HomeMy WebLinkAboutCD 15-24; TIERRA DEL ORO; Consistency DeterminationC: DRAWING FILF..S\TILE Slff.l:_IS CLSB---IP.JWG REV!SEO: 5/15 2012
2
2'-0"
• 0
I ;..,
•
CONCRETE TOE KICK
3
FINISH SURFACE OF STONE
PAVING
BARBECUE
SCALE: 1/2'" = 1'-0"
FIRE BRICK-TUMBLED
(COLOR TBS) AT
INTERIOR OF FIRE PIT,
BOTTOM & SIDES
CERAMIC FIRE BALLS
6" DEEP SAND
AT FIRE PIT
SLOPE FLOOR T
DRAIN
9'-5"
□ □
2'-0"
+---+-----+--GRILL
1" OVERHANG, TYP
WARIIIING DRAWER ,,. ..... ·-,L =--1
--•···--·--··1 r··"'-·---~ --······-----t==c:tt=c~==t-STAINLESS STEEL
ACCESS DOORS
NOTES:
1. ALL COMPACTION, FOOTINGS AND
REINFORCEMENT PER SOILS REPORT
AND SlRUCTURAL ENGINEER
2. DIMENSIONS & DETAILS SHOWN ARE
APPROXl1\IIA TE. REFERENCE APPLIANCE
CUT SHEETS FOR ACTUAL Dl1\IIENSIONS.
3. COUNTERTOP TO BE COLOREO
CONCRETE.
ELEVATION
BRICK VENEER 3'" L X
1-1/2'" W. MATCH
EXISTING BRICK COLOR
4" CMU
STONE PAVING
(:'.'.ff;''Jilf;,!l--~~~~~L..lL','}.lJS!-"\'t'.coMPACTED AGGREGATE
GAS LINE AND _ _,,,
RING
FIREPIT 4 SCALE: 1 /2'" = 1'-o•
ORAIN LINE
3'-o"
COMPACTED SUBGRADE
NOTE:
ALL COMPACTION, FOOTINGS,
AND REINFORCEMENT PER SOILS
REPORT AND SlRUCTURAL ENGINEER
SECTION
\
1
: CDP 14-05/AV 15-04/CDP 15--13 I
! -------··--·-··-·-····· ----------------------------··--········--------------------
1'', 1 1 /2" TOP AND BOTTOM RAIL, WELD
---ALL CONNECTIONS AND GRIND SMOOTH.
"
\
PAINTEO FINISH
11/2"s3" POSTS SPACED AT 6'-0" O.C.
PAINTED FINISH
5/8"x5/8'" l!HN. SOLID PICKET AT
4" MAX. OPENING, PAINTED FINISH
\
'b
I
'in
ALL COMPACTION, FOOTINGS AND
REINFORCEMENT PER SOILS
REPORT AND STRUCTURAL
ENGINEER.
SAFETY FEN CE
SCALE: 3/8" = 1'-0" ELEVA TIO
STUDIO
34202 Sefx,lvedo Avenue
Copisll Qt.., &each, CA 92624
pho 949.248.5404
R»< 949.240.9790
THIS DRAWIIIG AS AH l!ISTRIJ/.IENT Of S!:RY!(ES IS Tfff PROPERTY Of TH£
lMfilSCAPE AR(ltllfil All!l IMY IIOT BE REl'ROIJll(ID Ill Nff FO!UII Wl1HOIJT
T!IE lAllll}{Al'E A«tfflTECT'S IVIITTEM PERMJSSION AND UllllSS THE
REPKOllllCTllll CAKK!ES Tit£ I.AIIDSCAPE ARCHITECT'S IIAME. All DESIGN
All!) Oll1£R ~ SllllYIII cm HIE l1«Alll!IG Al£ Fill! HIE 50lE USE
Of Tl!! Sl'KlffEO l'HlllfCl Offl.l All!l SHAll NOT B! OlltERWISE USEO
WITIIIJlll HIE Eml:SS P1!UR WIIITTN PERMISSION OF Tll£ LANDSCAPE wmcr.
WRIITTN OfffifNSm Sl!All HAil' PRECEDENCE OVER SCALED Dlfl\ENIION. 'Tti Wl.l YUITT Affil B! RBl'OtMU FOR AU. ~ Al!ll Ull lll!: .'Ill. lllE ~ mlKf 5 lll B! lllfal)
llf Alff l'illlAI!IIIIS FftUffl lltt lllMflfWllS Allll CO!IIITTIOIIS SHll'lffl cm
Tl!! llRilWIII!». !151l!IG CO!lllf!IO!I; AlHl LOCATIOIIS Of UTIUll£S 11m
llllT fflN YEmED ffllifflWDEflLT. IT IIIAl.l BE Tit£ IESl'tlRSllll.lll llf
T!IE ~{Sl B!fO!IE BEGfll!l!Nll WORK TO IIDEl!Mfflf Tl!£ EX.ICT
LIKAllllll llf All ~lllE!ITS Affil !.15llftG U1llllll:S. mE C~{S)
Slli\U 81: !ESMSffl\E FOR SE(lffilllG All PERMITS AIID ENG111mlflG
K!WlR£ll llfflQl 5 llVt lfiCI.W 1!1 HIES£ llMfflllGS. CM!, Sll1K11IIAl,
MECllAIIKAl EIGIMERlrtn, W.01111i AND !rnAINAGE Bl OTftERS.
S!IDP llMlllll'.S MUST BE SUBMllTl:D TO THE LANDSCAPE ARCHITECT FDR
R£Vl£W IITTm PmKEl'lllll\l fflTII fAllRICATIOII-
Ttlflts.\ (WK lANilSCAPE ARC!DTEC!
APP RO V[O FOR
!RR/GA T/ON ANO PLAN TING
ONLY, INCLUDING PRECISE
LOCATION OF PLANTING
AREA.
"AS BUil T"
RCE __ _ EXP ____ _ DATE
0Ns1sTENcY oerERMTNATioN 1,xH~1r Hards cape
.,A::1!~-?-Fo""'r:,PR"4-om_-cr __ ~No. ~'~~ ,.---.---.....-----------------r-1_1_.4-,-__ DT"e_t_a_i ... l_s_--, ___ _.~_1_N __ s_P~E~c_1_o~R~~~~~~~~~~~~~~~~~~~-DA_T_E_---t
REVIEWED BY:
DonNeu,CilyPfunnec 08.04.14 2ND SUBMITTAL CDP REVIEW w CITY QF CARLSBAD ~
RllCOM~IBNDllD JlY: ~ GJ.t 4 11---'1-"-1.1'-'4"-.14'-+----+-'3'-"R~D ~SU=B=Ml"-'TT=AL~C=D-'--P-"R=EVl=E-'--W -------+---t---1------+--I O . 1
DATJl: ~ls\\-s-"° V--02.10.15 4TH SUBMITTAL CDP REl<1EW ~::;::;:::::'.~::::;::::;;::;:;:P;:L::A;:NN:::1;:N:::G:::D=IV::l;:Sl=O::N:::::::==='--'====:
04.06.15 5TH SUBMITTAL CDP RE1<1EW LANDSCAPE IMPROVEMENT PLANS FOR:
f>-l'-I O SC A p"'
\...CA·'
Tierra del Oro Residence
5039 Tierra del Oro
Carlsbad, CA 92008 .
=--1
0 --z:= '.!!~• 1rri
_j ~
1C
l----+----+-----------------1---+---+---+---11-A-PP_R_o_v_E_D= ____________ -----
PLANNING
DATE INITIAL
DESIGNER DF WORK Expiration Date: 5.30.2016
REVISION DESCRIPTION
OWN BY:
DATE INITIAL DATE INITIAL CHKD BY:
OTHER APPROVAL CITY APPROVAL RVWD BY:
PROJECT NO. DRAWING NO.
CDP 14-05 xxxx
\\ y 11
DECOMPOSED GRANITE
PART 1 -GENERAL
1.02 Quality Assurance
SECTION 02512
A Rules and Regulations: Perform all work and use materials which are in full accordance with latest rules and regulations of safety orders of Divisions of Industrial Safety and all other applicable laws and regulations of the City, State, and County.
1.03 SUBMITIALS
A Samples and Product Data: Submit the following items:
1. Decomposed Granite: One pint for each size ana color range.
PART 2 -PRODUCTS
2.01 DECOMPOSEl)GRANITE .,
Supplier: California Gold Track Fines by Felton Quarry, Felton, CA 95107; Tel. {408) 335-4934, or accepted equal.
2.02 PORTLAND CEMENT: ASTM C150, Type I or II.
PART 3 -EXECUTION
3.01 SUBGRADEPREPARATION
A Verification of Subgrades; Verify that subgrades have been rough graded to lines and grades to
within 0.10 ft. to eccept (2) (4) in. deep crushed stone paving.
B Compaction: Compact subgrade io minimum 90%.
3.02 WOODHEADERINSTAJJ..AT!ON;
A General: Install headers immediately prior to the installation of the decomposed granite paving
and irrigation system.
3.03 AGGREGATESUBBASE
A Placement: Spread aggregate subbase over thoroughly-compacted subgrade, in conformance
to Section 26 or the Standard Specifications. ( Compact by roller or tamper.)
3.04 DECOMPSEDGRANlTEPAVING A General: Install all cement-stabilized crushed stone work true to grade, properly coinciding with
adjacent work and elevations. Provide a finished s\U'face wriform in texture and a,pearance.
Do not permit finished work to vary more thanl/8 inc. in 10 ft. from true profile and cross
section.
8 Mixing:
1. General: Paving shall consist of a mixture of decomposed granite, cement and water,
thoroughly mixed by revolving blades or rotary drum or continuous mixing at the option of
the Contractor.
2. Cement: Add Portland Cement to decomposed granite at a minimum of 5 % by weight of the dry fines. Increase the amount of cemenf as required to provide a compressive strength of
not less than 500 psi at seven days as determined by testing procedure.
3. Water. Adjust quantity: of water added to the mixture to permit maximum compaction of the materials when placed on the subgrade.
C Installation:
1. Grading: When surface areas have been rolled and it becomes necessary to add a thin layer of material to bring the surface to grade, the previously rolled or compacted area shall
be ranked to provide a bond with the added material.
2. Application Time: Not more than 1-1/2 hours shall elapse between the time water is
added to the aggregates and cement, and the time completion of final trimming and compaction.
3. Finish Paving Surface: Provide a uniform texture and color and without a cement
mortar film on the exposed surface.
D Curing: After installation, keep moist for a ~riod of 7 da~. A~ply water in a fine mist or pray an in such a manner that it will not damage the finis:t:ied surface.
3.05 CLEAN-UP
A Keep all areas of work clean, neat and orderly at all times. Keep all adjacent planting
areas clean during paving operations.
8 Remove from the premised all surplus materials, tools, equipment, rubbish and debris
resulting from the work at no expense to the OWner.
SITE CONCRETE PAVING
PART !-GENERAL
1.01 DESCRIPTION
A. Work Included:
SECTION 02514
Concrete __p_atj:c;ig_
1.02 QUALITY ASSUiW,CE: • " A. Applicable Standards: All references to the Standard Specifications ,
"ASTM", or "ACT" manuals shall mean the current or latest editions as described below. Standard Specifications -Standard Specifications of the State of California, Business and Transportat10n Agency, Department or
ASTM -American Society for Testing and Materials, Standards as indicated, latest editions.
WCLIB -West Coast Lumber lospect1on Bureau, Standard Gr.ading aml Dressin£ Rllles No.16. Concrete Reinforcing Steel mst.m,te -lllan..al of Standard Practice, MSP-1-61f. ACI -American concrete institwte, Manual of Concrete Practice.
B. Percent Compaction: ASTM D1557j percentage of the maximum in-place dry density or the same materia as determined by Soils Engineer.
C. Coordination: 1. Coordinate all items of other trades to be furnished and set in place.
2. Insure that such portions or their work are all or in part embedded, built-in,
attached to, supported by or covered over by the concrete work are executed 'by them
in ample time that progress of the work is not delayed.
3. do all cutting or patching made necessary to comply l'rith above injunction.
4. Coordinate proper installation of all accessories embedded in the concrete and for the
provision of holes, openings, ect., necessary la the execution of the work of the trades.
D. Llnes and Levels: A licensed surveyor or registered civil engineer shall layout and establish all lines, levels, grades ancl positions of all parts of the work.
1.03 SUBMITIA!S: , A. Samples and Product Data: Submit samples and manufactures latest catalog cuts
and specifications of the following materials.
1. Jobsite flatwork panel: One 12 foot X 12 loot X 4 inch for each type of concrete finish
and color. Include required. joints and treatment. 2. Color samples: -Crout and expansion
joint compounds.
2. Color samples: Grounl and expansion joint compounds.
3. Concrete Mix Design: Three copies of each type of concrete. Include all information
required by the batch plant to accurately mix the concrete proportions. 1Bi.x designs are to
be based on the approved flatwork panels in item #1. See Mix Design Criteria 1.04.
4. aggregates: Provide three srunples of each aggregate size and type lo be used in
the mix design. Clearly identify the sieve size, name, and color of each sample on the
containers. Submit samples of the each of the following:
1.04 MIX DESIGN CRITEIA: A. General 1. All concrete mixes shall be proportional and designed in accordance with ACI 211.1-81
and the Uniform Building Code.
2. All mixes shall be designed for ready mix transported concrete per ASTM C94.
2.01 POURED IN PLACE CONCRETE:
A. fe\\l'f"Jbncrete shall be transit mixed, complying with ASTM C94. 2. All concrete shall be supplied from a single source using a single cement, sand and
aggregate supplier.
B. Product Cha,racteristics: 1.--c-ampress1ve Sfiength lo be 3000 psi.
2. Slump: 4 inch maximum t Pfu'l's'W:t s~~n}frl\;i, 6sJ'Ci~u&i~n drawings.
2.02 CEMENT: ASTM C150, Type I or II Portland Cement. 2.03 BASECOURSE: Per recommendations provided in the Soil Geotechnical Report.
2.04 COARSE AGGREGATE Description: ASTM C33 2.05 FINE AGGREGATE: ASTM C33 2.06 REINFORCEMENTS:
A. Reinforcing Bars: ASTM A615 Grade, 60 deformed billet-steel bars, clean and free from rust,
scale, or coaling that will reduce bond.
2.07 WATER: Clean, potable, concrete mixing water free from injurious amounts of salts, oils,
acids, alkalis, organic materials or other deleterious matter.
2.08 AlR ENTRAINMENT: ASTM C280, air-entraining admixture.
2.09 INTERGRAL COLOR: • • A. Product: CHROMIX Admixtures as produced by L.M. Scofield Company . 2.10 COLOR HARDENER ADMIXTURES: A. Prodnct: Lithochrome Color Hardener Admixtures as produced by L.M. Scofield Co .. 2.llEXPANSION JOINT MATERW.5:
A. Expansion Joint: W.R. Meadows or equal, Ceramar flexible foam expansion joint ¾ inch.
2.12 WEAKENED PLANE JOINTS: !land tooled joint, 1/8 inch by 2 inch, with 1/8\nch radius.
"Zip-strip joints" permitted in pul>lic side walks only.
2.13 SAW CUT JOINTS: Maximum 3/16 inch by 1/2 inch deep. Extend all saw cuts to the end
of each concrete panel. Do not overlap cuts into adjacent concrete panels.
2.14 WOOD FORMS:
A. Wood:
1. Exposed Concrete Surfaces: Plywood, PSI; B fo.ce on contact side, Ext. Grade, Douglas
Fir, Class I; not less that 5{8 inch thick. Mill oil or resin coat surfaces at factory and seal;
edges use type that will no stain or leave residue on concrete.
2. Unexposed Concrete• Surfaces: Board forms or plywood as specified for exposed
concrete surfaces. Board forms: Douglas Fir, sound, good quality, and free from loose knots:
not less than 3/4 inch thick:.
2.15 FORM OIL: Nonstaining mineral oil type.
2.16 FORM COATING: Euclid Chemical Co.'s Eucoslip, W.R. Grace's Formfilm, Noxcrete's Pre-Form,
or approved equal.
2.20 CONCRETE RET ARDANTS: To be by Burke products or approved eq\Oal.
2.21 NON-SHRINK GROUT: To be by Burke products or approved equal, non-shrink, non-metallic grout.
2.22 EPOXY GROUT: To be Sika, Sikad:u.r 32 or approved equal. Minim.um compressive strength
value of 8500 psi.
PART 3-EXECUTION:
3.01 GENERAi.:
A. Surface Drainage:
1. Provide for positive drainage on alL concrete paving surfaces.
C: \DRAWING FILF_S\TI E.[ SHEETS \C_SB --IP .DWG Rt; VISED: 5/i5/2012
2. Report in writing any discrepancies or om1ss1ons on drawings and conditions on the site
which would prevent proper drainage.
3. No "birdbaths" or other surface irregularities will be permitted. ProP.erly correct irregularities. 8. Securemenl: Use templates for all anchor plates! bolls, inserts and other items embedded in concrete. Accurately secure so that they wil not be displaced during placing of concrete.
C. Electrical Conduit: l)o not embed piping, other lha'b electrical conduit, in structural concrete. Loca..te c9nduit tQ maintain streglfi of structures al maximum. Verify size, length and location of eleclncal conctuit.
3.02 BASECOURSE: Compact as per Soils Engineer's recommendations.
3.03 CONCRETEINSTALLATION: A. General; 1. Concrete Strengtb: lllinimum 28 day compressive stre)!gth of 3,000 psi. 2. All concrete sliall be transit mixed in accordance witli requirements of ASTM C94. 8. Placement:
1. Place all concrete in accordance with AC! 318.
2. Once concrete operation has beglll!~ it shall be continued until the specified panel1 component, or section is complete. 1.Jse of cold joints is not permitted withoY.t specific prior
approval of the Architect.
3. Concrete shall not be placed in water, and water shall not be permitted to rise over concrete
prior to final set.
4. Do not place concrete until all reinforcing, sleeves, and conduits are in place and properly
fastened or covered.
5. Clean and coat all forms prior to placement.
3.04 FORIIIWORK: A. General:
1. Construct forms accurately to dimensions, plumb and true to line and grade. Use forms
that are substantial, mortar tight, braced and lied so as lo maintain position and shape
during placing of reinforcing and concrete.
2. Wa-.y Slll'faces and Jn,lged slab swfaces fOSllltiDg from settlement or s,-1iugmg of fomnrork
will be rejected.
3. Carefully verify and check all forms ior alignment and level as the work proceeds.
Promptly make all needed adjustments or additional bracing.
B. Construction Joints: Construct and assemble forms in such a manner that joints occur at
accepted locations. Thoroughly clean forms before pouring concrete.
C. Details: Take extreme care in all details of forming, setting and reinforcing. Except where
tooled earners are indicated, provide all exposed concrete linish work with smooth, even surfaces of dense concrete with clean sharp arises and ow.tside corners.
D. Coordination: Alter forms have been placed and accepted, insure that all other trades have
been properly notified and are given sufficient time to complete installation of their work.
E. Recesses and Openings: Provide as shown on the Drawings or as may be directed at the site.
F. Reinforcing Steel: Install progressively with work of other trades. Coordinate each other's
schedules so as to avoid disturbing or moving work already installed by one trade to
admit the work of another.
G. Responsibility: Each trade shall be entirely responsible for proper installation and securing
of the work during placing of concrete.
H. Prior to Pouring Concrete:
1. Thorougl!ly clean O\lt all forms to be used.
2. Tborous:h.Jy lfet wood forms as required where form coatings are not used. I. Removal of .rorms:
1. Do not remove supporting forms or shoring until concrete has sufficient strength to carry its own weight and other loads upon it.
2. Remove forms only after concrete has properly set and without damaging concrete.
3.05 REINFORCEMENTS:
A. Supports: Accurately and securely fasten or support reinforcements to prevent displacement
before or d~ pouring. Ha~ footing bars from forms. Support wire mesh with
suitable metal cradles. Fabrication: Clean, bend and place reinforcement per ACI Manual of Concrete Practice. Bends shall conform to bend dimensions defined as standard in accordance
willl details in drawings.
C. Placing:
1. The placement of bars shall conform to the recommended practices in CRSI, Placing
Reinforcing Bars.
2. Move reinforcing bars to avoid interface with other reinforcement, conduits, or embedded
items. Do not exceed specified placing tolenmces.
3. Provide a minimum of 2 inch concrete cOTer around all reinforcing.
4. Bars shall bar securely tied to prevent displacement. All bars shall be tied at crossing
contuct. All dowels shall be sec1.1red in place before depositing concrete.
5. Welded wire fabric shall be furnished in flat sheets only.
6. Reinforcing bars partially embedded in ccmcrete shall no be field bent, except as shoffll
in the drawings or permitted by the Structural Engineer.
7. All horizontal reinforcement including welded wire fabric, shall supported on specified
supports. Use of "hook and pull" method for welded wire fabric is prohibited.
3.02 JOINTS: A. General:
1. Locate all ioints as shown on the drawings.
2. Locate all Joints on forms prior lo placipg concrete. Form in fresh concrete using a jointer to
cut the groove so that a smooth uniform impression is obtained. Strike all joints
before and after brooming. 3. Saw cut joints: Mack all joints on the pavement with chalk lines. Obtain approval of joint locations from Landscape Architect prior to prcceeding with the work.
4. All intersecting joints lo sloP. cleanly at point of intersection. Overlapping of joints into
unjointed concrete panels is not permftled.
3.03 FINISHES: A. Broom Finish:
1. ~ by <ire.wing a stiff 'bristled. broom across a floated. finish.
B. §l~~~eflr='."ing to be perp,,ndicwar ,o direction of w-ork or as shown on Drawings.
1. After surface water disappears and floated surfaces have sufficiently hardened, steel-trowel lo
a smooth surface. 2. After concrete has set enough to ring trowel, retrowel to a uniform smooth finish, free of
trowel marks or other blemishes. Avoid. excessive arreas.
C. Integral Colored Stamped Concrete:
1. Grades: Screed and Mag-float paving to a smooth even grade using overhead screeds
where necessary to set flow lines and grade breaks.
2. Stamping: 11hile concrete is still in the plastic stage, apply approved imprinting tools to
make the required patterned surface. Joints to receive grouting shall be completed al this lime.
3. Finish:Tfaler blast surlace no later than 18 hrs. after initial pour to match the approved sample. 4. Review: Finish work shall match approved job sample.
D. Sand-Blast finish:
1. Continuity: Perform is as conlinuou.s an operation as possible, utilizing the same work crew
maintain continuity of finish.
2. Depth of Cul: Use an abrasive grit of the proper type and gradation lo expose the aggregate
and surro\lilding matrix surfaces tQ match sample panel as foUQ,rs:
a. !,lgl)t Cut: ApP.roxtmately 1/23" 9,ut. .. b. Medium Cut: i\pproxtmately 1/16 to 3/32 .
3. Uniformity: Use same nozzle, nozzlll pressure and blasting technique as used for sample panel.
llse same individual operator where possible.
E. Rock Salt:
1. While concrete is still in a plastic stage, evenly dispense rock salt over surface at the rate of
ten (10) pounds per 150 square feet.
2. Float rock salt into surface of concrete. Do not cover rock salt.
3. Allow concrete to cure for 7 to 10 days. Thoroughly wash remaining salt from surface. Do
not permit washed salt lo contaminate adjacent planting areas.
F. Retardant finish:
1. Screed, tamp and float concrete in conformance to normal installation procedures. G. Seeded Exposed A§grega,e Finish:
1. Seeding: Immediately after the slab has been screeded and darbied, evenly distribute aggregate
over the surface with proper techniques such that the required finish texture and
color can be achieved.
2. Mixed Aggregates: Where multiple colors or sizes of aggregate are required for achieving the
desired finish, pre-mix the aggregates in approved ratios and store in containers until ready
for installation.
3. Embedding: Alter seeding, hand-float the surface to embed the ll§l!regate, follow with a steel
trowel lo insure that all aggregate are entirely and evenly embedded j11sl beneath the surface.
4. llepth: tu, soon .. the concrete has achieved a firm set, simllltaneoualy brush and wash wiU,
water mring the proper pressure and flo,r lo obtain a clean, uniform SllJ1'ace with depth of
exposure of the aggregate of no more than 1/16"
3.10 EXPANSIONJO!NTS:
A. Locations: Provide joints at locations and intervals shown on the Drawings, and where concrete
paving abuts buildings, curbs, or other structures.
B. Sealing: After the curing period, carefully clean expansion joints and fill with joint compound lo
¾ inch below adjacent paved surface. Avoid spilling on paved surfaces or overflow from joint.
3.11 EPOXYGROUT:
1. Mix, install and cure epoxy groY.t in strict accordance with manufactures -written instructions.
2. Holes for insertion of bolts or handrails shall be drilled to the diameter and depth as indicated
on the drawings. All holes shall be cleaned by brushine and blasting out with compressed air.
Do not drill the hole greater than ¾ inch larger than -£he diameter of the insert.
3.12 NON-SIIRINKGROUT:
1. lnstail per the manufactures recommendations. Mix consistency appropriate for placing method
and conditions.
2. Minimum strengtb at any consistency shall be 7,000 psi at 28 days.
SITE CONCRETE SECTION 03310
PART 1-GEIIERAI.
1.01 DESCRIPTION:
A. Work Included:
Concrete footings for Landscape Structures Concrete sle_ps and ram.ps Concrete walls
Concrete walls for Veneer Surfacing materials
Miscellaneous concrete components
1.02 QUALITY ASSURANCE: Section 02514
1.03 SUBIIIITTALS: Section 02514
PART 2-PRODUCTS 2.01 CEMENT: Section 02514
2.02 BASE COURSE: Section 02514 2.03 COURSE AGGREGATE: Section 02514 2.04 FlNE AGGREGATE: Section 02514 2.05 AllMIXTURES ASTM C494-82 2.06 REINFORCEMENTS: Section 02514
2.07 REINFORC!NG SUPPORTS SECTION 02514 2.08 COLORING ADDl'l1'1ES "
A. Proct_1,1ct: CHI\P.IIIIX Admixtyres as produced by ''L.M. Scofield Cq/Jl_pany , or equal. 2.09 WATERSTOP: Perfect Seal By white Cap Industries, "lfaterstop ~y Greenstreak or equal 1. All waterstops shall be PVC nontoxic serrated with center bulb type
2. Size of the wateerstops shall be minimum of six times the largest aggregate size plus
the width of Ille joint. . . 3. Ml waterstaps are to be a single piece free of any defects or sphces. If splices are
required to accommodate horizontal radii, make all splices connected with a hot splicing iron.
2.10 EXPANSION JOINT MATER!ALS: SECTION 02514
2.05 FORMINGlllATERIALS
A. Wood Forms:
1. Wood: t t 'd a. Exposed concrete surfaces: Plywood, S4S, PSI; B face on con ac s1 e,
EXT. Grade, Douglas Fir.
Class I; not less than 5/B inch thick. Mill oil or resin coat both surfaces at factory and
seal edges: use type that will not slain or leave residue on concrete.
8. Unexposed concrete: Board forms or plywood as specified for exposed concrete surfaces.
Board forms: Douglas Fir, sound, good quality, and free from loose knots; not less than
than 3/ 4 inch Ulick.
2. Plywood lormmg:
A. Concealed. portions may be APA rated B-B Plyform, exterior grade. B. Exposed portions shall be APA rated, medium density overlaid, exterior grade.
C. Jiadius Ccmcre\e Forms:
1. To be asaem0lell in pieces representing the ra11ii required to perform the work. Shop
cut and assemble when possible.
2. Burke or equal, Burke Tube, seamless, standard duly.
2.12 Form Releo:re llgent: Shall be Euclid Chemical Co. Eucoslip, W.R. Grace's Formfilm,
Concrete's Pre-Form, or approved equal.
2.13 Form Oil: Nonstaining mineral type.
2.14 CURING COMPOUNDS: ASTM C-309
2.15 VAPOR BARRIER: Shall be Super Sampson 4 or approved equal.
2.16 EPOXY GROUT: To be Sika, Sikadur 32 or approved equal. All products shall have a
minimum compressive strength of 8000 psi.
2.17 NOii-SHRINK GROUT: To Be by Burke products or approved equal, 57-100 non-shrink,
nan-metallic grout.
2.16 OTHER PRODUCTS: Provide all other products necessary for complete installation and
operation. Such products shall be subject to the review of the Landscape Architect.
PART 3 -EXCUTION
3.01 GENERAi.: A. Surface Drainage:
1. Provide for positive drainage o.n e.ll concrete paving surfaces.
2. Report in mtmg any Jisct epmh .. 1e's ar omi'ssions on drawing and condition on the
site which would prevent proper drainage. l)o not proceed with installation in areas of
discrepancy until all such discrepancies have been properly resolved.
3. No "birdbaths" or other surface irregu.larit:it!s will be permitted. Properly correct
irregwlarilies.
B. Securement: Use templates for all anchor plates, bolts, inserts and other items embedded
in concrete. Accurately secure so that they will not be displaced during placing of
concrete.
C. Electrical Conduit: Do nol embed piping, other than electrical conduit, in structural
concrete. Locate conduit to maintain strength of structures at maximum. Verify size,
length and location of electrical conduit.
D. Prior to installation of concrete, carefully inspect the installed work of all other trades
a.nd verily that all such work is complete to the point where this installation may properly
comment:e.
E. Verify that all work can be installed in strict accordance with all perUpenl codes and
regulations, the original design, reviewed submittals, and manufacturers le.test
recommendations.
3.02 CONCRE'!'l;INSTALLATION:
A. Gener .. !:
1. Concrete Streng~h: lllinimwn 26 day compressive strength of 3,000 psi.
2. Transit Mixed: All concrete shall be transit mixed in accordance with requirements of
ASTIII C94.
3. Time: Concrete shall be mixed for 10 minutes minimum. Concrete mixing shall
continue until conc:rete is completely discharged, Minimum of mixing lime shall be 3
mimttes al the job site.
4. Water: Under no circumstances shall be the Contractor add waler to the concrete mix.
5. Standard Specifications: Applicable requ.iremenls of Section 51, "Concrete Structures,"
and Section 80, 'Portland Cement Concrete", except as modified herein.
6. Concrete shall be rejected if not placed within 45 minutes of adding water and admixtures.
B. Placement:
1. Place all concrete in accordance with AC'l 316.
3.03 FORMWORKINSTALl..ATION:
A. General: .
1. Construct form accurately to dimensions, plumb and true to lme and grade as shown
on the drawings, subject to tolerances _defined in this ~pec_ificati«;>~• Use forms that_ are
substantial, mortar tight, braced and tied so as to mamtam pos1t1on and shape dunng
placing of reinforcing and concrete.
2. Design and construct formwork based on recommendations described in ACl 347.
B. Construction Joints: Construct and assemble forms in such a manner that joints occur at
accepted locations.
C. Details: Take extreme care in all details of forming, setting and reinforcing. Except
where tooled corners are indicated, provide all exposed concrete finish with smooth, even
surfaces of dense concrete with clean sharp arises and outside corners.
D. Earthforms:
1. As accepted, use eathform.s for footings only where soil is firm and stable and
concrete will not be exposed. Cut excavations neatly with accurate sizes.
E. Coordination: After forms have been placed and accepted, insure that all other trades
have been properly notified and given sufficient time :to complete installa_tion of their wo_rk.
F. Recesses and Openings: Provide as shown on tbe Drawings or as maybe directed at the site.
G. Reinforcing Steel: Install progressively with work of other trades. Coordinate each other's
schedules so as to avoid disturbing or moving work already installed by one trade to
admit the work of another. H. Responsibility: Each trade shall be entirely responsible for proper installation and securing
of the work during placing of concrete.
I. Prior to Pouring Concrete:
1. Thoroughly clean out all forms to be used.
2. Thoroughly wet wood forms as required where form coatings are not used.
J. Exposed Concrete:
1. Inst.all fgrm.wwk so that mortar leakage is minimized. Procide foam edge stripping
at pam!l edges t.o prevent grout fins, and other clefeots.
2. Stagger all joints in forming panels.
3. Align all wall form ties symmetrically about the center of the panel, both horizontally
and vertically.
K. Footings: ·
1. Install form-work as required to maintain dimension and elevation during concrete
placement.
2. Construct lo tolerances required in thjs spepific~tion. . 3. Prepare subgrade and compact per Soil Engmeer s geotechnical report.
L. Embedments: t d t •a1 • t 1. Comply with ACI 318, regarding placemen an ma eri reqwremen s.
2. All embedded items shall be aligned and braced with templates or other devices to
prevent movement during concrete placement.
3. Do not embed aluminum materials of any type without approved corrosion coaling.
M. Removal of Forms:
1. Do not remove supporting forms or shoring witil concrete has sufficient strength to
carry its own weight and other loads upon it.
2. Remove forms only after concrete has properly set and without damaging concrete.
3. 1n no case shall forms be removed from exposed, sandblasted concrete components in
less than 24 hours, and required by coating manufacturer.
4. In no case shall forms be removed from sail retaining type walls until concrete
has cured a minimum of 48 hours. For soil retaining type walls over six (6') feet,
forms shall not be removed for a minimum of 60 hours.
3.04 REINFORCEMENTS:
A. Fabrication: .
1. Bends shall conform to bend dimensions defined as standard in accordance with details
in the CRSI Manual of Standard Practice, unless otherwise noted.
2. Bars shall be bent cold, and shall not be bent or straightened in a manner that will
damage the material.
3. Bars shall be fabricated within the tolerances shown in the CRSI manual of Standard Practice.
4. Welding as an aid to fabrication and/or installation will not be permitted except as
specifically shown in the drawings, or as aY.thorized 'by the Landscape Architect.
B. Supports: Accurately and securely fasten or support reinforcements to prev-ent
displacement before or during pouring. Hang footing bars from forms. Support wire
mesh with suitable metal cradles.
C. Placement:
1. Clean, bend and place reinforcement· per recommended practices of ACI Mtmual of
Concrete Practice.
Hardscape
i CDP 14-05/AV 15-04/CDP 15-13
s T u D I
34202 Sepulveda Avenue
Capistrano &each, CA 92624
pho 949.248.5404
fux 949.240.9790
0
1llfS DMWIIIG AS AN INST!UMENl Of SfRYICES IS THE PROPERTY Of THE
IAIIIOOl'fAIQfffcr MIii MMIIOTBf ~ IIIAIIYRl!liWITl!OUT
Tl!E LMl!l5CAP£ A«Cmmrs WRITTEN !'ERMISSION AND UNtESS THE Rl:PlO!ltlmlll 001£$ lltE I.MIOSCAPE oomCT'S IIAMt. ILL DESISII
MIil llTIIH IHl!A1m !l1llffll !1111111: llMWlll!l AtE fOl THE SOI£ USE
Of TIit Sfttffl f'1l!llftT UlllT M9 SIW.t. ll!JT BE OOOWII!: USED
WlTIIOUT Tilt mms l'R!Ot lfflflTEff l'ERMISSHltl Of 1llE lAIIDSCAPE
AIOfflID.
WRlillN lllMfllSlOff SHAU HAI£ l'tECED£NCE OVER SCALED DIMENSION.
CllNIRAlJ1IR{SI WLl YiRlfl' Mill BE llt:Sl'lll!S!l!U fOft All 0lMfllSIORS
All!) C~ IJW 111EJII. TIit ~ AtCllllfC!IS ro llE IWfOllll!ED
Qf Alff JAft!AllOIIS ffflll 1lf£ DlilmlONS AIIO (OffDmOftS SIIOWI! UN
TIU IJRAll!ffliS. U51l!l6 (O!lllf1l\JMS AIIO lilCAIIOIS Of I/IIUTlfS HAI£
11111 ml! UflEll lllllEl'W!lm.Y. II SIIN.l llE lllE RESl'OIISIBlUJY Of
11!£ COlmACTDi!SI mm BEGlll!IING llllRI( TO DEm/11111£ Ill£ EXACT
UlCATIOR Of AU IA5IM!m All!) EJISTIIIG lll11.lllES. lHE COlffiACTOR(SI
S11AU. Bf K!Sl'IJIMI.E fOI SiCllllllll All PERMITS JMD EIN!MERIIIG
REIMl!ll lllllCH IS llllt 1ll0.tl!J£Il Ill 1lt£SE [)RA'fflllGS. CIYI!, SlffiJll&II,
MECHAIIKM. EIIGIMEllllll, Wf/lftG Aftll DRAINAGE BY OTHERS.
S!IOr ~s MllST IE SUBMllJEl) TQ THE l.AIIOSCAPE AROillt(l FOR Rm£II BmlR£ l'l!Otffllllll, ffllll FAmv\111)11.
T!MSA elm LANOS(Al'E AlOflT£CT
APPROVED FOR
/RR/GA TION AND PLANTING
ONLY, INCLUDING PRECISE
LOCATION OF PLANTING
AREA.
" AS BU I LT"
RCE EXP. DATE
REVIEWED BY:
[
. ONSISTEN. CYDETERM.IN. '~.1SN\!lX!:ll!VT. -!~ROJECTNO, S--l'-t°
/'{p~ Pute,ll\$1r:08,;;:-;0;:4-:1:-4r-,r;;2;:;ND~S:;-;U;;;BM-;;IT;:;T:;A;-L-;:C:;:;OP~R;:EVl:;;E~W;;----------r--r--r--r--r.:===:;:-;::::::::::::::::::::::::;;::::;:::::=;;::::~~:::;;;:;:::::=:;:::::;-;::;::::;-;;:;:::::
Don Neu. Cily Prnnner A flt. · ·
11.5 Specifications INSPECTOR DATE w CITY OF CARLSBAD ~ RECOMMEND;A~~'~j~~ .·1i-_:□~1~:::.--1-_-1~=-··~--:+---+-'-!:.:.:D.:....::::.:~.::::M:::Ml:.:1~.:.:T:.:.:~:....::~.:::~:'-'-:"'!:.:.~:.:1!.:.:: __________ j-__ 1 __ 1 ___ 1 __ 1 ~::::::;::::::::::;:'..,'.:;::::;:::::;:::;:;:;::~~~;:::;:::::;:;~:;:::;::===::::'._.'.::::====;
~\ 04.06.15 51H suB•ITTAL CDP REv1EW LANDSCAPE IMPROVEMENT PLANS FOR:
PLANNING DIVISION
Ex,:: irotion Dote: 6.30.2Q16
Tierra del Oro Residence
5039 Tierra del Oro
Carlsbad, CA 92008
l---+-----'l------------------t---t------1--,--, IA __ P_PR_o_v_E_D_= ____________ ----1
1---+---+----------------t----t----t---r-, _PLANNING .
l--::-:c::;c-+-:-c::=c+----------------t-;;-;-;:;:-t-;;:;;c;;--;;---t--;;-;c~t"';';;;:;;-;;-;-a ~D~W~N=;B~Y=: ===:;-;::=~P::::R::::O=JE:::C::::T==NO:::_==~DR:::A::W::::1::NG:::=N:::::O:=;_
DATE INITIAL DATE INITIAL OATE INITIAL CHKD BY: ~--CDP 14 05 XXXX
DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: -
,, z. ,.
1 ARB MAR
6' -0" HGT 757.
OPEN FENCE AND
GATE
.4
36"B PER PLAN
6'-0" VIEW
CORRIDOR, TYP.
REINFORCED STRAW MATTING WILL
BE INSTALLED TO THE PROPOSED
PLANT MATERIAL.
9 MYR COM
16 MAC 5G 48" o.c.
15G PER PLAN
3 GRE LON
15G 42" O.C.
Slopes 6: 1 or steeper requiring erosion control measures as
specified herein shall be treated with one or more of the
following planting standards:
a.
b.
C.
d.
Standard #1 -Cover Crop/Relnforced Stnaw ltlattlng
Caver crop shall be a seed mix typically made up of
quick germinating and fast covering grasses, clovers,
and/or wild flowers. Submit the specific seed mix for
City approval prior to application. The cover crop
shell be applied at a rate and manner sufficient to
provide 907. coverage within thirty (30) days.
Type of reinforced straw matting shall be as approved
by the City and staked to the slope as recommended
by the manufacturer.
Reinforced straw matting shall be required when
planting occurs between August 15 and April 15.
The cover crop end/or reinforced straw mat shall be
used the remainder of the yeor.
Standard #2 -Ground Cover
One hundred (1007.) percent of the area shall be
planted with a ground cover known to have excellent
soil binding characteristics (planted from a minimum
size of flatted material and spaced to provide full
coverage within one year.
Standard #3 -Low Shrubs
Low spreading woody shrubs (planted from a minimum
of 2-3/4 inch liners) shall cover a mlnimum of
seventy (707.) percent cf the slope face (at mature
size).
Standard #4 -Trees and/or Lorge Shrubs
Trees and/or large shrubs shall 0e (planted from a
minimum of 1 gallon containers) at a minimum rate
of one(1) per two hundred (200) square feet.
C: DRAWING FILES TITLE SIIEETS CLSB-IP.OWG REVISED: 5 15 2012
~
,
12 GAL SPE /," ~128~ _.,., ,,..,, ,.,.. ~,,-.,--~.,.. / Y ...... ,,.,.,~~,.,
,,,,:;:: ,/ '}<,1-.,,-J
Slopes 6: 1 or steeper and:
C.
=·
c.
3' or less in vertical height and are adjacent to public
walks or streets require a minimum Standard #1,
3' to B' in vertical height reqwire Standards #1 (erosion
control matting shall be installed 1n lieu if a cover crop),
(12 and fl3.
In excess of 8' in vertical height require Standards #1
(erosion control matting shall be installed in lieu of cover
crop), #2, #3 and #4.
Areas graded flatter than 6: 1 require Standard #1 (cover crop)
with temporary irrigation when they have one or more of the
following conditions:
a. Sheet graded pads not scheduled for improvements within 6
months of completion of rough grading.
b. A potential erosion problem as determlned by the City.
c. Identified 0y the City as highly visi0le areas to the public or
hcive special conditions that warrant immediate treatment.
5 MYR C M
8 MYR COM
5G 42" O.C.
Coastal Commission Special Condition 6.e.
Per the Californio Coastal Commission Special Condition
6.e.: "A written commitment by the applicant that five
:,ears from the date of the issuance cf the coastal
development permit for the residential structure, the
applicant wm submit for the review an written approval of
the Executive Director (of the Califomio Coastal
Commission) a landscaping monitoring report, prepared by a
licensed Landscape Architect or qualified Resource
Specialist, that certifies whether the on-site landscaping is
in conformance with the landscape plan approved pursuant
to this special condition. The monitoring report shall
include photographic documentation of plan species and
plant coverage.
If the landscape monitoring report indicates the landscaping
is not in conformance with or hes faited to meet the
performance standarels specified in the landscape plan
approved pursuant to this permit, the gpplicant, or
successor in interest, shall submit a revised or
supplemental landscape plan for the review and written
approval of the Executive Director (of the California Coastal
Commission). The revised landscaping plan must be
prepared by a licensed Landscape Architect or Resource
Specialist and shdfl specify measure to remediate those
portions of the origlnal plan that heave failed or are not in
conformance with the origlnal approved plan."
//1ICUFST !--JCUS'E.
.::::· j /, / Lj.
',
8 RHA UMB
5G PER PLAN
4 NER RED
5G PER PLAN
ARB MAR
36"B PER PLAN
4 CON MAU
1G PER PLAN
GftOIJNDCOVERS
SYM BOTANICAL NAME
AEO URB Aeonium urbicum
CIS PUR Cistus purpureus
CLI MIN Clivia miniato
CON MAU Convolvwlus mauritanicus
COR DUS Correa 'Dusky Bells'
COR PUL Correa pulchella
OIE LEl'II Dietes 'Lemon Drop'
DIE VAR Dietes variegcta DYM Dymandia
GER INC Geranium incanum
LAV STO Lavand11la stcechos
Cover Crop Connors Clover for Standard #1
VINES/ESPALIERS
SYM. BOTANICAL NAME
ANT LEP An tigonon leptopus ,
BOU ROS Bowgoinvttlec 'Rosenka
MAC Macfadyeno ungwis-cati
PER
6 TEU CHA
GUTT.
\ 6 SAL ALB
5Q 4i2" .. o.c. ___ _
--·------·
TAG LUC
5G 48" o.c. r ··· :f r: .. 1··5 ---;
/;,
c"-;,
! ,,L_
I
/ ,
.-1-~L!'(~ . J ,./ti-' ......
,4~~
(''
\ i
\ _14 BOU ROS
\ 5G 48" O.C. '
12 ROS OFF
5G 30• O.C.
·iw ,;,,Y /-/.,-/:1-l~3L ' , !/
·········/
EXISTING NORFOLK
ISLAND PINE
TO REMAIN
9 TEU FRU
5G 42" O.C.
6 GRE SER
5G PER PLAN
10 ROS OFF
4 ANT LEP
15G PER PLAN
DYM
FLATS AT JOINTS
COMMON NAME
Soucer Plant
Orchid Rockrose
Kaffir Lily
Ground Morning Glory
Red Australian Fuchsia
Pink Australian Fuchsia
Fortnight Lily
Variegated Fortnight Lily Silver Carpet
Cranesbill
Spanish Lavender
COMMON NAME
Coral Vine
~~rs Claw
5G 30" O.C.
PLANT LEGEND
TREES
SYM
ARB MAR
ERY BID
MEL ARM
MEL LEU RHU LAN
BOTANICAL NAME
Arbutus 'Marina'
Erythrina bidwillii
Melaleuca armillaris
Melaleuca leucadendra
Rhus lancea
COMMON NAME
Strawberry Tree
Shrub Coral Tree
Bracelet Honey-Myrtle
Weeping Paperbarl<
African Sumac
QTY
2
1
1
1 1
SHRUBS
OTY
8
17
12
4
29
12
44
8
10
11
QTY.
4
19
16
SYM
AGA ATT
ALO ALL
Al.0 VER
CAR MAC
CIS SAL
CIS SAL
GAL SPE
GRE LON
GRE st:R
LAU NOB
l't1YR COM
NER RED
RHA UMB
ROS OFF'
SAL ALB
SEN VIT
TAG LUC
TEC ORA
TEU CHA
TEU FRU
BOTANICAi NAME
Agave attenuate
Afoe allocides
Alce vera
Carissa macrocarpa
Cistus salviifclius
Cistus salviifolius 'Prostratus'
Galvesia l'l)eciosa ,
GrevHlea 'long John
Grevillea sericea
Laurus nabilis
Myrtus cammunis , Nerium oleander 'Little Red
Rhaphiolepis umbellata
Rosmarinus officinqlis 'Tuscan
Salvia. gre_ggij 'Alba
Senec,o vitahs
Tagetes lucidc
Tecoma 'Orange Jubilee'
Teucrium chamaedrys
Teucrium fruticans
Blue'
COMMON NAME
Agave
Grasl<op Aloe
Medn::inol Atoe
Natal Plum
Rockrose
Scgeleaf Rockrose
Island Bush Snapdragon
NCN
Silky Grevillea
Sweet Bay
True Myrtle
Dwarf Red Oleander
Yeddo Hawthorn
Rosemary
White Texas Sage
Blue Chalk Stic~s
Mexican Tarragon
Orange Jubilee Tecoma
Germander
Bush Germander
OJY
34
17
34
27
12
14
12
3
6
19
24
4
8 22 11
17
10
5
14
9
MAINTENANCE RESPONSIBILITY NOTE:
ALL LANDSCAPE AREAS WILL BE MAINTAINED
BY PRIVATE HOMEOWNER. VEGETATION WILL
BE MAINTAINED TO PRESERVE VIEWS PER
CARLSBAD MUNICIPAL CODE 21.201.100C.
KEY MAP
s
\
T u D I
34202 Sepulveda Avenue
Capl$1rano BeQch, CA 92624
pho 949.246.5404
fax 949.240.9790
0
NCT TO SCALE
llllS 1/RAWIIIG AS AN IIIS!lit!Mflff Of SERVICES IS T/11: PROPERTY Of THE
IAlllKAf£ IIRCffllID All1I lflflf llllf BE RB'ROlltl(ED 111111! FORM Wl1HOUT
11IE LAJIOSUl'E AtCl!1T£CT'S mlffiff l'ERMIS>IOW MIO UILBS ll!E
mtWl!tiMI lAfflUl'S lift tAffl)S{Af'E Mtlf1T!CT'5 ftAfflf. ALL DESl\iN
Ml!l Olll!l lllfOl!1IIATIOI Sffllfflf Oil Tlfl' ORAWlllG Ai£ fOl THE SW USf Of HIE Wlfl£» Pl!1lJKT OWIJ MID SffALL NOT BE OTHERWISE USEll
ffllllWf TIii Eml:SS fklllR WRITTEN l'ERMISSIO!I Of THE lAl!OSCAfi
MttlllECT.
WRITTEN Dlllt£IIIION SHALL H.IV£ PR!CillENCE OVER SCAlEll DIMENSION.
COIITRACTl/l:{Sl SIIAll. ¥!RITT AftO Bf RESfOIMU FOi All. DIMENSIONS MIil COIIDIJ!OII} ll!ITHE JOB. 1Hl. IAIIDSCAPE AROIITTCTIS TO S! lffilRM!ll
Of AlfY YAilATIOIIS fiOM THE llllil!ftS!OliS /lilf) COIIOITI01IS SHOWN Oil
THE llWIIRGS. EXISlfflO COlfflfllOllS Allll lOCATIORS Of IITlllllES tl,\Vf
HOT 11!:Ell mtflfD ll'llfl'Elll!l!llY. IT Sl!AU. SE Tiff: IESl'OllSISIIITY Of
THE COll!WTO&lSl lEFm IEG!IIIIJRG W~ TO DET!l!IIIRE THE EJ',A(l
LOCATIVll llf All tA°sfmTS Allll Ell>ll!lli llllllllES. 1llE Cl!NlMffOljSI
51!All IE ffSl'VIIWE fO,. 1£Wlffl, AU. l'mllTS AIIO EIIGIIIEfRlflG
REWffl£U llllltll 5 IWT llltWO£ll ll! lllESE MOOJS. CIYII., S1RIICTllW,
MfCl!Aft!tAl EIWIIIEEftllG, W;Oll!$ MW IIRAINAGE Bl OlHEl!S.
111W lllAWl!IGS 11111ST IE SIJ!IIITTEO TO THE I.ANOSCAPE MCHITl:CT FOR
RE1!!ll fflORt PIOa!DffiG WITll FAIKICM!Oft.
l!IHESA (I.ARI( LAllDICAfi WillftT
APPROVED FOR
!RR/GA TION ANO PLANTING
ONLY, INCLUDING PRECISE
LOCATION OF PLANTING
AREA.
ALL TREES WITHIN 5' OF PAVING AREAS,. CURBS,_ OR WALLS SHALL BE INSTALLED WITH
ROOT CONTROL BARRIERS, BY DEEP ROuT OR E1,1UAL. APPLY IN A LINEAR ltlANNER,
00 NOT WRAP ROOTBALL. 8 16
"AS BU ,LT"
32
'
AL YSSUM l't1ARITIMA 'CARPET OF SNOW' AS HERBACEOUS GROUNDCOVER TO BE
BROADCAST SEED FOR COVER CROP DURING WOODY SHRUB ESTABLISHMENT.
E'in:'oi.\-\'~~•• oC '' ~1-\H~
08.04.14
SCALE: 1 /8"= 1 'o"
12.1
Plan ting Plan
Upper Level
RCE __ _ EXP. ___ _ DATE
REVIEWED BY:
INSPECTOR DATE
2ND SUBMITTAL CDP REVIEW ~ CITY OF CARLSBAD ~
ll--1~1'-'. 1c,4,_,. 1.::4+---+-3:::R.:,D'--"S"U:::BMcclc:.TT.:.:A.:,Lc_::CD:::P_:_R::cEc.:.1'1::cE.:.:W __________ t-__ -t-__ --t ___ T __ 1 z 1
5 4TH SUBMITTAL CllP REV1E\'I "-:=::;:;::::::;~~:;::;;;;:;P~LA;,N;N;l;N:::::G~D;:;IV;IS~l::;0;N~===::'...::===; 02.10.1 ~
04.06.15 5TH SUBMITTAL CDP REVIEW LANDSCAPE IMPROVEMENT PLANS FOR:
Tierra del Oro Residence
5039 Tierra del Oro
Carlsbad, CA 92008
t====j====j==============================~=====~====~====~====: ~P~LA~N=N~IN~G===:::;-;::=~~~~~=~~~~::::,::=::=
DWN BY: PROJECT NO. DRAWING NO.
l APPROVED:
DATE INITIAL
DESIGNER OF WORK Ex iration Date: 6.~.2()16
REVISION DESCRIPTION
DATE INITIAL
OTHER APPROVAL ~~~g ~~; ~-CDP 14-05 XXXX DATE INITIAL
CITY APPROVAL
"AA''
Slopes 6: 1 or steeper requiring erosion control measures as
specified herein shall be treated with one or more of the
following planting standards:
a.
b.
c.
d.
Standard #1 -Cover Crop/Reinforced Straw Matting
Cover crop shall be a seed mix t}'Pically made up of
quick germinating and fast covering grasses, clovers.
and/or wild flowers. Submit the specific seed mix for
City approval prior to application. The cover crop
shall be applied at a rate and manner sufficient to
provide 90% coverage within thirty (30) days.
T}'Pe of reinforced straw matting shall be as approved
by the City and staked to the slope as recommended
by the manufacturer.
Reinforced straw matting shall be required when
planting occurs betm,en August 15 and April 15.
The cover crop and/or reinforced straw mat shall be
used the remainder of the year.
Standard #2 -Ground Cover
One hundred (100%) percent of the area shall be
planted with a ground cover known to have excellent
soil binding chorocteristics (planted from a minimum
size of flatted material and spaced to provide full
coverage within one year.
Standard #3 -Low Shrubs
Low spreading woody shrubs (planted from a minimum
of 2-3/4 inch liners) shall cover a minimum of
seventy (70%) percent of the slope face (at mature
size).
Standard #4 -Trees and/or Lorge Shrubs
Trees and/or large shrubs shall be (planted from a
minimum of 1 gallon containers) at a minimum rate
of one(1) per two hundred (200) square feet.
Slopes 6: 1 or steeper and:
a. 3' or less in vertical height and are adjacent to public
walks or streets require a minimum Standard #1.
b. 3' to 81 in vertical height require Standards #1 (erosion
control matting shall be installed in lieu if a Cover crop),
#2 and #3.
c. In excess of 8' in vertical height require Standards #1
(erosion control matting shall be installed in lieu of cover
crop), #2, #3 and #4.
Areas graded flatter than 6: 1 require Standard #1 (cover crop)
with temporary irrigation when they have one or more of the
following. conditions:
a. Sheet gra.ted pads not scheduled for improvements within 6
months of completion of rough grading.
b. A potential erosion problem as determined by the City.
c. Identified by the City as highly visible areas to the pwblic or
have special conditions that warrant immediate treatment.
3 AGA ATT
5G 42" O.C.
1 ERY BID
36"8 PER PLAN ,
:·!LTER
7 ALO V. R
5G 36" O.C.
C: DRAWING FiLlS ll!LE Sll[[iS CLSB-IP.DWG REVISED: 5/15 2012
• A"\\' \
5. SEN VIT
5G 36"0.C.
\. \ '
BW 22.
. 20 COR DUS
.. ,, c•-/·. 1· 5G ! Vy ,
24"0.C .
11 Cl:> PUR
7.5' :-,1J!i 36" o.c.
BUILDl~'r
\ \ '·· . 7 .. CAR MAC
-~\ 5G 36" 0.C. c~, ~, ...
\
GROUNDCOVERS
$YM BOTANICAi NAME
AEO URS Aeonium urbicum
CIS PUR Cistus purpureus
CLI MIN Clivia miniata
CON MAU Convolvulus mouritonicus
COR DUS Correo 'Dusky Bells'
COR PUL Correo pulchella
DIE LEM Dietes 'Lemon Drop'
OIE VAR Dietes variegate
DYM Dymondia
GER INC Geranium inconum
LAV STO Lovandula stoechas
/
36"8
8 DIE VAR
5G 42"0.C.
COMMON NAME
Saucer Plant
Orchid Rockrose
Kaffir Ltty
Ground Morning Glory
Red Australian Fuchsia
Pink Australian Fuchsia
Fortnight Lily
Variegated Fortnight Lily
Silver Carp et
Cranesbill
Cover Crop Connor's Clover for Standard #1 Spanish Lavender
VINES/ESPALIERS
SYM. BOTANICAL NAME
ANT LEP Antigonan leptopus
BOU ROS Bougainvillea 'Rosenko'
MAC Macfodyeno unguis-cati
COMMON NAME
Corel Vine
NCN Cats Clow
QTY
8
17 12
4
29 12
44
8
10
11
QTY.
4
19
16
ALL TREES WITHIN 5' OF PAVING AREAS, CURBS, OR WALLS SHALL BE INSTALLED WITH
ROOT CONTROL BARRIERS, BY DEEP ROOT OR EQUAL. APPLY IN A LINEAR MANNER, DO NOT WRAP ROOTBALL. -
AL YSSUM MARITIMA 'CARPET OF SNOW' AS HERBACEOUS GROUNDCOVER TO BE
BROADCAST SEED FOR COVER CROP DURING WOODY SHRUB ESTABLISHMENT.
SYM
AGA ATT
ALO ALL
ALO VER
CAR MAC
CIS SAL
CIS SAL
GAL SPE
GRE LON
GRE SER
LAU NOB
MYR COM
NER RED
RHA UMB
ROS OFF
SAL ALB
SEN Vil
TAG LUC
TEC ORA
TEU CHA
TEU FRU
BOTANICAi NAME
Agave attenuate
Aloe allooides
Aloe vera
Carissa macrocarpa
Cistus solviifolius
Cistus salviifolius 'Prostratus'
Galvesia ~pecioso
Grevilleo long John'
Grevilleo sericeo
Laurus nobilis
1¥1yrtus communis ,
NeriloffTl aleander 'Little Red
Rhaphiolepis umbelloto
Rosmarinus officinqlis 'Tuscon
Salvio greggii 'Alba
Senecio vitolis
Tagetes lucido ,
Tecomo 'Orange Jubilee
Teucrium chomaedrys
Teucrium fruticans
Blue'
11.16
F?!M=,~-
/F-
COMMON NAME
Agave
Groskop Aloe
Medicinal Aloe
Natal Plum
Rockrose
p·
Sageleaf Rockrose
Island Bush Snapdragon
NCN
Silky Grevilleo
Sweet Bay
True Myrtle
Dwarf Red Oleander
Yeddo Hawthorn
Rosemary
White Texas Sage
Blue Chalk SticRs
Mexican Tarragon
Orange Jubilee Tecomo
Germander
Bush Germander
QTY
34
17
34 27 12
14 12
3
6
19
24
4
B 22 11
17
10
5
14
9
PE.RVIOUS
STONE
WALK
\
CUf?B&
\
\
\
\
\
\
SECOt-/0 DWELLING
Coastal Commission Special Condition 6.e.
Per the California Coastal Commission Special Condition
6.e.: "A written commitment by the applicant that five
years from the date of the issuance of the coastal
development permit for the residential structure, the
applicant will submit for the review an written approval of
the Executive Director (of the California Coastal
Commission) a landscaping monitoring report, prepared by o
licensed Landscape Architect or qualified Resource
Specialist, that certifies whether the on-site londscoping is
in conformance with the landscape plan approved pursuant
to this special condition. The monitoring report shall!
include photographic documentation of plan species amd
plant coverage.
If the landscape monitoring report indicates the landscaping
is not in conformance with or has failed to meet the
performance stgndards specified in the landscape plan
approved pursuant to this permit, the applicant, or
successor in interest, shall submit a revised or
supplemental landscape plan for the review and written
approval of the Executive Director (of the California Coastal
Commission). The revised· landscaping plan must be
prepared by a licensed Landscape Architect or Resource
Specialist and shall specify measure to rernediate those
portions of the original p1an that hove faffed or are not in
conformance with the original approved plcm.,,
MAINTENANCE RESPONSIBILITY NOTE:
ALL LANDSCAPE AREAS WILL BE MAINTAINED
BY PRIVATE HOMEOWNER. VEGETATION WILL
BE MAINTAINED TO PRESERVE VIEWS PER
CARLSBAD MUNICIPAL CODE 21.201.1 OOC.
8 0 --~ 8 16 32 ----~ --' SCALE: 1 /8"= 1 'o"
I CDP 14-05/AV 15-04/CD:~5-13 -~
KEY MAP
\
s T u D I
3,4202 Sepulveda Avenue
Copioll QIIO l!ea<:h, CA 9262-4
phc 949.248.5404
!,;ix 949.240.9790
0
TlllS DRAWJIIG AS All lllS!RIIMIH! Of SERYl(fS IS TIIE PROPERTY Of THE
LIIIDSCAl'f .-ill1ECT A!lll /N11 IIOl Bf IEPKODIJ[B) IN ANY ffmi Wlll!OUT
THE IAN!ISUl'E ffl!ITT£Cl'S WRITTEN l'ER/illSSJOll Allll UftlBS THE
R!l'ftOllUCTifJll (ilmfS ll!f I.ANIW!'E AiCHITKT'S NAM£. All llESIGN
1111D Ul11ER lffl'Oi1W11111 SHOW!I Dll lflf DAAW!IIG AiE FOii. lHE SO!£ US!:
Of lllf SFECIFIED Pl!Wfil Oll!J AIID Sl!All IIDT BE OIIIE!YIISE USED
fflfflQUT Tffl: EXl'RESS nlQR WRmlN PWIISl!Oll Of THE lAIIOS(/1?£
,IR(llllffi.
WRIITTN IIIIMNIION SlfAll. HAYE PRECEDENCt OYER SOOD DIMfNSJON.
C~fi l!WJ. lERITT MIil iE KESfOllSIII.E Fill All DffiOSIONS Allll C Oii 111£ JflB. IH!. INIO,CAl'E Mro!ITECTIS 1li Bf llffOWll
llf MT YAllATlffi Fa 11!1 lllME~ MIil CIJIIDITI011S SIIOWII OIi
Tl!.. MliMii 951fflG UIIMHOIIS lillll lOCAllOllS OF UllUTl£S l!,\YE
NOT BEHi Yfflfltll lffll'EIIOOOLY. If YIAU BE lHI: KEl!'llllSlBIUlY Of
THE WllTRACTOK!Sl BEFORE B£G0041NG WORK 10 DEIERM!ff ETHE EXACl
lOCAllOll llf All tASEM!N!S Mill UISTIIIG UllllllES. lHI: C011TRAC!Oll1Sl SHAU 1£ KESl'QllS!lllE FOR SffURIIIG All PERMITS AIIO ENG!!IEERrilG
R£Wffl£1) WNICH IS IIOTl!ICUIIIEI) 1111!1£\E OMW!NGS. {M~ SlRUCTURAt,
M£CIIANl(Al EIIG!ftHRIIIG, GRAOIIIG AIID DRAINAGE BY OTHERS.
SHDf' DMWltlGS MUST BE SUBMITTED lO THE I.AN!llCA!'E ARCHIT£Cl FOR
ffllfW ffiffi PROCfEOl!l\i l'l'ITll FAIRlCAllOft.
lltE&tlA Cl.ARK I.AN ilCAPf AROUTECT
NOT TO
SCALE
APPROVED FOR
!RR/GA TION AND PLANTING
ONLY, INCLUDING PRECISE
LOCATION OF PLANTING
AREA.
"AS BU,L T"
RCE __ _ EXP ____ _ DATE
11
E · · '' Planting Plan ONSlSTENCY DETERMIN~t)\SEXH\B!"l"
REVIEWED BY:
Fo PRDJEcrNo, -2.'t 12.2 Lower Level INSPECTOR DATE
tlouNeu,ClryPlunrte i~o[J.171.~\S\lC l.-o-a.-o4--1-4 -r-----,--!N-R~-:--~-:-:~--:~=~--:~-~=~-:-:-=:=:~-=::--:-------,---,--,---r-.i:1==~1 =c=r=T=y==o=F==c==A=R::::::::L=s:::::;B=A::::;;D:::::;--;::I ;::::;;:;;1:;;::;-11
RECPMMEND€·tl······ll· Y; _ . . .• .. 1~-'-11'.:.· 1'.'.'4
::c· 1.'.':4-l----l--"4~TH'c...:S'ceU.':'.BM~lc.'.TTc'.A~Lc.:C~D:'..P_R,_,,E:.,~e,E:.,_Wc..._ ________ -+ __ --t __ ----j,--1-1 '-====3~~:;::~~~P;L;::A;N~N:;I N;:G:;:;D::;l::;:V;IS;:l::;O:;N;;:===::::'....'.===::; I I~ 02.10.15 c
DATE:, . · 04.05.15 5TH SUBMITTAL CDP RE~EW LANDSCAPE IMPROVEMENT PLANS FOR:
Tierra del Oro Residence
5039 Tierra del Oro
Carlsbad, CA 92008
t====j====j==============================~=====~====~====+===~ ~P::::LA:::N:::::N:;IN=:G===:::;-;::=======~;:::=======~
OWN BY: PROJECT NO. DRAWING NO.
I APPROVED:
DA TE INITIAL
DESIGNER OF WORK Ex irotion Dote: 6.J0.2Ql6
REVISION DESCRIPTION
DATE INITIAL
OTHER APPROVAL ~t~g ~~'. --CDP 14-05 XXXX DATE INITIAL
CITY APPROVAL
i---j:::~-?---------ATTACH VINE TO WALL OR
COLUMN
~---------2" MULCH LAYER
of
~--------AMENDED BACKFILL
~----FINISH GRADE OR
PAVEMENT EDGE
io -v'7";t-------------\..,OMPACTED AMENDED ~T_ i:.:,.::.,t..,:;.,t.,:.,:.,:.:.::...:;.:...:..:;..:;..::..:;.i BACKFILL
~1 9/16"XROOT__J
5 VINE PLANTING
NOT TO SCALE
C: DR/\WING f.'ILE.S n1u: SHE.ETS CLSB--IP.DWG R['v!S[J: 5j";5 2012
3
4
T f---0 0
[t'
t
"'
-----SHRUB
~--EXISTING GRADE,. SLOPE
~----MULCH 2" LAYER
I
llimw11 -----~'711il' ~--BERM
1.11 111 111 111 11 ·.·-~II .. · ... ••···•·.SI
1 )1111111 >•-111 I
, 1ml I ;: :. m:: :1 I i'I ~ ~111111ill~I TTT=I
~I 11'
I ----KOO TB ALL
------------
1 1 /2 X ROOTBALL
t-------COMPACTED AMENDED
BACKFILL 85%
SHRUB PLANTING ON SLOPE
NOT TO SCALE
I
I
EDGE OF CURB
PAVING OR WALL
GROUND COVER
NOT TO SCALE
& SHRUB SPACING
1
2
(/)
uJ
[t'
<( >
f---0 0
[t'
1 1 /2 X ROOTBALL
TREE PLANTING
NOT TO SCALE
ODGE POLE PINE STAKE
2" DIAMETER X 1 O'
..----~VIT TREE BRACE
,,----~L" MULCH
~--2" BACK MULCH
f---'. • I= J!ml
0
0
~°' -~~~'77"7'77"77'7'.='7"h-T····-n1,·•··••·•····_ 11 i' I I I I i' I I I
' "'
MENDED BACKFIL
111 111 11i'11 1
I -----i~~~~~m~~~~~r~~-~:t;f-~OMPACTED AMENDED -"' BACKFILL 85%
,,
Planting
! CDP 14-05/AV 15-04/CDP 15-13 ___ ]
STUDIO
34202 Sepulveda Avenue
Copis1rc,no Beoch, CA 92624
pho 949.2-48.5404
be 949.240.9790
lfflS llRAW!lfG AS All fffSTRUMElfl OF SUVICES IS lffE PIWPERIY OF THE
~ARtll11ffi Mil !iMT IIUT B£ Kmootl(fl) l!IMY FOi/ii WllHOllT
lffE lAllllSCAl'E AIC!!ITTCT'S wx1m1 !'HlllfiSION AIID UlllESS THf
Rt!'llOIIIK I IOI! lARm l11E LANDS<AI'!' ARClllffCT'S IMIIIE. All DESIGN
MID a!ffl lllfll!!MM1!JII !itl\l'IIII 011 TllE IIMll!IIIJ ARE FOR THE SOil' t5E
Of 111! m.rmo moo 11111.Y AftO SHAl.l llOT BE Q!l!ERlml' USEO
WITHQIIT 111! rnms mill IIIITTEII PHMl!iliON Of 1l!E LAIIWA!'E li!Wll1RT.
WR!TlIN DlliltNSIOft SHAU ltA¥E !'llECEDffiCE O'IEK SCAU:D DIMENSION. '°"== Wit YIRlfY MIU BE IIE!it'lllMlE FOR AU. O!MEIISIOIIS All!) llll lHE JQi. 1H£ I.AWi(Af[ ARtllllECTIS TO BE IRFOIUllfO
Of All YAmATm FROM TllE O!M£MIIS ANll CONOffiONS lffOWN ON
TllE IMll!ftiS. ~ ,O!illlliOir.> AIIHQCAllO!IS Of tmtmES HAYE
llllT MEIi YERlfl£0 !IIIIEP!llfflll.Y. IT Sll,lll BE l!fE RES!'VIIS!ll!.ITT Of
111£ COlfflACTOR'!Sl 8£fffl BEGl1lll!l!G l'llm TO DETERMIIIE 1l!E !Xi.CT
WUJIOII Of AU ~ MID EX!SllllG \JTIUIIES. THE CO!ITRACTOR!Sl
Sl!Ail Bf KE'.ifwbv\f Flit SE(l!il!IG All l't:IMITS MIil Ellfilll!E&IRG
R£Wffl!II WfflOI IS IKl! l1KllfllE0 111 lltESE llMWll!6S. CIVIi, SlXIKlllW,
MECHMIKAt ~. GAAOOOi AIIO ORAINAGf BY OTHElS.
5ff01' MINGS MUST 8£ SUBMITTED TO 111£ LAtlllSCA!'E ARCHITECT FOR
ID!fW fflOIE f'1!11CEED!llli WITH FAfflt:AllOlt
ll!EftESA CUKK lAIIDS(A!'[ ARCHITTCT
APPROVED FOR
/RR/GA TION ANO PLANTING
ONLY, INCLUDING PRECISE
LOCATION OF PLANTING
AREA.
"AS BUil T"
RCE EXP. DATE
REVIEWED BY:
[
. NSJ.STENCYD. ETERMINro.NEXj!\BlT
..f!.Y5fROJECT NO. tlS•2"1' -
L.Je,,, Date: 1" t.-rl. <' lr::::-::-:-:--;-r---,--;~:;;;;;:;,;:;:;--;:;;-;;-;;;:;-;;;:;;;-----__,1,,_-,--r---r-r-,--;:==::::;~:::::::::::::=:::::::=::::::::::::::::;::::::~:::::::::::::::;-;:::;=.;:;::; iion'~Nec::..,.'.a,Cily""P;;;:lan~ner~'tl--···-f,(I ~ li--"'.08c.".0:='.4 . .'..:.'.14+----1-.'.::;2N::::,D.::,SU::.:B:::::Ml'..'...:TT.'..::AL:_C::::D:__P _:.::RE::.::Vl:::.:EW:__ ______ +----+---t---t-----t
12,3 Details INSPECTOR DATE w CITY OF CARLSBAD ~ RECOMI.IENiJED ilY: _ 'Ji'i'!:._rfh:k.. 11.14.14 3RD SUBMITTAL CDP REVIEW
L-r=:;2n;;A;TB~• ~~·~,s~-==========~02~.,~o.,~5+==+~41H~SU:iB!MiMl:iiTTA\AL:::;c;QDP~REi"1IYEw1-______ +---+---4--+---1 ~=='....::=========:::;::::::::::::::===::::;:;::::;::::===-=====; 04.06.15 511, SUBMITTAL CDP RE"1EW LANDSCAPE IMPROVEMENT PLANS FOR:
Tierra del Oro Residence
PLANNING DIVISION 1 4
· -1 5039 Tierra del Oro
'r'q_ Carlsbad, CA 92008 ~~
16 ...., 5 1-----1----1--------------+----+---t--+-----t I A_P_P_Ro_v_E_D= _____________ _
,~, * l----+---l--------------t---+---t---r---1~·P~LA~NN~IN~G===:;-;:::========;-;=====~
~>-~'-'2_20_15-:, ~'< 1-----1----1--------------t--:--:-=--+-:-:=---t--=-:=--t-::c=-:c---t DWN BY: --PROJECT NO. DRAWING NO.
, . -DATE INITIAL DATE INITIAL DATE INITIAL cRHvwKDD BsYy:_ --CDP 14-05 XXXX or cALI DESIGNER oF woRK REVISION DESCRIPTION o11,rn APPROVAL cITY APPROVAL
Expiration Date: 6.J0.2016
IANDSCAPE GRADING SECTION 02215
PART I-GENERAL
1.01 QUAIJTY ASSURANCE:
A. General: Perform work in accordance with all applicable laws, codes and regulations required by City,
State and Federal guidelines,
B. Applicable standards: All references to slondords described below sholl mean I.he current or lolest
conditions.
Standard Specifications: Reference to " S\andard Specifications of the SLale of California, Business and
Transportation Agency, Department of Tnmsportation, CalTrans.
1.04 LAYOUT AND SURVEY:
A. licensed Surveyor or Civil Engineer; Employ a licensed surveyor or civil engineer to sLake out lines and
levels.
1.05 SITE MAINTENANCE:
A. Standing Water: Keep site free of standing water at all times. Provide and maintain (ditches). Grading
or pumping as necessary to prevent erosion, softening of compacted surfaces and formation of mud in
trenches and excavation.
B. Dust: Assume full responsibility for all all.evialion or prevention of dust nuisance on or about the site.
C. Bulkheading and Shoring: Provide as necessary! and maintain lemPQnuy slopes duriDg construction.
PART 2 -PRODUCTS
2.01 EX!Si'ING SOIL
A. Definition: Material required for landscape and finished grading operations.
B. General Qualifications: Soil shall be fertile, friable, well-drained soil, of llililorm quality, tree of stones
over 1 inch diameter, slicks, oils, chemicals, plBSter, toxic substances, concrete and other deleterious
materials, as a planting medium for the project.
C. Fertility Considerations: Soil shall contain sufficient quantities of available nitrogen, phosphorous,
potassium, calcium, and magnesium to support normal plant growth. Jn the event of nutrient
inadequacies, provisions shell be made lo add required materials lo overcome inadequacies prior to
planting.
PART 3 -EXECUTION
3.01 GENERAL:
A. Veri.Iicalion or Previous Work: Verify that all areas have been brought lo the required finished
subgrade prior to commencement of fine grading.
B. Erodable Slope: Perform grading operations so that no erodable slope areas shall be exposed at one
time prior to Contractor beginning the plontillll operations.
3.02 MOISTURE CONTENT:
A. Inadequate Moisture content: Add water and thoroughly mix until the moisture necessary is uniformly
dispersed throughout.
B. Excessive :Moisture content: Aerate by blading or other acceptable methods until moisture content is
uniformly reduced to achieve required compaction.
3.03 COMPACTION:
A. Percent Compaction: ASTM Test Method D 1557 maximum dry density.
B. Paving Areas:
1. Compact to 95 % all soils within 2 feel of the finish grade of paved areas.
C. Planting Areas: Compact landscape materials to 85 % compaction for the lop 3'± feel in bermed
areas, and full depth in planter areas.
3.04 FINISH GRADING:
A. General:
1. Grade smooth all planting areas af\er weeding, soil preparation, and soil conditioning have been
completed and soil has been thorougbly water settled.
2. Provide all grades for natural runoff of water without low spots or pockets. Accurately set flow line
grades ltninimum gradient unless olhenrise noted in Drawings.
3. Finish grades shall be smooth, even and on a uniform plane with no abrupt changes of surface.
Slope uniformly between given spot elevations.
4. Grades not otherwise indicated shall be uniform levels or slopes between points where elevations are
given, or between points established by walks, paving, curbs or catch basins.
B. Grades:
1. Finished Grades of Shrub and Groundcover Areas: 1-1/2 inches below top of adjacent pavement,
headers, curbs, or walls unless otherwise indicated on the Drawings.
2. Finished Grades of Le:wn Areas: ? inch below top of adjacent pavement, curbs, or headers.
SWPE PROTECTION AND EROSION CONTROL SECTION 02270
PART I -GENERAL
1.01 GENERAL:
A. Labeling: Furnish standard products in unopened manufacturer's standard containers bearing original
labels showing quantity, analysis and name of manufaclw-er.
B. Storage: Store products with protection form weather or other conditions which would damage or
impair the effectiveness of the prodllCt.
PART 2 -PRODUCTS
2.01 EROSION CONTROL FABRIC:
A. Jute Mesh: Heavy jute mesh of a uniform open plain weave of single jute yarn averaging 130 lbs.
Per 14,400 yd. Spindle and fire retardant. "Soil Saver os manufactured by I.he Santo Fe Bog Co. of
Vernon, CA. 90058. Tel. (213) 585-7225 or equal.
1. Length of Roll: Approximately 75 yds.
2. Size: 1 in. x 1 in. x 48 in.
3. Warp Ends per lfidt.h of Clot.h: 41.
4. Weight of Cloth: 1.22 lbs. Per linear yard +5
5. Color: Green or Brown.
2.02 STAPLES: 1-1/4 in. hog rings. Staples on end overlap:f.shall be #11 gauge steel wire forned
into a ~u• shape 6 in. long or equal.
PART 3-EXECUTION
3.01 PRE-INSTALLATION REVIEW:
A. Slope Areas to Received Erosion Control Fabric: All slope areas 2:1 and greater and/or areas with
concentrated water runoffs.
B. Verification of Grades: Verify that all grades have been established under another section, with
finished grades within 1 inch plus or minllS of the required. fiDisb.ed grades.
C. Soils Preparation: Do not commence installation of erosion camrol fabric prior to soil preparation.
3.02 EROSION CONTROL FABRJC
A. Layout: Place fabric neatly perpendicular to the slope, with straight seaim; and no unsighlly wrinkle5
after shrinkage. Do not stretch fabric during installation.
B. Top and Bottom Slopes: Bury top edge of fabric in 6 in. trench 1 fool back from lip of slope and
staple with 12 in. metal stakes at 12 in. on center maximum. Anchor and staple bottom ed«e in same
manner.
C. End of Roll Overlap: At junction of two rolls, provide 18 in. overlap as per "Top and Bottom of
Slopes" Above.
D. Edge of Roll Overlap: Provide 5 in. overlap at edges of adjacent rolls and staple with 6 in. #11
gauge wire stables ot 3 fl. lo 5 fl. on center.
E. Edge of structure: Install per "Top and bottom of Slopes above. Fill and lamp trench firmly against
edge of structure prior to unrolling fabric.
SOIL PREPARATION SECTION 02920
PART I -GENERAL
1.01 QUAIJTY ASSURANCE
A. Certificates of inspection: Provide those required by law for transportation, with invoice.
1.02 BIDDING
A. The amendments, quantities and procedures included herein are for bidding purposes only. FollolfiDg
an on-site agricultural soil analysis Biter I.he rough grading, Ille amendments and quantity and
procedures may change.
B. Tests shall be paid for by the Contractor.
PART 2-PRODUCTS
2.01 TOPSOIL
A. Definition:
1. Topsoil shall be defined as an on site soil material that could be used in the planting mixes for
backfill of tree, shrub and groundcover planting pits provided it is fertile, friable, well-drained :,:oil, of
uniform quality, free of stones over l inch diameter, sticks, oils, chemicals, plaster, toxic substances,
concrete and other deleterious materials, as a planting medium for the project.
2. Soil lo contain sufficient quantities of available nitrogen, phosphorous, potassium, calcium, and
magnesium to support normal plant growth. In the eveut of nutrient inadequacies, provisions shall be
made to add required materials to onrcome inadequacies prior lo planting.
B. Imported Topsoil:
1. Obtain an agricultural suitability analysis of the proposed topsoil from an accredited soils laboratory al
Contractor's cost.
2.02 ORGANIC AllEJIDMENTS
A. Nitrogen-Treated Sawdust: Derived from redwood, fir or cedar wood sawdust.
B. Manure: Well-rotted cow, horse or sheep manure, free from sawdust, shavings or refuse, and not
containing more than Z5 straw by vohwe.
C. True compost: Natural organic soil condiUoner "Nulri-Mulch" by Red Star Fertilizer, Corona. CA.
91720. Tel. (714) 597-4801 or equel.
2.03 CHEMICAL ADDITIVES; kJ determined by lhe soils report.
2.04 SOIL lllXES
A. Acid-Loving Planting Soil Mix (for Azaleas, Camellios, Rhododendrons, etc.): Amount per Plant Pit
50 ~ site Soil
25 " Fine Sand
25 % Peat M:oss
B. Backfill Mix for On-Grade Plant Pits: Thoroughly mix the following componets into one (1 cy) cubic
yard of backfill mix:
70 7. by volume of on-site soil
30 7. by volume of nitrolized fir shavings17 pounds Cro-Power Plus w/ 4 % Sulfur
2 pounds ferrous sulfate
planting tablets
C. Soil Preparation: Initially cross rip to a depth of 10-12 inches with 15 pounds of soil sulfur per
1000 square feet and thorolljihly leach wilh approximately 4-6 inches of good quality water. Then apply
200 pounds of Gro-Power Plus with 4 7. swfm-imd 2 cubic yards of nitroli:zed fir shaving!!, or equal per
1000 square feet. Rotofill • minimum of two directions, lo a dept.h of 4-6 Inches. Alter soil
preparation, but prior to planting, irrigate with Offrbead irrigation so that a minimum of 3-4 inche:,: of
waler passes through the soil profile, beyond the toot zone. Be sure to wash off all hardscape
immediately, since ferrous sulfate has potent.ial to stain concrete products.
PART 3-EXECUTION
3.01 SOIL PREPARATION
A General:
1. llloislure content: Do not work soil when moisture content is so great that excessive compaction will
occur, nor when it is so dry that dust will form in air or that clods will n-ot break readily. Apply water,
if necessary, to bring soil to an optimum moisture content for tilling and planting.
2. Clearing of Debris: Clear all planting areas of stones 2 in. diameter and larger, weeds, debris and
other extraneous materials prior to (amending existing soil) {spreading stockpiled topsoil) (spreading
imported topsoil).
C: \DR/\WING FIL[S\ ii I LL SHF.[TS\C_ss---lP.JWG REVISED: 5/15/ 2C12
B. PreparaUon of Existing Soil:
1. Yerilicat.ion of Exiating Grades: Verify that grades are within 1 in. plus or minus of the required
finished grades.
2. cleariag of Debris: Clear al.I phmtiDg areas of sLones 2 iu. diameter 8Jld kqer, lfffls, debris and
o\her erlraneous materials prior lo omen$ng existing soil or spiei!Glng importell lop!011.
3. cultivation: Rip or c\Utiva.te all planting areas to a depth of 6 in. immediately prior to amendmg
existing soil. Rololill lo reduce soil clods lo o maximum diameter of one (!") inch in I.he lop six (IIJ
inches.
3.02 SOIL CONDffiONING:
A Incorporate thoroughly with top 6 in. of soil layer and bring amended soil lo finish grades and
elevations shown on Drawings. Do not work soils under muddy conditions.
B. Mixing of Soil Mix for Acid-Loving Plants: Prepare I.he mix, blending oil materials llililormly, in
stockpiles on I.he site.
3.03 DRAIIIAGE OF PLANTING AREAS
A. Surface Drainage:
1. Discrepancies: Provide proper surface drainage of planted areas. Submit in writing all discrepancies
in the Drawings or Specifications, or prior work done by others, which contractor feels precludes
establishing proper drainage.
B. Detrimental Draine,ge, Soils and Obstructions:
1. Notification: Submit in writing all soils or drainage conditions considered detrimental. to growth of
plant materials. state condition and submit proposal and cost. estimate for correcting condition.
2. Correction: Submit for acceptance a written proposal and cost estimate for the correction before
proceeding with work.
3. Obstructions: U rock, u.udergro\Uld conslruclio9n work, tree roots or other obstruction area
encountered in the performance of ,rnrk 1,mder this section, submit cost required to remOYe the
obstructions to a depth of not less than 6 in. below the required soil depth.
1.4.JNS ltND GHA-WS SECTION 02930
PART I-GENERAL
1.01 QUAU'!Y ASSURANCE
A. Applicable Standards: Apply the current or latest editions of the standards for seed as described in
I.he following:
1. Hortus m-1976 Edition, Bailey Horatorium, Cornel University.
l.02 WORK SCHEDULE: Proceed -with the work as rapidly as the site becomes available, consistent with
normal seasonal limitations for planting work.
1.03 PRODUCT DELIVERY, STORAGE AND IIANDIJNG: Store with protection from weal.her or other conditions
which would dagage or impair the effectiveness of the product.
1.04 WARRANTY PERIOD:
A. Time Period: Warrant that all lalt'llS and grasses shall be in a healthy and flourishing condition of
active growth six (6) months from dale of Final Acceptance.
B. Appearance During Warranty: Lawns and grass shall be free of dead or dying patches, and all areas
shall show foli~e of a normal density, size and color.
PART 2-PRODUCTS
2.01 LA'IINSOD
A. One year old nursery-grown sod, seeded of "marathon U", as produced by &n1.thland 5od Farms of
Camarillo, CA 93010. Tel (605) 461!-35115 or equal.
B. Sod shall be dense, healthy, field-grown on fumigated soil with the grass having been mowed at 1 in.
height before lifting form field.
C. Sod shall be dark green in color, relatively free of thatch, free form diseases, weeds and harmful
insects.
D. Sod shall be reasonably free of objectionable grassy and broadlea:f weeds. Sod shall be considered
weed free if no more than 10 such weeds are found per 100 sq. fl. of sod.
E. 5od shall be rejected if found lo contain the following weeds: {co9mmon Bermuda grass), quack
grass, lohnson grass, poison ivy, nimbleweed, thi3tle, bindweed, bent grass, perennial sorrel, brome grass.
2.02 TOP-DRESS l'ER'llllZER: 16 ~ Nitrogen, 6 X Phosphoric Acid, 8 ~ Postash or equal.
PART 3-EXEDUTION
3.01 GENERAL: Perform sodding on a section by section basis immediately after grading, and irrigation
installation except for seasonal limitations. Complete embankments and slopes in a continuous manner.
3.02 SOIL PREPARATION
A. Verification:
1. stone5, Weeds, Debris: Verify that all areas lo receive lawns are clear of stones larger than 1-1/2
in. diameter, weeds, debris and other exlrueous materials.
2. Grades: Verify Illa! grades are within !in. plw, or minus of I.he required finished grades. Verify I.hot
fertilization (and erosion control materials have heen installed in anoVJ:er section. Report all variations in
writing.
3.03 SODDED LAWN
A. Sodding Operations:
I. Method: Lay the first row of sod in • straight line, wit.h subsequent rows parollel lo and lightly against
each other, with no spaces between strips. Stagger lateral joints. Do nol stretch or overlap sod. Butt
all joints tighily to eliminate all voids. Use a sharp knife lo cut sod to fit curves.
2. Tamping and Rolling: Thoroughly tamp and roll sod lo make co:atacl with sod bed. Roll each entire
section of completed sod.
3. Watering: Thoroughly waler sod immediately after installation lo wet the underside of the new sod pad
and the soil immediately below lo a depth of 6 in.
4. Top-Dress Fertilizer: Apply at the rate of pounds per 1,000 square feel at 25 days and at 50 days
alter sodding.
HYDROIIULCH SEEDING
PART I-GENERAL
1.01 QUAIITY ASSURANCE: Sect.ion 02930.
1.03 WlllilC SClllllllJW:: Section 112931)_
1.07 RODVCT DEl.lVERT, STOftA\ll: AND IIANDIJNG
A. Seed:
SECTION 02930
1. Delivery: Furnish standard seed in unopened manufacturer's standa5rds containers bearing original
certification labels showing quantity, analysis and name of manufacturer.
2. storage: Store seed with protection from weather or other conditions which would damage or impair
the effectiveness of tlte product.
B. lllulch: Store with prott!clion from weather or other conditions which would damage or impair the
effectiveness of the product.
1.10 WARMNTY PERIOD: Sect.ion 02930.
PART 2 -PRODUCTS
2.01 LAWN SEED:
A. Composition: Fresh, clean, certified, class nA• , new crop seed.
B. Type: "11.orot.hon n· or equal. Southland Sod Form of Camarillo, CA. Tel. (805) 466-3585, or Stover
Seed co., Los Angeles, CA (213) 6Z6-9668 or equal.
2.02 GRASS AND ll!W!'I.Ol!Eft MIX:
A. DistribYlor: S & S Seeds of Carpenlerio, CA. 93013. Tet (605) 664-0436 or equal
2.03 be JM.CH:
A. Composition: Pre-mixed organic-based combination of virgin-wool fiber and stabilizing e.genl with no
gromh or germination-inhibiting elements.
B. Product: "l!yaro h!ch 2llOO Fibers" distributed by Conwed Corporot.ion, P.O. Box 43237, St. Paul, MN
55164; Tel. (612) 221-1190 or equal.
C. General:
1. Composition: Green-colored, fibrous, virgin wood cellulose mulch containing no growth or
germinatian-inbibiUng factors.
2. Dispersion in Slurry: Mulch shall be manufactured in such manner that a.fler addition to and agitalion
in slurry tanks with fertilizer, seed, water and other approved additives, fibers in the material will become
uniformly suii:pended lo form a homogeneo\lS slurry.
2.01 SOIL STABIIJZER:
A. Product: "Ecology Controls M-binder" as distributed by Stover Company, Los Angeles, CA or equal.
2.02 HYDROSEEDING lllX
A. LAWN ARE.IS: 2000 lbs/ocre-l'iber llulch, !Olbs/1000 sr-"!lorat.hon rr·, 500 lbs/ocre-15-15-15
fertilizer.
PART 3 -EXECUTION
3.01 GENERAL: Perform seeding on a section by section basis. Complete embankments and slopes in a
contmuovs mmmer.
3.02 SQII, PBEPA!!ATIOII
A. Verili<a\lon:
1. stones, Weeds, Debris: Verify that all areas to receive hydroseeding are clear of stones larger than 6
in. diameLer, weeds, debris and other extraneous materials.
2. Grades: Yerify that grades are within 2 in plus or minus of the required finished grades. Verify that
fertilization and erosion control materials have been installed in another section. Report all variations in
writing.
B. Soil Moisture:
l. Excessive Moisture: Do not commence work of this section when soil moisture content is so great
that excessive compaction will occurs, nor when it is so dry that dust will form iD air or that clods will
not break readily.
2. lnacreq\late Moisture: Apply waler, as necessary, to bring soil lo an optimum moisture content for
plonlmg.
3.03 HYDRUSEl5DliU LAWN, GRASS AND 1f!LDFL01fERS
A. Application:
l. General: Apply specified slurry mix in a sweeping motion to form a uniform mat at the specified rate.
Keep hydroseeding within designated areas and deep from contact with of.her plant mo.terisls.
2. Unused llllx: Do not use slurry mixture which hos not been applied within 4 hours of mixing.
Promptly removed from the site.
3. Pro:tection: After applicaLion, do not operate any equipment over the Hyr.lroseeded areas.
4. Reseellhig. Kesml ail areas and parts of ar'"" 11bich fail to show • llllilorm stand of rut\i,e planting
unlil all areas area covered wit.h a satisfactory ~ of plants.
5. OVerspray: Immediately after application, thon:rughly nsh off any plant materials, planting areas, or
paved areas not intended to receive slurry mix.
TREES, SIIRWl, NlNES & GKOUNDCOYER SECTION 02950
PAH'l I -GENEBAL
1.01 QVAU'!Y ASSURANCE:
A. Applicable Standards: Apply standards for plant materials as described in the following:
1. An AnnoLated Checklist of Woody Ornamental Plan.bl of California, Oregon and Washington, {Number
4091), lfcClinthock and Leiser, Division of Agricultural Sciences, University of California, 1979.
2. American Standard for Nursery Stock, 1960 Edition, American Association of Nur:,:erymen, Inc.
3. Hortus W-1976 Edition, Bailey Horalorium, Cornell University.
1.02 fDftX SCHIIDUU:: Proceed with the work as rapidly as the site becomes available, consistent with
normal seasonal limitations for planting work.
1.03 SWTION, TAGGING AND ORDERING OF PLANT IIIATERIAI.;
A. Review: Submit a written request for review of plant materials and quantity at place of growth al least
ten {10} working days prior to shipment to site.
B. T~: Landscape Convaclor shall accompany the landscape Architect for all reviews and lagging
plwl\s ot jrio,:e of ~ ""'1 -dEllVery for oou!wml\y to ~-
C. D!staot lk\erial: Sullmit ptn,tograplls 1lilh a person adjB<rent to plan\s for prelimillary review. Such
review sh6l1 not impair Ure right of rei'ilt and rejection during progress of the work.
D. Unavollable Material: II proof is slll,mil\ed I.hat any plant spe<ified ill not obtainallle, • proposal will
be co~ed for use of the nearest equivalent size or variety with corresponding adjustment of Contract
price. Substantiate such proof in lJl'itmg no later than thirty (30) days Biler award of contract.
E. Special Conditions: The above provisions shall not relieve contractor of the responsibility of obtaining
specified materials in advance if special growing conditions or other arrangements must be mftde in order
to supply specified materials.
1.04 ll'AR!IANTY PERIOD:
A. Warranty: Warrant that all trees, shrubs, groundcover, and vines planted under this Contract will be
heaUhy and in fiourishmg condition of active growth one year from date of Conditional Acceptance.
PART 2 -PRODUCTS
2.01 PLANT IIIATERIALS:
A. General:
1. Growing Conditions: Plants shall be nursery-grown in accordance -with good h-orlicultural practices
under climatic conditions similar to those of project.
2. Appearance: All planls sllall be exceptionolly heaty, symmetrical, tightly kllit, so trained or favored in
development and appearance as W be superior in form, number of bran,cbes, compactness and symmetry.
3. Vigor: Planls shall be sowd, llealt.hy am! vigorous, well branched and densely foli!lted when in lee!.
They shell be free of disease, iDsect pests, eggs, or larvae. They shall ha.Te healthy, well-developed root
systems. Plants shall be free from physical damage or adverse conditions which would prevent thriving
growth.
4. container stock: Verify that all container stock has been grown in the containers in which delivered
for al least six (6) months, blill not over two (2) years. Samples must prove lo be free of chinked,
circling or ~ roots and with no evidence of a pot-bound condition. Do not install container plants
that have cracked of broken balls of earth when taken from container.
5. Condition: Trees which have multiple leaders, unless specified, or damaged or crooked leaders, will be
rejected. Trees having a main leader shall not have been leaded back, Trees with abrasions of the
bark, sunscalds, disfiguring knots, or fresh cuts of limb:,: over three-quarter (3/ 4 •} inch which have not
completely callused, will be rejected.
2.02 TREE, SHRUB AND VINE PLANTING l'SH'IILIZER: "Agrilorm" 21 gram tables wit.h 20-10-(N-P-K)
formula as manufactured by Sierra Chemical Company, Milpitas, California, Telephone (408) 263-8080, or
equal
2.03 STAKING IIIATERIALS:
A. Tree Stakes: Lodgepole Pine wit.h ten (10") inch tapered driving point and chamfered lop, treated with
copper napthanate or pentachloraphenol to heartwood, green color, as man'Ufactured by C&E Lumber
Company of Pomona, CA. Tel. (714) 1126-3591, or equal.
B. Ties: Thirty six (36") inch br""" type. V.I. T. company, Inc. 15561 Product Land, D-4, Huntington
Beach, California 92649. Tel. (714) 691-6338 or equal.
2.04 VINE SUPPORTS:
A. Anchors: Galvanized m-etal or plastic epoxy fastening type as approved.
B. Tape: Polyet.helene \ape, one-hllll (1/2") inch widt.h. ,
2.05 ROOT CONTROL BARRIERS -4" Universal Barrier, Stock #UB29-2 or 48" stock /IUB-48-2 by
Deep-root. (714) 896-0563 or equal. Use within 5' of all hardscape elements.
2.06 WOOD CH!P li!ULCH:
A. Medium grind ground tree !llld shrub trimmings, one-half (1/2~ inch to one (11 inch diameter free of
sticks, dirt, dust and other debris, as accepted.
B. Manufacturer: Michael Ro-.Is Co., Tel (714) 649-0296 or equal.
2.07 WOOD HEAIIER:
A. Construction Hearl. Grade RedlfOOd header and slake (or pressure-treated Douglas Fir stake). No
sapwood.
2.06 STEEL HEADER:
A. Size: ~• x o" cohl f•rmed sleel.
B. llanufaclurer: Jos. T Ryerson am! Son Co., Inc or Emeryville CA. Tel (410) 563-2933 or equal.
PART 3-EXEC1J'l!ON
3.01 PREPLANT REYlEll
A. General: Do not commence planting work prior to acceptance or soil preparation.
B. Finish Grades: Finish grades for all plantillll areas shall have been established in another section.
Verify that all grades are with one (1 ") inch plus or minus of required finish grade and that all soil
amendments have been installed as specified.
3.02 DRAINMlE or PIANTING AREAS:
A. Surface ln'a.inage: Maintain positive surface drainage of planted areas as established under Section
02215-Landscape Grading.
B. Detrimental Drainage, Soils and Obstructions:
1. Notification: Supply written notification of all conditions detrimental lo growth of plant material..
2. Testing: Test drainage of plant beds and pits by filling with water twiee in succession.
3. Correction: Submit for acceptance a written proposal and cost estimate for the correction before
proceeding with work.
4. Obstructions: If rock, underground eonslrwction work tree roots or other obstructions are eocountered
in the excavB.tion of plant pits, al.t.ernale locations may be used as directed. Where locations cannot be
changed, submit cost reqw,Ted to remove the obstructions to a irepth of not less than six (6"} inches
below \he required pit dey\h. Proceed wit~ work olltt aoceptance.
3.03 LAYWI AfiD EXCAVA'IION Ill' PlMTlNl: IIREAS:
A. Layout and staking: Lay out plaa.ts at locations shoffll on Drawings. Outline shrub and groundcover
beds with lime.
B. Plant Pits: Excavate container-grown tree and shrub pits to the dimensions sholfD on details.
3.04 ROOT CONTROL Bll:RRIEftS: Install per details and manufacturer's most recent written installation
instructions.
3.05 REDllOOD AND/OR STEl:L HEADERS:
A. Gen-eral: Install head~rs prior to installation of adjacent sprinkler irrigation system.
B. Headers: Inste.11 beders true to line and grade as shown on the drawiogs. Align header edges and
,rel flush wilh adjB<rent pmng.
C. stakes: Stakes shall be a minimum of sixteen (151 inches long and longer as required for solid
anchorage. Double slol<e oil joinls and corners and securely nail to headers.
D. Nails: Nails shall be galvanized.
3.06 PLAN'llllG OPERATIONS:
A. General:
I. Protect planls at all times from sun or drying winds.
2. Keep plants Umt cannot be plBnted immediately upon delivery in the shade, well-protected and
well-watered.
3. Remove canned stock carefully after cans have been cut on two sides with accepted cY.tter. Do not
use spsm, to cut cons.
4. Uft and handle plants Ollly from I.he bottom of I.he boll. U root ball is crocked or broken during
handling, pion\ sholl be rejected.
8. Installation:
I. Pit Preparation: Add the appropriate amount of backfill mix to I.he bottom of I.he plant pit and blend
into the existing soil. Tamp and compa.et mix.
2. Positioning: After re=moving plant from coutainer, scarify side of root ball to prevent root-bound
condiUon am! position plant in planting pit.
3. Fertilizer TabletB: Place evenly distributed in plant piLs when backfilled 2/3 according to the following
schedule:
1 gallon can-2 tablets
5 gollon can-4 tablets
15 gallon can-6 tablets
24" box-8 tabrels
36" box-10 tablets
41!" box-12 toble\s
C, A4jUBYDent: Adj\lsl plants so that after full setuement has occurred, the natural grade at the base
o! \he plants is two (2") inches above I.he a4jaoent plslil>g finish grade.
3.07 STAKml1:
A. General:
1. Trees shall be able lo stand upright without support, and shall return to the vertical after their lops
have been dellecled horizonlally am! released. Stake or guy trees which do not meet this qusUfication.
.W plant materials shall remain plumb and straight for all given conditions from insle.lltion thrwgh the
guarantee period.
3.08 TRAINING OF VINES AND ESPAUERS:
A. Anchors: Place as many anchors as required to support the plant and its branching structure as
3.119 IIUJ.CIIING: lnsloll a two (2") inch (minimum) deep layer of mulch over oil shrub areas including
tree and shrub watering basins
3.10 GRUUNllCOYER PLANTING:
A. Planting: Plant groW1dcover plants al optimum depth for proper growth. Avoid air pockets. Equally
speoe triangularly, ot disttmce, called for in \he ])rowings.
3.11 PWTIIIG IN PRE-CAST CQllCRETE AllllOII l'lllEl!Cl,ISS Pl.INTERS:
A. DroiD Hook: Ploce \1!0 (21 moires of <lnin rwk in bot\uw of pol or urn.
B. 1'11\er Bebric: Cover drain rwk wilh filter bobric and nm 4 inches up -of pot woll.
C. Soil Mix: Fill bmance of planter with soil mix.
D. Jlrain Test: Fill 1/3 full with waler lo insare positive drainage. Planter should lotolly drain within
five (5) minutes.
E. PlanLing: Instell plant materials as shown on Drawings.
LANDSCAPE ESTABUSHMENT FOR 90 DAYS
PART l -GENERAL
1.01 GENERAL:
SECTION 02970
A. Duration: continuously maintain each plant and each portion of groundcaver area after installation,
during progress of work, and for a period of 90 days alter completion of oil planting work until Final
Acceptance. . . .
B. Replacements: Immediately treat or replace all plants which become damage or mJured.
1.02 llORK FORCE:
A. Experience: The landscape establishment firm's labor force shall be thoroughly familiar and trained in
the work to be accomplished and perform the task in a competent, efficient manner acceptable lo Lhe
Owner.
B. Supenision: The foreman shell directly employ and supervise the work force at all times. Notily
OWner of all chtmges in supervision.
C. Identification: Provide proper hrenlification at all times for landscape establishment firm's labor force.
Be uniformly dressed in a manner satisfactory lo the Owner.
1.03 SCHEDULE:
A. Perform all establishment during hours mutually agreed upon between Owner and Contractor.
PART 2-PRODUCTS
2.01 IIIATERIALS:
A. General: Al] materials and equipment, unless otherwise indicated, shall be provided by the Contractor.
PART 3-EXECUTION
3.01 TREES, SHRUBS AND VINES
A. Pruning:
1. Select and develop permanent scaffold branches that are smaller in diameter than the trunk or branch
to which they are attached, and radial orientation so as not to overlay one another.
2. Eliminate diseased or dame.ged growth, and narrow V-shaped branch forks that lack strength. Reduce
toppling and wind damage by thinning out crowns.
3. Prune trees to maintain growth within space limitations, maintaining a natural appearance and
balancing crown with roots.
4. No stripping of lower branches ("roising up1 of young trees will be permitted.
5. Thin o\ll and shape evergreen trees when neces:ffllJ to prevent wind and storm damage. Do primary
pruning of deciduous t.rees during the formant seas-on. Do not permit any pruning of trees prone lo
e,":=ive "bleeding" during growth season.
6. Prune dame.ged trees or those that constitute heal.th or safety hazards at any time of year as
required.
7. Make all cuts clean and close to the truck, without culling into the branch collar "Stubbingw will not
be permitted.
B. Staking of Trees:
1. Inspect slakes al least one a month to check for rubbing that causes bark 1r0unds.
3.02 GROUNDCOVERS
A. llalerinl!:
1. Water as frequently as necessary lo maintain heal.thy growth of groundcovers.
3.03 WEED CONTROL:
1. Control weeds, preferably with pre-emergent herbicides and with selective systemic herbicides.
2. Use only recommended and legally approved herbicides to control weed growth.
3. Avoid freqY.ent soil CllltiTaUon that dffll'oys shallow roots and brooks the seal of pre-emergent
herbicides.
4. Minimize hoeing of weeds in order lo avoid plant damage.
3.04 LAWNS
A. ll'alering: lloler l«wus ot such frequency as weolher C0ll4i\ioDo reqwire, to replenish soil moisture lo 6
in. below root zone.
B. lleed Control:
1. Control broadleaf weeds with selective herbicides.
2. In areas where crabgrass bas infested the lalfD, apply a selective post-emergent herbicide as soon as
possible, and prior to flcnrering.
C. Mowing and Edging:
1. Mow lawns when they reach 2 in. high.
2. Trim edges at least two times per month or as required for neat appearance.
3.05 INSECTS, PESTS, AND DIS!'.ASE CONTROL
A. Inspection: Inspect all plant materials for signs of stress, damage a.nd potential trouble from presence
of insects, moles gophers, ground squirrels, snails and slugs in planting areas.
SPECIFICATION SUPPLEIIEN'i'/REVISlON
! CDP 14-05/AV 15-04/CDP 15-13
I··············--········· ·······---
s T u D I
34202 Sepulveda Avenue
Capislrono Beach, CA 92624
pho 949.248 . .5404
fi:ix 949.240.9790
0
THIS DRAWIHG AS All lNSTRUMEllT Of S£RYlCfS IS !HE PROl'ERTV OF !HE
l.Allll!CA!'f ClfflKf mll lMY IIOf IE WROlltiWl RI Alff FORM WllllOIJT
1!1£ LAffllSCAfE AfeffITTCT'S WHITTER PtRMISSIOll A1!D llltESS THE
lffi®llCTW!l CAftmS 11fl: IJIIDSCAfE A«ClllltCT'S NAME. N.l OESIGH
Allll OIIIBi lllrOIIMTm 5!ffllffl OIi Tlft llMl'ffllll A«E fOR THE SOU: US£
Of TR! Sf'ECIOO) PROJECT OlllY MIO Sl!All NOT BE OTH£Rll1S£ USEO
WITffll!IT TR! mrn pm, lllITTEN PHMl>SlON Of TH£ I.AIIDSCAPf
ARCll!TfCT.
WRITTEN IJIMfllSIOII SHAU. HAVE PREHOENCE OVER SCALED DIMENSION.
CO!ITRA(Mjl) 5ltillt Ylllll MID BE RESl'O!MlE FOR All D!MEKIIOIIS
AIIIIC~OIITHEJW. THE~AlOllltCTIITOBEl!lfOM\Rl
llf Alff f~l11111'i FM 1HE llllI1!.IISIOII MIil COlllltllOIIS SliOWII 011
1NE DRAWlftGS. EJIS1fflG (~ MIO lOCATIOIIS Of lffilffiES HAVE
IIOT BUii VElllflfD llllmllllilllY. IT SHAU Bf !HE R1SP0115111llTY Of
111£ COll'!IIACTOl{Sl BtfflE BEGllffllllll W!m TO DETERMRIE THE EXACT
lotlilm Qf All~ AIIO EXl>llNG IJ11UTJ£S. Tlft COIITRACTOR{S)
lltMl. Bf RESl'OIISIBI.E FOR SEClltlllG All PERMITS AIIII EllGINEER!kli
KHl\llml 'ffltt(H IS NOT lltWl1Ell Rt TH£,£ OP.AWINGS. (IVI~ Sli\lCTlll!Al, 11\ECliAtl!CAL E!IGllltEllllli, GAA!llll<i MIO DlAINAG£ BY OTHERS.
SHO!' UP.A't/lllGI 11111ST BE SIJBMITTEP TO TH£ tA!IDSCAl'f ARCHITECT FOR
Rffl!:W ffllfflE mt!ffll6 ffllll fAlllUlmll.
THEiESA CLARK IANDSCAPE ARCHITECT
APPRO VEO FOR
!RR/GA T!ON AND PLANTING
ONLY, INCLUDING PRECISE
LOCA T!ON OF PLANTING
AREA.
"AS BUil T"
RCE ___ _ EXP. ___ _ DATE
directed. ..-:.I . I \\ M t \\ ~ . , h I 11 B. Ties: Tre branches to anchors wit.h vinyl ribbon ties. Cll.W'i•bit" 't)l) Q~ u ,I.II.I REVIEWED BY:
[ 1:~.t2~~2\f!T 12.4 ~~::i~~cgations INSPECTOR DATE
Dato: l')lte:I,~ lr:::::-::-:-::-:-r---,-;;:=;-;:;:;-;-;:;:~:;------r---r-r:.___r-r.==~~~;:::::::::;::::;;;:;::;;:;:;:::;::::;;::;-;:;;~
DooNeu.CityP.rant1er · ·· ·· · M4""f 08.04.14 2ND SUBMITTAL CDP REV!EW ~ CITY QF CARLSBAD [sHEETsl
RECQMiimn:_· Ai~,.~ .. s 1~ ~-~~-~~-~~ !: ~~:::~~:~ ~~: :~~~: ~ PLANNING DIVISION ~
~) 04.06.15 511, SUBMITTAL CDP R•V!EW LANDSCAPE IMPROVEMENT Pl.ANS FOR:
Tierra del Oro Residence
5039 Tierra del Oro
Carlsbad, CA 92008
I APPROVED: I
1-----+----+---------t------t------t-i------J ----~
1-----lc---+----------------'t-----t--t----t--~ ~P~LA~N~N~IN~G===:::;-,:::=:::::::::==,===,,:;:~==;-r.:::=:=.=~=:=:::~-
DWN BY: PROJECT NO. DRAWING NO.
DATE INITIAL
DESIGNER OF WORK Expiration Dale: 6.J0.2016
REVISION DESCRIPTION
DATE INITIAL
OTHER APPROVAL
DATE INITIAL
CITY APPROVAL ~~~g ~~': --CDP 14-05 XXXX
IRRIGATION LEGEND
MFG. MODEL NO. DESCRIPTION PSI RAD GPM PATTERN PRECIP. RA TE DETAIL
0
®
0
M
I!"]
RAINBIRD
RAINBIRD
RAINBIRD
NIBCO
FEBCO
1806-SAM-1401
100-DVF
XCZ-075-PRF
FP-600N
POP-UP BUBBLER
1" CONTROL VALVE
30
[" LOW FLOW DRIP VALVE KIT
BALL VALVE -LINE SIZE
2' .25 FULL CIRCLE
1" REDUCED PRESSURE BACKFLOW PREVENTER
& RAINBIRD
e WILKINS
825Y
ESP-SMT-13i
70 SERIES
AUTOMATIC CONTROLLER w/ ET SENSOR & RAIN SHUT-OFF
1" PRESSURE REGULA TOR
TLEZ6-18 ON-GRADE DRIPLINE 30 18" .6 GPH DRIP m1 NETAFIM
SPACE AT 18" O.C. WITH STAPLE EVERY 4' AND (2) STAPLES AT EVERY TEE,
ELBOW OR CROSS. USE (1) LINE FLUSHING VALVE FOR EVERY 15 GPM OF
ZONE FLOW -POSITION NEAR HALFWAY POINT
PRESSURE MAINLINE: ["-1\": USE PVC SCHEDULE 40
2" OR LARGER: USE PVC CLASS 315
SOLVENT WELD, BURY MIN. 18" BELOW GRADE.
SIZE NOTED ON PLAN
NON-PRESSURE LATERAL: PVC CLASS 200
SOLVENT WELD, BURY MIN. 12" BELOW GRADE
SIZE NOTED ON PLAN.
SLEEVING: PVC SCHEDULE 40
BURY MIN. 24" BELOW GRADE
WIRE SLEEVING: PVC SCHEDULE 40
EXTEND MIN. 12" BEYOND EDGE DF PAVING
BURY MIN. 18" BELOW GRADE
JlGEJPMyDyt.:J •==VALVE NUMBER W VALVE SIZE
UNDERGROUND SERVICE ALERT
call: TOLL FREE
1-800-422-4133
lWO WORKING DAYS BEFORE YOU DIG
IRRIGATION PIPE SIZE L£G£NO lfMXWIIGPII
5lZr
J(4"
1
11/4"
11/2"
gJl5 SCIUO
B
IJ
2J
J2
\ 2· Sli
2112· BJ
3• 125
\
IRRIGATION NOTES
1. 120 VOLT ELECTRICAL POWER OUTLETS FOR CONTROLLERS TO BE PROVIDE
BY OTHERS. CONTRACTOR TO BE RESPONSIBLE FOR MAKING HOOK-UP FROM
OUTLETS TO CONTROLLERS.
2. ALL WIRE FROM CONTROLLERS TO ELECTRIC VALVES TO BE COPPER #UF-14
DIRECT BURIAL. USE BLACK FOR PILOT AND WHITE FOR COMMON. INSTALL IN
COMMON TRENCH WITH MAIN LINE WHERE POSSIBLE. PROVIDE MIN. OF 1 B"
COVER.
\
\
\
3. PROVIDE MIN. 18" COVER OVER ALL MAIN LINE PIPING AND 12" COVER OVER
ALL LATERAL LINE PIPING.
4. ALL PIPE UNDER PAVED AREAS TO BE PVC SCH. 40.
PAVING. INSTALL PRIOR TO
5. THIS DESIGN IS DIAGRAMMATIC: EQUIPMENT SHOWN IN PAVED AREAS IS FOR
DESIGN CLARIFICATION ONLY AND IS TO BE INSTALLED WITHIN THE NEAREST
PLANTED AREA WHERE POSSIBLE.
6. CONTRACTOR SHALL FLUSH ALL LINES AND ADJUST ALL HEADS FOR BEST
PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, DRIVES AND
BUILDINGS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE THE SELECTION OF
THE BEST DEGREE OF ARC TO FIT EXISTING SITE CONDITIONS.
7. INSTALL ALL EQUIPMENT AS SHOWN IN DETAILS.
8. SYSTEM DESIGN IS BASED ON PRESSURES AND GALLONAGES INDICATED AT
POINTS OF CONNECTION.
9. DO NOT WILLFULLY INSTALL THE SYSTEM AS DESIGNED WHEN IT IS OBVIOUS
IN THE FIELD THAT UNKNOWN OBSTRUCTIONS OR GRADE DIFFERENCES EXIST
THAT WERE NOT KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE
BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE,
OTHERWISE THE IRRIGATION CONTRACTOR MUST ASSUME FULL RESPONSIBILITY
FOR ANY AND ALL NECESSARY REVISIONS.
10. FINAL LOCATION OF AUTOMATIC CONTROLLER TO BE DETERMINED BY
OWNER'S AUTHORIZED REPRESENTATIVE AND/OR LANDSCAPE ARCHITECT.
11. THE SYSTEM SHALL BE FULLY GUARANTEED FOR A PERIOD OF ONE YEAR.
ANY DEFECTIVE MATERIAL OR POOR WORKMANSHIP SHALL BE REPLACED OR
CORRECTED BY THE IRRIGATION CONTRACTOR AT NO COST TO THE OWNER.
12. CONTRACTOR TO BE RESPONSIBLE FOR RODENT CONTROL OF DRIP SYSTEM
DURING INSTALLATION AND MAINTENANCE PERIOD.
13. CONTRACTOR IS TO ADJUST IRRIGATION TO WHERE LIGHTING FIXTURES AND
OTHER UTILITIES OCCURRED IN FIELD.
14. CONTRACTOR TO ADJUST ALL HEADS TO PROVIDE FULL COVERAGE WITH NO
OVERSPRAY ONTO THE BUILDINGS AND/OR HARDSCAPE.
C: DRAWING f'ILf.S Tl l"c.[ SHf:T_TS CLSB ·· IP .DWG f~EV!SED: 5 15 2012
\ \
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6.0
0.43
\ \ \
\
E / L3.3
C / L3.3
D / L3.3
B / L3.3
A / L3.3
F / L3.3
G / L3.3
\
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'
\
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TW
7.5' SIDE
BUILDING
SETBACK
WATER Eff/ClfNT 9@/NANCf CfRTIFIOATION $TA!f¥(fir
2/.?5
22.75
"1 •1\1,1 Fi\1,1/LJAR WITH _THE REOUIREMENTS For{ i.ANOSCAPE AND. /RR/GA TJON Pi.ANS CONTAINED. IN TH€ CITY OF CARLSBAD'S lAN!JSCAPE MANUAL AND WATER EFFICIENT LANDSCAPE REGUlATIONS.. i
HAVE. PREPARED THIS PWI IN COMPLIANCE WITH THOSE REGULATIONS AND THE I.ANDSCAPE
MANUAL /WD AGREE: TO C:OMPLY WJT/f ALL RfQU/RfMENTS WHEN SUBM!mNG CONSTR/JOTION
IXiCiJME:NTS. I CERTIFY THAT THE• Pi.AN IMPLEMENTS THOSE RfGUJ.ATiONS TO PROVIDE EFFJCIEN'f /JS£ OF WAiER~ .. .. . ...
•SIGNA]U ~kf e$'4& 12-2-15
7.5' SIDE
BUILDING
SETBACK
' / / ,,✓,..,, ✓ ,.,/ / , " -.,.---., ,
'..../'· .. , :--:---~
'·,.•,~C, ·-<-✓ ;, -~~·---c:,
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:::r::. ? z -/,) <...-...,, !V:7----~
'· " "· "
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T? "";,, <-"::~(s-
~-,,_
"
COASTAL COMMISSION NOTES:
JJ.65
-NO PERMANENT IRRIGATION SYSTEM MAY BE INSTALLED WEST
Or THE ESTABLISHED BLUrr EDGE LOCATED AT + 10 MSL
-ALL /RR/GA TION INSTALLED INLAND Or THE BLUrr EDGE AND
UTILIZES POTABLE WATER MUST UTILIZE ONLY DRIP OR
MICROSPRAY SYSTEMS rOR DELIVERY. ,,
[?n [?n C7 (545) 855-G4 I 3
FAA 830-44G5 u n u n DD LANDSCAPE ARCHITECTURE CJ CJ 230 I I Moulton Parkway PLANNING · RESEARCH
STAN SMITH ASSOCIATES Su,te JI 2 · Laguna Hills, CA 52G53
\
39.16
41.16
EX!ST
\
\ \ \ \
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\
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\
\ \ \ \
\
\
\
\
\
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\
\
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\ \ \
\
\
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(E)
i CDP14-05/AV 15-04/CDP 15-13
KEY MAP
BACKFLOW PREVENTERS SHALL BE TESTED BY A
CERTIFIED TESTER & RESULTS MUST BE GIVEN
TO THE OWNER AND THE WATER DISTRICT
PIPE BETWEEN THE METER & BACKFLOW
PREVENTER SHALL BE COPPER
NOT TO
SCA!..E
\\Ston-cod2\Noncy'sCAD\Residentiol\TIERRA DEL 0R0\TCLA logo.tif
ESTIMATED PRESSURE CALCULATION VALVE 2
[" WATER METER AT 5.2 GPM
1" REDUCED PRESSURE BACKFLOW PREVENTER
204 FT. OF 1" PVC SCH. 40 MAINLINE
[" REMOTE CONTROL DRIP VALVE KIT
LATERAL LINE FRICTION LOSS
FITTINGS (20% OF MAINLINE LOSS)
SPRINKLER HEAD OPERA TING PRESSURE
ELEVATION (-9')
MISCELLANEOUS LOSS
TOTAL PRESSURE REQUIRED FOR
PROPER OPERATION
EXISTING STATIC PRESSURE
RESIDUAL PRESSURE
MAINTENANCE RESPONSIBILITY NOTE:
ALL LANDSCAPE AREAS WILL BE MAINTAINED
BY PRIVATE HOt-r1EOWNER.
0.60 PSI
10.00 PSI
1.35 PSI
13.40 PSI
5.00 PSI
0.27 PSI
30.00 PSI
(3.9) PSI
5.00 PSI
61.92 PSI
95.00 PSI
33.38 PSI
APPROVED fOR
!RR/GA T!ON AND PLANTING
ONLY, INCLUDING PRECISE
LOCA T!ON or PLANTING
AREA.
8 0 8 16 32 "AS BU,L T" --w
08.04.14 2ND SUBIIIITTAL CDP REVIEW
' SCALE: 1 /8" = 1 'O"
RCE EXP. DATE
Irrigation Plan REVIEWED BY:
13.1 Upper Level INSPECTOR DATE
~ CITY OF CARLSBAD ~ PLANNING DIVISION 1 6
LANDSCAPE IMPROVEMENT PLANS FOR
Tierra del Oro Residence
5039 Tierra del Oro
Carlsbad, CA 92008
I APPROVED:
t=====t====t===============================~=====+====~=====t====1 ~P:;LA~N;=N;;IN~G===~==~===-========ir,~~~~ OWN BY: ---PROJECT NO. DRAWING NO.
~~~g ~{; --CDP 14-05 XXXX DATE INITIAL DATE INITIAL DATE INITIAL
DESIGNER Of WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
"'EE II
BLUFF EDGE
n,'.AIER EFRCIENT ORDII/A/iGf CERT/fltATIQN $[A1EM£HT.
1 AM FAIi/UAR wrm TH[ Ri:OUIREMfNTS FOR IANDSCAP[ ANO IRRIGATION PLANS C()/lT,'JN[D IN
Tll[CfTY OF CARLSBAO'S.WIOSCAP£ MANUAL ANfJ"WAT£R EFFICIENT WIDSCAPE: R£GULA110NS i I/AVE: PREPARED THIS PW/ IN COMPUANC£ WIT/I THOSE Rf.GUlADONS AND TH£ IANOSCAP£
MAN/JAL AND AGf/EE TO COl.lf'l )'. WITH ALL R[QUIREMElfTS WH[N SUBMffl/NG CONSTRUCDON
DOCUMENTS. I CERT/fl' THAT _THE _PLAN IMPLEMEJITS THOSE REGI.JLATIONS TO fROV!llf EFFIC/£NT
1,JS£0 0F WATER•
12-2-15
SIGNATURE: / DATE
[?n [?n II (949) 855-G4 I 3
-~-FN< 830-44G5 u n u n DD LANDSCAPE ARCHITECTURE LJ LJ 2301 l Moulton Parkway PLANNING. RESEARCH
STAN SMITH ASSOCIATES su,te J 12. Laguna Hills, CA 92G53
C: DHA'lr~NG FILES "lllL.[ SHET.TS C_SB---IP.JWG REV!Sf--D: 5 15 2012
PRESSURE MAINLINE: [" -1 \": USE PVC SCHEDULE 40
2" OR LARGER: USE PVC CLASS 315
SOLVENT WELD, BURY MIN. 18" BELOW GRADE.
SIZE NOTED ON PLAN
NON-PRESSURE LATERAL: PVC CLASS 200
SOL VENT WELD, BURY MIN. 12" BELOW GRADE
SIZE NOTED ON PLAN.
SLEEv1NG: PVC SCHEDULE 40
BURY MIN. 24" BELOW GRADE
WIRE SLEEv1NG: PVC SCHEDULE 40
EXTEND MIN. 12" BEYOND EDGE OF PA\ANG
BURY MIN. 18" BELOW GRADE
.GEM ~VALl/f. NUMBER
~VALl/f. SIZE
DETAIL
l!lllfGIITKJlf PIP£ SIZE LEI/EIID -GPII
J(4"
' 11/4"
11/2"
Q,115
r 56
2112• BJ
J" 125
. ' "
SC/HO
8
IJ
2J
J2
,,
[ !STENCY net. ERMINA TI◊N-EX~!T :rt:OJECT No . .t'Ill'S·Z't
Date:l'lp,d tC-
Doo-Neu_·~c.tty,Phm_""_' _ ~--',
RECOMMENDED BY:~-__ •
DATE: _\7.ll:r\t'S""
COASTAL COMMISSION NOTES:
-NO PERMANENT IRRIGATION SYSTEM MAY BE INSTALLED WEST
OF THE ESTABLISHED BLUFF EDGE LOCATED AT +10 MSL
-ALL IRRIGATION INSTALLED INLAND OF THE BLUFF EDGE AND
UTILIZES POTABLE WATER MUST UTILIZE ONLY DRIP OR
MICROSPRA Y SYSTEMS FOR DELIVERY.
MAINTENANCE RESPONSIBILITY NOTE:
ALL LANDSCAPE AREAS WILL BE MAINTAINED
BY PRIVATE HOMEOWNER.
8 0
~w 8 16 32
-•711
,
SCALE: 1/8"=1'0"
13.2
Irrigation Plan
Lower Level
i CDP14-05/AV 15-04/CDP 15-13 i
KEY MAP
UNDERGROUND SERVICE ALERT
s
call: TOLL FREE
1-800-422-4133
TWO WORKING OAYS BEFORE YOU DIG
T u D I
34202 Sepufvedo Avenue
Copistrono Beoch, CA 92624
pho 949.248.5,40.4
fax 949.240.9790
0
l!llS lliAWING AS All l!ISTRIIMm Of S!RVKES IS THE PROPERTY Of THE
Lllll1SCA1'f /IWfflEIT /illll lMY rtllf BE lfPRlJOIJ(fJ) Ill Alfi RnM WIIHOIIT
111< IA~CAl'E A!KllffftrS WRITTH PfRMISS!OI AID VNlfSS IBE
R£PRllilUCTlllll 0015 lllt !J!IWSCAPE AlfCHITTCT'S NAME. All ll£11Gll
Allll llllll'R lflfORlMl1tlll 5IIOWII OIi THE DiAWllG Alf FOi THE SOlE USE
OF T1ff Sl'tClflfD mmT 0111.Y MIil StlAU. IIOT BE OTHER\'IIS! USED
lllllf01IT m umss !'Pm lYRJlTEfl l'fffM!SSIOII OF Jljf lMIPSCAl't Al!tll!TECT.
WIUTIIN 11!11!£11S!Oft WIU. IIA¥E PllifD!!KE OYER SCAUll DIMENSION.
C~Sl Slfflll. 'l£fflfl A1lll IE JE5fOIISl&.E Fill All DIMtWSl1l1IS
Allll C!llllllTIOII! llff 1lf !Ill. lllt I.Mll5CRf ARClfflfil IS 10 it lffilR!ll!ll OF .m IARlATIOIIS flllll\ ll!E IIIMEIGIO!IS AIIO CO!IDllffmS SHO\'fll OIi
TffE DMl!IIGS. El!STINli COIIOITllJ1IS Allll IJ)(ATIOIIS Of IITIUllfS HAYE
801 Bt!ft ¥ER11'1H IIIO!PBWEllllt If SHN.l BE THE REll'\mlSff.llY Of
l1IE ~SI IIUlllE 8EG!ffll!NG WOIK TO 0£11:KMlllE THE EXACT
lOCAl!Oll Of All. ~Allll EXISTING UTI1.111ES. THHOlllRACTOK!Sl
511All 8E RE5l'OllSl!l.f FOR S!CUW Al.I. PE1MITS ARO ENGlllfERlflil
R!Ql!IRB) WlflOl 15 ftQI IIKI.IIOED 15 TI1ESE PRAW1116S. CM~ Sll!llffi!IAI.,
MECHANIC/ii. EIIGll!URING, GIAO!IIG AND OIAINAG€ BY OTHERS.
SHOf' DIAWIBGS MYST SE SVBMITTEO TO THE 1.ANOSCAl'E ARCtlllECT FOR
KrnEW lffllffl: l'l!OOElllll\l lY1IB FABKICATION.
THmSA CLIRX lAllllSCAl'E ARCHITECT
NOT TO
SCALE
APPROVED FOR
!RR/GA T!ON ANO PLAN TING
ONLY, INCLUDING PRECISE
LOCA T!ON OF PLANTING
AREA.
"AS BU,L T"
RCE __ _ EXP. ___ _ DATE
REVIEWEO BY:
INSPECTOR DATE
~08'.:'.'..0::'.:.4.1'..:'.:4+--+2:::.:N:::.D _::SU::B:.:.:Ml.:..:TT:.:_:AL:....:C=DP__;__::RE:....:Vl::.:.EW~------i-----t--,---i--1 fsHm77 CITY OF CARLS BAD ~
~ PLANNING DIVISION ~
::;L=A=-N~D~SC~A'...;P~E::::=;;IM:::;:P;R~O~YE~M;E,:,::N"'T:::,P"'LccA~N;;;S~FO"'R;;=:===-===
Tierra del Oro Residence
5039 Tierra del Oro
Carlsbad, CA 92008
1------1-~--J---~------~~~-~7"~~,~~l~I-I I APPROVED;
~-~P~L---:-A~-cN~N11N1G~~~~~~~~~~~~~~~;,~~~~~~~~~~~~i7 ~1--=-~-=-~-=-j~~:~-=-i-=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=-⇒-=-;;;-=-~~;;;~~i::.;;;-=--=-~;;~~~ D WN BY; PROJECT NO. DRAWING N 0.
DATE INITIAL DATE INlllAL DATE INITIAL CHKD BY; ---CDP 14-05 XXXX REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: DESIGNER OF WORK
"FF''
•
FINISH GRADE/TOP OF MULCH
POP-UP SPRAY SPRINKLER:
PVC SCH 80 NIPPLE
(LENGTH AS REQUIRED)
PVC -SCH 40 ELL
PVC SCH 40 STREET ELL
PVC SCH 80 NIPPLE
(LENGTH AS REQUIRED)
PVC SCH 40 STREET ELL
PVC LATERAL PIPE
PVC SCH 40 TEE OR ELL
E POP-UP BUBBLER
IRRIGATION SPECIFICATIONS
INSTALL ALL MATERIALS TO COMPLY Will-I LOCAL CODES AND ORDINANCES.
VERIFY PRESSURE SHOWN PRIOR TO BEGINNING OF CONSTRUCTION.
VERIFICATION: AUL SCALED DIMENSIONS ARE APPROXIMATE. BEFORE
PROCEEDING WITH ANY WORK, TI-IE CONTRACTOR SHALL CAREFULLY CHECK AND
VERIFY ALL DIMENSIONS. LOCATIONS OF VALVES AND VACUUM BREAKERS SHALL
BE AS INDICATED ON TI-IE DRAWINGS. ANY OEVIA TION FROM THE PLAN MUST
HAVE TI-IE APPROVAL OF THE LANDSCAPE ARCHITECT. LOCATION OF ALL
BACKFLOW AND CONTROLLERS SHALL BE APPROVED BY THE LANDSCAPE
ARCHITECT.
PERMIT AND FEES: TI-IE CONTRACTOR SHALL APPLY AND PAY FOR ALL
NECESSARY FEES AND PERMITS REQUIRED IM THE PURSUIT OF HIS WORK AS
REQUIRED BY GOVERNING CODES.
EXCAVATIONS; DEPTHS OF MINIMUM COVER UNLESS OTI-IERWISE SPECIFIED BELOW
FINISH GRADE.
1. MAIN LINE PRESSURE PLASTIC -18" MINIMUM COVER, 24" UNDER
PAVING, SAND BACKFILL.
2. QUICK COUPLER LINES -1-1/2" AND SMALLER MAIN LINE 16"
3. LATERAL SPRINKLER LINES -12" ; SAND BACKFILL UNDER PAVING.
4. CONTROL WIRING -18".
TI-IE IRRIGATION CONTRACTOR SHALL NOT WILLFULLY INSTALL SPRINKLER SYSTEMS
AS INDICATED ON TI-IE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD TI-IAT THERE
ARE UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES AND/OR DISCREPANCIES IN
AREA DIMENSIONS, UNTIL SUCH CONDITIONS ARE BROUGHT TO THE ATTENTION OF
THE LANDSCAPE ARCHITECT.
INSTALL ALL EQUIPMENT AND MATERIALS AS SHOWN IN DETAILS AND
SPECIFICATIONS.
ALL PIPING UNDER PAVED AREAS SHALL BE INSTALLED PRIOR TO PAVING, USE
PVC CLASS 315 FOR 2" AND LARGER AND PVC SCHEDULE 40 FOR 1-1/2" AND
SMALLER. PROVIDE SAND BACKFILL OVER PIPING CROSSING ANY ROADWAY OR
AC PAVING.
ALL PIPING BETWEEN WATER METER AND BACKFLOW PREVENTER SHALL BE PER
LOCAL CODE.
VALVE BOXES SHALL BE AMETEK #10-131-001 WITH AMETEK #10-131-007
COVER MARKED "IRRIGATION CONTROL VALVE."
INSTALL CONTROLLER AS CALLED FOR ON TI-IE DRAWINGS. OWNER SHALL
PROVIDE 110 VOLT SERVICE TO CONTROLLER. IRRIGATION CONTRACTOR SHALL
MAKE FINAL HOOK-UP TO CONTROLLER.
INSTALL 24 VOLT CONTROL WIRING ON #14 UF DIRECT BURIAL IRRIGATION WIRE.
USE BLACK FOR PILOT, USE WHITE FOR COMMON WIRE.
USE EPOXY TAPE CONNECTORS FOR SPLICING OF WIRES. BURY WIRES IN SAME
TRENCH AS MAIN LINE Will-I SIX 1" DIA. x 30" LINEAR EXPANSION COILS EVERY
100' AND AT VALVES. INSTALL WIRES IN PVC SLEEVE UNDER PAVING.
ADJUST RISER HEIGHT ON SHRUB POP-UP SPRAYS. SHRUB HEADS SHALL BE 2"
ABOVE GRADE ALONG PARKING AREAS, CURBS OR SIDEWALKS. HEIGHT OF HEAD
IN PLANTING AREAS SHALL BE 6" ABCVE GRADE. · INSTALL HEADS 6" FROM
WALKS OR WALLS.
ADJUST SPRINKLERS FOR REQUIRED COVERAGE. KEEP OVERTHROW AT A
MINIMUM, ADJUST PRESSURE OF SYSTEM TO AVOID 'FOGGING' OR OVERSPRAYING.
PERFORM A COVERAGE TEST UPON COMPLETION IN PRESENCE OF LANDSCAPE
ARCHITECT.
CONTRACTOR SHALL SUBMIT "AS-BUILT" DRAWINGS TO OWNER. LOCATE VALVES,
QUICK COUPLERS AND IWIAIN LINE LOCATION WITH DIMENSIONS FROIII THE
NEAREST PERMANENT POINT OF REFERENCE.
CONTRACTOR SHALL FURNISH THREE (3) QUICK COUPLING KEYS EQUIPPED Will-I
HOSE SWIVELS.
TESTS: ALL PRESSURE LINES SHALL BE TESTED PRIOR TO BACKFILL
OPERATIONS. CENTER LOAO PLASTIC PIPE WITH SMALL AMOUNT OF BACKFILL TO
PREVENT ARCHING AND Wi'flPPINC UNDER PRESSURE.
GUARANTEE: THE ENTIRE IRRIGATION SYSTEM SHALL BE GUARANTEED BY TI-IE
CONTRACTOR TO GIVE COMPLETE AND SATISFACTORY SERVICE AS TO MATERIAL
AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM TI-IE DA TE OF FINAL
ACCEPTANCE OF TI-IE WORK BY THE OWNER.
SHOULD ANY TROUBLE DEVELOP WITI-IIN TI-IE SPECIFIED GUARANTEE PERIOD,
WHICH IN TI-IE OPINION OF TI-IE OWNER IS DUE TO INFERIOR OR FAULTY MATERIAL
AND/OR WORKMANSHIP, THE TROUBLE SHALL BE CORRECTED, WITHOUT DELAY,
BY TI-IE CONTRACTOR TO THE SATISFACTION OF THE OWNER AND AT NO
EXPENSE TO TI-IE OWNER AS PART OF IBIS CONTRACT.
C: JRAWING f'IL[S lHLE Sl-!f:TTS Ci..S~-IP.JWG REV!S[D: 5/15/2012
NOTES:
FINISH GRADE
PVC SCH 40 ELL
PVC SCH 60 NIPPLE (LENGTH
AS REQUIRED, 1 OF 2)
30-INCH LINEAR LENGTH OF
WIRE, COILED
WATERPROOF CONNECTION:
RAIN BIRD SPLICE-1 (1 OF 2)
--ID TAG: RAIN BIRD YID SERIES
~---VALVE BOX WITH COVER:
~-PVC SCH 40 FEMALE ADAPTER
'----LATERAL PIPE
"---BRICK (1 OF 4)
'----3-INCH MINIMUM DEPTH OF
3/4-INCH WASHED GRAVEL
PVC SCH 60 NIPPLE '----CONTROL ZONE KIT:
~~011..tb lf~~T~O ~lef EN) :
PVC SCH 40 TEE OR ELL ~
PVC MAINLINE B I R
D
1. TO REPLACE INLINE WYE FILTERS. USE REPLACEMENT IIILTER
•
ELEMENTS RAIN BIRD l,IODELS RBY-150MX OR RBY-IWIX.
0
D DRIP VALV~ KIT C
/INOOOR WALL_)
CID
INSIDE FRONT COVER
0
F
CD RAIN BIRD ESP-SMT4i
· INSIDE WALL l,IOUNT
® 1 -INCH PVC SCH 40 CONDUIT
AND FITTINGS
0 WIRES TO REMOTE CONTROL
VALVES AND SENSOR
0 OPTIONAL IWIODULES FOR
13-STATION CONTROLLER
® CONMECTION FOR WIRES
FROM SENSOR
® 120 VAC, 60 HZ EXTERNAL
PLUG-IN TRANSFORMER
~
F
6
(INDOOR)
INSIDE CONTROi L ER CHASSJS
NOTE:
WIRE LENGTH FROM CONTROLLER
TO SENSOR NOT TO EXCEED 200
FEET.
CONTROLLER
,,---30-INCH LINEAR LENGTH OF WIRE,
COILED
,,--WATER PROOF CONNECTION
(1 OF 2)
.,--ID TAG
,,---VALVE BOX WITH COVER:
12-INCH SIZE
-----FINISH GRADE/TOP OF MULCH
,,--REMOTE COMTROL VALVE:
.,--PVC SCH BO NIPPLE (CLOSE)
,,---PVC SCH 40 ELL
,,--PVC SCH BO NIPPLE
(LENGTH AS REQUIRED)
~~~.,,,..,-~-BRICK (1 OF 4)
I""--",,. .----SCH 80 NIPPLE (2-INCH LENGTI-1,
HIDDEN) AND SCH 40 ELL
~-PVC MAINLINE PIPE
'--PVC SCH 40 TEE OR ELL
'--PVC SCH 40 MALE ADAPTER
'--PVC LATERAL PIPE
'--3.0-INCH MINIMUM DEPTH OF
3/4-INCH WASHED GRAVEL
NOTE:
.-------FINISHED GRADE IN TURF AREAS
.-----PLASTIC RECTANCULAR VALVE BOX WITH BOLT DOWN
COVER. USE STIIN\.ESS BOLT, NUT, ANO WASHER.
BOX TO BE Pl.ACEO AT RIGHT ANGLE TO HIIROSCIIPE
EOOE. HEAT 8RAII!) "BV" ONTO Lill.
.---BALL VM.VE, SEE LEGEND FOR SPECIFICATION
FINISHED GRACE
IN Sl1R\/8 AREAS
PRESSURE SUPPLY LINE
DEPTl1 AS PER SPECS.
'----SCH 80 PVC COUPLING
ANO T.O.E. NIPPLES
---BRICK SUPPORTS 4 REQ PER BOX
'--------SCH BO PVC UNION
~-------SCM BO PVC NIPPLES
~ov&6~!:£\ts
'-----------3/4" ROCK, 3 CUSIC FT. SfCD9N VJEW N..I ;s
,c~{P1(Dj~~~~~am:q•lll!'~' ====;~::~SUPPLY LINE
PL.AN YQ tfTS
BOX TO BE INSTALLEO AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE
INSTALL AT RIGHT ANGLE TO HARDSGAPE EOGE, INSTALL VM.VE OFF-CENTER IN BOX.
INSTALL VN..VE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE
INSTM.LATION AT MAIN LINE DEPTtl.
CONTROL VAL VE B BALL VALVE
G
H
~--TOP OF MULCH FOR ON-GRADE DRIP
~------COMPRESSION TEE
~--LANDSCAPE DRIPLINE TUBING:
TIE DOWN STAKE:
--FINISH GRADE
DRIP LINE
FINISH GRAD[--~
VALVE BOX
SEE SPECS.
LINE FLUSHING --
VALVE fL050Mf'V-1 -
. _! .. I
SEE
SPECS
PVC LATERAL
(OR EXHAUST
HEADER)
DRIP FLUSH VALVE
I
6"
LATERAL LINf--f--'-,<J ;;;
, / ,'
/ /
MAIN LINE 1/
OR SLEEY=----'-4'7"+-~ /
SLEEYE----''-,L.,"..+---r
CLEAN OR
SAND BACKFILi---✓
CONTROL WIRE---_/
RENCHING
/
I
I
I
I I L ____________ _
• N
i CDP14-05/AV 15-04/CDP 15-13
'
.---------REDUCED PRESSURE
BACKFLOW PREVENTER
--------COPPER MALE ADAPTER
(1 OF 2)
.-------COPPER UNION
(1 OF 2)
.,.--FINISH GRADE
'----COPPER FEMALE ADAPTER
'----COPPER PIPE FROM POINT-OF-CONNECTION ---PVC MALE ADAPTER
NOTE:
1. INSTALL BACKFLOW PREVENTER AS REQUIRED BY LOCAL CODES AND HEALTH
DEPARTMENT. VERIFY LOCAL REQUIREMENTS PRIOR TO INSTALLATION.
A BACKFLOW PREVENTER
---FINISH GRADE
12" min Spray
18" min Rotor
• N E
C:
E
l-o
a;)
Irrigation
13.3 Details
STUDIO
34202 Sepulveda Avenue
Copislrano Beach, CA 92624
pho 949 .248.5404
lex 949.240.9790
l!IIS DMWlltG AS Mi INS!RtlMm Of S£RVIC£S IS lllE PROPERTY Of 111£
!A!llll(Al'!WlllKf l!III IIW IIVI If ffl'IOll!ICfD 1W ID FCilil WllHOtrT
Ill£ Wl);cAfE Altll!Tftrs lllffiEII PERMISSION Aftll UNLESS THE
R£!'ROf11Kffl1!1 (ffllES lllE ~ AiCltt1ECfS NIIMI. All DESIG!I
All') Offl l!lfllB1lOII S!\'01ffl Ill! 111£ Mltlli ARE FOi! 1ll£ SOLE ll'IE
Of 1llE Sl'Wfl!D mJR1 011.T i\!IO SHAU IIOT 8E OTffElffllSE USEO
lfflffillll Tllf Emffi PRIOR IRITTEN l'HlillSSlllll OF THE lAIIDSCAPE
AROIITTCT.
WRITTEN ll!MENSION SHAU HAVE l'REUD!:NCE OYER SCALED DIMENSION.
COIi=~ SIIAU l'!ilfY A/10 BE RESPONSIBLE FOR All Dll!ENSIOIIS AIID . llll lftE JOB. l1!E ~ ARClllT!CTII TO BE IRFORlilED
OF /lllY VA!IAlllJIIS FD 1ll£ DlfflEIIS!UIS A/10 (OIIOITIONS SltllWII ON
1ll£ DMWIIIGS. UISTIIIG (O!ID1T!OMS MIO !JJCAllONS OF lllllmES HAYE
IIOT B£Ell YEmfltD lll9£PEND!l!Tl.Y. IT SHAil BE THE R£SPONS1WIY Of
lll£ CONTRACTDl!S) ffiORE BEG!MUIIG WORK TO DmRM!NE !111: EXACT
lOCA!l0N (If AU fA5E!IIOOSA!IO UIS!mG UlRITlES. THE CO!l!RAC!OR{Sl
SIIAl.l 1£ RE5!'lJllSIBlf FOR SHUR!llli All PERMITS AIID EIIGlNHR!NG
JruMKID lll!IUI r; IIOT!ftUUIIED 1ft 1ffB£ llWIIIIGS. Cm!, SJKUCMAI.,
MECMAlll(Al Ell\llMEllftG, GWlllG ANO DRAINAGE BY OTHERS.
SHOI' llMll'lffliS lil\lST II! SlltllllllEO TO ll!E I.AIIDICAPE ARCHITECT FOR
l!Fl!EWl!l'lm: rRUU:Ml\i ffl1ll FmlCATIUN.
TIIERtSA CI.Al!K lAIIDSCAPE Af!CllllHT
APPROVED fOR
/RR/GA T/ON AND PLANTING
ONLY, INCLUDING PRECISE
LOCA T/ON OP PLANTING
AREA.
"AS BUil T"
RCE __ _ EXP. ___ _ DATE
REVIEWED BY:
INSPECTOR DATE
08.04.14 2ND SUBl,IITTAL CDP REVIEW ~ CITY OF CARLSBAD
l---+----+-----------------1---1-----+---+---1 ~ PLANNING DIVISION
~ ~
.WATER EFRCIE1'{[ QRDINANGE CERTIFICATION $WEMENT
'i Al,(. f.Aof!LJ4R. wm-, .. TH£ REQU/REM(J,(T!J FOR l.ANO$CAP£ AND IRRJGATJON. Pl.At}$ CONTA/NfO . IN
"[H£ CITY OF CARI.Seltl)'s iM{)SCAP£ MAHWtl. /f/'/D. WltTER £fflC1£NT I..Afi{)Sct,pf.: RWliLATIONS, J
H,4.VE PRfPARfD THIS PLAN iN COMPLIANCE: WITH JHOSf Rf.GUt.ATIONS ANO JHf. LANDSCAPE
MA/I/UAL AiYO AGRF:f. TO COMPLY WITH ALL Rl:QU!RE:MENTS WHEN• SUBM/ffiNd CONSTRUCT/ON
DOCUMENTS. / CERTIFY THAT THE PLAN IMPLEMfNTS THOSE REGULAIJOIIS . TO PROV/Of· EFFICIENT
USE OF WATER"
. SIGNA~ p Kdtz ,~A~ 15
I
r:J r:J C7 (cl4cl) 855-G4 13 u n u n DD LANDSCAPE ARCHITECTURE FAX 1330•44G5
LJ LJ 230 I I Moulton Parkway \ PLANNING . RESEARCH
STAN SMITH ASSOCIATES Suite JI 2 • Laguna Hills, CA B2G53
LANDSCAPE IMPROVEMENT PLANS FOR:
Tierra del Oro Residence
5039 Tierra del Oro
Carlsbad, CA 92008
!----1----+-----------------t---t----t---+---f I A_P_P_R_o_v_E_D_: _______________ _
PLANNING
DWN BY: PROJECT NO. DRAWING NO.
DATE INITIAL
DESIGNER OF WORK REVISION DESCRIPTION
DATE INlTIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
CHKD BY: CDP 14-05 xxxx RVWD BY:
•
•
\
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UPPER LEYEL-HYDROZONES
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C: \DRAWING FILES\TITL.t': SH[[IS ,CLSB-IP.DWG RLViSFD: 5/15 2012
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Water Efficient Landscape Features
The proposed landscape design addresses aesthetic, practicality and water efficiency.
Planning and Design:
Plant palettes that respond to sauth and west exposures use low water and are salt
and wind tolerant.
Plant palettes for the north and east exposures take advantage of the soil moisture
preserved by the shaded and wind protected conditions.
Tre_es proposed in the west and south garden areas mitigate sun exposure and heat
gams.
Year round seasonal interest is provided by the plant palette that spans between
succulents/woody shrubs/perennials
Soil Analysis:
Soil samples will be taken upon completion of the site demolition and site grading to
determine amendments for specific garden area palettes.
The planting specifications outline the application of amendments, fertilizers and mulch
to condition the soil.
Appropriate Plant Selection:
West-plant palette is salt and wind tolerant, requires minimal water . to eliminate runoff
flow. East -full and partial shade loving plant material selected to provide a cooling
micraclimote and fragrance in the wind protected courtyard.
North-Shade loving plant palette adjacent to house selected to address slope
conditions and provide fragrance while full sun and wind tolerant plants selected for the
existin9 raised planter to provide privacy.
South -Full sun and wind tolerant Plant palette selected to provide privacy and
visual/aromatic aesthetic from window views.
Plant palettes for each garden area have similar water requirements. Plants that require
moderate water are proposed for the north and east garden areas. The architectural
structure and trees are used to reduce evaporation from the planting beds. The
installation spacin9 described for each plant type allows the plants to obtain mature
size and botanical character. Trimmin9 will be to maintain horticultural health.
Practical T urfgrass Areas:
A singular use of lawn is proposed for the west garden. The type of grass is
Paspallum which uses 40% less water than a Marathon II Fescue. The lawn area also
functions as an area to filter storm run-off from adjacent pa't'ing areas.
Efficient Irrigation:
The irrigation system will be programmed to water in evening or early morning. Routine
maintenance of the irri9ation system will ensure: proper run times for each season, to
be infrequent/deep watering, to eliminate runoff, low head drainage and overspray
conditions.
Use of Mulches:
A 3" layer of organic mulch will be used in all plant beds to keep roots cool, m1n1m1ze
erosion, reduce weed growth. As the mulch decomposes, it will be cultivated into the
plant bed to condition the soil.
Appropriate Maintenance:
A maintenance program will address will establish a botanically healthy garden from
installation through continued maturity. Routine pruning, organic fertilization, soil
cultivation and irrigation inspection will ensure the longevity of this proposed garden.
f,?' {;? ,; " RO'.;£[; c:J//!3 P{i~ S,R,'1 ;; .. .-..-:. T{Pf: A
W/ f.5' or #/!;Ti-! !O ----¼1ct;1 n,<,;r.1yt; ;:uM
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ALL IRRIGATION WATER SUPPL r
IS FROM EXISTING POTABLE
WATER SOURCE
HYDROZONE LEGEND
HYDROZONE 1 -3340 S.F.
LOW WATER USE SHRUBS
DRIP IRRIGATION
HYDROZONE 2 -190 S.F.
SiONL
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f'ROJi::.,.~,-4 ;, t-m::
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LOW WATER USE TREES/SHRUBS
BUBBLER /RR/GA T/ON
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HYDROZONE 3 -309 S.F.
WATER FEATURE
\
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WAID' fffiG/fl/T ORJJINANC£ cttmf1CATIO('I STA1£ht£Nr
20
~w -0 20 40 60
____ liiiiiiiiiiiiiiiiiiiiiiiii:11~~~~~~~1
SCALE: 1 "=20'
1 .AM FAM/UAR WITH 1/it; · REQU/Rt;Mt;NTS. FOR LANDSCAPE AND /RR/CATION PLANS CONTAINED IN
THE crrr OF CARLSBAD'S f.ANDSCAPE MANUAL AND' WATER EFFICIENT LANDSCAPE REGULATIONS. J
,HAVE PREPARED THIS PLAN IN COMPL.IANCE Wf[H maSE REGULATIONS AND TH£ LANDSCAPE:
MANUAL AND AGRE:£ TO .COMPLY WITH ALL REQUIREMENTS WHEN SUBMITTING CONSTRUCTION
DOCUMENTS. ·.• I CfRTIF'( 1/iAT THI; PLAN IMPL£MENJS• THOSE REGULATIONS TO PROVIDE EFr/ClfNr US£ OF WATER" . .
S/GNATU
12-2-15
DAT£ ?h./ Jk s:dzs
'
.,
'
'
WELO WORKSHEETS
LANDSCAPE MANUAL
APPENDIXE
P-25(C)
Development Services
Planning Plvisiun.
1635 Faraday Avenue
(760) 602-4fil0
www.cartsbadt.a.gg-v
Water Efficient Landscape Worksheet
ThiS worksheet is filled 0\11. by the project applicant and tt iS. a required element of the
Landscape Documentation Pacl\age.
HYDROZONE INFORMATION TABLE
Please complete the hydrozone lable(s) for each hydrozone. Use as many tables as necessary
to provide the square f001ase of landscape area per hydrozone.
Controller Hydroi:one• Zone Irrigation Plant Hydrozone %of Total
# or lllethod'"' Type/Fm:tor-Area (Sq. Ft.) Llindscitped
Valve IP F Area
A < ' 7
• "" ,. '
' . . J ., " ' . . .
,. .. ~
..
' .. ' ,,
I
' i
j . .... ····~~ . . .....
,.
. ..
.
..
Total ' 100%
•Hydrozone "'Irrigation Method
MS "Micro-spray
S=Sp,ay
"'"'Plant Facb>ifrom W!JCOLS III or
list es water/'88/ure n appropriate VLW-Ve,y Low Waler Use Plams
LW. Low Water Use Pfanm
MW -Moderate Water Use PisnfS'
HW -High Water Use Plants
R ~ RCTlor
B=Bitbbler
D=D,tp
O=Other
Mai<imum Applied Water Allowance
A landscape project subject to the Water Efficient Landscape Ordinance shall Include the
MAWA for the plans, including the ca!culaUQJls U$8Q to determine the MAWA A landscape
proje<;i shall not exceed the MAWA. The MAWA fOr a~ projeet shall be determined by
the following equation:
MAWA" (eTol(0,62)£(0.7 x LAI+ (0.3 X SJ.Ali
The abl:Jrevlations used fr, /he equatJon hi'!Ve the f'ollowing meanings;
MAWA Maximwm Applied Water ~.ance in gallon$ per year,
ETD Evapotranspiration in inches per year.
0.62 C0nversi0n factor. to gallons per sqirare foot.
• . 45 ET adjustment factor (ET AF} for plant factors and irrigation efficiency,
LA Landscaped area includes special landscaped area in square feel o.s The additional ET adjustment factor fQr a special landscaped area (1.0 -.0.7 =
0,3)
SLA Special landscaped area iO square feet.
Show Calculatlo!l:
( 40)(0. 62)(0.45)(3843) 42,887.88
Maxlmwn Applied Water Allowance: _4_2'"',_8_8 __ 8--. _____ gallons per year
13.4
CDP14-05/AV 15-04/CDP 15--13
· Hydrozone Table for Calculating ETWU
Please tomplete the hydrozone table(s). Use as many tables as necessary.
CITY OF C:ARI..SIMD ESTIMATED TOTAL WATER USE ETWO
Hydrozone Ntim!>er {1-5 wifh SI.A Zone Below cc use as many
tables
Process,
Step No. 1 2; C3 ·· sul:
Below
Evapotranspiration Rate 1 40 ETo•
conversion Factor 2 0,62
(Slep 1 x Step 2) 3 24.8
Plant Factor (PF)-
(From WUCOLS) (VLW 4
0,1-0.8 0.3 0.3 0.8
Area of Hydro,,one {sq, 5 3344 190 309 ft. HA
(Slep 4 X Step 5) , e 57 247
Irrigation Efficiency 7 .75 1.0 IE-
(Step 6 + step 7) a 1254 76 247
{Total All Step 8 +Total 9 1577 $1.A . ft. in st 5
(Step 3 x Step 9)
Estimated Total Water
Use in gallons per year
(ETWU) -Total shall not
39,109.6
exceedMAWA
ETo•
West of 1-5 = 40.0
East of t-5 and West of Ef Camino F«>al= 44.0
East of El Gamino Real= 47.0
,..IE
Micro-spray= .80
Spray=,55
RD/or= :70
Bubbler=.75
Drip= .80
Applicartt may provide a different Ero if supporlerJ;
by documenlal/Qn su//jeat to approval by the City
Plal1fling Division App/ican/ may provide a different II= if supporleii by
doc11mentatfon subject to approval by fhe·City
Plam1/ni &:llvislon (Turf ffl:I Landscdf)e Irrigation
Best Management Praciices, April 2005).
·• Plant Facto, & Walor tise
0.1 = VLW-Ve,y Low Water Use Plants
0.3 = LW -Low Water Use Pr<,nts
0.5 = MW -M<>clerate Water Use Plants
0.8 .= HW • High Water Uoo Plants
Conceptual Water
Conservation Plan
\ \Ston-cod2\Ngr,cy'sCAD\Residentiol\TIERRA DEL ORO\TCLA logo.tit
APPROVED FOR
/RR/GA TION ANO PLANTING
ONLY, INCLUDING PRECISE
LOCATION OF PLANTING
AREA.
"AS BUil T"
RCE __ _ EXP, ___ _ DATE
REVIEWED BY:
INSPECTOR DATE
08.04.14 2ND SUBMITTAL CDP REVIEW fSHEEl'l CITY OF CARLSBAD
l----+----+-----------------1---1----+---+---t ~ PLANNING DIVISION
~ ~
LANDSCAPE IMPROVEMENT PLANS FOR:
Tierra del Oro Residence
5039 Tierra del Oro
Carlsbad, CA 92008
l---+---+-----------------1---1---+---+---f I-A-PP_R_o_v_E_o_, ____________ ----
,PLANNING
DATE INITIAL
DESIGNER OF WORK REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
OWN BY:
CHKD BY: __ _
RVWD BY:
PROJECT NO.
CDP 14-05
DRAWING NO. xxxx
•
1 EAST ELEVATION
1/4" = 1 '-0"
-------------------------~ -;.;,_'.--:--: -
METAL DOORS
AND WINDOWS
FLAT CLAY TILE ROOF-'-
STUCCO
,, i'l
[
EXISTING RETAINING
WALLS AT PROPORTY
LINE TO REMAIN , , ' ,. . . .. .. . m~-~--c ,. -L ' .
_ ~l~'l
59' -10~ ~
HEIGHT
30' PITCHED ROOF HEIGHT LIMIT ----·---------------------------------·-------------
FLAT CLAY TILE ROOF---
' l ,~ ·.
,,,,,~,,==,,,, _____ n
i1 , t1>
61' -0 1/4"
~----GATE AND WALLS INCLUDED
IN VARIANCE APPLICATION
METAL WINDOWS
EXISTING RETAINING
WALLS AT PROPORTY
LINE TO REMAIN
~---PROPOSED GATE TO COMPLY
WI CMC 21-204, 100,C
~----PROPOSED AND
EXISTING GRADE
I CDP14-05/AV 15-04/CDP 15-131
Bedroom #3 Plate ---57' -2"
JJ~evel Plate
54' -4"
Bedroom #3 Level ---48'-2"
_J.Jpper Level
45' -3"
___ Gara~ Lev~
· 7'-9" \J
II
CONSISTENCY DETERMINAT .. ION .. EXtfIBIT .i ~R PROJECT No.m IS_-.2,.'f
I Date: 1'2.\trltC
Don Neu, City Planner
RECOMMENDED BY: .'.j;~~-Gritl_ __ ~
DATE, \'2\IS'\JS"'"
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Copyrighr l~land Art:hitech 2014
JOB#: 3200
DRAWN BY, Amho,
PROJ. MGR.· Checker
DATE: ISSUE:
02/1 l/l 5 1st Bld9. Submilkil
~-
REVISIONS
# DESCRIPTION I DATE
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02/11/15
.. ca.,..,_~U-r:p=pe.rj,.evel Plate __ _ _ ____ -1
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__________ _J
.. ca.,..,_~U~p=perJ,.e~
U 45'-3"
'-0,.,..,_--;M'"'aC"in Lev_el_
U 33'-1"
Basement Level ----221 -011
1 SOUTH ELEVATION
1/4" = 1'-0"
METAL DOORS AND WINDOWS-------
PLANTER/GREEN ROOF-,
42"H. GLASS GUARDRA,IL
--PROPOSED AND
EXISTING GRADE
STUCCO
I CDP14-05/AV 15-04/CDP 15-131
Bedro_o_m #3 :P~l=at='=e_ol"",,,I
57'-2" \J
Basement Lan"d ... in'"g"-----10-..i ----27' -3• Cl'
Existing Basement
Level ----231 -10"
•
ATION EXHIBIT
. ROJECT NO. CD\S·Z'-1
Date: 12\1s\\'5"
Don Neu, City Planner
RECOMMENDED BY: -"~"""'=-'-_,.tJ,,,o-'-;-'-c--1/~~'b __
DATE: !'2.\Js\lS°
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Copyright lslond A..:hitect, 2014
JOB#: 3200
DRAWN BY: Author
PR.OJ_ MGR.: Ched:ar
DATE: ISSUE:
02/11/15 l.tBldg.Submittol
REVISIONS
• DESCRIPTION DATE
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02/11/15
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------·-·--------. •. -----~:------------~-~'.~------
i..Oi-,....-=B=ed,,,room_#_3 _Plate
U 57'-2"
1,,0,l'",-----:Bcca='s=ement Landing U 27'-3" -----
1 1/4"= 1'-0"
NORTH ELEVATION
FLAT CLAY TILE ROOF--
.;,·'.,1· 1----------+t~J<
1----,-------<~._·,X ,,
1----------+· l:il) r-----rt
STUCCO
~-------:--.. __
--------....-....... .. ___ ,
-.......;.;...... ,,• ----------LINE OF FLAT ROOF BEYOND
61' -0 1/4"
RIDGE
HEIGHT
PROPOSED GRADE
EXISTING GRADE
----------------------------
RIDGE
HEIGHT
-
59'·10"
CHIMNEY
HEIGHT
CHIMNEY PROTRUSION ABOVE HEIGHT LIMIT
PER MUNICIPAL CODE SECTION: 21.46.020
59' -10"
CHIMNEY
HEIGHT
I CDP14-05/AV 15-04/CDP 15-131
FLAT CLAY TILE ROOF
ARCHITECTURAL FEATURE: PROTRUSION ABOVE HEIGHT LIMIT
+-_PER MUNICIPAL CODE SECTION: 21.46.020 ___ _
_ __ _ __ _ __ _ UppBr Level Plate IC\
54'-4"\J
--PLANTER/GREEN ROOF
+42"H. GLASS GUARDRAIL
~Level.:-,
45'-3"'-J
""Basement Level
22' -0"
"
CONSISTENCY DETERMINATION EXHIBIT n _ FJR PROJECT NO. CD_l_S'-2.~
~ /{,.«_ Date: 1'2.\tS:(~
Don Neu, City Planner
RECOMMENDED BY: :t.w~ @
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REVISIONS
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48' -2"
CONSISTENCY DETERMINATION EXHIBIT kt zt"PRo.1EcTNo. CD1s..z..-\
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RECOMMENDED BY: _J~~-c.c~
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Copyrighl Island Architecra 2015
JOB#, 3200
PRAWN BY: Author
PROJ. MGR.: Checker
DATE: ISSUE:
10/14/15 CDP
REVISIONS
,, DESCRIPTION I DATE
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PROJECT INFORMATION
OWNER LEGAL DESCRIPTION
Tierra Del Oro, LLC. Lot 8 of Map 3052
P.O. Box906
Rancho Santa Fe, CA 92067
SITE ADDRESS GROSS SITE AREA
26,600 sf I .61 acre
BUILDING HEIGHT:
29' 7"
5039 Tierra Del Oro
Carlsbad, CA 92008 PARKING REQUIREMENTS
NUMBER OF STORIES:
2 stories
2 spaces for main dwelling A.P.N.
210-020-08
1 spa,;e for second dwelling unit
ZONE
R-1
SCOPE OF WORK
YEAR EXIST. RES.
CONSTRUCTED
1959
DEMOLISH 3,056 SF SINGLE FAMILY RESIDENCE AND BASEMENT REMODEL AND CONNECT EXISTING
528 SF GARAGE/432 SF LIVING AREA TO PROPOSED 5,033 SF TWO STORY SINGLE FAMILY RESIDENCE
WITH 3,275 SF BASEMENT, 537 SF ATTACHED SECOND DWELLING UNIT AND RELATED SITE
IMPROVEMENTS INCLUDING NEW SWIMMING POOL
CONSULTANTS
ARCHITECTS
TONY CRISAFI, DREXEL PATTERSON
ISLAND ARCHITECTS
7626 HERSCHEL AVENUE
LA JOLLA, CALIFORNIA 92037
PH. (858) 459-9291
FAX (858) 456-0351
JOB CAPTAIN -MICHELLE MEADE
LANDSCAPE ARCHITECT
THERESA CLARK, LANDSCAPE ARCHITECT
34202 SEPULVEDA AVE.
CAPISTRANO BEACH, CALIFORNIA 92624
PH. (949) 248-5404
FAX (949) 240-9790
CONTRACTOR
THOMAS TAYLOR CONSTRUCTION
THOMAS TAYLOR
8189 CENTER ST.
LA MESA, CALIFORNIA 91941
PH. (619) 466-1000
FAX (619) 466-1074
C: DRAWiNG F--IL[S TIU~ SHEUS C_SB-·IP.JWG REV!SE-.0: 5/15/2012
CIVIL ENGINEER
COFFEY ENGINEERING, INC.
JOHN COFFEY
10660 SCRIPPS RANCH BLVD., STE. 102
SAN DIEGO, CA 92131-1077
PH. (858) 831-0111
FAX (858) 831-1077
PROJECT MANAGER -
FELICIANO RODR)GUEZ
SOILS ENGINEER
GEOTECHNICAL EXPLORATION, INC.
LESLIE REED, PRESIDENT
7420 TRADE ST.
SAN DIEGO, CALIFORNIA 92121
PH. (858) 549-7222
FAX (858) 549-1604
PROJECT MANAGER -DON VAUGHN
SURVEYOR
PASCO LARET SUITER & ASSOCIATES
JOE YUHAS
535 N COAST HIGHWAY 101 Ste A
SOLANA BEACH, CA 92075
PH. 858.259.8212
FAX 858.259.4812
I
Ierra
VICINITY MAP
CITY OF OCEANSIDE
HIGHWAY ?a
5039 Tierra
Carlsbad, CA
I
051
del Oro
92008
LOCATION MAP
ence
I CDP 14-05/AV 15-04/CDP 15-13
I ~-----·······-----------
DRAWING INDEX:
I Sheet # I TCLA I
. Sheet# Sheet Name
16 L 1.0 Title Sheet
17 L 1.1 Material Layout Plan -Upper Level
18 L 1.2 Material Layout Plan -Lower Level
19 L 1.3 Hardscape Details
20 L 1.4 Hardscape Details
21 L 1.5 Hardscape Specifications
22 L2.1 Planting Plan -Upper Level
23 L2.2 Planting Plan -Lower Level
24 L2.3 Plantiing Details
25 L2.4 Planting Specifications
26 L3.1 Irrigation Plan -Upper Level
27 L3.2 Irrigation Plan -Lower Level
28 L3.3 Irrigation Details
29 L3.4 Conceptual Water Conservation Plan
30 L4.1 Lighting Plan -Upper Level
31 L4.2 Lighting Plan -Lower Level
CITY OF VISTA
PACIFIC
OCEAN
AVE
CITY OF ENCINITAS
KEY MAP
\
CITY OF
MARCOS
DI
SITE
PACIFIC
OCEAN
FOR UPPER LEVEL
REFER TO SHEETS
2, 6 , 1 0, AND 14.
1 "=50' ·· O"
NO[ TO
SCALE
,,
DECLARATION OF RESPONSIBLE CHARGE:
I HEREBY DECLARE THAT I AM TH[ LIC[NSED DfSIGN[R OF WORK FOR THIS PROJECT, THAT I
HA Vf EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFIN[D IN
SECTION 6703 OF TH[ BUS/N[SS AND PROFfSSIONS COO[ AND THAT TH[ DESIGN IS
CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT TH[ CHECK OF PROJECT DRAWINGS AND SPECIF/CATIONS BY TH[
CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED
TO A REVIEW ONLY AND DO[S NOT RELIEVE ME, AS THE LICENSED D[S/GNER OF WORK, OF
MY RESPONSIBILIT/[S FOR PROJECT DESIGN.
THESE PLANS HA VE BE[N PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED
LANDSCAPE CONCEPT PLAN, WATER CONSfRVA TION PLAN, FIR[ PROTECTION PLAN, AND ALL
CONDITIONS OF APPROVAL RELATED TO NDSCAPING.
BY:
PHONE NO: ( 949 ) 248-5404
REGISTRATION NO: 3327 EXP/RATION DA TE: 6-30-16
WATER EFFICIENT LANDSCAPE DECLARATION:
I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF
CARLSBAD'S LANDSCAPE MANUAL & WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS
PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL. I CERTIFY THAT THE PLAN
IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER.
BY: ~!~ .CtJ:s .... · .· .. ~ .
-·~-'
PHONE NO: ( 949 ) ~8~55~-~64~1~3 ________ _
REGIS TR AT/ON NO: 1833 fXP/RA T/ON DA TE: 2-28-17
BACKFLOW PREVENTER TESTING:
ALL /RR/GA TION BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE
GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METER AND
BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER".
APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON THE CITY WEB SITE AT:
HTTP: //WWW CARLSBADCA. GOV/SERVICES/DEPARTMENTS/WATER/DOCUMENTS/
RECYCLED WA TERBACKFLOWTESTERLIST.PDF FOR RECYCLED OR
HTTP: //WWWCARLSBADCA. GOV /SERVICES/DEPARTMENTS/WATER/DOCUMENTS/
WA TERBACKFLOWTESTERLIST.PDF FOR POTABLE OR CALL (760) 438-2722.
INSPECTION PROCEDURES:
INSPEC110N PROCEDURES: INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE
ARCHITECT OF WORK, OR HIS DESIGNA TEO AGENT. REFER TO THE SPECIF/CA T/ONS FOR THE SCHEDULE OF
REQUIRED INSP[CT/ONS ANO REQUIRED SUBMITTALS. FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE
ARCHITECT OF THE WORK WILL CERTIFY THAT THE INSTALLATION HAS BEEN COMPLETED BY SUBMITTING THE
"CERT/FICA TION OF COMPLETION" FORM. A REQU[ST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY
MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST LINE.
"CERT/FICA T/ON OF COMPLETION" FORM FAX TO: (760) 944-8943.
LANDSCAPE INSPECTION REQUEST PHONE LINE: (760) 602-4602.
PRIOR TO BEGINNING LANDSCAPE WORK:
THE CONTRACTOR SHALL CONTACT THE DESIGNER OF WORK PRIOR TO BEGINNING LANDSCAPE WORK AND THE
DESIGNfR OF WORK SHALL REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO
FULLY SCREEN ALL UTILITIES FROM VIEW ANO PROTECT ALL UTILITIES (ABOVE & BELOW GRADE) FROM
INVASIVE PLANT GROWTH AND ROOTS.
STUDIO
34202 Sepulveda Avenue
Capis11Cffl() h:tch, CA 92624
pho 949.248.5404
fax 949.240.9790
THIS DRAWlffll AS AN lllS!RtlMOO Of SERY!CES IS THE PROPfilY Of THE
!Allll5CAff llOfflID All!! MM NOT BE REPRflOU(fl) IN ANY FORM WllHOUT
11IE lAfflOO\l'E l!IICl!ITECT'S WRlffiN PERMISSION Al!O l/!ILESS THE
R!l'ROOIICTlO!I (Amt$ THE l.AIIOSCAl'E ARCHIIECT'S MAME. All DESIGN
Allll OTHER lfffOWillON SNOWM ON THE lllJWING Alf FOR THE stllf USE
Of TNE Sl'EClfllll PIOJKT ONtY AND SHALL NOT BE O!HERl\'IS! USED
lfllll1)1JTTH[ OO'RESS Pl!Ot WRlfilN l'EKMISS!ON Of TIIE LANDSCAPE
ARCl!lltCT.
WRITTEN DIMENSION SHALL HAVE PRECEDENCE OVER SCALED DIMENSION. (OfflAaOR{Sl SllAU. ffllfY AIID BE RESPONSIBLE FOR All OIMEIISIOHS
Affll COIIDITIO!IS 01I TllE !09. THE I.AlroSu\l'EAl!Cttlll'CTIS 10 BE INfORJo\ID
Of All'! Ylll!IAlffi fllllll !HE DIMOOIOIIS AND CONDITTOIIS SHOWN ON THE !JRAWfflGS. OOSTING COIIOIIIOIIS ANO lOCA1l!l11S Of IITILITTES HAVE
IWf BEEN VER!flEO lllll£1'£11l!lmY. IT ll!All BE TII£ RESPIJlll!B!LllY Of
TIit (OfflACTORIS) J!FOIIE BEGllffill!G wan TO DElfRIIIIWE THE [l(,l(T
LIKi\lrol! llf Ali ~ ANO EXISTl!lG IJT!IITIES. lll! CO!ITR,\CTOR(Sl
S!IAU. 111 IIESl'lJ!MlE fQl Sffifl!NG All l'EKWIIJS MID EJl\,!l'l!f.llliti
Rf!Mlf!lj ll!IKll 5 lll!l fflrulllEll l!I Tl!£Sf llf,A'ffil!GS. (1¥11, muCTIIKAI.,
11\ECIIMIICAl EftGtftEERING, GllAPING MIO OAAINAGE llY OTHERS.
SHOf DMWINGS MUST BE stl8MJTTEO TO lHE tAIIDSCAH AROIITTCT FOR
REl'l!ll BEl'UR!: l'll)(fEDlffii Wlffl FAmCAllOII.
THERESA Cl.ARK UHDSCAPE AROlllECT
APPROVED FOR
!RR/GA TION AND PLANTING
ONLY, INCLUDING PRECISE
LOCATION OF PLANTING
AREA.
"AS BUil T"
RCE __ _ EXP ____ _ DATE
REVIEWED BY: (l ;;:~~~~. N~cn°1W!1~ .. ll!IT 11.0 Title Sheet INSPECTOR DATE _L~ oate,J2.\1s1·-1.-----,---.--------------~--,----,,-----,--r----------------i Don Neu, Cl<y Phmocr · ~ lf-'08c.:..c.:.04.::..1_4+---+-2N.:.D_S--U_Blwl_lT __ T_cAL:...C_;_D_P_R_EVI_E_W ________ t-----j----t----i-----, ~ ~ RECOMMUNDE\)BY:.:J~.Q,.&t... ~ 11.14.14 3RD SUBMITTAL CDP REVIEW
OATit:•.12.\IS\IS""' 02.10.15 4TH SUBMITTAL CDP REVIEW
DSCAp,._
CA · '-:</. ~ ~ ~
04.06.15 5TH SUBMITTAL CDP REVIEW
CITY OF CARLSBAD
6 PLANNING DIVISION 1
LANDSCAPE IMPROVEMENT PLANS FOR:
Tierra del Oro Residence
5039 Tierra del Oro
Carlsbad, CA 92008 RT
DIAL TOLL FREE
1-800-422-4133
AT LEAST TWO DAYS
BEFORE YOU DIG
_. .... 1fTI
(")
-I 1----+---+----------------i-----+---+----r-----t 1-A-P-PR_o_v_E_D_: -----------
_PLANNING ----
DATE INITIAL
REVISION DESCRIPTION
DA TE INITIAL DA TE INITIAL
DWN BY: __ _
CHKD BY: __ _
RVWD BY:
PROJECT NO.
CDP 14-05
DRAWING NO. xxxx UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA DESIGNER OF WORK Ex iration Date: 6.30.20]6 OTHER APPROVAL CITY APPROVAL
\
PROPOSED PAVING
SYM
A
B
C
D
E
F
G
H
I
J
K
L
M
N
0
ITEM
FRONT GARDEN PERMEABLE
DRIVEWAY IMPERMEABLE
ENTRY WALK IMPERMEABLE
GUEST WALK (SANDSET} PERMEABLE
GUEST PATIO PERMEABLE
COURTYARD
GARDEN PATH
GUEST GARDEN
ENTRY FOUNTAIN
SERVICE ACCESS
BALCONY
BEACH ACCESS
BEACH TERRACE
POOL COPING
SUN PATIO
IMPERMEABLE
PERMEABLE
PERMEABLE
IMPERMEABLE
IMPERMEABLE
IMPERMEABLE
PERMEABLE
IMPERMEABLE
IMPERMEABLE
IMPERMEABLE
PERMEABLE
MATERIAi / cm OR
COBBLE / AUTUMN
COBBLE /AUTUMN
CUTSTONE /LIMESTONE
RANDOM STONE /SANDSET /SEBASTIAN
RANDOM STONE /SEBASTIAN
CUTSTONE /CREMA MARFIL
COBBLE / AUTUMN
DECOMPOSED GRANITE /CA GOLD
CONCRETE
COLOR CONCRETE /SAN DIEGO BUFF
RANDOM STONE /SANDSET /SEBASTIAN
CUTSTONE /CREMA MARFIL
CUTSTONE /CREMA MARFIL
CUTSTONE /CREMA MARFIL
SAND /WHITE Q
s
BEACH GARDEN
POOL INTERIOR IMPERMEABLE HYDRAZZO /FRENCH GREY
C: DRAWING FIL[S iHLE SHEJ::TS CLSB--IP.DWG R[V1SEO: 5 15 2012
FINISH
NATURAL
NATURAL
NATURAL
NATURAL
NATURAL
NATURAL
NATURAL
NATURAL
NATURAL
RETARDANT
NATURAL
NATURAL
NATURAL
NATURAL
NATURAL
SMOOTH
SOURCE
MBS
MBS
MBS
MBS
MBS
COOR
MBS
KRC
KRC
DAVIS
MBS
COOR
COOR
COOR
AQ
PROPOSED VERTICAL ELEi.lENTS
SYM ITEM
AA ENTRY PIVOT GA TE
BB SERVICE GA TE
cc
DD
EE
FF
GG
HH
II
JJ
MM
NN
00
pp
QQ
RR
ss
TT
uu
vv
WW xx
GUEST GATE
COURTYARD BENCH
GUEST STAIR
GUEST RAILING
GUEST BENCH
GUEST PRIVACY WALL
PLANTER WALL
COURTYARD BBQ
GUEST ARBOR
ARBOR BASE
POOL WATERLINE TILE
VINE SCREEN 6'H
SUN TERRACE BAND
ACCENT PAVING
WOOD EDGE
EXISTING WIND SCREEN
BARBECUE AND COUNTER
SAFETY FENCE (5' HGT.}
SAFETY GATE (5' HGT.)
PROPERTY LINE FENCE (6' HGT.)
MATERIAi 7 cm OR
WOOD /MATCH ARCH. TRIM
IRON /OIL RUBBED BRONZE
WOOD /MATCH ARCH. TRIM
IPE /NATURAL
CUTSTONE /CREMA MARFIL
IRON /OIL RUBBED BRONZE
IPE /NATURAL
CMU, STUCCO /MATCH ARCH.
CMU, STONE VENEER /WINTERSET
CMU, STONE VENEER /WINTERSET
IRON /OIL RUBBED BRONZE
CUTSTONE /LIMESTONE
GLASS /OXYGEN
IRON /OIL RUBBED BRONZE
CUTSTONE /CREMA MARFIL
PEBBLE /1" BASE
LANDSCAPE TIE WOOD /NATURAL
TO REMAIN AND REPAIR /SEE DETAIL
SEE DETAIL
IRON /OIL RUBBED BRONZE
IRON /OIL RUBBED BRONZE
WOVEN WIRE/BLACK
FINISH
STAINED
PAINTED
STAINED
OILED
NATURAL
PAINTED
OILED
TBS
NATURAL
NATURAL
PAINTED
NATURAL
NATURAL
PAINTED
NATURAL
NATURAL
NATURAL
GF?AV!TY
6 SO!...iD
NATURAL/FULL COLOR
PAINTED
PAINTED
FLOW (!YP)
PHOPEF:IY
SOIJRCF
COOR
MBS
MBS
MBS
us
COOR
us
MBS
\ \
AQ
COOR
DAVIS
KRC
MBS
AQUAVATIONS
COORITALIA
DAVIS COLORS
KRC ROCK
\
\
\
\
MODERN BUILDER SUPPLY
71-;·· 7 ,./, . ./, ,,/
\
\
760.941.9100
650.637.1204
800.356.4848
800.572. 7625
760.591.4570
\
MAINTENANCE RESPONSIBILITY NOTE:
ALL LANDSCAPE AREAS WILL BE MAINTAINED
BY PRIVATE HOMEOWNER.
8 0 ~w tt711
8 16
SCALE: 1/8"=1 '0"
.32
'
1 CDP 14-05/AV 15-04/CDP 15-13
KEY MAP
s
\
T u D I
34202 Sepulveda Avenue
Capis1rc,no Beach, CA 92624
pho 949 .241!.5404
li:tx 949.2.40.9790
1: X NOT TO w SCALE
!
0
llllS JJAAWl!IG AS AH INSfRl!MtNT OF S!iYICES IS TilE PROPERTY Of TilE
lMllll(N'fJ\!ru!llECT Allll lMY lll1T BE Rfl'ROl)\J(fl) lfl ANY FOIM Wlll!OIJT
flt£ lAIIDSWE ARC!!ITECT'S ll'RlffiN PEIMlSSION AND UflESS THE Rel'lOIIIKTIOll cm!ES lift: I.MIOS{ld'E AR(lilllCT'S NAME. All DESIGN Allll OTl!!i l!lRlRMATION l!ICl'III ON TI1f JJAAW!IIG Alt! FOR TilE Slllf USE
Qf Tl!£ S!'EClfltD mm Olt\Y MO SHAll HOT BE OTHERWISE USED
lllTffllUT Tl!£ EXPRESS PRlOR WRITTEN PERMISSION Of THE LANDSCAPE
A«ClllltIT.
WRlffiN lllMEJISIDN ,HM.I. IIA\1£ PRECEDENCE OVER SCAlfD DIMEN~ON.
ClllliMrnll!SI SltAll 11m MIil BE RESl'DNSISU FOR Al.l l)IMf!IIIONS
MIil ~ Ill ffl!JQI. lllU.AlllW1'£ AKCHITECTIS TO Stlllfll!IMEll
Of Alff YllRIAllO!IS fRO!il THE ll1lllElf51DNS AIIO (OlllllllDNS 1110WN Dll
lliE IIMWllllii ~ffi C~ MID lO(AllONS Of IITllffiES HAY£
ROT 1!EB1 ffllflm l!IVmlOElffiY. IT SIIAl.l BE THE RESl'OOIBIUTY Of
TH£ COfflACTOll,J 11ffli!!E BrollffllNG WotK TO OETERIIIIIE THE EXACT
IDtATIOlt Of All ~ Allll EXISTING IITllffiES. Tl!E ClllffRACTORfSI
SIIA1l BE RESfOll51ffl.E flllt SECURl!l\l ALL PERMITS MO ENGIIIEERlflG
RflllflREO ll'HICII IS llll lllllilllEO lllTHEIE DIA'lffllGI. CM~ STRUCTURAL,
MECHANICAi. EftG111££RING, GRADING AND DRAINAGE BY OTHERS.
~ DRAWINGS MUST BE SUBMlffiD TO THE WfDSCAl'E ARCHITECT FOR
RfYIEW BEfOll' PHlltEEDfflG Wlll1 FAIIUCATION.
TltmSA Cl.ARK lANOSCAI'! ARCKITTCT
APPROVED FOR
/RR/GA T!ON ANO PLANTING
ONLY, INCLUDING PRECISE
LOCA T!ON OF PLANTING
AREA.
"AS BUil T"
us UNIQUE STONE IMPORTS 619.275.8300 RCF __ _ EXP. ___ _ DATE
OSC~p<:
6.JQ.20~
:::i
rri
0
11 .1
Material Layout
Upper Level
Plan REVIEWED BY:
INSPECTOR DATE
08.04.14 2ND SUBMITTAL CDP REVIEW ~ CITY OF CARLSBAD
l>--'1 -'1.-'1 4:'.c._,1 4'---J-----1---"-3'-'RD"-"S"U,_.B,,.M"-'IT_,_T'..'.AC"Lc___-,C"-DP'--'R"Ec.:V_clEc.:W.__ _________ -t----+---t----t----J ~ fsHill'sl ~ D2.10.15 411-1 SUBMITTAL CDP REv1EW PLANNING DIVISION
D4.06.15 511-1 SUBMITTAL CDP REv1EW LANDSCAPE IMPROVEMENT PLANS FOR:
Tierra del Oro Residence
5039 Tierra del Oro
Carlsbad, CA 92008
t====~t===j==============================~=====;====;====~===~ ~P-:,LA::::N:=N;:IN:=G===~========~=;::=====~
DWN BY: PROJECT NO. DRAWING NO.
I APPROVED:
DATE INITIAL OATE INITIAL OATE INITIAL
DESIGNER OF WORK Expiration Date: 6.30.2016
REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ~~~g ~~; --CDP 14-05 XXXX
\\ v''
HARDSCAPE LEGEND
PROPOSED PAVING
SYM
A
B
C
D
E
F
G
H
I
J
K
L
M
N
0
ITEM
FRONT GARDEN PERMEABLE
DRIVEWAY IMPERIIIEABLE
ENTRY WALK IMPERMEABLE
GUEST WALK (SANDSET) PERMEABLE
GUEST PATIO PERMEABLE
COURTYARD IMPERMEABLE
GARDEN PA TH PERMEABLE
GUEST GARDEN PERMEABLE
ENTRY FOUNTAIN IMPERMEABLE
SERVICE ACCESS IMPERIIIEABLE
BALCONY IMPERMEABLE
BEACH ACCESS PERMEABLE
BEACH TERRACE IIIIPERIIIEABLE
POOL COPING IMPERIIIEABLE
SUN PATIO IMPERIIIEABLE
PERMEABLE
MATERIAi 7 COi OR ' COBBLE /AUTUMN
COBBLE /AUTUMN
CUTSTONE /LIMESTONE
RANDOM STONE /SANDSET /SEBASTIAN
RANDOM STONE /SEBASTIAN
CUTSTONE /CREMA MARFIL
COBBLE / AUTUMN
DECOMPOSED GRANITE /CA GOLD
CONCRETE
COLOR CONCRETE /SAN DIEGO BUFF
RANDOM STONE /SANDSET /SEBASTIAN
CUTSTONE /CREMA IIIARFIL
CUTSTONE /CREMA MARFIL
CUTSTONE /CREMA MARFIL
SAND /WHITE Q
s
BEACH GARDEN
POOL INTERIOR IMPERMEABLE HYDRAZZO /FRENCH GREY
C: \0RA1MNG FILES\ Till[ SHE:]'.. IS CLSB IP .DWG RE\/lSED: 5 "1 5 2012
FINISH
NATURAL
NATURAL
NATURAL
NATURAL
NATURAL
NATURAL
NATURAL
NATURAL
NATURAL
RETARDANT
NATURAL
NATURAL
NATURAL
NATURAL
NATURAL
SMOOTH
SOURCE
IIIBS
MBS
MBS
MBS
MBS
COOR
MBS
KRC
KRC
DAVIS
MBS
COOR
COOR
COOR
AO
PROPOSED VERTICAL ELEMENTS
SYM I I EM
AA El'f!RY PIVOT GA TE
BB SERVICE GA TE
CC GUEST GATE
DD COURTYARD BENCH
EE GUEST STAIR
FF GUEST RAILING
GG GUEST BENCH
HH GUEST PRIVACY WALL
II PLANTER WALL
JJ COURTYARD BBQ
MM
NN
00
pp
QQ
RR
ss
TT
uu
w
WW
xx
GUEST ARBOR
ARBOR BASE
POOL WATERLINE TILE
VINE SCREEN 6'H
SUN TERRACE BAND
ACCENT PAVING
WOOD EDGE
EXISTING WIND SCREEN
BARBECUE AND COUNTER
SAFETY FENCE (5' HGT.)
SAFETY GATE (5' HGT.)
PROPERTY LINE FENCE (6' HGT.)
4 i, STORM DF<A!N FOF!CL" MAIN.
MA IERIAI Z crn oe
'ffOQD /Ill A TCH ARCH. TRIM
IRON /01L RUBBED BRONZE
WOOD /MATCH ARCH. TRIM
IPE /NATURAL
CUTSTONE /CREMA MARFIL
IRON /OIL RUBBED BRONZE
IPE /NATURAL
CMU, STUCCO /MATCH ARCH.
CMU, STONE VENEER /WINTERSET
CMU, STONE VENEER /WINTERSET
IRON /OIL RUBBED BRONZE
CUTSTONE /LIMESTONE
GLASS /OXYGEN
IRON /01L RVBSED BRONi:E
CUTSTONE /CREMA MARFll..
PEBBLE /1" BASE
LANDSCAPE TIE WOOD /NATURAL
TO REMAIN AND REPAIR /SEE DETAIL
SEE DETAIL
IRON /01L RUBBED BRONZE
IRON /OIL RUBBED BRONZE
WOVEN WIRE/BLACK
FINISH
STAOO::D
PAINTED
STAINED
OILED
NATURAL
PAINTED
OILED
TBS
NATURAL
NATURAL
PAINTED
NATURAL
NATURAL
PAINTED
NATURAL
NATURAL
NATURAL
NATURAL/FULL COLOR
PAINTED
PAINTED
7.5' SIDE
BUILDING
SETBACK
soQRCE
COOR
r5t··· 376
rw 4J.4
SW
AQ AQUAVATIONS 760.941.9100
COOR COORITALIA 650.637.1204
DAVIS DAVIS COLORS 800.356.4848
KRC KRC ROCK 800.572. 7625
MBS MODERN BUILDER SUPPLY 760.591.4570
\
\
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\
\
p:;,: % ~, • r ·~;
PEPVIOl
STONE
WALK
MAINTENANCE RESPONSIBILITY NOTE:
ALL LANDSCAPE AREAS WILL BE MAINTAINED
BY PRIVATE HOMEOWNER.
8 0 ~---8 16
SCALE: 1 /8"= 1 'O"
32
i
[CDP 14-05/~~15-04/CDP 15-13 7
KEY MAP
\
s T u D I
34202 Se!)\'lveda Avenue
Capmro,"' Beach, CA 92624
pho 949.248.54<).4
fQx 949.240.9790
X NOT TO 'o/ SCALE
0
THIS DMWl#G AS Ml INSl'RUMOO Of SERVICES IS lH£ PROPERTY OF lHE
lAftll5(Al'EARtfflTECTM!lftl\TfflS£ltmll!ICBll!IAK'fflltMWIIHOUT
Tfff iA!lllSUf£ Al!ll!ITT(f'S lfRITTEM l'HMISSKlN AND UftlESS THE lfflMCTlllft WW IN!. LAtl95CAl'E Ailllll£CT'S IIAM£. All llES16!1
Allll lllllR l!ltJll&MWll~Wll!IOlllllE BRAllllll, ilRE Filfl Tttf SOIEUSE
Of Tl!£ mclf!ED l'llll«T ORlT AllO WU. llOT BE OTHERWISE USED
fflTll1lUT TifE EmB~ Pllt1I. Wll1TEII l'ERMISSIOII Of THE lAIIDSCAl'E
AiCffilKf.
IVRlfilN lllMfllSIOII SHAU. HAVE l'RECEDEH(f OYER S{Al£D DIMENSION.
COIITlACTOR!Sl Sl!All mITT AIID B! RESPOIISIBl.f FOR AU OIMElfilONS
ANO COM\JITIOl!S OlllllE JOll. lHH/lllll'i(A!'E M!Oll1tCTISTO Bl:fflfOIIMEO
Of AfiY VmlllOllS FROM lH£ OIMENSWIIS AIIO COIIOITTOIIS SHOIVK OIi TH£ !ffl/t11111GS. Will!IG COllllll10NS Mm lOCAllOIIS OF lllllITTES HAVE
IIOT BEEN VEK!flfll lfflPl'Nfl!!ffiY. IT SHAU BE lH£ RfSPOll,IB!lllY OF
TIIE (OffTWTORlSJ won BEG!lffil!IG WORK TO DOOMl!IE lHE EXACT
lO<AllOII Of All OOiMm5 All!) !XISTIWG UTIUTIES. 111E (OIITIIACTOR{SI
S!!All l!f R!lfll!MU fill SECUlll!G All PERMITS AIIO EIWIMEllflG
ill:IIIJII® lffi1Qt IS ffliT IIIW.lllliO III rmt IMll!IGS. CIIII, STRUCIUIW.,
MECHAIIICAI. Elllffl£Ulllll, &WllftG AlO lltAIKAGE BY OTHERS.
SIM DMW1116S /MIST Bf ~ TO lHE I.AIIDSCAPE AROIITECT FOR mw ffllffl!: iiM.mJffi\, lfllll ~-
TfffRESA ClAitK LMIDS<Al'E ARCHllfCT
APPROVED FOR
!RR/GA TION AND PLANTING
ONLY, INCLUDING PRECISE
LOCA T!ON OF PLANTING
AREA.
"AS BU I LT"
RCE EXP. DATE
us UNIQUE STONE IMPORTS 619.275.8300 ,------c-:-'-=-=-""=::-:::==::::-7 .. ' . ~~~~tP!s~iBIT •. ~Xf'i~\oi\-"w~ ot. \\ "'-\.\\.\" Material Layout Plan REVIEWED BY:
MBS
MBS
MBS
us
COOR
us
MBS
N ◊. P'·-.. DatoJ'l\,d•-:::-.. 1, -:08:::-:.0-:4-:-.14,-,---,-:::2:-:'.ND::-::S:-:'.UB~M::-ITT=AL:-;:C;:;DP;-;;R;:;EVl-;;;E:;;W;----------r--r--r--r-7r;::==:::::::~~~~=::;::;:::::::::;;::::;;:;:::::;::;::::;::;;:::;-;::;:;~;;:: . ::~:~El).-·::,cJ"~ bJl ~r ··II--.!,"", .c1:,4!:_. ,~4+--+-~3Rc,D:2SUa!B!!!M":'ITT::':A~L'--:"CD,:,P~RE=-Vl=Ec!W:--_______ 7 ___ t-_--i:----t--,
DATE:12.\l°S:\15""' j~0~2:..!_,1~0-c.:15:..J-__ -l-.:':4TH."::'....:c:SU:'..'B~M'.'..!IT..'.:TA~L~CD:'.!.P~RE::..'.Vl.'.:Eo::W ________ --j---t----j:----t--,
L-r====~;;;~:;:=====tl-~0~4J;._□l§.6_.,11_5~t-=--=--=--=-i-=-l!5-TITH_i._:is_u~B~M~ITT~~AL~~c_□~P~_!!R-E~Vl~Es)'-Wl__-_-_-_-_-_-~_-_-_-_-_-_-_-_-_-_-t_-_-_-_-_-_tr---_-_-_-r_-_-_-_-_-_Jr---_-_-_11 LANDSCAPE IMPROVEMENT PLANS FOR: Tierra del Oro Residence
11.2 Lower Level INSPECTOR DATE
~ CITY OF CARLSBAD ~ PLANNING DIVISION 1 8
5039 Tierra del Oro
S:. Carlsbad, CA 92008
~
~,"JI~ I APPROVED:
1<. .!!;0:!, -i t=====j=====i===================================~======t====~~====~~====~ ~-P;::L:'A'::NN:::l~NG:::=======-~=========:;;:::::====::::'. <.flA,--..:.:;~=--,, OWN BY: -~-PROJECT NO. DRAWING NO. :<!?'. DATE INITIAL DATE INITIAL OATE INITIAL CHKD BY: ---CD 14 05 XXXX
DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVA,L RVWD BY: p -Expiration Date: 6.30.2016
\\ w ,,
. .
NOTE:
1. IRON FABRICATOR TO CONFIRM
ALL MEASUREMENTS IN FIELD.
2. IRON FABRICATOR TO PROVIDE
SHOP DRAWINGS FOR REVIEW BY
LANDSCAPE ARCHITECT PRIOR TO
MANUFACTURING.
3. IRON FABRICATOR TO SIZE ALL PIECES
F.G.
FOR STRUCTURAL STRENGTH, SIZES SHOWN
ARE A GUIOEUNE ONLY AND NOT MEANT TO
TAKE PRECEDENCE OVER SHOP DRAWINGS AND
STRUCTURAL D£Sl(.lN.
VINE SCREEN 1 0 SCALE: 1/4" = 1'-0"
STONE VENEER WALL-~
TW 24.18
AST IRON FINIAL.
TO BE SELECTED
" SQUARE TOP RAIL
TYPICAL WOVEN 1-1/2"X 3/16"
FLAT IRON BAR LATTICE
NOTE:
ALL COMPACTION, FOOTINGS,
AND REINFORCEMENT PER SOILS
REPORT AND STRUCTURAL ENGINEER
SLOPE 2% TO
SLOT DRAIN
" ROUND 'TWISTED'
POST. PROVIDE 'TWIST
TO POST IN HATCHED
AREAS, TYP.
-1/2" SQUARE BOTTOM
RAIL
CUT STONE COPING, TYP.
TC 22.33 12" 11·-o ..
FS 21.74--
l2"
STONE VENEER---,
(EG 22.0)
POOL SECTION 1 0 SCALE: 1/4" = 1'-0"
NOTES:
1. ALL COMPACTION, FOOTINGS,,
AND REINFORCEMENT PER SOILS
REPORT AND STRUCTURAL ENGINEER.
C: JRA.WlNG FILCS\ill"LE SHfflS C;_SB !P.DWG HfVISUJ: 5/75 2012
ELEVATION
6
SECTION
7
LANTED JOINTS
4" ANDOlil STONE
MIN
':-,-'!<-t----,N'vl'i')l111(,I l~-----,r--+--r,oNCRETE SUB BASE
1-,-,.-== I II l~=~-,,-.-:,,FllP-COMPACTED SAND BASE
+-'--~. 'I 111 11 . ™~lT I i-' • I') OlilPACTED SUBGRADE
I I~ 11~~~111l111 I 1Mffi111 ;; ~ITT~
1~,, ,ill~Jll~, ,!l!iijill1 I il)l,, ,ill. =
NOTE:
ALL COll1PACTION, FOOTINGS,
AND REINfORCEl,tENT PER SOILS
REPORT AND STRUCTURAL ENGINEER
STEPPING STONES
SCALE: 1-1/2" = 1'-0"
IN. PITCH TO DRAIN
OCK FACE FINISH
SECTION
EXPANSION JT., TYP.
DOWEL AND SLEEVE
ALTERNATIVE
ADJACE;NT PAVING
tSEE PLAN)
SETTING BED
_,,__..._,1'-=-o~• =M=IN.~t VERLAP STONE 1• TYP. , 1 r-MORTAR SETTING BED
f---ir----ir-fL-Hir'=~L...., I r-8LOCK STONE
. · .. ..., .
1'-0" 1111 · XPANSION JOINT TYP
ADJACENT PAVING
ATOP SETTING BED
(SEE PLAN)
~,: ..... "-..... '"--, •;•',:..•-•.;...,,-. ONCRETE BASE
', .. ' . ·. : · ... ' ·~. . •· -~='i'c;,-l/1.....-~---vOWEL AND SLEEVE
NOTE:
ALL COMPACTION, FOOTINGS,
AND REINFORCEMENT PER SOILS
REPORT AND STRUCTURAL ENGINEER.
STONE SLAB ST Al R
SCALE: 1" = 1'-0"
FG
-111 \\
\ \
111 ) !
f
I
HEADER·
SCALE: 3/4" = 1'-0"
STAKE
111
..... 4.. ALTERNATIVE
AGGREGATE BASE
OMPACTED SUBGRADE
SECTION
EADER (1"x4")
SECTION
RUSH STONE OR DECOMPOSED
GRANITE
OMPACTED 1/2" AGGREGATE
OMPACTED SUBGRADE
FG
• I')
• •
r-~'" GROUT JOINTS TYP.,
COi.OR TO MATCH STONE,
SPONGE S!IIOOTH
~-uUT STONE
ORTAR SETTING BED
ONCRETE BASE
OMPACTED AGGREGATE BASE
OMPACTED SUBGRADE
NOTES;
1. ALL COMPACTION, FOOTINGS,
AND REINFORCEMENT PER SOILS
REPORT AND STRUCTURAL
ENGINEER.
2 CUT STONE PAVING -PEDESTRIAN
SCALE: 1-1/2" = 1'-D"
FS
COBBLE PAVING
SCALE: 1-1 /2" = 1'-0"
NOTE:
ALL COMPACTION, FOOTINGS,
AND REINFORCEMENT PER SOILS
REPORT AND STRUCTURAL ENGINEER
NSlST. ENCYDETERl\f.lNiE~E~J.llllIT FO PROJECTNO. •;ct
~-1/2" GROUT JOINTS,
COi.OR TO MATCH STONE,
SPON'Q£ Sfl!OOTH
r---COBBLE PA VER
~-1w10RTAR SETTING BED
G
ONCRETE BASE
OMPACTED
AGGREGATE
OMPACTED
SUBGRADE
3/6" GROUT JOINTS, COLOR
SECTION
SECTION
TO 111ATCH STONE, SPONGE SMOOTH
ANDOM STONE
/2" MORTAR SETTING BED
ONCRETE SUB BASE
OMPACTED AGGREGATE
Ql,tPACTED SUBGRADE
SECTION
1
11.3
NOTE:
ALL COMPACTION, FOOTINGS,
AND REINFORCEMENT PER SOILS
REPORT AND STRUCTURAL ENGINEER
j CDP 14-05/AV i5-04/CDP 15-13 ·7
L~---························--------------------------. ----------------------·-······_j
3/16" SAW CUT JOINT
ATURAL COLOR CONCRETE
OMPACTED AGGREGATE
OMPACTED SUBGRADE
CONCRETE PAVING NATURAL
SCALE: 1-1/2" = 1'-0"
Hardscape
Details
SECTION
STUDIO
34202 Sepulveda Avenue
Cc,plstrano Beach, CA 92624
pho 949 .248.5404
fax 949.240.9790
IBIS llMWIIIG AS All INSTWMEIIT Of SERVICES I> IBE PROl'ERl'I Of lit£
lAMWEARCfllOO Mil MllY IIOT BE JtmOOO(El) Ill ID fffll lffllffllH
TttE l.lmCM'f AiCffITTCT'S l!RITTfN PERMISSION AIIO UlllESS THE
l!El'IWtlCTIOft Cffil!S 111E lAIIDSCAl'I ~IIIJECT'$ !WA£. All DESIGII
Allll arm lfff-OMll\l!ON 51100 OIIT!IE llftAWIIIG ARE FOR lltE SOLE USE
Of TIIE SPEClflfD PROJECT OlllY AIIO SHAU. NOT BE OTKfRlllSE USED
l!ITllfflllt[ EXPRESS fl!OR WIITIEN PERMISSION Of Tiff LANDSCAPE
AICllllRT.
WRlTIEJI ll!MEMSION SHAil HAVE PREC!DEMCE OVE!! SCALED DIMENSION.
{OliiPsACTOl{SI lttAll V!RlfY AIID llE RESl'ONSIBlf FOR All 0111\ENIIONS
AHll COfflllTIOl!!i OlllllE JOI!. 111El.AIIDSCAl'Eld!CHl1l:CTl5..TO BE lllfllRMEll
Of /ffl YA«Mllll!IS FROM JHE DIMENSIONS AHO CONDl1l0NS IHOWN ON
1l1t Mlffl». UISTlllG CO!IOl1l\lftS AIID lllCAllONS Of UTILITIES HAVE llllT ffi!I VEllRfO lllll!PEftll!ftTlY. IT SHAl.l BE 1l!£ RESl'OlflllllITT Of
1llE ClllltACTUilSl BUOR! lll:GIIIIIIIIG llll!ll( TO DET!WIE TlfE EXACT
wtAllilll Of All EA'S!MmS Allll !J!SllllG llllUIIES. TlfE COIIJRACTOR(SI
Ml. Bf RffflJIMU fill Sfmfl!G All PEOOS /illll ENGIIIEER!f«:
&lffl!lJ lfflKlt 5 IIOT l10.IJ!lED ffl 1!1£SE DMlllftGS. cm~ SJRIIOlfflN., MECll,\IIICAI. EftS111l:EtHro, GRADING AND DRAINAGE BY OIHfRS.
~p DMffll!liS M\IST BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR
mlfll BffW l'R«EElll!lt, WITll fABtlUllD!I.
THERESA Ct.ARK lAIIDSCA?E AIKHITTCT
APPROVED FOR
!RR/GA T/ON ANO PLANTING
ONLY, INCLUDING PRECISE
LOCATION OF PLANTING
AREA.
"AS BUil T"
RCE __ _ EXP. ___ _ DATE
REVIEWED BY:
INSPECTOR DATE --Date:\'2.115\is: P"°'oo"'iN"'eu-!,crc-.. ,;'~Plllnll::;!flf1'· • 11-0:..c8c:..0..:.4.1"-4+---+-=2c..ND:__:_SU:..cB..:.M..:.ITT ___ A.::_L _c_CD:__P..:.R.c:E ___ VIE---W _______ -+---+----t---+-----I ~ ~
RECO,MM, .. BN.PEPBY1 . •~. · 11.14.14 3RD SUBMITTAL CDP REVIEW g CITY OF CARLSBAD 1 C PLANNING DIVISION
PATE:,\ 02.10.15 4TH SUBMITTAL DP REVIEW ~==::'.-'============='..'.::::====:
NOTE:
ALL COMPACTION, FOOTINGS,
AND REINFORCE111ENT PER SOILS
REPORT AND STRUCTURAL ENGINEER
CRUSH STONE PAVING
SCALE: 1-1/2" = 1'-0"
L-1 =:::::::::::::==~~::::===::::::::==4~0~4.Q!06l,J.1!§.5+-_+_;i5'1]:THLSfilUl§!BMM!.ITTill!AL~Cg;D!E_P.BR~EVIAfEJ!.W _______ +--+---+--+-~ LANDSCAPE IMPROVEMENT PLANS FOR:
Tierra del Oro Residence
5039 Tierra del Oro
Carlsbad, CA 92008
SECTION
c~ :1 'Pc,
';";,· ~
V '.'.'.\ (.) N rr,
0
=.2016 -/
-1(. Renewal Date * t-----t---1------------------t----i----t-----i------i I-AP_P_R_o_v_ED_, ___________ ----
.PLANNING
DA TE INITIAL
DESIGNER OF WORK Expiration Date: 6.J0.20Hi
REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
OTHER APPROVAL Cl TY APPROVAL
DWN BY: __ _ PROJECT NO. DRAWING NO. CHKD BY: __ _
RVWD BY: CDP 14-05 xxxx
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Don Neu, City Planner
RECOMMEND:oA~:: rr=:DtC a~ Existing Basement -Demo 1/4" = l'-0"
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s,_;:;,;, -1:' JUL ~ \, ~'°''/ --,,,,,t-~o ""::-' ,,,,,,,,Or-Cfl..\..\,,,,,,,, ,,,,,.,,,,,,,,. .. ,,,,,
Copyright lslcind Architect. 2014
JOB#, 3200
DRAWN BY: Author
PROJ. MGR.: Chacbr .
DATE: ISSUE:
11/06/14 l :;t Bldg. Submilkll
REVISIONS
., DESCRIPTION I DAIT
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GENEAAL NOTES:
1. SPOT ELEVATIONS ARE ELEVATION ABOVE SEA LEVEL.
-----------------------
AREA TOTALS:
MAIN DWELLING
LOWER LEVEL
MAIN LEVEL
UPPER LEVEL
TOTAL
2ND DWELLING UNIT
\
I COP14-05/AV 15-04/CDP 15-131
3,275 SF
2,798 SF
2,235 SF
8,308 SF
537 SF
CONSISTENCY DETERMINATION EXHIBIT i 2k PROJECT NO. CD \S-2-'t
'-< Date: 12.l ls\ l ~
Don Neu, City Planner
RECOMMENDED BY:~--~
DATE: ..12.\l~lS-
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JOB#: 3200
DRAWN BY: Author .
PROJ. MGR., Checker
DATE: ISSUf:
~1~/15 CDP
REVISIONS
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L EXISTING WALL TO REMAIN
PROPOSED PLANTER WALLS
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INWALL OS
AREA TOTALS:
MAIN DWELLING
LOWER LEVEL
MAIN LEVEL
UPPER LEVEL
TOTAL
2ND DWELLING UNIT
GENERAL MOTES:
3,275 SF
2,798 SF
2,235 SF
8,308 SF
537 SF
I CDP14-05/AV 15-04/CDP 15-131
1. SPOT ELEVATIONS ARE ELEVATION ABOVE SEA LEVEL.
EXISTING WALLS TO REMAIN
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COURTYARD
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CONSISTENCY DETERMINATION EXf:llBIT ra,, .-gPROJECTNO. ~IS-2&t
~ Date: \'2}1~~
Don Neu, City Planner
RECOMMENDED BY: ~ »o_ t;Jt. ~
DATE: tz.\l'ijl~
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Copyright l~bnd A,~hited, 2014
JOB II: 3200
DRAWN B'I: Auther
PR.OJ. MGR., Checker
DATE, ISSUE,
02/11/15 ht Bid 9. Submitlal
REVISIONS
#I DESCRIPTION I DATE
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NO ACCESS TO PLANTER--,
--=::.::.::.-·-·::::::···---.. ---
-
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STORAGE
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IN WALL DS
TO SUB SURFACE
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4" COPPER
GUTTER -----Ba-I
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PLANTER
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l 1 '-6" x 10'-8"
STONE \
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IN WALL DS
TO SUB SURFACE
DRAINAGE ---~
-I
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AREA TOTALS:
MAIN DWELLING
LOWER LEVEL
MAIN LEVEL
UPPER LEVEL
TOTAL
2ND DWELLING UNIT
-7
I
3,275 SF
2,798 SF
2 235 SF
8,308 SF
537 SF
I CDP14-05/AV 15-04/CDP 15-131
[
SISTENCY DETERMINATION EXHIBIT
ztPROJECTNo.CI> IS'-24
Date, 1'21 !5\ IS::
Don Neu, City Planner• J
RECOMMENDED BY: ~~r;c ~
DATE:
\
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JOB#: 3200
DRAWN BY: Author
PROJ. MGR.: Checker
DATE, ISSUE:
02/11/1 S l st Bldg. 5ubrnittol
REVISIONS
# DESCRIPTION DATE
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CONSISTENCY DETERMINATION EXHIBIT ~ --;:r;:ROJECT NO. CD \S·.24
Date: \'ll,\S'\IS:::
Don Neu, City Planner
RECOMMENDED BY: ~6!of\ Q,~ o,>:
DATE: l'L\1-s-lrs-
-
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Copyright l~kmd Ari:hitec:ts 2014
JOB#: 3200
DRAWN BY, Author
PROJ .. MGR.: Checker
DATE: ISSUE:
03/27/15 l st Bld,i. Submil'h:JI
REVISIONS
# I DESCRIPTION I DATE
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03/27/15
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SITE PLAN NOTES
OWNER
Tierra Del Oro, LLC.
P.O. Box 906
Rancho Santa Fe, CA 92067
PROJECT NAME
Tierra Del Oro Residence
SUMMARY TABLE
SITE ADDRESS
5039 Tierra Del Oro
Carlsbad, CA 92008
A.P,N,
210-020-08
CIVIL ENGINEER
COFFEY ENGINEERING, INC.
10660 SCRIPPS RANCH BLVD., STE.102
SAN DIEGO, CA 92131-1077
PH. (858) 831-0111
APPLICATION TYPES S\ISffllTTEO
Coastal Development Permit (COP 14•05)
Administrative Variance (AV 15-04)
Coastal Development Permit (CDP 15-13)
LEGAL DESCRIPTION
Lot 8 of Map 3052
SITE AREA
26,600 sf I .61 acre
ZONE
R-1
EXISTING & PROPOSED LAND USE
SINGLE FAMILY RESIDENCE
NUMBER OF LOTS DENSITY
1 EXISTING, 1 PROPOSED Ell!5TING -1 MAIN DWELLING w/ GUEST HOUSE
PROPOSED -1 MAIN DWELLING & SECOND DWELLING UNIT \
TOTAL BUILDING COVERAGE:
ALLOWABLE FOR ZONE (R-1)
LOT AREA
BUILDING COVERAGE
PROPOSED BUILDING AREA
MAIN HOUSE:
2nd DWELLING UNIT:
GARAGE:
8,308 SF
537 SF
577 SF
PARKING SPACES
REQUIRED & PROVIDED
3 SPACES
26,600 SF
5,110 SF
WATER
CARLSBAD
SEWER
CARLSBAD
GENERAL NOTES:
40%
19%
% OF LANDSCAPING
15%
SCHOOl DISTRICT
CARLSBAD UNIFIED
1. USE OF SANDY BEACH AND PUBLIC PARKING AREAS OUTSIDE THE ACTUAL
CONSTRUCTION SITE, INCLUDING ON-STREET PARKING, FOR THE INTERIM
STORAGE OF MATERIALS ANS EQUIPMENT IS PROHIIBITED.
2. NO WORK SHALL OCCUR ON THE BEACH DURING THE SUMMER PEAK MONTHS
(START OF MEMORIAL DAY THROUGH LABOR DAY) OF ANY YEAR.
3. EQUIPMENT USED ON THE BEACH SHALL BE REMOVED FROM THE BEACH AT\
THE END OF EACH WORKDAY. \
4. CONSTRUCTION OF THE PROJECT SHOULD NOT EXCEED 30 MONTHS FROM \
ISSUANCE OF THE BUILDING PERMIT.
r: ___ T\~7"0·7 [ \ ; .( : t< I STAGING AREA
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CONSISTENCY DETERMINATION EXHIBIT \li, FOR PROJECT NO. CD \S-2.4
111121u,l Date \~t'5\IS:::
Don Neu, City Planner
RECOMMENDEDBY: J;i....,.Q.~ (5(!J..
DATE: }2.\rs\lS-
(
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1979 PUBLIC USE EASEMENT ·
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APPRCJVED
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AII.IACENT RESjDENCE
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LINE OF UPPER LEVEL BALCONY
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Copyright 1,kmd Architects 2015
JOB#: 3200
DRAWN BY: Author
PROJ. MGR., Checker
DATE: ISSUE:
09/29/15 CDP
REVISIONS
# DESCRIPTION I DATE
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CONSISTENCY DETERMINATION EXHIBIT
. (\ ..... ~PROJECTNO.CD\5-24
~4'\ ~ Date: ,zl)sl,5:
Don Neu, City Planner
I CDP14-05/AV 15-04/CDP 15-131
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Copyright 1.Jiand Architects 2014
JOB#: 3200
DRAWN BY: Author
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DATE: ISSUE:
11/06/1 4 1st aldg. Submittol
REVISIONS
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.ONSISTENCY DETERMINATION EXHIBIT
FQ PROJECT NO.j'J) \5-2,.,\
Date: 1211~15:
Don Neu, City Planner
RECOMMENDED BY: ~~O~ ,:JP
DATE:~
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DATE: ISSUE:
11/06/14 1st Bldg. Submittal
REVISIONS ,
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DEVELOPMENT SUMMARY
(Additional information for the General Project/Perm:it Application)
I. SUMMARY OF REQUEST
TIER.t< ,~ DEL ORO RESIDENCE DEMOLISH 3056 sq. ft. SINGLE FAMILY RESfDENCE AND BASEMENT. REMODEL AND CONNECT
EXISTING 528 sq. ft. GARAGE/ 432 sq. ft. LIVING AREA TO PROPOSED 5033 sq. ft. TWO STORY
SINGLE FAMILY RESIDENCE WITH 3275 sq. ft. BASEMENT, 537 sq. ft. ATTACHED SECOND .1. DWELLING UNIT, AND RELATED SITE IMPROVEMENTS INCLUDING NEW SWIMMING POOL.
Coastal Development 2 STREET ADDRESS Permit 5039 Tierra Del Oro
(Check one) □N Os DE ow
Between and
3. SITE AREA
To1al Site Area (gross): .61 Ac. 26,600 Sq. Ft.
Net Site Area :61 Ac. 26,600 Sq. Ft.
(Net site area includes required streets and public dedications)
4. LOT COVERAGE DATA
Total Building Coverage: 5,110SF Proposed 19%
Allowable Lot Coverage: R-1 Zone 40%
5. DENSITY (Residential)
Maximwn no. dwelling units allowed per zone: 0-4 dwellings per acre
Number of existing units to remain on site: 1 dwellings
Number of proposed dwelling units on site: 1 -additional
Total number of units provided. on the site: 2
6. YARD/SETBACK
Front Yard; Required 20 Ft. Proposed 8'-9 3/4" "* Ft.
Street Side Yard: Required --Ft. Proposed .. Ft.
Interior Yard(s): Required 7'-6" Ft. Proposed 7'-6' & 4'-4 1/2' .. Ft.
Rear Yard: Required VARIES' Ft. Proposed VARIES' Ft. --
• REAR YARD IS SUBJECT TO COASTAL STRINGLINES
•• SUBJECT TO APPROVAL OF VARIANCE NO. (V 14-04)
7. PARKING
Parking Criteria: ll<J Residential
E''ll"-iloi.\-'' A'' ot "A-\-\\-\11 (Check one) □ Commercial
□ Industrial
CONSISTENCY DETERMINATION EXHIBIT □ Mixed Use
~~OJECTNO.CD\5-2..\ □ Other
Total number of spaces required by zone 2 -main dwelling & 1 -second dwelling unit
Date: \2.\1sl1s::: Total number of spaces provided on-site 3 spaces Don Neu, City Planner Commercial Development:
RECOMMENDED BY: JQ.t,M. C.,ck(. ,g_JJ.
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One space per Sq. Ft. GFA~ spaces
DATE: 12.h~hs-
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PLAN ANALYSIS VICINITY MAP CONSULTANTS
·---
\ ~ ~--
TYPE OF CONSTRUCTION ARCHITECTS CIVIL ENGl!:!EER LANDSCAP!;; ARCHITECT SURVEYOR LAND USE ATTORNEY
() TONY CRISAFI, DREXEL PATTERSON COFFEY ENGINEERING, INC. THERESA CLARI<:, LANDSCAPE ARCHITECT PASCO LARET SUITER & ASSOCIATES PETERSON & PRICE TYPE VB ~ ISLAND ARCHITECTS JOHN COFFEY 34202 SEPULVEDA AVE. JOE YUHAS MA TT PETERSON
'C, -7626 HERSCHEL AVENUE 10660 SCRIPPS RANCH BLVD., STE. 102 CAPISTRANO BEACH, CALIFORNIA 92624 535 N COAST HIGHWAY 101 Ste A 530 B STREET, STE. 1800 "' APPLICABLE CODES ~ ; LA JOLLA, CALIFORNIA 92037 SAN DIEGO, CA 92131-1077 PH. (949) 248-5404 SOLANA BEACH, CA 92075 SAN DIEGO, CA 92101 ..\
?1-. ALL WORK PERFORMED UNDER THIS CONTRACT SHALL BE IN ~I PH. (858) 459-9291 PH. (858) 831-0111 FAX (949) 240-9790 PH. 858.259.8212 PH. 619.234.0361 "-ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING 1> 0 FAX (858) 456--0351 FAX (858) 831-1077 FAX 858.259.4812 FAX 619.234.4786
CODES AND REGULATIONS: J> :t, ~ 0 JOB CAPTAIN -MICHELLE MEADE & PROJECT MANAGER -
J: \!1 ~ CARSON NOLAN FELICIANO RODRIGUEZ 2013 CALIFORNIA BUILDING CODE
2013 CALIFORNIA PLUMBING CODE ~ 0 -~ i 0 -~ 2013 CALIFORNIA MECHANICAL CODE 0 ~ CANNON RD-2013 CALIFORNIA ELECTRICAL CODE z
THIS PROJECT SHALL COMPLY WITH THE 2013 EDITION OF THE CONTRACTOR SOILS ENGINEER INTERIOR DESIGNER
CALIFORNIA BUILDING CODE (TITLE 24), WHICH ADOPTS THE ~ THOMAS TAYLOR CONSTRUCTION GEOTECHNICAL EXPLORATION, INC. LANDY GARDNER INTERIORS
2012 IBC, 2012 UPC. 2012 UMC, 2011 NEC, 2012 IFC AND IEBC THOMAS TAYLOR LESLIE REED, PRESIDENT LANDY GARDNER
8189 CENTER ST. 7420 TRADE ST. 95 WHITE BRIDGE RD., STE 101 SITE '!}. LA MESA, CALIFORNIA91941 SAN DIEGO, CALIFORNIA 92121 NASHVILLE. TN 37205
0 PH. (619) 466-1000 PH. (858) 549•7222 PH. (615) 383-1880
ALL REQ. PERMITS MUST BE OBTAINED FROM FIRE PLAN CHECK ~ FAX (619) 466-1074 FAX (858) 549-1604 FAX (615) 383-4167
0 BEFORE THE BUILDING IS OCCUPIED. PACIFIC 1' PROJECT MANAGER-DON VAUGHN
THESE PLANS AND ALL WORK SHALL COMPLY WITH THE OCEAN
CALIFORNIA BUILDING STANDARDS CODE FOUND IN THE STATE
OF CALIFORNIA TITLE 24 CCR AS AMENDED AND ADOPTED BY
THE CITY OF CARLSBAD
-~-
ABBREVIATIONS SYMBOLS AND LEGEND
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& AND C.M.U. CONCRETE MASONRY UNIT FAU FORCED AIR UNIT H.M. HOLLOW METAL N.T.P. NOTICE TO PROCEED REFR. REFRIGERATOR T. TREAD ELEVATION MARKER REVISION INDICATOR
L ANGLE CNTR. COUNTER F.D. FLOOR DRAIN HORIZ. HORIZONTAL N.T.S. NOTTO SCALE REV REVERSE T.B. TOWEL BAR DIRECTION OF VIEW @ AT G.D. CONDUIT ONLY FDN. FOUNDATION HR. HOUR REINF REINFORCE, REINFORCED T.C. TRASH COMPACTOR ~ REVISION NUMBER
'i. CENTERLINE COL COLUMN F.E. FIRE EXTINGUISHER HT. HEIGHT 01 OVER TEL TELEPHONE ~ DETAIL LETTER, CORREsPO,os TO RGTR. REGISTER COORDINATES ON THE BORDER OF
0 DIAMETER OR ROUND CONC. CONCRETE F.F. FINISH FLOOR H.V.A.C HEATING VENTllATING O.A. OVERALL REQ. REQUIRED TEMP. TEMPERED GlASS THE DRAWING
PHASE (ELECTRICAL) CONN. CONNECTION F.G. FINISH GRADE AIR CONDITIONING OBS. OBSCURE RES. RESISTANT TER. TERRAZZO SHEET THAT ELEVATION
# POUND OR NUMBER CONSTR. CONSTRUCTION F.H. FIRE HYDRANT HORZ HORIZONTAL o.c. ON CENTER RESIL. RESILIENT T.&G. TONGUE AND GROOVE APPEARS ON REVISION INDICATOR
(E) EXISTING CONT. CONTINUOUS F&I FURNISH AND INSTALL O.D. OUTSIDE DIAMETER RLG RAILING THK. THICK V REVISION EXIST'G EXISTING CSMT. CASEMENT WINDOW FIN. FINISH I.D. INSIDE DlAMETER THR. THRESHOLD DETAIL MARKER 0.0. OVERFLOW DRAIN RM. ROOM A.B. ANCHOR BOLT CTR. CENTER FIXED FIXED WINDOW INSUL. INSULATION DETAIL lffiER, CORRESPONDS TO OFF. OFFICE R.O. ROUGH OPENING T.O.C. TOP OF CURB a= COORD,NATCSONTHEBORDEROC ABV. ABOVE CTSK. COUNTERSUNK FL FLOOR INT. INTERIOR O.H. OVERHEAD R.W.L. RAIN WATER LEADER T.P. TOP OF PAVEMENT THE DRAWING
ACOUS. ACOUSTICAL FLASH. FLASHING O.H.C. OVERHEAD CABINET R.V. ROOF VENT T.P.D. TOILET PAPER DISPENSER A.D. AREA DRAIN D DRYER FLUOR. FLUORESCENT JT. JOINT OPNG. OPENING T.V. TELEVISION SHEET THAT DETAIL
ADJ. ADJUSTABLE DBL DOUBLE F.O.C. FACE OF CONCRETE APPEARS ON
OPP. OPPOSITE S. SOUTH T.W. TOP OF WALL WALLS A.F.F. ABOVE FINISH FLOOR DEPT. DEPARTMENT F.O.F. FACE OF FINISH KIT. KITCHEN TYP. TYPICAL A.F.G. ADJACENT FINISH GRADE DET. DETAIL F.0.M. FACE OF MULLION S.C. SOLID CORE SECTION MARKER
SCHED. SCHEDULE I I EXISTING WALL TO REMAIN AGGR. AGGREGATE D.F. DRINKING FOUNTAIN F.O.S. FACE OF STUD L. LINEN P.C. PULL CHAIN UNF. UNFINISHED AL ALUMINUM F.P. FIREPLACE PL. PROPERTY LINE OR S.D. STORM DRAIN DETAIL LETTER, CORRESPONDS TO E / z z /I DIA. DIAMETER LAM. LAMINATE SECT. SECTION U/G UNDERGROUND ~ COORDINATES ON THE BORDER OF 2 X6 STUD WALL U.N 0.
ALUM. ALUMINUM DIM. DIMENSION FPRF. FIREPROOF LAV. lAVATORY PLATE U.N.O. UNLESS NOTED OTHERWISE THE DRAWING APPROX. APPROXIMATE ON. DOWN FRAM'G FRAMING LT. LIGHT PUSH POLE AND SHELF ·s.F. SQUARE FEET 1.i: •• : ' •. I CONCRETE SH. SHELF DIRECTION OF CUT
ARCH. ARCHITECT 0.0. DOOR OPENING F.S. FULL SIZE L.V. LOW VOLTAGE PL. LAM. PLASTIC LAMINATE
SHR. SHOWER VERT VERTICAL SHEET THAT SECTION r /// Ill I STEEL STUD WALLS ARCH'L. ARCHITECTURAL DR. DOOR FT. FOOT OR FEET PLSTR PLASTER APPEARS ON
ASPH. ASPHALT FTG. FOOTING PLEX. PLEXIGLASS SHT. SHEET V.P. VAPOR PROOF OS. DOWNSPOUT MAX. MAXIMUM FURR. FURRING PLNTR. PLANTER SIM. SIMILAR
BO. BOARD ow DISHWASHER MBR. MEMBER Sl'CYLT. SKYLIGHT w WASHER OR WEST =====r OTHER DWG'S DRAWINGS FUT. FUTURE M.C. MEDICINE CABINET PLUMB. PLUMBING V'II V'llTH EXTENT OF CUT 8.1. BUILT-IN DWR. DRAWER PLYWD. PLYWOOD SL. SLOPE OR SLIDER (WINDOW) GLASS
BITUM. BITUMINOUS G. GAS M.B. MACHINE BOLT SL.DR. SLIDING GLASS DOOR w.c. WATER CLOSET PNL. PANEL BLDG. · BUILDING GA. GAUGE MECH. MECHANICAL SP. SHOWER POLE WO. WOOD PLYWOOD E. EAST GALV. GALVANIZED MEMS. MEMBRANE PNTRY. PANTRY W.H. WATER HEATER BLK. BLOCK EA. EACH P.P. PLANTING POCKET SP. SPACE
BLKG. BLOCKING G.B. GRAB BAR MFG MANUFACTURING SPEC. SPECIFICATIONS W/0 WITHOUT ~ C2:'.:l CONT. WOODBLKG., E.J. EXPANSION JOINT MFR. MANUFACTURER PR. PAIR WATERPROOF BLKG. BETWEEN MEMBERS BLT. BOLT G.D. GARBAGE DISPOSAL SQ. SQUARE W.P. E.I.F.S. EXTERIOR INSULATION GFCI GROUND FAULT MH. MANHOLE PRCST. PRECAST WSCT. WAINSCOT WINDOW TYPE INDICATOR BM. BEAM FINISH SYSTEM S.SK. SERVICE SINK MIN. MINIMUM PREFAB. PREFABRICATED WT. WEIGHT I I GRAVEL OR AGGREGATE BOT. BOTTOM CURRENT INTERRUPTER S.S. STAINLESS STEEL EL ELEVATION GL GLASS MIR. MIRROR PT. POINT WTR. WATER e~ WINDOW TYPE NUMBER BASE COURSE (ABC) S.ST. STAINLESS STEEL
C. ELEC. ELECTRICAL GND. GROUND MISC. MISCELLANEOUS PTN. PARTITION CONDUIT ENCL. ENCLOSED ST. STONE M.O. MASONRY OPENING PTO. PAINTED rnmu PPmn INSULATION (BATT OR CAB. CABINET E.P. ELECTRICAL PANELBOARD GR. GRADE STD. STANDARD BLANKET)
C.B. CATCH BASIN GYP. GYPSUM MT□. MOUNTED P.T.D.F. PRESSURE TREATED DOOR TYPE INDICATOR EQ. EQUAL DOUGLAS FIR STL. STEEL
GEM. CEMENT GYP. BO. GYPSUM BOARD MTL. METAL INSULATION (RIGID) EQUIP. EQUIPMENT STOR. STORAGE MUL. MULLION ~ DOOR TYPE NUMBER GER. CERAMIC EXIST. EXISTING QT QUARRY TILE STRUCT'L STRUCTURAL 1 12l'.'.L77771 METAL C.I. CAST IRON EXP. EXPANSION H.B. HOSE BIB STRUCT STRUCTURE
CLG. CEILING H.C. HOLLOW CORE N. NORTH R. RISER I I PLASTER OR GYPBOARD EXPO. EXPOSED HOR N.I.C. NOT IN CONTRACT SUSP. SUSPENDED MATCH LINE/DATUM POINT (AS NOTED) CLKG. CAULKING EXT. EXTERIOR HEADER RAD. RADIUS SYM. SYMMETRICAL CLO. CLOSET HDWD. HARDWOOD NO. OR# NUMBER R RADIUS
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l-111~11-111-11 SOIL
CLR CLEAR FA FIRE ALARM HOWE. HARDWARE NOM. NOMINAL R.D. ROOF DRAIN TILE (GLAZED.UNGLAZED
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'-
PROJECT INFORMATION ".
OWNER LEGAL DESCRIPTION I CDP14-05/AV 15-04/CDP 15-131
Tierra Del Oro, LLC. Lot 8 of Map 3052
P.O. Box90!i
Rancho Santa Fe, CA 92067
BUILD1NG HelGHT:
29' -5" SITE ADDRESS GROSS SITE AREA
5039 Tierra Del Oro 26,600 sf/ .61 acre NUMBER OF STORIES:
Carlsbad, CA 92008 PARKING REQUIREMENTS 2 stories
Main dwelling -2 spaces
A.P.N. Second dwelling unit -1 Space APPROVALS:
210-020-08 YEAR EXIST. RES.
CONSTRUCTED ZONE
R-1 1959
AREA CALCULATIONS
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EXISTING DEMO ADDITION TOTAL
BASEMENT LEVEL: 952SF 952 SF 3,275 SF 3,275 SF
EXISTING GARAGE STRUCTURE TOTAL: 960 SF
INCL. IN
EXISTING GARAGE 528SF GARAGt: BELOW
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EXISTING LIVING AREA 432 SF 2ND DWELLING
BEi.Off
MAIN LEVEL: 2,104 SF 2,104 SF 2,798 SF 2,798 SF
GARAGE 49 SF 577 Sf
SECOMD DWELLING UNIT 105SF 537 Sf
TERRACES 706SF 706SF 715 SF 715 Sf'
.
UPPER LEVEL: 2,235 SF 2,235 SF
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'"'"'""'""'' TERRACES 715SF 715 Sf Copyright lskrnd Architects 2014
JOB#: 3200
.
DRAWN BY: MM
TOTAL HABITABLE AREA: PROJ. MGR.: MM
MAIN HOUSE 8,308 SF 3,275 SF+ 2,798 SF+ 2,235 SF =
2ND DWELLING 537 SF
TOTAL 8,845 SF
DATE: ISSUE:
11/06/1.d 1st Bld1:1. Submittal .
TOTAL ADDITIONAL HABITABLE AREA: = (PROPOSED) -(EXISTING)
MAIN HOUSE 5,252 SF = (3,275sf+2,798sf+2,235sf)-(952sf+2, 104sf)
2ND DWELLING 105 SF = (537sf) -(432sf)
TOTAL 5,357 SF
TOTAL BUILDING COVERAGE: 5,110SF
·--REVISIONS
SCOPE OF WORK #I DESCRIPTION I DATE
~--.
DEMOLISH 3056 sq. ft. SINGLE FAMILY RESIDENCE AND BASEMENT. REMODEL AND CONNECT
EXISTING 528 sq. ft. GARAGE/ 432 sq. ft. LIVING AREA TO PROPOSED 5033 sq. ft. TWO STORY
SINGLE FAMILY RESIDENCE WITH 3275 sq. ft. BASEMENT, 537 sq. ft. ATTACHED SECOND
DWELLING UNIT, AND RELATED SITE IMPROVEMENTS INCLUDING NEW SWIMMING POOL.
DRAWING INDEX
Sheet
Number Sheet Name
T.1 Title Sheet
T.2 Island Architects General Noles
C.1 Topographic Survey
C.2 Key Map, Notes, & Legend
C.3 Preliminary Grading Plan
A1.0 Site Plan
A1.0a Slringline Exhibit
A2.0a Existing Main Level
A2.0b Demo Plans -Main Level & Lower Level
A2.0c Existing/Demo Basement Level
A2.1 Basement Level Floor Plan
A2.2 Main Level Floor Plan
A2.3 Upper Level Floor Plan
A2.4 Roof Plan
A4.1 Exterior Elevations
A4.2 Exterior Elevations
A4.3 Exterior Elevations
A4.4 Exterior Elevations
Q) u
C
Q)
A5.1 Building Sections -u
L 1.0 Landscape Title Sheet
L 1.1 Material Layout Plan -Upper Level
L 1.2 Material Layout Plan -Lower Level
L 1.3 Hardscape Details
·-(/)
Q) co
0
O!'. 0 N
0--
L 1.4 Hardscape Details
L 1.5 Hardscape Specifications 0 4:: u I.... -0
Planting Plan -Upper Level L2.1
Planting Plan -Lower Level L2.2 0 C
_Q
Cl) ._
L2.3 Planting Details
L2.4 Planting Specifications
C -u Q) -0
L3.1 Irrigation Plan -Upper Level
L3.2 Irrigation Plan -Lower Level 0 ._
0 -Q)
L3.3 Irrigation Details
L3.4 Water Conservation Plan 0 0
C I.... ._ ._
L4.1 Lignting Plan -Upper Level
L4.2 Lignting Plan -Lower Level
I.... Cl)
Q) i-=
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FIRE PROTECTION
AN AUTOMATIC FIRE SPRINKLER SYSTEM IS REQUIRED FOR THIS PROJECT. UPON T. 1
BUILDING PERMIT SUBMITTAL PLANS INCLUDING A 1" WATER SERVICE LINE AND FIRE
SPRINKLERS WILL BE INCLUDED FOR REVIEW. Title Sheet
~ 11/06/14
,. A''
ISLAND ARCHITECTS
SUPPLEMENTAL CONSTRUCTION SPECIFICATIONS
GENERAL CONSTRUCTION NOTES
1. All construction and procedures shall conform to all applicable codes as outlined on Title Sheet.
2. Do not scale drawings. If dimensional discrepancies occur between plans and existing conditions, contact architect immediately to resolve conflict prior to continuation of work.
3. Provide smoke detectors which will sound an alarm when actuated. Detectors must be permanently with a battery backup . See noted plans for locations of smoke detectors.
4. Stairs: Provide a minimum 6'-8" head clearance, 7.75" max. riser, 10• min. tread with 3'-0" min. width for residential stair construction. Provide minimum 36" high handrail (measured from
tread nosing) and minimum 3'-0" high guardrail with a maximum 4" between balusters. Per IBC.
5. All unenclosed floor and roof openings, open and glazed sides of stairways, landings and ramps, balconies or porches which are more than 30" above grade or floor below, and roofs used
for other than service of the building, shall be protected by a guardrail not less than 42" in height with a maximum of 4" between balusters. Per I.B.C.
6. Safety glazing per 1.B.C. for: a. Windows adjacent to tubs or showers and within 60" of tub or shower floor; b. Windows within 24"arc of doors; c. Windows within 18" of walking surface.
All glass shower and tub enclosures shall be fully tempered.
7. All exterior doors and windows shall be fully weather stripped; manufactured units shall meet ANSI and Title 24 standards for air infiltration.
8. All joints and penetrations in the building envelope shall be caulked and sealed.
9. All exhaust fans shall have automatic or back draft dampers.
10. All fireplaces shall have tight fitting flue damper. Fireplaces located on exterior walls or within bedrooms and/or bathrooms shall have minimum six square inches combustion air take.
11. All fireplaces to be supplied with gas log lighter and valve.
12. Provide shower bench where shown on drawings 18" high minimum with full tile face of wall beneath bench.
13. Provide attic access minimum size 24" x 30" UON. Size of access to enable removal of heating equipment.
14. Provide dead bolt locks at exterior doors LION mounted below latch set.
15. Garages require one-hour fire separation on the garage side of walls and ceiling common to the dwelling. Table 3-B, Section 302.4
16. Provide R-19 insulation at exterior walls and R-30 insulation in all new attics.
17. Provide R-13 insulation at all interior plumbing walls for sound insulation.
18. All fireplaces shall conform to the requirements of CBC, CRC and CMC.
19. Coordinate with Architect to provide blocking in walls where accessory items are installed typical : grab bars, toilet paper dispensers, etc.
20. Fireblocking: In combustible construction, fireblocking shall be provided to cut off aH concealed draft openings {both vertical and horizontal) and to form an effective fire
barrier between stories, and between a top story and the roof space. Fireblocking shall be provided in wood-frame construction in the following focations:
1. In concealed spaces of stud walls and partitions, inclwdlng fl.rrred spaces and parallel rows of styds or staggered studs, as follows:
1.1. Vertically at the ceiling and floor levels.
1.2. Horizontally at intervals not exceeding 10 feet (3048 mm).
2. At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings.
3. In concea~d spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with Section R302.7.
4. At openings around vents, pipes1 ducts, cables and 'fl'i[es at c:eiJin,g agd floor level, with ap :mm;OYedmaterial to resist the free passage afflame and products of
combustion. The material filling this annular space shall not be reqwired to meet the ASTM E 136 reqyileI1.e11ts.
5. For the fireblocking of chimnevs and fireplaces, see Section R1003.19.
FOUNDATION NOTES
1. All footing depths indicated on plans are depths below top of undisturbed soil or top of engineered certified compacted fill.
2. Soil shall be dampened prior to placing concrete in footings.
3. Sub-grade for slabs shall be undisturbed native soil or compacted fill.
4. Fill soils (if used) shall be compacted to at least 90% maximum dry density.
5. Slope grade away from foundation walls a minimum of 2% typical for distance of 5 feet minimum.
6. All hold down anchors and base plate anchors to be tied in place prior to calling foundation inspection.
7. Concrete slabs: 4" actual thickness with 6 x 6 WI. 4 x WI. 4 welded wire mesh and mid height of slab. Slab to be on 3" thick sand on 6 mil. vapor barrier on sand base (omit vapor barrier at
exterior slabs) UON. Slab subsoil shall be thoroughly moistened prior to placement of vapor barrier and concrete.
8. All concrete 2500 psi@ 28 days minimum compressive strength LION on plans.
9. Where 3000 psi cone. is indicated on plans special inspection is required.
10. Provide necessary openings in stud frame shear walls at crawl space for ductwork, access, etc.
11. Waterproof exterior stem foundation walls to crawl space, protect waterproof membrane during backfilling.
12. Provide 4" diameter perforated French drain to daylight away from foundation walls, back fill with 1/2" diameter gravel for 15~ width.
1~. All reinforcing shall be provided with the following minimum concrete cover:
Footing cast against earth: 3"
Concrete exposed to weather or earth 2"
~labs (#4 and smaller): 3/4"
14. Laps at bar splices shall be: 30 bar dia. (12" minimum) for grade 40 re-bar, 36 bar dia. for grade 60 re-bar.
15. Concrete slabs on grade:
a. Landings at all door locations shall have a maximum slope of 1/4" per foot. (Sec. 1004.9).
b. Seal all voids around penetrations through floor slabs. (U.P.C. Sec. 313.1 and U.M.C. Sec. 328.2 as Amd.).
16. Crawl Spaces: Provide crawl space access minimum 18Mx 24M per U.B.C. Sec. 2317 .5. Provide crawl space vents at new concrete stem walls minimum vent area per U.B.C. Sec. 2317.7.
Verify existing ventilation is adequate.
17. Provide Simpson post base at isolated post locations.
ROOF NOTES
1. General contractor to coordinate all plumbing and mechanical vent locations at roof. Vents to be screened from view wherever possible (see roof plan}. Combine plumbing vents
in attic where possible.
2. All roof penetrations, flashings, vents, etc. to be painted to match weathered roof color.
3. Provide attic ventilation per U.B.C. Sec. 1505.3 1/150 of area of space ventilated. See Roof Plan for calculations.
4. Attic ventilation openings shall be covered with non-combustible, corrosion-resistant metal mesh openings of 1/16" -1/8" dimension.
5. Roofing: 2-piece Clay Tile. Provide minimum 3 layers of 30 lbs. felt underlayment hot mopped between layers and on the top. Install with minimum exposures per U.B.C. Table 15-
D-1. Refer to Roof Plans for additional notes.
6. All Roof Plate Heights/ Ridge Heights indicated on plans are taken from main level finished floor Elev. +358.5'
7. Provide gutter, downspouts and roof drains as indicated on plans. Provide overflow scuppers at flat roof drains. Downspout to drain to 4" ABS tight line connected to existing
surface water drainage system where possible.
FIRE DEPARTMENT NOTES:
1. Fire protection, including fire apparatus access roads and water supplies for fire protection, shall be installed and made serviceable prior to and during time of construction. (CFC
Appendix C & D, International Fire Code)
2. Buildings undergoing construction, alteration or demolition shall be in accordance with CFC Chapter 14. (CFC.1401)
3. Decorative materials shall be maintained in a flame-retardant condition
4. Complete plans and specifications for fire alarm systems; fire systems, including automatic sprinklers and wet and dry standpipes, halon systems and other special types of
automatic fire systems, basement pipe inlets, and other fire systems and appurtenances thereto shall be submitted to Fire and Life Safety for review and approval prior to
installation. (CFC 901.2)
5, Fire systems shall be installed in accordance with CBC 901.4.
7. Complete plans and specifications for fire alarm systems shall be submitted to Fire and Life Safety for review and approval prior to installation. (CFC 907.1.1)
8. Installation of fire alarm systems shall be in accordance with CFC 903.3.
9. An approved audible sprinkler flow alarm shall be provided on the exterior of the building in an approved location. An approved audible sprinkler flow alarm to alert the occupants
shall be provided in the interior of the building in a normally occupied location. (CFC 903.4.2)
10. An approved vehicle strobe detector system, with knox key switch override, satisfactory to the fire marshal, shall be provided on all vehicle main entry and emergency entry
points to the project.
11. Construction documents approved by the fire code official are approved with the intent that such construction documents comply in all respects with current code. Review and approval by the fire
code official shall not relieve the applicant of the responsibility of compliance with this code (CFC 105.4.4)
1.2, At least one fire extinguisher with a minimum rating of 2A10BC shall be provided within 751 maximum travel distance for each 6,000 sf or portion thereof on each floor (light hazard): 3,000 sf
(moderate); or 2.000 sf (high hazard) [CFC 906]
.! 3. Address shall be provided for all new and existing buildings in a position as to be plainly visible and legible from the street or road fronting the property [CFC 505.1J
14. Valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically monitored where the number of sprinklers is 20 or more
[CFC 903.4)
15. At least one fire extinguisher with a minimum rating of 4A20BC shall be provided outside of each mechanical, electrical or boiler room.
MECHANICAL NOTES
1. Provide one utility duple, O\i!let at all VVater t'teater locations within 5'-0" of •nit.
2. Provide switched incandescent light at all FAU and WH locations.
3. All fixtures with hose outlets (hose bibs) and landscape irrigation shall be protected with backflow preventers (vacuum breakers) U.P .C. Sec. 603.3.7.
4. The minimum ceiling insulation must be R-30 UON.
5. The minimum wall insulation shall be R-19 in frame walls, UON.
6. HVAC ducts shall be constructed, installed and insulated per Chapter 6 of the U.M.C.
7. Doors and windows between conditioned and unconditioned space shall be fully weatherstripped.
8. Exhaust fans shall have back-draft dampers or automatic dampers.
9. A night setback thermostat shall be installed that can automatically set back the thermostat set points for at least two periods in 24 hrs.
10. The HVAC equipment installed shall be of a type certified by the CEC.
11. The hot water heater shall be wrapped with an R-12 external blanket.
12. Fully insulate hot water supply lines. The hot water heater inlet and outlet pipe shall be insulated to R-13 or greater for the first 5 feet in unconditioned space.
13. The water heating equipment, shower heads and faucets installed shall be of a type certified by the CEC.
14. Interior water supply all copper pipe, insulate.
15. Provide gas supply at FAU and WH locations and all appliance locations indicated on plans.
16.
17.
18. All gas fired furnaces and gas fired cooking appliances shall be equipped with an approved intermittent ignition device.
19. Provide vapor barriers for cold climate zones 1, 14 and 16.
20. All ducting and joints shall be sealed with pressure sensitive tape and shall be insulated to conform to the provisions of U.M.C.
21. Shower heads and faucets shall be equipped with flow restrictors as outlined in the appliance efficiency standards and shall be certified to the energy
commission.
22. FAU closet or alcove must be 12 inches wider than the furnace or furnaces being installed in accordance with U.M.C. Sec. 324.1.
23. Approved spark arrestors shall be installed on all chimneys in accordance with U.B.C. Sec. 3102.3.8.
24. Combustion air for fuel burning water heaters will be provided in accordance with the Uniform Plumbing Code.
25. Provide T and P valve at water heater. Route discharge line to exterior wall at grade in accordance with U.P .C. Sec. 608.5.
26. Water heater must be adequately braced to resist seismic forces. Provide two straps (one strap at top 1/3 of the tank and one strap at bottom 1/3 of the tank).
U.P .C., Sec. 510.0. Gas-fired Water Heaters located in garages shall be installed with the base +18" above finished floor. U.P.C. sec. 510.1 & U.M.C. Sec. 308.2.
27. In shower and bath tub combinations, control valves must be pressure balanced or thermostatic mixing valves. U.P.C. Sec. 410.7.
28. The discharge point for exhaust air will be at least 3 feet from any opening which allows air entry into occupied portions of the building. U.B.C. Sec. 1203.3.
29. Ductless fans can not be used in bathrooms if a tub or shower is present. U.B.C. Sec. 1203.3.
30. Shower walls shall be finished with moisture-resistant sheetrock and ceramic tile (or equal) to a minimum height of 70" above drain. U.B.C. Sec. 807 & U.B.C.
Sec. 2512.
31. Shower enclosures shall be shower rods, tempered glass or approved equal. U.B.C. Sec. 2406.4.
32. General Plumbing Notes:
a. Solders and flux having a lead content in excess of two tenths of one percent shall not be used in the installation or repair of any plumbing in residential or non
residential facilities providing water for human consumption which are connected to public water systems. A.R.S. Sec. 49-353, U.P.C. Sec.316.1.3.
b. Plumbing fixtures shall be as follows:
U.P .C. Sec. 402 as Amd.: Water closets: provide ultra low flush toilets Gravity: 1.6 gal. Per flush (max.). Flush Valves: 3.5 gal. Per flush (max.).
Urinals: 1.5 gal per flush (max.). Shower Heads: 2.5 gal. per minute (max.}. Lavatory Sink faucets: 2.2 gal. per minute (max.).
c. Hot water shall be the left fitting at all faucets. U.P .C. Sec. 601.2.
d. Hose bibs: Permanent vacuum breakers shall be included with all new hose bibbs.
33. Provide 4" diameter dryer exhaust to exterior 14' maximum length U.M.C. Sec. 908 and U.B.C. Sec. 504.3.2.
34. Provide dishwasher with an approved air cap per U.P.C. Sec. 807.4.
35. Provide fire sprinklers per U.8.C. requirements as amended.
36. All mechanical work to comply with the 1998 edition of the U.M.C.
37. Primary condensate waste will route to trapped plumbing fixture for disposal.
38. Install floor drain where indicated per code to remain in full view and tie into sanitary sewer.
39. State Health and Safety code Sec. 17921.9 bans the use of chlorinated polyvinyl chloride (cpvc) for interior water -supply piping.
40. Provide 5 air changes per hour for bathroom and laundry room ventilation, discharging to the exterior of the building not closer than 3 ft. from any exterior
opening.
41. Attic/underfloor installation must comply with sections 904, 908, 909 of the CMG
ELECTRICAL NOTES
1. Provide utility duplex outlets at forced air unit and water heater within 5'-0" of unit.
2. Provide switched light at forced air unit and water heater locations.
3. General lighting in kitchen and bathrooms shall have minimum output of 25 Ju mens per watt.
4. All wiring to comply with 1996 NEC.
5. Provide GFI protected circuets at all locations required by NEC, Article 210-8 {a) and within 6'-0" of all sinks.
6. Provide 220V outlets for appliances where indicated on electrical plan.
7. Refrigerators, refrigerator-freezers, freezers and fluorescent lamp ballasts to be certified by CEC.
8. All wall duplex outlets shall be located 12" above finished floor level UON.
9. All wall switches shall be located 36" above finished floor level UON.
10. Electrician shall coordinate electrical requirements for security flood lighting, landscape lighting and security system with owner and architect.
11. Floor electric or phone outlets shall be located by owner or architect.
12. Provide and install continuous monitoring interconnected, hard wired, permanent smoke detectors w/ battery back up at locations required by code.
13. In new constru-cUon, required smoke alarms shall receive their primary power from the buffding wiring where such wiring is served from a commercial source and
shafl be equipped with a battery back-up. sm~e alarms shall emit a signal when the batteries are low. wiring shall be permanent and without a lfrsconnecting switch
other than as required for over current protection
14. Where more than one smoke alarm is required to be installed, the smoke alarms shall be interconnected in such a manner that the activation of one alarm will
activate all of the alarms in the individual dwelling unit. the alarm shall be clearly audible in all bedrooms over background noise levels with all intervening doors closed.
15. Bedroom branch air vents will be/ are fault circut protected. CEC ART 210.12 (b}
16. A 20 ampere circut dedicated to each bathroom. CEC ART 210.11 (c} 3
STRAPPING OF ALL WATER HEATERS
Section 510.5 of the California State Plumbing Code requires all water heaters to be braced against seismic reactions. An acceptable method is the use of 2 "heavy
duty straps\ with one going completely around the water heater and secured to the structure at two (2) points within the upper 1/3 of the heater and the other within 1/3
of the bottom of the heater. See diagram below for this method. The term "heavy duty" shall be deemed to be a METAL STRAP, NOT LESS THAT 22 GAUGE, NOR
LESS THAN 3/4" WIDE. The means of connection to the structure shall be made by the use of a screw not less than 1/4" in size with a minimum penetration of 1 112•
into a wood stud of the wall. A cut washer shall be used between the head of the screw and the strap to insure a positive support. Manufacturers do not allow direct
connection to their units. Simply stated, no fittings or screws shall be attached or installe
2 gauge metal strap material
installed within the'top 1/3 of
the heater and the bottom 1/3
of the heater.
Minimum 1/4" screws with
minimum 1 1/2" penetration
are allowed. \
0
11
,---Drill pilots in centerline
of stllds. Insert screws
throwgh punched holes
in straps (typ.)
_,, 1/ \,,.-wall
:;;, 1 stud
For heaters installed in a =----. J
garage location, this 18" ·--~:_--_----i~rn::_~l::::~~~;;~~~~~1~ 18"
height is required. It may _
be by the use of a stand -
of by a raised floor area.
NOTE ·. STRUCTURAL NOTES TAKE PRECEDENCE. (SEE STRUCTURAL PLANS)
IN CASE OF CONFLICT, NOTIFY THE ARCHITECT.
SPECIAL INSPECTIONS:
NOTICE TO THE APPLICANT/ OWNER/OWNER'S AGENT/ARCHITECT or ENGINEER OF RECORD: By using this set
of permitted construction drawings for construction/installation of the work specified herin, you agree to comply wffl'I the
requirements of City of San Otego for special inspections, structural observations, construction material testfng and off-
site fabrication of building components, contained in the statement of special inspections and, as required by the
California construction codes.
NOTICE TO THE CONTRACTOR/ BUILDER/ INSTALLER/ SUB-CONTRACTORS/ OWNER-BUILDER: By using this set of
permitted construction drawings for construction/installation of the work specified herin, you agree to comply with the
requirements of City of San Diego for special inspections, structural observations, construction material testing and off-
site fabrication of building components, contained in the statement of special inspections and, as required by the California
construction codes.
ARCHITECT'S SUBMITTAL REVIEW STAMP STATES THE FOLLOWING:
I CDP14-05/AV 15-04/CDP 15-131
CORRECTIONS OR COMMENTS MADE TO THE SHOP DRAWINGS DURING THIS REVIEW DO NOT RELIEVE CONTRACTOR FROM COMPLIANCE WITH
REQUIREMENTS OF THE DRAWINGS, SPECIFICATIONS AND APPLICABLE CODES. THIS CHECK IS ONLY FOR REVIEW OF GENERAL CONFORMANCE
WITH THE DESIGN CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. THE
CONTRACTOR IS RESPONSIBLE FOR: CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS; SELECTING FABRICATION PROCESSES
AND TECHNIQUES OF CONSTRUCTION; COORDINATING HIS WORK WITH THAT OF ALL OTHER TRADES; AND PERFORMING HIS WORK IN A SAFE AND
SATISFACTORY MANNER.
2010 CALIFORNIA GREEN CODE NOTES:
1. Automatic irrigation systems for landscaping provided by the builder and installed at the time of final inspection shall be weather-based, ~nd comply with the following: Controlfers ~hall be
weather-or soil moisture-based controllers that automatically adjust irrigation in response to changes in plants needs as weather condItIons change. Weather-based controllers without interal
rain sensors or communication systems that account for local rainfall shal, have a separate wired or wireless rain sensor which connects or communicates with the controllers. Soll moister-based
controllers are not required to have rain sensor input. (CGBSC 4.304.1)
2. Joints and openings, Annular spaces around pipes, electric cables, conduits, or other openings in plates at exterior walls shall be protected against the passage of rodents by closing such
openings with cement mortar, concrete masonry, or similar method acceptable to the enforcing agency.(CGBSC 4.406.1) _ _ .
3. A minimum of 50 percent of the construction waste generated at the site is diverted to recycle or salvage per CGBSC Section 4.408.1 and City ordinance. _ _
4. Before final inspection, a complete operation and maintenance manual shall be provided to the building occupant or owner. Contractor or owner shall submit an affidavit that confirms the
delivery of the maintenance manual. {CGBSC 4.410.1}
5. Duct openings and other related air distribution component openings shall be covered during construction.(CGBSC 4.504.1)
6. Adhesives, sealants, and caulks shall be compliant with VOC and other toxic compound limits.(CGBSC 4.504.2.1)
7. Paints, stains, and other coatings shall be compttant with VOC limits. (CGBSC 4.504.2.2)
8. Aerosol paints and coatings shall be comptiant with product wetgtrted MIR limits for VOC and other toxic compounds.(CGBSC 4.504.2.3)
9. Carpet and carpet systems shall comply with VOC limits.A letter from the contractor and _or the building owner certifying what material has been used and its compliance with the Code must be
submitted to the building lnspector.(CGBSC 4.504.3)
10. Documentation shall be provided to verify that compliant VOC limit finish materials have been used. A letter from the contractor and or the building owner certifying what material has been
used and its compliance with the Code must be submitted to the building Inspector. (CGBSC 4.504.3)
11. Fifty percent of floor area receiving resilient flooring shall comply with the VOC-emission limits defined in the Collaborative for High Performance Schools (CHPS) Low-emitting Materials List
or be certified under the Resilient Floor Covering Institute (RCFI) Floor Score program. {CGBSC 4.504.4)
12. Particleboard, medium density fiberboard (MDF), and hardwood plywood used in interior finish systems shall comply with low formaldehyde emission standards. A letter from the installer and
or the building owner certifying what material has been used and documenting its compliance with the Code must be submitted to the building Inspector. (CGBSC 4.504.5)
13. Building materials with visible signs of water damage shafl not be installed. Wall and floor framing shall not be enclosed when framing members exceed 19% moisture content. _
14. The moisture content of building materials used in wall and floor framing is checked before enclosure. Moisture content shall be verified by either a probe type or contact type moisture meter.
A certificate of compliance indicating date of test. location, and results issued by the framer subcontractor or General contractor must be submitted to the building inspector. (CGBSC 4.505.3)
15. Exhaust fans which terminate outside the building are provided in every bathroom that contains a shower or tub, capable of providing 5 changes per hour.
16. Per Sec 4.303.2 -When single shower fixtures are served by more than one showerhead, the combined flow rate of all the showerheads shaH not exceed the maximum flow rates specified in
the 20 percent reduction column contained in Table 4.303.2 or the shower shall be designed to only allow one showerhead lo be in operation at a lime. Exception: The maximum flow rate
for showerheads when using the calculation method specified in Section 4.303.1, Item 2, is 2.5 gpm @ 80 psi.
17. Per Sec 4.3Q3.3 -Plumbing fixtures (water closets and urinals} and fittings (faucets and showerheads) shall meet the standards referenced i11 Tabte 4.303.3. (See charts below.)
18. Per Sec 4.503.1 -Any instailed gas fireplace shall be a direct-vent sealed-combustion type. Any installed woodstove or pellet stove shall comply with U.S. EPA Phase II emission limits where
applicable. Woodstoves, pellet stoves, and fireplaces shall also comply with applicable local ordinances.
19. Per Sec 4.506.1 -Mechanical exhaust fans which exhaust directly from bathrooms shall comply with the following:
i. Fans shall be ENERGY STAR compliant and be ducted to terminate outside the building.
ii. Unless functioning as a component of a whole house ventilation system, fans must be controlled by a humidistat which shall be readily accessible. Humidistat controls shall be capable
of adjustment between a relative humidity range of 50 to 80 percent.
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Copyright Island Architects 2014
JOI!#: 3200
DRAWN BY: Author
PROJ. MGR.: Checker
DATE: ISSUE:
11/06/14 l st aide. Submittol
20. HVAC systems were sized and selected based on square footage and zon~ng. See Titl~-24 Rep?rt for additional information. ~OTE: _A sign~d affida~it from installer stating method used for
selection of Heating and Air Conditioning equipment and that such equipment was installed m accordance to that method Is reqmred; this affidavit shall be presented to the Building Inspector >------------j BEFORE Final Inspection.
TABLE 4.303.1 WATER USE BASELINE 1
FIXTURE TYPE
Showerheads, residential
Lavatory faucets, residential
Kitchen faucets
Replacement aerators
Gravity tank-type water closets
Flushometer tank water closets
Flushometer valve water closets
Electromechanical hydraulic W/C
Urinals
FLOW RATE 2
2.5 gpm @ 80 psi
2.2 gpm @ 60 psi
2.2 gpm @ 60 psi
2.2 gpm @ 60 psi
1.6 gallons/flush
1.6 gallons/flush
1.6 gallons/flush
1.6 gallons/flush
1.0 gallon/flush
DURATION
8min.
.25min.
4min.
1 flush
1 flush
1 flush
1 flush
1 flush
DAILY USES
1
3
1
3 ma\e
3 female
3male
3 female
3 male
3 female
3 male
3 female
N/A
OCCUPANTS: 6
120
9.9
52.8
57.6
BASE WATER USE: 240.3
Gallons Per Day
Per Day
20% REDUCTION: 1112.24 Altbw-Gallons
Fixture "Water Use" = Flow rate x Duration x Occupants x Daily uses
1. Use Worksheet WS-1 to calculate baseline water use.
2. The flow rate is from the CEC Appliance Efficiency Standards, Title 20, California Code of Regulations; where a conflict occurs, the CEC standards shall apply.
3. For low-rise residential occupancies, the number of occupants shall be based on two persons for the first bedroom, plus one additional person for each additional bedroom.
4. The daily use number shall be increased to three if urinals are not installed in the room.
TABLE 4.303.2 FIXTURE FLOW RATES
FIXTURE TYPE REDUCTION FLOW RATE MAXIMUM FLOW RATE AT~ 20
Showerheads 2.5 gpm@ 80 psi 2 gpm @80 psi
1.5 gpm @ 60 psi2 Lavatory faucets, residential
Kitchen faucets
2.2 gpm @60 psi
2.2 gpm @ 60 psi
CONSISTENCY DETERMINATION EXHIBIT
Gravity tank-typewater closets
Flushometer tankwater closets
Flushometer valvewater closets
Electromechanical hydraulic
water closets
1.6 gallons/flush
1.6 gallons/flush
1.6 gallons/flush
1.6 gallons/flush
1.8 gpm @60 psi
1.28 gallons/flush1
1.28 gallons/flush1
1.28 gallons/flush1
1.28 gallons/flush1
~ _ ;j)R PROJECT NO eo '5'-2-f
~ 7{p-',( Da1e: 12hs\\'S"'
Urinals 1.0 gallon/flush .5 gallon/flush
Dou Neu, City Planner
RECOMMENDED BY: ~ '1,off
DATE: J'l)\S:hS°'
1. Includes single and dual flush water closets with an effective flush of 1.28 gallons or less._ _ _ .
Single flush toilets-The effective flush volume shall not exceed 1.28 gallons (4.8 liters). The effective flush volume 1s the average flush volume when tested in
accordance with ASME A112.19.233.2.
Dual flush toilets-The effective flush volume shall not exceed 1.28 gallons (4.8 liters). The effective flush volume is defined as the composite, average flush volume of
two reduced flushes and one full flush. Flush volumes will be tested in accordance with ASME A112.19.2 and ASME A112.19.14.
2. Lavatory faucets shall not have a flow rate less than 0.8 gpm at 20 psi.
TABLE 4.303.3 STANDARDS FOR PLUMBING FIXTURES AND FIXTURE FITTINGS
REQUIRED STANOARDS
Water closets (toilets)-flushometer valve-type single flush, maximum flush volume ASME A 112.19.2/CSA 845.1 -1.28 gal (4.8 L)
ASME A 112.19.14 and U.S. EPA WaterSense Tank-Type High-
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REVISIONS
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Water closets (toilets}-flushometer valve-type dual flush, maximum flush volume Efficiency Toilet Specification -1.28 gal (4.8 L). ·-i-=
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0 I[') Water closets {toilets}-tank type
Urinals, maximum flush volume
Urinals, nonwater urinals
Public lavatory faucets:
U.S. EPA WaterSense Tank-Type High-Efficiency Toilet Specification
ASME A 112.19.2/CSA B45.1 -0.5 gal (1.9 L)
ASME A 112.19.19 (vitreous china)
ANSI 2124.9-2004 or IAPMO Z124.9 (plastic)
ASME A 112.18.1/CSA B125.1 Maximum flow rate -0.5 gpm (1 .9 Umin) -='---'-----'----------------------------
Public metering self-closing faucets:
Maximum water use-0.25 gal (1.0 L) per metering cycle ASME A 112.18.1/CSA B125.1
Residential bathroom lavatory sink faucets:
Maximum flow rate -1.5 gpm (5.7 Umin) ASME A 112.18.1/CSA B125.1
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General Notes
11/06/14
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PREPARED BY:
PASCO LARET SUITER AND ASSOCIATES 535 NORTH HIGHWAY 101, SUITE A SOLANA BEACH, CA 9/?a57 B5B-/!59-Bi?12
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2-18-14
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LEGEND:
VICfNfTY MAP
CLIENT:
SITE
PACIFIC
OCEAN
TIERRA DEL ORO LLC PO BOX 906 RANCHO SANTA FE. CA 92067
SITE ADDRESS:
5039 TIERRA DEL ORO CARLSBAD, CA 92008
APN:
210-020-08
/'/OT TO SCALE I 5
LEGAL DESCRtPTION:
LOT 8 MAP 3052
EASEMENTS:
EASEMENTS PER CHICAGO TITLE CO. REPORT
/ffJ. 7371201Be70 OATED /IOY. 9, i?012
BOUNDARY NOTE:
BEARINGS AND DISTANCES SHOWN HERON ARE DERIVED FROt,/ FOUND MONUMENTS AND
PROCEDURAL BOUNDARY CALCULATIONS.
NOTES:
THE PURPOSE DF THIS SURVEY WAS TO LOCATE AND MAP THE EXISTING TOPOGRAPHIC FEATURES ANO I/tlPRDVE/IIENTS ON THE SITE. DATE OF SURVEY: B-18-2013.
OI/IIE/1SIONS ARE /JIEAS!/RED BASED ON FOUND MONU/IIENTS, VNLESS OTHERWISE NOTED.
BENCHMARK:
CITY OF CARLSBAD CONTROL POINT NO. 57 (CLSB-057) 2. 5" DISK IN
DRAINAGE BOX AT THE SOUTHWEST CORNER OF AYENIOA ENCINAS
AND CANNON RD
DATUM: NAD29 ELEV.: 44.01'
--------SURVEY BOUNDARY
ADJOINING PROPERTY LINE
EASE/I/ENT LINE
AC ASPHALT SURFACE
100,00_,/ GROUND ELEVATION OR FINISHED SURFACE ELEVATION AS NOTED
Exwbi '' C.11 o~ "
CONSISTENCY DETERMINATION EXHIBIT
CONC
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(\ ~ PROJECT NO,_t.tLl~-2..<-I
~ ~ Date: 12.\1~115"
Don Neu, City Planner
RECOMMENDED BY: -~-~J:C: .. -t1&_
DATE: J2.\l~l\S-
CONCRETE SURFACE
TOP OF WALL
BOTTO/If OF HALL
FINISHED FLOOR
PGIIER POLE
MANHOLE
PLSA 2J2j
-;
!
I
, GRADING NOTES
(IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE
_ CARLSBAD MUNICIPAL CODE.)
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY
OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-
WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS
DISCOVERED DURING CONSTRUCT/ON. ALL PLAN REVISIONS SHALL BE PROMPTLY
SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERTIFICATE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST BE
FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE
PERM/TTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH
OCCURRANCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST
HAVE A RATING OF "A-" OR BETTER Ai'ID A SIZE CATEGORY OF CLASS V OR BETTER
AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE.
5. UNLESS EXEMPTED BY SECTION 301.(b)5 OF THE UNIFORM BU/Ll)INC COOE,
RETAINING WALLS OUTSIDE OF PVBLIC RIGHT OF WAY REQUIRE SEPARATE
PERMITS FROM THE BUILDING DEPAR7MENT.
6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM
THE CITY AND OTHER APPROPRIATE AGENCIES.
7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY
WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION
HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED.
8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL
OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE
APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET.
9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED BY THE CITY ENGINEER.
10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE
CITY.
11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
THE PROJECT SITE AT ALL TIMES DURING CONSTRUCT/ON.
12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED
OF: (A) SUMMARY SHEET. (8) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF
CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING
INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS.
13. A SOILS COMPACTION REPORT AND COMPLIANCE VER/FICA T/ON REGARDING
ADHERENCE TO RECOMMENDA T/ONS OUTLINED IN THE SOILS REPORT IS REQUIRED
PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING
SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE
STA TE OF CALIFORNIA PRING/PALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIF/CA T/ONS AND THE
• EARTHWORK SPECIF/CATIONS • ATTACHED TO THE PRELIMINARY SOILS
INVEST/GA TION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE
PROJECT INSPECTOR.
14. A PRECONSTRUCTION MEETING SHALL BE HELD AT THE SITE PRIOR TO THE
BEGINNING OF WORK AND SHAU BE ATTENDm BY All RFPRFSENTADYES
RESPONSIBLE FOR CONSTRUCT/ON, INSPECTION, SUPERVISION, TESTING AND ALL OTHER
ASf'ECTS OF THE WORK THE CONTRACTOR SHALL REQUEST A PRECONSTRUCT/ON
MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE(5)
WORKING DAYS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR WILL THEN BE
CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DA TE ANO TIME FOR THE
PRECONSTRUCTION MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO
SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR
AT THE MEETING.
15. ALL INSPECTION REOIJFSTS OTHFR THAN FOR PRECONSTRI/CDON MEFTING W/1 l BE
MAD£ BY CAil ING THF FNGINEERlNG 24 HOIIR INSPECDQN REQUEST I INF AT
(760) 438-3891. INSPECTION REQUEST MUST BE RECEIVED PRIOR TO 2:00 P,M.
ON THE DAY BEFORE THE INSPECTION IS NEE;DED. INSPECTIONS WILL BE MADE
THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER
2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.
-16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. C
17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING
A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING
THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE
OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE
EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLA T/ON
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR
MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. If THE PLAN VARJES [ROM THE SHORING SYSTEM
STANDARDS ESTABLISHED BY THE CONSTffUCTIOTV SfiFETY ORDERS. TITLE /l
CALIFORNIA ADM/NISTRA T/VE CODE, THE PLAN SHALL BE PREPARED BY A
REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA
EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION.
18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN
OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CAT/ON FOR BLASTING
PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERA T/ONS.
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA
DURING CONSTRUCTION, OPERA T/ONS WILL CEASE IMMEOIA TEL Y. AND THE
PERM/TTEE WILL NOTIFY THE CITY ENGINEER. OPERA T/ONS WILL NOT RESTART
UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY
ENGINEER TO DO SO.
20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERA T/ON OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCT/ON EQUIPMENT AND ANY OTHER ASSOC/A TED
GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. A/'10
6: 00 P.M. EACH DAY, MONDAY THRU FRIDAY AND /'IO EARTHMOVING OR GRADING
OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY
HOLIDAYS IS AVAILABLE AT THE ENGINEER/NC DEPARTMENT COUNTER.)
21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE
CITY ENGINEER FOR APPROVAL TWO FULL WORKING DA rs PRIOR TO BEGINNING OF
WORK.
22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE
DEPOSITED AT. A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL
ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERA T/ON.
23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE
TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN.
24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF
WATER IS NOT PERMITTED. ALL EARTHEN SWALES ANO DITCHES SHALL HAVE A
MINIMUM ONE PERCENT SLOPE.
25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION
CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY
THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR.
26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM
SURFACE ANO CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND
ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED
AND DISPOSED OF AT A SITE APPROVED OF BY THf CITY ENGINEER.
27. ALL SLOPES SHALL BE /RR/CA TED, STABILIZED, PLANTED AND/OR HYDROSEEDED
WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE
AS SHOWN ON THE APPROVED GRADING PLANS.
28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOP£$ ANO PADS AS REQU/RfD
BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR
THIS PROJfCT. DRAWING NO. 467-2A , AND/OR AS DIRECTED BY THE CITY
£NG/NEER OR PLANNING DIRECTOR.
29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COOROINA TE
THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE
AND /RR/CAT/ON PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS
WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS.
JO. WHfRE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE
GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILOf/VG
OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER
AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY
THE CITY ENGINEER.
31. THE CONTRACTOR SHALL VERIFY THE LOCA T/ON OF ALL EXISTING FACILITIES
( ABOVE CROIJND AND UNDER GROUND ) WITHIN THE PROJECT Sl1E SUFFICIENTLY
AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS
FOUND THAT THE ACTUAL LOCA T/ONS ARE IN CONFLICT WITH THE PROPOSED
WORK.
32. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR
FACILITIES AND SHALL COOROINA TE THE WORK WITH A COMPANY REPRESENTA T/VE.
UNDERGROUND SERVICE ALERT (800)422-4133
SDG&E ( 800)660-7 343
PACIFIC BELL (BOO)B92-0123
T/Mf WARNfR CABLE (760)436-7741
COX COMMurtrCA TIOTVS (760)806-9809
CITY OF CARLSBAD(STREETS &: STORM DRAIN) (760)434-2980
"CITY OF CARLSBAO(SEWER, WATER &: RECLAIMED WATER) (760)436-2722
'SAN DIECU/TO WATER DISTRICT (760)633-2650
"LEUCADIA WASTEWATER DISTRICT (760)753-0155
*VALLECITOS WATER DISTRICT (760)744-0460
*OLIVENHAIN WATER DISTRICT (760)753-6466
'BUENA SANITATION DISTRICT (760)726-1340
*AS APPROPRIATE
JJ. PERMIT COMPLIANCE REQUIREMENTS:
A. FOR CONTROLLED GRADING -THE APPL/CANT HIRES A CIVIL ENGINEER,
SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE,
OBSERVE ANO CONTROL THE WORK IN PROGRESS {15.16.120 A.BJ
CARLSBAD MUNICIPAL CODE.
8. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOi.LOWiNG
REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE
PROJECT INSPECTOR {15.16.120 A. 10} CARLSBAD MUNICIPAL CODE:
(1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA TING ALL
GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING
ANO /RR/CATION ARE INSTALLED IN CONFORMANCE WITH CITY
CODE ANO THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE
LETTER FROM CITY ENGINEERING DEPARTMENT).
(2) AS-BUil T GRADING PLAN.
(3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES
RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO
THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF
FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO
INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE
GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS ANO
RECOMMENOA T/0/'IS OVTL/NED IN THE PRELIMINARY SOILS REPORT
AND ANY SUPPLEMENTS THERETO.
(4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE
CITY.
34. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1)
YEAR AFTER THE CITY ENGINEER'S APPROVAL. THESE PLANS MAY BE REQUIRED
TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR
ANY SUCH RECHECK.
35. THE SOILS REPORT TITLED "REPORT OF GEOTECHNICAL INVEST/GA T/ON & COASTAL
BLUFF EDGE EVALUATION", PREPARED BY GEO TECHNICAL EXPLORA T/ON, INC., DA TED
NOVEMBER 12, 2013, SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL
GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDA T/ONS ANO
SPECIF/CA T/ONS CONTAINED IN SAID SOILS REPORT.
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT. THAT I
HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED
IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS
CONSISTENT WITH CURRENT STANDARDS.
EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ~T°"'~~TA~Yl.=OR~ _____ A T
(619) 466-100Q (PHONE NUMBER)
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON
SITE AT C01'1't'Ef'fff/'IT LOCATIONS TO FAC/t.lTATE RAPIIJ CONSTffUCTION OF TEMPORART
DEVICES WHEN RAIN IS EMINENT.
J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL
OF THE ENGINEER/NC INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER
TO THE SA T/SFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERA T/ONS OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A
HAZARDOUS CONDITION.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL
BE INCORPORATED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF
SLOPE AT THE CONCLUSION OF EACH IP'ORP(fNG DA r.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWl'I SHALL BE IN PLACE AT THE END OF EACH
WORKING DAY WHEN THE FIVE (5) DAY RAIi'/ PROBABILITY FORECAST EXCEEDS FORTY
PERCENT ( 40%). SILT ANO OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRA TE.
11. SHOULD GERM/NATION OF HYDROSEEDEO SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE
OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE
STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE
EROSION ANO SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVA T/ON,
STA TE OF CAL/FORl'IIA.
TEMPORARY EROSION CONTROL
PLANTING A@ IRRIGATION
ALL PERMANENT ANO TEMPORARY EROSION CONTROL PLANTING ANO /RR/CAT/ON SHALL BE
-INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD
SPECIF/CATIONS AND THE FOLLOWING:
A. HYDROSEEDING SHALL BE APPLIED TO:
1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN
THEY ARE:
2.
a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A
PUBLIC WALL OR STREET.
b. ALL SLOPES 4 FEET OR MORE IN HEIGHT.
AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS
EXIST:
a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL
LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING.
b. IDENTIFIED BY THE PARKS AND RECREA T/ON DIRECTOR AS HIGHLY
VISIBLE TO THE PUBLIC.
c. HA VE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER
THAT WARRANTS IMMEOIA TE TREATMENT.
8. HYDROSEEOED AREAS SHALL BE /RR/GA TED IN ACCORDANCE WITH THE FOLLOWING
CRITERIA:
1.
2.
3.
ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE:
a. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HANO
WA TERINC FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL
SYSTEM OF LOW PRECIPITA T/ON SPRINKLER HEADS PROVIDING 100%
COVERAGE.
b. GREATER THAN 8 'FEET IN HEIGHT SHALL BE WA TEREO BY A
CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS
PROVIDING 100% COVERAGE.
AREAS SLOPED LESS THAN 6: t SHALL BE /RR/GA TED AS APPROVED BY THE CITY
ENGINEER, PRIOR TO HYOROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED
SCHEME TO PROVIDE /RR/CATION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE
SPECIFIC REGARDING THE NUMBERS, TYPES ANO COSTS OF THE ELEMENTS OF THE
THE PROPOSED SYSTEM.
/RR/GA T/ON SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM
LEVEL FOR THE GROWTH OF THE HYDROSEEDEO GROWTH.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIF/CA T/ONS
CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK,
RESPONSIBILITIES FOR PROJECT DESIGN.
i; "f:f C. HYDROSEEDINC MIX SHALL CONSIST OF ALL OF THE FOLLOWING:
SETO MIX SHALL CONSIST OF NO LESS THAN:
COFFEY ENGINEERING INC . ,
RESS: 10660 "" • s Ran " Blvd, Suite 102
, STA TE: Sar/Dien , CA
FIRM·
ADO
CITY.
TEL£
BY:
2131 1077
PHONE· I tisB)BJ1 0111 . V'-
' ,NS. :»c EY
E. NO.: 62716 R.C.
REC/ STRA TION EXPIR T/ON DA TE: 6/30/16
DA
SOILS ENGINEER'S CERTIFICATE
/, JAIME CERROS , A REGISTERED (CIVIL/
GEOTECHNICAL) ENGINEER OF THE STA TE OF CALIFORNIA, PRING/PALLY DOING
BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT
A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS
SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DA TES OF
SEPTEMBER 19 , 20 1.J AND NOVEMBER 12 , 20].J_. TWO
COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY. WITH MY
RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY
ENGINEER.
SIGNED:
G.E./P.E. NO.: ""20:..:0'-'-7 __________ _
DATE:
LICENSE EXP/RAT/ON DATE: 9_/_3_0_'f_15 ____ _
OWNER'S CERTIFICATE
I ( WE ) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL
GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF
THIS SITE.
TlfRRA DEL ORO, LLC. DATE
SOURCE OF TOPOGRAPHY
~ESSJ a. 20 lbs. PER ACRE OF ROSE CLOVER
~ s. Co_.. b. 20 lbs. PER ACRE OF ZORRO FESCUE ,! "' c. 3 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA
-s d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA
No. C062716 e. 3 lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW)
f. 1/2 lb. PER ACRE OF DIMORPHOLECA
g. ITEMS c,d,e, ANO f OF THIS SUBSECTION MAY BE OMITTED ON
LOCATIONS WHERf THE AR[A BEll'IG HYDROSfEDED IS NOT VISIBLE
FROM EIT/'lfR A PVB!.fC STRf:ET OR RESIDENTIAL STRUCTURES.
h. ITEM a OF THIS SUBSECTION MUST BE /NOCULA TED WITH A
NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING
OR BROADCASTING BEFoRE HYl)ROSEEDING.
i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN
UNOPENED CONTAINERS WITH THE CALIFORNIA OEPARTNIENT OF
FOOD AND A CR/CUL TUR£ CERnFICA T/ON TAC ATTACHED TO, OR
PRIN1ED ON SAID CONTAINERS.
j. NON-PHYTO-TOXIC WEmNG AGENTS MAY BE ADDED TO THE
HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR.
2. TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS THAN 2000 lbs PER ACRE.
TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART. FOR
HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE
ANCHORED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 50% OF
THE STRAW INTO THE SOIL.
3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE: SULFA T£ 16 20 0 WITH 15% , --• • SULPHUR APPLIED AT THE RA 1E OF 500 lbs. PER ACF?£.
D. AREAS TO BE HYDROSEEDED SHALL BE PR [PARED PRIOR TO HYDROSEEOING BY:
1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMB/NAT/ON OF:
PER THAN 6: 1 a. TRACK WALKING SLOPES STE£
b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFF/CIENTL Y
FRIABLE.
c. Rf PP/NG AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b
ABOVE.
2. CONDITION/NC THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY:
SOIL MOISTURE TO PROVIDE A DAMP a. ADJUSTING THE SURFACE
BUT NOT SATURATED SEED B ED.
MENTS, PH ADJUSTMENT. LEACHING b. THE ADDITION OF SOIL AMEND
COVERING SALINE SOILS " 0 PROVIDED VIABLE CONDITIONS FOR
GROWTH.
ED TO PROVIDE A VIGOROUS GROWTH UNTIL THE E. HYDROSEEOE:O AREAS SHALL BE MAINTAIN
THE PROJECT IS PERMA/'if:NTL Y LANDSCAPE
THE PERMANEl'fT LANOSCAPIIVC, UIVTIL
D OR, FOR AREAS WHERE HYDROSEEOINC IS THE
THE PROJECT IS COMPLE1ED A/VD ALL BONDS
RELEASED.
''O" oC."' TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TEO BY FIELD
SURVEY METHODS FROM INFORMATION GATHERED ON NOVEMBER 15,
2013 BY JOSEPH C. YUHAS, LS 5211. CONSISTENCYDETERl\flNATIONE..XHIBIT
VICINITY
CITY or OCEANSIOE
7B
MAP
NOT TO SCALE
CITY OF VISTA
PACIFIC
OCEAN
BENCH MARK
CITY or ENCINITAS
DESCRIPTION: CITY OF CARLSBAD CONTROL POINT NO. 57 (CLSB-057).
2. 5" 0/SK IN ORAJNAGE BOX
LOCA T/ON: SOUTHWEST CORNfR OF AVENI/JA ENCINAS AND CANNON ROAD. RECORDED: _________________ _
ELEVATION: 44.01' DA TUM: l'IGVD 29
REFERENCE DRAWINGS
DWG 3052 (MAP)
DWG 141-5 (SEWER)
DWG 233-B (STORM DRAIN)
WORK TO BE DONE
THE GRADING WORK SHALL CONSIST OF THE CONSTRUCT/ON OF ALL CUTS AND FILLS,
REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, ANO
PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS,
AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOW/'/ OR REQUIRED ON THIS SET
OF PLANS Al'II) THE CITY STANOAROS, SPECIF/CA T/OIVS, RfQUIREM£NTS, RfSOLUT/ONS
AND ORDINANCES CITED ON THESE PLANS.
THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING
DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCT/ON, AS DIRECTED BY THE CITY
ENGINEER.
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD ENGINEERING STANDARDS
3. THIS SET OF PLANS
4. RESOLUTION NO. 7101 DA TED May 20, 2015
5. THE STANDARD SPECIF/CA T/ONS FOR PUBLIC WORKS CONSTRUCTION (GREEN
BOOK}.
6. SOILS REPORT AND RECOMMENDA T/ONS ayGEOTECHNICAL EXPLORATION, INC.,
_____ DA TED NOVEMBER 12, 2013
7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS ANO AS MAY BE MODIFIED BY
THE CITY OF CARLSBAD STANDARDS.
8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DATED __________ _
9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED ~N=/."-'A _____ _
10. STORM WATER POLLUTION PREVENTION PLAN PREPARED
BY COFFEY ENGINEf.R((YC, 1/'IC. DA TEO ______ _
11. STORM WATER MANAGEMENT PLAN PREPARED BY N/A DATED ________ _
12. CALIFORNIA STORM WA 1ER QUALITY ASSOC/AT/ON BMP CONSTRUCTION HANDBOOK ANO
CAL TRANS COl'/SfflUCT/ON SITE BMP MANUAL.
DESCRIPTION
PROPERTY LINE
ROW CENTERLINE
(E) CONTOUR
(P) CONTOUR
(E) SPOT ELEVATION
(P) SPOT ELEVATION
LEGEND
DWG.NO.
DRAINAGE SWALE OR DIRECTION OF FLOW
(P) RETAINING WALL (NON-STANDARD PER SEPARATE PERMIT)
(P) CMU STEMWALL
(P) WALL
(P) BUILDING BASEMENT ADDITION
(P) BUILDING FOOTPRINT (BUILDING ADDITION)
(E) BUILDING FOOTPRINT
(P) COBBLESTONE DRIVEWAY
(P) CURB OUTLET -TYPE A
(P) 6" PVC DRAIN LINE
(P) 4" PVC DRAIN
(P) LANDSCAPE DRAIN
(P) PERMEABLE STONE WALKWAY
(P) CONCRETE WALKWAY
(P) COBBLESTONE PAVEMENT
SDRSD 0-14 (MOD)
SDRSD 0-25
*SEE MATERIAL t.A.YOUT Pl.AN LI. I FOR PAVEMENT MATERIAL UST
REQUIRED TREATMENT CONTROL BMP TABLE
TYPE DESCRIPTION OWNERSHIP MAINTENANCE
AGREEMENT
SYMBOL QUANTITY
--''i.-
---90---
---90---
\i,__ _ _,v
L__J
1°1
SHEET NO. MAINTENANCE
FREQUENCY
EARTHWORK QUANTITIES SUSMP PROJECT PRIORITY
CUT: ____ _,3"'0"'-0 CY ♦
FILL: JO CY*
IMPORT: CY "AS BUILT"
EXPORT: 1540 CY*
REMEDIAL: CY
♦ POOL EXCAVATION IS 70 CY RCE EXP. DATE
** BUILDING EXCAVATION IS 1200 CY
* GRADING OUTSIDE THE BUILDING NOT INCLUDING POOL REVIEWED BY:
INSPECTOR DATE
I SH3TS I I SHlET I CITY OF CARLSBAD
ENGINEERING DEPARTMENT
GRA!llNC AND EROSION CONTROL PLANS FOR:
TIERRA DEL ORO, LLC
5039 TIERRA DEL ORO
TITLE SHEET
APPROVED: JASON S. GELDERT TOPOGRAPHY SHOWN HEREON CONFORMS TO NA T/ONAL MAP
ACCURACY STANDARDS. ~.· FORPROJECTN.O. Cl)\'5-2.,f Tu DllteJl\\s\ IS:
CARLSBAD MUNICIPAL WATER DISTRICT PROJECT LOCATION
THIS PROJfCT IS LOCA TEO WITHIN ASSESSORS PARCEL NUMBfR(S)
210 020 08
THE CALIFORNIA COOROINA TE INDEX OF THIS PROJECT JS:
N 350 E~1=66"'5'----------
Dem Neu,.!City :planner
RECO~NDEDBY Jo.w ~ ~
DATE 12-\15\15"'
DAVID A. HAUSER
DEPUTY CITY ENGINEER R.C.E. 33081
/1\
DATE INITIAL DATE REVISION DESCRIPTION EXP. 6/30/08 ENGINEER OF WQRI(
CITY ENGINEER RCE 63912 EXPIRES 9/JQ/16 DAlE
OWN BY: PROJECT NO. DRAWING NO.
DATE INITIAL DATE INITIAL CHKD BY: CDP 14-05 487-2A OTHER APPROVAL CITY APPROVAL RVWD BY:
I
1 l
'''0''
NEW 4" ROLLED CURB
AND GUTTER
AT DRIVEWAY
--------------------------·-----
4' p£R o-25 , Tf?AIIS(IIOII'
5.61 EXISTING 4"
ROLLED CURB
AND GUTTER
AT NEIGHBORS
FRONTAGE
SAWCUT EXISTING CURB
-BEGIN
\_EXISTING ASPHALT PAVING,
TO REMAIN -
REPLACE IF OAMAGED
CURB & GUTTER SECTION IMMEDIATELY
ADJACENT TO D-25 CURB OUTLET
TO BE PER S.D.R.S.D. G-2 (6" BOTH SIDES)
MAINTAIN EXISTING FLOW SLOPE
THROUGH NEW CURB AND GUTTER SECTION
1. SEE S.D.R.S.D. 0-25 FOR CONSTRUCTION OF CURB OUTLIT STRUCTURE
DETAIL
~
.,,,,. .,,,,.
.,,,,. .,,,,.
\ ~ \
\
\
\
\
\
\
\
\
\
,
\
\
\
\
CONSISTENCY OETERMlNATION EXHIBIT
{\ ...... JfRPROJECTNO.CDIS:.Za.i
~N\ &, Date:1'lbshs:
Don Neu, City Planner
RECOMMENDED BY ,::);f:00 £,J.(. ~h)_
DATE i'2-\15\ I~ '
PRIVATE STORM DRAIN DATA
SEGMENT SIZE TYPE SLOPE
AB 4" PVC .010
BC PVC .010 55
OF 6" PVC .010 20
6" PVC .010 20
FH1 PVC .010 48
GH1 6" PVC .010 27
PRIVATE CATCH BASIN DATA TABLE
SYMBOL DESCRIPTION RIM IE
4" PVC DRAIN 37.4 35.4
6" PVC DRAIN 34.8 30.7
6" PVC DRAIN 32.5 22.5
6" PVC DRAIN 21.5 20.0
6" PVC DRAIN 21.5 20.0
8" PVC DRAIN 21.5 19.8
6" PVC DRAIN 21.5 20.0
SUMP-PMP 25.5 16.0
(]) 6" PVC DRAIN 21.6 20.2
J
·1
1 ' I
l
I SH2ET I CITY OF CARLSBAD I SH3TS I
ENGINEERING DEPARTMENT
GRADING AND EROSION CONTROL PLANS FOR:
TIERRA DEL ORO, LLC
5039 TIERRA DEL ORO
GRADING AND DRAINAGE PLAN
APPROVED: JASON S. GELDERT
CITY ENGINEER RCE 63912 EXPIRES 9/30/16 DATE
OWN BY:
I
PROJECT NO.
I
DRAWING NO.
CHKD BY: CDP 14-05 487-2A RVWD BY:
\\ 5 II
JELLYFISH DESfGN NOTES
JELLYFISH lREATMENT CI\PACllY IS A FUNCllON OF THE CARTRIOOE SELECTION Mil THE NIIM5ER OF CARTRIIJGES. THE ST~ MANHOLE
smE IS SHOWN. -· MANHOLE JELLYFISH F'EAKTREATMENT CAPACITYIS 0.45 CFS,AllllWIXIM\IM BYPASSCAPACI1YIS2.50CFS. IFTHE SITE
CONDmONS EXCEED TOTAL CAPACITY, AN UPSTREAM BYPASS STRUCTURE IS REQUIRED.
CARTRIDGE SELECTION
CARTRIDGE DEPTH
OUTl.ET INVERT TO SlRUCTVRE INVERT
FLOW RA TE HIGH-FLO/ DRAINDOWN c:fa
MAX. CARTS HIGH-FLOIDRAINDOWN
MAX. BYPASS (cfl)
MAX. TREATMENT (c:fa)
54•
7'-5"
cart
0.46
MAX. lREATIIIENT AND BYPASS (cfs) OTAL CAPACITY 2.95
FRAME AND COVER
(DIAMETER VARIES)
N.T.S.
HATCH
(036" CAST INTO SLAB)
N.T.S.
SO:E SPECIFIC
DATA RECMFIEMENTS
STRUCTURE ID
WATER QUALITY FLOW RATE dll
BYPASS FLOW RATE "'9)
PEAfl: FLCl'I RATE c:fa
RETURN PERIOD OF PE:AKFLOW
I OF CAftTR!IKlES REQUIRED HF/ DD
CARTRIDGE S1i!E
•
0.05
•
100
1/1
•
PIPE llATA: I.E. MAT'L DIA SLOPE 'II HGI.
19.Q • • • •
ll'&E:TIII! • • • • •
OliTI.ET 18.6 • • • •
SEE GENERAL NOTES &-10 ~ INLET AND OUTLET
HYDRAULIC AND ~ZING Reg\/lREMENTS,
RlMaEVATION
Nm-Fl.0TATl0N BALLAST WICTH HEIGHT • •
NOTESISPECIAL REQUIREIIIENTS:
• PER ENGINEER OF RECORD
\
\
\ \
\
' I
I
-·~~-~~~,]
BASE}A.E}iT FF=23. ~
PROPOSED
MAiN _rp.-.-.-.-33_ o
PROPOSED BASEMENT
ADD!!lON fT"·"-22.0
PAfi,.0,-21.3
I J
o I I
CONSISTENCYDETERlv!INATION EX'1-tffiIT Q, FORPROJECTNO.C,t>IS~2~ 7--21,i,{ Date:12.l~
Don Neu,City Planner
RECOMMENDED BY J;,_W\ ~4 (JJ'J...
DA'JE: \'2.\\'S"\ 1'5'"'
MAINTENANCE CONDITIONS:
MAINTENANCE INTE/i/VALS FOR THE JELLYFISH FIL TE/ii SHOULD BE
PERFORMfD QIJARrrRLY DURING THE FIRST YEAR TO ODFRM!NE A
MAINTENANCE SCHEDULE. MAINTENANCE INTERVALS VARY DEPENDING ON
UNIT APPLICATION.
REMOVE SEDIMENT AND DEBRIS USING THE MAINTENANCE ACCESS PIPE.
AFTER SEDIMENT REMOVAL CHECK CARTRIDGES FOR VIABILITY ANO NEED
FOR REPlACEMENT. DISPOSAL FROM THE UNIT SHOULD BE DONE IN
CONFORMANCE WITH LOCAL GUIDELINES.
COURTYARD
GENERe!:: "Pis§~
PREScRVATION OF
EXIST/NC VECUAnON
8EY()M) PER EC-2,
TYPlr:AI..
1. CON I ECr! 1 0 PROVIDE AI.L MATERIALS UNLESS N0TED OTHERWISE.
--
¼"''"""-,-..,.,_,,,o·--·---.,_
10 20 40
! ;
SCALE: 1 "= 1 O'
2. FORSITESFECiriC DRA1'11mi1SWITH CIETAIL.ED STRUCT1JRE DHNSfONS AND WEIGHT, PLEASE CONTACT YOUR CUNI ECh ENGINEERED
S01.lilTlCNS REPRESE..TATIYE. -.cc:a..d:W,..m,
3. .IEU.TFISH WATER ~ITT STRWCT\/RE Sl¥iLl. BE IN ACCOffllANQE WITH ALL gE:SIGN DATA AND INFORIMTl0N CONTAtNel:> IN THIS DRAWING.
CQN"TRACTCR TO CON'Flffl'II ST!M::TURE IIIIEETS REQVJREMENTS OF PROJECT.
4. STFlldC'NRE Sl1ALL MEET; IIIRM'I O l-!5-20 ~ PER AFPl«NING JURIS0!CTICIN REQ\llFCEMENTS, YfHICHEVER IS MORE: Si RiNG1:NT, ASSUMING EARTH
WfER OF II' -3', ~ ~TER El.eYATION AT, OR BEi.OW, TI1E QUTLET f'IPE INVERT ELEVATION. ENGINEER Qf REQ0RD T0 CCNFIIGil
AC'1\IAL GRC\JNlm'ATER ELEVATIClN. CASTINGS $HALL JIEET AASKTO 111008 LOAD RATING AND BE CAST WITH Tl1E CON1cCr, LOGO.
5. STRl.lt:'NRE S11ALL BE F'REQIIST CONCRETE CONFORMING TO ASTM c-478 ANO AASHTC LOAO FACT0R DESIGN r,iETHOC.
5. iNi,ET HGL l'l0T TO laJIQEE0 6" BEi.CW THE TOP CF THE MAW. DIIR!NG TNE PEAK DES!lm STCRlfi, OR 10-YE:Aft Si iJRM (WHICHeYER IS GREATER).
7. IHI.ET PIPE INWERI ~ATIQN VARIES Fff0M IJ" TO 8" MAXIM\JM PBOVE Tl1E 01.TLET PIPE INVERT.
8. OUTIET PIPE INVERT IS EQ\/AI. TO 'll'IE: CAR I RIWE llECK ELEVATION.
9. THE OVTLET PIPE DWIIC, ..:R l'0IR NEW INSTPII.IATICl'IS IS T0 BE 0NE f'lf'E SIZE LARGER THAN THE INI.ET f'1PE AT l=QUAL CR GREATER SLOPE.
10. TPE DlrFCJ.ICCE IN THE INIET MD 0lffiEI' PIPE EI.EVAm;!NS Fl1rs HE I ROFi i INSTAI.LATIONS T0 =XIS I IN6 STORM l:IRAIN PIPES SHALL BE EQUAL
TC TPIE SLOPE OVER 111£ IMIUCT.11 r1F Tl'IE IW\lfl 10LE; N0T T"'= E.XCEED ~ 1111 YERTICAL biFFEIEIHIA\. BE l'WEBf fllru:T MO 01,ilLET PIPES.
11. NOFRJ.,..._,-S\ll!ISTITUTlCISlfflLL BEACCEPIS\> 111111.ESSSli&ili, 15D TOCIATSPRIORTO ~ EIID OATE, ~M 0i1C..IS\> c,Y1"E
i:aNG\IGAuFREWRD.
CONTECtr
&NQ1ftiLkiD $OWTIQN$ ~
m.Cu111&ul1EiB,w:11
91125COffl!e PlllnlBDr., S11111>41lD, -~. OH 45llll9
8111>-331t1122 5 5
JELL YFfSH JF4
STANDARD OETAtL
ONLINE CONFIWRATION
•
LEGEND
DESCRIPTION
PROPERTY LINE
SILT FENCE
PRESERVATION-OF -EXISTING
INLET PROTECTION
GRAVEL BAG BERM/BARRIER
DIRECTION/COURSE OF FLOW
HYDRAULIC MULCH/HYDROSEED
STABILIZED CONSTRUCTION ENTRANCE
MATERIALS DELIVERY AND STORAGE AREA
TEMPORARY TRASH/SOLID WASTE
HAZAROOUS AND CONCRETE
WASTE MANAGEMENT
SANITARY WASTE
(PORTABLE TOILET)
• DWG.NO.
SE-1
l:C-2
SE-10
SE-6
EC-1, EC-4
TR-1
WM-1
WM-5
WM-6, WM-8
WM-9
SYMBOL QUANTITY
N45~5~5"W
-D C C 200 LF
t..L.L.t..L.t..i..t.. 12,450 SF
@ 16 Ei\
~ 20 Ei\
~ 600 SF
ffgglfggJ 280 SF
WM-1 1 £A
Wlv/-5 1 EA
Wlvl-6 1 EA Wlv/-8
I WM-91 1 £A
STANDARD DRAWINGS (SE-5, WM-5, ETC.) CAN BE FOUND AT THE
CALIFORNIA STORMWATER QUALITY ASSOCIATION (CASOA) WEBSITE:
http://www.cabmphandbooks.com/
BYF. SS
MAH4 I e;w:;; CCE
AO SSWALL
A 11\A.W. BJIIFF\E WALL.
L~
CONTRACTOR TO GRO\JT
T0 FINISHED GRADE
!)RADE
RINGSIRISERS
MA ff. ORIFICE
BYPASS.clillliCIEMCE
ACCESS ffAU. (rtl.AW.)
,tn0WFLEfflU
INLET HGL MAX. 5LEYATiON
SEE GErERAL. NOTE &
S" MIN.
INLET PIFE (12" Iii IIIAX.)
SEE ,.,EHER.... NOTES 7 AMI 111
~TDR
SIIIRT
JELL YFJSH JF4
STANDARD DETAA.
ONLINE CONFIGURATION
..
STEPS
(l0CATICN
IMYYJIRY)
PLANVEW
HI-HQ
CARTRIWE
FRAME:AND COYER SHOWN
(NATCI, OPI ION l"~IISH
mTH TOP OF SiRUCTUftEJ
..... , .. . · .. •· .... "· ,·.' . ·. . . -.
•
. .. ··
~
P00lffEIR
(8" l1IGHl
OUTLET PIPE
1W fJ MAX.) aeena.ll
NOTES8,9~11l
CARTRIDGE
DECK <
"· ... ;,.. :-" ' . ... . . .. • • • ;I
I SH3ET I CITY OF CARLSBAD I SH3TS I
ENGINEERING DEPARTMENT
GRADING AND EROSION CONTROL PLANS FOR:
TIERRA DEL ORO, LLC
5039 TIERRA DEL ORO
EROSION CONTROL PLAN
APPROVED: JASON S. GEUlERT
CITY ENGINEER RCE 63912 EXPIRES 9/30/16 DATE
OWN BY: PROJECT NO. DRAWING NO.
CHKD BY: CDP 14-05 487-2A RVWD BY:
,, r i\