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SUMMERS/MURPHY 8t PARTNERS, INC
LANDSCAPE ARCHITECTS
34197 COAST HIGHWAY, SUITE 200
DANA POINT, CALIFORNIA 92629
(949) 443.1446 FAX (949) 443.1631
Lp,ND SC,q,o
Q�� Murphy Fq,Q
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Signature
7-31-14
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These drawings and/or the
accompanying specifications
are the exclusive property of
Summers/Murphy & Partners,
Inc. and their use and publi-
cation shall be restricted to the
original site for which they
were prepared. Re -use, repro-
duction or publication by any
method, in whole or part, is
prohibited except by written
2. Douglas Fir, Redwood,. Western Red Cedar oras shown on the drawings. permission from Summers/
I. GENERALMurphy & Partners, Inc.
IV. CONCRETE G. Clean -Up 3. Posts, Plates and other at -grade connections to be Redwood, Western Red Cedar or pressure
Scope of work - Provide all labor, materials, tools, equipment, transportation and necessary incidentals 1. Upon completion of work, remove all forms, debris, material and tools from site. treated Douglas Fir as shown on the drawings.
A. Contractual Relationship for the completion of all concrete flatwork as shown on the drawings including but not limited to the 4. Hardware -column bases -'Simpson Strong Tie' or equal. Post caps and strap ties -'Simpson
In the performance of this contract, Contractor shall hold Landscape Architect and Owner harmless from following:
any and all liability, costs and charges arising out of, or in connection with, contractors, employees, or it's
se eve ing ov mu tl-part polyurethane construction sealant by L.M. Scofield, in
matching color.
V. BLOCK MASONRY
Strong Tie' or equal. Joist hangers and heavy angles - 'Simpson Strong Tie' or equal. Screws, hinges,
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DESIGNED BY:
RH
agent's negligence, omissions, errors.
A. Materials
Scope of Work - Provide all labor, materials, tools, equipment, transportation and necessary incidentals
nails, bolts, and washers. All hardware material to be galvanized.
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CITY ENGINEER RCE NO. 51182 DATE
B. Errors or Conflicts
1. Cement - Standard Portland Cement, per designation C-150 of the ASTM Type 11, III, or V,
for the completion of all block masonry as shown on the drawings, including but not limited to the
2. Sand smooth all exposed surfaces is specified as S4S.
If any errors or conflicts are discovered in the plans or notes, they shall be interpreted so as to
low alkali, single brand throughout. Refer to Soil Engineer's Report for Recommendations.
following:
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5. Stain and paint - as selected and shown on drawings.
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accomplish the real purpose of those plans and notes.
2. Aggregate - ASTM Specification C-33 3/4" maximum size. Decorative aggregates or pea
A. Materials
6. Concrete - Class A minimum 2,000 PSI at 28 days.
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C. Additions, Deviations and Alterations
rock as shown on drawings. Fine natural sand, well graded conforming to ASTM C-144.
1. Slump block units meeting grade A, ASTM C-90, concrete block units Grade A, ASTM C-90.
B. Rough Carpentry
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Na deviations or alterations from the plans and specifications will be permitted unless authorized by the
3. Water - Water used shall be of potable quality.
2. Cement - Standard Portland Cement ASTM designation C-150 Type I or II, low alkali.
1. Set all posts, beams, rails and framing plumb and true to line as shown on the drawings.
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Owner or the Landscape Architect. Should deviation from plans and notes become necessary due to
conflicting site conditions, Owner and Landscape Architect shall approve in advance any such deviation.
4. Steel - Reinforcing steel for decks and walks to be intermediate grade deformed bars
conforming to ASTM A-615 and/or Grade 40. Mesh ASTM A-496, size where shown on
3. Sand - Clean, well graded ASTM designation C-144.
D. Protection and Cleanup
No additional work will be authorized without the express written authorization from the Owner.
drawings.
4. Water - Water used shall be of potable quality.
2. Connections -make all connections as shown on the drawings.Splice lumber at posts only.
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When so required the Owner Landscape Architect, Contractor shall submit for approval samples of
5. Expansion Joints -Asphalt impregnated felt. Polyfelt Ethafoam as indicated on the
E. Grouting of Masonry
Utilize all nail and/or bolt holes for all hardware.
D. interpretation
drawings.
5. Steel - Reinforced steel for wall to be Grade 40 deformed bars ASTM designation A-165.
3. Ease all top edges of exposed lumber for bench tops, low walls, etc., where surface contact
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The Contractor shall comply with the obvious intent and meaning of these plans and specifications which
6. Control Joints - Saw cut joint 114 of slab thickness. Hand tooled score joints 1/4"
6. Concrete - Class A concrete minimum 2,000 PSI at 28 days.
is provided.
shall be construed to include all labor, material, tools and equipment necessary to complete the work
deep minimum where shown on the drawings.
3. Provide minimum 3/4" between steel reinforcing and blocks.
4. Post base - set post column base as shown on drawings, providing minimum 1" clear all
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specified herein in a workmanlike manner in strict accordance with plans and notes. Should any
questions arise as to the intent and interpretation of these plans and notes, Contractor shall refer to
7. Cold Joints - Butt type, butt type with dowels. Screed key joint as indicated on the
7. Mortar - by volume, freshly prepared, uniformly mixed in ratio 1 part cement, 1/2 part lime putty,
4-1/4 parts sand, conforming to ASTM C-270. Omit lime putty if plastic cement is used.
sides from finished post base to top of paving.
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Owner and Landscape Architect whose decision thereon shall be final
drawings.
8. Grout - b volume fresh! prepared, uniform) mixed 1 art cement 3 arts sand 2 arts ea
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5. Countersink nails and bolts in all locations where surface contact is provided, i.e., bench top
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Contractor shall be responsible for verifying the location of all underground utilities, electric cables,
conduits, sprinkler lines and all utility lines prior to any construction.
3. Place sand or aggregate base as shown on the drawings and as specified by a Soils Engineer:
gravel.
etc.
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8. Joint Sealant - Two parts Polysulfide sealant as manufactured by Thiokol, Class AS, B. Laying of Masonry C Paintin and Stain
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E. Observation and Refection of Materials and Workmanship
All materials and workmanship furnished or performed by Contractor shall be subject to final observation
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se eve ing ov mu tl-part polyurethane construction sealant by L.M. Scofield, in
matching color.
1. Lay all masonry straight and true to line with vertical joints plumb over each other. Horizontal
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1. Fill all seams and cracks with Latex caulk and/or wood dough to insure an even surface.
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DESIGNED BY:
RH
and acceptance by Owner and Landscape Architect upon completion of all contract work whether
9. Curing Material - Hunts process MD7C. 'Lithochrome' color wax for color conditioned
joints shall be level. Headers and corner units to show finished faces where exposed. Joints
and bond pattern to be as shown on the drawings.
1. Provide all lighting fixtures with Underwriters Laboratories labelingand where exposed to
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weather damp area labeling.. Provide all fixtures, poles, etc, with permanent level or
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CITY ENGINEER RCE NO. 51182 DATE
previously paid for or not. At any and all times during the performance of this contract, Contractor shall
concrete by L.M. Scofield, in matching color of concrete as indicated on the drawings.
Soils Engineer.
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2. Sand smooth all exposed surfaces is specified as S4S.
make available for observation, test and approval, materials and workmanship. Failure of such observers
to make observation, tests or approvals shall not prejudice the right of Landscape Architect or Owner on
10. Color Conditioned Concrete - Chromix admixtures for integral colored concrete by L.M.
C. Reinforcing
3. Prime all painted surfaces with one coat primer.
final observation. Contractor shall promptly replace any and all material, workmanship and equipment
Scofield Company.
1. All bars in masonry shall be lapped a minimum of 40 bar diameters. Dowels for walls and
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which does not conform to the plans and notes. All materials used on this contract shall be new and the
columns to be same size as wall reinforcing. Refer to Structural Engineer's specifications for
all steel sizes and locations.
4. Paint with minimum two finish coats for painted surfaces.
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best marked quality unless specified otherwise.
11. Dust -On Color -'Lithochrome' color hardener by L.M. Scofield Company.
2. Upon completion of work, remove all mortar droppings, debris, materials and tools from site.
5. Stain with minimum two finish coats for stain surfaces.
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1. Prior to covering of trenches, drain line and basins shall be checked to insure proper flow and
12. Surface Retardant-'Lithotex' top surface retarder as menufactured by L.M. Scofield
D. Cutting of Masonry
1. No cutting of masonry units shall be allowed unless shown on the drawings.
D. Protection and Cleanup
F. Samples
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Company, or'Sika' surface retardant or'Rugesol' as manufactured by Sika Corporation.
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1. Protect all existing work from paint overspray.
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When so required the Owner Landscape Architect, Contractor shall submit for approval samples of
Alternate method, after initial set, surface to be washed with a diluted solution of muriatic acid
E. Grouting of Masonry
D. Distribution Panel, Pedestal
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the various materials, and specify finish thereon.
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B. Subgrade
1. Grout all cells with vertical steel solid as shown on the drawings.
2. Upon completion of work, remove all scrap wood, debris, materials and tools from site.
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G. Local Codes
All construction shall conform to all local building codes and ordinances. It is Contractor's responsibility to
1. Grade all subgrades to a uniform depth and compaction. Moisten all subgrades prior to
2. Grout all cells below grade solid.
VI l 1. Metal Work
verify all codes prior to commencing work.
pouring of concrete.
3. Provide minimum 3/4" between steel reinforcing and blocks.
Scope of Work -Provide all labor, materials, tools, equipment, transportation and necessary incidentals
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2. Cut all footings in undisturbed or compacted soil
for completion of all metal work where shown on the drawings, including but not limited to the following:
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H. Utilities.
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F. Vr~eepholes
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Contractor shall be responsible for verifying the location of all underground utilities, electric cables,
conduits, sprinkler lines and all utility lines prior to any construction.
3. Place sand or aggregate base as shown on the drawings and as specified by a Soils Engineer:
1. Open joint weep holes at 32" O.C. maximum on bottom course of retaining walls with 1 cubic
foot gravel if shown on drawings or approved drainage system per Structural Engineer's
A. Materials
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specifications.
1. Steel tubing in sizes shown on the drawings ASTM designation 500 and/or hand forged, cold
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1. Removal of Debris and Clean -Up
rolled wrought iron in sizes as shown on the drawings.
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Contractor shall thoroughly clean and keep free of debris and waste material entire construction area to
the satisfaction of the Owner.
C. Forms
G. Expansion Joints
1. Provide vertical expansion joints in wall per local code and Structural Engineer's
2. Hardware - hinges, latches, bolts, washers, screws, etc., to be heavy duty.
1. Use only finished lumber. Set all forms true to grade and position.
specifications.
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3. Concrete - Class A concrete minimum 2,000 PSI at 28 days and/or 'Por -Rock as shown
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J. General
The general conditions and any special conditions that Owner may require shall apply with the same
force
2. Moisten all forms prior to pouring of concrete or use approved. form release agents.
H. Waterproofing
1. Waterproof all retaining walls below grade with asphalt emulsion, 2 coats.
on the drawings.
4. Paint - Zinc Chromate primer, 'Rustoleum' finish surface coats or equal. 'Metalizing'
and effect as though written in full herein for all construction sections.
or
D. Expansion Joints
1. Cleaning
galvanizing or powder coating if shown on the drawings.
1. Place expansion joints in concrete at intersection of concrete and fixed structures, i.e., garage,
1. Clean all masonry work, remove all mortar stains.
B. Fabrication and Installation
walls, base of steps, pool bond beam as indicated on the drawings.
1. Contractor shall make all measurement for fabrication in field prior to starting work.
il. SITE EXCAVATION AND ROUGH GRADING
2. Upon completion of work, remove all mortar droppings, debris, materials and tools from site.
Scope of Work -Provide all labor, materials, tools, equipment, transportation and necessary incidentals for the
2. Place control joint in concrete not to exceed a horizontal spacing as specified by a soils
VI. BRICK MASONRY
2. Horizontal bars to taper with grade or step with grade as shown on the drawings. Vertical
bars to be
completion of all clearing, stripping, excavating, backfilling, grading and related work as shown on the drawings,
engineer.
plumb.
including but not limited to the following:
3. Place construction joints in concrete where casting on concrete is to be stopped and
Scope o Work - Provide all labor, materials, tools, equipment, transportation and necessary incidentals
C. Welding
A. Protection of all curbs, walks, walls, structures and other existing work which into remain.
subsequent casting is to be started.
for the completion of all brick or stone masonry as shown on the drawings, including but not limited to the
1. Welding to comply with the requirements of standard code for ARC and gas welding.
following:
B. Clearing and stripping site of brush, debris and other foreign materials as outlined in the drawings.
E. Concrete
2, Weld to only clean, rust -free surface.
C. Excavation for all foundations and footings to the dimension and depth shown on the drawings.
1. Class A concrete shall contain not less than 5 sacks of cement per cubic yard and be
A. Materials
.
Bottoms of excavations shall be smooth and level. All loose material shall be removed therefrom.
proportioned to attain a maximum cylinder strength of 2,000 PSI in 28 days. Compressive
1. Brick or stone conforming to AST" y A-62 grade MW as shown on the drawings.
3. All welds to be continuous and free of cracks, craters and porosity. Tack welds not
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D. subgrades shall be watered and compacted to a relative compaction of 95 /o.
strengths are to be determined in accordance with ASTM C-39. The slump shall not exceed 4".
2. Cement -Standard Portland Cement ASTM designation C-150, Type II, II1, or V low alkali single brand
acceptable.
E. Subgrades under all paving shall be true to grade and cross section, hard, uniform and smooth
throughout. Refer to Soils Engineer's report for recommendations.
4. Grind smooth all exposed welds, match adjoining surfaces.
prior to placement of base material.
2. Concrete mixing - All transit mixed concrete shall be mixed and delivered in accordance with
5. Plug all open ends and tops, and weld.
F. Backfilling of all excavations and trenches after placement of foundations, walls, walks, utilities,
the requirement of Standard Specifications for ready mixed concrete ASTM C-94.
3. Sand - Clean, well graded ASTM designation C-144.
etc.,as outlined on the drawings. Compaction of backfill shall be in acceptance with Engineer's
D. Painting
specifications.
F. Concrete Finishing
4. Water - Water used shall be of potable quality.
1. Prime all metal work with one coat Zinc Chromate primer.
G. Grading of areas indicated in the drawings including bringing existing grades to within 1/10 foot
1. Broom Finish - Tamp fresh concrete with heavy metal grid. Screed with straight edge to remove
2. Paint all metalwork with 2 coats 'Rustoleum' in semi -gloss or flat as shown on the
plus or minus. Final design grades as indicated on the drawings.
all irregularities. Float to a smooth surface, steel trowel, and edge to an even hard surface.
6_ Steel - Reinforced steel for walls to be Grade 40 deformed bars ASTM designation A-165.
drawings. Paint to be 4 mils minimum dry thickness each.
H. Stockpiling of excavation material or import top soil fill and sand shall be asoutlined on the
Score as indicated on drawings. Use a new manila hemp bristle broom. Brush markings on
slab in uniform fashion as shown on the drawings.
3. Prime and paint per above, all field welds.
drawings oras approved by Landscape Architect.
6. Mortar - by volume, freshly prepared, uniformly mixed in ratio 1 part cement, 1/2 part lime
I. Clean up and remove all debris and surplus material and remove from site.
putty, 3 parts sand, conforming to ASTM C-270. Omit lime putty if plastic cement is used.
E. Protection and Cleanup
2. Rock Salt Finish -Tamp fresh concrete with heavy metal grid. Screed with straight edge to
1. Protect all existing work from paint overspray.
ill. DRAINAGE
remove all irregularities. Float to a smooth surface, steel trowel and edge to an even hard
surface. Score as indicated on drawings. Hand broadcast rock salt in even distribution
7. Grout - by volume, freshly prepared, uniformly mixed in ratio 1 part cement, 3 parts sand or 1
2. Obtain Fire permit where required for on-site welding.
Scope of Work -Provide all labor, materials, tools, equipment, transportation and necessary incidentals
and tamp in. Wash off concrete with enough pressure to dissolve rock salt after concrete
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has set.
part cement, 3 parts sand and 2 parts pea gravel.
3. Upon completion of work, remove all scrap iron, debris, materials and tools from site.
for the completion of all drainage systems as shown on the drawings, including but not limited to the
B. Laying of Brick
following:
3. Pea Rock Retarded Finish -Tamp fresh concrete with heavy metal grid. Screed with straight
1. Lay all masonry straight and true to line with brick vertical joints plumb over each other.
VIII. Landscape Lighting
A. Materials
edge to remove all irregularities. Float #o a smooth surface, steel trowel and edge even
Horizontal joints shall be level. Headers and corner units toshowfinished faces where
exposed. Joints and bond pattern to be as shown on the drawings.
Scope of Work - Provide all labor, materials, tools, equipment, transportation and necessary incidentals
1. Acrylonite Butalene - Styrene (ABS) Schedule 40 drain pipe, perforated or non -perforated in
hard surface. Apply surface retardant to finished surface, prior to initial set per manufacturer's
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recommendations, L.M. Scofield, using sprayer, providing even distribution. Reveal aggregate
for completion of all landscape lighting where shown on the drawings, including but not limited to th
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following:
diameters shown on the drawings.
by using water jet and coarse fiber brush to remove retardant paste from surface, washing
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C. Reinforcing
A. Materials
2. Basins and Drains - High impact plastic Styrene drain basins, catch basins with grates, high
impact
thoroughly until surface is clean and exposure is complete and uniform.
1. All bars in masonry shall be lapped a minimum of 40 bar diameters. Dowels for walls and
1. Lighting fixtures -Landscape up -lights, pole mounted fixtures, wall mounted fixtures,
plastic Styrene deck drains, and/or precast concrete drain box and catch basins and
cast iron grate in diameters and sizes as shown on the drawings. Stainless steel or brass deck
columns to be same size as wall reinforcing. Refer to Structural Engineer's specifications for
all steel sizes and locations.
and
low voltage lighting as shown on the drawings and fixture schedule..
drains in hardscape as shown on the drawings.
B. Trenching and Laying Pipe
4. Hand Seeded Aggregate Finish - Tamp fresh concrete with heavy metal grid. Screed with
straight edge to remove all irregularities. Float to a smooth surface. Hand seed surface in
D. Cutting of Masonry
1. Use masonry saw for brick cuts unless specified otherwise. Bricks cut less than 1/2 length
2. Conduit - Schedule 40 or better per local electrical code, wire and sizes per drawing and
schedules and/or non-metallic direct burial
1. Trenches to pitch a minimum of 1/8 per foot unless otherwise indicated on the drawings.
uniform fashion over entire area keeping stone 1/2 minimum from edges and expansion
shall not be used. Stone to be cut with chisel and hammer.
sheathed cable as shown on the drawings.
Contractor to verify all invert elevations and trench depth prior to excavation.
joints. Tamp aggregate to a uniform depth below concrete surface.
E. Grouting of Masonry
1. Grout core walls solid as shown on the drawings.
3. Panels, breakers, meters, electrical service pedestals, time switches, photo cells and
2. Bottom of trench shall be smooth and continuous to flow direction. A hollow shall be made to
related hardware as shown the drawings.
receive bell of pipe so the joint will not bear upon the subgrade. Adjustments to line and grade
5. Stamped Concrete - Tamp fresh concrete with heavy metal grid. Screed with straight edge to
2 Provide minimum of 2-1/2" routs ace betwe d bl b ; k 8 "
g p e ou a ric wa s. rovide minimum 3/4 4. Concrete - Class A concrete minimum 2,000 PSI at 28 days.
shall be made by scraping away or filling in with backfill under the base of the pipe and not by remove all irregularities. Float to a smooth surface. Apply color hardener'Lithochrome' by between steel reinforcing and brick.
wedging or blocking.
L.M. Scofield by the dry shake method using a minimum of 60 pounds per 100 square feet.
DRAWN BY-
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B. Lighting Fixture Installation
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RH
3. Trench material shall be used for backfill. However, no rocks or lumps shall be used. Welded
joints shall given least minutes setup before handling. Above the level of initial backfill,
Apply in 2 or more shakes and float after each shake. Trowel only after final floating while
concrete is still plastic using imprinting tools to make pattern as shown on the drawings.
'Lithochrome'
H. Waterproofing
1. Waterproof all retaining walls below rade with asphalt emulsion, or other as specified b
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1. Provide all lighting fixtures with Underwriters Laboratories labelingand where exposed to
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weather damp area labeling.. Provide all fixtures, poles, etc, with permanent level or
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CITY ENGINEER RCE NO. 51182 DATE
a
the trench may be backfilled with trench material.
c with
Apply color curing compound color wax by L.M. Scofield Company using roller
or sprayer. If 'Bomacron' type surface is shown on drawings, a release agent must be applied
Soils Engineer.
A
perpendicular support and guarantee to stay in alignment for a period of one year
4. Compaction - Compaction by tamping shall not be done in layers exceeding eight inches in
prior to texturing the concrete. Color curing compound may be optional, as indicated on the
I. Cleaning and Sealing
1. Clean all masonry work. Remove all mortar stains. Remove alkali with solution
minimum. Posts to be direct burial or mounted to template base, all as shown on drawings
and fixture schedules.
loose depth with each layer thoroughly compacted between.
drawings.
of muriatic
acid and water. Apply clear sealer to exposed surfaces if shown on the drawings.
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C. Underground Distribution
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C. Clean -Up and Testing
6. Sand Finish -Tamp fresh concrete with heavy metal grid. Screed with straight edge to remove
2. Upon completion of work, remove all mortar droppings, debris, materials and tools from site.
1. Provide plastic conduit and conductors in utility trenches per local code. The use of non
metallic sheathed cable rated for underground use is approved (if allowed by local authority
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1. Prior to covering of trenches, drain line and basins shall be checked to insure proper flow and
all irregularities. Float to a smooth surface, steel trowel and edge to an even hard surface.
VII. CARPENTRY
if suitably protected (i.e. in a trench with other piping with a concrete 3" cap or with buried
water tightness.
Prior to set, lightly sponge surface to reveal small surface fines while not exposing aggregate.
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Redwood planking.
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Alternate method, after initial set, surface to be washed with a diluted solution of muriatic acid
Scope of work - Provide all labor, materials, tools, equipment, transportation and necessary incidentals
D. Distribution Panel, Pedestal
2. The piping systems shall be flushed and cleaned prior to connecting to existing drain line, catch
and water, and brushed to reveal surface lines. Surface must be continuously wet to avoid
for completion of all carpentry as shown on the drawings, including but not limited to the following:
1. Provide panels, breakers, electrical service pedestals as shown on the drawings
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basin or storm drain systems.
acid burn.
complete with time switches, photo cells and related hardware as required.
3. Upon completion of work, remove debris, tools and surplus material from site.
Q.
Materials
A. 1. Wood - rough sawn, resawn, surfaced 4 sides where shown on the drawings, straight, sound,
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D. R. HORTON
TRACT 18244 - CFD LANDSCAPE PLANS
DRAWN BY-
CN
CONSTRUCTION
SP I FICATIONS
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DESIGNED BY:
RH
DATE:
06-16-14
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CITY ENGINEER RCE NO. 51182 DATE
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