HomeMy WebLinkAboutDWG 480-4L; CT 12-07; VALLEY 17; 01-22Landscape Construction Documents for:
Valley 17
Carlsbad,
Prepared for:
CA
-■
CITY VENTURES LLC
1900 Quail Street, Newport Beach,
CA 92660
ABBREVIATIONS: CONSULTANT TEAM:
AC Asphalt Concrete FD Floor Drain PA Planting Area CLIENT: LANDSCAPE ARCHITECT: NC Air Condenser FDN Foundation Pl Point of Intersection
AD Area Drain FF Finish Floor PIP Prolect in Place City Ventures, LLC studio PAD, Inc.
ADA American wlth Disabiliies Act FFE Finish Floor Elevation PL Pmperly Line 1900 Quail Street 92 Argonaut, Suite 270 AGG Aggregate FG Finish Grade PUC Poinl of Connection
ALIGN Alignmenl FH Fire Hydrant POI/C Point of Vertical Curve Newport Beach, CA 92660 Aliso Viejo, CA 92656
APPROX Approximate FL Flow Line PREP Preparation T: (949) 258-7531 T: 949-770-8530 ARCH Architect(ural) FOB Face of Building PSI Pounds par Square Inch
FOC Face of Curb PT Point of Tangency Contact: Andrew Gerber Contact: Peter A Duarte
BC Boilom of Curb FOF foce of Finish PVC Poly Vinyl Chlo,ide email: agerber@CityVentures.com email: paduarte@studio-PAD.com BCR 8e{Jinning Cur,a Radius FOS Face or Step PVI Poinl of Vertical lnler3action
BD Board FOW Faca or Wal! PVMT Pa'lemenl
BF Bollom or Fence FS Finish Surface
BL Base Llne FTG Footing R Rc1dius ARCHITECT: IRRIGATION CONSULTANT:
BLDG Building RCP Reinfomid Concrete Pipe
BM Benchmark G Gas RO Roof Drain WHA I William Hezmalhalch Architects, Inc. Aqua Commercial Irrigation
BOC Back of Curb GA Gauge RE Rim Elevation 2850 Redhill Avenue, Suite 200 810 Los 1/allecitos Blvd., Suite 204
BOP Bollom of Pipe GALV Gal'lanized RECPr Receptacle
BOR Bottom of Ramp GB Grade Brake REF Raforence Santa Ana, CA 92705 San Marcos, CA 92069
BOS Bollom of Slope GC General Contractor RE!NF Reinforced T (949) 250-0607 T: (760) 750-1900, F: (760) 750-1999
BOT Boilom GFCI Ground Fault Circuit Interrupter REQ Required
BS Bollom of Step GO Grid Origin REV Re'lision Contact: Don White I Jeremy Phillips Contact: Scott Lindner
BVC Beginning of Vertical Cur,e GR Grade RL Ridge Line Email: Donw@whainc.com / jeremyp@whainc.com email: scott@aci-irrigation.com
BW Bollom of Wall GV Gale Val'/e RO Rough Opening
ROW Righi of Way
HB Hose Bibb fWI Right of Way CAB Crushed Aggregate Basa HG Handicap CIVIL ENGINEER: CB Catch Basin RP Radius Point
HOR Header CFS Cubic Feat par Second HORIZ Horizontal s Sewer Huitt-Zollars, Inc.
Cl Casi Iron HP High Point SCH Schedule 90 East Thousand Oaks Blvd., Ste. 201 CIP Cast-in-Place HT Height sea Sewer Clean Out
CJ Contraction Joint SF Square Feet Thousand Oaks, Ca 91360
CL Centerline ID Inside Diameter SHT Sheet
CLR Clearance 11 Isolation Joint SIM Similar T: 805.418.1802
CMB Crushed Miscellaneous Base IN lnch SPEC Specification Contact: Peter Bernard
CMP Corrugated Metal Pipe INV Invert SQ Square
CMU Concrete Masonry Unit .JB Junction Box STA Station Email: pbernard@huitt-zollars.com
co Cleanoul STD Standard Jr Join! CONG Concrete STL Steel
CONT Continuous LB Pound STRUC Structural
I -_, linear Fee ss Stainless Steel
DBL Double LOW Limit of Work SHEET I DRAWING DCJ Doweled Constmction .Joint LP low Point TC Top of Curb INDEX: DET Detail THK Thick
DF Douglas Fir MAX Maximum TOB Top or Beam
DI Drain Inlet MECH Mechanical TOC Top of Cap
DIA Diameter MED Medium TOS Top of Slope
DIAG Diagonal MET Mela] TBO To Be Determined Qty. Shi. No. Sheet Title Qty. Sht. No. Sheet Title
DIM Dimension MFG Manufacturer TD Top ofDrain
DWG Drawing MH Manhole TF Top of Fence 1 CS-0.01 Cover Sheet 12 Ll-1.03 Hydrozone Diagram
MIN Minimum TOR Top of Ramp
E East MISC Miscellaneous rs Top of Step 2 LC-0.01 Construction Schedules Ll-5.01 Irrigation Details
IE) Existing MOM Metalized Ornamental Metal TYP Typlcal 13
TW Top of Wall EA Each N North 3 LC-1.01 Construction Plan 14 Ll-5.02 Irrigation Details
ECR End CUf'le Radius NIC Nol In Contract UNO Unless Noted Otherwise
EIFS Exterior Insulation and Finish System NO Number 4 LC-1.02 Conslruction Plan 15 Ll-6.01 Irrigation Specifications EL Elevation V Vertical
NOM Nominal VERT Vertical ELEC Electrical NTS Not To Scale 5 LC-5.01 Construction Details 16 LP-0.01 Planting Schedules ENCL Enclosure w West
EQ Equal OC On Center WI Wilh C LC-6.01 Construction Specifications 17 LP-1.01 Planting Plan EQUIP Equipment OCE'I/ On Center each Way 0
W/0 Without
EVC End Vertical Cur.a OD Outside Diameter we Water C!oset 7 LC-6.02 Construction Specifications LP-1.02 Planting Plan EW Each Way OE Or Equal WI Wrought Iron 18
EW'I/M Erectrically Welded Wire Mesh OPG Opening WP Waterproof
EX Existing OPP Opposite WS Waler Surface 8 LC-6.03 Construction Specifications 19 LP-5.01 Planting Details
9 Ll-0.01 Irrigation Schedules 20 LP-5.02 Planting Details
10 Ll-1.01 Irrigation Plan 21 LP-6.01 Planting Specifications
UNDERGROUND UTILITY SERVICE ALERT OF SOUTHERN CALIFORNIA! 11 Ll-1.02 Irrigation Plan 22 M-1.01 Maintenance Exhibit
Call: (800) 227-2600
"CALL A MINIMUM OF TWO WORKING DAYS BEFORE YOU DIG"
Plotted by: KC-SPAD Aug. 22, 2014 03:25 PM S:lz_Projects\CV04-2012_ Carlsbad SFR\sPAD\'P' (Production)\CS-001_ CV04-P .dwg
VICINITY MAP:
TO L.A.
PROJECT
LOCATION
HILL ST.
TO VISTA
~ r· ii) z ~ ATSF RR .
!\-\IHtllirl •. ,, IIHHHIIIII-H-fHIHHlli-t!tHHlf tll-ll-\11'1-lf ,Ucflt= I-
PACIFIC OCEAN
LOCATION MAP:
PROJECT
LOCATION
(j)
w n'. :a' D ~
5
VALLEY STREET
JAMES DR
■
TO S.D.
~
Not to Scale
~
Not to Scale
DAfE
A security release letter shall certify that he or she has inspected the
work and that the project complies with the following conditions:
1. Has been maintained in substantial conformance to the
approved plans.
2. ls growing in a healthy and thriving condition.
3. All plantings required under Section lV.E of the Landscape
Manual have been established as an effective surface erosion
control.
4. There is no evidence of excessive run off from the irrigation
system causing a soil erosion problem.
5. As-built landscape plans for the bonded work shall be submitted
to and approved by the City. KEYMAP rn
Not lo Scale
DECLARATION OF RESPONSIBLE CHARGE:
I /l[R[BY O[CLAR[ WA r I AM 1/1[ LIC[NS[O O[S/GN[R OF WORK FOR Tl/IS PROJ[C ,; II/AT I
//AV[ [X[RC/5[0 R[SPONS/BL[ CIIARG[ OVER ff/[ O[S/GN OF ii/IS PROJ[CT AS O[F/N[D IN
S[CF/ON 6703 OF T/1[ BUS/N[SS ANO PROFESSIONS CODE ANO II/AT //IE DESIGN IS
CONSISTENT 'M/f/ CURR[NT STANDARDS.
I UNDERSIAND II/A I II/£ Cl/ECK OF PROJECT DRAWINGS AND SPECIF/CM IONS BY If/£
CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMEN r OF ENV/RONMEN TAL 1/EAUf/ IS CONFINED
ro A REVIEW ONLY AND DOES NOT R[LIEV[ ME, AS If/£ LICENSED DESIGNER OF WORK, OF
MY RESPONSIBILI I/ES FOR PTiOJECT DESIGN.
Tl/ESE PLANS I/AV[ BE[N PREPARED IN SUBSlANFIAL CONFORMANCE 'MF/I Ir/[ APPROVED
LANDSCAPE CONCEPI PLAN, WA /ER CONSERVA /ION PLAN, FIRE PRO {EC /ION PLAN, AND ALL
CONDlflONS OF APPROVAL RCLAlED iO LANDSCAPING.
BY: Peter /\. Duarte
Pl-JONE NO: ( 949 ) _7_7_0_-_8cc5-=J~O _____ _
REGISTRATION NO: 5067 EXP/RATION DATE:: _8~/_1~0~/-=2_0_16~-----
WATER EFFICIENT LANDSCAPE DECLARATION:
I AM FI\MILIAR WI if/ TI/C REQUIREMENTS FOR LANDSCAPE AND /RR/GA/ION PLANS CONTAINED IN Tl/£
CIIY OF CARLSBAD'S LANDSCAPE MANUAL & WATER ETF/CIENT LANDSCAPE REGULA/IONS. I //AVE
PREPARED Tl/IS PLAN IN COMPLIANCE 'MT// I/JOSE REGULATIONS AND HIC LANDSCAPE MANUAL. I
CER/IFY Tf/1\T II/£ PLAN IMPLEMENlS Tl/OS£ REGULA/IONS ro PROVIDE EFFICIEN r USE OF WA/ER.
BY: Peter A. Duarte /yJJ -,,_ ____________________ ,Al/+--,,.; /~,_,'"'2.,<.-=--------
PI/ON[ NO: ( 949) _77_0_-_8~5~3~0 ____ _
RCGISTRI\T/ON NO: 5067 EXPIRATION DI\TC: -=B/~10~/-~2=0~16~-----
BACKFLOW PREVENTER TESTING:
/\LL /RR/GI\ TION B/\CKFLOW PREV£Nf£RS SI/ALL BE TESTED BY I\ CERTIFIED IESTER AND RESULTS
MUST BE GIVEN TO WE ClrY AND If/£ CARLSBAD MUNICIPAL WATER DIS/RICI. PIPE BE/WEEN rl/E
MEIER AND BACKFLOW PREVENTER SI/ALL BE "SC/IEDULE K f/1\RD COPPER".
APPROVED CON fRACf BACKFLOW TESffRS CAN 8£ FOUND ON Tl/£ Cl!Y WEB SI/£ Al'
I/TIP: //WWW CARLSBADCA. GOV /SERVICES/DE.PARIM[NTS/WA rER/DOCUM[N rs
/r<ECYCLEDWA!ERB/\CKFLOW/ESIERL/Sf.PDF FOTI RECYCLED OR
f/HP: //WWW. C/\RLSB/\OCA. GOV /SERV/CES/DEPARlMENIS/WA TER/DOCUMENTS/
WATERBACKFLOWTESTERLIST.PDF FOR POTABLE OR CALL (760) 438-2722.
INSPECTION PROCEDURES:
INSPECllON PROCEDURES: INSPECllON OF 111£ PROJECT SI/ALL BE PERFORMED BY II/£ LANDSCAPE
/\RCf/UECT OF WORK, OR I/IS DESIGNATED AGENf. REFER TO If/£ SPEC/F/CAFIONS FOR {//£ SCI/EOULE
OF REQU/R[D IN SPEC /IONS AND REQUIRED SUBM/TIALS. FOLLO'MNC COMPLE {ION OF Tl/£ WORK, fl/£
LANDSCAPE ARC/1/TECT OF fl/£ WORK 'MLL CERllFY Tl/A f I/IE INSlALLAflON I/AS B[EN COMPLEffD BY
SUBM/H/NG Ii/[ "CERf/FICA f/ON OF COMPLETION" FORM. A REQU[S [ FOR A FINAL LANOSGA?£
INSPEC /ION BY 11/E Cl!Y MUST ALSO BE MADE BY CALLING 11/E INSPECTION REQUEST LIN[.
"CER {IF/CA f/ON OF COMPLE/JON" FORM FI\X TO: (760) 944-8943.
LANDSCAPE INSPEC{ION REQUESf Pl/ONE LINE: (760) 602-4602.
PRIOR TO BEGINNING LANDSCAPE WORK:
Tf/E CONrr<AC TOR Sf/ALL CONTACT fl/£ DESIGNER OF WORK PRIOR ro B[CINNINC LANDSCAPE WORK
AND //IE DESIGNER OF WORK SI/ALL REVIEW Tf/E PT<OJECf UTILITY LOCATIONS AND REVISE PLANS
ACCORD/NGL Y TO FULLY SCREEN ALL UJ/LlilES FROM VIEW AND PROTECT ALL U//Llf/ES (I\BOVE &
BELOW GT</\0£) FriOM INV/\S/VC PLANT GROWrl/ AND ROOTS. 11/27/'13 PAD
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.
1st Cit Submittal -CDs
COVER
SHEET
I SH~ET I
I
Landscape Architecture
92 Argonaut, Ste. 270
Aliso Viejo, CA 92656
T: 949.770.8530
www.studio-pad.com
Job No. : CV04-P
Scale: NONE
Drawn: sPAD
CS-0.01 Checked: PAD
APPROVED FOR IRRIGATION AND
PLANTING ONLY, INCLUDING
PRECISE LOCATION OF PLANTING
AREA.
"AS BUil T"
RCE EXP. DATE
REVIEWED BY:
INSPECTOR DATE
CITY OF CARLSBAD ~ PLANNING DIVISION 2
LANDSCAPE IMPROVEMENT PLANS FOR:
Carlsbad -Valley & Oak
Valley 17 I APPROVED: /1.:.k, \ 4: t:.H ~ i, -z.7. 1::j
PLANNING
INITIAL
OWN BY: PROJECT NO. DRAWING NO.
DATE INITIAL DATE INITIAL CHKD BY:
DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CIT'{ APPROVAL RVWD BY: CT 12-07 480-4L
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PAVING SCHEDULE:
KEY DESCRIPTION COLOR FINISH MFGJSUPPLIER PATTERN THK, REINFORCING CEMENT BASE JOINTING DETAIL COMMENTS
IE] Enhanced Concrete Paving Yosemite Medium Davis Per Plan Per Per Soils 11/V Per Soils 1/8" Sawcut See footnotes #1-3 below. Brown 641 top-cast Report Report -Soils
Per Per Soils Per Soils IE] Concrete Sidewalk Natural Match P-1 -Per Plan Soils Report 11/V Report 1/8" Sawcut -See footnotes #1-3 below.
[EJ Concrete Driveway Natural Match P-1 Per Plan Per Per Soils 11/V Per Soils 1/8" Sawcut See footnotes #1-3 below. -Soils Report Report -
Footnotes:
1. Refer to Soils Engineering Report for final concrete thickness, reinforcements and base requirements and recommendations.
2. Refer to Civil's drawings for step locations,
3. Install per Manufacturer's recommendations and specifications.
4. Install per Civil's detail.
WALL SCHEDULE:
KEY DESCRIPTION HEIGHT WllTH MATERIAL COLOR FINISH CAP CAP COLOR CAP FINISH MFGJSUPPLIER DETAIL COMMENT
~ Stucco Wall 6' 8' Stucco over Match .lli Sand Precast Verona 37 8" Wide Pacific Stone 2JLC-5.01 See footnotes below. CMU Architecture 20 Mont./WC-900 Sand
Match I W-21 Low Retaining Stucco Wall Varies Match W-1 Match W-1 Match W-1 Match W-1 Stucco ¥, Sand ORCO Block 4/LC-5.01 See footnotes below, Architecture
I W-3 I Terminate walls with 2' min. Wall at Building Connection ----------gap -typical.
1 W-41 Stucco Wall on Retaining 6' 8" Match W-1 Match W-1 Match W-1 Match W-1 Match W-1 Match W-1 Match W-1 -Per Civil's plan.
Footnotes:
1. Install per manufacturer's recommendation and review the necessary precast pieces ( straights, corners & ends), if applicable.
2. Provide wall joints per block manufacturer's specs.
3, Refer to Civil Engineers plans for all grading and drainage information.
4. Refer to City of Carlsbad Standard Details and/or Structural Engineer's plans for structural walls details and supporting calculations.
FENCE SCHEDULE:
KEY DESCRIPTION HBGHT MATERIAL FINISH COLOR DETAIL COMMENTS
[ID Shagbark (SW 3001) See footnotes below, Woodscapes House Stains. Apply per Manufacturer's Wood Fence 51-6'1 min. Wood Stained 'Woodscapes' 3/LC-5.01 specifications -min. (2) coats. See footnotes below.
Footnotes:
1. Field verify gate openings prior to fabrication.
2. Paint/ stain by Sherwin Williams.
GATE SCHEDULE:
KEY DESCRIPTION HBGHT FINISH COLOR HARDWARE MFGJSUPPUER DETAIL COMMENTS
~ Sideyard Gate rl l"K Wood: Match F-1 Exterior 7/LC-5.01 See footnotes below. Woodscapes House Stains. Apply per a-o Stained Grade -Manufacturer's specifications -min, (2) coats.
Footnotes:
1. Field verify gate openings prior to fabrication.
2. Install per local codes, regulations, and local fire department (including accessibility requirements, if required),
3. Paint/ stain by Sherwin Williams.
SITE AMENITIES SCHEDULE:
KEY DESCRIPTION MATERIAL MFG. MODEL# SUPPLIER COLOR FINISH DETAIL COMMENTS
I SA-1 I MAILBOX -(2) Cluster Box Unit and verify with USPS prior to
ordering and installation. Surface mount pedestal to
Cluster Box Unit Metal WWW.mailbox-vigilant 1" USPS WWW.mailbox-Dark Bronze Powdercoat paving per Manufacturer's specifications. Footnote 1.
ixchange.com 12 ixchange.com
Footnotes:
1. Install per Manufacturer's specifications.
Plotted by: KC-SPAD Aug. 22, 2014 03:25 PM S:lz_ProJects\CV04,2012_ Carlsbad SFR\sPADl'P' (Production)ILC-001_ CV04-P .dwg
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GENERAL CONSTRUCTION NOTES:
Conform Work to requirements of latest adopted edition of Uniform Building Code and applicable local and state codes, plans, specifications, ordinances and regulations.
Prior to beginning work, become familiar with existing site conditions, including underground utilities, and above grade features such as grading, walls, fences, structures, etc. Contractor will be held responsible for his own damage.
Upon being awarded Contract, make necessary arrangements to insure that materials, supplies, and manpower will be available when needed to construct this project in an orderly and timely fashion.
Do not begin work until Contractor's 'Construction Set" drawings are current and have required pubic agency approvals.
Verify property lines and limits of work prior to commencing work.
Refer to project specifications for additional information.
Obtain necessary permits and pay for related inspection fees required to install Work.
Written dimensions lake precedence over scaling of Drawings.
Where conflicts occur between Drawings and actual field conditions, notify Owner's Authorized Representative immediately for clarification, Failure to provide notification may hold Contractor liable for costs incurred to rectify problem, if required.
Prior to installing paving, refer to the project's geotechnical report. Report discrepencies between the geotechnical report's recommendations and information noted in the Paving Schedule.
Do not willfully proceed with construction operations when it is obvious that unknown obstructions and grade differences exist that may not have been known during the design process. Bring these conditions immediately to attention of Owne~s Authorized Representative for resolution.
Assume full responsibility for costs incurred and required modifications due to lack of providing such notification.
Be responsible for coordinating work with Owner, Owner's Authorized Representative, General Contractor and his sub-contractor's, public agencies, and project design consultants,
Ensure that rough grade has been accepted by Owner prior to beginning work.
Ensure that fine grades have been established correctly and approved by Owner's Authorized Representative prior to beginning hardscape work.
Provide the following grade drops from paving finish surface: Turf areas -11/2', groundcover and shrub areas -2'.
Ensure that Contractor-installed underground elements such as drainlines, irrigation mainlines and laterals, electrical conduit, sleeves, etc. are in place, operational, and approved by public agency inspection prior to installation of hardscape work.
Paving mock-ups may be required on this project -refer to Paving Schedule and specifications for additional information.
Ensure that curved edges such as walkways, headerboard, and mowstrips have smooth and continuous curves.
Notify Owner's Authorized Representative with proper amount of lead-time as indicated in specifications prior to a Contractor-requested site meeting. Failure to provide appropriate lead time may result in Contractor being backcharged for Owner's Authorized Representative's time.
Refer to Civil Engineers drawings for precise grading, step quantities, and drainage information.
Dimensions are to the face of CMU or wood studs, unless indicated otherwise.
Provide isolation joints when paving abuts vertical edges such as walls, steps, curbs, and columns.
CONSTRUCTION KEY NOTES:
0 Road paving, per Civil's drawings. 0 Property/ lot line.
0 Adjacent architecture/ AC units, per Architect's drawings. ® Right-of-way.
0 Vehicular sight triangle, per Civil and local codes, @ Utility easement, per Civil's plan. (Public)
0 Adjacent light pole or fixture, by others. @ BMP Treatment and Detention System to be Maintained
0 by Homeowner
Adjacent ramp with detectable warning strips & path of @ travel, per Civil's drawings. Retaining wall, per Civil's plan, Finish per W-4.
CD Catch basin, per Civil's drawings. @ Existing Retaining wall, per Civil's plan.
0 Sewer line/ connection, per Civil's plan. @ Stamp Concrete Paving, per Civil's plan.
CD Water meter I water-line, per Civil's plan. @ Utility easement, per Civil's plan. (Private)
SYMBOLS LEGEND: I s u-I -
cc>' ..... -----Center Line / ~~--Indicates Section Letter
IE ,, Indicates Section Sheet Number -------Property Line •
PA
Planting Area I
------Isolation Joint L
Landscape Architecture
Contraction Joint & l"d"les Ele'"""' Ldlm
---Limit of Work Line --Indicates Elevation Sheet Number 92 Argonaut, Ste. 270
Aliso Viejo, CA 92656 ------Match line Indicates Enlargement Number T: 949.770.8530
~ www.studio-pad.com
() Align / \ Enlargement Name/Description
'----J Job No. : C\/04-P
~ Point of Beginning/Origin Point of Layout Scale: None
Indicates Enlargement Sheet Number Drawn: sPAD
LC-0.01 Checked: PAD
APPROVED FOR IRRIGATION AND
PLANTING ONLY, INCLUDING
PRECISE LOCATION OF PLANTING
AREA.
"AS BUil T"
RCE EXP. DATE
CONSTRUCTION REVIEWED BY:
SCHEDULES INSPECTOR DATE
I SH~ET I CITY OF CARLSBAD SHEETS
PLANNING DIVISION 22
LANDSCAPE IMPROVEMENT PLANS FOR:
-J'!~DSCJlpf Carlsbad -Valley & Oak "'"Q """" fE,, 11, -1-9<:-s, <t°-<~ ~_,, 'i V ,,., ~ °a-~ Valley 17 -~ ~ n ~ ~ ....
'St;:ri.,lure
?"-l/-2o{_b I APPROVED: /t-)\ q-f:11 ~tr a,mSlli,o~ &;,·-Z.,-1:f .. _1::2-i -z. { r " PLANNING J';-lJ-d\<; I?--11: .._ ·t"' ..... < OF CALl'io'<' OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INff!AL OArE INITIAL CHKD BY:
DESIGNER OF WORK REVISION DESCRIPTIOM OTHER APPROVAL CITY APPROVAL RVWD BY: CT 12-07 480-4L E;,;pir..,tion D;ile:
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~ Front Yard Landscape to be Homeowner Installed
or per Homebuilder offered Front Yard Landscape
Option Packages (at time of sale).
0 10' 20'
ii I
Scale: 1 • = 20'
NOTES:
1. Refer to Sheet LC-0.01 for Construction Schedules and Notes.
2. Refer to Civil drawings for retaining and grading information.
2. Refer to Civil Drawings for LMD Basin Area dimensions, details and specifications.
KEYMAP rn
40'
I
I
Landscape Architecture
92 Argonaut, Ste. 270
Aliso Viejo, CA 92656
T: 949.770.8530
www.studio-pad.com
Job No. : CV04-P
Scale: 1·=20·
Drawn: KHC
LC-1.01 Checked: PAD
APPROVED FOR IRRIGATION AND
PLANTING ONLY, INCLUDING
PRECISE LOCATION OF PLANTING
AREA.
"AS BUil T"
RCE EXP. DATE
CONSTRUCTION REI/IEWED BY:
PLAN INSPECTOR DATE
I S~ET I ~ CITY OF CARLSBAD
PLANNING DIVISION 2
LANDSCAPE IMPROVEMENT PLANS FOR:
~i<DSGlpf 4 Carlsbad -Valley & Oak ':<.,-0 Q1jiiJUE&(1, ,?C ,P ~I'-C4 -$:,. Ii) J....I<) -J'. ;;..i. y cl" fl) ,(,l{µ.t[ % 's. Valley 17
S,;.n.~•ur~ I APPROVED: I ff-'JI-to/{, /-'?_:__£_( C..:r-~\,~t R,,_,,.,.,i l>..10 ~-Z-r. 1:J: • 't · ti-l-•l't_ "
.J'l',,,:--..,_ n.,:. ~ PLANNING
-1t: '/,.f.' OWN BY:
I I f OF CALl~O PROJECT NO. DRAWING NO. DATE INITIAL DATE JNIT!Al DATE INlflAL CHKD BY:
DESIGNER OF WOHK REVISION DESCRIPTION OTHER APPROVAl CtTY APPROVAL RVWD BY: CT 12-07 480-4L
Expitation Date:
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. .. ----------------------------------------------------------------------------------------------------------------------------•' Plotted by: KC-SPAD Aug. 22, 2014 03:25 PM S:lz_Projects\CV04-2012_Carlsbad SFR\sPADl'P' (Produclion)ILC-101_Cl/04-P.dwg
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Front Yard Landscape to be Homeowner Installed
or per Homebuilder offered Front Yard Landscape
Option Packages (at time of sale).
Matchline -See Sheet LC-1.01
-Front Yard Landscape to be Homeowner Installed
or per Homebuilder offered Front Yard Landscape
Option Packages (at time of sale)
NOTES:
1. Refer to Sheet LC-0.01 for Construction Schedules and Notes.
2. Refer to Civil drawings for retaining and grading information.
0 10'
I I
Scale: 1" = 20'
2. Refer to Civil Drawings for LMD Basin Area dimensions, details and specifications.
20'
I
KEYMAP rn
Not to Scale
40'
I
I
Landscape Architecture
92 Argonaut, Ste. 270
Aliso Viejo, CA 92656
T: 949.770.8530
www.studio-pad.com
Job No. : CV04-P
Scale: 1·=20·
Drawn: KHC
LC-1.02 Checked: PAD
APPROVED FOR IRRIGATION AND
PLANTING ONLY, INCLUDING
PRECISE LOCATION OF PLANTING
AREA.
"AS BUILT"
RCE EXP. DATE
CONSTRUCTION REVIEWED BY:
PLAN INSPECTOR DATE
I SH~ET I ~ CITY OF CARLSBAD
PlANNING DIVISION 2
LANDSCAPE IMPROVEMENT PlANS FOR:
~l'\DSCAPt Carlsbad -Valley & Oak ,,_,<::> ""'R"&1, -'lo>c sec; ,s-' '~ ~
<,;~ "i, 1-!:j I er: o..:i (i Valley 17 ~ . -'
~1t1IJIUI~ -I APPROVED: £-2,.1-t I /r-;,/-Zo/6 /-<i:.:J. ~ Gr -~ L.;-\t "~~<-z~M •
S'~ !}JII.' ,,,_,'?: PlANNING
-1 t: <1,"' ( OF CALl,O OWN BY: PROJECT NO. DRAWING NO. DATE INrTIAl DATE INITIAL DATE INITIAL CHKD BY:
DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CT 12-07 480-4L 8pira1Ion Dale:
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Plotted by: KC-SPAD Aug. 22, 2014 03:25 PM S:\z_Projects\CV04-2012_Carlsbad SFR\sPADl'P' (Production)ILC-101_CV04-P.dwg
LEGEND
1, Shaped 1x8 header board.
2. 1x6 tongue and groove.
3, 2x4 top and bottom rail.
4. 1x4 plant-on.
5. 2x4 cross brace.
6. 2x4 wood frame.
7, 2x2 stopper.
8. Align end of gate head radius with top of wall.
9, Adjacent wall or fence-per plan.
10. Heavy duty self closing hinges to be selected by owner.
11. Lag bolts to adjacent wall or fence.
12. Lock latch to be selected by owner.
FRONT ELEVATION
NOTES
A. Refer to Construction Plan for all type, color,
finish and manufacturer applications.
B. All wood to be S4S Douglas Fir minimum
grade of no. 2 or better.
C. Gates to be painted with 2 coats primer and
2 coats stain.
D. Hinges and latch to meet all requirements for
pool safety standard. All gates to swing into
yard.
TOP VIEW
REAR ELEVATION
7 SIDEYARD GATE [G-1]
8 6
Plotted by: KC-SPAD Aug. 22, 2014 03:25 PM S:lz_Projects\CV04-2012_Carlsbad SFR\sPAD\'P' (Production)\LC-501_CV04-P.dwg
r
3'-0"
_GT-Wih'lD-06 .dwg
Scale:
3/4' = 1'--0'
LEGEND
1. 2" x 6" cap.
2, 1' x 4" top & bottom rnils.
3. 2" x 4' top & bottom rails.
4. 3" x 3" wood post 8'-0" o.c.
5. 1' x 6' panels.
6. Concrete footing.
7. 1 cu. ft. of gravel.
8. 90% compacted subgrade.
9, Finish grade.
10. 2" x 4" middle rail bevel top for no toe hold per
pool code.
11. 1' x 4" panels, 1" overlap over .1" x 6" panels
3 WOOD FENCE [F-1]
LEGEND
1. Finish grade.
2. Waterproof retaining side of wall.
3. 90% compacted subgrade.
4. Concrete footing per Structural Engineer.
5. Reinforcement per Structural Engineer.
6. CMU block.
7. Stucco tinish.
8. Flat stucco cap (allow for surface drainage).
SECTION
C w a: x m .5 ru
~ "' !!' m "' N ;;; n_
1'! ;;; fl
n_ 2
iii
NOTES
A. All wood to be rough sawn Cedar or rightwood
prestained. Or per developer request.
B. Contractor shall utilize galvanized finishing
nails for all connections.
C. Paint I Stain per Plan.
-----
NOTES
A. Refer to Construction Schedule for colors, materials
& other specifications.
B. Refer to Structural Engineer's drawings for
connections, reinforcements & footing
specifications.
WL-RO-SO-SO-02A1 .dwg
Plan
Post at 8'-0" o.c.
} }
------------
ELEVATION
LEGEND
1. Stucco finish with precast cap.
2. CMU and reinforcement per
Structural Engineer.
3, Finish grade.
4. 90% compacted subgrade.
5. Concrete footing per Structural
Engineer.
NOTES
A. Refer to Wall Schedule for
color and finish.
B. Refer to Structural Engineer's
C. plans and Civil Engineer's
plans for grading.
Section
f
.
5' <O
Per -~~ -
Struct.
' 8' 1
c w a:
m .5 ·o !!' "' m
£
SECTION
CV_Typ Sideyard Fence.dwg
Scale:
1/2' = 1 '--0'
_Wl-FS-{30-S0-43 .dwg
I
Landscape Architecture
92 Argonaut, Ste. 270
Aliso Viejo, CA 92656
T: 949.770.8530
www.studio-pad.com
Job No. : CV04-P
Scale: As Shown
Drawn: PAD
LC-5.01 Checked: PAD
APPROVED FOR IRRIGATION AND
PLANTING ONLY, INCLUDING
PRECISE LOCATION OF PLANTING
AREA.
"AS BUILT"
4 Scale: LOW RETAINING STUCCO WALL [W-2] 3I4•=1·-o· 2 STUCCO WALL [W-1] Scale:
3/4' = 1 '-0" RCE EXP. DATE
CONSTRUCTION
DETAILS
REVIEWED BY:
INSPECTOR DATE
CITY OF CARLSBAD 2 ------------1-----+--->------------------+--_,_ __ .,___ _ ____j,___ _ _, I SH~ET I ::=~~=:::::::::::=========-'==~ 1---l---t---------------------J---1----1---1---t LANDSCAPE IMPROVEMENT PLANS FOR:
~ PLANNING DIVISION
Carlsbad -Valley & Oak
Valley 17
---~---+-----------------t----l---l~---1-----11 A-P-PR_o_v_rn_,_.,___---'-t:\.___,_-=='-'-'-----l"z.:; _..J(_ C:f -fJ L .• ;i\-
PLANNING
£,z.1-1±
DATE INfflAL
DESIGNER OF WORK REVISION DESCRIPTION
DAfE INlrlAL DArE ltllr!Al
faµira~on Oats: OTHER APPROVAL ClfY APPROVAL
DWN BY:
CHKD BY:
RVWD BY:
PROJECT NO.
CT 12-07
DRAWING NO.
480-4L
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FINISH GRADING
PART 1 -GENERAL CONDITIONS
1.1 Description:
A. Work included:
( Furnish all labor, materials, equipment, appliances and necessary
incidentals for the complete installation of all landscape finish
grading as shown on the drawings and as specified herein.
a. Preliminary Grading: Grades in all planting areas will be
established to within +/-1110 foot by others prior to beginning
of landscape construction. Raised and roof deck planting
areas shall be backfilled with mixes indicated on plan and in
specifications.
b. Weeding: Before and during finish grading, all weeds and
grasses shall be dug out by the root and disposed of off the
site.
c. Finish grading: Finish grading shall consist of finishing surfaces
by raking smoothly and evenly, removing and disposing of all
extraneous matter to facilitate natural run-off water. All
extraneous matter shall be disposed of off the site.
d. Moisture Content: The soil shall not be worked when the
moisture content is so great that excessive compaction will
occur and not when it is so dry that a dust will form in the air
or that clods will not break readily. Water shall be applied, if
necessary, to provide ideal moisture content for tilling and for
herein specified.
2. Visit the site to determine existing conditions, including access to
the site and the nature and extent of existing improvements upon
adjacent public and private property, nature of materials to be
encountered and other factors that may affect the work of this
section. Additional compensation resulting from the alleged
ignorance of local conditions, and their effect upon the cost of
the work will not subsequently be approved.
3. Cause minimum interference with workmen, materials, or other
equipment of other trades on the project.
PART 2 -MATERIALS
2.1 No materials are required of this section.
PART 3 -EXECUTION
3.1 Surface Condition:
A. Prior to commencing work required by this section, inspect the work of
other trades and verify that such work has been properly completed
and installed to allow for proper installation of all materials and
methods required of this section.
B. All landscape finish grading shall be installed in accordance with the
requirements of all governing authorities, the original design and the
referenced standards.
3.2 Finish Grading:
A. General: When preliminary grading and weeding has been completed
and the soil has dried sufficiently to be readily worked, all lawn and
planting areas shall be graded to the elevations indicated on the
drawings. Grades not otherwise indicated shall be uniform levels or
slopes between points where elevations are given. Minor adjustments
of finish grades shall be made at the direction of the Landscape
Architect, if required. Finish grade shall be smooth, even and uniform
plane with no abrupt change of surface. Soil areas adjacent to building
shall slope away from the buildings to allow a natural run-off of water,
and surface drainage shall be directed as indicated on the drawings
by remodeling surfaces to facilitate the natural run-off water. Low
spots and pockets shall be graded to drain properly.
B. Shrubs and Ground Cover: The finish grade of all shrubbery and
ground cover areas shall be 1-112 inches below the grade of adjacent
pavement, walks, curbs or headers and 3 inches below adjacent walls.
An exception to the above requirements shall be made wherever
drainage conditions may require flush grades as directed by the
Landscape Architect.
C. Lawn Areas: The finish grade of all lawn areas shall be 1-1/2 inches
below the grade of adjacent pavement, walks, curbs or headers. An
exception to the above requirements shall be made wherever drainage
conditions may require flush grades as directed by the Landscape
Architect.
D. Drainage: Contractor is to finish grade with proper slope to drains.
All flow lines, designated or not, shall be graded and maintained to
allow free flow of surface water, and shall conform to lhe intent of all
plans and sections after thorough settlement and compaction of the
soil.
3.3 Inspections: All inspections herein specified shall be made by the
Architect. Request inspections at least 24 hours in advance of the time
inspection is desired. Inspection is required when finish grading is completed.
END
DRAINAGE
PART 1 -GENERAL CONDITIONS
1.1 Description:
A. Work included:
1. Provide all labor, materials, tools, equipment, transportation and
necessary incidentals for the completion of all drainage systems as
shown on the drawings including but not limited to the following:
a. Installation of all brass, ABS and PVC drainage structures.
b. Installation of all drain lines and other necessary equipment as
intent of plans.
PART 2 · MATERIALS
2.1 Acrylonitrile Butadiene-Styrene (ABS) Schedule 40 plastic drain pipe,
perforated or non-perforated in diameters shown on drawings.
2.2 Basins and Drains: High impact plastic styrene drain basins, catch basins,
and grates, high impact plastic styrene deck drains and/or precast
concrete drain box and catch basins and cast iron grate and/or brass
basin and grate in diameters, sizes and types shown on drawings.
2.3 Fittings: Snap couplings, snap tees, ells, Y, and receiver couplings as
necessary to connect all pipe, drains and fittings as shown or inferred on
drawings.
PART 3 -EXECUTION
3.1 Trenching and Pipe Laying:
A. Trenches to pitch a minimum of 114" per foot unless otherwise indicated
on drawings. Contractor to verify all invert elevations and trench depth
prior to excavation.
B. Bottom of trench shall be smooth and continuous to flow direction. A
hollow shall be made to receive bell of pipe so that the joint will not
bear upon the subgrade. Adjustments to line and grade shall be made
by scraping away or filling in with backfill under the base of the pipe and
not by wedging or blocking.
C. Trench material shall be used for backfill. However, no rocks or lumps
shall be used. Welded joints shall be given at least 15 minutes setup
before handling. Above the level of initial backfill, the trench may be
backfilled with trench material.
D. Compaction: Compaction by tamping shall be done in layers not
exceeding eight (8") inches in loose depth. Each layer shall be
thoroughly compacted before proceeding with work.
3.2 Cleanup and Testing:
A. Prior to covering of trenches, drain line and basins shall be checked to
insure proper flow and water tightness.
B. The piping systems shall be flushed and cleaned prior to connecting to
existing drain line, catch basin or storm drain systems.
C. Upon completion of work, remove debris, tools, and surplus materials from
site.
3.3 Inspection: The following inspection shall be made by the Landscape
Architect: When drainage work is completed, request inspection at least 24
hours in advance of the time the inspection is desired.
END
SITE CONCRETE
PART 1 · GENERAL CONDITIONS
1.1 Description:
A. Work Included:
1. Furnish all labor, materials, equipment, appliances, and necessary
incidentals for the complete installation of all walkways per the
drawings.
2. Install retardant finish concrete paving and steps.
3. Install broom finish concrete paving and steps.
4. Install sandblast finish concrete paving and steps.
5. Install steel trowel finish concrete bands.
1.3 Submittals:
A. Samples of color and texture shall be submitted for approval.
B. Prepare 5' x 5' panel of each type of paving using mix, materials and
workmanship proposed for actual work.
Plotted by: KC-SPAD Aug. 22, 2014 03:25 PM S:\z_Projects\C\/04-2012_ Carlsbad SFR\sPAD\'P' (Production)\LC-600_ CV04-P.dwg
PART 2 -MATERIALS
2.1 Cement shall be Portland Cement Type 11, conforming to ASTM designation
C-150. Maximum total alkali shall not exceed 0.6%. Single brand throughout
project.
2.2 Aggregates shall conform to ASTM designation C-33, 3/4" maximum size. Fine,
natural sand, well graded, shall conform to ASTM C-144. Expansion joints
shall conform to ASTM designation D-1751, size, height and location as noted
on the drawings. Joints shall be impregnated felt unless otherwise specified
on drawings.
2.3 Water used shall be potable quality, clean and free of deleterious material.
2.4 Reinforcing steel shall be intermediate grade deformed bars conforming to
ASTM A-615, Grade 40, free of any coating that would prevent proper bond.
Welded wire mesh shall conform toASTMA-185. All steel shall be supported
by chairs, spacers and hangers, and wired at intersections. Sizes shall be
as shown on drawings.
2.5 Concrete mix shall be (unless indicated otherwise) a 5-sack Portland Cement
mix, 3/4 inch maximum size aggregate with maximum 5" slump, designed for
2500 psi at 28 days.
2.6 Joint sealant shall be two-part polysulfide Class A self-leveling sealant as
manufactured by Thiokol, or multi-part polyurethane construction sealant by
L. M. Scofield. Color as selected by Landscape Architect.
2. 7 Curing materials for walks shall be Thompson's C & B curing and bond breaker
compound, product of E. A. Thompson Co., Inc. or approved equal water
sealer.
2.8 Integral color admixture shall be 'Chromix' admixture as manufactured by L.M.
Scofield Company. Color shall be per drawings.
2.9 Curing material for color conditioned concrete shall be 'Lithochrome
Colorwax' as manufactured by L. M. Scofield Company. Color shall be per
Landscape Architect.
2.10 Retarded Finish Concrete:
A. Aggregate to be 'San Fernando Stone'. Fine and coarse aggregate
shall conform to ASTM C33. Coarse aggregate shall be 3/8 inch
maximum in size.
B. Surface retardant shall be Lithochrome concrete surface retarder by
L. M. Scofield Company or equal.
C. Color to be natural gray or color per drawings, with aggregates
exposed.
2.11 Broom Finish Concrete: Broom markings on slabs shall be uniform using a new
manila hemp bristle broom or equivalent tool. Pattern shall be as indicated
on drawings. Color to be per drawings. Where no color is specified, color
shall be natural gray.
2.12 Sandblast Finish Concrete: Produce an even-textured finish, which matches
approved sample, throughout project. Verify and conform to methods
approved by local governing agencies.
2.13 Steel Trowel Finish Concrete: Steel trowel finish concrete bands shall be
edged with a small radius edger. Expansion joints shall be installed at
20'-0" o.c. and control joints at 5'-0" o.c. or as shown on plans.
PART 3 -EXECUTION
3.1 Subgrade:
A. Grade all subgrades to a uniform depth and compact to 95% minimum
compaction. Moisten all subgrades prior to pouring of concrete.
B. Cut all footings in undisturbed or compacted soil. Footings shall be
dead level.
C. Place and compact sand or aggregate base as shown in the drawings.
3.2 Forms:
A. Use only finished lumber. Set all forms to conform to plans and details
and as directed. All edges and lines shall be truly vertical, horizontal
or cuNed as shown on drawings.
B. Moisten all forms prior to placing of concrete.
3.3 Expansion Joints:
A. Place expansion joints in walks as shown on plans, not to exceed 16' on
center.
B. Provide expansion joints where new work adjoins existing work.
C. Place 1/2" deep, tooled score joints as shown on the drawings, or at
maximum 8' o.c. where not indicated.
D. Cold joints are to have steel dowels as shown on plans.
E. All joints shall be accurately aligned, of sharp, even width as shown on
plans.
3.4 Concrete Installation:
A. Class A concrete shall contain not less than 5 sacks of cement per cubic
yard and be proportioned to attain a minimum cylinder strength of 2,500
psi in 28 days. Compressive strengths are to be determined in
accordance with ASTM C-39. The slump shall not exceed 4".
B. All transit mixed concrete shall be mixed and delivered in accordance
with the requirement of the Standard Specifications for ready-mixed
concrete, ASTM C-94.
C. Where paving or steps adjoin existing elements, grades shall match
exactly unless otherwise shown on plans. Concrete shall be finished to
true, even lines and surfaces and left free from defects. Maximum
variation permitted shall be 1/8 inch out of line or level in 10 feet. Joints
and edges shall be straight and true and finished with jointing and
edging tools.
D. Curing: All newly placed concrete shall be kept wet by continuous
application of water for the first seven days after concrete has been
placed.
3.5 Concrete Finish:
A. Retarded Concrete Finish:
1. Apply retarder to finished surface, before initial set takes place as
directed by retardant manufacturer, by spray, roller or brush
depending on retardant consistency. Cover with wet curing burlap
and cure for not less than 10 and not more than 18 hours. Test
surface with a knife blade to determine when to commence work of
revealing aggregate.
2. Edge with a small radius edger before and immediately after the
surface aggregate has been embedded.
3. Reveal aggregate by using water jet and coarse fiber brushes to
remove retarded paste from surface, washing thoroughly until surface
is clean and exposure is complete. Then replace curing burlap and
maintain moist for at least seven days.
4. Slab surfaces shall exhibit an aggregate exposure of coarse
aggregate particles of a 3/8 inch size constituting not less than 60%
and not more than 80% of the surface. Exposure shall be to
depth to provide a surface profile of 1/8 in ;1/16 inches.
B. Broom Finish: Tamp fresh concrete with heavy metal grid. Screed with
straight edge to remove all irregularities. Float to a smooth surface,
steel trowel and edge to an even hard surface. Using new manila hemp
bristle broom, brush markings on slabs in uniform fashion as shown on
drawings. Construct 6" steel trowel shiner around edges as shown on
plans.
C. Medium Sandblast Finish: Finish shall be of an even texture throughout
the project, exposing no aggregate greater than 1/8" in diameter.
D. Steel Trowel Finish: Provide hard, dense, smooth impeNious surface,
free of defects, achieved by working steel trowels into top surface of
concrete.
END
BRICK MASONRY
PART 1 • GENERAL CONDITIONS
1.1 Description:
A. Work Included: Furnish all labor, materials, equipment, appliances and
necessary incidentals for the complete installation of all brick paving as
shown on the drawings and as specified herein.
B. Related Work: Install all sleeves, anchor bolts and miscellaneous inserts
as are necessary.
1.2 Quality Assurance:
A. Codes and Standards: In addition to the requirements of all governing
codes, ordinances and agencies, conform to the requirements of the
following codes and standards:
1. Brick Masonry Technical Data Bulletin No. 19 of of the Associated
Brick Manufacturer's of Southern California.
2. Standard specifications for facing brick ASTM C-216-62.
1.3 Subrnittals:
A. Samples: Furnish three (3) full-size samples of all colored and textured
brick pavers for approval by Landscape Architect.
B. Provide a 5' x 5' sample of each paving pattern for inspection by
Landscape Architect.
1.4 Product Protection, Storage and Handling:
A. Protection: Take all precautions necessary to protect the materials of
this section before, during, and after installation.
B. Replacements: In the event of damage, immediately repair all damaged
and defective work to the approval of the Landscape Architect, at no
additional cost to the owner.
PART 2 -MATERIALS
2.1 All brick units specified under this section shall comply with ASTM C-62,
Grade MW, except that the maximum absorption shall be 16% by 24-hour
submersion in cold water, or 19% by 5-hour boiling, and the minimum
compressive strength shall be 1,500 psi.
2.2 Mortar and grout to match brick. Color to be approved by Landscape
Architect.
2.3 Concrete Subslabs: See 'Concrete Walkways and Steps'.
PART 3 -EXECUTION
3.1 Inspection of Surface Conditions:
A. Inspect the work of other trades and verify that such work has been
properly completed and installed to allow for proper installation of
all brick paving.
B. All brick paving shall be installed in accordance with the requirements
of all governing authorities, the original design, and the referenced
standards.
3.2 Installation of Brick Pavers:
A. Pavers shall be laid plumb, level and true to a line in both vertical and
horizontal directions. Maximum deviation from straight line shall not
exceed 1/8 inches in 10 feet. Headers and corner units shall show
finished faces where exposed.
B. Reinforcement: Install reinforcing as indicated on drawings.
3. 3 Cutting of Brick: Use masonry saw for all cuts unless specified otherwise.
3.4 Grout joints shall be maximum 3/8" wide with a concave tooled finish.
3.5 Protection and Clean-Up: All completed work and work of adjoining
surfaces shall be protected from mortar and grout stains and smears.
END
CONSTRUCTION
SPECIFICATIONS
I SH~ET I
-
Landscape Architecture
92 Argonaut, Ste. 270
Aliso Viejo, CA 92656
T: 949.770.8530
www.studio-pad.com
Job No. : CV04-P
Scale: None
Drawn: sPAD
LC-6.01 Checked: PAD
APPROVED FOR IRRIGATION AND
PLANTING ONLY, INCLUDING
PRECISE LOCATION OF PLANTING
AREA.
"AS BUil T"
RCE EXP. DATE
REVIEWED BY:
INSPECTOR DATE
CITY OF CARLSBAD ~ PLANNING DIVISION 2
LANDSCAPE IMPROVEMENT PLANS FOR:
Carlsbad -Valley & Oak
Valley 17
•----1----1-------------------1----1----1----1----• l-A-PP_R_o_vE_□_: __ ·_ -I""~-=--==='-'-----• /A"i-q_ 0-tdl ...;ft
PLANNING
g.r,.1-+
E.tpiratlon Daie:
DATE INITIAL
DESIGNER OF WORK REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
OTHER APPROVAL CffY APPROVAL
DWN BY:
CHKD BY:
RVWD BY:
PROJECT NO.
CT 12-07
DRAWING NO.
480-4L
,
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SITE STONEWORK
PART 1 · GENERAL CONDITIONS
1.1 Description:
A. Work included:
1. Furnish all labor, materials, equipment, appliances and necessary
incidentals for the complete installation of all slate work as shown
or called for on the contract drawings and specifications.
2. Defective Work: Any piece of slate showing flaws or imperfections
upon receipt at the storage yard or building site shall be referred
to the Landscape Architect for determination as to responsibility
decision as to whether it shall be rejected or redressed for use.
3. Submittals:
a. Furnish three (3) full-sized samples of each type of stone to the
Landscape Architect for approval.
b. Pallets of stone shall be made available to the Landscape
Architect for inspection a minimum 24 hours prior to installation.
PART 2 · MATERIALS
2.1 Slate:
A. General: All slate shall be standard grade, free of cracks, seams or
starts which may impair its structural integrity of function. Inherent
variations and characteristics of the quarry from which it is obtained
may be acceptable. Color, texture and finish shall be within the range
samples approved by the Landscape Architect.
2.2 Adoquin Stone: See Plans.
2.3 Mortar: Mortar for setting and pointing shall be one part Portland Cement
and one part plastic lime hydrate to three parts of clean, non-staining
sand. It shall be mixed in small batches, using clean, non-alkaline water, until
it is thoroughly homogeneous, stiff and plastic. After mixing, the mortar shall
set for not less than one hour or more than two hours before being used.
Mortar color shall match stone. Mortar color shall be approved by
the Landscape Architect.
2.4 Sealants and Backup Material: Where specified, G.E. Silpruf Sealant shall
be used for the pointing of joints. The backup material used with the
sealant shall be G.E. Glazing tape for joints 1/4" or less, foam backer rod
for larger joints.
2.5 Anchors, Cramps and Dowels: All anchors, cramps, dowels and other
anchoring devices shall be Type 304 stainless steel of the types and sizes
shown on approved shop drawings.
2.6 Surface Sealant: See Plans.
PART 3 · EXECUTION
3.1 Fabrication:
A. Dimensions: Maximum variation in the dimensions of any piece shall be
1/4 of the specified bed and joint width.
B. Flatness Tolerance:
1. Variation from true plane, or flat surfaces, shall be determined by
use of a 4' long straightedge, applied in any direction of the
surface. The maximum variation from true plane shall not exceed 1/4
of the specified joint width.
2. Variations from true plane on other parts of face surface shall not
exceed the following:
Honed Finishes 1/8"
Cleft Finishes 1/8"
C. Backs of Pieces: Backs of all pieces shall be sawn or roughly dressed
to approximately true planes. Maximum variation in thickness from that
specified shall not exceed 3/8" on pieces less than 3" thick or 1/2" on
thicker pieces. Sawn backs shall be cleaned of all rust stains and iron
particles.
3.2 Shipping and Handling:
A. Packing and Loading: Finished stone shall be carefully packed and
loaded for shipment using all reasonable and customary precautions
against damage in transit. No material which may cause staining or
discoloration shall be used for blocking or packing.
B. Site Storage: Upon receipt at the building site or storage yard, the
stone shall be stacked on timber or plattorms at least 4" above the
ground, and extreme care shall be taken to prevent staining during
storage. Polyethylene or other suitable plastic film shall be placed
between any wood and finished surfaces and shall be used also as an
protective covering.
3.3 Setting:
A. All settings shall be done by competent stone cutters, in accordance
with approved shop drawings.
B. Unless otherwise shown on approved shop drawings, each piece shall
be carefully bedded in a full bed of mortar and tapped home with a
rawhide mallet to a full and solid bearing. Particular care shall be
executed to equalize bed and joint openings and eliminate the need
for redressing of exposed surfaces. Exposed surfaces shall be kept
free of mortar at all times.
C. Except for expansion joints and where otherwise specified, all joints
and beds shall be completely filled and raked out to a depth of not
less than 3/4 inches. Every precaution shall be taken to prevent direct
bearing contact between pieces.
3.4 Backing:
A. Unless otherwise specified, the spaces between the back of stone and
the backing construction shall be filled using the mortar specified in
"MATERIALS 11-C".
B. This fill shall be thoroughly rodded to eliminate all voids, and care shall
be exercised to avoid displacement of the slate.
3.5 Cleaning and Protection:
A. After being pointed, the stone work shall be carefully cleaned, starting
at the top, removing all dirt, excess mortar, stains and other
defacements.
B. Stainless steel wire brushes or wool may be used, but the use of other
wire brushes or of acid or other solutions which may cause discoloration
is expressly prohibited.
3.6 Protection of Finished Work:
A. After the stone work is installed, it shall be the responsibility of the
General Contractor to see that it is properly and adequately protected
from damage. Boxing or other suitable protection shall be provided
wherever required, but no lumber which may stain or deface stone shall be
used. All nails used shall be galvanized or non-rusting.
B. All stone work in progress shall be protected at all times during construction by use of a suitable strong impervious film or fabnc securely
held in place.
END
MORTAR AND GROUT
PART 1 · GENERAL CONDITIONS
1.1 Description:
A. Work included:
1. Furnish all labor, materials, equipment, appliances and necessary
incidentals for the complete installation of all mortar and grout as
shown on the drawings and as specified herein.
2. Codes and Standards: In addition to !he requirements of all
governing code, ordinances and agencies, conform to the requirements
of the following codes and standards:
a. Masonry Codes and Specifications, 1974 edition.
b. American Society for Testing Materials (ASTM) for masonry and
grout.
c. Uniform Building Code, 1979 edition.
3. Samples: Submit a complete color range for mortar color selection.
4. Protection:
a. Take all precautions necessary to protect the materials of this
section and adjoining work before, during and after installation.
5. Replacements: In the event of damage, immediately repair all damaged
and defective work to the approval of the Landscape Architect, at no
additional cost to the Owner.
6. All manufactured products shall be delivered to the job site in
original unopened containers.
PART 2 · MATERIALS
2.1 Sand: Conforming to ASTM C-144, except that not less than 3% shall pass
through the No. 100 sieve. Grout sand and pea gravel shall be well-graded
with not more than 5% passing through the No. 8 sieve and with 95% to 100%
passing the 3/8 inch sieve. Conform to ASTM C-404.
2.2 Portland Cement: ASTM C-150 Type II, low alkali. Maximum total alkali shall not
exceed 0.6% as per Federal Specification SSC 1928. Only one brand and one
color of cement shall be used.
2.3 Lime: ASTM C-207, Type S.
Plotted by: KC-SPAD Aug. 22, 2014 03:26 PM S:lz Projects\CV04-2012 Carlsbad SFR\sPADl'P' (Production)ILC-600 CV04-P.dwg
2.4 Mortar Colors: Pure, alkali resistant, non-metallic mineral colors, such as "Clinton
Mineral Mortar Color", "Pecora Mortar Stain" or approved equal. All colors
shall be approved by Landscape Architect prior to use.
2.5 Admixtures:
A. Red Label Sucomen -Grout Aide Type II.
B. Mortaron by Pen Dixie Chemical Company.
C. Omicron by Master Builders.
2.6 Water: Clean and potable.
2. 7 Calcium chloride shall not be permitted.
PART 3 · EXECUTION
3.1 Surface Conditions:
A. Inspect the work of other trades and verify that such work has been
properly completed and installed to allow for proper installation of all
mortar and grout.
B. All mortar and grout shall be installed in accordance with the requirements
of all governing authorities, the original design and the referenced
standards.
3.2 Mixes:
A. Mortar for Use in Brick Masonry Construction: UBC Type S in following
proportions by loose, dry volumes:
Portland Cement
Lime
Mortar Sand
Mortar Colors
Admixture
1 part
1/4 part
3 parts
As required
Per manufacturer's recommendations, not to
exceed 1/10 volume of cement.
B. Fine Grout: For spaces less than 2 inches wide and block cells less than 3
inches, in the following proportions by loose, dry volumes:
Portland Cement
Grout Sand
Admixture
1 part
3 parts
Per manufacturer's recommendations.
C. Pea Gravel Grout: For spaces 2 inches wide or more, and block cells 3
inches x 3 inches and larger, in the following proportions by loose, dry
volumes.
Portland Cement
Grout Sand
Pea Gravel
Admixture
Water
3.3 Mixing Mortar and Grout:
1 part
3 parts
2 parts
Per manufacturer's recommendations.
Not to exceed 7-1/2 gallons per sack of cement.
A. Proportions: Accurate volume measurement, in mechanical mixer one (1) full
sack capacity. Use measuring boxes for ingredients.
B. Mix short water, cement and sand for two (2) minutes, add lime or admixture
and additional water, and mix for ten (10) minutes. Add water for the proper
workability.
C. Consistency:
1. Mortar: Slump 2-3/4 inches, using 2" x 2" x 6" high truncated cone.
2. Grout: To permit pouring with segregation.
3.4 Mortar Application:
A. Joints shall be maximum 3/8 inches thick, straight, uniform in tooling and
clean, with the following types of tooling:
1. Exposed masonry -concave joints.
2. See plans for special jointing types.
B. Jointing: All jointing shall be performed to achieve a clean, dense joint,
well-bonded to all edges of masonry.
C. Mortar shall be generously applied to masonry units on all faces and
surfaces to solidly fill all voids within the joints.
3.5 Grouting Application:
A. Reinforcing steel shall be in place and inspected before grouting starts.
B. Align vertical cells to maintain a continuous unobstructed cell area not
less than 2" x 3".
C. Solidly fill cells containing reinforcement.
D. Pour grout in 4-foot lifts stopping pour 2 inches below the top of the course.
E. Solid grout cells containing bolts, anchors and other items inserted in the wall.
3.6 Tests:
A. Mortar Tests: 2" x 4" cylinders, one pair made on each of three consecutive
days.
Compression: 7 days 750 psi
28 days 2500 psi
B. Grout Tests: Prisms, approximately 3" x 3" x 6" made in brick molds,
molds broken away after specimen has set. Tested in vertical position.
Compression: 7 days
28 days
1000 psi
2000 psi
END
CAULKING AND SEALING
PART 1 · GENERAL CONDITIONS
1.1 Description:
A. Work Included:
1. Furnish all labor, materials, equipment, appliances, and necessary
incidentals for the complete installation of all caulking and sealing as
shown on the drawings and as specified herein.
2. Samples: Submit one sample tube of each type of caulking to be used
on this project to the Landscape Architect for approval.
3. Guarantee: Furnish a two (2) year written guarantee against all defects
in materials and workmanship from the date of substantial completion as
determined by the Landscape Architect. Guarantee of this section
shall include replacement and/or repair as required by the Landscape
Architect of all items damaged as a result of roof leaks.
PART 2 · MATERIALS
2.1 Caulking: A non-staining water repellant composition containing no asphalt and
meeting requirements of Federal Specification TTC-598, Grade I.
2.2 Joint Sealant:
A. Dow Corning 780.
B. General Electric Silicone Sealant.
C. Thiokol LP: Tremco Mfg. Co.
2.3 Primer: As recommended by sealant manufacturer.
2.4 Joint Back-Up: Butyl or thafome rope of slightly larger diameter than width of
joint.
2.5 Caulking color to match paving material. Colors to be approved by Landscape
Architect.
PART 3 · EXECUTION
3.1 Inspection of Surface Conditions:
A. Inspect the work of other trades and verify that such work has been
completed and inslalled to allow for proper installation of all materials and
methods required for this section.
B. All caulking and sealing shall be installed in accordance with the
requirements of all governing authorities, the original design and the
referenced standards.
3.2 Application:
A. Joints and Surfaces to Receive Normal Caulking: Dry, clean and free from
dust. Apply with gun-type applicator.
B. Joints and Spaces to Receive Sealant: Clean and free from dust. Dry
treat all joints with proper primer. Install back-up if joint over 1/2 inch
deep. Fill joints with slight concave surface.
C. Upon completion, caulking and sealing to have smooth, even finish. All
sealed joints watertight and weathertight.
D. Caulk all areas where two dissimilar materials meet and areas where water
penetration may enter control joints in walls.
3.3 Clean-up: Remove stains of caulking or sealing operations from areas
adjacent to treated joints, glass and aluminum. All joints shall be neat and
straight, masking tape shall be removed prior to acceptance.
END
DATE JtllTJAL
DESIGNER OF WORK E..1plfaOOn Dale:
DATE IMH!Al
REVISION DESCRIPTION OTHER APPROVAL
CONSTRUCTION
SPECIFICATIONS
I SH;ET I
Landscape Architecture
92 Argonaut, Ste. 270
Aliso Viejo, CA 92656
T: 949.770.8530
www.studio-pad.com
Job No. : CV04-P
Scale: None
Drawn: sPAD
LC-6.02 Checked: PAD
APPROVED FOR IRRIGATION AND
PLANTING ONLY, INCLUDING
PRECISE LOCATION OF PLANTING
AREA.
"AS BUILT"
RCE EXP. DATE
REVIEWED BY:
INSPECTOR DATE
CITY OF CARLSBAD ~ PLANNING DIVISION
LANDSCAPE IMPROVEMENT PLANS FOR:
Carlsbad -Valley & Oak
Valley 17 I APPROVED: fq\ 4-f:t\ -4>tt ~-Z•·li: I PLANNING
DWN BY: I PROJECT NO. I DRAWING NO. OATE ltllflAL CHKD BY:
CITY APPROVAL RVWD BY: CT 12-07 480-4L
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REINFORCING
PART 1 · GENERAL CONDITIONS
1.1 Description:
A. Work Included:
1. Furnish all labor, materials, equipment, appliances and necessary
incidentals for the complete installation of all reinforcing as shown on
the drawings and as specified.
2. Codes and Standards: In addition to the requirements of all governing
codes, ordinances and agencies, conform to the requirements of the
following codes and standards:
a. Concrete Reinforcing Steel Institute (CRSI): 'Reinforced Concrete -
A Manual of Standard Practice', latest edition.
b. American Concrete Institute (ACI): 'Manual of Standard Practice for
Detailing Reinforced Concrete Structures', ACI 315, latest edition.
c. Uniform Building Code -1997 edition.
3. Coordinate reinforcing placement with all inserted or penetrating items
through concrete.
4. Storage: Do not allow reinforcing materials to have direct contact with
the ground. Cover adequately to prevent rusting or any other contact
with materials injurious to proper bonding.
PART 2 · MATERIALS
2.1 Reinforcing Bars: New, deformed, billet steel bars, conforming to ASTM A-615,
Grade 40. Deliver bars new and free from rust and mill scale in original bundles
with mill tags intact.
2.2 Welded Wire Fabric: New, rectangular welded steel wire fabric, conforming to
ASTM A-185. Gauge and center-to-center spacing shall be as noted on the
drawings.
2.3 Accessories: Provide galvanized steel or plastic spacers, chairs, ties, and
similar items as required for spacing, assembling and supporting reinforcement
in place.
2.4 Tie Wire: #16 gauge or heavier, black or galvanized steel tie wire conforming
to ASTM A-82.
2.5 Accurately bend, cut and place bars as indicated on the drawings. Bend bars
cold. Heating of bars will not be permitted. Do not bend or straighten bars
in any manner that will injure the material.
2.6 Submit mill affidavits stating the grades, physical properties and chemical
properties of the reinforcing steel, and conformance with ASTM specifications
to the Landscape Architect before delivery of the steel to the job site.
PART 3 · EXECUTION
3.1 Inspection of Surface Conditions:
A. Inspect the work of other trades and verify that such work has been properly
completed and installed to allow for proper installation of all reinforcing.
B. All reinforcement shall be installed in accordance with the requirements of all
governing authorities, the original design and the referenced standards.
3.2 Reinforcing steel shall be placed in accordance with the drawings and
approved shop drawings and the applicable requirements of the codes and
standards herein specified. Install reinforcement accurately and secure against
any movement.
3.3 Clean all reinforcement from loose scale rust with wire brushing. Remove all
items which would impair bonding of concrete.
3.4 Reinforcing Supports: Support bars on metal chairs, spacers or metal hangers.
Accurately place and securely fasten to steel reinforcement. Supply additional
bars as required to securely fasten reinforcement in place. Support legs of
accessories in forms without embedding in form surface. Spacing of chairs and
accessories shall conform with CRSl's 'Recommended Practice for Placing Bar
Supports'. Accurately space ties and stirrups and wire to the reinforcing. No
wood will be permitted inside forms.
3.5 Placing and Tying: Securely tie all reinforcing with #16 gauge tie wire at all
splices and intersections and as directed. Point ends of wire ties away from
forms.
3.6 Laps and Splices: Lap bars a minimum of 24 diameters in concrete and 40
diameters in masonry, but in no case less than 24 inches unless otherwise shown
on drawings. Wherever possible, splices of adjacent bars shall be staggered.
Welded wire mesh shall minimum side and end laps of 6 inches.
3.7 Welded Wire Mesh: Install wire mesh in as long lengths as practical. Wire all
laps and splices. Lift wire into proper position while pouring concrete.
3.8 Dowels: Secure tie dowels in place before depositing concrete.
3.9 Inspection: Notify the Landscape Architect as least 72 hours prior to
concrete pour. Place no concrete until reinforcing steel has been approved
by the inspector and/or the testing agency.
3.10 Defective Work: The following reinforcing steel work will be considered
defective and may be ordered by the Landscape Architect to be removed and
replaced by the Contractor at no additional cost to !he Owner.
A. Bars with kinks or bends not shown on the drawings.
B. Bars injured due to bending and straightening.
C. Bars heated for bending.
D. Reinforcement not placed in accordance with the drawings and/or
specifications.
E. Rusty or oily bars.
END
SITE CARPENTRY
PART 1 · GENERAL CONDITIONS
1.1 Rough Carpentry:
A. Work Included:
1. Wood framing
2. Timbers for posts and beams
3. Rooftop equipment screens
4. Wood grounds, nailers and blocking
5. Wood furring
B. Related Work Coordination: Fit carpentry work to other work, scribe
and cope as required for accurate fit. Correlate location of furring,
nailers, blocking, grounds and similar supports to allow attachment of
other work.
1.2 Product Protection, Storage and Handling: Keep materials under cover
and dry. Protect against exposure to weather and contact with damp or
wet surfaces. Stack lumber as well as plywood and other panels, provide
for air circulation within and around stacks and under temporary coverings
including polyethylene and similar materials.
PART 2 · MATERIALS
2.1 Lumber, General: Lumber Standards: Manufacture lumber to comply with
PS 20 'American Softwood Lumber Standard' and with applicable grading
rules of inspection agencies certified by American Lumber Standards
Committee's (ALSC) Board of Review.
2.2 Inspection Agencies: Inspection agencies and the abbreviations used to
reference with lumber grades and species include the following:
RIS
NLGA
SPIB
WCLIB
WWPA
-Redwood Inspection Service
-National Lumber Grades Authority (Canadian)
-Southern Pine Inspection Bureau
-West Coast Lumber Inspection Bureau
-Western Wood Products Association
2.3 Grade Stamps: Factory-mark each piece of lumber with grade stamp of
inspection agency evidencing compliance with grading rule requirements
identifying grading agency, grade, species, moisture content at time of
surfacing, and mill.
A. For exposed lumber, apply grade stamps to ends or back of each piece,
or omit grade stamps entirely and issue certificate of grade compliance
from inspection agency in lieu of grade stamp.
2.4 Nominal Sizes are indicated, except as shown by detail dimensions. Provide
actual sizes as required by PS 20, for moisture content specified on each use.
A. Provide dressed lumber, S4S, unless otherwise indicated.
B. Provide seasoned lumber with 19 percent maximum moisture content at
time of dressing and shipment for sizes 2" or less in nominal thickness,
unless otherwise indicated.
2.5 Lumber Grades: Reier to structural drawings for grades of lumber.
2.6 Lumber and plywood grading per Section 2505 of Title 24 CCR.
2. 7 Timber Connectors: Provide inspections per Title 24 Section 2518(b ).
2.8 Miscellaneous Lumber: Provide wood for support or attachment of other
work, including rooftop equipment curbs and support bases, cant strips,
bucks, nailers, blocking, furring, grounds, stripping and similar members.
Provide lumber of sizes indicated, worked into shapes shown, and as follows:
A. Moisture content: 19 percent maximum for lumber items not specified to
receive wood preservative treatment.
2.9 Plywood Blocking Panels: For mounting electrical or telephone equipment,
provide fire-retardent treated plywood panels with grade designation
APA C-D PLUGGED INT with exterior glue, in thickness indicated, or, if not
otherwise indicated, notless than 15/32".
Plotted by: KC-SPAD Aug. 22, 2014 03:26 PM S:lz_ProJects\CV04-2012_Carlsbad SFR\sPADl'P' (Production)\LC-600_CV04-P.dwg
2.10 Miscellaneous Materials: Fasteners and Anchorages: Provide size, type,
material and finish as indicated and as recommended by applicable
standards, complying with applicable Federal Specifications for nails,
staples, screws, bolts, nuts, washers and anchoring devices. Provide metal
hangers and framing anchors of the size and type recommended by the
manufacturer for each use including recommended nails.
A. Where rough carpentry work is exposed to weather, in ground contact,
or in area of high relative humidity, provide fasteners and anchorages
with a hot-dip zinc coating (ASHA A 153).
2.11 Wood Treatment by Pressure Process: Preservative Treatment: Where
lumber or plywood is indicated as "Trt-Wd" or "Treated", or is specified
herein to be treated, comply with applicable requirements of AWPA
with applicable requirements of AWPA Standards C2 (Lumber) Standards
C2 (Lumber) and cg (Plywood) and of AWPB Standards listed below. Mark
each treated item with the AWPB Quality Mark Requirements.
A. Pressure-treat above-ground items with water borne preservatives to
comply with AWPA LP-2. After treatment, kiln-dry lumber and plywood
to a maximum moisture content, respectively, ol 19 percent and 15
percent. Treat indicated items and the following:
1. Wood cants, nailers, curbs, equipment support bases, blocking,
stripping, and similar members in connection with roofing, nashing,
vapor barriers and waterproofing.
2. Wood sills, sleepers, blocking, furring, stripping and similar
concealed members in contact with masonry or concrete.
3. Wood framing members less than 18" above grade.
B. Pressure-treat the following with water-borne preservatives for ground
contact use complying with AWPB LP-22.
1. Wood members in contact with ground.
2. Wood members in contact with fresh water.
C. Complete fabrication of treated items prior to treatment, where possible.
If cut after treatment, coat cut surfaces with heavy brush coat of same
chemical used for treatment and to comply with AWPA M4. Inspect each
piece of lumber or plywood after drying and discard damaged or
defective pieces.
2.12 Fire-Retardant Treatment: Where fire-retardant treated wood ("FRTW") is required
(by agency or owner), pressure impregnated lumber and plywood with fire-retardant
chemicals to comply with AWPA C20 and C27, respectively, for treatment type
indicated below, identify "F RTW" lumber with appropriate classification marking of
Underwriters Laboratories, Inc., U.S. Testing, Timber Products Inspection or other
testing and inspecting agency acceptable to authorities having jurisdiction.
A. Exterior Type: Use where "FRTW" wood is indicated for exposed applications.
B. Inspect each piece of treated lumber or plywood after drying and discard
damaged or defective pieces.
PART 3 -EXECUTION
3.1 General:
A. Discard units of material with defects which might impair quality of work, and
units which are too small to use in fabricating work with minimum joints or
optimum joint arrangement.
B. Set carpentry work to required levels and lines, with members plumb and true
to line and cut and fitted.
C. Securely attach carpentry work to substrate by anchoring and fastening as
shown and as required by recognized standards.
1. Countersink nail heads or screws on exposed carpentry work and fill hole.
D. Use common wire nails, except as otherwise indicated. Use finishing nails for
finish work. Select fasteners of size that will not penetrate members where
opposite side will be exposed to view or will receive finish materials. Make
tight connections between members. Install fasteners without splitting of
wood -pre-drill as required. Use galvanized nails for all exterior carpentry.
3.2 Wood Grounds, Nailers, Blocking and Sleepers:
A. Provide wherever shown and where required for screeding or attachment of
other work. Form to shapes as shown and cut as required for true line and
level of work to be attached. Coordinate location with other work involved.
B. Provide permanent grounds of dressed, preservative treated, key-beveled
lumber not less than 11" wide and of thickness required to bring face of
ground to exact thickness of finish material involved. Remove temporary
grounds when no longer required.
3.3 Wood Fu.rring:
A. Suspended Furring: Provide size and spacing shown, including hangers and
attachment devices. Level to a tolerance of 1/8" in 10', except 1/4" in 10'
for thich-coat plaster work.
3.4 Wood Framing, General:
A. Provide framing members of sizes and on spacings shown, and frame
openings as shown or, if not shown, comply with recommendations of
Title 24. Do not splice structural members between supports.
B. Anchor and nail as shown, and to comply with Title 24.
3.5 Timber Framing:
A. Provide wood beams and girders of the size and spacing shown. Install
with crown edge up. Provide continuous members unless otherwise shown.
B. Provide wood posts of the sizes shown. Provide metal anchoring and
attachment devices as shown.
END
FINISH CARPENTRY
PART 1 -GENERAL CONDITIONS
1.1 Description of work: Finish carpentry includes carpentry work which is exposed
to view, is non-structural, and which is not specified as part of other sections.
A. Work Included:
1. Exterior joists and beams.
2. Exterior decking and trim.
3. Wood screening and panels.
1.2 Quality Assurance:
A. Factory-mark each piece of lumber and plywood with type, grade, mill and grading
agency identification except omit marking from surfaces to receive transparent
finish, and submit mill certificate that material has been inspected and graded in
accordance with requirements if it cannot be marked on a concealed surface.
B. Softwood Lumber Standards: Comply with PS 20 "American Softwood Lumber
Standard" and with applicable grading rules of the respective grading and
inspecting agency for the species and product indicated.
1.3 Submittals:
A. Samples: Submit the following samples for each species and cut or pattern
of finish carpentry.
1. Exterior beams and joists: 2'-0" long x full board width, unfinished.
2. Exterior decking: 2'-0" x full board width, unfinished.
3. 5 x 5 decking sample: Sandblasted. As indicated on drawings.
1.4 Product Protection, Slorage and Handling: Protect finish carpentry materials during
transit, delivery, storage and handling to prevent damage, soiling and deterioration.
PART 2 · MATERIALS
2.1 General:
A. Nominal sizes are indicated, except as shown be detailed dimensions.
Provide lumber manufactured to the actual sizes as required by PS 20 or
to actual sizes and patterns as shown, unless otherwise indicated.
B. Moisture content of Softwood Lumber: Provide seasoned (KD) lumber having
a moisture content from time of manufacture until time of installation not greater
than values required by the applicable grading rules of the respective grading
and inspecting agency for the species and product indicated.
2.2 Exterior Finish Carpentry:
A. Beams and Joists: Provide lumber complying with the following requirements including
those of the grading agency listed with species.
1. Species: Douglas Fir, Western Wood Products Association (WWPA).
B. Texture: Saw-textured all four sides and/or re-sawn as indicated on drawings.
2.3 Miscellaneous Materials:
A. Fasteners and Anchorages: Provide nails, screws and other anchoring devices of the type,
size, material, and finish required for application indicated to provide secure attachment,
concealed where possible, and complying with applicable specifications and all agency codes.
2.4 Wood Treatment:
A. Preservative Treatment (Trt-Wd): Following basic fabrication, provide 3-minute dip treat-
ment of finish carpentry items indicated to receive preservative treatment in 5 % solution
of pentachlorophenol, with vehicle which will not interfere with finish application and will
produce minimum effect upon appearance. Apply brush coat on surface cut after treatment.
PART 3 · EXECUTION
3.1 Preparation: Condition wood materials to average prevailing humidity conditions in
installation areas prior to installing.
3.2 Installation:
A. Discard units of material which are unsound, warped, bowed, twisted, improperly treated,
not adequately seasoned or too small to fabricate work with minimum of joints or optimum
jointing arrangements, or which are of defective manufacturer with respect to surfaces,
sizes or patterns.
B. Install the work plumb, level, true, and straight with no distortions. Shim as required using
concealed shims. Install to a tolerance of 1/8" in 8'-0" for plumb and level decking.
C. Scribe and cut work to fit adjoining work, and refinish cut surfaces or repair damaged
finish at cuts.
1. Apply flat grain lumber with bark side exposed to weather.
D. Anchor finish carpentry work to anchorage devices or blocking built-in or directly attached to
substrates. Secure to grounds, stripping and blocking with countersunk, concealed
fasteners and blind nailing as required for a complete installation. Except where pre.finished
matching fasteners heads are required, use fine galvanized finishing nails for exposed
nailings, countersunk and filled flush with finished surface, and matching final finish where
transparent is indicated.
3.3 Adjustment, Cleaning, Finishing and Protection:
A. Repair damaged and defective finish carpentry work wherever possible to eliminate defects
functionally and visually. Where not possible to repair properly, replace woodwork. Adjust
joinery for uniform appearance.
B. Clean finish carpentry work on exposed and semi-exposed surfaces. Touch-up shop-applied
finishes to restore damaged or soiled areas.
C. Protection: Installer of finish carpentry work shall advise contractor and/or owner of final
protection and maintained conditions necessary to ensure that work will be without
damage or deterioration at time of acceptance.
END
C. Lumber for Transparent Finish (Stained or Clear): Use pieces made of solid lumber stock.
D. For exterior finish carpentry work, use lumber for "wet use" and certified so by respective
grading and inspecting agency for species and product indicated.
CONSTRUCTION
SPECIFICATIONS
I SH~ET I
Landscape Architecture
92 Argonaut, Ste. 270
Aliso Viejo, CA 92656
T: 949.770.8530
www.studio-pad.com
Job No. : CV04-P
Scale: None
Drawn: sPAD
LC-6.03 Checked: PAD
APPROVED FOR IRRIGATION AND
PLANTING ONLY, INCLUDING
PRECISE LOCATION OF PLANTING
AREA.
"AS BUILT"
RCE EXP. DATE
REVIEWED BY:
INSPECTOR DATE
CITY OF CARLSBAD ~ PLANNING DIVISION
LANDSCAPE IMPROVEMENT PLANS FOR:
Carlsbad -Valley & Oak
Valley 17 I APPROVED: t!4\ c. ::r-t::.I l ...,, :tt ~-'Z1', 1+ I PLANNING
DATE INITLAL
REVISION DESCRIPTION
€,lpiralion Data: DESIGNER OF WORK
OWN BY:
I
PROJECT NO. I DRAWING NO.
DAfE !NrflAL DATE INlflAl CHKD BY: CT 12-07 480-4L OTHER APPROVAL CITY APPROVAL RVWO BY:
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PRESSURE LOSS
CALCULATION
TYPICAL LOT
DESCRIPTION
'" IRRIGATION WATER METER+ SERVICE LINE ' 67' FEET OF 1.25" MAINLINE (0.35 PER 100')
FITTINGS LOSS {20% OF MAINLINE LOSS)
0' FEET ELEVATION GAIN
REMOTE CONTROL VALVE
LATERAL LINES
TOTAL LOSSES
PRESSURE REQUIRED AT HEAD
PRESSURE REQ'D:
EXISTING STATIC WATER PRESSURE
RESIDUAL WATER PRESSURE
FLOW IN PSI
GPM LOSS
7 1.80
7 0.23
7 0.05
0.00
7 4.20
7 5.00
11.28
30.00
41.28
60
18.72
IRRIGATION RUN SCHEDULES:
Peak Month (July) Run Time Calculator
#1 Drip Systems -Low Water Use Shrubs -Basins
Precip Rate: 0.48 Dist Unit: 85%
PR=(231.1 x Dripper Fklw Rate 'JPh)/(Dripper Spacing x Tubing Spacing)
Precip. Peak ET ET per Week w/ Irrigation Efficency
Rate: Application ,ches/rmnhes/week a1en App Rate/lrrig Elf.
Monfr1 per 1Neek and Kc Value
(.30 Kc (PF) Vdlue)
Tolal Area:
4,056
Watering Required
Per Week
in hours hrs
Dripper Spacing
18
Watering Req'd
Per Week
in minutes min.
Tubing Spacing
16
Watering Watering
Days Minutes
per week per Day
Flow Rate
0.60
0.48 July 5.19 1.21 0.43 0.89 hrs 53 min. 3 18
Start Times: 1
#2 Drip Systems -Low Water Use Shrubs -Parkways
Preclp Rate: 0.43 Dist Unif: 8-5% Tolal Area: Drlpper Spacing Tubing Spacing Flow Rate
PR=(231.1 x Dripper Fklw Rate 9ph)/(Dripper Spacing x Tubing Spacing) 10.401 18 18 0.60
Precip. Peak ET ET per Week w/ Irrigation Efficency Watering Required Walering Req'd Watering Walering
Rate: Application ,ches/rmnhes/week a1en App Rate/lrrig Eff. Per Week Per Week Days Minutes
Month per Week and Kc Value in hours hrs in minutes min. per week per Day
(.30 Kc (PF) -.alue)
0.43 July 5.18 1.21 0.43 1.00 hrs 60 min. 3 20
#3 Mp Rotators -Low Water Use Shrubs
Precip Rate: 0.43 Dist Unif: 70%
Precip. Peak ET ET per Week w/ Irrigation Erncency
Rate: Application ("/rmnl/7) ("/week) App Rate/lrrig Eff.
Month per Week and Kc Value
(.30 Kc (PF) "11Ue)
0.43 July 5.19 1.21 0.52
#4 Bubblers -Tree Supplemental Water
Pree Ip Rate: 1.09
Dist Unif: 85%
Precip. Peak ET ET per Week w/ Irrigation Efficency
Rate: Application ("/rmnl/7) ("/week) App Rate/I rrig Elf.
Monlh per Week and Kc Value
(.58 Kc (PF) -.alue)
1.09 July 5.19 1.21 0.83
Established Plantings:
Run lirres by Mc111h:
#1 #2 #3 114
Low Shrubs Low Shrubs Low Shrubs Trees
Drip-Basins Drip-Pkvrays Mp Rotators Bubblers
Jan 5 6 7 5
Feb 7 8 9 6
Mar 14 15 18 12
April 14 16 19 12
May 16 18 22 14
June 17 19 23 14
July 18 20 24 15
Aug 18 20 24 15
Sept 17 19 23 14
Dct 14 16 19 12
Nov 7 7 9 6
Dec 5 6 7 5
Run Urres are based on 3 days/week
The abo1e projecled run tirres are for established pt:mangs
and are based on historical Eto rates. 1/arlalon in hislorical
Eto will require schedule adjuslrrnnls.
Watering Required
Per Week
in hours
1.21
Rooted Area
44.15
Watering Required
Per Week
in t1ours
0.76
Jan
Feb
Mar
April
May
June
July
Aug
Sepl
Del
Nov
Dec
Month: Eta % of Peak
0.3083
0.3757
0.7649
0.7977
0.9056
0.9364
1.0000
0.9365
0.9-122
0.7881
0.3699
0.3025
January
February
March
April
May
June
Ju~
Augusl
September
Dctober
No1ember
Decerrber
Tola!
"'
' "
' '
' '
"'
44.00
hrs
hrs
Start Times:
Watering Req'd
Per Week
in minutes
72
Start Times:
Total ZDne GPM
min.
min.
2
Total Area:
4,211
Watering
Days
per week
3
sf 0.5
3
Constant
96.25
Watering Req'd Water,ng
Per Week Days
hrs in minutes min. per week
hrs 45 min. 3
Start Times: 1
Establishing Planti1gs:
Run lim,s by MonUi:
#1 #2 #3
Watering
Minutes
per Day
24
Watering
Minutes
per Day
15
Fow Rate
0.25
#4
low Shrubs Low Shrubs Low Shrubs Trees
Drip -Basins Drip -Pkways Mp Rotators Bubbers
11 12 15 9
13 15 18 11
27 31 37 23
28 32 39 24
32 36 44 27
33 37 45 28
36 40 48 30
35 39 48 30
33 38 45 29
28 31 38 24
13 15 18 11
11 12 15 9
Run tirres are based on 3 days/week
Toe abo\e projected run tirres are for establishing (new) p.inlings
and are based on historical Eto rales. Variation In historical
Eta will require schedule adjuslrmnls.
IRRIGATION SCHEDULE
SYMBOL MANUFACTURER MODEL NUMBER DESCRIPTION DETAIL No.
HUNTER W/
HUNTER
MP1000 90"-210" NOZ. WI
PROS-12-PRS30-CV-R
MP ROTATOR NOZZLES WI 11 ON SHT.
12" POP-UP PRS REG SPRINK BODY Ll-5.02
I _.1_
I
I
181
RAINBIRD
RAINBIRD
RAINBIRD
AS DETAILED
TORO
TORO
FEBCO
NIBCO
RZWS-10-25-CV-R
XFS-06-18-XX
XFF-TEE, XFF-ELBOW
AS DETAILED
EZF-29-Q4
DZK-EZF--075--LF
715
T-113
ROOT ZONE WATERING SYSTEM
TWO PER TREE
IN LINE EMITTER TUBING 18"
O.C. EMITTERS
18" O.C. ROW SPACING
SURFACE MOUNTED ELL, TEE
OR CROSS CONNECTION
PVC INTAKE/EXHAUST HEADER W/
XFF-MA-050 ADAPTER FITTINGS
3/4" VALVE W/
ATMOSPHERIC VACCUME BREAKER
3/4" DRIP VALVE KIT ASSEMBLY W/
ATMOSPHERIC VACCUME BREAKER
1" ATMOSPHERIC VACUUM BREAKER
GATE VALVE
---------APPROVED SCH 40 BE 1.25" PVC PRESSURE SUPPLY LINE
APPROVED
APPROVED
PER DETAIL
APPROVED
TORO
TORO
BY OTHERS
CL 200 BE
CL 200 BE
(TREE SYSTEMS ONLY)
SCH 40 BE
EVOLUTION -(EV0-410) W/
ONE (1) FOUR STATION EMOD-4
EXPANSION MODULE & EVO-SC
SMART CONNECTOR
EVO-WS
PER CIVIL DRAWINGS
PVC LATERAL LINE -3/4" MIN.
SIZE AS NOTED
3/4" PVC LATERAL LINE
(TREE SYSTEMS ONLY)
DRIP LINE FLUSH VALVE
PVC IRRIGATION SLEEVE
(SEE NOTE #2)
8 STATION CONTROLLER (W/
4 ST A. EXPANSION MODULE AND
SMART CONNECTOR
WIRELESS EURAIN SENSOR
WATER METER
~-------------------------CONTROLLER & STATION NO.
/ j \.-_-_-_-::_ _____________________ GALLONS PER MINUTE \ -I SYSTEM TYPE
ELECTRIC CONTROL VALVE SIZE
NOTES
1.
2.
3.
4.
5.
6.
ALL BASE INFORMATION HAS BEEN TAKEN FROM DRAWINGS PROVIDED BY STUDIO PAD
ARCHITECTS.
INSTALL IRRIGATION SLEEVES UNDER ALL PAVED SURFACES PER THE FOLLOWING SCHEDULE:
PIPE SIZE OR WIRE QUANTITY
DRIP TUBING
3/4" LATERAL
1" PRESSURE SUPPLY LINE
1-20 CONTROL WIRES
PROVIDE 18" OF COVER OVER SLEEVES.
REQUIRED SLEEVES
1-2" SCH 40 PVC
1-2" SCH 40 PVC
1-2" SCH 40 PVC
1-2" SOR 35 PVC
INSTALL RAINBIRD XFS TUBING AS SHOWN ON PLANS AND AS DESCRIBED BY CONSTRUCTION
DETAILS.
SECURE DRIP TUBING AT A CONSISTENT ROW SPACING WITH NETAFIM ffTLS6 SOIL STAPLES OR 6" JUTTE
MATTE STAPLES NO GREATER THAN 36" ALONG LENGTH OF TUBING. USE TWO STAPLES IN AN 'X'
PATTERN OVER ANY CHANGES IN DIRECTION OF TUBING.
DRIP TUBING TD BE LAID DOWN SO THAT EMITTER OUTLETS ARE STAGGERED ON A
TRIANGULAR SPACING PATTERN.
DRIP TUBING SHALL BE INSTALLED BELOW MULCH LAYER AS DETAILED. SUPPLY AND EXHAUST HEADERS
SHALL BE INSTALLED BELOW GRADE AT DEPTHS SHOWN.
NOTES:
8 ON SHT.
Ll-5.02
5-7 ON SHT.
Ll-5.01
7 ON SHT.
Ll-5.01
7 ON SHT.
Ll-5.01
2 ON SHT.
Ll-5.01
3 ON SHT.
Ll-5.01
4 ON SHT.
Ll-5.01
10 ON SHT.
Ll-5.01
1 ON SHT.
Ll-5.01
1 ON SHT.
Ll-5.01
1 ON SHT.
Ll-5.01
6 ON SHT.
Ll-5.01
9 ON SHT.
Ll-5.02
9 ON SHT.
Ll-5.02
PSI GPM RADIUS PRECIP. RATE:
40
30
30
0.19, 0.37
0.25
0.5 PER TREE
0.6 GPH
8' -15' . per spacing 0.43"/HR
0'
0' 0.43"/HR
Landscape Architecture
92 Argonaut, Ste. 270
Aliso Viejo, CA 92656
T: 949. 770.8530
www.studio--pad.com
Job No. : CV04-P
Scale:
Drawn: ACI
Ll-0.01 Checked: PAD
APPROVED FOR IRRIGATION AND
PLANTING ONLY, INCLUDING
PRECISE LOCATION OF PLANTING
AREA.
"AS BUil T"
RCE EXP. DATE
1. Refer to Sheet Ll-5.01/Ll-5.02 for Irrigation Details. IRRIGATION REVIEWED BY:
2. Refer to Sheet Ll-6.01 for Irrigation Specifications. SCHEDULE INSPECTOR DATE I SH~ET I m CITY OF CARLSBAD
PLANNING DIVISION 2
LANDSCAPE IMPROVEMENT PLANS FOR: 1, !>-ND SC A p <"
Carlsbad -Valley & Oak ~x,'v Ila. 1 te, L 1 c '1-B
,.__<,; '\' • ~ • +o q,
0 ';& . / Valley 17 -~ ~ ~ ~ ~ 0 ~ Ji! tf 1d:{tlh ':'.i:?.
Slgnalllre I APPROVED: ~~ I • E,p 8110/),(/, • s.-~~--0:lt ~.-z:,:. t:± ~Rene.@b,¼ u> R"",zz.-tv/'I '<" PLANNING
bate ~' /'<" o'<' OWN BY: PROJECT NO. DRAWING NO. OF CAI-I~ DATE INITIAL DATE IN!T!AL DATE INITIAL CHKO BY:
DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL Cf!Y APPROVAL RVWDBY: CT 12-07 480-4L Expiration Date:
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____ j_l -
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-[WI-----
VINE IRRIGATION
NOTE SINGLE EMITTER TUBING ROW IN FRONT OF WALL.
COORDINATE VINE PLACEMENT WITH EMITTER OUTLETS.
EMITTERS SHALL BE WITHIN 4" OF VINES. TYP.
VALLEY STREET
Matchline -See Sheet Ll-1.01
POINT OF CONNECTION (TYP.)
'-----+ I CONTRACTOR SHALL CONNECT TO EXISTING WATER SERVICE LINE
BY OTHERS WITH A COMPRESSIONS TEE ON THE HOUSE SERVICE
LINE. EXTEND 1" IRRIGATION MAINLINE AS SHOWN FROM SERVICE
TEE TO HOMEOWNER SIDE YARD OUTSIDE GARAGE WALL.
Aqua Commercial Irrigation
810 Los Val!ecilos Blvd., Sllite 204
San Marcos, California 92069
Ph (160)750-1900 Fax (760)75D-l999 OC1
119.itiun o.,~;..,,,_Pl.i,,,,imJ
&W,m:r l.!JllJUOC•ll\!nl
WATER SOURCE AT ALL
POINT OF CONNECTIONS
ALL POINTS OF CONNECTION ARE SERVED BY POTABLE WATER OFF OF
THE DOMESTIC RESIDENTIAL METER.
METER SIZES= f.
STATIC PRESSURE 60 PSI AT EACH METER
PEAK DESIGN FLOW: 6 GPM
DESIGN PRESSURE: 25 PSI (AS REGULATED AT DRIP VALVE ASSEMBLY)
E-".pira!/011 Date.
Z:\CLI ENTS\Studlo-P A0\2255-Carlsbad-Valley-Oak-CV\Ll-1 01 _ CV04-P .dwg
----[W)------(JI)-----[W)-----[W)
DATE INITIAL
CONTROLLER (TYPICAL)
IRRIGATION CONTROLLER TO BE INSTALLED ON THE INSIDE
GARAGE WALL. CONTRACTOR IS RESPONSIBLE FOR ELECTRICAL
CONNECTION AND GROUNDING. SEE DETAIL. FINAL CONTROLLER
LOCATION TO BE APPROVED BY OWNERS REPRESENTATIVE.
0 10'
Seate: 1' = 20'
NOTES:
1. Refer to Sheet Ll-5.01 /Ll-5.02 for Irrigation Details.
Refer to Sheet Ll-6.01 for Irrigation Specifications. 2.
DAfE INlflAL DAfE
KEYMAP rn
Nol lo Scale
VALVE LOCATIONS (TYPICAL)
GATE VALVES, PRESSURE REGULATORS AND CONTROL VALVES ARE
SHOWN DIAGRAMATICALLY AND SHALL BE LOCATED IN SIDE YARD
IMMEDIATELY TO GARAGE WALL.
20' 40'
IRRIGATION
PLAN
~ 0
I
Landscape Architecture
92 Argonaut, Ste. 270
Aliso Viejo, CA 92656
T: 949.770.8530
www.studio-pad.com
Job No. : CV04-P
Scale: 1'=20'
Drawn: ACI
Ll-1.01 Checked: PAD
APPROVED FOR IRRIGATION AND
PLANTING ONLY, INCLUDING
PRECISE LOCATION OF PLANTING
AREA.
"AS BUil T"
RCE EXP. DATE
REVIEWED BY:
INSPECTOR DATE
CITY OF CARLSBAD m PLANNING DIVISION 2
LANDSCAPE IMPROVEMENT PLANS FOR:
I APPROVED:
PLANNING
OWN BY:
INITIAL CHKDBY:
Carlsbad -Valley & Oak
Valley 17
JU\ L:f-t:11~it ~-2••!± I
PROJECT NO. DRAWING NO.
DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CT 12-07 480~4L
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LOT.:
PAD:
PLAN:
VALVE LOCATIONS (TYPICAL)
GATE VALVES, PRESSURE REGULATORS ANO CONTROL VALVES ARE
SHOWN OIAGRAMATICALLY ANO SHALL BE LOCATED IN SIDE YARD
IMMEDIATELY TO GARAGE WALL.
' ' ---~---:.8! 0 . ~-. -~--.
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5
DRIP
I
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3/4"
3 2-2 I DRIP 3/4"
5 2-3
DRIP 3/4" l
SLEEVING (TYPICAL)
CONTRACTOR SHALL SLEEVE ALL PIPING THAT EXTENDS
BENEATH WALLS, WALKS AND DRIVEWAYS. REFER TO
IRRIGATION NOTES FOR SIZES.
Aqua Commercial Irrigation
810 Los Vallecitos Blvd., Suite 204
San Marcos, California 92069
Ph: (760)750-1900 Fax: (760)750-1999
WATER SOURCE AT ALL
POINT OF CONNECTIONS
ALL POINTS OF CONNECTION ARE SERVED BY POTABLE WATER OFF OF
THE DOMESTIC RESIDENTIAL METER.
METER SIZES =f.
STATIC PRESSURE 60 PSI AT EACH METER.
PEAK DESIGN FLOW: 6 GPM
DESIGN PRESSURE: 25 PSI (AS REGULATED AT DRIP VALVE ASSEMBLY)
CONTROLLER (TYPICAL)
IRRIGATION CONTROLLER TO BE INSTALLED ON THE INSIDE
GARAGE WALL. CONTRACTOR IS RESPONSIBLE FOR ELECTRICAL
CONNECTION AND GROUNDING. SEE DETAIL. FINAL CONTROLLER
LOCATION TO BE APPROVED BY OWNERS REPRESENTATIVE.
w
:::::>
I
POINT OF CONNECTION (TYP.)
CONTRACTOR SHALL CONNECT TO EXISTING WATER SERVICE LINE
BY OTHERS WITH A PVC TEE. EXTEND 1" IRRIGATION MAINLINE AS
SHOWN FROM SERVICE TEE TO HOMEOWNER SIDE YARD OUTSIDE
GARAGE WALL.
. C \_"' (81
I LOT.: ~4'\_ f-
-H~--t--+--t--H PAD: 1 1.5i
'!IF==t'',1------''-t-~--i, PLAN: 1 "" -~
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1
, 2 14-1
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/ " ' 314"
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KEYMAP rn
Nol to Scale
VINE IRRIGATION Landscape Architecture
92 Argonaut, Ste. 270
• •
DATE INITIAL
Expiralio11 Date: DESIGNER OF WORK
0 10' 20' 40'
Scale: 1" = 20'
NOTES:
1. Refer to Sheet Ll-5.01/Ll-5.02 for Irrigation Details.
Refer to Sheet Ll-6.01 for Irrigation Specifications. 2.
IRRIGATION
PLAN
~ 1
Aliso Viejo, CA 92656
T: 949.770.8530
www.studio-pad.com
Job No. : CV04-P
Scale: 1"=20·
Drawn: AC/
Ll-1.02 Checked: PAD
APPROVED FOR /RR/GA TION AND
PLANTING ONLY, INCLUDING
PRECISE LOCATION OF PLANTING
AREA.
"AS BUil T"
RCE EXP. DATE
REVIEWED BY:
INSPECTOR DATE
CITY OF CARLSBAD ~ PLANNING DIVISION 2
LANDSCAPE IMPROVEMENT PLANS FOR:
Carlsbad -Valley & Oak
Valley 17 I APPROVED: itj\ 4:-~l-4>Jt fl,, 1,7, i-+
PLANNING
REVISION DESCRIPTION
OWN BY: PROJECT NO, DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY:
OTHER APPROVAL CITY APPROVAL RVWD BY: CT 12-07 480-4L
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..c: .. _______________________________________________________________________________________________________________________________________ .,..-:;;
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: [ (Private) -(r-f-c'f\!1'.-ft:H
~-L·
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---~J______. ---<E----------<E--------, ' • ' ----~---_ _,,
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Q...J.o::._m, ~rop Line~ --1.----=-=.....==-~ l ~!":!~-u ~ ro
[
Limit of Work
HYDROZONE PLAN
'-~---' PAD: l,o~.i.....
PLAN: 3
!"Y LOT.: 1-,:,,.,,:.:+H'-PAD:
PLAN:
0 20'
Scale: 1" = 40'
40' 80'
HYDROZONE1
_,,..--------ALL PLANTED AND IRRIGATED RETENTION BASIN, CONSISTING OF
LOW WATER USE PLANTINGS SERVED BY DRIP IRRIGATION.
IRRIGATION PROVIDED BY THE HOMEOWNER. TYP. SYMBOL
4056 SQ, FT.
HYDROZONE 2
ALL PLANTED AND IRRIGATED PARKWAYS, CONSISTING OF LOW
WATER USE PLANTINGS SERVED BY DRIP IRRIGATION. IRRIGATION
PROVIDED BY THE HOMEOWNER. TYP. SYMBOL
10,401 SQ. FT.
HYDROZONE3
_----------ALL PLANTED AND IRRIGATED SLOPES GREATER THAN 3' HIGH,
CONSISTING OF LOW WATER USE PLANTINGS SERVED BY MP
ROTATOR IRRIGATION. IRRIGATION PROVIDED BY THE HOMEOWNER.
TYP. SYMBOL
Aqua Commercial Irrigation
810 Los Vallecilos Btvd., Suile 204
San Marcos, CaHfom!a 92069
Ph: (760)750-1900 Fax: (760)750-1999
4,211 SQ. FT.
HYDROZONE4
TREE BUBBLER SYSTEMS-44 TREES TOTAL, CONSISTING OF MEDIUM
WATER USE TREES SERVED BY DEEP WATERING BUBBLER
IRRIGATION. IRRIGATION PROVIDED BY THE HOMEOWNER. TYP.
SYMBOL
1,943 SQ. FT.
1..1>,NDSC,ip~
~<,,_,.'v ua di, l IC -11?;
:,«: ' ... Jtl . ,j,~ %.
...... <b '-'' _,,.\ CJ ~ 0 (f\ f..J.J~ ~(;{ Ol(") a::: a. -.I -I
Signature
• E,p.8/IWJ-d? •
<.P ,?,,·ic-t()/'f ,,-NOTES:
1. Refer to Sheet Ll-5.01/Ll-5.02 for Irrigation Details.
Refer to Sheet Ll-6.01 for Irrigation Specifications. 2.
~Renew@ba¼
bate ~' ;-~ o'I.'
OF C/\1..\'
Expiration Dale:
APPENDIX E: WELO WORKSHEETS
Carlsbad Valley Oak-Homeowner Maintained Areas:
Hydrozone Table for calculating ETWU
Pk.ise comµletc the hy<lrozonc tablc(s). Use as many tabks as ncccss.try
CITY OF CARLSllAU ESTIMATEU TOTAL WATER USE (ETWU)
Hydruwnc Number (1·5 with Sl.t\ Zone Uclow-use as 111,rny tables
as IH!Cess;iry lo complete all hydrozoncs)
Process Step
No. (Uclow) l
Evapolrnmpirntion R.ite l
(Eto)'
Conversion Factor 2
(Step 1 x Step :.i.) 3
Pl,ml factor (PF} ... (From
WUCOLS) (VLW_HW)(o.1-4 0.3
o.8)
Hydro:wuc luea (l-IA} 5 405G
(Step•\ x Skp 5) 6 1216.8
lrrigr.ttion Effid<:11cy (lE)* ... 7 o.8
Step 6 8 1521.0
(Total All Step B ~ 'l'ot..:d SU\
9 sq.fl. in Step 5)
(Step J x Step 9) Estim.ucd
Total W.iter Use in gJ.!lous to per yt:,lr (lHWU) -Tot.ii sh.tll
not exceed MAWA
Elo_.
Wes£ of J-5"' 40.0
Bust of 1-5 um/ West of £1 Cumirw reul = 44.0
Eusl of El Camfrw Reul=r. 47.0
Applicurit 111C1y provide <I differe11t Eto if
.supported by docu11H!11t11ti011 subject to C1pprov11l
by the City Pfmrnilly Vivisiu11
u l'lunl fc1<:lor uml \Vutcr Use
o.J ::a VL W • Very Low Wutcr Usi.:
O,J = L W -Low Wuter Use Pla11ts
0.5 = Al W -Alodcrute Wutcr Use Plu11ts
o.8"" 1-HV -1-ligl, Wult'r Use f!luulS
z 3 4 5 SLA
44
0.62
z7.28
0.3 0.3 0.5 0
L0401 42u ,9,13 0 0
3tzo.3 1263.3 97t.5 0
o.8 0.7 0.75 0
3900.4 1804.7 u95,3 o.o
8521.4
232,464
H4JE
Alicro-spruy"' .Bo
Spruy = .55
Rotor= .70
llt1bblcr = .75
Drip=.&,
.Applicu11t muy provide u differe11t It:: if
supporied by tlocu111c11t11Lio11 st1bjcct w
1\pprovul by t/Je City Plw111i119 Division
C/'urf u11J Lumlscupe Jrri9utiu11 Liest
1'vlurruge1111:11t flructkes, April 2005)
MAXIMUM APPLIED WATER USE (MAWA) calculation:
Put.ible Water HOA
(44.0)(0.62)(0.7 x 20,6u) ~ MAWA ~ >----1-9_3,_58-8-<lgal.
1,ANDSc~ ~<;) ,i.. LI~ ~
,.,,..,"._ \a "-,i .<.; cl' I .,
-c..j ✓ 111\..111 -~ tl .;rr-,-;;\
V ~ 19noture ::
\l 01.23.14 '-
~um~ 5.3).16 ~ qr: bp1rei;; ~~
CALlfO
DATE INITIAL DATE INITIAL DATE
HYDROZONE
PLAN
LgJ 2
Landscape Architecture
92 Argonaut, Ste. 270
Aliso Viejo, CA 92656
T: 949.770.8530
www.studio-pad.com
Job No. : CV04-P
Scale: 1"=40'
Drawn: ACI
Ll-1.03 Checked: PAD
APPROVED FOR IRRIGATION AND
PLANTING ONLY, INCLUDING
PRECISE LOCATION OF PLANTING
AREA.
"AS BUil T"
RCE EXP. DATE
REVIEWED BY:
INSPECTOR DATE
CITY OF CARLSBAD m PLANNING DIVISION 2
LANDSCAPE IMPROVEMENT PLANS FOR:
Carlsbad -Valley & Oak
Valley 17 I APPROVED: ~-z.,-1+1 tb:£1 ~-t:\l....,ft
PLANNING
OWN BY: PROJECT NO. DRAWING NO. INITIAL CHKD BY:
DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWDBY: CT 12-07 480-4L
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NOTES:
~-----------FINISHED GRADE
NATIVE SOIL AS APPROVED BACKFILL W/
~------MINUS 1/4' MATERIAL
---6' MIN.
...._ __ PVC LATERAL PIPING
....._ ____ CONTROL WIRING BELOW
PRESSURE SUPPLY LINE
1. ALL PLASTIC PIPING TO BE SNAKED IN
TRENCHES
2. BUNDLE AND TAPE WIRING AT 10' INTERVALS.
3. INSTALL ALL CONTROL AND COMMON WIRING
TO THE SIDE AND BELOW THE PRESSURE
SUPPLY LINE.
NOTE:
DIAMETERS OF RISER, FITTINGS AND NIPPLE
SHALL EQUAL CONTROL VALVE DIAMETER.
CONTROL AND COMMON WIRE TO
CONTROLLER
ELECTRIC CONTROL VALVE W/ ATMOSPHERIC
VACUUM BREAKER AND PRESSURE
REGULATING MODULE
PVC UNION
FINISH GRADE
1" SCH. 40 PVC NIPPLE, LENGTH AS REQUIRED
SERVICE TEE -SOLVENT WELD FITTING -
REFER TO SPECIFICATIONS
PVC PRESSURE SUPPLY LINE
SCH. 40 PVC 90 ELL SLIP X THR. ADAPT OT
LATERAL OUTLET SIZE
PVC LATERAL
CONTROL AND COMMON WIRE TO CONTROLLER
.3/4" SLIP X THREAD ADAPTER
SERVICE TEE -SOLVENT WELD FITTING -REFER
TO SPECIFICATIONS
PVC PRESSURE SUPPLY LINE
SCH. 40 PVC 90 ELL SLIP X THR. ADAPT OT
LATERAL OUTLET SIZE
PVC LATERAL
NOTE: DIAMETERS OF RISER, FITTINGS AND NIPPLE SHALL EQUAL CONTROL
VALVE DIAMETER.
~-----------------1" FEBCO MODEL 715 ATMOSPHERIC
+ VACUUM BREAAKER
,--------------SCH 40 PVC UVR ELL, SIZE PER PLAN
(_
0u
0
~L,l•--;------'t-NOTE: NO VALVE OF ANY TYPE MAY BE INSTALLED ON THE
DISCHARGE SIDE OF THE ATMOSPHERIC VACUUM BREAKER.
INSTALL ATMOSPHERIC VACUUM BREAKER AT LEAST 6" HIGHER
THAN ANY SPRINKLER IN THE SYSTEM SERVED BY THE AVB.
6" Ml .
----------POP-UP OR SPRAY HEAD ON
I
.. :~"-1
,_ . '
; RISER SPRINKLER
~c,-~ ·-1 · L'([~xi ,-":,:-------FINISH GRADE
! : '-! · ' ' L' !cc::! •:S:c SCH 40 PVC UVR RISERS, SIZE i;-;:r: . ;7'1i: '~~. PER PLAN, LENGTH AS REQUIRED .
I V ,
.--+.e----,-§!-1---------SCH 40 PVC ELL, SIZE PER PLAN
C1~ ~
._ ___ -l_,, -----------------TO CONTROL VALVE
ATMOSPHERIC VACUUM BREAKER 0 TRENCHING N.T.S.
0,__c_O_N_'""T_o"'R_,,~o_VEB-=-~-~-L_V_E ____ N_.T_.s. 0-□_R_I_P_C_O_N_T_R_O_L_V_A_L V_E __ N_.T._s. 0 TOP OF SLOPE
N.T.S.
1/2" PVC SCH 40
SUPPLY RISER
TRENCH FOR SUPPLY --......,__
& EXHAUST HEADERS
3/4' X 1/2" X3/4', S xSxT PVC SCH 40 TEE OR ELI'. __ _____
3/4" PVC SCH 40
SUPPLY OR EXHAUST
HEADER
,----------RAINBIRD XFS--06-16-XXX IN-LINE EMITTER TUBING
EMITTERS AT 18" INTERVALS
,------RAINBIRD XFF-MA--050 ADAPTER-FITTING (RAINBIRD
TUBING TO PVC FITTING)
~--1/2" SCH 40 FPT TEE
{TYPICAL)
IRRIGAITON BED MULCH
FINISHED GRADE
g· 12·
-r-1-==------MID-LAYOUT SUPPLY HEADER
& RISERS AS REQ'D.18" O.C ..
/ I TRENCH BOTTOM l
EMITTER TUBING
0t--l_N_TA_K_E_H_EA_D_E_R_M_A_N_IF_O_L_D ___ N.T_.s.
CONTROLLER & STATION NUMBER
INTO VALVE BOX LID.
1/2" FPT X BARB ADAPTER FITTING TO
ACCEPT EXCALBUR TUBING
1/2' SUP X SLIP SCH 40 BALL VALVE ----,
1/2" COIL OF EXCALIBER (FLEX -----,
PVC) TUBING WITH 1/2" BALL
VALVE -SEE BELOW.
10" VALVE BOX TO REST ON
GRAVEL SUMP ---
1/2" SxT SCH 40 RISER
LENGTH AS REQ'D.
112• SxT SCH 40 ELL
,~
'a co
,--------IRRIGAITON BED MULCH
,------1/2' S x T sch 40 ELL (TYPICAL)
''
RAINBIRD XFF-MA--050 ADAPTER-FITTING (RAINBIRD
.----TUBING TO PVC FITTING)
,---RAINBIRD XFS--06-1 S-XXX IN-LINE EMITTER TUBING
EMITTERS AT 18" INTERVALS
! • ! --'
3·•
-+-..rr~ FINISH GRADE
9·•
1/2" PVC SCH 40 EXHAUST RISER
EXHAUST HEADER TERMINATION OF
12" SYSTEMS & RISERS AS REQ'D.
'7r------,i,,~-------r1'-....Jt-.._ 1/2' PVC SCH 40 SUPPLY OR EXHAUST
HEADER
~----------112" SCH 40 TEE TO FLUSH VALVE
ASSEMBLY
~-----------1/2" SCH 40 PVC PIPING, LENGTH
AS REQUIRED
-:_::::.::::.=-:.::.~~-----1B"x1/2" I.D. EXCALIBUR IRRIGATION HOSE
,,,---',-\-t\-----INSERT x MIP 90 ELL
'-------1/2" SLIP XSLIP SCH40BALL VALVE
PLAN
01--E_M_I_T_TE_R_T_U_BI_N_G_I_N_TA_K_E_H_EA_D_ER_M_A_N_I F OLD N.T.S,
Aqua C ommercial Irrigation
Vallecilos Blvd., Suite 204
Marcos, Ca!ifom!a 92069
810 Los
San
Ph (760) 750-1900 Fax: (760)750-1999
" VALVE ASSEMBLY
SEE DETAIL #1, THIS SHEET) \
,----INSTALL TUBING 3" FROM CURB OR WALK
,----RAINBIRD XFS--06-18-XXX IN-LINE EMITTER TUBING
11 /,-___ :::~:: ::F~:::::::TER -FITTING (RAINBIRD
" PVC SCH 40 SUPPLY HEADER -~ q,
-WALK OR CURB ~ ~ I I TUBING TO PVC FITTING)
I ' I' f # I • • • • I -1 18"
,_ .,
(EMITTERS) 18" TUBE SPACING (TYPICAL).
I• I• . • • • ,, 'I
\ I
PVC EXHAUST HEADER ASSEMBLY &
-
II ---
(j)
I' I, FITTINGS • • • • ,, 'I
3/4" END PIPE HEADER
I. I • • • ,, ,,
~ 3' FROM CURB, WALL OR WALK
TYP. ALL SIDES
I . I' • • • -LINE FLUSHING VALVE ,, ,, J:~ (SEE DETAIL #5 THIS SHEET)
.
• • I
/2 ~ CONTINUATION
OF SYSTEM
'------RAINBIRD XFF-TEE OR XFF-ELBOW
FOR SURFACE MOUNTED CONNECTIONS
'-------CURB, WALK, WALL OR FENCE
NOTE: TUBING SHALL BE STAPLED TO THE SOIL SURFACE 3' O.C. ALONG EACH TUBING LENGTH WITH
6" LONG SOIL STAPLES OR 6" LONG JUTTE MATT STAKES.
IN-LINE EMITTER TUBING LAYOUT N.T.S.
NOTES:
1. Refer to Sheet Ll-5.01/Ll-5.02 for Irrigation Details.
~,~1~ 2. Refer to Sheet Ll-6.01 for Irrigation Specifications.
IRRIGATION
DETAILS
Landscape Architecture
92 Argonaut, Ste. 270
Aliso Viejo, CA 92656
T: 949. 770.8530
www .studio-pad.com
Job No. : CV04-P
Scale:
Drawn: ACI
Ll-5.01 Checked: PAD
APPROVED FOR IRRIGATION AND
PLANTING ONLY, INCLUDING
PRECISE LOCATION OF PLANTING
AREA.
"AS BUil T"
RCE EXP. DATE
REVIEWED BY:
INSPECTOR DATE
~ CITY OF CARLSBAD m 3 PLANNING DIVISION 2
\.1'I•lDSC)jp<" LANDSCAPE IMPROVEMENT PLANS FOR:
0,-v.,,\) \).a,rte, lt0 -1.-P, Carlsbad -Valley & Oak t;-'<; '"1-11 . ,j,o S;, '~ .,.. ....... Valley 17 ~ ~ 0 ~
IJ.J a, ~ o> 0 Ct:: Q. -.i -I
Slgnatura I APPROVED: ~~ I * E,p. 8110/J</ 6 * Lr-f:I\ ::12±t: ~-Ll•I±
~R,new@fu•¾ u' ?-2.i-i,t'( '<'
,;, bate ~'
PLANNING
,,.<' o<i-OWN BY: PROJECT NO. DRAWING NO. OF CAl\~ DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY:
DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CT 12-07 480-4L ExpirnUon Date:
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ROOTBALL
r----tt--HUNTER RZWS-10-25-CV
I I ,,...._\ --
10"DEEP ROOT
WATERING SYSTEM
ASSEMBLY WITH SWING
JOINT.
.'i.:i 1:J --F r
HUNTER ____ __..,\---,;·_1,...1~ J. / I
RZWS-18-25-CV 16"DEEP \~\,'ii... .. ~ /'. •
1/2" SCH 40 PVC LATERAL
PIPE.
ROOT WATERING SYSTEM ~J;( .. I _ _ --••'~-~•
ASSEMBLY WITH SWING ·•,/ • ' ' • • ;•
JOINT. ',. ___ ____,,
LATERAL PIPING -----------~
GRATED CAP -----------,
FINISH SOIL GRADE -------, I
-------t-;IT
vi
BUBBLER
CHECK VALVE
SWING JOINT ASSEMBL.'">'-------,
(PART OF DEEP ROOT
WATERING ASSEMBLY
V
'
1/2" SCH 40 S x TELL
FITTING
PLAN
-DEEP ROOT WATERING
SYSTEM ASSEMBLY WITH
SWING JOINT.
DEEP WATERING 0 BUBBLER ASSEMBLY
• II I 'fffl
j
PRECISION 'O' SERIES SPRAY NOZZLE
OR MP ROTA TOR NOZZLE
,-------SET BOTTOM OF CAP AT GRADE
LOCATE 6" AWAY FROM WALLS AND
OTHER VERTICAL SURFACES.
,---CURB AND GUTTER OR SIDEWALK
WHERE APPLICABLE 11r-•4"-
• I H,---..,
Jl111-hTriliaoF't---12" HI-POP SPRAY HEAD ill=
,~----PURPLE PVC LATERAL
J.
'?'~::::;:==;::::JJ ~ SCH. 40 PVC FITTING
f ______ FLEX PIPE
NOTE: 12" POP-UP SPRAY HEADS TO BE PLACED FOUR FEET (MIN) FROM
EDGE OF CURB OR SIDEWALK, AS PER CITY GUIDELINES.
USE TEFLON TAPE ON ALL THREADED CONNECTIONS UNLESS SPECIFICALLY
INDICATED BY THE MANUFACTURER OF THE COMPONENT TO NOT USE TEFLON TAPE.
12" POP-UP SPRAY SPRINKLER
NT8
N.T.S.
WIRELESS EVRAIN SENSOR MOUNTED ON
FASCIA IN A LOCATION EXPOSED TO RAIN
NOTE:
CONTRACTOR TO GROUND AND PROVIDE SURGE
PROTECTION FOR FIELD UNIT IN ACCORDANCE WITH
MANUFACTURER'S RECOMMENDATIONS AND GROUND
ROD(S) SHOWN. ALL ELECTRICAL WORK TO CONFORM
TO LOCAL CODE.
CONTROLLER-INSTALL ON BUILDING WALL
SECURE WITH ANCHOR BOLTS
INSTALL 4• HT. SELF ADHESIVE VINYL LETTERING
CORRESPONDING WITH FIELD UNIT# ON INSIDE
SURFACE OF ACCESS DOOR
FINISH GRADE
5/6"x6 FT. COPPER-CLAD GROUNDING
ROD WI BRONZE CLAMP & 10" ROUND
VALVE BOX (TYPICAL). QUANTITY AS
RECOMMENDED BY MANUFACTURER
#4 BARE COPPER GROUNDING WIRE
2• SWEEP ELL· CONTROL WIRES & GROUND WIRE
54"
N.T.S. (n'\ IRRIGATION CONTROLLER
~1----------
Aqua Commercial Irrigation
8 to Los Vallecitos Blvd., Suite 204
San Marcos, California 92069
Ph: (760)750-1900 Fax: (760)750-1999
L.t ....... 7i~':_TT/E~;::=:;:::=:;1;fr'F:~ffiT~~ FINISH GRADE =lllffilll~fr'/ !-, ij@/111-
1111 n-,,=---~-10• ROUND VALVE BOX BRAND =cc ~ I I---: 'GV" ON LID OF VALVE BOX. REFER -I' TO TECHNICAL SPECIFICATIONS.
VAL VE BOX TO REST ON GRAVEL
SUMP.
· •----3/4' SCREENED GRAVEL SUMP 1 CU.
FT.
0 <:) •
:,c
EE
• 0
lt--"..-'0'----'-'~--6' CLASS 160PVC SLEEVE -b-' '~ 0 BOTTOM TO BE FLARED AND
......_,,t:, CONTACT TOP OF PRESSURE
SUPPLY LINE r--""'a'---+~noli.--
• ). -3 -r ,/. D...-r-0'4-1--t,---
----PVC PRESSURE SUPPLY LINE
------SLIPxMIPT SCH.40 PVC
ADAPTOR (2)
,__ _______ GATE VALVE W/BRASS
CROSS HANDLE
@GATE VALVE N.T.S.
NOTES:
1. Refer to Sheet Ll-5.01 /Ll-5.02 for Irrigation Details.
Refer to Sheet Ll-6.01 for Irrigation Specifications. 2.
IRRIGATION
DETAILS
~
-
Landscape Architecture
92 Argonaut, Ste. 270
Aliso Viejo, CA 92656
T: 949.770.8530
www.studio-pad.com
Job No. : CV04-P
Scale:
Drawn: ACI
Ll-5.02 Checked: PAD
APPROVED FOR /RR/GA TION AND
PLANTING ONLY, INCLUDING
PRECISE LOCATION OF PLANTING
AREA.
"AS BUil T"
RCE EXP. DATE
REVIEWED BY:
INSPECTOR DATE
CITY OF CARLSBAD ~ PLANNING DIVISION
LANDSCAPE IMPROVEMENT PLANS FOR:
I APPROVED:
PLANNING
OWN BY:
Carlsbad -Valley & Oak
Valley 17
I¼\ 0:-El ~~:It jil-'l-•-t:I I
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DATE PROJECT NO. DRAWING NO. OATE INITIAL DATE INITIAL CHKD BY: CT 12-07 480-4L OTHER APPROVAL CITY APPROVAL RVWD BY: ~piration Date: .C 1---------------------------------------------------------------------------------------------..... ~ Plotted by: Scott Aug. 05, 2014 01:33 PM Z:\CLI ENTS\Studlo-P AD\2255-Carlsbad-Valley-Oak-CV\Ll-101_ CV04-P .dwg
SECTION 02810
IRRIGATION SYSTEM
PART I. GENERAL.
1.01 WORK INCLUDED • Work of this Section generally includes provision or an underground
irrlgation system including llle following:
A. Trenching, stocl<pmng axcavation materials, and refilling trenches.
8. Complete system Including but not limited to plping, valves, fittings, heads, controller
wiring and final adjustmEmls to !nsure elriclenl coverage as delerrnir1eU by Consultant.
C. Water Connections. o. Replacement of unsatisfactory materials.
E. Clean up, Inspection, and approval.
F. Tests.
t.02 REFERENCES
A. Perform Work in acco1dance with requirements of Cond!ions of the Contruct and divisior1
01 , General Requi1emenls as well as provlsions of all applicable laws, codes,
ordinances, rules, and regulations.
B. Conform to requiremants of reference Information II.?ted below except where more
stringent requirements are shown or specified in Contract Documents.
J. American Society for Testing and Materials (ASTM)•Specifications and Test
MeU1ods spec1fic<.Jlly referenced in this Section.
2. Underwriters laboratories (UL) -UL Wires amJ Cables.
1.03 QUALITY ASSURANCE
A. Special Requirements:
1. Tolerances -Specified depths of pressure supply lines and laterals and pitch of
pipes are minimums. Selllement of trenches is cause for removal of finlsh grade
treatment, relilllng, recompaction, and repair of finish grade treatrnenL
2. Cuordirn1Uun 1MU1 OU1er Contrat.:ts -Prot1.1t.:l, mai11tall1, arid <.:oordim1le Wo1k wllll
Wor'r: under olner Sections.
3. Dmnage To Other Improvements -Contractor shall replace or repair damage to
grading, utilities, soil preparation, seeding, sodclng, or plant/ng done under other
Sections during work associated wiU1 Installation of lrrigution system al no
adtlitiom1I cost to Owner.
4. Work involving substantial plumbing for installation of backflow preventers,
copper service and related work shall be executed by licensed and bonded
plumber(s), performed In accordance with prevailing codes and regulations.
5. Work lrwol•,ing cormecUon lo, installation, or ~xlenslon of ·120 volt or yrealer
electrical service, shall be executed by a Ji:ensed and bonded electrician,
performed in occordance with pre,.,ailing codes end regulations.
1.04 SUBMITTALS -Prepare and make submittals In accordance wi1J·1 conditions of the Contract.
A. Submit all products lo Owner for approval.
E. Controller Drawings
1. Provide one controller drawing for each automatic controller Installed.
a. Controller drawing may be same size reproduction of record drawing, if
scale permils filling Inside controller door without folding drawing. If photo
reduction prints .ire required, keep reduction lo maximum s!:.::.e possible lo
retain full legibility.
b. Conltoller drawing shall be blueline print or actual "as~built" systern,
showing area co,.,ered by thal controller.
c. ldentif/ area of covaraye of each remote control valve, using a distinctly
different pastel color for each zone. H ghllght heads, lateral piping, and
control valves.
U. Follo·t..lng review of conltoller drawings by Consultant, hermetically seal
each drawing between two layers of 20 111ll lhick clear plastic.
e. Co111toller drawings shall be completed arnJ .ipproved by Consullm1! prior
to final completion walk-through of Irrigation system.
f. Atlach approved controUer drawing to inside of each controller door usinti
selr-adhesive Velcro strips.
F. Operation Manual:
See Se<::tion 01700 Contract Closeout, Paragraph 1.07, for description and timing ol
Operation Manual submittal. Include lho following Information:
1. Index sheet staling project name, and listing company, address, phone number
and contact i:orson of Owner, Landscape Architect and Contractor, including
Primary Subcc11tractors.
2. Manufacturer Technical Manual for controllers.
1.05 DELIVERY, STORAGE, and HANDLING -Deli11er, unloac, store, and hantlle materlals,
packaging. bundling, products, in dry, weatherproof, waterprod condition in manner to prevent
damage, breakage, deterioration, intrusion, Ignition, and vandalism. Deliver ln original unopenecl
packaging containers prominently clisplaylng manufacturer narne, volume, quantity, contents,
instructions, and confonnance to local, state, and federal Jaw. Hemo'✓e and replace cracked,
broken, or contaminated items or elements prematurely expose:J lo moisture, Inclement wealtJer,
snow, Ice, temperature extremes, fire, or fobsile damage.
A. Handling of PVC Pipe • Exercise care in handling, loading and storing of PVC pipe. All
PVC pipe shall De transported in a vehicle which allows le11gU1 of pipe to lie f!at so as not
lo subject it to undue bending or concentrated externa loads. All sections of pipe that
have been dented or damaged shall be discarded, and if installed, shall be removed and
replaced with new piping.
1.06 JOB SITE CONDITIONS
A. Protection of Property:
1. Preserve and protect all trees, plants, monuments, structures, and paved areas
from damage due lo Work of this Section. ln the event damage does occur, all
damage to lnanimate items shall be completely repaired or replaced to
satisfaction of Owner. All injUJy to living plants shall be repaired by Owner, and aJI
costs of such repairs shall be ct1arged to and pa.d by Contractor.
2. Protect buildings, walks, walls, and olher properly ftom damage. Barricade open
trenches. Damage caused to asphall, concrete, or ottier building material
surfaces shall be repaired or replaced al no cost to Owner. Restore disturbed
areas to original condition.
B. Existing Trees:
1.07
1.08
1. All trenching or otner Work under limb spread of an/ and all trees shall be done
by hand or by otf1er meUJJds so as to prevent damag1;1 to Hmbs or brnnches.
2. Where it Is necessary lo excavate adjacent to existing trees, use all possible care
to avoid Injury to trees and tree roots. Excavation, iri areas where two inch aml
larger roots occur, stiall be done by haud. Roots lwo Inches or larger in di~uneler,
except directly In the p.:ilh of pipe of conduit, shall be tunneled under and shall be
heavily wrapped with bi.rlap to prevent scarring or ;)xcessive drying. Where a
trenching machlne is operated close to trees having r::iots smalle:ir tt1an two inches
In diamele:ir, wall of trench adjacent to tree shall be hand trimmed, making clean
cuts through roots. Roots one Inch and larger in diameter shall be painted wilh
two coats of "Tree Seal~. Trenches adjacent lo ife1;JS shall be closeU within 2'1
hours. and when this Is not possible, side Qf trench adjacent to tree strnH be kept
stiaded wilt! moistened burlap or can'las.
C Pro(1;Jctior1 and Repair of Underground lines
1. Request proper utility company lo stake e,<act locQUon (Including depth) of all
um.lerground ell:lctrlc, yas, or telepi10J'le lint.ts. Tak1:1 w/Jalttver precautions are
11ecessary to protect these underground lines from dc:1mige. In the event damage
does occur, all damage shall be repaired by Contr.i.ctor, and all costs of such
repairs shall be paid by Conltactor unless other arran;Jermmts t1ave been made.
0. Replacement of Paving and Curbs • Where trenches and lires cross existing roadways,
paths, curbing, elc., damage lo these shall be kept to a minimum and shat/ be restored to
original condition as deemed accaptable by Owner's Represe·1tativa.
WARRANTY/GUARANTY~ Contrcidor s;1all wcirrant maleri.ils against defe:icts ror a period of one
year from date or Substantial Comµlelicn. Contractor shall guaran:ee workmanship for similar
pE:1riod. Contractor shall be respomible for coordinating material w.irrnnly items wiU1
m anuf actur e1/Ui strlb utor.
A. Sett!ing of backfilled trenches, which may occur during guaranty period, shall be repaired
by contraclar al no expense la Owner, Including complele restoration of damaged
prop-3rty a11d landscape Improvements.
B. Expenses due to vandalism befoJe substantial completion shall be borne by Contractor.
C. Own9r or Representative Maintenance Company will main•.ain turf and plunling areas
durirg warranty period, so as not to hamper proper operation of Irrigation system.
MAINTENANCE
A. Furnish the fol!owl119 maintemmca Hems lo Owner prior lo final Acceµtance:
·1. 2 Sets of special tools required for removing, disass:imbling, and adjusting each
type of sprin~Jer he<1d and valve supplied on this Project.
2. Two G-foot valve:i keys for operation of gate valves 1Jr stop und waste valves (ii
applicabl{;I).
3. 2 keys for each uutomutic cotltf'ol/er.
4. 5 sprlnkler liodies Qf each si:.::.eltype used.
PART II • PRODUCTS
2.01 MATERIALS:
A General Piping:
I. Pol.ibl'.:1 Waler Pressure Supply Lines (downstream of backflow prevention unils)
• Schedule '10 (1" -2 1r2.' ).
2. Non-pressure lines. Schedule 40.
3. Drip Tubing (3/4') -Netciim Techline CV In Line Emi11er Tubing.
4. Emitter tublnlJ ( l/4"} -Hardie EHD 0437~ DURA-POL Hose.
2. BIOW•Out tubing (1/2") -S.ilco ½" NR PVC flex hose
8. Plastic Pipe and Fillings:
1. Identification Markings:
a. AH pipe lo be ldaItified with following Indelible markings:
1) Manufacturers name.
2) Nornlna! pipe size.
3) Schedul'J of class.
4) Pressure rating.
5) MSF (National Sanitation Foundation) seal of approval.
6) Dale of 1;JXlrusion.
2. Solvent Weld Pipe• Manufactured from virgin polyvinyl chloride (PVC) compound
In accordance with ASTvl D2241 and ASTM D"178'1; cell classification -12454-B,
Type 1, Grade ·t.
a. Fittings -Stardard welgt1t, Schedule 4'J, injection molded PVC;
complying with P.STM 01784 and D2466, cell classification 12454-B.
1) Threads• Injection molded type (where required),
2) Tees an:J ells -Skle gated,
b. Ttlreaded Nipples· ASTM 02464, Schedule BO wiU1 molded threads.
c. Joint Cement and Primer • Type as recommended by manufacturer of
pipe cmU fittings.
c. Low Pressure/Volume Systems:
1. Emilter Tubing as indicaled on drawings.
2. Drip Tubing • Manufaciured of UV resistant flexible vinyl chloride cornpountl
conforming to As·rM 01248, Type 1, Class C, Category 4, P14 and ASTM 03350
for PE 1221110.
3. Fitlings -As racommendsd by lubing manufacturer.
4. Drip Valve Assembly -Trpe and size st1own on drawings.
a. Wye Strainer -Plastielfiberglass construction with 200-mesh nylon
screen, manufa::tured by Rainbird ProdlJcls, lnc. Size as noted on
drawings.
b. Control Valve -2 way, solenoid pilot operated type made or synthetic,
non-corrosive material; diuphragm activated and slow closlng. Include
freely pivoted seal seal; ret.iined (mounted} '«ilhout attactimenl to
diaphragm.
c. Pressure Redudng Val11e • Plastic consln,ction with pre-set pressure
regulation and siie:id for :.::.one flow rate. Manuf;ac\ured by Netaflm
Products.
D. Copper Pipe and Fillings:
1. Copper Pipe -Type 'K' h,ird ternpereU.
2. Fillings -Wrought copptr, solder joint type.
3. Joints • Soldered 'Nith solder, 45% silver, 15% copper, 16% zinc, and 24%
cadmium and solidus at 1125' F tmd liquids at 1145' F.
E. Gata Valves:
1. Gate Valves for 3/4 inch througti 2·112 Inch Pipe• Brass construction; solid
wedge, IPS U1reads, arid non•rlsing stem witfl wflee/ operating lland!e.
2. Gate Vs:1lvtts fo, 3 inch anu Laryer Pipe -lron tioUy, bras~ or bronl.e mour1l1;1U
NNWA gate 'lalves with a clear WcJlerwcJy equ.il lo full nominal diameter of valve;
rubber gasket or mecha1ical folnt-lype only. Valves shall be able to wit11stand a
continuous WQrklny pres:iure of 150 PSI and be equipped with a square operating
nut.
F. Valve Boxes:
1. Gale Valves, Drip line aow•out Stubs, .ind Wire Stub Box• Carson #91□·10•4 w/
11011-bolt down cover.
2. 3/4 Inch through 2-lnch Control 1/alves • Carson 1'1419-12-338 W/ boll down
cover.
3. Drip Valve Assemblies. Carson #1419·12•38 w/ bolt down cover.
4. Control Wiring Splices -Carson #91 □-·12·38 w/ bolt down cover.
5. Master Valve -Rectangular with extension (see construction details).
6. Provide stainless steel bolts for vslve box CO\'ers v.here required and indicated
above.
G. Electrical Control Wiring:
1. Low Voltage:
a. Electrical Control Wi'8 • AWG UF UL approved No. 14 gauge direct
burial copper wire for all control wires, anc No. 12 gauge direct burlal
copper wire for all common wires.
b. Wire Colors:
1) Control Wires • Red.
2) Commm 'Mres • Wt1ile.
3) Master Valve Wires -Blue.
'1) Spare Wires• Green (tabeled at terminations).
5) FulLire Wires -Same as conltol and common wire (labeled at
termina1ons).
Control wire connections and splices shall be made with 3M direct bury splice, Rain Bird
Pertite connectors, or similar dry splice method.
2. High Voltage • Type required by !ocal codes and crdinances, of prope:ir size to
accommodate needs of equipment servlcecl.
H. Electric Control Valves -As fndicaled on drawings.
I. Sprnkler Heads -As Indicated on drawings. Fabrical-:i riser/swlng Joint units In
acOJrd.ince with details on Drawings -with riser nipples of same size as riser opening In
sprinkler body.
J. Controller• As Indicated on um,,.,ings.
K Emrtters and Emiller Components -As indicated on lhe Dra\•ings.
J. Sprnkler Heads -As Indicated on drawings. Fabricat-1 riser/swing joint units In
acmrdance with detalls on Drawings • with riser nipples of same siz.e as riser opening In
sprinkler llody.
PART Ill • EXECUTION
3.01 INSPECTION -Examlr1e areas and conditions under whlci1 Wo1k of U1is Section is to be
performeU. Do not proceed wHh Work until unsalisfaclory conditions ·rave been corrected.
A. Gra.!ing operations, with lhe exception of final grading, shall be cornpleled and .ipproved
tiy Owner prior lo slaking or irislallation of any portion of irrigo:Uon system excepl sleeving
3.02 PREPARATION
A Slaking shall Occur as Follows:
1. M.irk witl'1 powdered lime or marklng paint, rouling of pressure supply line and
flag heads and control valve locations for first seres of zones as directed by
landscape Architect. Conlact LanUscape Architect 48 hours in .idvEince and
request review of st.iklng. Landscape Architect will review staking and direct
d1.inges if required. Staking review does nol relf.lve installer frolfl coverage
problems due:i to improper placement of heads alter staking.
B. Install sleeving under asph1.1lt paving and concrele walks. p,Jor to concreting and paving
operations, lo accommodate pii:ing and wiring. Compact bockfill around sleeves lo 95%
Standard Proctor Density witti!n 2% of oplimum moisture content Jn accordanca with
ASTM 01557.
C. Trenching -Trench excavation shall foUow, as much as possible, layout shown on
Drawing. Dig trenches straight and support plpe continuous!~ on bottom of trench. Trench
bottom shall be clean and smoolh with all rock and organic debris removed. Pressure
supply line trencties shall be over•excavated as required to allow for bedding material.
Trench depth shall be uniform as required to meet minimum depth requirements for type
of µping.
1. Clearances:
a. Piping Smaller tnan 3 Inches -Trenches shal have a minimum widtil of 7
Inches.
b. Line Clearance -Provide not less lhan 6 inches of clearance between
each line and not less than 12 inches of clea'ance between lines of other
trades.
Plotted by: Scott Aug. 05, 2014 01:25 PM Z:\C L IENTS\Studlo-P AD\2255-Carlsbad-Valley-Oak-C\/\Ll-1 01 _ CV04-P .dwg
J.03
2. Pipe and Wire Depth:
a. Pressure Supply Piping .10 inches from top of pipe.
b. Non-pressure Piping (drip main laterals) -12 inches from top of pipe.
c. Non-pressure P,ping (drip emitter tublng ar.d side laterals} -12 inches
from lop of pipe.
d. Conlrol Wiring -Sil.lo onU bottom of pressure supply line.
3. Boring will be permitted only where pipe must pass under obstrucUon(s), which
cannot be removed, and must be approved by consultant if not specifically
lndic.ited on construction drawings. Final density of backfill shall match lhal al
surrounding soil. Use of sleeves of suitable diameter is acceptable lf Installed
first by jacking or bo(ng, and pipe laid through slee·,es. Observe same
precautions as though pipe were installed lu open trench.
4. Refer to drawings for sleeving schedule and sizing fe<.Juiremenls.
5. install verticc1I piping as 1equired lo reach correct pipng depU1 when sleeving into
walled planters.
INSTALLATION • Locate other equipment as near as possible lo locallons designated on
construction drawings. Davlalions shall be approved by Consultant prior lo installation.
A. PVC Piping
1. Snako pipe In trench as much as possible to allow for expansion and contraction.
2. When pipe laying is not in progress, or at enU of e.ict1 day, dose pipe ends with
tight plug or cap. [Perfcrm work in accordance with good practices prevailing In
piping trades].
3. Coordinate pressure Sl!pply line installation v.ith required bedding operations.
4. Slake all above grade PVC piping per details.
5. Use 45" ells wlIen maklr.g perpendicular crossings or al.love grade PVC piping, lo
depress bottom pipe.
6. Lay pipe anU rrrnkE:1 all i::laslic lo plastic joints in acoordance wiU1 manufacturer's
reco11Irne11dalions.
8. Drip Tulilng
1. Install fitting connections per rrianufacturer's recomm:tndations.
2. Install drip tubing on ttie surface as detailed. Only iniake and exhaust manifolds
shall be installed below grade at 12• deep, with riser and adapter assemblies
ex:tending to grade level.
3. Tubing shall bE:1 Installed in parallel, evenly spaced rows as intllcaled on the
drawings. Distance between rows shall not daveiale more U10n 1" from row to
row.
4. Staple tubing to sol/ surface al minimum of 3' on center or as detailed.
5. Install drip line blowout stubs al all dead ends of drip tubing.
6. Any deviations from drip tube routing st1own on drawings must be approved by
Consultant prior to Installation. Any changes exceeding a 5% increase in lhe
length of the drip tubing, or the tie in placement of tt'.e pvdpoly adapter indicated
on the drawings must be approved by the Consultant prior lo inslall.iUon
C. Corrrol Wiring
1. Low Volt<.Jge Wiring:
a. Bury control wiring between controller and electric •1alves in pressure
SlJpply line trenches. with wires consistenUy located below and lo one
slde of pipe, on top of initial pipe bedding, or in separate trenches.
b. Bundle all 24 volt wires al 10 foot intervals 'Ni:h electrical or duct tape.
c. Provide an expansion loop al pressure suwly line angle fittings, every
electric control val•,e location (in valve box), and at minimum 500 feet
fnlervals. Form expanslon loop by wrapping wire al least 8 times around
a 3/4 Inch pipe aid withdrawing pipe.
d. Make splices and electric control valve connections using Rainbird
Penlile connectors or similm dry splice meU1od.
e. Install conlrol wire splices not occurring at control valve in a sepuralE:1
splice v.ilve box.
f. Install one control wire for e.ich control valve.
g Run lwo spare #14•·1 control wires from conlloller pedestal lo last electric
control •,alve operated by conlroller on each and every leg of pressure
supply line. Labal spare wires al controller and wire stub box. Loop a
minimum of 2<1'' from all spare wires Inside every control valve box
operated by controller.
ti. Run all future control wires from controller pedestal to point Indicated oci
drawings. Coil a rnioimrnn of ten (10) feet at termination and install in 10"
round valve box. Label all wires al terminatio.1.
2. High Voltage Wiring for Autornutic Cmitroller
a. Provide 120 volt power connection to automatic controller. 120
volt power conne-;tion must be made by a Hcensed Electrician.
D. Controller
'1. Install controller In accordance wilh manufacturers Instructions as detailed and
where shown on Drawings.
2. Connect remote conltol valves to conlro!ler In ,wme,ical sequence as shown on
Drawings.
3. Final location of conlrolle1 shall be approved by Consultant prior to Installation.
4. Each controller shall be grounded per lhe NEC.
5. Above ground conduit shall be risiid galvanizeU willl appropriate fillings. Below
ground conduit shall be schedule '10 PVC.
E. Elec!Jic Control Valves
1. Install cross handle 2 Inches below finished grade where shown on Oraw!ngs and
as Uetailed.
2. Wilen grouped together, .i.Uow at least 12 Inches belv.eeri valve box sides.
3. Install each remote control valve in a separate valve t.ox.
4. Install individual valve bo.t flush with grade.
5. Whan parallel to roadway, sidewalk, or other permanent element or structure,
cor11Iol valve anU tiox to be iust.illed µe:irpentlicular to elerne11t or structure,
spaced equally.
F. Drip Valve Assemblies ◄ Install drp valve assembly as detailed and as described above in
the section titled 'Electric Control Valves•.
G. Sprin<ler Heads
·L Install sprinkler heads where designated on Drawings or where staked. Spacing of
h£;1ads shall not exceed tt1s maxlmurn Indicated on Drawing unless re-staked as
directeU by Consullunl In no case shall the spacing exceed maximum
recommenUed by manufacturer.
2. Set plumb to finish grade as l1£;1tailed. Install heuds on double swing-joint risers ot
schedule as detaJJed. Angled nipple re!aUve to non-pressure line shall be no morn
than 45 degrees or less than 10 degroes. Adjust heads lo correct hoight after sod
is installed.
2. Adjust part cirde heads for proper coverage. Plant placement shall not interfere
with Intended sprinkler heat! covera90, piping, or ott1er equipment. Consultant may
request noale d1anges or adjus!menls without additional cost lo the Owner.
3. Install sprlnkler heal.ls 3" from curbs and sldewalks, 12· from verUcal surfaces such
as walls and fences.
H. Valve Boxes:
1. Install one valve box for aach type of valve Installed as detailed flush with grade
for .ill sodded areas, and 1/2" abova grade for all stteded areas.
2. Valve box extensions are not acceptatile except for master valve.
3. l11s\aU gravel surnp after :;ompaction of all trenches. Valve box to rest on gravel
sump. Place fin<II portion of grnvel Inside •1alve box after valve box Is backfilled
and compacted.
I. Gate Valves -Install where shown on Drawings as detalle(J.
J. Emitl-Jrs -Install as detailed a! the quantities Indicated on the drawings for each tree
withir drip 2ones as supplementa' watering.
Aqua Commercial Irrigation
810 Los Vallecitos Blvd., Suite 204
San Marcos, California 92069
Ph: (760)750-1900 Fax: (760)750-1999
K
3.04
5.
Conlrol Wir~g:
1. All conlro! wiring lo be laid to boltorn and side of pressure supply line trench.
Separate wire trenches wil not be allowed unless apµoved by Consultant prior to
installatio11.
L. Bacl\filling -Do not be(Jin backfilling operations unUJ required system tests have l;een
completed. Backfill shaU not be done in free.ling weather except wilh prior approval by
Consultanl leave trenches sli£hlly mounded to allow for settlement after backfilling is
completed. Trenches sho1II b-:i finish gratled prior lo walk-through of system by
Consullanl
1. All pressure supply lines shall be be<Jded with construction grade sand 4" below
invert of pipe, lo 6" above lop of pipe and ·.-vidth of trench.
2. Materials -Excavated material is generally considered satisfactory for backfill
purposes after completing bedding requirements. Backfill material shall be free
of rubbish, vegetable matter, frozen materials, and stones larger \flan 2 inches in
maximum dimension. Co not mix subsoil with topsoil. Material not suitable for
buckfill shall be hauled away. Contractor shall be responsible for pro,.,iding
suitable backfill if excav.ited materfall is unacceptable or not sunicienl to meet
backfill, compaction, and rinat grade requirements.
3. Do not leave !ranches open for a period of more than '18 hours. Open
excavations shall be prolscle<.l in accordance with OSH.t\ regulations.
'1. Compad backfill to 90'½ maximum density in 6" lifts, determined in accordance
with ASTM 0155-7 utilizing the following methods:
a. MechE10lcal lamping.
b. Puddling or pording. Puddling or ponding and /or jetting is J){ohibited
witl1in 10'· O'' of bul/ding or foundation walls.
M. Pipir.g Under Paving:
1. Provide for a minimum cover of 24 inches between U1e lop of the pipe and the
bottom of the aggregate base for all pressure and non-pressure piping installed
under asphaltic concrete or concroto paving.
2. Piping shall be bedded with construction grade sand or squeegee -6 inches
below pipe to 6 inches above pipe an<.I width of exc;;M,ition.
3. Compact backfill mat8flal in 6-inch !ifts al 95% maximum density determined in
accordance wiU1 ASTM 01557 using manual or rnechanlcal tamping devices.
4. Set in place, cap, and pressure test all piping under paving, in presence of
consultant or Owner prior to backfilling and pa•,ing operations.
5. Piping under existing walks or concrete pavement shall be done by Jacking,
boring, or hydraulic dri'ling, but where cutting or breaking of walks and/or
concrete is necessary, il shall be done and replaced al no cost to Owner. Obtain
permission and prior approval to cul or break walks a·Jd/or concrete from Owner.
N. Waler Supply and Point of Connection • Waler supply shall be ex:tended as shown frarn
waltr supply lines.
FIELD QUALITY CONTROL
A Owner lo be no~fied to obser,e all testing and before anything is backfilled.
R Flushing -Nter piping, risers, and valves are in place and connected, but prior to
lnstdlation of emitters, quick ccupling valves, and air release valves, thoroughly flush
plpirlJ system under full head of water pressure frnm dead end rittings. Maintain llushing
for 5 minutes through furthermost va!'les. Cap risers after flushing.
C. Testng. Conduct lasts in presence of Consultant. Arrange for presence of Consultant a
minimum of 48 hours in advance of testing. Supply force pump and all ottier test
equipment.
1. After b;;ickfilling, and Installation of <Ill control valves, quick coupling valves, drain
val1,es, and air release vc1lves, fill pressure supply line with waler, and pressurize
to 40 PSI over the designated static pressure or 120 PSI, whichever ls greater, for
a period of 2 hours.
2. leakage, Pressure Loss• Test is acceptable if no leakage Of Joss al pressure is
evident during test period.
3. Leaks -Detect and repair leaks.
4. Retest system unlil lest ~ressure can be maintained for duralion of tesl
Before final acceptance, pressure supply line stmll remain under pressure for a period of 48
hours.
0. Watk Through for Substanticl Completion:
1, Auanga for Consultant's presence a minimum of 48 hours In ad11ance ol
,,.,.alklhrough.
2. EnUre system shall be completely Installed arid oparational prior to scheduling of
walk-through. All sodded areas are to be complete wiUi head heighl and valve
boxes adjusted accadingly.
3. Operate each zone ii lls entirety ror Consldtant at lime of walk lllrough .ind open
all valve boxes.
4. Consultant shall generate a list of items lo De corre-:ted prior lo Final Completion.
5. Furnish al! materials and perform .ill Work required to correct all inadequacies
due to deviations Iron Contract Documents, and as directed by
Consultant.
6. During walk•UIrough expose all drip ernltlers under operations for observation by
Consultant lo demonstrate that they are performing and installed as designed;
prior to placing of all mulch material. Schedule separate walk-through ii
necessary.
E. Walk-Through for Final Completion:
1. Arrange for Consultant's presence a minimum of 48 hours in advance of walk
through.
2. Operate each zone ldentiflsd as deficient at substantial completion w.ilk tt1rough
for Consultant at lime of rin.il completion w.ilk lhrcugh to Insure correction of all
incomplete items.
4. Items deemed not ,Jcceptatile by Consultant shall be rewo1ked lo complete
satisfaction of Consuilant.
6. If afler request to Consldtant for walk-through for Final Completion of irrigation
system, Consultant fi"!Us items durlng w.ilk through Ythich have not been properly
adjusted, reworked, or replaced as Indicated on 11st of incomplete items fro,n
substantial compleU)n walk-through, Contractor shall be charged for all
subsequent walklhrougtls. Funds will be wllht1eld from final payment and/or
refaiinage to Co11ttacUr, In amounl equal to additional lime and e;.:penses required
by Consultant lo conduct and document fwther walk-throughs as deemed
necessary lo insure o:>mpllance with Contract Documents.
3.05 ADJUSTING • Upon substantial compleUon of installation, "fine•tune" enlire system by
regulating valves, adjusting patterns and break-up armslscrews, and se!Ung pressure
reducing valves or throltling control valve flow controls at proper pressure to provide
opLimum and efficient co•,srage. Flush and adjust all sprinkler heads for optimum
performance and lo prevent overspray onto walks, roadways, and bulltlings as much as
possible. Heads of same type shall be operating at same pressure+/-7%.
A. lf it Is determined that irrigation adjustments will provide proper and more
adequate coverage make such adjustments prior to Final Acceptance, as
directed, at no additional cost to Owner. Adjustmenls may also Include changes
in emitter spacing ar.d sizes, and control valve lhrctUing.
8. Areas which do not conform !o designa!e:ir.J operation requirements due lo
unauthorized changes or poor Installation practices shall be Immediately
corrected at no additional cost lo the Owner.
3.06 CLEANING • Maintain contiluous cleaning operation Uiroughoul the duration of Work.
Dispose of, off-site at a leg.ii dunipsite and at no additional cost to Owner, all trash or
debris generated by installation of Irrigation system.
END OF SECTION 02810
IRRIGATION MAINTENANCE
SPECIFICATIONS
Irrigation Maintenance Specifications
A. Drip and Rotor IHigaled Trees, Shrubs, Groundcovers, and Vlnes shall be
checked weekly for adequate water requirements. Conditions such as: wilt, color
change, vigor, stress, growth rate and plant turgor should be monitored and
adjustments shall be made as necessary. Conduct a review of the drip systems
in operation if plant material appears stressed in an isolated area. Repair and/or
replace drip lubing as necessary.
1. Soil sampling at e• to 8" depths at several locations throughout property
shall be done biweekly to check for adequate moisture.
2, Watering schedules shall be arranged so as not lo coincide with herbicide
applications, or other events that may Interfere with the use of !he facUity.
8. System Maintenance
1. The Irrigation system shall be maintained for optimum performance by:
deaning, adjusting all sprinkler nozzles, wye and basket strainers, drip
emitters and screens for proper coverage {head lo head or beyond) and to
reduce overspray onto sidewalks and pavement.
2. Weekly inspections of the irrigation system while in operation should be
made during the warmer months (May 111 through September 151h), and
biweekly in other spring and fall months lo detecl any malfunctioning of
the system.
J. AU malfunctioning equipment shall be repaired prior to the next scheduled
Irrigation.
4. All replacement heads and other equipment shall be of the same
manufacturer, type, and application rates.
5. Conduct a system flush of all drip systems at least once a year, by
operating lhe valve and opening the flush valves for a period of 30
seconds, one at a time. In the event that drip tubing is cut or !ateraf piping
is broken, repair the system and conduct the previously described flushing
operation prior to operating the drip system to insure the system is clear of
contaminants.
C. Conforming with MAWAJEWU requirements:
1. During initial programming use the maximum r1Jn lime indicated on these
plans for the month of July of each Hydro:zone {station).
2. Set controller to operate from input received from Et weather sensor,
controller will adjust run times {either increasing or decreasing the time
Indicated) automatically from the maximum Input In step 1.
3. Review and Input the number of start times lndicated on the Irrigation
schedule for each hydrozone and input a minimum soak•in time of '.30
minutes between start times.
4. Observe the plant material in each hydrozone, looking for signs of
overwatering (saturated soils, yellowing of leaves) or under.watering
(wilting). Adjust run limes up or down by percentages In 10% Increments
as allowed by the controller for each stat/on to fine tune the run times.
NOTES:
I
Landscape Architecture
92 Argonaut, Ste. 270
Aliso Viejo, CA 92656
T: 949.770.8530
www.studio-pad.com
Job No. : CV04-P
Scale:
Drawn: ACI
Ll-6.01 Checked: PAD
APPROVED FOR IRRIGATION AND
PLANTING ONLY, INCLUDING
PRECISE LOCATION OF PLANTING
AREA.
"AS BUil T"
1. Refer to Sheet Ll-5.01/Ll-5.02 for Irrigation Details.
2. Refer to Sheet Ll-6.01 for Irrigation Specifications. RCE EXP. DATE
IRRIGATION REVIEWED BY:
SPECIFICATIONS INSPECTOR DATE
~ ~ CITY OF CARLSBAD 5 PLANNING DIVISION 2
1,~t-lDSC)\pl: LANDSCAPE IMPROVEMENT PLANS FOR:
°'"v,<::> "'"'• lie -1,?, Carlsbad -Valley & Oak ~'\/2. +,, %. ' ~ ~ A Valley 17 (!) ~ 0 ff\ ~ rf. /PM£' ~ ~
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/' bate +' PLANNING
/' I: o'<' OWN BY: PROJECT NO. DRAWING NO. OF CALI\ DATE INITIAi. DATE INJTIAL DATE INITIAL CHKD BY:
DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWDBY: CT 12-07 480-4L
ExpiraLion Date.
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GENERAL PLANTING NOTES: TREE SCHEDULE:
KEY BOTANICAL NAME COMMON NAME FORM STAKE/GUY DETAIL NO QUANTITY • SIZE WOCULS COMMENTS ~ ~ Ago Fie Agonis flexuosa Peppermint Tree Standard Double 1/LP-5.01 19-15 gallon Low Soil & Plant Laborator_y, Inc Soil &,~).~.~!.!:-.~£~.:.~tor_y, lnc stake -......... "' ~ .. ,~ r. .... , :!in<• 19~·
1. Refer lo planting details and specifications for additional planting information. Nl(Nltlil.a,~..to,JW,'I ,,,,,.Ma .. .Jpwill!,il,,a,.:.l"'t--n
Lag Ind Lagerstroemia indica White Crape Myrtle Standard Double 1/LP-5.01 25 -15 galkln Medium 2. Consult with site superintendent, appropriate agencies, and Drawings lo verify existing locations of underground utilities, 'Natchez' slake -
Anc1heirn office Page2 pipes and structures. Take sole responsibility for costs incurred due to damage of these utilities, pipes, or structures if proper Lal.J No: H-09+00'19 Studio Pod
verification by Contractor was not performed. April 11, 0214 April 1'1, 2014
3. Do not willfully proceed with planting operations when it is obvious that unknown obstructions and grade differences exist that SHRUB SCHEDULE: Studio Pa<l Tree and Shrub Plcrnting Guidelines
may not have been known during the design process. Bring these conditions immediately to the attention of the Owner's 92 Argonaut Street, Suite 270
Authorized Representative for resolution. Assume full responsibility for costs incurred due to lack of providing such WOCULf QUANIDI AUso Viejo, Cl\ 92656 L Ex'c<1vate plcuiting plt:. i;lt least twice the diameter of the rootball.
SYMBOL BOTANICAL NAME COMMON NAME SIZE FORM SPACING DETAIL NO. COMMENTS 2. -rhe toµ or the rootball should Ile at or sliyhtly ab.ave final yrade.
notification. 0 Agave al\enuata Fox Tail Agave 5 gal 36" o.c. 2/LP-5.01 Low 28 Attn: Peter Duarte J. Organic material Is not required in the buckfill; however if you wish, the amended surface soil or a soil blend
--consisting of 110 more tl1tu1 200/Q Uy volume oqJan!c 11\dtter can tie µlaced !11 UIe upper 12 inches of llacktill only. Soil 4. Coordinate olher contractor's work relaled to proper execution of Contractor's work.
5. Obtain approval of final grade certitication from Owner prior lo beginning planting operations that certifies that rough grades CARLSBAD SFD below this depth should not contain any added organic 1natter because of the threat of plant disease and/or
@ Anigozanlhos 'Red' Red Kangaroo Paw 5 gal. -36' o.c. 2/LP-5.01 Low 144 -artaerobic soil co11ditio11s developing.
are within 1110th of an inch from specified grades. Ensure that finish grade elevations of planting areas are set to the proper Attached are the results of the analyses performed on two soil samples that were collected from the above mentioned 4. !-'lace slow release fertilizer tablets In the upper 12 inches of backtill at manufacturer's reconn'lended rates. lf
elevations relative to the finish surfaces of paving, utility covers, and curbs. <!') Pennisetum messiacum Red Bunny Tails Fountain 5 gal. 36" o.c. 2/LP-5.01 Low 57 -project site by the undersigned 011 Aprl! 4, 2014. These sarnples were mrnly:z:e<l in preparntion for a new landscape fertilizer amended soil is used as a backfill the addition of slow release fertiltzer tablets Is not necess,1ry.
Grass -ins@Hation, Tlie 'ffl' and '#2' samples are composites ofsoJI collected from tile LP-1.01 and LP-l.02 respectively{ as 5. Do not cover the oriyinal rootball wiU1 0U1er soil. ldeaUy, a temporary soil benn is ollcn constrm:ted arorn1d lhe 6, Existing site soil may be used in planting areas, however, It may need to be amended as indicated in the horticultural soils 5een on Uie i:lllached rnaps. Each of those st1mples was c1rrntyzetl for general chemistry a11d 11 utrienl levels. The outer edge of the rootball to help clm1111el water into the rootball and then into surrounding soil until roots c:ire
report. Should import soil be necessary lo bring site lo specified finish grades, indicate source location. Ensure that import ® Salvia leucantha Mexican Bush Sage 5 gal. -36~ o.c. 2/LP-5.01 Low 67 -texture of the soil was found to be uniform throughout and those two ScHnples were combined into a single composite established in the backfill and the rootball is no longer the sole source of water for UIc plant.
soil is of a sandy loam nature, containing no toxic chemicals or elements that might inhibit or retard normal plant growth. ('#3') for analysis to determine particle size distribution and textural classification. 6. Ideally, a weed and turf free zone, preferably 2-3 It. in diameter, should be maintained just beyond the diameter
of the planting hole. A 2~4 inch deep layer of coilrse mulch can be placed around the tree or sbrub; mulch should
Submit soil test results of Import soil to Owner's Authorized Representative for approval prior to delivering soil to site. Allitly:Ucal R~sull'.;?: be kept a minimum 4-6 Inches from the trunk.
7. Submit representative photos of each tree species to Owner's Authorized Representative for approval. Trees of a similar Mc,inte11<111ce-Fertilit<1tion lhe reaction of the sol! Is sligt1tly acidic, being measured at 6.2 and 6.1 on the pH scale In the 1/ll' and 11t2' sample!i species and variety are to have matching form. GROUND COVER SCHEDULE: respectively. This is sultcJble for c1 broad rqnge of plants and no pH tidjustment is recornrnended. 8. Plant material must be approved by Owners Authorized Representative prior to installation. Plant material installed without for turf, groundcover and rnass planting areas, uniformly broadcast ca/dum riitrc1te cit the rate of 6 lbs. µer 1000 sq. rt.
Owner's Authorized Representative's approval may be subject lo removal and replacement with related costs borne by SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACING DETAIL NO. WOCULS QTY (SF) COMMENTS Nitrogeu is below optimum In Uoth samples. Phosptiorus an<.I potaSsium are ample and neither will require ud<.lition ·nie fir:;t cipplk:ation should occur approximately 45 days after planllny, wiU1 repeat npplicc1tiot1:> every 30-90 clays or as
growth and color dk:tate. In emly spring, 2015 substitute a complete fertilizer such as 16-6-8, or equal, for the calcium
Contractor. ~ Triangular Spacing. until r.1t least spring 2015. Cillcium and rrngnesium me sufficient in both Sc1rnples. Copper, zir1c, m·1ngc11Iese c1ml 11itrnte ;it UIe rnte of 6 lUS. per 1000 sq. ft. to ensure continuing supplies of phosphorus and palilssium. Trl!e and shruL Bougainvillea 'Monka' Oo-La-la® Bougainvillea 5 gal. 30' o.c. 3/LP-5.01 Low 2,910 iron, c:ilthough not problematically high, will not require addition for at lc~t a year and probably longer.
9. Final locations of plant materials are subject to approval of the Owner's Authorized Representative prior to installation. plm1tings rnn be m«intfilned with the c1bove fertilizers; however, the frequency be~Meen upplici1tio11s should be every 90-
Perform the following before beginning planting pit excavation: I" · · :1 Rosmarinus p. 'Huntington Prostrate Rosemary 1 gal. Triangular Spacing. Salinity (ECe) is safety low in both samples. The favornbly lo9w sodium adsorption ratio (SAR) values Indicate that 120 days or as color (Hid growth dictate, with the first application GO <.lays after planting. Follow each fertiliziltiou with a
' t ' t 30" O.C. 3/LP-5.01 Low 770 thorough lrri<Jation. When plaIIL<i have beco1re well established, fertilizer applications can be lesci frequent. . . . . . Carpet' sodium ls properly balanced by calcium and mc1gneslum In regmcls to its effect on soll structure aud Wc'lter l11fllt@tlo11. a. Shrubs -place in containers on-site in 'final' locations. (gg~gg~ Serpents Blue Chalk Fingers Boron is s.1fely low, yet sufficient for plant nutrition In both samples.
b. Trees -stake or flag centerpolnt of tree. Senecio vitalis 'Serpents' 4" Flats 16" o.c. 3/LP-5.01 Low 5,625 Triangular Spacing.
c. Container Pots -locate pots prior lo planting. The t~xture of the soil at this site is 'sandy loi!rr(. The estlmatctl water I11flltrn.tio11 rntc, which rnay vmy with tht.: lf we can be of any further assic;ta,lce, please feel free to contact us.
10. Motify Owner's Authorized Representative in sufficient time to perform a required site observation visit. Refer to specifications r,:,:,:,:,:,i Baccharis pilularis pilularis □wart Coyote Brush 4' Flats 12· o.c. 3/LP-5.01 Low 279 Triangular Spacing. degree of soil compaction, is 0.34 inches per hour. y~-~ for specific site visil notillcalion tasks and limes. Insufficient notification time given Owners Authorized Representative may ~ Baccharis pilularis pilularis □wart Coyote Brush 1 gal. 42" o.c. 3/LP-5.01 Low 6,139 Triangular Spacing. Install reinforced straw mat to cover (~ecomrnendations
require the site visit lo be canceled, or possibly, make Contractor responsible to compensate Owner's Authorized all slope areas.
Surface Soil Preparntion For Turf Groundcover and Mass Planting_ Jason Gihring
Representative for overtime. IH!HHI Carex pansa California Meadow Sedge 1 gal. 30" o.c. 3/LP-5.01 Medium 2,460 Triangular Spacing.
11. Furnish plant material free of pests, poor condition, or disease, Including pre-selected or 'tagged' plant material provided by If fec1siUle, prior to mnemling the areas where 5evere comp,:1clio11 exists, the surfc1ce soil should lte ripped or tined to c1 9-Emailed: paduarte@studlo-pad.com
Owner's Authorized Representative. ~'$..\\\\i Erosion Control Malting ---1,575 Type of matting lo be approved by City. Install per inch depth. Uniformly broildcast and blend the following witf1 e;.:isting sol/ to ii G-lnch depth. --manufact.'s recommendations & City's Landscape Manual.
12. After fine grading operations have been completed and prior to beginning soil preparation, take a minimum of (3) horticultural Amount per 1000
soil samples where soil conditions or plant types vary, I.e. turf, shrub, slopes, etc. Soil samples are to be collected and tested Materfc1ls sq.rt. Sample Lucation(s)
by a qualified soil testing laboratory (current member of the California Association of Agricultural Labs and pre-approved by Nitrogen fortified organic amendment 4 cu. yards Both sample locations the City.) and a written report prepared which will include but not be limited to the following: VINE SCHEDULE: (compost-~ or re.dwood or fir sawdust)
a. organic matter content
b. N,P,K SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACING DETAIL NO. WOCULS QTY COMMENTS Catcium nitrate (15.5-0-0) lO lbs. Both sample locations
C. pH .,. Macfadyena unguis-cati Cat's Claw 5 gal.
d. EC Per plan 4,5/LP-5.01 Low 15 Triangular Spacing. -~R11tes and fertilizers m:1y have to Ue adjusted depending on mrnlysis of selected compost
e. soil lexture (sill, clay, sand) ----·-------.. ---------------------
r. recommendations for soil amendments, leaching, fertilization, planting backfill mixes and maintenance. 4/4.l E. Hunter Ave.1 Suite A 1@' 1101 S. Winchester Blvd., Sllite G-.li'J 4/4.L I:. Hunter Ave., Suite A @' llOt S. Winchester Blvd., Suite G-173
Submit a copy of the report to the Owner's Authorized Representative and the City. These requirements shall be incorporated SYMBOLS LEGEND: Anaheim, CA 92807 Sari Jose, CA 95128 Amihelm, CA 92807 San Jose, CA 95128
into the soil preparations. P/7 H.282.8777 F/711.282.8575 ·,,wu.ls11)Corp.cc.m P/108.727.0330 F/408.727.5125 P/714.282.8777 F/714.282.8575 ·1,w11.Llll)CorpLW1 P/•108.727.0JJO F/408.727.5125
13. If conflicts arise between actual size of planting areas on-site and those areas indicated on Drawings, contact Owner's
Authorized Representative for resolution. Failure lo make such conflicts known lo Owner's Authorized Representative in a .... Indicates Vine Center Line Slut.Jio Pat.J (ii) Soil & i!~.JE.!;.,<;.,~~:.~tor_y, Inc. timely fashion may result In Contractor's own liability to relocate plant materials. 0'-----
92 Acyonaut Street, Sta 270 14. Ensure that turf areas are separated from groundcovers and shrub areas with specified edging -refer to Drawings. •1741 E. Huntlt Av,, Suite A Anaheim, CA a2W7 114:zez~n1 Whon•l 714-282~575 lf.lxl
15. Triangular space groundcovers and shrubs, unless Indicated otherwise on Drawings -refer to planting details. ® Quantity of Plants in Planting Area Properly Line www.:.oi{ilflUplwitlulM•\r,;uy.!;t.l111 stu I --t---J\liso Viejo GA 92656
16. Provide a representative example of a typical tree slaking and guying (If any) Installation for Owner's Authorized -I -Representative review before performing tree staking and guying (if any) operations -refer to planting details. ~-Indicates Tree Type Limit of Work Line Project: Carlsbad sr-o Report No : 1.4-094-0049 I --Purchase Order: 17. Excavate plant pits lo specified dimensions per planting details. Indicates Tree Quantity --Indicates Tree Size COMPREHENSIVE SOIL ANALYSIS Uate Heed: 04/04/2014 18. Do not plant trees closer than 4-feet to fixed edge such as sidewalks and walls unless indicated otherwise on Drawings. Data Printed : 04/09/2014
19. Ensure that top of tree rootballs are set 2" above finish grade and shrub rootballs are set 1' above finish grade. ----Match line 1--'a~e: 1 of 1
20. Install plant material with its best side facing predominate view of public. -@= Indicates Vine Type Half Sat pH N03 -N I NH.,-~ PO-4--P K ""ca Mg •Cu Zn Mn ,. I 21. Provide the required selbacks between trees and elements such as utilities, i.e. gas, electric, sewer, water and related vaults, Indicates Vine Quantity Indicates Vine Size (\ Align % ECo pprn . ppm ppm PPm ppm ppm ppm . ppm ppm pj}m ,Ornanic . ·s.mple Description -Sampl& lb Lab No .
.Qua/ -dSfril 'Yt "drt w1. ' streetlights, fire hydrants, and signage. TEC Suff1cl111lc:{F•ctari. ' Limi !
22. Replace or repair existing materials that are damaged by Contractor during planting operations. .. I
Note: Plant quantities shown on plans are for contractors convenience and reference only. xx' Indicates Tree Box Size "1 14 6.2 17 I 4 36 "' 750 '"' 2.0 ,., ' 21' 23. Verify property lines prior to commencing planting operations. 1.2 15836 Landscape Architecture Contractor is responsible lo provide all plant material required to conform to specified plant 53 Non11 0.7 ,. r w ,., 1.0 ,, ,., 1.0 .. , 24. Refer lo City and County standards for standard landscape plans and specifications, where applicable. spacing. xx' BT Indicates Palm Brown Trunk Height I Keep turf 2' clear of tree trunks. Apply wood mulch In this buffer zone. #2 12 ,.1 ' ' " l74 "" 11!5 ~I 7.Q 1 137 25. 1A 158T/ " Nan, o., l..t ,., 1.0 1.5 2,9 ~, ·L2 , .. 92 Argonaut, Ste. 270
( #3
I I I I I I I I I I I I I I I l 15838 Aliso Viejo, CA 92656
WOOD MULCH SCHEDULE: Slopes 6:1 or steeper requiring erosion control measures as specified herein shall be lreated with one or more of the following
planting standards: Saturation Extract Values Percent of Sample Passing 2 mm Screen I
T: 949.770.8530
a. Slandard 1 --Cover Crop/Reinforced Straw Matting: Griil.vol '¼ I . www.studio-pad.com ·so, s .. nd USDA.SQ.ii cias!iific:ali01i en M~ No K e ~All :snt .'C.!ay Lab ~o. c;o"a:i-sO Frne Voiy :co·arse · ~oarso Me.d .. lo'Vi:ri-y.FinQ :Oii.i--.06 '
Mulch these planter areas with a minimum 3-lnch deep layer of wood mulch: Cover crop shall be a seed mix typically made up of quick germinating and fas I covering grasses, clovers, and/or wild meq/L .me·q/L rncq/L meq/L ppm mE!q/L 5 -12 2-6 1 · 2 .0,5 -1 0.05 4 0.5 0-.002 i Job No.: CV04-P
A. Shrub areas. flowers. Submit the specific seed mix for City approval prior to application. The cover crop shall be applied at a rate and 5.U 22 ,., 2.1 0.2!l l.7 t.!l 15836 Scale: NONE
B. Groundcover areas. manner sufficient to provide 90% coverage within lhirly (30) days. ( 6.5 I 25 I 4.5 I 1.6 I O.J:2 I ,., I ~, I I I I I I 158J7 I Drawn: sPAD
Type of reinforced straw matting shall be as approved by Iha cily and slaked to lhe slope as recommended by the ( I I I I I I I o., 1., I 22 L!I_U 45.ll I 1".D I ,.1 I Snndy loam I 15838 l LP-0.01 1. Mulch Type: 'Forest Floor (2" minus). manufacturer. Checked: PAD
2. Supplier: Aquinaga Fertilizer (949) 786-9558. 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. APPROVED FOR IRRIGATION AND
3. Comments: Provide Owners Authorized Representative with (1) baggle of mulch for review and approval prior lo placement b. Standard #2 --Ground Cover PLANTING ONLY, INCLUDING of mulch. One hundred (100%) percent of the area shall be planled wilh a ground cover known to have excellent soil binding
4. Refer to the Landscape Planting specification for additional mulch information. characterislics (planted from a minimum size of flatted material and spaced to provide full coverage within one year). PRECISE LOCATION OF PLANTING
C. Standard #3 --Low Shrubs AREA.
Low spreading woody shrubs (planted from a minimum of 2-3/4 inch liners) shall cover a minimum of seventy (70%) percent
of lhe slope face (at mature size).
TREE ROOT BARRIER SCHEDULE: d. Standard #4 --Trees and/or Large Shrubs Sufilduncy fadur ( I.0=:;uflicianf fur ;..v1mi,1s crop} balow each ~ufliunf valua I\ f:i.dor b;i.liw:j on 200 ppm constisrl fund. SAR= Sodiqm ndsorp:iori ratiCJ. H;iif SalLr,don 'Y.=awox 1ield m::ils:t:ro capacr.J. J\ilrof1en(N), Poiii!i:,;jt11n{K), "AS BUil T" C•lciurn(C.,;.) ;md ,,1.;,;m.~iu111(',t;:;) by !iodiu111 ci luklu !!X~ il'.;clbu. Pho~µ1orus{P) Uy soo'ium 1Jk:;;1!.rJ11o1!1;l r.i.dr~-t~~ CUSJp•~r{Cu), Z~1l.(Zu), ~,liill£iim:~:.(r.4a) lo lr1Jn{Fe) t.,y DTPA 11i1&::UC(1. t,;t_ (;.{i moil:'J'·J for :,;,,.li1.ii-t (ECe ;,ii; US/111),Bui.t.t1
Trees and/or large shrubs shall be (planled from a minimum of 1 gallon containers) at a minimum rale of one (1) per {13), Sulfu!1.(SO 4 ), S<..(Jii.m10\i!j. Grn•t"d fru,,;lion c4m .. ~~sod u:. µ:.1::L11f IJ{ WL1\jt1[ of u·~L"11·1.lriui.l "Jurui;l.i p.i~:.i11g i:'! 1211u11(112. rm:h) :.ilm1. P-uril::lt, ~.::1,-:. !n r11illimulc1s. 01guni<.: p;:rw11!u~l.! dct111111i11cd Li:,r W.iUwy.Bl.a::k or Lou:. on l,jl i!im,
1. Provide root control barriers for trees planted within 5-feet of a hardscape edge such as paving, walls, curbs, steps, etc. two hundred (200) square feet. • 1,QW , S.UFFlr.:IENr , tliOI-I
2. Type: CP18-2. Install per manufacturer's specifications. Slopes --6:1 or steeper and: RCE EXP. DATE
a. 3' or less in verlical heighl and are adjacent lo public walks or streets require al minimum Standard #1. PLANTING REVIEWED BY:
3. Mfg: Century Root Barrier (800) 480-8084 b. 3' to 8' in vertical height require Slandards #1 (erosion control malling shall be inslalled in lieu of a cover crop), #2 and #3. SCHEDULES '
4. Length: 1 O' long, refer to manufacturer's specifications. c. In excess of 8' in vertical heigh! require Standards #1 (erosion conlrol matting shall be installed in lieu of a cover crop), #2, INSPECTOR DATE
#3, and #4. ~ ~ 5. Comments: CITY OF CARLSBAD
A Set top of barrier a minimum of 1/2' above finish grade and below surface of wood mulch or turf. Areas graded flatter lhan 6:1 require Slandard #1 (cover crop) with temporary irrigation when lhey have one or more of 6 PLANNING DIVISION 2
8. Refer to the Landscape Planting specification for additional root barrier information. the following condilions: LANDSCAPE IMPROVEMENT PLANS FOR:
C. Alternatives may be submitted for review. a. Sheel graded pads not scheduled for improvements within 6 months of completion of rough grading. ~~DSCAP1, 'I Carlsbad -Valley & Oak D. Refer to detail 4 on Sheet LP-5.01. b. A potential erosion problem as determined by the City. <,.,<:! 00"1'7E & ltr '9C',s, ~ <:}·'?· .. ,,,.f: :.;..
c. Identified by lhe City as highly visible areas to the public or have special conditions lhat warrant immediate treatment. 6' 0 Ii!) 'fc. "' Valley 17 -~ ~ r::. -I -! --,, ... ,, -~
_Ll tc "(,•/ r, APPROVED: 1~1 H,~,,_ ,1 [<llC c:..+' EJl--ait ::g, , t.:,. I +
" ~U,lQ/'( ..
S'/'.; }ale :-,_'¥". PLANNING
.</1; "'"" >!' OF C/\Ll<O OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE JNITIAL CHKO BY:
DESIGNER OF WORK REVISION DESCRIPTIOM OTHER APPROVAL CITY APPROVAL RVWO BY: CT 12-07 480-4L Expirafon Dale:
Plotted by: KC-SPAD Aug. 22, 2014 03:26 PM S:lz_ProJects\CV04-2012_ Carlsbad SFR\sPADl'P' (Production)ILP-101_ CV04-P .dwg
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TREE SCHEDULE:
..
Front Yard Landscape to be Homeowner Installed
1
l
KEY BOTANICAL NAME COMMON NAME FORM STAKE/GUY DETAIL NO QUANTITY· SIZE WOCULS COMMENTS
Ago Fie Agonis flexuosa Peppermint Tree Standard Double 1/LP-5.01 19-15gallon Low stake
Lag Ind Lagerslroemia indica White Crape Myrtle Standard Double 1/LP-5.01 25-15 galon Medium 'Natchez' stake
SHRUB SCHEDULE:
SYMBOL BOTANICAL NAME COMMON NAME SIZE FORM SPACING DETAIL NO. WOCULS QUANTIT'I COMMENTS
0 Agave attenuata Fox Tail Agave 5 gal. -36" o.c. 2/LP-5.01 Low 28 -
@ Anigozanthos 'Red' Red Kangaroo Paw 5 gal. -36' o.c. 2/LP-5.01 Low 144 -
® Pennisetum messiacum Red Bunny Tails Fountain 5 gal. 36" O.C. 2/LP-5.01 Low 57 Grass --
® Salvia leucantha Mexican Bush Sage 5 gal. -36" O.C. 2/LP-5.01 Low 67 -
GROUND COVER SCHEDULE:
SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACING DETAIL NO, WOCULS QTY {SF) COMMENTS
~ Bougainvillea 'Monka' Oo-La-La® Bougainvillea 5 gal. 30" Q_C. 3/LP-5.01 Low 2,910 Triangular Spacing.
I" .. ·1 Rosmarinus p. 'Huntington Prostrate Rosemary 1 gal. 30"o.c. Triangular Spacing. t ' • t 3/LP-5.01 Low 770 . ' . ' . Carpet'
g o·o \~I 000000 ·~ O 0 Senecio vitalis 'Serpents' Serpents Blue Chalk Fingers 4" Flats 16' O.C. 3/LP-5.01 Low 5,625 Triangular Spacing.
f,/ V V V ~v] VVV¥VV
'u u ., u
Baccharis pilularis pilularis Dwart Coyote Brush 4" Flats 12' o.c. 3/LP-5.01 Low 279 Triangular Spacing.
~ Baccharis pilularis p'dularls □wart Coyote Brush 1 gal. 42" o.c. 3/LP-5.01 Low 6,139 Triangular Spacing. Install reinforced straw mat to cover
all slope areas.
UlHH!i Carex pansa California Meadow Sedge 1 gal. 30" o.c. 3/LP-5.01 Medium 2,460 Triangular Spacing.
t\%~'\\~1 -Erosion Control Matting ---1,575 Type of ma tung to be approved by City. Install per -manufact.'s recommendations & Cily's Landscape Manual.
VINE SCHEDULE:
SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACING DETAIL NO. WOCULS QTY COMMENTS ,. Macfadyena unguis-cati Cat's Claw 5 gal. Per plan 4,5/LP-5.01 Low 15 Tnangular Spacing.
2 15G
NOTES:
16
165.88
2
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Front Yard Landscape to be Homeowner Installed
or per Homebuilder offered Front Yard Landscape
Option Packages (at time of sale).
1. Refer to Sheet LP-0.01 for Planting Schedules and Notes.
\
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----
0 10'
I
Scale: 1" = 20'
2. Refer to Civil Drawings for LMD Basin Area dimensions, details and specifications.
~l'DSCAp<!' '1
'.<.,<::) 0\.1/\H rE & lJ. ,9("'o/, ~ ~~ c:? 1/
4}~~ '%-~ :5 !t IEfd __ -• ';. ~
f-?l.·ZP/l!__ ----· k,,:-:" ,1 ,1.,,,
" _f,:.Z-1,.~Z.•l'f ,. S'?: i\11'" ,.'I(:
'1 t: "'"". < OF CA\.\rO
DATE fNrTIA!. DATE INirlAL DATE
KEYMAP rn
Not to Scale
20' 40'
PLANTING
PLAN
~ 7
Landscape Architecture
92 Argonaut, Ste. 270
Aliso Viejo, CA 92656
T: 949.770.8530
www.studio-pad.com
Job No. : C\/04-P
Scale: 1·=20·
Drawn: PAD
LP-1.01 Checked: PAD
APPROVED FOR IRRIGATION AND
PLANTING ONLY, INCLUDING
PRECISE LOCATION OF PLANTING
AREA.
"AS BUILT"
RCE EXP. DATE
REVIEWED BY:
INSPECTOR DATE
~ CITY OF CARLSBAD
PLANNING DIVISION 2
LANDSCAPE IMPROVEMENT PLANS FOR:
Carlsbad -Valley & Oak
Valley 17 I APPROVED: {<z..-.i \ I y -e I ...;ft ~ · z..7. I :I:
PLANNING
OWN BY: PROJECT NO. DRAWING NO.
INlflAL CHKD BY: I I DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CT 12-07 480-4L
E,qiiraWn Date;
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Plotted by: KC-SPAD Aug. 22, 2014 03:26 PM S:lz_Projects\CV04-2012_ Carlsbad SFR\sPAD\'P' (Production)\LP-101_ CV04-P .dwg
TREE SCHEDULE:
KEY BOTANICAL NAME COMMON NAME FORM STAKE/GUY DETAIL NO QUANTITY-SIZE WOCULS COMMENTS
Ago Fie Agonis nexuosa Peppermint Tree Standard Double 1/LP"<i.01 19 -15 gallon Low stake -
Lag Ind Lagerstroemia indica While Crape Myrtle Standard Double 1/LP"<i.01 25 -15 gallon Medium 1Natchei stake -
SHRUB SCHEDULE:
SYMBOL BOTANICAL NAME COMMON NAME SIZE FORM SPACING DETAIL NO. wocuu QUANffi1 COMMENTS
0 Agave attenuata Fox Tail Agave 5 gal. -36" o.c. 2JLP-5.01 Low 28 -
® Anigozanlhos 'Red' Red Kangaroo Paw 5 gal. -36" o.c. 2JLP-5.01 low 144 -
<El Pennisetum messiacum Red Bunny Tails Fountain 5gal. 36" o.c. 2JLP-5.01 low 57 Grass --
® Salvia leucantha Mexican Bush Sage 5gal. -3Wo.c. 2JLP"<i.01 low 67 -
GROUND COVER SCHEDULE:
SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACING DETAIL NO. WOCULS QTY (SF) COMMENTS
~ Bougainvillea 'Monka' Oo-La-la® Bougainvillea 5 gal. 30" o.c. 3/LP-5.01 low 2,910 Triangular Spacing.
l:'.:::::<I Rosmarinus p. 'Huntington Prostrate Rosemary 1 gal. 30" o.c. 3/LP-5.01 Low 770 Triangular Spacing. Carpet'
~gg~~g~ Senecio vilalis 'Serpents' Serpents Blue Chalk Fingers 4" Flats 16" O.C. 3/LP-5.01 Low 5,625 Triangular Spacing.
[,"" ".] v,,11_,v .. " .• v v Baccharis pilularis pilularis Dwart Coyote Brush 4' Flats 12" O.C. 3/LP"<i.01 Low 279 Triangular Spacing.
~ Bacd1aris pilularis pilularis Dwarf Coyote Brush 1 gal. 42" o.c. 3/LP-5.01 low 6,139 Triangular Spacing. Install reinforced straw mat to cover
aN slope areas.
lllllllll Carex pansa California Meadow Sedge 1 gal. 30• O.C. 3/LP-5.01 Medium 2,460 Triangular Spacing.
~\~~'\\~ -Erosion Control Matting ---1,575 Type of matting to be approved by City. Install per -manufact.'s recommendalions & City's landscape Manual.
VINE SCHEDULE:
SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACING DETAIL NO. WOCULS QTY COMMENTS ,, Macfadyena unguis-cati Cats Claw 5 gal. Per plan 4,5/LP-5.01 Low 15 Triangular Spacing.
,-----Front Yard Landscape to be Homeowner Installed
or per Homebuilder offered Front Yard Landscape
Option Packages (at time of sale).
Front Yard Landscape to be Homeowner Installed
or per Homebuilder offered Front Yard Landscape
Option Packages (at time of sale).
NOTES:
1. Refer to Sheet LP-0.01 for Planting Schedules and Notes.
KEYMAP
Stamp concrete paving
at median, per Civil Plan
0 10' 20'
I I
Scale: 1 • = 20'
40'
I
rn
Not to Scale
I
Landscape Architecture
92 Argonaut, Ste. 270
Aliso Viejo, CA 92656
T: 949.770.8530
www.studio-pad.com
Job No. : CV04-P
Scale: 1 ·=20'
Drawn: PAD
LP-1.02 Checked: PAD
APPROVED FOR IRRIGATION AND
PLANTING ONLY, INCLUDING
PRECISE LOCATION OF PLANTING
AREA.
"AS BUil T"
2. Refer to Civil Drawings for LMD Basin Area dimensions, details and specifications. RCE EXP. DATE
PLANTING REVIEWED BY:
PLAN INSPECTOR DATE m CITY OF CARLSBAD ~ 8 PLANNING DIVISION 2
v'!!-IDSCl\p~ LANDSCAPE IMPROVEMENT PLANS FOR:
"-'Q o0 "'"&" ~c Carlsbad -Valley & Oak p ,,.~ <:, -s;.,,.
'-tJ4.'-' '\~
v '"i!!d r, :::i ' ~ Valley 17 -~ ..
\,p, ,,or.
__ L:}l: l• Ir,, I APPROVED: t'(~( I II) ,:·it~"1A;y J~ ~ E;il..r2tl:: ~--Z•-!:±
J'/'. (}al,; ~ :,-.1?'.
-1r o,:/' PLANNING
"DFcALlt0 OWN BY: PROJECT NO. DRAWING NO. DATE INHIA!.. DATE INITIAL DATE ltllf!Al CHKD BY:
Dl;SJQNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CHY APPROVAL RVWO BY: CT 12-07 480-4L
E.tpirat:;on Date:
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7
8
LEGEND
1. Wall beyond.
2. 9 gauge galvinized guy wire. 1/4' x 2' galvinized eye
screws set in lead shields (on landscape walls). Use
adhesive/clear caulking vine-eyes on residential walls.
3. Attach primary espalier branches to guy wire with green
nursery tie wire.
4. Espalier -prune lower branches as requird.
5. Finish grade.
30"
ELEVATION
5 VINE ATTACHMENT
6
NOTES
A. Coordiante vine support on-site with Owner's
Authorized Representative.
B, Attach major vine branches to wires.
30'
PL-Vl-03 .dwg
Scale:
NTS
LEGEND
1. Edge of paving, sidewalk, wall or curb
2. Shrub or groundcover plant.
3. Locate plant equal distance from each olher.
Spacing per Plant Legend.
4, 1/2 of plant spacing distance -12" min.
0t • • • • 0/\\0
•
•
TRIANGULAR SPACING
•
•
SQUARE SPACING
•
•
I \ •---• 0
• •
•
•
• •
•
• •
• •
•
• •
• •
PL-GC--01.dwg
3 SHRUB/GROUNDCOVER SPACING Scale:
N.T.S.
LEGEND
1. Vine.
2. 3' deep water basin.
3. Fence, wall, or post.
4. Finish grade.
5. Plant labfets -refer to
Specifications for quantity.
6, Amended backfill.
7. Undisturbed native soil.
NOTES
A. Refer to planting specifications for additional
information.
8, Set vine as close to fooling as possible.
5
6
7
2x rootb~II width -,~--~--?-
PL-Vl-01 .dwg
4 VINE PLANTING Scale:
NTS
. 0':t1DSCAP1, .q
' ..,<> 90'"" •&c: -9('-S:
,· ~ ~ ,J, ~ .'<CJ;...._,,,_,~ 'V~ /5ii:/f!d ~~ -~~-51)'0;\C~,._
l[-J//Lo/0 • ;:·:;~:~.,y/e
.S-;,-_>..__ Ll-Ji., -~:'\~
"it: ~"" 'OFCALlfO
E:o:piralioo Data:
LEGEND
1. Tree -cenler in pit.
2. Tree ties.
• 3. 2' dia. x 1 O' Lodgepole Pine slake -keep clear of
rootball.
4. 3' deep waler basin -no basin in turf areas.
5. Finish grade.
6. Plant tablets -quantity per specifications.
7, Undisturbed native soil.
8. Rootball -set top 2" above finish grade.
9. 12' deep layer of amended backfill.
10. 3' high native soil pedestal.
11. Non-amended backfill.
b ' N
2x rootball width
NOTES
A. Refer to planling specificalions for addilional
information.
B. Keep turf 24' clear of trunk -mulch this area
and keep mulch 3' clear of trunk.
Prevailing
Wind
PLAN VIEW
PL-TR-02.dwy
1 TREE PLANTING (Double-Staked) Scale:
NTS
LEGEND
1. Shrub -center in pit.
2, 3" deep water basin.
3, Finish grade,
4. Amended backfill.
5. Plant tablets -quantity per specifications.
6. Undisturbed nati•1e soil.
Rootball
NOTES
A. Refer to planting specifications for add'itional
information.
8, Set rootball 1" above finish grade.
~~
-'"''..,,, .... • ,I' ,, ,I 6
)' 2x rootball width ,
•
PL-SH-01.dwg
Scale: 2 SHRUB PLANTING NTS
PLANTING
DETAILS
~ 9
I
Landscape Architecture
92 Argonaut, Ste. 270
Aliso Viejo, CA 92656
T: 949.770.8530
www.studio-pad.com
Job No. : CV04-P
Scale: As Shown
Drawn: PAD
LP-5.01 Checked: PAD
APPROVED FOR IRRIGATION AND
PLANTING ONLY, INCLUDING
PRECISE LOCATION OF PLANTING
AREA.
"AS BUil T"
RCE EXP. OATE
REVIEWED BY:
INSPECTOR DATE
CITY OF CARLSBAD ~ PLANNING DIVISION 2
LANDSCAPE IMPROVEMENT PLANS FOR:
Carlsbad -Valley & Oak
Valley 17 I APPROVED: i~\ I (y> £I) -0ft ~--z-r' i-t
PLANNING
I I INITIAL OWN BY: PROJECT NO. DRAWING NO. DATE DATE INITIAL DATE IN!TIAL
REVISION DESCRIPTION CHKD BY: CT 12-07 480-4L DESJGNER OF WORK OTHER APPROVAL err{ APPROVAL RVWD BY:
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7 5
8 6
centu roo ■ 1er
SPECIFICATIONS:
CP -SERIES: CP12-2, CP18-2, CP24-2, CP36-2, AND CP48-2. 90°
1/2"-3/4" RIBBED SIDE INTERLOCKING CONNECTION
MATERIAL: POLYETHYLENE WITH ULTRAVIOLET INHIBITORS
THICKNESS: .060 -.085
MATERIAL POLYETHYLENE
THICKNESS .060 -.085
ASTM TEST
PROPERTIES: METHOD
TENSILE STRESS @ YIELD D638
ELONGATION @ BREAK D638
TENSILE MODULUS OF ELASTICITY D638
FLEXURAL STIFFNESS -
CANTILEVER BEAM D747
TENSILE IMPACT D1822
ENVIRONMENTAL STRESS -
CRACK RESISTANCE D1693
HARDNESS, SHORE D 02240
VALUE POLYETHYLENE
COPOLYMER
4100 TO 4300 PSI
40%
150,000 PSI
-
125,000 PSI
50FT. LBS/IN'
-
1 HR.
68
SIDEWALK
CENTURY PRODUCTS 1144 N.
GROVE ST. ANAHEIM, CA 92806
TOLL FREE: 1-800-480-8084
PHONE: (714) 632-7083
FAX: (714) 632-5470
www.centuryrootbarrier.com
FEATURES
-FLEXIBLE TOP SAFETY EDGE
-VERSATILE BARRIER FOR LINEAR
OR TREE WELL APPLICATIONS
-MANUFACTURED WITH 50%
RECYCLED PLASTIC
-RAISED 90° ROOT DEFLECTING
RIBS
90° 1/2"-3/4" RIBBED SIDE
INTERLOCKING PANEL
CONNECTION
ADJUSTABLE ANTI-LIFT
POLYETHYLENE
PANELS WHICH CAN BE
SEPARATED INTO 1' SECTIONS
~ 3-4" GRAVEL
,,.---TREE TRUNK GRADE '= ~.~.-.-.• -.-.-.---,r----,,---~~=--n~,"~
~ ~ • • a . • CURB •
I -iiicc
--CURB
=
~-CENTURY PRODUCTS
ROOT BARRIER
INNER 90' __J
DEFLECTING RIBS
TREE WELL APPLICATION
NOTTO SCALE
NOTES:
1. INSTALLATION TO BE COMPLETED IN ACCORDANC E WITH MANUFACTURER'S SPECIFICATIONS.
2. ALL DIMENSIONS ARE CONSIDERED TRUE AND RE FLECT MANUFACTURER'S SPECIFICATIONS.
3. DO NOT SCALE DRAWING.
PURPOSES AND ARE FOR INFORMATION PURPOSES 4. THESE DRAWINGS ARE NOT FOR CONSTRUCTION
ONLY. ALL INFORMATION CONTAINED HEREIN WA
BE REVIEWED AND APPROVED BY THE PRODUCT
S CURRENT AT THE TIME OF DEVELOPMENT BUT MUST
MANUFACTURER TO BE CONSIDERED ACCURATE.
THE INTEGRITY OF POST-CONSUMER MATERIALS, AND 5. TOLERANCES MAY VARY IN ORDER TO MAINTAIN
ASSURE THE MATERIAL STRUCTURE. WE MAKE N
SPECIFICALLY DISCLAIM THE WARRANTY OF MER
0 OTHER WARRANTIES, EXPRESS OR IMPLIED, AND
CHANTABILITY OR FITNESS FORA PARTICULAR
6. CONTRACTOR'S NOTE: FOR PRODUCT AND COMP ANY INFORMATION VISIT www.CADdetails.com/info
REFERENCE NUMBER 005-003A.
LINEAR APPLICATION
NOTTO SCALE
RB-TR-CP-01 .dwg
4 CP-SERIES ROOT BARRIER Scale: PANELS· APPLICATION N.T.S.
PLANTING
DETAILS
~ 0
I
Landscape Architecture
92 Argonaut, Ste. 270
Aliso Viejo, CA 92656
T: 949.770.8530
www.studio-pad.com
Job No. : CV04-P
Scale: As Shown
Drawn: PAD
LP-5.02 Checked: PAD
APPROVED FOR IRRIGATION AND
PLANTING ONLY, INCLUDING
PRECISE LOCATION OF PLANTING
AREA.
"AS BUILT"
RCE EXP. DATE
REVIEWED BY:
INSPECTOR DATE
CITY OF CARLSBAD ~ PlANNING DIVISION 2
lANOSCAPE IMPROVEMENT PLANS FOR:
0;\'IDSCAP£ '1 Carlsbad -Valley & Oak -,.__,<:> Q0"'1TE & IJc ~(''!< ;.; .• ~ .. '%~ ~ A.~~-~ V!f.•;, -~~ Valley 17 ✓ I.
S,fn:Llurc t, ,J,z,Jt, I APPROVED: id\ Lf· EJ.\~tr I ~:·;;:'.·~-t'f «I .'.b•-Z"1·!+
"'" ~~"' PlANNING
o'<'
I I OF CAllf OWN BY: PROJECT NO. DRAWING NO. DATE JNrT!Al DATE INrT!AL DAfE IN!f!AL CHKD BY:
DES!GNER OF WORK REVISION DESCRIPTION OTHER APPROVAL ClrY APPROVAL RVWD BY: CT 12-07 480-4L E;i;pifat;on Date:
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--------------------------------------------------------------------------------------------------------------------... 1 Plotted by: KC-SPAD Aug. 22, 2014 03:26 PM S:\z_Projects\CV04-2012_Carlsbad SFR\sPAD\'P' (Produclion)\LP-501_CV04-P.dwg
LANDSCAPE PLANTING SPECIFICATIONS
PART 1 · GENERAL CONDITIONS
1.1 Description:
A. Work Included:
1. The work included in these specifications shall consist of the furnishing of all
labor, tools, materials, permits, appliances, taxes and all other costs,
foreseeable and unforeseeable at the lime of contracting necessary and
appropriate for the installation of the accompanying drawings.
2. No deviation from these specifications or from the agreement or from the
general conditions is authorized and no such deviation shall be made unless
the written authorization, therefore signed by the Owner or his duly authorized
representative, has been obtained in advance.
1.2 Interpretation of Plans and Specifications:
A. The Landscape Architect will interpret the meaning of any part of the any plans and
specifications about which any misunderstanding may arise, and his decision will
be final.
B. Should there appear to be an error or discrepancy in or between the plans,
specifications & planting lists, the Contractor shall refer the matter to the Landscape
Architect for adjustment before proceeding ~nth the work. Should the Contractor
proceed with the work without so referring the matter, he does so on his liability.
1.3 Quality Assurance:
A. Quality of work: The Landscape Architect shall be notified at least two days prior
to work commencement, by the Contractor and prior to inspection visits by the
Landscape Architect. All work shall be done in a good workmanlike manner in
accordance with all plans and specifications and best considered practice, shall
meet with the approval of the Landscape Architect and Owner and shall be in
accordance with the requirements of local building codes and laws. Any defective
work will be redone at the Contractor's expense as directed by the Landscape
Architect.
B. Permits: The Contractor will be responsible for obtaining any and all necessary
building permits from the city of other governmental authorities.
C. License requirements: The Contractor shall carry necessary Contractor's California
State License or Certificate for type of work listed, such as the Landscape
Contractor's License.
D. Insurance coverage: The contractor shall carry all necessary compensation and
liability insurance to cover his workmen and work to protect the Owner from any
possible damage suit or lien on the Owners property in the course of the work by
the Contractor and will show the Owner such evidence of above indicated
insurance coverage prior to initialing work.
E. Property, etc., Damage responsibility:
1. The Contractor is to protect at all times all existing utilities,
structures, trees, plants and other features intended to remain on
and adjacent to the job site and to repair or replace any
damaged items in a neat and good workmanlike manner during and
due to his work on the job and he shall assume all damage or injury
that may result to all such property and/or to persons where such
damage or injury is caused in connection with his work or is due to
his negligence or to his leaving open or unprotected portions of
streets or other property.
2. Should any part of the work under this contract be damaged by
other contractors, the Contractor and party causing such damage
shall make adjustments between themselves and not with the Owner
relative to the repairs or reconstruction and payment for same.
F. Knowledge of site: It is assumed that the Contractor has visited the site and
familiarized himself as to the site conditions and shall have verified all dimensions
as well as ascertaining the means of getting into the site and any other factors
affecting the work.
1.4 Costs:
A. Segregation of costs: At the time of execution of the contract. the Contractor shall
furnish to the office of the Owner, for purposes of accounting and scheduling, a
segregated cost schedule or breakdown of the contract price, listing the various
components in the plans as well as unit prices of each component specified in a
form satisfactory lo form the Owner. These schedules shall also be used as the
basis in formulating the progress payments to be made to the Contractor and
these cost breakdowns shall be part of the contract.
B. Extras or changes: Any extras or changes from the contract on the job shall have
the prior approval of the Landscape Architect and must be approved in writing by
the Landscape Architect and Owner.
C. Increased costs: If the extra or change is to be done at at increased cost over and
above the contract fee, the Owner shall sign the Contractor's written request for
such additional funds for extra work prior to actually doing this work.
1.5 Product protection, storage and handling:
A. Site condition: The Contractor, in the course of his work, is to keep the site in a
neat and tidy condition as much as is practical so as not to disturb the normal
usage of the surrounding areas by the Owner or by others.
B. Site clearance: Upon completion of the work, the Contractor shall properly clean
and tidy such work and the surrounding areas used by and remove any or all excess
materials, dirt, debris from the site or to dispose of same as directed by the
Landscape Architect.
C. Owner's materials: During the course of the work, any materials, equipment and
services may be provided by the Owner and used by the Contractor in the job, for
such materials, equipment, and services, the Contractor is to give credit to the
Owner at the standard current rate for such items. Such credit, if any, will appear
in the final billing by the Contractor to the Owner.
D. Plans and specifications: All landscaping including plants, ground covers, soil
additives and other miscellaneous landscape items shall be provided and installed
in strict accordance with plans and specifications prepared by Owner.
E. Changes: The Owner shall have the right to make minor changes in the
landscape design and installation to insure practicality of design and for aesthetic
reasons at no additional cost.
PART 2 · MATERIALS
2.1 Grading: Grade all areas by filling and/or removing surplus soil as needed to ensure proper
grades and drainage as indicated on the plans. Unless otherwise noted, finish grade shall be
below hardscape as follow: 2" for ground cover areas, 1" for lawn areas.
2.2 Moisture content: The soil shall not be worked when moisture content is so great that excessive
compaction will occur nor shall it be so dry that dust will occur and form in the air or that clods
will not break readily. Water shall be applied, if necessary, to provide ideal moisture content
for tilling.
2.3 Weed removal: Weeds, plus bermuda grass, etc., shall be dug out from all planting areas by
their roots wherever possible and removed from the site. Where necessary to discourage
reoccurence of this material, the Contractor shall apply one or more treatments of a satisfactory
chemical per manufacturer's directions in regard lo concentration plus allowance of an ample
period of time for effective performance prior to cultivation. The site shall be maintained in a
weed and litter free condition during the maintenance period. Weeds shall be removed at
frequencies adequate lo prevent the maturation of weed seeds.
2.4 Plants:
A. Inspection:
Plants shall be subject to inspection and approval or rejection by the Landscape Architect at
place of growth and/or the project site at any time before or during progress of work for size,
variety, condition, latent defects and injuries. Rejected plants shall be removed from the site
immediately.
B. Conditions:
Plants shall be symmetrical, typical for variety and species, sound, healthy, vigorous, free from
plant disease, insect pests or their eggs and shall have healthy normal root systems, well filling
their containers, but not to lhe point of being root bound.
2.5 Protection: Protect and maintain all plants from sun, drought, wind, theft, rain and heat at all
limes before and during planting operation.
2.6 Planting requirements for trees and shrubs:
A. Plant materials in quantities and sizes specified shall, after grading operations, be spotted
approximately as shown on the landscape drawings and are to be approved by the
Landscape Architect before being removed from containers and excavating soil for planting.
B. All backfill materials shall be mixed thoroughly on site before using.
PART 3 -EXECUTION
3.1 Planting:
A. Container-grown plants to be planted in plant pits two (2) limes wider than plant container
and a depth of twice the height of plant container. Plant crown lo be slightly higher than its
natural growing height after settlement.
B. Prune plants as directed by Landscape Architect.
C. All plants shall be watered immediately, before backfilling planting pits.
D. All areas receiving plants and/or hydroseeding shall be moist to a depth of 6" at lime of
planting.
E. Plant all plants 5' minimum from irrigation heads (slopes only).
F. Scarify the sides of each root ball prior lo planting if circular root is evident.
G. Plant quantities on the plan are for the Contracto~s convenience and not guaranteed to
be accurate.
H. Plant symbols take precedence over quantities specified.
Plotted by: KC-SPAD Aug. 22, 2014 03:26 PM S:lz_Projects\CV04-2012_ Carlsbad SFR\sPADl'P' (Production)\LP-601 _CV04-P .dwg
3.2 All work shall be as directed by Owner's field representative, who shall be appointed prior to
the commencement of the work.
3.3 Contractor shall submit all material receipts to Landscape Architect.
3.4 Maintenance:
A. Maintenance period shall not begin until entire installation is accepted by the Owner.
B. Maintenance period shall be for the following duration: 90 days.
1. All plants and planting shall be guaranteed for the following durations beginning at the
first day of the maintenance period.
Trees and shrubs, 15 gallon and larger ... .
Shrubs, 5 gallon and smaller. ............ .
Ground cover. ...................... .
Lawn .............................. .
1 Year
90 Days
90 Days
90 Days
2. All dead, damaged or broken plant material, including sodded and seeded lawns and
ground cover, shall be replaced at two-week intervals.
C. Fertilize with 2 lbs. actual nitrogen per 1000 sq. ft. at end of each 30 days. Landscape
Architect will specify type, depending on season. Perform last fertilizing at end of
maintenance period in the presence of the Landscape Architect.
PART 4 · PLANTING NOTES
4.1 Landscape Contractor shall repair and/or replace any damaged plant material which is
damaged due to his negligence.
4.2 Landscape Contractor shall be backcharged for Landscape Architect's lime in locating any
landscape material as requested by the construction manager.
4.3 Landscape Contractor shall submit all amendment quantity receipts to construction manager
and/or Landscape Architect for approval.
4.4 Contractor shall perform all fertilizing in the presence of the construction manager or Landscape
Architect. See Soil Preparation Requirement, this sheet.
4.5 Contractor is responsible for maintaining all areas in a weed and debris free condition
throughout the maintenance period. (See specifications).
4.6 Plant symbols take precedence over plant quantities.
4.7 All plants shall be protected against heat, sun, wind and frost during transportation to the site
and while being held at the site. Do not store plants in total darkness for more than one day.
4.8 Wilted plant material shall not be planted or used on the project.
4.9 Do not damage plant root during transportation or planting process.
4.10 Plant material may be rejected at any time by the Landscape Architect due to condition, form
or damage before or after planting.
4.11 Landscape Architect shall approve final placement of all trees, shrubs and vines prior to
planting.
4.12 All surface rock and debris 3" and larger shall be removed from planting areas and then
from the site.
4.13 Crown of plant shall be slightly higher, after settling, than adjacent soil.
4.14 Prune trees as directed by Landscape Architect after inspection.
4.15 Remove water basins from all trees located in lawn areas prior to hydroseeding installation.
4.16 Any and all damage in new and existing paving caused by the Contractor shall be the
responsibility of the Contractor and be repaired by the Contractor.
4.17 Install all trees and shrubs prior to planting of groundcover and/or hydroseeding.
ExpiraUon Data:
PART 5. HYDROSEEDING MATERIALS.
5.1 Seed:
A. Label seed and furnish in sealed standard containers with signed copies of a statement
from seed vendor certifying that each container of seed delivered is fully labeled in
accordance with California State Agricultural Code and is equal to or better than
requirements of this section.
B. Contractor shall submit all seed labels and certification letter to landscape architect for
verification and approval.
C. Seed which has become wet, moldy or otherwise damaged in transit or storage will
be rejected.
5. Fiber Mulch:
A. Composed of green colored wood cellulose fiber containing no germination or growth
inhibiting factors.
B. Mulch is to be manufactured in such a manner that after the addition of seed, fertilizer,
water and additives in a special 1,500 gallon slurry tank, the fibers and above materials
will become uniformly mixed to form a homogeneous slurry.
C. Weight specifications of this material from the suppliers and for all applications, shall
refer only to the air dry weight of the fiber materials. Absolute air dry weight is based
on the normal standards of the Technical Association of the Pulp Industry for wood
cellulose and is considered equivalent to 10% moisture. Each package of the cellulose
fiber shall be marked by the namufacturers to show the air dry weight content.
D. Acceptable Manufacturer: Conwed.
5.1 Seed:
A. Dry, organic powder hydrocolloid formulation.
B. Hydrate and disperse in a mixing tank with circulating water from a homogeneous slurry,
either alone or in combination with other materials. pH to be stable in presence of
fertilizer.
C. Application of soil and mulch tackifier to be made at a minimum rate of:
a. Flat areas-80 pounds per acre.
b. Sloped areas (3:1 or steeper)-120 pounds per acre.
D. Acceptable Manufacturer: Ecology control-M Binder by Conwed.
E. Chemical germinating additives shall be" Catalytic Pre-Emerge" or approve equal.
F. Urea formaldehyde shall be a pelletized commercial fertilizer for hydromulch slurry.
END
Soil Preparation
"For Bid Purposes Only-
Recommendation
To the extent all new landscape areas should thoroughly be tilled lo a minimum 9" deplh.
DATE INITIAL
For turf and ground col/er planting, the following amendments should I.Je uniformly broadcast
and thoroughly Incorporated to a minimum 6'" depth by means of a rolotil!er or equal.
AMOUNT/ 1,000 sq. IL
-4 cu. yds. Nitrogen stabilized organic amendment derived from redwood,
fir, or cedar sawdust.
-200 lbs. agricultural gypsum
-20-20-20 fertilizer
The backfill mix for use around the rootball should be prepared as follows:
-6 parts by 'iolume on-site soil
-4 parts by volume nitrogen stabilized organic amendment
-15 lb. 20-20-20 fertilizer
Contractor lo provide Soil Test from:
Soil & Plant lab
1594 North Main Slreel
Orange, CA 92863
(714) 282-8777
DArE INITIAL
DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL
PLANTING
SPECIFICATIONS
I s;E1ET I
Landscape Architecture
92 Argonaut, Ste. 270
Aliso Viejo, CA 92656
T: 949.770.8530
www.studio-pad.com
Job No. : CV04-P
Scale: None
Drawn: sPAD
LP-6.01 Checked: PAD
APPROVED FOR IRRIGATION AND
PLANTING ONLY, INCLUDING
PRECISE LOCATION OF PLANTING
AREA.
"AS BUil T"
RCE EXP. DATE
REVIEWED BY:
INSPECTOR DATE
CITY OF CARLSBAD ~ PLANNING DIVISION
LANDSCAPE IMPROVEMENT PLANS FOR:
Carlsbad -Valley & Oak
Valley 17 I APPROVED: 17~\ c ,--, E::H4: I ~. 2,.1-}'
PLANNING
OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY: CT 12-07 480-4L CITY APPROVAL RVWDBY:
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OArE INlflAL
DESIGNER OF WORK REVISION DESCRIPTION
E;;.piro1tion Date:
City area
Private area
0 15' 30' 60'
Scale: 1' = 30'
MAINTENANCE
EXHIBIT
~ 2
Landscape Architecture
92 Argonaut, Ste. 270
Aliso Viejo, CA 92656
T: 949.770.8530
www.studio-pad.com
Job No. : CV04-P
Scale: 1 ·=20·
Drawn: PAD
M-1.01 Checked: PAD
APPROVED FOR /RR/GA TION AND
PLANTING ONLY, INCLUDING
PRECISE LOCATION OF PLANTING
AREA.
"AS BUil T"
RCE EXP. DATE
REVIEWED BY:
INSPECTOR DATE
CITY OF CARLSBAD ~ PLANNING DIVISION 2
LANDSCAPE IMPROVEMENT PLANS FOR:
I APPROVED:
PLANNING
OWN BY:
DATE INITIAL DATE INI f!AL CHKD BY:
OTHER APPROVAL ClrY APPROVAL RVWDBY:
Carlsbad -Valley & Oak
Valley 17
/<i:-.::,g\ Gr-f:l1-Jt q.. 'l,. •. 1-t I
PROJECT NO. DRAWING NO.
CT 12-07 480-4L
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~~~~~~~~~~~-~~~~~~~~~~~----..... ~~--------------------------------------------...; ______ ;,.....;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;..1, Plotted by: KC-SPAD Aug. 22, 2014 03:26 PM S:lz_Projects\CV04-2012_Carlsbad SFR\sPADl'P' (Production)\M-101_CV04-P.dwg