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HomeMy WebLinkAbout2017-12-06; Planning Commission; ; CDP 2017-0043 (DEV2017-0139) – FRANCIS RESIDENCE The City of CARLSBAD Planning Division A REPORT TO THE PLANNING COMMISSION Single Family Coastal Development Permit Item No. Application complete date: October 5, 2017 P.C. AGENDA OF: December 6, 2017 Project Planner: Cliff Jones Project Engineer: Kyrenne Chua SUBJECT: CDP 2017-0043 (DEV2017-0139) – FRANCIS RESIDENCE – Request for approval of a Coastal Development Permit to allow for the construction of a new 3,792 square foot single-family residence on a vacant 0.19-acre parcel within the Mello II Segment of the city’s Local Coastal Program located at 1585 Triton Street within Local Facilities Management Zone 20. The project site is not within the appealable area of the California Coastal Commission. The City Planner has determined that the project belongs to a class of projects that the State Secretary for Resources has found do not have a significant impact on the environment, and it is therefore categorically exempt from the requirement for the preparation of environmental documents pursuant to Section 15303(a), construction of a single-family residence, of the state CEQA Guidelines. I. RECOMMENDATION That the Planning Commission ADOPT Planning Commission Resolution No. 7277 APPROVING Coastal Development Permit CDP 2017-0043 based upon the findings and subject to the conditions contained therein. II. PROJECT DESCRIPTION AND BACKGROUND Project Site/Setting: The 0.19 acre (8,350 square feet) site is generally located on the south side of Triton Street approximately 150 feet west of its intersection with Black Rail Road, as shown on the attached location map. The vacant lot was created by the Rhodes Minor Subdivision, MS 08-02/CDP 08-06. The vacant lot contains no existing improvements or public utilities. The neighborhood is generally characterized by two-story single-family residences with associated structures. No agricultural activities, sensitive resources, geological instability, flood hazards or coastal access opportunities exist onsite. Table “A” below includes the General Plan designations, zoning and current land uses of the project site and surrounding properties. TABLE A Location General Plan Designation Zoning Current Land Use Site R-4 Residential R-1-Q Vacant undeveloped lot North R-4 Residential R-1 Single-family residential South R-4 Residential R-1-Q Vacant undeveloped lot East R-4 Residential R-1-Q Single-family residential West R-4 Residential R-1 Single-family residential Proposed Residential Construction: The project consists of a new 3,792 square foot two-story single- family residence with an attached 664 square foot three-car garage and 674 square feet of decks. Hardscape, landscape, and drainage improvements are also proposed. Architecturally, the home design is described as Mediterranean. Materials include a stucco finish, a multi-pitched concrete tile roof, vinyl windows, and wood railings. Access is provided off Triton Street, a public road. 2 CDP 2017-0043 (DEV2017-0139) – FRANCIS RESIDENCE December 6, 2017 Page 2 Proposed Grading: Estimated grading quantities are 35 cubic yards of cut and 481 cubic yards of fill; with 446 cubic yards of import. A minor grading permit will be required. III. ANALYSIS The project is subject to the following regulations and requirements: A. R-4 Residential General Plan Land Use Designation; B. One-Family Residential, Qualified Development Overlay (R-1-Q) Zone (CMC Section 21.06 and 21.10); C. Coastal Development Regulations for the Mello II Segment of the Local Costal Program (CMC Section 21.201) and the Coastal Resource Protection Overlay Zone (CMC Section 21.203); D. McClellan-Palomar Airport Land Use Compatibility Plan (ALUCP) – Airport Overflight Notification Area (only applies to new residential development); E. Inclusionary Housing Ordinance (CMC Chapter 21.85); and F. Growth Management (CMC Chapter 21.90). The recommendation for approval of this project was developed by analyzing the project’s consistency with the applicable city regulations and policies. The project’s compliance with each of the above regulations is discussed in detail in the sections below. A. R-4 General Plan Land Use Designation The subject property has a General Plan Land Use designation of R-4 Residential, which allows for the development of single-family residential units within a density range of 0-4 dwelling units per acre (du/ac) and a Growth Management Control Point (GMCP) of 3.2 du/ac. The project's density was previously evaluated at the subdivision level (Rhodes Minor Subdivision – MS 08-02/CDP 08-06) to have a density of 4.67 dwelling units per acre which is above the maximum range of the General Plan Land Use designation. The Land Use Element of the General Plan in effect at the time of the subdivision approval allowed for the development of one single-family home subject to consistency findings. The proposed single-family home remains consistent with the General Plan Land Use Designation consistency findings. B. R-1-Q Residential, Qualified Development Overlay Zone (CMC Section 21.06 and 21.10) The project is required to comply with all applicable regulations and development standards of the Carlsbad Municipal Code (CMC) including the One-Family Residential (R-1) zone and the Qualified Development Overlay zone (Q). Per CMC Chapter 21.06.040, one single-family residential structure may be constructed on any residentially zoned lot and is not subject to the Site Development Plan requirement of the Qualified Development Overlay Zone. The proposed project meets or exceeds all applicable requirements of the R-1-Q zone (shown in Table B below). CDP 2017-0043 (DEV2017-0139) – FRANCIS RESIDENCE December 6, 2017 Page 3 TABLE B – R-1-Q ZONE DEVELOPMENT STANDARDS Standard Required/Allowed Proposed Front Yard Setback 20’ 20’ East Side Yard Setback 6’ * 6’ West Side Yard Setback 12’-3.5” * 27’-6” Rear Yard Setback 18’-7” 18’-7” Max Building Height 30’ with ≥ 3:12 roof pitch Multi-pitched roof (3:12 to 6:12 pitch). All portions of the roof are below 30’ 24’ with < 3:12 roof pitch Flat roof deck areas are all below 24’ Lot Coverage 40% maximum 37.2% Parking Two-car garage (min. 20’ x 20’ int. dim.) Three-car garage (> 20’ x 20’ int. dim.) *Per C.M.C. Section 21.10.070, the width of one side yard may be reduced provided: 1) the opposite side yard is increased in width by an amount equal to the reduction; and 2) the reduction shall not result in a side yard that is less than five feet. The required side yard setback is 9’-3.5” (10 percent of the lot width). The proposed reduced setback of 6 feet requires the opposite side yard to be 12’-3.5”. C. Conformance with the Coastal Development Regulations for the Mello II Segment of the Local Coastal Program (CMC Chapter 21.201) and the Coastal Resource Protection Overlay Zone (CMC Chapter 21.203) The project site is located within the Mello II Segment of the Local Coastal Program and is not within the appeal jurisdiction. The site is also located within and subject to the Coastal Resource Protection Overlay Zone. The project’s compliance with each of these programs and ordinances is discussed below: 1. Mello II Segment of the Certified Local Coastal Program and all applicable policies The project is located in the Mello II Local Coastal Program (LCP) Segment. The subject site has an LCP Land Use Plan designation of R-4 (Residential), which allows for a density of 0 to 4 du/acre and 3.2 du/acre at the Growth Management Control Point (GMCP). The project density is consistent with the R-4 General Plan Land Use designation as discussed in Section III.A above. Therefore, the project is consistent with the Mello II Segment of the LCP. The project consists of the construction of a new 3,792 square foot single-family residence with an attached three-car car garage in an area designated for residential development. The proposed two-story, single-family residence is compatible with the surrounding development of primarily two-story single- family homes. The proposed two-story residence will not obstruct views of the coastline as seen from public lands or the public right-of-way, nor otherwise damage the visual beauty of the coastal zone. No agricultural uses currently exist on the site, nor are there any sensitive resources located on the site. The proposed single-family residence is not located in an area of known geologic instability or flood hazard. Furthermore, the site does not have frontage along the coastline, so no public opportunities for coastal shoreline access are available from the subject site. CDP 2017-0043 (DEV2017-0139) – FRANCIS RESIDENCE December 6, 2017 Page 4 2. Coastal Resource Protection Overlay Zone The project is consistent with the provisions of the Coastal Resource Protection Overlay Zone (CMC Chapter 21.203 of the Zoning Ordinance) in that the project will adhere to the City’s Master Drainage Plan, Grading Ordinance, Storm Water Ordinance, BMP Design Manual and Jurisdictional Runoff Management Program (JRMP) to avoid increased urban run-off, pollutants and soil erosion. The subject property does not include steep slopes (equal to or greater than 25 percent gradient) or native vegetation. D. McClellan-Palomar Airport Land Use Compatibility Plan (ALUCP) – Airport Overflight Notification Area The project site is located within the McClellan-Palomar Airport Land Use Compatibility Plan (ALUCP), more specifically the Airport Overflight Notification Area. ALUCP Section 2.2.29 – Overflight Notification is designed to ensure that prospective buyers near an airport, particularly residential properties, are informed about the airport’s potential impact on the property. This notification does not restrict the height of structures, it simply discloses the existing conditions that may affect the property. The airport may subject the property to some of the annoyances or inconveniences associated with proximity to airport operations (for example: noise, vibration, or odors). ALUCP Section 3.6.3 requires an overflight notification to be recorded on the property for new residential development, and a condition of approval has been added accordingly. E. Inclusionary Housing Ordinance (CMC Chapter 21.85) For any residential development of less than seven (7) units, the inclusionary housing requirements may be satisfied through the payment of an inclusionary housing in-lieu fee. The proposal to construct one single-family residential dwelling unit has been conditioned to pay the applicable housing in-lieu fee prior to the issuance of a building permit. F. Growth Management (CMC Chapter 21.90) The proposed project is located within Local Facilities Management Zone 20 in the Southwest Quadrant of the city. The impacts on public facilities created by the project, and its compliance with the adopted performance standards, are summarized in Table “C” below. TABLE C – GROWTH MANAGEMENT COMPLIANCE Standard Impacts Compliance City Administration 3.54 sq. ft. Yes Library 1.89 sq. ft. Yes Waste Water Treatment 1 EDU Yes Parks 0.007 acre Yes Drainage 1.0 CFS/Basin B Yes Circulation 10 ADT Yes Fire Station No. 2 Yes Open Space N/A N/A Schools Carlsbad (E=.35/M=.1036/HS = .0959) Yes Sewer Collection System 1 EDU Yes Water 220 GPD Yes CDP 2017-0043 (DEV2017-0139) – FRANCIS RESIDENCE December 6, 2017 Page 5 IV.ENVIRONMENTAL REVIEW This project is exempt from CEQA per the exemptions listed below: (1)Section 15303(a) of CEQA exemptions (Class 3) exempts the construction of one single- family residence in a residential zone from environmental review. A Notice of Exemption will be filed by the City Planner upon project approval. ATTACHMENTS: 1.Planning Commission Resolution No. 7277 2.Location Map 3.Disclosure Statement 4.Reduced Exhibits 5.Exhibits “A” – “L”, dated December 6, 2017 POINSETTIA LN TRITON ST BLACK RAIL RDNEW CREST CT CDP 2017-0043 (DEV 2017-0139) FRANCIS RESIDENCE SITE MAP SITE E L C AMINO RE A LLA COSTA AV A L G A R DCARLSBAD B L ATTACHMENT 2 GENERAL NOTES: 1. "CEA" SHALL REFER TO CRIMSON ENGINEERING ASSOCIATES, INC. 2. "OWNER" SHALL REFER TO MARK FRANCIS. 3. "OTHERS" SHALL REFER TO THE GENERAL CONTRACTOR OR RESPONSIBLE PARTY FOR THE PROJECT. GENERAL CONTRACTOR HAS NOT BEEN SELECTED AT THIS TIME. 4. ANY OVERALL PROJECT DETAILS NOT SPECIFIED IN THIS DRAWING SET ARE NOT THE RESPONSIBILITY OF CEA. 5. A SET OF THE LATEST PLANS SHALL BE ON SITE DURING CONSTRUCTION. 6. DIMENSIONED OR CALLED-OUT MEASUREMENTS SHALL BE USED IN LIEU OF SCALED MEASUREMENTS. 7. THE DESIGN HEREIN IS VALID ONLY FOR THE PROJECT, LOCATION AND PHASE LISTED AND SHALL NOT BE RE-CREATED FOR ANY OTHER SITUATIONS. 8. IF ANY DISCREPANCIES THAT IMPACT CONSTRUCTION ARE OBSERVED BETWEEN THIS DRAWING SET AND FIELD CONDITIONS, CONTRACTOR SHALL STOP WORK AND CONTACT CEA WITH THE DISCREPANCY. LOCATION MAP PROJECTSITE U.N.O.......MIN..............................................MAX.............................................TYP...................................................SIM....................................................DBL....................................................(E)..................................................(N)............................................................O.C...............................................C/C........................... T.O., T/.............................................BOT................................................. B.O., B/.....................................SOG....................................T&B.....................................ALUM.......................................... M.E. ................................. T.R. ................................. CIP ...................................... PL ...................................................... L .............................ABV...................................................BTWN.........................................CLR..........................∅..................................................±........................................EQ..........................FND......................................LBS.................................................PSI...........PSF..........PLF............N.T.S..................................REQ'D........................................THK............................V.I.F................................EOR..................WM...................................F.H.................................... UNLESS NOTED OTHERWISEMINIMUMMAXIMUMTYPICALSIMILARDOUBLEEXISTINGNEW ON CENTERCENTER-TO-CENTER TOP OFBOTTOM BOTTOM OF SLAB ON GRADE TOP & BOTTOMALUMINUM MINIMUM EDGE THREADED RODCAST-IN-PLACE PLATE STRUCTURAL ANGLEABOVEBETWEENCLEAR/CLEARANCEDIAMETERPLUS-OR-MINUSEQUAL/EQUIVALENTFOUNDATIONPOUNDS POUNDS PER SQUARE INCH POUNDS PER SQUARE FOOT POUNDS PER LINEAR FOOT NOT TO SCALEREQUIREDTHICK/THICKNESS VERIFY IN FIELDENGINEER-OF-RECORD WATER METER FIRE HYDRANT SITE ADDRESS: LEGEND TABLE OF CONTENTS PROJECT INFORMATION OWNER: SHEET#DESCRIPTION1TITLE SHEET & GENERAL NOTES2GENERAL NOTES (CONT.)3 GENERAL NOTES (CONT.)4 OVERALL SITE PLAN & GRADING PLAN5SECTION VIEWS AND RETAINING WALL DETAIL 1585 TRITON STREET CARLSBAD, CA 92011 MARK FRANCIS 3385 BLODGETT DRIVE COLORADO SPRINGS, CO 80919 PHONE (OFFICE): (719) 265-6900 PHONE (CELL): (719) 339-9011 ASSESSOR'S PARCEL NUMBER: 215-070-51-00 LEGAL DESCRIPTION: PARCEL 1 OF PARCEL MAP NO.20880, SAN DIEGO COUNTY, CA SIZE: 8,344 SQ. FT. (.19 ACRES) CONTACT: MARK FRANCIS 3385 BLODGETT DRIVE COLORADO SPRINGS, CO 80919 PHONE (OFFICE): (719) 265-6900 PHONE (CELL): (719) 339-9011 WORK TO BE DONE: THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES AND PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON THESE PLANS. THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER: 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEERING STANDARDS 3. THIS SET OF PLANS. 4. CITY OF CARLSBAD MS 08-02/ CDP 08-06 APPROVAL FOR RHODES PROPERTY DATED MAY 08, 2009 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) 6. SOILS REPORTS AND RECOMMENDATIONS BY GEOSOILS, INC DATED JUNE 9, 2017 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY CITY OF CARLSBAD STANDARDS 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DATED TBD 9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED N/A 10. THE CALIFORNIA STORM WATER QUALITY ASSOCIATION (CASQUA), STORM WATER BEST MANAGEMENT PRACTICE, CONSTRUCTION HANDBOOK AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CONSTRUCTION SITE BEST MANAGEMENT PRACTICES (BMP) MANUAL. REFERENCE DRAWINGS: DWG. NOS. 410-6, 410-6A, 387-1, 387-1A PARCEL MAP NO. 19411 BASIS OF BEARINGS: THE BASIS OF BEARING FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM-1983, ZONE VI, 1991.35 EPOCH, NORTH AMERICAN DATUM OF 1983 (NAD 83), GRID BEARINGS BETWEEN STATION ECR 0009 AND STATION ECR 0011 AS SAID COORDINATES ARE PUBLISHED IN THE CITY OF CARLSBAD SURVEY CONTROL NETWORK ESTABLISHED BY RECORD OF SURVEY NO. 17271, FILED IN THE OFFICE OF THE SAN DIEGO COUNTY RECORDER ON FEB. 8, 2002 IE: NORTH 30°48'30" WEST BENCHMARK: DESCRIPTION: OC-0179 DISC SET IN WEST END OF SOUTH HEADWALL OF 24" RCPLOCATION: 0.4 MILES EAST OF INTERSECTION OF LA COSTA AVE. AND SAXONY ROAD RECORDS FROM: COUNTY OF SAN DIEGO, DEPT. OF PUBLIC WORKS: REPORT SV0106-01, 10-15-85 ELEVATION: 13.87 M.S.L. DATUM: N.G.V.D. 29 EARTHWORK QUANTITIES: CUT = 35 CY FILL = 380 CYIMPORT = 345 CY GRADING QUANTITIES SHOWN HEREON ARE FOR PERMITTING PURPOSES ONLY ANDSHALL NOT BE USED FOR PAY QUANTITIES. CONTRACTOR SHALL PERFORM INDEPENDENTTAKE OFF, CONSIDERING FINAL PAVEMENT SECTIONS AND UNDERCUTS. TOTAL LOT AREA INFORMATION: MAIN LEVEL FINISHED AREA = 1,795 S.F. UPPER LEVEL FINISHED AREA = 1,997 S.F. GARAGE AREA = 664 S.F. UPPER LEVEL DECK AREA = 311 S.F. ROOF DECK AREA = 363 S.F. TOTAL LOT AREA = 8,344 S.F. (.19 ACRES) TOTAL LOT COVERAGE = 3,101 S.F. TOTAL LOT OPEN AREA = 4,576 S.F. % TOTAL LOT COVERAGE = 37.2 % % OPEN TOTAL LOT = 62.8 % FLOOR AREA RATIO (F.A.R.) = .57 ALLOWABLE TOTAL COVERED AREA = (40%) x AREA TOTAL LOT = 3,338 S.F.©SEAL:Denver, Colorado P: 720.502.4667 | F: 303.974.1734www.CrimsonEngineering.com ECrimson Engineering Associates, Inc.ENGINEERING DEPARTMENT FRANCIS RESIDENCE CDP 2017-0043 (DEV2017 - 0139) - FRANCIS RESIDENCE PLANNING DIVISION APPROVED DATE ENGINEERING DIVISION DATE THIS IS THE APPROVED TENTATIVE MAP/SITE PLAN FOR PROJECT NO.___________ PER CONDITION NO.________ OF PLANNING COMMISION RESOLUTION NO._________ SCOPE OF WORK: CONSTRUCTION OF A NEW 3,792 SQ. FT., (4) BEDROOM, (4.5) BATH TWO-STORY HOME PLUS A 664 SQ. FT. (3) CAR GARAGE AND A ROOF DECK ON AN 8,344 SQ. FT. VACANT LOT SW OF THE INTERSECTION OF BLACK RAIL ROAD AND POINSETTA LANE APPLICABLE CODES: THIS PROJECT IS TO CONFORM TO THE FOLLOWING CODES: 1. CURRENT 2016 CALIFORNIA RESIDENTIAL CODE WHICH ADOPTS THE MOST RECENT INTERNATIONAL RESIDENTIAL CODE. 2. THE CURRENT 2016 CALIFORNIA GREEN BUILDING CODE. 3. THE 2016 CALIFORNIA BUILDING CODE WHICH ADOPTS THE MOST CURRENT INTERNATIONAL BUILDING CODE. 4. THE 2016 CALIFORNIA ELECTRICAL CODE (BASED ON THE MOST RECENT NEC). 5. THE 2016 CALIFORNIA PLUMBING CODE (BASED ON THE MOST RECENT UPC BY IAPMO). 6. THE 2016 CALIFORNIA MECHANICAL CODE (BASED ON THE MOST RECENT UMC BY IAPMO). 7. THE MOST CURRENT CARLSBAD FIRE CODE (BASED ON THE MOST RECENT IFC). IMPORTANT NOTICE: SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BEVALID. FOR YOU DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICEALERT AT: TOLL FREE 1-800-422-4133 TWO WORKING DAYS BEFORE YOU DIG SOURCE OF TOPOGRAPHY: TOPOGRAPHY SHOWN ON THESE PLANS SURVEYED AND VERIFIED BY OMEGAENGINEERING CONSULTANTS INC. MARCH 2010 TOPOGRAPHY SHOWN ON THESE PLANS VERIFIED BY CRIMSON ENGINEERINGASSOCIATES, INC. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS GENERAL INFORMATION: LOT ZONING: R-1-Q (ONE-FAMILY RESIDENTIAL WITH A QUALIFIED DEVELOPMENT OVERLAY) LAND USE DESIGNATION: RLM (RESIDENTIAL, LOW-MEDIUM DENSITY), 0-4 UNITS/AC., GROWTH MANAGEMENT CONTROL POINT OF 3.2 UNITS/AC. PROPERTY LOCATION: LOCATED WITHIN THE COASTAL ZONE, MELLO II SEGMENT OF THE LOCAL COASTAL PROGRAM (LCP), ZONE 20 SPECIFIC PLAN (PLANNING AREA E) PROJECTSITE M W W S SEXISTING SEWER EXISTING WATER EXISTING FIRE HYDRANT EXISTING WATER METER 3/31/18 11/01/17 ©SEAL:Denver, Colorado P: 720.502.4667 | F: 303.974.1734www.CrimsonEngineering.com ECrimson Engineering Associates, Inc.ENGINEERING DEPARTMENT FRANCIS RESIDENCE CDP 2017-0043 (DEV2017 - 0139) - FRANCIS RESIDENCE PLANNING DIVISION APPROVED DATE ENGINEERING DIVISION DATE THIS IS THE APPROVED TENTATIVE MAP/SITE PLAN FOR PROJECT NO.___________ PER CONDITION NO.________ OF PLANNING COMMISION RESOLUTION NO._________ STORMWATER QUALITY NOTESCONSTRUCTION BMP'S THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF THE STATE OF CALIFORNIA REGIONAL WATERQUALITY CONTROL BOARD, SAN DIEGO REGION, ORDER NUMBER CA2010875 (HTTP://WWW.SWRCB.CA.GOV/RQQC89/PROGRAM WATER.HTML)AND THE CITY OF SAN DIEGO LAND DEVELOPMENT CODE (HTTP://CLERKDOC.SANNET.GOV/RIGHTSITE/GETCONTENT/LOCAL.PDF?DMW_OBJECTID=09001458008CCR3) NOTES 1-6 BELOW REPRESENT MINIMUM REQUIREMENTS FOR CONSTRUCTION BMPS: 1. SUFFICIENT BMP'S MUST BE INSTALLED TO PREVENT SILT, MUD, OR OTHER CONSTRUCTION DEBRIS FROM BEING TRACKED INTO THE ADJACENT STREETS OR STORMWATER CONVEYANCE SYSTEMS DUE TO CONSTRUCTION VEHICLES OR OTHER CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING ANY SUCH DEBRIS THAT MAY BE IN THE STREET AT THE END OF EACH WORK DAY OR AFTER A STORM EVENT THAT CAUSES ANY BREACH IN THE INSTALLED CONSTRUCTION BMPS. 2. ALL STOCKPILES OF UNCOMPACTED SOIL AND/OR BUILDING MATERIALS THAT ARE INTENDED TO BELEFT UNPROTECTED FOR A PERIOD GREATER THAN 7 CALENDAR DAYS ARE TO BE PROVIDED WITHEROSION AND SEDIMENT CONTROLS. SUCH SOIL MUST BE PROTECTED EACH DAY WHEN THE PROBABILITY OF RAIN IS 40% OR GREATER. 3. A CONCRETE WASHOUT SHALL BE PROVIDED ON ALL PROJECTS WHICH PROPOSE THE CONSTRUCTION OF ANY CONCRETE IMPROVEMENTS THAT ARE TO BE POURED IN PLACE ON THE SITE. 4. ALL EROSION/SEDIMENT CONTROL DEVICES SHALL BE MAINTAINED IN WORKING ORDER AT ALL TIMES. 5. ALL SLOPES THAT ARE CREATED OR DISTURBED BY CONSTRUCTION ACTIVITY MUST BE PROTECTED AGAINST EROSION AND SEDIMENT TRANSPORT AT ALL TIMES. 6. THE STORAGE OF ALL CONSTRUCTION MATERIALS AND EQUIPMENT MUST BE PROTECTED AGAINSTANY POTENTIAL RELEASE OF POLLUTANTS INTO THE ENVIRONMENT. DEFERRED SUBMITTALS WHEN THE SUBMITTAL OF FIRE SPRINKLER PLANS WILL BE DEFERRED STATE “THE SUBMITTAL OFRESIDENTIAL FIRE SPRINKLER PLANS REQUIRED BY THE CALIFORNIA RESIDENTIAL CODE SECTIONR313 HAS BEEN DEFERRED.” OTHERWISE, PROVIDE PLANS AND CALCULATIONS FOR THE RESIDENTIALFIRE SPRINKLER SYSTEM DESIGNED IN ACCORDANCE WITH THE CRC, SECTION R313.E OR NFPA 13-D STANDARDS. WHEN THE SUBMITTAL OF THE SPRINKLER PLANS WILL BE DEFERRED, TO AVOID DELAYS IN CONSTRUCTION, FIRE SPRINKLER PLANS SHALL BE SUBMITTED NO LESS THAN 30 CALENDAR DAYS PRIOR TO INSTALLATION OR PRIOR TO REQUESTING A FOUNDATION INSPECTION. WHEN THE SUBMITTAL OF FIRE SPRINKLER PLANS IS DEFERRED, A FRAMING/ROUGH INSPECTION SHALL NOT BE REQUESTED PRIOR TO APPROVAL OF THE FIRE SPRINKLER PLANS. OWNER'S CERTIFICATESTANDARD SINGLE FAMILY RESIDENTIAL PROJECTFOR POST CONSTRUCTION BMP'S I, AS THE OWNER OF THE PROPERTY DESCRIBED AS: PARCEL 1, OF PARCEL MAP NUMBER 20880, KNOWN AS 1585 TRITON STREET, CARLSBAD, CA 92011,UNDERSTAND THAT IN ACCORDANCE WITH THE SAN DIEGO MUNICIPAL CODE, LAND DEVELOPMENTMANUAL - STORMWATER STANDARDS, THIS PROJECT IS REQUIRED TO “IDENTIFY POLLUTANTS FROM THE PROJECT AREA” AND INCORPORATE “SITE DESIGN” AND “SOURCE CONTROL” BMPS. I CERTIFY TO THE BEST OF MY KNOWLEDGE, POLLUTANTS ANTICIPATED BY THE PROPOSED LAND USE ARE AS FOLLOWS: SEDIMENT NUTRIENTS TRASH AND DEBRIS OXYGEN DEMANDING SUBSTANCESOIL AND GREASEBACTERIA AND VIRUSESPESTICIDES I WILL INCORPORATE THE FOLLOWING INTO THE SITE DESIGN:*MAINTENANCE OF PRE-DEVELOPMENT RUNOFF CHARACTERISTICS *MINIMIZATION OF IMPERVIOUS FOOTPRINT BY CONSTRUCTING WALKWAYS, PATIOS, AND DRIVEWAYS WITH PERMEABLE SURFACES *CONSERVATION OF ANY NATURAL AREA *NATURAL DRAINAGE SYSTEMS AS OPPOSED TO LINED SWALES OR UNDERGROUND DRAINAGE SYSTEMS *ROOFTOPS, WALKWAYS, PATIOS AND DRIVEWAYS THAT DRAIN INTO ADJACENT LANDSCAPING PRIOR TO DISCHARGING TO THE PUBLIC DRAINAGE SYSTEM *PRESERVATION OF EXISTING NATIVE TREES AND SHRUBS*PROTECTION OF ALL SLOPES FROM EROSION ADDITIONALLY I WILL*MINIMIZE THE USE OF PESTICIDES*USE EFFICIENT IRRIGATION SYSTEMS AND LANDSCAPING DESIGNS INCORPORATING RAIN SHUT-OFFDEVICES AND FLOW REDUCERS I WILL MAINTAIN THE ABOVE STANDARD PERMANENT BMP'S IN PERPETUITY MARK D. FRANCIS _______________________________________________ DATE ______________________ "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISEDRESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESSAND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBADDOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: CRIMSON ENGINEERING ASSOCIATES, INC. ADDRESS: 1211 W. ALAMEDA PKWY., SUITE 107 CITY, STATE: LAKEWOOD, CO TELEPHONE: (720) 502-4667 BY: ______________________________________________ DATE: _______________________ (NAME OF ENGINEER) R.C.E. NO.: 85185 REGISTRATION EXPIRATION DATE: 3-31-18 SOILS ENGINEER'S CERTIFICATE I, _______________________________________________, A REGISTERED (CIVIL/GEOTECHNICAL) ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILSMECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENTWITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OF ___________________________, 20___ AND ___________________________, 20___. TWO COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. SIGNED: ____________________________________________ G.E./P.E. NO.: ________________________________________ DATE: ______________________________________________ LICENSE EXPIRATION DATE: _____________________________ OWNER'S CERTIFICATE I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THIS SITE. IF THIS PROJECT/DEVELOPMENT IS SUBJECT TO A STATE-REGULATED SWPPP, I (WE) ALSO AGREE A QUALIFIED SWPPP PRACTITIONER (QSP) HAS BEEN OR WILL BE RETAINED TO SUPERVISEIMPLEMENTATION OF THE SWPPP IN ACCORDANCE WITH THE CALIFORNIA CONSTRUCTION ORDER AND MUNICIPAL PERMIT, LATEST VERSION. ____________________________________________________________________________________ (PRINT NAME BELOW LINE)DATE 3/31/18 11/01/17 11/1/2017 GENERAL GRADING NOTES: 1. NOTES BELOW TO BE USED IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL CODE. 2. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. 3. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 4. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 5. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO THE PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACHOCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVEA RATING OF 'A-' OR BETTER AND A SIZE CATEGORY OF CLASS V OR BETTER AS ESTIMATED BY 'BESTS' KEY RATING GUIDE. 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THECITY AND OTHER APPROPRIATE AGENCIES. 7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK ORGRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEENOBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THECITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OFPLANS AND THE TITLE SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BYTHE CITY ENGINEER. 10. ORIGINAL DRAWINGS SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO THE FINAL ACCEPTANCE OF THE WORK BY THE CITY. 11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALLBE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLYDOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BESUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF THECOMPLETION OF FIELD TESTS. 13. A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION REGARDING ADHERENCETO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THEISSUANCE OF THE BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDERTHE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND THE “EARTHWORK SPECIFICATIONS” ATTACHED TO THE PRELIMINARY SOILS INVESTIGATION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14.A PRECONSTRUCTION MEETING SHALL BE HELD AT THE SITE PRIOR TO THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL REQUEST A PRECONSTRUCTION MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR WILL THEN BE CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DATE AND TIME FOR THE PRECONSTRUCTION MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO THE SCHEDULING. THE GRADING PERMIT WILL BE APPROVED BY THE PROJECT INSPECTOR AT THE MEETING. 15.ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M. ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8 CALIFORNIA ADMINISTRATIVE CODE. THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 21.ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITYENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 23. BRUSH SHALL BE REMOVED ONLY WITHIN THE ARE TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIFICALLY NOTED ON THE PLAN. 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A MINIMUM ONE PERCENT SLOPE. 25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. 27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ONTHE APPROVED GRADING PLANS. 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THECITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND IRRIGATION PLANS AND IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK INACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. 30. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM D-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED PROVIDEDDEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH ¾” ROCK PER SAN DIEGO REGIONALSTANDARD DRAWINGS S-4 TYPE “C” AND PIPE MEETS ASTM STANDARD 3034 FORSDR 35 SOLID WALL PIPE. 31. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADINGOPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREASAND REPLACED WITH PROPERLY COMPACTED SOLIDS. IN OTHER AREAS, THE PIPE WILL BEPLUNGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVE GROUND AND UNDER GROUND) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 33. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO (2) FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (800) 422-4133 SDG&E (858) 660-7343 AT&T (800)892-0123 TIME WARNER CABLE (760)438-7741 CITY OF CARLSBAD (STREETS & STORM DRAIN)(760)434-2980 *CARLSBAD MUNICIPAL WATER DISTRICT (SWR, WTR & RECL. WTR) (760)438-2722 *SAN DIEGUITO WATER DISTRICT (760)633-2650 *LEUCADIA WASTEWATER DISTRICT (760)753-0155 *VALLECITOS WATER DISTRICT (760)744-0460 *OLIVENHAIN WATER DISTRICT (760)753-6466 *BUENA SANITATION DISTRICT (760)725-1340 *AS APPROPRIATE 34. PERMIT COMPLIANCE REQUIREMENTS: A.FOR CONTROLLED GRADING- THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBESERVE AND CONTROL THE WORK IN PROGRESS {15.16.150A.8} CARLSBAD MUNICIPAL CODE. B.PRIOR TO FINAL APPROVAL OF A GRADING PERMIT- THE FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR {15.16.120A.9 &10} CARLSBAD MUNICIPAL CODE: a. FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL GRADING ISCOMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND IRRIGATION AREINSTALLED IN CONFORMANCE WITH CITY CODE AND THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT). b. AS-BUILT GRADING PLAN. c. REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF FIELD AND LABORATORY TEST. THE REPORT SHALLALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE GRADING WASDONE IN ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENDATIONSOUTLINED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTSTHERETO. d. REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. 35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) YEAR AFTER THECITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FORPLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. 36. THE SOILS REPORT TITLED 'GEOTECHNICAL UPDATE EVALUATION, PROPOSEDSINGLE-FAMILY RESIDENCE OFF OF TRITON STREET, CARLSBAD, SAN DIEGO COUNTY,CALIFORNIA, APN 215-070-39' AND PREPARED BY: GEOSOILS, INCORPERATEDW.O.7279-A-SC, DATED: JUNE 9, 2017, SHALL BE CONSIDERED A PART OF THE GRADINGPLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATION SPECIFICATIONS CONTAINED IN SAID SOILS REPORT. 37. IN ACCORDANCE WITH THE CITY SUSMP, ALL STORM DRAIN INLETS CONSTRUCTED BY THISPLAN SHALL INCLUDE 'STENCILS' TO PROHIBIT WASTE DISCHARGES DOWNSTREAM,STENCILS SHALL BE ADDED TO THE SATISFACTION OF THE CITY ENGINEER. SPECIAL NOTES: 1. THE FOLLOWING NOTES ARE NOT PROVIDED TO GIVE DIRECTIONS TO THE CONTRACTOR BY THE ENGINEER OF WORK. THE CITY ENGINEER'S SIGNATURE ON THESE PLANS DOES NOT CONSTITUTE APPROVAL OF ANY OF THESE NOTES, AND THE CITY WILL NOT BE RESPONSIBLE FOR THEIR ENFORCEMENT. 2. NEITHER THE OWNER NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 3. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF THE NEW WORK. 4. BEFORE EXCAVATING FOR THIS CONTRACT, VERIFY LOCATION OF UNDERGROUND UTILITIES. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS HAS BEEN OBTAINED FROM AVAILABLE RECORDS ONLY AND MAY NOT REFLECT ALL EXISTING UTILITIES. LOCATIONS OF ALL EXISTING UTILITIES SHALL BE CONFIRMED BY FIELD MEASUREMENTS. PRIOR TO CONSTRUCTION,CONTRACTOR OF WORK TO PERFORM EXPLORATORY EXCAVATIONS IN ORDER TO PROVIDESUFFICIENT TIME PRIOR TO CONSTRUCTION FOR ANY NECESSARY PERMIT REVISIONS. 5. CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITYLINES SHOWN HEREON AND ANY OTHER EXISTING LINES NOT OF RECORD OR SHOWN ONTHESE PLANS. 6. WHERE TRENCHES ARE ADJACENT TO FUTURE BUILDING SITES, SOILS REPORTS SHALL BE SUBMITTED TO THE ENGINEER OF WORK BY A QUALIFIED SOILS ENGINEER WHICH CERTIFY (AS DEFINED IN AND LIMITED IN SECTION 6735.5 OF THE BUSINESS AND PROFESSIONAL CODE OF CALIFORNIA) THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH THE ON-SITE EARTHWORK SPECIFICATIONS. 7. SAFETY FENCES SHALL BE PROVIDED BY THE CONTRACTOR WHERE REQUIRED BY THE CITY ENGINEER. 8. CONTRACTOR SHALL ADJUST EXISTING WATER VALVE COVERS, CLEANOUT COVERS ANDSEWER MANHOLE COVERS, ETC., TO GRADE WHERE NECESSARY. 9. THE BOTTOM OF ALL EXCAVATIONS SHALL BE OBSERVED BY A GEOTECHNICAL ENGINEER. 10. CONTRACTOR SHALL CONFIRM ALL EXISTING FACILITIES TO BE REMOVED/REPLACED/RELOCATED FOR INSTALLATION OF ALL PROPOSED IMPROVEMENTS. 11. CONTRACTOR TO REMOVE/REPLACE/RELOCATE ANY LANDSCAPING/HARDSCAPING WHICH CONFLICTS IN ANY WAY WITH THE INSTALLATION OR PROPER FUNCTIONING OF THE PROPOSED IMPROVEMENTS. 12. THE CONTRACTOR SHALL UNCOVER ALL UTILITIES THAT MAY BE JOINED, CROSSED, OR PARALLELED TO VERIFY BOTH HORIZONTAL AND VERTICAL LOCATION PRIOR TO ANY CONSTRUCTION. ANY CONFLICT OR DISCREPANCY SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO CONSTRUCTION. OTHERWISE THE CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR ANY ADDITIONAL CONSTRUCTION OR RELOCATION COSTS. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING, MAINTAINING, RELOCATING AND OR REMOVAL OF EXISTING UTILITIES. 14. THE CONTRACTOR SHALL REPLACE ALL DESTROYED OR DAMAGED SURFACE IMPROVEMENT WITH IMPROVEMENT EQUAL OR SUPERIOR. 15. CONTRACTOR SHALL POTHOLE ALL UNDERGROUND UTILITIES TO BE CONNECTED TO, CROSSED OR GRADED OVER PRIOR TO ANY CONSTRUCTION. 16. PRIOR TO ANY CONSTRUCTION THE CONTRACTOR IS TO COORDINATE PLANS WITH ALL OTHER DISCIPLINES AND NOTIFY ENGINEER OF WORK OF ANY DISCREPANCIES. 17. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO ACQUIRE AND ENFORCE ALL NECESSARY TRAFFIC CONTROL. PERMITS NEEDED TO SAFELY CONDUCT WORK IN THE PUBLIC RIGHT OF WAY. CONTRACTOR OR DEVELOPER/OWNER MUST COORDINATE ALL TRAFFIC CONTROL WITH THE AGENCY OF JURISDICTION. 18. ALL PROPOSED STORM DRAIN FACILITIES ARE PRIVATE UNLESS OTHERWISE NOTED. 19. LOCATION AND EVALUATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONESHALL BE CONFIRMED BY FIELD MEASUREMENTS BY THE CONTRACTOR PRIOR TOCONSTRUCTION OF NEW WORK. 20. CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINESSHOW HEREON AND ANY OTHER EXISTING LINES NOT OF RECORD OR NOT SHOWN ONTHESE PLANS. 21. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FORJOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT,INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALLAPPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THATTHE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ALL LIABILITY REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THE PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER AND ENGINEER. 22. CONTRACTOR SHALL CONSTRUCT AREA DRAINS ABOVE FINISHED GRATE ELEVATION AND ARE TO BE ADJUSTED TO MATCH FINISHED LANDSCAPE AND PROVIDE POSITIVE DRAINAGE, SHALL ANY DISCREPANCY ARISE THE CONTRACTOR IS TO NOTIFY THE ENGINEER OF WORK IMMEDIATELY. 23. CONTRACTOR SHALL MAKE ALL NECESSARY UNDERCUTS FOR SOIL AMENDMENTS, SODS ETC. TO ENSURE FINISH GRADE ARE ESTABLISHED AS INDICATED ON THESE PLANS. 24. CONTRACTOR SHALL EMPLOY INDIVIDUALS WHO ARE FAMILIAR WITH ALL CODES RELATEDTO THE VARIOUS AREAS OF WORK AND CONSTRUCT THE INTENT OF THESE PLANS TOMEET ALL LOCAL, STATE AND FEDERAL REQUIREMENTS. 25. DURING ACTIVE CONSTRUCTION, AREAS SHALL BE WATERED TO REDUCE FUGITIVE DUST. 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE QUANTITIES SHOWN HEREON AND BALANCE THE EARTHWORK ON SITE. IF DISCREPANCIES ARISE, THE ENGINEER OF WORK SHALL PROVIDE AREAS OF ADJUSTMENT TO THE CONTRACTOR OR CONTRACTOR SHALL IMPORT/EXPORT AS REQUIRED TO BALANCE THE SITE. WHERE TRENCHES ARE WITHIN EASEMENTS, STREETS OR 10' OF ANY BUILDING, SOILS REPORT SHALL ME SUBMITTED TO THE ENGINEER OF WORK BY A QUALIFIED SOILS ENGINEER WHICH INDICATES THAT THE TRENCH BACKFILL WAS COMPACTED UNDER THE OBSERVATION OF THE SOILS ENGINEER AND IN ACCORDANCE WITH THE EARTHWORKSPECIFICATIONS. 27. THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT ALL SLOPES, PADS, CURBS, INLETS AND SIDEWALLS ARE BUILT IN ACCORDANCE WITH THESE PLANS AND APPLICABLE CODES AND LAWS. IF THERE IS ANY QUESTION REGARDING THESE PLANS OR FIELD STAKES.THE CONTRACTOR SHALL REQUEST AN INTERPRETATION BEFORE DOING ANY WORK BYCONTACTING THE ENGINEER OF WORK. 28. IN CASE OF AN EMERGENCY, THE CONTRACTOR SHALL CONTACT THE OWNER/DEVELOPER AT (719) 339-9011 (24 HOUR EMERGENCY NUMBER).©SEAL:Denver, Colorado P: 720.502.4667 | F: 303.974.1734www.CrimsonEngineering.com ECrimson Engineering Associates, Inc.ENGINEERING DEPARTMENT FRANCIS RESIDENCE CDP 2017-0043 (DEV2017 - 0139) - FRANCIS RESIDENCE PLANNING DIVISION APPROVED DATE ENGINEERING DIVISION DATE THIS IS THE APPROVED TENTATIVE MAP/SITE PLAN FOR PROJECT NO.___________ PER CONDITION NO.________ OF PLANNING COMMISION RESOLUTION NO._________ CONTRACTOR'S NOTES: 1. 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 BEMADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, ANDCONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD CITY OF CARLSBADHARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCEOF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF CITY OF CARLSBAD PROFESSIONAL. 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO COMMENCING CONSTRUCTION.THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. 3/31/18 11/01/17 365' 370' 360' 365' 370' 365' 360' 370' TR 6'SETBACK9'-3 1/2"SETBACK18'-7" SETBACK 20' SETBACK 20' EASEMENTTRITON STREET40'ROADWAY 30' C/L TO P.L. PARCEL 1 PM 20880 (N) SINGLE FAMILY RESIDENCE EXISTING GRADE ELEVATION = 369.5' FINISHED GRADE ELEVATION = 369.5' (E) SINGLE FAMILY RESIDENCEAPN 218-070-40PARCEL 2 PM 19411 (E) SINGLE FAMILY RESIDENCE APN 218-070-42 PARCEL 4 PM 19411 5' (E) PARKWAY 5' (E) SIDEWALK APN 215-070-52PARCEL 2 PM 20880OWNER:SAN DIEGO DESIGN AND DEVELOPMENT538 FRONT STREET, EL CAJON, CA 92020 (E) PAD ELEVATION = 362.5' P.L. N01°28'29"W L = 90.27'P.L. N86°58'37"WL = 92.77'P.L. N01°28'21"W L = 130.148' P.L. N03°44'27"E L = 19.68'P.L. N80°20'56"EL = 111.76'P.L. N01°28'29"W L = 174.82'P.L. N86°58'37"WL = 92.71'(N) RETAINING WALL (81 L.F.), SEE DETAIL 1/5 EXISTING DRIVEWAY DRIVEWAY & FRONTENTRANCE WALKWAY (IMPERVIOUS SURFACE)SLOPE AWAY 2% MIN. EL. 360.0' EL. 371.0'EL. 371.7' EL. 371.0' EL. 365.9' EL. 360.0' EL. 368.0'20' UTILITYEASEMENTEXISTING RETAINING WALL EXISTING RETAINING WALL INDICATES PATH OF DRAINAGE (PROPOSED SWALE & BERM AS NEEDED APPROX. 226 L.F.) SLAB ON GRADE (IMPERVIOUS SURFACE) CONCRETE PATIO (IMPERVIOUS SURFACE)SLOPE AWAY 2% MIN. CONCRETE WALKWAY (IMPERVIOUS SURFACE)SLOPE AWAY 2% MIN. PERVIOUS SURFACE, TYP., UNO STAIR OVERHANG ROOF EAVEOVERHANG, TYP. WINDOW OVERHANG (E) SINGLE FAMILY RESIDENCE LOCATED ±125' FROM PARCEL 1 PM 20880 P.L.APN 218-070-41PARCEL 3 PM 19411 1 2 4 5 6 7 EL. 360.1'SSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWW W (E) DRIVEWAYTO REMAIN= 14'-9"MM12+0011+00STA 11+55EX. WMSTA 11+58EX. WMSTA 11+61EX. F.H.EX 8" PVCSEWER @ 9.78%EX 8" PVC WATERSTORM DRAIN OUTLET & CLEANOUT 27'2.9%MIN. 2%TYP.MIN. 5%TYP.MIN. 5% TYP. MIN. 5% TYP.MIN. 5%TYP.MIN. 2%TYP.MIN. 2%TYP.MMSTA 12+23.67EX. 4" SWR. LAT.(PARCEL 1)STA 12+55EX. 4" SWR. LAT.(PARCEL 2)STA 12+42.67EX. WM (PARCEL 1)STA 12+45EX. WM (PARCEL 2)(E) SINGLE FAMILY RESIDENCELOCATED ±44' FROM PARCEL 1 PM 20880 P.L.APN 215-070-08 EL. 369.5' EL. 369.73' EL. 369.5' EL. 369.28' EL. 369.28' EL. 369.22' EL. 369.08' EL. 369.76' B.O. SWALE EL. 370' B.O. SWALEEL. 369.3' B.O. SWALE EL. 367.25' B.O. SWALEEL. 367' 3.2% A5 B.O. SWALE EL. 368.6' B5 C5 D5 S W 1" WTR4" SWR(N) DRIVEWAYTO BE ADDED= 3'-4"MAX. ALLOWABLEDRIVEWAY WIDTH= 30'STEP RETAINING WALL TO MATCH SLOPE OF GRADE TOW EL. 364.67' BOW EL. 359.33 TOW EL. 362.67'BOW EL. 359.33 (N) RETAINING WALL NOT TO EXCEED 42" AT FRONT SETBACK 370'365'365'INDICATES (E) TOPOGRAPHY LINES INDICATES (N) GRADINGCONTOUR LINES,OFFSITE GRADING PER GENERALNOTE 5, THIS SHEET NSCALE: 1" = 10'5' 10'20'0' OVERALL SITE PLAN & PLOT PLAN ©SEAL:Denver, Colorado P: 720.502.4667 | F: 303.974.1734www.CrimsonEngineering.com ECrimson Engineering Associates, Inc.ENGINEERING DEPARTMENT FRANCIS RESIDENCE CDP 2017-0043 (DEV2017 - 0139) - FRANCIS RESIDENCE PLANNING DIVISION APPROVED DATE ENGINEERING DIVISION DATE THIS IS THE APPROVED TENTATIVE MAP/SITE PLAN FOR PROJECT NO.___________ PER CONDITION NO.________ OF PLANNING COMMISION RESOLUTION NO._________ GENERAL NOTES: 1. AVERAGE LOT SLOPE WITHIN THE BUILDING ENVELOPE IS LESS THAN 10% 2. ALL PROPERTY LINES, EASEMENTS AND BUILDING, BOTH EXISTING AND PROPOSED, ARE SHOWN ON THIS SITE PLAN 3. ALL DRAINAGE SHALL BE DIRECTED A MINIMUM OF 5 FEET AWAY FROM STRUCTURES, TYPICAL. 4. OUTDOOR LIGHTING SHALL BE HIGH EFFICACY LUMINAIRES OR SHALL BE CONTROLLED BY A PHOTO CONTROLLED OR MOTION SENSOR 5. GRADING PERMITTED ONTO PARCEL 2 OF PARCEL MAP 20880 PER GRADING RECIPROCAL GRADING AUTHORIZATION LETTER.6. SUSMP PROJECT PRIORITY DOES NOT MEET PDP REQUIREMENTS AND MUST ONLY COMPLY WITH STANDARD STORMWATER REQUIREMENTS PER CITY OF CARLSBAD SUSMP.7. SITE DRAINAGE WILL BE IN ACCORDANCE WITH THE DRAINAGE, EROSIONCONTROL, GUTTER AND DOWNSPOUTS, AND SURFACE WATER SECTIONSFOUND IN PAGES 46 AND 47 OF GEOSOILS REPORT DATED JUNE 9, 2017.PURSUANT TO THAT REPORT, BUILDING PAD DRAINAGE WILL BE DIRECTEDTOWARDS THE STREET OR OTHER APPROVED AREAS, DOWNSPOUTS WILL BEDRAINED INTO PVC COLLECTORS OR OTHER NON-EROSIVE DEVICES, AND YARD DRAINS OR OTHER DEVICES WILL BE USED TO CONTROL FLOWS SO THAT WATER DOES NOT POOL, FLOW UNCONTROLLED DOWN ANY DESCENDING SLOPES, OR OVERTOP THE RETAINING WALL. 8. REQUIRES APPROVAL OF CDP 2017-0043 (DEV 2017-0139) AND COMPLIANCE WITH THOSE CONDITIONS OF APPROVAL EASEMENT NOTES: INDICATES EASEMENT GRANTED TO MARK D. FRANCIS, FOR VIEW AND LIGHT AND INCIDENTAL PURPOSES RECORDED SEPTEMBER 20, 2016 AS INSTRUMENT 2016-0494826, O.R. INDICATES COVENANT FOR EASEMENT FOR PRIVATE SEWER LATERAL PURPOSES, PR 03-79 RECORDED JANUARY 23, 2004 AS INSTRUMENT 2004-0052213 INDICATES EASEMENT GRANTED TO SAN DIEGO GAS AND ELECTRIC COMPANY, FOR PUBLIC UTILITIES, INGRESS AND EGRESS PURPOSES PER INSTRUMENT RECORDED MARCH 29, 2004 AS FILE NO. 2004-0257426, O.R. NON-PLOTTABLE INDICATES EASEMENT GRANTED TO PARCEL 4 OF PARCEL MAP 19411 FOR MAINTAINING VIEW PURPOSES PER INSTRUMENT RECORDED SEPTEMBER 18, 2007 AS FILE NO. 2007-061134, O.R.INDICATES COVENANT FOR EASEMENT FOR DRAINAGE PURPOSES, PR 03-78RECORDED JANUARY 23, 2004 AS INSTRUMENT 2004-0052212INDICATES EASEMENT FOR INGRESS AND EGRESS PURPOSES RECORDED APRIL 28,2004 AS INSTRUMENT 2004-0377895, O.R. INDICATES AN EASEMENT FOR INGRESS AND EGRESS OVER THAT PORTION OF PARCEL 3 OF PARCEL MAP NO. 19411, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, JANUARY 23, 2004 SHOWN AND DELINEATED ON SAID MAP AS INGRESS-EGRESS EASEMENT TO THE CITY OF CARLSBAD AND AS GRANTED BY DEED RECORDED APRIL 28, 2004, AS INSTRUMENT 2004-0377895, O.R. 4 3 2 1 5 6 7 3/31/18 11/01/17 ELEV. 370' ELEV. 360' ELEV. 360' ELEV. 370' SOUTH PL NORTH PL NORTH PL SOUTH PL PROPOSED GRADING AREA: ±99'-8"EXISTING GRADING PROPOSED GRADING AREA: ±98'EXISTING GRADING EXISTING GRADING 50'-4" PROPOSED SINGLE FAMILY RESIDENCE PAD EL. = 369.5'PROPOSED CONCRETE PATIO PROPOSED CONCRETE WALKWAY PROPOSED FINISH GRADE PROPOSED FINISH GRADEELEV. 375' ELEV. 365' ELEV. 365' ELEV. 375' EXISTING GRADING INDICATES EXISTING GRADE PROPOSED SWALE & BERM INDICATES EXISTING GRADE VACANT LOT, APN 215-070-52,PARCEL 2 PM 20880PAD EL. ±362.5'30' TO C/L OF TRITON WAY VACANT LOT, APN 215-070-52,PARCEL 2 PM 20880 PAD EL. ±362.5'30' TO C/L OF TRITON WAY B.O. WALL EL. 359'-4" ELEV. 360' ELEV. 365' 2:1 1'2"3"4"Ø PVC PERF. DRAIN PIPE MIRAFI 14 0N FILTER FABRIC 34" TO 1 12" CRUSHED GRAVEL 2"Ø WEEP HOLES 5'-4"MAX. HEIGHT7' MIN. TO DAYLIGHT @ 12.5% MIN. GRADE T.O. WALL EL. 364'-8" (HIGH) EL. 362'-8" (LOW) (E) GRAVEL DRIVEWAY 6"1'WEST PL 8x8x16 SPLIT-FACE CMU WALL (NATURAL, PADRE, OR BUFF COLOR) PRODUCED BY RCP BLOCKS & BRICKS ELEV. 370' ELEV. 360' ELEV. 370' ELEV. 360' WEST PL EAST PL WEST PL EAST PL PROPOSED GRADING AREA: ±91'-212"EXISTING GRADING EXISTING GRADING PROPOSED GRADING AREA: ±92'-512"EXISTING GRADING EXISTING GRADING 2:1 PROPOSED 4' HIGH RETAINING WALL EXISTING RETAINING WALL EXISTING DRIVEWAY PROPOSED SWALE PROPOSED CONCRETE DRIVEWAY PROPOSED FINISH GRADE PROPOSED FINISH GRADE PROPOSED RETAINING WALL (STEPPED AT NORTH END TO MATCH (N) GRADING) ±40' TO ADJACENT STRUCTURE PAD EL. ±350.5' ±43' TO ADJACENT STRUCTURE PAD EL. ±375.5' ±40' TO ADJACENT STRUCTUREPAD EL. ±350.5'±43' TO ADJACENT STRUCTUREPAD EL. ±375.5' ELEV. 375' ELEV. 365' ELEV. 375' ELEV. 365' INDICATES EXISTING GRADE INDICATES EXISTING GRADE PROPOSED SWALE & BERM PROPOSED SWALE ©SEAL:Denver, Colorado P: 720.502.4667 | F: 303.974.1734www.CrimsonEngineering.com ECrimson Engineering Associates, Inc.ENGINEERING DEPARTMENT FRANCIS RESIDENCE CDP 2017-0043 (DEV2017 - 0139) - FRANCIS RESIDENCE PLANNING DIVISION APPROVED DATE ENGINEERING DIVISION DATE THIS IS THE APPROVED TENTATIVE MAP/SITE PLAN FOR PROJECT NO.___________ PER CONDITION NO.________ OF PLANNING COMMISION RESOLUTION NO._________ SCALE: 332" = 1'-0" 6'0'12'24' NORTH-SOUTH SECTIONA SCALE: 332" = 1'-0" 6'0'12'24' NORTH-SOUTH SECTIONB SCALE: 332" = 1'-0" 6'0'12'24' WEST-EAST SECTION (NORTH YARD AND DRIVEWAY)C SCALE: 12" = 1'-0"1' 2'4'0' RETAINING WALL DETAIL1 SCALE: 332" = 1'-0" 6'0'12'24' WEST-EAST SECTION (SOUTH YARD)D 3/31/18 11/01/17 STORM WATER POLLUTION PREVENTION NOTES APN : TIER 2 CITY STORM WATER POLLUTION PREVENTION PLAN (TIER 2 SWPPP) AREA OF DISTURBANCE CONSTRUCTION THREAT: OWNER/APPLICANT: SITE ADDRESS: EMERGENCY CONTACT : 21ENGINEERING DEPARTMENT PROJECT NAME: SHEET INDEX: TIER 2 OWNER'S CERTIFICATION: WEATHER TRIGGERED ACTION PLAN VICINITY MAP SW - LEGEND TITLE SHEET CASQA Designation Construction Activity (BMP) Description Best Management Practice* Erosion Control Sediment Control BMPsBMPs Tracking Control BMPs Non-Storm Water Management BMPs Waste Management and Materials Pollution Control BMPs BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE 215-070-51-00 1585 TRITON STREETCARLSBAD, CA 92011 MARK FRANCIS 3385 BLODGETT DR., C. SPRINGS, CO 80919 (719) 339-9011 8,344 FRANCIS RESIDENCE 85185 3-31-18 ADAM C. BROWN P.E. 12211 W. ALAMEDA PKWY., SUITE 100 LAKEWOOD, CO 80228 720-502-4667 MARK FRANCIS 3385 BLODGETT DR., C. SPRINGS, CO 80919 (719) 339-9011 3/31/18 11/01/17 11/1/17 365'365' 370' 365' 370' 360'365'370' 365' 360' 370' TR TRITON STREETPARCEL 1 PM 20880 (N) SINGLE FAMILY RESIDENCE APN 215-070-51-00 (E) SINGLE FAMILY RESIDENCEAPN 218-070-40PARCEL 2 PM 19411 (E) SINGLE FAMILY RESIDENCE APN 218-070-42PARCEL 4 PM 19411 PARCEL 2 PM 20880 (E) PAD ELEVATION = 362.5' P.L. N01°28'29"W L = 90.27'P.L. N86°58'37"WL = 92.77'P.L. N01°28'21"W L = 130.148' P.L. N03°44'27"E L = 19.68'P.L. N80°20'56"EL = 111.76'P.L. N01°28'29"W L = 174.82'P.L. N86°58'37"WL = 92.71'(N) 4' TALL RETAINING WALL (81 L.F.) EXISTING DRIVEWAY EXISTING RETAINING WALL EXISTING RETAINING WALL APN 218-070-41PARCEL 3 PM 19411 SE-8 SE-1 SE-1 SE-1 EC-7 EC-7 EC-7 WM-1 WM-2 WM-5 WM-8 TIER 2 CITY STORM WATER POLLUTION PREVENTION PLAN (TIER 2 SWPPP) 22ENGINEERING DEPARTMENT PROJECT NAME: TIER 2 TITLE SHEET FRANCIS RESIDENCEN SCALE: 1" = 10' 5'10'20'0' OVERALL STORM WATER POLLUTION PREVENTION PLAN 85185 3-31-18 ADAM C. BROWN P.E. 12211 W. ALAMEDA PKWY., SUITE 100 LAKEWOOD, CO 80228 720-502-4667 3/31/18 11/01/17 11/1/17 GENERAL NOTES: 1. "CEA" SHALL REFER TO CRIMSON ENGINEERING ASSOCIATES, INC. 2. "OWNER" SHALL REFER TO MARK FRANCIS. 3. "OTHERS" SHALL REFER TO THE GENERAL CONTRACTOR OR RESPONSIBLE PARTY FOR THE PROJECT. GENERAL CONTRACTOR HAS NOT BEEN SELECTED AT THIS TIME. 4. ANY OVERALL PROJECT DETAILS NOT SPECIFIED IN THIS DRAWING SET ARE NOT THE RESPONSIBILITY OF CEA. 5. A SET OF THE LATEST PLANS SHALL BE ON SITE DURING CONSTRUCTION. 6. DIMENSIONED OR CALLED-OUT MEASUREMENTS SHALL BE USED IN LIEU OF SCALED MEASUREMENTS. 7. THE DESIGN HEREIN IS VALID ONLY FOR THE PROJECT, LOCATION AND PHASE LISTED AND SHALL NOT BE RE-CREATED FOR ANY OTHER SITUATIONS. 8. IF ANY DISCREPANCIES THAT IMPACT CONSTRUCTION ARE OBSERVED BETWEEN THIS DRAWING SET AND FIELD CONDITIONS, CONTRACTOR SHALL STOP WORK AND CONTACT CEA WITH THE DISCREPANCY. LOCATION MAP PROJECTSITE U.N.O.......MIN..............................................MAX.............................................TYP...................................................SIM....................................................DBL....................................................(E)..................................................(N)............................................................O.C...............................................C/C........................... T.O., T/.............................................BOT................................................. B.O., B/.....................................SOG....................................T&B.....................................ALUM.......................................... M.E. ................................. T.R. ................................. CIP ...................................... PL ...................................................... L .............................ABV...................................................BTWN.........................................CLR..........................∅..................................................±........................................EQ..........................FND......................................LBS.................................................PSI...........PSF..........PLF............N.T.S..................................REQ'D........................................THK............................V.I.F................................EOR..................WM...................................F.H.................................... UNLESS NOTED OTHERWISEMINIMUMMAXIMUMTYPICALSIMILARDOUBLEEXISTINGNEW ON CENTERCENTER-TO-CENTER TOP OFBOTTOM BOTTOM OF SLAB ON GRADE TOP & BOTTOMALUMINUM MINIMUM EDGE THREADED RODCAST-IN-PLACE PLATE STRUCTURAL ANGLEABOVEBETWEENCLEAR/CLEARANCEDIAMETERPLUS-OR-MINUSEQUAL/EQUIVALENTFOUNDATIONPOUNDS POUNDS PER SQUARE INCH POUNDS PER SQUARE FOOT POUNDS PER LINEAR FOOT NOT TO SCALEREQUIREDTHICK/THICKNESS VERIFY IN FIELDENGINEER-OF-RECORD WATER METER FIRE HYDRANT SITE ADDRESS: LEGEND TABLE OF CONTENTS PROJECT INFORMATION OWNER: SHEET#DESCRIPTION1TITLE SHEET & GENERAL NOTES2GENERAL NOTES (CONT.)3 GENERAL NOTES (CONT.)4 OVERALL SITE PLAN & GRADING PLAN5SECTION VIEWS AND RETAINING WALL DETAIL 1585 TRITON STREET CARLSBAD, CA 92011 MARK FRANCIS 3385 BLODGETT DRIVE COLORADO SPRINGS, CO 80919 PHONE (OFFICE): (719) 265-6900 PHONE (CELL): (719) 339-9011 ASSESSOR'S PARCEL NUMBER: 215-070-51-00 LEGAL DESCRIPTION: PARCEL 1 OF PARCEL MAP NO.20880, SAN DIEGO COUNTY, CA SIZE: 8,344 SQ. FT. (.19 ACRES) CONTACT: MARK FRANCIS 3385 BLODGETT DRIVE COLORADO SPRINGS, CO 80919 PHONE (OFFICE): (719) 265-6900 PHONE (CELL): (719) 339-9011 WORK TO BE DONE: THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES AND PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON THESE PLANS. THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER: 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEERING STANDARDS 3. THIS SET OF PLANS. 4. CITY OF CARLSBAD MS 08-02/ CDP 08-06 APPROVAL FOR RHODES PROPERTY DATED MAY 08, 2009 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) 6. SOILS REPORTS AND RECOMMENDATIONS BY GEOSOILS, INC DATED JUNE 9, 2017 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY CITY OF CARLSBAD STANDARDS 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DATED TBD 9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED N/A 10. THE CALIFORNIA STORM WATER QUALITY ASSOCIATION (CASQUA), STORM WATER BEST MANAGEMENT PRACTICE, CONSTRUCTION HANDBOOK AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CONSTRUCTION SITE BEST MANAGEMENT PRACTICES (BMP) MANUAL. REFERENCE DRAWINGS: DWG. NOS. 410-6, 410-6A, 387-1, 387-1A PARCEL MAP NO. 19411 BASIS OF BEARINGS: THE BASIS OF BEARING FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM-1983, ZONE VI, 1991.35 EPOCH, NORTH AMERICAN DATUM OF 1983 (NAD 83), GRID BEARINGS BETWEEN STATION ECR 0009 AND STATION ECR 0011 AS SAID COORDINATES ARE PUBLISHED IN THE CITY OF CARLSBAD SURVEY CONTROL NETWORK ESTABLISHED BY RECORD OF SURVEY NO. 17271, FILED IN THE OFFICE OF THE SAN DIEGO COUNTY RECORDER ON FEB. 8, 2002 IE: NORTH 30°48'30" WEST BENCHMARK: DESCRIPTION: OC-0179 DISC SET IN WEST END OF SOUTH HEADWALL OF 24" RCPLOCATION: 0.4 MILES EAST OF INTERSECTION OF LA COSTA AVE. AND SAXONY ROAD RECORDS FROM: COUNTY OF SAN DIEGO, DEPT. OF PUBLIC WORKS: REPORT SV0106-01, 10-15-85 ELEVATION: 13.87 M.S.L. DATUM: N.G.V.D. 29 EARTHWORK QUANTITIES: CUT = 35 CY FILL = 380 CYIMPORT = 345 CY GRADING QUANTITIES SHOWN HEREON ARE FOR PERMITTING PURPOSES ONLY ANDSHALL NOT BE USED FOR PAY QUANTITIES. CONTRACTOR SHALL PERFORM INDEPENDENTTAKE OFF, CONSIDERING FINAL PAVEMENT SECTIONS AND UNDERCUTS. TOTAL LOT AREA INFORMATION: MAIN LEVEL FINISHED AREA = 1,795 S.F. UPPER LEVEL FINISHED AREA = 1,997 S.F. GARAGE AREA = 664 S.F. UPPER LEVEL DECK AREA = 311 S.F. ROOF DECK AREA = 363 S.F. TOTAL LOT AREA = 8,344 S.F. (.19 ACRES) TOTAL LOT COVERAGE = 3,101 S.F. TOTAL LOT OPEN AREA = 4,576 S.F. % TOTAL LOT COVERAGE = 37.2 % % OPEN TOTAL LOT = 62.8 % FLOOR AREA RATIO (F.A.R.) = .57 ALLOWABLE TOTAL COVERED AREA = (40%) x AREA TOTAL LOT = 3,338 S.F.©SEAL:Denver, Colorado P: 720.502.4667 | F: 303.974.1734www.CrimsonEngineering.com ECrimson Engineering Associates, Inc.ENGINEERING DEPARTMENT FRANCIS RESIDENCE CDP 2017-0043 (DEV2017 - 0139) - FRANCIS RESIDENCE PLANNING DIVISION APPROVED DATE ENGINEERING DIVISION DATE THIS IS THE APPROVED TENTATIVE MAP/SITE PLAN FOR PROJECT NO.___________ PER CONDITION NO.________ OF PLANNING COMMISION RESOLUTION NO._________ SCOPE OF WORK: CONSTRUCTION OF A NEW 3,792 SQ. FT., (4) BEDROOM, (4.5) BATH TWO-STORY HOME PLUS A 664 SQ. FT. (3) CAR GARAGE AND A ROOF DECK ON AN 8,344 SQ. FT. VACANT LOT SW OF THE INTERSECTION OF BLACK RAIL ROAD AND POINSETTA LANE APPLICABLE CODES: THIS PROJECT IS TO CONFORM TO THE FOLLOWING CODES: 1. CURRENT 2016 CALIFORNIA RESIDENTIAL CODE WHICH ADOPTS THE MOST RECENT INTERNATIONAL RESIDENTIAL CODE. 2. THE CURRENT 2016 CALIFORNIA GREEN BUILDING CODE. 3. THE 2016 CALIFORNIA BUILDING CODE WHICH ADOPTS THE MOST CURRENT INTERNATIONAL BUILDING CODE. 4. THE 2016 CALIFORNIA ELECTRICAL CODE (BASED ON THE MOST RECENT NEC). 5. THE 2016 CALIFORNIA PLUMBING CODE (BASED ON THE MOST RECENT UPC BY IAPMO). 6. THE 2016 CALIFORNIA MECHANICAL CODE (BASED ON THE MOST RECENT UMC BY IAPMO). 7. THE MOST CURRENT CARLSBAD FIRE CODE (BASED ON THE MOST RECENT IFC). IMPORTANT NOTICE: SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BEVALID. FOR YOU DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICEALERT AT: TOLL FREE 1-800-422-4133 TWO WORKING DAYS BEFORE YOU DIG SOURCE OF TOPOGRAPHY: TOPOGRAPHY SHOWN ON THESE PLANS SURVEYED AND VERIFIED BY OMEGAENGINEERING CONSULTANTS INC. MARCH 2010 TOPOGRAPHY SHOWN ON THESE PLANS VERIFIED BY CRIMSON ENGINEERINGASSOCIATES, INC. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS GENERAL INFORMATION: LOT ZONING: R-1-Q (ONE-FAMILY RESIDENTIAL WITH A QUALIFIED DEVELOPMENT OVERLAY) LAND USE DESIGNATION: RLM (RESIDENTIAL, LOW-MEDIUM DENSITY), 0-4 UNITS/AC., GROWTH MANAGEMENT CONTROL POINT OF 3.2 UNITS/AC. PROPERTY LOCATION: LOCATED WITHIN THE COASTAL ZONE, MELLO II SEGMENT OF THE LOCAL COASTAL PROGRAM (LCP), ZONE 20 SPECIFIC PLAN (PLANNING AREA E) PROJECTSITE M W W S SEXISTING SEWER EXISTING WATER EXISTING FIRE HYDRANT EXISTING WATER METER 3/31/18 11/01/17 ©SEAL:Denver, Colorado P: 720.502.4667 | F: 303.974.1734www.CrimsonEngineering.com ECrimson Engineering Associates, Inc.ENGINEERING DEPARTMENT FRANCIS RESIDENCE CDP 2017-0043 (DEV2017 - 0139) - FRANCIS RESIDENCE PLANNING DIVISION APPROVED DATE ENGINEERING DIVISION DATE THIS IS THE APPROVED TENTATIVE MAP/SITE PLAN FOR PROJECT NO.___________ PER CONDITION NO.________ OF PLANNING COMMISION RESOLUTION NO._________ STORMWATER QUALITY NOTESCONSTRUCTION BMP'S THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF THE STATE OF CALIFORNIA REGIONAL WATERQUALITY CONTROL BOARD, SAN DIEGO REGION, ORDER NUMBER CA2010875 (HTTP://WWW.SWRCB.CA.GOV/RQQC89/PROGRAM WATER.HTML)AND THE CITY OF SAN DIEGO LAND DEVELOPMENT CODE (HTTP://CLERKDOC.SANNET.GOV/RIGHTSITE/GETCONTENT/LOCAL.PDF?DMW_OBJECTID=09001458008CCR3) NOTES 1-6 BELOW REPRESENT MINIMUM REQUIREMENTS FOR CONSTRUCTION BMPS: 1. SUFFICIENT BMP'S MUST BE INSTALLED TO PREVENT SILT, MUD, OR OTHER CONSTRUCTION DEBRIS FROM BEING TRACKED INTO THE ADJACENT STREETS OR STORMWATER CONVEYANCE SYSTEMS DUE TO CONSTRUCTION VEHICLES OR OTHER CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING ANY SUCH DEBRIS THAT MAY BE IN THE STREET AT THE END OF EACH WORK DAY OR AFTER A STORM EVENT THAT CAUSES ANY BREACH IN THE INSTALLED CONSTRUCTION BMPS. 2. ALL STOCKPILES OF UNCOMPACTED SOIL AND/OR BUILDING MATERIALS THAT ARE INTENDED TO BELEFT UNPROTECTED FOR A PERIOD GREATER THAN 7 CALENDAR DAYS ARE TO BE PROVIDED WITHEROSION AND SEDIMENT CONTROLS. SUCH SOIL MUST BE PROTECTED EACH DAY WHEN THE PROBABILITY OF RAIN IS 40% OR GREATER. 3. A CONCRETE WASHOUT SHALL BE PROVIDED ON ALL PROJECTS WHICH PROPOSE THE CONSTRUCTION OF ANY CONCRETE IMPROVEMENTS THAT ARE TO BE POURED IN PLACE ON THE SITE. 4. ALL EROSION/SEDIMENT CONTROL DEVICES SHALL BE MAINTAINED IN WORKING ORDER AT ALL TIMES. 5. ALL SLOPES THAT ARE CREATED OR DISTURBED BY CONSTRUCTION ACTIVITY MUST BE PROTECTED AGAINST EROSION AND SEDIMENT TRANSPORT AT ALL TIMES. 6. THE STORAGE OF ALL CONSTRUCTION MATERIALS AND EQUIPMENT MUST BE PROTECTED AGAINSTANY POTENTIAL RELEASE OF POLLUTANTS INTO THE ENVIRONMENT. DEFERRED SUBMITTALS WHEN THE SUBMITTAL OF FIRE SPRINKLER PLANS WILL BE DEFERRED STATE “THE SUBMITTAL OFRESIDENTIAL FIRE SPRINKLER PLANS REQUIRED BY THE CALIFORNIA RESIDENTIAL CODE SECTIONR313 HAS BEEN DEFERRED.” OTHERWISE, PROVIDE PLANS AND CALCULATIONS FOR THE RESIDENTIALFIRE SPRINKLER SYSTEM DESIGNED IN ACCORDANCE WITH THE CRC, SECTION R313.E OR NFPA 13-D STANDARDS. WHEN THE SUBMITTAL OF THE SPRINKLER PLANS WILL BE DEFERRED, TO AVOID DELAYS IN CONSTRUCTION, FIRE SPRINKLER PLANS SHALL BE SUBMITTED NO LESS THAN 30 CALENDAR DAYS PRIOR TO INSTALLATION OR PRIOR TO REQUESTING A FOUNDATION INSPECTION. WHEN THE SUBMITTAL OF FIRE SPRINKLER PLANS IS DEFERRED, A FRAMING/ROUGH INSPECTION SHALL NOT BE REQUESTED PRIOR TO APPROVAL OF THE FIRE SPRINKLER PLANS. OWNER'S CERTIFICATESTANDARD SINGLE FAMILY RESIDENTIAL PROJECTFOR POST CONSTRUCTION BMP'S I, AS THE OWNER OF THE PROPERTY DESCRIBED AS: PARCEL 1, OF PARCEL MAP NUMBER 20880, KNOWN AS 1585 TRITON STREET, CARLSBAD, CA 92011,UNDERSTAND THAT IN ACCORDANCE WITH THE SAN DIEGO MUNICIPAL CODE, LAND DEVELOPMENTMANUAL - STORMWATER STANDARDS, THIS PROJECT IS REQUIRED TO “IDENTIFY POLLUTANTS FROM THE PROJECT AREA” AND INCORPORATE “SITE DESIGN” AND “SOURCE CONTROL” BMPS. I CERTIFY TO THE BEST OF MY KNOWLEDGE, POLLUTANTS ANTICIPATED BY THE PROPOSED LAND USE ARE AS FOLLOWS: SEDIMENT NUTRIENTS TRASH AND DEBRIS OXYGEN DEMANDING SUBSTANCESOIL AND GREASEBACTERIA AND VIRUSESPESTICIDES I WILL INCORPORATE THE FOLLOWING INTO THE SITE DESIGN:*MAINTENANCE OF PRE-DEVELOPMENT RUNOFF CHARACTERISTICS *MINIMIZATION OF IMPERVIOUS FOOTPRINT BY CONSTRUCTING WALKWAYS, PATIOS, AND DRIVEWAYS WITH PERMEABLE SURFACES *CONSERVATION OF ANY NATURAL AREA *NATURAL DRAINAGE SYSTEMS AS OPPOSED TO LINED SWALES OR UNDERGROUND DRAINAGE SYSTEMS *ROOFTOPS, WALKWAYS, PATIOS AND DRIVEWAYS THAT DRAIN INTO ADJACENT LANDSCAPING PRIOR TO DISCHARGING TO THE PUBLIC DRAINAGE SYSTEM *PRESERVATION OF EXISTING NATIVE TREES AND SHRUBS*PROTECTION OF ALL SLOPES FROM EROSION ADDITIONALLY I WILL*MINIMIZE THE USE OF PESTICIDES*USE EFFICIENT IRRIGATION SYSTEMS AND LANDSCAPING DESIGNS INCORPORATING RAIN SHUT-OFFDEVICES AND FLOW REDUCERS I WILL MAINTAIN THE ABOVE STANDARD PERMANENT BMP'S IN PERPETUITY MARK D. FRANCIS _______________________________________________ DATE ______________________ "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISEDRESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESSAND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBADDOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: CRIMSON ENGINEERING ASSOCIATES, INC. ADDRESS: 1211 W. ALAMEDA PKWY., SUITE 107 CITY, STATE: LAKEWOOD, CO TELEPHONE: (720) 502-4667 BY: ______________________________________________ DATE: _______________________ (NAME OF ENGINEER) R.C.E. NO.: 85185 REGISTRATION EXPIRATION DATE: 3-31-18 SOILS ENGINEER'S CERTIFICATE I, _______________________________________________, A REGISTERED (CIVIL/GEOTECHNICAL) ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILSMECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENTWITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OF ___________________________, 20___ AND ___________________________, 20___. TWO COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. SIGNED: ____________________________________________ G.E./P.E. NO.: ________________________________________ DATE: ______________________________________________ LICENSE EXPIRATION DATE: _____________________________ OWNER'S CERTIFICATE I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THIS SITE. IF THIS PROJECT/DEVELOPMENT IS SUBJECT TO A STATE-REGULATED SWPPP, I (WE) ALSO AGREE A QUALIFIED SWPPP PRACTITIONER (QSP) HAS BEEN OR WILL BE RETAINED TO SUPERVISEIMPLEMENTATION OF THE SWPPP IN ACCORDANCE WITH THE CALIFORNIA CONSTRUCTION ORDER AND MUNICIPAL PERMIT, LATEST VERSION. ____________________________________________________________________________________ (PRINT NAME BELOW LINE)DATE 3/31/18 11/01/17 11/1/2017 GENERAL GRADING NOTES: 1. NOTES BELOW TO BE USED IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL CODE. 2. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. 3. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 4. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 5. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO THE PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACHOCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVEA RATING OF 'A-' OR BETTER AND A SIZE CATEGORY OF CLASS V OR BETTER AS ESTIMATED BY 'BESTS' KEY RATING GUIDE. 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THECITY AND OTHER APPROPRIATE AGENCIES. 7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK ORGRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEENOBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THECITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OFPLANS AND THE TITLE SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BYTHE CITY ENGINEER. 10. ORIGINAL DRAWINGS SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO THE FINAL ACCEPTANCE OF THE WORK BY THE CITY. 11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALLBE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLYDOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BESUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF THECOMPLETION OF FIELD TESTS. 13. A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION REGARDING ADHERENCETO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THEISSUANCE OF THE BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDERTHE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND THE “EARTHWORK SPECIFICATIONS” ATTACHED TO THE PRELIMINARY SOILS INVESTIGATION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14.A PRECONSTRUCTION MEETING SHALL BE HELD AT THE SITE PRIOR TO THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL REQUEST A PRECONSTRUCTION MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR WILL THEN BE CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DATE AND TIME FOR THE PRECONSTRUCTION MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO THE SCHEDULING. THE GRADING PERMIT WILL BE APPROVED BY THE PROJECT INSPECTOR AT THE MEETING. 15.ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M. ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8 CALIFORNIA ADMINISTRATIVE CODE. THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 21.ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITYENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 23. BRUSH SHALL BE REMOVED ONLY WITHIN THE ARE TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIFICALLY NOTED ON THE PLAN. 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A MINIMUM ONE PERCENT SLOPE. 25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. 27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ONTHE APPROVED GRADING PLANS. 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THECITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND IRRIGATION PLANS AND IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK INACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. 30. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM D-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED PROVIDEDDEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH ¾” ROCK PER SAN DIEGO REGIONALSTANDARD DRAWINGS S-4 TYPE “C” AND PIPE MEETS ASTM STANDARD 3034 FORSDR 35 SOLID WALL PIPE. 31. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADINGOPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREASAND REPLACED WITH PROPERLY COMPACTED SOLIDS. IN OTHER AREAS, THE PIPE WILL BEPLUNGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVE GROUND AND UNDER GROUND) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 33. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO (2) FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (800) 422-4133 SDG&E (858) 660-7343 AT&T (800)892-0123 TIME WARNER CABLE (760)438-7741 CITY OF CARLSBAD (STREETS & STORM DRAIN)(760)434-2980 *CARLSBAD MUNICIPAL WATER DISTRICT (SWR, WTR & RECL. WTR) (760)438-2722 *SAN DIEGUITO WATER DISTRICT (760)633-2650 *LEUCADIA WASTEWATER DISTRICT (760)753-0155 *VALLECITOS WATER DISTRICT (760)744-0460 *OLIVENHAIN WATER DISTRICT (760)753-6466 *BUENA SANITATION DISTRICT (760)725-1340 *AS APPROPRIATE 34. PERMIT COMPLIANCE REQUIREMENTS: A.FOR CONTROLLED GRADING- THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBESERVE AND CONTROL THE WORK IN PROGRESS {15.16.150A.8} CARLSBAD MUNICIPAL CODE. B.PRIOR TO FINAL APPROVAL OF A GRADING PERMIT- THE FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR {15.16.120A.9 &10} CARLSBAD MUNICIPAL CODE: a. FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL GRADING ISCOMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND IRRIGATION AREINSTALLED IN CONFORMANCE WITH CITY CODE AND THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT). b. AS-BUILT GRADING PLAN. c. REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF FIELD AND LABORATORY TEST. THE REPORT SHALLALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE GRADING WASDONE IN ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENDATIONSOUTLINED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTSTHERETO. d. REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. 35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) YEAR AFTER THECITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FORPLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. 36. THE SOILS REPORT TITLED 'GEOTECHNICAL UPDATE EVALUATION, PROPOSEDSINGLE-FAMILY RESIDENCE OFF OF TRITON STREET, CARLSBAD, SAN DIEGO COUNTY,CALIFORNIA, APN 215-070-39' AND PREPARED BY: GEOSOILS, INCORPERATEDW.O.7279-A-SC, DATED: JUNE 9, 2017, SHALL BE CONSIDERED A PART OF THE GRADINGPLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATION SPECIFICATIONS CONTAINED IN SAID SOILS REPORT. 37. IN ACCORDANCE WITH THE CITY SUSMP, ALL STORM DRAIN INLETS CONSTRUCTED BY THISPLAN SHALL INCLUDE 'STENCILS' TO PROHIBIT WASTE DISCHARGES DOWNSTREAM,STENCILS SHALL BE ADDED TO THE SATISFACTION OF THE CITY ENGINEER. SPECIAL NOTES: 1. THE FOLLOWING NOTES ARE NOT PROVIDED TO GIVE DIRECTIONS TO THE CONTRACTOR BY THE ENGINEER OF WORK. THE CITY ENGINEER'S SIGNATURE ON THESE PLANS DOES NOT CONSTITUTE APPROVAL OF ANY OF THESE NOTES, AND THE CITY WILL NOT BE RESPONSIBLE FOR THEIR ENFORCEMENT. 2. NEITHER THE OWNER NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 3. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF THE NEW WORK. 4. BEFORE EXCAVATING FOR THIS CONTRACT, VERIFY LOCATION OF UNDERGROUND UTILITIES. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS HAS BEEN OBTAINED FROM AVAILABLE RECORDS ONLY AND MAY NOT REFLECT ALL EXISTING UTILITIES. LOCATIONS OF ALL EXISTING UTILITIES SHALL BE CONFIRMED BY FIELD MEASUREMENTS. PRIOR TO CONSTRUCTION,CONTRACTOR OF WORK TO PERFORM EXPLORATORY EXCAVATIONS IN ORDER TO PROVIDESUFFICIENT TIME PRIOR TO CONSTRUCTION FOR ANY NECESSARY PERMIT REVISIONS. 5. CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITYLINES SHOWN HEREON AND ANY OTHER EXISTING LINES NOT OF RECORD OR SHOWN ONTHESE PLANS. 6. WHERE TRENCHES ARE ADJACENT TO FUTURE BUILDING SITES, SOILS REPORTS SHALL BE SUBMITTED TO THE ENGINEER OF WORK BY A QUALIFIED SOILS ENGINEER WHICH CERTIFY (AS DEFINED IN AND LIMITED IN SECTION 6735.5 OF THE BUSINESS AND PROFESSIONAL CODE OF CALIFORNIA) THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH THE ON-SITE EARTHWORK SPECIFICATIONS. 7. SAFETY FENCES SHALL BE PROVIDED BY THE CONTRACTOR WHERE REQUIRED BY THE CITY ENGINEER. 8. CONTRACTOR SHALL ADJUST EXISTING WATER VALVE COVERS, CLEANOUT COVERS ANDSEWER MANHOLE COVERS, ETC., TO GRADE WHERE NECESSARY. 9. THE BOTTOM OF ALL EXCAVATIONS SHALL BE OBSERVED BY A GEOTECHNICAL ENGINEER. 10. CONTRACTOR SHALL CONFIRM ALL EXISTING FACILITIES TO BE REMOVED/REPLACED/RELOCATED FOR INSTALLATION OF ALL PROPOSED IMPROVEMENTS. 11. CONTRACTOR TO REMOVE/REPLACE/RELOCATE ANY LANDSCAPING/HARDSCAPING WHICH CONFLICTS IN ANY WAY WITH THE INSTALLATION OR PROPER FUNCTIONING OF THE PROPOSED IMPROVEMENTS. 12. THE CONTRACTOR SHALL UNCOVER ALL UTILITIES THAT MAY BE JOINED, CROSSED, OR PARALLELED TO VERIFY BOTH HORIZONTAL AND VERTICAL LOCATION PRIOR TO ANY CONSTRUCTION. ANY CONFLICT OR DISCREPANCY SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO CONSTRUCTION. OTHERWISE THE CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR ANY ADDITIONAL CONSTRUCTION OR RELOCATION COSTS. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING, MAINTAINING, RELOCATING AND OR REMOVAL OF EXISTING UTILITIES. 14. THE CONTRACTOR SHALL REPLACE ALL DESTROYED OR DAMAGED SURFACE IMPROVEMENT WITH IMPROVEMENT EQUAL OR SUPERIOR. 15. CONTRACTOR SHALL POTHOLE ALL UNDERGROUND UTILITIES TO BE CONNECTED TO, CROSSED OR GRADED OVER PRIOR TO ANY CONSTRUCTION. 16. PRIOR TO ANY CONSTRUCTION THE CONTRACTOR IS TO COORDINATE PLANS WITH ALL OTHER DISCIPLINES AND NOTIFY ENGINEER OF WORK OF ANY DISCREPANCIES. 17. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO ACQUIRE AND ENFORCE ALL NECESSARY TRAFFIC CONTROL. PERMITS NEEDED TO SAFELY CONDUCT WORK IN THE PUBLIC RIGHT OF WAY. CONTRACTOR OR DEVELOPER/OWNER MUST COORDINATE ALL TRAFFIC CONTROL WITH THE AGENCY OF JURISDICTION. 18. ALL PROPOSED STORM DRAIN FACILITIES ARE PRIVATE UNLESS OTHERWISE NOTED. 19. LOCATION AND EVALUATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONESHALL BE CONFIRMED BY FIELD MEASUREMENTS BY THE CONTRACTOR PRIOR TOCONSTRUCTION OF NEW WORK. 20. CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINESSHOW HEREON AND ANY OTHER EXISTING LINES NOT OF RECORD OR NOT SHOWN ONTHESE PLANS. 21. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FORJOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT,INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALLAPPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THATTHE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ALL LIABILITY REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THE PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER AND ENGINEER. 22. CONTRACTOR SHALL CONSTRUCT AREA DRAINS ABOVE FINISHED GRATE ELEVATION AND ARE TO BE ADJUSTED TO MATCH FINISHED LANDSCAPE AND PROVIDE POSITIVE DRAINAGE, SHALL ANY DISCREPANCY ARISE THE CONTRACTOR IS TO NOTIFY THE ENGINEER OF WORK IMMEDIATELY. 23. CONTRACTOR SHALL MAKE ALL NECESSARY UNDERCUTS FOR SOIL AMENDMENTS, SODS ETC. TO ENSURE FINISH GRADE ARE ESTABLISHED AS INDICATED ON THESE PLANS. 24. CONTRACTOR SHALL EMPLOY INDIVIDUALS WHO ARE FAMILIAR WITH ALL CODES RELATEDTO THE VARIOUS AREAS OF WORK AND CONSTRUCT THE INTENT OF THESE PLANS TOMEET ALL LOCAL, STATE AND FEDERAL REQUIREMENTS. 25. DURING ACTIVE CONSTRUCTION, AREAS SHALL BE WATERED TO REDUCE FUGITIVE DUST. 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE QUANTITIES SHOWN HEREON AND BALANCE THE EARTHWORK ON SITE. IF DISCREPANCIES ARISE, THE ENGINEER OF WORK SHALL PROVIDE AREAS OF ADJUSTMENT TO THE CONTRACTOR OR CONTRACTOR SHALL IMPORT/EXPORT AS REQUIRED TO BALANCE THE SITE. WHERE TRENCHES ARE WITHIN EASEMENTS, STREETS OR 10' OF ANY BUILDING, SOILS REPORT SHALL ME SUBMITTED TO THE ENGINEER OF WORK BY A QUALIFIED SOILS ENGINEER WHICH INDICATES THAT THE TRENCH BACKFILL WAS COMPACTED UNDER THE OBSERVATION OF THE SOILS ENGINEER AND IN ACCORDANCE WITH THE EARTHWORKSPECIFICATIONS. 27. THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT ALL SLOPES, PADS, CURBS, INLETS AND SIDEWALLS ARE BUILT IN ACCORDANCE WITH THESE PLANS AND APPLICABLE CODES AND LAWS. IF THERE IS ANY QUESTION REGARDING THESE PLANS OR FIELD STAKES.THE CONTRACTOR SHALL REQUEST AN INTERPRETATION BEFORE DOING ANY WORK BYCONTACTING THE ENGINEER OF WORK. 28. IN CASE OF AN EMERGENCY, THE CONTRACTOR SHALL CONTACT THE OWNER/DEVELOPER AT (719) 339-9011 (24 HOUR EMERGENCY NUMBER).©SEAL:Denver, Colorado P: 720.502.4667 | F: 303.974.1734www.CrimsonEngineering.com ECrimson Engineering Associates, Inc.ENGINEERING DEPARTMENT FRANCIS RESIDENCE CDP 2017-0043 (DEV2017 - 0139) - FRANCIS RESIDENCE PLANNING DIVISION APPROVED DATE ENGINEERING DIVISION DATE THIS IS THE APPROVED TENTATIVE MAP/SITE PLAN FOR PROJECT NO.___________ PER CONDITION NO.________ OF PLANNING COMMISION RESOLUTION NO._________ CONTRACTOR'S NOTES: 1. 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 BEMADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, ANDCONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD CITY OF CARLSBADHARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCEOF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF CITY OF CARLSBAD PROFESSIONAL. 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO COMMENCING CONSTRUCTION.THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. 3/31/18 11/01/17 365' 370' 360' 365' 370' 365' 360' 370' TR 6'SETBACK9'-3 1/2"SETBACK18'-7" SETBACK 20' SETBACK 20' EASEMENTTRITON STREET40'ROADWAY 30' C/L TO P.L. PARCEL 1 PM 20880 (N) SINGLE FAMILY RESIDENCE EXISTING GRADE ELEVATION = 369.5' FINISHED GRADE ELEVATION = 369.5' (E) SINGLE FAMILY RESIDENCEAPN 218-070-40PARCEL 2 PM 19411 (E) SINGLE FAMILY RESIDENCE APN 218-070-42 PARCEL 4 PM 19411 5' (E) PARKWAY 5' (E) SIDEWALK APN 215-070-52PARCEL 2 PM 20880OWNER:SAN DIEGO DESIGN AND DEVELOPMENT538 FRONT STREET, EL CAJON, CA 92020 (E) PAD ELEVATION = 362.5' P.L. N01°28'29"W L = 90.27'P.L. N86°58'37"WL = 92.77'P.L. N01°28'21"W L = 130.148' P.L. N03°44'27"E L = 19.68'P.L. N80°20'56"EL = 111.76'P.L. N01°28'29"W L = 174.82'P.L. N86°58'37"WL = 92.71'(N) RETAINING WALL (81 L.F.), SEE DETAIL 1/5 EXISTING DRIVEWAY DRIVEWAY & FRONTENTRANCE WALKWAY (IMPERVIOUS SURFACE)SLOPE AWAY 2% MIN. EL. 360.0' EL. 371.0'EL. 371.7' EL. 371.0' EL. 365.9' EL. 360.0' EL. 368.0'20' UTILITYEASEMENTEXISTING RETAINING WALL EXISTING RETAINING WALL INDICATES PATH OF DRAINAGE (PROPOSED SWALE & BERM AS NEEDED APPROX. 226 L.F.) SLAB ON GRADE (IMPERVIOUS SURFACE) CONCRETE PATIO (IMPERVIOUS SURFACE)SLOPE AWAY 2% MIN. CONCRETE WALKWAY (IMPERVIOUS SURFACE)SLOPE AWAY 2% MIN. PERVIOUS SURFACE, TYP., UNO STAIR OVERHANG ROOF EAVEOVERHANG, TYP. WINDOW OVERHANG (E) SINGLE FAMILY RESIDENCE LOCATED ±125' FROM PARCEL 1 PM 20880 P.L.APN 218-070-41PARCEL 3 PM 19411 1 2 4 5 6 7 EL. 360.1'SSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWW W (E) DRIVEWAYTO REMAIN= 14'-9"MM12+0011+00STA 11+55EX. WMSTA 11+58EX. WMSTA 11+61EX. F.H.EX 8" PVCSEWER @ 9.78%EX 8" PVC WATERSTORM DRAIN OUTLET & CLEANOUT 27'2.9%MIN. 2%TYP.MIN. 5%TYP.MIN. 5% TYP. MIN. 5% TYP.MIN. 5%TYP.MIN. 2%TYP.MIN. 2%TYP.MMSTA 12+23.67EX. 4" SWR. LAT.(PARCEL 1)STA 12+55EX. 4" SWR. LAT.(PARCEL 2)STA 12+42.67EX. WM (PARCEL 1)STA 12+45EX. WM (PARCEL 2)(E) SINGLE FAMILY RESIDENCELOCATED ±44' FROM PARCEL 1 PM 20880 P.L.APN 215-070-08 EL. 369.5' EL. 369.73' EL. 369.5' EL. 369.28' EL. 369.28' EL. 369.22' EL. 369.08' EL. 369.76' B.O. SWALE EL. 370' B.O. SWALEEL. 369.3' B.O. SWALE EL. 367.25' B.O. SWALEEL. 367' 3.2% A5 B.O. SWALE EL. 368.6' B5 C5 D5 S W 1" WTR4" SWR(N) DRIVEWAYTO BE ADDED= 3'-4"MAX. ALLOWABLEDRIVEWAY WIDTH= 30'STEP RETAINING WALL TO MATCH SLOPE OF GRADE TOW EL. 364.67' BOW EL. 359.33 TOW EL. 362.67'BOW EL. 359.33 (N) RETAINING WALL NOT TO EXCEED 42" AT FRONT SETBACK 370'365'365'INDICATES (E) TOPOGRAPHY LINES INDICATES (N) GRADINGCONTOUR LINES,OFFSITE GRADING PER GENERALNOTE 5, THIS SHEET NSCALE: 1" = 10'5' 10'20'0' OVERALL SITE PLAN & PLOT PLAN ©SEAL:Denver, Colorado P: 720.502.4667 | F: 303.974.1734www.CrimsonEngineering.com ECrimson Engineering Associates, Inc.ENGINEERING DEPARTMENT FRANCIS RESIDENCE CDP 2017-0043 (DEV2017 - 0139) - FRANCIS RESIDENCE PLANNING DIVISION APPROVED DATE ENGINEERING DIVISION DATE THIS IS THE APPROVED TENTATIVE MAP/SITE PLAN FOR PROJECT NO.___________ PER CONDITION NO.________ OF PLANNING COMMISION RESOLUTION NO._________ GENERAL NOTES: 1. AVERAGE LOT SLOPE WITHIN THE BUILDING ENVELOPE IS LESS THAN 10% 2. ALL PROPERTY LINES, EASEMENTS AND BUILDING, BOTH EXISTING AND PROPOSED, ARE SHOWN ON THIS SITE PLAN 3. ALL DRAINAGE SHALL BE DIRECTED A MINIMUM OF 5 FEET AWAY FROM STRUCTURES, TYPICAL. 4. OUTDOOR LIGHTING SHALL BE HIGH EFFICACY LUMINAIRES OR SHALL BE CONTROLLED BY A PHOTO CONTROLLED OR MOTION SENSOR 5. GRADING PERMITTED ONTO PARCEL 2 OF PARCEL MAP 20880 PER GRADING RECIPROCAL GRADING AUTHORIZATION LETTER.6. SUSMP PROJECT PRIORITY DOES NOT MEET PDP REQUIREMENTS AND MUST ONLY COMPLY WITH STANDARD STORMWATER REQUIREMENTS PER CITY OF CARLSBAD SUSMP.7. SITE DRAINAGE WILL BE IN ACCORDANCE WITH THE DRAINAGE, EROSIONCONTROL, GUTTER AND DOWNSPOUTS, AND SURFACE WATER SECTIONSFOUND IN PAGES 46 AND 47 OF GEOSOILS REPORT DATED JUNE 9, 2017.PURSUANT TO THAT REPORT, BUILDING PAD DRAINAGE WILL BE DIRECTEDTOWARDS THE STREET OR OTHER APPROVED AREAS, DOWNSPOUTS WILL BEDRAINED INTO PVC COLLECTORS OR OTHER NON-EROSIVE DEVICES, AND YARD DRAINS OR OTHER DEVICES WILL BE USED TO CONTROL FLOWS SO THAT WATER DOES NOT POOL, FLOW UNCONTROLLED DOWN ANY DESCENDING SLOPES, OR OVERTOP THE RETAINING WALL. 8. REQUIRES APPROVAL OF CDP 2017-0043 (DEV 2017-0139) AND COMPLIANCE WITH THOSE CONDITIONS OF APPROVAL EASEMENT NOTES: INDICATES EASEMENT GRANTED TO MARK D. FRANCIS, FOR VIEW AND LIGHT AND INCIDENTAL PURPOSES RECORDED SEPTEMBER 20, 2016 AS INSTRUMENT 2016-0494826, O.R. INDICATES COVENANT FOR EASEMENT FOR PRIVATE SEWER LATERAL PURPOSES, PR 03-79 RECORDED JANUARY 23, 2004 AS INSTRUMENT 2004-0052213 INDICATES EASEMENT GRANTED TO SAN DIEGO GAS AND ELECTRIC COMPANY, FOR PUBLIC UTILITIES, INGRESS AND EGRESS PURPOSES PER INSTRUMENT RECORDED MARCH 29, 2004 AS FILE NO. 2004-0257426, O.R. NON-PLOTTABLE INDICATES EASEMENT GRANTED TO PARCEL 4 OF PARCEL MAP 19411 FOR MAINTAINING VIEW PURPOSES PER INSTRUMENT RECORDED SEPTEMBER 18, 2007 AS FILE NO. 2007-061134, O.R.INDICATES COVENANT FOR EASEMENT FOR DRAINAGE PURPOSES, PR 03-78RECORDED JANUARY 23, 2004 AS INSTRUMENT 2004-0052212INDICATES EASEMENT FOR INGRESS AND EGRESS PURPOSES RECORDED APRIL 28,2004 AS INSTRUMENT 2004-0377895, O.R. INDICATES AN EASEMENT FOR INGRESS AND EGRESS OVER THAT PORTION OF PARCEL 3 OF PARCEL MAP NO. 19411, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, JANUARY 23, 2004 SHOWN AND DELINEATED ON SAID MAP AS INGRESS-EGRESS EASEMENT TO THE CITY OF CARLSBAD AND AS GRANTED BY DEED RECORDED APRIL 28, 2004, AS INSTRUMENT 2004-0377895, O.R. 4 3 2 1 5 6 7 3/31/18 11/01/17 ELEV. 370' ELEV. 360' ELEV. 360' ELEV. 370' SOUTH PL NORTH PL NORTH PL SOUTH PL PROPOSED GRADING AREA: ±99'-8"EXISTING GRADING PROPOSED GRADING AREA: ±98'EXISTING GRADING EXISTING GRADING 50'-4" PROPOSED SINGLE FAMILY RESIDENCE PAD EL. = 369.5'PROPOSED CONCRETE PATIO PROPOSED CONCRETE WALKWAY PROPOSED FINISH GRADE PROPOSED FINISH GRADEELEV. 375' ELEV. 365' ELEV. 365' ELEV. 375' EXISTING GRADING INDICATES EXISTING GRADE PROPOSED SWALE & BERM INDICATES EXISTING GRADE VACANT LOT, APN 215-070-52,PARCEL 2 PM 20880PAD EL. ±362.5'30' TO C/L OF TRITON WAY VACANT LOT, APN 215-070-52,PARCEL 2 PM 20880 PAD EL. ±362.5'30' TO C/L OF TRITON WAY B.O. WALL EL. 359'-4" ELEV. 360' ELEV. 365' 2:1 1'2"3"4"Ø PVC PERF. DRAIN PIPE MIRAFI 14 0N FILTER FABRIC 34" TO 1 12" CRUSHED GRAVEL 2"Ø WEEP HOLES 5'-4"MAX. HEIGHT7' MIN. TO DAYLIGHT @ 12.5% MIN. GRADE T.O. WALL EL. 364'-8" (HIGH) EL. 362'-8" (LOW) (E) GRAVEL DRIVEWAY 6"1'WEST PL 8x8x16 SPLIT-FACE CMU WALL (NATURAL, PADRE, OR BUFF COLOR) PRODUCED BY RCP BLOCKS & BRICKS ELEV. 370' ELEV. 360' ELEV. 370' ELEV. 360' WEST PL EAST PL WEST PL EAST PL PROPOSED GRADING AREA: ±91'-212"EXISTING GRADING EXISTING GRADING PROPOSED GRADING AREA: ±92'-512"EXISTING GRADING EXISTING GRADING 2:1 PROPOSED 4' HIGH RETAINING WALL EXISTING RETAINING WALL EXISTING DRIVEWAY PROPOSED SWALE PROPOSED CONCRETE DRIVEWAY PROPOSED FINISH GRADE PROPOSED FINISH GRADE PROPOSED RETAINING WALL (STEPPED AT NORTH END TO MATCH (N) GRADING) ±40' TO ADJACENT STRUCTURE PAD EL. ±350.5' ±43' TO ADJACENT STRUCTURE PAD EL. ±375.5' ±40' TO ADJACENT STRUCTUREPAD EL. ±350.5'±43' TO ADJACENT STRUCTUREPAD EL. ±375.5' ELEV. 375' ELEV. 365' ELEV. 375' ELEV. 365' INDICATES EXISTING GRADE INDICATES EXISTING GRADE PROPOSED SWALE & BERM PROPOSED SWALE ©SEAL:Denver, Colorado P: 720.502.4667 | F: 303.974.1734www.CrimsonEngineering.com ECrimson Engineering Associates, Inc.ENGINEERING DEPARTMENT FRANCIS RESIDENCE CDP 2017-0043 (DEV2017 - 0139) - FRANCIS RESIDENCE PLANNING DIVISION APPROVED DATE ENGINEERING DIVISION DATE THIS IS THE APPROVED TENTATIVE MAP/SITE PLAN FOR PROJECT NO.___________ PER CONDITION NO.________ OF PLANNING COMMISION RESOLUTION NO._________ SCALE: 332" = 1'-0" 6'0'12'24' NORTH-SOUTH SECTIONA SCALE: 332" = 1'-0" 6'0'12'24' NORTH-SOUTH SECTIONB SCALE: 332" = 1'-0" 6'0'12'24' WEST-EAST SECTION (NORTH YARD AND DRIVEWAY)C SCALE: 12" = 1'-0"1' 2'4'0' RETAINING WALL DETAIL1 SCALE: 332" = 1'-0" 6'0'12'24' WEST-EAST SECTION (SOUTH YARD)D 3/31/18 11/01/17 STORM WATER POLLUTION PREVENTION NOTES APN : TIER 2 CITY STORM WATER POLLUTION PREVENTION PLAN (TIER 2 SWPPP) AREA OF DISTURBANCE CONSTRUCTION THREAT: OWNER/APPLICANT: SITE ADDRESS: EMERGENCY CONTACT : 21ENGINEERING DEPARTMENT PROJECT NAME: SHEET INDEX: TIER 2 OWNER'S CERTIFICATION: WEATHER TRIGGERED ACTION PLAN VICINITY MAP SW - LEGEND TITLE SHEET CASQA Designation Construction Activity (BMP) Description Best Management Practice* Erosion Control Sediment Control BMPsBMPs Tracking Control BMPs Non-Storm Water Management BMPs Waste Management and Materials Pollution Control BMPs BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE 215-070-51-00 1585 TRITON STREETCARLSBAD, CA 92011 MARK FRANCIS 3385 BLODGETT DR., C. SPRINGS, CO 80919 (719) 339-9011 8,344 FRANCIS RESIDENCE 85185 3-31-18 ADAM C. BROWN P.E. 12211 W. ALAMEDA PKWY., SUITE 100 LAKEWOOD, CO 80228 720-502-4667 MARK FRANCIS 3385 BLODGETT DR., C. SPRINGS, CO 80919 (719) 339-9011 3/31/18 11/01/17 11/1/17 365'365' 370' 365' 370' 360'365'370' 365' 360' 370' TR TRITON STREETPARCEL 1 PM 20880 (N) SINGLE FAMILY RESIDENCE APN 215-070-51-00 (E) SINGLE FAMILY RESIDENCEAPN 218-070-40PARCEL 2 PM 19411 (E) SINGLE FAMILY RESIDENCE APN 218-070-42PARCEL 4 PM 19411 PARCEL 2 PM 20880 (E) PAD ELEVATION = 362.5' P.L. N01°28'29"W L = 90.27'P.L. N86°58'37"WL = 92.77'P.L. N01°28'21"W L = 130.148' P.L. N03°44'27"E L = 19.68'P.L. N80°20'56"EL = 111.76'P.L. N01°28'29"W L = 174.82'P.L. N86°58'37"WL = 92.71'(N) 4' TALL RETAINING WALL (81 L.F.) EXISTING DRIVEWAY EXISTING RETAINING WALL EXISTING RETAINING WALL APN 218-070-41PARCEL 3 PM 19411 SE-8 SE-1 SE-1 SE-1 EC-7 EC-7 EC-7 WM-1 WM-2 WM-5 WM-8 TIER 2 CITY STORM WATER POLLUTION PREVENTION PLAN (TIER 2 SWPPP) 22ENGINEERING DEPARTMENT PROJECT NAME: TIER 2 TITLE SHEET FRANCIS RESIDENCEN SCALE: 1" = 10' 5'10'20'0' OVERALL STORM WATER POLLUTION PREVENTION PLAN 85185 3-31-18 ADAM C. BROWN P.E. 12211 W. ALAMEDA PKWY., SUITE 100 LAKEWOOD, CO 80228 720-502-4667 3/31/18 11/01/17 11/1/17