRAINAGE AWAY FROM BUILDINGS AND PAVING INTO DRAINAGE STRUCTURES
OR TO STREET (SEE ENGINEERS GRADING AND DRAINAGE PLAN). CONTRACTOR SHALL NOTIFY THE
LANDSCAPE ARCHITECT IMMEDIATELY OF ANY CONFLICTS IN MAINTAINING DRAINAGE.
7. THE LANDSCAPE ARCHITECT SHALL APPROVE ALL FINISH GRADING PRIOR TO PLACEMENT OF ANY PLANT
MATERIAL.
8. NOT USED
9. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT FOR SITE OBSERVATION PER THE SPECIFICATIONS.
10. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY REPAIRS MADE NECESSARY THROUGH THE
ACTIONS OR NEGLIGENCE OF HIS CREW.
11. SOIL AMENDMENTS SPECIFIED ARE FOR BIDDING PURPOSES ONLY. ACTUAL TYPES AND QUANTITIES WILL BE
BASED ON SOIL ANALYSIS PROVIDED BY CONTRACTOR. AFTER ROUGH GRADING, SOIL SAMPLES SHALL BE
TAKEN FROM 6 LOCATIONS IN DIFFERENT AREAS OF THE SITE TO REPRESENT AN ADEQUATE CROSS SECTION
OF CONDITIONS. ANALYSIS SHALL BE PERFORMED BY SOIL TESTING FACILITY. TEST SHALL INCLUDE TESTS
FOR SOIL FERTILITY, AGRICULTURAL SUITABILITY ORGANIC CONTENT N, P, K; PH; EC; SOIL TEXTURE; AND
RECOMMENDATIONS FOR AMENDMENTS, LEACHING, AND MAINTENANCE FERTILIZATION. CONTRACTOR SHALL
FURNISH THE LANDSCAPE ARCHITECT AND THE CITY OF CARLSBAD WITH A COPY OF TEST RESULTS AND
RECEIVE WRITTEN APPROVAL FOR AMENDMENTS/SOIL PREPARATION FROM BOTH PRIOR TO INSTALLATION.
BID MIX FOR PLANTING AREAS, INCLUDING TURF:
SOIL AMENDMENTS BID MIX SHALL BE THE FOLLOWING PER 1000 SQUARE FEET:
-6 CU. YDS. NITROGEN STABILIZED ORGANIC AMENDMENT 'KELLOGG NITRO MULCH'
-20 LBS. GRO-POWER PLUS
-100 LBS. GYPSUM
"SOIL PREP" TO BE MIXED INTO THE TOP 6" OF SOIL THROUGHOUT THE SITE EXCEPT ON SLOPES GREATER THAN
3:1.
BID MIX FOR SHRUB BACKFILL MIX:
PLANTING AND BACKFILL MIX FOR PLANT PITS SHALL BE AS FOLLOWS PER CUBIC YARD:
-70% NATIVE SOIL
-30% GREENWAYS BEST SOIL CONDITIONER OR APPROVED EQUIVALENT
-8 LBS GRO-POWER PLUS PER CUBIC YARD MIX
-5 LBS. GYPSUM PER CUBIC YARD MIX
THOROUGHLY BLEND THE ABOVE AT A CENTRAL ON-SITE LOCATION PRIOR TO USE.
12. SHRUB AND GROUNDCOVER MASS QUANTITIES ARE SHOWN ON PLANS. UNDERPLANT ALL TREES WITH THE
ADJACENT SHRUB AND/ OR GROUNDCOVER AS INDICATED BY THE PLANS. PLANTS SHALL BE INSTALLED WITH
TRIANGULAR SPACING. PLANT GROUNDCOVERS TO WITHIN 12" OF TREE OR SHRUB ROOT BALLS.
13. PLANT SYMBOLS TAKE PRECEDENCE OVER PLANT QUANTITIES SPECIFIED. WHERE SHRUB SYMBOLS ARE
MASSED CONTRACTOR SHALL MAINTAIN A CONSISTENT ON CENTER , TRIANGULAR SPACING AS SPECIFIED IN ' LEGEND. CONTRACTOR SHALL VERIFY PLANT TOTALS FOR BID PURPOSES.
14. ALL ROCKS AND DEBRIS THREE INCH (3") AND LARGER SHALL BE REMOVED FROM PLANTING AREAS AND
THEN FROM THE SITE TO A LEGAL SITE OF DISPOSAL. WHERE THE TURF IS TO BE LOCATED, ALL ROCKS AND
DEBRIS ONE INCH (1")AND LARGER SHALL BE REMOVED FROM THE SITE TOA LEGAL SITE OF DISPOSAL.
15. PRIOR TO BEGINNING THE PLANTING OPERATION, IRRIGATE ALL PLANTING AREAS NORMALLY FOR TWO
WEEKS TO GERMINATE WEEDS. APPLY CONTACT HERBICIDE TO WEEDS ONLY PER MANUFACTURER,
MONSANTO "ROUND-UP" OR EQUAL. REPEAT PROCESS IF WEEDS PERSIST.
16. PERCOLATION TEST SHALL BE CONDUCTED IN ACCORDANCE WITH THE LANDSCAPE SPECIFICATIONS.
17. PRIOR TO PLANTING, IRRIGATION SYSTEM SHALL BE FULLY OPERATIONALAND ALL PLANTING AREAS SHALL
BE THOROUGHLY WATERED.
18. PLANT MATERIAL MAY BE REJECTED AT ANY TIME BY THE LANDSCAPE ARCHITECT DUE TO CONDITION, FORM
OR DAMAGE BEFORE OR AFTER PLANTING.
19. ALL TREES WITHIN 5' OR LESS OF HARDSCAPE SHALL BE INSTALLED WITH A ROOT BARRIER. ROOT BARRIER
SHALL BE INSTALLED PARALLEL TO HARDSCAPE SURFACE FORA DISTANCE OF 10' FROM THE CENTER LINE OF
THE TREE TRUNK IN BOTH DIRECTIONS, ORAS INDICATED ON PLAN. ROOT BARRIER TO BE MANUFACTURED BY
"DEEPROOT" OR "BIO-BARRIER" OR EQUIVALENT. ROOT BARRIERS SHALL NOT BE WRAPPED AROUND THE ROOT
BALL OF THE TREE.
20. PLANTING TABLETS SHALL BE GRO-POWER PLANTING TABLETS 12-8-8 (12 MONTH SLOW RELEASE
FORMULATION). .
21. ALL PLANTING BEDS SHALL HAVE 3" (THREE INCH) THICK MULCH LAYER. "MULCH" SHALL BE BARK MULCH
FROM ONE OF THE FOLLOWING SOURCES: SHREDDED FIR OR SHREDDED CEDAR. RATES AS SPECIFIED ON
PLANS, FREE OF STICKS, STONES, CLAY OR OTHER FOREIGN MATERIAL/ OR 'EARTHWISE-ECOMULCH'
AVAILABLE FROM AJ ECOLOGY INDUSTRIES, INC. PHONE: 619-744-0942. EXISTING MULCH ON SITE MAY BE
MIXED WITH NEW MULCH. CONTRACTOR SHALL SUBMIT SAMPLE TO THE LANDSCAPE ARCHITECT FOR
APPROVAL PRIOR TO INSTALLATION.
22. ALL PLANTING SHALL BE GUARANTEED THROUGH THE ESTABLISHMENT PERIOD (SEE PLANTING
SPECIFICATIONS). ESTABLISHMENT PERIOD SHALL BE 90 DAYS MINIMUM. TREES AND SHRUBS SHALL BE
GUARANTEED FOR A PERIOD OF ONE YEAR, BEGINNING FROM THE DATE OF THE FINAL ACCEPTANCE AFTER
THE ESTABLISHMENT PERIOD COMPLETION.
23. AT COMPLETION OF THE ESTABLISHMENT PERIOD, APPLY COMMERCIAL FERTILIZER (15-15-15) AT
2LBS/1000SF TO TURF AREAS ONLY AND WATER IMMEDIATELY WITH A THOROUGH IRRIGATION CYCLE.
24. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL AREAS IN A WEED AND DEBRIS-FREE CONDITION
DURING CONSTRUCTION, AND THROUGHOUT THE ESTABLISHMENT PERIOD.
25. COORDINATE PLACEMENT OF TREES WITH SITE LIGHTING. CANOPY OF TREE AT ULTIMATE SIZE SHALL NOT
BE PLACED SO AS TO CONFLICT WITH LIGHTING THROW ALONG WALKWAYS.
26. PLANT MATERIAL AT SOURCE SHALL BE GROWN UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE OF THE
PROJECT SITE.
27. THE LICENSED LANDSCAPE CONTRACTOR SHALL PROVIDE INFORMATION ABOUT A MINIMUM OF THREE
PROJECTS (INCLUDING CONTACT PERSON) DEMONSTRATING EXPERIENCE WITH NATIVE PLANTS AND
DROUGHT-TOLERANT PLANT MATERIAL.
PLANT SCHEDULE -CUP
KEY BOTANICAL NAME
PARK[ .. ~ I "TTREES ·:.: ~
I \
X Koelreuteria bipinnata
@ Lyonothamnus floribundus
-
C' + ;
Platanus racemosa
~~ /
COURTYARD TREES
0 Cercis Occidentalis
@ Ginkgo biloba 'fastigiata'
" :-) Lagerstroemia indica 'Natchez'
SHADE TREES
•\ Pinus torreyana
,
+ ' Platanus racemosa
C'
j \
~ Quercus ag rifolia
SHRUBS -,,,.--·-·-\
(CHJ Ceanothus 'Ray Hartman' ·, / ...
HA Heteromeles arbutifolia
tL·, ',_/ Leymus condensatus 'Canyon Prince'
!&\ Mimulus cardinalis
i.B. Muhlenbergia rigens
RI Rhus integrifolia
G'.) Galvezia speciosa
r·---,
1RC) \ ___ ./ Rosa californica
(,..$.';
\ .. ,,· Salvia clevelandii
@ Woodwardia fimbriata
......... ••••• .... ••<:::•••••••••••••• .. ••••••::<:::::::::::• Carex Pansa . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... ... . .... ······················ ................................
OPEN SPACE TURF
r . . . . . . . . ........... .
r -· -·. ·. ·. ·. ·. ·. · • ·. ·. · • Paspalum vaginatum
r . : . : . : . : : : : : : . : :
VINES
Ficus pumila
COMMON NAME
Chinese Flame Tree
Catalina Ironwood
California Sycamore
Western Redbud
Ginkgo Tree
Crape Myrtle
Torrey Pine
California Sycamore
Coast Live Oak
California Lilac
Toyon
Giant Wild Rye
Scarlet Monkeyflower
Deergrass
Lemonadeberry
Island Snapdragon
California Rose
Cleveland Sage
Giant Western Chain Fern
Carmel Sur Manzanita
Dwarf Coyote Bush
Yankee Point Ceanothus
California Meadow Sedge, Sod
'Aloha' Seashore Paspalum
Creeping Fig
Chinese Wisteria
NOTES QTY.
36" Box 17
36" Box 17
36" Box 22
36" Box 8
36" Box 27
36" Box 1
36" Box 9
36" Box 12
36" Box 4
SIZE QTY.
39
23
92
77
12
5 Gal.
99
40
31
39
75
1 Gal. 24" O.C.
1 Gal. 24" O.C.
1 Gal. 24" O.C.
1 Gal. 24" O.C .
Sod
1 Gal. 24" O.C. 5
1 Gal. 24" O.C. 18
PUBLIC STREET UTILITY EASEMENT #9, -----------~
SEE CIVIL
~-25' VEHICULAR SITE TRIANGLES ----------------
~------RIGHT OF WAY, SEE CIVIL
SLOPE RE-VEGETATION NOTES
SLOPES 6:1 OR STEEPER REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN
SHALL BE TREATED WITH ONE OF 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 WILD FLOWERS. 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 THIRTY (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 (100%) PERCENT 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 (70%) PERCENT 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' OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS
REQUIRE A MINIMUM STANDARD #1.
b. 3' TO 8' 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' 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 WITH 6 MONTHS OF
KEYMAP NTS
APPRO VEO FOR
/RR/GA TION Al\/0 PLANTING
0/\IL Y, INCLUO//\/G PRECISE
LOCATION OF PLANTI/\IG
AREA.
"AS BUILT"
RCE EXP. DATE
REVIEWED BY:
COMPLETION OF ROUGH GRADING. L-400
b. A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY ...--=:....:::::~..J....::.:..::::..;::.::..:.::.:..:... __________ _ INSPECTOR DATE
CITY OF' CAF~LSBi-\D 2
c. IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC OR HAVE SPECIAL ~
CONDITIONS THAT WARRANT IMMEDIATE TREATMENT. L_!!J
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FWORK DESIGNERO
------------------------------------------
DATE INITIAL
REVISION DESCRIPTION OTHER APPROVAL
L --.,L. ~-
DATE INITIAL
CITY APPROVAL
KEYMAP
APPROV[g ;7;AITING
!RR/GA TIOAI AO~NG PF~[C'/S[
ONLY, INCLUOF" PLAAITING
LOCA TIONAR[A.
i--"",A~S~B~U~I LTT;--" -
RCE EXP. DATE
REVIEWED BY:
L-40 T I I . 0 F' CARLS . . . . 2
[sHrn7 CI I y NNING DIVISION
l_1!_J ""' ... ,.,,,, '"' o O L
DATE
. I SHEETS I
1 INSPECTOR BA D 2
NLJSC:Al'E: lMl"li?VE:MEE:~~ljDC E: SCI-I LA AC IF'IC \,
P Planting Plan
I APPROVED:
PLANNING
OWNBY:
CHKDBY:
RVWD BY:
PROJECT NO. )
CUP-06-11(8
r::;.1.1~-1
DRAWING NO.
445-2Q
MITTAL,APRIL 11, 2014 4TH CITY BUILDING DEPARTMENT SUB
''
TURF GRASS AREA. --
,---#4 REBAR, CONTINUOUS.
CENTER IN CONCRETE HEADER.
,----1/4" RADIUS@
NOSE, TYP.
~-PLANTING AREA. TOP ;J'l
OF MULCH ;c
HEADER, TYP.
"' .,,
m ~
COMPACTED SUBGRADE.
9 6" CONCRETE HEADER
BETWEEN TURF AND SHRUBS
N.T.S.
C.I.P. CONCRETE STEPS
OR RAMP
CENTER OF HANDRAIL, LOCATED 6"
FROM THE EDGE OF CONCRETE STEPS
OR RAMP, SET PLUMB, TYP.
~-RAIL POST CORE DRILLED, FILL WI EPOXY
GROUT, PROVIDE SEALANT AT SURFACE,
6" TOOL SMOOTH ANO CONCAVE. LANDSCAPE
-TYP. ARCHITECT TO SELECT COLOR OF SEALANT.
WALL WHERE OCCURS
I ,.....r/ 112" RADIUS, TYP. ALL EXPOSED r~ SURFACES. r PLANTING AREA
THICKEN SLAB AS SHOWN TO
ACCOMMODATE HANDRAIL POST, TYP.
COMPACTEDSUBGRADE
10 HANDRAIL MOUNTING, TYP.
N.T.S.
NOTE:
PROVIDE MEDIUM BROOM FINISH
PERPENDICULAR TO TRAFFIC ON
ALL TREADS. PROVIDE
TROWELED FINISH ON ALL
OTHER EXPOSED SURFACES.
· ... ·
REFER TO PLANS FOR
TREAD WIDTH
,"'· .,. . ·, •• : • ·. • · • ·.-, ... ~ 1 0%
""7 ~ :-t:"· 7": "4 ·; ~~-:.' :, ~~-: TYPICAL
l=I l~j' I:::··:; , :.~: ·: . .-. .
--: = r -=Iii=
#4 REBAR, MIN. 3" -1 11
CLEAR 12" o.c. I
EACH WAY, TYP. .
--:I I . (5) 114" DEEP TOOLED--~
SCORE LINES SET 1/2"
APART, 1' FROM NOSE,
CONTINUOUS ALONG STEPS
PAINT STRIPES IN CLEARLY ___ __,
CONTRASTING COLOR
VERIFY COLOR #3 REBAR AT NOSE,
2" CLEAR CONTINUOUS,
TYPICAL EACH RISER.
11 STAIRS,TYP.
N.T.S.
112' RADIUS AT
NOSE, TYPICAL.
EXPANSION JOINT,
TYPICAL TOP AND
BOTTOM. NO DOWELS.
C.I.P. CONCRETE
PAVING WI
TIUCKENED EDGE
TOP & BOTTOM PER
DETAIL 6/L 1-2.2
#4 TOP & BOTTOM
6
7
8
SEAlWALL OR STAIRS, PER PLAN
NO. 57 STONE OPEN-GRADED BASE
MATERIAL, REFER TO SPECS.
GRASSPAVE2 INSTALLATION
N.T.S.
NOTES:
1. REFER TO LAYOUT PLANS FOR PAVED AREAS
CONTAINING SAWCUT JOINTS AND
LOCATIONS.
·sAWCUT JOINT -----~
EDGES SHALL BE STRAIGHT,
TRUE, WITH NO SHATTER,
TYPICAL.
-~
. . . ,'.]
lvJ/~
CAST-IN-PLACE ___ __,/
CONCRETE PAVING.
REFER TO LAYOUT
PLANS AND DETAILS
FOR TYPE, COLOR,
FINISH AND
LOCATION.
SAWCUT JOINT
N.T.S.
NOTE:
1. REFER TO LAYOUT PLANS FOR LOCATIONS OF
EXPANSION JOINTS, TYPICAL.
2. PROVIDE EXPANSION JOINTS WITHOUT DOWELS
BElWEEN PAVEMENT AND BUILDINGS, TYPICAL.
3. SUBMIT SEALANT COLOR TO OWNER'S
REPRESENTATIVE FOR REVIEW.
1/~" TOOLED EDGE,-
TYPICAL.
4 "
<l
d'
V.
j.
<J <J
. "
<J·
EXPANSION JOINT
N.T.S.
<J
" " <J
<J
FINISHED SURFACE.
cti -'
~ ~ ffi ;;,
Cl W Cl m a: f-
t,! ~ "'z I WW "' ~:::;;
;!:~ ii:
g
SEALANT WIDTH (A=1/2")
SEALANT DEPTH (8=318")
SANDED JOINT FINISH.
FINISHED SURFACE
OF PAVEMENT.
ROUNDED BACKER ROD, WIT.H
NO BOND TO SEALANT.
COMPRESSIBLE JOINT
<J FILLER, SET TO FULL
DEPTH OF PAVEMENT.
·<l JOINT SHALL BE
STRAIGHT AND TRUE,
" TYP.
12" LONG #4 DOWELS WI
SLEEVE,CENTEREDIN
SLAB: 36" O.C. INTO
ADJACENT CURBS; 18"
O.C. INTO ADJACENT
PAVEMENT.
CONCRETE PAVEMENT,
TYP.
PAVER TO BE SET -
1/8" HIGHER THAN
ADJACENT HEADER.
~---1/4" RADIUS@ NOSE, TYP.
,---CAST-IN-PLACE CONCRETE
HEADER, TYP.
~--(2)#4 REBAR, CONTINUOUS.
CENTER IN CONCRETE HEADE
PLANTING AREA. TOP-
P ECAST CONCRETE -OF MULCH OR TURF
3
PAVER.
CONCRETE HEADER AT TREE GRATE
N.T.S.
PROVIDE THICKENED EDGE AT ALL
EDGES OF PAVING, AND WHERE PAVING
ABUTS BUILDINGS, WALLS, STAIRS, AND
OTHER STRUCTURES
------112" RADIUS, TYP.
CONCRETE PAVEMENT
PERX/L-103 l
I
><
4
5
-----
~ --,,1_1
BASE WHERE OCCURS,
AND COMPACTION
PER GEOTECH.
THICKENED EDGE @ PAVEMENT
N.T.S.
---PRECAST CONC. UNIT PAVER, TYP.,
REFER TO SPECIFICATIONS
NO. 8 STONE IN OPENINGS
PAVER TO BE SET 1/8" HIGHER THAN
ADJACENT FINISHED SURFACE.
-COMPACTEDSUBGRADE
NO. 57 STONE OPEN-GRADED BASE
MATERIAL, REFER TO SPECS.
HDPE OR PVC GEOMEMBRANE
~-----30 MIL-THICK,MIN .. ---~
NOTE:
REFER TO SPECS. FOR COMPACTION
REQUIREMENTS OF AGGREGATE BASE
MATERIALS AND SUBGRADE.
PRECAST CONCRETE UNIT PAVER
N.T.S.
1
2
NOTE:
1. PAVING SECTION MAY
BE MODIFIED WITH
WRITTEN, STAMPED
APPROVAL BY
CERTIFIED
GEOTECHNICAL
ENGINEER
,----CAST-IN-PLACE CONCRETE PAVEMENT.
REFER TO LAYOUT PLANS FOR TYPE,
COLOR, FINISH AND LOCATION
FINISHED SURFACE OF PAVEMENT.
CLASS II BASE
#3 REBAR@ 18" O.C. EACH WAY
CENTER IN SLAB.
THICKENED EDGE PER
DETAIL 3/L-103
CONCRETE PAVING
NO UNDERDRAIN
N.T.S.
NOTE:
1. PAVING SECTION MAY
BE MODIFIED WITH
WRITTEN, STAMPED
APPROVAL BY
CERTIFIED
GEOTECHNICAL
ENGINEER
,----POUROUS CONCRETE PAVEMENT.
REFER TO LAYOUT PLANS FOR TYPE,
COLOR, FINISH AND LOCATION
FINISHED SURFACE OF PAVEMENT.
NO. 57 STONE OPEN-GRADED BASE.
#3 FIBERGLASS REBAR@ 18" O.C.
EACH WAY CENTER IN SLAB.
THICKENED EDGE PER
DETAIL 3/L-103
POROUS CONCRETE
WITH UNDERDRAIN
N.T.S.
APP RO 1/[0 FOR
/RR/GA TION AND PLAJ\I TING
ONLY, INCLUDING PRECISE
LOCATION OF PLAN TIJ\/G
AREA.
"AS BUILT"
RCE __ _ EXP. ___ _ DATE
REVIEWED BY:
L-501 INSPECTOR DATE
[sHrnl
L__1_U CITY OF' CAf{LSBAD
PLANNING DIVISION
LANLJSCAF1: IMl'lWVE:Me:N'l' PLANS 1"011:
PACIF'IC f~IDC: E: SCflOO L
DRAWING NO.
445-2Q
TREAD WIDTH
4" ~
-I -J-__L.!,~
1/2" RADIUS MIN.-\f .
---k-1r1===k---.
~r . " ·-_•·
~--
. , SET POST WITH~ m--
lrioc\-,-,..;~"",,.e
NOTEp:
1. REEER TO GRADING PLANS FOR FINISH GRADES AT TOP AND BOTTOM STAIRS.
2. AL~ RAILINGS TO BE HOT-DIPPED GALVANIZED STEEL, AFTER FABRICATION.
3. LOCATE HANDRAIL ON BOTH SIDES.
4. SUBMIT RAILING SHOP DRAWINGS, COORDINATE WITH AS-BUILT FIELD CONDITIONS.
5. GRl,ND ALL WELDS SMOOTH.
6, REFER TO STRUCTURAL FOR ADDITIONAL INFORMATION.
TREAD WIDTH
PLUS 12"
, (24" MIN) ,
~---1/2" RADIUS
1-1/2" DIA STEEL
~---PIPE RAILING SET TO
A.DA REQUIREMENTS
11 SET POST JN THICKENED
~--FOOTING TOP AND BOTTOM
REFER TO DETAIL 7/L-103
FINISH SURFACE OF C.1.P.
~---CONC. PAVEMENT.
NON-SHRINK GROUT, TYP.
. . 'i-c---f---~ L 4 ~
~• I I_.,.: : . · -" u-------1-_____________________________ _ FULL DEPTH E.J. TYP.
TOP AND BOTTOM OF STAIRS. _ _.,,
C.I.P. CONCRETE STEPS,
REFER TO DETAILXX/L-X.X
COMPACTED SUBGRADE
12 STAIR HANDRAIL TYP.
N.T.S.
---1 • ---1-~ 1-1 l-·-
8" -1-1-
COBBLE TYPE: MESA COBBLE, OR APPROVED EQUAL--------~ j f
LARGE COBBLE: 6"+(45% OF TOTAL COBBLE) -F-----+-WIDTH PE, CIVIL DWGS. ____ 7_
MEDIUM COBBLE: 3"-8"(45% OF TOTAL COBBLE)
SMALL COBBLE: 112"-3"(10% OF TOTAL COBBLE) ' 1 "J UJ C!J ;;; z_C!J I,_ ~, /! ~g5ZII-~~flj
4· \ \\ : ! ,1; u<:oa. ~~o
LANTING IN "1 '• \ /_/ ' i I 0.. UJ P SWALE (WHERE AP PLIABLE,________ 1, t;:: . o
SEE PLANTING PLANS FOR LOCATION). 1~-,-1\,ij I ; / / ; w ~
<l. "\: !! ' : ~□~
--.\\ ! ! / / ! GEOTEXTILE FILTER FABRIC, TYP.--...._
WRAP DOWN 6" @ EDGE OF PAVEMENT -....._ 0
SEE CIVIL DRAWINGS FOR BIORETENTION-~t--lt
STRUCTURE COMPONENTS. . •
•. CONG. HEADER OR CURB, PER---+-
NOTES:
1. COBBLE STREAM SHALL SLOPE
AT A MINIMUM OF 1% TYPICALAND
SHALL MAINTAIN POSITIVE
DRAINAGE-SEE ALSO GRADING PLAN
2. COORDINATE PLANTING AND
IRRIGATION THROUGHOUT SWALE.
3. CONTRACTOR IS TO PROVIDE A
20' SECTION OF SWALE FOR REVIEW
AND AAPPROVAL BY THE LANDSCAPE
ARCHITECT PRIOR TO CONTINUING
WITH CONSTRUCTION OF SWALE.
• 4. MAINTAIN A MIN. 6" COBBLE
DEPTH OVER FABRIC.
CIVIL DRAWINGS.
•
•
ii
• ~, ,j • ~
(),'
' ---,( :
WIDTH PER CIVIL DWGS.
13 VEGETATED SWALE WITH COBBLES
N.T.S.
I
J--1
•
GEOTEXTILE FILTER FABRIC-
-' I · 4" PERFORATED CORRUGATED PIPE WITH PEA GRAVEL-WRAP IN FILTE~ FABRIC. ~--<-,ONCRETE TEXTURE, USE FORMLINER PATTERN
WATERPROOF BACK OF WALL WITH ASPHALT EMULSION WATER PROOflNG (TYP.) _______ 1 __ ~#=14-3-35=F~R~O_M~F~IT_Z~G_ERA_L_D_F_O_R_M_LI_NE_R_S_-______ 1
SEE LAYOUT PLANS FOR
COLOR & FINISH
. CAST-IN-PLACE CONCRETE~
.05%
SLOPE
I
ELECTRICAL OUTLET. -. ,c--'c---•----~---
REFER TO ELECTRICAL •~---'-c------•
DRAWINGS FOR DETAILS 4 " 4 4
AND LOCATION.
OUTLET TO BE FLUSH
WITH SIDE OF SEAT
WALL.
14 CONCRETE SEAT WALL
N.T.S.
REFER TO CIVIL DRAWINGS & DETAILS FOR DRAINAGE PIPE CONNECTION. .5''DEPTH, 1.25" 0.C .
WWW.FORMLINERS.COM
MATCH EXISTING SEAT WALLS AT HIGH SCHOOL
CAST-IN-PLACE CONCRETE. SEE
-~6"
LAYOUT PLANS FOR FINISH AND
COLOR.
... . . . . . _ ... • . ..
-~ •.••.• : /· "4 ... . . . .. ~ ·_. ; . ,,,,
' ' ... : . -. .i_ •, ~.· . .i:
·• '
. . . ..
• . . .... ~ ·<I . •' . . . . . .
l VARIES, DEPENDING ON WALL LENGTH l
1 SEE PLANS FOR LENGTHS 1
NOTES:
. . .
6"-i[
SURFACE
GRADE
1. SEE LAYOUT PLANS FOR LOCATION OF 6" REVEAL IN WALLS.
2. CONTRACTOR TO PROVIDE A CONCRETE SAMPLE FOR THE
WALL FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR
TO WALL CONSTRUCTION.
3. COORDINATE WALL CONSTRUCTION WITH ELECTRICAL PLANS
AND DETAILS FOR LOCATION OF ELECTRICAL OUTLETS.
ELEVATION
3
-;~--~ z,-,.
"' · ,st,?, '" ~ :,.;
'25 --1
!-if * f
OF CA\.f,
TREE GRATE, SEE DETAIL---
ANTI-PILFER BOLT---
STEELANGLE FRAME-~
BLOCK OUT UNDER FRAME WITH 1/4"
MIN. MATERIALS SUCH AS WOOD OR--
FOAM BEFORE CONCRETE IS POURED
4
.q \~r
~ f<h .-I
q . . . ffiL5~-f"
,___~~JT~~I I !11 IT!!11~
95% COMPACTED ~ -1 11 111
SUBGRADE OR PER ' I 1-=l 1
GEOTECHNICAL REPORT.
TREE GRATE ATTACHMENT
N.T.S.
1 112"
1
,,,--VERTICAL ROOT BARRIER (24" DEEP
CONTINUOUS ALL SIDES SEE
SPECIFICATIONS
PLANTING AREA ,---ALL SPLICES & CORNERS OF ROOT
BARRIER SHALL BE TIGHT AND
ASSEMBLED PER MANUFACTURES
INSTRUCTIONS .
TREE TRUNK ....
/ PAVING, SEE PLANS
J...-__ _.1,=ec""u"'RB======='L_-./
PLAN
SECTION
TREE GRATES, SEE DETAIL
ROOT BARRIER (2~" DEPTH)
. _ . PAVING, SEE PLANS
,t,1;,1,1 ;,u,1 "
,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1;,1! /,l,/,l,l,l,1,1,1,1,l,l/,1,1,1,1
,1,1,1,1,1,1,1,1,1,1,1,1,1,1;,1;
,1,1,1,l,l,1,1,1,1,1,1,1,1,1,1,1;
/,l,1,l,l,l,l//,l,l//,l,l,1,1 '
,l,l,l,l,1///,l/,1,1/,/,///,/
,l,1,1,1/,l,l,l,l,I
~PLANTING BACKFILL
PAVING, SEE PLANS
ROOT BARRIER INSTALLATION
IN TREE GRATE
N.T.S.
ADJACENT PAVING,
SEE PLANS -~
ROOTBALL~:<: .. ,•. , ....
i% PLANTINGAREA
·.· ·::
TREE GRATE
ATTACHMENT, SEE:;:) • 0\l-'====Vi
DETAIL /):'
~ ____ BUBBLER,SEE
IRRIGATION DETAILS
~---TREE TRUNK,
CENTERED IN TREE
GRATE OPENING
:, '..------TREE PLANTING IN
TREE GRATE
_.--~~ DRAINASSEMBLY
AT LOW CORNER
OF CUTOUT
,L___----'.====='L:....~-f
PLAN 3" DEEP PEA
TREE GRATE -~ ~---~~ GRAVEL 1" BELOW
ATTACHMENT. \ CURB GRATE
SEE DETAI -STREET
PLANTING
BACKFILL ---'ii
SECTION
,,,,,,u,nuo,.,,,.,,, ,,,,,,,,u,,,,,,,,,,,,o,,
~~~~~~~~~~~~::~~:~~:~ ,.,,,,,o,,,;u,,uo,-, ,u.uuuu,un,,,,
.,,,,,✓,,,,,,.,,,,un ------------'TREE GRATE, SEE
CONSTRUCTION
LEGEND
2 TREE GRATE INSTALLATION
N.T.S.
L-502
LJ!J 6
APPROVED FOR
!RR/GA TIO/\! AND PLAN TI/\/G
ONLY, 1/\/C'LUD/NG PRECISE
LOC'A T!ON OF PLAN TI/\IG
AREA.
"AS BUILT"
RCE EXP. DATE
REVIEWED BY:
INSPECTOR DATE
CITY OF' CAf,cLSBAD CTr] PLANNING DIVISION 2
LANDSCAPE: lMl"lWVE:Mc:N'l' l'LANS [,'Oil:
P ACIF'IC f{IDC E: SCI-IOO L,
"4TH CITY BUILDING DEPARTMENT SUBMITTAL, APRIL 11, 201-4
l
:i;i
_g ::e ;a a.
·.~~ ~~ ~= ~~ ,;,O § N_ =~ ' g3'E -~.\!' ..ffi >-= m 'ii~ .l'! F =~ °'-[::;~
~6
'': =·c ;g .:t
~ ~ fr m
-------MU'LCH LAYER. REFER TO SPECIFICATIONS
FOR TYPE AND COVERAGE DEPTH, TYPICAL.
HOLD MULCH AWAY FROM BASE OF SHRUB.
------SHRUB, SET PLUMB. REFER TO PLANT LIST
AND SPECIFICATIONS FOR SPECIES, FORM,
HEIGHT, AND/OR SPREAD REQUIREMENTS.
------PROVIDE POSITIVE DRAINAGE AWAY FROM
BOTTOM OF ROOTBALL, TYPICAL.
-----SHRUB ROOT BALL (WELL ROOTED). SET
ROOTBALL CROWN AT 1" ABOVE FIN. GRADE.
----AMENDED PLANTING BACKFILL MIXTURE.
REFER TO SPECS. WATER AND TAMP
ACCORDINGLY TO REMOVE AIR POCKETS.
,,--3" DEEP WATERING BASIN, ABOVE FIN. GRADE.
I-I 'I , •• rm ~~ PLANTING TABLET, TYPICAL. REFER TO = ,,_,..._,_L ' -2i1J=-SPECS FOR TYPE AND APPLICATION RATE. I \, Tll :J--SHRUB PLANTING PIT SCARIFY SIDES, AND 111= -=1 I 1= PROVIDECOMPACTEDBOTTOMATROOTBALL --11 --111--111--11 k -I OF SHRUB. PLANTINGPITSIZEATMIN.2X = == == == I -THE SHRUB ROOTBALL DIAMETER, TYPICAL.
11 111 111 111 111 111 111 111 11r UNDISTURBEDNATIVESUBGRADESOIL.
9
11-111-111-111-111-
SHRUB PLANTING
N.TS.
FACE OF WALL--
SECURE AT ARBOR -
COLUMN WITH
MASONRY NAILS AND
NURSERY TIES.
NURSERY STAKE TO -
BE REMOVED.
MULCH LAYER, -,
REFER TO
SPECIFICATIONS
SET ROOTBALL -I
TIGHT TO FOOTING,
REMOVE AT
PLANTING HOLE.
SET ROOTBALL 1"
ABOVE FINSH
GRADE.
SCARIFY SOIL AT
BOTTOM AND SIDES
OF PLANTING PIT.
TT
,,,.--CLIMBER. REFER TO
. PLANTING PLAN FOR
SPACING.
FINISHED GRADE.
FERTILIZER TABLET, REFER
TO SPECIFICATIONS
4" HIGH EARTH BERM.
PLANTING BACKFILL REFER
TO SPECIFICATIONS.
90% COMPACTED
SUBGRADE
(2) 10' LONG
LODGEPOLE PINE
TREE STAKE IN NURSERY
STAKE HOLE
TREE TRUNK
rHEE SfAKE
(2) TREE STAKES (SEE
, DETAIL AT LEFT)
PLANT TOP OF ROOTBALL
ABOVE SOIL LEVEL
3" DEPTH GRAVEL 1"
BELOW GRATE
PLANTING BACKFILL
(SEE SPECIFICATIONS)
6" MINIMUM FROM BOTTOM
OF THE TREE GRATE TO
TOP OF THE ROOT BALL.
ADJACENT STREET
& CURBING WHERE
OCCURS
SUBGRADE
' ' ' '
~--EROSION CONTROL MATERIAL ON SLOPE,
TYP. REFER TO SPECIFICATIONS FOR TYPE.
~--LAY BACK SLOPE ALONG UPHILL SIDE OF
PLANTING PIT, TYPICAL. MAX. 1:1 SLOPE.
SHADE/FLOWERING TREE, SET PLUMB. REFER
TO PLANT LIST AND SPECIFICATIONS FOR FORM
SPECIES, BRANCHING CHARACTER, HEIGHT,
SPREAD, AND/OR CALIPER REQUIREMENTS.
NURSERY STOCK PER ANSI Z60.1 STANDARDS.
6 VINE PLANTING
N.T.S.
3 TREE PLANTING
IN TREE GRATE
N.T.S.
1 TREE PLANTING ON SLOPE
N.T.S.
7
EROSION CONTROL MATERIAL ON
SLOPE, TYP. REFER TO
SPECIFICATIONS FOR TYPE.
LAY BACK SLOPE ALONG
UPHILL SIDE OF PLANTING
PIT, TYPICAL.
MAX.1:1 SLOPE
MULCH LAYER, TYP. REFER TO
SPECIFICATIONS FOR TYPE
AND COVERAGE DEPTH. HOLD
MULCH AWAY FROM BASE OF
SHRUB, TYPICAL.
SHRUB, SET PLUMB. REFER TO
PLANT LIST AND SPECIFICATIONS
FOR SPECIES, FORM, HEIGHT,
AND/OR SPREAD REQUIREMENTS.
SHRUB PLANTING ON SLOPE
N.T.S.
---SHADE/FLOWERING TREE. REFER TO TREE
PLANTING DETAIL, TYPICAL.
TREE TIE, TYPICAL. PROVIDE IN LENGTH,
SIZE, QUANTITY, AND TYPE PER
SPECIFICATIONS. ATTACH FIRMLY TO
WOODEN TREE STAKE WITH TREE TIE
NAIL, TYPICAL.
PROVIDE STAKE LENGTHS AND SECURE
TIES AT LOWEST LEVEL AT WHICH THE
TREE CAN BE ADEQUATELY SUPPORTED.
MAX. HEIGHT AT 3/4 OF THE HEIGHT OF
THE TREE.
_,,--WOODEN TREE STAKE, SET PLUMB, TYP.
DRIVE FIRMLY (MIN 1'-6" DEEP) INTO
SUBGRADE PRIOR TO BACKFILLING
PLANTING PIT. TYPE, SIZE, AND QUANTITY
PER SPECIFICATIONS.
r------MULCH LAYER. REFER TO SPECIFICATIONS.
4
--SHADE/FLOWERING TREE, SET PLUMB. REFER TO
PLANT LIST AND SPECIFICATIONS FOR FORM SPECIES,
BRANCHING CHARACTER, HEIGHT, SPREAD, AND/OR
CALIPER REQUIREMENTS. NURSERY STOCK PER ANSI
260.1 STANDARDS.
TREE ROOT AERATION UNIT. REFER TO SPECS FOR
TYPE AND QUANTITY PER TREE, TYPICAL.
MULCH LAYER. REFER TO SPECIFICATIONS FOR TYPE
AND COVERAGE DEPTH, TYPICAL. HOLD MULCH AWAY '/c<£~ FROM TRUNK OF TREE.
AMENDED PLANTING BACKFILL MIXTURE.
REFER TO SPECIFICATIONS. WATER AND
TAMP ACCORDINGLY TO REMOVE AIR
POCKETS.
--3" DEEP WATERING BASIN, ABOVE FIN.
GRADE.
--PLANTING TABLET, TYPICAL. REFER TO
SPECS FOR TYPE AND APPLICATION RATE.
TREE PLANTING
N.T.S.
------MULCH LAYER, TYPICAL. REFER TO
SPECS FOR TYPE AND COVERAGE
DEPTH, TYPICAL. HOLD MULCH AWAY
FROM TRUNK OF TREE.
------TRUNK OF TREE, TYPICAL. REFER
TO PLANT LIST & SPECIFICATIONS
FOR SPECIES, FORM, HEIGHT,
AND/OR SPREAD REQUIREMENTS.
-~-.1-.--SHOVEL-CUT EDGE OF TURF
, . GRASS, TYPICAL.
. ') · . EDGE SHALL FORM A CRISP, RADIAL
l_ PATTERN WITH NO IRREGULAR, WAW
. : · \ . . EDGES. EDGE DIAMETER IS
;;J CONTINGENT ON THE CONTAINER SIZE
-v-· -~---~.-. · · · · · OF THE TREE, TYPICAL, , , ·.•.· ~rl_. /V _____ ____,,c-,---CONTAIN THE TREE'S 3" DEEP
j ') WATERING BASIN ENTIRELY WITHIN
THE MULCH LAYER AREA, TYPICAL.
,~-TURF GRASS PLANTING, TYPICAL.
2
CENTER OF GROUND COVER PLANT,
TYPICAL. REFER TO PLANT LIST AND
SPECIFICATIONS FOR TYPE AND ON-CENTER
(O.C.) SPACING.
PROVIDE TRIANGULAR SPACING FOR
OPTIMUM COVERAGE, TYPICAL.
PLANTS SHALL BE OFFSET FROM
EDGE OF PAVING, WALLS, OR
BUILDING FACADE PER THE O.C.
SPACING DISTANCE. REFER TO
PLANT LIST AND SPECIFICATIONS.
EDGE OF PAVING, WALL OR
BUILDING FACADE.
GROUND COVER SPACING DIAGRAM
N.T.S.
--",r"' . .-,
I= <: ,___,,,q::: __ 3" DEEP WATERING BASIN, TYP.
REFER TO PLANT LIST &
SPECIFICATIONS FOR TYPE AND
APPF?O VEO FOR
/RR/GA TIO/\/ A/\/O PLAN TING
O/\/L Y, INCLUDING PREC'/SE
LOCATION OF PLANTING
AREA.
-11-1 ' ±n't--AMENDED PLANTING BACKFILL MIXTURE, TYP.
: : :'.t-t-1-=--PLANTING TABLET, TYPICAL
I I I 11 >: ~~--;~~-ii~N6~~1[IT. REFER TO TREE
I I , i"'isc--UNDISTURBED NATIVE SUBGRADE SOIL.
I I Ii _ ,Fc-lC.Lc"""'"-----TREE ROOT AERATION UNIT. REFER TO
TREE PLANTING DETAIL.
8 TREE STAKING-WOODEN STAKE
(FOR TREES UP TO 3" CALIPER)
N.T.S.
5
INSTALLATION REQUIREMENTS
(SEED/SOD/ PLUGS/STOLONS/ETC.)
_ v · --·-· "--,=-SPECIFIED CONTAINER SIZE OF
TREE, TYPICAL.
;'----EXCAVATED PLANTING HOLE FOR
TREE. REFER TO TREE PLANTING
DETAIL (TYPICALLY AT 2X CONTAINER
SIZE OF TREE).
TREE MULCHING IN TURF GRASS
N.T.S.
"AS BUILT"
RCE EXP. DATE
REVIEWED BY:
L-510 INSPECTOR DATE
~ C.lTY OF' CAf{LSBAD CTr] PLANNING DIVISION
LANLJSCAl,E: IMPIWVE:ME:N'l' PLANS F'OK
_ \,f>.NDSC..qp
-.) .
-----•,,y':::=\
\g
i'l--,',----,4;_:::;...,;"-4.J,.J -I
*
t' GP.,\..W
P ACIF'IC f{LDC E: SCfIOO.L
~=----'l '-"'lff~c :;-/ l \ 1 ST CITY REVIEW 2-7-201 ◄
, _ 0 ~ ~i~ BUR~,~~ ' , :;t-% q: $.,\1-----t---1----------------+-----+-------il----+----I
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Planting Details
APPROVED:
'L ".(c""""'-1=1 // PLANNING
8L.11nettl.1;ndf<WJte1 \\ / . . >----+----+-------------------+-----+----1-----+----I ~;:::::==;::====:::;--;=========::::;;======:
L);,(f..:J.HJJ(JfT((.~ . ~:> e. -ll/\11/,.w·~'-"'"(" DWN BY:
1~IWl>l'l"'1111r-..«1 ~t. -..,__~ ()~ DATE INITIAL DATE INITIAL DATE INITIAL
1 .. 1lW,,,.CA.!llQL t_" OF Cfl.l\~ -CHKD BY:
,.,,.,,., DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: u~, .. ,.,im Expiration Date: ~3..1.:2.Q.15-
PROJECT NO. DRAWING NO.
CUP-06-11 (B) 445-2Q
~ ~ ' -. , -,.,t ~/,1. •-", ~
~i= .. _1111111•1111111--111111111111 _____________________________ 111111111111111111------------•--11111111111111111111111111111111111111111111-111111------------------------------------------------------------------------------------------------------• 4TH CITY BUILDING DEPARTMENT SUBMITTAL, APRIL 11, 201◄
" ·' . · ..
GENERAL NOTES
RECYCLED WATER NOTES RECYCLED WATER SYSTEM (PRIVATE) REFER TO DRAWING NO. 445-2P PACIFIC RIDGE SCHOOL PHASE 2 /RR/GA TION PLAN
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER
DISTRICT'S RULES AND REGULATIONS.
2. DRINKING WATER FOUNTAINS AND DESIGNATED OUTDOOR EA TING AREAS SHALL BE
PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST OR MISTING.
SHEET TITLE
COVER SHEET
IRRIG. LEGEND & NOTES
/RR/GA T/ON PLANS
/RR/GA T/ON DETAILS
SHEET NUMBER
18 0
19
20 <
21 3. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE
BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVER-SPRAY, AND MISTING.
4. HOSE BIBS ARE STRICTLY PROHIBITED. SIGNAGE NOTES 6269 EL FUERTE STREET M[AP /RR/GA T/ON DETAILS & /RR/GA TION PLAN 22 N
I
5. CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES
ARE STRICTLY PROHIBITED.
6. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL
OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT.
7. ALL MAINLINE PIPES SHALL HA VE WARNING TAPE PER CARLSBAD MUNICIPAL WATER
DISTRICT'S RULES AND REGULATIONS.
8. 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 DESIGNATED
. USER SUPERVISOR. /RR/GA T/ON 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 CMWD 'S RULES AND REGULATIONS.
10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED
WATER, WHETHER BY WIND BLOWN SPRAY OR BY DIRECT APPL/CATION THROUGH
/RR/GA TION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCT/ON
PRACTICE OR SYSTEM OPERA T/ON IS STRICTLY PROHIBITED.
11. /RR/GA TION HEADS SHALL BE RELOCATED OR ADJUSTED TO MINIMIZE OR EL/MINA TE OVER-
SPRA YING ON SIDEWALKS, STREETS AND NON-DESIGN A TED 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 AND REGULATIONS.
13. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES,
ETC.) SHALL BE COLOR-CODED PURPLE PER AWWA GUIDELINES AND SECTION 116815 OF
THE CALIFORNIA HEAL TH AND SAFETY CODE.
14. ALL /RR/GA T/ON 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 WATER
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
APART OR AS DIRECTED BY THE PROJECT ENGINEER AND/OR REGULATORY AGENCY.
MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT PIPE CENTERLINES.
16. CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE INCHES
BELOW POTABLE WATER LINES AND MAINTAIN AT LEAST TWELVE INCHES 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 WITHIN AN APPROVED PROTECTIVE
SLEEVE AS PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS.
18. THE REQUIRED CROSS-CONNECTION SHUTDOWN TEST SHALL BE DONE BY THE CARLSBAD
MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF
ENVIRONMENTAL HEALTH.
19. THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY. EITHER THE
20.
21.
, CARLSBAD MUNICIPAL WATER DISTRICT AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF
•ENVIRONMENTAL HEALTH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE
NON-INSPECTING PARTY.
THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK" SIGN
SHALL BE CALLED OUT ON THE PLANS.
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 AND REGULATIONS AND THE SPECIFIC
REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH
CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE CARLSBAD MUNICIPAL WATER
DISTRICT.
IN CASE OF EMERGENCY CONTACT GAMA RAMIREZ OR PEYTON BRAY AT 760.448.9820
OR AFTER HOURS CONTACT PEYTON BRAY @ 484.860.0068 OR BOB OGLE @ 619.876.0120
22. • ALL_ PUBLIC AND PR/VA TE POTABLE WATER MAINS INCLUDING FIRE MAINS AND ANY
WATER WELLS AND WATER COURSES WITHIN THE RECYCLED WATER PROJECT SHALL BE
SHOWN ON THE PLANS.
23. CALL OUT ON THE PLANS IF -THERE ARE OR ARE NOT DRINKING FOUNTAINS AND/OR
DESIGNATED OUTDOOR EA TING AREAS ON THE SITE.
24. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS /RR/GA TED
WITH RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY
DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS.
25. ALL /RR/GA T/ON BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER ANO
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 http: //www.carlsbadca.gov/services/departments/water /Documents/
recyc/edwaterbackflowtesterlist.pdf for recycled or http: //www.carlsbadca.gov/services/
departments/water/Documents/waterbackflowtesterlist.pdf for potable or call 438-2722.
/---BLACI'. LOGO
; ,-PURPLE BACKROUND
/ / , I ,----1·· BL,\CK LC rTEW,
THE FOLLOWING GUIDELINES FOR THE USE OF RECYCLED WATER ARE TO BE PERMANENTLY
POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EAS/L Y VISIBLE. PLACE
ON 8-1/2" X 11" SIZED SIGN.
COLOR: PURPLE BACKGROUND WITH BLACK LETTERING.
1. GUIDELINES FOR RECYCLED WATER USE
A. /RR/GA TE BETWEEN THE HOURS OF 10: 00 P.M. AND 6: 00 A.M. ONLY. WATERING
OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED
SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT
UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE .
B. /RR/GA TE 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 RA TE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE
EFFICIENT SCHEDULING OF THE AU TOMA TIC CONTROL CLOCKS, (I.E., EMPLOYING
THE REPEAT FUNCTION TO BREAK UP THE TOTAL /RR/GA TION TIME INTO CYCLES
THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION).
C. ADJUST SPRAY HEADS TO ELIM/NA TE OVERSPRA Y ONTO AREAS NOT UNDER THE
CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PR/VA TE 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. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR EDUCATING EACH EMPLOYEE
AND ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS, REGARDING THE
PRESENCE OF RECYCLED WATER. MAINTENANCE PERSONNEL MUST BE INFORMED
THAT 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.
G.
1. ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED
WITH /DENT/FICA TION TAGS.
2.
A. TAGS SHALL BE WEATHERPROOF 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 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 OR
2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP
OR
3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT.
ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER
SPRINKLER HEADS.
EACH AU TOMA TIC CONTROLLER AND ITS_ ASSOC/A TED . 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" HIGH ON A
PURPLE BACKROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY
SEEN BY ANY OPERA T/ONS PERSONNEL UTILIZING THE EQUIPMENT.
DECLARATION OF RESPONSIBLE CHARGE:
I HEREBY DECLARE THAT I AM LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT, THAT I
HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN
SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS
CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIF/CATIONS BY THE
CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED
TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LANDSCAPE ARCHITECT OF WORK, OF
MY RESPONSIBILITIES FOR PROJECT DESIGN.
THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED
LAN SCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL
CONDITIONS OF APPROVAL RELATED TO LANDSCAPING.
FIRM NAME & ADDRESS:
PHONE NO:
BURNETT LAND & WATER
1545 KETTNER BOULEVARD
SAN DIEGO, CA 92101 I
( __lli__) --'4-"-0"-5-_9"--'3'--'0,_-,3:..__ __ ~--~
REGISTRATION NO: 3514 EXP/RATION DA 1E: -~~~~-----
NOTE: A SEPARATE CITY REVIEW AND APPROVAL IS REQUIRED FOR ANY
PORTIONS OF THESE PLANS REQUIRING A BUILDING PERMIT. CITY APPROVAL
OF THESE PLANS IS FOR LANDSCAPE PLANTING AND IRRIGATION ONLY.
I / / '6" / r---------~~~---~-----In Order to Conser'/e Water ...
FINAL AS-BUILT PLANS SHALL BE REVIEWED AND .APPROVED BY THE CITY
PRIOR TO RELEASE OF SECURITIES.
/ (M.T.S.) /
I I / W1\RNlr•IG RECYCLED WATER
DO NOT DF!INK
RtCYCLED WATER z
RECYCLED
WATER
IN USE
NO TOME
EL AGU1\
APPROVED FOR IRRIGATIOl\l AND
PLANTING Ol\lL Y, ll\lCLUDING
PRECISE LOCAT!Ol\l OF PLANTING
AREA
lZZ2I • -
WATER EFFICIENT LANDSCAPE DECLARATION:
I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND /RR/GA TION PLANS CONTAINED IN THE CITY
OF CARLSBAD'S LANDSCAPE MANUAL & WATER EFFICIENT LANDSCAPE REGULATIONS. I HA VE PREPARED
THIS PLAN "/N COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL. I CERTIFY THAT THE
PLAN IMPLEMENTS THOSE REGULATIONS T°l?Df EFFICIENT USE OF WATER.
BY: LAURA BURNETT h /~ -1/
_ PHONE NO: ( __lli__) 4-"0,,_5-_9"'3'--'0'-=3:..__--fi'-L._--f---
REGISTRATION NO: 5.31.15
,SITE MAP
INSPECTION PROCEDURES:
~
<
0
N
INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF THE WORK, OR HIS
DESIGNATED AGENT. REFER TO THE SPECIF/CATIONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS AND
REQUIRED SUBMITTAL$.
FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF THE WORK WILL CERTIFY THAT THE
INSTALLA T/ON HAS 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.
_ _,3'-"'5'-"14:r___--117/ EXP/RA Tf::_,,-rE:
CITY OF OCEANSIDE DI RT INSPECTION PROCEDURES HIGHWAY 78
2.
DISTRICT CONSTRUCTION INSPECTION SHALL INCLUDE:
A REQUIRED SEPARATION BETWEEN POTABLE AND RECYCLED WATER
LINES (HOR/ZONTALL Y AND VERT/CALLY).
B. PIPE /DENT/FICA T/ON.
C. SLEEVING AT CROSSINGS.
D. . APPROPRIATE MATERIALS AND MARKINGS, INCLUDING PROPER QUICK
COUPLERS.
AN APPROVAL LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE
OBTAINED FROM THE CITY AND THE DISTRICT, AND BE FORWARDED TO THE COUNTY
HEAL TH DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL.
DISTRICT FINAL INSPECTION SHALL INCLUDE:
A S/GNAGE INSTALLED PER PLAN.
B. CONTROLLER STICKERS.
C. TAGGING OF VALVES.
D. COVERAGE TEST AFTER COMPLETION 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.
H. CROSS-CONNECTION TEST IF REQUIRED.
I. COLOR CODED, LAMINA TED CHARTS INSIDE EACH CONTROLLER.
REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER,
CITY ENGINEER AND DISTRICT ENGINEER PRIOR TO
IMPLEMENTATION IN FIELD.
1..:..---,,f,-..,....,L..L/.-I --<
OF c,t,iJ"
CITY OF ENCINITAS
VICINITY MAP
NOT ro
SCALE
VISTA
CITY OF ..____....,LI SAN MARCOS
DIAL TOLL FREE
1-B00-422-4133
AT LEAST TWO DAYS
BEFORE YOU DIG
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
APPROVED FOR
!RR/GA TION AND PLAN TING
ONLY, INCLUDING PRECISE
LOCATION OF PLAN TING
AREA.
II AS BUILT"
RCE __ ___ EXP. ___ _ DATE
REVIEWED BY,
~h\SH HAl•IDS AFTEFJ CONTACTING
LAVESE\su,; MANOS DESPUES DE USAR
CARLSBAD MUNICIPAL WATER DISTRICT PACIFIC RIDGE SCHOOL
~------------\'-,----°"---'-,,----~-----· _L
···-.• _ 1" BLI\CK LETTER·:;
1::!" X ~JG" SIZE
.O.:l::' ALUMINUM, .06Cl ABS PLASTIC
OF< '.3TICl<--ON 1/II\/YL Sl(;l•IS
\ __ · 2" tlLACI< LET FEW,
C: \DRAWlNG FILES TITLE SHEEfS\CLSB-IP.OWG REVISED: 5/15/2012
WASH HAr-/0':i AFTEI? CONTN..:nNG
.1__ LAVESE SUS MMl1JS OESPUES OE USAH
78" X 18" SIZE
.0.32 ALUf,ll~IIJM, .060 ABS l'Lx,;rIr~
OR SllCK-0~I 1/I1-i'(l. SIG~IS
COUNTY OF SAN DIEGO
DEPARTMENT OF ENVIRONMENTAL HEALTH
LAND AMO WATER QUALITY DIVISION
~~
GLENN LEEKS
ENVIRONMEMTAL HEALTH SPECIALIST
DATE
Bui11e1t Lind & Yt.1te1
I.N1(6(.lpfAAJl:1 lC1l.'1t
!~lt£!tnol lo1r'Hld. s ... u.,,,c,o. um
t,i)~t)<>l
DATE INITIAL
~SIGNER OF '//ORK REVISION DESCRIPTION
I APPROVED:
PLANNING
ti«\ C:r:, ~l\~JI: i.";-1-~t
D BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: CUP-06-11 B 445-2Q OTHER APPROVAL Cl TY APPROVAL RVWD BY:
4TH CITY BUILDING DEPARTMENT SUBMITTAL, APRIL 11TH, 2014
' ', , " .... -•·-_,_
NOTES LANDSCAPE IRRIGATION WATER ANALYSIS IRRIGATION
IRRIGATION MATERIAL LEGEND
' 1. ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY SYMBOL PROJECT NAME: Pacific Ridge School
Q T H F MANUFACT. MODEL NO./ DESCRIPTION GPM PSI RADIUS PR (TRI.) DETAIL INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR.
PROJECT ADDRESS: 6269 El Fuerte St THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK, THE
Carlsbad, CA 92009 2,
"-A HUNTER PROS-06-PRS30-CV-R POP-UP TURF HEAD W/ 5Ql5H NOZZLES ,12, ,23 30 5 FT 2.05 IN./HR. A LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE
PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE, <, ~ ~ • HUNTER PROS-06-PRS30-CV-R POP-UP TURF HEAD W/ 8Q/8T/8H/8F NOZZLES ,24, ,32, .47, .97 30 8 FT 1.69 IN./HR. A POINT OF CONNECTION NUMBER: 1
CONTROLLER NUMBER OR LETTER: A 3, THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK.
b ~ ~ w HUNTER PROS-06-PRS30-CV-R POP-UP TURF HEAD W/ 10Q/10Tl10H/10F NOZZLES .42, .57, .88, 1.59 30 10 FT 1.77 IN./HR. A
4, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK.
D ['] D lH HUNTER PROS-06-PRS30-CV-R POP-UP TURF HEAD W/ 12Qi'l2T/12H/12F NOZZLES ,67, ,89, 1.30, 2.70 30 12 FT 2.09 IN./HR. A REFERENCE EVAPOTRANSPIRATION RATE (Eto): 47,0 INCHES/YEAR
, 5, THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED WITHIN PLANTING
~ ~ ~ ■ HUNTER PROS-06-PRS30-CV-R POP-UP TURF HEAD W/ '15Q/15T/15H/15F NOZZLES TOTAL OF HYDROZONE AREAS (HA): 0 SQUARE FEET AREAS. .97, 1.30, 1.86, 3.75 30 15 FT 1.85 IN./HR. A
TOTAL OF SPECIAL LANDSCAPE AREAS (SLA): 41,238 SQUARE FEET 6, THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN 6 !:.ii HUNTER PROS-06-PRS30-CV-R POP-UP TURF HEAD W/ LCS/RCS/SS530 NOZZLES .65, 1.30 30 4X15 FT 2.41 IN./HR. A CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE 4X30 FT TOTAL LANDSCAPE AREAS (LA): ' 41,238 SQUARE FEET ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY &;I El ~ HUNTER PGP-04-CV-R WI NOZZLES .75SR/1.5SR/3.0SR POP-UP TURF ROTOR HEAD 0.68, 1.30, 2.70 40 20 FT 0.75 IN./HR. A FIELD CHANGES DEEMED NECESSARY BY THE OWNER.
~ ~ [QJ MAXIMUM APPLIED WATER ALLOWANCE:
HUNTER PGP-04-CV-R WI NOZZLES 1.5/2.5/5.0 POP-UP TURF ROTOR HEAD 1.45, 2.30, 4.75 40 27 FT 0.73 IN./HR. A 7, INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY,
TOTALMAWA = (Eto)x(0.62)x[(0.7xLA)+(0,3xSLA)] = 1,201,675 COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. ~ l!l!I ~ HUNTER PGP-04-CV-R W/ NOZZLES 2.0/4.0/8.0 POP-UP TURF ROTOR HEAD 1.85, 3.75, 7.50 40 34 FT 0.72 INJHR. A GALLONS/ YEAR
8, ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTER AND THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY
'v HUNTER PROS-06-PRS30-CV-R POP-UP BUBBLER HEAD WI PCN-50 BUBBLE NOZZLE, .50 (1.0) 30 NIA N/A A ESTIMATED APPLIED WATER USED: THE OWNER'S AUTHORIZED REPRESENTATIVE.
EACH SYMBOL REPRESENTS TWO BUBBLERS PER TREE, PLACE BUBBLERS AT
EDGE OF ROOTBALL ON OPPOSITE SIDES OF TREE TYPICAL. TOTALEAWU = (Eto) X (0.62) X [((PF X HA)/IE) + SLA] = 1,201,675 9. CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE FROM CONTROLLER ALONG ENTIRETY OF MAIN LINE TO THE LAST RCV ON EACH AND EVERY
GALLONS/ YEAR LEG OF MAIN LINE. LABEL SPARE WIRES AT BOTH ENDS. ,, HUNTER DEEP WELL BUBBLER WITH A PCN-50 BUBBLE NOZZLE ON A SCH, 40 RISER, PLACE .50 (1.0) 30 NIA N/A T 10, ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARR_IED. SEE LEGEND FOR TYPE. ALL WIRE UNDER
BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE SIDES OF TREE TYPICAL. INSTALL HYDROZONE AREA (HA) CALCULATIONS FOR HYDROZONES: PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED TO EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A
WITH RCW TAG ON RISER EACH SYMBOL REPRESENTS TWO BUBBLERS PER TREE. MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING.
AREA PLANT HYDROZONE IRRIGATION 11. ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL QUICK COUPLER i ~ TORO RGP-2-12-E DL2000 DRIP TUBING W/ .5 GPH EMITTERS 12" ON CENTER, INSTALL TUBING ROWS A MAXIMUM OF '16" APART B,C,D HYDROZONE DESCRIPTION (SFT) FACTOR(PF) AREA(HA) EFFICIENCY (IE) AND REMOTE CONTROL VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL QUICK COUPLER AND REMOTE CONTROL IN SHRUB AREAS. ALL TUBING SHALL BE INSTALLED 4" BELOW FINISHED SOIL GRADE W/ 9" WIRE STAKES : __ , ----, FIVE (5) FEET ON CENTER; VERIFY THE LAYOUT AND SPACING IN THE FIELD PRIOR TO STARTING WORK HYDROZONE #1: TURF AREA WITH SPRAY HEADS 0 0.80 0 0.550 VALVES WITHIN 18" OF HARDSCAPE.
HYDROZONE #2: TURF AREA WITH ROTOR HEADS 0 0.80 0 0.700 12. ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS, ALL HEADS ARE TO BE ADJUSTED TO PREVENT ----TORO "LOC-EZE" FITTINGS WITH PVC TEE OR ELL FITTINGS FOR CONNECTION BETWEEN PVC LATERAL LINES AND DRIP TUBING B,C,D OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIS INCLUDES, BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR
HYDROZONE #3: SHRUB AREA WITH INLINE DRIP TUBING 0 0.40 0 0,800 ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS
NO SYMBOL TORO ALL CONNECTIONS BETWEEN DRIP TUBING SHALL BE MADE USING "LOC-EZE" FITTINGS B,C,D AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS.
HYDROZONE #4: TURF AREA WITH INLINE DRIP TUBING 0 0.80 0 0.800
® LASCO 1/2" SCH, 40 PVC BALL VALVE WITH SLIP ENDS AND A LASCO MHT-102 314" MHY X ·t/2" SLIP ADAPTER WITH A LASCO FHT-301 D,E 13, CONTRACTOR SHALL INSTALL ADDITIONAL CHECK VALVES TO HEADS AND LATERALS AS REQUIRED TO PREVENT LOW HEAD DRAINAGE.
HOSE THREAD CAP FOR USE AS A DRIP TUBING FLUSH VALVE. SEE PLANS FOR LOCATIONS. INSTALL INSIDE A 10" ROUND VALVE BOX TOTAL OF ALL HYDROZONE AREAS (HA) ON THE PROJECT: 0 0
14. THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER AND RELATED EQUIPMENT PER MANUFACTURERS (OLD CASTLE CARSON #L-910) CALCULATED AVERAGE IRRIGATION EFFICIENCY OF ALL HYDROZONE AREAS: 0.710 SPECIFICATIONS. SWEENEY AND ASSOCIATES RECOMMENDS MEASURING FOR PROPER GROUND AT LEAST ONCE ANNUALLY, AND NECESSARY
® T-YD-500-34 AIR/VACUUM RELIEF VALVE INSTALLED w·ITH A T-FTF16 COMBINATION TEE, INSTALL AIR RELIEF VALVE ASSEMBLY
ADJUSTMENTS MADE TO COMPLY WITH MANUFACTURER SPECIFICATIONS. TORO D,F
INSIDE A 6" ROUND VALVE BOX AT THE HIGH POINT OF EACH PLANTER, MIN. 1 ARV PER 500' OF DRIPLINE. USING AIR RELIEF LATERAL, AREA PLANT HYDROZONE IRRIGATION
' SPECIAL LANDSCAPE AREA DESCRIPTION (SFT) FACTOR(PF) AREA (HA) EFFICIENCY (IE) CONNECT AIR RELIEF VALVE TO ALL DRIPLINE LATERALS WITHIN THE ELEVATED AREA.MULTIPLE ARV'S SHALL BE REQUIRED PER RCV
WITHIN UNDULATING AREAS, VERIFY QUANTITY PRIOR TO STARTING WORK, INSTALL VALVE BOX 18" FROM PAVING AND AT HIGH POINTS SLA #1: ACTIVE PLAY TURF AREA WITH SPRAY HEADS 3,369 N/A N/A N/A IRRIGATION CONTROLLER RUN TIMES
OF PLANTER AREA. INSTALL ALL AIR VACUUM RELIEF EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS.
SLA#2: ACTIVE PLAY TURF AREA WITH ROTOR HEADS 5,379 N/A N/A N/A POC or Controller JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC Total I Avg. -LASCO SLO-CLOSE SCH. 80 PVC TRUE-UNION BALL VALVE WITH SOLVENT WELD CONNECTIONS, LINE SIZE G,R F ETo / Month (Inches): 2.20 2.70 340 3.70 4.90 4.60 4.60 5.10 4.10 3.30 240 2.00 43.00
SLA#3: SHRUB AREA WITH INLINE DRIP TUBING 30,176 N/A N/A N/A ETo I Day (Inches): 0.07 0.10 0.11 0.12 0.16 0.15 0.15 0.16 0, 14 0.11 0.08 0.06 0.12
@ HUNTER HQ-44LRC-AW QUICK COUPLER VALVE WITH PURPLE COi/ER AND ACME THREADS, INSTALL WITHIN 10" ROUND VALVE BOX, INSTALL WITHIN H,R Irrigation Days/ Week: 2 2 3 3 5 5 , 6 6 5 3 2 2
MANIFOLD DOWNSTREAM OF LASCO SLO-CLOSE SCH. 80 ISOLATION VALVE SIZE TO MATCH LARGEST RCV LATERAL LINE IN MANIFOLD SLA#4: TURF AREA WITH INLINE DRIP TUBING 2,314 N/A N/A N/A
TOTAL SPECIAL LANDSCAPE AREAS (SLA) ON PROJECT: 41,238 Plant/ lrrig. Type AKc I Pr Rate I IE JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC • HUNTER ICV-XX1G-AS-FS (1", 1 1/2", 2") SERIES PRESSURE REGULATED,PLASTIC REMOTE CONTROL VALVE, SIZE AS SHOWN, INSTALL WITHIN l,R Turf I 0,80 I 0.75 I 0.80 19,9 I 27.0 20,5 I 23.0 17.7 17.2 13,8 15.4 15.3 19,9 22.4 18.1 Min./Day/Zone MANIFOLD DOWNSTREAM OF LASCO SLO-CLOSE SCH. 80 ISOLATION VALVE SIZE TO MATCH LARGEST RCV LATERAL LINE IN MANIFOLD Rotors Number of Zones: I 2 39_7 54,0 40,9 46,0 35.4 34.3 27,7 30.7 30,6 39.7 44.8 36.1 Total Min./Day
~~ HUNTER/ ON THE DOWNSTREAM SIDE OF EACH DRIP RCV ICV-1X1 G-FS (1 ", 1 1/2") SERIES DRIP REMOTE CONTROL VALVE ASSEMBLY, SIZE AS J,R I WATER PRESSURE LOSS CALCULATIONS I Turf I 0,80 I 1.74 I 0.63 11.0 I 14.9 11.3 12.7 9,8 9.5 7.6 8.5 8.4 11.0 12.4 10.0 Min./Day/Zone TORO/ SHOWN, INSTALL TORO T-ALFD10150-L, 1" DISC FILTER AND SENNINGER PRESSURE REGULA TOR PMR-MF-40 FOR DEMANDS LESS THAN 18 WATER METER NUMBER 1 WATER METER SIZE (Inches) 1.50 Spray Number of Zones: I 3 32.9 44.7 33.9 38,1 29.3 28.4 22.9 25.4 25.3 32.9 37.1 29.9 Total Min./Day SENNINGER GPM, TORO T-ALFD15150-L 11/2" DISC FILTER AND SENN I NG ER PR-HF-40 PRESSURE REGULATOR FOR DEMANDS GREATER THAN 18 GPM. HYDRAULIC GRADE LINE (FT) 506 WATER METER ELEVATION (FT) 220 ,
INSTALL BOTH, INSTALL WITHIN MANIFOLD DOWNSTREAM OF LASCO SLO-CLOSE SCH, 80 ISOLATION VALVE SIZE TO MATCH LARGEST RCV ELEVATION DIFFERENCE (FT) 286 STATIC PRESSURE (PSI) I 124.0 Turf 0.80 I 0.77 I 0.90 I 17.2 23.4 17.7 I 19,9 15,3 I 14,9 12.0 13.3 13.3 17,2 194 15.6 Min.lDaylZone LATERAL LINE IN MANIFOLD REMOTE CONTROL VALVE# 23 REMOTE CONTROL VALVE SIZE (In.) 1.50 Drip Tubing Number of Zones: I 1 17.2 23.4 17.7 19.9 15.3 14.9 12.0 13.3 13.3 17.2 19.4 15.6 Total Min./Day
[;] EXISTING EXISTING RELOCATED CONTROLLERS, RELOCATE AS INDICATED ON THE PLANS K RC.V. DEMAND (GPM) 25 TOTAL DEMAND (GPM) I 25
HIGHEST HEAD SERVED (FT) 254 STATIC PRESSURE AT HIGHEST HEAD 109.1 Shrubs I 040 I 0.73 I 0.90 9.1 12.3 9,3 I 10.5 8.1 I 7,8 6.3 7.0 7.0 9.1 10.2 8.2 Min,/DaylZone
AS APPROVED PURPLE RECYCLED PVC PIPE 3/4" -3" SCH. 40 AS LATERAL LINES 12" BELOW GRADE L ' PRESSURE LOSS CALCULATION IS PROVIDED FOR THIS PROJECT Drip Tubing Number of Zones: I 16 145.2 197.3 149,6 168.2 129.3 125.5 101.2 112.2 111.8 145.2 163.7 132.0 Total Min./Day
----AS APPROVED PURPLE RECYCLED PVC PIPE 2 1/2" CL. 315 SOLVENT WELD AS MAINLINES 18" BELOW GRADE L,O • sweeney + associates BY SWEENEY & ASSOCIATES, INC. UNAUTHORIZED USE BY ANY
OTHER PERSON, COMPANY OR PROJECT IS FORBIDDEN WITHOUT Trees I 1.00 I 3.00 I 0.90 5.5 I 7.5 5.7 I 6.4 4.9 I 4.8 3.8 4.3 4.3 5.5 6.2 5.0 Min./Day/Zone
•Ol!l<i,l.'lll!I (,!:,I(,;!, ~:,l) co·nuo1F1~-Number of Zones: I 9 49.7 67.5 51.2 57,6 44,3 42,9 34.6 38.4 38,3 49.7 56.0 45.2 Total Min./Day ----AS APPROVED PVC PIPE SCH. 40 AS SLEEVING, 2.5 TIMES THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED M WRITTEN PERMISSION. Bubble rs ----I
PLACE BELOW ALL PAVING, HARDSCAPE ETC. AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. SIZE (Inches) DESCRIPTION i I FLOW # LOSS Total Number of Zones: I 31 285 387 293 330 254 246 198 220 219 285 321 259 Total Min./Day
NO SYMBOL LASCO ALL FITTINGS USED WITH SOLVENT WELD MAINLINE PIPE SHALL BE SCH. 80 PVC FITTINGS, GREY IN COLOR, AND SIZED TO MATCH THE N/A 1.50 SERI/ICE LINE (50 FT OF TYPE K COPPER) 25 1 1.50 PSI Total Controller Run Time in Hours: 4.74 6.45 4.89 5.50 4.23 4.10 3,31 3,67 3.65 4.74 5.35 4.31 Total Hrs./Day
MAINLINE PIPE. ALL FITTINGS USED WITH SOLVENT WELD LATERAL LINE PIPE SHALL BE SCH. 40 PVC, WHITE IN COLOR, AND SIZED 1.50 WATER METER (COMPOUND TYPE) I 25 2 1.40 PSI JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
TO MATCH THE LATERAL LINE PIPE. ALL THREADED PVC NIPPLES SHALL BE SCH. 80 PVC PIPE WITH MOLDED THREADS. 1.50 BACKFLOW PREVENTER (RIP TYPE) I 25 3 12.00 PSI
1.50 FILTRATION (WYE FILTER) I 25 4 1.00 PSI Note: These schedules are inte.nded only for compliance with local municipal codes and the water efficient landscape ordinance. These calculations
NO SYMBOL CHRISTY'S ALL SOLVENT WELD CONNECTIONS FOR BOTH MAINLINE AND LATERAL LINE SHALL BE MADE USING THE TWO-STEP PROCESS OF PRIMER NIA 1.50 PRESSURE REGULATOR I 25 5 -PSI represent the MAXIMUM REASONABLE run times and are used to ensure that all Irrigation may be completed during the specific watering window
AND SOLVENT CEMENT. PRIMER SHALL BE LOW voe "PURPLE PRIMER", MAINLINE SOLVENT CEMENT SHALL BE LOW voe, "GRAY-HEAVY 1.50 BFD ASSEMBLY PIPING (BRASS WI 4 ELLS) 25 6 1.80 PSI allowed. These schedules do not include rainfall, site soil types, specicic exposures (shade versus sun), actual irrigation days, or specific slope
BODY" CEMENT. LATERAL LINE SOLVENT CEMENT SHALL BE LOW voe, "RED HOT BLUE GLUE" CEMENT. USE DAUBERS SIZED AT LEAST 1.25 MASTER CONTROL VALVE I 25 7 3.00 PSI position. It is solely the responsibility of the irrigation contractor to program the controller as required to apply the correct amount of irrigation
1.50 FLOW SENSOR ' I 25 8 1.00 PSI water for the landscape. All smart controllers shall be programmed using the specified ET or weather sensing equipment, satellite provided ET I
NO SYMBOL AS APPROVED IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U.L APPROVED) L,M,N 3,00 ISOLATION VALVES (BALL TYPE) I 25 9 2.00 PSI data, soil moisture sensors, and rain shut off devices as required. Contractor !$hall provide a controller schedule inside the controller cabinet prior
3.00 830 FEET OF MAINLINE: CL. 315 PVC i 25 10 0.75 PSI to final turnover of the project to the owner.
NO SYMBOL 3M DBR/Y-6 DIRECT BURIAL WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS (U.L APPROVED) N -FEET OF MAINLINE: i I -11 -PSI
FEET OF MAINLINE: i I 12 PSI NOTE: I ---
NO SYMBOL K.8.1. KSC-XXX-S SWING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV WHEN RCV IS LOWER THAN THE SPRINKLERS N/A 3,00 4 -90 DEGREE ELBOWS I 25 13 0.06 PSI THE NEW IRRIGATION MAINLINE AND VALVES SHALL BE
INSTALL WITHIN SPRINKER/DRIP ZONES AS REQUIRED TO PREVENT LOW HEAD/EMITTER DRAINAGE. 1.50 REMOTE CONTROL VALVE ASSEMBLY 25 14 1,60 PSI
10% LATERAL LINE LOSSES i i 25 15 4.00 PSI HIGHLINED AND CONNECTED TO A POTABLE WATER APPROVED FOR NO SYMBOL K.B.I. KC-XXX-S SPRING CHECK VALVE, LINE SIZE, ·J DOWNSTREAM OF EACH RCV IMMEDIATELY ABOVE FIRST LATERAL LINE TEE WHEN RCV NIA 20% FITTING LOSS (IN ADDITION TO ELBOWS SHOWN) NIA 16 0,15 PSI SOURCE PENDING SUCCESSFUL COMPLETION OF A IS HIGHER THAN THE SPRINKLERS, INSTALL WITHIN SPRINKER/DRIP ZONES AS REQUIRED TO PREVENT LOW HEAD/EMITTER DRAINAGE. 34,00 ELEVATION CHANGE (P.0,C. TO HIGHEST HEAD) NIA 17 14,72 PSI /RR/GA TION ANO PLANTING TOTAL SYSTEM PRESSURE LOSS (SUM OF #1 THRU #17) i 18 45.0 PSI CROSS-CONNECTION TEST PERFORMED BY CMWD AND
NO SYMBOL CARSON VALVE BOXES, SIZE PER EQUIPMENT LEGEND, WITH T-COVER LIDS AND CAPTIVE BOLT AND LOG-KIT. FOR ROUND AIR RELIEF VALVES USE MODEL N/A PRESSURE REQUIRED AT HEAD (OPERATING PRESSURE) I 19 40.0 PSI DEH. FINAL CONNECTION TO THE EXISTING RECYCLED ONLY, INCLUDING PRECISE 708, 10" ROUND SHALL BE MODEL 910, 12" STANDARD RECTANGULAR. SHALL BE MODEL 1419, 12"JUMBO RECT. SHALL BE MODEL 1220, SUPER TOTAL PRESSURE REQUIRED (SUM OF #18 AND #19) i 20 85,0 PSI IRRIGATION MAINLINE IS TO BE PERFORMED ONLY JUMBO SHALL BE MODEL 1324, AND SUPER JUMBO XL SHALL BE MODEL 1730. VALVE BOXES SHALL HAVE PURPLE HOPE BODY AND PURPLE LIDS. STATIC WATER PRESSURE (FROM ABOVE) i ' 21 124.0 PSI LOCATION OF PLANTING I
FOR USE IN NON-VEHICULAR TRAFFIC SITUATIONS ONLY. DO NOT INSTALL IN CONCRETE OR ASPHALT. RESIDUAL PRESSURE (SUBTRACT #20 FROM #21) I 22 39,0 PSI AFTER APPROVALS FROM CMWD AND DEH. SET PRV OR MCV AT (#20 PLUS 10 PSI) I I 23 95,0 PSI AREA.
NO SYMBOL T CHRISTY'S PURPLE RECYCLED WATER WARNING TAGS, PER WATER DISTRICT REQUIRMENTS N/A PRESSURE BOOST, IF REQUIRED (SET TO ACHIEVE 20 PSI RESIDUAL) 24 N/A PSI
* AS APPROVED RECYCLED WATER SIGNS, INSTALL QUANTITY AND LOCATIONS PER WATER DISTRICT REQUIREMENTS, UPON CROSS CONNECTION INSPECTION s REFER TO DRAWING NO. 445-2P PACIFIC RIDGE SCHOOL PHASE 2 "AS BUILT"
ADDITIONAL SIGNAGE MAY BE REQUIRED BY WATER DISTRICT IRRIGATION PLAN.
~<;:, \-~NDSC,4,ot sweene!:J + associates
RCE EXP. DATE
,,,__~ BUli',v. -1,9, 11\1\IGATION DESIGN AND CON5ULTING
c:, 514 ~..,.-w Jl./3 □ Sily C;inyori Df\Ve, !iullc C
cE ~ Murri<:tJ, C:a 'H563 REVIEWED BY: 1_ co,, soocwsm,oo ,ooacs .,, ~ '" :'I"! '' t: lnfuqj)H1~~ney,Huc.tomlt, ('.J!il)' ~(il•61:1J0
IRRMETHOD IRR METHOD DESCRIPTION a: 1/7 / ' C'> w: WNVI.\WeeneyJHOC.comj I: ('l!i I} ~(j 1·63'.i0 I VALVE SIZE r (4.1r~ · ; I VALVE FLOW (GPM) DRIP INLINE DRIP TUBING L-601 INSPECTOR DATE
ROTR POP-UP ROTOR HEADS ,. · rHf /t\ 1 ST CITY REVIEW 2-7-201 cJ'~, date / ~ CT::] CITY OF CARLSBAD ~ 1.511 SPRY POP-UP SPRAY HEADS '?~ ~ /120 35 30 -OPERATING PRESSURE (PSI) OF CAl..lrl)~ PLANNING DIVISION 9 2
/ ---------BUB1 DEEP WELL BUBBLERS 1 s 1.75 1,500 -ZONE AREA (SFT) LANDSCAPE IMPROVEMENT PLANS FOR: L L L ZONE PRECIPITATION RATE
BUBB POP-UP BUBBLERS
PACIFIC RIDGE SCHOOL ----
IRRIGATION METHOD HYDROZONE HYDROZONE DESCRIPTION /;,·:::~0)sCAz;:::<~, ~ , ,----.' ·I •,:,
HYDROZONE NUMBER I MIXED WATER USE SHRUBS IRRIGATED WI DRIP // {;j;}~-~ C . lJ 1J1r~;;':!/:~ \~
I /'0',>'f "~\·.'."', I APPROVED: ~..::,l [
I
• •• u,•, "")\ l:r-~\-1:r 2 HIGH WATER USE TURF IRRIGATED W/ POP-UP ROTORS • I ::a { :,·, ~., s:: 1 "(-1 J.,·\-~t a '1 I , FOR DRIP TUBING ZONES * f 1 * 3 HIGH WATER USE TURF IRRIGATED WI POP-UP SPRAYS 1\ \ ';-~N.trUR~·-·7 ) PLANNING " " aurnenLmd & W:iitlH \. ·. .. I i I
1,750' --LENGTH OF DRIP TUBING 4 HIGH WATER USE TUF<F IRRIGATED W/ DRIP Ldf,(JJ,'t:NCJi!!Cn.JRE \\ ,'\.. ~pr 7.\~// OWN BY: PROJECT NO. DRAWING NO. '~lfflr>,-111-.:i \: . .:! '4 /(-i'!:pJ:H:: .. \?,' ').. ~// DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: CUP-06-11 (B) 5 MEDIUM WATER USE TREES IRRIGATED W/ POP-UP BUBBLERS ,,... ca.-.,,,-:.-. ,m1 '<::f OF cfi.\.\~~_;,/ 445-20 TUBING LIIHU·"W r,~SIGNER OF WORK REVISION DESCRIPTION RVWD BY: '•<---=· OTHER APPROVAL CITY APPROVAL
6 TREES IN TREE GRATES IRRIGATED W/ DEEP WELL BUBBLERS
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4TH CITY BUILDING DEPARTMENT SUBMITTAL, APRIL 11, 2014
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LIMIT OF WORK
GYMNASIUM
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APPROXIMATE LOCATION OF EXISTING
CALSENSE 48 STATION CONTROLLER 'F' WITH
38 STATIONS CURRENTLY USED. RELOCATE AS
INDICATED ABOVE, REFER TO NOTE 'B' ABOVE
RIGHT. VERIFY ACTUAL LOCATION IN THE FIELD ---· ...
AT THE START OF WORK. MAINTAIN
AUTOMATIC OPERATION THROUGHOUT ~
CONSTRUCTION TO ALLOW FOR AUTOMATIC -----l---'-'-.A
OPERATION OF ALL EXISTING VALVES.
I
9 30
0.72 1,089
PROTECT EXISTING ADJACENT IRRIGATION
IN PLACE TYPICAL. REFER TO EXISTING
IRRIGATION NOTES.
' ----l__
I
EXISTING RECYCLED
WATER METER
900'
TUBING
DOMESTIC WATER METER, REFER TO
UTILITY PLAN FOR ACTUAL TYPE AND SIZE
NOTE A:
" ~ER~GATION CONTfl\Ol;~R; DOMESTIC WATER METER REFER TO / ---------_ -__ -----_---;;c-::_~,-----. ----._ ------. POINT OF CONNECTION SHALL A CONNECTION TO AN EXISTING RECYCLED WATER MAINLINE.
.A"',1., .. _-cR II O ::,1 ,E'~i=_~ UTILfT_!_. PLAN ~O"'R--::A._c_T_uA_L_· T-Y-P.,E_ AND SIZE. _·, __ -_-__ --= ___ ·1':,.,___., A.~'..··---.:~_-:-_-__ ;''', -------· -·----::----'·~-~ -PROTECT EXISTING ADJACENT IRRIGATION VERIFY THE ACTUAL LOCATION, SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO -_ -~--·-_ = ,,,,'.., . .:;___ -------:.~-_ IN PLACE TYPICAL. REFER TO EXISTING ·-----STARTING WORK. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS FOUND
·~·-·-_ _ IO , ...-"l'P-, =~-_ t::w,omu ... f _ /1' 1 .:._::~--~RRIGATION NOTES. ---TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELb,
-~.-_, ,,,-·~ -· ~::-j ------··---------·--· .c'":'.'O:,:~\':~,;,;,o','.,,, _ 1 ------. /'\ ~ 11 ~:::---:, DOMESTIC WATER LINE TYPICAL, REFER TO IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT AND IRRIGATION CONSULTANT SHOULD ;:=;;:::====-==--=;~~ . . , .-;::_-_-_-_-_-_-_-::_--=-= ------------·~❖:: ••• --·-----. --l I UTILITY PLAN FOR ACTUAL TYPE AND SIZE -----THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION ANY CHANGES REQUIRED BY LOW
1' 10, \ 1' -. --7 1 l /,;,~]b~vl:::c~~--:------1;1 -----f✓ ------=-----:c-.. :~~'C..~;..:~=:~;-;-:.~:-= PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
.•.•.•. ~~Ila_-. iiifitl-------,." i \__ DOMESTIC WATER BACKFLOW DEVICE TYPICAL, REFER TO UTILITY PLAN FOR -~t::;:~~~;,:-------,I '.. ---=~~ STATIC WATER PRESSURE REQUIRED 124 PSI
ACTUAL TYPE AND SIZE. THE WATER SUPPLY FOR EACH BUILDING SHALL HAVE A "'·"".','~;:•:❖,.• ••• '------41·-------. ""\ ___ DESIGN WATER PRESSURE 86 PSI
WORKING SHUT·OFF VALVE AT THE BUILDING FOR PURPOSES OF CONDUCTING THE }'\ "'"-~'·· .,;:t;,~,,.::::_: ----. ------;,<1 -----, MAXIMUM SYSTEM DEMAND 25 GPM
RE<;:UIRED ~ROSS·,?ONNECTION SHUT~_owN TEST. " "" ,,=c ~~ ~·•J-·· -----~. 111 ----e::~---,c:__-:_-c___-:::::=_ .. :.:-· -------;'' ----·--RESIDUAL WATER PRESSURE 38 PSI
APPROXIMATE LOCATION OF EXISTING CALSENSE 48 STATION CONTROLLER 'E' WITH --I. r---. ~-~------... ---!~ ;~~:1~~~~~R~~~i~ ii~iAtL~g;¢i6~ ~i ~~~l~~:~DA~BT~~Es~!~~~;~~~~E 'L iii A / 1:1 /r~~·----~~~==~CC.~c:..-=oc,===---_ ::~,,ic;~-=;;; ~~~~iATE THE TWO (2) EXISTING 48 STATION CALSENSE CONTROLLERS (E &F) TO THE
MAINTAIN AUTOMATIC OPERATION THROUGHOUT CONSTRUCTION TO ALLOW FOR j I j [ j [~ 0 ,/// ~~--------·-----/ LOCATION INDICATED. RE-ROUTE ALL EXISTING CONTROL WIRES CURRENTLY GOING TO
---ADJU AUTOMATIC OPERATION OF ALL EXISTING VALVES. -11111 , 711' 1/b ~ac-CJ:;-----------THESE TWO CONTROLLERS TO THE NEW CONTROLLER LOCATION. FINAL LOCATION OF
PLAN . j j 1 1" '/1 // --~ -Ei CONTROLLERS AND ELECTRICAL POC SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED
VALVE
1----ic,=='s=l F13 1.5" N:o T Pl:~02~ 1~=---.JL ~-j c ___ t i ( 111 ,',__ -~L ~~6:~sosiL~T:~6v~:i:~~~GT~At:~~T~~~~Oi:11~f1~!~:g;~~\~~\~~i:~y~~~1~:;HOR THE
l r DRIP 0.72 2,440 TUBING F~O 1.5" 38 30 I jlt . 1;1 ~ ,/ -----~'"-~---, . ··-CONTR LER.
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30 =oadii\/ 7 ,~J~ h. . =fj_~--c__"'-.___~~~ ~~iNEL~EANDRELATEDIRRIGATIONEQUIPMENTSHOWNWITHINPAVINGFORCLARITYONLY.
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f,1 ~ ·------• • "·="'"-""' ACTUAL LOCATION OF MAINLINE AND RELATED IRRIGATION EQUIPMENT TO BE WITHIN
3 SPRY 1.75 II :'.:: ---.. _ • PLANTER AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES
I . '·1,1~ F18 1· 2 I· 'l11 -----• ---~--• TYPICAL.
I 3 0 i I / Iii; ----\ .1;1' NOTED: .1 ARTS BUILDING 5 BUBB , _
1
r_ / . 1 \---
I,, ;;;~----t.cc;:;==:!J ~-c7::-f---... i .jl;:d~,;c:::bITT\:f,77.i?iF~lml i /, r---! ~-i ': // g~~+:tg;~~~~~'.~\ASi~~Tc~~LR~~:iLt~TN~E~U~~~TTL~M~~ii~i~g~~Ep~~1tEF~~~AL
11, APPROXIMATE LOCATION OF EXISTING IRRIGATION HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE
" 0 USE HUt-JTER OMAT FOR -1 ·/· i· ·. VALVES AND RELATED EQUIPMENT TYPICAL. PRIOR TO STARTING WORK.
~~.J
l;•. y::::::::µr1
/ THE TURF ARE S THAT GO (F'--~--TTl:ii·F··=--::..:--::=-:..----i,r----__ ___ / / j, /-1 . CONTRACTOR SHALL REMOVE ALL EXISTING fl/._ f ;,f',L:_, LE_ SST N8'WIDE. --..__ :-:::_----, /// '// IRRIGATIONEQUIPMENTTHATSERVESAREAS NOTEE:
'
, . . 1 1. ,,1·•,./,_ ==---"-'<"""--c::::= -/ 1, WITHIN THE CURRENT LIMITS OF WORK SYSTEMS BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL
I -/ " -1 ,J. f · . LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES AND AS
/}.,,-~· ---'--"C'---'--1 __ [1... --. ~0 •. • .... : •. :·.•:.--.·•·. ',.: .. _:_::·:-·1··.·_· .. l._~ ---· ~ _½_ ·-·.•_::__•=·'.···.:·_·•··-.·-·-.---'--_-. ··-___::_.-_ 314' ,,, 1/i,11 ~~~~~g,.:g~~cp~~1~ig~T!~~UAS;~~s A~tALL BE DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT IN FIELD WITH --C.,..:-_ _.,.-" i///· i/'/ f 1;/// NECESSARY TO ACCOMMODATE THE PROPOSED OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK.
lf: ,r)i;,'. -fi -----/' SITE IMPROVEMENTS. REFER TO EXISTING NOTE F:
0
@ l" ,_,if//,i_f_/. _ / __ IRRIGATI<:,~ N()_T __ E. __ S __ BELOW RIGHT. ___ . -----""'----la--'-....:C:,-111-'"'---fF "" I ii1J/./--l-fr -,...a.---"--~-~"'-'-~-~ THE NEW IRRIGATION MAINLINE AND VALVES SHALL BE HIGHLINED AND CONNECTED TO A
Ill ·/· i1//J .// 1,----·-·--·· -F21 1,5" 18 30 1,840' POTABLE WATER SOURCE PENDING SUCCESSFUL COMPLETION OF A CROSS·CONNECTION ---· --·-·-----· ·-. ---, --· -·-·-·-· ·-·-·--·-·--------· ----·-·-· ·--~· . ·-·-· . . ·-·-· . -
# 15,16
CO E 2'
, OM
ALK
20'
SCALE 1 "=20'-0"
·--·-·
40'
314'
0
2112' _---i..~<
0 314"
--------
PROTECT EXISTING ADJACENT IRRIGATION
IN PLACE TYPICAL. REFER TO EXISTING
IRRIGATION NOTES.
60'
1114"
0
1,1 TEST PERFORMED BY CMWD AND DEH. FINAL CONNECTION TO THE EXISTING RECYCLED ~ t1 · I DRIP 0.72 2,221 TUBING IRRIGATION MAINLINE IS TO BE PERFORMED ONLY AFTER APPROVALS FROM CMWD AND DEH.
! i 1· 11 _ ___,.,,.
_,,,t;1ffe·tr 'I -# ;1;1 [ ____ --VAL)II # 18,19, 20,21 & QUICK ~;,_~SJING IRRIGATION NOTES
11/4'
' .. · ~ COUPLER 2' AWAY F,1@114 §Wi\!i\JL CONTRACTOR SHALL MAINTAIN EXISTING MAINLINES IN WORKING ORDER. COORDINATE ALL II ,, INTERRUPTIONS OF OPERATION OF THE EXISTING IRRIGATION TO A MINIMUM. COORDINATE
PROVID VERHEAD SPRAY FOR ALL TURF A ALL INTERRUPTIONS WITH THE OWNER'S REPRESENTATIVE. ---' -------i I
i
31 "
F22 1.5' 21 40
2 ROTR 0.75 2,775
F23 1.5" 25 40
2 ROTR 0. 75 2,604
F24 10 30
3 SPRY 1.75 446
F25 1' 15 30
5 BUBB 3.0 N/A ,,
',,
NOTE H:
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXISTING IRRIGATION EQUIPMENT DAMAGED
DURING CONSTRUCTION AND IF DAMAGED, SHALL REPLACE WITH SAME MANUFACTURER AND
MODEL.
NOTEI:
CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/MODIFICATION/REROUTING OF ALL
ADJACENT IRRIGATION SYSTEM EQUIPMENT THAT IS AFFECTED BY NEW CONSTRUCTION
IMPROVEMENTS. CONTRACTOR SHALL REPAIR SAID SYSTEMS TO A LIKE NEW MANNER,
PROVIDING NO LESS THAN 100% OF HEAD RADIUS COVERAGE IN ALL AREAS WITH SYSTEM
LAYOUT AS APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL
CONFIRM ALL AREAS REQUIRING MODIFICATION WITH OWNER'S AUTHORIZED
REPRESENTATIVE PRIOR TO BIDDING WORK AND PRIOR TO STARTING WORK.
1 '-., NOTE J:
f '-., CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND DISPOSAL OF ALL
.
-. I,, I "-..., EXISTING IRRIGATION EQUIPMENT AFFECTED BY THE NEW CONSTRUCTION IMPROVEMENTS,
. / )/ IF NECESSARY. CONTRACTOR SHALL VERIFY ALL EQUIPMENT TO BE REMOVED AND
· .· 2, f--3112' 1,. '·----._ <: DISPOSED OF IN FIELD PRIOR TO BIDDING WORK AND PRIOR TO STARTING WORK.
. ·:: . ! ---"-._., NOTE K: ·--\ ~---------___ _:___,_ d \ -,•1 ', CONTRACTOR SHALL FIELD VERIFY DEPTH AND LOCATION OF ALL EXISTING UTILITIES PRIOR
. a L::::::::::::::::::::::::::::::--..J , TO BIDDING WORK AND AGAIN PRIOR TO STARTING WORK. VERIFICATION SHALL BE
----~6~t~~~-=:~~N ~~;~T ~dONNECTION ::~~~:ENTED AND DELIVERED TO OWNER'S REPRESENTATIVE.
1,580'
TUBING
I
AWAY FROM CURB REFERTCfNO'l'-E-c'A"._f>,!3_QVE Rl,;,HI_ ~ EXISTING IRRIGATION IN ADJACENT AREAS SHALL BE PROTECTED IN PLACE FOR CONTINUED
-------J USE. CONTRACTOR SHALL VERIFY THE EXTENT OF THE EXISTING SYSTEMS AND MAKE F6
F5
5
1" 16 30
DRIP 0.72 2,120
1. 15 30
BUBB 3.0 N/A
ADJUSTMENTS TO CAP OFF OR MODIFY THE EXISTING SYSTEM TO MEET THE NEW
LANDSCAPE CONDITION IF NECESSARY.
NOTEM:
CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING WITHIN THE DRIPLINE OF
, EXISTING TREES. NO MECHANICAL TRENCHING WITHIN THE DRIPLINE OF THE EXISTING TREE
.I II I I WILL BE ALLOWED. AIR SPADE SHALL BE UTILIZED FOR ALL TRENCHING WITHIN THE DRIPLINE
II
i ' / OF TREES. CONTRACTOR SHALL REFER TO ARBORIST REPORT FOR ADDITIONAL
'I II I ' \-,--/ PRECAUTIONS REQUIRED FOR THE EXISTING TREES. VERIFY ALL LAYOUT IN FIELD WITH
!I
I 11Yr7 ( ~'\/ r-OWNER'S AUTHORIZED REPRESENTATIVE.
·.;____ s:7·--:::.:... ~~i==,0, I I __ , l;~ 2J r: ~ .-------,-_ .. --; -.. -. ---,--.j/-,,-,----~
·-·-----=-' ·---· I t\\ ! --------\\ I I --I ~~~-·-·~. ~-~ --'-------VAi,, VE # ! ' . . . .· \ \ '
couil'-Y-...c~ , ., ,, ; \' , ,.-.,, 1 ,c
if•_! r1.c..L 1-----'-·-~· --
I
-------
I I
I
' . \ . J' Jl"'C~ , · \' i_ __ ; ,. •· ' ·'
CURB
I ( ·------·-. I ·-. ·-. ·-.. ·--·--· ' '----=--_· -----~------
/',
------------
sweeney + associates
IRRIGATION DESIGN AND CONSULTING
H7JO Sky c.ionyon Dr!ye, Suitt C
Murrieta, c~ 92563
e, infu@>wee•1qa,~oc.cnrni1: (951) 461-6830
,;,r WWW swee~ey~>HH.Ctim{i, {~~li 461-6850
117\;·
JL _L !
_[ t" L 'I
j[ _ _J
· ~Zr-~1t:i:::·: :~.,~ ..
~) _r.W-! f·.: ._, ~---
! -,:l_[F ·, i'.:!l~-
1 C; r·-_,:,1:,Fr:;:,·;•'.'·\l ~-~ lgup~06~ 1'1 (B)J_44s:gg_ Cl 11".L' ,, :
I? \i\r,,:;_ ·, t:l
• .,
r--------lNSTALL POP-UP SPRINKLER HEAD FLUSH WITH
FINISHED GRADE IN TURF AREAS
, ______ POP-UP SPRINKLER HEAD, SPRAY OR RDTOR,
SEE LEGEND FDR BRAND, MODEL, POP-UP
HEIGHT AND NOZZLE REQUIRED
't!M/ogai~11~rrn= !ffi'..'..'lf~1r ' ~----INSTALL POP-UP SPRINKLER HEAD ·t/2"
1-m-m-ABOVE FINISHED GRADE IN SHRUB
=m lfEil mmmmm~ AND GROUND COVERS AREAS
lmffim:111-n m UNDISTURBED SOIL
=i 1= = ft 111=Mrr1ckw~ Ju ,ffimffin V =I I I ffi ut-,1------DO NOT INSTALL USING SIDE INLET
~----PRE-ASSEMBLED TRIP.LE SWING JOINT,
HUNTER SJ SERIES (OR APPROVED EQUAL)
LAY LENGTH TO BE 6" MINIMUM
TI vT.._____, ·,, "
~----------r -~
SIZE AS PER SPRINKLER INLET
~--SCH 40 PVC SxSxT TEE FITTING I LATERAL x SPRINKLER INLET SIZE
~-LATERAL LINE, SEE SPECIFICATIONS
FOR TYPE AND DEPTH REQUIRED I
~
SECTION VIEW -N.T.S.
NOTE:
INSTALL SPRINKLER HEADS 6" FROM PAVING EDGE IN SHRUB AND GROUND COVER AREAS.
INSTALL SPRINKLER HEADS 12" FROM THE FACE OF BUILDING WALLS OR WINDOWS.
INSTALL SPRINKLER HEADS 4" FROM PAVING EDGE IN TURF AREAS,
INSTALL SPRINKLER HEADS PLUMB. ADJUST SPRAYS OR NOZZLE STREAM TO COVER
LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS,
@ POP-UP SPRINKLER
.---------FINISHED GRADE IN TURF AREAS
r----TORO T-YD-500-34 AIR/ VACUUM RELIEF
VALVE W/ HUNTER PLD075TBTEE COMBINATION
TEE AND 3/4" X 1/2" REDUCER BUSHING
~ .PLASTIC ROUND VALVE BOX, 6" SIZE I HEAT BRAND "ARV" ONTO LID.
,J. =--FINISHED GRADE IN SHRUB AREAS :.'.J 11:..'..:l I I~
lllmlllml
mm111rr ~ 2'rN lli~lll~ m1-cm-__ ,__ __ ,
I I e---SUBSURFACE DRIP TUBING •
/, ~€t~~,'f ~~.
1 X f~~ 0 "" ~---BRICK SUPPORTS
'~-------LANDSCAPE FABRIC
~--------3/4" ROCK, 1 CUBIC FT.
SECTION VIEW -N.T.S.
® DRIP AIR RELIEF VALVE
STAINLESS STEEL----11
FLIP TOP LID, SHOWN
IN OPEN POSITION /
DUAL HYDRAULIC PISTONS
TO SUPPORT LID IN OPEN
POSITION FOR ACCESS
~--RAIN SENSOR INSIDE A
STRONGBOX RGVRSS CONTROLLER -----,h_~,1 Di"@ I\ \!
STAINLESS STEEL :::-:------1J;;i;;=';='' :-;;'=::..i1r1
16" WIDE TOP-ENTRY
ENCLOSURE, WIRE TO
CONTROLLER
CONTROLLER ENCLOSURE
NEMA 3R RAINPROOF RATED
CONTROLLER ENCLOSURE
DIMENSIONS WHEN CLOSED:
38"H x 16"W x 15.5"0 •
POWER SWITCH___/
/IND RECEPTACLE
=
~ ~--TERMINAL STRIP FOR
REMOTE CONTROL VALVE
WIRE CONNECTION
~--STAINLESS STEEL, U.L. LISTED,
PREDRILLED, REMOVABLE
BACKBOARD. REMOVABLE FRONT
PANEL NOT SHOWN
/
STRONGBOX QUICKPAD
FINISHED ---~I , ENCLOSURE MOUNTING PAD
GRADE ~=--111'"c-=-cc-=-c±-=c--="'ll WITH PREFORMED ALUMINIUM ............ ,::? ~ it. .. _'.7 ..... ::--.... :,7! ..... ,:,\_ PAD, PLASTIC BASE AND ALL
FILL BASE OF --,J~~~~¼,--
QUICKPAD WITH ' I I b
PEA GRAVEL TO I [~:r':I'--1-'&I
TOP OF BASE UNIT ,:11,""1 __ ""
COMPACTED__/-~-~
SITE SOIL
·1 1/4" PVC CONDUIT/-
SWEEP FOR ELECT. SERVICE
1" PVC CONDUIT/SWEEP-
FOR ET GAGE WIRES '
• STAINLESS STEEL HARDWARE
ll',---'",,~I I 11:=_1 I rl CONDUITS LISTED WITH AN ' ,l SHALL ONL y BE INSTALLED IF
•~ EQUIPMENT IS SPECIFIED
~,~;;;~~--1 1/4" PVC CONDUIT/SWEEP
'-• FOR COMMUNICATION CABLE
TO OTHER CONTROLLERS'
~---3" PVC CONDUIT/SWEEP FOR
CONTROL WIRES TO VALVES
~-----11/4" PVC CONDUIT/ ·
SWEEP FOR GROUND WIRE
~--------1" PVC CONDUIT/SWEEP FOR 1" PVC CONDUIT/SWEEP--~
FOR TELEPHONE LINE• SECTION VIEW -N.T.S. FLOW SENSORJMCV WIRES '
9" WIRE STAKE INSTALLED ---------~--~
FIVE (5) FEET ON CENTER
FINISHED GRADE--;;;;,;;;;;;;;,;;;;;;;,;;;;;,:;;;;,;;;;,;;;;;:;;,;;;,;;,;,;;;ffl;-
J 1=1 I 1=1 I 1=11 i=l 11=1ii=i11=1 Ii=
~ftF~ri2. i~~ £~E, -/t'Ei I 11t-EI I irr!S;;i I Jlli I ii I 11111 I II I ii 111 I ,I
THREADED ALL ENDS q-:in-[ l:-17;:-'I I I--:[ :
4"
r ,,--..,\__}U"---=cc__J-1_-+-~~
DRIP TUBING, TYPICAL___/ -.---~ -
BOTH SIDES OF TEE, SEE
LEGEND FOR TYPE =..
TORO LOC-EZE T-FAM-16 lcW_
LOC-EZE x 1/2" MPT MALE
ADAPTER, TWO (2) REQ. ON ;: l
TEE, ONE (1) REQ. FOR ELBOW
1/2" SCH. 80 PVC THREADED I
NIPPLE, LENGTH AS REQUIRED _
KING BROTHERS (KBI) FLEXIBLE-----
NIPPLE, MODEL #FVN-0500-6F, ~
MIPT x FIPT, 1/2" x 6" LENGTH)
PVC LATERAL LINE--'
SCH. 40 Pv'C TEE FITTING ----J
S x S x T, LATERAL SIZE x 1/2"
12"
@ DRIP TUBlt\lG CONNECTION
r---------FINISHED GRADE IN TURF AREAS l , '" PLASTIC 10" ROUND VALVE BOX WITH T-COVER ~ AND CAPTIVE STAINLESS STEEL BOLT AND LOC-KIT,
. _. HEAT BRAND "BV" ONTO LID. ... , ..
I '"2'' . FINISHED GRADE IN SHRUB AREAS ···111~1L
m=111:=1 ·-m-m· --.
mm m TT 6"
iill~illm. r----111etmtt""'m' ,-----LASCO "SLO-CLOSE" SCH. 80 PVC,
TRU-UNION BALL VALVE, SOLVENT
TTITTffil 11 WELD CONNECTIONS. SIZE BALL
VALVE PER THE MAINLINE SIZE '
~-00, " $ ;!]
slh~ l"'°'~~-,1t------6" PVC CL 160 PIPE, LENGTH l',~'ei. I~, AS REQUIRED, 12" MINIMUM
Ooo~ ~Go ·'-•""'• .,.,_. '='>,, !~' •=, 1!;:~><J~----BRICK SUPPORTS,
,.,,., " -~ .. AO.. THREE REQUIRED
• ,'!, JI ;;:c,i~;;!:,~~0ee
~.il'i:l'.,i•"'' ,_ """"' = ;,,-s:,~J:P~.o' PROVIDE ONE 30" STEEL VALVE •"-' ,-.__---. • KEY FOR EA. 3 VALVES INSTALLED ~ I~ ~ :::: • . = 1;;;;;; -= ee -PVC IRRIGATION MAINLINE, >= ,_ == = 1~-----Ej
1
;;;;;; = ~,c--___ __,, SEE LEGEND FOR SPECIFICATION
--~-----SOLVENT WELD CONNECTIONS
SECTION VIEW -N.T.S.
@ ISOLATION VALVE
' ., --· -., . ~
~iPIHMHIITIIRINIMllll!N -FINISH GRADE
m111m! , :: ::\t::::::-::: ::::r::::::::::::-:::~lLELLr= UNDISTURBED SOIL
. -111-l \:) :\\::-\ ::\-\::\:/1. T=i 11::::_·,.,.1--CLEAN COMPACTED BACKFILL
+~3---LATERAL LINES, SEE SPECS,
:_ _: . ' ·\:·>·'--· \(\ :::: :\Ji:\\=-_:
_
1 1 1
ill
1 11
w
1 11
:: -~:::::\: ::::::::: .... _ .. _.:m-wrrr-l
1 1
-t-
1
J -CONTROL WIRES, SEE SPECS.
: 111 111 if:;:\)ft}}:. : ::!:\y~IQ-.,_j __ ;!~sys~~~DM;1~~!:,:;:N1NG TAPE'
111_111_111, .,s .... _.... .·-.. ·.· . ·_-rn_rr1. SPECIFICATIONS
=111=111-;:•·y•:-.;mi -·.·:;f"W)Kc,1==:111=1 :mmmmmAAYf ifrrr i, ~1 'iAAr1 -i~mmm1
DIMENSION A B C
1/2" TO 2-1/2" IN SIZE
3" TO 6" IN SIZE z4• X 4"
SECTION VIEW -N.T.S.
'NOTE:
PROVIDE TWO LAYERS OF WARNING TAPE RUNNING
CONTINUOUS ALONG THE ROUTE OF THE MAINLINE. ONE SHALL
BE LOCATED IMMEDIATELY ON TOP OF THE MAINLINE PIPE AND
ONE 12" ABOVE THE TOP OF THE MAINLINE.
~;,.;;;,;;;;,;;,;;;;;;;;;;,;;;;,;;~;;;,;;m~_;;;,;,;;~~;_;;;,;;;;;_;;1' ..--AMMENDED SOIU' r I I l I I I I '111' I I l I l I I I l l l I I I l I l I I I l l I I I I 111 I I I l I l I ~Nus:i~~L~Ds~~~EfTION
:I I 1
111
_111
111
11 ITI 11
111
_111
11
111
111
_111
111
1 l lTI 4 ..
o=nT== 1 □ n==1n=n =111==1 1 □ ~"-DRIP TUBING
Jf ~111~ff d 111~111~ 111~m~rr:~1 ~-~~l~~Ni~~~iJ~·L
11==11 _l l l-l I l~~l l ·JJ:1==111~-11,1--11 :=111ill-111~=11,ill1 ~~~~'(i~Wi~E ---------, TUBING INSTALLATION
1-1 I 1-1 I 1-1 I 1-1 I 1-111-11 1-111-1 I [· "'-
~WIRE STAKE
SECTION VIEW -N.T.S.
RECOMMENDED INSTALLATION: • AS PER LANDSCAPE DRAWINGS
TO INSURE EVEN PARALLEL AND LEVEL TUBING ROWS IT IS RECOMMENDED THAT
THE SOIL LEVEL IN THE PLANTER AREAS BE BROUGHT TO 4.5" BELOW FINISHED
GRADE AND PROPERLY COMPACTED AS PER THE LANDSCAPED DRAWINGS PRIOR
TO THE INSTALLATION OF THE TUBING.
INSTALL TUBING AS INDICATED ON THESE DRAWINGS AND SECURE TO GRADE USING
WIRE HOOP STAKES AT 5 FEET ON CENTER SPACING,
BACKFILL FINAL 4.5" OF SOIUBARK MULCH OVER THE TUBING AFTER
INSTALLATION OF THE TUBING AND OBSERVATION BY
THE OWNER'S AUTHORIZED REPRESENTATIVE.
@ DRIP TUBING
r---------FINISHED GRADE IN TURF AREAS _J 1 '"PLASTIC 10" ROUND VALVE BOX WITH T-COVER ~ AND CAPTIVE STAINLESS STEEL BOLT AND LOC-KIT.
HEAT BRAND "QCV" ONTO LID.
_I' -=-*1~" ;;r;~--FINISHED GRADE IN SHRUB AREAS. " 111:..:.'.I I I~
m 111=1
mm·
mm ITT IT
3" . QUICK COUPLING VALVE, SEE
{-F==,_,. m 1 '~1' i: LEGEND FOR BRAND AND MODEL
I',.?) -_11-ffi 3/4" CRUSHED GRAVEL, I 4" MINIMUM DEPTH
:J::: t _ 11------LANDSCAPE FABRIC TO
i~~ "fth .....• Clo~ COVER BOTTOM AND ALL ./ m~ i,,, 0 ~ \,, SIDES OF VALVE BOX
~ 0o~' •II _...._ BRICK SUPPORTS, 3 REQUIRED
PVC MAINLINE:l SEE LEGEND AND
SPECIFICATIONS
FOR TYPE AND
DEPTH REQUIRED
'.---------LASCO SNAP-LOK PVC SWING
JOINT W/ MALE BRASS STABILIZER
ELBOW AND SNAP-LOK COLLAR
3/4" QCV USE MODEL G13T-212
1" QCV USE MODEL G13S-212
-.~PVC IRRIGATION MAINLINE
,: SCH 80 PVC SxSxT TEE FITTING, -------ia,---1r6 _________ -L ___ .}---MAINLINE x QCV INLET SIZE
"·-------REBAR STAKES, 1/2" DIAMETER x
24" LONG, TWO REQUIRED
SECTION VIEW -N.T.S.
NOTE:
USE AN APPROVED, NON-HARDENING, TEFLON ASSEMBLY PASTE ON ALL THREADED FITTINGS,
QUICK COUPLER VALVES SHALL BE OF A TYPE APPROVED FOR RECYCLED WATER USE.
@ QUICK COUPLER VALVE
NOTE:
SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING.
., . ' .. _-.: . · ... · ·: :"' :_ · ·_::· . -~" .. _•\ -:· · .. :~ · ·:·.: -, .. _,._ .. -. PAVING
-,~!111'-'--'~-l ,, · . .-.•:-:.·:-:.•:,:.•:,:.·:-:.·:-:.•:, ':-:.·:-:.·:-:.·:-:.·:-:.·:-:.•:, ,, I'-'-' 1 • UNDISTURBED SOIL
~--,::::\\\\::·\\\ ::\\\\\'.:\4-----SAND BACKFILL COMPACTED
DRIPLINE BLANK LATERAL
DL 2000 POLY CONNECTION FITTINGS TO
DRIPLINE LATERALS ---__ ~-........ ----....,, "' "" -.._ ---------------•
PVC HEADER
DRIPLINE BLANK LATERAL--~ SIZE PER PLAN
MIN, SIZE 3/4"
----------
PVC HEADER
AIR/VACUUM RELIEF VALVE---• MIN, 3/4" SIZE ~0-
FLUSH VALVE __/
----------
I
----•
VJ
PVCLATERAL-----__J /
CONNECTION TO PVC LATERAL "=.I
SEE LEGEND FOR TYPE
--□RIP RCV ASSEMBLY
DL 2000 IN-LINE TUBING IN ROWS 12-16 INCHES ON CENTER ON LEVEL
GROUND. INSTALL TUBING 4-6 INCHES OFF EDGE OF PLANTER.
INSTALL DRIP FLUSH VALVE PER DETAIL AT THE END OF EACH TUBING SECTION PER PLAN
INSTALL AIR RELIEF VALVES PER DETAIL, AT HIGH POINTS OF EACH TUBING SECTION PER PLAN.
RUN AIR/VACUUM RELIEF BLANK TUBING LATERAL ALONG HIGH POINT OF MOUND OR BERM.
ATTACH ALL IN-LINE DRIP TUBING TO BLANK LATERAL. MORE THAN TWO RELIEF VALVES MAY
NEED TO BE INSTALLED PER SECTION
@ DRIP TUBING LAYOUT
-----FINISH GRADE IN TURF AREAS I PLASTIC RECTANGULAR VALVE BOX WITH T-COVER AND
CAPTIVE STAINLESS STEEL BOLT AND LOC-KIT. INSTALL
BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE.
HEAT BRAND "RCV" AND CONTROL STATION# ONTO LID.
2" · "W' "I 11: FINISHED GRADE
.WmIIErn,' 2" r~c . =:wg__" I Im IN SHRUB AREAS
MIN .. ~ p~,1-f m-m-'f' iaaa f 24" WIRE LOOPS AND
PVC PIPE, ffi IT l, cii!I!, TI~ffi 3M DBY-6 WATERPROOF
SIZE PER PLANS, 1 ~~ ,\, --WIRE CONNECTORS
TYPE PER I-:bi I I I lJE _ [ ,.,__ SCH. 80 PVC SLIP
LEGEND--~ ::11'1 J!E 90 DEGREE ELL
2" MIN. "-~~ -SCH. 40 PVC PIPE OR USE STANDARD
BOX OPENINGS
FOR PIPE, DO J
NOT CUT BOX 1 .>
-. !""'~,. . . SCH. 80 T.O.E. NIPPLE
"!i ; "-'-' ,:i ~!"~ \\'-' WITH D.l. SERVICE TEE
g:'O~ .G' :i:.g ll,I WV" ---TAPEWIRESTOPIPE
' BRICK SUPPORTS, -
4 REQUIRED
LASCO #896 PVC UNION -
SLIP X MIPT, SIZE PER RCV,
2 REQUIRED FOR ASSEMBLY
ELECTRIC REMOTE CONTROL
VALVE, SEE LEGEND FOR TYPE
SPARE CONTROL WIRE, LOOP--~
48" LENGTH INTO EACH RCV BOX
SECTION VIEW -N.T.S.
f~--,-~,i-+--3/4" CRUSHED GRAVEL, r 4" MINIMUM DEPTH
.__ ,,-SCH. 80 PVC SLIP TEE
'-=-V OR LEEMCO DUCTILE ~PJ IRON BBT SERVICE TEE
~ FOR USE ON BELL AND
GASKET MAINLINE PIPE
~---LANDSCAPE FABRIC TO
COVER BOTTOM AND ALL
SIDES OF VALVE BOX
CD REMOTE CONTROL VALVE
~111w1 C :::::::::::\::::::::::::: ::::::::\::::::::::::::::: B 1n 11 TO THE DENSITY OF
w111 1111 I \:\/\g::\:10/::;:\\\8:-I 1rHI ~:i1;IaL!~~~VE • ~mscA1;~
rtf_111·-~ ::::;t&,\i\\i :::::::::::,:::::-:·:::::::::: •+: ~ff!: CONTROL WIRES .. ~3': '·:S\1{1~{~~
.-------------FINISH GRADE IN TURF AREAS I PLASTIC 10" ROUND VALVE BOX WITH BLACK
, COLORED T-COVER LID AND A CAPTIVE ~ STAINLESS STEEL BOLT AND LOC-KIT. HEAT
, BRAND "FV" ONTO LID.
I 1" ~~ J 2• FINISHED GRADE IN SHRUB AREAS 1 11 1'-c::1---\\-j!,I I~ l--.,.,,I 1;m,----LASCO MHT-102 3/4" MHT X 1/2" SLIP MALE ADAPTER
l,f-_ " ¼ JT1~TT!~ WITH A FHT-301 FEMALE HOSE THREAD CAP
il tit!ij,c~--1\w!iii!±f-----STAINLESS STEEL HOSE CLAMPS, TWO REQUIRED 11-111-i~ LASCO SCH. 40 PVC BALL VALVE, 1/2", SLIP ENDS
~ -• , 3/4" CRUSHED GRAVEL, INSTALL 4" MINIMUM
DEPTH INSIDE BOX -~i ~ii\1'. ./_ ;f, "'•-('1:/'J~c<"°~~m--,,,-~,:------LANDSCAPE FABRIC TO COVER BOTTOM I> "'" I::! AND ALL SIDES OF VALVE BOX
'-., '---._ BRICK SUPPORTS, TWO (2) REQUIRED
-~-------1./2" CLASS 315 PVC PIPE, LENGTH AS REQUIRED
'-' END RUN OF DRIP SYSTEM DISCHARGE
'---..._____ HEADER, PVC PIPE, TYPE AND SIZE AS
··~ INDICATED ON DRAWINGS
----..________-...___ SCH. 40 PVC REDUCING ELBOW, 1" X 1/2", SLIP,
---..________ TO REDUCE PVC PIPE FROM HEADER SIZE TO
·-..__ 1/2" PIPE SIZE
·,._ #4 X 36" REBAR SUPPORT STAKE
NOTE:
USE STANDARD OPENINGS PROVIDED IN VALVE BOX FOR PIPE, DO NOT CUT BOX,
® DRIP FLUSH VALVE
.---------FINISH GRADE IN TURF AREAS
~--PRESSURE REGULATOR
~-WYE FILTER I PLASTIC RECTANGULAR 'JUMBO' VALVE BOX WITH T-COVER
AND CAPTIVE STAINLESS STEEL BOLT AND LDC-KIT. INSTALL
BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE.
HEAT BRAND "RCV" AND CONTROL STATION# ONTO LID.
2" "'111" 'I 11: 2,, • FINISHED GRADE
ffi ffi ! c 1 11 I: IN SHRUB AREAS
PVC PIPE, ffiffimffi MIN. ~~,~ceffi~-24"WIRE LOOPS AND
SIZE PER ffi IT < ~ = ffi 3M DBY-6 WATERPROOF
PLANS, .I I l=C::111= WIRE CONNECTORS
TYPE PER l -, :::,'
LEGEND -~ cffBw(:IILQI FLOW 111 11 I I ~ SCH. 80 PVC SLIP ~'---.,-l~i.l' -Dl 90 DEGREE ELL
USE STANDARD . . 2" MIN. -~---SCH. 40 PVC PIPE OR
BOX OPENINGS ~ ~ "~~~~. '>II -SCH. 80 T.O.E. NIPPLE
FOR PIPE, DO ./ 0 "-' ('.7~~'%5 ,a .,_i:;j•, Y,~!"! ~' WITH 0,1. SERVICE TEE
NOT CUT BOX 1_>< '•"' ~.a :'O~ -~o•i'l.l;o.g :;r;J ><:' --TAPE WIRES TO PIPE
BRICK SUPPORTS, -
4 REQUIRED
LASCO #896 PVC UNION -
SLIP X MIPT, SIZE PER RCV,
2 REQUIRED FOR ASSEMBLY
ELECTRIC REMOTE CONTROL
VALVE, SEE LEGEND FOR TYPE
SPARE CONTROL WIRE, LOOP
48" LENGTH INTO EACH RCV BOX
.i-"'i~SCH. 80 PVC SLIP TEE ,-PJ·.1-= OR LEEMCO DUCTILE
1 IRON BBT SERVICE TEE
FOR USE ON BELL AND
GASKET MAINLINE PIPE
~---3/4" CRUSHED GRAVEL,
4" MINIMUM DEPTH
~----LANDSCAPE FABRIC TO
COVER BOTTOM AND ALL
SIDES OF VALVE BOX
SECTION VIEW -N.T.S.
~ct,ir-,i i.001 Sow"J' 1. J..no<a«to, l1t.
CD DRIP RCV ASSEMBL y
APPROVED roR
/RR/GA TION AND PLANTING
ONLY, INCLUDING PRECISE
LOCATION or PLANTING
AREA.
II As B u I L T11
m1 11 111 111 111 ::::+:t\:\}::t>•: :::g;:::::::::::::::t::::~~ffr-1~ -:E~~::~:~:/EER WARNING TAPE' ' t: -~/y~~------, f ' %
ml 1111 II l lrr~~:::::::1 .. ~:-:i~&%iil 111 I I~ iNRi~~~~~~:~~~INE b '~~)~* sweene~ + associates RCE __ _ EXP. ___ _ DATE
illlwlllwl 11Jimwmillmiiimu111W111l ~~~~~~~~Yi~~~~ ~Wf CU~~¢i~
IRRIGATION DESIGN AND CONSULTING
'J~'/'JO :;~,-CJfl'f~n !.lriv11, ~\Jit-: r:
Murrlt:lJ, CJ 92563
e: ln[o@\Wt!l.fl!l.'(,UHlC,i;am[t: {'JSLJ -161-6113ll
w: WWll'.lll't~nl!'(hHJC.Camlf: (!.l~L) ,\Gl·Gl:l~U
REVIEWED BY:
DIMENSION A B C D
1/2" TO 6" IN SIZE 36" 24" 24" 4"
SECTION VIEW -N.T.S.
"NOTE:
PROVIDE TWO LAYERS OF WARNING TAPE RUNNING
CONTINUOUS ALONG THE ROUTE OF THE MAINLINE. ONE SHALL
BE LOCATED IMMEDIATELY ON TOP OF THE MAINLINE PIPE AND
ONE 12' ABOVE THE TOP OF THE MAINLINE.
BUNDLE CARRIED.
DETAIL ALSO FOR PIPE
INSTALLED IN ROCK SOIL.
/~;::;~1:x~~.;·.:::·,·,. , ~ / 0:,0,>~c.· BU,p~/\~;\,
L-603 INSPECTOR DATE
I 11ST CITY R,VlEW 2-7-201 fSHm7 CITY OF CARLSBAD ~
t----+----,-[----------------t---1---t----+---1~~---P_LA_N_N_IN_G_D_IV~IS_IO_N ___ ~~
LANDSCAPE IMPROVEMENT PLANS FOR:
PACIFIC RIDGE SCHOOL
' • '1 ~·.,ff!'/2·~~3T~' '-:;:;;;,.'°~'\t}:1----+--+---------.-~-----+---+---+---+----< IAPPROVED: t'.'9k\ 4(.£:.\\, .,.:tt i; -l-M I
-----------------------------------+---------------------------' ------+--@--------------------------~~to/;l" I\ '\[~!__~7 :; ~P::'LA::N:::N::IN::::G===::::;-;:::========::;-;::====: ® fl\ M s LEE VE I N s TALL ATI ON ···-••.-< \:-;:_;:;,,,,,.~;"',;.,,;':-;/ 1--~D~ATE~+-1N=111~A~L'+------------------+--D-A-TE--f-lN-IT-,A-L'+--D-ATE-'+-I-NI-TIA-L--l DWN BY: PROJECT NO. DRAWING NO . . K EXI s-r1 NG CON-1R OLLER \0 p Ip E IN ST ALLA Tl ON ::::':'""' [:::::~~,{~~:~'1--ri~slGNER DF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL 2~~g ~~: ~-CUP-06-11 (B) 445-2Q
4TH CITY BUILDING DEPARTMENT SUBMITTAL, APRIL 11, 2014
NOTE:
1-----------LOW VOLTAGE WIRES. 3 MAXIMUM
~------WIRES PASS THROUGH GROOVES IN
TUBE LID TO ALLOW LID TO CLOSE
r;;e,=f=l=~a>------CLOSE TUBE LID AFTER WIRE
IS INSERTED INTO TUBE
111-------POLY TUBE PRE-FILLED WITH
WATERPROOF GEL
---LOCK TABS PREVENT WIRE REMOVAL
ONCE CONNECTOR IS INSERTED
SCOTCHLOK ELECTRICAL SPRING
CONNECTOR. WIRES SHALL BE
PRE-STRIPPED OF 1/2" OF THE
---•II INSULATION PRIOR TO INSERTION
INTO THE CONNECTIOR TWIST
CONNECTOR ONTO WIRES TO
SEAT FIRMLY
SCOTCH LOK CONNECTOR AND WIRES
INSERTED INTO TUBE UNTIL THE
CONNECTOR PASSES LOCK TABS
WIRE CONNECTOR SHALL BE A 3M DBY-6 DIRECT BURY SPLICE KIT (U.L. APPROVED).
KIT SHALL INCLUDE A SCOTCHLOK Y SPRING CONNECTOR, A POLYPROPYLENE TUBE AND A
WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED PREFILLED WITH GEL
DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT 2 -3 #14 OR
2 #12 PRE-STRIPPED COPPER WIRES. LARGER WIRES OR GREATER QUANTITIES OF
WIRES SHALL REQUIRE A LARGER APPROVED WIRE CONNECTION.
SECTION VIEW -N.T.S.
@ WIRE CONNECTION
NOTE:
1. TWO MINIMUM PER SITE
DESIGN NOTES:
9"
CAUTION
RECYCLED WATER SED
FOR IRRIGA TlON
DO NOT DRINK
CUIDADO
AGUA RECLAMADA
UNICAMENTE PARA REGAR
PROHIBO TOMAR
SECTION VIEW -N.T.S.
1. 2" SQ. ALUMINUM TUBE PAINTED TO MATCH FRAZEE "ORANGE PEAL"
2. FINISH GRADE
3. CONCRETE FOOTER
4. 9"x14"x1/8" ALUMINUM PAINTED TO MATCH PURPLE PMS #266
5. HP WHITE VINYL GRAPHICS
4
® RECYCLED WATER SIGNS
STREET SURFACE --------~
3.5" POTABLE WATER MAINLINE1
MINIMUM REQUIRED ;;::::::::::::=======::::'t;-;;,
VERTICAL SEPARATlf' 12"
RECYCLED WATER IRRIGATION /
MAINLINE IN SLEEVE ~
NOTE:
~
ALL RECYCLED WATER IRRIGATION PIPE AND SLEEVES
SHALL BE PURPLE AND LABELED AS SPECIFIED IN THE
"STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION
SYSTEMS WATER DISTRICT" RULES AND REGULATIONS
FOR CONSTRUCTION OF RECYCLED WATER MAINS
OCTOBER 1993.
@ POTABLE MAINLINE CROSSING
45 DEGREE ELL
THRUST BLOCKS TO BE
1 CUBIC FT OF CONCRETE
THRUST BLOCKS TO BE
USED FOR 3" AND
LARGER PLASTIC PIPE
WRAP PLASTIC FITTINGS
USING BLACK PIPE TAPE
ALL CONCRETE TO BE
PORTLAND CEMENT 420-C-2000
90 DEGREE EL~
;1 I I" T~~-, ,,_, ' 'ITT:.:.'.
------CONCRETE THRUST
BLOCK, TYPICAL
:.______i ~ f--
---MAINLINE PIPE
=Tl i' J 1: 117"
:I 1 : ;1 I ------UNDISTURBED SOIL
,-II
TEE
SECTION VIEW -N.T.S.
@ THRUST BLOCKS
,,--_.-------BUBBLER HEAD, SEE
122<Z111Z--?Z· Z· ·cz--z,-z--?Z· ==7"@:?lf,.O::· •. ""J"• LEGEND FOR SPECIFICATION -;-/ i :>Lt. TOP 1" BELOW FINISH GRADE
"'7""7<:T"'C:"':::niU=c--:~~=i"-'..:.J-----CONCRETE SIDEWALK AND TREE
GRATE. SEE LANDSCAPE PLANS "
,,0,v(XT ....... .
LJ~C-;.:,,4'=++l""-------1/2" KBI ANTI-DRAIN VALVE
~"?."¾+=+!------SCH 80 NIPPLE, LENGTH
AS REQUIRED, 2 REQUIRED
.n-;-8-~----NATIVE SOIL
)(· A Av .1',;/.:-:::•.-.'.,'.'_ · ,,0,,,(Xl'~_<>t.?<
)( V
V . " V
• J ,,_ .. , ......... 1,,,. ~ 'i.1,~:-~.,,-=.. "',=., -:'.:_':_':_~~-•-----PVC LATERAL LINE. SEE LEGEND
'-----~1/2" PVC ELL (SxT)
'-l---------AMENDED BACKFILL
L_ ______________ ROOT BALL OF PALM
SECTION VIEW -N.T.S.
~-------ROOT BALL OF TREE
· _?----BUBBLER HEADS PER LEGEND;
-... ·-_· .
(-~---~>!.
.; ... :· ·•' -~ .
. /f:?·:·
~--~·-• .:.=-; ;'!'
PLAN VIEW -N.T.S.
AND AS SHOWN ABOVE. INST/)LL
TWO (2) BUBBLER HEADS PER'
PALM TREE .
CD TREE WELL BUBBLER
SIDEWALK-----~-~--METER BOX WITH M~TER
/24"
t I
APPROX. 8" 6---+-~--<.------+
12" MINIMUM
~
10' MINIMUM WATER IRRIGATION MAINLINE WITH SLEEVE V
RECYCLED WATER IRRIGATION MAINLINE WITH SLEEVE-------~
NOTE:
VERTICAL CLEARANCE OF 12" MINIMUM IS MANDATORY WHEN CROSSING PATH
OF A POTABLE WATER LINE .. INSTALLATION OF RECYCLED WATER IRRIGATION
MAINLINE 24" FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 10'
HORIZONTAL CLEARANCE FROM THE POTABLE MAINLINE IN THE STREET.
-
L
-
('jJ POTABLE SERVICE LINE CROSSING
,c o_~? -,, n,-i.i 0~ -
~ ,'c t5o I I I ~w 1:flw· ~~~ ~ --
~
I '---'
7
PLAN VIEW -N.T.S.
I
L ~
,I.
l
i ~
I
3/8" DIA. PEA GRAVEL SUMP
(MIN. 1/2 CU. FT.)
PVC SCH. 40 SOLVENT WELD
FITTINGS
MAINLINE
BALL VALVE WITH 3/4"
FEMALE THREAD
3/4" x 1/4" BRASS THREADED
BUSHING WITH 1/4" CAPPED
OUTLET
PURPLE COLOR VALVE BOX
AND LID. (SEE SPECS)
MAINLINE,
SEE PLANS FOR SIZE
BRICK SUPPORTS .ON
COMPACTED UNDISTURBED
SUBGRADE (MIN. OF FOUR
PER BOX)
PVC SCH. 40 SOLVENT
WELD FITTINGS
FINISH GRADE NW~l'llllllllliW •
11I1111 1I11111 I lilll I 11111 I lilll I 1111 1I1 1111I1 1111I1 111 1 I 11
~w~w~w~willw1Ll·' ,I I I,' ,I I I,' ,I I I,' ,I I I-,' ,I 3"WIDEMETALLICMARKERTAPE
J-J J J-J J J-J J J-J J J-J "ALERTLINE" PURPLE LATERAL =ITT 111 ITT ITT ITT= O NON-PRESSURE RECYCLED WATER Pl I 111 111 111 111 I FROM IRRIGATION HEAD TO IRRIGATIO -111-111-1 I 1-111-1,.,...-HEAD. WHENEVER THE LINES CROSS f Ill Ill Ill IIL Ill ~~~~~1~BLEPIPENOSLEEVEIS
r111 1I1 111 111 111 1I1 111 1 I 1~0--■e--------"ALERTLINE" PURPLE COLORED
PRESSURE MAINLINE PIPE
NOTE:
WHERE POTABLE LINES AND CONSTANT PRESSURE RECYCLED WATER LINES CROSS, THE RECYCLED
LINES SHALL BE INSTALLED BELOW THE POTABLE LINE IN A CLASS 200 PURPLE COLORED PVC SLEEVE,
THE SLEEVE SHALL EXTEND 5-FEET ON EITHER SIDE OF THE POTABLE LINE FOR A TOTAL OF 10 FEET.
fL ______ POTABLE WATER LINE.
12" ---------------12" MINIMUM CLEARANCE (TYPICAL)
0 \\----------RECYCLED PRESSURE
MAINLINE AND SLEEVE
MINIMUM 12" SEPARATION
BETWEEN ALL VALVE BOXES l
l
12"
IRRIGATION MAINLINE
---SCH. 80 PVC TEE OR
LEEMCO DUCTILE
IRON SERVICE TEE
SxSxS MAINLINE X
MANIFOLD SIZE
---BALL TYPE ISOLATION
_..._/ VALVE
1-'-----IRRIGATION
SUB-MAINLINE, SIZE TO
MATCH LARGEST
LATERAL LINE IN
MANIFOLD ASSEMBLY
--------REMOTECONTROLVALV
u----------LATERAL LINE TO
SPRINKLERS
HARDSCAPE EDGE
INSTALL MAINLINE 18"
OFF OF HARDSCAPE
EDGE
® CROSS CONNECTION
TEST ST A Tl ON @ POTABLE MAINLINE CROSSING @ VALVE MANIFOLD LAYOUT
033 r 11 30 1---+--+-
5 BUBB 3.0 N/A
APPROXIMATE LOCATION OF EXISTING VALVES
'C42', 'C43', & 'C44'. CONTRACTOR SHALL LOCATE
THE EXISTING VALVES AND REMOVE, THE
EXISTING WIRES FOR THESE VALES SHALL BE
RE-USED FOR THE PROPOSED VALVES. VERIFY
EXISTING WIRE CONDITIONS AND QUANTITIES AT
I
' --~~
L \
I A/
1/ (J7
030 1· 13
0
1,560' 'fl----1----l-----l----l C44 1· 16 30
DRIP 0.72 1,879 TUBING
C4J 1· 15 30 1,460'
DRIP 0.72 1,760 TUBING
30
20' 40' 60'
SCALE 1 "=20'-0"
1,320' 032 1· 13 30
i
\
1,300'
TUBING DRIP 0.72 1,572 t: i '. I _[_ ,.-t:-_ -----1--+--+--+---J'
TUBING DRIP 0.72 /\! tr1
1,630'
TUBING
031 r
DRIP
16 30 L #"ff.31,031&1 ufct . . . . .::::::.
f---f------<f------<f-U LER 2' AWA 'fRO~ . ..:.:-, .
0.72 1,968 E URB , I -----------_;,.-'--,--'-r--,-.L.,---'-,----',-, ---'1 I I , j ---:----:---...:-·
c~-,;..-=~ =· -~ ~~=~=~==_ . %_;,.-
,...;;-;~'m:~ .. _:_--:-...:...--:--~ --'.'""~~~;,-
MAI LINE AND l/MffoFwoRK a
WI E / ,
---11\M----
' I L __ _
/ 1-·IA d -----,,A iJ --
. J--------------------
NORTH PARKING LOT
NOTE E:
THE NEW IRRIGATION MAINLINE AND VALVES SHALL BE
HIGHLINED AND CONNECTED TO A POTABLE WATER SOURCE
PENDING SUCCESSFUL COMPLETION OF A
CROSS-CONNECTION TEST PERFORMED BY CMWD AND DEH.
FINAL CONNECTION TO THE EXISTING RECYCLED IRRIGATION
MAINLINE IS TO BE PERFORMED ONLY AFT RAPP . LS
FROM CMWD AND DEH.
sweeney + associates
IRHIGAT!ON DESIGN AND CONSULTING
MWfriet~, C• 9206)
e, lnfoµl~wee~ey~ssoc.c,;,rn)t: {951) 461-lia30
'Iv: www.sw~~n.-yassi,~.comif· (9S.l) 461 6t50
l!and Forms
Landscape CwutruetiQn, Inc.
I
--------=>-----<:::~-<:::-·-------.._ --·--· ---. ~ --, __
.... ~-::;2::'=.._~~-=--=~=---~:::_~~ ··:: ::::..:-·------------------, -------.:=:-:'":..'.=----------=~--=-.:------------------~-----
LINES SHALL SUPERCEDE SCALED
DIMENSIONS. SOME MAINLINE AS-BUILTS
ARE SHOWN OUTSIDE EXACT LOCATIONS
FOR CLARITY.
I ---------+
\ "!. --/ t ------
I -------/ -
NOTE A:
POINT OF CONNECTION SHALL BE A CONNECTION TO AN
EXISTING RECYCLED WATER MAINLINE STUB-OUT. VERIFY
THE ACTUAL LOCATION, SIZE AND WATER PRESSURE IN THE
FIELD PRIOR TO STARTING WORK. IF ANY OF THE POC
INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE
DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED
IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE
ARCHITECT AND IRRIGATION CONSULTANT. SHOULD THE
CONTRACTOR FAIL TO VERIFY THE POC INFORMATION ANY
CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL
BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
STATIC WATER PRESSURE
DESIGN WATER PRESSURE
MAXIMUM SYSTEM DEMAND
RESIDUAL WATER PRESSURE
NOTE B:
124 PSI
86 PSI
25GPM
38 PSI
MAINLINE AND RELATED IRRIGATION EQUIPMENT SHOWN
WITHIN PAVING FOR CLARITY ONLY. ACTUAL LOCATION OF
MAINLINE AND RELATED IRRIGATION EQUIPMENT TO BE
WITHIN PLANTER AND A MINIMUM OF 18" OFF ADJACENT
HARDSCAPE AND OTHER OBSTACLES TYPICAL.
NOTEC:
CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO
ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY
OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE
HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S
AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK.
NOTED:
BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING
FOR CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN
PLANTER. BUBBLE RS SHALL BE ALIGNED WITH TREES AND AS
DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE.
CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED
REPRESENTATIVE PRIOR TO STARTING WORK.
i __ ,_
~r"f"f!
i 22 j
--------! ' ........ , -
,i i
"
1 _L --Lj
cue~Q§-11{~}]1445-20 !