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BMPS
<br />NPDES NOTES
<br />PROJECT SUMMARY VICINITY MAP
<br />1. ANY OMISSIONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE
<br />WORKING DRAWINGS AND /OR SPECIFICATIONS SHALL BE BROUGHT TO THE
<br />ATTENTION OF THE DESIGNER BEFORE PROCEEDING WITH ANY OF THE
<br />WORK SO INVOLVED. ALL WORK IS TO BE CO-ORDINATED SO THAT THE
<br />CO-OPERATION BETWEEN ALL TRADES, WHERE REQUIRED, IS
<br />ACCOMPLISHED.
<br />2. CONTRACTOR TO VERIFY ALL CONDITIONS AND DIMENSIONS IN THE FIELD,
<br />REPORT ANY DISCREPANCIES TO DESIGNER PRIOR TO STARTING WORK AND
<br />CONTRACTOR SHALL MAKE AND ADD ALL CORRECTIONS NECESSARY DUE TO
<br />NEGLIGENT FIELD VERIFICATION AT HIS SOLE EXPENSE.
<br />3. CONTRACTOR TO VERIFY SIZE OF ALL FRAMED OPENINGS UPON
<br />COMPLETION OF FRAMING AND PRIOR TO ORDERING.
<br />4. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAR OF THE
<br />ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY HIS
<br />EMPLOYEES OR WORK AND AT THE COMPLETION OF THE WORK, SHALL
<br />REMOVE ALL RUBBISH, DEBRIS EQUIPMENT AND SURPLUS MATERIALS FROM
<br />IN AND AROUND THE BUILDING AND LEAVE THE WORK "BROOM CLEAN".
<br />5. PROVIDE PEDESTRIAN PROTECTION
<br />6. PATCH AND REPAIR ALL SURFACES DISRUPTED OR DAMAGED DURING
<br />CONSTRUCTION TO EXACTLY MATCH EXISTING ADJACENT SURFACES.
<br />7. OWNERS OF ADJACENT PROPERTIES THAT MUST UNDERPIN THEIR
<br />BUILDINGS DUE TO THE PROPOSED EXCAVATION SHALL BE NOTIFIED IN
<br />WRITING TEN DAYS PRIOR TO BEGINNING THE EXCAVATION. COPIES OF
<br />THESE NOTIFICATION LETTERS SHALL BE PROVIDED TO THE CITY PRIOR TO
<br />BEGINNING THE EXCAVATION.
<br />8. RESPONSIBLE CERTIFIED ENGINEERING GEOLOGIST WILL INSPECT AND
<br />APPROVE ALL GRADING AND EXCAVATIONS PRIOR TO PLACEMENT OF
<br />FORMS, REBAR OR CONCRETE
<br />9. LICENSED ENGINEER THAT PREPARED THE DRAINAGE PLAN SHALL CERTIFY
<br />AT THE COMPLETION OF THE PROJECT THAT THE SITE DRAINAGE IS IN
<br />SUBSTANTIAL COMPLIANCE WITH THE APPROVED DRAINAGE PLAN.
<br />10. DESIGNER EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND
<br />OTHER PROPERTY RIGHTS IN THE ATTACHED DRAWINGS LISTED. THESE
<br />DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY
<br />FORM OR MANNER WHATSOEVER NOR ARE THEY TO BE ASSIGNED TO ANY
<br />THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN
<br />PERMISSION OF THE DESIGNER.
<br />1. In the case of emergency, call
<br />at Work Phone #
<br />or Home Phone #
<br />2. Sediment from areas disturbed by construction shall be retained on site using structural
<br />controls to the maximum extent practicable.
<br />3. Stockpiles of soil shall be properly contained to minimize sediment transport from the
<br />site to streets, drainage facilities or adjacent properties via runoff, vehicle tacking, or
<br />wind.
<br />4. Appropriate BMP’s for construction related materials, wastes, spills shall be
<br />implemented to minimize transport from the site to streets, drainage facilities, or
<br />adjoining properties by wind or runoff.
<br />5. Runoff from equipment and vehicle washing shall be contained at construction sites
<br />unless treated to reduce or remove sediment and other pollutants.
<br />6. All construction contractor and subcontractor personnel are to be made aware or the
<br />required best management practices and good housekeeping measures for the project
<br />site and any associated construction staging areas.
<br />7. At the end of each day of construction activity all construction debris and waste
<br />materials shall be collected and properly disposed in trash or recycle bins.
<br />8. Construction sites shall be maintained in such a condition that an anticipated storm
<br />does not carry wastes or pollutants off the site. Discharges of material other than
<br />stormwater only when necessary for performance and completion of construction
<br />practices and where they do not: cause or contribute to a violation of any water
<br />quality standard; cause or threaten to cause pollution, contamination, or nuisance; or
<br />contain a hazardous substance in a quantity reportable under Federal Regulations
<br />40 CFR Parts 117 and 302.
<br />9. Potential pollutants include but are not limited to: solid or liquid chemical spills; wastes
<br />from paints, stains, sealants, glues, limes, pesticides, herbicides, wood preservatives
<br />and solvents; asbestos fibers, paint flakes or stucco fragments; fuels, oils, lubricants,
<br />and hydraulic, radiator or battery fluids; fertilizers, vehicle/equipment wash water and
<br />concrete wash water; concrete, detergent or floatable wastes; wastes from any
<br />engine/equipment steam cleaning or chemical degreasing and superchlorinated
<br />potable water line flushing.
<br />During construction, permittee shall dispose of such materials in a specified and
<br />controlled temporary area onsite, physically separated from potential stormwater
<br />runoff, with ultimate disposal in accordance with local, state and federal
<br />requirements.
<br />10. Dewatering of contaminated groundwater, or discharging contaminated soils via
<br />surface erosion is prohibited. Dewatering of noncontaminated groundwater requires
<br />a National Pollutant Discharge Elimination System Permit from the respective State
<br />Regional Water Quality Control Board.
<br />11. Graded areas on the permitted area perimeter must drain away from the face of
<br />slopes at the conclusion of each working day. Drainage is to be directed toward
<br />desilting facilities.
<br />12. The permittee and contractor shall be responsible and shall take necessary
<br />precautions to prevent public trespass onto areas where impounded water creates a
<br />hazardous condition.
<br />13. The permittee and contractor shall inspect the erosion control work and insure that the
<br />work is in accordance with the approved plans.
<br />14. The permittee shall notify all general contractors, subcontractors, material suppliers,
<br />lessees, and property owners: that dumping of chemicals into the storm drain system
<br />or the watershed is prohibited.
<br />15. Equipment and workers for emergency work shall be made available at all times
<br />during the rainy season. Necessary materials shall be available on site and
<br />stockpiled at convenient locations to facilitate rapid construction of temporary
<br />devices when rain is imminent.
<br />16. All removable erosion protective devices shall be in place at the end of each working
<br />day when the 5 Day Rain Probability Forecast exceeds 40%.
<br />17. Sediments from areas disturbed by construction shall be retained on site using an
<br />effective combination of erosion and sediment controls to the maximum extent
<br />practicable, and stockpiles of soil shall be properly contained to minimize sediment
<br />transport from the site to streets, drainage facilities or adjacent properties via runoff,
<br />vehicle tracking, or wind.
<br />18. Appropriate BMPs for constructionrelated materials, wastes, spills or residues shall be
<br />implemented and retained on site to minimize transport from the site to streets,
<br />drainage facilities, or adjoining property by wind or runoff.
<br />EX
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<br />
<br />RAILING UPGRADE
<br />1000 WEST MACARTHUR UNIT 72, SANTA ANA, CA 92707
<br />PROJECT DESCRIPTION
<br />REMOVE AND REPLACE EXISTING GUARDRAIL
<br />CODE ANALYSIS
<br />CODE: CBC 2022, CRC, CEC, CMC, CPC, CALIFORNIA GREEN BUILDING
<br />STANDARDS CODE AND 2022 ENERGY EFFICIENCT STANDARDS. CODES AND
<br />LOCAL AMENDMENTS
<br />CONSTRUCTION TYPE: V-B
<br />OCCUPANCY: R-2
<br />ZONE:
<br />STORIES: 2
<br />FIRE SPRINKLER: NO
<br />SITE PLANSCALE: N.T.S
<br />SHEET INDEXPROJECT TEAM
<br />T1 TITLE SHEET
<br />A1 DEMOLITION PLAN & ELEVATION
<br />A2 PROPOSED PLAN, ELEVATIONS & DETAILS
<br />SN-1 GENERAL NOTES
<br />SN-2 TYPICAL DETAILS
<br />S-1 DECK AND ROOF FRAMING PLAN
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<br />OWNER'S REP:
<br />CECILIA PLEITEZ, COMMUNITY MANAGER
<br />THE MANAGMENT COMPANY
<br />5 PETERS CANYO9N RD. STE 200
<br />IRVINE, CA 92606
<br />TEL: (714) 285-2626
<br />cecilia.pleitez@managementtrust.com
<br />ARCHITECT:
<br />FOWERS ARCHITECT, INC
<br />BRAD FOWERS
<br />382 PROSPECT PARK
<br />TUSTIN, CA 92780
<br />TEL: (714) 366-1251
<br />STRUCTURAL ENGINEER:
<br />JJS STRUCTURAL INC.
<br />JASON SKUDLARSKI PE.
<br />9751 OLYMPIC DRIVE
<br />HUNTINGTON BEACH, CA 92646
<br />TEL: (714) 496-6772
<br />UNIT 72
<br />AREA OF WORK
<br />W. MACARTHUR BLVD.
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<br />Bldg #101121840
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<br />APPROVALS:
<br />PLNG - F. Arias
<br />BLDG - CSG
<br />1000 W MacArthur Blvd
<br />Unit# 721/23/2025
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