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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 POINSETT A 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).
REFERENCE DRAWINGS:
DWG. NOS. 410-6, 410-6A, 387-1, 387-lA
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 (NAO 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" RCP
LOCATION: 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
SOURCE OF TOPOGRAPHY:
TOPOGRAPHY SHOWN ON THESE PLANS SURVEYED ANO VERIFIED BY OMEGA
ENGINEERING CONSULTANTS INC. MARCH 2010
TOPOGRAPHY SHOWN ON THESE PLANS VERIFIED BY CRIMSON ENGINEERING
ASSOCIATES, INC.
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS
EARTHWORK QUANTITIES:
CUT
FILL
IMPORT
= 35 CY
= 380 CY
= 345 CY
GRADING QUANTITIES SHOWN HEREON ARE FOR PERMITTING PURPOSES ONLY AND
SHALL NOT BE USED FOR PAY QUANTITIES CONTRACTOR SHALL PERFORM INDEPENDENT
TAKE OFF, CONSIDERING FINAL PAVEMENT SECTIONS AND UNDERCUTS.
TOTAL LOT AREA INFORMATION:
MAIN LEVEL FINISHED AREA
UPPER LEVEL FINISHED AREA
GARAGE AREA
UPPER LEVEL DECK AREA
ROOF DECK AREA
TOTAL LOT AREA
TOTAL LOT COVERAGE
TOTAL LOT OPEN AREA
% TOTAL LOT COVERAGE
% OPEN TOTAL LOT
FLOOR AREA RATIO (F.A.R.)
= 1,795 S.F.
= 1,997 S.F.
= 664 S.F.
= 311 S.F.
= 363 S.F.
= 8,344 S.F. (.19 ACRES)
= 3,101 S.F.
= 4,576 S.F.
= 37.2 %
= 62.8 %
= .57
ALLOWABLE TOTAL COVERED AREA= (40%) x AREA TOTAL LOT = 3,338 S.F.
WORK TO BE DONE: -----------·--------·-···· ----
THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ;I.LL CUTS AND FILLS,
REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL F.ACILITIES AND PLANTING
OF PERMANENT LANDSCAPING ANO PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT
GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED 0~1 THIS SET OF PLANS AND
THE CITY STANDARDS, SPECIFICATIONS, REQUIREMENTS, RESOLurlONS 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 ANO 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.
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.
VICINITY
CITY OF OCEANSIDE
HIGHWAY 78
PACIFIC
OCEAN
MAP
CITY OF ENCINITAS
Crimson Engineering
Associates, Inc.
CITY OF VISTA
~---~
PROJECT
SITE
CDP 2017-0043 (DEV2017 -0139)-FRANCIS RESIDENCE
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LOCATION MAP
OWNER:
MARK FRANCIS
3385 BLODGETT DRIVE
COLORADO SPRINGS, CO 80919
PHONE (OFFICE): (719) 265-6900
PHONE (CELL): (719) 339-9011
CONTACT:
MARK FRANCIS
3385 BLODGETT DRIVE
COLORADO SPRINGS, CO 80919
PHONE (OFFICE): (719) 265-6900
PHONE (CELL): (719) 339-9011
SITE ADDRESS: -------···-----"'" ---------
1585 TRITON STREET
CARLSBAD, CA 92011
ASSESSOR'S PARCEL NUMBER: 215-070-51-0G
LEGAL DESCRIPTION: PARCEL 1 OF PARCEL MAP
NO.20880, SAN DIEGO COUNTY, CA
SIZE: 8,344 SQ. FT. (.19 ACRES)
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)
PROJECT INFORMATION
IMPORTANT NOTICE:
-_.
I
SHEET#I DESCRIPTION
.
1 I TITLE SHEET & GENERAL NOTES
;.-------
I GENERAL NOTES (CONT.) 2 I
i ----·· .. ---." ---·-· .. ____ _.,.
3 GENERAL NOTES (CONT.)
' 1-------------·-----
4 OVERALL SITE PLAN & GRADING PLAN
r-----·----
5 SECTION VIEWS AND RETAINING WALL DETAIL
--------------····
TABLE OF CONTENTS
U.N.O ....... UNLESS NOTED OTHERWISE
MIN.............................................. MINIMUM
MAX............................................. MAXIMUM
TYP ................................................... TYPICAL
SIM .................................................... SIMILAR
DBL .................................................... DOUBLE
(E).................................................. EXISTING
(N) ............................................................ NEW
O.C ............................................... ON CENTER
C/C ........................... CENTER-TO-CENTER
T.O., T /............................................. TOP OF
BOT................................................. BOTTOM
8.0., 8/ ..................................... BOTTOM OF
SOG .................................... SLAB ON GRADE
T&B ..................................... TOP & BOTTOM
ALUM .......................................... ALUMINUM
M.E. ................................. MINIMUM EDGE
T.R. ................................. THREADED ROD
CIP ...................................... CAST-IN-PLACE
EXISTING SEWER
EXISTING WATER
EXISTING FIRE HYDRANT
EXISTING WATER METER
PL...................................................... PLATE
L ............................. STRUCTURAL ANGLE
ABV ................................................... ABOVE
BTWN ......................................... BETWEEN
CLR .......................... CLEAR/CLEARANCE
0 .................................................. DIAMETER
± ........................................ PLUS-OR-MINUS
EQ .......................... EQUAL/EQUIVALENT
FND ...................................... FOUNDATION
LBS................................................. POUNDS
PSI.. ......... POUNDS PER SQUARE INCH
PSF .......... POUNDS PER SQUARE FOOT
PLF ............ POUNDS PER LINEAR FOOT
N.T.S.................................. NOT TO SCALE
REQ'D ........................................ REQUIRED
THK ............................ THICK/THICKNESS
V.I.F ................................ VERIFY IN FIELD
EOR .................. ENGINEER-OF-RECORD
WM ................................... WATER METER
F.H .................................... FIRE HYDRANT
-s --s -
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LEGEND
I CITY OF CARLSBAD PLANNING COMMISSION
I Case Name: FR/i!A/Ci.S RFS!D/5;.,'CE..
SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT
IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE
VALID. FOR YOU DIG ALERT 1.D. NUMBER CALL UNDERGROUND SERVICE
ALERT AT:
Case No.: C-£,f' ;,on--CO'/?
Q)r.?v >DI? -Ot.s"I)
,,;;-.:.-ii \';,./&/Jr. Exhibit No.: A -L Date:
TOLL FREE 1-800-422-4133
APPROVED
TWO WORKING DAYS BEFORE YOU DIG
THIS IS THE APPROVED TENTATIVE MAP/SITE
PLAN FOR PROJECT NO. ____ PER
CONDITION NO. ___ OF PLANNING
COMMISION RESOLUTION NO. ___ ~
PLANNING DJVISlON DATE ENGINEERING DIVISION
-
DATE
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FRANCIS RESIDENCE
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CDP 2017-0043 (DEV2017 -0139)-FRANCIS RESIDENCE
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"DECLARATION OF RESPONSIBLE CHARGE"
------------------_., --··--·-----·--····-
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED
RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS
AND 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 CARLSBAD
DOES 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
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BY: /'[!'J(,,__/j;;{fl'c}-------DATE: __ 1_11_11_2_01_1 ____ _
(NAME OF ENGINEER)
R.C.E. NO.: 85185
REGISTRATION EXPIRATION DATE: 3-31-18
SOILS ENGINEER'S CERTIFICATE
-••••-••---------•"""-a,,•---------•••-••-
I , A REGISTERED (CIVIL/GEOTECHNICAL)
ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT
WITHIN 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 SUPERVISE
IMPLEMENTATION OF THE SWPPP IN ACCORDANCE WITH THE CALIFORNIA CONSTRUCTION ORDER AND
MUNICIPAL PERMIT, LATEST VERSION.
(PRINT NAME BELOW LINE) DATE
OWNER'S CERTIFICATE
STANDARD SINGLE FAMILY RESIDENTIAL PROJECT
FOR 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 DEVELOPMENT
MANUAL-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 SUBSTANCES
OIL AND GREASE
BACTERIA AND VIRUSES
PESTICIDES
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-OFF
DEVICES AND FLOW REDUCERS
I WILL MAINTAIN THE ABOVE STANDARD PERMANENT BM P'S IN PERPETUITY
MARK D. FRANCIS
DATE ________ _
STORMWATER QUALITY NOTES
CONSTRUCTION BMP'S
THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF THE STATE OF CALIFORNIA REGIONAL WATER
QUALITY CONTROL BOARD, SAN DIEGO REGION, ORDER NUMBER CA2010875
(HTTP://WWWSWRCB.CA.GOV/RQQC89/PROGRAM WATER.HTML)
AND THE CITY OF SAN DIEGO LAffD DEVELOPMENT CODE
(HTTP://CLERKDOC.SAN NET.GOV /RIGHTSITE/GETCONTENT /LOCAL.PDF?DMW _ OBJ ECTI D=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 BE
LEFT UNPROTECTED FOR A PERIOD GREATER THAN 7 CALENDAR DAYS ARE TO BE PROVIDED WITH
EROSION 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 AGAINST
ANY POTENTIAL RELEASE OF POLLUTANTS INTO THE ENVIRONMENT.
DEFERRED SUBMITTALS
WHEN THE SUBMITTAL OF FIRE SPRINKLER PLANS WILL BE DEFERRED STATE "THE SUBMITTAL OF
RESIDENTIAL FIRE SPRINKLER PLANS REQUIRED BY THE CALIFORNIA RESIDENTIAL CODE SECTION
R313 HAS BEEN DEFERRED." OTHERWISE, PROVIDE PLANS AND CALCULATIONS FOR THE RESIDENTIAL
FIRE 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/i~OUGH INSPECTION SHALL NOT BE
REQUESTED PRIOR TO APPROVAL OF THE FIRE SPRINKLER PLANS.
APPROVED
THIS IS THE APPROVED TENTATIVE MAP/SITE
PLAN FOR PROJECT NO. ____ PER
CONDITION NO. ___ OF PLANNING
COMMISION RESOLUTION NO. ___ _
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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 EACH
OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE
A RATING OF 'A-' OR BETTER AND A SIZE CATEGOR',,-OF CLASS V ORBETTERAS ESTIMATED
BY 'BESTS' KEY RATING GUIDE. --------
6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE
CITY AND OTHER APPROPRIATE AGENCIES.
7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR
GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN
OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED.
8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE
CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF
PLANS AND THE TITLE SHEET.
9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY
THE 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, SHALL
BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY
DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE
SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF THE
COMPLETION OF FIELD TESTS.
13. A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION REGARDING ADHERENCE
TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE
ISSUANCE OF THE BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER
THE 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 AI\ID ALL OTHER ASPECTS OF THE
WORK. THE CONTRACTOR SHALL REQUEST APRECONSTRUCTION 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 INSPEC:TiON REQUESTLINE AT(760)-
438-3891. INSPECTION REQUESTS MUST BE-RECEIVED PRIOR TO 2:00 P.M75],fTHE DAY
BEFORETHEINSPE.CTIONIS NEEDED. INSPE-CWONS\I\IILL BE MADE THE NEXT WORK DAY
UNLESS YOU REQUEST OTHERWIS( 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 ~REPA_RED B'f/1
REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA
EXCAVATION PER.MIT MUST BESUBMITTEDTO 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
CONSTR.IJC:fiON, OPERATIONS-WILL CEASE IMMEDIATELY, AND THE PERMITTEE WILL
NOTIFY THE CITY ENGINEER. OPERATIONS Wll.LNOTRESTART 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 AM. 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 CITY
ENGINEER FOR APPROVAL TWO FULL WORKING DAYSPRIOfTOBEGINNINGOF WORK.
CDP 2017-0043 (DEV2017 -0139)-FRANCIS RESIDENCE
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 1 ---~----··· " __________ ,, _______ ----
RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR
ADJACENT STREETS AS A RESULT (S-F THE GRADINGOF,-ERATION.------------------------,--
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 EACl::J SLOPE IS BROUGHT TO GRADE AS SHOWN ON
THE APPROVED GRADING PLANS.
28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE
CITY 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 IN
ACCORDANCE 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 PROVIDED
DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH¾" ROCK PER SAN DIEGO REGIONAL
STANDARD DRAWINGS S-4 TYPE "C" AND PIPE MEETS ASTM STANDARD 3034 FOR
SDR 35 SOLID WALL PIPE.
31. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING
OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS
AND REPLACED WITH PROPERLY COMPACTED SOLIDS. IN OTHER AREAS, THE PIPE WILL BE
PLUNGED 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
*OLIVEN HAIN 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 10 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 IS
COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND IRRIGATION ARE
INSTALLED 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 SHALL
ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE GRADING WAS
DONE IN ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENDATIONS
OUTLINED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS
THERETO.
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 PROVIDE
SUFFICIENT TIME PRIOR TO CONSTRUCTION FOR ANY NECESSARY PERMIT REVISIONS.
5. CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY
LINES SHOWN HEREON AND ANY OTHER EXISTING LINES NOT OF RECORD OR SHOWN ON
THESE 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 AND
SEWER 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 DONE
SHALL BE CONFIRMED BY FIELD MEASUREMENTS BY THE CONTRACTOR PRIOR TO
CONSTRUCTION OF NEW WORK.
20. CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES
SHOW HEREON AND ANY OTHER EXISTING LINES NOT OF RECORD OR NOT SHOWN ON
THESE PLANS.
21. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR
JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT,
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL
APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT
THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE
ENGINEER HARMLESS FROM 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 RELATED
TO THE VARIOUS AREAS OF WORK AND CONSTRUCT THE INTENT OF THESE PLANS TO
MEET 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 EARTHWORK
SPECIFICATIONS.
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 BY
CONTACTING 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).
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 BE
MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND
CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD CITY OF CARLSBAD
HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE
OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF 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.
APPROVED
THIS IS THE APPROVED TENTATIVE MAP/SITE
PLAN FOR PROJECT NO. ____ PER
CONDITION NO. ___ OF PLANNING
COMMISION RESOLUTION NO. ___ _
PLANNING DIVISION DATE ENGINEERING DIV!SION DATE d. REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. .-------------, .. ------------, .---..--------------------..-------,-, --"'Ti---t----~-=--=--:;:.~~-=--=--=--:;:.~:,-:.-:.-:.-:.-:.:,-:.-:.-:;:.~~-=--=-:.-=-.------
' ~ ! ~qT ~ F -, FI -,~ [ I :+=-.-_::E •. 35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) YEAR AFTER THE
CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR
PLANCHECK. PLAN CHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. ~ROfESS10,1,;
<{,, '0 G 1'R TE R 'v <,:
Crimson Engineering
Associates, Inc.
36. THE SOILS REPORT TITLED 'GEOTECHNICAL UPDATE EVALUATION, PROPOSED § "~1110111761h,,,, \
SINGLE-FAMILY RESIDENCE OFF OF TRITON STREET, CARLSBAD, SAN DIEGO COUNTY, g} '<' C85185 ~ 'i;J
CALIFORNIA, APN 215-070-39' AND PREPARED BY: GEOSOILS, INCORPERATED _ _ EA' EXP. 3/31118
W.0.7279-A-SC, DATED JUNE 9, 2017, SHALL BE CONSIDERED A PART OF THE GRADING *.I ,,-() J w
PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATION '\ff. ,~{ . ..,,;;[., I '
I-----+---~----------------·· __ -·-:~-~------:~;--·-·---I~, '-l E~GIN~~R11NG 1DE~A~"f~~~t~-wc 1
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i I I ·=~RALillC~ PLAHS FOR 1-------.---------------------------+------~--+---~--,
I----____.C---------------------l---------+--------1 FRANCIS RESIDENCE
---r-----------------j------,
---+----------------+-------I i -~ -----'------+---I
SPEC! FICA TIO NS CONT Al NED IN SAi D SOI LS REPORT. / ' ..£. or' ;/\l,W' 1-i---_-_--==~============================------~ 37. IN ACCORDANCE WITH THE CITY SUSMP, ALL STORM DRAIN INLETS CONSTRUCTED BY THIS Denver,Coloracto r-'-::-1-:'--+------0-~---' ,_,_:c_,_:·_-'_,:_"_·c_· _FL_,_,,,_,_,,:,_:_"_'_'_:_iE_':._: -----,_·-~-------+----------1 ~======::::;-;:====Tl:::T":'."=:·:;=~f":'.-E':::-===;-;=====
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-------~---------~-----------------
CDP 2017-0043 (DEV2017 -0139) -FRANCIS RESIDENCE
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: ~ ~-(/~------_--.----_----_--_-_; ~-'-#--/f'-L":~-;=-_ =c-=i~-...:-:t' =~ :..-=·=~-=---=-=---=:::=-_-=-=:--=----~ L ::, _-_-_TY_P ·_-,,-_±--=jj ~-EL. ;~~. ;3~
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-I .P.
.____ _____ -~h ,:" -/
' /
·-DRIVEWAY & FRONT CONCRETE WALKWAY ,-1; ./ .{ / • / .--
---EL. 369.76'
ENTRANCE WALKWAY (IMPERVIOUS SURFACE) -ROOF EAVE. , / /
(IMPERVIOUS SURFACE) SLOPE AWAY 2% MIN. --/; ' OVERHANG; TYP. -•
SLOPE AWAY 2% MIN. I,' I /
_____ ,, ______ -------· --
PARCEL 1 PM 20880
(N) SINGLE FAMILY RESIDENCE
EXISTING GRADE ELEVATION= 369.S'
FINISHED GRADE ELEVATION= 369.S'
. I ,
' ' I,
7< i1 l
~.:
-> :1 B.O. SWALE ~:
EL.369.S'--zl,c.:i
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---
---
--SLAB ON GRADE
(IMPERVIOUS SURFACE) -
l EL. 367.25' ----l2!>--
-EL. 368.0'
~ MIN. 5%
',· ,_,
-I ·i lf) :
------------------
---
--
----------------· --------· ---
-INDICATES PATH OF DRAINAGE
(PROPOSED SWALE & BERM AS
NEEDED APPROX, 226 L.F.)
____ _.
' -----. ---------00 ,..,,,..,! --l>-' ', u.... s <( <('
------~I j-1 x·>I/ -s, , >r-
------:. -F--> --; ! :
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CONCRETE PATIO
(IMPERVIOUS SURFACE)
SLOPE AWAY 2% MIN.-,
I', TYP-_------
, I
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APN 215-070-52
PARCEL 2 PM 20880
OWNER:
---
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STORM DRAIN
OUTLET & CLEANOUT -
'1 --
---
co -uy: .,. ,. " n CD ,-._ co -zN
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-WINDOW OVERHANG
EL. 369.28' --
---EL. 369.22'
, ro
'
EL. 369.28' --
2 __ l<7 ____'.~~UJ~;;;;;:::~~-A-~~~
-;2'" -·----ll--l P.L. NOl0 28'29"W \"-.
/
SAN DIEGO DESIGN AND DEVELOPMENT
538 FRONT STREET, EL CAJON, CA 92020
(E) PAD ELEVATION= 362.S'
-INDICATES (N) GRADING
CONTOUR LINES,
OFFSITE GRADING PER GENERAL
NOTE 5, THIS SHEET
,~ INDICATES (E) TOPOGRAPHY LINES
TOW EL. 364.67'
BOW EL. 359.33
-----
EL. 360.1' TOW EL. 362.67' \, 4-1 ~ i EL. 360.0' --L = 90.27' <:l~c ' EL. 36~~~;
I
.0-I
/
BOW EL. 359.33 ____ , ~ ::;, , --(N) RETAINING WALL
/ ~w · ,_ 1 (81 L.F.), SEE DETAIL 1/5
STEP RETAINING WALL TO --EXISTING DRIVEWAY ----EXISTING RETAINING WALL
0
MATCH SLOPE OF GRADE "'
-(N) RETAINING WALL NOTTO
EXCEED 42" AT FRONT SETBACK
P.L. NOl0 28'29"W
L= 174.82'
-----------------
(E) SINGLE FAMILY RESIDENCE
-------!
LOCATED ±44' FROM PARCEL 1 PM 20880 P.L.
APN 215-070-08
\
\
\
\
4 ---
,,
\
)
;--6 7
(E) SINGLE FAMILY RESIDENCE
LOCATED ±125' FROM PARCEL 1
PM 20880 P.L.
APN 218-070-41
PARCEL 3 PM 19411
\
\ 5 --
(E) SINGLE FAMILY RESIDENCE
APN 218-070-42
PARCEL 4 PM 19411
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, EROSION
CONTROL, GUTTER AND DOWNSPOUTS, AND SURFACE WATER SECTIONS
FOUND IN PAGES 46 AND 47 OF GEOSOILS REPORT DATED JUNE 9, 2017.
PURSUANT TO THAT REPORT, BUILDING PAD DRAINAGE WILL BE DIRECTED
TOWARDS THE STREET OR OTHER APPROVED AREAS, DOWNSPOUTS WILL BE
DRAINED 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:
1 INDICATES EASEMENT GRANTED TO MARK D. FRANCIS, FOR VIEW AND LIGHT AND
INCIDENTAL PURPOSES RECORDED SEPTEMBER 20, 2016 AS INSTRUMENT
2016-0494826, O.R.
2 INDICATES COVENANT FOR EASEMENT FOR PRIVATE SEWER LATERAL PURPOSES, PR
03-79 RECORDED JANUARY 23, 2004 AS INSTRUMENT 2004-0052213
3 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
4 INDICATES EASEMENT GRANTED TO PARCEL4 OF PARCEL MAP 19411 FOR
MAINTAINING VIEW PURPOSES PER INSTRUMENT RECORDED SEPTEMBER 18, 2007
AS FILE NO. 2007-061134, O.R.
5 INDICATES COVENANT FOR EASEMENT FOR DRAINAGE PURPOSES, PR 03-78
RECORDED JANUARY 23, 2004 AS INSTRUMENT 2004-0052212
6 INDICATES EASEMENT FOR INGRESS ANO EGRESS PURPOSES RECORDED APRIL 28,
2004 AS INSTRUMENT 2004-0377895, O.R.
7 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.
APPROVED
THIS IS THE APPROVED TENTATIVE MAP/SITE
PLAN FOR PROJECT NO. ____ PER
CONDITION NO. ___ OF PLANNING
COMMISION RESOLUTION NO. ----
PLANNING DIVISION DATE ENGINEERING DIVlSION DATE
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ELEV. 375'
ELEV. 370'
ELEV. 365'
ELEV. 360'
NORTH
PL
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PROPOSED CONCRETE PATIO -.
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EXISTING ----------------------GRADING
50'-4"
PROPOSED SINGLE FAMILY RESIDENCE -7_ ------PAD EL.= 369.5'
n . ...... ----ri
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-
SOUTH
PL
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PROPOSED CONCRETE WALKWAY
-PROPOSED FINISH GRADE
t --, , _f-PROPOSED SWALE& BERM
-
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INDICATES EXISTING GRADE--·
PROPOSED GRADING AREA: ±99'-8" EXISTING --· ---------------____________ ____,_
GRADING
VACANT LOT, APN 215-070-52,
PARCEL 2 PM 20880 ~
r 30' TO C/L OF TRITON WAY PAD EL. ±362.5'
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ELEV. 370'
ELEV. 365'
ELEV. 360'
-
1' A" NORTH-SOUTH SECTION
NORTH
PL ,
~---I --------
---
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.-PROPOSED FINISH GRADE
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SOUTH
PL
24'
---7----+'----
• INDICATES EXISTING GRADE -
EXISTING PROPOSED GRADING AREA: ±98' EXISTING ......,. ____ ., ----;--------------------------"_,, _____________ -----------
30' TO C/L OF TRITON WAY -----------------
GRADI G GRADING
VACANT LOT, APN 215-070-52,
PARCEL 2 PM 20880
PAD EL. ±362.5' _____ __, ----------------
-
r " NORTH-SOUTH SECTION
I B ~,-....;..-----------------~S3CC~A~LfE:~3~3j2'~'~1'~-0Y'"""°E~;-~-;-~-;-~-~--;;;;;;;~~;;;;,-,-
-
ELEV. 365'
ELEV. 360'
8x8x16 SPLIT-FACE CMU WALL
(NATURAL, PADRE, OR BUFF COLOR)
PRODUCED BY RCP BLOCKS & BRICKS --.
o' 6' 121 24'
2:1
t ◄ _T~.O~. W~A=LL~-----t--------;1---, ____ __ _
EL. 364'-8" (HIGH) 1
EL. 362'-8" (LOW) ,...., i
!
------3 4" TO 1 1/ CRUSHED GRAVEL
-
(E) GRAVEL DRIVEWAY -
[Y) ,,__:<,•·--'--c-1 ----~ MIRAFI 14 ON FILTER FABRIC -'-_~! --I
I ' L ->'_.L-' ---2"0 WEEP HOLES
---~--~·~ -~----~-----•-----~· --!--l.:,_---'-"'~---1-"-//r_,•~-~ i"j -4"0 PVC PERF. DRAIN PIPE
----
B.O. WALL
EL. 359'-4"
i ------l ----------·--• kJ I
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ELEV. 375'
ELEV. 370'
ELEV. 365'
ELEV. 360'
PROPOSED RETAINING WALL
(STEPPED AT NORTH END TO
MATCH (N) GRADING) ------
WEST
Pc --
PROPOSED CONCRETE DRIVEWAY -
-PROPOSED FINISH GRADE
----
-INDICATES EXISTING GRADE
---PROPOSED SWALE
EXISTING PROPOSED GRADING AREA: ±91'-21 2" EXISTING ----------------------------------1----------
±40' TO ADJACENT STRUCTURE
PAD EL. ±350.5'
GF\ADING
------------------"""" ------·--
( C' WEST-EAST SECTION (NORTH YARD AND DRIVEWAY)
'-., SCALE: 332" 1'-0" ~----
PROPOSED 4' HIGH RETAINING WALL --
ELEV. 375'
ELEV. 370'
EXISTING
GRADING
±40' TO ADJACENT STRUCTURE
PAD EL. ±350.5'
WEST
p
-L
~--------------·----------
-
0' 6' 12'
,-PROPOSED FINISH GRADE
PROPOSED SWALE & BERM -
--
-INDICATES EXISTING GRADE
---PROPOSED SWALE
PROPOSED GRADING AREA: ±92'-512"
GRADING
24'
◄•
EXISTING
GRADING
±43' TO ADJACENT STRUCTURE
PAD EL. ±375.5'
±43' TO ADJACENT STRUCTURE
PAD EL. ±375.5'
' ' WEST-EAST SECTION (SOUTH YARD) I'-D _., ,----------.._ _____ ___. __ '.S;(C:.:iA:'i:LE'.E:--3¾3)2';--;' :-11'':Cor"-;-~-~-~-~-;;;; ... ;;~· ;;;;;;;~~;;;;_; __ ;;;;--
-~ 6' 12' 24'
APPROVED
THIS IS THE APPROVED TENTATIVE MAP/SITE
PLAN FOR PROJECT NO. ____ PER
CONDITION NO. ___ OF PLANNING
COMMISION RESOLUTION NO .. ___ _ , .. l
PLANNING DIVISION DATE ENGINEERING DIVISION DATE < w u -0 z
7' MIN. TO DAYLIGHT
@ 12.5% MIN. GRADE
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FRANCIS RESIDENCE
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TIER 2 CITY STORM WATER POLLUTION PREVENTION PLAN (TIER 2 SWPPP)
STORM WATER POLLUTION PREVENTION NOTES
GENERAL SITE MANAGEMENT REQUIREMENTS
THE FOLLOWING GENERAL SITE MANAGEMENT REQUIREMENTS SHALL BE ADHERED TO
THROUGHOUT THE DURA TJON OF THE CONSTRUCTION WORK (YEAR-ROUND).
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT-MARK ERANCl5 FROM:..,:,N,,,_.,/A.,_ __
AT (TEL.NO.} (719) ,H9 9011
2. DEVICES SHOWN ON CITY APPROVED PLANS SHALL NOT BE MOVED OR MODIFIED
WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR.
3. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER
TO THE SA TISFACTJON OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL.
4. THE CONTRACTOR SHALL INSTALL ADDtnONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORSEEN
CIRCUMSTANCES WHICH MAY ARISE.
5. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS
TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS
CONDtnON
6. GRADING AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE
OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
7. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING
DAY WHEN FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT {40%). SILT
AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
8. ALL GRAVEL BAGS SHALL CONTAIN 3/4 INCH MINIMUM AGGREGATE.
9. ALL EXPOSED DISTURBED AREAS MUST HAVE EROSION PROTECTION BMPs PROPERLY
INSTALLED. THIS INCLUDES ALL BUILDING PADS, UNFINISHED ROADS, AND SLOPES.
10. ADEQUATE PERIMETER PROTECTION BMPs MUST BE INSTALLED AND MAINTAINED AND
WILL BE UPGRADED, IF NECESSARY, TO PROVIDE SUFFICIENT PROTECTION FROM RUNOFF
DURING RAIN EVENTS.
11. ADEQUATE SEDIMENT CONTROL BMPs MUST BE INSTALLED AND MAINTAINED.
12. ADEQUATE BMPs TO CONTROL OFFS/TE SEDIMENT TRACKING MUST BE INSTALLED AND
MAINTAINED.
13. A MINIMUM OF 125% OF THE MATERIAL NEEDED TOO INSTALL STANDBY BMPs TO
PROTECT THE EXPOSED AREAS FROM EROSION AND PREVENT SEDIMENT DISCHARGES,
MUST BE STORED ONSITE. AREAS ALREADY PROTECTED FROM EROSION USING PHYSICAL
STAB/LIZA TJON OR ESTABLISHED VEGETATION STAB/LIZA TION BMPs ARE NOT CONSIDERED
TO BE "EXPOSED" FOR PURPOSES OF THIS REQUIREMENT.
14. THE OWNER/DEVELOPER/CONTRACTOR MUST FOLLOW "1!£A THER TRIGGERED" ACTION
PLAN AND BE ABLE TO DEPLOY STANDBY BMPs TO PROTECT THE EXPOSED PORTIONS OF
THE SITE WITHIN 48 HOURS OF A PREDICTED STORM EVENT (A PREDICTED STORM EVENT
IS DEFINED AS A 40% CHANCE OF RAIN WITHIN A 5-DA Y NATIONAL 1!£A THER SERVICE
FORECAST). ON REQUEST, THE OWNER/DEVELOPER/CONTRACTOR MUST PROVIDE PROOF
OF THIS CAPABILITY.
15. DEPLOYMENT OF PHYSICAL OR VEGETATION EROSION CONTROL BMPs MUST COMMENCE
AS SOON AS SLOPES ARE COMPLETED. THE OWNER/DEVELOPER/CONTRACTOR MAY NOT RELY
ON THE ABILITY TO DEPLOY STANDBY BMP MATERIALS TO PREVENT EROSION OF SLOPES THAT
HA VE BEEN COMPLETED.
16. THE AREA THAT CAN BE CLEARED, GRADED, AND LEFT EXPOSED AT ONE TIME 15
LIMITED TO THE AMOUNT OF ACREAGE THAT THE CONTRACTOR CAN ADEQUATELY PROTECT
PRIOR TO A PREDICTED RAIN EVENT. FOR LARGER SITES, GRADING SHOULD BE PHASED.
IT MAY BE NECESSARY TO DEPLOY EROSION AND SEDIMENT CONTROL BMPs IN AREAS THAT
ARE NOT COMPLETED, BUT ARE NOT ACTIVELY BEING WORKED BEFORE ADDtnONAL GRADING
IS ALLOWED TO PROCEED. AT THE DISCRETION OF THE CITY INSPECTOR.
17. ALL DISTURBED AREAS THAT ARE NOT COMPLETED AND/OR NOT BEING ACTIVELY GRADED
MUST BE FULLY PROTECTED FROM EROSION IF LEFT FOR 14 OR MORE DAYS. THE ABILITY
TO INSTALL BMP MA TER/ALS IN A PROMPT MANNER IS 1iQI SUFFICIENT. BMPs NEED TO BE
INSTALLED IN THESE AREAS.
18. BMPs MUST BE STOCKPILED AT VARIOUS LOCATION THROUGHOUT THE PROJECT SITE
THROUGHOUT THE YEAR. WHENEVER THERE IS A 40% CHANCE OR CREA TER OF A RAIN
WITHIN A THREE (3) DAY FORECAST, THE INSPECTOR WILL VERIFY THAT BMPs ARE
ADEQUATELY STOCKPILED. BMPs MUST BE STOCKPILED AND READY FOR DEPLOYMENT WHEN
THERE IS 50% CHANCE OF RAIN WITHIN A 48 HOUR FORECAST. FAILURE TO COMPLY WITH
THIS REQUIREMENT COULD RESULT IN THE ISSUANCE OF A STOP WORK NOTICE OR OTHER
ENFORCEMENT ACTION.
19. ALL TREATMENT AND EROSION CONTROL BMPs MUST BE INSPECTED WEEKLY AND
PRIOR TO A FORECASTED RAIN EVENT OF CREA TER THAN 50%, AND AFTER A RAIN EVENT.
IN ADDtnON, TREATMENT CONTROL BMPs MUST BE SERVICED AS NEEDED THROUGHOUT
THE YEAR.
20. IF SELECTED BMP FAILS DURING A RAIN EVENT, IT MUST BE REPAIRED OR IMPROVED
OR REPLACED WITH AN ACCEPTABLE ALTERNATE AS SOON AS IT IS SAFE TO DO SO. THE
FAILURE OF A BMP IND/CA TES IT WAS NOT ADEQUATE FOR THE CIRCUMSTANCES IN WHICH
IT WAS USED. REPAIRS AND REPLACEMENT MUST THEREFORE PUT A MORE ROBUST BMP
MEASURE IN PLACE.
21. ALL CONSTRUCTION EMPLOYEES MUST BE TRAINED ON THE IMPORTANCE OF STORM
WATER POLLUTION PREVENTION AND BMP MAINTENANCE.
WEATHER TRIGGERED ACTION PLAN
THE DEVELOPER SHALL DEPLOY STANDBY BEST MANAGEMENT PRACTICE MEASURES TO
COMPLETELY PROTECT THE EXPOSED PORTIONS OF THE SITE WITHIN 48 HOURS OF A
PREDICTED STORM EVENT (A PREDICTED STORM EVENT JS DEFINED AS A FORECASTED, 40%
CHANCE OF RAIN BY THE NATIONAL WEATHER SERVICE), IN ADDtnON TO BMPs IMPLEMENTED
YEAR-ROUND INCLUDING PERIMETER CONTROL, WIND EROSION CONTROL, TRACKING,
NON-STORM WATER CONTROL, WASTE MANAGEMENT, AND MATERIALS POLLUTION CONTROL.
THE NATIONAL WEATHER SERVICE FORECAST SHALL BE MONITORED AND USED BY
THE DEVELOPER ON A DAILY BASIS. IF PRECIPITATION IS PREDICTED (40% CHANCE OF
RAIN), THEN THE NECESSARY WATER POLLUTION CONTROL PRACTICES SHALL BE DEPLOYED
WITHIN 48 HOURS AND PRIOR TO THE ONSET OF THE PRECIPITA T!ON.
THE DEPLOYMENT OF THE BMPS SHALL INCLUDE BUT NOT BE LIMITED TO GRAVEL BAGS AND
SILT FENCES. A MINIMUM OF 125% OF THE MATERIAL NEEDED TO INSTALL STANDBY BEST
MANAGEMENT PRACTICES MEASURES TO PROTECT THE EXPOSED AREAS FORM EROSION AND
PREVENT SEDIMENT DISCHARGES MUST BE STORED ON-SITE. AREAS THAT HAVE ALREADY
BEEN PROTECTED FROM EROSION USING PHYSICAL STAB/LIZA T!ON OR ESTABLISHED
VEGETA TJON STAB/LIZA TION BMPS AS DETERMINED BY THE CITY OF CARLSBAD ARE NOT
CONSIDERED TO BE "EXPOSED" FOR THE PURPOSES OF "WEATHER TRIGGERED ACTION PLAN''.
AN ADEQUATE SOURCE OF EQUIPMENT AND WORKERS SHALL BE AVAILABLE FOR
DEPLOYMENT OF "WEATHER TRIGGERED BMPS~
EROSION CONTROL HYDROSEEDING. PLANTING AND /RR/GA TION
1. ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA T!ON SHALL
BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD
SPECIF/CATIONS AND THE FOLLOWING:
A HYDROSEEDING SHALL BE APPLIED TO:
1 ALL SLOPES THAT ARE GRADED 6: 1 {HORIZONTAL TO VERTICAL) OR
STEEPER WHEN THEY ARE:
a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO PUBLIC
WALL OR STREET.
b. ALL SLOPES FOUR FEET OR MORE IN HEIGHT.
2 AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE
FOLLOWING CONDtnONS EX/ST-
a. NOT SCHEDULED FOR IMPROVEMENTS (CONSTRUCT/ON OR
GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING.
b. IDENTIFIED BY THE PARKS AND RECREA T!ON DIRECTOR AS
HIGHLY VISIBLE TO THE PUBLIC.
c. HA VE ANY SPECIAL CONDtnON IDENTIFIED BY THE CITY
ENGINEER THAT WARRANTS IMMEDIATE TREATMENT.
B HYDROSEEDING AREAS SHALL BE /RR/GA TED IN ACCORDANCE WITH THE
FOLLOWING CRITERIA:
1 ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE:
a. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HAND
WATERING FROM QUICK COUPLERS/HOSE BIBS OR A
CONVENTIONAL SYSTEM OF LOW PRECIPITA T!ON SPRINKLER
HEADS PROVIDING 100% COVERAGE.
b. CREA TER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A
CONVENTIONAL SYSTEM OF LOW PRECIPITA T!ON SPRINKLER HEADS
PROVIDING 100% COVERAGE.
2 AREAS SLOPED LESS THAN 6: 1 SHALL BE /RR/GA TED AS APPROVED BY
THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL
SUBMIT A PROPOSED SCHEME TO PROVIDE !RR/GA TION TO THE CITY
ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE
NUMBERS, TYPE, AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM.
3 /RR/GA T!ON SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE
OPTIMUM LEVEL FOR THE GRADING OF THE HYDROSEEDED GROWTH.
C HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING:
1 SEED MIX SHALL CONSIST OF NO LESS THAN:
a. 20 lbs. PER ACRE OF ROSE CLOVER
b. 20 lbs PER ACRE OF ZORRO FESCUE
c. 3 lbs PER ACRE OF E SCHOOL CIA CALIFORNICA
d. 4 lbs PER ACRE OF ACHILLEA M!LLEFOL!A
e. 3 lbs PER ACRE OF AL YSSUM (CARPET OF SNOW)
f. 1 /2 lb. PER ACRE OF DIMORPHOLECA
g. ITEMS c, d, e, AND f OF THIS SUBSECTION MAY BE OMITTED ON
VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL
STRUCTURES.
h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A
NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY
DRILLING OR BROADCAS!NG BEFORE HYDROSEEDING.
i. ALL SEED MA TER/ALS SHALL BE TRANSPORTED TO THE JOBS/TE
IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT
OF FOOD AND A GR/CUL TUR£ CERT/FICA T!ON TAG ATTACHED TO,
OR PRINTED ON SAID CONTAINERS.
j NON-PHYTO-TOXIC WEmNG AGENTS MAY BE ADDED TO THE
HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR.
2 TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS THAN 2000 lbs PER
ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, WHEN STRAW IS USED,
IT MUST BE ANCHORED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS
THAN 50% IF THE STRAW INTO THE SOIL.
3 FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFA TE, 16-20-0
WITH 15% SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE.
D AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING:
1 ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A
COMB/NATION OF:
a. TRACK WALKING SLOPES STEEPER THAN 6: 1.
b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFFIC!ENTL Y
FRIABLE.
2 AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING
CONDITIONS EXIST:
a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP
BIT NOT SATURATED SEED BED.
b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING
COVERING SALINE SOILS TO PROVIDED VIABLE CONDtnONS FOR
GROWTH.
E HYDROSEEDING AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH
UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE
HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS
COMPLETED AND ALL BONDS RELEASED.
2. ALL SLOPES SHALL HA VE /RR/GA TION INSTALLED AND BE STABILIZED, PLANTED
AND/OR HYDROSEEDED WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT
TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS.
3. SHOULD GERM/NATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFICIENT
COVERAGE OF GRADING SLOPES (90% COVERAGE) PRIOR TO OCTOBER 1, THE SLOPES SHALL
BE STABILIZED BY AN APPROPRIATE EROSION CONTROL MA mNG MATERIAL APPROVED BY
THE PUBLIC WORKS INSPECTOR.
4. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY
THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT
OR AS DIRECTED BY THE CITY ENGINEER OF PLANNING DIRECTOR.
5. THE OWNER/APPLICANT SHALL ENSURE THAT ALL CONTRACTORS SHALL
COOROINA TE THE WORK OF THIS CONSTRUCTION SWPPP SHOWN ON ANY GRADING
PLANS, LANDSCAPE AND /RR/GA TION PLANS, AND IMPROVEMENT PLANS AS
REQUIRED FOR THIS PROJECT WORK.
--------·-··-----------------------
SW -CITY OF OCEANSIDE
------
BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE
Erosion Control Sediment Control BMPs Tracking Non-Storm Water Waste Management and Materials
BMPs Control BMPs Management BMPs Pollution Control BMPs
C ~ C C .,:, ~ .,:> .,:, C "O ~ "' "O C ~ ~ 0, " "' "O C "' C <.) " -~ 0, E c:: ~ " =s " ~ c:: .,:, " ~ :, 2 "E: .9-" E k "' ~ ::,; "O "' 0, -~ ~ ~ ~ ~ :, C' ~o c:: "' "' "' "' is .s -SC:.. 0, ~ "' C~ 0, g. .s -!c ~ " C "' Oo "' C <n c:: (; k 1 ~ ~ ~ ~ Best Management Practice* "' 0, .,; .s a:, iil-0 "' C k "' c:: "' C: 0, .s 13 "' " "' ,:: " .s C.., k c.., "' ~ "' " ~ o~
-E~ .s E "' "O "' ~ -,:, "' "' ::,; C "' c:: c:: :,,: ai (BMP) Description ➔ "O "' "' <n "' ~ 0, "' 0, a:, " c:: 0, C C c:, :::, '!/ ~ "' "' "' ~ "' "' :i ~ Q) ~ '-' ~ " 0 ~-£ kc, ]~ "O "' C <n c:: c:: 0"" iS is 0, "' ~ ::,; c:, 0, C ai c:, a:, 0, c:, ·-"' " c.., "' 0 • .Q -"' ., "' :, E "' E "' " 0:: _E " ~ ·"' "' i._ :.8 "' ~ .E; 0 "" k-C Q) ~ "' t6-£ e "' " i! ~ -'< '!/ "' :, ,g E g s;v., ~~ o,~ :a -S: 0-, -c: % a.. e 0, "O "" ~ 0, -,:, -C C "' ·-"O 0 -~ § k C, 5 " "'~ ~ <.) k "' :, -C> ~ "' <.) -~ ~ " Q) k "' ~c "O 0 " " (l) -~ "R C C ~·-Q "' "' k~ -C> " ~ k C, C ~ ~ ~ k <.) ~ O C -8 0, Ee ~ " ~ -C "' ~c ~ C ·-C NC CC k '< <°5 C, k V) B5 ~ 6 ~ " ~ k ict && C §u "~ " ~ br8 -o
0 " oO a.. l.J :c l.J c:, <n :,,. <n a.. <n .s <n Cl: a.. ::,; <n ::,; \,') c5l ::,; :c::,;; c.., ::,;;
CASQA Designation ➔ "' .,,_ " co 0, -a "' " co -"' "' .,,_ "' <O co --"' .,,_ <n <O " co --"' -I I I I I I I I I I I I I I I I I I J, I I I ' I I I I c.., ~ c.., c.., c.., ~ bj bj bj bj bj bj bj bj ~ ~ <n tr) tr) i i ~ i i i i Construction Activity l.J l.J l.J l.J <'. <'. <'. <'. :,,:
'-'. Grading/Soil Disturbance -'
Trench in a /Excavation
Stockoilina
Drillinn !Barino
Concrete/Asoholt Sawcuttina
/ Concrete F'latwork
Pavinq
Conduit/Pioe Installation
>< Stucco/Mor/or Work ·, -' -
Waste Disoosal
Stooinn ILov Down Area
Eouioment Maintenance and Puelina
Hazardous Substance Use/Storaoe
Dewaterina
Site Access Across Dirt
Other (/isl):
lnstructwns:
1. Check the box to the left of all applicable construction activity ( first column) expected to occur during construction.
2. Located along the top of the BMP Tobie is a list of BMP's with it's corresponding California Stormwater Quality Association (CASQA) designation number. Choose one
or more BMPs you intend to use during construction from the /isl. Check the box where the chosen activity row intersects with the BMP column.
3. Refer ta the CASQA construction handbook for information and details of the chosen BMPs and how to apply them to the project.
LEGEND
(DELETE ITEMS NOT USED ON THE SITE MAP)
DESCRIPTION SYMBOL
SE-1, SILT FENCE OWNER'S CERTIFICATION:
I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1) IMPLEMENT
BEST MANAGEMENT PRACTICES (BMPs) DURING CONSTRUCT/ON ACTIVITIES
TO THE MAXIMUM EXTENT PRACTICABLE TO A VOID THE MOB/LIZA T!ON OF
POLLUTANTS SUCH AS SEDIMENT AND TO A VOID THE EXPOSURE OF STORM
WATER TO CONSTRUCTION RELATED POLLUTANTS; AND (2) ADHERE TO, AND
PACIFIC
OCEAN
AT ALL TIMES, COMPLY WITH THIS CITY APPROVED TIER 2 CONSTRUCTION SWPPP
THROUGHOUT THE DURATION OF THE CONSTRUCT/ON ACTIVITIES UNTIL THE
CONSTRUCTION WORK IS COMPLETE AND SIGNED OFF BY THE CITY OF CARLSBAD.
OWNER(S)/ OWNER's AGENT NAME (PRINT) DATE
7B
CITY OF VISTA
CITY OF ENCINITAS
VICINITY MAP
SHEET INDEX:
SHEET 1: TITLE SHEET
SHEET 2: EROSION CONTROL PLANS
APN: 215-010-51-00
SITE ADDRESS:
1585 TRITON STREET
CARLSBAD, CA 92011
f' '<-Q
CITY OF
SAN MARCOS
AREA OF DISTURBANCE
AREA OF DISTURBANCE 8,344 S.F.
(THIS AREA INCLUDES BUT IS NOT LIMITED TO
OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS
AND TEMPORARY DISTURBANCE SUCH AS VEHICLE
AND EQUIPMENT STAGING AREAS, CONSTRUCT/ON
WORKER FOOT TRAFFIC, SO!L/GRA VEL PILES, UTILITY
TRENCHES, BACKFILL CUTS AND SLOPE KEYWA YS}
CONSTRUCTION THREAT:
CONSTRUCT/ON THREAT TO STORM WATER QUALITY (CHECK BOX):
□ HIGH IZI MEDIUM
OWNER/APPLICANT:
NAME.· MARK FRANCIS
ADDRESS: 3385 BLODGETT DR., C. SPRINGS, CO 80919
TELEPHONE N0.:(719) 339-9011
EMERGENCY CONTACT:
NAME: MARK FRANCIS
ADDRESS: 3385 BLODGETT DR., C. SPRINGS, CO 80919
TELEPHONE N0.:(719) 339-9011
'i' ~o_wu_Ei_R(_sJ_'l_o_WN_ER_'s_A_c._'EN_T_N_AM_E_(s_,c_N_A ri_uR_EJ ___ DA_TE----------1 I SHlEET I CITY OF CARLSBAD I SHEETS I
ENGINEERING DEPARTMENT 2
Ii;. -~ ,-~ ---1, 'I,\'--
'I,\'-:
t' ,_' ,::: 1,,,--
NAME OF PREPARER: ADAM C. BROWN
QUALIFICATION OF PREPARE,__·_P._E_. ______ _
ADDRESS: 12211 W. ALAMEDA PKWY., SUITE 100
LAKEWOOD CO 80228
PHONE NO.: 720-502-4667
-------· --------·-·-
I I ~ ;; / /, j -~
;!!1 _I' J_~, l. /1Zkr{/'-1; tcJ---
SIGNATURE
85185
R.CE/CERT. NO.
3-31-18
UC. EXP. DATE
11/1/17
DATE
CITY STORM WATER POILUTION PREVENTION PLAN (SWPPP)
TIER2
PROJECTNAME:FRANCIS RESIDENCE
TITLE SHEET
PROJECT ID I DRAWING NO.
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APN 218-070-40
PARCEL 2 PM 19411
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PARCEL 1 PM 20880
(N) SINGLE FAMILY RESIDENCE
APN 215-070-51-00
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/ /
'. OVERALL STORM WATER POLLUTION PREVENTION PLAN
~';...._...;..__,;;;..;;...;....;;..;....;..__,;...;.....;....;;... _________ '"'.sscc=,AijL'.EE~: 11~" -;;j1:rio!' l•;:;_;-~~-=s~, ;:;;;:;;;;~=-~-jr
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APN 218-070-41
PARCEL 3 PM 19411
(E) SINGLE FAMILY RESIDENCE
APN 218-070-42
PARCEL 4 PM 19411
~----------------------< I SH2EET I CITY OF CARLSBAD I SHEETS I
ENGINEERING DEPARTMENT 2
NAME OF PREPARER: ___ '--'A-"-D'--'A~M~C~._B~R~O~W~N __
QUALIFICATION OF PREPARER_· _P_.E_. _______ _
ADDRESS: 12211 W. ALAMEDA PKWY., SUITE 100
LAKEWOOD CO 80228
PHONE NO.: 720-502-4667
,J ,: 1: ' ' I. ' I .J /i:"//f/l., 11& i ;_/.-i ..,__.__..-' (___,<-'v· ;_,.fc:..,,
SIGNATURE
85185
R.C.£./C£RT. NO.
3-31-18 11/1/17
UC. EXP. DAT£ DAT£
CITY STORM WATER POLLUTION PREVENTION PLAN (SWPPP)
TIER2
PROJECTNAME:FRANCIS RESIDENCE
TITLE SHEET
I PROJECT ID I DRAWING NO.
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GENERAL NOTES:
--------
1. PERMANENT VACUUM BREAKERS SHALL BE INSTALLED WITH ALL NEW HOSE BIBBS
2_ PROVIDE ULTRA LOW FLUSH TOILETS WITH A MINIMUM FLOW OF 1.28 GALLONS
PER MINUTE AND ON ALL NEW FAUCETS WITH A MAXIMUM FLOW OF 1.5
GALLONS PER MINUTE
3. ALL SHOWER HEADS TO HAVE MAXIMUM FLOW OF 2_0 GALLONS PER MINUTE
4. PROVIDE LAVATORY FAUCETS WITH A MAXIMUM FLOW OF 1.5 GALLONS PER
MINUTE
5. CALIFORNIA HEALTH AND SAFETY CODE, SECTION 17921.9 BANS THE USE OF
CHLORINATE POLYVINYL CHLORIDE (CPVC) FOR THE INTERIOR WATER SUPPLY
PIPING
6. THE CONTROL VALVES IN BATHROOM WHIRLPOOL BATHTUBS, SHOWERS, ANY TUB
AND SHOWER COMBINATIONS MUST BE PRESSURE BALANCED OR WITH
THERMOSTATIC MIXING VALVES PER CIC, SECTION 414.5 AND 418.0
7. ALL WATER PIPING CONNECTIONS SHALL BE LEAD FREE SOLDER
8. ALL ABS AND PVC PIPING AND FITTINGS SHALL BE ENCLOSED WITHIN WALLS AND
FLOORS COVERED WITH TYPE 'X' GYPSUM BOARD OR EQUIVALENT ASSEMBLIES
THAT PROVIDE THE SAME LEVEL OF FIRE PROTECTION, PROTECTION OF
MEMBRANE IS NOT REQUIRED
9_ ALL EXHAUST FANS AT BATHROOMS AND LAUNDRY ROOMS ARE TO PROVIDE A
MINIMUM OF (5) AIR CHANGES PER HOUR
10. ALL LOW-RISE RESIDENTIAL BUILDINGS ARE REQUIRED TO HAVE A
WHOLE-BUILDING VENTILATION SYSTEM AND SATISFY OTHER REQUIREMENTS TO
ACHIEVE ACCEPTABLE INDOOR AIR QUALITY (IAQ) PER 2016 RESIDENTIAL
COMPLIANCE MANUAL SECTION 4.6 (NEW CONSTRUCTION OR ADDITIONS> 1,000
SQ. FT.)
11. METHOD OF WHOLE HOME VENTILATION SHALL BE FORCED AIR SYSTEM-DUCT
DISTRIBUTION SYSTEM 75.96 CFM TH RU-OUT
12. AN ELECTRONICALLY SIGNED AND REGISTERED INSTALLATION CERTIFICATE(S)
(CF2R) POSTED BY THE INSTALLING CONTRACTOR SHALL BE SUBMITTED TO THE
FIELD INSPECTOR DURING CONSTRUCTION AT THE BUILDING SITE. A REGISTERED
CF2R WILL HAVE A UNIQUE (21) DIGIT REGISTRATION NUMBER FOLLOWED BY
FOUR ZEROS LOCATED AT THE BOTTOM OF EACH PAGE, THE FIRST (12) DIGITS OF
THE NUMBER WILL MATCH THE REGISTRATION NUMBER OF THE ASSOCIATED
CFlR. CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL FORMS CF2R ARE
REVIEWED AND APPROVED
13. AN ELECTRONICALLY SIGNED AND REGISTERED CERTIFICATE(S) OF FIELD
VERIFICATION AND DIAGNOSTIC TESTING (CF3R) SHALL BE POSTED AT THE
BUILDING SITE BY A CERTIFIED HERS RATER. A REGISTERED CF3R WILL HAVE A
UNIQUE (25) DIGIT REGISTRATION NUMBER LOCATED AT THE BOTTOM OF EACH
PAGE. THE FIRST (20) DIGITS OF THE NUMBER WILL MATCH THE REGISTRATION
NUMBER OF THE ASSOCIATED CF2R. CERTIFICATE OF OCCUPANCY WILL NOT BE
ISSUED UNTIL CF3R IS REVIEWED AND APPROVED
14. ALL PLUMBING FIXTURES AND FITTINGS WILL BE WATER CONSERVING AND WILL
COMPLY WITH THE 2016 CGBSC SECTION 4.303.1
15. PER 2016 CGBSC SECTION 4.303_1.3_2, WHEN A SHOWER IS SERVED BY MORE
THAN ONE SHOWER HEAD, THE COMBINED FLOW RATE OF ALL SHOWER HEADS
AND/OR OTHER SHOWER OUTLETS CONTROLLED BY A SINGLE VALVE SHALL NOT
EXCEED 2.0 GALLONS PER MINUTE AT 80 PSI, OR THE SHOWER SHALL BE DESIGNED
TO ONLY ALLOW ONE SHOWER OUTLET TO BE IN OPERATION AT A TIME.
HAN DH ELD SHOWERS ARE CONSIDERED SHOWER HEADS_
16. PER 2016 CGBSC SECTION 4.303.2, PLUMBING FIXTURES (WATER CLOSETS AND
URINAL) AND FIXTURES (FAUCETS AND SHOWER HEADS) SHALL BE INSTALLED IN
ACCORDANCE WITH THE CALIFORNIA PLUMBING CODE (CPC) AND TABLE 1701.1
OF THE CPC
17. PER 2016 CGBSC SECTION 4.503-1, ANY INSTALLED GAS FIREPLACE SHALL BE A
DIRECT-VENT SEALED-COMBUSTION TYPE. ANY INSTALLED WOOD STOVE OR
PELLET STOVE SHALL COMPLY WITH U.S. EPA PHASE II EMISSION LIMITS WHERE
APPLICABLE_ WOOD STOVES, PELLET STOVES AND FIREPLACES SHALL ALSO
COMPLY WITH APPLICABLE LOCAL ORDINANCES
18_ PER 2016 CGBSC SECTION 4.506_1 MECHANICAL EXHAUST FANS WHICH EXHAUST
DIRECTLY FROM BATHROOMS SHALL COMPLY WITH THE FOLLOWING:
a. FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO TERMINATE
OUTSIDE THE BUILDING
b. UNLESS FUNCTIONING AS A COMPLIMENT OF A WHOLE HOUSE
VENTILATION SYSTEM, FANS MUST BE CONTROLLED BY A HUMIDISTAT
WHICH SHALL BE READILY ACCESSIBLE. HUMIDISTAT CONTROLS SHALL BE
CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE OF 50
TO 80 PERCENT
19. ATTIC/UNDER FLOOR INSTALLATION MUST COMPLY WITH SECTIONS 904,908, AND
909 OF CALIFORNIA MECHANICAL CODE (CMC)
20. PROVIDE AN EMERGENCY ESCAPE AND RESCUE OPENING THAT COMPLIES WITH
ALL OF THE FOLLOWING:
a. MINIMUM NET CLEAR OPENING OF 5.7 SQ. FT. (5 SQ. FT. MINIMUM AT
GRADE FLOOR OPENINGS)
b. MINIMUM 20 INCH NET CLEAR OPENING WIDTH
c. MINIMUM 24 INCH NET CLEAR OPENING HEIGHT
d. BOTTOM OF CLEAR OPENING NOT GREATER THAN 44 INCHES MEASURED
FROM THE FLOOR (CRC R310.l)
21. SHOWER COMPARTMENTS AND BATHTUBS WITH INSTALLED SHOWER HEADS
SHALL BE FINISHED WITH A NONABSORBENT SURFACE THAT EXTENDS TO A
HEIGHT OF NOT LESS THAN 6 FEET ABOVE THE FLOOR
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FAMILY ROOM
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HARD SURFACE
CEILING @ 22' +
OPEN TO
ABOVE
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5020 FlX
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3040 CSMT
3020 FlX
HDR @ 96"
1« o·
DINING ROOM
15'6 X 13'8
HARD SURFACE
CBUNG @ 12'
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0 I /"-I DIS i/DW"-1
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14'8 X 15'11
HARD SURFACE
CEJLING @ 12'
5'-1 1/2"
4'-9 1/4"
ZERo-<:lfARANCEOOID:f-vrnr GAS FIREBOX TO EE
ll/lCC T-'GGED ANO N'PRO'B
3'-11"
3040 CSMT
3020 FlX
HOR @ 96'
3'-5 3/4"
L INSTANT HOT WATER HEATER
GARAGE
21'4 X 21'2
CONG SLAB
CEILING @ 12'+
~ = -'
3D80
lWIN
16060 OVERHEAD DOOR 8060 OVERHEAD DOOR ~~~~~=""'~~~~E=~='=~~~ ~=t====~ti-=-=l:
I
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1'-8" 16'-o" 1'-8"
29'-o"
]' r-o· 9• 3'-c/ ,-9'
9'-o·
58'-o"
MAIN LEVEL FLOOR PLAN
1/4" = 1'-o·
9" '-0-1' B" 1' 10• 2'-6'
1795 sq ft FINISHED
664 sq ft GARAGE
GUEST
14'6 X 14'0
CARPET
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Associates, Inc.
Denver, Colorado
P: 720.502.4667 I F: 303.974.1734
www.CrimsonEngineering.com
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GENERAL NOTES:
--·-----
1. THE CALIFORNIA GREEN BUILDING CODE APPLIES TO ALL RESIDENTIAL BUILDINGS
WHICH ARE UNDER THE JURISDICTION OF HCD. THIS INCLUDES ALL BUILDINGS
WITH THE FOLLOWING OCCUPANCIES: SINGLE FAMILY DWELLINGS, DUPLEXES,
HOTELS, MOTELS, APARTMENTS, CONDOMINIUMS, RAW HOMES, ETC.
2. CALIFORNIA GREEN BUILDING CODE APPLIES TO ALL NEW RESIDENTIAL
OCCUPANCIES INCLUDING LOW RISE AND HIGH RISE BUILDINGS. IT ALSO APPLIES
TO ALL RESIDENTIAL ALTERATIONS AND ADDITIONS WHERE THE ADDITION OR
ALTERATION INCREASES THE BUILDING'S CONDITIONAL AREA, VOLUME OR SIZE.
THE REQUIREMENTS APPLY ONLY TO WITHIN THE SPECIFIC AREA OF THE
ALTERATION OR ADDITION.
3. PLAN AND DEVELOP THE SITE TO KEEP SURFACE WATER AWAY FROM BUILDINGS.
CONSTRUCTION PLANS SHALL INDICATE HOW SITE GRADING OR A DRAINAGE
SYSTEM WILL MANAGE ALL SURFACE WATER FLOWS (CGBSC 4.106.3)
4. AUTOMATIC IRRIGATION SYSTEM CONTROLLERS INSTALLED AT THE TIME OF FINAL
INSPECTION SHALL BE WEATHER BASED (CGBSC 4.304.1)
5. JOINTS AND OPENINGS, ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES,
CONDUITS, OR OTHER OPENINGS IN PLATES AT EXTERIOR WALLS SHALL BE
PROTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSING SUCH OPENINGS
WITH CEMENT MORTAR, CONCRETE MASONRY OR SIMILAR METHOD ACCEPTABLE
TO THE ENFORCING AGENCY (CGBSC 4.406.1)
6. A MINIMUM OF FIFTY PERCENT OF THE CONSTRUCTION WASTE GENERATED AT
THE SITE IS DIVERTED TO RECYCLE OR SALVAGE PER CGBSC 4.408.1 AND CITY
ORDINANCE
7. BEFORE FINAL INSPECTION, A COMPLETE OPERATION AND MAINTENANCE
MANUAL SHALL BE PROVIDED TO THE BUILDING OCCUPANT OR OWNER.
CONTRACTOR OR OWNER SHALL SUBMIT AN AFFIDAVIT THAT CONFIRMS THE
DELIVERY OF THE MAINTENANCE MANUAL (CGBSC 4.410.1)
8. DUCT OPENINGS AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS
SHALL BE COVERED DURING CONSTRUCTION (CGBSC 4.504.1)
9. ADHESIVES, SEALANTS AND CAULKS SHALL BE COMPLIANT WITH voe AND OTHER
TOXIC COMPOUND LIMITS (CGBSC4.504.2)
10. PAINTS, STAINS AND OTHER COATINGS SHALL BE COMPLIANT WITH voe LIMITS
(CGBSC 4.504.2.2)
11. AEROSOL PAINTS AND COATINGS SHALL BE COMPLIANT WITH PRODUCT
WEIGHTED MIR LIMITS FOR voe AND OTHER TOXIC COMPOUNDS (CGBSC
4.504.2.3)
12. DOCUMENTATION SHALL BE PROVIDED TO VERIFY THAT COMPLIANTVOC LIMIT
FINISH MATERIALS HAVE BEEN USED. A LETTER FROM THE CONTRACTOR AND/OR
THE BUILDING OWNER CERTIFYING WHAT MATERIAL HAS BEEN USED AND ITS
COMPLIANCE WITH THE CODE MUST BE SUBMITTED TO THE BUILDING INSPECTOR
(CGBSC 4.504.2.4)
13. CARPET AND CARPET SYSTEMS SHALL BE COMPLIANT WITH voe LIMITS. A LETTER
FROM THE CONTRACTOR AND/OR THE BUILDING OWNER CERTIFYING WHAT
MATERIAL HAS BEEN USED AND ITS COMPLIANCE WITH THE CODE MUST BE
SUBMITTED TO THE BUILDING INSPECTOR (CGBSC 4.504.3)
14. EIGHTY PERCENT OF FLOOR AREA RECEIVING RESILIENT FLOORING SHALL COMPLY
WITH THE voe EMISSION LIMITS DEFINED IN THE COLLABORATIVE FOR HIGH
PERFORMANCE SCHOOLS (CHPS) LOW-EMITTING MATERIALS LIST OR BE CERTIFIED
UNDER THE RESILIENT FLOOR CONVERTING INSTITUTE (RCFI) FLOOR SCORE
PROGRAM (CGBSC 4.504.4)
15. PARTICLE BOARD, MEDIUM DENSITY FIBERBOARD (MDF), AND HARDWOOD
PLYWOOD USED IN INTERIOR FINISH SYSTEMS SHALL COMPLY WITH LOW
FORMALDEHYDE EMISSION STANDARDS. A LETTER FROM THE INSTALLER AND/OR
THE BUILDING OWNER CERTIFYING WHAT MATERIAL HAS BEEN USED AND
DOCUMENTING ITS COMPLIANCE WITH THE CODE MUST BE SUBMITTED TO THE
BUILDING INSPECTOR (CGBSC 4.504.5)
16. BUILDING MATERIALS WITH VISIBLE SIGNS OF WATER DAMAGE SHALL NOT BE
INSTALLED. WALL AND FLOOR FRAMING SHALL NOT BE ENCLOSED WHEN FRAMING
MEMBERS EXCEED 19% MOISTURE CONTENT
17. THE MOISTURE CONTENT OF BUILDING MATERIALS USED IN WALL AND FLOOR
FRAMING IS CHECKED BEFORE ENCLOSURE. MOISTURE CONTENT SHALL BE
VERIFIED BY EITHER A PROBE TYPE OR CONTACT TYPE MOISTURE METER. A
CERTIFICATE OF COMPLIANCE INDICATING DATE OF TEST, LOCATION, AND RESULTS
ISSUED BY THE FRAMER SUBCONTRACTOR OR GENERAL CONTRACTOR MUST BE
SUBMITTED TO THE BUILDING INSPECTOR (CGBSC 4.505.3)
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Denver, Colorado
P: 720.502.4667 IF: 303.974.1734
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GENERAL NOTES:
1. ROOF PITCH SHALL BE 3:12, TYP., UNO
2. ROOF MATERIAL SHALL BE CLASS A CONCRETE TILE OVER MIN. 40# FELT
UNDERLAYMENT
3. DECK AND STAIRS WATERPROOFING SHALL BE MERKO/MERCRETE ICC #2619
4. ROOF ATTIC VENTING TO BE PER 2016 CBC, WITH 1 SQ. FT. VENT AREA PER 150 SQ.
FT. OF ATTIC SPACE TO BE PROVIDED
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----------------------
1. VENT OPENINGS (ATTIC, UNDERFLOOR, COMBUSTION AIR, ETC.) SHALL BE
PROTECTED BY NON-COMBUSTIBLE, CORROSIVE RESISTANT MESH THAT MEETS
THE FOLLOWING REQUIREMENTS PER R327.6
A. INDIVIDUAL VENT OPENINGS SHALL NOT EXCEED 144 SQUARE INCHES
B. THE DIMENSIONS OF THE OPENINGS SHALL BE A MINIMUM OF 116" AND
SHALL NOT EXCEED 1 s"
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P: 720.502.4667 [ Fi 303.974.1734
www.CrimsonEngineering.com
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RIGHT SIDE ELEVATION
1/4" = 1'-o·
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12
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Crimson Engineering
Associates, Inc.
Denver, Colorado
P: 720.502.46671 F, 303.974.1734
www.CrimsonEngineering.com
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