HomeMy WebLinkAboutDWG 547-1; CDP 2023-0052; NORMANDY BEACH HOMES; 01-04J:\ACTIVE JOBS\4061 RINCON-NORMANDY LANE\CIVIL\DRAWING\IMPROVEMENT PLANS
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TYPE DESCRIPTION OWNERSHIP AGREEMENT FREQUENCYMAINTENANCEMAINTENANCE
STORMWATER REQUIREMENTS THAT APPLY:
STANDARD STORMWATER REQUIREMENTS
PRIORITY PROJECT REQUIREMENTS
YES
NO
EXEMPT FROM
YES
NO
EXEMPT FROM TRASH CAPTURE?HYDROMODIFICATION?
FIRM: PASCO, LARET, SUITER, AND ASSOCIATES, INC.
ADDRESS: 1911 SAN DIEGO AVE, SUITE 100
CITY, STATE: SAN DIEGO, CA 92110
TELEPHONE: (858) 259-8212
BY:
R.C.E. NO.:
BRYAN KNAPP, PE
86542
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 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 CARLSBADDOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN.
DATE:
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY FIELD SURVEY METHODS FROMINFORMATION GATHERED ON: JUNE 19, 2023BY: BAKER LAND SURVEYSTOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS.
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S): 203-023-06-00
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N 1012 E 5293
ADDRESS: 260 NORMANDY LANE, CARLSBAD, CA 92008
SIGNATURE DATE
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN ORWILL 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 ASTATE-REGULATED SWQMP, I (WE) ALSO AGREE A QUALIFIED SWQMP PRACTITIONER QSP HASBEEN OR WILL BE RETAINED TO SUPERVISE IMPLENTATION OF THE SWPPP IN ACCORDANCEWITH THE CALIFORNIA CONSTRUCTION ORDER AND MUNICIPAL PERMIT, LATEST VERSION.
DESCRIPTION:
LOCATION:
RECORDED:
ELEVATION:DATUM:
NAME:
ADDRESS:
PHONE NO.:
NGVD 29
1 TITLE SHEET / NOTES2 PUBLIC IMPROVEMENT PLAN AND PROFILE3 TIER 2 SWPPP TITLE SHEET4 TIER 2 SWPPP
20.04'
500' SOUTH OF THE CARLSBAD BLVD BRIDGE OVER RAIL ROAD TRACKS AND10' EAST OF THE RAILROAD TRACKS. POINT IS KNOWN AS BM-OC 155, CITY OFCARLSBAD BENCHMARK NO. 129 PER CITY OF CARLSBAD SURVEY CONTROLNETWORK.
BC= BOTTOM OF CURB
BS= BOTTOM OF STAIRBW= BOTTOM OF WALLFS = FINISHED SURFACEFG = FINISHED GRADEFF = FINISHED FLOOR ELEVATIONPER ARCHITECTFL = FLOWLINE
FS = FINISHED SURFACE
GF = FACE OF GARAGE ELEVATIONIE = INVERT ELEVATIONTC = TOP OF CURBTG = TOP OF GRATETW = TOP OF WALLTS= TOP OF STAIRT.CAP.= TRASH CAPTURE
DWG 462-4DWG 500-1A
THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, REMEDIALGRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENTLANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS ANDREPORTS, 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.
260 NORMANDY LANE
CARLSBAD CA 92008
APN 203-023-06-00
5315 AVENIDA ENCINAS, SUITE200 CARLSBAD, CA 92008
MAP 1762
1. CARLSBAD MUNICIPAL CODE2. CITY OF CARLSBAD ENGINEERING STANDARDS
3. THIS SET OF PLANS4. RESOLUTION NO 7510, AND 7511 DATED 05/01/20245. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKSCONSTRUCTION (GREEN BOOK)6. SOILS REPORT AND RECOMMENDATIONS BY: GEO TEK, INC.JOB NO.: 3947-SD , AND 3948-SD DATED 10/13/2023 LETTERS7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS
MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS.
8. CALIFORNIA COASTAL COMMISSION DEVELOPMENTPERMIT CONDITIONS DATED _________
9. ENVIRONMENTAL APPROVAL DOCUMENTSDATED________________________________10. STORM WATER POLLUTION PREVENTION PLAN (TIER 3)PREPARED BY: ___________, WDID NO. _____________11. STORM WATER QUALITY MANAGEMENT PLANPREPARED BY: ___________ DATED: __________, REVISED:__________12. CALIFORNIA STORM WATER QUALITY ASSOCIATIONBMP CONSTRUCTION HANDBOOK AND CALTRANSCONSTRUCTION SITE BMP MANUAL
N/A
3-INCH IRON DISK IN CONCRETE SIGNAL BASE
(949) 637-3254
KEVIN DUNN FOR: 260 NORMANDY, LLC
LOTS 38 AND 39 OF GRANVILLE PARK, IN THE CITY OF CARLSBAD, COUNTY OF SAN
DIEGO, STATE OF CALIFORNIA, ACCORDING TO THE MAP THEREOF NO. 1782, FILED INTHE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, FEBRUARY 21, 1927
APN 203-023-06-00
NOV 2001
260 NORMANDY, LLC TRUSTEE OFCONTACT : KEVIN DUNN8/20/2024
*AS MODIFIED BY CITY OFCARLSBAD STANDARDS
ABBREVIATION:SDRSD - SAN DIEGO REGIONAL STANDARD DRAWINGCMWD - CARLSBAD MUNICIPAL WATER DISTRICT
* NOTE: MODIFIED PER CITY OF CARLSBAD STANDARD
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OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND
BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNTOF $2,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCECOMPANY WRITING THE POLICY MUST HAVE A RATING OF "A-" OR BETTERAND A SIZE CATEGORY OF CLASS VII OR BETTER AS ESTABLISHED BY "BESTS" KEY
IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DATE OF THEIMPROVEMENT AGREEMENT.
OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THEAPPROPRIATE SHEET OF THE PLANS AND TITLE SHEET.
THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
(A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTIONCURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OFCALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILSMECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERINGINSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE
SIGNED BY THE CITY ENGINEER.
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THECITY.
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDINGSHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWINGTHE DESIGN OF SHORING, BRACING SLOPE OR OTHER PROVISIONS TO BE MADEOF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THEEXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATIONTHEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') ORMORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNEDAGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEMSTANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A
ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE
RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER
UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENTFROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUEPRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS ANDANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN.
AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTIONPLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITHTHE PROPOSED WORK.
LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIRFACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT (DIG ALERT) SDG&E AT&T SPECTRUM CABLE
CITY OF CARLSBAD(STREETS AND STORM DRAIN) CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER)
OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THECARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITYSTANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAYPERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALLREVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-
5.NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM
6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED
7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL
THE CITY AND OTHER APPROPRIATE AGENCIES.
8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS
10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF:
13. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BEMADE 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 MADETHE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.
14. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR
15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING
BLASTING PROGRAM AND BLASTING PERMIT.
18. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDINGWARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS,EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATEDGRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND6:00 P.M. EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADINGOPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITYHOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.)
19.ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THECITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OFWORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGEOCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THEGRADING OPERATION.
DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, AND THEPERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTARTUNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITYENGINEER TO DO SO.
22. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES
23. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITYOF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS.
CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS
WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TOTHE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS.
12. A PRECONSTRUCTION MEETING SHALL BE HELD AT THE SITE PRIOR TO THEBEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVESRESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALLOTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETINGBY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE (5) WORKINGDAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLEPRIOR TO SCHEDULING.
REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHAEXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO
20. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED
17. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE
21. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN
( ABOVEGROUND AND UNDERGROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANYWORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
REQUIRE WRITTEN PERMISSION FROM THE DISTRICT ENGINEER.
DEPUTY CITY ENGINEER AND THE UTILITY OPERATIONS' PUBLIC WORKS MANAGER.OBTAINED FROM THE C.M.W.D. OFFICE AND MUST BE SIGNED AND APPROVED BY THE CITY OF CARLSBAD'S
STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK - ANY EXCEPTIONS SHALL4. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT, ALL EXISTING TREES AND
2. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M.W.D. LINES, A PERMIT SHALL BE
THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LATEST EDITION) VOLUMES 2 & 3.1. WATER & RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH
6. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF THE FIRE LINE LOCATEDBETWEEN THE DETECTOR CHECK VALVE AND BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIREMARSHAL.
7. ALL POTABLE WATER SERVICES SHALL BE 1" AND ALL METERS SHALL BE 1" (UNLESS OTHERWISE NOTED ONPLANS).
5. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODICPROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THATPROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER ANALTERNATIVE FORM OF PROTECTION.
EXCAVATION.
COX COMMUNICATIONS
8. ALL WATER METER BOXES SHALL BE 17" X 30" X 12" POLYMER CONCRETE AS MANUFACTURED BYARMORCAST OR EQUAL (UNLESS OTHERWISE NOTED ON PLANS).
9. MINIMUM SPACING BETWEEN POTABLE WATER SERVICES AND SEWER LATERALS SHALL BE 10 FEET.
10.THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE GRADE.
11. CONSTRUCTION OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO THE "CRITERIA FOR THESEPARATION OF WATER MAINS AND SANITARY SEWERS" PUBLISHED BY THE STATE OF CALIFORNIA'S DEPARTMENTOF HEALTH SERVICES.
811(800)411-7343(619)237-2787(800)227-2600
(760)434-2980(760)438-2722
(619)262-1122
RATING GUIDE.
3. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION DEPARTMENT 48 HOURSPRIOR TO STARTING WORK SO THAT INSPECTION MAY BE PROVIDED - TELEPHONE NO. (760)438-3891.
12. AXIAL DEFLECTION AT THE PIPE JOINTS IS NOT ALLOWED. THE USE OF A HIGH-DEFLECTION COUPLING AT APIPE JOINT MAY BE PERMITTED BY THE INSPECTOR ON A CASE BY CASE BASIS NOT TO EXCEED 4 DEGREESTOTAL DEFLECTION PER COUPLING (2 DEGREES/EACH GASKET). USE CERTAINTEED "VINYL-IRON" H.D. FOR C900.
CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBITWASTE DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE SATISFACTION
24. IN ACCORDANCE THE CITY STORM WATER STANDARDS ALL STORM DRAIN INLETS
OF THE CITY ENGINEER.
13. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BEREQUIRED.
14. NO CUTTING OF ASBESTOS CEMENT PIPE (ACP) IS PERMITTED. CONTRACTOR SHALL REMOVE ACP TONEAREST COUPLING AND INSTALL ACP X PVC ADAPTORS AND THE NECESSARY PVC SIZE AND CLASS PIPE TOINSTALL THE TEE AT THE STATION.
15. PRIOR TO BACKFILL, INSTALL TRACER WIRE ON TOP OF PIPE AND SECURE IN PLACE WITH 2-INCH WIDEPLASTIC ADHESIVE TAPE AT MAXIMUM 10-FOOT INTERVALS. WIRE TO ENTER VALVE STANDS BY MEANS OFDRILLED HOLE IN PIPE STAND WALL JUST BELOW 4TTBOX. WIRE IS NOT TO INTERFERE WITH IS NOT TO INTERFEREWITH VALVE NUT OPERATION. RUN TRACER WIRE CONTINUOUSLY ALONG PIPE AND TERMINATE IN ADJACENT
VALVE BOXES FOR BURIED ASSEMBLIES OR BURIED VALVES. WHERE BURIED SPLICES OCCUR, USE ANELECTRICAL EPOXY RESIN SUCH AS SCOTCHCAST, OR APPROVED EQUAL. PROVIDE 24 INCHES OF COILED WIREAT ACCESS POINTS FOR ATTACHMENTS OF PIPE LOCATING EQUIPMENT. EACH INSTALLED RUN OF PIPE SHALL
BE CAPABLE OF BEING LOCATED USING THE TRACER WIRE. PROTECT WIRE INSULATION FROM DAMAGE
DURING INSTALLATION AND BACKFILLING. WIRE INSULATION THAT IS BROKEN, CUT, OR DAMAGEDSHALL BE REPLACED. TRACER WIRE SHALL BE AWG NO. 8 STRANDED COPPER WIRE WITH HIGH MOLECULARWEIGHT POLYETHYLENE (HMW/PE) INSULATION SPECIFICALLY DESIGNED FOR DIRECT BURIAL IN CORROSIVESOIL OR WATER. POLYETHYLENE INSULATION SHALL CONFORM TO ASTM D 1248, TYPE 1, CLASS C. WIRES WITHCUT OR DAMAGED INSULATION ARE NOT ACCEPTABLE AND REPLACEMENT OF THE ENTIRE WIRE WHICH HASBEEN DAMAGED WILL BE REQUIRED AT THE CONTRACTOR'S EXPENSE.
1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNING AND STRIPING.2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE CALIFORNIA MANUAL ONUNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2009 REVISION 1 AND 2, AS AMENDED FOR USE INCALIFORNIA), CALTRANS STANDARD SPECIFICATIONS (2018 OR LATEST VERSION THEREOF), THESEPLANS AND THE SPECIAL PROVISIONS.3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE TRANSPORTATION DIRECTOR ORHIS REPRESENTATIVE, PRIOR TO INSTALLATION.4. ANY DEVIATION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE ENGINEER OF
WORK AND TRANSPORTATION DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD.5. ALL SIGNING AND STRIPING SHALL BE REFLECTIVE PER CALTRANS SPECIFICATIONS. STRIPING SHALLBE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL USE ENCAPSULATED LENSREFLECTIVE SHEETING (HIGH INTENSITY OR EQUAL).6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND MARKINGSWITHIN A 500' PERIMETER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TO A "LIKE NEW"CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR.7. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY TRANSPORTATION
DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION.8. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BYGRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR.9. ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OF THE CALTRANS STENCILS.10. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HAVE 10' INSIDEDIMENSION UNLESS OTHERWISE SPECIFIED.11. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE
THERMOPLASTIC UNLESS OTHERWISE SPECIFIED.
12. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2009 REVISION 1 AND 2, AS AMENDED FOR USE INCALIFORNIA) AND SAN DIEGO REGIONAL STANDARD DRAWING M-19.13. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW.14.ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFICCONTROL DEVICES (FHWA'S MUTCD 2009 REVISION 1 AND 2, AS AMENDED FOR USE IN CALIFORNIA)UNLESS OTHERWISE SPECIFIED.15. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER SAN DIEGO
REGIONAL STANDARD DRAWING M-45.16. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY OF CARLSBADMOUNTING BRACKET WITH STRAPS.17.EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR TO THECITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK AVENUE.18. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THECONTRACTOR EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS EXISTING TO BE RELOCATED OR TOREMAIN.19. (IF NECESSARY) WHERE R4-7 SIGN AND OM1-3 OBJECT MARKER ARE TO BE INSTALLED IN A 2-FOOT
WIDE MEDIAN NOSE, THE R4-7 SIGN SHALL BE 18"X24" AND THE OM1-3 OBJECT MARKER SHALL BE 12"X12"
1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE TESTS HAVE BEEN CONDUCTED BYA PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELDOF APPLIED SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE "R" VALUE TESTS AND THEENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO THE ENGINEERING INSPECTOR FOR REVIEW
AND APPROVAL A MINIMUM OF TWO (2) CITY WORKING DAYS BEFORE THE WORK BEGINS.2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS, UNDERGROUND CONDUIT RUNS, SERVICEPOINTS AND HAND-HOLES SHALL BE SHOWN ON THE "AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHTFOUNDATIONS WILL BE ALL LUMINAIRES SHALL BE "CUT OFF" TYPE ALLOWED.3. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS,CROSS GUTTERS OR SURFACING OF STREETS.4. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED WITHIN TWENTY FEET OFBUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE
PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER.5. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIA ADMINISTRATIVECODE.6. STREET TREES SHALL BE INSTALLED PER SECTION VI OF THE CITY OF CARLSBAD LANDSCAPE MANUAL.7. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS OF WORK OF THIS PLAN PERSDRSD DWG M19.8. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE REESTABLISHED,PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT.
9. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR.10. STREET LIGHTS SHALL BE 5,500 LUMEN (40 WATT) OR 13,700 PUPIL LUMEN (100 WATT) HIGH EFFICIENCYINDUCTION LIGHTS.
1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OFCARLSBAD ENGINEERING STANDARDS (LATEST EDITION), VOLUME 1- GENERAL DESIGN STANDARDS,CHAPTER 6-DESIGN CRITERIA FOR GRAVITY SEWER LINES AND APPURTENANCES, AND VOLUME 3 -STANDARD DRAWINGS AND NOTES AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKSCONSTRUCTION, LATEST EDITION (GREEN BOOK).2. BEFORE ANY CONNECTION TO THE CITY'S EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROMTHE CITY. IT MUST BE SIGNED AND APPROVED BY THE CITY ENGINEER AND SUPERINTENDENT.
3. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL
BE REQUIRED.
16. CONTRACTOR TO SUBMIT E-28 FORM TO CM+I MINIMUM 2 WEEKS PRIOR TO ANY SCHEDULED WATER SHUT DOWN
BLASTING PROGRAM AND BLASTING PERMIT.16. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED
REVIEWED BY:
DATEINSPECTOR
DATE
"AS BUILT"
ENGINEERING DEPARTMENT
RCE EXP.
NORMANDY BEACH HOMES
260 NORMANDY LANE
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1
2
CDP 2023-0052 547-1
ROW 2024-0224
PROPERTY BOUNDARY
CENTERLINE OF ROAD
ADJACENT PROPERTY LINE
PUBLIC RIGHT-OF-WAY
EXISTING CONTOUR LINE
PROPOSED CONTOUR LINE
PROPOSED DIRECTION OF FLOW
INSTALL 6"X16" 0-HT PCC FLUSH CURB
INSTALL 4" AC PAVEMENT OVER 6"CLASS II AB BASE
TRENCH & AC RESTORATION
2" GRIND AND OVERLAY
PROPOSED ELECTRIC CONDUIT PERDRY UTILITY PLANS
INSTALL 1" METER W/ FIRE SERVICE &BACKFLOW
INSTALL 4" SEWER LATERAL @ 2.0%
EXISTING SEWER LATERAL TO BEREUSED; PROTECT IN PLACE
EXISTING FENCE
EXISTING WATER MAIN (SIZE PER PLAN)
EXISTING SEWER MAIN (SIZE PER PLAN)
EXISTING GAS MAIN (SIZE PER PLAN)
X X
W W
S S
G G
64
64
S S
W W
S
CMWD W-5
CITY OF
CARLSBAD S-7
S S S
N/A
N/A N/A
N/AN/AN/A
PER SEPARATE
WORK ORDER E E
2 EA
1 EA
80 LF
345 SF
PLOT DATE: 8/20/2024
PLSA 4061
CUT: - CY
FILL: - CY
IMPORT: - CY
EXPORT: - CY
REMEDIAL: 20 CY
CITY OF CARLSBADGS-26, GS-27,
375 SF
100 LF
8/29/2024
CDP 2023-0054
GS-26, GS-27, GS-28CITY OF CARLSBAD
S (G)
LETTERS SUPPLEMENTAL 23 , WD DATED 09 WITH NO23 , W LETTERS LETTERS SUPPLEMENTAL DATED 10/13/2023 23 , WAND 3948-093 AND 3948-093 002 ,
LO
LO
GENERAL NOTES STREET NOTES SIGNING AND STRIPING NOTES WORK TO BE DONE
\\ \, I
• g\ ) -~ 1 I r
.. . ✓
\ \ \ /
\
,,
t -
\
SEWER NOTES 1' LEGEND
I DESCRIPTION STD. SYMBOL QUANTITY --
-
PROJECT ADDRESS ABBREVIATION LEGEND
WATER NOTES
REFERENCE DRAWINGS
INDEX OF SHEETS
DECLARATION OF RESPONSIBLE CHARGE (SHEETS 1-4) E'._,,-/ _,,-/_,,-/_,,-/_,,-//.,.,I
I
[7/////////////1
OWNER/DEVELOPER ~-? --"~ol'ESS/o½ ,C.
fS' ~ ~tlDRfiy~ '(
0'-1. 1'. ~ --0 (;;~ '¾".:.
-;z ~ No. 86542 ~ --0 ex:: Exp. 03/31/25 ;o LEGAL DESCRIPTION
* * J'~(f CJ VI I.. r;J;~"
OF CAI..I~
EARTHWORK QUANTITIES
OWNER'S CERTIFICATE
fl-~ ..
SOURCE OF TOPOGRAPHY
-
PROJECT LOCATION
PREPARED BY:
PASCO LARET SUITER
BENCH MARK & ASSOCIATES
San Diego I Encinitas I Orange County
Phone 858.259.8212 I www.plsaengineering.com
I SHEET II CITY OF CARLSBAD 11 SHEETS I
~ ~ ~
IMPROVEMENT PLANS FOR:
111LE SHEET
APPROVED: JASON S. GELDERT
ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 DAlE
DWN BY:
I PROJECT NO. I DRAWING NO. DAlE INITIAL DAlE INITIAL DAlE INITIAL CHKD BY:
ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APf'ftOVAL RVWD BY:
Docusign Envelope ID: 8126375F-7852-4C1B-8475-0A278C4617C3
9/26/2024
NOTE: UTILITIES ARE KNOWN TO EXIST IN THE AREA. THECONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARYMEASURES TO PROTECT ANY EXISTING UTILITIES OR
STRUCTURES LOCATED AT THE WORK SITE.
EXISTING UTILITIES ARE SHOWN PER AVAILABLE RECORDINFORMATION. CONTRACTOR TO VERIFY SIZE, DEPTH,LOCATION, AND MATERIAL PRIOR TO CONSTRUCTION.
CONSTRUCTION NOTES
1 EXISTING SURVEY MONUMENT SHALL BE PROTECTED IN PLACE. MONUMENT SHALL BE REPLACED BY A
LICENSED LAND SURVEYOR WHO SHALL FILE A CORNER RECORD WITH THE COUNTY IF DISTURBED OR
DESTROYED
TRENCH RESURFACING OF AC PAVEMENT PER CITY OF CARLSBAD STANDARDS GS-26, GS-27, GS-28
INSTALL 4" SEWER LATERAL @ 2% MIN PER CITY OF CARLSBAD STANDARD DETAIL S-7 W/4" SEWER LATERAL
CLEANOUT WITH 12" CAST IRON LID AT PL
EXISTING 4" SEWER LATERAL AND CLEANOUT TO BE RE-USED FOR LOT 39; SEE SEWER LATERAL NOTE THIS
SHEET
INSTALL 1" METER W/ FIRE SERVICE & 1" BACKFLOW PER CMWD STD W-5
INSTALL AC PAVEMENT. SEE DETAIL THIS SHEET
3" GRIND AND OVERLAY
INSTALL 6"X16" 0-HT PCC FLUSH CURB
3
4
5
6
GRAPHIC SCALE: 1" = 5'
0 5'10'15'
J:\ACTIVE JOBS\4061 RINCON-NORMANDY LANE\CIVIL\DRAWING\IMPROVEMENT PLANS 9/24/2024
PLAN VIEW - PUBLIC IMPROVEMENTS
SCALE: 1" = 5' HORIZONTALSITE NOTES
1. EXISTING SURVEY MONUMENTS THAT ARE DISTURBED OR DESTROYEDDURING CONSTRUCTION SHALL BE REPLACED BY A LICENSED LANDSURVEYOR AND A CORNER RECORD OF SURVEY SHALL BE FILED WITH THECOUNTY.
2. ALL UTILITIES SHOWN HEREON ARE PER BEST AVAILABLE RECORDS.
CONTRACTOR SHALL POTHOLE TO DETERMINE THE EXACT HORIZONTALAND VERTICAL LOCATION PRIOR TO CONSTRUCTION. CONTRACTOR SHALLNOTIFY ENGINEER OF RECORD UPON DISCOVERY OF ANY DISCREPANCIES.
3. ALL STREET SIGNS, LIGHTS, LAMPS, UTILITIES, ETC. LOCATED WITHIN THEPUBLIC RIGHT-OF-WAY SHALL BE PROTECTED IN-PLACE DURINGCONSTRUCTION OR REPLACED TO THE SATISFACTION OF THEDEVELOPMENT SERVICES DEPARTMENT.
4. ALL GRIND AND OVERLAYS SHOWN HEREON PER GS-27 WILL BE MODIFIED
TO INCUR A 2" GRIND AND OVERLAY .
SEWER LATERAL NOTE:UPON START OF CONSTRUCTION,CONTRACTOR TO FIELD VERIFY CONDITIONOF EXISTING SEWER LATERAL AND NOTIFY
ENGINEER OF RECORD IF CONDITION IS
NON-SATISFACTORY
STORM WATER REQUIREMENTS NOTES
THE PROPOSED PROJECT WILL COMPLY WITH ALL THE REQUIREMENTS OFCURRENT CITY OF CARLSBAD STORM WATER STANDARDS AND THE REGIONAL
MUNICIPAL SEPARATE STORM SEWER SYSTEM (MS4) PERMIT. THE PROPOSED
PROJECT PROPOSES NEW AND / OR REMOVAL AND REPLACEMENT OF LESS THAN5,000 SF OF IMPERVIOUS AREA AND WILL THUS BE CONSIDERED A STANDARDDEVELOPMENT PROJECT FOR STORM WATER PURPOSES.
REVIEWED BY:
DATEINSPECTOR
DATE
"AS BUILT"
ENGINEERING DEPARTMENT
RCE EXP.
NORMANDY BEACH HOMES
260 NORMANDY LANE
BAK
PA
S
C
O
,
L
A
R
E
T
,
S
U
I
T
E
R
&
A
S
S
O
C
I
A
T
E
S
19
1
1
S
A
N
D
I
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G
O
A
V
E
,
S
U
I
T
E
1
0
0
,
S
A
N
D
I
E
G
O
,
C
A
9
2
1
1
0
PH
:
(
8
5
8
)
2
5
9
-
8
2
1
2
F
A
X
:
(
8
5
8
)
2
5
9
-
4
8
1
2
CDP 2023-0052 547-1
ROW 2024-0224 CDP 2023-0054
PA
V
E
M
E
N
T
E
D
G
E
SA
W
C
U
T
L
I
N
E
PER PLAN
STRUCTURAL PAVEMENT
(MIN. 4" AC OVER 6" CLASS II AB OVER NATIVE
SUBGRADE COMPACTED TO 95% REL. COMP.)
TO BE VERIFIED BY GEOTECHNICAL ENGINEERBASED ON FIELD OBSERVED R-VALUES;SEE STREET NOTE 1, SHEET 1
COLD PLANE AND OVERLAY
(3" MIN. DEPTH) TO PROVIDE
SMOOTH TRANSITION
EXISTING AC
PAVEMENT
6"
A
B
(T
Y
P
)
DETAIL: AC PAVEMENT
NOT TO SCALE
12" MIN
STREET CENTERLINE DATA TABLE - NORMANDY LANE
NO BEARING/DELTA LENGTH RADIUS COMMENTS
1 C PUBLIC ROADL--N 54°15'57" E 140.42'
2+00 2+50
36 CL
44 CL
7
8
40 CL
UTILITY NOTE:REMOVE EXISTING WATER SERVICE PER CITY OFCARLSBAD STANDARD SPECIFICATION 15000-3.12 B.6 & 7.CORPORATION STOP TO REMAIN AND BE CLOSED AND
WATER SERVICE PIPING TO BE DISCONNECTED FROM THE
MAIN. METER BOX, CURB STOP, AND SERVICE PIPING TO BEREMOVED MINIMUM 24" BELOW FINISHED GRADE.
NO.BEARING/DELTA LENGTH IE @ PL
SEWER LATERAL DATA TABLE - NORMANDY LANE
N 35° 44' 04" W 4.56'
UPSTREAMMH ELEV.
(47.8)
IE @ MAIN
38.0 39.3
BLDG FFELEV.
45.0
BACKWATERVALVE REQ.
YES1
PL
(N 35° 44' 03" W) (~4.50')(47.8)(~37.2) (~38.5)45.0 N/A2
PROPOSED / EXISTING
PROPOSED
EXISTING
2 4
6" X 16" DEEP
0" HEIGHT PCCFLUSH CURB
2
44 TC
40 TC
44 TC
2+00 2+50
2% MIN.
CURB DATA TABLE - NORMANDY LANE
NO BEARING/DELTA LENGTH RADIUS COMMENTS
6"X16" 0-HT CURB--N 54°15'57" E 50.2'1
--N 54°15'57" E 49.2'2 6"X16" 0-HT CURB
36 CL
44 CL
40 CL
40 TC
48 CL
48 TC
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE
OEOEOEOEOE
OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE
OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE
OEOEOE OEOEOEOEOEOEOEOE
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S
S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
W
W
SS
S
W
W
W
W
S
X
X
X
X
G
GXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X
X
X
X
X
X
X
X
X
X
X
X
2.0%
NORMANDY LANE
2.2%
4.
7
'
15
.
3
'
10
.
0
'
ROWROW
ROW
±3
.
0
'
APN 203-023-06-00 APN 203-023-06-00
APN 203-023-09-00APN 203-023-04-00
PROJECT SITE
(SEE SEPARATE BLDG PLANS; CBR2024-
0976 & 1140 FOR ONSITE IMPROVEMENTS)
APN 203-023-16-00 APN 203-023-13-00 APN 203-023-12-00 APN 203-023-31-00
2+00 1
(2.8%)(2.5%)(2.6%)
2.
0
%
2.6%
(2
.
0
%
)
2.
0
%
(2
.
0
%
)
(1
.
0
%
)
20
.
0
'
10
.
0
'
N54°15'57"E 50.22'N54°15'57"E 50.22'
1 ±3
.
0
'
10.0'
2
ROW
2+50
1 2
43.6 FS
6
42.5 FS
6
43.15 FS 42.95 FS
1 1
ST
A
.
2
+
5
0
.
0
5
~
2
.
5
0
'
R
T
CO
N
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E
C
T
T
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E
X
I
S
T
.
6"
A
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W
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A
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A
.
1
+
9
0
.
4
2
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.
5
0
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R
T
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I
S
T
.
6"
A
C
W
A
T
E
R
M
A
I
N
5
5
6
3 4
LIMIT OF EX ASPH.
PAVEMENT
LIMIT OF EX ASPH.
PAVEMENT
LIMIT OF EX ASPH.
PAVEMENT
ST
A
.
1
+
7
3
.
1
6
~
8
.
5
5
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L
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;
PR
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R
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)
STA. 2+10.40 ~10.06' LT
43.37 RIM
39.3 IE
2
6
ST
A
.
2
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4
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0
5
~
2
.
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0
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EX WALL TO BEPROTECTED INPLACE
6
6
ST
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7
2
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7
~
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EX ABANDONED 8" VCP
SWR MAIN
EX 8" PVC SWR MAIN(DWG 462-4)
EX 1-1/4"
GAS MAIN
EX 6" AC
WATER MAIN
EX ABANDONED 8" VCP
SWR MAIN
EX 8" PVC SWR MAIN(DWG 462-4)
EX 1-1/4"
GAS MAIN
EX 6" ACWATER MAIN
EX OHE LINES
TO REMAIN
EX OHE LINES TO
REMAIN
EX AC PAVEMENT
TO REMAIN
ST
A
.
2
+
5
0
.
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~
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EX FENCE TO BE
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EX 0" PCC FLUSHCURB
EX LIMIT OF AC
PAVEMENT
ST
A
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+
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1
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3
3
~
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.
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0
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7
(
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5'X5'
WELDHOLE
7
2
7
C/LPL R/W
EX. 6" AC WATERTO REMAIN
EX. 8" PVC SEWERPER DWG 462-4TO REMAINNORMANDY LANE TYPICAL SECTION
NOT TO SCALE
EX. AC PAVEMENT TO REMAIN
EX. PCC WALKTO REMAIN
EX. 1-1/4" GAS TO REMAIN
EX. ABANDONED 8" VCPSEWER
7.5'
10.0'
5.5'
3.5'
10.0'
2.5'
EX. BRICK TO BE REMOVEDAND REPLACED WITH AC PAVEMENT
VARIESVARIES
±3.0'
PROFILE VIEW - TOP OF 0-HT CURB -LEFT
SCALE: 1" = 5' HORIZONTAL; 1" = 4' VERTICAL
2.0%
2.2%2.6%
ST
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1---+---+----------------ll---+---l-----l-----l IMPROVEMENT PLANS FOR:
111LE SHEET 1-----1---+----------------ll----l----l-----l--------l APPROVED: JASON S. GELDERT
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DATE INITIAL DATE INITIAL OWN BY: --1 PRO.ECT NO. I DRAWING NO. 1----'---+-----L..----1 CHKD BY: --
DlHER APPROVAL CITY APf'ftOVAL RVWD BY: _
DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
Docusign Envelope ID: 8126375F-7852-4C1B-8475-0A278C4617C3
9/26/2024
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J:\ACTIVE JOBS\4061 RINCON-NORMANDY LANE\CIVIL\DRAWING\IMPROVEMENT PLANS
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DATEINSPECTOR
DATE
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CDP 2023-0052 547-1
ROW 2024-0224
3 4
8/29/2024
8/29/2024
CDP 2023-0054
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TIER 2 CITY STORM WATER POLLUTION
STORM WATER POLLUTION PREVENTION NOTES PREVENTION PLAN (TIER 2 SWPPP) GENERAL SITE MANAGEMENT REQUIREMENTS
THE FOLLOWING GE:NERAL SITE MANAGEME:NT RE:QUIREMENTS SHALL BE ADHERED TO
THROUGHOUT THE DURA T/ON OF THE CONSTRUCT/ON WORK (YEAR ROUND).
EROSION CONTROL HYDROSE:£0/NG, PLANTING AND /RR/GA TION
1. ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA T/ON SHALL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT: KEVIN DUNN FROM: 260 NORMANDY BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD
LLC AT (TEL.NO.) 949.637.3254. SPE:CIFICA T/ONS AND THE FOLLOWING:
2. DEVICES SHOWN ON CITY APPROVED PLANS SHALL NOT BE MOVED OR MODIFIED A HYDROSEEDING SHALL BE APPUED TO: BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 1 All SLOPES THAT ARE: GRADED 6: 1 {HORIZONTAL TO VERTICAL} OR
STEEPER WHEN THEY ARE: 3. THE CONTRACTOR SHALL RE:STORE ALL EROSION CONTROL DE:VICE:S TO WORKING ORDER a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO PUBLIC Erosion Control Tracking Non-Storm Water Waste Management and Materials TO THE SA T/SFACT/ON OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. WALL OR STREET. BMPs Sediment Control BMPs Control BMPs Management BMPs Pollution Control BMPs
4. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE b. All SLOPES 4 FEET OR MORE IN HEIGHT.
REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORSEE:N 2 AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE <:: -<:: <:: .2 -CIRCUMSTANCES WHICH MAY ARISE. FOLLOWING CONDITIONS EXIST.· .2 .2 -<:: <:: " "' " --0, 0 E <:: "' " 5. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS a. NOT SCHEDULED FOR IMPROVEMENTS (CONSTRUCT/ON OR <:: C/) <:: u u <:: .s .S,, E <:: 0 -0 :::, :::, 0 .9-0 0 TO PREVENT PUBLIC TRE:SPASS ONTO AREAS WHERE: IMPOUNDED WATERS CREA TE A HAZARDOUS GENE:RAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. ·-0
~ -'-'-·-" t: "' "' -::a;;
" C/)
0, '-"' ---.s "'-:::, c 0, -"--0 -~ "' CONDITION. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS <:: "' .s "' ..s C/) C/) C/) 0-0 <:: C/) o~ 0, g. "' <3 ~ -0 <5 l: <:: C/) <:: '-Lu <:: 0 ~-C/)
HIGHL Y VISIBLE TO THE PUBLIC. Best Management Practice* "' o\:l .s a:i g. 0 '-"' ·-0, C/) 0 "' "' 0 --o-<:: 0, C/) ~ ~ 0 .s (.) '-(.) -:.:::: "' 6. GRADING AREAS AROUND THE: PROJE:CT PE:RIME:TER MUST DRAIN AWAY FROM THE: FACE .s -<:: .s E C/)
" C/) ~ " "' C/) ~ <:: "' <:: <:: ,;:: <:: C. HA VE ANY SPE:C/Al CONDITION IDENT/FIE:D BY THE CITY (BMP) Description ➔ .2 ~ "
C/) .!,?_ "' V) "' C/) 0, "' 0, a:i ~ .§
0, <:: <:: a :::, ~ -"' C/) "' "' OF SLOPE: AT THE: CONCLUSION OF E:ACH WORKING DAY. E:NGINE:ER THAT WARRANTS IMMEDIATE TRE:A TME:NT. -"' "' :::, ~ IJ.) e u -0 "§ 0 ~-S "2~ " :>-, 0 C/) <:: <:: 0 "' ~~ :::, E "' E ~ 0, "" <:: a a:i 0, (.) "' 0 0 0, "' "' -::a;; a o, a <:: E ~ 0 -"' :§ "" 0 "' -"' "' Cl::: 0 -~~ u ·-.!!:' ~ .s -2 CTI '--C/) )( ~ E ~ o,~ ~ Q_ e " 0, "' 0, 7. ALL RE:MOVABLE: PROTECTIVE DEVICE:S SHALL BE IN PLACE: AT THE E:ND OF E:ACH WORKING '-<:: 0 "' 0 .§ -"' ~ -:::, '€l ::.::: 3:: i......:;:; <:: 0 -Cl '-0 '-0,
t3 0 t; 0 B HYDROSEE:DING ARE:AS SHALL BE: /RR/GA TED IN ACCORDANCE: WITH THE: "' ·-" -<:: <:: "' ·-"' ·-" .S2 § " 0 DAY WHE:N FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEE:DS FORTY PE:RCE:NT (40%}. Sil T C/) -'--u '-"' :::, "' u ·s: ~ 0 "' '-"' u --(1) -~ ~ 0 0 -·-8-" "' "' "' u <:: '---Cl '--Cl 0 ~o -~o -:-:::::: C: ·-<:: N <:: <:: <:: FOLLOWING CRITERIA: '-0 -CJ .b CJ 0 0 .2 0, .2 0 cl: g -<:: "' 0 0 -o 0 0 AND O THE:R DE:BRIS SHALL BE: REMOVED AFTER EA CH RAINFALL. ct~ "' ~ 0 '-"" "' 6 ~ <3 CJ -'-~ct 0 ~G "'--c55-8 c5l ::a;;
O 0
1 All SLOPE:S THAT ARE: GRADE:D 6: 1 OR STEEPE:R AND THAT ARE: ::r:: (..!) Lua Vi V) V) V) ::,; V) V)Q_ V) ..s V) Cl::: Q_ ::a;; V) ::a;; V) ::r:: ::a;; (.) ::a;;
8. ALL GRAVEL BAGS SHALL CONTAIN 3/4 INCH MINIMUM AGGRE:GA TE. a. THRE:E: TO EIGHT FE:ET IN HEIGHT SHALL BE: /RR/GA TED BY HAND
WATERING FROM QUICK COUPLE:RS/HOSE: BIBS OR A CASQA Designation ➔ -c:, "-J "l -;-l(J (<:) CQ "-J -;-I'--. CQ 0) --"l -;-l(J (<:) I'--. CQ --"-J -"l I'--. CQ -
CONVENTIONAL SYSTEM OF LOW PRECIPITA T/ON SPRINKLE:R I I I I I I I I I I I I I I I I I I I I I I I I I I I
9. ALL E:XPOSED 0/STURBE:D AREAS MUST HA VE E:ROS/ON PROTECTION BMPs PROPE:Rl Y (.) (.) (.) (.) (.) (.) ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ V) V) V) V) i i i i i i i INSTALLE:D. THIS INCLUDE:S ALL BUILDING PADS, UNFINISHE:D ROADS, AND SLOPE:S. HE:ADS PROVIDING 100% COVERAGE. Construction Activity Lu Lu Lu Lu Lu Lu < < < <
b. CREA TER THAN 8 FEET IN HEIGHT SHALL BE WA TERE:D BY A
10. ADE:QUA TE PE:RIMETER PROTECTION BMPs MUST BE: INSTALLE:D AND MAINTAINE:D AND CONVENTIONAL SYSTEM OF LOW PRECIPITA T/ON SPRINKLE:R HE:ADS ./ Grading/Soi/ Disturbance ✓ ✓ ✓ ✓ ✓ ✓
WILL BE: UPGRADE:D, IF NECE:SSARY, TO PROVIDE SUFFICIENT PROTECTION FROM RUNOFF PROVIDING 100% COVERAGE. V Trenchino/Excovotion ✓ DURING RAIN E:VENTS.
11. ADEQUATE SE:DIME:NT CONTROL BMPs MUST BE: INSTALLE:D AND MAINTAINE:D. 2 AREAS SLOPE:D LE:SS THAN 6: 1 SHALL BE /RR/GA TED AS APPROVED BY Stockoilina
THE: CITY ENGINE:ER, PRIOR TO HYDROSEE:DING. THE: DE:VELOPE:R SHALL Drill in a IBorina 12. ADEQUATE BMPs TO CONTROL OFFS/TE SE:DIME:NT TRACKING MUST BE INSTALLED AND SUBMIT A PROPOSE:D SCHE:ME: TO PROVIDE /RR/GA T/ON TO THE: CITY ./ Concrete/Asohalt ✓ ✓ ✓ MAINTAINE:D. E:NGJNEE:R. THE: PROPOSAL SHALL BE: SPE:CIFIC REGARDING THE: Sawcuttina
NUMBERS, TYPE, AND COSTS OF THE E:LE:MENTS OF THE: PROPOSE:D SYSTEM. ./ Concrete Flo/work ✓ ✓ ✓ ✓ ✓ ✓ 13. A MINIMUM OF 125% OF THE: MATER/Al NE:E:DE:D TOO INSTALL STANDBY BMPs TO
PROTECT THE EXPOSED ARE:AS FROM E:ROS/ON AND PRE:VENT SE:DIME:NT DISCHARGES, 3 /RR/GA T/ON SHALL MAINTAIN THE: MOISTURE LEVEL OF THE SOIL AT THE: V Paving ✓ ✓ ✓ ✓ ✓
MUST BE: STORE:D ONSITE. ARE:AS ALRE:ADY PROTECTED FROM E:ROS/ON USING PHYSICAL OPTIMUM LEVEL FOR THE: GRADING OF THE: HYDROSE:EDE:D GROWTH. ./ Conduit/Pioe Installation ✓ ✓ STAB/LIZA TION OR E:STABLISHED VEGETA T/ON STAB/LIZA TION BMPs ARE: NOT CONSIDE:RE:D Stucco/Mortar Work TO BE: "EXPOSED" FOR PURPOSES OF THIS REQUIREME:NT. C HYDROSEE:DING MIX SHALL CONSIST OF All OF THE: FOLLOWING:
14. THE OWNER/DEVELOPER/CONTRACTOR MUST FOLLOW "WEATHER TRIGGERED" ACTION 1 SE:E:D MIX SHALL CONSIST OF NO LESS THAN: ✓ Waste Disposal ✓ ✓ ✓ ✓ ✓ ✓
a. 20 lbs. PE:R ACRE OF ROSE: CLOVER ./ Staaino/Lav Down Area ✓ ✓ ✓ ✓ ✓ PLAN AND BE ABLE TO DEPLOY STANDBY BMPs TO PROTECT THE EXPOSED PORTIONS OF b. 20 lbs PE:R A CR£ OF ZORRO FE:SCUE:
THE: SITE WITHIN 48 HOURS OF A PREDICTED STORM E:VENT (A PREDICTED STORM EVENT C. Jibs PER ACRE OF E SCHOOL CIA CAUFORNICA Eauioment Maintenance and Fuelina IS DE:FINE:D AS A 40% CHANCE: OF RAIN WITHIN A 5-DA Y NA T/ONAL WEA THE:R SERVICE:
FORECAST}. ON REQUEST, THE OWNER/DEVELOPER/CONTRACTOR MUST PROVIDE PROOF d. 4 lbs PER ACRE: OF ACHILLEA MILLEFOLIA j Hazardous Substance Use/Storaae ✓ ✓ ✓ ✓ ✓
OF THIS CAPABILITY. e. Jibs PER ACRE OF Al YSSUM (CARPE:T OF SNOW}
f. 1/2 lb. PE:R ACRE: IF DIMORPHOLECA Dewaterinq
15. DEPLOYMENT OF PHYSICAL OR VEGETA T/ON EROSION CONTROL BMPs MUST COMMENCE: g. ITEMS c, d, e, AND f OF THIS SUBSE:CTION MAY BE: OMITTED ON Site Access Across Dirt
AS SOON AS SLOPES ARE COMPLETED. THE OWNE:R/DE:VELOPER/CONTRACTOR MAY NOT RELY VISIBLE FROM EITHE:R A PUBLIC STREET OR RESIDENTIAL Other (/ist ): ON THE ABILITY TO DE:PLOY STANDBY BMP MATERIALS TO PREVENT EROSION OF SLOPES THAT STRUCTURES.
HA VE BE:E:N COMPLE:TED. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A Instructions:
NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY 1. Check the box to the left of all applicable construction activity (first column) expected to occur during construction. 16. THE AREA THAT CAN BE CLEARED, GRADED, AND LE:FT EXPOSED AT ONE: TIME IS DRILLING OR BROADCASING BEFORE: HYDROSE:EDING.
LIMITED TO THE AMOUNT OF ACRE:AGE: THAT THE: CONTRACTOR CAN ADE:QUA TEL Y PROTECT i. ALL SE:ED MATERIALS SHALL BE TRANSPORTED TO THE: JOBS/TE 2. Located alo~ the top of the BMP Table is a list of BMP's with it's corresponding California Stormwater Quality Association (CASQA) designation number. Choose one
PRIOR TO A PRE:DICTED RAIN E:VENT. FOR LARGE:R SITES, GRADING SHOULD BE PHASED. IN UNOPENED CONTAINERS WITH THE CALIFORNIA DE:PARTMENT or more BM s you intend to use during construction from the list. Check the box where the chosen activity row intersects with the BMP column.
IT MAY BE NE:CE:SSARY TO DE:PLOY E:ROS/ON AND SE:DIMENT CONTROL BMPs IN ARE:AS THAT OF FOOD AND AGRICUL TUR£ CERT/FICA TION TAG ATTACHED TO,
ARE: NOT COMPLE:TED, BUT ARE: NOT ACT/VEL Y BEING WORKE:D BEFORE ADDITIONAL GRADING OR PRINTED ON SAID CONTAINERS. 3. Refer to the CASQA construction handbook for information and details of the chosen BMPs and how to apply them to the project.
IS ALLOWED TO PROCE:E:D, AT THE DISCRE:T/ON OF THE CITY INSPECTOR. j NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDE:D TO THE
HYDROSE:ED SLURRY AT THE DISCRE:T/ON OF THE CONTRACTOR. \\\, I 17. All DISTURBED AREAS THAT ARE: NOT COMPLETED AND/OR NOT BEING ACT/VEL Y GRADED
MUST BE FULLY PROTECTED FROM EROSION IF LEFT FOR 14 OR MORE DAYS. THE ABILITY q\ TO INSTALL BMP MATERIALS IN A PROMPT MANNER IS 1:Jf2I sumCIENT. BMPs NEED TO BE 2 TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS HAN 2000 lbs PER SITE ADDRESS: ' OWNER'S CERTIFICATION: C ) INSTALLE:D IN THE:SE: ARE:AS. ACRE. TYPE 6 MULCH (STRAW} MAY BE SUBSTITUTED, WHEN STRAW IS USED, -~ 18. BMPs MUST BE STOCKPILED AT VARIOUS LOCA T/ON THROUGHOUT THE: PROJECT SITE IT MUST BE: ANCHORE:D TO THE SLOPE: BY ME:CHANICALLY PUNCHING NO LESS l r ~
THROUGHOUT THE YEAR. WHENEVER THERE IS A 40% CHANCE: OR GREATER OF A RAIN THAN 50% IF THE: STRAW INTO THE: SOIL. 260 NORMANDY LANE (LOT 38 & 39) ' \~, WITHIN A THRE:E (3) DAY FORE:CAST, THE: INSPE:CTOR Will VERIFY THAT BMPs ARE CARLSBAD CA 92008 I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1) IMPLEMENT
' -
ADE:QUA TEL Y STOCKPILE:D. BMPs MUST BE: STOCKPILE:D AND RE:ADY FOR DE:PLOYME:NT WHE:N 3 FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFA TE. 16-20-0 BEST MANAGEMENT PRACTICES {BMPs} DURING CONSTRUCTION ACTIVITIES
THERE: IS 50% CHANCE OF RAIN WITHIN A 48 HOUR FORECAST. FAILURE TO COMPLY WITH WITH 15% SULPHUR APPLIED AT THE: RA TE OF 500 lbs. PER ACRE.
THIS RE:QUIRE:ME:NT COULD RESULT IN THE: ISSUANCE OF A STOP WORK NOTICE: OR OTHE:R TO THE MAXIMUM EXTENT PRACTICABLE TO A VOID THE MOB/LIZA TION OF
ENFORCEMENT ACTION. D ARE:AS TO BE HYDROSEEDE:D SHALL BE: PREPARE:D PRIOR TO HYDROSE:E:DING: POLLUTANTS SUCH AS SEDIMENT AND TO AVOID THE EXPOSURE OF STORM )[ 1 ROUGHE:NING THE: SURFACE: TO BE PLANTED BY ANY OR A \ 19. ALL TREATMENT AND EROSION CONTROL BMPs MUST BE: INSPE:CTED WEEKLY AND COMB/NAT/ON OF: WATER TO CONSTRUCTION RELATED POLLUTANTS; AND (2) ADHERE TO, AND
PRIOR TO A FORECASTED RAIN EVENT OF GREA TER THAN 50%, AND AFTER A RAIN E:VEN T. a. TRACK WALKING SLOPES STEEPER THAN 6: 1. APN: APN 203-023-06-00 \
IN ADDITION, TRE:A TME:NT CONTROL BMPs MUST BE: SE:RVICE:D AS NE:E:DED THROUGHOUT b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFFICIENTLY AT ALL TIMES, COMPLY WITH THIS CITY APPROVED TIER 2 CONSTRUCTION SWPPP
THE: YEAR. FRIABLE.
2 AREAS GRADE:D FLATTER THAN 6: 1 WHE:N ANY OF THE FOLLOWING
THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE ~
20. IF SELECTED BMP FAILS DURING A RAIN EVENT, IT MUST BE REPAIRED OR IMPROVED CONDITIONS E:XIST.· CONSTRUCTION WORK IS COMPLETE AND SIGNED OFF BY THE CITY OF CARLSBAD. ' OR REPLACED WITH AN ACCEPTABLE AL TERNA TE AS SOON AS IT IS SAFE TO DO SO. THE a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP
FAILURE OF A BMP IND/CA TES IT WAS NOT ADEQUATE FOR THE CIRCUMSTANCES IN WHICH BIT NOT SATURATED SE:E:D BE:D. CONSTRUCTION THREAT: IT WAS USED. REPAIRS AND REPLACEMENT MUST THEREFORE PUT A MORE ROBUST BMP b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING KEVIN DUNN FOR: 260 NORMANDY, LLC
MEASURE IN PLACE. COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR OWNER(S)/ OWNER'S AGENT NAME (PRINT) GROWTH. CONSTRUCTION THREAT TO STORM WATER QUALITY (CHECK BOX}: DATE
21. ALL CONSTRUCT/ON EMPLOYEES MUST BE TRAINED ON THE IMPORTANCE OF STORM re-~ 1'
WATER POLLUTION PRE:VENTION AND BMP MAINTENANCE. E: HYDROSE:EDING ARE:AS SHALL BE: MAINTAINE:D TO PROVIDE A VIGOROUS GROWTH 1:81 MEDIUM □ LOW -I UNTIL THE: PROJE:CT IS PERMANE:NTL Y LANDSCAPE:D OR, FOR ARE:AS WHERE: ~_s
HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE: PROJECT IS OWNER{S)/ OWNER'S AGENT NAME {SIGNA TUR£) DATE COMPLETED AND All BONDS RELEASED.
2. ALL SLOPES SHALL HA VE /RR/GA T/ON INSTALLED AND BE STABILIZED, PLANTED EMERGENCY CONTACT:
WEATHER TRIGGERED ACTION PLAN AND/OR HYDROSE:£0£0 WITHIN TEN {10) DAYS OF THE: TIME: WHEN E:ACH SLOPE: IS BROUGHT
",>.OtESS/04.: TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS.
NAME: KEVIN DUNN FOR: 260 NORMANDY, LLC fSl ~ ~NDRtlji,f;'-1(
3. SHOULD GERM/NAT/ON OF HYDROSE:EDED SLOPES FAIL TO PROVIDE EFFICIENT ADDRESS: 5315 A VEN/DA ENCINAS, SUITE 200 CARLSBAD, CA 92008 <3'-1. 1'. ~
THE: DE:VELOPER SHALL DE:PLOY STANDBY BE:ST MANAGE:MENT PRACTICE MEASURE:S TO COVERAGE OF GRADING SLOPE:S (90% COVERAGE:) PRIOR TO OCTOBER 1, THE SLOPE:S SHALL t;;~ ~':?.. PREPARED BY:
COMPLE:TEL Y PROTECT THE: EXPOSED PORTIONS OF THE: SITE WITHIN 48 HOURS OF A TELEPHONE NO.: {949} 637-3254 -:2' BE STABILIZED BY AN APPROPRIATE EROSION CONTROL MA mNG MATER/Al APPROVED BY "' No. 86542 ..,,
PASCO LARET SUITER PREDICTED STORM E:VENT ( A PREDICTED STORM EVENT IS DEFINED AS A FORECASTED, 40% u.J ..,,
THE: PUBLIC WORKS INSPECTOR. a< ~ ;;o
CHANCE OF RAIN BY THE NATIONAL WEATHER SERVICE}, IN ADDITION TO BMPs IMPLEMENTED ,;.,r
YEAR-ROUND INCLUDING PE:RIMETER CONTROL, WIND EROSION CONTROL, TRACKING, 4. LANDSCAPING SHALL BE ACCOMPUSHED ON ALL SLOPES AND PADS AS REQUIRED BY -J'~(f ~/Vil ~#JI~~
& ASSOCIATES
NON-STORM WATER CONTROL, WASTE MANAGE:MENT, AND MATERIALS POLLUTION CONTROL. THE: CITY OF CARLSBAD LANDSCAPE: MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT San Diego I Encinitas I Orange County
OR AS DIRE:CTED BY THE CITY E:NGINEE:R OF PLANNING DIRE:CTOR. OF C!>..ll~ Phone 858.259.8212 I www.plsaengineering.com THE: NA T/ONAL M'A THE:R SE:RVICE FORECAST SHALL BE MONITORED AND USED BY SHEET INDEX: THE DEVELOPER ON A DAILY BASIS. IF PRECIPITATION IS PRE:DICTED (40% CHANCE: OF
RAIN}, THEN THE NECESSARY WATER POLLUTION CONTROL PRACTICES SHALL BE DEPLOYED 5. THE OWNER/APPLICANT SHALL ENSURE: THAT ALL CONTRACTORS SHALL I SHEET 11 CITY OF CARLSBAD 11 SHEETS I WITHIN 48 HOURS AND PRIOR TO THE: ONSE:T OF THE: PRECIPITA T/ON. COORDINATE THE WORK OF THIS CONSTRUCT/ON SWPPP SHOWN ON ANY GRADING SHEET 3: TITLE SHEET
PLANS, LANDSCAPE AND /RR/GA T/ON PLANS, AND IMPROVEMENT PLANS AS SHEET 4: EROSION CONTROL PLANS
THE: DE:PLOYME:NT OF THE BMPS SHALL INCLUDE BUT NOT BE: LIMITED TO GRAVEL BAGS AND REQUIRED FOR THIS PROJECT WORK. TIER 2 SWPPP FOR: Sil T FE:NCES. A MINIMUM OF 125% OF THE MATER/Al NEEDED TO INSTALL STANDBY BEST
MANAGEME:NT PRACTICES MEASURES TO PROTECT THE EXPOSED AREAS FORM EROSION AND
PREVENT SEDIMENT DISCHARGES MUST BE STORED ON-SITE. AREAS THAT HA VE ALRE:ADY
BE:E:N PROTECTED FROM E:ROS/ON USING PHYSICAL STAB/LIZA T/ON OR ESTABLISHED
VEGETA T/ON STAB/LIZA T/ON BMPS AS DETERMINE:D BY THE: CITY OF CARLSBAD ARE: NOT 111LE SHEET
CONSIDE:RE:D TO BE "E:XPOSE:D" FOR THE PURPOSES OF "WEATHER TRIGGE:RED ACTION PLAN~ APPROVED: JASON S. GELDERT AN ADEQUATE SOURCE OF EQUIPMENT AND WORKERS SHALL BE AVAILABLE: FOR
DEPLOYMENT OF "WEATHER TRIGGE:RED BMPS". ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 DAlE
DWN BY:
I PRO.ECT NO. I DRAWING NO. DAlE INITIAL DAlE INITIAL DAlE INITIAL CHKD BY:
ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APf'ftOVAL RVWD BY:
Docusign Envelope ID: 8126375F-7852-4C1B-8475-0A278C4617C3
9/26/2024
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
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OE
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OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE
OEOEOEOE
OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE
OE
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OE
OE
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OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
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OE
OE
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OE
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OE
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OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE
OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE
OEOE OEOEOEOEOEOE
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S
S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
W
W
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X X X X X X X X X X X X X X X X X X X X X X X X X X X X
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X
X
X
APN 203-023-05-00 APN 203-023-07-00
APN 203-023-06-00
APN 203-023-06-00
APN 203-023-09-00
APN 203-023-08-00APN 203-023-07-00
APN 203-023-04-00
N3
5
°
4
7
'
4
9
"
W
50
.
0
0
'
N54°15'57"E 50.25'N54°15'57"E 50.25'
S3
5
°
4
4
'
0
3
"
E
50
.
0
0
'
N54°15'57"E 50.22'
S3
5
°
4
5
'
5
6
"
E
50
.
0
0
'
N54°15'57"E 50.22'
NORMANDY LANE
ROWROW
ROWROW
DS
DSDS
DS
DS
DS
2
1
1
1
3
4
5
45
4
5
1
2
1
1
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3
4 5
4
5
DS
DSDSDS
DS DS
5.0'
5.
0
'
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7
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7.
9
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.
6
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20
.
0
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4.
0
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20
.
0
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20.7'
5.0'
5.
0
'
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3.0'
4.0'
8.
4
'
5.
0
'
7.4'
4 4 4
20.6'
20
.
0
'
PROP. BLDG.
FF 44.00PROP. BLDG.
FF 45.00
J:\ACTIVE JOBS\4061 RINCON-NORMANDY LANE\CIVIL\DRAWING\IMPROVEMENT PLANS
GRAPHIC SCALE: 1" = 5'
0 5'10'15'
PLAN VIEW - EROSION CONTROL PLAN
SCALE: 1" = 5' HORIZONTAL
2. STAPLE WIRE FENCING TO
FILTER FABRIC
3. ATTACH THE FILTER FABRIC TOTHE WIRE FENCE AND EXTEND IT INTO THE TRENCH.
1. SET POSTS AND EXCAVATE A4 BY 4 IN (10 BY 10 CM)TRENCH UPSLOPE FROM ANDALONG THE LINE OF POSTS.
4. BACKFILL AND COMPACT THE
WIRE
4 IN (10 CM)
THE POSTS.
EXCAVATED SOIL.
EXISTING GROUND DRIVE AISLE
16'MIN.
25' MIN.
12" MIN.
25' MIN.
RUNOFF
GAP BETWEEN BAGSACTS AS SPILLWAY 25'
40'
50'
100'
6% TO 8%
4% TO 6%
2% TO 4%
LESS THAN 2%
INTERVALGRADE
GRAVEL BAG ROW SPACING TABLE
1 CONSTRUCTION SITES MUST MAINTAIN EMERGENCY STOCKPILES OF BMPs ONSITE THROUGHOUT
THE YEAR. THE FOLLOWING BMP QUANTITIES ARE IN ADDITION TO THE AMOUNT OFMATERIALS REQUIRED TO BE INSTALLED ACCORDING SWPPP:A: SILT FENCE - 25%B: ROCK BAGS - 125%
C: FIBER ROLLS - 50%
D: TRACKING CONTROL - 25%
E: OTHER BMPS - DETERMINED AS NEEDED
2 BMPs MUST BE STOCKPILED AT VARIOUS, ACCESSIBLE LOCATIONSTHROUGHOUT THE SITE FOR THE DURATION OF THE PROJECT. WHENEVERTHERE IS A 40% CHANCE OF RAIN EVEN WITH A 72-HOUR (THREE DAY)FORECAST, THE CONTRACTOR / PERSON(S) WHO ARE IN RESPONSIBLE CHARGE
OF THE RPOJECT SITE MUST CONDUCT A PRE-EVENT INSPECTION TO VERIFY
THAT BMPs ARE STOCKPILED AND THAT THE SITE IS ADEQUATELY PROTECTED.
BMPs MUST BE READY FOR DEPLOYMENT WHEN THERE IS A 50% CHANCE OF
RAIN WITHIN A 48-HOUR FORECAST. FAILURE TO COMPLY MAY RESULT IN THE
ISSUANCE OF A STOP WORK NOTICE OR OTHER ENFORCEMENT ACTION.
SITE MANAGEMENT REQUIREMENT NOTES
PROVIDE APPROPRIATE TRANSITION BETWEENSTABILIZED CONSTRUCTION ENTRANCE AND PUBLIC
RIGHT-OF- WAY
TWO LAYERS OF
GRAVEL BAGS WITH
ENDS OVERLAPPED
LEGEND
SE-1, SILT FENCE
SE-6, GRAVEL BAG
TR-1, STABILIZED CONSTRUCTIONENTRANCE
VEHICLE AND EQUIPMENT CLEANINGPER NS-8
VEHICLE AND EQUIPMENT
MAINTENANCE PER NS-10
MATERIAL DELIVERY AND STORAGE PERWM-1
MATERIAL USE MANAGEMENT PER WM-2
STOCKPILE MANAGEMENT PER WM-3
SPILL PREVENTION AND CONTROL PERWM-4
SOLID WASTE MANAGEMENT PER WM-5
HAZARDOUS WASTE MANAGEMENT PERWM-6
CONCRETE WASTE MANAGEMENT PER
WM-8
SANITARY / SEPTIC WASTEMANAGEMENT PER WM-9
REVIEWED BY:
DATEINSPECTOR
DATE
"AS BUILT"
ENGINEERING DEPARTMENT
RCE EXP.
NORMANDY BEACH HOMES
260 NORMANDY LANE
BAK
PA
S
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8
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2
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CDP 2023-0052 547-1
ROW 2024-0224
4 4
NS-8
NS-10
WM-1
WM-2
WM-3
WM-4
WM-5
WM-6
WM-8
WM-9
CDP 2023-0054
LOLO
11 I ~
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PLAN
STABILIZED CONSTRUCTION ENTRANCE
NO SCALE
I
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\·t--------------+-.,.......;-
[L(0)1f ~,3,
0
0
Q
NS-8 NS-10 WM-1
WM-2 WM-3 WM-4
WM-5 WM-6 WM-8
WM-9
I
'
SILT FENCE
NO SCALE
-11-1-li----ll-11----111-
...,..u,., .. 11-11-ll-11-IIL
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1----------------------------_/"-.----'-/--+t-t+-· l~I l
i"-APPf
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H--....;....-+-1-----------------~ \)
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GRAVEL BAG DETAIL
NOSCALE
I
GRAVEL BAG CHEVRONS
NO SCALE
1----'-----Hr-_,_ I J PAR,
I I J
\~~
1---1'----ll~\I ,,I I•
II I
[L (0) Li ~ (0)
I
I
'l
SWPPPNOTES
[I) INSTALL SILT FENCE PER CA BMP HANDBOOK FACT SHEET SE-1
AND PER DETAIL THIS SHEET.
[l] APPLY SOIL BINDERS AS NEEDED PER CA BMP HANDBOOK FACT
SHEET EC-5 AND/OR 24 HOURS PRIOR TO FORECAST RAIN EVENT.
[TI INSTALL TEMPORARY STABILIZED CONSTRUCTION ENTRANCE PER
DETAIL THIS SHEET.
[I) INSTALL GRAVEL BAG BERM PER CA BMP HANDBOOK FACT SHEET
SE-6 & SE-10.
[Ij INSTALL GRAVEL BAG CHEVRONS PER CA BMP HANDBOOK FACT
SHEETSE-4.
PREPARED BY:
PASCO LARET SUITER
& ASSOCIATES
San Diego I Encinitas I Orange County
Phone 858.259.8212 I www.plsaengineering.com
t-----+--+--------------,t----+---+----+---1 ~ 11 CITY OF CARLSBAD I LJ
1----+---+---------------+----tf---t----+----1 TIER 2 SWPPP FOR:
111LE SHEET
APPROVED: JASON S. GELDERT
1----+---+---------------+----tf---t----+----1 :::;;EN;:;:;Gl:;:'.:NEE~RIN:::::G:::::M::::AN:::::A:::GER:;';:::R:::CE=63:::9:::::12::::::::::EXP::::::::::::IRES=::9:=/=;:30~/=::24:::::::::::::D::::A1E==:
DATE INITIAL DATE INITIAL DWN BY: --1 PRO.ECT NO. I DRAWING NO. 1---~-+--~---1 CHKD BY: --
OlHER APPROVAL CITY APf'ftOVAL RVWD BY: .
DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
Docusign Envelope ID: 8126375F-7852-4C1B-8475-0A278C4617C3
9/26/2024