HomeMy WebLinkAboutDWG 529-9D; CT 16-07; MARJA ACRES; 01-05PROJECT
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fuscoe.com858.554.1500
6390 Greenwich Dr, Suite 170
San Diego, Ca 92122
10/1/25
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 ANO OMISSIONS
DISCOVERED OUR/NG 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 PERMITTEE'S POLICY IN
THE MINIMUM AMOUNT OF $2,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE
INSURANCE COMPANY WR/7JNG THE POIICY MUST HAVE A RATING OF "A " OR
BETTER AND A SIZE CATEGORY Of Ct ASS Vil OR BETTER AS FSTABt ISHFD BY
"BESTS" KFY RA TING GU/OF.
5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE
CITY ANO OTHER APPROPRIATE AGENCIES.
28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY
THE CITY OF CARLSBAD LANDSCAPE MANUAL. THE LANDSCAPING PLANS FOR THIS
PROJECT, DRAWING NO. 529 91 , ANO/OR AS DIRECTED BY THE CITY ENGINEER OR
PLANNING DIRECTOR.
29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COOROINA TE
THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE
ANO /RR/GA TION PLANS ANO 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
OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET
AREAS ANO REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE
WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER.
31. THE EXISTENCE ANO LOCATION OF UTILITY STRUCTURES ANO FACILITIES SHOWN ON THE
CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS.
ATTENTION IS CALLEO 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 QUE PRECAUTIONARY MEASURES TO
PROTECT THE UTILITIES SHOWN ON THE PLANS ANO ANY OTHER EXISTING FACILITIES
OR STRUCTURES NOT SHOWN.
32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVE
GROUND ANO UNDERGROUND) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF
GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT
THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK.
EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ___ _::J=:EF,...:.F--=:EO'-"/Nc:.G::..:Ec:.cRc.._ ___ A T
503.213.0023 (PHONE NUMBER).
2. EQUIPMENT ANO WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES
OUR/NG THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT
CONVENIENT LOCATIONS TO FAG/LITA TE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN
RAIN IS EMINENT.
3. FOR PROJECTS COVERED BY STA TE SWPPP /WOIO, IN ACCORDANCE WITH THE CONSTRUCTION
ORDER ISSUED BY THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD, THE
CONTRACTOR'S QUALIFIED SWPPP PRACTITIONER (QSP) SHALL UPOA TE ANO MAINTAIN THE
STORM WATER POLLUTION PREVENTION PLAN (SWPPP) TO ADDRESS UPDATED SITE CONDITIONS
OF THE PROJECT. THE UPOA TEO SWPPP SHALL BE KEPT AT THE PROJECT SITE AND MADE
AVAILABLE TO THE CITY INSPECTOR. ADDITIONAL CONSTRUCT/ON 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 CONTRACTOR'S QUALIFIED SWPPP DEVELOPER ANO 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 ANO/OR CITY INSPECTOR DUE TO UNCOMPLETED GRADING
OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE 33-
NOT CONSTRUCTED PRIOR TO THE DEADLINE QA TE OF THE IMPROVEMENT AGREEMENT.
THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST
2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES ANO SHALL
COOROINA TE THE WORK WITH A COMPANY REPRESENTATIVE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE ANO SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS
CONDITION.
7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK
OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN
OBTAINED ANO A VALID GRADING PERMIT HAS BEEN ISSUED.
8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF
THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET
OF THE PLANS AND THE TITLE SHEET.
9. ORIGINAL ORA WINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED
BY THE CITY ENGINEER.
10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE
ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY.
11. ACCESS FOR FIRE ANO OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE
PROJECT SITE AT ALL TIMES DURING CONSTRUCT/ON.
12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF:
(A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS ANO (C) COMPACTION CURVES,
SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA,
PRING/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS
REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO
WORKING DAYS OF THE COMPLETION OF FIELD TESTS.
13. A SO/LS COMPACTION REPORT ANO COMPLIANCE VERIFICATION REGARDING ADHERENCE
TO RECOMMENOA TIONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE
ISSUANCE OF A BU/LO/NG PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER
THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA
PR/NC/PALLY 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 SPECIF/CATIONS ANO THE "EARTHWORK SPECIF/CATIONS"
A TTACHEO TO THE PRELIMINARY SOILS INVEST/GA TION. DAILY FIELD COMPACTION
REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR.
14. A PRECONSTRUCTION MEETING SHALL BE HELD PRIOR TO THE BEGINNING OF WORK
AND SHAii Bf ATTFNDFD BY All RFPRfSFNTATIVFS RFSPONS/Bl f FOR CONSTRUCTION,
INSPECTION, SUPERVISION, TESTING ANO ALL OTHER ASPECTS OF THE WORK. THE
CONTRACTOR WILL BE CONTACTED BY THE PROJECT INSPECTOR TO COOROINA TE A
DA TE ANO TIME FOR THE PRECONSTRUCTION MEETING. APPROVED ORA WINGS MUST
BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY
THE PROJECT INSPECTOR AT THE MEETING.
15. ALL INSPECTION RFQUFSTS OTHFR THAN FOR PRECONSTRUCTION MFFTING WILL BF
MADF BY CAI /ING THE FNGINFFRING 24-HOIIR INSPFCVON RFQl/fST t INF AT
(760)438-3891 INSPECTION RFQUFST MUST BF RFCFIVEQ PRIOR TO 2· 00 PM
ON THF WORKING DAY BFFORF THF INSPECTION IS NFFDFD INSPECTIONS WILL BE
MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE
AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.
16. THE OWNER ANO/OR APPLICANT THROUGH THE DEVELOPER ANO/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT ANO MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE ANO FEDERAL SAFETY ANO HEALTH STANDARDS, LAWS ANO REGULATIONS.
17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING
A DETAIL PLAN TO THE CITY ENGINEER ANO/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 OUR/NG THE
EXCAVATION OF SUCH TRENCH OR TRENCHES OR OUR/NG THE PIPE INSTALLATION
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR
MORE IN DEPTH ANO APPROVED BY THE CITY ENGINEER ANO/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF THF PLAN VARIE:S FROM THE SHORING SYSTFM
STANDARDS ESTABLISHED BY THE CONSTRUCT/ON SAFETY ORDERS, TITLE 8
CALIFORNIA AOMINISTRA TIVE CODE, THE PLAN SHALL BE PREPARED BY A REG/STEREO
ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION
PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION.
18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN
OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING
PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS.
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA
OUR/NG CONSTRUCTION, OPERATIONS WILL CEASE IMMEOIA TEL Y, ANO THE PERMITTEE
WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE
PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO 00 SO.
20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT ANO ANY OTHER ASSOC/A TEO
GRADING EQUIPMENT SHALL BE LIM/TEO TO THE PERIOD BETWEEN 7: 00 A.M. ANO
6: 00 P.M. EACH DAY, MONDAY THRU FRIDAY ANO NO EARTHMOVING OR GRADING
OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIOA YS (A LIST OF CITY
HOLIOA YS /S AVAILABLE ONLINE).
21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE
CITY INSPECTOR FOR APPROVAL TWO FULL WORKING QA YS PRIOR TO BEGINNING OF
WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE
OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE
GRADING OPERATION.
22. IMPORT MATERIAL SHALL BE OBTAINED FROM, ANO WASTE MATERIAL SHALL BE
DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE
HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION.
23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE
TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN.
24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONO/NG OF
WATER IS NOT PERMITTED. ALL EARTHEN SWALES ANO DITCHES SHALL HA VE A
MINIMUM ONE PERCENT SLOPE.
25. THESE PLANS ARE SUBJECT TO A SIGNED ANO APPROVED SWPPP ANO/OR SET OF
EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN ANO 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
ANO CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT ANO OROERL Y CONDITION.
ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED ANO DISPOSED OF AT A
SITE APPROVED OF BY THE CITY ENGINEER.
UNDERGROUND SERVICE ALERT
SOG&E
AT&T
CHARTER/SPECTRUM CABLE
COX COMMUN/CATIONS
'CITY OF CARLSBA~STREETS & STORM DRAIN)
*CITY OF CARLSBAD SEWER.WATER & RECLA/MEO WATER)
• SAN 0/EGU/TO WA R DISTRICT
• LEUCADIA WASTEWATER DISTRICT * VALLECITOS WATER DISTRICT
* OLIVENHAIN WATER DISTRICT
• BUENA SAN/TA TION DISTRICT
• AS APPROPRIATE
34. PERMIT COMPLIANCE REQUIREMENTS:
811 OR (800)642-2444
(800)411-7343
(800)241-3624
(866)788-0166
(619)262-1122
(442)339-2980
( 442)339-2722
(760)633-2650
(760)753-0155
[
760~744-0460 760 753-6466
442 643-5416
A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER,
SOILS ENGINEER, ANO/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND
CONTROL THE WORK IN PROGRESS {15.16.120 A.BJ CARLSBAD MUNICIPAL CODE.
B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT THE FOLLOWING
REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT
INSPECTOR {15.16.120 A.10} CARLSBAD MUNICIPAL CODE:
1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA TING ALL GRADING
/S COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING ANO /RR/GA TION
ARE INSTALLED IN CONFORMANCE WITH CITY CODE ANO THE APPROVED
PLANS (OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING
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, ANO SUMMARIES OF FIELD ANO LABORATORY TESTS ANO PLOTTED
TEST POINTS THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE
SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE
REQUIREMENTS ANO RECOMMENOA TIONS OUTLINED IN THE PRELIMINARY
SOILS REPORT ANO ANY SUPPLEMENTS THERETO.
4) REPORT WITH AS-BU/LT 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 ADDEO TO PROHIBIT
WASTEWATER DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE SATISFACTION
OF THE CITY ENGINEER.
"DECLARATION OF RESPONSIBLE CHARGE"
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED SWPPP ANO/OR EROSION
CONTROL PLAN SHALL BE INCORPORA TEO HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY fflOM 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 OAY WHEN THE THREE (3) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
PERCENT ( 40%). SILT ANO OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
10. SHOULD GERM/NATION OF HYDROSEEOED 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 CASQA CONSTRUCT/ON
HANDBOOK.
ABANDONMENT NOTES
PARTIALLY COMPLETED PROJECTS SEEKING TO INOEFINITEL Y STOP WORK ANO CLOSE THE
GRADING PERMIT MUST IMPLEMENT APPROPRIATE ACCESS RESTRICTION ANO EROSION AND
SEDIMENT CONTROL MEASURES TO THE SATISFACTION OF THE CITY, INCLUDING BUT NOT
LIM/TEO 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 AOEQUA TE.
2) PERMANENTLY STABILIZE FLAT AREAS (~5%) -70% COVER WITH WELL-ESTABLISHED,
SUSTAINABLE, NON-WEED VEGETATION (SEE CITY LANDSCAPE MANUAL FOR
GUIDELINES) OR 2 INCHES (MINIMUM) OF PERMEABLE COVER (E.G., GRAVEL) IS
CONSIDERED AOEQUA TE.
3) RESTRICT ACCESS TO SITE -COORDINATE WITH CITY STAF,F TO DETERMINE
APPROPRIATE FENCING TYPE.
4) S/GNAGE ALONG FRONTAGE ROAO(S) POSTING THAT DUMPING, LITTERING, ANO
TRESPASSING ARE PROHIBITED.
5) TRESPASS ENFORCEMENT AUTHORIZATION LETTER MUST BE SENT FROM THE OWNER TO
THE CITY OF CARLSBAD POLICE DEPARTMENT.
6) NOTARIZE AND RECORD AGAINST THE PROPERTY AN AGREEMENT STATING THAT OWNER
IS RESPONSIBLE FOR MAINTAINING FENCING ANO S/GNAGE, ADHERING TO THE FIRE
PREVENTION ORD/NATION, KEEPING THE SITE FREE FROM LITTER ACCUMULATION ANO
VEGETATION GROWTH, ANO REMOVING ANY ILLEGALLY DUMPED MATERIALS AT THE SITE
UNTIL THE PROPERTY IS DEVELOPED IN THE FUTURE.
f HEREBY DECLARE THAT f AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT f HA VE
EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION
6703 OF THE BUSINESS ANO PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH
CURRENT STANDARDS. f UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS ANO
SPECIF/CATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK,
EARTHWORK QUANTITIES
ADJUSTMENTS MADE IN CALCULATIONS:
8" FOR SLAB AND BASE UNDER BUILDINGS
10" FOR SLAB AND BASE UNDER TRASH ENCLOSURE
1 O" FOR PAYERS AND BASE
OF MY RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM: FUSCOF fNGINfFRING INC
ADDRESS: 6390 GRFFNWJCH DR, (1170
CITY, ST.: SAN DIEGO CA 92122
PHONE: 858. 554. 1500
EMAIL· JBLACKWFLDfRl/ifUSCOF.CQM
BY: JAEMIN BLACKWELDER
(NAME OF ENGINEER)
DA TE: 9125 /2025
R. C.E. NO.: 92959 REG. EXP. DA TE: 12131 /2026
SOILS ENGINEER'S CERTIFICATE
I, TRENT CASILLAS , A REG/STEREO (CIVIL/GEOTECHNICAL ENGINEER OF THE
STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN tHE FIELD OF APPLIED SOILS MECHANICS,
HEREBY CERTIFY THAT A SAMPLING ANO STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS
SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE QA TES OF FEBRUARY , 20.21_
ANO MAY , 2021_. TWO COPIES OF THE SOILS REPORT COMP/LEO FROM THIS STUDY,
WITH MY RECOMMENOA TIONS, HAS BEEN SUBMITTED TO T.HE OFFICE OF THE CITY ENGINEER.
/~~
SIGNED: ------------
DA TE: SEPTEMBER 30, 2025
LICENSE NO. _8_8_8_2_9_R_C_E _____ _
OWNER'S CERTIFICATE
No. 88829
C/V\\_
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE
RETAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY ANO ADVISE ON THE COMPACTION ANO
STABILITY OF THIS SITE. I (WE) ALSO UNOERSTANO ANO ACKNOWLEDGE THAT f (WE) MUST:
(1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPs) OUR/NG CONSTRUCTION ACTIVITIES TO THE
MAXIMUM EXTENT PRACTICABLE TO AVOID THE MOB/LIZA TION OF POLLUTANTS SUCH AS
SEDIMENT ANO TO AVOID THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELATED
POLLUTANTS; AND
(2) ADHERE TO, AND AT ALL TIMES, COMPLY WIT.H THIS CITY APPROVED CONSTRUCTION SWPPP
THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE CONSTRUCTION
WORK IS COMPLETE AND SIGNED OFF BY THE CITY OF CARLSBAD.
IF THIS PROJECT/DEVELOPMENT IS SUBJECT TO A STATE-REGULATED SWPPP, f (WE) ALSO AGREE A
QUALIFIED SWPPP PRACTITIONER (QSP) HAS BEEN OR WILL BE RETAINED TO SUPERVISE
IMPLEMENTATION OF HE SWPPP IN ACCORDANCE WITH T.HE CALIFORNIA CONSTRUCTION ORDER ANO
MUNICIPAL PE EST, S/DN._
16" FOR AC PAVEMENT SECTION
1. QUANTITIES SHOWN ARE APPROXIMATE AND PROVIDED FOR PERMIT AND
BONDING PURPOSES ONLY.
2. UNLESS OTHERWISE INDICATED, NO ADJUSTMENTS FOR SHRINKAGE,
BULKING, OVEREXCAVATION, UTILITY TRENCHING, SHORING, FOOTINGS, OR
SPECIAL SOIL CONDITIONS ARE INCLUDED.
3. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR TO
BIDDING OR CONSTRUCTION.
4. REFER TO THE GEOTECHNICAL REPORT FOR OVEREXCAVATION
REQUIREMENTS, SHRINKAGE/BULKING FACTORS, AND OTHER SOIL
CONDITIONS.
5. FUSCOE ENGINEERING ASSUMES NO RESPONSIBILITY FOR VARIATIONS DUE
TO FIELD CONDITIONS OR FINAL DESIGN CHANGES.
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TEO BY AERIAL
PHOTOGRAPHY INFORMATION GA THEREO ON APRIL 12, 2016 BY GOLD COAST
SURVEYING, INC. AND UPDATED/VERIFIED WITH FIELD SURVEY DATA
COLLECTED ON FEBRUARY 3, 2021 BY HWL. TOPOGRAPHY SHOWN HEREON
CONFORMS TO NATIONAL MAP ACCURACY STANDARDS.
BENCH MARK
DESCRIPTION: PT. NO. 110 (CLSB-110) RECORD OF SURVEY NO. 17271
LOCATION: WELL MONUMENT STAMPED "CLSB-110 L.S. 6215" IN
NORTHEAST SHOULDER OF EL CAMINO REAL ±1/2 MILE
NORTHWEST OF CANNONROAO ANO ±50 FEET NORTHWEST
OF PAC-BELL MANHOLE
RECORDED: FEBRUARY 2. 2002
ELEVATION: 71.96 DA TUM: NGVD 29
HORIZONTAL COOROINA TES: N 68'02'46" W 2300.98' GRID
PT NO. 110 (CLSB-110): N 2000430.401 E 6238770.130
PT NO. 126 (CLSB-126): N 2001290.642 E 6236636.005
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WORK TO BE DONE
THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS ANO FILLS,
REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, ANO PREPARATION
OF AS-BUil T GRADING PLANS, AS-BUILT GEOLOGIC MAPS ANO REPORTS, ALL AS SHOWN OR
REQUIRED ON THIS SET OF PLANS ANO THE CITY STANDARDS, SPECIF/CATIONS,
REQUIREMENTS, RESOLUTIONS ANO 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 MUN/Cf PAL COOE
2. CITY OF CARLSBAD ENGINEERING STANDARDS
3. THIS SET OF PLANS
4. RESOLUTION NO. 2020-215 DATED NOV. 3, 2020
5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK).
6. SOILS REPORT ANO RECOMMENOA T/ONS BY NMG GEO TECHNICAL DATED 09/30/2025
7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS ANO AS MAY BE MODIFIED BY
THE CITY OF CARLSBAD STANDARDS.
8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DA TEO NOV. 3, 2020
9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED NOV. 3. 2020
10. STORM WATER POLLUTION PREVENTION PLAN PREPARED
CITY OF
"---"'-' SAN MARCOS
BY: WATERLOGGED STORMWATER COMPLIANCE DATED: 10/01/2025
W0/0 NO. 9 37C409946
PACIFIC
OCEAN
cosr. AVE
CITY OF ENCINITAS
INDEX OF SHEETS
1
2-4
5
TITLE SHEET, VICINITY MAP, NOTES, LEGEND
GRADING PLAN
UTILITY SHEET
REFERENCE DRAWINGS
OWG 529-9A, OWG 529-9, OWG 529-98
LEGAL DESCRIPTION
LOT 2 OF CITY OF CARLSBAD TRACT NO. 16-07, IN T.HE CITY OF
CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA.
ACCORDING TO MAP THEREOF NO. 16537, FILED IN THE OF,F/CE
OF THE COUNTY RECORDER OF SAN DIEGO COUNTY DECEMBER 18,
2022.
PROJECT ADDRESS
4901 EL CAMINO REAL
CARLSBAD, CA 92010
PROJECT LOCATION
THIS PROJECT IS LOCA TEO WITHIN ASSESSORS PARCEL NUMBER($)
207-102-02
THE CALIFORNIA COOROINA TE SYSTEM (CCS 27), OF THIS PROJECT
IS 358-167/(X)
DEVELOPER
NAME: ARETE VENTURE PARTNERS
ADDRESS: 5973 AVENIOA ENCINAS. SUITE 305
CITY, ST.: CARLSBAD, CA 92008
PHONE NO.: 503.213.0023
CONTACT: JEFF EDINGER
JEFF@ARETEVP. COM
EARTHWORK QUANTITIES
CUT: 22 CY
FILL: ___c12"--------CY
EXPOR~10 CY
REMEDIAL: 1 780 CY
TOTAL LOT AREA = 85,350 SF (1.9 AC)
TOTAL DISTURBED AREA = 50,350 SF (1.1 AC)
OWNER
AVP -MARJA ACRES LLC
ENTITY NO. 202461811661
FORMED IN CALIFORNIA
(THIS AREA INCLUDES BUT IS NOT LIM/TEO TO OFF-SITE WORK
INCLUDING PUBLIC IMPROVEMENTS ANO TEMPORARY DISTURBANCE
SUCH AS VEHICLE ANO EQUIPMENT STAGING AREAS, CONSTRUCTION
WORKER FOOT TRAF,F/C, SOIL/GRAVEL PILES, UTILITY TRENCHES,
BACKFILL CUTS, AND SLOPE KEYWA YS)
TOTAL PROPOSED IMPERVIOUS AREA = 44,860 SF (1.0 AC)
11. STORM WATER QUALITY MANAGEMENT PLAN PREPARED
BY HWL PLANNING & ENGINEERING LAST REVISION DA TEO: 2/5/25
12. CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCT/ON HANDBOOK AND
CAL TRANS CONSTRUCTION SITE BMP MANUAL.
LEGEND
DESCRIPTION DWG.NO. SYMBOL QUANTITY
... ----le-. SUBDIVISION BOUNDARY .....
RIGHT-OF-WAY LINE. ......... ----R/W-
CENT.ER LINE --,li_-.
LOT LINE ............................ . ........... ----If.-..
EASEMENT LINE.
FINISH FLOOR ELEVATION & PAO ELEVATION ..
6" CURB ONLY ...
6" CURB & GUTTER
... SORSO G-1'** ... .
....... SORSO G-2••• .... .
PCC RIBBON GUTTER .......... (SEE DETAIL SHEET 4)
FF 85.75
PAD 85.0 ======. 9fi;, LF
789 .. LF -------...... .169 .. LF
AC PAVING OF DRIVING SURFACE .. (4" AC OVER 12" BASE) .... I I ..... 23,200 .Sf
DECORATIVE PA VER ............ (SEE DETAIL SHEET 3) .I 1 1 1 1 1,l 290SF
PROPOSED CONCRETE HAROSCAPE .... h , . ~ : • 1 ~.260 SF.
PROPOSED CONCRETE PAVERS. 1:: ::: ::: ::: ::: :1 650 $F.
AREA/A TR/UM DRAIN W/RISER .. (SE;E; QE;T,._!L. SHEE.T .2) .. ...... ·•·
18" X 18" INLET. .......................... BROOKS BOX ... [Iii]
Jf;A
........ J.£A
............. 4.JO. LF
. . 2QO SF
......... 2.40. SF
PROPOSED PVC PR/VA TE STORM DRAIN ..
GRAVITY RETA/NG WALL ........... SORSO C-9 .. .
CMU RETA/NG WALL ... SOR SD. C-,3 .... --------
DRAINAGE SWALE (1% MINIMUM) .. . . . . . . . . :+--• --E---- • -E---•• --: ....
AMERICAN DISABILITY ACT PA TH ... ..
PROPOSED PR/VA T.E PVC WATER MAIN ... (SIZE PER PLAN)
PROPOSED PVC FIRE WATER MAIN ... (PER SEPARATE PERMIT) ..
---w--. J/$5 LF --rs--. . J.l!fi. /_f
PROPOSED FIRE HYDRANT ASSEMBLY (PER SEPARATE PERMIT) . . . -FS----0--------f .. 38!i. Lf
PROPOSED SEWER MAIN..... . .•S-5 ---S--. 550 Lf
PROPOSED SEWER MANHOLE (PR/VA TE) . . ....... *Sc-: 1. .
PROPOSED GREASE INTERCEPTOR (PR/VA TE)
PROPOSED 6" SEWER SERVICE LATERAL (PRIVATE) ... *S.,-.7 ...
PROPOSED PEDESTRIAN RAMP. . ... SORSD G-31 .
PROPOSED PEDESTRIAN RAMP. . .. SORSO G-27 .
. ... 2 . .EA
J .EA
..... -----@ ............... J.EA
. i:231 lf;A
........ £:1\. 2 f;A
ALL STANDARD DRAWINGS ARE SAN DIEGO REGIONAL STANDARD DRAWINGS (SORSD)
UNLESS NOTED OTHERWISE:
*CITY OF CARLSBAD STANDARD
•• CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWING
••• SORSO AS MODIFIED BY CITY OF CARLSBAD
NOTE
CONTRACTOR TO VERIFY THE EXACT LOCATION
OF EXISTING UTILITIES IN THE FIELD PRIOR TO
CONSTRUCTION.
NOTE!!
ELECTRONIC DA TA FILES ARE FOR REFERENCE
ONLY ARE NOT TO BE USED FOR HORIZONTAL
OR VERTICAL SURVEY CONTROL.
below.
Call before you dig.
POST-CONSTRUCTION BMP TABLE
SEE DlrG 529-9A RCE __ _ EXP, ___ _ DATE
STORM WATER REQUIREMENTS THAT APPLY: EXEMPT FROM
TRASH CAPTURE?
EXEMPT FROM
HYOROMOOIFICA TION? REVIE'wED BY• D STANDARD STORMWATER REQUIREMENTS
[ZJ PRIORITY PROJECT REQUIREMENTS
DYES D NO
□ YES
[ZJ NO
1----+-----+-----------------+---+-----+l------+---I I SH~ET I
GRADING
INSPECTOR DATE
CITY OF
ENGINEERING
CARLS BAI I SHEETS I
DEPARTMENT S
PLANS FOR:
MARJA ACRES
GR 2025-0019 TITLE SHEET
APPROVED: TIMOTHY 0. CARROLL
PRINCIPAL ENGINEER RCE 553B1 EXPIRES 12/31 /26 DATE
27. ALL SLOPES SHALL BE /RR/GA TEO, STABILIZED, PLANTED ANO/OR HYDROSEEOEO
WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS
SHOWN ON THE APPROVED GRADING PLANS.
♦: :♦ ~ ENGINEERING
GRES LLC DATE
BY: JAEMIN G. BLACKWELDER R.C.E.# 92959 EXP.12/31/26
FUSCO£ ENGINEERING 6390 GREENWICH OR., STE. 170
SAN DIEGO CA 92122 (858) 554-1500
DATE INITIAL
ENGINEER OF WORK
F:\PR0JECTS\4202\PLANS\GRADING\C0M PG-01 TS.DWG (11-07-2025 1 :05:37PM) Plotted by: JBlockwelder
DATE INITIAL DATE INITIAL CHKD BY: __ _
REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: __ _
PROJECT NO.
CT-16-07
DRAWING NO.
529-9D
TC
TC
Docusign Envelope ID: 808F1A7C-98CF-402C-87CE-E327CAD9D17C
12/31/2025
USPS
11
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R
fuscoe.com858.554.1500
6390 Greenwich Dr, Suite 170
San Diego, Ca 92122
fuscoe.com858.554.1500
6390 Greenwich Dr, Suite 170
San Diego, Ca 92122
4"/6" LANDSCAPE ATRIUM DRAIN (PVT)
4"/6" HARDSCAPE AREA DRAIN (PVT)
@CONSTRUCT TYPE B CURB RAMP PER SDRSD G-27
@ ACCESSIBLE ADA ROUTE OF TRAVEL
@ CONSTRUCT CONCRETE SIDEWALK PER SDRSD G-7
@CONSTRUCT 6" CURB ONLY PER SDRSD G-1
@CONSTRUCT 6" CURB & GUTTER PER SDRSD G-2
@ CONSTRUCT 1 B"x/ a· BROOKS BOX
@) CONSTRUCT TRUNCATED DOMES PER SDRSD G-30
@CMU RETAINING WALL PER RSD C-3 WITH SAFETY FENCE PER
DETAIL ON SHEET 3
@)CONSTRUCT WALL PER RSD C-9 TYPE A (MODIFIED) WITH
RAILING PER DETAIL ON SHEET 2, POUR MONOLITH/CALLY WITH
ADJACENT HARDSCAPE
@)PAVERS PER GEOTECHNICAL RECOMMENDATIONS AND DETAIL ON
THIS SHEET
@)POINT OF CONNECTION TO DOWNSPOUT PER DETAIL ON SHEET 4
@CONSTRUCT SIDEWALK UNDERDRA/N PIPE PER SDRSD D-27
@CONSTRUCT CONCRETE BAND PER PAVER DETAIL ON SHEET 2
@ADA COMPLIANT TREE GRATE PER SOUTHBAY FOUNDRY SLC STYLE
OR APPROVED EQUAL
below.
Call before you dig.
NOTE
CONTRACTOR TO VERIFY THE EXACT LOCA T/ON OF
EXISTING UTILITIES IN THE FIELD PRIOR TO
CONSTRUCTION.
NOTE!!
ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY
ARE NOT TO BE USED FOR HORIZONTAL OR
VERTICAL SURVEY CONTROL.
DATE: 11/5/2025 ~ FILE NAME: F: \Projects\4202\Plans\Groding\COM PG-02-04-gp.dwg
--RW---... • '<Y -----Rw---.:..·
-----Rw--_ --RW--"-
C28
C31 =90"20'44" 2.0' 3.15' 6" TYPE G-1 CURB
C53 =90"18'05" 5.0' 7.88' 6" TYPE G-1 CURB
C57 =89"23'53" 2.0' 3.12' 6" TYPE G-1 CURB
L77 S84"06'51"E 72.00' 6" TYPE G-2 C&G
L78 N5'53'08"E 17.00' 6" TYPE G-1 CURB
L79 S83"46'07"E 19.25' 6" TYPE G-1 CURB
L80 N6"07'10"E 31.28' 6" TYPE G-1 CURB
L82 S38"52'51"E 5.29' 6" TYPE G-1 CURB
L83 N51 "07'07"E 5.29' 6" TYPE G-1 CURB
NOTES
1 LANDSCAPE PLAN FOR ALL SIDEWALKS, STOOPS, ENTRIES & FENCES.
2 SEE DRY UTILITY PLAN FOR LOCATION OF ALL DRY UTILITIES.
3 SEE LIGHTING PLAN BY ELECTRICAL ENGINEER FOR ALL LIGHTING.
EXISTING
KEYSTONE WALL
PER DWG. 529-9A
EX. GROUND ~
P/L
• ~-/
VARIES
VARIES
VARIES z
w n_
:s n_
0 ct:: _J w s CL
~
,----EXISTING
DRAINAGE DITCH
PER DWG. 529-9A
SECTIONA-1
SCALE: 1"= 10'
4.5'
1~
TC FL PER PLAN
kQ7o
PROPOSED 0 PARKING LOT
..._____ EX 24" HDPE SD
PER DWG. 529-9A
-
i•-, ~~~ 9/29f:5 BY: JAEMIN~~ 92959.12/Jl/26
F/JSCOC ENG/NffRING 6390 GRrEN CH DR., S7E". 170
SAN DIEGO CA 92122 (858) 554-1500
12"
~
FS ELEVATION
PER PLAN
PAVER DETAIL
♦: :♦ ~ l!NGINl!l!RING
CONCRETE PAYERS
(DUBLIN COBBLE IN COLOR
TOSCANA BY BELGARD OR EQUAL)
1% MIN
69.80 TC
69.30 FS
54 53 ~
J0.39 TC
69.89 FS __ -~· I =
70.25 TC
69.75 FS
70.13 TC
69.63 FS
C28
15
70.67 TC
70.17 FS
-(
69.E
69.c
RAILING POST MFR. BY
AMERICAN TUBE RAILINGS
TECH, INC (OR EQUIV.)
NON METALLIC
NON SHRINK GROUT
TOP OF FINISHED
CONCRETE SLAB
~-L--,,~ PREFORMED OR CORE
DRILLED POST HOLE
EMBEDDED POST PROTECTED
WITH CATALYlED POLYURETHANE
2.5" MIN
POST DIAM. + 1"
~--r-EXTERIOR RAILING (SEE LANDSCAPE) I
~ ~ 'f;';'"
..... [) s;;_:_..,"----SEE DETAIL ABOVE
SAFETY RAILING DETAIL
4" ATRIUM GRATE NDS 75 OR
6 ATRIUM GRATE NDS #80,
SIZE PER PLAN, COLOR: BLACK
(UTILIZE IN LANDSCAPE AREAS ONLY)
FINISH GRADE
TOP OF GRATE
(TG) ELEV PER PLAN
SURFACE FINISH & COLOR
PER LANDSCAPE PLAN
RISER SIZE E UALS
LARGEST PIPE SIZE
FLOW LINE ELEV
PER PLAN
WYE CONNECTION
SLOPE PER PLAN
PVC PIPE -SIZE PER PLAN
!Iii) LEGEND ON PLANS
SCALE= NTS
FINISH SURFACE
TG PER PLAN
6"X6" GRATE PER \
NOTE 3
1.0% MIN 1.0% MIN
' 7 NDS LOW PROFILE
: I l~DAPTER AS REQUIRED TIE INTO MAIN DRAIN LINE
USE 45" ELLS, 90" SWEEP
ELLS OR 45' WYES (GLUE
I I 4" DRAIN LINE -
I I I SEE NOTE 1
FITTING TO PIPE)
NOTES:
I I 6"x4" REDUCER AND 4"
DRAIN LINE -SEE NOTE 2
1. USE A 6" LINE IF MAIN DRAIN LINE IS 6" OR
LARGER IN SIZE.
2. USE A REDUCER AND A 4" LINE IF MAIN
DRAIN LINE IS 4" IN DIA.
3. NDS 1230B SQUARE SOLID BRASS GRATE FOR PAVED AREAS. GRATES
SHALL COMPLY WITH 2016 CALIFORNIA BUILDING CODE (CBC)
11 B-302.3
4. GRATES SHALL BE SECURED IN PLACE BY BOLTS OR
SCREWS PER MANUFACTURE'S RECOMMENDATIONS.
!Iii) LEGEND ON PLANS
SCALE= NTS
"AS BU IL T"
RCE __ _ EXP. ___ _ DATE
SCALE: 1" = 1 O' REVIEWED BY:
1---1 -~ 1--1 10 5 0 10 20 30 INSPECTOR DATE
1----+--+----------------t-------t-----i------i--, I SH~ET I CITY OF CAR LS BAD I SH~ETS I
ENGINEERING DEPARTMENT ~------------~
GRADING PLANS FOR
MARJA ACRES
1---+---1-------------------+---+---t---1-------i :=G=R=2=02=5=-=D=D=1=9====G=R=A=D=l=NG=P=L=A=N==============~
APPROVED: TIMOTHY 0. CARROLL
DATE INITIAL DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
PRINCIPAL ENGINEER
CHKD BY: ---
RVWD BY: __ _
RCE 55381 EXPIRES 12/31 /26 DATE
PROJECT NO.
CT-16-07
DRAWING NO.
529-9D
TC
TC
Docusign Envelope ID: 808F1A7C-98CF-402C-87CE-E327CAD9D17C
12/31/2025
12
+
0
0
12
+
9
2
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fuscoe.com858.554.1500
6390 Greenwich Dr, Suite 170
San Diego, Ca 92122
fuscoe.com858.554.1500
6390 Greenwich Dr, Suite 170
San Diego, Ca 92122
DECORATIVE PAVEMENT SECTION
CONCRETE BAND DETAIL
AC PAVING PER PLAN
12"X24" CONCRETE BAND
#4 REBAR TOP & BOTTOM
CONTINUOUS 18" LAP MIN.
PA VERS PER\
DETAIL BELOW \
J /--;~/_/ T.-· /7.r ~.T,"'<:""x~-~
· "·. " • .:,, "-~r-~, -~, · l[lll_n_
-~t.2~(2~(2~(2~(2~(2~(2~-0 -Tr lT=--
,r:,rr 11711~1 ;11~1-11-11J 11-11-_,'
SCALE= NTS
SAND AND SEALED
ADJACENT CURB AND
GUTTER PER PLAN
OPEN GRADED BASE:
' ' ' ._..--· . • '
rt) 55,69 FS
GUTTER PER PLAN
80MM THICK PRECAST
CONCRETE PAVER
. • • • d
' 0,
I .83
0 111i'1111i!1·
10
J,1'11
111
1111'11111'11
111
1
= I= = = I Ill 11,-m111
11,' 1111'1111111 I i'11111111111jjj_,,.
I 111 11 111=11' LEVELING BASE· ,,,_ " .
ASTM #8 GRADATION
"->-
"'·f'.'t!:;:-... .30 IC b~-~-
TOP OF SLOPE
TW FS
---------1/. -
---__:"'::--,.... .-· ---68.00 FG
64.28 TF
69.50 FG
----.-~ __ HEADWALL AND RIP RAP -
" -PER DWG NO 529-9A -
-
' --\
.J
I
"\
-{
-J
I ·1 -
PER ROUGH GRADE PLAN
• DWG. NO. 529-9A
69.67 FS
®69.6
. 64.
67.30 FG
(J) CONSTRUCT TYPE D-3 CURB RAMP PER SDRSD G-31
@ACCESSIBLE ADA ROUTE OF TRAVEL
@CONSTRUCT RIBBON GUTTER PER DETAIL SHEET 4
@ CONSTRUCT TRASH ENCLOSURE PER CARLSBAD
BUILDING DEPARTMENT PERMIT (SEE FORM B-76)
SEE SHEET2
BLDG A
FF=69.67
PAD 69.0
CONSTRUCT/ON NOTES:
69 67 F
~6 .67 FS
\fc!/ 69. 02 IE
61
@CONSTRUCT 6" CURB ONLY PER SDRSD G-1
@CONSTRUCT 6" CURB & GUTTER PER SDRSD G-2
@SEWER MANHOLE PER CARLSBAD STD DWG S-1
@)IRRIGATION SUB-METER, SEE LANDSCAPE PLANS
@CONSTRUCT TRUNCATED DOMES PER SDRSD G-30
M X.
I
I ,
6
'<I'
oo I _J
69.50 TC
69.00 FS
1.5%
59
01
BIORETENTION BASIN 7
PER ROUGH GRADE PLAN
PER DWG. NO. 529-9A
CLASS 2 AGGREGATE
18" THICK LAYER
1" THICK LAYER
NON-WOVEN GEO-TEXTILE FABRIC
PER AASHTO M288
@CONSTRUCT CONCRETE STEPS WITH PROTECTIVE RAILING PER @CMU RETAINING WALL PER RSD C-3 WITH SAFETY FENCE
(19" IF USING 70MM PAYERS) OR APPROVED EQUAL
below.
SCALE= NTS
NOTE
CONTRACTOR TO VERIFY THE EXACT LOCATION OF
EXISTING UTILITIES IN THE FIELD PRIOR TO
CONSTRUCTION.
NOTE!!
ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY
ARE NOT TO BE USED FOR HORIZONTAL OR
VERTICAL SURVEY CONTROL.
NOTES
SDRSD M-26 AND M-24
@CONSTRUCT CONCRETE SIDEWALK PER SDRSD G-7
@CONSTRUCT 4" AC PAVEMENT OVER 12" BASE COURSE
@CONSTRUCT DECORATIVE PAVEMENT & CONCRETE BAND
PER DETAIL SHEET 3
@GREASE INTERCEPTOR.
SCHIER MODEL GB-75 OR APPROVED EQUAL.
1 LANDSCAPE PLAN FOR ALL SIDEWALKS, STOOPS, ENTRIES & FENCES.
2 SEE DRY UTILITY PLAN FOR LOCATION OF ALL DRY UTILITIES.
3 SEE LIGHTING PLAN BY ELECTRICAL ENGINEER FOR ALL LIGHTING.
PER DETAIL ON SHEET 3
@)POINT OF CONNECTION TO DOWNSPOUT PER DETAIL 1 ON SHEET 4
@CONSTRUCT SIDEWALK UNDERDRAIN PIPE PER SDRSD D-27
@CONSTRUCT 6" CONCRETE OVER 4" BASE AT TRASH ENCLOSURE
PER GEO TECHNICAL RECOMMENDATIONS
@ADA COMPLIANT TREE GRATE PER SOUTHBA Y FOUNDRY SLC STYLE OR APPROVED EQUAL
i...... ~ 9/29f:j8i5 Sr: JAEMIN ~~ 92959.12/31/26
FUSCO£ ENGINEERING 6390 GREEN CH DR.. 51E:. 170
~
♦: :♦ ~ ENGINEERING
(fJ
F·:59,94 TC
69.44 FL
54 I 53
J0.39 TC
89 FS I -
69.98 TC
69.48 FL
, C24
i: --,,:
. ~eft"P---s
70.17 FS
. .• go F 9 8
\ • ' 6 • 1£ _\c--,o,,._-G ., ' 57.80
g, ~ \
r-fl'lr1" ---•• • @ 2% s -" \ -
----
__.....,8,=-0 szg-96
-~E E D WG
SAFETY FENCE PER
DETAIL ON SHEET 3
67.30 FG
63.o'S°-FG -:;·.
~-=· ~-=,~=--=-=1
/ /
SECTIOND-0
SCALE: 1" = 10'
PROPOSED
BUILDING
69.67 FF
L.....-:::---CMU RETAINING WALL
PER RSD C-03
69.60 TW
64.26 TF
i ~
1 0 5 0
-_,·_;:-_-t--__:---
<'\
""7Q.94 TC
70.44 FS
RAILING PER
DETAIL
SHEET 2
1-#4 BAR EACH
SIDE OF POST
CMU WALL
PER PLAN
SAFETY FENCE
NTS
SCALE: 1" 1 o·
i i
1 0 20
~ I-
...
CJ CURB DATA (PR/VA TE)
NO. DELTA/BRG RADIUS LENGTH REMARKS
C19 =90"00'00" 2.0' 3.14' 6" TYPE G-1 CURB
C20 =97"24'46" 2.0' 3.40' 6" TYPE G-1 CURB
C21 =90"00'00" 2.0' 3.14' 6" TYPE G-1 CURB
C22 =90"00'00" 2.0' 3.14' 6" TYPE G-1 CURB
C23 =63"48'44" 2.0' 2.23' 6" TYPE G-1 CURB
C24 =73"33'50" 2.0' 2.57' 6" TYPE G-1 CURB
C25 =89"57'21" 2.0' 3.14' 6" TYPE G-1 CURB
C34 =90"00'00" 2.0' 3.14' 6" TYPE G-1 CURB
C35 =77"30'45" 5.0' 6.76' 6" TYPE G-2 C&G
C36 =82"34'41" 2.0' 2.88' 6" TYPE G-2 C&G
C37 =89"59'50" 2.0' 3.14' 6" TYPE G-2 C&G
C51 =89"05'45" 2.0' 3.13' 6" TYPE G-2 C&G
C52 =97"27'16" 5.0' 8.50' 6" TYPE G-2 C&G
C58 =97"13'15" 1.5' 2.55' 6" TYPE G-1 CURB
L47 S76"13'08"W 59.43' 6" TYPE G-1 CURB
L48 N13"46'52"W 17.00' 6" TYPE G-1 CURB
L49 S31 "13'08"W 5.00' 6" TYPE G-1 CURB
L50 N58"46'52"W 5.00' 6" TYPE G-1 CURB
L51 S13"47"20"E 16.87' 6" TYPE G-1 CURB
L52 S83"37'54"W 3.80' 6" TYPE G-1 CURB
L53 N6"22'06'"W 17.00' 6" TYPE G-1 CURB
L54 N38"37'54"E 5.00' 6" TYPE G-1 CURB
L55 S51 "22'06"E 5.00' 6" TYPE G-1 CURB
L56 N6"22'06'"W 17.00' 6" TYPE G-1 CURB
L58 N83"30'29"E 5.52' 6" TYPE G-1 CURB
L62 S88"42'33"W 1.85' 6" TYPE G-1 CURB
L84 N6"07'08"E 14.26' 6" TYPE G-1 CURB
L85 N83"52'50"W 17.01' 6" TYPE G-1 CURB
L86 N6"07'09"E 4.88' 6" TYPE G-2 C&G
L87 N83"37'54"E 49.36' 6" TYPE G-2 C&G
L88 S13"46"52"E 13.00' 6" TYPE G-1 CURB
L90 N76"13'08"E 25.50' 6" TYPE G-1 CURB
L91 N13"46'52"W 13.00' 6" TYPE G-1 CURB
L92 N76"13'08"E 61.43' 6" TYPE G-2 C&G
L129 S88"39'50"W 1.08' 6" TYPE G-2 C&G
L130 N6"07'09"E 22.73' 6" TYPE G-1 CURB
L138 S0"52'59"E 12.88' 6" TYPE G-1 CURB
L139 S1 "20'07"E 17.00' 6" TYPE G-1 CURB
L140 N76"1 O' 48"E 25.26' 6" TYPE G-2 C&G
L147 S1"20'07"E 4.00' 6" TYPE G-1 CURB
L148 S88"39'53"W 7.34' 6" TYPE G-1 CURB
L149 N5"53'09"E 11.65' 6" TYPE G-1 CURB
L150 N13"18'29"E 2.45' 6" TYPE G-1 CURB
L151 N5"26'1 O"E 13.12' 6" TYPE G-1 CURB
"AS BU IL T"
i RCE EXP. DATE
30
REVIEWED BY:
INSPECTOR DATE
I SH~ET I CITY OF CARLSBAD I SHE5ETS I
ENGINEERING DEPARTMENT
GRADING PLANS FOR:
MARJA ACRES
GR 2025-0019 GRADING PLAN
APPROVED: TIMOTHY 0. CARROLL
PRINCIPAL ENGINEER RCE 55381 EXPIRES 12/31 /26 DAlI
PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY:
Call before you dig. SAN DIEGO CA 92122 (858) 554-1500 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY:
I CT-16-07 I
529-9D
DATE: 11/5/2025 ~ FILE NAME: F: \Projects\4202\Plans\Groding\COM PG-02-04-gp.dwg
TC
TC
Docusign Envelope ID: 808F1A7C-98CF-402C-87CE-E327CAD9D17C
12/31/2025
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Know what's
R
fuscoe.com858.554.1500
6390 Greenwich Dr, Suite 170
San Diego, Ca 92122
NOTES:
fuscoe.com858.554.1500
6390 Greenwich Dr, Suite 170
San Diego, Ca 92122
TYP. SECTION
RIBBON GUTTER
DOWNSPOUT DETAIL
3.0'
1 BROW DITCH PER
AC/BAS[-----.._,-... 1.5' 3/8" TYP.l
1/2"
~-AC/BASE
]"..,..., Q -..., Iii Q _ L'='67B.42' owe. NO. 529 9A
-• -----, - -~ i.; i;;; -i.J. R""1613.oo· ---• ------.... l..i_ ~-D-232~•
CONCRETE SHAL~
BE 560-C-3250
d
NOT TO SCALE
CJ CURB DATA (PRIVATE)
NO. DELTA/BRG RADIUS LENGTH
C26 =89"44'18" 2.0' 3.13' 5"
C27 =97"28'57" 2.0' 3.40' 6"
C29 =90"00'00" 2.0' 3.14' 6"
C30 =90"00'00" 2.0' 3.14' 6"
C54 =82"31'03" 5.0' 7.20' 6"
C55 =90"15'42" 5.0' 7.88' 5"
C56 =89"59'40" 2.0' 3.14' 6"
L63 N43"39'53"E 5.00' 6"
L64 S46"20'07"E 5.00' 6"
L65 N43"39'53"E 5.00' 6"
L66 S46"20'07"E 5.00' 6"
L67 S1 '20'07"E 18.46' 6"
L68 S88'24'12"W 18.08' 6"
L69 S1 '35'49"E 63.01' 6"
L70 N88'24'12"E 18.45' 6"
L72 S5"53'09"W 19.04' 6"
L73 S84'06'51"E 72.00' 6"
L74 N5'53'09"E 17.00' 6"
L75 S84'06'51"E 3.00' 6"
L76 S5"53'09"W 17.00' 6"
L131 S84'06'51 "E 79.40' 6"
L132 S1 '35'48"E 10.04' 6"
L133 S88'39'53"W 0.56' 6"
L134 N1 "20'07"W 13.00' 6"
L135 S88'39'53"W 17.00' 6"
L136 N1'20'07"W 4.00' 6"
L137 S88'39'53"W 53.50' 6"
-~-#3 BARS@ 12"
O.C. EACH WAY
REMARKS
TYPE G-1 CURB
TYPE G-1 CURB
TYPE G-1 CURB
TYPE G-1 CURB
TYPE G-1 CURB
TYPE G-1 CURB
TYPE G-2 C&G
TYPE G-1 CURB
TYPE G-1 CURB
TYPE G-1 CURB
TYPE G-1 CURB
TYPE G-1 CURB
TYPE G-1 CURB
TYPE G-1 CURB
TYPE G-1 CURB
TYPE G-1 CURB
TYPE G-2 C&G
TYPE G-1 CURB
TYPE G-1 CURB
TYPE G-1 CURB
TYPE G-1 CURB
TYPE G-1 CURB
TYPE G-2 C&G
TYPE G-1 CURB
TYPE G-1 CURB
TYPE G-1 CURB
TYPE G-1 CURB
I ----. --• ----~i.i •• , ' ------• ----......... ,' ---·JI ---... ------~---------·~
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KEYSTONE RETAINING WALL
PER owe. NO. 529 9A
----'-----.;Jf-'::
28
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72.62'"5
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...........
EXISTING
KEYSTONE WALL
PER DWG. 529-9A
P/L
VARIES
2'
e· '\
w
D.. g s
SAFETY RAILING PER
DETAIL ON SHEET 6
TC FL PER PLAN
PROPOSED -¼ ~ PARKING LOT
EX 24" HDPE SD
PER DWG. 529-9A
EX. GROUND
2.0%
"---EXISTING di DRAINAGE DITCH
PER DWG. 529-9A
WALL PER RSD C-9 TYPE A
(MODIFIED) POUR MONOLITHICALLY
WITH ADJACENT HARDSCAPE -
SECT/ONA-2
SCALE: 1" = 10'
CONSTRUCTION NOTES:
@CONSTRUCT TYPE B CURB RAMP PER SDRSD G-27
@ACCESSIBLE ADA ROUTE OF TRAVEL
@CONSTRUCT RIBBON GUTTER PER DETAIL SHEET 4
@CONSTRUCT CONCRETE SIDEWALK PER SDRSD G-7
@CONSTRUCT 4" AC PAVEMENT OVER 12" BASE COURSE
@CONSTRUCT 6" CURB ONLY PER SDRSD G-1
@CONSTRUCT 6" CURB & GUTTER PER SDRSD G-2
@SEWER MANHOLE P[R CARLSBAD sm owe S-1
@CONSTRUCT FIRE HYDRANT ASSEMBLY PER CALSBAD STD owe W-12
@CONSTRUCT TRUNCATED DOMES PER SDRSD G-30
@CONSTRUCT WALL PER RSD C-9 TYPE A (MODIFIED) WITH
RAILING PER DETAIL ON SHEET 3, POUR MONOLITH/CALLY
WITH ADJACENT HARDSCAPE
@)POINT OF CONNECTION TO DOWNSPOUT PER DETAIL ON SHEET 4
@CONSTRUCT SIDEWALK UNDERDRAIN PIP[ PER SDRSD 0-27
BLDG.
FACE
~--DOWNSPOUT PER ARCH'S PLAN
DOWNSPOUT EXTENSION ATTACHED
WITH ( 1) SCREW EACH SIDE
NOS DOWN SPOUT ADAPTER
OR APPROVED EQUAL
FINISH GRADE
4" SOR 35 RISER (LENGTH VARIES)
4" SOR 35 DRAIN PIPE
4" ABS 45" ELL-TYP. (2) PLACES
OR USE ( 1) 90' SWEEP ELL
4" SDR35 DRAIN PIPE (TYP.)
1. 1. ALL FITTINGS BY: NATIONAL DIVERSIFIED SALES, INC. (OR EQUAL)
2550 AZURITE CIRCLE NEWBURY PARK, CA. 91320
2. DO NOT GLUE GRATE OR RISER TO PIPE
3. GLUE "I.P.S. WELD ON" #773 SOLVENT (MEDIUM BODIED, FAST SET)
FOR ABS PIPE THRU 6"
4. ALL ROOF DRAIN TO BE CONNECTED TO AREA DRAIN SYSTEM
(UNLESS OTHERWISE NOTED)
NOT TO SCALE
SCALE: 1" = 1 o·
1~~ 1--1 10 5 0 10 20
"AS BU IL T"
RCE __ _ EXP. ___ _ DATE
30
I I I / '\ / '\,, / , 75.80 FL
_ ..J...1l+-1i-------l~f--------GE1'1ERAL PLAN--VESIGNATION: (GC) 821-------__j...!..._ __ ~"----------------1 82f-------/,-'----_,_...._-------t-----
REVIEWED BY:
below.
Call before you dig.
NOTE
CONTRACTOR TO VERIFY THE EXACT LOCATION OF
EXISTING UTILITIES IN THE FIELD PRIOR TO
CONSTRUCTION.
NOTE!!
ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY
ARE NOT TO BE USED FOR HORIZONTAL OR
VERTICAL SURVEY CONTROL.
DATE: 10/29/2025 ~ FILE NAME: F: \Projects\4202\Plons\Grading\COM PG-02-04-gp.dwg
II =->7, GENERAL PLAN DESIGNATION: (R 15) SEE DWG 529-9B
NOTES
1 LANDSCAPE PLAN FOR ALL SIDEWALKS, STOOPS, ENTRIES & FENCES.
2 SEE DRY UTILITY PLAN FOR LOCATION OF ALL DRY UTILITIES.
3 SEE LIGHTING PLAN BY ELECTRICAL ENGINEER FOR ALL LIGHTING.
~
♦: :t ~ ENGINEERING
DATE INITIAL DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
INSPECTOR DATE
I SH~ET I CITY OF CARLSBAD I SH~ETS I
ENGINEERING DEPARTMENT
GRADING PLANS FOR:
MARJA ACRES
GR 2025-0019 GRADING PLAN
APPROVED:
PRINCIPAL ENGINEER
CHKD BY: __ _
RVWD BY:
TIMOTHY 0. CARROLL
RCE 55381 EXPIRES 12/31 /26 DATE
PROJECT NO.
CT-16-07
DRAWING NO.
529-9D
TC
TC
Docusign Envelope ID: 808F1A7C-98CF-402C-87CE-E327CAD9D17C
12/31/2025
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858.554.1500
6390 Greenwich Dr, Suite 170
San Diego, Ca 92122 fuscoe.com
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10+00 11+00 12+00
PROFILE-SEWER MAIN 9 & WATER (PRIVATE)
SCALE: HORIZ.1 "=20'
VERT. 1"=4'
6" SEWER LATERAL W £ND CAP
SEE PLUMBING PLANS FOR CONTINUATION
6" SEWER LATERAL W ND CAP BLDG A
SEE PLUMBING PLANS FOR CONTINUATION
,~~~,;' 4 ff@'i r ·1:/?J> PERMIT ••• "'· .... j ..... . .. ....... · ...
:. ·r ·./T {Fili/{ %·1
,' ··::< 10+27.18 • :·::.:
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• . . '
TRENCH RESURFACING PER GS-25
NOTE
CONTRACTOR TO VERIFY THE EXACT LOCATION OF
EXISTING UTILITIES IN THE FIELD PRIOR TO
CONSTRUCTION.
NOTE!!
ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY
ARE NOT TO BE USED FOR HORIZONTAL OR
below. VERTICAL suRVEY coNTRoL.
Call before you dig.------------
DATE: 11/5/2025 ~ FILE NAME: F: \Projects\4202\Plans\Grading\COM PG-05-ul.dwg
NOTES
1 LANDSCAPE PLAN FOR ALL SIDEWALKS, STOOPS, ENTRIES & FENCES.
2 SEE DRY UTILITY PLAN FOR LOCATION OF ALL DRY UTILITIES.
3 SEE LIGHTING PLAN BY ELECTRICAL ENGINEER FOR ALL LIGHTING.
--:s.-~_ee-.,,.., .'. "'ir~--C-·..21,;~ ""=
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6" SEWER LA TERAL
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13+00
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6" SEWER LATERAL W £ND CAP
SEE PLUMBING PLANS FOR CONTINUATION
SCALE: 1" 20·
r-1 --<~ 1--1 20 10 0 20 40 60
~ ♦: :♦ ~ ENGINEERING
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
0 WATER DATA (PR/VA TE)
NO. DELTA/BRG RADIUS LENGTH REMARKS
9 N76'22'30"E 126.60' 4" PVC, C-900
10 N83'37'54 "E 55.38' 4" PVC, C-900
11 NBB'39'53"E 126.01' 4" PVC, C-900
12 S20'21'46"W 16.25' 4" PVC, C-900
13 S24 '38'14"E 209.85' 4" PVC, C-900
26 fl=7i5'23" 202.00' 25.58' 4" PVC, C-900
27 fl=5"01 '59" 490.00' 43.04' 4" PVC, C-900
70 S11'24'36"E 3.10' 2• COPPER, TYPE K
71 N78"35'24 "E 30.49' 2• COPPER, TYPE K
72 N31'22'30"E 2.72' 2• COPPER, TYPE K
73 N75'52'JO"E 15.02' 2" COPPER, TYPE K
74 N14'07'30"W 5.62' 4" PVC, C-900
◊ SEWER DATA (PRIVATE)
NO. LENGTH DELTA/BRG RADIUS REMARKS
36 163.24' N76'22'30"E 8" PVC, SDR-35
37 66.98' N83'37'54"E B" PVC, SDR-35
38 BB. 73' NBB'39'53"E B" PVC, SDR-35
39 43.92' fl=5'01'59" 500.00' 6" PVC, SDR-35
40 19.38' N05'13'37"W B" PVC, SDR-35
41 162.84' S24'38'14"E B" PVC, SDR-35
CONSTRUCTION NOTES:
@ SEWER MAIN CLEANOUT PER CARLSBAD STD DWG S-6
@) SEWER MANHOLE PER CARLSBAD STD DWG S-1.
@ GREASE INTERCEPTOR AND SEWER LATERAL PER PLUMBING
PLANS BY SEPARATE PERMIT SHOWN FOR REFERENCE ONLY.
SCHIER MODEL GB-250 OR APPROVED EQUAL.
@ INSTALL BYPASS TEE FOR RECYCLED WATER TESTING PER W-35
PRIVATE WATER RESTRAINT JOINT NOTE:
Q INSTALL RESTRAINT JOINT PER LENGTHS BELOW· ~ 1. 4"X4''X4" TEE = 1' ALONG BRANCH, 8' ALONG RUN
2. 4•xgo· BEND = 9.0' (BOTH SIDES)
3. 4"X45' BEND = 4.0' (BOTH SIDES)
4. 4"X22.5' BEND = 2.0' (BOTH SIDES)
5. 4"x11.25' BEND = 1.0' (BOTH SIDES)
6. 4" DIP SECTION = 11.0' UPPER BEND (BOTH SIDES),
4.0' LOWER BEND (BOTH SIDES)
"AS BUILT"
RCE __ _ EXP. ___ _
REVIEWED BY:
INSPECTOR
I SH~ET I CITY OF CARLSBAD
ENGINEERING DEPARTMENT
GRADING PLANS FOR:
MARJA ACRES
GR 2025-0019 PRIVATE SEWER & WATER PLAN
APPROVED: TIMOTHY 0.
DATE
DATE
I SH~ETS I
CARROLL
PRINCIPAL ENGINEER RCE 55381 EXPIRES 12/31 /26 DATE
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
CHKD BY: __ _
RVWD BY:
PROJECT NO.
CT-16-07
DRAWING NO.
529-90
TC
TC
Docusign Envelope ID: 808F1A7C-98CF-402C-87CE-E327CAD9D17C
12/31/2025