ADDENDUM NO. 05 · 1. PB008 – REVISED CONSULTANT RESPONSE – SUPERSEDES RESPONSE ISSUED WITHIN ADDENDUM NO. 04 Bid Package No. 10 – REVISED Response Section 10419 Dimensional

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 ........................................................................................................

15

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.

15




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.

15




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

15

ADDENDUM NO. 5 REVISED 02/10/2020

Murrieta Mesa HS New Classroom Bldg.


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.

5






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.

5






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)


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.

5






096516 - 4

2.4 RUBBER STAIRTREADS AND RISERS


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.

5






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.

5






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.

5






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

5

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

TE

CRH

I

TC

IA

L I FO

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R

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CE

NS E

LI

OF

ST

A

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C

A

A

NO.C28042

H

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W

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XP

9 - 3 0 - 2

1

CIR

PROJECT NO:

DATE:

DRAWING

www.bndesignstudio.com

731 Ninth Avenue, Suite A, San Diego, California 92101619.795.2450

2/1

0/2

020

8:4

3:2

8 A

MB

IM 3

60

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S-M

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.rvt

A8.3

17028-00

11/12/2019

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


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



/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




2"x1/4" FLAT BAR

FRAMING PER STRUCTURAL

PLAN A

EDGE OF SLAB


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


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"

TE

CRH

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A

A

NO.C28042

H

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W

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I

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XP

9 - 3 0 - 1

9

CIR

PROJECT NO:

DATE:

DRAWING


731 Ninth Avenue, Suite A, San Diego, California 92101619.795.2450

11

/11/2

01

9 5

:21

:36

PM

BIM

360

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MH

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A9.17

17028-00

11/12/2019

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 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


1

EXISTINGICV

EXISTINGDI

EXISTINGDI

EXISTINGICV

EXISTINGICV

EXISTINGDI

EXISTINGICV

EXISTINGDI

EXISTINGDI

EXISTING ELECTRICALVAULT

EXISTING UTILITYVAULT

EXISTING STORMDRAIN MH

EXISTING GASUTILITY

0" MOWCURB

1

EXISTINGDRIVEWAY

1


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


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


10 EXISTING CURB& GUTTER



10EXISTING CURB& GUTTER

EXISTINGDRIVEWAY




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






PER DETAIL 1 ON SHEET S0.3 PROVIDE 3 SACK SLURRY UNDER FOOTINGTO ELEVATION 1199.18


17

1207.0

GRADING CONSTRUCTION NOTES


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



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



619.795.2450

104.11

11/12/2019



MURRIETA VALLEY USD

KEYNOTES

NO. DATE ISSUE


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


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%


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%


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%

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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



619.795.2450

104.11

11/12/2019



MURRIETA VALLEY USD

KEYNOTES

NO. DATE ISSUE


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


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 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


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)


BID PACKAGE: 08 (Continued)


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.




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.




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.




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