HomeMy WebLinkAboutDWG 539-2A; CDP 2021-0025; SWAN RESIDENCE; 01-05GRADING NOTES
(IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL CODE.)
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY
OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTTON OF THE
CARLSBAD MUNICIPAL CODE, RESOLUT10N OF COND/TlONAL APPROVAL, CITY
STANDARDS OR OTHER ADD/TlONAL DOCUMENTS LISTED HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-
WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS
DISCOVERED DURING CONSTRUCT10N. ALL PLAN REVISIONS SHALL BE PROMPT!. Y
SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY
WORK IN THE PUBLIC RIGHT O WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA TE OF
INSURANCE AS WELL AS ADD/TlONAL INSURED ENDORSEMENT MUST BE FILED
NAMING THE CITY OF CARLSBAD AS AN ADD/TlONAL INSURED ON THE
PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH
OCCURRANCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST
HAVE A RATTNG OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS VII
OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TlNG GUIDE.
5. NO WORK SHALL BE COMMENCED UNT1L ALL PERMITS HA VE BEEN OBTAINED FROM
THE CITY AND OTHER APPROPRIATE AGENCIES.
6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED
IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DA TE OF THE
IMPROVEMENT AGREEMENT.
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 THE PLANS AND THE 71Tl.E SHEET.
9. ORIGINAL ORA WINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED BY THE CITY ENGINEER.
10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS
BY THE ENGINEER-OF-WORK PRIOR TO 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 CONSTRUCT10N.
12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT
COMPRISED OF: (A) SUMMARY SHEET, (B) LABOR A TORY WORK SHEETS AND
(C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL
ENGINEER OF THE STA TE OF CALIFORNIA, PRING/PALLY 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 COMPLET10N OF FIELD TESTS.
13. A SOILS COMPACTION REPORT AND COMPLIANCE VER/FICA TlON REGARDING
ADHERENCE TO RECOMMENDA TTONS OUTLINED IN THE SOILS REPORT IS
REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL
CONTROLLED GRADING SHALL BE DONE UNDER THE DIRECTTON OF A
PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA PRING/PALLY
DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL
OR FUWRE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE
CITY OF CARLSBAD STANDARD SPECIF/CA TTONS AND THE " EARTHWORK
SPECIF/CA TTONS " ATTACHED TO THE PRELIMINARY SOILS
INVESTTGA TlON. DAILY FIELD COMPACTTON REPORTS WILL BE SUBMITTED TO THE
PROJECT INSPECTOR.
14. A PRFCONSTRUCVON MFFVNG SHAii BF HF/ D PRIOR TO THE BEGINNING OF
WORK AND SHAii BF ATTFNDFD BY All RFPRFSENTAVVFS RF5PONSJBJF FOR
fX1l!lS_TRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE
WORK. THE CONTRACTOR WILL BE CONTACTED BY THE PROJECT INSPECTOR TO
COORDINATE A DA TE AND TIME FOR THE PRECONSTRUCTION MEETING. APPROVED
ORA WINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT
WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING.
15. All IN$PFCTION REQUESTS OTHER THAN FOR PRFCONSTRUCVON MFFDNG WI/ I BF
MAQF BY GAIi iNG THE FNGINF[RING 24 HOUR INSPFCDQN RFQI/EST /INF AT
(760) 438-3891 tN5PFCTION RFQIJFST MUST BF RFCFIVFD PRIOR TO 2· 00 PM
ON THE WORKING DAY BEFORE THE INSPECTION IS NFFDFD. INSPECTIONS WILL BE
MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS
MADE AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.
16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STA TE AND FEDERAL SAFETY AND HEAL TH 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
EXCAVA 710N OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR
MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM
STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8
CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY
A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE
OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR
PRIOR TO EXCAVA TlON.
18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN
OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING
PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS.
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ,f AREA DURING CONSTRUCTION, OPERA TTONS WILL CEASE IMMEDIATELY,
~ AND THE PERM/TT££ WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL
r NOT RESTART UNT1L THE PERM/TT££ 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, DEPARWRE OR OPERATION OF TRUCKS, ! EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED
~ GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND
§1 6: 00 P.M. 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 I CITY INSPECTOR FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF
-WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE ~ OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE i GRADING OPERATION.
; 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE
O
i DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE ~ ~ HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION.
~ 23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE
~ TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN.
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, DRAWING NO. NIA 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 /RR/GA TION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK
IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS.
JO. 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 SOILS. IN 07HER
AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY
THE CITY ENGINEER.
31. THE EXISTENCE AND LOCATION OF UTILITY STRUCWRES AND FACILITIES SHOWN
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 STRUCWRES NOT SHOWN OR IN A LOCA TlON DIFFERENT
FROM THAT SHOWN ON 7HE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND
ANY OTHER EXISTING FACILITIES OR STRUCWRES NOT SHOWN.
32. THE CONTRACTOR SHALL VERIFY 7HE LOCATION OF ALL EXISTING FACILITIES
( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE SUFFICIENT!. Y
AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS
FOUND THAT THE ACWAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED
WORK.
33. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
LEAST 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 (800)411-7343
AT&T (800)892-0123
TIME WARNER CABLE (760)438-7741
COX COMMUNICATIONS (619)262-1122
CITY OF CARLSBAD(STREETS & STORM DRAIN) (760)434-2980
'CITY OF CARLSBAD(SEWER, WATER & RECLAIMED WATER) (760)438-2722
'SAN DIEGU/TO WATER DISTRICT (760)633-2650
'LEUCADIA WASTEWATER DISTRICT (760)753-0155
*VALLECITOS WATER DISTRICT (760)744-0460
*OLIVENHAIN WATER DISTRICT (760)753-6466
*BUENA SAN/TA TION DISTRICT (760)726-1340 x/330
• AS APPROPRIATE
34. PERMIT COMPLIANCE REQUIREMENTS:
A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER,
SOILS ENGINEER, ANO/OR GEOLOGIST TO GIVE TECHNICAL ADVICE,
OBSERVE AND CONTROL THE WORK IN PROGRESS {15.16.120 A.Bf
CARLSBAD MUNICIPAL CODE.
B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLOWING
REPORTS MUST BE SUBMITTED TO 7HE CITY ENGINEER VIA THE
PROJECT INSPECTOR {15. 16.120 A.10} CARLSBAD MUNICIPAL CODE:
(1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA TING ALL
GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING
AND /RR/GA TION ARE INSTALLED IN CONFORMANCE WITH CITY
CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE
LETTER FROM CITY ENGINEER/NG DEPARTMENT).
(2) AS-BUILT GRADING PLAN.
(3) 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 TESTS AND PLOTTED TEST POINTS THE
REPORT SHALL ALSO INCLUDE A STATEMENT BY 7HE SOILS
ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE
REQUIREMENTS AND RECOMMENDATIONS OUTLINED IN THE
PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO.
( 4) REPORT WITH AS-BU/LT GEOLOGIC PLAN, IF REQUIRED BY THE
CITY.
35. UNLESS A GRADING PERMIT FOR 7HIS PROJECT IS ISSUED WITHIN ONE (1)
YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED
TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR
ANY SUCH RECHECK.
36. IN ACCORDANCE WITH THE CITY STORM WATER STANDARDS, ALL STORM DRAIN INLETS
CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT
WASTEWATER DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE
SA T1SFACT10N OF THE CITY ENGINEER.
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I
HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED
IN SECITON 670J OF THE BUSINESS ANO PROFESSIONS CODE, ANO THAT THE DESIGN IS
CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS ANO SPECIFICATIONS BY THE
CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY
RESPONS/BILIITES FOR PROJECT DESIGN.
FIRM: PASCO LARET SUITER & ASSOC/A TES
ADDRESS: 119 ABERDEEN DRIVE
CITY, STA TE: CARDIFF. CA 92007
TELEPHONE: (858) 259-8212
DATE:09/10/24 BY: ~~~y1ti!;
R.C.E. N0.:~6=80=7=5 ____________ _
REGISTRATION EXP/RATION DA TE:=06=/.~J=0~/2=5~----
SOILS ENGINEER'S CERTIFICATE
I, SEAN PRENOVOST, A REGISTERED CIVIL ENGINEER OF THE STA TE OF CALIFORNIA,
PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS UNDER ROCK
SOLID GEOTECHNICAL, INC., HEREBY CERTIFY THAT SAMPLING AND STUDY OF THE SOIL
CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY HETHERINGTON ENGINEERING, INC.
101912019 AND UPDATED 12(1012021. ROCK SOLID ACCEPTS THE GEOTECHNICAL
RECOMMENDATIONS AND PARAMETERS PROVIDED BY HEITHERINGTON ENGINEERING IN
CONJUNCTION WITH ROCK SOL/D'S 4/1712023 RESPONSE TO REVIEW COMMENTS. TWO
COPIES OF THE SOILS REPORTS AND RELATED DOCUl,1£NTS HAVE BEEN SUBMITTED TO THE
OFFICE OF THE Cl TY ENGINEER. ( /7 , /-\-
SIGNED: ~ p;,~ /,f ~ V .J
~QFESStQv,;--/ ~ l d5} j,\l-~<':: PE NO.: ~9=41=93~-----------
•""r'< 'tl DA TE: fti ,, 'Z,
__, c.a "' LICENSE EXPIRATION DATE: -12=/~31~/2-0=24 ____ _ 5l C 94193 * * ~ C/11\\. 'rf:~ ~ Op C1'\fCl w j 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF OWNER'S CERTIFICATE
WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HA VE A "j a: MINIMUM ONE PERCENT SLOPE. I ( WE ) HEREBY CERT1FY THAT A REGISTERED SOILS ENGINEER OR ii, 25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SWPPP AND/OR SET OF GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL GRADING
a ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THIS SITE. IF lii EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED THIS PROJECT/DEVELOPMENT IS SUBJECT TO A STATE-REGULATED SWPPP, I 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 ~~JN:1/~o AfiiiR~siUAt::,ffM~v:;;.:;&JRAg;T1~1E~J.°t:),NH11trf,ftAiiE ~\'i;BE ' g~~~ff ~iio,if~iss ALIE~µgirs,TH/05'-!f 0j~~ER 8&Ea~ffTsHfLL iE N~1io:if THE SV'ze=='FO NIA coNsTRucT10N ORDER AND MUN19f AL PERMIT. LA TEST VERSION.
~ AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. ;/7 A -~ 27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED (' /;.,. _..--09/09/24 / ~ 09/09/24
• WITHIN TEN (10) DAYS OF 7HE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE CRISTA SWAN DATE CHRISTOPHER SWAN DATE ~ AS SHOWN ON 7HE APPROVED GRADING PLANS. 2668 OCEAN STREET 2668 OCEAN STREET
w CARLSBAD, CA 92008 CARLSBAD, CA 92008
EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT CRISTA SWAN AT
760-458-0797 (PHONE NUMBER)
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON
SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY
DEVICES WHEN RAIN JS EMINENT.
3. FOR PROJECTS COVERED BY STA TE SWPPP /WDID, IN ACCORDANCE WITH THE CONSTRUCTION
ORDER ISSUED BY THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD, THE
CONTRACTOR'S QUALIFIED SWPPP PRACTITIONER (QSP) SHALL UPDATE AND MAINTAIN
THE WATER POLLUTION CONTROL (WPC) PLAN TO ADDRESS UPDATED SITE CONDITIONS OF
THE PROJECT. THE UPDATED WPC PLAN AND UPDATED SWPPP SHALL BE KEPT AT THE
PROJECT SITE AND MADE AVAILABLE TO THE CITY INSPECTOR. ADDITIONAL CONSTRUCTION
BMP'S BEYOND THE ORIGINAL APPROVED SWPPP SHALL BE PROVIDED TO ADDRESS SITE
CONDITIONS NOT ANTIC/PA TED. THE QSP SHALL REPORT BMP DEFICIENCIES TO THE CITY
INSPECTOR. THE QSP SHALL OBTAIN APPROVAL FROM THE CONTRACTOR'S QUALIFIED
SWPPP DEVELOPER AND THE CITY INSPECTOR REGARDING ANY SIGNIFICANT CHANGES TO
BMP DEPLOYMENT.
4. 7HE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER
TO THE SA T/SFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER AND/OR CITY INSPECTOR DUE TO UNCOMPLETED
GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE A
HAZARDOUS CONDITION.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED SWPPP AND/OR
EROSION CONTROL PLAN SHALL BE INCORPORATED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF
SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRA TE.
11. SHOULD GERM/NATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE
OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE
STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTTON 35.023 OF
THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF
CONSERVATION, STA TE OF CALIFORNIA.
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION SHALL BE INSTALLED
AND MAINTAINED AS REQUIRED IN SECT10N 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 A PUBLIC WALL OR STREET.
b. ALL SLOPES 4 FEET OR MORE IN HEIGHT.
2. AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING COND/TlONS EXIST:
a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION 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 COND/TlON IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS
IMMEDIATE TREATMENT.
B. HYDROSEEDED 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. 7HREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HAND WATERING FROM QUICK
COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER
HEADS PROVIDING 100% COVERAGE.
b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTIONAL SYSTEM
OF LOW PRECIPITATION 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. 7HE PROPOSAL SHALL BE SPECIFIC REGARDING THE
NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM.
3. /RR/GA TION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR
THE GROWTH OF 7HE 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 MILLEFOLIA
e. 3 lbs. PER ACRE OF ALYSSUM (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 LOCATIONS WHERE 7HE
AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR
RESIDENTIAL STRUCWRES.
h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA
AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING.
i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS
WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGR/CUL TUR£ CERT/FICA TION 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, ALL OR PART, FOR HYDRA UL/CALLY APPLIED
FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY
MEGHAN/CALLY PUNCHING NO LESS THAN 50% OF 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 BY:
1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF:
a. TRACK WALKING SLOPES STEEPER THAN 6: 1
b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFFICIENT!. Y FRIABLE.
c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE.
2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY:
a. ADJUSTING THE SURFACE SOIL MOISWRE TO PROVIDE A DAMP BUT NOT SAWRATED
SEED BED.
VICINITY MAP
CITY OF OCEANSIDE
HIGHWAY _?'8 --
PACIFIC
OCEAN
INDEX OF SHEETS
TITLE SHEET SHEET 1 -
SHEET 2 -
SHEET 3 -
SHEET 4 -
SHEET 5 -
GRADING PLAN & SITE SECTIONS
TlER 2 SWPPP T1Tl.E SHEET
TIER 2 SWPPP EC PLAN
STRUCWRAL RETAINING WALL NOTES & DETAILS
LEGAL DESCRIPTION
LOT 82 AND THE SOUTHWESTERLY 5 FEET OF LOT 89 OF GRANVILLE
PARK NO. 2, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO,
STA TE OF CALIFORNIA, ACCORDING TO MAP NO. 2037, FILED IN THE
OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY JUNE 18,
1927.
APN: 203-141-08-00
PROJECT ADDRESS
2668 OCEAN STREET
CARLSBAD, CA 92008
REFERENCE DRAWINGS
DWG 159-9
DWG 120-2
MAP 2037
SOURCE OF TOPOGRAPHY
SAN
TOPOGRAPHY SHOWN ON 7HESE PLANS WAS GENERA TED BY HAND
SHOT METHODS FROM INFORMATION GATHERED ON 10/09/2019
BY WOODS LAND SURVEYING. INC.
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP
ACCURACY STANDARDS.
THE BOUNDARY AND TOPOGRAPHY SHOWN HEREON WERE PROVIDED BY
WOODS LAND SURVEYING, INC. PASCO LARET SUITER & ASSOCIATES MAKES
NO GUARANTEE AS TO THE ACCURACY OF SAID DATA OR ITS IMPACT ON
THE DESIGN.
PROJECT LOCATION
THIS PROJECT JS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S)
203-141-08-00
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS:
N 362 E_~1=6=59~--------
EARTHWORK gUANTITIES
CUT: 100 CY
FILL: 10 CY
IMPORT: CY
EXPORT: 90 CY
REMEDIAL: 264 CY
WORK TO BE DONE
THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS,
REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND
PLANTTNG OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS,
AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET
OF PLANS AND THE CITY STANDARDS, SPECIF/CATIONS, REQUIREMENTS, RESOLUTIONS
AND ORDINANCES CITED ON THESE PLANS.
THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING
DOCUMENTS, CURRENT AT THE TlME OF CONSTRUCTION, AS DIRECTED BY THE CITY
ENGINEER.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
CARLSBAD MUNICIPAL CODE
CITY OF CARLSBAD ENGINEERING STANDARDS
THIS SET OF PLANS
RESOLUT10N NO. 7447 DATED 5-18-22
THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK).
SOILS REPORT AND RECOMMENDATIONS BY HETHERINGTON ENGINEERING PROJECT 8889.1
DA TED 10/9/19, UPDATE LETTER DA TED 12/10/21, AND BY ROCK SOLID GEOTECHNICAL
PROJECT 171.1 DATED 2/7/24 AND 7/22/24.
THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY
THE CITY OF CARLSBAD STANDARDS.
CALIFORNIA, COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS
DA TED ...,N""'t..,"'"A'-----------
ENVIRONMENTAL APPROVAL DOCUMENTS DA TED ~N~/,~A ______ _
STORM WATER POLLUTION PREVENT10N PLAN PREPARED
BY NIA (TIER II ATTACHED) DA TED -----SWNO .. ____ _
WDID NO. 9 375 ___________ _
11. STORM,WATER MANAGEMENT PLAN PREPARED BY NLA DA TED ____ _ SWMP NQ ____ _
12. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK AND
CAL TRANS CONSTRUCTION SITE BMP MANUAL.
DESCRIPTION
PROPERTY BOUNDARY
LOT LINE
BUILDING SETBACK LINE
EXISTING OVERHEAD ELECTRICAL
EXISTING WATER LINE
EXISTING SEWER MAIN
EXISTING GAS LINE
EXISTING STORM DRAIN
EXISTING STREET LIGHT
EXISTING FIRE HYDRANT
EXISTING GROUND CONTOUR
FINISHED GROUND CONTOUR
EXISTING TOPOGRAPHIC SPOT ELEVATION
EXISTING ELEVATION CALLOUT
PROPOSED ELEVATION CALLOUT
PROPOSED CUT\FILL SLOPE
PROPOSED EARTHEN SWALE
6" CONCRETE DRIVEWAY PAVEMENT
PROPOSED BUILDING FOOTPRINT
PROPOSED SEWER LATERAL
PROPOSED 4' PVC STORMDRAIN@0.5%
PROPOSED 4' TRENCH DRAIN
PROPOSED CONCRETE CURB
4" CONCRETE WALKWAY/PATIO PAVEMENT
STRUCTURAL RETAINING WALL
PROPOSED 2'X2'X0.25' RIP-RAP
DG PER LANDSCAPE
GRIND AND OVERLAY
15'LX6"WX18"D PCC HEADWALL
LEGEND
DWG.NO.
ACO OR EQ
SDRSD G-2
DET SHT 5
NO. 3 BACKING
DET SHT 2
SDRSD D-32 WI MOD DIM.
4" PVC RETAINING WALL SUBDRAIN PER GEOTECH
POST-CONSTRUCTION BMP TABLE
SYMBOL QUANTITY ------
-OE --OE -
-w--w-
-s--s-
-G--G-
o-------D
DOI
____.,,--440 .----....__
---440
y.x.Y..,
-------{XXX.X FG}
XXX.X FG
_ ___,y'--=2:1 V
··-·-·
729 SF
-s--s--@2EA
:===============: 120 LF
illllllllllllllllllllllll 77LF
25 LF
6------1 ------------
D 2 EA
-SD--SD-
STORMWA TER REQUIREMENTS THAT APPLY:
~ STANDARD STORMWA TER REQUIREMENTS
□ PRIORITY PROJECT REQUIREMENTS
EXEMPT FROM
TRASH CAPWRE?
~ YES
□ NO
EXEMPT FROM
H YDROMODIFICA TION?
~ YES
□ NO
TYPE DESCRIPTION OWNERSHIP
BENCH MARK TOTAL LOT AREA = 3,748SF (0.09 AC)
MAINTENANCE
AGREEMENT SHEET NO.
"AS BUil T"
MAINTENANCE
FREQUENCY
b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING COVERING SALINE
SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. DESCRIPTION: CITY OF CARLSBAD BENCHMARK 130 TOTAL DISTURBED AREA = 4,234 SF (0.10 AC)
(THIS AREA INCLUDES BUT IS NOT LIMITED TO
OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS
AND TEMPORARY DISWRBANCE SUCH AS VEHICLE
AND EQUIPMENT STAGING AREAS, CONSTRUCTION
WORKER FOOT TRAFFIC, SOIL/GRAVEL PILES, UTILITY
TRENCHES, BACKFILL CUTS AND SLOPE KEYWA YS)
E. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT
IS PERMANENT!. Y LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT
LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED.
ABANDONMENT NOTES
LOCATION: BRASS DISC IN THE SE CORNER OF A STORM DRAIN
BOX LOCATED AT THE NE CORNER OF GRAND A VE &
WASHINGTON ST.
RECORDED: CITY OF CARLSBAD VERT1CAL CONTROL RECORDS
ELEVAT10N: 40.91' DAWM: NGVD 29
TOTAL REPLACED IMPERVIOUS AREA = 2,620 SF
TOTAL PROPOSED IMPERVIOUS AREA -2,620 SF
RCE __ _ EXP, ___ _ DATE
REVIEWED BY:
INSPECTOR DATE PARTTALL Y COMPLETED PROJECTS SEEKING TO INDEFINITELY STOP WORK AND CLOSE THE GRADING PERMIT MUST
IMPLEMENT APPROPRIATE ACCESS RESTRICTION AND EROSION AND SEDIMENT CONTROL MEASURES TO THE
SA TISFACT10N OF THE CITY, INCLUDING BUT NOT LIMITED TO THE FOLLOWING:
1) PERMANENT!. Y STABILIZE ALL SLOPES (>5%) -70% COVER WITH WELL-ESTABLISHED, SUSTAINABLE,
1---+-->----------------------~I SH1EET I. _c_1TY __ o_F_c_A_R_L_s_s_A_D~ISHE5ETSI _ ENGINEERING DEPARTMENT
NON-WEED VEGETATION (SEE CITY LANDSCAPE MANUAL FOR GUIDELINES) IS CONSIDERED ADEQUATE.
2) PERMANENTLY STABILIZE FLAT AREAS (,;5%) -70% COVER WITH WELL-ESTABLISHED, SUSTAINABLE,
NON-WEED VEGETATION (SEE CITY LANDSCAPE MANUAL FOR GUIDELINES) OR 2 INCHES (MINIMUM) OF
PERMEABLE COVER (E.G., GRAVEL) IS CONSIDERED ADEQUATE.
3) RESTRICT ACCESS TO SITE -COORDINATE WITH CITY STAFF TO DETERMINE APPROPRIATE FENCING TYPE.
4) SIGNAGE ALONG FRONTAGE ROAD(S) POSTING THAT DUMPING, LITTERING, AND TRESPASS/NG ARE PROHIBITED.
GRADING PLANS FOR:
SWAN RESIDENCE
(2668 OCEAN STREET SFD)
GR 2022-0036 TITLE SHEET
5) TRESPASS ENFORCEMENT AUTHORIZATION LETTER MUST BE SENT FROM THE OWNER TO THE CITY OF 1----+-----1-----------------+---+------<1-------,,----1 APPROVED: JASON S. GELDERT
CARLSBAD POLICE DEPARTMENT.
6) NOTARIZE AND RECORD AGAINST THE PROPERTY AN AGREEMENT STA TING THAT OWNER IS RESPONSIBLE FOR
MAINTAINING FENCING AND SIGNAGE, ADHERING TO THE FIRE PREVENTION ORDINATION, KEEPING 7HE SITE
FREE FROM LITTER ACCUMULATION AND VEGETATION GROWTH, AND REMOVING ANY ILLEGALLY DUMPED
MATERIALS AT THE SITE UNTIL THE PROPERTY IS DEVELOPED IN THE FUWRE.
DATE INITIAL
ENGINEER OF WORK
DATE INITIAL
REVISION DESCRIPTION OTHER APPROVAL
ENGINEERING MANAGER
DATE INITIAL RVWD BY:
CITY APPROVAL CHKD BY:
RCE 63912 EXP. 9130/26
PROJECT NO.
CDP2021-0025
DATE
DRAWING NO.
539-2A ! 1,,. ____________________________________________________________________________________________________ ..;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;.11
9/10/2024
Docusign Envelope ID: 80322783-DF47-4C3B-9026-F65B371DAF6F
10/3/2024
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"' / ;: ENCLOSURE / 100=0.20 CFS NC IE 40.79 (FS 41.6) DOC# 2024-0133809 ~ (PS
APN 203-141-07
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' ' ' ' EX. BLDG (TYP) ~-
CONCRETE CURB PER
SDRSD G~,
\ 1.4'
APN 203-141-16
(TW@FG 45.0±~,i:\ ~----~----BW@FG 42.2
TPFT 41.53 o /
l>.1/RET. WALL PER STRUCTURAL SHEET/5/CO~TiRACTOR
.,,--TO VERIFY NEIGHBORING ELEVATIONS & ALERT
ENGINEER OF ANY DISCREPANCIES. WALL SUBDRAIN
TO OUTLET AT FRONTAGE HEADWALL ~~/ ------
✓(TW@FG 45.5±)
rr--t-"---. BW@FS 42.2
TPFT 41.53
SLEEVE WAT R SERVICE FOR APN
203-141-15 TH OUGH WALLS PER
SDWASWP-04 ---
ROOr RIDGr~s9.7
APN 203-141-15
LOT 89
TG 4/20 ----:,.~ -~5°58'35"E 74_99"':"" -
__ JE 4\20J (TC 42.3±) I :,[EN;E TO REMAI-; J
---/1~ ~
TG 42.2 t>.'?>Y / ~42p/✓ /t /
~fw@FG 45.5±) -
BW@FS42.3
I HEADWALL PER MOD. D-32 / '-:(7 7 DO911'2024-0133808✓ "' --------"'====::::;1 FS 42-3 ,-.,.'-___ "!,_ ✓ REr 5129724✓ 1 ' -~""/ W/~2'X2'X0.5'N0.3BACKI~ PROP.4"SEWERLATERAL@2% z ' CHIMNf'Y ;: r .✓ FOR APN 203-:1,1:J~ 5....-:lf' f.;;;;;;;;;;;-.J..1.--'L..:L..:J_-----';;;;;±J;.:.::;;;;;:::;;;:;;;:i;,!;;'-:;;------------;;;;;;;;;;~._.;;a....,L.._-=:======;;:;1
I ,,-(PORTION ON PVT. PROPERTY .✓ )'-y ______ ......, ~ i 1>.\V I PER SEPARATE BLDG PERMIT. r-1>.'I-· ~ ~ z ~«' / \
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EEPENED CONCRETE CURB PER LS (TC 43.7±) 1 •.
FS42.25 7"i
(TW@FG 45.2±)
BW@FS42.3
TPFT 41.63 ;: , r SHOWNFORREFERENCEONLY) \ ::; C!l ~ ~ APN 203-141;w
GRADING PLAN
\ 5 0 5 ·10 15 SITE DESIGN BMPS PER E-36 FORM
~I ~f------1 __ 1-_______,1 ------
GRAPHIC SCALE IN FEET
20'
OCEAN ST
EX. ROW PROP. ROW
I
5' I
EDICATIO
15' FYSB
lsD-BI DISCHARGE TO PERVIOUS SURFACE
~t~m
REMAIN
7.6'
SCALE: 1"=5'
PL
APN
203-141-15
2
OR
1. 2' DECOMPOSED GRANITE WITH SOIL STABILIZER TO BE PLACED ONTO 2' LAYER CLASS II
AGGREGATE BASE. DG & AGGREGATE TO BE COMPACTED SEPARATELY TO 90% W/350 LB.
ROLLER-DG SHALL BE FLUSH WITH ASPHALT ROAD OR CONCRETE DRIVEWAY WHERE IT
OCCURS. 12% MAXIMUM LONGITUDINAL SLOPE, 2% MINIMUM CROSS SLOPE. WIDTH PER PLAN.
2. DRIVEWAY CONCRETE PAVING OR ADJACENT DRIVEWAY PAVING MATERIAL.
3. 2X6 REDWOOD OR COMPOSITE HEADER WHERE NO CONCRETE EDGE PER #2 -ATTACH 2X4X12"
STAKE 4' O.C. TO 2X6 WI 2 GALVANIZED NAILS -FINISH GRADE TO BE FLUSH WITH TOP OF 2X6. I II CONG PATIO PER LS
b EX.ACPAVEMENT I I _____________ FF42.27 -APRPOX.LINEOFEXGRADE ~---
= r TO REMAIN~::~~2~%===~~~~:=:::::rc:::::::=:::::JE~~j:===========~~~===~~~~~~~~~~~~~=,~j~ d = CJ ---I 4" TRENCH DRAIN BY AGO OR EQUAL
EX. WALLS TO REMAIN FOOTINGS
UNKNOWN. CONTRACTOR TO VERIFY
L--J---"'---LOCATION & CONDITION OF WALLS &
FOOTINGS AND NOTIFY ENGINEERS OF
WORK OF ANY DISCREPANCIES
WEEP HOLES PER DETAIL SHEET 5
DG PARKING PER :I I I: __ I
4. 90% COMPACTED SUBGRADE-TREAT TOP OF SUBGRADE & FINISHED DG SURFACE WI
APPROVED PRE-EMERGENT GRANULAR HERBICIDE, INSTALL PER MANUFACTURER'S
RECOMMENDATIONS.
5. EXISTING AC ROADWAY
NOTES,
DETAILTHISSHEET ,ll, ll, 111:-111: 111 SECTION A-A '' -r 0-EX, 10" WATER
I:
SCALE: NTS
~ EX. 8" SEWER
RET. WALL PER STRUCTURAL SHEET 5.
CONTRACTOR TO INSTALL AS CLOSE TO
EXISTING WALLS AS POSSIBLE WITHOUT
DISTURBING EX WALL FOOTINGS
WALL SUBDRAIN PER GEOTECH
RECOMENDATIONS
i---7.6' __ _, APN 203-141-15
• SUBMIT SAMPLE OF DG PAVING OR CRUSHER FINES TO PROJECT LANDSCAPE
ARCHITECT PRIOR TO INSTALLATION FOR APPROVAL OF COLOR (SAMPLE MUST INCLUDE
PREMIXED STABILIZER)
• STABILIZER TO BE BLENDED INTO DG PAVING PRIOR TO DELIVERY TO SITE
• DG COLOR TO BE SUNSET GOLD BY SOUTHWEST BOULDER OR PROJECT LANDSCAPE
ARCHITECT APPROVED EQUAL.
DG PARKING DETAIL
SCALE: NTS
ABBREVIATIONS: ABBREVIATIONS CONT'D:
0 ~l'.f/j 1t;l_ WA,
s··RADDI ,S Pl APN 203-141-14
RET. WALL PER STRUCTURAL SHEET 5. CONTRACTOR
TO VERIFY NEIGHBORING ELEVATIONS & ALERT
ENGINEER OF ANY DISCREPANCIES.
EXIST.
PAVEMENT
w z ii! w 'a;: w u
2' MIN. GRIND & OVERLAY
IF EX. AC IS 4" THICK
3' MIN. G&O IF EX. AC IS
5" OR THICKER
TO PROVIDE A SMOOTH
RANSITION
GRIND & OVERLAY
SCALE: NTS
TW@FGIFS -~-rr;
E BW@FG/FS
TPFT ill't--1''-----
SCALE: NTS
NOTES:
• ALL SERVICE LINES TO THE SUBJECT BUILDING SHALL BE CONSTRUCTED UNDERGROUND.
• THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTATION AND/OR BENCHMARKS WHICH WILL BE DISTURBED OR
DESTROYED BY CONSTRUCTION. SUCH POINT SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE MONUMENTATION BY A
LICENSED LAND SURVEYOR ORA REGISTERED CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. A CORNER RECORD
OR RECORD OF SURVEY, AS APPROPRIATE, SHALL BE FILED BY THE LICENSED LAND SURVEYOR OR THE REGISTERED CIVIL
ENGINEER AS REQUIRED BY THE LAND SURVEYOR'S ACT
• ALL STREET SIGNS, LIGHTS, LAMPS, UTILITIES, ETC. LOCATED WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE PROTECTED IN-PLACE
DURING CONSTRUCTION OR REPLACED TO THE SATISFACTION OF THE CITY ENGINEER.
• EX. FH APPROXIMATELY 149' NORTH OF NORTHERLY PL
• EX. WM FOR 203-141-09 (2678 OCEAN) IS LOCATED ALONG THEIR SOUTHERN PL, APPROXIMATELY 50' SOUTH OF PROJECT SOUTHERN
PL
CONTRACTOR SEWER NOTES:
NO TOPOGRAPHIC EVIDENCE OF EXISTING SEWER LATERAL LOCATION PROVIDED. HISTORIC INFORMATION SUGGESTS A SEWER
CONNECTION FOR 2669 GARFIELD RUNS THROUGH SUBJECT PROPERTY AND JOINS WITH SEWER FROM SUBJECT PROPERTY. CITY TO
ADVISE ON PROPOSED REQUIRED CONNECTIONS FOR BOTH 2668 OCEAN ST. AND 2669 GARFIELD ST
ANY EXISTING SEWER LATERALS SERVICINGAPN 203-141-15 & 203-141-08 SHALL BE REMOVED FROM THE RIGHT-OF-WAY. THE TRENCH
RESURFACING SHALL BE PER GS-25.
NEW SEWER LATERAL SERVICING APN 203-141-15 TO BE SLEEVED THROUGH RETAINING WALL PER SDWAS WP-04.
CONTRACTOR TO POTHOLE EXISTING UTILITIES AND VERIFY DEPTH AND LOCATION PRIOR TO THE START OF CONSTRUCTION.
THE LOCATIONS OF UNDERGROUND STRUCTURES AND UTILITIES SHOWN HEREON HAVE BEEN OBTAINED FROM AVAILABLE RECORDS
FOR THE BENEFIT OF THE CONTRACTOR. THE DEPICTION OF UTILITIES SHOWN ON THESE PLANS DOES NOT CONSTITUTE A GUARANTEE
OF THEIR EXACT LOCATION, DEPTH, SIZE, OR TYPE. EXACT LOCATION, DEPTH, SIZE AND TYPE MAY BE VERIFIED BY POTHOLING PRIOR
TO CONSTRUCTION. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONARY MEASURES TO PROTECT ALL UNDERGROUND
AND/OR OVERHEAD STRUCTURES AND/OR UTILITIES WHETHER OR NOT THEY ARE SHOWN HEREON.
CITY SEWER NOTES
1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE 'CITY OF CARLSBAD 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 WORKS CONSTRUCTION, LATEST EDITION (GREEN BOOK).
2. BEFORE ANY CONNECTION TO THE CITY'S EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM THE CITY. IT MUST BE SIGNED AND APPROVED BY THE CITY
ENGINEER OR DESIGNEE.
3. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED.
4.CONTRACTOR TO COORDINATE WITH 2669 GARFIELD ST (APN 203-141-15) ON SEWER AND WATER REMOVAL AND INSTALLATION.
5.CONTRACTOR TO LOCATE & REMOVE SEWER LATERAL WITHIN RIGHT-OF-WAY PER CARLSBAD ENGINERING STANDARD VOLUME 1 SECTION 15000 3.12
CITY WATER NOTES
1. WATER & RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING
STANDARDS" (LATEST EDITION) VOLUMES 2 & 3.
2. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M.W.D. LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M.W.D. OFFICE AND
MUST BE SIGNED AND APPROVED BY THE CITY OF CARLSBAD'S DEPUTY CITY ENGINEER AND THE UTILITY OPERATIONS' PUBLIC WORKS MANAGER.
3. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760)
438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M. ON THE WORK DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE
NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.
4. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT, ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO
COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE DISTRICT ENGINEER.
5. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS ASOILS TEST
REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE FORM OF
PROTECTION.
6. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VALVE AND BUILDING
SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL.
7. ALL POTABLE WATER SERVICES SHALL BE 1' AND ALL METERS SHALL BE 1" (UNLESS OTHERWISE NOTED ON PLANS).
8. ALL WATER METER BOXES SHALL BE 17' X 30" X 12' POLYMER CONCRETE AS MANUFACTURED BY ARMORCAST OR EQUAL.
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 THE SEPARATION OF WATER MAINS AND SANITARY SEWERS'
PUBLISHED BY THE STATE OF CALIFORNIA'S DEPARTMENT OF HEALTH SERVICES.
12. AXIAL DEFLECTION AT THE PIPE JOINTS IS NOT ALLOWED. THE USE OF A HIGH-DEFLECTION COUPLING AT A PIPE JOINT MAY BE PERMITTED BY THE INSPECTOR ON A
CASE BY CASE BASIS NOT TO EXCEED 4 DEGREES TOTAL DEFLECTION PER COUPLING (2 DEGREES/EACH GASKET). USE CERTAINTEED 'VINYL-IRON' H.D. FOR C900.
13. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED.
14. NO CUTTING OR SNAPPING OF ASBESTOS CEMENT PIPE (ACP) IS PERMITTED. CONTRACTOR SHALL REMOVE ACP TO NEAREST COUPLING AND INSTALL ACP X PVC ADAPTORS
AND THE NECESSARY PVC SIZE AND CLASS PIPE TO INSTALL THE TEE ATTHE STATION.
15. PRIOR TO BACKFILL, INSTALL TRACER WIRE ON TOP OF PIPE AND SECURE IN PLACE WITH 2-INCH WIDE PLASTIC ADHESIVE TAPE AT MAXIMUM 10-FOOT INTERVALS. WIRE
TO ENTER VALVE STANDS BY MEANS OF DRILLED HOLE IN PIPE STAND WALL JUST BELOW 4TTBOX. WIRE IS NOT TO INTERFERE WITH 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 AN
ELECTRICAL EPOXY RESIN SUCH AS SCOTCHCAST, OR APPROVED EQUAL. PROVIDE 24 INCHES OF COILED WIRE AT 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 DAMAGED SHALL BE REPLACED.
TRACER WIRE SHALL BE AWG NO. 8 STRANDED COPPER WIRE WITH HIGH MOLECULAR WEIGHT POLYETHYLENE (HMWIPE) INSULATION SPECIFICALLY DESIGNED FOR
DIRECT BURIAL IN CORROSIVE SOIL OR WATER. POLYETHYLENE INSULATION SHALL CONFORM TO ASTM D 1248, TYPE 1, CLASS C. WIRES WITH CUT OR DAMAGED
INSULATION ARE NOT ACCEPTABLE AND REPLACEMENT OF THE ENTIRE WIRE WHICH HAS BEEN DAMAGED WILL BE REQUIRED AT THE CONTRACTOR'S EXPENSE.
16. CONTRACTOR TO SUBMIT E-28 FORM TO CM&I, MINIMUM 2 WEEKS PRIOR TO SCHEDULED WATER SHUTDOWN.
CONTRACTOR TO COORDINATE WITH OWNERS OF 2669 GARFIELD ST
(APN 203-141-15) TO PROVIDE THEIR WATER AND SEWER SERVICE
CONNECTIONS. NEIGHBOR HAS A PENDING GRADING/BUILDING
PERMIT APPLICATION. SHOULD CITY OF CARLSBAD REQUIRE THEM TO
CONNECT TO WATER IN GARFIELD AS PART OF THEIR CONDITIONS OF
APPROVAL, THE PROPOSED WATER SERVICE SHOWN ON THIS PLAN
MAY BE ABANDONED OR NOT INSTALLED, DEPENDING ON TIMING.
c,'i'-1 w. c; <
PASCO LARET SUITER
I ASSOC!A'ii'IE:S
San llieao I Solana Beach I Orange County
Phone 949.661.66951 www.plsaenglneertns.com
"AS BUil T"
o. RCE 6807 RCE ___ _ EXP. ____ _ DATE
REVIEWED BY:
INSPECTOR DATE
4.5'±
PL PL
AC
APPROX
BW@FG
CL
ASPHALT CONCRETE
APPROXIMATE
BOTTOM OF WALL AT FINISH GRADE
CENTER LINE
PROP
PUB
PVT
RIM
RYSB
SD
SDRSD
SDWAS
SF
PROPOSED
PUBLIC
PRIVATE
RIM ELEVATION
1---+--,_---------------------~I SH2EET I. _c_1TY __ o_F_c_A_R_L_s_s_A_□~ISHE5ETSI _ ENGINEERING DEPARTMENT
APN
203-141-07
5' 5'
SYSB 5' SYSB
5' PVT. SEWER EASEMENT +-----, A N
'---op, PVT. WATER EASEMENT DOC 2024-0133808 -
DOC 2024-0133809 REC 5129124 203-141-09 =-~ ===~➔~=~~===========F=F=42=.2=7=======D=EE=P=~=~=~=~=~~=~=~=~=~r~~--1== j l\_ · SEWER LATERAL FOR EX. FENCE
CONG CURB PER RELOCATED WATER SERVICE APN 203-141-15 ~ TO REMAIN
SDRSD G-2 FOR·APN 203-141-15 SECTION B-B
4' RET WALL SUBDRAIN 4" PVC SD TRENCH DRAIN
SCALE: NTS
APRPOX. LINE
_J)F EXJl.R6QL L -2.W..MIIJ -
EX. WALLS TO REMAIN FOOTINGS
UNKNOWN. CONTRACTOR TO VERIFY
LOCATION & CONDITION OF WALLS &
FOOTINGS AND NOTIFY ENGINEERS
OF WORK OF ANY DISCREPANCIES
11 I I
I I I 1· I I I I
RET. WALL PER STRUCTURAL SHEET 5. CONTRACTOR
TO INSTALL AS CLOSE TO EXISTING WALLS AS
POSSIBLE WITHOUT DISTURBING EX. WALL FOOTINGS
EAST WALL CUT DETAIL
SCALE:NTS
DW
EL
EX
FS
FG
FYSB
FL
HP
IE
LF
LS
MAX
MIN
oc
PL
DOMESTIC WATER
ELEVATION
EXISTING
FINISH SURFACE
FINISH GROUND
FRONT YARD SETBACK
FLOWLINE
HIGH POINT
INVERT ELEVATION
LINEAR FEET
LANDSCAPE
MAXIMUM
MINIMUM
ON CENTER
PROPERTY LINE
ss
SYSB
TC
TF
TG
TPFT
TW
TW@FG
TYP
WM
REAR YARD SETBACK
STORM DRAIN
SAN DIEGO REGIONAL STANDARD DRAWING
SAN DIEGO WATER AGENCIES' STANDARDS
SQUARE FEET
SANITARY SEWER
SIDE YARD SETBACK
TOP OF CURB
TOP OF FENCE
TOP OF GRATE
TOP OF FOOTING
TOP OF WALL
TOP OF WALL AT FINISH GRADE
TYPICAL
WATER METER
DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL
DATE INITIAL
CITY APPROVAL
GRADING PLANS FOR:
SWAN RESIDENCE
(2668 OCEAN STREET SFD)
GR 2022-0036
APPROVED:
ENGINEERING MANAGER
RVWD BY:
CHKD BY:
GRADING PLAN & SITE SECTIONS
JASON S. GELDERT
RCE 63912 EXP. 9130/26
PROJECT NO.
CDP2021-0025
DATE
DRAWING NO.
539-2A
Docusign Envelope ID: 80322783-DF47-4C3B-9026-F65B371DAF6F
10/3/2024
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 AREA OF DISTURBANCE EROSION CONTROL HYDROSEEDING, PLANTING AND IRRIGATION BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE THROUGHOUT THE DURA T/ON OF THE CONSTRUCT/ON WORK (YEAR ROUND).
1. ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA T/ON SHALL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT: CRISTA SWAN BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD Erosion Control Sediment Control 8MPs Tracking Non-Storm W..ter W..ste Management and Materials AREA OF DISTURBANCE 4,234 S.F. A T {TEL. NO.} 760-458-0797 SPECIF/CA T/ONS AND THE FOLLOWING: 8MPs Control 8MPs Management 8MPs Pollution Control 8MPs
2. DEVICES SHOWN ON CITY APPROVED PLANS SHALL NOT BE MOVED OR MODIFIED A HYDROSEEDING SHALL BE APPLIED TO: C: -.§ .§ .!2 ij -(THIS AREA INCLUDES BUT IS NOT LIMITED TO WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. I ALL SLOPES THAT ARE GRADED 6: I {HORIZONTAL TO VERTICAL) OR .., -.., ij --0> 0 ..,
C: -l!l § <.> <.> .§ ~ ·r E § ~ 6 OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS STEEPER WHEN THEY ARE: -!2 ~ ~ -_g 2 -9-., AND TEMPORARY DISTURBANCE SUCH AS VEHICLE 3. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER -.., "' 0> J -!! --·§ ~ :, ~ 0> -a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO PUBLIC .... 0 C: ., .s .s "' "' "' ; ~ 0 C: "' .,
o-0> g. "' -AND EQUIPMENT STAGING AREAS, CONSTRUCT/ON TO THE SA T/SFACT/ON OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. ~ 0 0 C: "' C: "' ~ § -!2 ;£_ "' WAU OR STREET. Best Management Practice* ., .s: ca ~ 8 C: 0> 0> "' .. "' ,.!:: .s;: 8~ -'ii ~ --.,_
WORKER FOOT TRAFFIC, SOIL/GRAVEL PILES, UTILITY -S: I .s: ~ .., "' ;£ .., ::E ~ 2 ij "' ij ;;;: ij b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. (BMP) Description ➔ .2 ~ ti .. "' ., 0> .. "" e c: ~-~ C: c::, .., e 8 ~ 0 ~-'== it al~ § .§ i~ TRENCHES, BACKFILL CUTS AND SLOPE KEYWA YS) 4, THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE -., ~ (I) -c-2 0 0> ., 5~ 2~ ~-~ '= ij ca 0> -~-., -c::, 0> c::, C: -.. "" -~ 0 --!! ~-~ .52 en -~ REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERA T/ONS OR UNFORSEEN "' :l -<: " ~ e-M :::~ ~ 31: .,.-~ n. e 8' -e 0> ~ "" 2 AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE e .., ., .§ -t§ a; ] .. :, ~ ·-.., .,-c: e -g ~e " " o<> CIRCUMSTANCES WHICH MAY ARIS£ "' ---.s; g. -g ~ -g " -<.> <.> --~ t:: FOLLOWING CONDITIONS EXIST.· Cb-~ £ & 0 ~ e -.., .. e ~ <.> ,g .s e ;£ ct ~8 -i~ ~o -0 :::::cc ~j C: § ct~ ;£ i75 V) c'l cS ~ vi~ vi .s ti~ ~ " -~ -bl-8 ~~ 8 ::E NOT SCHEDULED FOR IMPROVEMENTS (CONSTRUCT/ON OR Lu c::, "' "' 0.: ::E "' "' 5, THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS a.
TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS GENERAL LANDSCAPING) WITHIN 60 DA l'.5 OF ROUGH GRADING. CASQA Designation -----:) "< .... ..... "' 0) -"' .... LO co ..... "' 0 "< -"' ..... "' -"< "' .... LO co "' ----CONDITION. b. IDENTIFIED BY THE PARKS AND RECREA T/ON DIRECTOR AS 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 CONSTRUCTION THREAT: fi: fi: fi: fi: fi: fi: t),j t),j t),j t),j t),j t),j t),j t),j I:!: I:!: "' "' "' "' i HIGHLY VISIBLE TO THE PUBLIC. Construction Activity .a: .a: .a: .a:
6, GRADING AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE HA VE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY C. Grading/Soil Disturbance X X X >< >< >< ><: >< >< >< CONSTRUCT/ON THREAT TO STORM WATER QUALITY {CHECK BOX): OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. >< Trenchina/txcavation --..,.... ---..,.... ..,,, --..,.... --..,.... ~ --..,....
l)S] HIGH □ MEDIUM 7. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING 8 HYDROSEEDING AREAS SHALL BE /RR/GA TED IN ACCORDANCE WITH THE Stockni/ina DAY WHEN FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%}. SILT
AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. FOLLOWING CRITERIA: Dril/inn /Rorina
1 ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT AR£· Concrete/A•nhalt Sawcuttina X >< >< >< X >< >< >< ><
8. ALL GRAVEL BAGS SHALL CONTAIN 3/4 INCH MINIMUM AGGREGATE. a. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HAND >< Concrete Ratworl< X ~ ~ >< X --..,.... ~ ~ X WATERING FROM QUICK COUPLERS/HOSE BIBS OR A Paving X X X X X X X X
9. ALL EXPOSED DISTURBED AREAS MUST HA VE EROSION PROTECTION BMPs PROPERLY CONVENTIONAL Sl'.5TEM OF LOW PRECIPITA T/ON SPRINKLER >< Conduit/Pipe Installation X ,;><,. >< X ,;><,. ,;><,. ~ EMERGENCY CONTACT: INSTALLED. THIS INCLUDES ALL BUILDING PADS, UNFINISHED ROADS, AND SLOPES. HEADS PROVIDING 100% COVERAGE Stucco/Mortar Work X X X X X X X b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A NAME: CRISTA SWAN
10, ADEQUATE PERIMETER PROTECTION BMPs MUST BE INSTALLED AND MAINTAINED AND CONVENTIONAL Sl'.5TEM OF LOW PRECIPITA T/ON SPRINKLER HEADS >< Waste Disposal ,;><,. .,.x., ,.x... ,;><,. ,;><,. ~ ,;><,.
WILL BE UPGRADED, IF NECESSARY. TO PROVIDE sumcJENT PROTECTION FROM RUNOFF PROVIDING 100% COVERAGE. Staainn/Lav Down Area X >< ><'. X X X ADDRESS: 2668 OCEAN STREET, CARLSBAD, CA 92008
DURING RAIN EVEN TS. [auiPment Maintenance and Fuelina PHONE NO.: 760-458-0797
11. ADEQUATE SEDIMENT CONTROL BMPs MUST BE INSTALLED AND MAINTAINED. 2 AREAS SLOPED LESS THAN 6: I SHALL BE /RR/GA TED AS APPROVED BY Hazardous Substance Use/Storaae THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL DewaterinQ 12. ADEQUATE BMPs TO CONTROL OFFS/TE SEDIMENT TRACKING MUST BE INSTALLED AND SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/GA T/ON TO THE CITY Site Access Across Dirt MAINTAINED. ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE
NUMBERS, TYPE, AND COSTS OF THE ELEMENTS OF THE PROPOSED Sl'.5TEM. Other OistJ:
13. A MINIMUM OF 125% OF THE MATERIAL NEEDED TOO INSTALL STANDBY BMPs TO Instructions: PROTECT THE EXPOSED AREAS FROM EROSION AND PREVENT SEDIMENT DISCHARGES, 3 /RR/GA T/ON SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE 1. Check the box to the left of all applicable construction activity (first column) expected to occur during construction.
MUST BE STORED ONSITE. AREAS ALREADY PROTECTED FROM EROSION USING PH>'.5/CAL OPTIMUM LEVEL FOR THE GRADING OF THE HYDROSEEDED GROWTH. 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 OWNER'S CERTIFICATION: STAB/LIZA T/ON OR ESTABLISHED VEGETA T/ON STAB/LIZA T/ON BMPs ARE NOT CONSIDERED 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. TO BE "EXPOSED" FOR PURPOSES OF THIS REQUIREMENT. C HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING:
1 SEED MIX SHALL CONSIST OF NO LESS THAN: 3. Refer to the CASQA construction handbook for information and details of the chosen BMPs and how to apply them to the project. I {WE") UNDERSTAND AND ACKNOWLEDGE THAT I MUST.· (1) IMPLEMENT
14, THE OWNER/DEVELOPER/CONTRACTOR MUST FOUOW 'WFA THER TRIGGERED" ACTION a. 20 lbs. PER ACRE OF ROSE CLOVER BEST MANAGEMENT PRACTICES {BMPs) DURING CONSTRUCT/ON ACTIVITIES
PLAN AND BE ABLE TO DEPLOY STANDBY BMPs TO PROTECT THE EXPOSED PORTIONS OF b. 20 lbs PER ACRE OF ZORRO FESCUE TO THE MAXIMUM EXTENT PRACTICABLE TO A VOID THE MOB/LIZA TION OF
THE SITE WITHIN 48 HOURS OF A PREDICTED STORM EVENT (A PREDICTED STORM EVENT c, 3/bs PER ACRE OF E SCHOOL CIA CALIFORNICA POLLUTANTS SUCH AS SEDIMENT AND TO A VOID THE EXPOSURE OF STORM
IS DEFINED AS A 40% CHANCE OF RAIN WITHIN A 5-DA Y NA T/ONAL WEATHER SERVICE d. 4 lbs PER ACRE OF ACHILLEA MILLEFOLIA WATER TO CONSTRUCT/ON RELATED POLLUTANTS; AND (2) ADHERE TO, AND
FORECAST). ON REQUEST, THE OWNER/DEVELOPER/CONTRACTOR MUST PROVIDE PROOF e. Jibs PER ACRE OF AL l'.5SUM {CARPET OF SNOW) AT AU TIMES, COMPLY WITH THIS CITY APPROVED TIER 2 CONSTRUCT/ON SWPPP
OF THIS CAPABILITY. f. 1/2 lb. PER ACRE IF DIMORPHOLECA THROUGHOUT THE DURA T/ON OF THE CONSTRUCT/ON ACT/VlnES UNTIL THE
CONSTRUCT/ON WORK IS COMPLETE AND SIGNED OFF BY THE CITY OF CARLSBAD. 15. DEPLOYMENT OF PH>'.5/CAL OR VEGETA T/ON EROSION CONTROL BMPs MUST COMMENCE g, ITEMS c, d, e, AND f OF THIS SUBSECTION MAY BE OMITTED ON
~K-AS SOON AS SLOPES ARE COMPLETED. THE OWNER/DEVELOPER/CONTRACTOR MAY NOT RELY VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENT/AL
ON THE ABILITY TO DEPLOY STANDBY BMP MATERIALS TO PREVENT EROSION OF SLOPES THAT STRUCTURES. ~ -HA VE BEEN COMPLETED. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A 9/9/24 NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY
16. THE AREA THAT CAN BE CLEARED, GRADED, AND LEFT EXPOSED AT ONE TIME IS DRILLING OR BROADCASING BEFORE HYDROSEEDING. CRISTA SWAN DATE
LIMITED TO THE AMOUNT OF ACREAGE THAT THE CONTRACTOR CAN ADEQUATELY PROTECT i ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE 2668 OCEAN STREET
PRIOR TO A PREDICTED RAIN EVENT. FOR LARGER SITES, GRADING SHOULD BE PHASED. IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT CARLSBAD, CA 92008
IT MAY BE NECESSARY TO DEPLOY EROSION AND SEDIMENT CONTROL BMPs IN AREAS THAT OF FOOD AND AGR/CUL TURE CERT/FICA T/ON TAG ATTACHED TO, f',
ARE NOT COMPLETED, BUT ARE NOT ACT/VEL Y BEING WORKED BEFORE ADDITIONAL GRADING OR PRINTED ON SAID CONTAINERS. A IS ALLOM"D TO PROCEED, AT THE DISCRETION OF THE CITY INSPECTOR. j. NON-PHYTO-TOX/C M"TT/NG AGENTS MAY BE ADDED TO THE 9/9/24
HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. CHRISTOPHER SWAN DATE 17. ALL DISTURBED AREAS THAT ARE NOT COMPLETED AND/OR NOT BEING ACTIVELY GRADED 2668 OCEAN STREET MUST BE FULLY PROTECTED FROM EROSION IF LEFT FOR 14 OR MORE DA l'.5. THE ABILITY CARLSBAD, CA 92008
TO INSTALL BMP MATERIALS IN A PROMPT MANNER IS 1JQI SUFFICIENT. BMPs NEED TO BE 2 TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS HAN 2000 lbs PER
INSTALLED IN THESE AREAS. ACRE TYPE 6 MULCH {STRAW) MAY BE SUBSTITUTED, WHEN STRAW IS USED,
18. BMPs MUST BE STOCKPILED AT VARIOUS LOCATION THROUGHOUT THE PROJECT SITE IT MUST BE ANCHORED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS
THROUGHOUT THE YEAR. WHENEVER THERE IS A 40% CHANCE OR GREATER OF A RAIN THAN 50% IF THE STRAW INTO THE SOIL
WITHIN A THREE {3) DAY FORECAST, THE INSPECTOR WILL VERIFY THAT BMPs ARE 3 FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0 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 WI TH 15% SULPHUR APPLIED A T THE RA TE OF 500 lbs. PER ACRE.
THIS REQUIREMENT COULD RESULT IN THE ISSUANCE OF A STOP WORK NOT/CF OR OTHER
ENFORCEMENT ACTION. D AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING:
1 ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A
19. ALL TREATMENT AND EROSION CONTROL BMPs MUST BE INSPECTED M"EKL Y AND COMB/NA T/ON OF:
PRIOR TO A FORECASTED RAIN EVENT OF GREATER THAN 50%, AND AFTER A RAIN EVENT. a. TRACK WALKING SLOPES STEEPER THAN 6: 1.
IN ADDITION, TREATMENT CONTROL BMPs MUST BE SERVICED AS NEEDED THROUGHOUT b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFFICIENT!_ Y
THE YEAR. FRIABLE
2 AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING 20, IF SELECTED BMP FAILS DURING A RAIN EVENT, IT MUST BE REPAIRED OR IMPROVED CONDITIONS EXIST.·
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 SEED BED.
IT WAS USED. REPAIRS AND REPLACEMENT MUST THEREFORE PUT A MORE ROBUST BMP b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING
MEASURE IN PLACE COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR
GROWTH. 21. ALL CONSTRUCT/ON EMPLOYEES MUST BE TRAINED ON THE IMPORTANCE OF STORM
WATER POLLUTION PREVENTION AND BMP MAINTENANCE. 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 T/ON INSTALLED AND BE STABILIZED, PLANTED
WEATHER TRIGGERED ACTION PLAN AND/OR HYDROSEEDED WITHIN TEN {10) DA l'.5 OF THE TIME WHEN EACH SLOPE IS BROUGHT
TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS.
THE DEVELOPER SHALL DEPLOY STANDBY BEST MANAGEMENT PRACTICE MEASURES TO 3. SHOULD GERM/NAT/ON OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFICIENT
COVERAGE OF GRADING SLOPES (90% COVERAGE) PRIOR TO OCTOBER 1, THE SLOPES SHALL COMPLETELY PROTECT THE EXPOSED PORTIONS OF THE SITE WITHIN 48 HOURS OF A BE STABILIZED BY AN APPROPRIATE EROSION CONTROL MA TT/NG MATERIAL APPROVED BY PREDICTED STORM EVENT { A PREDICTED STORM EVENT IS DEFINED AS A FORECASTED, 40% THE PUBLIC WORKS INSPECTOR. CHANCE OF RAIN BY THE NA T/ONAL 11£"A THER SERVICE), IN ADDITION TO BMPs IMPLEMENTED
YEAR-ROUND INCLUDING PERIMETER CONTROL, WIND EROSION CONTROL, TRACKING, 4. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY NON-STORM WATER CONTROL, WASTE MANAGEMENT, AND MATERIALS POLLUTION CONTROL THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT
THE NA T/ONAL WEATHER SERVICE FORECAST SHALL BE MONITORED AND USED BY OR AS DIRECTED BY THE CITY ENGINEER OF PLANNING DIRECTOR.
THE DEVELOPER ON A DAILY BASIS. IF PRECIPITA T/ON IS PREDICTED { 40% CHANCE OF
RAIN), THEN THE NECESSARY WATER POLLUTION CONTROL PRACTICES SHALL BE DEPLOYED 5. THE OWNER/APPLICANT SHALL ENSURE THAT ALL CONTRACTORS SHALL
WITHIN 48 HOURS AND PRIOR TO THE ONSET OF THE PRECIPITA T/ON. COORDINATE THE WORK OF THIS CONSTRUCT/ON SWPPP SHOWN ON ANY GRADING I SH3ET I CITY OF CARLSBAD I SH5TS I PLANS, LANDSCAPE AND /RR/GA T/ON PLANS, AND IMPROVEMENT PLANS AS THE DEPLOYMENT OF THE BMPS SHALL INCLUDE BUT NOT BE LIMITED TO GRAVEL BAGS AND REQUIRED FOR THIS PROJECT WORK. ENGINEERING DEPARTMENT
SIL T FENCES. A MINIMUM OF 125% OF THE MATERIAL NEEDED TO INSTALL STANDBY BEST
<?l'-ofESSJ~ EROSION CONTROL PLANS FOR: MANAGEMENT PRACTICES MEASURES TO PROTECT THE EXPOSED AREAS FORM EROSION AND SWAN RESIDENCE PREVENT SEDIMENT DISCHARGES MUST BE STORED ON-SITE. AREAS THAT HA VE ALREADY '&) :;,._'/ W. (~
BEEN PROTEC TED FROM EROSION USING PH l'.5/CAL STAB/LIZA T/ON OR ESTABLISHED "' !.;<Ji < (2668 OCEAN STREET SFD) VEGETA T/ON STAB/LIZA T/ON BMPS AS DETERMINED BY THE CITY OF CARLSBAD ARE NOT !,] 0: 1f =~ ~ c., G'> CONSIDERED TO BE "EXPOSED" FOR THE PURPOSES OF "WFA THER TRIGGERED ACTION PLAN~ ~ No. RCE 6B075 ; GR 2022-0036 TIER 2 SWPPP TITLE SHEET
AN ADEQUATE SOURCE OF EQUIPMENT AND WORKERS SHALL BE AVAILABLE FOR APPROVED: JASON S. GELDERT DEPLOYMENT OF "WEATHER TRIGGERED BMPS~ PASCO LAREY SUITER 'l\ CIVIL '#..-
I A$SOCIA1rlES 'If-OF C/>.l>~O ENGINEERING MANAGER RCE 63912 EXP. 9130/26 DATE
~{,J~
Ill. San Diel!(> I Solana Beach I Orarv, Coun1y RVWD BY: PROJECT NO. DRAWING NO.
Phone 949.661.66951 www.plsaenglneerlng.com DATE INITIAL DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHKD BY: CDP2021-0025 539-2A
Docusign Envelope ID: 80322783-DF47-4C3B-9026-F65B371DAF6F
10/3/2024
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1. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
---__-.;::..-
/ -------::.-----
~ ,..---.
GRASS
2. STAPLE EXTRA STRENGTH SILT FENCE OR
WIRE FENCING TO THE POSTS. IF USING
EXTRA STRENGTH SILT FENCE, POSTS ARE
TO BE SPACED CLOSER THAN STANDARD
PRE-MANUFACTURED SILT FENCE
PRODUCTS.
~ ~ ,..---. . --------1)11
6IN(15CM) ~
3. ATTACH THE FILTER FABRIC TO
THE POSTS AND EXTEND IT
INTO THE TRENCH.
SILT FENCE
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
FILTER FABRIC 191)
'.J!l..!!l'iiu._ __
WIR~(!f INSTALLED)
N 55°59'04"E,i'.(99'
SCALE: 1"=5'
DIR \
SE-1 ------
LEGEND
(DELETE ITEMS NOT USED ON THE SITE MAP)
DESCRIPTION
HYDROSEEDING
PROPOSED GRAVEL BAGS
PROPOSED SILT FENCE
STREET SWEEPING
SANITARY WASTE FACILITIES
WATER CONSERVATION PRACTICES
PAVING & GRINDING OPERATIONS
CASQA STANDARD
EC-4
SE-4, SE-6
SE-1
SE-7
SE-10
NS-1
NS-3
PROPOSED CONSTRUCTION ENTRANCE TR-1
MATERIAL DELIVERY & STORAGE WM-1
MATERIAL USE WM-2
STOCKP~EMANAGEMENT WM-3
SPILL PREVENTION CONTROL WM-4
SOLID WASTE MANAGEMENT WM-5
HAZARDOUS WASTE MANAGEMENT WM-6
CONCRETE WASTE MANAGEMENT WM-8
SYMBOL
--x--x--
I SE-7 I
I SE-10 I
! NS-1 !
I NS-3 I
~
I WM-t I
I WM-2 I
I WM-3 I
I WM-4 I
I WM-s I
I WM-6 I
I WM-a I
QUANTITY
3,538 SF
(AS NEEDED)
194 EA
234LF
322SF
SI ,D
---
OLD BRICK WALL
s--RADDI ES PL
APN 203-141-16
..
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E:AVE=65.8
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I
I
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I ,
ROOr RIDGr~s9.7
I . l --
I
APN 203-141-15
roP OF WINDOW~ss.o
APN 203-141-14
CONTRACTOR TO MODIFIY CONSRUCTION
ENTRANCE IN THE FIELD AS NECESSARY
CONSTRUCT SEDIMENT BARRIER AND
CHANNELIZE RUNOFF TO SEDIMENT
TRAPPING DEVICE
DITCH
A
A
20' MIN
19' RADIUS
Ml.
COARSE
AGGREGATE
FILTER
FABRIC
1.1' MIN., UNLESS OTHERWISE
SPECIFIED BY A SOILS ENGINEER
SECTION A-A
tu LU g;
rn z
c:5
8
RIGINAL
GRADE
CONSTRUCTION ENTRANCE
GRAVEL BAGS OVERLAP
ONTO CURB
RUNOFF
_________,,
_____ ...v
RUNOFF
GAP BETWEEN BAGS
ACTS AS SPILLWAY
GRAVEL BAGS
/ITS
o~" w.
!I) <--;:: 35 G')
PASCO LARET SUITER
IA ASSIOC!AllES
San Diego I Solana Beach I Oranse County
Phone 949.661.6695 I www.plsaenglneerl1111-corn
No. RCE 68075
CiVI\.
TWO LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
TWO LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
l--+--+-------------1----1--4-----1--~I SH4EET I. _c_1TY---==o=F=C=A~R==L=s_s_A_D_JlsHE5ETSI _ ENGINEERING DEPARTMENT
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
EROSION CONTROL PLANS FOR:
SWAN RESIDENCE
(2668 OCEAN STREET SFD)
GR 2022-0036
APPROVED:
ENGINEERING MANAGER
RVWD BY:
'----'-----+-----'---_. DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL CHKD BY:
TIER 2 SWPPP EC PLAN
JASON S. GELDERT
RCE 63912 EXP. 9130/26 DATE
PROJECT NO.
CDP2021-0025
DRAWING NO.
539-2A
Docusign Envelope ID: 80322783-DF47-4C3B-9026-F65B371DAF6F
10/3/2024
CITY OF CARLSBAD
CHKD BY:OTHER APPROVAL
INITIALDATE
SHEET SHEETS
APPROVED:
RVWD BY:PROJECT NO.DRAWING NO.DATE INITIAL
ENGINEER OF WORK
DATE INITIAL
CITY APPROVALREVISION DESCRIPTION
ENGINEERING DEPARTMENT
1
JASON S. GELDERT
DATERCE 63912ENGINEERING MANAGER EXP. 9/30/24
GR 2022-0036
4
2668 OCEAN STREET SFD
CDP2021-0025 539-2A
GRADING PLANS FOR:
RETAINING WALL NOTES & DETAILS
"AS BUILT"
REVIEWED BY:
RCE EXP.DATE
INSPECTOR DATE
ABBREVIATIONS
GENERAL NOTES STATEMENT OF SPECIAL INSPECTION
CONCRETE NOTES
REINFORCING STEEL NOTES
MASONRY NOTES
FOUNDATION NOTES
RETAINING WALL DETAIL
MASONRY SPECIAL INSPECTION CBC 2022
SOIL DESIGN PROPERTIES
26
()SWAN RESIDENCE
55
Docusign Envelope ID: 80322783-DF47-4C3B-9026-F65B371DAF6F
10/3/2024