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GRADING 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 PORTION OF THE CARLSBAD MUNICIPAL
CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS
LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE
SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER OF WORK FROM
RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING
CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR
APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC
RIGHT-OF-WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA TE OF INSURANCE AS WELL AS ADDITIONAL
INSURED ENDORSEMENT MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED
ON THE PERMfTTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF
LIABILITY THE INSURANCE COMPANY WRITING THE POLICY MUST HA VE A RA TING OF 'A-' OR BETTER AND
A SIZE CA TE GORY OF CLASS Vff OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE.
5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER
APPROPRfA TE AGENCIES.
6. 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.
7. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT
CONSTRUCTED PRIOR TO THE DEADLINE DATE OF THE IMPROVEMENT AGREEMENT.
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
TITLE SHEET.
9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY
ENGINEER.
10. THE ORIGINAL ORA WING 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 CONSTRUCTION.
12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET,
(B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A
PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF
APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING
INSPECTOR WITHIN TWO WORK/NG DAYS OF THE COMPLETION OF FIELD TESTS.
13. A SOILS COMPACTION REPORT AND COMPLIANCE VER/FICA TION REGARDING ADHERENCE TO
RECOMMENDA T/ONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A
BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE DIRECTION OF A
PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF
APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE
WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND THE "EARTHWORK SPECIFICATIONS"
ATTACHED TO THE PRELIMINARY SOILS INVEST/GA TION. DAILY FIELD COMPACTION REPORTS WILL BE
SUBMITTED TO THE PROJECT INSPECTOR.
14. A PRE-CONSTRUCTION MEETING SHALL BE HELD AT THE SITE PRIOR TO THE BEGINNING OF WORK AND
SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION,
SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK THE CONTRACTOR SHALL REQUEST A
PRE-CONSTRUCTION MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE(5)
WORKING DAYS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR WILL THEN BE CONTACTED BY
THE PROJECT INSPECTOR TO COORDINATE A DA TE AND TIME FOR THE PRE-CONSTRUCTION MEETING.
APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE
PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING.
15. ALL INSPECTION REQUESTS OTHER THAN FOR PRE-CONSTRUCTION MEETING WILL BE MADE BY CALLING
THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT /760) 438-3891. INSPECTfON REQUEST MUST
BE RECEIVED PRIOR TO 2:00 P.M. ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL
BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2:00 P.M.
WILL BE SCHEDULED FOR TWO FULL WORKDAYS LATER.
16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN,
CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS,
LAWS AND REGULATIONS.
17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO
THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING
SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING
GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (57 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 AOMfNISTRA TIVE CODE. THE PLAN SHALL BE PREPARED BY A
REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT
MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION.
18. NO BLASTING SHALL BE PER.FOR.MED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE
CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING PERMIT WELL IN ADVANCE OF THE SCHEDULING
OF BLASTING OPERATIONS.
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURING
CONSTRUCTION, OPERATIONS WILL CEASE fMMEOfA TEL Y. AND THE PERMfTTEE WILL NOTIFY THE CITY
ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY
FROM THE CITY ENGINEER TO DO SO.
20. ALL OPERA T/ONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR,
ARRIVAL, DEPARTURE OR OPERA TfON 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 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 CITY ENGINEER FOR
APPROVAL TWO FULL WORK/NG DAYS PRIOR TO BEGINNING OF WORK.
22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MA TE RIAL SHALL BE DEPOSITED AT, A SITE
APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR
DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING
OPERATION.
23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED
UNLESS SPECIFICALLY NOTED ON THE PLAN.
24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF WATER IS NOT
PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A MINIMUM ONE PERCENT SLOPE.
25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SWPPP AND/OR SET OF EROSION CONTROL
PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY THE CITY ENGINEER OR AS
DIRECTED BY THE PROJECT INSPECTOR.
26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS
SECTION. THE SITE SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER
DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER.
27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN (10) DAYS
OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS.
28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF
CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, ORA WING NO. XXX-XX.
AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR.
29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF
THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND IRRIGATION PLANS AND THE
IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL
TIME REQUIREMENTS.
30. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERA TfON, fT
SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH
PROPERLY COMPACTED SO/LS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR
REMOVED AS APPROVED BY THE CITY ENGINEER.
31. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE
CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. ATTENTION IS CALLED
TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A
LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER
EXISTING FACILITIES OR STRUCTURES NOT SHOWN.
32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVE GROUND AND
UNDER GROUND) WITHIN THE PROJECT SITE SUFFfCfENTL Y AHEAD OF GRADING TO PERMIT THE
REVISION OF THE GRADING PLANS IF fT IS FOUND THAT THE ACTUAL LOCA T/ONS 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 (DIG ALERT)
SDG&E
AT&T
SPECTRUM CABLE
COX COMMUN/CATIONS
CITY OF CARLSBAD(STREETS & STORM DRAIN)
'CITY OF CARLSBAD(SEWER, WATER & RECLAIMED WATER)
'SAN DIEGUITO WATER DISTRICT
'LEUCADIA WASTEWATER DISTRICT
'VALLECfTOS WATER DISTRICT
'OLIVENHAfN WATER DISTRICT
'BUENA SANfTA TION DISTRICT
'AS APPROPRfA TE
34. PERMIT COMPLIANCE REQUIREMENTS:
811
(800)411-7343
(619)237-2787
(800)227-2600
(619)262-1122
(760)434-2980
(760)438-2722
(760)633-2650
(760)753-0155
(760)744-0460
(760)753-6466
(760)726-1340 x1330
A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND/OR
GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND CONTROL THE WORK IN PROGRESS
(15.16.120 A.BJ CARLSBAD MUNICIPAL CODE.
B. PRIOR TO COMPLETION OF GRADING WORK -THE FOLLOWING REPORTS MUST BE SUBMITTED TO
THE CITY ENGINEER VIA THE PROJECT INSPECTOR PER SECTION 15.16.120 OF THE CARLSBAD
MUN/Cf PAL CODE:
(1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL GRADING IS COMPLETE.
ALL EROSION CONTROL, SLOPE PLANTING AND IRRIGATION ARE INSTALLED IN
CONFORMANCE WITH CITY CODE AND THE APPROVED PLANS (OBTAIN SAMPLE OF
COMPLIANCE LETTER FROM CITY 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 LAB ORA TORY TESTS. THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE
SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS
AND RECOMMENDA T/ONS OUTLINED IN THE PRELIMINARY SOILS REPORT AND ANY
SUPPLEMENTS THERETO.
(4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY.
35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) YEAR AFTER 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 TfSFACTfON OF THE CITY ENGINEER.
TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION
ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE INSTALLED AND
MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIF/CATIONS AND THE FOLLOWING:
A. HYDROSEEDING SHALL BE APPLIED TO:
1. ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN
THEY ARE:
a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO 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 CONDITIONS EXIST
a. NOT SCHEDULED FOR IMPROVEMENTS (CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN
60 DAYS OF ROUGH GRADING.
b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC.
c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS
fMMEDIA TE TR.EA TMENT.
B. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING CRITERIA
1. ALL SLOPES THATAREGRADED6:1 OR STEEPER AND THAT ARE:
a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND WA TERfNG FROM QUICK
COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER
HEADS PROVIDING 100% COVERAGE.
b. GR.EATER 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 IRRfGA TED AS APPROVED BY THE CITY ENGINEER, PRIOR
TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE fRRIGA TfON TO
THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND
COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM.
3. IRRfGA TION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE
GROWTH OF THE HYDROSEEDED GROWTH
C. HYDROSEEDfNG 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 CALfFORNfCA
d. 4 lbs. PER ACRE OF ACHfLLEA MfLLEFOLfA
e. 3 lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW)
f. 112 lb. PER ACRE OF DfMORPHOLECA
g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA
BEING HYDROSEEDED /SNOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL
STRUCTURES.
h. ITEM a OF THIS SUBSECTION MUST BE fNOCULA TED WITH A NITROGEN FIXING BACTERIA AND
APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDfNG.
i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS
WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG
ATTACHED TO, OR PRINTED ON SAID CONTAINERS.
j. NON-PHYTO-TOXfC WETTING 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 HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN
STRAW IS USED fT 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 SULFATE, 16-20-0, WITH 15% SULPHUR
APPLIED AT THE RA TE OF 500 lbs. PER ACRE.
D. AREAS TO BE HYDROSEEOED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY:
1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF:
a. TRACK WALK/NG SLOPES STEEPER THAN 6:1
b. HARROWING AREAS 6:1 OR FLATTER THAT ARE SUFFIC/ENTL 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 MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED
BED.
b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING COVERING SALINE SOILS
TO PROVIDED VIABLE CONDITIONS FOR GROWTH.
E. HYDROSEEDED 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.
ABANDONMENT NOTES
PART/ALLY COMPLETED PROJECTS SEEKING TO fNDEFfNITEL Y STOP WORK AND CLOSE THE GRADING PERMIT
MUST IMPLEMENT APPROPRIATE ACCESS RESTRICTION AND EROSION AND SEDIMENT CONTROL MEASURES TO
THE SATISFACTION OF THE CITY, INCLUDING BUT NOT LIMITED TO THE FOLLOWING:
1) PERMANENTLY STABILIZE ALL SLOPES (>5%)-70% COVER WITH WELL-ESTABLISHED, SUSTAINABLE,
NON-WEED VEGETATION (SEE CITY LANDSCAPE MANUAL FOR GUIDELINES) IS CONSIDERED ADEQUATE.
2) PERMANENTLY STABILIZE FLAT AREAS (S5%) • 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 ADE QUA TE.
3) RESTRICT ACCESS TO SITE -COORDINATE WITH CITY STAFF TO DETERMINE APPROPRIATE FENCING
TYPE.
4) SfGNAGE ALONG FRONTAGE ROAD($) POSTING THAT DUMPING, UTTERING, AND TRESPASSING ARE
PROHIBITED.
5) TRESPASS ENFORCEMENT AUTHORfZA T/ON LETTER MUST BE SENT FROM THE OWNER TO THE CITY OF
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
OR.DINA TION, KEEPING THE SITE FREE FROM LITTER ACCUMULATION AND VEGETATION GROWTH, AND
REMOVING ANY fLLEGALL Y DUMPED MATERIALS AT THE SITE UNTIL THE PROPERTY IS DEVELOPED IN
THE FUTURE.
EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JIM SCATES OF BN BUILDERS AT 1858) 210-0902
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
LOCA T/ONS TO FACfLfTA TE RAPID CONSTRUCT/ON OF TEMPORARY DEVICES WHEN RAIN IS EMINENT.
3. FOR PROJECTS COVERED BY STATE SWPPP/WDfD, IN ACCORDANCE WITH THE CONSTRUCTION ORDER
ISSUED BY THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD, THE 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 ANTICIPATED. THE QSP SHALL REPORT BMP DEFICIENCIES TO THE CITY INSPECTOR.
THE QSP SHALL OBTAIN APPROVAL FROM THE QUALIFIED SWPPP DEVELOPER AND THE CITY INSPECTOR
REGARDING ANY SIGNIFICANT CHANGES TO BMP DEPLOYMENT.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE
SATISFACTION 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 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 fNCORPORA TED 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 AGGREGATE.
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 SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL
HANDBOOK OF THE DEPARTMENT OF CONSER.VAT/ON, STATE OF CALIFORNIA.
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT f AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT f HAVE EXERCISED
RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS
AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THATTHECHECKOFPROJECTDRAWINGSAND SPECIFICATIONS BY THE CITY OF CARLSBAD
DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM: PASCO LARET SUITER AND ASSOC/A TES, INC.
ADDRESS: 119 ABERDEEN DRIVE
CITY STATE: CARDIFF, CA
TELEPHONE: (858) 259-8212~t),
BY: _ ~ DATE: 2-9-24
GREGO W LANG, R. C.E.
R.C.E. NO.: 7
REGISTRATION EXPfRA TION DA TE: 06-30-2025
SOILS ENGINEER'S CERT/FICA TE
f, EMILIO ALVARADO, A REGISTERED CIVIL ENGINEER OF THE STATE OF CALIFORNIA, PRfNCfPALL Y DOING
BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF
THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN
THE DATE OF 07 /2018 AND 03/202~ TWO COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY,
WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER.
SIGNED:
EMILIO ALVARADO
DATE: 02-16-2024
FIRM: GEOCON, INCORPORATED
6960 FLANDERS DR
SAN DIEGO, CA 92121
(858) 558-6900
R.C.E. 66915
OWNER'S CERT/FICA TE
0 ,._L\1~'2.,-....; ~v -'d
ILi No. 66915 O
CIVIi,,,
f HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE
RETAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF
THIS SITE. IF THIS PROJECT! ELOPMEJIT IS SUBJ TOA STATE-REGULATED SWPPP, I ALSO AGREE A
QUAUFIEDSIWPPPRAC NE )HASOEENOR LLBE AfNEDTO SUPERVf E fMPLEMENrATIDW
OF THE SWPPPINA CO ANCE THE CALIFORNIA T CT DER(ND N5(AL ERMfr,
LA TEST VERSION. 'O -_) .u...--
OWNER'S NAME TE
Lauren Krause 6/3/2024
(PRINTED NAME} DATE
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY AERIAL TOPOGRAPHY METHODS FROM
fNFORMA TION GATHERED BY SAN-LO AERIAL SURVEY, AND SUPPLEMENTED BY FIELD TOPOGRAPHY ON MAY
26, 2018, BY PASCO LARET SUITER &ASSOCIATES, INC. TOPOGRAPHY SHOWN HEREON CONFORMS TO
NATIONAL MAP ACCURACY STANDARDS.
REFERENCE DRAWINGS
CITY OF CARLSBAD ORA WINGS:
-No. 415-9A -CARLSBAD OAKS NORTH PHASE 1 GRADING PLANS
• No. 415-91 • CARLSBAD OAKS NORTH PHASE 2 GRADING PLANS
-No. 415-9J -CARLSBAD OAKS NORTH PHASE 2 IMPROVEMENT PLANS
-No. 415-9X -CARLSBAD OAKS NORTH PHASE 3 GRADING PLANS
-No. 467-4A -IONIS PHARMACEUTICALS GRADING PLAN
POTHOLE NOTE!!!
CONTRACTOR TO FIELD VERIFY ALL
EXISTING UTILITIES PRIOR TO
CONSTRUCTION OF PROPOSED UTILITIES
PREPARED BY:
VICINITY MAP
CITY OF OCEANSIDE
HIGHWAY 78
NOTTO
SCALE
PACIFIC
OCEAN
-SITE
CITY OF ENCINITAS
INDEX OF SHEETS
1 ........... TITLE SHEET
2 ........... KEY MAP & NOTES
3 .......... .PRECISE GRADING & STORM DRAIN PLAN
4 ........... SfNGLE SHEET BMP SITE PLAN
5 ........... RETA/NfNG WALL PLAN & PROFILE
6-13 ...... STRUCTURAL PLANS
PROJECT ADDRESS
INTERSECTION OF WHfPTAIL LOOP & GAZELLE COURT
CARLSBAD, CA 92010
OWNER
2850, 2855 & 2859 GAZELLE OWNER (DE) LLC
450 PARK AVE, 9TH FLOOR
NEW YORK, NY 10022
646-376-3100
LEGAL DESCRIPTION
PARCEL 1 OF PARCEL MAP 21705, RECORDED IN THE
OFFICE OF THE COUNTY RECORDER OF SAN DIEGO
COUNTY CALIFORNIA, ON AUGUST 1, 2019 AS
DOCUMENT 2019-7000285 OF OFFICIAL RECORDS.
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE
CALIFORNIA COOR.DINA TE SYSTEM, NAO 83 (CCS83),
EPOCH 1991.35, ZONE 6, AS DETERMINED LOCALLY BY
A LINE BETWEEN FIRST ORDER CONTROL STATIONS
CLSB-97 AND CLSB-98 BEING A GRID BEARING OF
NORTH 00"30'28' WEST AS DERIVED FROM GEODETIC
VALUES SHOWN ON RECORD OF SURVEY 17271, CITY
OF CARLSBAD SURVEY CONTROL, FILED ON
FEBRUARY 8TH, 2002 AS FILE NUMBER 2002-0112862
IN THE OFFICE OF THE COUNTY RECORDER OF SAN
DIEGO COUNTY
BENCHMARK
THE BENCHMARK FOR THIS SITE IS A CITY OF
CARLSBAD SURVEY CONTROL MONUMENT
DESIGNATED AS A 2-112" BRASS DISK MARKED
"CLSB-098" ON THE CURB AT THE SOUTHEAST CORNER
OF ORION STREET AND ORION WAY PER CITY OF
CARLSBAD RECORD OF SURVEY NUMBER 17271.
ELEVATION: 338.892 FEET (NGVD-29)
PROJECT LOCATION
THIS PROJECT IS LOCATED WITHIN ASSESSORS
PARCEL NUMBER(S):
209-120-27-00, 209-120-20-00
EARTHWORK QUANTITIES
GRADED AREA
CUT QUANTITIES
FILL QUANTITIES
EXPORT
J:iQEi.
0.07 ACRES
140CY
47CY
93CY
THE GRADING QUANTITIES ABOVE ARE AN ESTfMA TE
FOR PERMITTING PURPOSES ONLY. THE EARTHWORK
ASSUMES A 10-fNCH ASPHALT PAVING SECTION WITHIN
THE PARKING LOT/DRIVE AISLE AREA, AN 8-fNCH
BUILDING PAD, 6-fNCH SITE CONCRETE THICKNESS,
AND BfOFIL TRA TfON BASIN SECTION SPOILS. THE
GRADING QUANTITIES SHOWN ABOVE DO NOT
ACCOUNT FOR VARfA T/ONS DUE TO LOSS FROM
CLEARING AND GRUBBING, STRIPPING, SHRINKAGE,
SWELL, UNSUITABLE MATERIALS, REMEDIAL GRADING,
UTILITY TRENCH SPOILS, ETC. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR DETERMINING THEIR
OWN INDEPENDENT QUANTITY & MATERIAL TAKE-OFFS
TO CONSTRUCT THE DESIGN AS IND/CA TED ON THESE
ORA WINGS & IN CONFORMANCE WITH THE PROJECT'S
GEOTECHNICAL REPORT & SUBSEQUENT UPDATE
LETTERS.
DISTURBED & IMPERVIOUS
AREA
TOTAL LOT AREA= 18.46ACRES
TOTAL DISTURBED AREA= 0.08 ACRES
{THIS AREA INCLUDES BUT IS NOT LIMITED TO
OFF-SITE WORK INCLUDING TEMPORARY
DISTURBANCE SUCH AS VEHICLE AND EQUIPMENT
STAGING AREAS, CONSTRUCT/ON WORKER FOOT
TRAFFIC, SOIUGRA VEL PILES, UTILITY TRENCHES,
BACKFILL CUTS & SLOPE KEYWAYS)
POST-CONSTRUCT/ON BMP TABLE
STORMWA TER REQUIREMENTS THAT APPLY:
D STANDARD STORM.WATER REQUIREMENTS ~ PRIORITY PROJECT REQUIREMENTS
EXEMPT FROM HYDROMODIFICA TION? EXEMPT FROM TRASH CAPTURE?
D YES DYES ~ NO ~ NO
WORK TO BE DONE
THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS & FILLS, REMEDIAL GRADING,
DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, & PLANTING OF PERMANENT LANDSCAPING AND
PREPARA TfON OF AS-BUfL T GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR
REQUIRED ON THIS SET OF PLANS AND THE CITY ST AND ARDS, SPEC/FICA TIONS, REQUIREMENTS,
RESOLUTIONS AND ORDINANCES CITED ON THESE PLANS. THE GRADING WORK SHALL BE PERFORMED IN
ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED
BY THE CITY ENGINEER.
1. CARLSBAD MUNICIPAL CODE.
2. CITY OF CARLSBAD ENGINEERING STANDARDS.
3. THIS SET OF PLANS.
4. RESOLUTION NO. 7472 DATED OCTOBER 13, 2016.
5. STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCT/ON (GREEN BOOK).
6. SOILS REPORT AND RECOMMENDATIONS BY GEOCON, INC. PROJECT NO. 06442-32-31A
DATED OCTOBER 19, 2021 AND MARCH 22, 2023.
7. SAN DIEGO REGIONAL STANDARD ORA WINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD
STANDARDS.
8. CALIFORNIA COASTAL COMMISSfONDEVELOPMENTPERMITCONDITIONSDATE NIA .
9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED AUGUST 2002.
10. STORM WATER POLLUTION PREVENTION PLAN, PREPARED BY PLSA DA TED APRIL 2023.
WDfD NO. 9 37C401066.
11. STORM WATER QUALITY MANAGEMENT PLAN, PREPARED BY PLSA DA TED APRIL 2023.
12. CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCTION HANDBOOK AND CAL TRANS
CONSTRUCTION SITE BMP MANUAL.
DESCRIPTION
RIGHT-OF-WAY ..
LOTLINE
CENTERLINE
PROPOSED CONTOUR
EXISTING CONTOUR
SPOTELEVATION.
FLOW DIRECTION AND SLOPE.
LIMIT OF GRADING ..
SETBACK LINE
6" CURB AND GUTTER .
6'CURB
RETAINING WALL.
4' PCC SIDEWALK
LEGEND
DWG.NO.
. . . . . . . . . . . . . SDRSD G-2 (TYPE Gr
.SDRSD G-1
. . . ,SHEET 5, 6-12
24" HDPEJRCP STORM DRAIN PIPE .
STORM DRAIN CLEANOUT (TYPE A} .
TRUNCATED DOMES
DS-2' D-61.
. SDRSD D-09 .
... SDRSD G-30
TRASH CAPTURE DEVICE
CUTOFF WALL.
4'ASPHALTCONCRETE
DESCRIPTION
EXISTING WATER
EXISTING RECYCLED WATER
EXISTING SEWER ..
EXISTING STORM DRAIN.
EXISTING SEWER MANHOLE
EXISTING WATER METER
EXISTING FIRE HYDRANT .
EXISTING WATER VALVE.
EXISTING STREET LIGHT
. DETAIL A SHEET 4.
.SDRSDD-72
EXISTING IMPROVEMENTS
DWG.NO.
EXISTING MONUMENT (PROTECT IN PLACE)
EXISTING fRRfGA TION WATER SERVICE. .
SYMBOL QUANTITY --- -•RIW-
-----CA.-
---293 ---
---293 ---
293.00 TC
2.0% -
\V \V
1,100 SF .
___ sp---..... 86LF.
llQll ...... 1EA. ~
SYMBOL --w----RW----S ----SD---
~
[XX]
® ~ • -------1(D
.1 EA .
.1 EA
ALL STANDARDS ARE SAN DIEGO REGIONAL STANDARD DRAWINGS (SDRSD) UNLESS NOTED OTHERWISE.
' CITY OF CARLSBAD STANDARD DRAWINGS.
" AS MODIFIED BY CITY OF CARLSBAD STANDARD ORA WINGS.
NOTE: ALL QUANTITIES SHOWN HEREON ARE FOR BONDING PURPOSES ONLY; THE CONTRACTOR IS RESPONSIBLE
-ro!TTHEIR OWN INDEPENDENT QUANTITY & MATERIAL TAKE-OFFS TO CONSTRUCT THE DESIGN AS INDICATED ON
THESE ORA WINGS.
TYPE DESCRIPTION OWNERSHIP MAINTENANCE SHEET MAINTENANCE
AGREEMENT NO. FREQUENCY
CONNECTOR TRASH CAPTURE
PIPE SCREEN (MODEL NO. PRIVATE YES 3, 4, 5 SEMf-ANNUALL Y
BWCPS-3624U)
•~s BUILT"
BMPS SEE GR 2018-0040 DWG. 514-7A RCE __ _ EXP. ___ _ DATE
REVIEWED BY:
INSPECTOR DATE
&rw.l, PASCO LAREY SUITER
l----+--+------------+---+----+---+------11 SH1EET I CITY OF CARLSBAD ~3
ENGINEER/NG DEPARTMENT L_1;!_j
;:P::::R:::Ec=,s=E=G::.RA-==o,=N=G::::PLA==N=s==Fo=R=,==========-===:::::
"' No. RCE 6B075
. 06-30-2
Know what's be low.
Call before you dig. R. C.E. NO. 68075
~ ~SSOC!~llES
San Diego I Encinitas Orange County
Phone 858.259.8212 I www.plsaengineering.com
ENGINEER OF WORK
2/9124
DATE
EXP. 06-30-25
OA!E INITIAL OA!E INmAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL
DA!E INITIAL
CITY APPROVAL
JONIS CONFERENCE CENTER
PEDESTRIAN/ ADA IMPROVEMENTS FOR /ONIS LOTS 21/22
TITLE SHEET
GR 2023-0009
APPROVED: JASON S. GELDERT
ENGINEERING MANAGER
OWNBY: ,/T
CHKDBY:
RVWDBY:
RCE63912 EXPIRES 9130/24
PROJECT NO.
SOP 2021-0029
SDP2021-0029
DATE
DRAWING NO.
540-7B
Docusign Envelope ID: 566A09F6-B29F-4FA5-B4FC-7971AA550EDF
9/30/2024
NFNF
0
0 0
w
---
LOT22
MAP 16145
-r ---/_~.
"'"
:SC:----o=
WH/PT,1/L LOOP • ~
w w ~
OPEN SPACE
LOT12
MAP 14926
PROP. LOT 1
8.37 AC (364,697 SF)
111 1 °
EXISTING LOT LINE TO BE REMOVED PER
LOT LINE ADJUSTMENT (COC2022-0011)
,,
~
~ w 11 3 --•
SPECIAL NOTES
PRIVATE ENGINEER'S NOTICE TO CONTRACTOR
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE
OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE
CONTRACTOR SO THAT ANY NECESSARY ADJUSTMENTS CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED
IMPROVEMENTS PRIOR TO INSTALLATION. THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT
ANY AND ALL UTILITY LINES NOT ON RECORD OR SHOWN ON THESE PLANS. ALL DRY UTILITIES SHOWN ON THE PLANS ARE
APPROX/MA TE AND FOR REFERENCE ONLY, SOLELY FOR THE CONVENIENCE OF THE CONTRACTOR. THE CONTRACTOR SHALL
COORDINATE WITH THE APPROPRIATE FRANCHISE UTILITY TO DETER.MINE THE LOCATION OF UNDERGROUND SERVICES PRIOR
TO THE START CONSTRUCTION.
CONTRACTOR TO POTHOLE ANY AND ALL UTILITY CROSSINGS PRIOR TO CONSTRUCTION TO ENSURE EXISTING IMPROVEMENTS'
ALIGNMENTS AND GRADE MATCHES THE PLANS. IF DISCREPANCIES ARE NOTICED, NOTIFY ENGINEER OF WORK PRIOR TO
INSTALLATION TO ADJUST ALIGNMENT AND I OR GRADE OF PROPOSED IMPROVEMENTS AS NECESSARY.
CALIFORNIA COUNCIL OF CIVIL ENGINEERS AND LAND
SURVEYORS
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES,
CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE
CONDITIONS DURING THE COURSE OF CONSTRUCT/ON OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY.
THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND
CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM
ANY AND ALL LIABILITY REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING
LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL.
' \
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KEY MAP
SCALE 1"= 50'
5
0
0
LOT21
MAP 16145
', "--,"
"..:::-~ ~
---~~~ '
◊
Ct
50 100 150
GRAPHIC SCALE: 1" = 50'
>--
~
C
LOT20
MAP 16145
1'~
•
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'#" IV.
! I ~ * No. RCE 68075
XP. 06-30-2
Cfvll
R.C.E. NO. 68075
~
~
~
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PREPARED BY:
PASCO LAREY SUITER
i ~5;5,(0)(C!~l[E5;
San Diego I Encinitas Orange County
Phone 858.259.8212 I www.plsaengineering.com
ENGINEER OF WORK
219124
DATE
EXP. 06-30-25
ABBREV/A TIONS:
AC ACRE I ACREAGE
APN ASSESOR PARCEL NO.
BMP BEST MANAGEMENT PRACTICE
BO BLOW-OFF
CAV COMBINATION AIR VALVE
CB CATCH BASIN
C/P CAST-IN-PLACE
C/L CENTERLINE
CMU CONCRETE MASONRY UNIT
co CLEANOUT
CY CUBIC YARDS
C&G CURB AND GUTTER
DIA DIAMETER
DWY DRIVEWAY
ESMT EASEMENT
EX EXISTING
ff FINISHED FLOOR
FG FINISHED GRADE
FH FIRE HYDRANT
FL FLOW LINE
FS FINISHED SURFACE
GB GRADE BREAK
GV GATE VALVE
H HEIGHT
IE INVERT ELEVATION
LIL LOT LINE
MAX MAXIMUM
MIN MINIMUM
MH MANHOLE
MWS MODULAR WETLAND SYSTEM
PL PROPERTY LINE
POC POINT OF CONNECTION
PROP PROPOSED
RCP REINFORCED CONCRETE PIPE
R/W RIGHT OF WAY
SD STORM DRAIN
Sf SQUARE FEET
SFM SEWER FORCED MAIN
SMH SANITARY SEWER MANHOLE
ss SANT/ARY SEWER
TB TOP OF BERM
TC TOP OF CURB
TW TOP OF WALL
TYP TYPICAL
w WATER
WM WATER METER
R/W
5.5' 4.5' 26'
EX. LANDSCAPE
I 2%
,.
WHIPTAIL LOOP
C/L
2%
26' 4.5' 5.5'
EX. LANDSCAP
s, • sB'R§e':13 • ~ '<:/..',..,,'-<-.
TYPICAL STREET SECTION-WHIPTAIL LOOP
NOTTO SCALE
T.I. = 7.0
•~s BUILT"
RCE __ _ EXP. ___ _
REVIEWED BY:
INSPECTOR
R/W
DATE
DATE
~~----1------------1---1----1-----1----I I.._S=H2E=ET=l-==C=l=T=Y=O=F==C=A=R=L=S=B=A=D===I =J=I ~ ENGINEER/NG DEPARTMENT
DATE INITIAL DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
PRECISE GRADING PLANS FOR:
JONIS CONFERENCE CENTER
PEDESTRIAN! ADA IMPROVEMENTS FOR JONIS LOTS 21122
KEY MAP
GR 2023-0009
APPROVED: JASON S. GELDERT
ENGINEERING MANAGER RCE 63912 EXPIRES 9130/24
DWNBY:
CHKDBY:
RVWDBY:
.IT PROJECT NO.
SDP 2021-0029
SDP2021--0029
DATE
DRAWING NO.
540-lB
Docusign Envelope ID: 566A09F6-B29F-4FA5-B4FC-7971AA550EDF
9/30/2024
NFNF
I
1 /I
I
(5
!
-~-.:__,I
I .-.._
EXIST. 36" RCP SD ~...g""
PER DWG. NO. 415-9J r
8'
PRECISE GRADING & STORM DRAIN PLAN
SCALE 1" = 20'
PROP BRIDGE RAMP PROP. LANDSCAPE
RET. WALL 'H'
EX. LANDSCAPE
SECT/ONG
SCALE 1"= 1'
SECTIOND
SCALE 1"= 1'
PROP. LANDSCAPE
0 20 40
GRAPHIC SCALE: 1" = 20'
1!2"R
* I
I
2 423.13 TC
422.63FS
,~:,:~
'l
423.43 TC
422.93 FS
!
' ....................... I
I
I
I EXIST. CO \ 423.35 TC
422.85 FS
'1
I
I
I
I
I
I
1'-6"
3-518"
LEVA TION PT.
ON PLANS
"' 0: !.l! ::, -<.) ...,
(422.60 RIM)
---
ASPHALT
PAVING
-tt-112"
2"WEAKENED
PLANE JO/NT
NOTES:
1. CONCRETE SHALL BE 520-C-2500
2. PROVIDEJOINTSPERSDRSDG-09, G-10
3. SEE SDRSD G-4A FOR ADDITIONAL DETAILS
22.67 FS ,,,
• ".
422.67 FS
~ (I
MATCHEXIST. ~· (424.0± TC) ~
/423.5± FS)
---------PEDESTRIAN RAMP DETAIL
SCALE 1" = 10'
MODIFIED ROLLED CURB
PER DETAIL A THIS SHEET
MODIFIED -6" ROLLED CURB TYPE A ROLLED CURB TRANSITION DETAIL
NOTTO SCALE
EXISTING
CLEANOUT '\.
(PUBLIC) \.,_
GROUT INTERIOR
WALL TO FILL GAPS
AS NEEDED
Ii 1' PROPOSED
RGPSTORM
DRAIN
,:\
<1 = -~ -t::=-'/4 .
i--: =
. . . ,:\
CONCRETE J
LUG ;.. ® STORM DRAIN CONNECTION
6"CURBPER
SDRSD G-1
NOTTO SCALE
-
-
NOTTO SCALE
GRADING CONSTRUCTION NOTES:
(D CONSTRUCT 4" P.C.C. WALK 2% MAX. CROSS SLOPE
@ CONSTRUCT 6" P.C.C. CURB PER SDRSD G-01
@ CONSTRUCT RETAINING WALL PER STRUCTURAL PLANS, SHEETS 7-15. SEE
RETAINING WALL PROFILE ON SHEETS 4.
(1) CONSTRUCT TRUNCATED DOMES PER SDRSD G-30
@ CONSTRUCT O" CURB
@ REMOVE/REPAIR AG PAVEMENT. 4" AC OVER 4" BASE TO BE VERIFIED IN THE FIELD
WITH THE R-VALUE TEST
(D INSTALL 24" TALL CONNECTOR PIPE SCREEN MODEL NO. BWGPS-3624U (TRASH
CAPTURE) BY BRIGHTWA TER
@ REMOVE EXISTING STORM DRAIN
@ PROPOSED GONGRET.E PIPE ENCASEMENT PER SDRSD SP-03.11'/STALL 1" NEOPRENE
PAD (OR EQUAL) BETWEEN PIPE AND CONCRET.E.
@) INSTALL MODIFIED 6" ROLLED CURB PER DETAIL A ON THIS SHEET
@ CONSTRUCT STORM DRAIN CLEANOUT -TYPE :<\-4' PER SDRSD D-09
@ ADA PARKING STALL PER SDRSD M-27A
@ TRANSITION MODIFIED ROLLED CURB TO 6" CURB PER DETAIL B THIS SHEET
@ STORM DRAIN CONNECTION PER DETAIL C THIS SHEET.
@ REPAIR SIDEWALK PER DWG 540-7
PA PLANTER AREA PER LANDSCAPE PLANS
PRIVATE STORM DRAIN DATA
NO. DELTAIBRG LENGTH SLOPE REMARKS
(J) N63°10'40"E 38.47' 24.49% 24"HDPE
Q) N24°34'16"W 47.11' 14.40% 24"RCP
PRIVATE PVC & HDPE STORM DRAIN PIPE NOTES:
1. HOPE PIPE SHALL BE N-12 WATER TIGHT BY ADS OR EQUAL, UNLESS OTHERWISE
NOTED. ALL PIPE LENGTHS ARE MEASURED FROM INSIDE WALL OF STRUCTURE TO
INSIDE WALL OF STRUCTURE, AND CENTER OF FITTING TO GENTER OF FITTING. PIPE
BEDDING AND BACKFILL PER CITY OF CARLSBAD DS-2
2. PVC PIPE SHALL BE SDR-35, ASTM 3034, ASTM F477 UNLESS OTHERWISED NOTED.
PIPE BEDDING AND BACKFILL PER SDRSD D-60.
3. ALL PIPE LENGTHS SHOWN HEREON ARE APPROX/MA TE ONLY. CONTRACTOR IS
RESPONSIBLE FOR ALL QUANTITY TAKEOFFS TO CONSTRUCT THE DESIGN SHOWN ON
THESE PLANS.
4. MIRAFI 140N FABRIC PLACED OVER PIPE ZONE BACKFILLED WITH i" GRAVEL FOR
HOPE STORM DRAIN LINES 18" OR GREATER
FOUND MONUMENTS:
@ FOUND L&D WI DISK STAMPED "RCE 27214" PER MAP 16145.
@ FOUND M10 WI DISK STAMPED "RCE 27214" PER MAP 16145.
SIGNING AND STRIPING:
@ ADA STALL SIGNAGE PER SDM-117
NON-MAPPING NOTES
0
PARKING
ONLY
MINIMUM
FINE $250
1. NO STRUCTURE, FENCE, WALL, TREE, SHRUB, SIGN, OR OTHER OBJECT OVER 30
INCHES ABOVE THE STREET LEVEL MAY BE PLACED OR PERMITTED TO ENCROACH
WITHIN THE AREA IDENTIFIED AS A SIGHT DISTANCE CORRIDOR IN ACCORDANCE WITH
CITY STANDARD PUBLIC STREET-DESIGN CRITERIA, SECTION 8.8.3. THE UNDERLYING
PROPERTY OWNER SHALL MAINTAIN THIS CONDITION.
•~s BUILT"
RCE __ _ EXP. ___ _ DATE
REVIEWED BY:
INSPECTOR DATE
~ss,
,,-~w-~
PREPARED BY:
PASCO LARET SUITER
l----+---+------------+---+----+---+-----11 SH3EET I CITY OF CARLSBAD ~3
ENGINEER/NG DEPARTMENT L_1;!_j
;:P::RE==c=,s==E=G::RA=o=,N=G=P=LA=N=s=F=oR==:=========:::.::==:::::::
60
"' No. RCE 68075 * XP. 06-30-2
Clvll
R.C.E. NO. 68075
~ ~SiSiO(C i~l[ESi
San Diego I Encinitas Orange County
Phone 858.259.8212 I www.plsaengineering.com
ENGINEER OF WORK
219124
DATE
EXP. 06-30-25
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
JONIS CONFERENCE CENTER
PEDESTRIAN! ADA IMPROVEMENTS FOR JONIS LOTS 21122
PRECISE GRADING & STORM DRAIN PLAN
GR 2023-0009 SDP2021--0029
APPROVED: JASON S. GELDERT
ENGINEERING MANAGER RCE 63912 EXPIRES 9130/24 DATE
OWNBY:
CHKDBY:
RVWDBY:
.IT PROJECT NO.
SDP 2021-0029
DRAWING NO.
540-78
Docusign Envelope ID: 566A09F6-B29F-4FA5-B4FC-7971AA550EDF
9/30/2024
NF
NF
--
PREPARED BY:
---
: llffii--l--~o lhiol I
I I I sD-K: i usTAINABLE
~ 1 l , LAIi N1CAPING
( I T 111 i
I I I
11 I I
I ij I I
I I 11 I
I I 11 I
I ~I
I
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SINGLE SHEET BMP SITE PLAN
SCALE 1" = 40'
DEFLECTOR STANDARD MODELS (36-INCH) HINGED LID
PLATE
"U" CONFIGURATION ASSEMBLY
Net Maximum Trash Bypass Screen Screen Screen Screen Open Model Number Width1 Length2 Area3 Treatment Storage capacity Height Screen Flow Rates Capacitl ' ' _)L-Area " c::, 0 Model No. (in) (in) {ft) (ft2. (ft:!} {ds) (yd~) {ds) SUPPORT
BWCPS-3612U 36 12 /J.77 /J.77 2.-13 '1.78 0.60 15.89 HOOPS --" ~-BWCPS-3618U 36 1E 4.77 7.16 3.65 8.79 0.91 15.89 z
BWCPS-3b24U ':36 24 4.77 ':l.54 4.87 l'::t53 1.21 15.8':l .,,___
BWCPS 3630U 36 30 4.77 11.93 6.08 18.91 1.51 15.89
;c, 0 BWCPS-3636U 36 36 4.77 14.31 7.30 24.86 1.81 15.89
lhlltclullm-mstinl,nl,molm& ----Ollllc:wbo,Eft~-1abl,. IJALL Llh,Wlt!"~ le51heds'-"tn,n-lheffll'"~~--:£.J;~p\,e, ,-BRACKET !t~£~~~~ir1:~.riQft-&~;v~:~:arc~~~Fn~t·~~~~= •
27.31 0
24.16 V
.,..,..
CONNECTOR PERFORATED MESH,_____....--P!Pl ~ r---r----SCREEN ~o
-.....___ -
ISOMETRIC VIE\./ -CPS/DEFLECTOR PLATE
/ SCALE, NTS
CATCH BASIN
-, ,-7 NOTES,
I. ALL CDMP□NETS SHALL BE MANUFACTURED FROM
IJALL 12.2 GRADE 304 STAINLESS STEEL.
2. PERFORATED MESH SCREEN SHALL BE 14GA, 304
CPS STAINLESS STEEL, 3/16' (5MM) MAX HOLE SIZE, 451.
MINIMUM □PEN AREA.
3. THE DEFLECTOR PLATE ASSEMBLY MAY BE
TOP SECTI□N VIEIJ -CPS/CATCH BASIN NECESSARY FDR APPLICATIONS IJITH FLDIJ
SCALE, NTS ENTERING DIRECTLY ABOVE THE CPS.
TITLE: -DATE ~¾,~·. . ''
CONNECTOR PIPE SCREEN "'"" ... mm/2020 i •·t Bright Water CfECKE] .. 01/24/2020
'"' ..._ "'' 01/24/2020
// u // CDNFIGURA TIDN
tF!i APPR. Ell( Oi!/O4/2112D :~s'ffi'il' ~:-·
QA IWi 112/116121121] ~/,.\'<'
UNLESS OTHERVIS£ SPECIFIED P,D, Box 85430 I Son Diego, Colifornio 92186 I (619) 821-1558
DDENSIIMS Mr IN INCIES www.wearebriahtwa ter ,coM
TlliRAMD SIZE Dw'G, NO. REV
SCALE, li12 DD NOT SCALE DRAw'ING In""" 304 STAINLESS STEE FRACTIIIW.± 1/32 A B'w'CPS-U-0001 A NGI.ARi MACH :t 0.5 Ei IENOt 1.0 IE!i
TIIE Df1RMATillii ~TADD IN THIS DIA\/Dli IS Tl£ SO.E PRIPERTY IF BlllifTVATER. Ill« 1Vll Pl.AC[ IECIHAL :t 11.30 SHEET 3 OF 5
li!EPORDDJCTD IN PIIRT Ill AS A \itn.E VITIOJT Tl£ \iRTEEN PERMISSD □r BIIGHTYATER IS PIUOBTED. TIIIEE PLACE IECIIWJ 0.020
i'A'\BRIGHTWATER CONNECTOR PIPE SCREEN DETAIL
' 4 , NOTTO SCALE -
PASCO LARET SUITER
I fa\§§(Q)(C!fa\TIE§
San Diego Encinitas Orange County
Phone 858.259.8212 I www.plsaengineering.com
0 20 40 60
GRAPHIC SCALE: 1" = 40' R.CE NO. 68075
LOT20
MAP 16145
ENGINEER OF WORK
EXP. 06-30-25
219124
DATE
PARTY RESPONSIBLE FOR MAINTENANCE:
NAME 2850 21155 2859 GAZELLE OWNER !DEi LLC
ADDRESS 450 PARK AVE 9TH FLOOR CONTACT _____ _ NEWYORK NY10022
PHONE NO. !6461 376 3100
PLAN PREPARED BY: -Pl
NAME GREGORYW, LANG ~~ k). ~
cfNATURE
COMPANY PASCO LARET SUITER AND ASSOCIATES
ADDRESS 119 ABERDEEN DRIVE
CARDIFF CA 92007
PHONE NO. !8581 259 8212
BMPNOTES: CERTIFICATION ____ _
1. THESE BMPS ARE MANDATORY TO BE INSTALLED PER MANUFACTURER'S
RECOMMENDATIONS OR THESE PLANS.
2. NO CHANGES TO THE PROPOSED BMPS ON THIS SHEET WITHOUT PRIOR
APPROVAL FROM THE CITY ENGINEER.
3. NO SUBSTITUTIONS TO THE MATERIAL OR TYPES OR PLANTING TYPES
WITHOUT PRIOR APPROVAL FROM THE CITY ENGINEER.
4. NO OCCUPANCY WILL BE GRANTED UNTIL THE CITY INSPECTION STAFF
HAS INSPECTED THIS PROJECT FOR APPROPRIATE BMP CONSTRUCT/ON
AND INSTALLATION.
5. REFER TO MAINTENANCE AGREEMENT DOCUMENT.
6. SEE PROJECT SWQMP FOR ADDITIONAL INFORMATION.
BMP CONSTRUCTION AND INSPECTION NOTES:
THE EOW WILL VERIFY THAT PERMANENT BMPS ARE CONSTRUCTED AND
OPERA TING IN COMPLIANCE WITH THE APPLICABLE REQUIREMENTS. PRIOR TO
OCCUPANCY THE EOW MUST PROVIDE:
1. PHOTOGRAPHS OF THE INSTALLATION OF PERMANENT BMPS PRIOR TO
CONSTRUCT/ON, DURING CONSTRUCT/ON, AND AT FINAL INSTALLA T/ON.
2. A WET STAMPED LETTER VERIFYING THAT PERMANENT BMPS ARE
CONSTRUCTED AND OPERA TING PER THE REQUIREMENTS OF THE
APPROVED PLANS.
3. PHOTOGRAPHS TO VERIFY THAT PERMANENT WATER QUALITY
TREATMENT S/GNAGE HAS BEEN INSTALLED.
PRIOR TO RELEASE OF SECURITIES, THE DEVELOPER IS RESPONSIBLE FOR
ENSURING THE PERMANENT BMPS HAVE NOT BEEN REMOVED OR MODIFIED BY
THE NEW HOMEOWNER OR HOA WITHOUT THE APPROVAL OF THE CITY
ENGINEER.
SITE DESIGN & SOURCE CONTROL BMPS:
BL-1: EXISITNG NATURAL SITE FEATURES
I SD-G I CONSERVE NATURAL AREAS
BL-2: OUTDOOR IMPERVIOUS AREAS
I SD-8 I IMPERVIOUS AREA DISPERSION
BL-4: LANDSCAPED AREAS
I SD-K I SUSTAINABLE LANDSCAPING 1-: -: -: . I
BL-5: WORK AND STORAGE AREAS
I SC-A I OVERHEAD COVERING
I SC-8 I BERM AND GRADE BREAKS
I SC-8 I WIND PROTECTION
BL-7: MANAGEMENT OF NON-STORMWA TER DISCHARGES
I SC-F I STORM DRAIN S/GNAGE
I SC-G I EDUCATIONAL BMP SIGNAGE
POST-CONSTRUCTION BMP TABLE
STORMWATER REQUIREMENTS THAT APPLY:
D STANDARD STORMWATER REQUIREMENTS
C8J PRIORITY PROJECT REQUIREMENTS
EXEMPT FROM HYDROMODIFICA TION? EXEMPT FROM TRASH CAPTURE?
D YES D YES
C8J NO C8J NO
TYPE DESCRIPTION OWNERSHIP MAINTENANCE SHEET MAINTENANCE
AGREEMENT NO. FREQUENCY
CD CONNECTOR TRASH CAPTURE
PIPE SCREEN (MODEL NO. PRIVATE YES 3, 4, 5 SEMI-ANNUALLY
BWCPS-3624U)
BMPS SEE GR 2018-0040 DWG, 514-7A
•~s BUILT"
RCE __ _ EXP. ___ _ DATE
REVIEWED BY:
INSPECTOR DATE
l----+---+------------+---+----+---+-----11 SH4EET I CITY OF CARLSBAD ~3
ENGINEER/NG DEPARTMENT L__.1;!_j
;:P::RE==c=,s==E=G::RA=D=,N=G=P=LA=N=s=F=OR::::,=========:::..::==:::::::
DATE INITIAL DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
JONIS CONFERENCE CENTER
PEDESTRIAN/ ADA IMPROVEMENTS FOR JONIS LOTS 21122
SINGLE SHEET BMP SITE PLAN
GR 2023-0009 SDP2021--0029
APPROVED: JASON S. GELDERT
ENGINEERING MANAGER RCE 63912 EXPIRES 9130/24 DATE
DWNBY:
CHKDBY:
RVWDBY:
.IT PROJECT NO.
SDP 2021-0029
DRAWING NO.
540-7B
Docusign Envelope ID: 566A09F6-B29F-4FA5-B4FC-7971AA550EDF
9/30/2024
NFNF
44.74' CMU RETAINING WALL
SEE SHEET 13 FOR FOOTING DETAILS
31.41' SEE DETAIL 6 SHEET 11 I
1+12.00
425.33 TW '\ I
r 1-13.3 'SEE DETAIL 8 S EET 11
::I ~-t--
1+28.58 ;:!: ~ c
--
51.54' GMU RETAINING WALL I
SEE SHEET 12 FOR FOOTING DETAILS
21.34' SEE DETAIL 6 SHEET 11 I r-30.20' SEE DETAIL 8 SHEET 11
1+00.00 1+10.67 I
BEGIN WALL ". -425.33 TW \
425.33TW ". ~--.--:>1----.....:,, I 424.67 TW :i' Q ~ a--+--42~!'r-t------;------+--+--+~ l----->------+--l ----+-~~~--+------+-----+------+------+-----+-------1>------+--42~!'r-t------;------+-----+-----+-----+-----+---+-+-t.
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ATTOPOFWALL --_ PROPOSEDGRADE --AT~~~ -~==~=~~ --l.. --+------+-------+------+------+------+-----l--------lt-------+------+-----+------+------+-----+-------1>----
I --
I
PROPOSED GRADE~
AT BOTTOM OF WALL ---------
I EXISTING SURFACE V / 1~
a-+--42Ct 1--1------1------+--+--+-1
I
_J_ WALL, MIN. 1.0% SLOPE / ---I 4"SUB-DRAINATBACKOF ~
,,t---j------t-------t-------t-------t------j-----t-----jr--42Ct l--t------1------+-----+-----+-----+-----+---+-+-I I . -----4 ----l-----+-----+----+-,42C
EXISTING SURFACE )/ / 1 /----
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WALL, MIN. 1.0% SLOPE / I o O '° // ---'/~----,/j / l=~rll.-_\:;-7+ ! ; ---+-----+------+-----+-------lt------+-----+------+-41 i . ..,_---1-----+-----+------+-----+-------tt------+--~~-+---+-1 / Jf
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/ /;/ I , I 1f
_ __,t--_/_,I ,.:,/ ___ ~1 ---~ !;; -'-~ ~ ----+------+------+------+----->------+------+-------+------+--4101 >-->------+------+-------+------+------+------+-----+---.,_-/i-----1 -l€ !;; -~ ~ ->-------1t-------+------+-----+------+------+--411.,1 1--+__.
/ 11" ~ ~ I ~ ~ // ~ ~ ~ ~
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// ... // ...
// -// , \ // ,, --//
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1+00 WALL 'H' PROFILE
HORIZ. SCALE: 1" = 1 O'
VERT. SCALE: 1" = 2'
1+50
-
TOP OF WALL~ ,-PROPOSED BROW DITCH
PER SDRSD D-75, TYPE B
r FINISH GRADE
/ _1 , PROPOSED DRAINAGE PANEL 1 '--;: (MIRADRAIN 6000 OR ~/i 1, APPROVED EQUAL)
-/~PROPOSED WATER PROOFING
/ PER ARCHITECTURAL SPEC
SECTION 0713 25 BOTTOM OF WALL\
FINISH GRADE \ ,..';,
TOP OF
FOOTING
I I I 1;::;::a,u
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',---_J -
I
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I EQUAL
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(1 CF/FT
• A , TYPICAL RETAINING WALL DRAINAGE DETAIL
, 5 1 NOTTOSCALE -
RETAINING WALL DATA TABLE
I
1+00
SCALE 1" = 10'
WALL 'I' PROFILE
HORIZ. SCALE: 1" = 1 O'
VERT. SCALE: 1" = 2'
1+50
•~s BUILT"
INSPECTOR DATE
~
NO. DELTAIBRG RADIUS LENGTH
(]) N26°53'06"W -28.58'
l----+---+------------+---+----+---+------11 SHSEET I CITY OF CARLSBAD ~3
ENGINEER/NG DEPARTMENT L__.1;!_j
;:P::R:::Ec=1s==E=G::.RA.::::o,=N=G==PLA=N=s==Fo=R=:=============:::::
San Diego I Encinitas I Orange County
Phone 858.259.8212 I www.plsaengineering.com
0 10 20
GRAPHIC SCALE: 1" = 10'
0 N67°21 '50"W
@ N26°53'06"W
0 /J.=2.73°
30
R.C.E. NO. 68075
-16.16'
-18.86'
684.66 32.68'
ENGINEER OF WORK
219124
DATE DATE INITIAL
EXP. 06-30-25 ENGINEER OF WORK
DATE INITIAL DATE INITIAL
REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
JONIS CONFERENCE CENTER
PEDESTRIAN/ ADA IMPROVEMENTS FOR JONIS LOTS 21122
RETAINING WALLS 'H' & 'I' PLAN & PROFILE
GR 2023-0009 SDP2021--0029
APPROVED: JASON S. GELDERT
ENGINEERING MANAGER RCE 63912 EXPIRES 9130/24
OWNBY:
CHKDBY:
RVWDBY:
,IT PROJECT NO.
SOP 2021-0029
DATE
DRAWING NO.
540-78
Docusign Envelope ID: 566A09F6-B29F-4FA5-B4FC-7971AA550EDF
9/30/2024
NFNF
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DESIGN CRITERIA
SCOPE: NEW CONSTRUCTION
CODE: 2022 CALIFORNIA BUILDING CODE, REFERRED TO AS "THE CODE"
GOVERNING JURISDICTION: CARLSBAD
SEISMIC CRITERIA:
SITE CLASSIFICATION ............................................ = D
RISK CATEGORY ..................................................... = II
SEISMIC DESIGN CATEGORY ................................ = D
Ss = 0.926 g
S1 = 0.341 g
GENERAL
Sos= 0.697 g
S□1 = 0.445 g
1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING
CONSTRUCTION. DO NOT SCALE THE DRAWINGS. THE ENGINEER SHALL BE NOTIFIED OF
ANY DISCREPANCIES OR INCONSISTENCIES. IN CASE OF CONFLICT, MORE COSTLY
REQUIREMENTS GOVERN FOR BIDDING. SUBMIT CLARIFICATION REQUEST PRIOR TO
PROCEEDING WITH WORK.
2. ALL DRAWINGS ARE CONSIDERED TO BE A PART OF THE CONTRACT DOCUMENTS. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW AND COORDINATION OF ALL
DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION.
STRUCTURAL DRAWINGS INDICATE INFORMATION SUFFICIENT TO CONVEY DESIGN
INTENT. IF ERRORS, INCONSISTENCIES OR OMISSIONS ARE DISCOVERED, THE
ARCHITECT AND STRUCTURAL ENGINEER SHALL BE NOTIFIED PRIOR TO PROCEEDING
WITH WORK. DEVIATION FROM THE APPROVED SET OF CONTRACT DOCUMENTS SHALL
ONLY BE MADE AFTER WRITTEN APPROVAL BY THE ENGINEER OF RECORD.
3. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES
AND TYPICAL DETAILS. WHERE NO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE AS
SHOWN FOR SIMILAR WORK. UNLESS NOTED OTHERWISE, DETAILS IN STRUCTURAL
DRAWINGS ARE TYPICAL AS INDICATED BY CUTS, REFERENCES OR TITLES.
4. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING CODES:
LOCAL BUILDING CODE, AND ANY OTHER REGULATING AGENCIES WHICH HAVE
AUTHORITY OVER ANY PORTION OF THE WORK, INCLUDING THE STATE OF CALIFORNIA
DIVISION OF INDUSTRIAL SAFETY, AND THOSE CODES AND STANDARDS LISTED IN THESE
NOTES AND SPECIFICATIONS.
5. SEE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING:
A. SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS, EXCEPT AS NOTED.
B. SIZE AND LOCATION OF ALL INTERIOR AND EXTERIOR NON-BEARING PARTITIONS.
C. SIZE AND LOCATION OF ALL CONCRETE CURBS, EQUIPMENT PADS, PITS, FLOOR
DRAINS, SLOPES, DEPRESSED AREAS, CHANGE IN LEVEL, CHAMFERS, GROOVES,
INSERTS, ETC.
D. SIZE AND LOCATION OF ALL FLOOR AND ROOF OPENINGS EXCEPT AS SHOWN.
E. FLOOR AND ROOF FINISHES.
F. DIMENSIONS AND ELEVATIONS NOT SHOWN ON STRUCTURAL DRAWINGS.
6. SEE MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR THE FOLLOWING:
A. PIPE RUNS, SLEEVES, HANGERS, TRENCHES, WALL AND SLAB OPENINGS, ETC.,
EXCEPT AS SHOWN OR NOTED.
B. ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND SLABS.
C. CONCRETE INSERTS FOR ELECTRICAL, MECHANICAL, OR PLUMBING FIXTURES.
D. SIZE AND LOCATION OF MACHINE OR EQUIPMENT BASES, ANCHOR BOLTS FOR
MOTOR MOUNTS.
7. SEE CIVIL DRAWINGS FOR THE FOLLOWING:
A. BUILDING PAD AND FINISH GRADE ELEVATIONS AT ALL STRUCTURAL FOUNDATIONS.
B. TOP OF WALL ELEVATIONS AT SITE AND RETAINING WALLS.
8. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE
FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE
CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE
STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE
LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC.
OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE
INSPECTION OF THE ABOVE ITEMS.
9. ALL REFERENCED STANDARDS (i.e. ACI, AISC, ASTM, ETC.) SHOWN IN THESE
DOCUMENTS SHALL BE PER THE LATEST ADOPTED EDITION AS LISTED IN CHAPTER 35
OF THE CODE.
10. CONTRACTOR SHALL INVESTIGATE SITE DURING CLEARING AND EARTHWORK
OPERATIONS FOR FILLED EXCAVATIONS OR BURIED STRUCTURES, SUCH AS
CESSPOOLS, CISTERNS, FOUNDATIONS, ETC. IF ANY SUCH STRUCTURES ARE FOUND,
STRUCTURAL ENGINEER SHALL BE NOTIFIED IMMEDIATELY.
11. CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON FRAMED ROOF OR
FLOOR. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE
ADEQUATE SHORING AND/OR BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN
STRENGTH.
12. ALL CONSTRUCTION MEETING OR CROSSING EXPANSION OR SHRINKAGE CONTROL
JOINTS IN FRAMED FLOORS OR ROOFS MUST HAVE PROVISIONS TO ACCOMMODATE THE
MOVEMENT OR MUST BE DELAYED UNTIL THE JOINT IS CLOSED.
13. CONTRACTOR TO PROVIDE A LIST OF ALL PROPOSED SUBSTITUTIONS, WITH
APPLICABLE MANUFACTURER'S ICC/IAPMO REPORTS, TO ARCHITECT, ENGINEER OF
RECORD AND GOVERNING JURISDICTION FOR REVIEW AND APPROVAL BEFORE
FABRICATION.
14. CONTRACTOR SHALL SUBMIT A WRITTEN "STATEMENT OF RESPONSIBILIT3/8" TO THE
ARCHITECT OF RECORD AND GOVERNING JURISDICTION PRIOR TO CONSTRUCTION OF
THE LATERAL FORCE RESISTING SYSTEM. THIS CONTRACTOR'S "STATEMENT OF
RESPONSIBILIT3/8" SHALL COMPLY WITH CODE SECTION 1704.4.
10/12/20231:19:37 PM
G E N E RA L S T R U C T U RA L N OT E S (G.S.N.)
STRUCTURAL OBSERVATIONS
STRUCTURAL OBSERVATION PER THE REQUIREMENTS OF THE CODE IS REQUIRED. THE
STRUCTURAL ENGINEER WILL VISIT THE PROJECT AT THE FOLLOWING STAGES OF
CONSTRUCTION:
1. STRUCTURAL OBSERVATION DOES NOT INCLUDE OR WAIVE THE INSPECTIONS
REQUIRED BY THE CODE.
2. ALL OBSERVED DEFICIENCIES SHALL BE REPORTED IN WRITING TO THE OWNER'S
REPRESENTATIVE, SPECIAL INSPECTOR, AND CONTRACTOR.
A. THE CONTRACTOR SHALL ENSURE THAT ALL DEFICIENCIES NOTED BY THE
STRUCTURAL ENGINEER IN STRUCTURAL OBSERVATION REPORTS ARE
CORRECTED. SUCH COMPLIANCE SHALL BE REPORTED IN WRITING TO THE
ENGINEER OF RECORD.
B. THE SPECIAL INSPECTOR SHALL ENSURE THAT ALL DEFICIENCIES, RELATED TO
SPECIAL INSPECTION TABLES, NOTED BY THE STRUCTURAL ENGINEER IN
STRUCTURAL OBSERVATION REPORTS ARE CORRECTED. SUCH COMPLIANCE
SHALL BE REFERENCED IN SPECIAL INSPECTOR REPORT.
C. THE STRUCTURAL OBSERVER SHALL SUBMIT A FINAL WRITTEN STATEMENT TO
THE GOVERNING JURISDICTION THAT SITE VISITS HAVE BEEN MADE AND
IDENTIFYING ANY REPORTED DEFICIENCIES THAT HAVE NOT BEEN RESOLVED.
THE STRUCTURE WILL NOT BE IN COMPLIANCE UNTIL THE DESIGNER HAS
NOTIFIED THE GOVERNING JURISDICTION THAT ALL DEFICIENCIES ARE RESOLVED.
MEP COORDINATION
1. THE STRUCTURAL PLANS INDICATE ONLY THE APPROXIMATE LOCATION OF
MECHANICAL, ELECTRICAL AND OTHER EQUIPMENT, AS WELL AS THE RELATED
FRAMING NECESSARY TO SUPPORT SUCH EQUIPMENT. THE FINAL POSITIONING OF
THESE ITEMS IS DEPENDENT UPON THE EQUIPMENT PROVIDED. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR COORDINATING WORK BETWEEN SUBCONTRACTORS
AND MANUFACTURERS.
2. THE FOLLOWING IS A LIST OF ITEMS THAT THE GENERAL CONTRACTOR NEEDS TO
COORDINATE WITH THE MECHANICAL, ELECTRICAL AND PLUMBING CONTRACTORS.
THIS LIST IS INTENDED TO BE AN AID TO THE CONTRACTOR AND IT IS NOT
NECESSARILY ALL-INCLUSIVE.
A. PENETRATIONS ARE NOT ALLOWED THROUGH RETAINING OR SITE WALLS,
UNLESS SPECIFICALLY SHOWN ON THESE DRAWINGS. FOR OTHER
PENETRATIONS, SUBMIT A LAYOUT PLAN TO THE STRUCTURAL ENGINEER FOR
REVIEW.
B. SEE THE POST-INSTALLED CONCRETE ANCHORS NOTE SECTION FOR
ATTACHMENT INTO CONCRETE.
FOUNDATION
1. FOUNDATION DESIGN BASED ON THE FOLLOWING SOILS REPORT:
COMPANY: GEOCON.
PROJECT NO: 06442-32-30A.
DATE: MARCH 22. 2023.
2. FOOTINGS ARE DESIGNED BASED ON THE FOLLOWING INFORMATION:
ALLOWABLE BEARING• = 2500 PSF (4000 PSF MAX WITH WIDTH AND
DEPTH INCREASES)
EQUIVALENT FLUID PRESSURE = 35 PCF: UNRESTRAINED
WALLS O' TO 8' HIGH = 35 PCF + 7H: RESTRAINED
WALLS 8+' = 35 PCF + 13H: RESTRAINED
PASSIVE EARTH PRESSURE = 300 PCF
COEFFICIENT OF FRICTION = 0.4
* ALLOWABLE BEARING MAY BE INCREASED BY 1/3 FOR WIND AND SEISMIC LOAD
CASES.
3. FOOTINGS SHALL BEAR ON APPROVED COMPACTED FILL PER THE SOILS REPORT.
VERIFY FOOTING ELEVATION WITH THE CIVIL DRAWINGS. MINIMUM DEPTH AND
DIMENSIONS OF FOOTINGS SHALL BE AS FOLLOWS:
MINIMUM DEPTH BELOW LOWEST ADJACENT GRADE ............ 2 FT
MINIMUM WIDTH .............................................................................. 2 FT
4. SLABS ON GRADE SHALL BEAR ON APPROVED SUBGRADE PER THE
RECOMMENDATIONS OF THE SOILS REPORT.
5. CONTRACTOR TO PROVIDE FOR DE-WATERING OF EXCAVATIONS FROM EITHER
SURFACE WATER, GROUND WATER, OR SEEPAGE, IF REQUIRED.
6. CONTRACTOR SHALL PROVIDE FOR DESIGN AND INSTALLATION OF ALL CRIBBING,
SHEATHING, AND SHORING REQUIRED AND SHALL BE SOLELY RESPONSIBLE FOR ALL
EXCAVATION PROCEDURES INCLUDING LAGGING, SHORING, AND PROTECTION OF
ADJACENT PROPERTY, STRUCTURES, STREETS, AND UTILITIES IN ACCORDANCE
WITH ALL NATIONAL, STATE, AND LOCAL SAFETY ORDINANCES.
7. ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED. DO NOT PLACE BACKFILL
BEHIND RETAINING WALLS BEFORE CONCRETE OR GROUT IN THE WALLS AND SLABS
RESTRAINING THE WALLS HAVE ATTAINED FULL DESIGN STRENGTH. CONTRACTOR
SHALL BRACE OR PROTECT ALL BUILDING AND PIT WALLS BELOW GRADE FROM
LATERAL LOADS UNTIL ATTACHED FLOORS ARE COMPLETELY IN PLACE AND HAVE
ATTAINED FULL STRENGTH. CONTRACTOR SHALL PROVIDE FOR DESIGN, PERMITS,
AND INSTALLATION OF SUCH BRACING.
8. FOUNDATIONS SHALL BE PLACED AND ESTIMATED ACCORDING TO DEPTHS SHOWN
ON DRAWINGS. SHOULD SOIL ENCOUNTERED AT THESE DEPTHS NOT BE APPROVED
BY THE INSPECTOR OR SOILS ENGINEER, FOUNDATION ELEVATIONS WILL BE
ALTERED .
9. FOOTING BACKFILL AND UTILITY TRENCH BACKFILL WITHIN BUILDING AREA SHALL BE
MECHANICALLY COMPACTED IN LAYERS IN ACCORDANCE WITH THE SOILS REPORT
AND APPROVED BY THE SPECIAL INSPECTOR.
10. ALL ABANDONED FOOTINGS, UTILITIES, ETC. SHALL BE REMOVED.
SPECIAL INSPECTION
1. ALL SPECIAL INSPECTIONS AND TESTING SHALL BE IN CONFORMANCE WITH CHAPTER 17 OF THE CODE. THE
OWNER IS RESPONSIBLE FOR RETAINING AN APPROVED AGENCY TO PERFORM SPECIAL INSPECTIONS FOR
THIS PROJECT.
2. THE SPECIAL INSPECTION TABLES LISTED BELOW ARE PARTIAL EXCERPTS OF THE TABLES LISTED IN THE
CODE AND ADDITIONAL SPECIAL INSPECTION REQUIREMENTS OF THIS PROJECT. IT IS THE RESPONSIBILITY
OF THE SPECIAL INSPECTOR TO CONFORM WITH ALL ASPECTS OF OF THE CODE AND STANDARDS
REFERENCED BY CHAPTER 17.
3. THE SPECIAL INSPECTORS MUST BE CERTIFIED BY THE GOVERNING JURISDICTION IN THE CATEGORY OF
WORK REQUIRED TO HAVE SPECIAL INSPECTION.
EXCEPTIONS:
A. SOILS INSPECTIONS BY THE SOILS ENGINEER OF RECORD
B. SMOKE CONTROL SYSTEM, BY THE MECHANICAL ENGINEER OF RECORD
C. WHEN WAIVED BY THE GOVERNING JURISDICTION
4. THE CONSTRUCTION MATERIALS TESTING LABORATORY MUST BE APPROVED BY THE GOVERNING
JURISDICTION FOR TESTING OF MATERIALS, SYSTEMS, COMPONENTS AND EQUIPMENTS.
5. THE SPECIAL INSPECTIONS IDENTIFIED ON PLANS ARE IN ADDITION TO, AND NOT A SUBSTITUTE FOR, THOSE
INSPECTIONS REQUIRED TO BE PERFORMED BY THE GOVERNING JURISDICTION. SPECIALLY INSPECTED
WORK WHICH IS INSTALLED OR COVERED WITHOUT THE APPROVAL OF AN INSPECTOR FROM THE
GOVERNING JURISDICTION IS SUBJECT TO REMOVAL OR EXPOSURE.
6. FOR CONTINUOUS INSPECTION, WHEN WORK IN MORE THAN ONE CATEGORY OF WORK REQUIRING SPECIAL
INSPECTION IS TO BE PERFORMED SIMULTANEOUSLY, OR THE GEOGRAPHIC LOCATION OF THE WORK IS
SUCH THAT IT CANNOT BE CONTINUOUSLY OBSERVED IN ACCORDANCE WITH THE PROVISIONS OF THE
CODE, IT IS THE AGENT'S RESPONSIBILITY TO EMPLOY A SUFFICIENT NUMBER OF INSPECTORS TO ASSURE
THAT ALL WORK IS INSPECTED IN ACCORDANCE WITH THOSE PROVISIONS.
7. PERIODIC INSPECTION SHALL OCCUR FREQUENTLY ENOUGH TO INSPECT ALL OF THE INSTALLED ITEMS AND
TO PERIODICALLY WITNESS THE INSTALLATION OF THE ITEMS.
8. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INFORM THE SPECIAL INSPECTOR OR INSPECTION
AGENCY AT LEAST ONE WORKING DAY PRIOR TO PERFORMING ANY WORK THAT REQUIRES SPECIAL
INSPECTION. ALL WORK PERFORMED WITHOUT REQUIRED SPECIAL INSPECTION IS SUBJECT TO REMOVAL.
9. THE SPECIAL INSPECTOR SHALL PROVIDE WEEKLY REPORTS AND A FINAL REPORT TO THE STRUCTURAL
ENGINEER.
10. THE SPECIAL INSPECTOR SHALL ENSURE THAT ALL DEFICIENCIES RELATED TO THE SPECIAL INSPECTION
TABLES NOTED BY THE STRUCTURAL ENGINEER IN STRUCTURAL OBSERVATION REPORTS ARE CORRECTED.
SUCH COMPLIANCE SHALL BE REFERENCED IN SPECIAL INSPECTOR REPORT.
11. THE OWNER OR ENGINEER IN RESPONSIBLE CHARGE, ACTING AS OWNER'S AGENT, SHALL EMPLOY ONE OR
MORE AGENCIES TO PERFORM CONTINUOUS INSPECTION OF THE WALL REPAIR DURING CONSTRUCTION
SOIL: SPECIAL INSPECTION TASK CONTINUOUS PERIODIC
1. VERIFY MATERIAL BELOW FOOTINGS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY.
2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL.
3. PERFORM CLASSIFICATION AND TESTING OF CONTROLLED FILL MATERIALS.
VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND 4• COMPACTION OF CONTROLLED FILL.
PRIOR TO PLACEMENT OF CONTROLLED FILL, OBSERVE SUBGRADE AND VERIFY THAT SITE HAS 5• BEEN PREPARED PROPERLY.
CONCRETE: SPECIAL INSPECTION TASK
1. INSPECTION OF REINFORCING STEEL, PRESTRESSING TENDONS, SHEAR STUDS, AND PLACEMENT.
2. INSPECION OF REINFORCING STEEL WELDING:
A. VERIFICATION OF WELDABILITY OF REINFORCING STEEL OTHER THAN ASTM A706.
B. REINFORCING STEEL RESISTING FLEXURAL AND AXIAL FORCES IN MOMENT FRAMIES, ANID
BOUNDARY ELEMENTS OF SPECIAL REINFORCED CONCRETE SHEAR WALLS IN THE SFRS.
C. SHEAR REINFORCEMENT.
D. OTHER REINFORCING STEEL.
INSPECTION OF BOLTS AND EMBED PLATES TO BE INSTALLED IN CONCRETE PRIOR TO AND DURING 3• PLACEMENT OF CONCRETE.
4. POST INSTALLED ANCHORS IN HARDENED CONCRETE MEMBERS (SEE KEYNOTE 1).
5. VERIFYING USE OF REQUIRED DESIGN MIX.
AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR STRENGTH TESTS, 6• PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE.
7. INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES
8. MAINTENANCE OF THE SPECIFIED CURING TEMPERATURE AND TECHNIQUES
9. FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBERS BEING FORMED
CONCRETE SPECIAL INSPECTION KEYNOTES:
X
X
X
X
X
CONTINUOUS PERIODIC
X
X
X
X
X
X
X
X
X
X
X
X
1. THE SPECIAL INSPECTOR FOR ADHESIVE ANCHORS SHALL VERIFY THE DRILLING OF ANY HOLES, THE CLEANLINESS OF THE
HOLE, THE MOISTURE IN THE HOLE, MIXING THE ADHESIVE, THE BRAND OF ADHESIVE, AND THE PROPER MATERIAL FOR ASSEMBLY.
MECHANICAL, ELECTRICAL AND PLUMBING ELEMENTS: SPECIAL INSPECTION TASK
ELECTRICAL EQUIPMENT USED IN EMERGENCY OR STANDBY POWER SYSTEMS (AND ALL OTHERS 1 • IN SDC 'E' OR 'F'), AND THEIR ANCHORAGE.
PIPING SYSTEMS, AND THEIR ASSOCIATED MECHANICAL UNITS, DESIGNED TO CARRY HAZARDOUS 2• MATERIALS FOR THEIR INSTALLATION AND ANCHORAGE.
DUCTWORK DESIGNED TO CARRY HAZARDOUS MATERIALS FOR THEIR INSTALLATION AND 3• ANCHORAGE.
VIBRATION ISOLATION SYSTEMS, WHERE THE CONSTRUCTION DOCUMENTS REQUIRE A NOMINAL
4. CLEARANCE OF 1/4" OR LESS BETWEEN THE EQUIPMENT SUPPORT FRAME AND RESTRAINT, FOR
THEIR INSTALLATION AND ANCHORAGE .
CONTINUOUS PERIODIC
X
X
X
X
"DECLARATION OF RESPONSIBLE CHARGE"
(SHEETS 7 -15)
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT,
THAT I HAVE EXCERCISED RESPONSIBLE CHARGE OF THE DESIGN OF THE
PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS
CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARD.
I UNDERSTAND THAT THE CHECK OF THE PROJECT DRAWINGS AND
SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS
ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN.
KPFF CONSUL TING ENGINEERS
FIRM
3131 CAMINO DEL RIO NORTH, SUITE 1080
ADDRESS
SAN DIEGO, CA, 92108
CITY, STATE, ZIP
1080 CAMINO DEL RIO NORTH
TELEPHONE
AARON.PEBLEY@KPFF.COM
EMAIL
AARON PEBLEY S5383 09/30/2024
BY
8/03/2023
DATE
R.C.E.# EXP.DATE
SHEET LIST -SITE WALLS
Sheet
Number
CS-001
CS-002
CS-100
CS-600
CS-700
CS-705
CS-706
CS-707
Sheet Name
GENERAL STRUCTURAL NOTES
GENERAL STRUCTURAL NOTES
SITE WALL PARTIAL PLAN AREA A
CONCRETE TYPICAL DETAILS
MASONRY WALL TYPICAL DETAILS
MASONRY RETAINING AND SITE WALLS
MASONRY RETAINING AND SITE WALLS
MASONRY RETAINING AND SITE WALLS
"AS BUILT"
RCE __ _ EXP. ___ _
REVIEWED BY.·
INSPECTOR
SHEET
CS-001
DATE
DATE
11. DO NOT DE-TENSION SOIL TIEBACKS UNTIL ALL ATTACHED SLABS. CLOSURE STRIPS
AND PERPENDICULAR CONCRETE AND CMU WALLS ARE IN PLACE AND HAVE CURED.
12. REMOVE CONTAMINATED SOILS AS REQUIRED PER THE SOILS REPORT.
f----+--+------------+---+-----+---+-------, I SH6ET I CITY OF CARSLBAD ~3
ENGINEERING DEPARTMENT l_____!U
~P::::R::::ff=l:::S[:::'.,GR'.::A::::D=IN::::G=P=LA=N::S=F,::::O::::R.=· ========::'....'.::====
13. SOIL REMOVAL AND RECOMPACTION SHALL BE PER THE SOILS REPORT AND
APPROVED CONTRACT DOCUMENTS.
14. ALL ROOF AND AREA DRAINAGE SHALL BE DIRECTED AWAY FROM FOUNDATIONS.
15. OUNDATION EXCAVATIONS SHALL BE CHECKED BY THE PROJECT GEOTECHNICAL
ENGINEER PRIOR TO PLACING STEEL AND CONCRETE.
l ~~ ~l'-QfESSJo-,,.,
<.-,,.Q -------......'"V.
◄ "'"" ¢i, /... Q .. -.... it ~. II "'-/)No53 \£ 3131 Camino Del Rio North 11 •
Suite 1080 ,l •\J • -
San Diego, CA 92108 ~/-----c,; ~
Tel 619.521.8500 Fax 619.521.859 ':i,./~ UcT"~~ ...
KPFF PROJECT #2100173 Of' cACII'
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
JONIS CONFERENCE CENTER
PEDESTRIAN/ ADA IMPROVEMENTS FOR IONIS LOTS 21/22
GENERAL STRUCTURAL NOTES
GR2023-0009
APPROVED: JASON S. GELDERT
ENGINEERING MANAGER RCE 63972 EXPIRES 9/30/24
DWN BY.· JPR
CHKD BY.· __ _
RVWD BY.·
PROJECT NO.
SDP2021-0029
SDP2021-0029
DATE
DRAWING ND.
540-7B
Docusign Envelope ID: 566A09F6-B29F-4FA5-B4FC-7971AA550EDF
9/30/2024
NFNF
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SPECIAL INSPECTION {CONTINUED)
ENGINEERING NOTE: THIS A VERY CONDENSED VERSION OF THE FULL STEEL INSPECTION TABLE; USE ON SMALL PROJECTS.
MASONRY: SPECIAL INSPECTION TASK (LEVEL BJ PER ACI 530 TABLE 1.19.2
COMPLIANCE WITH REQUIRED INSPECTION PROVISIONS OF THE CONSTRUCTION DOCUMENTS AND 1 • THE APPROVED SUBMITTALS SHALL BE VERIFIED.
2. VERIFICATION OF fm PRIOR TO CONSTRUCTION EXCEPT WHERE SPECIFICALLY EXEMPTED BY CODE.
VERIFICATION OF SLUMP FLOW AND VSI AS DELIVERED TO THE SITE FOR SELF-CONSOLIDATING 3• GROUT.
4. AT THE BEGINNING OF THE MASONRY CONSTRUCTION, THE FOLLOWING SHALL BE VERIFIED
A. PROPORTIONS OF SITE PREPARED MORTAR.
B. CONSTRUCTION OF MORTAR JOINTS
C. LOCATION OF REINFORCEMENT, CONNECTORS, PRESTRESSING TENDONS AND ANCHORAGES.
D. PRESTRESSING TECHNIQUE.
5. DURING CONSTRUCTION THE INSPECTION PROGRAM SHALL VERIFY
A. SIZE AND LOCATION OF STRUCTURAL ELEMENTS
B. TYPE, SIZE, AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS OF ANCHORAGE OF
MASONRY TO STRUCTURAL MEMBERS, FRAMES OR OTHER CONSTRUCTION.
C. SPECIFIED SIZE, GRADE, AND TYPE OF REINFORCEMENT
D. WELDING OF REINFORCING BARS.
E. PROTECTION OF MASONRY DURING COLD WEATHER (TEMPERATURE BELOW 40°) OR HOT
WEATHER (TEMPERATURE ABOVE 90°)
F. APPLICATION AND MEASUREMENT OF PRESTRESSING FORCE.
6. PRIOR TO GROUTING, THE FOLLOWING SHALL BE VERIFIED:
A. GROUT SPACE IS CLEAN.
B. PLACEMENT OF REINFORCEMENT, CONNECTORS, PRESTRESSING TENDONS AND ANCHORAGE.
C. PROPORTIONS OF SITE-PREPARED GROUT AND PRESTRESSING GROUT FOR BONDED TENDONS
D. CONSTRUCTION OF MORTAR JOINTS.
GROUT PLACEMENT SHALL BE VERIFIED TO ENSURE COMPLIANCE WITH CODE AND CONSTRUCTION 7• DOCUMENT PROVISIONS.
A. GROUTING OF PRESTRESSING BONDED TENDONS
8. PREPARATION OF ANY REQUIRED GROUT AND MORTAR SPECIMENS AND/OR PRISMS.
9. POST-INSTALLED ANCHORS (SEE KEYNOTE 1 ).
MASONRY SPECIAL INSPECTION KEYNOTES:
CONTINUOUS PERIODIC
X
X
X
-X
-X
-X
X -
-X
X -
-X
X -
-X
X -
-X
-X
-X
-X
X -
X -
X -
-X
1. THE SPECIAL INSPECTOR FOR ADHESIVE ANCHORS SHALL VERIFY THE DRILLING OF ANY HOLES, THE CLEANLINESS OF THE HOLE,
THE MOISTURE IN THE HOLE, MIXING THE ADHESIVE, THE BRAND OF ADHESIVE, AND THE PROPER MATERIAL FOR ASSEMBLY.
(G.S.N. CONTINUED)
CONCRETE
1. ALL CONCRETE CONSTRUCTION SHALL CONFORM WITH THE CODE AND WITH THE
PROVISIONS OF ACI 318.
2. SCHEDULE OF STRUCTURAL CONCRETE PERFORMANCE REQUIREMENTS:
3.
4.
5.
COMPRESSIVE MAX MAX MAX
MEMBER STRENGTH DENSITY W/C SHRINKAGE 28DAY (PCF) RATIO (%) (NOTE 4) U.N.O. (PSI)
ALL FOOTINGS 3000 150 0.5 0.060
ALL OTHER
SUBSTRUCTURE 3000 150 0.5 0.060 WALLS, PIERS, PILES
AND CAPS
* LIMIT TOTAL WATER CONTENT TO A MAXIMUM OF 300#/C.Y
•• ADDITIONAL TEST CYLINDERS ARE REQUIRED FOR 56 DAY STRENGTHS.
CONCRETE MIXES:
A. MIX SHALL BE DESIGNED BY A QUALIFIED TESTING LABORATORY AND APPROVED
BY THE STRUCTURAL ENGINEER.
B. MIX DESIGN METHODS (TEST HISTORY OR TRIAL BATCH METHOD) PER THE CODE
SHALL BE USED TO PROPORTION CONCRETE. SUBMIT MIX DESIGN METHOD DATA
FOR REVIEW.
C. MIX DESIGNS SHALL SATISFY EITHER THE SHRINKAGE CRITERIA OR THE W/C
RATIO AND TOTAL WATER CONTENT CRITERIA SPECIFIED.
D. MIX DESIGNS FOR SLABS ON GRADE, ELEVATED SLABS AND BEAMS MUST MEET
SHRINKAGE CRITERIA, REGARDLESS OF THE W/C RATIO SPECIFIED.
E. MIX DESIGNS SHALL MEET THE MINIMUM REQUIREMENTS FOR EXPOSURE
CATEGORIES F0, SO, WO, AND CO AS DEFINED IN CHAPTER 19 OF ACI 318 UNLESS
OTHERWISE SPECIFIED IN THE TABLE ABOVE.
F. FOR SHOTCRETE APPLICATIONS, PROVIDE MIX DESIGNS FOR COMPRESSIVE
STRENGTH AS WELL AS TEST PANEL RESULTS FOR STRENGTH AND CORE
GRADES PER THE SHOTCRETE GENERAL STRUCTURAL NOTES.
G. PORTLAND CEMENT SHALL CONFORM TO ASTM C-150, TYPE I OR II, UNLESS
NOTED OTHERWISE.
H. AGGREGATE FOR HARDROCK CONCRETE SHALL CONFORM TO ALL
REQUIREMENTS AND TESTS OF ASTM C33 AND PROJECT SPECIFICATIONS.
EXCEPTIONS MAY BE USED ONLY WITH PERMISSION OF THE STRUCTURAL
ENGINEER.
I. AGGREGATE FOR LIGHTWEIGHT CONCRETE (MAX DENSITY< 120 PCF) SHALL BE
THE EXPANDED SHALE TYPE CONFORMING TO ALL REQUIREMENTS AND TESTS OF
ASTM C330 AND PROJECT SPECIFICATIONS. EXCEPTIONS MAY BE USED ONLY
WITH PERMISSION OF THE STRUCTURAL ENGINEER.
SHRINKAGE TESTS:
A. CONCRETE SHRINKAGE FOR MIX DESIGNS SHALL BE DETERMINED AT 28 DAYS
PERASTM C157.
CONCRETE INSTALLATION:
A. CONCRETE MIXING OPERATION, ETC. SHALL CONFORM TO ASTM C94.
B. PLACEMENT OF CONCRETE SHALL CONFORM TO ACI 318 AND PROJECT
SPECIFICATIONS.
C. CLEAN AND ROUGHEN TO 1/4" AMPLITUDE ALL CONCRETE SURFACES AGAINST
WHICH NEW CONCRETE ISTO BE PLACED.
D. ALL REINFORCING BARS, ANCHOR BOLTS, AND OTHER CONCRETE INSERTS SHALL
BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE.
6. PENETRATIONS IN CONCRETE:
A. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE
BEFORE PLACING. DO NOT CUT ANY REINFORCING WHICH MAY CONFLICT.
CORING CONCRETE IS NOT PERMITTED EXCEPT AS OUTLINED IN THE M.E.P.
COORDINATION NOTES. OPENINGS, POCKETS, ETC., LARGER THAN 6" SHALL NOT
BE PLACED IN CONCRETE SLABS, AT DROP PANELS OR BEAMS UNLESS SPECIALLY
DETAILED ON THE STRUCTURAL DRAWINGS. NOTIFY STRUCTURAL ENGINEER
WHEN DRAWINGS BY OTHERS SHOW OPENINGS, POCKETS, ETC. LARGER THAN
6" NOT SHOWN ON THE STRUCTURAL DRAWINGS, SEE THE M.E.P.
COORDINATION NOTES FOR ADDITIONAL RESTRICTIONS ON THE PLACEMENT OF
OPENINGS IN SLABS AND WALLS.
B. PIPES LARGER THAN 1 1/2" DIAMETER SHALL NOT BE EMBEDDED IN STRUCTURAL
CONCRETE EXCEPT WHERE SPECIFICALLY APPROVED BY STRUCTURAL
ENGINEER. PIPES SHALL NOT DISPLACE OR INTERRUPT REINFORCING BARS.
PIPES SHALL NOT BE PLACED IN COLUMN DROP HEAD AREA OR STUDRAIL ZONE.
SPACE EMBEDDED PIPES AT A MINIMUM OF 3 DIAMETERS. SIZE OF PIPE SHALL BE
ONE THIRD OF SLAB THICKNESS MAX. SEE THE M.E.P. COORDINATION NOTES FOR
ADDITIONAL RESTRICTIONS ON THE PLACEMENT OF PIPES IN STRUCTURAL
CONCRETE.
7. CONCRETE FORMWORKAND SHORING:
A. CONTRACTOR TO SUBMIT ENGINEERED SHORING AND RESHORING PLANS AND
CALCULATIONS TO THE STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION. SEE
SHOP DRAWING/SUBMITTALS AND CONSTRUCTION JOINTS NOTES FOR
ADDITIONAL REQUIREMENTS.
B. FOAM USED AS STAY-IN-PLACE FORMS SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 5.8 PSI AT 1% DEFORMATION AND A MINIMUM COMPRESSIVE
MODULUS OF 580 PSI PER ASTM D6817.
C. PROVIDE 3/4" CHAMFER ON ALL EXPOSED CORNERS UNLESS INDICATED
OTHERWISE BY THE ARCHITECT.
8. ALL EXTERIOR CRACKS TO BE SKIM COATED.
9. TOPPING SLABS AT EXTERIOR CONDITIONS OR EXPOSED TO VIEW:
A. ADD FIBERMESH-300 TO THE MIX AT A DOSAGE OF 1.5#/cy
B. MOISTEN THE SUBGRADE PRIOR TO POURING THE CONCRETE BUT AVOID
STANDING WATER.
C. DO NOT ADD WATER TO THE MIX AT THE JOB SITE.
D. ADD TROWEL JOINTS AT EACH WAY SPACED AT 28*SLAB THICKNESS AND FULL
DEPTH JOINTS EACH WAY SPACED 84*SLAB THICKNESS (EX: 7-0" OC AND 21'-0" OC
FOR 3" SLAB). VERIFY LOCATIONS WITH ARCHITECT
E. ADD #3 X 5'-0" MIDHEIGHT DIAGONAL BARS AT RE-ENTRANT CORNERS AND LARGE
OPENINGS WHERE CRACKS ARE LIKELY TO FORM.
F. MOIST CURE THE FINISHED SLAB FOR 7 DAYS.
REINFORCING STEEL
1. BAR SPECIFICATIONS:
2.
A. REINFORCING BARS SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER 19 OF
THE CODE, ASTM A615 (A706 WHERE NOTED ON PLANS), GRADE 60 U.N.O.
B. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 AND SHALL BE SUPPORTED
ON APPROVED CHAIRS.
INSTALLATION:
A. BARS SHALL BE CLEAN OF RUST, GREASE, OR OTHER MATERIALS LIKELY TO IMPAIR
BOND.
B. ALL REINFORCING BAR BENDS SHALL BE MADE COLD.
C. ALL BARS SHALL BE MARKED SO THEIR IDENTIFICATION CAN BE MADE WHEN THE
FINAL IN-PLACE INSPECTION IS MADE.
D. BARS IN SLABS SHALL BE SECURELY SUPPORTED ON WELL-CURED CONCRETE
BLOCKS OR APPROVED METAL CHAIRS, PRIOR TO PLACING CONCRETE.
E. UNLESS SPECIFICALLY NOTED OTHERWISE: THE MINIMUM CLEAR SPACING BETWEEN
PARALLEL BARS IN A LAYER SHALL BE AT LEAST db, BUT NOT LESS THAN 1 ". WHERE
PARALLEL REINFORCEMENT IS PLACED IN TWO OR MORE LAYERS, THE UPPER
LAYERS SHALL BE PLACED DIRECTLY ABOVE THE BARS IN THE BOTTOM LAYER WITH
A CLEAR DISTANCE BETWEEN BARS NOT LESS THAN 1 ".
3. SPLICES:
A. REINFORCING BAR SPLICES SHALL, IN CONCRETE, CONFORM TO THE PROVISIONS OF
ACI 318, AND IN MASONRY, CONFORM TO THE PROVISIONS OF ACI 530.
B. #14 AND #18 BARS SHALL NOT BE LAP SPLICED.
C. LAP ALL HORIZONTAL BARS AT CORNERS AND INTERSECTIONS.
D. DOWEL ALL VERTICAL REBAR TO FOUNDATIONS.
E. ALL SPLICE LOCATIONS ARE SUBJECT TO APPROVAL BY STRUCTURAL ENGINEER.
PROVIDE REQUIRED SHOP DRAWINGS AND FABRICATE AFTER ENGINEER'S REVIEW.
F. MECHANICAL BAR SPLICES (COUPLERS) SHALL BE USED WHERE SPECIFIED ON
PLANS. THEY MAY ALSO BE USED AT THE CONTRACTOR'S OPTION IN LIEU OF LAP
SPLICES AND WHERE REINFORCING IS SHOWN CONTINUOUS THROUGH
CONSTRUCTION JOINTS. THE MINIMUM COVER ON THE COUPLER OF 3/4" SHALL BE
MAINTAINED. UNLESS NOTED OTHERWISE, ALL MECHANICAL BAR SPLICES SHALL BE
"TYPE 2" AS DEFINED BY ACI 318 AND BE ONE OF THOSE LISTED BELOW AND
INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS:
• HRC 500 SERIES MECHANICAL COUPLERS (ICC ESR-2764)
• LENTON A2 SERIES MECHANICAL SPLICES (IAPMO ER-0129)
G. MINIMUM LAP SPLICES SHALL BE AS FOLLOWS:
• WELDED WIRE FABRIC: 9"
• DEFORMED BARS IN CONCRETE: 12"
• DEFORMED BARS IN MASONRY: THE GREATER OF 24" OR 48 BAR DIA.
4. WELDING REBAR:
A. WELDING OF REINFORCING MUST BE APPROVED BY THE STRUCTURAL ENGINEER.
B. ALL WELDS SHALL BE IN CONFORMITY WITH THE PROJECT SPECIFICATIONS AND AWS
D1 .4. SEE SPECIAL INSPECTION SECTION FOR WELDING INSPECTION
REQUIREMENTS.
C. ALL REINFORCING BARS TO BE WELDED SHALL BE ASTM A706, U.N.O.
D. ALL WELDS SHALL BE DONE BY AWS CERTIFIED WELDERS USING THE FOLLOWING
ELECTRODES, U.N.O:
ASTMA706 E80XX
ASTMA615 E90XX
5. REBAR DETAILING:
A. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH ACI 315.
B. COMPLETE AND DETAILED REINFORCING PLACEMENT DRAWINGS SHALL BE
PREPARED AND SUBMITTED TO THE ARCHITECT FOR REVIEW BY THE STRUCTURAL
ENGINEER PRIOR TO FABRICATION IN ACCORDANCE WITH SPECIFICATIONS AND
APPLICABLE CODES. THESE APPROVED DRAWINGS SHALL BE AVAILABLE ON THE JOB
SITE PRIOR TO PLACING OF CONCRETE.
C. REBAR SPACINGS GIVEN ARE MAXIMUM ON CENTER WHETHER STATED AS "O.C." OR
NOT. UNLESS A SPECIFIED LENGTH IS GIVEN, ALL REBAR IS CONTINUOUS WHETHER
STATED AS "CONT." OR NOT.
6. MILL TEST REPORTS SHALL BE SUBMITTED PRIOR TO PLACEMENT OF CONCRETE.
7. CONTINUOUS INSPECTION OF CONCRETE SHALL INCLUDE INSPECTION DURING
INSTALLATION OF REINFORCING STEEL. INSPECTION SHALL BE SCHEDULED SO THAT
PLACEMENT OF REINFORCING STEEL, CONDUIT, SLEEVES, AND EMBEDDED ITEMS MAY BE
CORRECTED PRIOR TO PLACEMENT OF OVERLYING GRIDS OF REINFORCING STEEL.
8. CONCRETE PROTECTION FOR REINFORCEMENT:
(i) CAST-IN-PLACE CONCRETE (NON-PRESTRESSED). THE FOLLOWING CONCRETE
COVER SHALL BE PROVIDED FOR REINFORCEMENT, U.N.O.:
A. CONCRETE CAST AGAINST AND
PERMANENTLY EXPOSED TO EARTH
B. CONCRETE EXPOSED TO EARTH OR WEATHER:
NO. 6 THROUGH NO. 18 BAR
NO. 5 BAR, W31 OR D31 WIRE AND SMALLER
C. CONCRETE NOT EXPOSED TO WEATHER OR IN
CONTACT WITH THE GROUND:
SLABS, WALLS, JOISTS:
NO. 14AND NO. 18 BAR
NO. 11 BAR AND SMALLER
BEAMS, COLUMNS:
PRIMARY REINFORCEMENT,
TIES, STIRRUPS AND SPIRALS
SHELLS, FOLDED PLATE MEMBERS:
NO. 6 BAR AND LARGER
NO. 5 BAR, W31 OR D31 WIRE AND SMALLER
MINIMUM
COVER
3"
2"
1 1/2"
1 1/2"
3/4"
1 1/2"
3/4"
1/2"
TOLERANCES
+OR-
3/8"
3/8"
3/8"
3/8"
1/4"
3/8"
1/4"
3/16"
CONSTRUCTION JOINTS
1. ALL CONSTRUCTION JOINTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 318
SECTION 6.4 AND THE TYPICAL CONSTRUCTION JOINT DETAILS SHOWN ON THE
STRUCTURAL DRAWINGS.
2. ALL SURFACES OF CONSTRUCTION JOINTS SHALL BE CLEANED TO REMOVE DUST,
CHIPS, OR OTHER FOREIGN AND ROUGHENED TO 1/4" MINIMUM AMPLITUDE (UNLESS
KEYWAYS ARE PROVIDED PER DETAILS ON THE STRUCTURAL DRAWINGS) PRIOR TO
PLACING ADJACENT CONCRETE.
3. THE CONTRACTOR SHALL SUBMIT THE PROPOSED LOCATIONS OF CONSTRUCTION
JOINTS FOR APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER
BEFORE STARTING CONSTRUCTION.
4. SLAB POUR STRIPS SHALL BE POURED NO SOONER THAN 28 DAYS AFTER YOUNGEST
ADJACENT CONCRETE, U.N.O. THE SLAB BAY THAT INCLUDES THE POUR STRIP
SHALL BE SHORED FOR THE FULL HEIGHT OF THE STRUCTURE. ADJACENT BAYS ON
EITHER SIDE OF THE POUR STRIP SHALL BE SHORED UNTIL THE POUR STRIP IS
POURED AND REACHES 75% OF DESIGN STRENGTH, U.N.O.
5. SEE REINFORCING STEEL NOTE 3 FOR MECHANICAL SPLICES.
6. AT SLABS-ON-GRADE, TOPPING SLABS, AND WALLS, DO NOT PLACE CONCRETE IN
LENGTHS EXCEEDING 100 FEET.
7. CAST SLABS-ON-GRADE IN ALTERNATE SECTIONS UNLESS PERMANENT FORMS ARE
USED. WAIT 48 HOURS BETWEEN ALL ADJACENT CONCRETE CASTINGS.
MASONRY
1. ALL MASONRY CONSTRUCTION SHALL CONFORM WITH THE CODE AND WITH THE
PROVISIONS OF TMS 402 AND TMS 602.
2. CONCRETE BLOCK SHALL BE ASTM C90 HOLLOW LOAD-BEARING CONCRETE
MASONRY UNITS CONFORMING TO CODE SECTION 2103.1, MEDIUM WEIGHT DOUBLE
OPEN END UNITS WITH A MAXIMUM LINEAR SHRINKAGE OF 0.065%.
3. MORTAR SHALL BE ASTM C270 TYPE 'M' OR'S' CONFORMING TO CODE SECTION 2103.2
4. GROUT SHALL BE ASTM C476 COMFORMING WITH CODE SECTION 2103.3
5. ALL CELLS SHALL BE GROUTED SOLID, U.N.O.
6. MINIMUM STRENGTH REQUIREMENTS:
UNIT STRENGTH BLOCK STRENGTH GROUT STRENGTH
fm (psi) (psi) (psi) NOTES
2,000 2,000 2,500
2,500 3,250 3,000 WHERE NOTED ON PLANS
7. COMPLIANCE WITH COMPRESSIVE STRENGTH REQUIREMENTS SHALL BE
DETERMINED USING UNIT STRENGTH METHOD OR PRISM TESTING PER CODE
SECTION 2105.
8. REINFORCING BARS -PROVIDE 1/2" CLEAR BETWEEN REINFORCING AND WALL OF
MASONRY UNITS. SEE NOTES UNDER REINFORCING STEEL FOR ADDITIONAL
REQUIREMENTS.
9. VERTICAL BARS IN WALLS ARE TO BE PLACED IN CENTER OF CELLS UNLESS
OTHERWISE SHOWN. VERTICAL BARS ARE TO BE TIED OR OTHERWISE FIXED INTO
POSITION PRIOR TO GROUTING WITH WIRE POSITIONERS OR OTHER SUITABLE
DEVICES AT INTERVALS NOT EXCEEDING 200 BAR DIAMETERS.
10. VERTICAL BARS IN WALLS AND PILASTERS SHALL HAVE DOWELS OF EQUAL SIZE AND
SPACING IN ALL FOOTINGS. DOWELS TO BE FIELD CHECKED BY THE MASONRY
CONTRACTOR BEFORE PLACEMENT OF CONCRETE.
11. HORIZONTAL BARS SHALL BE PLACED IN BOND BEAM BLOCKS.
12. NO MORE THAN TWO BARS SHALL BE PLACED IN ANY ONE CELL. WHERE PLAN CALLS
FOR MORE THAN TWO, DIVIDE EQUALLY AMONG ADJACENT CELLS.
13. WHEN MULTIPLE BARS ARE LAPPED IN A CELL, LAP REBAR 65 BAR DIAMETERS MIN.
AND STAGGER LAPS 24 IN. U.N.O.
14. PIPES OR CONDUITS SHALL NOT BE EMBEDDED IN ANY MASONRY UNLESS
SPECIFICALLY DETAILED ON THE APPROVED STRUCTURAL DRAWINGS. NOTIFY
ENGINEER WHERE OTHERS SHOW PIPES OR CONDUITS EMBEDDED IN MASONRY
THAT ARE NOT SHOWN ON THE APPROVED STRUCTURAL DRAWINGS.
15. SEE DRAWINGS FOR LOCATIONS OF MASONRY CONTROL JOINTS, (MCJ). CONTROL
JOINTS SHALL BE SPACED AT A MAXIMUM OF 25 FEET.
16. HORIZONTAL CONTROL JOINTS SHALL BE FORMED BY STOPPING THE GROUT POUR
NOT LESS THAN 1/2", NOR MORE THAN 2" BELOW THE TOP OF THE UPPER MOST UNIT
GROUTED. HORIZONTAL REINFORCEMENT SHALL BE FULLY EMBEDDED IN GROUT.
SHEET
CS-002
"AS BUILT"
RC£ __ _ EXP. ___ _ DATE
REVIEWED BY.·
INSPEC TDR DATE
I---+--+------------+--+--+--+--I SH?ET I CITY OF CARSLBAD ~3
ENGINEERING DEPARTMENT l_____!U
::P::R::1:,:::C l::S[=:'.,GR,'::A::D::IN::G=P::LA=N::S=F,::O::R_=. =========-=====
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~ 1 ■ ~/) :aE7r253 i 0 3131 Camino Del Rio North '-' •
-"' Suite 1080 ll .-" •-
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
JONIS CONFERENCE CENTER
PEDESTRIAN/ ADA IMPROVEMENTS FOR IONIS LOTS 21/22
GENERAL STRUCTURAL NOTES
GR2023-0009 SDP2021-0029
APPROVED: JASON S. GELDERT
ENGINEERING MANAGER RCE 63972 EXPIRES 9/30/24 DA TE
DWN BY.· JPR
CHKD BY.· __ _
PROJECT NO.
SDP2021-0029
DRAWING ND.
540-7B
g:J San Diego, CA 92108 ~,s,/---=~~ ""
-o Tel 619.521.8500 Fax 619.521.859 "I;,-/~ UcTIJ'D'c,~""
.8 KPFF PROJECT #2100173 Of' cACII' ~L _________________________________________________ ..,:::::~_....:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;.J
OTHER APPROVAL CITY APPROVAL RVWD BY.·
10/12/20231:19:38 PM
Docusign Envelope ID: 566A09F6-B29F-4FA5-B4FC-7971AA550EDF
9/30/2024
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ABUTMENT FOUNDATION
BY OTHERS'' •
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CS-100
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NOTE:
CIVIL ENGINEER OF RECORD TO CONFIRM ALL TOP OF FOOTINGS (T.O.F.) ELEVATIONS "AS BUILT"
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FOUNDATION NOTES:
1. SEE GENERAL NOTES AND TYPICAL DETAILS FOR INFORMATION
NOT REFERENCED. TYPICAL DETAILS SHALL BE FOLLOWED
WHERE APPLICABLE, WHETHER OR NOT REFERENCED ON PLAN.
2. SEE CIVIL DRAWINGS FOR:
a. FINISHED GRADE ELEVATIONS
-~ b. TOP OF WALL ELEVATIONS
o c. WALL PROFILES
PLAN LEGEND:
T.O.W. ~ /+X'-X"
T.O.FTG ~ /+X'-X"
TOP OF WALL ELEVATION RELATIVE TO MSL. TOP OF WALL
ELEVATIONS PROVIDED FOR REFERENCE ONLY. EXACT TOP OF
WALLS ARE PER CIVIL DRAWINGS.
TOP OF FOOTING ELEVATION RELATIVE TO MSL
::::: d. DESIGN FOR PAVEMENT FLATWORK, CURBS AND WALLS
i1 RETAINING LESS THAN 3'-0" OF SOIL [/ 7 7 7 / 7 7 I FULLY GROUTED MASONRY WALL PER SECTIONS o e. TOP OF FOOTING ELEVATIONS WHERE NOT SHOWN ~ ~ ~ 3131 Camino Del Rio North
gJ 3. PROVIDE CONTROL JOINTS AT EVERY 100'-0" PER 5 S-- - - - - - - -s FOOTING STEP PER 8 Suite 1 o5o -o CS-700 CS-600 San Diego, CA 92108
_g '----' '----' Tel 619.521.8500 Fax 619.521.859
DATE INITIAL DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
RC£ ___ EXP.____ DATE
REVIEWED BY.·
INSPEC TDR DATE
I SHBET I CITY OF CARSLBAD rn ENGINEERING DEPARTMENT 3
PRtCIS[ GRADING PLANS FOR:
JONIS CONFERENCE CENTER
PEDESTRIAN/ ADA IMPROVEMENTS FOR IONIS LOTS 21/22
SITE WALL PARTIAL PLAN AREA A
GR2023-0009 SDP2021-0029
APPROVED: JASON S. GELDERT
ENGINEERING MANAGER RCE 63972 EXPIRES 9/30/24 DATE
DWN BY.· JPR PROJECT NO. DRAWING ND.
CHKD BY.· SDP2021-0029 540-7B RVWD BY.· :, KPFF PROJECT #2100173
<( ~~~~~~'."'."':"" _________________________________________________________________ ...::;:::;:::.... __ ~;;;;;;;;;;;;;;;;;;;;;;;;~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~;;;;;;;;;;;;;;;;;;;;;;;;~~;;;;;;;;;;;;;;;;;;;;;;;;;;,'.;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;,J
10/12/20231:19:39 PM
Docusign Envelope ID: 566A09F6-B29F-4FA5-B4FC-7971AA550EDF
9/30/2024
NFNF
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CASE 1* -BAR CENTER TO CENTER SPACING> 6" (NORMAL WEIGHT, GRADE 60, UNCOATED)
BAR SIZE D
#3 1 1/2"
CONCRETE CLEAR BAR SIZE ---#3 #4 #5 #6 #7
STRENGTH COVER (IN) (PSI) LAP CLASS--Ld LAP Ld LAP Ld LAP Ld LAP Ld LAP
90' HOOK
#4 2"
#5 2 1/2"
TOP 1 '-1" 1'-5" 1'-6" 2•-on 1'-10" 2'-5" 2'-2" 2'-10" 3'-7" 4'-8" 1.50
BOTTOM 1'-0" 1'-4" 1'-2" 1'-7n 1'-5" 1'-11" 1'-8" 2'-2" 2'-9" 3'-7"
TIES & STIRRUPS HOOKS ONLY 2.00
TOP 1 '-1" 1'-5" 1'-6" 2'-0" 1'-10" 2'-5" 2'-2" 2'-10" 3'-2" 4'-2"
BOTTOM 1'-0" 1'-4" 1'-2" 1'-7" 1'-5" 1'-11 11 11-811 2'-2" 2'-5" 3'-2"
.0 I 12
2MAX
TOP 1 '-1" 1'-5" 1'-6" 2'-0" 1'-10" 2'-5" 2'-2" 2'-10" 3'-2" 4'-2" 3.00
BOTTOM 1'-0" 1'-4" 1'-2" 1'-7" 1'-5" 1'-11" 1'-8" 2'-2" 2'-5" 3'-2"
TOP 1'-0" 1.50 1'-4" 1'-3" 1'-8" 1'-7" 2'-1" 1'-11" 2'-6" 3'-1" 4'-1"
BOTTOM 1'-0" 1'-4" 1'-0" 1'-4" 1'-3" 1'-8" 1'-6" 2'-0" 2'-5" 3'-2"
TYPICAL BAR OFFSET TOP
4000 2.00 1'-0" 1'-4" 1'-3" 1'-8" 1'-7" 2'-1" 1'-11" 2'-6" 2'-9" 3'-7"
BOTTOM 1'-0" 1'-4" 1'-0" 1'-4" 1'-3" 1'-8" 1'-6" 2'-0" 2'-1" 2'-9"
.0 TOP 1'-0" 1'-4" 1'-3" 1'-8" 1'-7" 2'-1" 1'-11" 2'-6" 2'-9" 3'-7" 3.00
BOTTOM 1'-0" 1'-4" 1'-0" 1'-4" 1'-3" 1'-8" 1'-6" 2'-0" 2'-1" 2'-9"
1 4db 1 Jl BAR SIZE D
#3THRU#8 6db
2§N #9 THRU #11 8db CASE 1 KEYNOTES:
180' HOOK 90' HOOK #14 THRU #18 10db
1. IF THE DIMENSIONS SHOWN ON FIGURE 1 ARE NOT MET, REBAR DEVELOPMENT AND LAP SPLICE LENGTHS SHALL BE
PER THE CASE 2 SCHEDULE.
2. INCREASE DEVELOPMENT AND SPLICE LENGTHS FOR EACH OF THE FOLLOWING CONDITIONS WHEN THEY OCCUR:
STANDARD HOOKS
A. fy > 60 KSI: MULTIPLY LENGTH BY fy/60
B. EPOXY COATED REBAR: MULTIPLY LENGTH BY 1.2
C. LIGHTWEIGHT CONCRETE: MULTIPLY LENGTH BY 1.33
REINFORCING BAR BENDING DETAIL
SCALE: 1"= 1'-0"
NOTES:
1. INCREASE EMBED DEPTH FOR EACH OF THE FOLLOWING CONDITIONS WHEN THEY OCCUR:
A. fy > 60 KSI: MULTIPLY LENGTH BY fy/60
B. EPOXY COATED REBAR: MULTIPLY LENGTH BY 1.2
C. LIGHTWEIGHT CONCRETE: MULTIPLY LENGTH BY 1.33
CONCRETE
STRENGTH
psi
3000
4000
6000
CONCRETE
STRENGTH
psi
3000
4000
6000
HEADED
REINFORCEMENT
#3
0'-7"
0'-6"
0'-6"
#3
0'-9"
0'-8"
0'-6"
PER PLAN AND G.S.N. ~
#4
0'-9"
0'-8"
0'-7"
#4
0'-11"
0'-10"
0'-8"
~
--
#5
0'-11"
0'-10"
0'-8"
#5
1'-2"
1'-0"
0'-10"
I
- --I -
HEADED BAR EMBED, Ldt
#6 #7 #8
1'-2" 1'-4" 1'-6"
1'-0" 1'-2" 1'-4"
0'-10" 0'-11" 1'-1"
HOOKED BAR EMBED, Ldh
#6 #7 #8
1'-5" 1'-8" 1'-10"
1'-3" 1'-5" 1'-7"
1'-0" 1'-2" 1'-4"
I
w ...J w ! ...J
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#9 #10
1'-8" 1 '-11"
1'-6" 1'-8"
1'-2" 1'-4"
#9 #10
2'-1" 2'-4"
1 ·-1 o· 2'-1"
1'-6" 1'-8"
~
,,,,,--STANDARD
HOOK
#11
2'-1"
1'-10"
1'-6"
#11
2'-7"
2'-3"
1'-10"
CASE 2* -ALL OTHER BAR SPACING (NORMAL WEIGHT, GRADE 60, UNCOATED)
BAR DESCRIPTION CONCRETE BAR SIZE ---#3 #4 #5 #6 #7
AND LOCATION IN STRENGTH
STRUCTURE (PSI) LAP CLASS--Ld LAP Ld LAP Ld LAP Ld LAP Ld LAP
BAR SPACING >2x'd,' & TOP 1'-10" 2'-5" 2'-5" 3'-2" 3'-0" 3'-11" 3'-7" 4'-8" 5'-3" 6'-10"
CLEAR COVER > 'd,' 3000
OR BOTTOM 1'-5" 1'-10" 1'-10" 2'-5" 2'-4" 3'-1" 2'-9" 3'-7" 4'-0" 5'-3"
BEAM & COLUMN TOP 1'-7" 2'-1" 2'-1" 2'-9" 2'-7" 3'-5" 3'-1" 4'-1" 4'-6" 5'-11" BAR SPCING > 'd,' & 4000
CLEAR COVER > 'd,' BOTTOM 1'-3" 1'-8" 1'-7" 2'-1" 2'-0" 2'-8" 2'-5" 3'-2" 3'-6" 4'-7"
TOP 2'-9" 3'-7" 3'-7" 4'-8" 4'-6" 5'-11" 5'-5" 7'-1" 7'-10" 10'-3" 3000
BOTTOM 2'-1" 2'-9" 2'-9" 3'-7" 3'-6" 4'-7" 4'-2" 5'-5" 6'-0" 7'-1 O"
OTHER CASES
TOP 4000 2'-4" 3'-1" 3'-1" 4'-1" 3'-11 II 5'-2" 4'-8" 6'-1" 6'-9" 8'-10"
BOTTOM 1'-10" 2'-5" 2'-5" 3'-2" 3'-0" 3'-11" 3'-7" 4'-8" 5'-3" 6'-10"
CASE 2 KEYNOTES:
1. INCREASE DEVELOPMENT AND SPLICE LENGTHS FOR EACH OF THE FOLLOWING CONDITIONS WHEN THEY OCCUR:
A. fy > 60 KSI: MULTIPLY LENGTH BY fy/60
B. EPOXY COATED REBAR: MULTIPLY LENGTH BY 1.2
C. LIGHTWEIGHT CONCRETE: MULTIPLY LENGTH BY 1.33
HOOKED AND HEADED REBAR EMBEDMENT REBAR DEVELOPMENT LENGTHS AND LAP SPLICES
SCALE: 1"= 1'-0"
MIN CLEAR SPACING=
1
1" PIPE WRAP OR
SPACE AROUND
PIPE, TYP --~
2x LARGER PIPE DIA
PIPE THRU FTG, PLACE
ABOVE MAIN REINF
FTG REINF
A
6"MIN J'------JL-TY P
ELEVATION
SCALE: 1" = 1 '-0"
WALL ABOVE
WHERE OCCURS
SLAB ON GRADE
OR EXTERIOR
HARDSCAPE
WHERE OCCURS
SEE NOTE 4 WHERE
PENETRATIONS OCCUR
IN WALL ABOVE
1'-6" MIN
T.O.F. 1==1 ----=111 ·w_......._._.,. __ ...._..._ ....... ,,_,;1 ,----r -1 I
PVC OR C.I. SLEEVE z
I w/ INNER DIA= PIPE :a;
Ii:: 0.D. PLUS 2", ~
~ SEENOTE3-----1-~b i~~~~~~~~~-"<-
OPTIONAL
CONST JOINT
z.
8 u.. z
:a;
~
CONCRETE FILL (SAME WIDTH AS
FOOTING AND FULL LENGTH OF
TRENCH). PLACE FILL AROUND
SLEEVES BEFORE FOOTING IS POURED
NOTES:
' -., -,' ', -. -
---;;:--.,.,.------,_,----_------,_
r,:\ SECTION 0,_;1--=~~~--
- , ' I 1L
2
TRENCH FOR PIPE
PARALLEL TO FTG
SHALL BE LOCATED
SO THAT FTG WILL
NOT BE UNDERMINED
GROUND LINE
BACKFILL PER
SPECS
NO EXCAVATION
ALLOWED BELOW
THIS LINE
1. PIPE SHALL NOT PASS THROUGH OR BE PLACED UNDER COLUMN FOOTING.
2. FOR PIPES MORE THAN 3'-0" BELOW BOTTOM OF FOOTING, TRENCH MAY BE BACKFILLED
WITH CONTROLLED, COMPACTED FILL PER SPECIFICATIONS OR LEAN CONCRETE.
3. PIPES LARGER THAN 6" O.D. SHALL NOT PASS THROUGH FOOTINGS WITHOUT BEING
SPECIFICALLY DETAILED ON THESE PLANS OR APPROVED BY THE ENGINEER OF RECORD.
3131 Camino Del Rio North
Suite 1080
San Diego, CA 92108
NOTES:
1. TENSION DEVELOPMENT LENGTHS AND TENSION LAP SPLICES
ARE CALCULATED PER ACI 318-14, SECTION 25.4 AND 25.5,
RESPECTIVELY.
2. THESE TABLES ARE BASED ON UNCOATED GRADE 60 REBAR
PLACED IN NORMAL WEIGHT CONCRETE. SEE KEYNOTES
BELOW THE TABLES FOR ADJUSTMENTS TO TABLE VALUES.
3. THIS SCHEDULE IS NOT APPLICABLE TO DUCTILE MOMENT
FRAME MEMBERS RESISTING SEISMIC FORCES.
4. ALL SPLICE LENGTHS SHALL BE PER "LAP" LENGTHS PER TABLE
UNLESS NOTED OTHERWISE ON PLANS.
5. WHERE "CLASS A" SPLICE IS CALLED OUT ON PLANS, USE
TENSION DEVELOPMENT LENGTHS "Ld" PER TABLE.
6. TOP BARS ARE HORIZONTAL SLAB, BEAM & FOOTING BARS WITH
MORE THAN 12 IN. OF CONCRETE CAST BELOW THE BARS AND
ALL HORIZONTAL WALL REINFORCEMENT.
7. BOTTOM BARS ARE ALL VERTICAL WALL REINFORCEMENT AND
ALL HORIZONTAL SLAB BEAM & FOOTING BARS WITH LESS THAN
12" OF CONCRETE CAST BELOW THE BAR.
8. COVER DESIGNATES CLEAR COVER FROM SPLICED BAR TO
FACE OF MEMBER. SPACING DESIGNATES CENTER-TO-CENTER
SPACING OF SPLICED BARS.
9. FOR NON-CONTACT LAP SPLICES, ADD THE DISTANCE BETWEEN
THE BARS TO THE SPLICE LENGTH IN THE ABOVE TABLE.
10. WHEN BARS OF DIFFERENT SIZES ARE LAP SPLICED, SPLICE
LENGTH SHALL BE THE LARGER OF "Ld" OF THE LARGER BAR
OR THE "LAP" LENGTH OF THE SMALLER BAR.
11. WHERE #14 OR #18 REBAR IS CALLED OUT ON PLAN, USE TYPE 2
COUPLERS PER GSN.
TENSION
DEVELOPMENT
LENGTH
TYPICAL
LAP
SPLICE ~
NON-CONTACT
LAP SPLICE
~
[I)
C'c--
,
,e----,f-_CENTER TO CENTER (C-C)
SPACING, 6" MIN
FIG. 1
Ld
PER TABLE
A
'
LAP
PER TABLE
A
' LAP+ 'S'
FIG. 2
DATE INITIAL
,.
,
-~ -CONCRETE
JOINT
4
8
TYPICAL PIPE PENETRATIONS AT FOOTINGS 4. FOR PENETRATIONS IN STRUCTURAL WALL ABOVE (CMU OR CONCRETE) PROVIDE SLEEVE,
SIMILAR AT FOOTING PENETRATION. WATERPROOFING OF PENETRATION BY OTHERS .
Tel 619.521.8500 Fax 619.521.859
KPFF PROJECT #2100173 ENGINEER OF WORK REVISION DESCRIPTION
NO SCALE
L , L , L , .
'
~ ~
~
I"-'"-HORIZ REINF
TURNED VERT
~FOOTING/
A A
V '
CORNER INTERSECTION
NOTE:
1. L=30db OR 1 '-6" MINIMUM
TYPICAL FOUNDATION INTERSECTIONS
SCALE: 3/4" = 1 '-0"
TOPOFFTG
(SEE PLAN)
□
[I)
[I)
REBARS TO MATCH
FOOTING REINF SIZE
AND SPACING (2 BARS MIN)
LAP PER
GD
-------
D 2'S'
MIN
~
cJ' •
<I
A
V
OPTIONAL
CORNER
...J
[I)
[I)
p
SEE PLAN FOR
FOOTING REINF -~ LAPPERQ)
'----'
NOTES:
1. D = DEPTH OF FOOTING
2. S = 1'-6" MAX, U.N.0.
TYPICAL STEPPED FOOTING DETAIL
SCALE: 1"= 1'-0"
SHEET
CS-600
"AS BUILT"
RC£ EXP . DATE
REVIEWED BY.·
INSPEC TDR DATE
I SHgET I CITY OF CARSLBAD rn ENGINEERING DEPARTMENT 3
PRtCIS[ GRADING PLANS FOR:
JONIS CONFERENCE CENTER
PEDESTRIAN/ ADA IMPROVEMENTS FOR IONIS LOTS 21/22
CONCRETE TYPICAL DETAILS
GR2023-0009 SDP2021-0029
APPROVED: JASON S. GELDERT
ENGINEERING MANAGER RCE 63972 EXPIRES 9/30/24 DATE
DWN BY.· JPR PROJECT NO. DRAWING ND. DATE INITIAL DATE INITIAL CHKD BY.· SDP2021-0029 540-7B
OTHER APPROVAL CITY APPROVAL RVWD BY.· ...._. _______________________________________________________________________________________________________________________________________________________ __,
10/12/20231:19:40 PM
Docusign Envelope ID: 566A09F6-B29F-4FA5-B4FC-7971AA550EDF
9/30/2024
NFNF
~
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MASONRY REINFORCING BAR DEVELOPMENT & LAP SPLICE LENGTH. (INCHES)
FOR CMU STRENGTH fm = 2000 PSI NOTES:
NOMINAL BAR MINIMUM TRANSVERSE REINFORCING BAR SIZE
1. COVER s BAR SPACING ASSUMED. COVER IS DISTANCE FROM
OUTSIDE FACE OF BLOCK TO EDGE OF BAR.
BLOCK LOCATION COVER REBAR
SIZE (SEE NOTE 5) #3 #4 #5 #6
NO 16 22 35 54 EACH FACE OR 2" STAGGERED
YES 16 18 23 27
8"
NO 16 16 23 44
CENTERED 3 1/4"
YES 16 16 23 27
NO 16 22 35 54
EACH FACE OR 2" STAGGERED
YES 16 18 23 27
10"
NO 16 16 18 33
CENTERED 4 1/4"
YES 16 16 18 27
NO 16 22 35 54 EACH FACE OR 2" STAGGERED
YES 16 18 23 27
12"
NO 16 16 16 26
CENTERED 5 1/4"
YES 16 16 16 26
TYPICAL REINFORCING LAP SPLICE FOR MASONRY WALLS
SCALE: 1"= 1'-0"
NOTES:
1. SEE PLAN FOR LOCATION.
2. STACKED BLOCK AT JOINT
FROM FOUNDATION TO
TOP OF WALL.
WATER PROOFING
1" COMPRESSIBLE JT
MATERIAL AND SEALANT
PER SPECS
BOUNDARY REINF PER-/-
PER ARCH'L DWG'S \ ~1-11-·
1 __________ ~ _ _ _ 1llJJffi=-=1===rr-Jlffi~IJ_ I_
WATERSTOP
BELOW GRADE STOP REINF
AT JOINTS -111=111-.
L I ===11 EU El ll=-11 _L_ LJ :i
I I
0 11 µi-::~--;T BOUNDARY
ol~ -REINF PER-/-
C l
m= -I c--
AT CORNERS
CONTROL JOINT IN MASONRY RETAINING WALL
SCALE: 1" = 1 '-0"
MIN CLEAR SPACING=
2x LARGER PIPE DIA
PIPE THRU FTG, PLACE
ABOVE MAIN REINF
FTG REINF
-1 I I •.· • • : _··-•. : _·•· ·• .... • • ._. '. ..•.. • .. •·-·• . : : :
::;, ~ -I I ••• : ..... ;: : '.: ·.•· •• >. > : : : , • .. :
"' 1 •• .• .-.•.·.· ·.-._·.· ...
-, ',· -. -' -, .
A
WALL ABOVE
WHERE OCCURS
OPTIONAL
CONST JOINT
I f-a.. w
0
(.!) b z ' 5 0
LL
#7 #8
63 72
32 72
61 72
32 51
63 72
32 71
45 72
32 38
63 72
32 71
36 55
32 36
2. BARS SPLICED BY NON-CONTACT LAP SPLICES SHALL BE SPACED A
DISTANCE APART NOT GREATER THAN 1/5 THE REQUIRED LENGTH
OF THE LAP SPLICE OR MORE THAN 8".
3. #9 AND LARGER BARS SHALL BE SPLICED BY WELDING OR BY
APPROVED MECHANICAL CONNECTORS THAT CAN DEVELOP 125%
OF THE SPECIFIED BAR STRENGTH IN TENSION.
4. WHEN ADJACENT LAP SPLICES ARE SEPARATED BY 3" OR LESS, THE
REQUIRED LAP LENGTH SHALL BE INCREASED BY 30%.
5. PROVIDE TRANSVERSE REINFORCEMENT AT BOTH ENDS OF LAP
SPLICES AS SHOWN IN THE FIGURE BELOW IN ORDER TO USE THE
REDUCED LAP SPLICE LENGTH.
LAP PER SCHEDULE
1/2" MIN
8" MAXTYP
SEE NOTE 5 +-~--,,-a: a: <( w w >
d~-......................... _.,._ •. ,....... .............. +<-............................. .........,.._.__._-+-.............. -+-~
WHERE REBAR ISAT
EACH FACE, STAGGER
LAP SPLICE LOCATIONS
CMUWALL&
REBAR PER PLAN
CONDUIT BY OTHERS
( 1 1/2"0 MAX) --~
NOTES:
. . ' . . .
__ . -_......:... ~-_,_, ,-;-""T'"-...... ....,...-
TRANSVERSE REINF
WHERE OCCURS
1. WHEREVER POSSIBLE, PLACE CONDUITS IN UNREINFORCED CELLS.
2. WHEN CONDUITS MUST BE PLACED IN THE SAME CELL AS REBAR,
SEE DETAIL ABOVE.
3. CONDUITS SHALL NOT BE RUN HORIZONTALLY IN WALLS.
4. NO CONDUITS ARE ALLOWED WHERE TOW BARS ARE IN A CELL.
5. 'D' SHALL BE BASED ON THE LARGER DIAMETER OF THE TWO
CONDUIT SIZES.
TYPICAL VERTICAL CONDUITS IN CMU WALLS
SCALE: 1"= 1'-0"
SLAB ON GRADE
OR EXTERIOR
HARDSCAPE
WHERE OCCURS
PVC OR C.I. SLEEVE
w/ INNER DIA= PIPE
0.D. PLUS2",
SEE NOTE 4 WHERE
PENETRATIONS OCCUR
IN WALL ABOVE
1'-6" MIN
~ -=I 11 w----1..J..L..J---LL.1.---l..J.il,..---'-T--1 I
z
::;;
io
SEE NOTE 3 ----+---it-
,-+-:tt.:::::.....=..-=-=--=:......!t.~----"s-
z
:;;;
io
... , co z ··.·:.,•.·· ;;;;
_-, ~ ·....:....··_;_ .__:; -'---
=I I
I
- , ' I 1L
2
TRENCH FOR PIPE
PARALLEL TO FTG
SHALL BE LOCATED
SO THAT FTG WILL
NOT BE UNDERMINED
GROUND LINE
BACKFILL PER
SPECS
1
1" PIPE WRAP OR
SPACE AROUND
PIPE, TYP --~
·, ' :
CONCRETE FILL (SAME WIDTH AS
FOOTING AND FULL LENGTH OF
TRENCH). PLACE FILL AROUND
SLEEVES BEFORE FOOTING IS POURED
----· _-,--_'--,-----,_ ,------;. : ,, , . ,
r.\ SECTION 0)>----
NO EXCAVATION
ALLOWED BELOW
THIS LINE
6"MIN k--+-TYP
ELEVATION
TYPICAL PIPE PENETRATIONS AT FOOTINGS
SCALE: 1"= 1'-0"
NOTES:
1. PIPE SHALL NOT PASS THROUGH OR BE PLACED UNDER COLUMN FOOTING.
2. FOR PIPES MORE THAN 3'-0" BELOW BOTTOM OF FOOTING, TRENCH MAY BE BACKFILLED
WITH CONTROLLED, COMPACTED FILL PER SPECIFICATIONS OR LEAN CONCRETE.
3. PIPES LARGER THAN 6" 0.D. SHALL NOT PASS THROUGH FOOTINGS WITHOUT BEING
SPECIFICALLY DETAILED ON THESE PLANS OR APPROVED BY THE ENGINEER OF RECORD.
4. FOR PENETRATIONS IN STRUCTURAL WALL ABOVE (CMU OR CONCRETE) PROVIDE SLEEVE,
SIMILAR AT FOOTING PENETRATION. WATERPROOFING OF PENETRATION BY OTHERS.
3
(2)#4
VERT MIN
STD 90°
HOOKTYP
/
• ,f
--< /
/
(2)#4
VERT MIN ~ /
~i..
/
,-1
(2) #4
VERT MIN---..__
STD 90°
HOOKAND
AL TERNA TE --<
/
-, /
/
/
/
/
/
' l,
V
A • V· ·v
I.
' /
G~·/
' I/
/ /
.. ""'. ' . r/ .
'. :-/
.:•,: 1·· /
' . ·; /
, /
•.
.. • /
A
V
INTERSECTION
/ /
/ /
/ /
..
..
/ /
/ / /
~
/ / r,,"
PLAN-10" OR 12" CMU
/ .
... ,
/
CORNER BART 0
TEEL~ MATCH HORIZ s
/ / / / .. .. ..
' -u·
.•
/ / / /
PLAN 8" CMU
/ ,/ / /
'
.,,.
/
/
/ , ~
/ .
, , /
'. /
CORNER
TYP CMU WALL INTERSECTIONS AND CORNERS
SCALE: 1" = 1 '-0"
CONT HORIZ BAR
OR MIN #4x2'-0"
CTR'D ON BOLT _ _,,,.
. ,
HORIZEMBED
PER SCHEDULE
DRYPACKOR
GROUT--_,,,
CHORD BARS ~ PER PLAN, (2)
• \ #5MIN --~
a: 0 Cl)
_J z f-(.) => _J _OQ
;..-0:: tll -+..._,II,-'-+-<(
MIN WALL THICKNESS
PER SCHEDULE MIN WALL THICKNESS
PER SCHEDULE
MINIMUM EMBEDMENT LENGTH
STD 90°
HOOKTYP
(3) #4
VERT MIN
r (2)#4 TYP
.
D..
::s z
::;;
'
w 0--' w =>
Cl□
:a: w wI f-(.) a: Cl)
w a: >W
D..
BOLT SIZE0 HORIZ EMBED VERT EMBED MINIMUM WALL
THICKNESS
1/2" 4" 6" 6"
5/8" 5" 7" 8"
3/4" 6" 8" 8"
7/8" 7" 9" 10"
1" 8" 10" 12"
TYPICAL BOLT EMBEDMENT IN CMU WALLS
SCALE: 1" = 1 '-0"
3131 Camino Del Rio North
Suite 1080
San Diego, CA 92108
Tel 619.521.8500 Fax 619.521.859
KPFF PROJECT #2100173
DATE INITIAL
ENGINEER OF WORK
8
REVISION DESCRIPTION
REINF PER PLAN SEE ARCH
(2) #4 MIN ---~
48d
LAP
SLOPED TOP OF WALL
CHORD BAR LOCATED
BELOW TOP OF WALL
SLOPED CHORD REINFORCING AT TOP OF WALL
SCALE: 1 " = 1 '-0"
D/A 810
D/A 811
D/A812
NOTE:
WIRE POSITIONERS SHALL BE
PLACED NO MORE THAN
200 BAR DIAMETERS APART.
VERTICAL BAR POSITIONER
SCALE: 1" = 1 '-0"
SHEET
CS-700
"AS BUILT"
RC£ EXP . DATE
REVIEWED BY.·
INSPEC TDR DATE
CT[:] CITY OF CARSLBAD rn 0 ENGINEERING DEPARTMENT 3
PRtCIS[ GRADING PLANS FOR:
JONIS CONFERENCE CENTER
PEDESTRIAN/ ADA IMPROVEMENTS FOR IONIS LOTS 21/22
MASONRY WALL TYPICAL DETAILS
GR2023-0009 SDP2021-0029
APPROVED: JASON S. GELDERT
ENGINEERING MANAGER RCE 63972 EXPIRES 9/30/24 DATE
DWN BY.· JPR PROJECT NO. DRAWING ND. DATE INITIAL DATE INITIAL CHKD BY.· SDP2021-0029 540-7B
OTHER APPROVAL CITY APPROVAL RVWD BY.· ----------------------------------------------------------------------------------------------------------------------------------------------------------' 10/12/20231:19:41 PM
Docusign Envelope ID: 566A09F6-B29F-4FA5-B4FC-7971AA550EDF
9/30/2024
NFNF
~
~ (I)
C)
.....
C:
8
. !!2
C:
.Q
.!!2
C: 0
:::::
i1 0 0
-"' ti) (I) s
~
SLOPE GRADE
WHERE OCCURS
#4 DOWEL@ 18", 18 .. 1
CNTR'D IN WALL
"t" +24"
AND SLAB, TYP --..__
ADD'L (2)#4x2'-0" @8"
CENTR'D ON GAURDRAIL
POSTS(CONTRACTOR
TO COORD w/POST
LOCATIONS) -----
CMU WALL PER PLAN
#4@24", TYP
REBAR PER
ELEVATION -----
1 0" CMU, FULLY GROUTED
WALL SHERE OCCURS
PER SCHEDULE, TYPE
1
LAP PER t-:c-=-s--=-10:-::t-----,_
-.____,,
#6@12"
#6@12"
7' -0" MIN PER
SOILS REPORT
SECTION BRIDGE RAMP
SCALE: 3/8" = 1 '-0"
GUARDRAIL PER ARCHITECT
WHERE OCCURS
HARDSCAPE PER CIVIL
I
ii
3131 Camino Del Rio North
Suite 1080
San Diego, CA 92108
GUARDRAIL PER ARCHITECT
WHERE OCCURS
SOIL OVER TOP OF FOAM,
1 '-0" MIN, w/ MIRAFI 140N
FILTER FABRIC BARRIER
PERGEOTECH
T.O.W. ~ • ~R CIVIL
GEOFOAM PER NOTE 7 OF
CONCRETE NOTES, SEE SHEET
CS-002 (FILL VOIDS w/ PEA GRAVEL)
8" CMU, FULLY GROUTED
WALL, REINF PER SCHEDULE
DRAINAGE REQUIREMENTS
PERG"J '\IJTYP
FINISH GRADE PER CIVIL
FOUNDATION PER PLAN,
SEE PLAN FOR FOOTING STEPPERfa\ ~ ...._..,
NOTES:
1. BOTTOM 3'-0" OF WALL SEGMENT SHALL BE 10" CMU,
FULLY GROUTED WHERE NOTED ON PLAN.
DATE INITIAL
Tel 619.521.8500 Fax 619.521.859
KPFF PROJECT #2100173 ENGINEER OF WORK REVISION DESCRIPTION
H t
3'-011 8"
4'-011 8"
5'-0" 8"
6'-0" 8"
7'-0" 8"
8'-011 8"
9'-0" 10"
#4@24" @8" WALL
#5@24"@10" WALL
T.O.W.
PER CIVIL
ADD'L (2)#4x2'-0" @8"
CENTR'D ON GAURDRAIL
POSTS(CONTRACTOR
TO COORD w/POST
w
2'-011
2'-011
2'-6"
3'-0"
3'-6"
4'-0"
4'-6"
SCHEDULE
D
1511
1511
15"
18"
20"
20"
20"
"F1"
(3) #5
(3) #5
(3) #5
(4) #5
(5) #5
(6) #5
(7) #5
"F2" "O" Ld BARS
#4@12" #4@24" 33"
#4@12" #4@24" 33"
#4@12" #4@24" 33"
#5@12" #5@24" 41"
#5@12" #5@8" 41"
#6@12" #6@16" 49"
#6@12" #6@16" 49"
.,.-,---GUARDRAIL PER ARCHITECT
WHERE OCCURS
2 3/4" TO ~ BAR r FLATWORK
_j __ WHERE OCCURS ~~~-~-~ ---------7 -111-=---------------J
I _,---"0"BAR
LOCATIONS) ----:=_-:=_-:=_~;,---,fttrtt--f-K-~-SEEffiFOR DRAINAGE
REQUIREMENTS SLOPE WHERE OCCURS--~
TOP OF GRADE
OR BOTTOM OF
BIOFIL TRATION
I BASIN---~
TOP OF FOOTING
PER CIVIL U.N.0.
• <O
Cl'.
UJ > 0 0 ()
M
#4CONT
"t"
3"
6"
0 0
"0"BAR
w
WATERPROOFING AND
DRAINAGE PER ffi
"F2" BAR
"F1"
BAR
Cl'.
UJ
0..
:g
MASONRY RETAINING WALL 1 :1 BACKSLOPE
SCALE:N.T.S.
SHEET
CS-705
"AS BUILT"
RC£ EXP . DATE
REVIEWED BY.·
INSPEC TDR DATE
CTY:J
CITY OF CARSLBAD rn 1 ENGINEERING DEPARTMENT 3
PRtCIS[ GRADING PLANS FOR:
JONIS CONFERENCE CENTER
PEDESTRIAN/ ADA IMPROVEMENTS FOR IONIS LOTS 21/22
MASONRY RETAINING AND SITE WALLS
GR2023-0009 SDP2021-0029
APPROVED: JASON S. GELDERT
ENGINEERING MANAGER RCE 63972 EXPIRES 9/30/24 DATE
DWN BY.· JPR PROJECT NO. DRAWING ND. DATE INITIAL DATE INITIAL CHKD BY.· SDP2021-0029 540-7B
OTHER APPROVAL CITY APPROVAL RVWD BY.· ------------------------------------------------------------------------------------------------------------------------------------------------10/12/20231:19:41 PM
Docusign Envelope ID: 566A09F6-B29F-4FA5-B4FC-7971AA550EDF
9/30/2024
NFNF
~
~ (I)
C)
'E 0 C)
"' ·c
.Q
10/12/20231:19:42 PM
#4@16"
#5@16" DOWEL BAR
HARDSCAPE
SLAB BEYOND
#5@16" DOWEL BAR
#4@16"
#8@16" DOWEL BAR
3131 Camino Del Rio North
Suite 1080
San Diego, CA 92108
Tel 619.521.8500 Fax 619.521.859
KPFF PROJECT #2100173
Q ~l'-QfESSJo~
~ AARON
PEB
No. 53
WALL JOG, SEE PLAN
NOTES:
1 SEE GENERAL NOTES AND TYPICAL DETAILS FOR INFORMATION
• NOT REFERENCED. TYPICAL DETAILS SHALL BE FOLLOWED
WHERE APPLICABLE, WHETHER OR NOT REFERENCED ON PLAN.
2 SEE CIVIL DRAWINGS FOR:
• a. FINISHED GRADE ELEVATIONS
b. TOP OF WALL ELEVATIONS
c WALL PROFILES ED ON CS d: TOP OF FOOTING ELEVATIONS WHERE NOT INDICAT
SHEETS. ~
3. PROVIDE CONTROL JOINTS AT EVERY 100'-0" PER ~
8" CMU, FULLY GROUTED
WALL PER PLAN
..._____,
/ PREFAB BRIDGE
/ _ _J BY OTHERS
' '--_:--:, ... ,,7 -- - - - - - - -
FINISHED GRADE
PER CIVIL, TYP
PEDESTRIAN BRIDGE ABUTMENT
BY OTHERS
SHEET
CS-706
"AS BUILT"
RC£___ EXP. __ _ DATE
REVIEWED BY.·
INSPEC TDR DATE ~ CITY OF CARSLBAD ~
tt====E===t==========================~====i===jt===j==== L__23_J ENGINEERING DEPARTMENT l_____!U
PRtCIIONIS CONFERENCE CENTER
PEDESTRIAN/ ADA IMPROVEMENTS FOR IONIS LOTS 21/22
MASONRY RETAINING AND SITE WALLS
GR202J-0009 SDP2021-0029
APPROVED: JASON S. GELDERT
tt====E===t==========================~====i===jt===j==== I IE~NG~IN~ET~Rl~NG~M~A~NA~GE~R~RC~E~6~39~72~EX~Pl~RE~S~9/=J=0/724~~D~A~TE~f
;= JPR PROJECT NO. ORA WING ND. DWN BY.· DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY.·__ SDP2021-0029 540-7B RVWD BY.· ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
Docusign Envelope ID: 566A09F6-B29F-4FA5-B4FC-7971AA550EDF
9/30/2024
NFNF
~
~ (I)
C)
.....
C:
8
. !!2
C:
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~
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-a
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C: 0
:::::
i1 0 0
-"' ti) (I) s
~
HARDSCAPE
SLAB BEYOND
SEEDETAI@
FOR STEP BAR TYP
WALL ELEVATION
SCALE: 3/8" = 1 '-0"
#4@24"TYP
WALL JOG, SEE PLAN
BOTTOM 3'-0" OF WALL TO BE 10" THICK CMU
3131 Camino Del Rio North
Suite 1080
San Diego, CA 92108
Tel 619.521.8500 Fax 619.521.859
KPFF PROJECT #2100173
DATE INITIAL
ENGINEER OF WORK
8" CMU, FULLY GROUTED
WALL PER PLAN
..
d ' ~ ,'_ ' -;-.. • ·,11 ..
' ,_ \· :. ¥ .. ,
,.,. ...
DATE INITIAL
REVISION DESCRIPTION OTHER APPROVAL
NOTES:
1. SEE GENERAL NOTES AND TYPICAL DETAILS FOR INFORMATION
NOT REFERENCED. TYPICAL DETAILS SHALL BE FOLLOWED
WHERE APPLICABLE, WHETHER OR NOT REFERENCED ON PLAN.
2. SEE CIVIL DRAWINGS FOR:
a. FINISHED GRADE ELEVATIONS
b. TOP OF WALL ELEVATIONS
c. WALL PROFILES
d. TOP OF FOOTING ELEVATIONS WHERE NOT INDICATED ON CS
SHEETS.
3. PROVIDE CONTROL JOINTS AT EVERY 100'-0" PER 0
PEDESTRIAN BRIDGE ABUTMENT
BY OTHERS
---------
SHEET
CS-707
"AS BUILT"
RC£ EXP . DATE
REVIEWED BY.·
INSPEC TDR DATE
CT[:] CITY OF CARSLBAD rn 3 ENGINEERING DEPARTMENT 3
PRtCIS[ GRADING PLANS FOR:
JONIS CONFERENCE CENTER
PEDESTRIAN/ ADA IMPROVEMENTS FOR IONIS LOTS 21/22
MASONRY RETAINING AND SITE WALLS
GR2023-0009 SDP2021-0029
APPROVED: JASON S. GELDERT
ENGINEERING MANAGER RCE 63972 EXPIRES 9/30/24 DATE
DWN BY.· JPR PROJECT NO. DRAWING ND. DATE INITIAL CHKD BY.· SDP2021-0029 540-7B CITY APPROVAL RVWD BY.· -----------------------------------------------------------------------------------------------------------------------------------------10/12/20231:19:42 PM
Docusign Envelope ID: 566A09F6-B29F-4FA5-B4FC-7971AA550EDF
9/30/2024