Post on 11-Oct-2020
Murrieta Valley Unified School District MMHS New Classroom Building Addendum No. 05 1
ADDENDUM NO. 05 February 10, 2020
Murrieta Mesa High School New Classroom Building – DSA 04-118451 MURRIETA VALLEY UNIFIED SCHOOL DISTRICT Project No - 02132020 DSA No. - 04-118451 The following changes, omissions, and/or additions to the Project Manual and/or Drawings shall apply to proposals made for and to the execution of the various parts of the work affected thereby, and all other conditions shall remain the same. Careful note of the Addendum shall be taken by all parties of interest so that the proper allowances may be made in strict accordance with the Addenda, and that all trades shall be fully advised in the performance of the work which will be required of them. Bidder shall acknowledge receipt of this Addenda in the space provided on the Bid Form. Failure to do so may subject Bidder to disqualification. In case of conflict between Drawings, Project Manual, and this Addenda, this Addenda shall govern.
GENERAL NOTE 1) Bid date and time and submission location remain unchanged, as noted in the bid documents.
BID SCOPE CLARIFICATIONS 1) BNDS ADDENDUM NO. 05 – CHANGES TO SPECIFICATIONS
a. CHANGES TO PROJECT MANUAL TABLE OF CONTENTS
DIVISION NO. 01 – GENERAL REQUIREMENTS All Bid Packages – 1. Add Section 01 21 00 – Allowances
b. SPECIFICATION SECTIONS ISSUED All Bid Packages – 1. Section 01 21 00 – Allowances: Entire Section added.
c. SPECIFIECATION SECTION NO. 096516 – RESILIENT FLOORING Bid Package No. 07 – 1. Section updated, stair treads and risers added in paragraph 2.4.
2) BNDS ADDENDUM NO. 05 - ARCHITECTURAL DRAWINGS
a. SHEET NO. A8.3 Bid Package No. 07 – Revise currently issued drawing per AD5-A14.
b. SHEET NO. A9.17 / DETAIL 6 Bid Package No. 07, Bid Package No 08 – Revise currently issued drawing per AD5-A15.
3) BNDS ADDENDUM NO. 05 – CIVIL DRAWINGS
a. SHEET NO. C-2.1 Bid Package No. 01, Bid Package No. 13, Bid Package No. 14 – Revise currently issued drawing per AD5-C01.
b. SHEET NO. C-3.1
Bid Package No. 01, Bid Package No. 13, Bid Package No. 14 – Revise currently issued drawing per AD5-C02.
Murrieta Valley Unified School District MMHS New Classroom Building Addendum No. 05- 2
c. SHEET NO. C-4.1 Bid Package No. 01, Bid Package No. 13, Bid Package No. 14 – Revise currently issued drawing per AD5-C03.
4) BNDS ADDENDUM NO. 05 – STRUCTURAL DRAWINGS a. SHEET NO. S0.3
Bid Package No. 01, Bid Package No. 13, Bid Package No. 14 – Revise currently issued drawing per AD5-S01.
PRE-BID REQUESTS FOR INFORMATION 1. PB008 – REVISED CONSULTANT RESPONSE –
SUPERSEDES RESPONSE ISSUED WITHIN ADDENDUM NO. 04 Bid Package No. 10 – REVISED Response Section 10419 Dimensional Letter Signage should be “updated” in Addendum 4, not “omitted”. It still occurs in the Hallway where the ROTC display is going.
2. PB014 Bid Package No. 01, Bid Package 14 – Question Drawing Sheet C-4.1 reflects a new 18" Reinforced Concrete Pipe (RCP) Storm Drain Line to be installed. This line if installed would be directly below the "Site Electrical Duct Bank of Conduit" and water lines. These electrical conduit duct bank and water lines would not be able to be safely supported. See attached photos reflecting the site utility markings, and also reference the attached Sketch SK-001 S.D.-RCP. We proposed to utilize the existing 18" RCP storm drain lines to the existing storm drain system. Please review and advise. Response The existing storm drain line is to be utilized rather than demolishing and relocating it. 3-sack slurry to be provided under footing along south side of the building to drop the zone of influence away from the existing storm drain. See Addendum 5 with updates on sheets C2.1, C3.1, C4.1, and S0.3.
3. PB041 Bid Package No. 10 – Question Please provide clarification and information on the following: 1. 08 62 01 - Tubular Skylights. This Spec has not been found. No skylights have been located on the
drawings. 2. 10 26 00 Wall & Door Protection. These items have not been found on the plans. Spec also talks about
corner guards not found on plans. 3. Cat 10 Scope Note 15 says to include Tackwall. This has been assigned to CAT 08? 4. Cat 10 Scope Note 25 “Tackable panels at soffits and above casework”. Not found on plans? Tackable
panels have been assigned to CAT 8? Response 1. There are no skylights on this project. 2. Bid per plans and specs. 3. Cat 10 Scope Note 15 says to include tackwall - This is assigned to BP#10-Specialties, Building General
to furnish and install. 4. Bid per plans and specs.
4. PB042
Bid Package No. 02, Bid Package No. 06, Bid Package No. 08 – Question 1. Bid Package 02 makes reference to Specification 054000 Cold Form Framings as part of the Steel
Scope, but has no other references or requirements as part of Scope. Is Metal Stud Framing per 055400 to be part of Bid Package 02?
2. Bid Package 02 also references Fire Resistive Coatings as part of Division 07 as part of the Steel Scope, but Bid Package 06 also seems to be required to provide Fire Resistive Coatings. Is Division 07 part of Bid Package 02 Scope?
Murrieta Valley Unified School District MMHS New Classroom Building Addendum No. 05- 3
Response 1. Bid Package No. 06 will be responsible for 054000 Cold-Formed Metal Framing. 2. Bid Package No. 02 will be responsible for layout of 078123 Intumescent Fireproofing and 099726
Cementitious Coatings as applies to all Bid Packages. Bid Package No. 06 will be responsible for 099726 Cementitious Coatings. Bid Package No. 08 will be responsible for 078123 Intumescent Fireproofing.
END OF ADDENDUM NUMBER 05 ADDENDUM 05 ATTACHMENTS:
SPECIFICATIONS: 012100 – ALLOWANCES 096516 – RESILIENT SHEET FLOORING DRAWINGS: Size 42X30 AD5-A14 AD5-A15 AD5-C01 AD5-C02 AD5-C03 AD5-S01
Murrieta Mesa HS New Classroom BldgMurrieta Valley Unified School DistrictBakerNowicki Design Studio #17028-00
Table of Contents - Page Count000110 – 1
SECTION 000110
TABLE OF CONTENTS
SECTIONS PAGES
COVER & TABLE OF CONTENTS000101 Project Title Page 1 ............................................................................................................................000102 - Project Signature Page .....................................................................................................................000110 - Table of Contents - Page Count .......................................................................................................
DIVISION 01 — GENERAL REQUIREMENTS011000 - SUMMARY .....................................................................................................................................012100 - ALLOWANCES ..............................................................................................................................012500 - SUBSTITUTION PROCEDURES ..................................................................................................012600 - CONTRACT MODIFICATION PROCEDURES ..........................................................................012900 - PAYMENT PROCEDURES ...........................................................................................................013100 - PROJECT MANAGEMENT AND COORDINATION .................................................................013200 - CONSTRUCTION PROGRESS DOCUMENTATION .................................................................013233 - PHOTOGRAPHIC DOCUMENTATION ......................................................................................013300 - SUBMITTAL PROCEDURES .......................................................................................................014000 - QUALITY REQUIREMENTS ........................................................................................................014200 - REFERENCES ................................................................................................................................014529 - TESTING LAB SERVICES ............................................................................................................015000 - TEMPORARY FACILITIES AND CONTROLS ...........................................................................016000 - PRODUCT REQUIREMENTS .......................................................................................................017300 - EXECUTION ..................................................................................................................................017419 - CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL ................................................017700 - CLOSEOUT PROCEDURES .........................................................................................................017823 - OPERATIONAL AND MAINTENANCE DATA .........................................................................017839 - PROJECT RECORD DOCUMENTS .............................................................................................017900 - DEMONSTRATION AND TRAINING .........................................................................................
DIVISION 02 — EXISTING CONDITIONS024119 - SELECTIVE DEMOLITION ..........................................................................................................
DIVISION 03 — CONCRETE032000 - CONCRETE REINFORCING ........................................................................................................033000 - CAST-IN-PLACE CONCRETE .....................................................................................................033300 - ARCHITECTURAL CONCRETE ..................................................................................................
DIVISION 04 — MASONRY040513 - MASONRY MORTAR AND GROUTING ....................................................................................042200 - CONCRETE UNIT MASONRY .....................................................................................................
DIVISION 05 — METALS051200 - STRUCTURAL STEEL FRAMING ...............................................................................................053100 - STEEL DECKING ..........................................................................................................................054000 - COLD-FORMED METAL FRAMING ..........................................................................................055000 - METAL FABRICATIONS .............................................................................................................055113 - METAL PAN STAIRS ....................................................................................................................055213 - PIPE AND TUBE RAILINGS ........................................................................................................
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Murrieta Mesa HS New Classroom Bldg
Murrieta Valley Unified School District
BakerNowicki Design Studio #17028-00
ALLOWANCES
012100 – 1
SECTION 012100 - ALLOWANCES
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions, Special Conditions and other Division 01 Specification Sections, apply to this
Section.
1.2 SUMMARY
A. Section includes administrative and procedural requirements governing allowances.
B. Types of allowances include the following:
1. Contingency allowances.
C. Related Requirements:
1. Section 012200 "Unit Prices" for procedures for using unit prices, including adjustment of
quantity allowances when applicable.
2. Section 012600 "Contract Modification Procedures" for procedures for submitting and
handling Change Orders.
3. Section 014000 "Quality Requirements" for procedures governing the use of allowances
for field testing by an independent testing agency.
1.3 DEFINITIONS
A. Allowance: A quantity of work or dollar amount included in the Contract, established in lieu of
additional requirements, used to defer selection of actual materials and equipment to a later date
when direction will be provided to Contractor. If necessary, additional requirements will be issued
by Change Order.
1.4 SELECTION AND PURCHASE
A. At the earliest practical date after award of the Contract, advise Architect of the date when final
selection, or purchase and delivery, of each product or system described by an allowance must be
completed by the Owner to avoid delaying the Work.
B. At Architect's request, obtain proposals for each allowance for use in making final selections.
Include recommendations that are relevant to performing the Work.
C. Purchase products and systems selected by Architect from the designated supplier.
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Murrieta Mesa HS New Classroom Bldg
Murrieta Valley Unified School District
BakerNowicki Design Studio #17028-00
ALLOWANCES
012100 – 2
1.5 ACTION SUBMITTALS
A. Submit proposals for purchase of products or systems included in allowances in the form specified
for Change Orders.
1.6 INFORMATIONAL SUBMITTALS
A. Submit invoices or delivery slips to show actual quantities of materials delivered to the site for
use in fulfillment of each allowance.
B. Submit time sheets and other documentation to show labor time and cost for installation of
allowance items that include installation as part of the allowance.
C. Coordinate and process submittals for allowance items in same manner as for other portions of
the Work.
1.7 CONTINGENCY ALLOWANCES
A. Use the contingency allowance only as directed by Owner Representative for Owner's purposes
and only by Change Orders that indicate amounts to be charged to the allowance.
B. Change Orders authorizing use of funds from the contingency allowance will include Contractor's
related costs and reasonable overhead and profit.
C. At Project closeout, credit unused amounts remaining in the contingency allowance to Owner by
Change Order.
1.8 ADJUSTMENT OF ALLOWANCES
A. Allowance Adjustment: To adjust allowance amounts, prepare a Change Order proposal based on
the difference between purchase amount and the allowance, multiplied by final measurement of
work-in-place where applicable. If applicable, include reasonable allowances for cutting losses,
tolerances, mixing wastes, normal product imperfections, required maintenance materials, and
similar margins.
1. Include installation costs in purchase amount only where indicated as part of the allowance.
2. If requested, prepare explanation and documentation to substantiate distribution of
overhead costs and other markups.
3. Submit substantiation of a change in scope of Work, if any, claimed in Change Orders
related to unit-cost allowances.
4. Owner reserves the right to establish the quantity of work-in-place by independent quantity
survey, measure, or count.
B. Submit claims for increased costs due to a change in the scope or nature of the allowance
described in the Contract Documents, whether for the purchase order amount or Contractor's
handling, labor, installation, overhead, and profit.
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Murrieta Mesa HS New Classroom Bldg
Murrieta Valley Unified School District
BakerNowicki Design Studio #17028-00
ALLOWANCES
012100 – 3
1. Do not include Contractor's or subcontractor's indirect expense in the Change Order cost
amount unless it is clearly shown that the nature or extent of Work has changed from what
could have been foreseen from information in the Contract Documents.
2. No change to Contractor's indirect expense is permitted for selection of higher- or lower-
priced materials or systems of the same scope and nature as originally indicated.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine products covered by an allowance promptly on delivery for damage or defects. Return
damaged or defective products to manufacturer for replacement.
3.2 PREPARATION
A. Coordinate materials and their installation for each allowance with related materials and
installations to ensure that each allowance item is completely integrated and interfaced with
related work.
3.3 SCHEDULE OF ALLOWANCES
A. Amount of allowances to include in bid are noted in the Special Conditions, Division of Work
Among Bid Packages and are specific to each package.
END OF SECTION 012100
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ADDENDUM NO. 5 REVISED 02/10/2020
Murrieta Mesa HS New Classroom Bldg.
Murrieta Valley Unified School District
BakerNowicki Design Studio - #17028-00
RESILIENT SHEET FLOORING
096516 - 1
SECTION 096516 - RESILIENT SHEET FLOORING
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section Includes:
1. Rubber sheet floor covering, without backing.
2. Rubber stair treads.
1.3 ACTION SUBMITTALS
A. Product Data: For each type of product indicated.
B. Shop Drawings: For each type of floor covering. Include floor covering layouts,
locations of seams, edges, columns, doorways, enclosing partitions, built-in furniture,
cabinets, and cutouts.
1. Show details of special patterns.
C. Samples for Initial Selection: For each type of floor covering indicated.
D. Samples for Verification: In manufacturer's standard size, but not less than
6-by-9-inch sections of each different color and pattern of floor covering required.
1. For heat-welding bead, manufacturer's standard-size Samples, but not less than 9
inches long, of each color required.
E. Product Schedule: For floor coverings.
1.4 INFORMATIONAL SUBMITTALS
A. Qualification Data: For qualified Installer.
1.5 CLOSEOUT SUBMITTALS
A. Maintenance Data: For each type of floor covering to include in maintenance
manuals.
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Murrieta Valley Unified School District
BakerNowicki Design Studio - #17028-00
RESILIENT SHEET FLOORING
096516 - 2
1.6 QUALITY ASSURANCE
A. Installer Qualifications: A qualified installer who employs workers for this Project
who are competent in techniques required by manufacturer for floor covering
installation and seaming method indicated.
1. Engage an installer who employs workers for this Project who are trained or
certified by floor covering manufacturer for installation techniques required.
1.7 DELIVERY, STORAGE, AND HANDLING
A. Store floor coverings and installation materials in dry spaces protected from the
weather, with ambient temperatures maintained within range recommended by
manufacturer, but not less than 50 deg F or more than 90 deg F. Store rolls upright.
1.8 PROJECT CONDITIONS
A. Maintain ambient temperatures within range recommended by manufacturer, but not
less than 70 deg F or more than 85 deg F, in spaces to receive floor coverings during
the following time periods:
1. 48 hours before installation.
2. During installation.
3. 48 hours after installation.
B. Until Substantial Completion, maintain ambient temperatures within range
recommended by manufacturer, but not less than 55 deg F or more than 95 deg F.
C. Close spaces to traffic during floor covering installation.
D. Close spaces to traffic for 48 hours after floor covering installation.
E. Install floor coverings after other finishing operations, including painting, have been
completed.
1.9 REGULATORY REQUIREMENTS
A. Resilient Flooring demonstrating a coefficient of friction of at least 0.6 per ASTM
D2047 shall be accepted as meeting the intent of slip resistance. CBC Section
11B-302.1.
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Murrieta Mesa HS New Classroom Bldg.
Murrieta Valley Unified School District
BakerNowicki Design Studio - #17028-00
RESILIENT SHEET FLOORING
096516 - 3
PART 2 - PRODUCTS
2.1 PERFORMANCE REQUIREMENTS
A. FloorScore Compliance: Resilient sheet flooring shall comply with requirements of
FloorScore Standard.
B. Low-Emitting Materials: Flooring system shall comply with the testing and product
requirements of the California Department of Health Services' "Standard Practice for
the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale
Environmental Chambers."
2.2 RUBBER SHEET FLOOR COVERING (RF-1)
A. Products: Subject to compliance with requirements, provide the following or equal:
B. Nora Rubber Flooring, Freudenberg Building Systems, Inc.; Noraplan Environcare.
C. Unbacked Rubber Sheet Floor Covering: ASTM F1700 Class III Type B.
1. Thickness: 0.12 inch/ 3.0mm.
D. Hardness: Manufacturer's standard hardness, measured using Shore, Type A
durometer per ASTM D 2240.
E. Wearing Surface: Smooth.
F. Size: 4 inches by 36 inches. Colors and Patterns: As selected by Architect from full
range of standard colors.
2.3 RUBBER SHEET FLOOR COVERING (RF-2)
A. Products: Subject to compliance with requirements, provide the following or equal:
1. Nora Rubber Flooring, Freudenberg Building Systems, Inc.; Noraplan
Environcare.
2. Size/Gage: 12 inch square, 1/8 inch thick.
3. Fire Resistivity/Habitability Criteria:
a. Critical Radiant Flux: Minimum 0.45 watts/cm2 per ASTM E648
b. NBS Smoke Rating: Maximum 450 per ASTM E662.
c. Slip Resistance: Greated than 0.60 per ASTM D2047.
4. Color: One color as selected by Architect.
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Murrieta Mesa HS New Classroom Bldg.
Murrieta Valley Unified School District
BakerNowicki Design Studio - #17028-00
RESILIENT SHEET FLOORING
096516 - 4
2.4 RUBBER STAIRTREADS AND RISERS
A. Products: Subject to compliance with requirements, provide the following or equal:
1. Nora Systems Inc., (603) 894-1021, Norament hammered stair treads or equal.
B. Product Description:
1. Vulcanized rubber compound 926 with environmentally compatible color
pigments that are free of toxic heavy metals like lead, cadmium or mercury.
C. Physical Characteristics:
1. Stair tread length: 6 foot.
2. Thickness: ASTM F386 ± 1/32 inch (± 0.8mm).
3. Composition: Homogeneous.
4. Color: 12 Standard colors.
5. Surface: Hammered.
6. Visually impaired stripes at top and bottom of each stair run.
D. Technical Data:
1. Static Load Limit: ASTM F970, Residual compression of 0.005 inch with 800
lbs. achieved, < 0.005 inch with 250 lbs. is required.
2. Slip Resistance: Greated than 0.60 per ASTM D2047.
3. Flammability: ASTM E648; NFPA 253; NBSIR 75 950, 1.0 achieved, å 0.45
watts/sq. cm for Class 1 is required.
4. Smoke Density: ASTM E662; NFPA 258; NBS, 334 (flaming) and 168
(non-flaming) achieved, < 450 is required.
2.5 INSTALLATION MATERIALS
A. Trowelable Leveling and Patching Compounds: Latex-modified, portland cement
based or blended hydraulic-cement-based formulation provided or approved by
manufacturer for applications indicated.
B. Adhesives: Water-resistant type recommended by manufacturer to suit floor covering
and substrate conditions indicated.
1. Adhesives shall have a VOC content of not more than 50 g/L when calculated
according to 40 CFR 59, Subpart D (EPA Method 24).
2. Adhesives shall comply with the testing and product requirements of the
California Department of Health Services' "Standard Practice for the Testing of
Volatile Organic Emissions from Various Sources Using Small-Scale
Environmental Chambers."
C. Floor Polish: Provide protective liquid floor polish products as recommended
by manufacturer.
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Murrieta Mesa HS New Classroom Bldg.
Murrieta Valley Unified School District
BakerNowicki Design Studio - #17028-00
RESILIENT SHEET FLOORING
096516 - 5
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine substrates, with Installer present, for compliance with requirements for
maximum moisture content and other conditions affecting performance of the Work.
B. Verify that finishes of substrates comply with tolerances and other requirements
specified in other Sections and that substrates are free of cracks, ridges, depressions,
scale, and foreign deposits that might interfere with adhesion of floor coverings.
C. Proceed with installation only after unsatisfactory conditions have been corrected.
3.2 PREPARATION
A. Prepare substrates according to manufacturer's written instructions to ensure adhesion
of floor coverings.
B. Concrete Substrates: Prepare according to ASTM F 710.
1. Verify that substrates are dry and free of curing compounds, sealers, and
hardeners.
2. Remove substrate coatings and other substances that are incompatible with
adhesives and that contain soap, wax, oil, or silicone, using mechanical methods
recommended by manufacturer. Do not use solvents.
3. Alkalinity and Adhesion Testing: Perform tests recommended by manufacturer.
Proceed with installation only after substrates pass testing.
4. Moisture Testing: Perform tests recommended by manufacturer and as follows.
Proceed with installation only after substrates pass testing.
a. Perform anhydrous calcium chloride test, ASTM F 1869. Proceed with
installation only after substrates have maximum moisture-vapor-emission
rate of 3 lb of water/1000 sq. ft. in 24 hours.
b. Perform relative humidity test using in situ probes, ASTM F 2170.
Proceed with installation only after substrates have a maximum 75 percent
relative humidity level measurement.
C. Fill cracks, holes, and depressions in substrates with trowelable leveling and patching
compound and remove bumps and ridges to produce a uniform and smooth substrate.
D. Do not install floor coverings until they are same temperature as space where they are
to be installed.
1. Move floor coverings and installation materials into spaces where they will be
installed at least 48 hours in advance of installation.
E. Sweep and vacuum clean substrates to be covered by floor coverings immediately
before installation.
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ADDENDUM NO. 5 REVISED 02/10/2020
Murrieta Mesa HS New Classroom Bldg.
Murrieta Valley Unified School District
BakerNowicki Design Studio - #17028-00
RESILIENT SHEET FLOORING
096516 - 6
3.3 FLOOR COVERING INSTALLATION
A. Comply with manufacturer's written instructions for installing floor coverings.
B. Unroll floor coverings and allow them to stabilize before cutting and fitting.
C. Lay out floor coverings as follows:
1. Maintain uniformity of floor covering direction.
2. Minimize number of seams; place seams in inconspicuous and low-traffic areas,
at least 6 inches away from parallel joints in floor covering substrates.
3. Match edges of floor coverings for color shading at seams.
4. Avoid cross seams.
D. Scribe and cut floor coverings to butt neatly and tightly to vertical surfaces, permanent
fixtures, and built-in furniture including cabinets, pipes, outlets, and door frames.
E. Extend floor coverings into toe spaces, door reveals, closets, and similar openings.
F. Maintain reference markers, holes, or openings that are in place or marked for future
cutting by repeating on floor coverings as marked on substrates. Use chalk or other
nonpermanent marking device.
G. Install floor coverings on covers for telephone and electrical ducts and similar items in
installation areas. Maintain overall continuity of color and pattern between pieces of
floor coverings installed on covers and adjoining floor covering. Tightly adhere floor
covering edges to substrates that abut covers and to cover perimeters.
H. Adhere floor coverings to substrates using a full spread of adhesive applied to substrate
to produce a completed installation without open cracks, voids, raising and puckering at
joints, telegraphing of adhesive spreader marks, and other surface imperfections.
I. Seamless Installation:
1. Heat-Welded Seams: Comply with ASTM F 1516. Rout joints and use
welding bead to permanently fuse sections into a seamless floor covering.
Prepare, weld, and finish seams to produce surfaces flush with adjoining floor
covering surfaces.
3.4 STAIR TREAD INSTALLATION
1. Site Conditions:
a. The stair treads, adhesive, and accessories must be acclimated in the
correct conditions for at least 48 hours prior to use. Areas of the flooring
subjected to direct sunlight, for example through doors or windows, must
be covered using blinds, curtains, cardboard or similar materials for 24
hours before and throughout installation and for a period of 72 hours after
the installation to allow nose caulk to cure.
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ADDENDUM NO. 5 REVISED 02/10/2020
Murrieta Mesa HS New Classroom Bldg.
Murrieta Valley Unified School District
BakerNowicki Design Studio - #17028-00
RESILIENT SHEET FLOORING
096516 - 7
b. The area to receive stair treads must be fully enclosed, weather tight and
climate controlled at the normal service ambient temperature and humidity.
If this is not possible then the ambient temperature must remain steady (±
10ºF) and be between 59ºF and 80ºF for at least 48 hours prior, during and
72 hours after installation (do not use gas fueled blowers.) The ambient
relative humidity is recommended to be 50% RH ± 10%. However, dew
point must be avoided, or stop the installation and remove any applied
adhesive. The substrate surface must be at least 5°F above dew point.
2. Substrates
a. Perform testing and the proper preparation protocol as required by
manufacturer for installing flooring, substrate preparation and adhesive
usage.
b. With steps that are wider than the stair treads (approximately 6 feet) it will
be necessary to join sections together. Stagger fitting (ashlar) of the cuts
from one step to the next. Use the factory edge for joining.
c. All stairs must be permanently dry, clean, smooth and structurally sound,
also prepared per ASTM F 710. The radius of the step nosing shall be no
larger than the radius of the stair tread (½ inch radius).
3. Adhesives
a. Use manufactured recommended adhesive for the installation of the stair
treads.
3.5 CLEANING AND PROTECTION
A. Comply with manufacturer's written instructions for cleaning and protection of floor
coverings.
B. Perform the following operations immediately after completing floor covering
installation:
1. Remove adhesive and other blemishes from floor covering surfaces.
2. Sweep and vacuum floor coverings thoroughly.
3. Damp-mop floor coverings to remove marks and soil.
C. Protect floor coverings from mars, marks, indentations, and other damage from
construction operations and placement of equipment and fixtures during remainder of
construction period.
END OF SECTION 096516
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ACP-1 2'X2' ACOUSTICAL CEILING PANEL - 095113
CPT-1 CARPET - 096816 (FIELD)
CS-1 SEALED CONCRETE (CLEAR) - 033000
CT-2 FLOOR TILE - 8"X8" - INT. FLOOR - 093000CT-3 WALL TILE - 8"X8" - INT. WALL - 093000
EXP EXPOSED STRUCTUREGB GYP BOARD, 5/8" - 092900
PC-1 POLISHED CONCRETE - 033510 (COLOR 1-NATURAL GREY)
PF-1 PAINT, SEMI-GLOSS, PRIMED STEEL, INTERIOR - 099123PF-3 PAINT, EGGSHELL, GYPSUM BOARD SURFACES - 099123PF-4 PAINT, SEMI-GLOSS, GYPSUM BOARD SURFACES - 099123PFX-1 PAINT, ACRYLIC, SEMI -GLOSS, STEEL DOOR, FRAMES- EXTERIOR- 099113
PLFWP PLASTIC LAMINATE FACED WOOD PANELING - 064219INTR INTERIOR TRIM - 062023PRFN PREFINISHED
RB-1 4" RESILIENT BASE - COVED - 096513RF-1 RESILIENT FLOORING - 096516RF-2 RESILIENT FLOORING - 096516RF-3 RESILIENT FLOORING - 096516
VCTWP VINYL COVERED TACKABLE WALL PANEL - 097200
FINISH REMARKS
1. SEE INTERIOR ELEVATION FOR ADDITIONAL INFORMATION.2. SEE FLOOR PLAN FOR PATTERN, LAYOUT AND LOCATION OF FLOOR FINISHES. 3. PAINT ALL EXPOSED STRUCTURAL STEEL, METAL DECK, DUCTWORK & ELECTRICAL
COMPONENTS. 4. CERAMIC TILE WAINSCOT (CT-1) AT MOP SINK ONLY, 4' HEIGHT x WIDTH & LENGTH
OF SINK.5. PAINT FLAT BLACK ABOVE CLOUDS6. SLOPE SLAB TO DRAIN PER PLAN7. 2'' SLAB DEPRESSION. REFER TO FOR CERAMIC TILE ASSEMBLY &
UNCOUPLING MEMBRANE 0930008. 2 1/2" SLAB DEPRESSION9. 7 1/2" SLAB DEPRESSION10. STAIRS CARPETED11. EXTERIOR STAIR FINISH PER ENLARGED SITE PLAN12. MOTORIZED BLINDS13. APPLY INTUMESCENT COATING TO EXPOSED STRUCTURE
GENERAL NOTES
A. ALL FINISHES SHALL COMPLY WITH C.B.C. CHAPTER 8, AND WITH TITLE 19 C.C.R. & 2010 C.F.C. CHAPTER 8
B. PAINT ALL EXPOSED STRUCTURAL STEEL, METAL DECK, DUCTWORK & ELECTRICAL COMPONENTS AT INTERIOR
C. WHERE WALL CERAMIC TILE OCCURS- USE 1/2" BACKER BOARD
D. SEE DETAIL FOR TRANSITION BETWEEN FLOOR MATERIALS
E. ALL BLINDS MANUAL U.N.OF. SEE I.D. SHEETS FOR FLOOR FINISH PLANSG. ALL FLOORING SHALL HAVE A COEFFICIENT OF FRICTION GREATER THAN 0.6, PER
ASTM C1028.
FINISH SCHEDULE NOTES
ROOM
101
Ceiling FinishBase FinishFloor Finish
ROOM NAME
ROOM NUMBER
FINISH TYPES
6
A9.6
12
A9.15
WALL FINISH ROTC
CLASSROOM
D102
ACP-1RB-1
CPT-1
CLASSROOM
D103
ACP-1RB-1
CPT-1
CLASSROOM
D104
ACP-1RB-1
CPT-1
WOMEN
D108
GB/ PF-4CTB-2CT-2
ELECTRICAL
D109
EXPRB-1CS-1
MEN
D110
GB/ PF-4CTB-2CT-2
JANITOR
D107
EXPRB-1CS-1
STAFF RR
D111
GB/ PF-4CTB-2CT-2
CORRIDOR
D100B
GB/PF-3, ACP-1RB-1
RF-2, RF-3
CLASSROOM
D105
ACP-1RB-1
CPT-1
CLASSROOM
D106
ACP-1RB-1
CPT-1
ENTRANCELOBBY
D100A
GB/PF-3N/ARF-2
CP
T-1
RF
-1
CP
T-1
RF
-1
RF
-1C
PT
-1
RF
-1C
PT
-1
RF
-1C
PT
-1
RF-1CPT-1
RF
-1C
S-1
RF-1CT-2 CT-2RF-1
CT-2RF-1RF-1CS-1
CPT-1RF-1
CPT-1RF-1
CPT-1RF-1
CPT-1
CS-1
CT-2
PC-1
RF-1
RF-2
RF-3
OFFICE
D101A
ACP-1RB-1
CPT-1
GIRL'S DRESSING
D102A
ACP-1RB-1RF-1
BOY'S DRESSING
D102B
ACP-1RB-1RF-1
STORAGE
D101B
ACP-1RB-1RF-1
RF-1RF-3
FIRE RISER
D112
CORRIDORFOYER
D101E
ACP-1RB-1
RF-2, RF-3
8' - 1"
4' -
0"
3' -
4 1
3/32
"
9' - 4 15/16"
EQ
.4'
- 0
"E
Q.
6' - 9"
4' -
0"
2' -
5 1
/16"
4' -
0"
3' -
8"
3' -
8"1'
- 3
3/4
"
17' - 11"
10' -
0 1
/2"
2' -
8 1
/8"
10' -
0 1
/4"
PLFW INTRPLFW
VCTW VCTWP
PLFW
PLFW
VCTWP
PLFW
PLFW
PLFW INTR
INTRINTR
INTR
PLFW
INTR
PLFWINTR
INTR
PLFWINTR
ABOVE ABOVE
PLFW
PLFW
INTR
INTR
INTR INTR
INTR INTR
(BELOW)
(BELOW)
5
CLASSROOM
D201
ACP-1RB-1
CPT-1
CLASSROOM
D202
ACP-1RB-1
CPT-1
CLASSROOM
D203
ACP-1RB-1
CPT-1
CLASSROOM
D204
ACP-1RB-1
CPT-1
WOMEN
D208
GB/ PF-4CTB-2CT-2
IDF
D209
EXPRB-1RF-1
MEN
D210
GB/ PF-4CTB-2CT-2
JANITOR
D207
EXPRB-1CS-1
STAFF RR
D211
GB/ PF-4CTB-2CT-2
CLASSROOM
D206
ACP-1RB-1
CPT-1
CLASSROOM
D205
ACP-1RB-1
CPT-1
CORRIDOR
D200
GB/PF-3, ACP-1RB-1
RF-2, RF-3
CP
T-1
RF
-1
CP
T-1
RF
-1
RF-1CPT-1
RF
-1C
PT
-1
RF
-1C
PT
-1
RF
-1C
PT
-1
RF
-3R
F-1
RF-1CS-1 CT-2RF-1
RF-1CT-2 CT-2RF-1
CPT-1
CS-1
CT-2
PC-1
RF-1
RF-2
RF-3
MAIN ENTRY STAIR (BELOW)
8' - 0"
9' - 5 11/32"
4' -
0"
4' -
0"
4' -
0"
6' - 9"
2' -
5 1
9/32
"
EQ
.4'
- 0
"E
Q.
3' -
1"
1' -
4"
9' -
10"
2' -
9 5
/8"
7' -
4"
PLFW VCTWPLFW
VCTW VCTWP
VCTM
PLFW
INTR
PLFW PLFWINTR
INTR
INTR
INTR
PLFW
INTR
PLFWINTR
INTR
PLFWVCTW
PLFW
INTR
INTR
INTR INTR
PLFW
INTR
ABOVE
INTR
INTR
PLFW
INTR
PLFW
INTR
PLFWPLFW
INTR
STAIRSRF-3
5
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DATE:
DRAWING
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731 Ninth Avenue, Suite A, San Diego, California 92101619.795.2450
2/1
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FINISH PLANS
MURRIETA MESA HIGH SCHOOLNEW CLASSROOM BUILDING
MURRIETA VALLEY USD
1/8" = 1'-0"A5.1
FINISH PLAN - LEVEL 11
1/8" = 1'-0"A5.1
FINISH PLAN - LEVEL 22
TRUE NORTH
NO. DATE ISSUE
5 2/10/2020 Revision 5
AD5-A14
PER PLAN
EQUAL EQUAL
C 5x9 BM BETWEEN STRINGERS@ 6' - 0'' O.C. - 051200
2 1/2'' MTL STUD / HANGERS2 - TEKS SCREWS TO C 5x -092216ICC# ESR-1976
GYP BD SOFFIT092116 @ INTERIOR STAIRS & PREFINISHED ALUMINUM SHEET METAL SOFFIT PANEL AT EXTERIOR STAIRS -074215.53
SPRINKLER W/ ESCUTCHEON PLAN-211313
4'' MTL JOISTS 16 GA. @ 16'' O.C.SEGMENTED - 2 - #10SMS TO HANGERS09 22 16
CONT 4'' TRACK @ EDGE. NOTCH TOP FLANGE FOR HANGER BOTTOM FLANGE CONT UNDER HANGER 2 - #10 SMS TO HANGERS - 092216
2 1/2'' MTL STUD HGRS09 22 16
LINE OF FIRE SPRINKLER LINE
JST THIS SIDE OF HANGER
JST OPPOS SIDE OF HANGER
5"
TYP. EA. END OF CHANNEL TO HSS1/4 3
WALL PER PLANRAILING PER PLAN
GYPSUM BOARD - 092900
5"9"
ROUNDED STAIR NOSING - 05 50 00 TYP. - 1/2" RAD. MAX(@ EXT. STAIRS)
1/8" TYP. SLOPE
AT INTERIOR STAIRS TREAD SURFACES POLISHED CONCRETE PC-1
GYP BD SOFFITWHERE NOTED ON RCP
PF-2
PAINT
TYP.
1"
1"
3/4"1/4"
1/4"
STEEL STRINGER - SEE STRUCTURAL - 05 50 00
1" MAX
5 TOOLED GROOVES,TYP @ EACH TREAD
2"
CAST-IN-PLACE GROOVES AT EACH STAIR TREAD, CONTINUOUS ACROSS WIDTH OF STEP. COAT
WITH EPOXY 70% CONTRASTING COLOR ALL TREADS. PAINT 2" SLIP-RESISTANT STRIPE IN
CONTRASTING COLOR AT LOWER TREAD AND UPPER APPROACH (FOR INTERIOR STAIRS) TYP.
FINISH PER SCHEDULE
1- 1/4" STD OUTSIDE DIAMETER GALVANIZED STEEL HANDRAIL
6x16 GAUGE METAL STUD BLOCKING PER
1/2" DIA. GALVANIZED STEEL BRACKETS AT 4'-0" OC
3 - #14 SHEET METAL SCREWS
NOTE:PROVIDE NON-ABRASIVE FINISH 18" ABOVE AND 2" BELOW TOP OF ALL HANDRAILS, TYP.
GRIND ALL JOINTS AND WELDS SMOOTH
1/4"
1 1/
2"
AT
ME
TA
L S
TU
D
1
A9.15
TYP.
1 1/2"
2 1/4"
5"
GROUND FLOOR
8"
4"
1' - 0"
1-1/4 X -STRONG HANDRAIL POST - 05 50 00
1' -
0"
2' - 0"
A9.17
3SIM
7/16" DIA GALV. BOLT AT EACH CORNER OF THE PANEL, T & B, TYP
1-1/4" STD. HANDRAIL- 055213
3"x1/4"x8" FLAT BAR FOR HANDRAIL SUPPORT
5/8"x2"x5" FLAT BAR SPACER 05 50 00
3" 3"
5"2"
SIM
GRIND SMOOTH -TYP ALL EDGES3/16"
CL
(2) 2"x1X1/8" FLAT BAR POST, 4'-0" O.C. MAX,TYP.
PLATE 3"x1/4"x9" 05 50 00
BAR 2"x1/4" 05 50 00
5/8"X2" FLAT BAR FOR HANDRAIL SUPPORT
FABRICATED RAILING PANEL 05 50 00
ATTACHMENT TO STRINGER SEE DETAIL 6/S10.1
EQUAL
C 5x9 BM BETWEEN STRINGERS@ 6' - 0'' O.C. - 051200
2 1/2'' MTL STUD / HANGERS2 - TEKS SCREWS TO C 5x092216
GYP. BD. SOFFIT
SPRINKLER W/ ESCUTCHEON PLAN-211313
4'' MTL JOISTS 16 GA. @ 16'' O.C.SEGMENTED - 2 - #10SMS TO HANGERS09 22 16
CONT 4'' TRACK @ EDGE. NOTCH TOP FLANGE FOR HANGER BOTTOM FLANGE CONT UNDER HANGER 2 - #10 SMS TO HANGERS - 092216
TYP. EA. END OF CHANNEL TO HSS1/4 3
RAILING PER PLAN
FINISH FLOOR LEVEL
B.O. CEILING
PER CLG. PLAN
CL
CL
A9.17
1
CL
BSIDE SECTIONA
FRONT ELEVATION
1 -1/4" STD HANDRAIL - 055213
SEEFOR HANDRAIL ATTACHMENT
3' -
3 1/
4"
1"
1 1/4"1 1/2"
9"
3" 3"
7"
CL
HSS 2x1x1/8 GA 05 50 00
HSS 2x1x1/8 GA 05 50 00
1 1/4" STD HANDRAIL 05 50 00
PLATE 3"x1/2"x7" 05 50 00
BAR 5/8"x2" 05 50 00
FABRICATED RAILING PANEL 05 50 00
HS 2"x1"x 1/8 GA - 05 50 00, 4'-0" MAX .O.C, TYP.
1/2" DIAM BENT ROD 05 50 00
B
PLATE 3"x1/4"x9" 05 50 00
FABRICATED RAILING PANEL - 05 50 00
TOP OF STAIR STRINGER / TOP OF WEARING SLAB
3' -
5 3/
4"
2' -
10"
2 1/
4"
2' -
10"
4"
3' -
6"
GROUND FLOOR GROUND FLOOR
5/8"x2"x5" FLAT BAR SPACER 05 50 00
5/8"x2"x5" FLAT BAR SPACER 05 50 00
/4 A9.16
2 1/
4"
3 3/
4"
2' -
9 3/
4"3"3"
7/16" DIA GALV. WELDED STUD.BOLT AT EACH CORNER OF THE PANEL, T & B, TYP
5"
2 1/2" LESS THAN 4", TYP GAP.
SEE DETAIL 6/S10.1
CL GRIND SMOOTH -TYP ALL EDGES
CONTINUOUSHSS 2x1x1/8 GA -05 50 00
3/16"
PLATE 3"x1/4"x9" 05 50 00
5/8"x2"x5" FLAT BAR SPACER 05 50 00
FABRICATED RAILING PANEL 05 50 00
5/8"x2"x5" FLAT BAR SPACER 05 50 00
2"x1/4" FLAT BAR
FRAMING PER STRUCTURAL
PLAN A
EDGE OF SLAB
FABRICATED RAILING PANEL 05 50 00
HSS 2"x2"x11GA 05 50 00
A
3' -
6"
T.O. STAIRS
EDGE OF BOTTOM PLATE3"x1/4"x9" - 05 50 00
2"
4"
3"4"
2' -
10"
MIN
., T
YP
.
12" MIN.
1 1/4" HANDRAIL ABOVE - 055213
2 1/2" 3" 3"
3 1/
4"
BAR 2"x5/8" 05 50 00
EDGE OF HSS STRINGER
FABRICATED RAILING PANEL 05 50 00
HSS 2x1x1/8 GA 05 50 00
7/16" DIA GALV. BOLT AT EACH CORNER OF THE PANEL, T & B, TYP
BAR 2"x1/4"- 05 50 00
CEMENTITIOUS COATING AT STRUCTURAL MEMBERS AND UNDERSIDE OF METAL DECK PER PLAN, UL 263 - 099726
SEE DETAIL 5 /S8.2 FOR RAILING ANCHORAGE TO FLOOR STRUCTURE
NON-SHRINK GROUT
GALV. STEEL POSTPLAN
SECTION
GRIND SMOOTH, TYP.3/16
CORE DRILLED HOLE & POST
GALV. STEEL GUIDE RAILING AT RAMP
CONC. SLAB ON GRADE
3" DIA. CORE DRILLED HOLES
4" M
IN.
8"
1' - 0"
4"
1' -
0"
5"
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PROJECT NO:
DATE:
DRAWING
www.bndesignstudio.com
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11
/11/2
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STAIR DETAILS
MURRIETA MESA HIGH SCHOOLNEW CLASSROOM BUILDING
MURRIETA VALLEY USD
1 1/2" = 1'-0"A3.1
CROSS SECTION @ STAIR SOFFIT SUPPORT5
3" = 1'-0"A7.4
STAIR - TYPICAL METAL PAN STAIRS6
3" = 1'-0"A9.16
HANDRAIL MOUNTING DETAIL @ WALL8
1 1/2" = 1'-0"A9.16
RAILING POST - CONCRETE EMBED71 1/2" = 1'-0"A7.4
HANDRAIL MOUNTING DETAIL @ INTERIOR RAILING4
1 1/2" = 1'-0"A3.1
CROSS SECTION @ STAIR PLATFORM2
1 1/2" = 1'-0"A7.4
STAIR EDGE @ STEEL STRINGER1
1 1/2" = 1'-0"A7.4
STAIR - RAILING AND POST - INSIDE CORNER9
NO. DATE ISSUE
3" = 1'-0"A9.17
RAILING POST @ HANDRAILS3
#12 TEKS SCREWS TO C5x
APP. INC:REVIEWED FOR
SS FLS ACS
DATE:
IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT
04-118451
✔ ✔ ✔
12.05.19
AD5-A15
ROUNDED STAIR NOSING - 05 50 00 TYP. - 1/2" RAD. MAX
(@ EXT. STAIRS)1/8" TYP. SLOPE
GYP BD SOFFIT
6
AE9.7.3
PE
R S
EC
T(7" M
AX
)
2"
1"
1"
1/4"
STEEL STRINGER - SEE STRUCTURAL -05 50 00
1" MAX
PAINT 2" SLIP-RESISTANTSTRIPE INCONTRASTING COLOR ATLOWER TREAD AND UPPERAPPROACH (FOR INTERIORSTAIRS) TYP.
2"
8° RUBBERSTAIRTREAD/RISERPER SPEC 096519
1
1 1/2" = 1'-0"AB1-7.0.4
STAIR METAL - RAILING AND POST DETAIL3
STAIR - METAL STAIRS4
5
15
096516
CONTROL TABLE
POINT #
2
3
4
6
NORTHING
2150104.08
2150207.49
2149981.56
2150089.05
EASTING
6272159.06
6272064.92
6272004.06
6271985.63
ELEVATION
1207.71
1207.98
1206.94
1207.66
DESCRIPTION
DREMEL X
SET DREMEL X
MN
SET MX
(1207)
(1207)
(1207)
(120
7)
(1207)
(1207)
S
S
S
S
S
S
S
S
S
S
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
F
F
D
D
D
D
(1207)
(1207)
(1208)
(1208)
(07.62)GPS BASE
2
3
4
(07.79)SET MX
(07.02)CHK PT 100
(07.57)GL
(07.38)CFL
(07.88)TC
(07.62)NG TOP
(07.22)LT STD
(07.66)UB LIGHTING
(07.18)NG TOP
(07.54)TC(07.03)CFL
(07.19)GL
(07.45)NG TOP
(07.37)TC(06.87)CFL
(07.01)GL
(07.33)TC
(06.82)CFL
(06.95)GL
(08.01)TC (07.24)EP
(07.37)CFL
(06.15)EP(06.59)TC
(06.56)CLF
(07.27)CLF(07.34)EOC
(07.08)FSC
(07.34)TC
(07.19)EP(07.64)TC
(07.19)TC
(06.67)EP
(06.70)NG TOP
(07.48)NG TOP
(07.15)LT STD
(07.07)CLF
(06.94)GL
(06.78)CFL(07.29)TC
(07.29)CLF
(06.77)GL(06.59)CFL
(07.08)TC
(07.08)CLF
(06.63)GL
(06.49)CFL
(07.00)TC
(06.45)GL
(06.50)GL
(06.48)GL(06.87)TC(06.23)CFL
(06.78)TC
(06.33)CFL
(06.24)DI(06.23)DI
(06.81)TP
(06.81)UTIL WATER(06.83)UTIL WATER(06.83)UTIL WATER
(06.98)TP
(07.04)TP
(07.23)TP
(07.15)TP
(07.35)TP
(07.44)TP
(07.51)TP (07.77)TP
(07.81)EP (07.79)EOC
(07.08)EOC
(07.08)EP
(07.03)CLF GATE
(07.02)CLF GATE
(07.01)EOC
(06.97)EP
(06.96)EOC(06.96)CLF
(07.21)CLF
(07.36)CLF
(07.41)CLF(07.57)CLF
(07.58)EOC
(07.65)EOC
(07.65)CLF(07.88)CLF
(07.88)EOC
(08.01)CLF GATE
(07.41)CLF GATE
(07.48)GL
(07.32)CFL(07.81)TC (07.69)TC(07.17)CFL
(07.35)GL
(07.56)FSC(07.48)FSC
(07.72)FSC
(07.71)FSC
(07.76)UTIL GAS
(07.71)UTIL WATER
(07.88)FSC(07.87)FSC
(08.07)FSC(08.07)FSC
(07.89)FSC(07.87)FSC
(07.70)EOC(07.64)EOC
(07.64)
METAL GATE(07.55)METAL GATE
(07.42)METAL GATE
(07.49
)UTIL (07.45)UTIL(07.44)EOC
(07.77)EOC
(08.12)EOC
(07.95)EOC
(07.90)CLF
(7.78)SDMH
(08.00)FSC
(08.06)FSC
(07.96)FSC(07.97)FSC
(08.07)FSC
(08.02)FSC
(07.63)EOC(07.65)EOC
(07.76)EOC
(07.83)EOC
(07.87)EOC
(07.92)EOC
(07.96)EOC
(07.94)EOC (07.92)EOC
(07.95)BOLLARD
(07.97)BOLLARD
(07.97)EOC
(07.89)FSC
(07.87)EOC
(07.85)EOC
(07.96)EOC(07.99)FSC
(07.90)FSC(08.00)FSC
(07.96)FSC
(07.91)FSC
(07.94)FSC
(07.95)FSC
(07.85)FSC
(07.97)FSC
(07.99)FSC
(07.96)FSC
(07.84)FSC(07.85)FSC
(07.69)FSC
(07.53)FSC(07.36)EOC
(07.35)EOC
(07.36)DI
(09.50)TW
(07.52)EOC
(07.66)EOC
(09.44)TW
(09.44)TW
(07.77)EOC
(07.91)EOC(09.51)TW(09.52)TW
(07.84)EOC
(07.86)EOC
(09.48)TW
(07.72)BSG
(07.29)EOC
(07.28)EOC
(09.45)TW
(09.46)TW(07.61)BSG
(07.63)BSG
(07.62)EOC
(09.47)TW
(07.52)EOC(07.46)EOC
(09.46)TW (07.54)BSG
(07.20)EOC
(07.23)EOC(07.28)EOC(09.51)TW(09.51)TW(07.57)BSG
(09.45)TW
(09.43)TW
(07.03
)EOC (07.02)EOC
(07.27)EOC
(07.63)EOC
(07.69)EOC(07.63)EOC
(07.53)EOC
(07.46)DI
(07.57)EOC
(07.60)EOC
(07.49)SDCO
(07.73)EOC(07.86)EOC
(07.98)EOC(07.97)EOC
(07.90)EOC
(08.04)EOC
(07.91)
BLD DOOR
(07.90)EOC
(07.85)EOC
(07.63)NG
(07.69)NG
(07.84)EOC
(07.86)FSC
(07.79)FSC
(07.77)FSC
(07.76)FSC
(07.74)FSC(07.57)DI
(07.56)DI
(07.68)LT STD
(07.60)LIGHTING UTIL
(07.96)EOC
(07.97)HANDRAIL
(07.96)EOC
(08.45)STAIR
(07.97
)HANDRAIL
(07.96)EOC
(07.95)HANDRAIL
(07.96)EOC
(11.48)STAIR
(07.15)NG SAND
(07.40)NG SAND
(07.33)NG SAND
(07.34)NG SAND
(07.29)
POWER UTIL VLT
(07.26)NG SAND
(07.23)NG SAND
(07.23)NG SAND
(07.03)NG SAND
(07.55)EOC
(07.79)EOC
(07.91)EOC
(07.63)NG SAND
(07.38)NG SAND
(07.73)EOC
(07.68)EOC
(07.60)EOC
(07.66)EOC
(07.69)EOC
(07.62)NG ROCK
(07.76)NG ROCK
(07.65)NG ROCK
(07.68)NG ROCK
(07.43)DI
(07.17)NG SAND(07.55)EOC(07.08)ELEC OUTLET
(07.52)EOC
(07.39)EOC
(07.34)EOC
(07.20)EOC
(07.03)EOC
(06.86)NG SAND
(07.17)DI
(07.06)NG SAND(07.31)DI
(07.33)DI
(07.30)NG SAND
(06.85)NG SAND
(06.94)NG SAND
(07.14)VB POST
(07.18)NG SAND
(06.85)NG SAND
(07.33)NG SAND
(07.30)NG SAND(07.40)
NG SAND
(07.54)DI
(07.43)NG SAND(07.65)DI
(07.35)NG SAND
(07.24)VB POST
(07.23)NG SAND
(07.12)NG SAND
(06.84)NG SAND
(06.92)NG SAND
(07.26)NG SAND
(07.07)NG SAND
(07.22)DI
(07.15)NG SAND
(07.28)DI
(07.40)DI(07.22)NG SAND(07.48)DI
(07.05)NG SAND
(07.30)NG SAND
(06.98)NG SAND
(06.95)DI
(06.81)NG SAND
(06.86)NG SAND
(06.60)NG SAND
(07.11)VB POST
(06.88)NG SAND
(07.08)VB POST
(07.62)EOC
(07.81)EOC
(07.77)EOC
(07.95)NG ROCK
(07.96)NG ROCK
(07.86)EOC
(07.96)EOC
(07.55)ELEC OUTLET
(07.69)EOC
(07.83)EOC
(07.94)EOC
(07.91)
BLD DOOR
(07.89)EOC
(07.88)DF
(07.87)DF
(07.87)EOC
(07.89)EOC
(07.92)
BLD DOOR
(07.93)FF
(07.92)
BLD DOOR
(08.01)EOC
(07.88)EOC
(07.93)
BLD DOOR(07.94)FF
(07.95)EOC
(07.89)
ELEVATOR DOOR
(07.89)
BLD DOOR
(07.86)EOC
(07.88)EOC
(07.92)
BLD DOOR
(07.91)EOC(07.82)EOC(07.91)EOC
(07.85)FSC
(07.80)FSC(07.82)FSC
(07.79)CO
(07.81)CO
(07.66)SCO
(07.64)EOC
(07.59)EOC
(07.58)EOC
(07.65)EOC
(07.71)EOC
(07.36)NG(06.94)EOC
(07.22)EOC(07.00)EOC
(07.89
)EOC
EXISTING
E BUILDING
FF = 1207.93±
EXISTING
D3 BUILDING
FF = 1207.93±
EXISTING SAND
AREA
6
(07.57
)BSG
REMOVE AND DISPOSE OFEXISTING STORM DRAINLINE
LIMITS OF CONSTRUCTION
LIMITS OF CONSTRUCTION
LIMITS OF CONSTRUCTION
LIMITS OF CONSTRUCTION2
3
3
3
3
3
3
3
3
33
3
3
REMOVE AND DISPOSE OFEXISTING SEWER LINE
REMOVE AND DISPOSEOF EXISTING STORMDRAIN LINE
1
1
1
1
1
EXISTING CURB& GUTTER
1
EXISTING CURB& GUTTER1
EXISTING CURB& GUTTER
1
EXISTINGICV
EXISTINGDI
EXISTINGDI
EXISTINGICV
EXISTINGICV
EXISTINGDI
EXISTINGICV
EXISTINGDI
EXISTINGDI
EXISTING ELECTRICALVAULT
EXISTING UTILITYVAULT
EXISTING STORMDRAIN MH
EXISTING GASUTILITY
0" MOWCURB
1
EXISTINGDRIVEWAY
1
EXISTING CURB& GUTTER
1
EXISTING0" CURB1
EXISTINGPCC
EXISTINGPCC
EXISTINGPCC
EXISTINGPCC
EXISTINGPCC
EXISTINGAC
EXISTINGWALL
EXISTINGWALL
EXISTINGWALL
EXISTINGWALL
EXISTINGWALL
EXISTING0" CURB
EXISTINGPCC
EXISTINGPCC
1
1
1
1
1
1
1
1
3
1
1
EXISTINGCOLUMN1
EXISTINGCOLUMN1
EXISTINGCOLUMN1
EXISTINGCOLUMN1
EXISTING0" CURB
EXISTINGICV
EXISTING0" CURB
EXISTING0" CURB
EXISTING SEWERCLEANOUT1
EXISTINGWALL
EXISTINGWALL
EXISTINGWALL
EXISTINGWALL
EXISTINGWALL
EXISTINGWALL
EXISTINGWALL
EXISTINGDI EXISTING MOW
CURB
EXISTINGGATE
EXISTINGGATE
EXISTINGGATE
EXISTINGGATE
4
EXISTING WATERUTILITY5
5
5
5
EXISTINGDI6
6
6
6
6EXISTINGDI
6
EXISTINGDI 6
EXISTINGDI
6
EXISTINGDI
EXISTING0" CURB
6
6
EXISTINGDI
6
6
6
EXISTINGLIGHT1
4
PROTECT IN PLACEEXISTING STORMDRAIN LINE
GRADING DEMOLITION NOTES
PROTECT IN PLACE SPECIFIED ITEM
SAWCUT, REMOVE AND DISPOSE OF EXISTING AC PAVEMENT
SAWCUT, REMOVE AND DISPOSE OF EXISTING CONCRETE CURB, GUTTER, AND/OR SIDEWALK
ADJUST EXISTING ITEM TO PROPOSED FINISHED GRADE PER PRECISE GRADING PLAN
RELOCATE AND RE-INSTALL EXISTING ITEM PER APPROPRIATE CONSULTANT'S PLANS
REMOVE EXISTING ITEM
1
2
3
4
5
6
2
GENERAL NOTES:
THE FIELD TOPOGRAPHY SHOWN HEREON ON WAS COMPILED BY FIELD SURVEY PERFORMEDON 12/15/2017 BY EPIC ENGINEERS.
MANHOLE AS NOTED
CURB & GUTTER
TP
UB
TOP OF PAVEMENT
UTILITY BOX
TREE
EDGE OF PAVEMENT
UTILITY
CONTROL POINT
SIGN
UTIL
TOPOGRAPHIC LEGEND:
SURVEYOR'S NOTES:
TEMPORARY BENCHMARK:
FINISH FLOOR ELEVATION OF BUILDING "D3" = 1207.93'
VERTICAL DATUM:
GL
NG
SDCO
CONCRETE
ELECTRIC
IRRIGATION CONTROL VALVE
NATURAL GROUNDMN
INVERT
SDMH STORM DRAIN MANHOLE
FSC
CONC
ICV
BSG BACK SIDEWALK GROOVE
ELEC
FINISHED SURFACE CONCRETEGUTTER LINE
STORM DRAIN CLEANOUT
EOC EDGE OF CONCRETE
EP EDGE OF PAVEMENT
MAGNAIL
INV
BLD BUILDING
CLEANOUTCO
TOP OF CURBTC
LIGHT
DRAIN INLET
LIGHTLT
SCO SEWER CLEANOUT
TW TOP OF WALL
VOLLYBALLVB
CONTROL POINT MARKER XCP MX
FF FINISHED FLOOR
FIRE HYDRANT
CFL CURB FLOWLINECLF CHAINLINK FENCE
DRINKING FOUNTAINDFDRAIN INLETDI
VAULTVLT
TOPOGRAPHIC MAP
GENERAL DEMO NOTES:
1. DISTRICT TO REMOVE EXISTING SAND PRIOR TO CONSTRUCTION
2. EXISTING PALM TREES TO BE RELOCATED PER LANDSCAPE PLAN
NOTES:
IN PREPARING THESE PLANS, EPIC ENGINEERS, INC DID A THOROUGH SEARCH FOR ALLEXISTING PLANS AND COMPILED A FIELD SURVEY OF ALL ABOVE GROUND APPURTENANCES.EPIC ENGINEERS, INC, PROVIDES NO WARRANTY AND ACCEPTS NO RESPONSIBILITY AS TOTHE ACTUAL LOCATION OF ANY UNDERGROUND OR ABOVE GROUND UTILITY EITHERINSTALLED BEFORE OR AFTER THE DATE OF PREPARATION OF THESE PLANS. CONTRACTORTO CONTACT UNDERGROUND SERVICE ALERT @ 811 TO VERIFY LOCATION OF EXISTINGUTILITY LOCATIONS AND SHALL CONTACT THE ENGINEER OF RECORD IF THERE IS ANYMATERIAL DISCREPANCY.
(100.00)(99.00) CONTOURS
AREA OF DEMOLITION
Feb
ruar
y 07,
202
0 at
2:3
6pm
J:\1
04.1
1 M
urrie
ta M
esa
HS C
lassr
oom
Add
ition\
_Civi
l 3D\
PLAN
- ON
SITE
\104
_11-
C2_0
0.dw
g b
y ada
m o
n SY
STEM
30
LAND SURVEYING PLANNING STORMWATER MANAGEMENT
101 E. REDLANDS BOULEVARD
SUITE 146
REDLANDS, CA 92373
TEL : 909.792.5969
www.epicrce.com
CIVIL ENGINEERING
Call 2 Working Days
811
Before You Dig!
PROJECT NO:
DATE:
DRAWING
www.bndesignstudio.com
731 Ninth Avenue, Suite A, San Diego, California 92101
619.795.2450
104.11
11/12/2019
MURRIETA MESA HIGH SCHOOL
CLASSROOM BUILDING ADDITION
MURRIETA VALLEY USD
KEYNOTES
NO. DATE ISSUE
d e s i g n s t u d i o
No. C 59118
C I V I L
TR
O
YD A V I D M O L A
UG
REG
I STE
RED PROFESS I ONAL
ENGI NEER
STATE OF CAL I FORN I A
PALM TREE
FENCE
D
S
STORM DRAIN LINE
UTILITY LINE (DEMO)
W WATER LINES SEWER LINE
C-2.1
4
AD5-C01
5
PROPOSED
CLASSROOM
BUILDING
FF = 1207.93
P/A
P/AP/A
P/A
RL
0.5%
0.8%
1.9%
0.9%
1.7%
0.6%
1.1%
0.6%
1.1%
0.5%1.1%
0.8%
1.1%
1.1%
1.1%
0.9%
0.7%
0.7%
0.7%
0.8%
1.3%
1.3%
1.2%
0.5%
1.1%
0.7%
RL
0.7%
1.2%
1.2%
1.2%
1.2%
1.1%
1.1%
P/A
P/A
0.5%
RL
GB
RL
1.3%
0.5%
P/A
1.7%
1207.5
1207
.0
GB
GB
4.5%
1.6%
EXISTING
E BUILDING
FF = 1207.93±
EXISTING
D3 BUILDING
FF = 1207.93±
1207.86FS
1207.86FS
1207.60FL / TG
1207.61FS
(1207.99)FS
1207.99FS
1207
.91
FS
1207.87FL
1207.91FS
1207.89FS 1207.91
FS
(1207.85)FS
(1207.96)FS
(1207.91)FS
(1207.94)FS
(1207.56)
FS
(1207.56)
FS (1207.57)
FS
(1207.96)
FS
1207.97FS
1207.96FS
(1207.85)
FS
(1207.83)
FS(1207.82)
FS
(1207.92)
FS
(1207.82)
FS
(1207.84)
FL(1207.89)
FS
(1207.80)FS
(1207.87)FS
(1207.87)FS
(1207.83)FS
(1207.76)FS
(1207.68)FS
(1207.87)FS
(1207.96)FS
(1208.07)FS
(1208.00)FS
(1207.87)FS
(1207.72)FS
(1207.48)FS
(1207.34)FS
1207.97FS
1207.66FS
1207.68FL
1207.74FS
1207.73FS
1207.79FS
1207.75FS
1207.79FS
1207.83FS
1207.90FS 1207.94
FS
1207.97FS
1207.97FS
1207.80FS
1207.82FS
1207.73FS
1207.73TG
1207.73FS
1207.92FS
1207.87FL
1207.88FS1207.89
FS
1207.72FS
1207.71FS
1207.88FS
1207.91FS
1207.84FS
1207.88FS
1207.88FS
1207.89FS
1207.89FS
1207.91FS
1207.91FS
1207.89FS
1207.61FS
1207.59FL
(1207.83)FS
(1207.93)
FS1207.93
FS
1207.93FS
1207.77TC1207.27FS
1208.01TC1207.51FS
1207.77TC1207.27FS 1207.77TC
1207.27FS
1207.59TC1207.09FS
(1207.06)0" TC
1207.40TG
1207.91FS
1207.91FS
1207.60TG
1207.85TG
1207.68FS
1207.72FS
1207.72FS
1207.68FS
1207.75FS
1207.77FS
1207.75FS
1207.74FS
1207.84FS
1207.84FS
1207.85FS
1207.85FS
1207.91FS
1207.92FS
1207.92FS
1207.91FS
1207.91FS
1207.89FS
1207.87FS
1207.87FS
1207.91FG
1207.91FG
1207.91FG
1207.78FG
1207.91FG
1207.91FG
1207.91FG
1207.91FG
1207.91FG
1207.91FG
1207.91FG
1207
.80
TG12
07.8
0TG
1207.60TG / FS
1207.62FS
1207.91FS
1208.41TC1207.91FS
1208.26TC1207.76FS
1208.35TC1207.85FS
1207.91FL
1207.91FG 1207.91
FG
1207.84FS
1207.84FS
1207.86FS
1207.45TG
1207.40TG
1207.77FS
1207.78FS
1207.78FS
1207.77FS
1207.81FS
1207.81FS
1207.79FS
1207.79FS
1207.85FS
1207.86FS
1207.87FS
1207.85FS
1207.72FS
1207.73FL
(1206.74)GL
(1206.78)GL
(1206.77)GL
(1206.97)GL
(1207.01)GL
(1207.06)GL
(1207.35)GL
1207.65FS
1207.10FS
1207.11FS
(1207.00)FS
(1207.00)FS
1207.91FG
1207.78FS
1207.91FS
1207.91FS
1207.91FS
1207.89FS
1207.90FS
1207.91FS
1207.89FS
1207.04FS
1207
.79
TG
1207.79TG
1199.91TG
(1207.00)TC(1206.49)FL(1206.63)GL
(1207.08)TC(1206.59)FL(1206.77)GL
(1207.29)TC(1206.78)FL(1206.94)GL
(1207.33)TC(1206.82)FL(1206.95)GL
(1207.37)TC(1206.87)FL(1207.01)GL
(1207.54)TC(1207.03)FL(1207.19)GL (1207.88)TC
(1207.38)FL(1207.57)GL
(1207.81)TC(1207.32)FL(1207.48)GL
(1207.69)TC(1207.17)FL(1207.35)GL
16
1313
18
18
19
19
19
20
20
20
25 25
2525
2121
21
24
10
10
10
1207.93FF
1207.91FS
13
1207.93FF1207.91FS
1207.93FF1207.91FS
13
13
1313
13
13
13
13
25
25
25
25
25
30
28
13
17
17
17
17
17
17
17
17
17
17
17
17
17
17
17
17
17
13
13
18
13
17
13
10
10
10
10
10
21
21
21
19
17
28
28
28
10
11
11
EXISTINGPCC10
EXISTINGPCC10
EXISTINGPCC10
EXISTINGPCC10
EXISTINGPCC10
EXISTINGPCC
EXISTINGAC10
EXISTINGWALL
EXISTINGWALL
EXISTINGWALL
EXISTINGWALL
EXISTINGWALL
EXISTINGLIGHT
EXISTING
LIGHT UTIL
11 EXISTING WATERUTILITY
11EXISTING GASUTILITY
EXISTING CURB& GUTTER
10 EXISTING CURB& GUTTER
10 EXISTING CURB& GUTTER
EXISTING CURB& GUTTER
10EXISTING CURB& GUTTER
EXISTINGDRIVEWAY
10 EXISTING CURB& GUTTER
10 EXISTING CURB& GUTTER
10 EXISTING CURB& GUTTER
10 EXISTING0" CURB
10
EXISTINGPCC 10
EXISTINGPCC 10
EXISTINGPCC10
EXISTINGCATCH BASIN
EXISTING
COLUMN
EXISTING
COLUMN
EXISTING
COLUMN10
10
10
EXISTING
COLUMN10
17
17
17
19
17
17
28
28
21
28
19
17
17
17
17
27
27
27
27
27
27
27
27
27
27
27
27
17
17 1207.84RIM
17
PROVIDE 3 SACK SLURRY UNDER FOOTINGTO ELEVATION 1192.68
PER DETAIL 1 ON SHEET S0.3
PROVIDE 3 SACK SLURRY UNDER FOOTINGTO ELEVATION 1192.68
PER DETAIL 1 ON SHEET S0.3
PROVIDE 3 SACK SLURRY UNDER FOOTINGTO ELEVATION 1192.68
PER DETAIL 1 ON SHEET S0.3
PROVIDE 3 SACK SLURRY UNDER FOOTINGTO ELEVATION 1200.68
PER DETAIL 1 ON SHEET S0.3 PROVIDE 3 SACK SLURRY UNDER FOOTINGTO ELEVATION 1199.18
PER DETAIL 1 ON SHEET S0.3
17
1207.0
GRADING CONSTRUCTION NOTES
PROTECT IN PLACE SPECIFIED ITEM
ADJUST EXISTING ITEM TO PROPOSED FINISHED GRADE
REMOVE/RELOCATE SPECIFIED ITEM PER APPROPRIATE CONSULTANT'S PLAN
JOIN PROPOSED SURFACE TO EXISTING SURFACE WITH FLUSH TRANSITION, MATCH GRADE.DOWELING FOR PCC ONLY PER DETAIL "A" ON SHEET C-6.1
NOTE NOT USED
NOTE NOT USED
GRIND AND OVERLAY EXISTING ASPHALT SURFACE 0.12' MINIMUM
SEE SITE UTILITY PLAN FOR IDENTIFICATION OF OBJECT
CONSTRUCT 3.5" AC OVER 9.5" CRUSHED AGGREGATE BASE COMPACTED TO 95% RELATIVECOMPACTION, AND 24" SUBGRADE COMPACTED TO 90% RELATIVE COMPACTION.
CONSTRUCT 4" PCC (520-C-2500) WITH #4 BARS 12" O.C. WITH THICKENED EDGE PER DETAIL "B" ONSHEET C-6.1, OVER 12" SUBGRADE, COMPACTED TO 95% RELATIVE COMPACTION. SCORINGPATTERNS COLOR AND FINISH PER ARCHITECT'S PLANS AND SPECIFICATIONS
CONSTRUCT 8" PCC (560-C-3250) WITH #4 BARS 12" O.C. WITH THICKENED EDGE PER DETAIL "B" ONSHEET C-6.1, OVER 4" CRUSHED AGGREGATE BASE OVER 6" SUBGRADE, COMPACTED TO 95%RELATIVE COMPACTION. SCORING PATTERNS COLOR AND FINISH PER ARCHITECT'S PLANS ANDSPECIFICATIONS
CONSTRUCT CURB TYPE A1-6 PER SPPWC STANDARD PLAN 120-2 ON SHEET C-6.1
CONSTRUCT CURB TYPE A2-6 PER SPPWC STANDARD PLAN 120-2 ON SHEET C-6.1
CONSTRUCT 0" PCC (520-C-2500) CURB ONLY PER DETAIL "C" ON SHEET C-6.1
CONSTRUCT 0"- 6" PCC (520-C-2500) CURB TRANSITION PER DETAIL "D" ON SHEET C-6.1
CONSTRUCT SEAT WALL PER ARCHITECT'S PLANS AND SPECIFICATIONS
NOTE NOT USED
CONSTRUCT MOWSTRIP PER ARCHITECT'S PLANS AND SPECIFICATIONS
FURNISH AND INSTALL SITE FENCING/RAILING/GATES PER ARCHITECT'S PLANS AND SPECIFICATIONS
CONSTRUCT STAIRS / HANDRAILS PER ARCHITECT'S PLANS AND SPECIFICATIONS
CONSTRUCT WALL PER ARCHITECT'S DETAILS
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
Feb
ruar
y 07,
202
0 at
2:3
6pm
J:\1
04.1
1 M
urrie
ta M
esa
HS C
lassr
oom
Add
ition\
_Civi
l 3D\
PLAN
- ON
SITE
\104
_11-
C3_0
0.dw
g b
y ada
m o
n SY
STEM
30
LAND SURVEYING PLANNING STORMWATER MANAGEMENT
101 E. REDLANDS BOULEVARD
SUITE 146
REDLANDS, CA 92373
TEL : 909.792.5969
www.epicrce.com
CIVIL ENGINEERING
Call 2 Working Days
811
Before You Dig!
PROJECT NO:
DATE:
DRAWING
www.bndesignstudio.com
731 Ninth Avenue, Suite A, San Diego, California 92101
619.795.2450
104.11
11/12/2019
MURRIETA MESA HIGH SCHOOL
CLASSROOM BUILDING ADDITION
MURRIETA VALLEY USD
KEYNOTES
NO. DATE ISSUE
d e s i g n s t u d i o
No. C 59118
C I V I L
TR
O
YD A V I D M O L A
UG
REG
I STE
RED PROFESS I ONAL
ENGI NEER
STATE OF CAL I FORN I A
C-3.1
PRECISE GRADING
PLAN
FIRE HYDRANT
POWER POLE
MANHOLE AS NOTED
CONTROL POINT
PROPOSED AC PAVEMENT
PROPOSED PCC SURFACE
TREE
SIGN
GRIND AND OVERLAY
EDGE OF PAVEMENT
GRADED SWALE
PROPOSED STORM DRAIN
EDGE OF CONCRETE
DRAIN BOX
CHANGE IN AC/PCC THICKNESS
GRADE BREAK/RIDGE LINE
PROPOSED SEWER LINE
PROPOSED WATER LINE
PROPOSED FIRE LINE
D
S
W
F
LEGEND:
EXISTING STORM DRAIN
EXISTING SEWER LINE
EXISTING WATER LINE
EXISTING FIRE LINE
D
S
W
F
DEMO EXISTING UTILITY LINES
4
AD5-C02
5
D24D6
D16
D8
S
S
S
S
S
S
S
S
S
S
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
F
F
D
D
D
D
DEMO EXISTING SEWER
51
52
81
81
70
72 73
72
70
73
81
81
8581
82
82
82
85
85
85
85
88
88
89
81
80
81
85
85
81
101101
100
101
100
101
100
100
PROPOSED
CLASSROOM
BUILDING
FF = 1207.93
EXISTING
D3 BUILDING
FF = 07.93±
D33
D
D2
D3
D4
D5
D7
D9
D10
SS
SS
S
S S S S S
S
S
S
S
D17
80 D12
80
D11
80
D15
D14
D19
D20
D18
85
88
D13
W1
S2
S3
S4
S5
S6
S7
S8
72
72
72
70
(1198.08)INV
70
72
100
EXISTING SEWER LINE
EXISTING
E BUILDING
FF = 1207.93±
72
S
S9
70
72
S1
72
89
81
70
85
81 81 81D27
D29
D30
D25
D26
82
818085
D28
85
82
EX. 12" PVC STORMDRAIN LINE
EX. 21" RCP STORMDRAIN LINE
D
D
EX. 18" RCP STORMDRAIN LINE 72
72
82
D21
80
70 72
S10
70
70
70
8080
81D35
D34
D37D36
D32
D31
D39
D38
D1
88
8285
88
82
82
82
81
81
81
4" SD POC1206.76IE
1205.10IE
(1194.46)IE
1207.40TG1205.40IE
1197.78IE
1203.86IE
1206.75IE
3" SD POC1206.76IE
1207.80TG1206.30IE
4" SD POC1206.76IE
3" SD POC1206.26IE
1205.24IE
1205.33IE
1207.65TG1205.65IE
1205.48IE
1207.80TG1205.80IE
1204.51IE
4" SD POC1206.80IE
2" WATERPOC
2" SEWER POC1205.22INV
1204.86INV
1201.77INV 1201.50
INV
1201.05INV
1202.62INV
4" SD POC1206.26IE
1198.67IE
1205.43IE
1203.35IE
1207.85TG1205.85IE
(1194.02)IE
1205.77IE
1199.91TG1197.91IE
1207.79TG1205.79IE 1201.11
IE
1202.45IE
1207.79TG1205.79IE
1204.65IE
1204.69IE
1207.73TG1205.73IE
4" SEWER POC1204.26IE
1207.40TG1205.40IE
1207.45TG1205.45IE
1204.78IE
1205.14IE1204.73
IE
4" SD POC1206.76IE
1204.60IE
1205.09IE
1204.49IE
88
EX. 18" RCP STORMDRAIN LINE
EX. 8" PVC STORMDRAIN LINE
89
D
(1201.00±)IE
D401205.38
IE
D41
D22
80
D42
1205.33IE
4" SD POC1205.97IE
1205.94IE
D43
(1195.00±)IE
1207.60TG1205.60IE
81
82
89
1205.72IE
(1196.00±)IE89D44
D23
8186
WATER LINE DATA TABLE
NAME
W1
BEARING
S42° 00' 00"E
LENGTH
9.88
SEWER LINE DATA TABLE
NAME
S1
S2
S3
S4
S5
S6
S7
S8
S9
S10
BEARING
N76° 31' 44"E
N41° 29' 01"W
S87° 00' 00"E
N48° 30' 59"E
N31° 32' 41"E
N3° 00' 00"E
N3° 30' 59"E
N48° 30' 59"E
N31° 31' 44"E
S86° 29' 01"E
LENGTH
16.29
120.37
14.98
125.42
88.02
13.20
18.38
10.89
27.26
11.31
SLOPE
S=4.49%
S=2.47%
S=2.41%
S=2.46%
S=4.49%
S=4.49%
S=2.43%
S=2.48%
S=2.00%
S=22.04%
STORM DRAIN LINE DATA TABLE
NAME
D1
D2
D3
D4
D5
D6
D7
D8
D9
D10
D11
D12
D13
D14
D15
D16
D17
D18
BEARING
S58° 27' 19"E
N58° 27' 19"W
S76° 32' 41"W
S31° 32' 41"W
S31° 32' 41"W
S13° 27' 19"E
S13° 27' 19"E
S13° 27' 19"E
S76° 32' 41"W
S48° 00' 00"W
S42° 00' 00"E
N48° 00' 00"E
S76° 32' 41"W
S48° 00' 00"W
S42° 00' 00"E
S3° 00' 00"W
S3° 00' 00"W
S41° 29' 01"E
LENGTH
8.47
0.69
21.84
21.37
5.45
3.74
16.52
17.90
0.64
10.40
2.77
3.27
15.48
6.62
6.53
4.24
4.19
17.84
SLOPE
S=1.50%
S=1.85%
S=1.50%
S=1.50%
S=1.00%
S=1.00%
S=36.78%
S=18.54%
S=2.00%
S=109.39%
S=17.86%
S=31.72%
S=8.55%
S=4.84%
S=1.99%
S=2.12%
S=2.00%
S=2.80%
STORM DRAIN LINE DATA TABLE
NAME
D19
D20
D21
D22
D23
D24
D25
D26
D27
D28
D29
D30
D31
D32
D33
D34
D35
D36
BEARING
S42° 00' 00"E
N48° 00' 00"E
S3° 00' 00"W
S42° 00' 00"E
S42° 00' 00"E
S31° 32' 41"W
S31° 32' 41"W
S13° 27' 19"E
N48° 00' 00"E
S42° 00' 00"E
S87° 00' 00"E
S31° 32' 41"W
N58° 27' 19"W
S76° 33' 06"W
N58° 27' 19"W
N58° 27' 19"W
S76° 33' 22"W
S31° 32' 41"W
LENGTH
11.64
15.79
1.23
1.13
2.21
2.67
5.82
3.32
12.05
4.46
4.81
2.60
5.65
1.89
1.49
6.34
8.92
8.48
SLOPE
S=2.06%
S=2.03%
S=2.44%
S=82.39%
S=2.00%
S=38.98%
S=1.00%
S=1.00%
S=27.73%
S=2.56%
S=27.73%
S=1.00%
S=30.44%
S=30.44%
S=1.50%
S=4.07%
S=4.07%
S=1.00%
STORM DRAIN LINE DATA TABLE
NAME
D37
D38
D39
D40
D41
D42
D43
D44
BEARING
S76° 32' 41"W
S31° 32' 41"W
S76° 32' 41"W
S48° 00' 00"W
N42° 00' 00"W
S48° 00' 00"W
S42° 00' 00"E
S42° 00' 00"E
LENGTH
1.38
62.61
3.30
25.51
3.21
2.43
0.87
1.17
SLOPE
S=157.34%
S=1.00%
S=39.52%
S=2.19%
S=6.86%
S=2.06%
S=1188.56%
S=828.18%
Feb
ruar
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202
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2:5
2pm
J:\1
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1 M
urrie
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HS C
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30
LAND SURVEYING PLANNING STORMWATER MANAGEMENT
101 E. REDLANDS BOULEVARD
SUITE 146
REDLANDS, CA 92373
TEL : 909.792.5969
www.epicrce.com
CIVIL ENGINEERING
Call 2 Working Days
811
Before You Dig!
PROJECT NO:
DATE:
DRAWING
www.bndesignstudio.com
731 Ninth Avenue, Suite A, San Diego, California 92101
619.795.2450
104.11
11/12/2019
MURRIETA MESA HIGH SCHOOL
CLASSROOM BUILDING ADDITION
MURRIETA VALLEY USD
KEYNOTES
NO. DATE ISSUE
d e s i g n s t u d i o
No. C 59118
C I V I L
TR
O
YD A V I D M O L A
UG
REG
I STE
RED PROFESS I ONAL
ENGI NEER
STATE OF CAL I FORN I A
C-4.1
COMPOSITE UTILITY
PLAN
UTILITY CONSTRUCTION NOTES
DOMESTIC WATER
FURNISH & INSTALL 1" SCHEDULE 80 WATER LINE
FURNISH & INSTALL 2" SCHEDULE 80 WATER LINE
CONNECT TO EXISTING WATER LINE
CAP EXISTING WATER LINE
REMOVE AND DISPOSE EXISTING WATER LINE
SEWER
FURNISH & INSTALL 4" SDR 35 PVC SEWER LINE
NOTE NOT USED
CONSTRUCT PVC SEWER/STORM DRAIN CLEANOUT PER DETAIL "F" ON SHEET C-6.1
CONNECT TO EXISTING SEWER LINE. CONTRACTOR TO FIELD VERIFY THE VERTICAL AND HORIZONTALLOCATION AND CONTACT EPIC ENGINEERS WITH RESULTS FOR VERIFICATION TO PROCEED PRIOR TOANY CONSTRUCTION
CONNECT TO EXISTING SEWER
CONTRACTOR TO FIELD VERIFY SIZE AND REPLACE EXISTING SEWER PIPING IN KIND WITH LIKE SIZEDSDR 35 PVC SEWER MAIN
STORM DRAIN
FURNISH & INSTALL 4" SDR 35 PVC STORM DRAIN PIPE
FURNISH & INSTALL 6" SDR 35 PVC STORM DRAIN PIPE
FURNISH & INSTALL 8" SDR 35 PVC STORM DRAIN PIPE
FURNISH & INSTALL 18" RCP 2000-D STORM DRAIN PIPE
CONSTRUCT CONCRETE COLLAR PER RIVERSIDE COUNTY FLOOD CONTROL AND WATERCONSERVATION DISTRICT STD. DWG. NO. M803 ON SHEET C-6.1
FURNISH & INSTALL 12" X 12" PREFABRICATED CATCH BASIN (J&R CB1212 OR APPROVED EQUAL) PERDETAIL "G" ON SHEET C-6.1
CAP EXISTING STORM DRAIN LINE
FURNISH AND INSTALL JENSEN 48" PRECAST MANHOLE OR CIVIL ENGINEER APPROVED EQUAL ONSHEET C-6.1
CONSTRUCT PVC SEWER/STORM DRAIN CLEANOUT PER DETAIL "F" ON SHEET C-6.1
CONNECT TO EXISTING STORM DRAIN
MISC.
REMOVE/RELOCATE SPECIFIED ITEM
PROTECT IN PLACE SPECIFIED ITEM
50
51
52
53
54
70
71
72
73
74
75
80
81
82
83
84
85
86
87
88
89
100
101
FIRE HYDRANT
POWER POLE
MANHOLE AS NOTED
CONTROL POINT
TREE
SIGN
EDGE OF PAVEMENT
GRADED SWALE
PROPOSED STORM DRAIN
EDGE OF CONCRETE
DRAIN BOX
CHANGE IN AC/PCC THICKNESS
GRADE BREAK/RIDGE LINE
PROPOSED SEWER LINE
PROPOSED WATER LINE
PROPOSED FIRE LINE
D
S
W
F
LEGEND:
EXISTING STORM DRAIN
EXISTING SEWER LINE
EXISTING WATER LINE
EXISTING FIRE LINE
D
S
W
F
DEMO EXISTING UTILITY LINES
4
4
4
4
4 4 4
4
4
AD5-C03
5
AD5-S01
5
Murrieta Mesa High School New Classroom Building
Murrieta Valley Unified School District Murrieta Mesa High School New Classroom Building Project No. 02132020
Page 1 of 5
BID PACKAGE: 08 Paint, Wall Covering
SCOPE OF WORK SUMMARY: The scope of work includes, but is not necessarily limited to, furnishing all labor, materials, accessories, appliances, tools, equipment, facilities, transportation, applicable taxes and services necessary for, and incidental to, performing all operations in connection with the specification sections listed below, complete as indicated on the drawings and specifications or incidental to the requirements of this Bid Package Contractor and/or specified herein, unless specifically excluded. The Following are the Project Contract Documents and are primary to this Bid Package:
• Bid Packages (All Bid packages on project) Bid Package #01 – Concrete, Site General Bid Package #02 – Steel Bid Package #03 – Casework, Finish Carpentry Bid Package #04 – Roofing, Sheetmetal Bid Package #05 – Doors, Frames, Hardware Bid Package #06 – Lath, Plaster, Drywall Bid Package #07 – Flooring, Ceramic Tile Bid Package #08 – Paint, Wall Covering Bid Package #09 – Windows and Storefront Bid Package #10 – Specialties, Building General Bid Package #11 – Fire Sprinkler Bid Package #12 – Low Voltage, Communications, Security Bid Package #13 – Electrical Bid Package #14 – Plumbing Bid Package #15 – HVAC
• Plans – Murrieta Mesa High School New Classroom Building – November 12, 2019
• Project Manual - Murrieta Mesa High School New Classroom Building – January 6, 2020
• Site Logistics and Fencing Map (Created by EHCC)
• Subsurface Survey – (as included in the Special Conditions)
• Preliminary Project Schedule (as included in the Special Conditions)
• DSA – TI 103 – Testing and Inspection Requirements (if applicable)
• Construction Manager Supplemental Specifications
001000 General Requirements (for All Bid Packages) 004600 Post Bid Interview (for All Bid Packages)
Murrieta Mesa High School New Classroom Building
BID PACKAGE: 08 (Continued)
Murrieta Valley Unified School District Murrieta Mesa High School New Classroom Building Project No. 02132020
Page 2 of 5
012100 Allowances 017301 Final Clean
• Specifications – Murrieta Mesa High School New Classroom Building – November 12, 2019
Division 01 – General Requirements 011100 Summary 012500 Substitution Procedures 012600 Contract Modification Procedures 012900 Payment Procedures 013100 Project Management and Coordination 013233 Photographic Documentation 013300 Submittal Procedures 014000 Quality Requirements 014200 References 014529 Testing Lab Services 015000 Temporary Facilities and Controls 016000 Product Requirements 017300 Execution 017419 Construction Waste Management and Disposal 017700 Closeout Procedures 017823 Operation and Maintenance Data 017839 Project Record Documents 017900 Demonstration and Training
Division 07 – Thermal and Moisture Protection 079000 – Joint Sealants (As Applies to Own Work) 078123 – Intumescent Fireproofing Division 09 - Finishes 097200 – Wall Coverings 099113 – Exterior Painting 099123 – Interior Painting
1.0 INCLUSIONS:
SPECIFIC INCLUSIONS FOR THE SCOPE OF WORK (including, but not limited to)
The Bid Package Contractor will be responsible for completing all work included in the contract documents including, but not limited to, the following summary.
Murrieta Mesa High School New Classroom Building
BID PACKAGE: 08 (Continued)
Murrieta Valley Unified School District Murrieta Mesa High School New Classroom Building Project No. 02132020
Page 3 of 5
Division 01 – General Requirements
The Bid Package Contractor is responsible for all requirements in the Division 01 – General Requirements of the Specifications.
The Bid Package Contractor is responsible for all items included in the CM Supplemental Specifications and all other requirements as specified in Section 001000 General Requirements.
Division 07 – Thermal and Moisture Protection 079200 – Joint Sealants (As Applies to Own Work)
1. Furnish and install caulking and sealants required or specified for own Work. 078123 – Intumescent Fireproofing
2. Furnish and install all intumescent firestopping on steel columns associated and near the storefront window system, as required for a complete, fireproofed and finished installation. As way of reference, to include but not limited to, details 6/A9.8 and 10/A9.8, as example of intumescent firestopping scope of work.
Division 09 – Finishes 097200 – Wall Coverings 099113 – Exterior Painting 099123 – Interior Painting
3. Furnish and install Provide all labor, material and equipment necessary to install all painting and water repellant coatings per Plans, including but not limited to; all surface preparation, undercoats, prime coat applications, finish coat applications, back priming, primers, paint, emulsions, epoxy, urethanes, enamels, elastomeric paint, stains, fillers, solvents, thinners, sealers, sanding, colors, interior painting, exterior painting, stucco walls, trellises, trash enclosures, CMU walls, trash gates, bollards, metal fencing, stairs, handrails, guardrails, miscellaneous metals, tube steel supports at roof screens, exposed materials and piping of roof mounted HVAC units, plumbing electrical and fire sprinkler piping and all other areas shown or specified to receive painting.
Murrieta Mesa High School New Classroom Building
BID PACKAGE: 08 (Continued)
Murrieta Valley Unified School District Murrieta Mesa High School New Classroom Building Project No. 02132020
Page 4 of 5
4. Provide all labor, materials and equipment necessary to install all vinyl wall covering per
Plans, Specifications and Addenda, including but not limited to; all surface preparation, undercoats, prime coat applications, primers, fillers, sealers, sanding, adhesives, colors, vinyl wall coverings and fabric wall coverings as shown or specified to receive wall covering.
5. Provide all surface preparation of areas scheduled to receive paint, including etching,
solvent cleaning, high pressure power washing, wire brushing, sanding and scraping per the recommendations of the coating manufacturer. Shop prime is not acceptable as primer for a finish paint system.
6. All finishes to be smooth and consistent. Cut-in paint to be even and consistent at all
color transitions. Caulk at all paint-to-paint locations as required. 7. Colors to be submitted for Owner approval prior to ordering materials. 8. Provide and install caulking and sealants required or specified for own Work.
9. Provide and install caulking at all interior hollow metal frames prior to painting. 10. Provide extra stock and replacement materials as specified. 11. Provide field samples and mockups as specified. 12. Scaffolding and task lighting for own Work. 13. Protection and clean-up of adjacent surfaces from own Work. 14. Clean up of finish surfaces. 15. Touch up of own Work as required. 16. Masking of finish hardware as required. 17. Paint or stain all non-factory finished doors, door frames and window frames. 18. Work to be performed prior to installation of other finishes. Coordinate with project
Superintendent as required. 19. Paint all exposed, non-factory finished site metals, this will include site bollards, as noted
on A1.1 and detailed on 5/A1.3. 20. Paint access doors and panels to match adjacent surfaces. 21. Water repellent coatings as shown or specified. 22. Sealers at pre cast items as shown or specified.
Murrieta Mesa High School New Classroom Building
BID PACKAGE: 08 (Continued)
Murrieta Valley Unified School District Murrieta Mesa High School New Classroom Building Project No. 02132020
Page 5 of 5
23. Wood stains and clear finishes as shown or specified.
24. Request and receive written direction from project Superintendent before application of final coats of paint.
2.0 SPECIAL NOTES FOR THIS BID PACKAGE
Contractor for this scope of work shall include an allowance equal to 5% of total construction cost for Bid Package 8 – Paint, Wallcovering, as an Owner Unspecified Allowance to be used for unforeseen conditions and at the discretion of the District. See Construction Manager Supplemental Specification Section 012100.
NOTE: All of the work in the above sections MUST be included in the BID PACKAGE No. 8 – PAINT, WALLCOVERING unless specifically excluded herein. CONTRACTOR MUST EXAMINE ALL OTHER SPECIFICATION SECTIONS, DRAWINGS, AND CONTRACT DOCUMENTS for related work that may be specified or shown on drawings and required to be included as work under this Bid Package. This Bid Package summary supplements and complements the Plans, Specifications, and the balance of the project documents, hereafter referred to as Contract Documents and in no way supersedes any information contained in the Contract Documents unless specifically stated. It is the responsibility of each bidder to fully familiarize themselves with the entire Summary of Work for all Bid Packages, as the individual Specifications’ Sections interface throughout the project and thus impact all Bid Package Contractors.
END OF THIS SECTION