Planning Commission Staff Report CITY OF COLTON Development Services Department DATE: March 9, 2021 TO: Planning Commission FROM: Mark Tomich, AICP, Development Services Director BY: Mario Suarez, AICP, Planning Manager REQUEST: Make Findings of Conformity with the General Plan as required by California Government Code Section 65401 and 65402 for Public Works construction project located at 1155-1187 S. Rancho Avenue consisting of an approximately 15.78-acre portion of an existing 36.66-acre City Water Reclamation Facility site within the P-I (Public/Institutional) Zone. RECOMMENDATION: Adopt Resolution No. R-09-21, making certain Findings required by California Government Code Section 65401 and 65402 for Public Works construction on property located at 1155-1187 S. Rancho Avenue. PROPERTY INFORMATION: Location: 1155 – 1187 S. Rancho Avenue Assessor’s Parcel Number: 0163-361-26 & -27; 0163-452-06; and 0275-041-32 Lot Size: 15.78 acres Existing/Previous Land Use: City Wastewater Reclamation Plant General Plan Land Use: Institutional Public Zoning: P-I (Public/Institutional) Historic District Agua Mansa Historic District Surrounding Properties: Existing Land Use Zoning General Plan Land Use North Truck & Trailer Storage M-1 (Light Industrial) and M-2 (Heavy Industrial) Light Industrial Heavy Industrial South Santa Ana River and Pick-A Part Salvage Yard Open Space Resources and M-1 (Light Industrial) Open Space Resources and Light Industrial East Truck Repair Shop and Cement Batch Plant M-1 (Light Industrial) Light Industrial West Vacant/Undeveloped Lot M-2 (Heavy Industrial) Heavy Industrial
Public Works Project – General Plan Consistency Determination – Page 4 of 5
accommodate the growing needs of the wastewater treatment plant and the three Public Works Division (i.e.,
Water, Wastewater, and Collection Divisions).
Development of this project meets several of the goals of the General Plan. Key goals met by the project are:
Policy LU‐3.6: Identify and revitalize areas within the City which, through deterioration of
structures, high vacancy rates, vandalism, or health and safety concerns, merit
special attention, in that the proposed project merits an expansion and revitalization of
City facilities to accommodate for staff increases to Water, Wastewater and Collection
Divisions growing from 5 staff members to 19 staff members since 1949. The current
facilities are severely small and outdated to accommodate current Public Works and
City needs for water, wastewater and collection services provided by the City.
Policy LU‐18.6: Establish creative methods for funding the maintenance of and improvements to
aging infrastructure, the proposed 7,104 square foot administrative building with
2,999 square foot exterior canopy area, 45 employee parking spaces and other site
improvements and demolition of existing Public Works buildings, curb and gutter, AC
paving, concrete driveway, fence/gate, trees/shrubs, and existing yard light is fully
funded by the City Wastewater Utility Funds.
It is staff’s opinion, the construction project of the property for expansion of existing facilities is appropriate
and consistent with existing zoning and in conformity with the General Plan’s Land Use Element. While it is
located in the Agua Mansa Historic District, the proposed Architecture will be appropriate for an institutional
or City site. Below are colored building elevations of the future Administrative Building:
City Exemption. While the City may exempt itself from City Codes, the City is still required to seek review
of its proposed activities by the Planning Commission for conformity with its adopted general plan (Gov.
Code, §§ 65401 and 65402).
Attachment 1
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23152.06020\32617662.1
RESOLUTION NO. R-09-21
A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF
COLTON, CALIFORNIA, FINDING THAT THE PUBLIC WORKS
WASTEWATER PROJECT AS A CITY INITIATED PUBLIC SERVICE
BUILDING PROJECTIS CONSISTENT WITH THE CITY'S ADOPTED
GENERAL PLAN
WHEREAS, the City of Colton ("City") owns approximately 33.6 acres of that
certain real property generally located at 1155-1187 S. Rancho Avenue (APNs: 0163-361-
26 & -27; 0163-452-06; and 0275-041-32) in the City of Colton, California ("City
Property"); and
WHEREAS, the proposed Administrative Building and site improvements are
located on approximately 15.78 acres of an existing 33.66 acres City Water Reclamation
Facility; and
WHEREAS, the City wish to proceed with the proposed Public Works project
consistent with the City’s General Plan and Zoning; and
WHEREAS, the Public Properties are designated for Public/Institutional use in the
City of Colton's General Plan ("General Plan") and are zoned Public/Institutional (P-I); and
WHEREAS, pursuant to Government Code Section 65401 & 65402, the Planning
Commission of the City of Colton must make a finding that the location, purpose and extent
of the Public Works Project conforms with the City's General Plan; and
WHEREAS, after a duly noticed public meeting held on the 9th day of March, 2021,
and the consideration of all facts and circumstances, the Planning Commission desires to make
a finding of General Plan conformance based upon substantial evidence.
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23152.06020\32617662.1 - 2 -
NOW, THEREFORE, BE IT RESOLVED by the Planning Commission of the City
of Colton, California, in Regular Session assembled this 9th day of March 2021, that the
proposed Public Works Project by the City is found to be in conformity with the City of
Colton General Plan, based on the following findings:
A. The proposed project merits an expansion and revitalization of City facilities to
accommodate for staff increases to Water, Wastewater and Collection Divisions growing
from 5 staff members to 19 staff members since 1949. The current facilities are small and
outdated to accommodate current Public Works and City needs for water, wastewater and
collection services provided by the City, as stated in General Plan Land Use
Element Policy LU-3.6.
B. The proposed 7,104 square foot administrative building with 2,999 square foot
exterior canopy area, development of 45 employee parking spaces and other site
improvements and demolition of existing small Public Works Buildings, curb
and gutter, AC paving, concrete driveway, fence/gate, trees/shrubs, and existing
yard light is fully funded by the City Wastewater Utility Funds consistent with
General Plan Land Use Element Policy LU-18.6.
BE IT FURTHER RESOLVED, that the Planning Commission has determined
that the above referenced findings, in conjunction with all written and oral evidence
presented to the Planning Commission, including staff reports and Commission
deliberation, provides substantial evidence for the Planning Commission's finding of
General Plan conformity with respect to the proposed Public Works Project of the Public
Properties described herein.
SECTION 7. The Secretary shall certify the adoption of this Resolution.
PASSED, APPROVED, AND ADOPTED this 9th day of March 2021.
Planning Commission Chairperson
Richard Prieto
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23152.06020\32617662.1 - 3 -
ATTEST:
Planning Commission Secretary
Mark R. Tomich, AICP
I hereby certify that the foregoing is a true copy of a Resolution adopted by the
Planning Commission of the City of Colton at a meeting held on March 9th, 2021, by the
following vote of the Planning Commission:
AYES:
NOES:
ABSENT:
ABSTAIN:
Attachment 2
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CITY ENGINEER
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PUBLIC WORKS DEPARTMENT
TITLE SHEET
RANCHO AVENUE
UNDERGROUND SERVICE ALERT:
NOTICE TO CONTRACTOR:
Vicinity Map
CITY OF COLTON
LAND OWNER
THE CITY OF COLTONGRADING PLANRANCHO AVENUE
WRF ADMINISTRATION BUILDING & CIVIC CENTERAPN: 0163-361-26
LEGEND
ENGINEER'S STATEMENT
SHEET INDEX
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UTILITY INFORMATION
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1.ALL WORK SHALL CONFORM TO THE "STANDARD PLANS AND SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" (GREENBOOK), LATEST EDITION, ALL WORK SHALL CONFORM TO THE "STANDARD PLANS AND SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" (GREENBOOK), LATEST EDITION, INCLUDING SUPPLEMENTS, TO THE CITY OF COLTON STANDARD PLANS & SPECIFICATIONS, AND TO THE CITY OF COLTON PUBLIC WORKS DEPARTMENT, ENGINEERING DIVISION "STANDARD CONSTRUCTION DRAWINGS" 2.THESE PLANS HAVE BEEN CHECKED BASED ON THE ASSUMPTION THAT ALL INFORMATION SHOWN OR IMPLIED ON THESE PLANS IS TRUE, AND HAVE THESE PLANS HAVE BEEN CHECKED BASED ON THE ASSUMPTION THAT ALL INFORMATION SHOWN OR IMPLIED ON THESE PLANS IS TRUE, AND HAVE BEEN CHECKED BY THE CITY ONLY IN CONFORMANCE WITH CITY STANDARDS, COMPLIANCE WITH DEVELOPMENT CONDITIONS AND FOR GENERAL CONCEPTUAL APPROVAL OF THE DRAINAGE AND PARKWAY IMPROVEMENTS SHOWN HEREON. NO DETAILED MATHEMATICAL CHECK OR FIELD SURVEY WAS MADE BY THE CITY FOR THE ACCURACY OF THE EXISTING UTILITIES SHOWN OR NOT SHOWN. NO CHECKS WERE MADE ON THE EXISTING DESIGN INFRASTRUCTURES AND STRUCTURES SHOWN ON THESE PLANS; THESE PLANS WERE CHECKED ON THE ASSUMPTION THAT ALL BUILDING LAYOUTS, SETBACKS AND SITE PLANS WERE INITIALLY APPROVED BY THE APPROPRIATE ENTITIES. 3.NO WORK SHALL BE DONE WITHOUT APPROVAL FROM THE CITY ENGINEER. NO WORK SHALL BE DONE WITHOUT APPROVAL FROM THE CITY ENGINEER. 4.CONTRACTOR SHALL IMPLEMENT ALL CITY, COUNTY, STATE AND FEDERAL JOB SITE SAFETY REQUIREMENTS AS THEY RELATE TO DUST CONTROL, CONTRACTOR SHALL IMPLEMENT ALL CITY, COUNTY, STATE AND FEDERAL JOB SITE SAFETY REQUIREMENTS AS THEY RELATE TO DUST CONTROL, EQUIPMENT MOVEMENT, NOISE, HOURS OF WORK AND CONSTRUCTION HAZARDOUS MATERIALS AND SHALL MINIMIZE ANY INCONVENIENCE TO THE PUBLIC. 5.THE CONTRACTOR SHALL NOT CONDUCT ANY OPERATIONS OR PERFORM ANY WORK PERTAINING TO THE PROJECT BETWEEN THE HOURS OF 5:00 P.M. THE CONTRACTOR SHALL NOT CONDUCT ANY OPERATIONS OR PERFORM ANY WORK PERTAINING TO THE PROJECT BETWEEN THE HOURS OF 5:00 P.M. AND 7:00 A.M. ON ANY DAY NOR ON SATURDAY, SUNDAY OR ANY HOLIDAY AT ANY TIME WITHOUT PRIOR APPROVAL, IN WRITING, OF THE CITY ENGINEER 6.THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR THE COST OF CLEANING AND HAULING ANY HAZARDOUS AND DETRIMENTAL MATERIAL, DISCOVERED THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR THE COST OF CLEANING AND HAULING ANY HAZARDOUS AND DETRIMENTAL MATERIAL, DISCOVERED DURING AND AFTER THE WORK, FROM THE SITE. 7.CONTRACTOR SHALL REMOVE AND REPLACE ALL BROKEN, CRACKED OR RAISED SIDEWALK, DRIVE APPROACH, OR CURB AND GUTTER WITHIN PROPERTY CONTRACTOR SHALL REMOVE AND REPLACE ALL BROKEN, CRACKED OR RAISED SIDEWALK, DRIVE APPROACH, OR CURB AND GUTTER WITHIN PROPERTY FRONTAGE. FOR CORNER LOTS, BOTH STREET FRONTAGES SHALL BE INCLUDED. 8.THESE NOTES SHALL TAKE PRECEDENCE OVER THE INFORMATION APPEARING ON THE PLANS. THESE NOTES SHALL TAKE PRECEDENCE OVER THE INFORMATION APPEARING ON THE PLANS. 9.NO GRADING SHALL COMMENCE PRIOR TO THE APPROVAL AND SIGNATURE OF THIS GRADING PLAN BY THE CITY ENGINEER AND ISSUANCE OF A NO GRADING SHALL COMMENCE PRIOR TO THE APPROVAL AND SIGNATURE OF THIS GRADING PLAN BY THE CITY ENGINEER AND ISSUANCE OF A GRADING PERMIT FROM THE PUBLIC WORKS DEPARTMENT, ENGINEERING DIVISION. 10.ALL WORK PROPOSED IN THE PUBLIC RIGHT OF WAY REQUIRES A SEPARATE PERMIT [STREET CUT PERMIT, STREET IMPROVEMENT PERMIT, ALL WORK PROPOSED IN THE PUBLIC RIGHT OF WAY REQUIRES A SEPARATE PERMIT [STREET CUT PERMIT, STREET IMPROVEMENT PERMIT, ENCROACHMENT PERMIT, ETC.] ISSUED BY THE PUBLIC WORKS DEPARTMENT, ENGINEERING DIVISION. 11.ALL OFFSITE IMPROVEMENTS SHALL BE COMPLETED TO THE SATISFACTION OF THE CITY ENGINEER. ALL OFFSITE IMPROVEMENTS SHALL BE COMPLETED TO THE SATISFACTION OF THE CITY ENGINEER. 12.ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE EXCAVATION AND GRADING CODE OF THE CITY OF COLTON (CHAPTER 70 OF THE UNIFORM ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE EXCAVATION AND GRADING CODE OF THE CITY OF COLTON (CHAPTER 70 OF THE UNIFORM BUILDING CODE) AND ANY SPECIAL REQUIREMENTS OF THE GRADING PERMIT. 13.THE UNDERSIGNED CIVIL ENGINEER HEREBY STATES THAT THESE PLANS WERE PREPARED BY HIM OR UNDER HIS SUPERVISION, AND THAT THE PLANS THE UNDERSIGNED CIVIL ENGINEER HEREBY STATES THAT THESE PLANS WERE PREPARED BY HIM OR UNDER HIS SUPERVISION, AND THAT THE PLANS CONFORM TO ALL PERTINENT PROVISIONS OF CHAPTER 70, EXCAVATION AND GRADING, OF THE UNIFORM BUILDING CODE, 2003 EDITION AS AMENDED. 14.A SOILS REPORT SHALL BE PREPARED AND "WET-SIGNED" BY A REGISTERED CIVIL ENGINEER OR A REGISTERED GEOTECHNICAL/SOILS ENGINEER, AND A SOILS REPORT SHALL BE PREPARED AND "WET-SIGNED" BY A REGISTERED CIVIL ENGINEER OR A REGISTERED GEOTECHNICAL/SOILS ENGINEER, AND SHALL BE SUBMITTED WITH THE GRADING PLAN TO THE CITY ENGINEER FOR PLAN CHECK. 15.UPON APPROVAL OF THE SOILS REPORT, ALL GRADING SHALL BE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS UPON APPROVAL OF THE SOILS REPORT, ALL GRADING SHALL BE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION AS PREPARED BY N/A , AND DATED N/A . N/A , AND DATED N/A . , AND DATED N/A . N/A . . THE SOILS ENGINEER SHALL SO CERTIFY OR INDICATE DEVIATIONS IN HIS FINAL REPORT. 16.ALL GRADING OPERATIONS SHALL BE SUPERVISED AND MONITORED BY THE GEOTECHNICAL ENGINEER WHO PREPARED THE SOILS REPORT ALL GRADING OPERATIONS SHALL BE SUPERVISED AND MONITORED BY THE GEOTECHNICAL ENGINEER WHO PREPARED THE SOILS REPORT FOR THE PROJECT, AND HE SHALL MONITOR ALL ASPECTS OF THE GRADING OPERATIONS, INCLUDING SOIL STABILITY AND JOB SITE CONSTRUCTION SAFETY AND SUBMIT PERIODIC REPORTS TO THE CITY ENGINEER. A FINAL SOILS REPORT AND COMPACTION REPORT PREPARED BY THE REGISTERED GEOTECHNICAL ENGINEER OF RECORD SHALL BE SUBMITTED PRIOR TO POURING OF THE FOUNDATIONS. THIS REPORT SHALL INDICATE THAT ALL GRADING OPERATIONS WERE PERFORMED IN COMPLIANCE WITH THE APPROVED SOILS REPORT PREPARED. 17.THE GRADING CONTRACTOR SHALL BE FAMILIAR WITH THE ABOVE NOTED REPORT AND HE SHALL STABILIZE QUESTIONABLE SLOPES THAT THE GRADING CONTRACTOR SHALL BE FAMILIAR WITH THE ABOVE NOTED REPORT AND HE SHALL STABILIZE QUESTIONABLE SLOPES THAT COULD PRODUCE LANDSLIDES, DEBRIS FLOWS AND SURFICIAL FAILURE. THE ABOVE- NOTED INVESTIGATIVE REPORT DELINEATES THESE AREAS. 18.THE RAW EARTHWORK QUANTITIES FOR THIS PROJECT ARE AS FOLLOWS: THE RAW EARTHWORK QUANTITIES FOR THIS PROJECT ARE AS FOLLOWS: A. EXCAVATION = 366 CUBIC YARDS B. EMBANKMENT = 581 CUBIC YARDS. 19.THE ABOVE-NOTED EARTHWORK QUANTITIES DO NOT INCLUDE ALLOWANCES FOR SHRINKAGE AND SUBSIDENCE. ACTUAL FIELD DETERMINATION FOR THESE THE ABOVE-NOTED EARTHWORK QUANTITIES DO NOT INCLUDE ALLOWANCES FOR SHRINKAGE AND SUBSIDENCE. ACTUAL FIELD DETERMINATION FOR THESE VALUES SHALL BE USED TO ADJUST QUANTITIES. 20.THE CONTOURS SHOWN ON THIS PLAN WAS PREPARED BY JOSEPH E. BONADIMAN AND ASSOCIATES ON 09-13-2017. THE CONTOURS SHOWN ON THIS PLAN WAS PREPARED BY JOSEPH E. BONADIMAN AND ASSOCIATES ON 09-13-2017. 21.PROVISIONS SHALL BE MADE FOR CONTRIBUTORY DRAINAGE AT ALL TIMES. PROVISIONS SHALL BE MADE FOR CONTRIBUTORY DRAINAGE AT ALL TIMES. 22.APPROVED PROTECTIVE MEASURES AND DRAINAGE PROVISIONS SHALL BE PROVIDED TO PROTECT ADJOINING PROPERTIES FROM DEPOSITION OF MATERIAL APPROVED PROTECTIVE MEASURES AND DRAINAGE PROVISIONS SHALL BE PROVIDED TO PROTECT ADJOINING PROPERTIES FROM DEPOSITION OF MATERIAL OR FLOWS ORIGINATING FROM THIS PROPERTY BOTH DURING AND AFTER ALL PHASES OF CONSTRUCTION. EXISTING NATURAL DRAINAGE, EXISTING FLOW LINES, EXISTING SHEET FLOW RUNOFF, EXISTING DRAINAGE IN PIPES, SWALES AND CONDUITS ONTO THIS PROPERTY FROM ADJACENT LAND SHALL NOT BE BLOCKED, REDIRECTED, CONCENTRATED OR ACCELERATED. 23.ALL BUILDING PADS, CUT AND FILL SLOPES, AND AREAS OF PROPOSED STREET IMPROVEMENTS SHALL BE COMPACTED TO A RELATIVE COMPACTION OF ALL BUILDING PADS, CUT AND FILL SLOPES, AND AREAS OF PROPOSED STREET IMPROVEMENTS SHALL BE COMPACTED TO A RELATIVE COMPACTION OF NINETY PERCENT (90%). COMPACTION TESTS MAY BE REQUIRED, AT THE REQUEST OF THE CITY ENGINEER OR HIS APPOINTED DESIGNEE, AND THE COST FOR SAME SHALL BE BORNE EXCLUSIVELY BY THE PROPERTY OWNER/CONTRACTOR/DEVELOPER AND SHALL NOT RESULT IN ANY EXPENSE FOR THE CITY. 24.CUT SLOPES (EXCAVATION) SHALL BE A MAXIMUM OF 2/1 (HORIZONTAL/VERTICAL). CUT SLOPES (EXCAVATION) SHALL BE A MAXIMUM OF 2/1 (HORIZONTAL/VERTICAL). 25.FILL SLOPES (EMBANKMENT) SHALL BE A MAXIMUM OF 2/1 (HORIZONTAL/VERTICAL), AND SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS, FILL SLOPES (EMBANKMENT) SHALL BE A MAXIMUM OF 2/1 (HORIZONTAL/VERTICAL), AND SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS, SCARIFIED AND INSPECTED BY THE CITY ENGINEER OR HIS APPOINTED DESIGNEE PRIOR TO PLACING OF FILL. 26.LOT(S) SHALL SLOPE OR DRAIN TO AN ADJACENT PUBLIC STREET AT A MINIMUM RATE OF ONE PERCENT (1%), UNLESS OTHERWISE APPROVED, IN LOT(S) SHALL SLOPE OR DRAIN TO AN ADJACENT PUBLIC STREET AT A MINIMUM RATE OF ONE PERCENT (1%), UNLESS OTHERWISE APPROVED, IN WRITING, BY THE CITY ENGINEER. THE PROPERTY OWNER IS WARNED THAT IF THE ENTIRE LOT SLOPES AT 1%, THEN SURFACE WATERS MAY NOT CLEAR THE LOT IN A TIMELY MANNER. 27.ALL GROUND OR PAVED AREA ADJACENT TO ANY STRUCTURE SHALL SLOPE A MINIMUM OF TWO PERCENT (2%) AWAY FROM THE STRUCTURE(S). ALL ALL GROUND OR PAVED AREA ADJACENT TO ANY STRUCTURE SHALL SLOPE A MINIMUM OF TWO PERCENT (2%) AWAY FROM THE STRUCTURE(S). ALL FOLLOW LINES WITH FIVE FEET (5') OF STRUCTURE(S) SHALL BE AT AN ELEVATION OF FOUR INCHES (4") BELOW THE FINISHED FLOOR ELEVATION OF THE STRUCTURE(S).DUST SHALL BE CONTROLLED BY WATERING TO THE SATISFACTION OF THE CITY ENGINEER. 28.WATER SHALL BE PREVENTED FROM FLOWING OVER THE TOPS OF SLOPES AT ALL TIMES. DRAINAGE FROM THE CONSTRUCTION SITE OR FROM THE WATER SHALL BE PREVENTED FROM FLOWING OVER THE TOPS OF SLOPES AT ALL TIMES. DRAINAGE FROM THE CONSTRUCTION SITE OR FROM THE FINISHED GRADING SITE SHALL NOT BE ALLOWED TO FLOW ON TO ANY ADJACENT PROPERTY NOR SHALL IT BE ALLOWED TO SHEET FLOW ACROSS ANY EXISTING OR PROPOSED SIDEWALK OR DRIVEWAY AND THEN ON TO THE STREET. 29.IN THE EVENT THE CITY HAS APPROVED THE USE OF SUMP PUMPS TO PROVIDE SURFACE DRAINAGE FOR THIS PROJECT, THE OPERATIONS AND IN THE EVENT THE CITY HAS APPROVED THE USE OF SUMP PUMPS TO PROVIDE SURFACE DRAINAGE FOR THIS PROJECT, THE OPERATIONS AND MAINTENANCE OF SUCH PUMPS SHALL BE SOLELY THE RESPONSIBILITY OF THE PROPERTY OWNER(S). THE CITY OF COLTON SHALL BEAR NO LIABILITY FOR ANY DAMAGES FROM FLOODING OR OTHER CAUSES DUE TO INOPERABLE OR IMPROPERLY OPERATING SUMP PUMPS. 30.ALL DRAINAGE SYSTEMS, DRAIN PIPES, CATCH BASINS, CURB DRAINS, CULVERTS, GUTTERS, SWALES, OPEN CHANNELS AND UNDERGROUND STORM DRAIN ALL DRAINAGE SYSTEMS, DRAIN PIPES, CATCH BASINS, CURB DRAINS, CULVERTS, GUTTERS, SWALES, OPEN CHANNELS AND UNDERGROUND STORM DRAIN PIPES SERVING THE DEVELOPMENT (OR PROPERTY) WHICH ARE LOCATED ON PRIVATE PROPERTY AND/OR PUBLIC RIGHT OF WAY ADJACENT TO THE SUBJECT PROPERTY SHALL BE MAINTAINED BY THE PROPERTY OR BUSINESS OWNERS. 31.THE REGISTERED CIVIL ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE WORK HEREON. IN THE REGISTERED CIVIL ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT ANY DISCREPANCIES ARISING DURING CONSTRUCTION, HE SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE CITY.
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32.A CONSTRUCTION WATER METER IS AVAILABLE FROM THE WATER/WASTEWATER DEPARTMENT, LOCATED AT 160 S. 10TH STREET, COLTON, CA 92324, A CONSTRUCTION WATER METER IS AVAILABLE FROM THE WATER/WASTEWATER DEPARTMENT, LOCATED AT 160 S. 10TH STREET, COLTON, CA 92324, AND HAS A NON-REFUNDABLE APPLICATION FEE OF $22.00, AND A REFUNDABLE DEPOSIT OF $650.00. THE PROPERTY OWNER/CONTRACTOR/DEVELOPER IS RESPONSIBLE FOR THE COST OF THE WATER USED DURING THE COURSE OF THE CONSTRUCTION. 33.NO WORK MAY BE STARTED ON-SITE WITHOUT AN APPROVED GRADING PLAN AND A GRADING PERMIT ISSUED BY PUBLIC WORKS DEPARTMENT, NO WORK MAY BE STARTED ON-SITE WITHOUT AN APPROVED GRADING PLAN AND A GRADING PERMIT ISSUED BY PUBLIC WORKS DEPARTMENT, ENGINEERING DIVISION LOCATED AT 160 S. 10TH STREET, COLTON, CA 92324. 34.ALL FLAGGED ELEVATIONS SHALL BE STAKED IN THE FIELD BY THE ENGINEER OF RECORD. ALL FLAGGED ELEVATIONS SHALL BE STAKED IN THE FIELD BY THE ENGINEER OF RECORD. 35.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING THE PROPOSED WORK AREA OF ALL DELETERIOUS MATTER PER THE FINAL APPROVED GRADING THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING THE PROPOSED WORK AREA OF ALL DELETERIOUS MATTER PER THE FINAL APPROVED GRADING PLAN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CLEAR THE RIGHT OF WAY IN ACCORDANCE WITH THE PROVISIONS OF LAW AS IT AFFECTS EACH UTILITY INCLUDING IRRIGATION LINES AND APPURTANCES AND AT NO COST TO THE CITY. 36.IT IS THE APPLICANT'S RESPONSIBILITY TO OBTAIN APPROVAL FOR BUILDING SETBACKS, LAYOUTS, HEIGHT AND SIZE OF ALL STRUCTURES FROM THE IT IS THE APPLICANT'S RESPONSIBILITY TO OBTAIN APPROVAL FOR BUILDING SETBACKS, LAYOUTS, HEIGHT AND SIZE OF ALL STRUCTURES FROM THE CITY'S PLANNING DEPARTMENT. THIS PLAN DOES NOT GRANT APPROVAL FOR THESE ITEMS. 37.ALL UTILITY INSTALLATIONS WITHIN THE PUBLIC RIGHT OF WAY REQUIRE A STREET CUT PERMIT ISSUED BY PUBLIC WORKS DEPARTMENT, ENGINEERING ALL UTILITY INSTALLATIONS WITHIN THE PUBLIC RIGHT OF WAY REQUIRE A STREET CUT PERMIT ISSUED BY PUBLIC WORKS DEPARTMENT, ENGINEERING DIVISION. IN ADDITION, AN INSTALLATION PERMIT WILL BE REQUIRED FOR WATER OR SEWER LINES, AND IS ISSUED BY THE WATER/WASTEWATER DEPARTMENT, LOCATED AT 160 S. 10TH STREET, COLTON, CA 92324. 38.FOR INFORMATION REGARDING ELECTRICAL INSTALLATIONS WITHIN THE PUBLIC RIGHT OF WAY CONTACT THE ELECTRIC DEPARTMENT, LOCATED AT 150 S. FOR INFORMATION REGARDING ELECTRICAL INSTALLATIONS WITHIN THE PUBLIC RIGHT OF WAY CONTACT THE ELECTRIC DEPARTMENT, LOCATED AT 150 S. 10TH STREET, COLTON, CA, 92324. IN ADDITION, A STREET CUT PERMIT ISSUED BY THE PUBLIC SERVICES DEPARTMENT, ENGINEERING DIVISION. 39.GAS, PHONE AND CABLE UTILITIES HAVE FRANCHISE AGREEMENTS WITH THE CITY OF COLTON, AND ARE REQUIRED TO SECURE THEIR OWN STREET GAS, PHONE AND CABLE UTILITIES HAVE FRANCHISE AGREEMENTS WITH THE CITY OF COLTON, AND ARE REQUIRED TO SECURE THEIR OWN STREET IMPROVEMENT PERMIT AND/OR STREET CUT PERMIT FROM PUBLIC WORKS DEPARTMENT, ENGINEERING. 40.A SEPARATE PERMIT IS REQUIRED FOR ANY FENCE CONSTRUCTED ON-SITE. THIS PERMIT IS ISSUED BY COMMUNITY DEVELOPMENT DEPARTMENT, 659 N. A SEPARATE PERMIT IS REQUIRED FOR ANY FENCE CONSTRUCTED ON-SITE. THIS PERMIT IS ISSUED BY COMMUNITY DEVELOPMENT DEPARTMENT, 659 N. LA CADENA DRIVE, COLTON. IF THE PROPOSED (OR EXISTING) FENCE IS CONSTRUCTED WITHIN THE PUBLIC RIGHT OF WAY, AN ENCROACHMENT PERMIT IS REQUIRED AND IS ISSUED BY THE ENGINEERING DIVISION, PUBLIC SERVICES DEPARTMENT. 41.PRIOR TO THE COMMENCEMENT OF ANY WORK IN PUBLIC STREETS, OR WITHIN THE PUBLIC RIGHT OF WAY, CONTRACTOR SHALL PROVIDE A TRAFFIC PRIOR TO THE COMMENCEMENT OF ANY WORK IN PUBLIC STREETS, OR WITHIN THE PUBLIC RIGHT OF WAY, CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN (IN TRIPLICATE) TO THE CITY ENGINEER FOR REVIEW. A.TRAFFIC CONTROL PLANS FOR MINOR PUBLIC RIGHT OF WAY IMPROVEMENTS SHALL CONFORM TO THE "WORK AREA TRAFFIC CONTROL TRAFFIC CONTROL PLANS FOR MINOR PUBLIC RIGHT OF WAY IMPROVEMENTS SHALL CONFORM TO THE "WORK AREA TRAFFIC CONTROL HANDBOOK" (W.A.T.C.H. MANUAL); TRAFFIC CONTROL PLANS FOR LARGER PROJECTS SHALL BE PREPARED (IN TRIPLICATE) BY A REGISTERED CIVIL ENGINEER, AND EACH SET SHALL BE "WET-SIGNED" AND SUBMITTED TO THE CITY ENGINEER FOR REVIEW. B.THE DECISION AS TO WHAT CONSTITUTES A MINOR IMPROVEMENT VERSUS A LARGER PROJECT SHALL BE AT THE SOLE DISCRETION OF THE CITY THE DECISION AS TO WHAT CONSTITUTES A MINOR IMPROVEMENT VERSUS A LARGER PROJECT SHALL BE AT THE SOLE DISCRETION OF THE CITY ENGINEER. 42.THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (USA) AS REQUIRED PRIOR TO THE START OF WORK. THE USA NUMBER SHALL BE THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (USA) AS REQUIRED PRIOR TO THE START OF WORK. THE USA NUMBER SHALL BE PROVIDED TO THE CITY ENGINEER. 43.NO WORK MAY BEGIN WITHOUT AN APPROVED TRAFFIC CONTROL PLAN, AND ONCE BEGUN, CONTRACT SHALL ENDEAVOR TO COMPLETE WORK IN THE NO WORK MAY BEGIN WITHOUT AN APPROVED TRAFFIC CONTROL PLAN, AND ONCE BEGUN, CONTRACT SHALL ENDEAVOR TO COMPLETE WORK IN THE STREET AND/OR PUBLIC RIGHT OF WAY WITHOUT DELAY SO AS TO PROVIDE MINIMUM INCONVENIENCE TO ADJACENT PROPERTY OWNERS AND TO THE TRAVELING PUBLIC. 44.ANY CONTRACTOR WORKING WITHIN THE PUBLIC RIGHT OF WAY IS SUBJECT TO THE LICENSING AND INSURANCE REQUIREMENTS OF THE CITY. ANY CONTRACTOR WORKING WITHIN THE PUBLIC RIGHT OF WAY IS SUBJECT TO THE LICENSING AND INSURANCE REQUIREMENTS OF THE CITY. 45.THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO PROTECT ADJACENT PROPERTIES FORM ANY AND ALL DAMAGE THAT THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO PROTECT ADJACENT PROPERTIES FORM ANY AND ALL DAMAGE THAT MAY OCCUR FROM STORM WATER RUNOFF AND/OR ANY DEPOSIT OF WATER RUNOFF AND/OR DEBRIS RESULTING FROM ANY AND ALL WORK IN CONNECTION WITH CONSTRUCTION. 46.TREES, FOLIAGE, SIGNS, AND OTHER IMPROVEMENTS SHALL BE PROTECTED IN PLACE AND ANY DAMAGE TO EXISTING IMPROVEMENTS SHALL BE REPAIRED TREES, FOLIAGE, SIGNS, AND OTHER IMPROVEMENTS SHALL BE PROTECTED IN PLACE AND ANY DAMAGE TO EXISTING IMPROVEMENTS SHALL BE REPAIRED OR REPLACED IN KIND TO THE SATISFACTION OF THE CITY ENGINEER. 47.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL SUBSTRUCTURES WITHIN THE ALIGNMENT OF THE PROPOSED IMPROVEMENTS, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL SUBSTRUCTURES WITHIN THE ALIGNMENT OF THE PROPOSED IMPROVEMENTS, AND IN THE EVENT OF SUBSTRUCTURE DAMAGE, THE CONTRACTOR SHALL BEAR THE TOTAL COST OF REPAIR OR REPLACEMENT. 48.IF ANY UTILITIES OR FACILITIES CONFLICT WITH PROPOSED IMPROVEMENTS, ALL WORK SHALL STOP, AND THE CITY ENGINEER SHALL BE NOTIFIED IF ANY UTILITIES OR FACILITIES CONFLICT WITH PROPOSED IMPROVEMENTS, ALL WORK SHALL STOP, AND THE CITY ENGINEER SHALL BE NOTIFIED IMMEDIATELY. 49.THE CONTRACTOR IS ADVISED THAT ALL EXCAVATED MATERIALS SHALL BECOME HIS PROPERTY AND SHALL BE REMOVED FROM THE JOB SITE UNLESS THE CONTRACTOR IS ADVISED THAT ALL EXCAVATED MATERIALS SHALL BECOME HIS PROPERTY AND SHALL BE REMOVED FROM THE JOB SITE UNLESS INSTRUCTED BY THE CITY ENGINEER, IN WRITING, TO DO OTHERWISE. 50.NO TRENCHES, REGARDLESS OF DEPTH OR WIDTH AND WHETHER ON-SITE OR OFF-SITE, MAY BE LEFT OPEN OVERNIGHT UNLESS PRIOR APPROVAL IS NO TRENCHES, REGARDLESS OF DEPTH OR WIDTH AND WHETHER ON-SITE OR OFF-SITE, MAY BE LEFT OPEN OVERNIGHT UNLESS PRIOR APPROVAL IS SECURED, IN WRITING, FROM THE CITY ENGINEER. 51.TRENCHES DEEPER THAN 5'0" WILL REQUIRE A CAL-OSHA PERMIT. A COPY OF THE PERMIT SHALL BE PROVIDED TO THE CITY ENGINEER. TRENCHES DEEPER THAN 5'0" WILL REQUIRE A CAL-OSHA PERMIT. A COPY OF THE PERMIT SHALL BE PROVIDED TO THE CITY ENGINEER. 52.THE CONTRACTOR SHALL BE RESPONSIBLE DURING ALL PHASES OF THE WORK TO PROVIDE FOR PUBLIC SAFETY AND CONVENIENCE. THE CONTRACTOR THE CONTRACTOR SHALL BE RESPONSIBLE DURING ALL PHASES OF THE WORK TO PROVIDE FOR PUBLIC SAFETY AND CONVENIENCE. THE CONTRACTOR SHALL ESTABLISH ADEQUATE ACCESS TO DRIVEWAYS AT THE END OF EACH WORKING DAY TO THE SATISFACTION OF THE CITY ENGINEER. 53.THE CONTRACTOR SHALL PROVIDE A 72-HOUR NOTIFICATION TO THE AFFECTED PROPERTIES, THE POLICE DEPARTMENT, AND THE FIRE THE CONTRACTOR SHALL PROVIDE A 72-HOUR NOTIFICATION TO THE AFFECTED PROPERTIES, THE POLICE DEPARTMENT, AND THE FIRE DEPARTMENT IN THE EVENT OF A CHANGE IN STREET CLOSURE TO TRAFFIC AND/OR PUBLIC SAFETY VEHICLES, PARKING RESTRICTIONS, AND ON EACH MONDAY MORNING DURING THE CONSTRUCTION PERIOD. 54.ROAD CLOSURES IN EXCESS OF TWENTY-FOUR (24) HOURS SHALL REQUIRE APPROVAL OF THE CITY OF COLTON CITY COUNCIL. PROCESSING TIME FOR ROAD CLOSURES IN EXCESS OF TWENTY-FOUR (24) HOURS SHALL REQUIRE APPROVAL OF THE CITY OF COLTON CITY COUNCIL. PROCESSING TIME FOR THIS REQUEST IS SIX TO EIGHT (6 TO 8) WEEKS, AND A WRITTEN APPLICATION (TEMPORARY ROAD CLOSURE PERMIT) MUST BE SUBMITTED TO THE CITY ENGINEER IN SUFFICIENT TIME TO PROCESS THE REQUEST. 55.ALL INSPECTION REQUESTS FOR WORK PERFORMED IN THE PUBLIC RIGHT OF WAY SHALL BE DIRECTED TO THE ENGINEERING DIVISION, PUBLIC SERVICES ALL INSPECTION REQUESTS FOR WORK PERFORMED IN THE PUBLIC RIGHT OF WAY SHALL BE DIRECTED TO THE ENGINEERING DIVISION, PUBLIC SERVICES DEPARTMENT, AND SHALL BE MADE BY THE CONTRACTOR A MINIMUM OF TWENTY-FOUR (24) HOURS BEFORE THE SERVICES THEREOF WILL BE REQUIRED. 56.THE CIVIL ENGINEER FOR THE PROJECT SHALL SUBMIT TO THE CITY ENGINEER, UPON COMPLETION OF THE GRADING OPERATIONS AND PRIOR TO THE CIVIL ENGINEER FOR THE PROJECT SHALL SUBMIT TO THE CITY ENGINEER, UPON COMPLETION OF THE GRADING OPERATIONS AND PRIOR TO POURING OF FOUNDATIONS OR INSTALLATION OF STRUCTURES, AN ON-SITE GRADING CERTIFICATION INDICATING THAT THE GRADING WAS PERFORMED TO WITHIN 0.1' OF THE GRADES SHOWN ON THE APPROVED GRADING PLAN. THE CIVIL ENGINEER SHALL SET GRADE STAKES FOR ALL GRADING WORK. THIS CERTIFICATE SHALL BE VALID, IN THE ABSENCE OF RAIN, FOR SIXTY (60) DAYS AFTER COMPLETION OF THE GRADING OPERATIONS. 57.THE BENCHMARK USED TO DETERMINE ELEVATION DATA USED TO CALCULATE GRADE SHALL BE NOTED ON PLAN. THE BENCHMARK USED TO DETERMINE ELEVATION DATA USED TO CALCULATE GRADE SHALL BE NOTED ON PLAN. 58.CONTRACTOR SHALL COMPLY WITH THESE REQUIREMENTS AND CITY ENGINEER'S DIRECTIONS DURING THE COURSE OF CONSTRUCTION.CONTRACTOR SHALL COMPLY WITH THESE REQUIREMENTS AND CITY ENGINEER'S DIRECTIONS DURING THE COURSE OF CONSTRUCTION.
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THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THESE PLANS ARE NOT INTENDED TO SHOW LOCATIONS OF ELECTRICAL LINES, LANDSCAPE IRRIGATION LINES, ETC. THE CONTRACTOR SHALL TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ALL UTILITIES AND STRUCTURES SHOWN ON THESE PLANS. THE EXISTING UNDERGROUND UTILITIES AND SUBSTRUCTURES IDENTIFIED ON THESE PLANS WERE TAKEN FROM AVAILABLE RECORDS AND SHOWN ACCORDINGLY. IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION PART 1 SECTION 5, THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING UNDERGROUND SERVICE ALERT (OR CALTRANS ON STATE HIGHWAYS) TO IDENTIFY ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, AND SHALL DETERMINE THEIR LOCATIONS & DEPTHS, INCLUDING SERVICE CONNECTIONS WHICH MAY AFFECT OR BE AFFECTED BY ITS OPERATIONS PRIOR TO STARTING WORK ON THE PROJECT. IF CONFLICTING UTILITIES ARE NOT BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO THE START OF THE CONTRACTOR'S WORK, THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY CHANGES, REVISIONS OR MODIFICATIONS. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATION" OF THE DEPARTMENT OF U.S. LABOR, AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE WITH THE "OCCUPATIONAL HEALTH AND SAFETY REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY ORDERS". CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
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PP POWER POLE
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GW GUY WIRE
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WM WATER METER
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FF FINISH FLOOR
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FG FINISH GRADE
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CL CENTER LINE
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TC TOP OF CURB
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AC ASPHALTIC CONCRETE SURFACE
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FL FLOWLINE
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EXISTING BLOCK WALL
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DIRECTION OF FLOW
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FILL SLOPE
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FLOWLINE
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UNDERGROUND UTILITY
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CENTERLINE
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PROPERTY LINE
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RIGHT OF WAY
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MH MANHOLE
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FS FINISHED SURFACE
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INV INVERT OF PIPE
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GRAVEL BAGS TO BE PLACED PER PLAN
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(1500)
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CONTOUR ELEVATION (FEET)
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CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO, OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING, AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED IN THE FIELD BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENTS CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENTS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PREVENT DAMAGE TO ANY UTILITY LINES SHOWN, AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. CONSTRUCTION CONTRACTOR AGREES THAT, IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER AGGRESS TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL.
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TYP TYPICAL
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NTS NOT TO SCALE
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TW TOP OF WALL
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TF TOP OF FOOTING
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EVC END OF VERTICAL CURVE
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BT BOTTOM OF TRENCH
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GB GRADE BREAK
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TITLE SHEET1 1 DEMOLITION PLAN2 2 GRADING PLAN (PHASE 1)3 3 GRADING PLAN (PHASE 2-OPTIONAL)4 4 DETAILS5 5 DETAILS6 6 DETAILS7 7 EROSION CONTROL PLAN (PHASE 1)8 8 EROSION CONTROL PLAN (PHASE 2)99
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CITY OF COLTON 650 N LA CADENA DR COLTON CA 92324
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PARKING LOT LIGHTS
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BVC BEGIN VERTICAL CURVE
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EXISTING CONCRETE SURFACE
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PROPOSED CONCRETE SURFACE
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PROPOSED AC PAVEMENT
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EXISTING CONCRETE SURFACE TO BE REMOVED
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"CAUTION": Remember that the USA Center notifies only those utilities belonging to the center. There could be other utilities present at the work site. The center will inform you of whom they will notify.
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WATER:CITY OF COLTON CITY OF COLTON 160 S. 10TH ST. COLTON CA 92324 909-370-6131 TRASH:REPUBLIC SERVICES REPUBLIC SERVICES 2059 E. STEEL ROAD, COLTON CA 92324 626-336-3636 GAS:SOUTHERN CALIFORNIA GAS SOUTHERN CALIFORNIA GAS 555 W 5TH STREET, LOS ANGELES, CA 213-244-1200 ELECTRICITY:SOUTHERN CALIFORNIA PUBLIC POWER SOUTHERN CALIFORNIA PUBLIC POWER AUTHORITY 1160 NICOLE COURT, GLENDORA, CA 91740 626-793-9364 TELEPHONE:SBC PHONE SERVICES (AT&T) SBC PHONE SERVICES (AT&T) 800-288-2020
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W. MAIN ST.
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SANTA ANA AVE.
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CEDAR AVE.
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RANCHO AVE.
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LA CADENA DR.
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AGUA
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MANSA
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RD
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SITE
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MIGUEL BUSTAMANTE PKWY
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S RIVERSIDE AVE.
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HORIZ. NONE
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VERT. NONE
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HP HIGH POINT
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LP LOW POINT
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1" = 250'
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EXP.:
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DATE:
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11006904.25
11007902.68
NO
PARKIN
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PROJECT SITE
42 EMPLOYEE PARKING SPACES
7 SUPERVISOR PARKING SPACES
PROPOSED WROUGHT IRON FENCE & GATE
EXISTING CHAIN LINK FENCE AND GATES TO BE REMOVED. REPLACED WITH NEW 8'-0" HIGH DECORATIVE (TAN, SPLIT FACE) BLOCK WALL PROVIDE TEMPORARY SECURITY FENCE TO MAINTAIN SITE SECURITY AT ALL TIMES
EXISTING CHAIN LINK FENCETO BE REMOVED AND REPLACED WITH NEW 8'-0" HIGH DECORATIVE (TAN, SPLIT FACE) BLOCK WALL
15'-7"
S. RAN
CH
O AVEN
UE
77'-0
"
19'-0"95'-0"19'-0"
EXISTING BUILDING TO BE
REMOVED
34'-5
"
PROPOSED TRASH
ENCLOSURE
119'-6"
14 S
PAC
ES
126'
-0"
7 SP
ACES
126'
-0"
14 SPACES137'-8"
2-872
ADD ALTERNATE #1(PHASE 2 SITE WORK)(NOT A PART OF THIS PERMIT APPLICATION)
15'-0
"
66'-2 3/4"
119'
-6 3
/4"
1TE-1
14D-1
EXISTING CHAIN LINK FENCE AND GATES TO REMAIN
14D-1
NEW CHAIN LINK TO MATCH EXISTING TO FILL GAP BETWEEN EXISTING CHAIN LINK AND NEW BLOCK WALL
C 2019 Doug Andresen, Architect expressly reserves his common law copyright and other property rights in these plans. These plans are not to be reproduced, changed or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express written permission and consent of Douglas Andresen, Architect.
L ICEN
SED ARCHI TECT
STATE OF CAL I FORNIA
DOUGLAS ANDRESEN
No. C 14504Ren. 12-31-19
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A-1Cover Sheet
Proposed WRF Administration Building For:
City of Colton
14 Mar. 2019
17-2830
1201 S. Rancho Avenue, Colton, CA 92324
General Notes
Number Note
1 LUMBER SHALL BE GRADE STAMPED AND CONFORM TO THE FOLLOWING MINIMUMSTANDARDS:A) STRUCTURAL LUMBER TO BE WEST COAST DOUG FIR NO. 2 OR BETTER (UNLESS NOTEDOTHERWISE) THIS INCLUDES BEAMS, HEADERS, BLOCKING, DIAGONALBRACES,PLATFORMS, STRINGERS, JOISTS, RAFTERS AND POSTS. (BEAMS 4 x 12 AND LARGER TO BEDOUG FIR #1 & BTR.)B) STUDS MAY BE "CONSTRUCTION GRADE" DOUGLAS FIR OR #1 & BETTER.C) TOP PLATES MAY BE "CONSTRUCTION GRADE" HEM FIR OR DOUGLAS FIR.D) SILL PLATES IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED"WOLMANIZED" OR FOUNDATION GRADE REDWOODE) TRUSS MEMBERS AND COMPONENTS SHALL NOT BE CUT,DRILLED, NOTCHED, OROTHERWISE ALTERED IN ANY WAY WITHOUT WRITTEN CONCURRENCE AND APPROVAL OF AREGISTERED DESIGN PROFESSIONAL
2 STRUCTURAL CONNECTOR REFERENCES ARE TO "SIMPSON STRONG-TIE" CONNECTORS.I.C.C. APPROVED
3 NO STRUCTURAL MEMBER SHALL BE SERIOUSLY WEAKENED OR IMPAIRED BY CUTTINGOR NOTCHING
4 CONSTRUCTION OF THIS PROJECT SHALL BE IN ACCORDANCE WITH THE CALIFORNIAMODIFIED VERSION (TITLE 24, 2016 EDITION) OF THE FOLLOWING CODES:2016 CALIFORNIA BUILDING CODE, (2015 IBC)2016 CALIFORNIA PLUMBING CODE, (2015 UPC)2016 CALIFORNIA MECHANICAL CODE, (2015 UMC)2016 CALIFORNIA ELECTRICAL CODE (2015 NEC)2016 CALIFORNIA FIRE CODE, (2015 IFC).2016 CALIFORNIA ENERGY CODE"AMERICANS WITH DISABILITIES ACT" (ADA)HEALTH AND SAFETY CODE (HSC), SECTION 13145CALIFORNIA CODE OF REGULATIONS (CCR)TITLE 242016 CACALL OTHER APPLICABLE LAWS AND REGULATIONS
5 FIXTURES, DEVICES AND EQUIPMENT SHALL COMPLY WITH APPLICABLE CECREGULATIONS.
6 FASTENERS FOR PRESERVATIVE TREATED AND FIRE-RETARDANT-TREATED WOOD SHALLBE OF HOT DIPPED ZINC-COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZEOR COPPER. THE COATING WEIGHTS FOR ZINC-COATED FASTENERS SHALL BE INACCORDANCE WITH ASTM A 153. FASTENERS OTHER THAN NAILS, TIMBER RIVETS WOODSCREWS AND LAG SCREWS SHALL BE PERMITTED TO BE OF MECHANICALLY DEPOSITEDZINC-COATED STEEL WITH COATING WEIGHTS IN ACCORDANCE WITH ASTM B 695, CLASS55 MINIMUM.
7 THE MANUFACTURED WINDOWS SHALL HAVE A LABEL ATTACHED CERTIFIED BY THENATIONAL FENESTRATION RATING COUNCIL (NFRC) AND SHOWING COMPLIANCE WITH THEENERGY CALCULATIONS.
8 APPROVAL OF THESE PLANS BY THE BUILDING DEPARTMENT DOES NOT INCLUDEAPPROVAL FOR ANY TYPE OF ALARM SYSTEM THAT MAY BE SHOWN OR REQUIRED.SEPARATE APPROVALS FOR ANY ALARM SYSTEMS MUST BE OBTAINED.
9 ALL STEEL REINFORCEMENT TO COMPLY WITH ASTM-615, GRADE 40 AND 6010 EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF A MAIN WIND OR SEISMIC
FORCE RESISTING SYSTEM, DESIGNATED SEISMIC SYSTEM OR A WIND OR SEISMICRESISTING COMPONENT LISTED IN THE STATEMENT OF SPECIAL INSPECTIONS SHALLSUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND THEOWNER PRIOR TO THE COMMENCEMENT OF WORK ON THE SYSTEM OR COMPONENT. THECONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL CONTAIN THE FOLLOWING:(a) ACKNOWLEDGEMENT OF AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED INTHE STATEMENT OF SPECIAL INSPECTIONS.(b) ACKNOWLEDGEMENT THAT CONTROL WILL BE EXERCISED TO OBTAIN CONFORMANCEWITH THE CONSTRUCTION DOCUMENTS APPROVED BY THE BUILDING OFFICIAL.(c) PROCEDURES FOR EXERCISING CONTROL WITHIN THE CONTRACTOR'S ORGANIZATION,THE METHOD AND FREQUENCY OF REPORTING AND THE DISTRIBUTION OF THE REPORTS.(d) IDENTIFICATION AND QUALIFICATION OF THE PERSON(S) EXERCISING SUCH CONTROLAND THEIR POSITION(S) IN THE ORGANIZATION.
11 WALLS, FENCES AND TRASH ENCLOSURES ARE TO BE REVIEWED UNDER SEPARATEPERMIT APPLICATION (NOT A PART OF THIS PROJECT)
12 HAZARDOUS MATERIALS USED WITHIN THIS BUILDING SHALL BE LESS THAN THE MAXIMUMALLOWABLE QUANTITIES IN 2016 CBC TABLES 307.1(1) AND 307.1(2). ANY MODIFICATIONSTO THE CHEMICAL INVENTORY WILL BE SUBJECT TO ADDITIONAL REVIEW AND APPROVAL
E-1 Symbols, Notes & Single Line DiagramE-2 Lighting PlanE-3 Power PlanE-4 Mechanical Power PlanE-5 Panel Schedules
L-1 Title SheetL-2 Rockspace Plan
Sequence of Drawings
Number Description
A-1 Cover Sheet
C-1 of 8 Title SheetC-2 of 8 Demolition PlanC-3 of 8 Grading PlanC-4 of 8 DetailsC-5 of 8 Grading Plan PH-2C-6 of 8 DetailsC-7 of 8 DetailsC-8 of 8 Erosion Control PlanC-9 of 9 Erosion Control Plan
A-1.2 Site Plan - Fire AccessA-1.3 Green Building StandardsA-2 Partial Site PlanA-3 Exiting DiagramA-4 Floor PlanA-5 Schedules & Storefront Elev.A-6 Hardware ScheduleA-7 Exterior ElevationsA-8 Ext. Elevations & Roof PlanA-9 Reflected CeilingA-10 Interior ElevationsA-11 Interior ElevationsA-12 Interior Elevations
D-1 DetailsD-2 DetailsD-3 ADA - DetailsD-4 DetailsD-5 Store Front DetailsD-6 T-Bar DetailsD-7 Roofing Details
S-1 Foundation PlanS-2 Slab Edge PlanS-3 Ceiling Framing PlanS-4 Roof Framing Plan
Vicinity Map
Proposed WRF Administration Building For:City of Colton
1201 S. Rancho Avenue, Colton, CA 92324
Project Information
OWNER: CITY OF COLTON160 S. 10TH STREETCOLTON, CA 92324(909) 370-5065MICHAEL [email protected]
PROJECT ADDRESS: 1201 S. RANCHO AVENUE,COLTON, CA 92324
ARCHITECT: ANDRESEN ARCHITECTURE, INC.17087 ORANGE WAYFONTANA, CA 92335(909) 355-6688
PLANS AND CALCULATION TO THE FIRE AGENCY FOR APPROVAL PRIORTO INSTALLATION.
PROJECT DESCRIPTION: PROPOSED WASTEWATER RECLAMATION FACILITY ADMINISTRATIONBUILDING AND PARKING
NOTE TO GENERAL CONTRACTOR:THE PLANS AND SPECIFICATIONS HAVE BEEN DIVIDED BY DISCIPLINE (ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, ETC.) FOR CONVENIENCE ONLY. THEY ARE HOWEVER, MEANT TO BE COMPLEMENTARY. IF AN ITEM IS SHOWN IN ONE DISCIPLINE, BUT NOT IN ANOTHER, THE INTENT IS THAT THE ITEM IS STILL TO BE INCLUDED IN THE PROJECT IN A COMPLETE, FULLY FUNCTIONAL MANNER. GENERAL CONTRACTOR IS REQUIRED TO THOROUGHLY REVIEW ALL PLANS AS NECESSARY TO ENSURE THAT ALL SUB-CONTRACTORS ARE FULLY AWARE OF THEIR ENTIRE SCOPE OF WORK. NO CHANGE ORDERS WILL BE ALLOWED FOR WORK SHOWN IN ONE DISCIPLINE BUT NOT SHOWN IN ANOTHER.
1" = 40'-0"Overall Site Plan
Area Schedule (Gross Building)
Name Area
Building Area 7104 SFCanopy 2999 SF
PARKING ANALYSIS
7,104 SQ. FT. OFFICE AREA (1 SPACE / 250 S.F.): 29 SPACESTOTAL PARKING SPACES REQUIRED: 29 SPACES
TOTAL PARKING SPACE PROVIDED: 54 SPACES (INCLUDING: 3 ACCESSIBLE SPACES)
CLEAN AIR VEHICLE SPACES REQUIRED 51-75 TOTAL PARKING 6 SPACESELECTRIC VEHICLE CHARGING SPACES REQUIRED 51-75 TOTAL PARKING 4 SPACES
54 CAR PARKING SPACE X 5%: 3 SPACESTOTAL SHORT TERM BICYCLE SPACES REQUIRED: 3 SPACESTOTAL LONG TERM BICYCLE SPACES REQUIRED: 3 SPACES
TOTAL SHORT TERM BICYCLE SPACE PROVIDED: 7 SPACESTOTAL LONG TERM BICYCLE SPACES PROVIDED: 4 SPACES
1
1
1 31 May. 2019
S. RAN
CH
O AVEN
UE
77'-0
"
38
25 14
1
47
EXISTING D
RAINAGE D
ITCH TO REMAIN
8'-8"
6'-7"
26'-6"
R 20'-0
" R 20'-0"
R 20'-0"
2-273
26'-0"
19
1524
20
26'-0"
26'-0"
R 45'-0
" R 45'-0"
R 20'-0"
28'-6" 28'-6"
133'-0"
26'-0
"
2-271
R 20'-0
"
48
R 20'-0"
2-275
2-427
R 20'-0"
R 20'-0"
4142
54
2-433
2-271 2-271
2-271
9D-1
TYP.
13D-1
13D-115
D-1
(E) F.H. TO HAVE MIN. 2750 GPM FLOW WITH 20 PSI RESIDUAL PRESSURE
C 2019 Doug Andresen, Architect expressly reserves his common law copyright and other property rights in these plans. These plans are not to be reproduced, changed or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express written permission and consent of Douglas Andresen, Architect.
L ICEN
SED ARCHI TECT
STATE OF CAL I FORNIA
DOUGLAS ANDRESEN
No. C 14504Ren. 12-31-19
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A-1.2Site Plan - FireAccess
Proposed WRF Administration Building For:
City of Colton
14 Mar. 2019
17-2830
1201 S. Rancho Avenue, Colton, CA 92324
1" = 20'-0"Partial Site Plan
Plan Notes2-271 FIRE LANE. SHADING TO INDICATE CURB TO BE PAINTED RED AND "FIRE LANE - NO PARKING" SHALL BE
PAINTED IN 3" HIGH WHITE LETTERING.2-273 FIRE LANE PROVIDE RED STRIPING AND 12" HIGH WHITE LETTERS "NO PARKING ANY TIME"2-275 FIRE LANE NO PARKING SIGN2-427 26'-0" WIDE x 6'-0" HIGH WROUGHT IRON ELECTRIC SLIDING GATE WITH KNOX OVERRIDE SWITCH. GATE
OPENER TO BE LISTED IN ACCORDANCE WITH UL 325 AND SHALL BE DESIGNED, CONSTRUCTED ANDINSTALLED TO COMPLY WITH REQUIREMENTS OF ASTM F 2200. MANUAL RELEASE SHALL BE INSTALLED INCASE OF POWER OUTAGE.
2-433 3'-6" WIDE x 6'-0" HIGH WROUGHT IRON GATE WITH PERFORATED METAL SCREEN MESH, KEYED LOCK, CLOSERAND PANIC HARDWARE. PROVIDE A SIGN STATING "GATE TO REMAIN UNLOCKED DURING BUSINESS HOURS"
