HomeMy WebLinkAboutDWG 546-4A; CT 2022-0001; HOPE APARTMENTS; 01-09SITE
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J:\ACTIVE JOBS\3802 WERMERS\CIVIL\DRAWING\GRADING PLANS
REVIEWED BY:
DATEINSPECTOR
DATE
"AS BUILT"
ENGINEERING DEPARTMENT
RCE EXP.
HOPE APARTMENTS
HOPE AVENUE
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CT 2022-0001
251
546-4A
GR 2023-0044
PLSA 3802
SDP 2022-0006
J:\ACTIVE JOBS\3802 WERMERS\CIVIL\DRAWING\GRADING PLANS\3802-CV-GP-01-TITLE.DWG
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED
RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS
AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBADDOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN.
(THIS AREA INCLUDES BUT IS NOT LIMITED TO OFF-SITE WORK INCLUDING PUBLIC
IMPROVEMENTS AND TEMPORARY DISTURBANCE SUCH AS VEHICLE AND EQUIPMENT
STAGING AREAS, CONSTRUCTION TRENCHES, BACKFILL CUTS AND SLOPE KEYWAYS)
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY FIELD SURVEY METHODS FROMINFORMATION GATHERED ON: NOVEMBER 10, 2021BY: PASCO, LARET, SUITER & ASSOCIATES
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS.
1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE TESTS HAVE BEEN CONDUCTED
BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THEFIELD OF APPLIED SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE "R" VALUE TESTS ANDTHE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO THE ENGINEERING INSPECTOR FORREVIEW AND APPROVAL A MINIMUM OF TWO (2) CITY WORKING DAYS BEFORE THE WORK BEGINS.2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS, UNDERGROUND CONDUIT RUNS,
SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON THE "AS-BUILT" PLANS. NO DIRECT BURIAL
STREET LIGHT FOUNDATIONS WILL BE ALL LUMINAIRES SHALL BE "CUT OFF" TYPE ALLOWED.
3. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS,
CROSS GUTTERS OR SURFACING OF STREETS.
4. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED WITHIN TWENTY FEET OFBUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THEPIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER.5. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIA ADMINISTRATIVE
CODE.
6. STREET TREES SHALL BE INSTALLED PER SECTION VI OF THE CITY OF CARLSBAD LANDSCAPE MANUAL.
7. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS OF WORK OF THIS PLAN
PER SDRSD DWG M19.8. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BEREESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORSACT.9. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR.
10. STREET LIGHTS SHALL BE 5,500 LUMEN (40 WATT) OR 13,700 PUPIL LUMEN (100 WATT) HIGH EFFICIENCY
INDUCTION LIGHTS.
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S):
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N_____________ E________________(CCS 83)
ADDRESS: 945 & 955 HOPE AVE, 2944 HOPE AVE & 1006 CARLSBAD VILLAGE DRIVE
CARLSBAD, CA 92008
*NOTE: QUANTITIES WITHIN / SUBSETOF DISTURBED AREA
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR
WILL BE RETAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY AND ADVISE ON THECOMPACTION AND STABILITY OF THIS SITE. IF THIS PROJECT/DEVELOPMENT IS SUBJECT TO ASTATE-REGULATED SWPPP, I (WE) ALSO AGREE A QUALIFIED SWPPP PRACTITIONER QSP HASBEEN OR WILL BE RETAINED TO SUPERVISE IMPLANTATION OF THE SWPPP IN ACCORDANCE
WITH THE CALIFORNIA CONSTRUCTION ORDER AND MUNICIPAL PERMIT, LATEST VERSION.
BW = BOTTOM OF WALL
ELEVATION
EG = EXISTING GRADE
FS = FINISHED SURFACEFG = FINISHED GRADEFL = FLOWLINEFF = FINISHED FLOORGF = GARAGE FACE
IE = INVERT ELEVATION
LA = LANDSCAPE AREA
TG = TOP OF GRATE ELEVATION
RIM = TOP OF RIM ELEVATIONTW = TOP OF WALL ELEVATIONTW@EG = TOP OF WALL ATEXISTING GRADE
FYSB = FRONT YARD SETBACK
RYSB = REAR YARD SETBACK
SYSB = SIDE YARD SETBACK
THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGEFACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILTGRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE
CITY STANDARDS, SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON THESE PLANS.
THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS,CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER.
127,724 SF
47,500
650
7,200
0
46,850
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT CHRIS SCHOENECK AT (858)623-4692, 24 HOURS A DAY.
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURINGTHE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TOFACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT.
3. FOR PROJECTS COVERED BY STATE SWPPP/WDID, 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 PLAN (WPCP) 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 ORIGINALAPPROVED SWPPP SHALL BE PROVIDED TO ADDRESS SITE CONDITIONS NOT ANTICIPATED. THE QSP SHALLREPORT BMP DEFICIENCIES TO THE CITY INSPECTOR. THE QSP SHALL OBTAIN APPROVAL FROM THE QUALIFIEDSWPPP 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 PREVENTPUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED SWPPP AND/OR EROSION CONTROLPLAN SHALL BE INCORPORATED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE
CONCLUSION OF EACH WORKING DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY
WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER
DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATE.
11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADEDSLOPES (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 CONSERVATION, STATE OF CALIFORNIA.
I, EDWIN CUNNINGHAM, A REGISTERED CIVIL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY
DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING ANDSTUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MYDIRECTION ON JULY 28, 2022. TWO COPIES OF THE SOIL REPORT COMPILED FROM THIS STUDY, WITHMY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER.
1. CARLSBAD MUNICIPAL CODE2. CITY OF CARLSBAD ENGINEERING STANDARDS
3. THIS SET OF PLANS
4. RESOLUTION NO 7486 DATED JUNE 21, 2023
5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION (GREEN BOOK)
6. SOILS REPORT AND RECOMMENDATIONS BY GEOTEK, INC.: JOB. NO.3780-SD DATED 5/9/2022, 7/28/2022, 01/23/2023 & 3/22/2023 & 5/24/20247. SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BEMODIFIED BY THE CITY OF CARLSBAD STANDARDS.
8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONSDATED _________9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED________
10. STORM WATER POLLUTION PREVENTION PLAN (TIER 3) PREPARED BY:
___________. WDID NO. ___________
11. STORM WATER QUALITY MANAGEMENT PLAN PREPARED BY: ___________
DATED: _________________
12. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION
HANDBOOK AND CALTRANS CONSTRUCTION SITE BMP MANUAL
PLSA PLSA
N/A
N/A
ABBREVIATION:SDRSD - SAN DIEGO REGIONAL STANDARD DRAWINGCMWD - CARLSBAD MUNICIPAL WATER DISTRICT
* NOTE: MODIFIED PER CITY OF CARLSBAD STANDARD
6,473 SF
87,710 SF
SEE SHEET 6 FOR FULL LEGAL DESCRIPTION
IN TOP OF NORTH SIDE CURB CARLSBAD VILLAGE DRIVE 0.1 MILE WEST OF
HIGHLAND DRIVE
(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 CARLSBADREGARDING GRADING SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBADMUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHERADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THEENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCEIS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF- WORK FROMRESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURINGCONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITYENGINEER 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 CERTIFICATE 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 $1,000,000.00 FOR EACH OCCURRANCE OF LIABILITY. THE INSURANCE COMPANY
WRITING THE POLICY MUST HAVE A RATING OF "A-" OR BETTER AND A SIZE CATEGORY OF
CLASS VII OR BETTER AS ESTABLISHED BY "BESTS" KEY RATING GUIDE.
5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY ANDOTHER APPROPRIATE AGENCIES.
6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARENOT CONSTRUCTED PRIOR TO THE DEADLINE DATE OF THE IMPROVEMENT AGREEMENT.7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK ORGRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINEDAND A VALID GRADING PERMIT HAS BEEN ISSUED.
8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITYENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANSAND THE TITLE SHEET.
9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY
ENGINEER.
10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE
ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY.
11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECTSITE AT ALL TIMES DURING CONSTRUCTION.
12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARYSHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY
A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS INTHE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITYENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS.
13. A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION REGARDING ADHERENCE TO
RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OFA BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE DIRECTION OF APROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THEFIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTEDIN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND THE"EARTHWORK SPECIFICATIONS" ATTACHED TO THE PRELIMINARY SOILS INVESTIGATION. DAILYFIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR.
14. A PRECONSTRUCTION MEETING SHALL BE HELD PRIOR TO THE BEGINNING OF WORK AND SHALLBE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION,SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR WILL BECONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DATE AND TIME FOR THEPRECONSTRUCTION MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TOSCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THEMEETING.
15. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BYCALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 438-3891. INSPECTIONREQUEST MUST BE RECEIVED PRIOR TO 2:00 P.M. ON THE WORKING DAY BEFORE THE INSPECTIONIS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE.REQUESTS MADE AFTER 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.
16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALLDESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, ANDSHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETYAND 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 PROTECTIONFROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH ORTRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPAREDFOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER
AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE
SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS,
TITLE 8 CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A
REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA
EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION.
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURINGCONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, AND THE PERMITTEE WILLNOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HASRECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO.20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMINGUP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVINGEQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADINGEQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND 6:00 P.M. EACHDAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE
CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THEENGINEERING DEPARTMENT COUNTER.)
21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITYINSPECTOR FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THECONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THEHAUL ROUTE 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 BEREMOVED UNLESS SPECIFICALLY NOTED ON THE PLAN.
24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF WATER IS NOTPERMITTED. 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 EROSIONCONTROL 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 ANDCROSS 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 THECITY 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.
22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, A
SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY
DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A
RESULT OF THE GRADING OPERATION.
18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROMTHE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING PERMIT WELL IN ADVANCE OF THESCHEDULING OF BLASTING OPERATIONS.
28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OFCARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO.546-4L, AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR.
29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OFTHESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND IRRIGATION PLANS ANDTHE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPEMANUAL 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 ANDREPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGEDWITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER.
31. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THECONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION ISCALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOTSHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR ISREQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THEPLANS 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 SUFFICIENTLY AHEAD OF GRADING TO PERMIT THEREVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICTWITH THE PROPOSED WORK.
33. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FULLWORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COORDINATETHE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT (800)422-4133 SDG&E (800)411-7343 AT&T (800)892-0123 TIME WARNER CABLE (760)438-7741 COX COMMUNICATIONS (619)262-1122
CITY OF CARLSBAD(STREETS & STORM DRAIN) (760)434-2980 CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER) (760)438-2722 SAN DIEGUITO WATER DISTRICT (760)633-2650 LEUCADIA WASTEWATER DISTRICT (760)753-0155 VALLECITOS WATER DISTRICT (760)744-0460 OLIVENHAIN WATER DISTRICT (760)753-6466 BUENA SANITATION DISTRICT (760)726-1340 x1330 AS APPROPRIATE
34. PERMIT COMPLIANCE REQUIREMENTS:
A. FOR CONTROLLED GRADING - THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER,AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND CONTROL THEWORK IN PROGRESS {15.16.120 A.8} CARLSBAD MUNICIPAL CODE.
B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT - THE FOLLOWING REPORTS MUSTBE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR {15.16.120 A.10}CARLSBAD MUNICIPAL CODE:
(1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL GRADING ISCOMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND IRRIGATION AREINSTALLED IN CONFORMANCE WITH CITY CODE AND THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERINGDEPARTMENT).
(2) AS-BUILT GRADING PLAN.
(3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOILBEARING CAPACITIES, A STATEMENT AS TO THE EXPANSIVE QUALITY OFTHE SOIL, AND SUMMARIES OF FIELD AND LABORATORY TESTS ANDPLOTTED TEST POINTS THE REPORT SHALL ALSO INCLUDE A STATEMENTBY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE
WITH THE REQUIREMENTS AND RECOMMENDATIONS OUTLINED IN THEPRELIMINARY 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 CITYENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK.PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK.
35. IN ACCORDANCE WITH THE CITY STORM WATER STANDARDS, ALL STORM DRAIN INLETS CONSTRUCTEDBY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT WASTEWATER DISCHARGEDOWNSTREAM. STENCILS SHALL BE ADDED TO THE SATISFACTION OF THE CITY ENGINEER.
*******
DATESIGNATURE
2002 PER ROS 17271
127.19'NGVD 29DATUM:ELEVATION:
RECORDED:
WELL MONUMENT
LOCATION:
DESCRIPTION:
DISTURBED ROW AREA =
71,716 SF*TOTAL NEW / REPLACED IMPERVIOUS AREA =
TOTAL DISTURBED AREA =
TOTAL LOT AREA =
CY
CY
CY
CY
CY
REMEDIAL:
EXPORT:
IMPORT:
FILL:
CUT:
PHONE NUMBER: (760) 599-0509GEOTEK, INC.
TC-32
MARCH 31, 2026
MONTHLY & AFTER0.5" RAIN EVENTS3-5VILLAGE II, LLC
DWG ______
BIOFILTRATION
BASIN
HYDROMODIFICATION?TRASH CAPTURE?EXEMPT FROM
NO
YES
EXEMPT FROM
NO
YES
PRIORITY PROJECT REQUIREMENTS
STANDARD STORMWATER REQUIREMENTS
STORMWATER REQUIREMENTS THAT APPLY:
MAINTENANCEMAINTENANCEFREQUENCYSHEET NO.AGREEMENTOWNERSHIPDESCRIPTIONTYPE
81687
SIGNED:
LICENSE EXPIRATION DATE:
DATE:
G.E./P.E. NO.:
SIGNED:
12-31-2024
80356
TYLER G. LAWSON, R.C.E.DATE:
REGISTRATION EXPIRATION DATE:
R.C.E. NO.:
BY:
TELEPHONE: (858) 259-8212
CITY, STATE: SAN DIEGO, CA 92110
ADDRESS: 1911 SAN DIEGO AVE, SUITE 100
FIRM: PASCO, LARET, SUITER, AND ASSOCIATES, INC.
N.T.S.
EXISTING PROPERTY BOUNDARY
ADJACENT PROPERTY LINE / RIGHT-OF-WAY
CENTERLINE OF ROAD
EXISTING EASEMENTS
PROPOSED LOT LINE
ADJACENT LOT LINE
SETBACK LINE
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED BUILDING FOOT PRINT
PROPOSED FLOW LINE
PROPOSED DIRECTION OF FLOW
PROPOSED AC SAWCUT
PROPOSED LIMITS OF GRADING
PROPOSED MASONRY RETAINING WALL
PROPOSED 6" PCC CURB AND GUTTER
PROPOSED 6" PCC CURB
PROPOSED PCC PAVEMENT
PROPOSED TRENCH RESURFACING
PROPOSED RAISED PLANTER BMP
PROPOSED DECORATIVE PAVERS
PROPOSED AC PAVEMENT 4" AC / 6"SEE AC PAVEMENT CUT DETAIL SHEET 11
RIP RAP ENERGY DISSIPATER
PROPOSED ROOF DOWN SPOUT
PROPOSED TREE WELL BMP
PROPOSED 6" STORM DRAIN CLEANOUT
PROPOSED 12" X 12" AREA DRAIN
PROPOSED 12" X 12" BROOKS BOX
PROPOSED 18" X 18" BROOKS BOX
PROPOSED 3" PVC STORM DRAIN
PROPOSED 6" PVC STORM DRAIN
PROPOSED PCC RIBBON GUTTER
PROPOSED 12" TRENCH DRAIN
PROPOSED TYPE D-1 PCC PED RAMP
PROPOSED SHORING WALLS
100
100
THE CALIFORNIA COORDINATE SYSTEM, NAD 83 (CCS83) EPOCH 1999.92, ZONE
6, AS DETERMINED LOCALLY BY A LINE BETWEEN FIRST ORDER CONTROL
STATIONS CLSB 122 AND CLSB 130 BEING A GRID BEARING OF N 63° 33' 33" E
AS DERIVED FROM GEODETIC VALUES SHOWN ON RECORD OF SURVEY 17271,
CITY OF CARLSBAD CONTROL SURVEY, FILED ON FEBRUARY 8, 2022.
1 TITLE SHEET / NOTES2 DEMO PLAN / NOTES3-5 GRADING PLAN6 EX. & PROP. EASEMENTS
7 SHORING PLAN
8 WALL PLAN
9 WALL PROFILE
10-11 SECTIONS & DETAILS
12 SINGLE SHEET BMP13 OVERALL SHORING PLAN VIEW14-17 SHORING PLAN & ELEVATIONS18-19 SHORING CROSS SECTIONS
20 SHORING DETAILS & SCHEDULING
21-22 SHORING DETAILS
23 NOTES & INSPECTIONS
24 RETAINING WALL NOTES
25 RETAINING WALL DETAILS
PM 21619PM 02868PM 01311MAP 16300MAP 01661
CR 03083CR 00258
DWG 118-9
DWG 291-2D
DWG 394-2
DWG 938-3
SCOTT DALE FOR: VILLAGE II, LLC
5120 SHOREHAM PLACE #150SAN DIEGO, CA 92112
(949) 812-0274
PHONE NO.:
ADDRESS:
NAME:
PHONE NO.:
ADDRESS:
NAME:
5120 SHOREHAM PLACE #150SAN DIEGO, CA 92112
(949) 812-0274
SCOTT DALE FOR: VILLAGE II, LLC
SCOTT DALE FOR: VILLAGE II, LLC
SD SD
SDRSD G-1
SDRSD G-2
CITY OF CARLSBAD
GS-26 & GS-28
255 LF
165 LF
75 LF
2,700 SF
1,000 SF
375 LF
3 EA
37 EA
21 EA
4 EA
650 LF
5,850 SF
81,237 SFDISTURBED ONSITE AREA =
564-4A
YES
TC-32 MONTHLY & AFTER
0.5" RAIN EVENTS5VILLAGE II, LLCTREE WELL YES
MP-52 AS NEEDEDVILLAGE II, LLCTRASH CAPTURE YES 3-5
362 1665
SEPTEMBER 2024
NOI#_____________
WDID#____________
DETAIL SHEET 11 1 EA
4,010 SF
DETAIL SHEET 25
4,680 SF
7 EASDRSD D-40
100 LF
24 LF
13,950 SF
1 EASDRSD G-31
TIER 4 OR DIESEL CONSTRUCTION EQUIPMENTWITH DIESEL PARTICULATE FILTERS SHALL BEUTILIZED FOR ALL CONSTRUCTION ACTIVITIES.
9 37C404950
9 37C404950
10 LF
9/20/2024
September 23, 2024
3-31-26
): 230-320-02, -20, -40, -41, -48 & -51
10/14/2024
945 & 955 GRAND AVE, 2944 HOPE AVE &1006 CARLSBAD VILLAGE DRIVECARLSBAD, CA 92008APN: 230-320-02 & -20, 230-320-40 & -41,
230-320-48 & - 51
MBI
Docusign Envelope ID: 80580EBA-0B98-4A23-805B-92DA4A186898
1/23/2025
9"TP9"TP
9"TP9"TP
7"TD4"TD
8"TD(4)
8"TD (4)
10"TD
12"TD
14"
T
D
10
"
T
D
10"TD
6"TD
6"TD
16"TC
42"TC
16"TC
15"TC
12"TC
16"TP
16"TP
16"TP
16"TP
11"TD 11"TD
12"TD
11"TD 11"TD
12"TD
11"TP 11"TP
X X X X
X
X
X
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X
X
X
X
X
X
X
X X X X X X X
X
X
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OEOE
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OE
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OE
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S SS
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WW W
WW
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RAMP
WOOD WALL
71
70
70
69
69
69
6
9
69
69
69
69
68
68
68
68
68
68
68
68
68
67
67
67
67
6
6
66
66
65
65
65
65 65
65
65
6
5
65
65
65
65
64
64
64
6
4
64
64
6
4
6
4
64
63
63
63
63
63
63
63
63
63
63
63
63
63
62
62
62
CONCPAD
MON. WELL
GEO GRIDTRANS PAD
MON.WELL
67.10 TC66.65 FL 67.84 TC67.30 FL
67.73 TC67.24 FL
68.49 TC68.06 FL
68.59 TC68.09 FL
68.61 TC68.22 FL
69.33 TC68.87 FL
68.98 TC68.47 FL
68.79 TC68.35 FL
68.97 TC68.58 FL
69.12 TC68.70 FL
68.47 TC68.10 FL
69.16 TC68.81 FL
69.52 TC69.16 FL
69.08 TC68.56 FL
69.50 TC69.23 FL
69.58 TC69.50 FL
68.30 TC68.27 FL
68.64 TC68.19 FL
68.44 TC68.03 FL
68.17 TC67.74 FL
68.09 TC67.70 FL
68.67 TC68.67 FL
68.48 TC68.43 FL
68.98 TC68.48 FL
69.22 TC68.78 FL
68.09 TC67.65 FL
69.30 TC68.84 FL
68.52 TC68.04 FL
68.96 TC68.59 FL
69.30 TC68.80 FL
69.12 TC68.70 FL
68.94 TC68.54 FL
68.58 TC68.16 FL
68.34 TC67.95 FL
68.36 TC67.93 FL
68.70 TC68.28 FL
68.53 TC68.08 FL
68.76 TC68.76 FL
68.75 TC68.31 FL67.95 TC67.90 FL
67.41 TC67.31 FL
65.86 TC65.80 FL
65.20 TC64.71 FL63.18 TC62.73 FL
62.80 TC62.31 FL
63.07 TC63.04 FL
63.29 TC63.25 FL
67.58 TC67.08 FL
67.88 TC67.44 FL
67.43 67.68 67.77
67.89
68.00
68.41
68.79
68.32
67.90
67.66
68.54
68.6
9
68.21
68.63
69.38
69.43
69.55
69.44
69.51
69.39
69.42
69.4969.4669.45
69.41
69.37
69.39
69.3869.42
69.26
69.29
69.17
69.10
68.76
67.49
67.89 TC67.51 FL
68.74 TC68.24 FL
68.22
68.18
67.96 TC67.56 FL
68.45 TC68.00 FL
69.45
61.72
62.05
62.06
62.67 63.46 64.75 65.46 66.60 67.77 69.43 70.32
63.43
63.30
63.2162
.
2
6
62
.
1
9
62.95
61.70
61.51
61.42
61.8062.45 62.69
62
.
6
0
62.1562.44
62
.
5
3
62.30
62.58
62.9362.52
62.63
62.55
63.09
62.84
62.95
63.32
63.00
63.16
62.56
63.13
62.37 TC61.91 FL
62.41 TC61.92 FL 63.04 TC62.59 FL 63.65 TC63.25 FL 64.83 TC64.38 FL
66.04 TC65.54 FL 66.80 TC66.37 FL
68.05 TC67.53 FL
69.79 TC69.31 FL
70.65 TC70.19 FL
68.93 TC68.46 FL
67.95 TC67.52 FL66.84 TC66.32 FL65.03 TC64.54 FL63.90 TC63.37 FL
62.19 TC61.77 FL62.08 TC61.62 FL
61.54 TC61.49 FL
61.47 TC61.39 FL
62.04 RIM
66.60 RIM
68.69 RIM
69.33 RIM
68.87 RIM
68.33 RIM
68.30 RIM
68.29 RIM
64.94 RIM
63.34 IE
66.29 IE62.38 TW 63.21 TW
68.02 TW
68.61 TW
67.60 TW
67.54 TW
70.75 TW
70.77 TW
70.83 TW
70.79 TW
70.79 TW
68.82 TW
65.22 TW
65.33 TW68.77 TW
68.70 TW
62.1
63.8 64.4
64.563.862.7
63.3 63.7 64.2
64.763.363.6
69.70 TW
69.71 TW
69.71 TW
69.75 TW70.42 TW
70.31 TW
74.23 TW
74.24 TW
69.59 TW
74.36 TW
69.54 TW
69.54 TW
68.21 TW
63.61
63
.
6
2
68
.
3
2
63.73
67
.
4
0
63.36
68
.
6
7
63
.
6
3
69.16
64.55 64.80
69.02
65 66 67
62
6968
67
65.33
64.35
63.2362.91
62.71
63.36
63.27
64.15 64.47 65.06
66.06 TC65.77 FL
64.91
65.17 TC64.85 FL
65.68 TC65.36 FL65.11 TC64.64 FL
65.81 TC65.50 FL
EXISTING1 STORYBUILDING
EXISTINGMULTI STORYBUILDING
EXISTINGMULTI STORYBUILDING
EXISTINGMULTI STORYBUILDING
EXISTINGMULTI STORYBUILDING
EXISTINGMULTI STORYBUILDING
EXISTING1 STORYBUILDING
EXISTING1 STORYBUILDING
W W W W W W W W W W W W W W W W W W
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CARLSBAD VILLAGE DRIVE
SEE DWG 546-4 FOR RIGHT-OF-WAY IMPROVEMENTS
HO
P
E
A
V
E
N
U
E
GRAND AVENUE
SEE DWG 546-4 FOR RIGHT-OF-WAY IMPROVEMENTS AND
DEMOLITION OF EXISTING IMPROVEMENTS WITHIN THE ROW
N 11°
0
2
'
0
1
"
E
1
3
7
.
5
6
'
N
3
3
°
5
7
'
5
9
"
W
2
0
9
.
9
4
'
N 56° 00' 18" E5.00'N 33° 57' 29" E15.00'
PCL 1
PM 2868
APN: 203-320-40
PORT. PARCEL AAPN: 203-320-52
9'10'
19'
30
'
30
'
60
'N 56°00'18" E 328.77'
(63.0 FL)
(62.5 FL)
EXISTINGSTRUCTURETO REMAIN
N
3
3
°
5
6
'
4
6
"
W
6
1
.
9
0
'
BLOCK 67
MAP 775
1
1
Δ=65.41L=6.28'R=5.5'
L=47.12'
R=60.00'
D=45°00'00"
L=43.20'
R=55.00'
D=45°00'00"
PORT. PARCEL A
APN: 203-320-50
EXISTING 18" H.D.PE.STORM DRAIN TO REMAINPER DWG 515-5A
EX SD CO TO REMAIN PERDWG 515-5A(RIM: 68.20)(IE: 63.50)
EXISTING 18" PVC STORM DRAIN TO
REMAIN PER DWG 515-5A
EXISTING MODULAR
WETLAND SYSTEM TO
REMAIN; PER DWG 515-5A
EXISTING MODULAR
WETLAND SYSTEM TO
REMAIN; PER DWG515-5A
EX SD CO(RIM: 68.64)(IE: 64.24)
EXISTING BIOFILTRATION
BASIN TO REMAIN; PER DWG
515-5A
EXISTING STRUCTURETO REMAIN
PORTION OF EXISTING
RETAINING WALL TOREMAIN
1
1
1
1
1
N 55°58'09" E 35.02'
N 56°51'49" E 162.88'
N
3
3
°
5
7
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2
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E
4
2
6
.
7
5
'
N 33° 58' 05" E
2.98'
1
1
2
2
2
2
3
3
22
9
5
6
6
13
13
13 17
6
6
6
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14
19
22
22
22
16
2
21
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8
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7
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12
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24
25
25
25
25
25
25
25
26
3
2
18
27
27
28
15
19
19
19
29
GRAPHIC SCALE: 1" = 30'
0 30'60'90'
J:\ACTIVE JOBS\3802 WERMERS\CIVIL\DRAWING\GRADING PLANS
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REVIEWED BY:
DATEINSPECTOR
DATE
"AS BUILT"
ENGINEERING DEPARTMENT
RCE EXP.
BAK
SDP 2022-0006
25
GR 2023-0044
546-4A
HOPE APARTMENTS
HOPE AVENUE
CT 2022-0001
PLSA 3802
LEGEND
PLAN VIEW - DEMOLITION PLAN
SCALE: 1" = 30' HORIZONTAL
EXISTING PROPERTY BOUNDARY
ADJACENT PROPERTY LINE / RIGHT-OF-WAY
CENTERLINE OF ROAD
EXISTING EASEMENTS (SEE SHEET 6)
ADJACENT LOT LINE
EXISTING CONTOUR
EXISTING DIRECTION OF FLOW
EXISTING WATER MAIN (SIZE AND MATERIAL PER PLAN)
EXISTING SEWER MAIN (SIZE AND MATERIAL PER PLAN)
EXISTING GAS MAIN (SIZE PER PLAN)
EXISTING CMU RETAINING WALL
EXISTING BUILDING FOOTPRINT
CONSTRUCTION NOTES
1
2
3
4
5
6
7
8
9
10
11
SITE NOTES
1. EXISTING SURVEY MONUMENTS TO BE PROTECTED IN
PLACE. IF A MONUMENT IS DISTURBED OR DESTROYED,
IT SHALL BE REPLACED BY A LICENSED LANDSURVEYOR AND A CORNER RECORD OF SURVEY SHALLBE FILED WITH COUNTY.
2. ALL EXISTING STRUCTURES AND WALLS WITHIN THEPROPOSED DISTURBED AREA TO BE DEMOLISHED
UNLESS OTHERWISE NOTED.
3. ALL EXISTING TREES WITHIN THE PROPOSED
DISTURBED AREA TO BE REMOVED AND THE AREA
CLEARED / GRUBBED UNLESS OTHERWISE NOTED.
4. ALL OFF-SITE IMPROVEMENTS TO REMAIN UNLESSOTHERWISE NOTED.
5. ALL GAS & ELECTRIC UTILITIES TO BE REMOVED SHALLBE PER SEPARATE SDGE WORK ORDER
6. ONLY ONSITE IMPROVEMENTS TO BE REMOVED.
IMPROVEMENTS IN RIGHT-OF-WAY TO BE REMOVED
ARE PER SEPARATE PERMIT.
100
12
13
14
15
16
17
G G
S S
W W
EXISTING SURVEY MONUMENT TO BE PROTECTED IN
PLACE. SURVEY MONUMENTS DISTURBED OR
DESTROYED SHALL BE REPLACED BY A LICENSEDSURVEYOR.
EXISTING RETAINING WALL AND FOOTING TO BEREMOVED
EXISTING FENCE TO BE REMOVED
EXISTING PCC CURB AND GUTTER TO BE REMOVED
EXISTING GUY WIRE TO BE PROTECTED IN PLACE
EXISTING ASPHALT IN PARKING AREA TO BE REMOVED
EXISTING BIOFILTRATION BASIN TO BERECONFIGURED PER SHEET 5
EXISTING DECORATIVE PAVERS TO REMAIN
EXISTING FIRE HYDRANT AND SERVICE TO BEREMOVED
EXISTING GAS SERVICE TO REMAIN
EXISTING ELECTRICAL TRANSFORMER TO REMAIN
EXISTING OVERHEAD UTILITY SERVICE TO SUBJECT
PROPERTY TO BE REMOVED
EXISTING PCC PAD TO BE REMOVED
EXISTING RETIANING WALL TO REMAIN
EXISTING SIGN TO BE REMAIN
EXISTING PAVERS TO REMAIN
EXISTING PARKING TO REMAIN
EXISTING TRANSFORMER TO REMAIN
EXISTING PCC CURB TO REMAIN
EXISTING ELECTRICAL TRANSFORMER TO BE
REMOVED PER SEPARATE SDGE WORK ORDER
EXISTING PCC RIBBON GUTTER TO BE REMOVED
EXISTING PCC CURB TO BE REMOVED
EXISTING SIGN TO BE REMOVED
EXISTING LIGHT POLE TO REMAIN
EXISTING STRUCTURE TO BE REMOVED
EXISTING PCC RIBBON GUTTER TO REMAIN
EXISTING OVERHEAD UTILITY TO REMAIN
EXISTING POWER POLE TO REMAIN
EXISTING WATER SERVICE TO BE REMOVED
18
19
20
DEMO PLAN / NOTES
2
21
22
23
24
25
26
27
28
SEE SHEET 6 FOR EXISTING EASEMENTS
PROPOSED EASEMENTS
SEE SHEET 6 FOR PROPOSED EASEMENTS
EXISTING EASEMENTS
RIGHT-OF-WAY DEMO PLAN
EXISTING IMPROVEMENTS WITHIN THE PUBLIC
RIGHT-OF-WAY TO BE REMOVED PER SEPARATE PERMIT.
29
CONSTRUCTION ACTIVITIES SHALL TAKE PLACE DURING THE PERMITTED TIME AND DAY PER
CARLSBAD MUNICIPAL CODE CHAPTER 8.48. DEVELOPER SHALL ENSURE THAT CONSTRUCTION
ACTIVITIES FOR THE PROPOSED PROJECT ARE LIMITED TO THE HOURS FROM 7:00 AM TO 6:00
PM MONDAY THROUGH FRIDAY, AND 8:00 AM TO 6:00 PM MONDAY THROUGH FRIDAY, AND 8:00
TO 6:00 P.M. ON SATURDAYS; NO WORK SHALL BE CONDUCTED ON SUNDAYS OR FEDERAL
HOLIDAYS.
PARTIALLY COMPLETED PROJECTS SEEKING TO INDEFINITELY STOP WORK AND CLOSE THEGRADING 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 FORGUIDELINES) IS CONSIDERED ADEQUATE.2) PERMANENTLY STABILIZE FLAT AREAS (≤5%) - 70% COVER WITH WELL-ESTABLISHED,SUSTAINABLE, NON-WEED VEGETATION (SEE CITY LANDSCAPE MANUAL FORGUIDELINES) OR 2 INCHES (MINIMUM) OF PERMEABLE COVER (E.G., GRAVEL) IS
CONSIDERED ADEQUATE.
3) RESTRICT ACCESS TO SITE - COORDINATE WITH CITY STAFF TO DETERMINE
APPROPRIATE FENCING TYPE.
4) SIGNAGE ALONG FRONTAGE ROAD(S) POSTING THAT DUMPING, LITTERING, AND
TRESPASSING ARE PROHIBITED.5) TRESPASS ENFORCEMENT AUTHORIZATION LETTER MUST BE SENT FROM THE OWNERTO THE CITY OF CARLSBAD POLICE DEPARTMENT.6) NOTARIZE AND RECORD AGAINST THE PROPERTY AN AGREEMENT STATING THAT
OWNER IS RESPONSIBLE FOR MAINTAINING FENCING AND SIGNAGE, ADHERING TO THE
FIRE PREVENTION ORDINATION, KEEPING THE SITE FREE FROM LITTER ACCUMULATION
AND VEGETATION GROWTH, AND REMOVING ANY ILLEGALLY DUMPED MATERIALS AT THE
SITE UNTIL THE PROPERTY IS DEVELOPED IN THE FUTURE.
MBI
Docusign Envelope ID: 80580EBA-0B98-4A23-805B-92DA4A186898
1/23/2025
X X X X X X X X X X X X X X
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W
G G G G G G
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
G
G
G
G
G
G
S
S
S
S
S
S
G
G
G
G
G
G
G
G
G
G
G
G
G
G
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE OE OE OE OE OE
OE OE
OE
OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE
OE
OE
OE
E E E E E E E E
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SD SD SD SD SD SD SD SD SD
SD
SD
SD
SD
SD
W
W
W
W
W
W
W
W W
W
W
W
W
W
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
W
W
W
W
W
SDSDSDSD
SDSD
SDSD
G
S
S
S
S
S
S
W
W
W
W
W
W W W W W W
W
WWWW
E E E E E E E E E E E E E E E E E E E E E
E
E
E
E
SSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
WOOD WALL
69
69
68
68
68
68
68
67
67
67
66
66
65
6
4
64
63
63
63
63
62
MON. WELL
GEO GRIDTRANS PAD
67.10 TC66.65 FL 67.84 TC67.30 FL
67.73 TC67.24 FL
68.49 TC68.06 FL
68.59 TC
68.09 FL
68.61 TC68.22 FL
68.98 TC
68.47 FL
68.79 TC68.35 FL
68.97 TC68.58 FL
69.12 TC68.70 FL
68.47 TC68.10 FL
68.67 TC68.67 FL
68.48 TC68.43 FL
68.98 TC68.48 FL
69.22 TC68.78 FL
68.09 TC67.65 FL
67.95 TC67.52 FL66.84 TC66.32 FL65.03 TC64.54 FL63.90 TC63.37 FL
62.19 TC61.77 FL
66.60 RIM
63.34 IE
66.29 IE62.38 TW 63.21 TW
68.02 TW
68.61 TW
67.60 TW
67.54 TW
69.70 TW
69.71 TW
69.71 TW
69.75 TW
70.42 TW
67.43
67.68 67.77
67.89
68.00
68.41
69.42
69.4969.4669.45
69.41
69.37
62.67
63.46
64.75
65.46 66.60
67.77
63.43
63.30
63.2162
.
2
6
62
.
1
9
62.95
61.70
61.80 62.69
62
.
6
0
63.13
63.61
63
.
6
2
68
.
3
2
63.73
67
.
4
0
63.36
68
.
6
7
63
.
6
3
69.16
64.55 64.80
69.02
12"TD
14"
T
D
10
"
T
D
16"TC
42"TC
16"TC
15"TC
12"TC
16"TP
16"TP
16"TP
11"TD 11"TD
12"TD
11"TD
11"TD
12"TD
6
2
68
67
XXXXXXXXXXXX
X
XXX
X
XX
X
XXXXXXX
X
X
XX
XXXXXX
X
X
X
X
X
X
X
X
X
X
XXX
X
XXXXXXXXXXXX
XXXXXX
X
X
X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X
GRAND AVENUE
SEE DWG 546-4 FOR RIGHT-OF-WAY IMPROVEMENTS
N
3
3
°
5
7
'
5
9
"
W
2
0
9
.
9
4
'
N 56° 00' 18" E5.00'
N 33° 57' 29" E
15.00'
N 56°00'18" E 328.77'
1
Δ=65.41L=6.28'R=5.5'
1
(68.5 FS)
BEGIN PCC CURB AND
GUTTER MATCH TO
EXISTING; (68.7 TC); (68.2 FL)
69.3 TC
68.8 FL
(68.2 FS)
66.0 TW
(62.4 BW)
68.0 TW
65.3 BW
66.3 TW
65.3 TW@FG63.3 BWH=3 FT
68.0 TW66.0 BW
66.0 TW
(62.5 BW@FG)
H=3.5 FT
68.0 TW
65.3 BW
68.0 FG
68.55 FS
1
4
2
2
2
72.0 TW
71.0 TW@FG
68.5 BW@FG
BMP 12
65.3 FG
A=271 SF
68.55 FS68.55 FS
62.9 FS
10 STEPS;0.56' RISE0.92' RUN
6 STEPS;0.53' RISE1.0' RUN
68.0 TW66.0 BW
68.0 TW66.0 BW
68.0 TW
63.0 BW
ROOF DOWN
SPOUT (TYP.)
68.0 FG
5 STEPS;0.48' RISE1.0' RUN
Q100=3.15 CFSV100= 4.57 FPS
ROOF DOWN
SPOUT (TYP.)
65.5 TW
64.5 TW@FG63.2 BW
68.0 TW65.1 BW
68.0 TW65.9 BW
69.2 FS
68.25 TG66.9 IE
BMP 11
64.5 FG
A = 225 SF
APPROX. LOCATIONOF PROPOSEDTRANSFORMER
LA
LA
65.2 FS 65.95 FS
2.
0
%
MI
N
.
68.4 FS
BMP 7
71.0 FG
A=615 SF
2.
0
%
MI
N
.
2.
0
%
MI
N
.
5.
0
%
0.
7
%
2
INSTALL FENCING PER
SEPARATE LANDSCAPE PLAN
(TYP.)
HO
P
E
A
V
E
N
U
E
9 9
68.0 FG
BUILDING
PROJECTION
(TYP.)
1010
N
3
3
°
5
7
'
2
9
"
E
4
2
6
.
7
5
'
1
METER
ROOM
INTERIOR CORRIDOR
INTERIOR CORRIDOR
IN
T
E
R
I
O
R
C
O
R
R
I
D
O
R
IN
T
E
R
I
O
R
C
O
R
R
I
D
O
R
FENCING PER SEPARATE
LANDSCAPE PLAN (TYP.)
HIDDEN LINE REPRESENTSPARKING STRUCTURE BELOW(TYP.)1ST FF = 68.60
COURT YARD
68.5 FS
COURT YARD
68.5 FS
13.0'STBK
14.5'
10
.
0
'
FY
S
B
9.
0
'
13
.
2
'
EXISTING GUY WIRE
TO REMAIN
LALA
LA
5.0'
69.15 TC68.65 FL
69.0 TC
68.5 FL
68.8 TC68.3 FL
68.75 TC
68.15 FL
1
67.5 TG65.8 IE
67.5 TG
66.2 IE
67.6 TG
64.9 IE
67.8 FG
67.5 TG65.3 IE
67.5 TG65.8 IE
67.6 TG65.05 IE
64.8 IE
17
17 17
65.5 RIM61.95 IE IN61.9 IE OUT
65.25 TG
62.0 IE
66.05 TG
62.8 IE
65.6 IE
65.5 IE
68.4 FS
67.6 TG66.1 IE
67.8 FG
67.8 FG
5.0%
MIN
.
68.0 FG
68.0 FG
5
.
0
%
M
I
N
.
68.0 FG
5
.
0
%
M
I
N
.
67.6 TG66.5 IE
IN
T
E
R
I
O
R
C
O
R
R
I
D
O
R
68.0 TW65.55 BW
68.0 TW
65.6 BW
68.0 TW
65.45 BW
68.0 RIM
65.7 IE
68.0 RIM66.2 IE68.0 FG
5.0%
MIN
.
2.0%4.8%1.0%
69.5 FG
5.0
%
MIN
.
68.0 TW66.0 BW
68.0 TW
66.0 BW
68.0 TW65.3 BW
68.4 TW
68.0 BW
12
12
12
12
12
12
12
12
20
20
PL
14
11
11
68.5 TG
67.5 IE12
BMP 371.0 FGA=235 SF
BMP 4
71.0 FG
A=443 SF
68.5 FS
68.5 FS
BMP 1
71.0 FG
A=268 SF
SPA
8
8
69.8 TG
68.2 TG 68.2 TG
12
12 12
68.2 TG12
68.2 TG 12
67.8 TG12 72.0 TW
71.0 TW@FG
68.5 BW@FG
72.0 TW
71.0 TW@FG
68.5 BW@FG
72.0 TW
71.0 TW@FG68.5 BW@FG
72.0 TW71.0 TW@FG68.5 BW@FG
72.0 TW71.0 TW@FG68.5 BW@FG
72.0 TW71.0 TW@FG
68.5 BW@FG
72.0 TW
71.0 TW@FG
68.5 BW@FG
71.83 TG 11
72.43 TG
68.5 IE1115
68.4 IE16
72.7 TW71.2 TW@FG
69.4 BW@FS
21 21
22
22
21
21
29
68.0 TW66.0 BW
CL CL
12
67.8 FG
68.0 RIM
65.75 IE 20
67.6 TG
65.6 IE12
ROOF DOWN
SPOUT (TYP.)
30
'
68.0 TW65.3 BW
68.45 FS
66.3 TW65.3 TW@FG64.2 BW
68.0 TW64.2 BW
68.0 TW64.3 BW
68.0 TW
64.4 BW
LA
SEE DWG 546-4 FOR
TREE WELL BMP
DETAIL (BMP 14)
2.
0
%
MI
N
.
2.0%MIN.2.0%MIN.
68.5 FS
1ST FF = 68.60
1ST FF = 68.60
1ST FF = 68.60
1ST FF = 68.60
72.0 TW71.0 TW@FG68.5 BW@FG
72.0 TW
71.0 TW@FG68.5 BW@FG
A
B
D
A
D
B
0.55' PUB. ST. AND UTILITYDEDICATION PER MAP NO.______
3 STEPS;
1.5' RISE
68.5 FS
70.0 FS
LA LA
LA
LA
68.5 FS 68.5 FS
68.0 TW64.5 BW
68.0 TW
64.5 BW
66.0 TW
(62.4 BW)
72.53 TG
68.7 IE1115
BMP 671.2 FGA=164 SF
68.0 TW63.0 BW
1571.83 TG 11 15
15
15
68.6 IE16
72.7 TW
71.2 TW@FG
69.2 BW@FS
72.7 TW
71.8 TW@FG
69.1 BW@FS
72.7 TW
71.0 TW@FG69.0 BW@FS
72.7 TW71.1 TW@FG69.1 BW@FS
72.7 TW
71.0 TW@FG68.85 BW@FS
29
70.0 FS
70.0 FS
70.0 FS
70.0 FS
SEE RAISED
PLANTER BMP
TYPICAL DETAIL
SHEET 11
PROPOSED GAS SERVICE PERSEPARATE SDGE WORKORDER #300000707956
66.0 TW(62.8 BW)
68.0 TW
(62.8 BW)
68.0 TW66.0 BW
22
25 25
12" PVC STORMDRAIN
68.0 RIM64.6 IE 20
25
8" PVC STORMDRAIN
68.0 RIM
64.6 IE 26
66.0 RIM
63.0 IE 26
27
68.6 FG
2.0%1.0%
68.0 RIM64.55 IE20
25
67.7 TG67.0 IE
3" PVC PIPE
68.25 TG
67.6 IE12
12
3" PVC PIPE
17
66.5 TW
65.5 BW
68.4 TW
66.3 BW 69.1 TW
68.0 BW64.8 IE
PVT 6" SEWER LATERALPER SEPARATE PRIVATEUTILITY PLAN
PVT 6" DOMESTIC WATERSERVICE PER SEPARATEPRIVATE UTILITY PLAN
PVT FIRE SERVICE PER SEPARATE
PRIVATE UTILITY PLAN / FIRE
UNDER GROUND PLAN
PVT 6" SEWER LATERALPER SEPARATE PRIVATEUTILITY PLAN
17
64.55 IE 65.9 FS 66.05 FS65.15 FS
65.3 FS
62.85 FS 62.95 FS
64.5 IE
90 DEGREE TURN FOR HAND RAILSPER SEPARATE BUILDING PERMIT;PROP. TO AVOID ENCROACHMENT
INTO THE PUBLIC ROW
65.25 FS
66.0 FS
1 EXISTING SURVEY MONUMENT TO BE PROTECTED IN PLACE.
MONUMENTS DISTURBED OR DESTROYED SHALL BE REPLACED
BY A LICENSED LAND SURVEYOR AND A CORNER RECORD
SHALL BE FILED WITH THE COUNTY RECORDER
CONSTRUCT MASONRY RETAINING WALL PER SHEET 25; SEE
MASONRY RETAINING WALL NOTE THIS SHEET
CONSTRUCT 6" PCC CURB PER SDRSD G-1
CONSTRUCT 6" PCC CURB AND GUTTER PER SDRSD G-2
SAWCUT AC PAVEMENT PER DETAIL SHEET 11
CONSTRUCT PCC RIBBON GUTTER PER DETAIL SHEET 1
CONSTRUCT 4" PCC WALKWAY PER GEOTECH
RECOMMENDATIONS
INSTALL DECORATIVE PAVERS PER SEPARATE LANDSCAPE
PLAN
200-FT SIGHT DISTANCE VIEW CORRIDOR PER CALTRANSHIGHWAY DESIGN MANUAL
7.5-FT X 7.5-FT CLEAR ZONE
2
3
4
5
6
7
8
9
10
CONSTRUCTION NOTES INSTALL EMERGENCY OVERFLOW BROOKS BOX FOR RAISED
PLANTER BIOFILTRATION BASIN; SEE DETAIL SHEET 11
INSTALL 12" X 12" AREA DRAIN BY NDS OR APPROVED EQUAL
INSTALL 12" TRENCH DRAIN BY NDS OR APPROVED EQUAL
CONSTRUCT MODIFIED TYPE A4 CLEANOUT PER SDRSD D-9 W/
CURB OUTLET PER D-25 SEE DETAIL SHEET 11
INSTALL TRASH CAPTURE BMP FROG CREEK MUNDUS BAG TTC
OR APPROVED EQUAL
CONSTRUCT 3" PVC SIDEWALK UNDER DRAIN @2.0% PER
SDRSD D-27
INSTALL RIP RAP ENERGY DISSIPATER PER SDRSD D-40; ROCKCLASS = No.2 BACKING T = 1.1-FT; FILTER FABRIC PER TABLE200-1.7 IN THE SAN DIEGO REGIONAL SUPPLEMENT TO GREEN
BOOK
TRENCHING AND RESURFACING PER CITY OF CARLSBAD GS-26
& GS-28
INSTALL TREE WELL BMP SEE DETAIL SHEET 11
INSTALL 6" STORM DRAIN CLEANOUT BY NDS OR APPROVEDEQUAL
11
12
13
14
15
16
17
18
19
20
CONSTRUCT WALL AND FOUNDATION OF RAISED PLANTER
BMPS PER SEPARATE BUILDING PLANS CBR2024-0862; REFER
TO SEPARATE LANDSCAPE PLANS FOR COLOR AND FINISH. SEE
RAISED BMP PLANTER DETAIL SHEET 11 FOR REMAINING BMP
DETAILS
CONSTRUCT WALL AND FOUNDATION OF RAISED PLANTER(NON-BMP) PER SEPARATE BUILDING PLANS CBR2024-0862;REFER TO SEPARATE LANDSCAPE PLANS FOR COLOR FINISH
AND REMAINING DETAILS
INSTALL PERVIOUS PAVERS PER DETAIL SHEET 11
CONSTRUCT TYPE D-3 PCC PED RAMP PER SDRSD G-31 W/
TRUNCATED DOMES PER G-30 SEE DETAIL A SHEET 11
STORM DRAIN POC FROM PODIUM SLAB SEE SEPARATEBUILDING PLANS CBR2024-0862 SHEET P6.0 FOR CONTINUATION
CONSTRUCT 12"X12" BROOKS BOX CLEANOUT OR APPROVEDEQUAL WITH INTERLOCKING LID
INSTALL 6" SOLID WALL PIPE FLOW SPREADER W/ FLOW
CONTROL; CONNECT 2" PVC PIPE 5-FT O.C. TO FLOW SPREADER
TO DISCHARGE THROUGH RETAINING WALL 62.8 IE
CONNECT TO EXISTING 18" HDPE STORM DRAIN WITHCONCRETE LUG PER SDRSD D-63
21
22
23
24
25
26
27
28 CONSTRUCT WALL AND FOUNDATION OF RAISEDPLANTER BMP PER DETAIL 16 SHEET 25
29
GRAPHIC SCALE: 1" = 10'
0 10'20'30'
J:\ACTIVE JOBS\3802 WERMERS\CIVIL\DRAWING\GRADING PLANS
PA
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A
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19
1
1
S
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S
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:
(
8
5
8
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2
5
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8
2
1
2
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:
(
8
5
8
)
2
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9
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4
8
1
2
REVIEWED BY:
DATEINSPECTOR
DATE
"AS BUILT"
ENGINEERING DEPARTMENT
RCE EXP.
BAK
SDP 2022-0006
25
GR 2023-0044
546-4A
HOPE APARTMENTS
HOPE AVENUE
CT 2022-0001
PLSA 3802
PLAN VIEW - GRADING PLAN
SCALE: 1" = 10' HORIZONTAL
SITE NOTES (FOR SHEETS 3 & 4)
1. EXISTING SURVEY MONUMENTS TO BE PROTECTED IN PLACE. IF A MONUMENT IS
DISTURBED OR DESTROYED, IT SHALL BE REPLACED BY A LICENSED LAND SURVEYOR AND
A CORNER RECORD OF SURVEY SHALL BE FILED WITH COUNTY.
2. ALL EXISTING STRUCTURES AND WALLS WITHIN THE PROPOSED DISTURBED AREA TO BEDEMOLISHED UNLESS OTHERWISE NOTED.
3. ALL EXISTING TREES WITHIN THE PROPOSED DISTURBED AREA TO BE REMOVED AND THEAREA CLEARED / GRUBBED UNLESS OTHERWISE NOTED.
4. IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY TO BE REMOVED PER SEPARATE PERMIT.
5. HARDSCAPE SHALL DRAIN AWAY FROM PROPOSED STRUCTURE AT MINIMUM OF 2.0% FOR
10 FEET, AND LANDSCAPE FOR A MINIMUM OF 5.0% IN ACCORDANCE WITH THE 2022
CALIFORNIA BUILDING CODE
EXISTING EASEMENTS
SEE SHEET 6 FOR EXISTING EASEMENTSPROPOSED EASEMENTS
SEE SHEET 6 FOR PROPOSED EASEMENTS
GRADING PLAN
MATCH LINE SEE SHEET 4 FOR CONTINUATION MASONRY WALL NOTE:
TW REPRESENTS FINISHED GRADE AT TOP OF WALL
REFER TO SHEET 9 FOR ACTUAL TOP OF WALL EL.
SEE SHEET 9 FOR WALL PROFILES & SHEET 25 FOR
WALL DETAILS & SCHEDULING
= COVERED PORTIONOF BUILDING
3
CURB & GUTTER DATA TABLE#BEARING / DELTA LENGTH RADIUS
166.42'-N 33° 57' 37" E1
REMARKS
6" C&G SDRSD G-2
STORM DRAIN NOTE:
ROUTING OF STORM DRAIN FROM INLETS AND RAISED PLANTERS
WITHIN COURTYARD PER SEPARATE BUILDING PLANS
TYPE SIZE OWNERSHIPBIOFILTRATION BASINBF-1 (BMP 1)268 SF VILLAGE II, LLC
BIOFILTRATION BASINBF-1 (BMP 3)235 SF VILLAGE II, LLC
BIOFILTRATION BASIN
BF-1 (BMP 4)443 SF VILLAGE II, LLC
BIOFILTRATION BASIN
BF-1 (BMP 6)164 SF VILLAGE II, LLC
BIOFILTRATION BASIN
BF-1 (BMP 7)615 SF VILLAGE II, LLC
BIOFILTRATION BASIN
BF-1 (BMP 11)225 SF VILLAGE II, LLC
BIOFILTRATION BASIN
BF-1 (BMP 12)271 SF VILLAGE II, LLC
TIER 4 OR DIESEL CONSTRUCTION EQUIPMENT
WITH DIESEL PARTICULATE FILTERS SHALL BE
UTILIZED FOR ALL CONSTRUCTION ACTIVITIES.
MBI
Docusign Envelope ID: 80580EBA-0B98-4A23-805B-92DA4A186898
1/23/2025
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X X X X X X X X X X X X X
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
G
GGGGGGGGG
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
W
W
W
W
W
W
W
W
SD
SD
SD
SDSD
SD
SD
SD
SD
SD
SDSD
SD SD SD SD
SDSDSD
SDSD
SD
E
E
E
E
E
E
E E E E E E E E E E E E
W
W
W
W
SDSD
70
69
69
69
69
69
68
65
64
6
4
64
64
63
63
63
63
63
63
CONCPAD
69.16 TC68.81 FL
69.52 TC69.16 FL
69.08 TC68.56 FL
69.50 TC69.23 FL
69.58 TC69.50 FL
69.30 TC68.80 FL
69.12 TC68.70 FL
68.94 TC68.54 FL
70.75 TW
70.77 TW
70.83 TW
70.79 TW
70.79 TW
70.31 TW
74.23 TW
74.24 TW
69.59 TW
74.36 TW
69.54 TW
69.54 TW
65.17 TC64.85 FL
68.54
68.69
68.63
69.38
69.43
69.55
69.44
69.51
69.39
69.42
69.39
69.38
69.42
69.26
69.29
69.17
69.10
68.76
69.45
62
.
5
3
62.93
62.55
63.09
62.1
63.8 64.4
64.563.862.7
63.3 63.7 64.2
64.763.363.6
63.2362.91
62.71
64.91
8"TD(4)
8"TD (4)
10"TD
10"
T
D
6"TD
16"TP
11"TP 11"TP
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X X X X X X X X
X
XXXXXXXXXX
XXX
XX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
E
E
E
E
E
E
E E E E E E E E E E E E
HO
P
E
A
V
E
N
U
E
N
1
1
°
0
2
'
0
1
"
E
1
3
7
.
5
6
'
L=47.12'
R=60.00'
D=45°00'00"
(65.0 FS)
(62.9 FG)
68.0 TW
(65.0 BW)
EXISTING PARKING
TO REMAIN
66.5 TW65.5 TW @FG(63.9 BW@FG)
H=2.6 FT
66.5 TW
65.5 TW@FG
(63.6 BW@FG)H=2.9FT
66.0 TW(62.6 BW@FG)
66.0 TW
62.5 BW
66.0 TW(62.5 BW@FG)
EXISTING 18" H.D.PE.
STORM DRAIN @0.3%PER DWG 515-5A
68.0 FG
68.0 FG
67.5 TG65.0 IE
67.4 TG65.3 IE
68.7 TC68.2 FL
68.5 TC68.0 FL
68.55 FS
68.0 TW66.0 BW
62.5 FS
68.45 TC
68.95 TC
68.45 FL
69.05 TC
68.65 FL
5
4
3
2
2
68.0 FG
72.0 TW
71.0 TW@FG
68.5 BW@FG
72.4 TW
70.9 TW@FG68.5 BW@FS
66.5 TW
65.5 TW@FG
(62.9 BW@FG)
H=3.6 FT
68.0 TW66.0 BW@FG
68.0 TW65.5 BW
68.0 TW65.5 BW
(64.0 FL)
(63.2 FL)
(63.0 FL)
(62.7 FL)
BMP 10
65.5 FG
A=555 SF
68.0 TW
66.0 BW
APPROX. LOCATIONOF PROPOSEDTRANSFORMER
ROOF DOWN
SPOUT (TYP.)
(67.9 FS)
EXISTING FIRE HYDRANTTO BE REMOVED
69.3 TC
68.8 FL
68.1 FS
PROP. COMPACTPARKING
EXISTING PARKINGTO REMAIN
LA
LA
LA
BMP 9
70.9 FG
A=253 SF
BMP 871.0 FG
A=400 SF 69.5 TC69.0 FL
8.9%
10.2%
68.6 TC
68.1 FL
68.8 TC
68.3 FL
(68.84 FS)
1.0%
GB
1.7
%
0.
6
%
2.
8
%
68.65 FS
8
68.0 FS
10 STEPS;5.5' RISE
68.55 FS
BUILDING
PROJECTION(TYP.)
N
3
3
°
5
7
'
2
9
"
E
4
2
6
.
7
5
'
N
3
3
°
5
7
'
5
9
"
W
2
0
9
.
9
4
'
1
INTERIOR CORRIDOR
IN
T
E
R
I
O
R
C
O
R
R
I
D
O
R
IN
T
E
R
I
O
R
C
O
R
R
I
D
O
R
IN
T
E
R
I
O
R
C
O
R
R
I
D
O
R
EXISTING LIGHT POLE
TO REMAIN
EXISTING LIGHT POLE
TO REMAIN
HIDDEN LINE REPRESENTSPARKING STRUCTURE BELOW(TYP.)
EXISTING PCC RIBBONGUTTER TO REMAIN
EXISTING LIGHT POLETO REMAIN
EXISTING PCCCURB TO REMAIN
EXISTING PCC CURB TO
REMAIN
7
6" PVC OUTLET PIPE; 62.9 IE OUT
67.6 TG65.9 IE
67.5 TG66.3 IE
67.4 TG66.0 IE 67.9 TG66.15 IE
2.
0
%
MI
N
.
1ST FF = 68.6METER
ROOM
2.
0
%
MI
N
.
5.
4
'
10
.
3
'
ST
B
K
11
.
3
'
LA LA
68.5 FG
13
24
.
0
'
5.0
'
13.0'
ST
B
K
14
.
8
'
LA
LA
LA
(62.5 FS)
(62.7 FS)
13.
4
'
4.0'
2
3
4
5
7
8
9
10
11
LA
17
65.8 IE
65.8 IE
68.3 TG66.8 IE 68.3 TG66.95 IE
68.3 TG
66.85 IE
2.0%
MIN.
EXISTING PCC CURB AND
GUTTER TO REMAIN
EXISTING LIGHT POLE TO
REMAIN
CONNECT TO
EXISTING 18" HDPE
STORM DRAIN;
(64.20 IE @MAIN)
72.33 TG67.0 IE
72.23 TG66.7 IE
2.0
%
MI
N
.
68.5 FS
2.
0
%
MI
N
.
69.5 TC
69.0 FL
68.7 TC68.2 FL
68.1 TG
66.8 IE
INTERIOR CORRIDOR
68.7 FG
68.9 FS
GB
12
12
12
12
12
12
12
12
68.0 TW66.0 BW
2.0%
11
11
68.0 TW65.5 BW
BMP 5
71.0 FGA=264 SF
69.1 FS
68.8 TG
67.4 IE12
67.8 TG66.7 IE 12 68.2 TG66.95 IE12
68.5 FS
BMP 2
71.0 FG
A=317 SF
COURT YARD
68.5 FS
COURT YARD
68.5 FS POOL
8
8
LEASING OFFICE
ROOF DOWN
SPOUT (TYP.)
PORTION OF EXISTING
RETAINING WALL TO REMAIN
68.2 TG
68.2 TG
68.2 TG
68.2 TG
12
12
12
12
68.2 TG 12
68.3 FG
68.45 FS 68.45 FS
68.4 FS
68.3 FS
68.55 FS
66.25 TG
63.0 IE 11
71.83 TG 11
72.0 TW71.0 TW@FG68.5 BW@FG
72.0 TW
71.0 TW@FG
68.5 BW@FG
72.0 TW
71.0 TW@FG68.5 BW@FG
71.83 TG11
72.7 TW
71.0 TW@FG
68.6 BW@FS
72.5 TW
71.0 TW@FG
69.05 BW@FS
15
15
72.4 TW
70.9 TW@FG
69.2 BW@FS68.7 FS
71.83 TG 11
67.8 FG
67.8 FG
5.0%
MIN.
5.0%
MIN.
21
22
22
FENCING PER SEPARATELANDSCAPE PLANS (TYP.)
21
67.8 FG
1717
65.5 IE
68.0 TW(64.4 BW)
68.0 TW68.0 BW
68.0 TW
(64.4 BW)
68.0 TW
68.0 BW
(64.4 FS)
7 STEPS;
0.58' RISE
0.96' RUN
68.45 FS
29
29
68.0 TW
66.0 BW@FG
ROOF DOWN
SPOUT (TYP.)
1ST FF = 68.60
1ST FF = 68.60
1ST FF = 68.60
1ST FF = 68.60
72.0 TW
71.0 TW@FG
68.5 BW@FG
68.3 TG
66.0 IE
68.3 RIM
66.6 IE20
68.1 TG66.55 IE12
68.3 RIM
66.4 IE20
12
BUILDING
PROJECTION
(TYP.)
E
C
C
E
(68.7 GUT)
(68.6 FL)
(69.0 TC)(68.5 FL)
(69.25 TC)
(68.75 FL)
(69.35 TC)(68.85 FL)
69.65 TC(69.15 FL)
(69.1 FS)
(68.3 FS)
(1.
8
%
)
(1.
0
%
)
(68.3 FS)
GRADE BREAK;
(68.6 GUT)
REMOVE & REPL;ACE
2,100 SF OF AC
PAVEMENT
LA
LA
LA
LA
68.5 FS
68.5 FS
LIMITS OF PARKING
STRUCTURE BELOW(TYP.)
15
15
15
15
67.8 FG
29
68.95 TC68.45 FL
72.5 TW
71.0 TW@FG69.0 BW@FS
72.5 TW
71.0 TW@FG
69.0 BW@FS
72.5 TW
71.0 TW@FG
68.5 BW@FS
72.4 TW70.9 TW@FG68.9 BW@FS
2.0
%
MI
N
.
2.0
%
MI
N
.
6
68.5 FS
68.5 FS
68.5 FS
68.5 FS
68.5 FS
68.5 FS
EXISTING GASSERVICE TOREMAIN
NEW PRIMARY CONDUITRUN PER SDGE WORK
ORDER #300000611383
EXISTING CURB ANDLANDSCAPING TO BE REMOVEDAND REPLACED WITHIN LIMITSOF CONDUIT TRENCH
18
0.55' PUB. ST. AND UTILITYDEDICATION PER MAP NO.______
22
69.8 TC
69.3 FL
68.3 FS
68.3 FS
68.1 TG66.95 IE
69.75 TC
69.25 FL
69.7 TC
69.2 FL
4.3%
69.7 TC
69.2 FL4.5%
66.85 IE
27.0'
30.0'
0.
8
%
0.6%
24
F
F
12
25
SEE PED RAMP DETAIL ASHEET 11
67.4 TG
65.85 IE12
8" PVC STORMDRAIN
25DRAIN
27
21
69.65 TC
69.15 FL
68.4 FS
68.6 TC
67.4 FL
72.5 TW
71.0 TW@FG
69.1 BW@FS
68.8 TC67.5 FL
PVT FIRE SERVICE PER
SEPARATE PRIVATE UTILITY
PLAN / FIRE UNDER GROUNDPLAN
68.75 FS
65.8 IE
LA
68.5 FG
68.3 TG67.2 IE12
1 EXISTING SURVEY MONUMENT TO BE PROTECTED IN PLACE.
MONUMENTS DISTURBED OR DESTROYED SHALL BE REPLACED
BY A LICENSED LAND SURVEYOR AND A CORNER RECORD
SHALL BE FILED WITH THE COUNTY RECORDER
CONSTRUCT MASONRY RETAINING WALL PER SHEET 25; SEE
MASONRY RETAINING WALL NOTE THIS SHEET
CONSTRUCT 6" PCC CURB PER SDRSD G-1
CONSTRUCT 6" PCC CURB AND GUTTER PER SDRSD G-2
SAWCUT AC PAVEMENT PER DETAIL SHEET 11
CONSTRUCT PCC RIBBON GUTTER PER DETAIL SHEET 1
CONSTRUCT 4" PCC WALKWAY PER GEOTECH
RECOMMENDATIONS
INSTALL DECORATIVE PAVERS PER SEPARATE LANDSCAPE
PLAN
200-FT SIGHT DISTANCE VIEW CORRIDOR PER CALTRANSHIGHWAY DESIGN MANUAL
7.5-FT X 7.5-FT CLEAR ZONE
2
3
4
5
6
7
8
9
10
CONSTRUCTION NOTES INSTALL EMERGENCY OVERFLOW BROOKS BOX FOR RAISED
PLANTER BIOFILTRATION BASIN; SEE DETAIL SHEET 11
INSTALL 12" X 12" AREA DRAIN BY NDS OR APPROVED EQUAL
INSTALL 12" TRENCH DRAIN BY NDS OR APPROVED EQUAL
CONSTRUCT MODIFIED TYPE A4 CLEANOUT PER SDRSD D-9 W/
CURB OUTLET PER D-25 SEE DETAIL SHEET 11
INSTALL TRASH CAPTURE BMP FROG CREEK MUNDUS BAG TTC
OR APPROVED EQUAL
CONSTRUCT 3" PVC SIDEWALK UNDER DRAIN @2.0% PER
SDRSD D-27
INSTALL RIP RAP ENERGY DISSIPATER PER SDRSD D-40; ROCKCLASS = No.2 BACKING T = 1.1-FT; FILTER FABRIC PER TABLE200-1.7 IN THE SAN DIEGO REGIONAL SUPPLEMENT TO GREENBOOK
TRENCHING AND RESURFACING PER CITY OF CARLSBAD GS-26
& GS-28
INSTALL TREE WELL BMP SEE DETAIL SHEET 11
INSTALL 6" STORM DRAIN CLEANOUT BY NDS OR APPROVEDEQUAL
11
12
13
14
15
16
17
18
19
20
CONSTRUCT WALL AND FOUNDATION OF RAISED PLANTER
BMPS PER SEPARATE BUILDING PLANS CBR2024-0862; REFER
TO SEPARATE LANDSCAPE PLANS FOR COLOR AND FINISH. SEE
RAISED BMP PLANTER DETAIL SHEET 11 FOR REMAINING BMP
DETAILS
CONSTRUCT WALL AND FOUNDATION OF RAISED PLANTER(NON-BMP) PER SEPARATE BUILDING PLANS CBR2024-0862;REFER TO SEPARATE LANDSCAPE PLANS FOR COLOR FINISH
AND REMAINING DETAILS
INSTALL PERVIOUS PAVERS PER DETAIL SHEET 11
CONSTRUCT TYPE D-3 PCC PED RAMP PER SDRSD G-31 W/
TRUNCATED DOMES PER G-30 SEE DETAIL A SHEET 11
STORM DRAIN POC FROM PODIUM SLAB SEE SEPARATEBUILDING PLANS CBR2024-0862 SHEET P6.0 FOR CONTINUATION
CONSTRUCT 12"X12" BROOKS BOX CLEANOUT OR APPROVEDEQUAL WITH INTERLOCKING LID
INSTALL 6" SOLID WALL PIPE FLOW SPREADER W/ FLOW
CONTROL; CONNECT 2" PVC PIPE 5-FT O.C. TO FLOW SPREADER
TO DISCHARGE THROUGH RETAINING WALL 62.8 IE
CONNECT TO EXISTING 18" HDPE STORM DRAIN WITHCONCRETE LUG PER SDRSD D-63
21
22
23
24
25
26
27
28 CONSTRUCT WALL AND FOUNDATION OF RAISED
PLANTER BMP PER DETAIL 16 SHEET 25
29
J:\ACTIVE JOBS\3802 WERMERS\CIVIL\DRAWING\GRADING PLANS
PA
S
C
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,
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A
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E
T
,
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I
T
E
R
&
A
S
S
O
C
I
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T
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S
19
1
1
S
A
N
D
I
E
G
O
A
V
E
N
U
E
,
S
A
N
D
I
E
G
O
,
C
A
9
2
1
1
0
PH
:
(
8
5
8
)
2
5
9
-
8
2
1
2
F
A
X
:
(
8
5
8
)
2
5
9
-
4
8
1
2
REVIEWED BY:
DATEINSPECTOR
DATE
"AS BUILT"
ENGINEERING DEPARTMENT
RCE EXP.
BAK
SDP 2022-0006
25
GR 2023-0044
546-4A
HOPE APARTMENTS
HOPE AVENUE
CT 2022-0001
PLSA 3802
PLAN VIEW - GRADING PLAN
SCALE: 1" = 10' HORIZONTAL
GRADING PLAN
CONTINUATION LINE SEE SHEET 5 FOR CONTINUATION
CONTINUATION LINE SEE SHEET 3 FOR CONTINUATION
4
GRAPHIC SCALE: 1" = 10'
0 10'20'30'
SEE SHEET 6 FOR EXISTING EASEMENTSPROPOSED EASEMENTS
SEE SHEET 6 FOR PROPOSED EASEMENTS = COVERED PORTION
OF BUILDINGCURB & GUTTER DATA TABLE#BEARING / DELTA LENGTH RADIUS
D = 90.0°7.85'5.0'2
REMARKS
3 9.38'N 55° 27' 00" E -
4 9.38'N 56° 01' 44" E -
5 7.85'5.0' D = 90.0°
EXISTING EASEMENTS
SITE NOTES
SEE SITE NOTES ON SHEET 3
6" CURB SDRSD G-1
6" CURB SDRSD G-1
6" CURB SDRSD G-1
6" CURB SDRSD G-1
6 9.51'N 33° 57' 59" W -6" CURB SDRSD G-1
7 37.70D = 45.00°48.0'6" CURB SDRSD G-1
8
9
80.01'N 01° 02' 01" E -
10
7.90'
11
12.96'N 78° 29' 47" W -6" C&G SDRSD G-2
-
D = 90.0° 28' 12"5.0'
50.0'N 11° 02' 23" E -6" C&G SDRSD G-2
STORM DRAIN NOTE:
ROUTING OF STORM DRAIN FROM INLETS AND RAISED PLANTERS
WITHIN COURTYARD PER SEPARATE BUILDING PLANS
TYPE SIZE OWNERSHIPBIOFILTRATION BASINBF-1 (BMP 2)317 SF VILLAGE II, LLC
BIOFILTRATION BASINBF-1 (BMP 4)443 SF VILLAGE II, LLC
BIOFILTRATION BASIN
BF-1 (BMP 8)400 SF VILLAGE II, LLC
BIOFILTRATION BASIN
BF-1 (BMP 9)253 SF VILLAGE II, LLC
BIOFILTRATION BASIN
BF-1 (BMP 10)555 SF VILLAGE II, LLC
BIOFILTRATION BASIN
BF-1 (BMP 5)264 SF VILLAGE II, LLC
TIER 4 OR DIESEL CONSTRUCTION EQUIPMENT
WITH DIESEL PARTICULATE FILTERS SHALL BE
UTILIZED FOR ALL CONSTRUCTION ACTIVITIES.
6" CURB SDRSD G-1
6" CURB SDRSD G-1
MASONRY WALL NOTE:
TW REPRESENTS FINISHED GRADE AT TOP OF WALL
REFER TO SHEET 9 FOR ACTUAL TOP OF WALL EL.
SEE SHEET 9 FOR WALL PROFILES & SHEET 25 FOR
WALL DETAILS & SCHEDULING
MBI
Docusign Envelope ID: 80580EBA-0B98-4A23-805B-92DA4A186898
1/23/2025
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
G
D
D
D
D
SSS
EE E
E
E
C
WW W
W
W
W
W
W
W
W
W
W
W
W
W
G
G
OE
OE
OE
OE
SD
SD
SD
SD
SD
S
D
S
D
SD
SD
W
W
W
W
W
W
W
W
SD
E
E
W
W
W
W
W
W
W
W
W
W
W
RAMP
6
9
69
68
68
68
67
66
65
65
65
65
65
65
65
65
65
65
6
4
6
4
64
63
MON.WELL
68.30 TC68.27 FL
68.64 TC68.19 FL
68.44 TC68.03 FL
68.17 TC67.74 FL
68.09 TC
67.70 FL
68.58 TC68.16 FL
68.34 TC67.95 FL
68.36 TC67.93 FL
68.70 TC68.28 FL
68.53 TC68.08 FL
68.76 TC68.76 FL
68.75 TC68.31 FL67.95 TC67.90 FL
67.41 TC67.31 FL
65.86 TC65.80 FL
65.20 TC64.71 FL63.18 TC62.73 FL
63.29 TC63.25 FL
67.58 TC67.08 FL
67.88 TC67.44 FL
67.89 TC67.51 FL
68.74 TC68.24 FL
67.96 TC67.56 FL
68.45 TC68.00 FL
68.87 RIM
68.33 RIM
68.30 RIM
68.29 RIM
64.94 RIM
68.82 TW
65.22 TW
65.33 TW
68.77 TW
68.70 TW
66.06 TC65.77 FL
65.68 TC65.36 FL
65.11 TC64.64 FL
65.81 TC65.50 FL
68.21
68.63
67.49
68.22
68.18
62.84
62.95 65.33
64.35
63.36
63.27
64.15 64.47 65.06
9"TP
9"TP
9"TP
7"TD4"TD
11"TP 11"TP
65
66
67
E
E
67
CARLSBAD VILLAGE DRIVE
SEE DWG 546-4 FOR RIGHT-OF-WAY IMPROVEMENTS
PCL 1
PM 2868
APN: 203-320-40
N
3
3
°
5
6
'
4
6
"
W
6
1
.
9
0
'
1
PORT. PARCEL A
APN: 203-320-50
HO
P
E
A
V
E
N
U
E
L=43.20'
R=55.00'
D=45°00'00"
EXISTING FIREHYDRANT TO REMAIN
EXISTING POWER
POLE TO REMAIN
EXISTING PCCDRIVEWAY
END PCC CURB ANDGUTTER MATCH TO
EXISTING; (68.8 TC); (68.3 FL)
EXISTINGSTRUCTURETO REMAIN
EX SD CO PER DWG 515-5A(RIM: 68.34)(IE: 63.37)
EXISTING MODULAR
WETLAND SYSTEM PER DWG515-5A
68.45 TC67.95 FL
5
4
EXISTING PCC CURBAND GUTTER TO REMAIN
EXISTING PARKINGSTALL TO REMAIN
EXISTING PAVERS TO
REMAIN
EXISTING SIGN
TO REMAIN
(65.3 FL)
(64.7 FL)
(64.7 FL)(64.2 FL)
WHEEL STOP
(TYP.)
N 55°58'09" E 35.02'
N 56°51'49" E 162.88'
N
3
3
°
5
7
'
2
9
"
E
4
2
6
.
7
5
'
N 33° 58' 05" E2.98'
GB
68.7 TC
68.2 FL
67.5 FG
MATCH TO EX.;
(67.8 FS)
67.75 FS
MATCH TO EX.;
(67.65 FS)(67.9 TC)67.6 FS
1.0%
68.4 TC
67.9 FL
MATCH TO EX.;
(68.6 TC)
(68.1 FL)
68.7 TC
68.2 FL
3.
0
'
67.85 FS 67.8 TC
67.8 FS
67.75 TC67.75 FS
1.
0
%
68.25 TC67.85 FL
7.
5
%
68.3 FS
68.6 FS
68.65 FS
68.5 FS
1.
0
%
0.6%
1.0%
0.
7
%
4.5'
6.
0
'
3.
0
'
5.0'
PORTION OF EXISTING
RETAINING WALL TO
BE REMOVED
67.6 TC
67.1 FL
0.
6
%
0.
8
%
1.0%
1.
0
%
6.
0
'
67.65 TC
67.55 FS67.7 FS
67.6 TC67.6 FS
68.0 TC67.5 FL
5.
8
%
68.05 FS
0.
8
%
67.8 TC67.3 FL
67.85 FS
1.3%
68.45 FS 4
3
23
N 1
1
°
0
2
'
0
1
"
E
1
3
7
.
5
6
'
5
5
5
MATCH TO EXISTING;(65.75 FS)
3:1
3:1
3:1
3:1
RECONFIGURE EXISTINGBMP 66.6 FG SEE DETAILSHEET 11; 16 SF
67.7 FG
(68.0 FG)
4 WHEEL
STOP (TYP.)
3
66.4 TC
(65.9 FS)
66.2 TC
(65.7 FS)
33333
66.1 TC
(65.6 FS)
65.9 TC
(65.4 FS)
65.55 TC
(65.05 FS)
65.4 TC
(64.9 FS)
65.1 TC
(64.6 FS)
65.0 TC
(64.5 FS)
65.7 TC
(64.2 FS)
64.55 TC
(64.05 FS)
64.3 TC
(63.8 FS)
64.2 TC(63.7 FS)
64.25 TC
63.75 FS
64.65 TC
64.15 FS
65.05 TC
64.55 FS
65.5 TC
65.0 FS
66.05 TC
65.55 FS
66.9 TG(63.66 IE)
66.83 TG63.8 IE
RECONFIGURE EXISTING
BMP 66.33 FG SEE DETAIL
SHEET 11; 76 SF
EXISTING PCCCURB TO REMAIN
PORTION OF EXISTING
RETAINING WALL TOREMAIN
EXISTING LIGHT POLE
TO REMAIN
EXISTING RETAININGWALL TO REMAIN
67.0 TOP OFSLOPE
6
EXISTING STORM DRAIN CLEANOUT
W/ PUMP PER DWG 515-5A TO REMAIN;
(68.2 RIM) (IE IN 63.5) (IE OUT 65.06)
EXISTING
ELEC. UTILITY
TO REMAIN
EXISTING PCC
CURB AND
GUTTER TOREMAIN
(67.9 TC)
67.55 FS
EXISTING PCC
CURB TO REMAIN
EXISTING PCCCURB TO REMAIN
EXISTING 18" HDPESTORM DRAIN PER
DWG 515-5A
EXISTING 18" PVCSTORM DRAIN PERDWG 515-5A
EXISTING 8" PVCSTORM DRAIN PER
DWG 515-5A
EXISTING LIGHT
POLE TO REMAIN
55
555
EXISTING PCCCURB TOREMAIN
EXISTING LIGHT POLETO REMAIN
EXISTING GASSERVICE TO REMAIN
11
12
13
11
LA
18
CONNECT TO
STORM DRAIN;
(63.65 IE @MAIN)
19
68.1 TG67.1 IE
68.4 RIM66.95 IE
68.1 TG66.8 IE
12
12
20
17.5'
(68.86 TW)
68.45 TW@FS(65.6 BW)
(68.8 TW)
(67.8 BW)
1.7
%
C
MATCH TO EXISTING;(65.3 FS)
MATCH TO EXISTING;
(65.5 FS)
MATCH TO EXISTING;
(66.5 FS)
22 22
CONNECT BROOKS
BOXES WITH 10" PVC SD
23
67.65 FS
(68.3 FS)
67.9 FG
64.05 IE
OUT
EXISTINGTRANSFORMER TOREMAIN
NEW PRIMARY CONDUITRUN PER SDGE WORK
ORDER #300000611383; SEE
CONTINUATION SHEET 4
EXISTING TRASH
ENCLOSURE TO
REMAIN
APPROX. LOCATIONEXIST GAS METER TOREMAIN
24
EXISTING SIGN TO
BE RELOCATED
EXISTING GUY WIRE TO
BE RELOCATED PERSDGE WORK ORDER#300000611402
RELOCATED GUY WIRE
PER SDGE WORK
ORDER #300000611402
RELOCATED SIGN PER
DWG 546-4
28
0.55' PUB. ST. AND UTILITY
DEDICATION PER MAP NO.______
63.95 IE
PLAN
PVT DOMESTIC WATERSERVICE PER SEPARATEPRIVATE UTILITY PLAN
1 EXISTING SURVEY MONUMENT TO BE PROTECTED IN PLACE.
MONUMENTS DISTURBED OR DESTROYED SHALL BE REPLACED
BY A LICENSED LAND SURVEYOR AND A CORNER RECORD
SHALL BE FILED WITH THE COUNTY RECORDER
CONSTRUCT MASONRY RETAINING WALL PER SHEET 25; SEE
MASONRY RETAINING WALL NOTE THIS SHEET
CONSTRUCT 6" PCC CURB PER SDRSD G-1
CONSTRUCT 6" PCC CURB AND GUTTER PER SDRSD G-2
SAWCUT AC PAVEMENT PER DETAIL SHEET 11
CONSTRUCT PCC RIBBON GUTTER PER DETAIL SHEET 1
CONSTRUCT 4" PCC WALKWAY PER GEOTECH
RECOMMENDATIONS
INSTALL DECORATIVE PAVERS PER SEPARATE LANDSCAPE
PLAN
200-FT SIGHT DISTANCE VIEW CORRIDOR PER CALTRANSHIGHWAY DESIGN MANUAL
7.5-FT X 7.5-FT CLEAR ZONE
2
3
4
5
6
7
8
9
10
CONSTRUCTION NOTES INSTALL EMERGENCY OVERFLOW BROOKS BOX FOR RAISED
PLANTER BIOFILTRATION BASIN; SEE DETAIL SHEET 11
INSTALL 12" X 12" AREA DRAIN BY NDS OR APPROVED EQUAL
INSTALL 12" TRENCH DRAIN BY NDS OR APPROVED EQUAL
CONSTRUCT MODIFIED TYPE A4 CLEANOUT PER SDRSD D-9 W/
CURB OUTLET PER D-25 SEE DETAIL SHEET 11
INSTALL TRASH CAPTURE BMP FROG CREEK MUNDUS BAG TTC
OR APPROVED EQUAL
CONSTRUCT 3" PVC SIDEWALK UNDER DRAIN @2.0% PER
SDRSD D-27
INSTALL RIP RAP ENERGY DISSIPATER PER SDRSD D-40; ROCKCLASS = No.2 BACKING T = 1.1-FT; FILTER FABRIC PER TABLE200-1.7 IN THE SAN DIEGO REGIONAL SUPPLEMENT TO GREEN
BOOK
TRENCHING AND RESURFACING PER CITY OF CARLSBAD GS-26
& GS-28
INSTALL TREE WELL BMP SEE DETAIL SHEET 11
INSTALL 6" STORM DRAIN CLEANOUT BY NDS OR APPROVEDEQUAL
11
12
13
14
15
16
17
18
19
20
CONSTRUCT WALL AND FOUNDATION OF RAISED PLANTER
BMPS PER SEPARATE BUILDING PLANS CBR2024-0862; REFER
TO SEPARATE LANDSCAPE PLANS FOR COLOR AND FINISH. SEE
RAISED BMP PLANTER DETAIL SHEET 11 FOR REMAINING BMP
DETAILS
CONSTRUCT WALL AND FOUNDATION OF RAISED PLANTER(NON-BMP) PER SEPARATE BUILDING PLANS CBR2024-0862;REFER TO SEPARATE LANDSCAPE PLANS FOR COLOR FINISH
AND REMAINING DETAILS
INSTALL PERVIOUS PAVERS PER DETAIL SHEET 11
CONSTRUCT TYPE D-3 PCC PED RAMP PER SDRSD G-31 W/
TRUNCATED DOMES PER G-30 SEE DETAIL A SHEET 11
STORM DRAIN POC FROM PODIUM SLAB SEE SEPARATEBUILDING PLANS CBR2024-0862 SHEET P6.0 FOR CONTINUATION
CONSTRUCT 12"X12" BROOKS BOX CLEANOUT OR APPROVEDEQUAL WITH INTERLOCKING LID
INSTALL 6" SOLID WALL PIPE FLOW SPREADER W/ FLOW
CONTROL; CONNECT 2" PVC PIPE 5-FT O.C. TO FLOW SPREADER
TO DISCHARGE THROUGH RETAINING WALL 62.8 IE
CONNECT TO EXISTING 18" HDPE STORM DRAIN WITHCONCRETE LUG PER SDRSD D-63
21
22
23
24
25
26
27
28
CONSTRUCT WALL AND FOUNDATION OF RAISED
PLANTER BMP PER DETAIL 16 SHEET 25
29
J:\ACTIVE JOBS\3802 WERMERS\CIVIL\DRAWING\GRADING PLANS
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REVIEWED BY:
DATEINSPECTOR
DATE
"AS BUILT"
ENGINEERING DEPARTMENT
RCE EXP.
BAK
SDP 2022-0006
25
GR 2023-0044
546-4A
HOPE APARTMENTS
HOPE AVENUE
CT 2022-0001
PLSA 3802
PLAN VIEW - GRADING PLAN
SCALE: 1" = 10' HORIZONTAL
GRADING PLAN
CONTINUATION LINE SEE SHEET 4 FOR CONTINUATION
5
GRAPHIC SCALE: 1" = 10'
0 10'20'30'
SITE NOTES
1. EXISTING SURVEY MONUMENTS TO BE PROTECTED IN PLACE. IF A MONUMENT IS
DISTURBED OR DESTROYED, IT SHALL BE REPLACED BY A LICENSED LAND SURVEYOR AND
A CORNER RECORD OF SURVEY SHALL BE FILED WITH COUNTY.
2. ALL EXISTING STRUCTURES AND WALLS WITHIN THE PROPOSED DISTURBED AREA TO BEDEMOLISHED UNLESS OTHERWISE NOTED.
3. ALL EXISTING TREES WITHIN THE PROPOSED DISTURBED AREA TO BE REMOVED AND THEAREA CLEARED / GRUBBED UNLESS OTHERWISE NOTED.
4. IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY TO BE REMOVED PER SEPARATE PERMIT.
5. HARDSCAPE SHALL DRAIN AWAY FROM PROPOSED STRUCTURE AT MINIMUM OF 2.0% FOR
10 FEET, AND LANDSCAPE FOR A MINIMUM OF 5.0% IN ACCORDANCE WITH THE 2022
CALIFORNIA BUILDING CODE
SEE SHEET 6 FOR EXISTING EASEMENTS
PROPOSED EASEMENTS
SEE SHEET 6 FOR PROPOSED EASEMENTS
= COVERED PORTION
OF BUILDING
CURB & GUTTER DATA TABLE#BEARING / DELTA LENGTH RADIUS REMARKS
12
50.0'N 11° 02' 23" E -
13
9.96'N 78° 57' 59" W -
7.70'5.0' D = 90.0°
6" C&G SDRSD G-2
6" C&G SDRSD G-2
6" C&G SDRSD G-2
EXISTING EASEMENTS STORM DRAIN NOTE:
ROUTING OF STORM DRAIN FROM INLETS AND RAISED PLANTERS
WITHIN COURTYARD PER SEPARATE BUILDING PLANS
TIER 4 OR DIESEL CONSTRUCTION EQUIPMENT
WITH DIESEL PARTICULATE FILTERS SHALL BE
UTILIZED FOR ALL CONSTRUCTION ACTIVITIES.
11
MASONRY WALL NOTE:
TW REPRESENTS FINISHED GRADE AT TOP OF WALL
REFER TO SHEET 9 FOR ACTUAL TOP OF WALL EL.
SEE SHEET 9 FOR WALL PROFILES & SHEET 25 FOR
WALL DETAILS & SCHEDULING
MBI
Docusign Envelope ID: 80580EBA-0B98-4A23-805B-92DA4A186898
1/23/2025
9"TP9"TP
9"TP9"TP
7"TD4"TD
8"TD(4)
8"TD (4)
10"TD
12"TD
14"
T
D
10
"
T
D
10"TD
6"TD
6"TD
16"TC
42"TC
16"TC
15"TC
12"TC
16"TP
16"TP
16"TP
16"TP
11"TD 11"TD
12"TD
11"TD 11"TD
12"TD
11"TP 11"TP
X X X X
X
X
X
XXXX
X
X
X
X
X
X
X
X X X X X X X
X
X
E
EEE E
E
E
E
C
C
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RA
M
P
WOOD WALL
CONCPAD
MON. WELL
GEO GRIDTRANS PAD
MON.WELL
EXISTING1 STORYBUILDING
EXISTINGMULTI STORYBUILDING
EXISTINGMULTI STORYBUILDING
EXISTINGMULTI STORYBUILDING
EXISTINGMULTI STORYBUILDING
EXISTINGMULTI STORYBUILDING
EXISTING1 STORYBUILDING
EXISTING1 STORYBUILDING
W
W
W
W
W
W
W
CARLSBAD VILLAGE DRIVE
SEE DWG 546-4 FOR RIGHT-OF-WAY IMPROVEMENTS
HO
P
E
A
V
E
N
U
E
GRAND AVENUE
SEE DWG 546-4 FOR RIGHT-OF-WAY IMPROVEMENTS
PARCEL APM 21619APN: 203-320-50 & -52-00
10'10'
20'
30
'
30
'
60
'
BLOCK 67
MAP 775
12
11
10
13
9
17
16
4
1
6
B
9
10
11
8
7
6
7
2
3
3
EXISTING BUILDINGFOOTPRINT (TO
REMAIN)
6
A
5
14
15
18
A
D
C
50
'
PARCEL APM 21619APN: 203-320-50 & -52-00
21.3'
12'
9.45'
0.55'
13'
12.5'
LOT 1
MAP _____
25'
10' PUBLIC STREET AND
UTILITY EASEMENT TO CITY
OF CARLSBAD PER PM 21619
10
'
26.4'
9'
9'
5'18'
USPS
12
.
4
'
26.0'
26
.
0
'
106.6'
N
1
1
°
0
2
'
0
1
"
E
1
3
7
.
5
6
'
N 56° 00' 18" E
5.00'N 33° 57' 29" E15.00'
N 56°00'18" E 328.77'
N
3
3
°
5
6
'
4
6
"
W
6
1
.
9
0
'
Δ=65.41L=6.28'R=5.5'
L=47.12'R=60.00'D=45°00'00"
L=43.20'
R=55.00'
D=45°00'00"
N 55°58'09"
E 35.02'
N 56°51'49" E 162.88'
N
3
3
°
5
7
'
2
9
"
E
4
2
6
.
7
5
'
N 33° 58' 05" E2.98'
N
3
3
°
5
7
'
5
9
"
W
2
0
9
.
9
4
'
15
.
0
'
7.
5
'
12
.
0
'
15
.
0
'
19
8
AD
A
8'
GRAPHIC SCALE: 1" = 30'
0 30'60'90'
J:\ACTIVE JOBS\3802 WERMERS\CIVIL\DRAWING\GRADING PLANS
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REVIEWED BY:
DATEINSPECTOR
DATE
"AS BUILT"
ENGINEERING DEPARTMENT
RCE EXP.
BAK
SDP 2022-0006
25
GR 2023-0044
546-4A
HOPE APARTMENTS
HOPE AVENUE
CT 2022-0001
PLSA 3802
PLAN VIEW - EASEMENTS
SCALE: 1" = 30' HORIZONTAL
EX. & PROP. EASEMENTS
EXISTING FULL LEGAL DESCRIPTION
TITLE INFORMATION PROVIDED BY FIRST AMERICAN TITLE INSURANCECOMPANY, ORDER NO. NCS-1203111-ONT1, DATED 1/26/2024
PARCEL 1: APN: 203-320-02-00THAT PORTION OF TRACT 117 OF CARLSBAD LANDS, IN THE CITY OFCARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDINGTO MAP THEREOF NO. 1661, FILED IN THE OFFICE OF THE COUNTYRECORDER OF SAN DIEGO COUNTY, MARCH 1, 1915, DESCRIBED ASFOLLOWS:COMMENCING AT THE INTERSECTION OF THE NOTHWESTERLY LINE OF
ELM AVENUE, WHICH IS ALSO THE SOUTHEASTERLY LINE OF SAID TRACT
117, WITH THE WESTERLY LINE OF TACT NO. 119 ALONG THE
SOUTHEASTERLY LINE OF SAID TRACT NO. 117, A DISTANCE OF 1380.91
FEET TO A POINT; THENCE NORTH 34 DEG. 33' WEST, A DISTANCE OF
450.00 FEET TO A POINT IN THE SOUTHEASTERLY LINE OF THE CERTAINTRACT OF LAND CONVEYED TO AUGUSTA ASMUS BY DEED RECORDEDJULY 20, 1920 IN BOOK 824, PAGE 17 OF DEEDS, RECORDS OF SAIDCOUNTY; THENCE SOUTH 55 DEG. 27' WEST ALONG THE SOUTHEASTERLY
LINE OF SAID LAND SO CONVEYED TO SAID ASMUS, A DISTANCE OF 56.26
FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 55
DEG. 27' WEST ALONG SAID SOUTHEASTERLY LINE OF SAID ASMUS LAND
56.25 FEET; THENCE SOUTH 34 DEG. 33' EAST 140 FEET; THENCE NORTH 55
DEG. 27' EAST, 56.25 FEET TO INTERSECTION WITH A LINE WHICH BEARSSOUTH 34 DEG. 33' EAST FROM THE POINT OF BEGINNING; THENCE NORTH34 DEG. 33' WEST 140 FEET TO TRUE POINT OF BEGINNING.
PARCEL 2: APN: 203-320-20-00THAT PORTION OF TRACT 117 OF CARLSBAD LANDS, IN THE COUNTY OFSAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO.1661, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGOCOUNTY, MARCH 1, 1915. DESCRIBED AS FOLLOWS:
BEGINNING AT THE INTERSECTION OF THE CENTER LINE OF GRANDAVENUE WITH THE SOUTHWESTERLY BOUNDARY OF TRACT 117, ASSHOWN ON SAID MAP, SAID POINT BEING ALSO AN ANGLE POINT IN THESOUTHEASTERLY LINE OF THE LAND CONVEYED BY SOUTH COAST LANDCOMPANY, A CORPORATION TO AUGUSTA ASMUS, BY DEED DATED APRIL13, 1920 AND RECORDED IN BOOK 824, PAGE 17 OF DEEDS: THENCESOUTH 34 DEGREES 33' EAST ALONG THE SOUTHWESTERLY LINE OF SAIDTRACT 117, DISTANCE OF 140 FEET; THENCE NORTH 55 DEGREES 27' EAST50 FEET; THENCE NORTH 34 DEGREES 33' WEST 140 FEET TOINTERSECTION WITH THE SOUTHEASTERLY LINE OF SAID LAND CONVEYEDTO ASMUS ABOVE REFERRED TO; THENCE SOUTH DEGREES 27' WESTALONG SAID LINE 50 FEET TO THE POINT OF BEGINNING.
EXCEPTING THEREFROM THAT PORTION OF TRACT 117 DESCRIBED AS FOLLOWS:
BEGINNING AT INTERSECTION OF THE CENTERLINE OF GRAND AVENUE WITH THESOUTHWESTERLY BOUNDARY OF TRACT 117, AS SHOIWN ON SAID MAP NO. 1161; THENCESOUT H34 DEGREES 33' EAST 15.00 FEET TO TRUE POINT OF BEGINNING; THENCECONTINUING SOUTH 34 DEGREES 33' EAST 3.21 FEET TO A POINT ON THE ARC OF A CURVECONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 5.5 FEET; THENCE NORTHEASTERLYALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 65 DEGREES 22'48" FEET, AN ARCDISTANCE OF 6.28 FEET; THENCE SOUTH 55 DEGREES 27' WEST 5.00 FEET TO THE TRUEPOINT OF BEGINNING AS GRANTED TO THE CITY OF CARLSBAD, A MUNICIPALCORPORATION, BY DEED RECORDED MAY 23, 1967 AS FILE NO. 72888 OF OFFICIALRECORDS.
PARCEL 3:PARCELS 1 AND 2 OF PARCEL MAP 2868 IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO,STATE OF CALIFORNIA, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGOCOUNTY, JULY 22,1974.
EXCEPTING THEREFORM ALL THAT PORTION OF SAID PARCELS 1 AND 2 OF PARCEL MAP28688 THAT WAS GRANTED TO THE CITY OF CARLSBAD BY FINAL ORDER OF
CONDEMNATION RECORDED JUNE 2, 1994 AS INSTRUMENT NO. 1994-0376671, OFFICIAL
RECORDS.
PARCEL 4:
A NON-EXCLUSIVE EASEMENT FOR INGRESS-EGRESS AND DRIVEWAY PURPOSES OVER
THAT PORTION OF TRACT NO. 117 OF CARLSBAD LANDS, IN THE CITY OF CARLSBAD, IN THECOUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP NO. 1661, FILED IN THEOFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, MARCH 01, 1915 DESCRIBEDAS FOLLOWS:
BEGINNING AT THE POINT OF INTERSECTION OF THE NORTHWESTERLY LINE OF ELM
AVENUE, WHICH IS ALSO THE SOUTHEASTERLY LINE OF SAID TRACT 117 WITH THE
WESTERLY BOUNDARY LINE OF TRACT NO. 119 OF SAID CARLSBAD LANDS, AS SHOWN ON
SAID MAP; THENCE SOUTH 55°27' WEST ALONG THE SOUTHEASTERLY LINE OF SAID TRACT
117 A DISTANCE OF 1330.91 FEET TO THE SOUTHEASTERLY CORNER OF A RECTANGLEPARCEL KNOWN AS PARCEL #5; THENCE CONTINUING ALONG THE NORTHWESTERLY LINEOF SAID ELM STREET SOUTH 55°27' WEST A DISTANCE OF 7.0 FEET TO THE ORTHEASTERLYLINE OF A PAVED DRIVEWAY; THENCE ALONG SAID LINE NORTH 34°33' WEST, A DISTANCE
OF 2.31 FEET TO THE TRUE POINT OF BEGINNING; SAID POINT BEING ON THE PROPOSED
NORTHWESTERLY RIGHT-OF-WAY LINE OF CARLSBAD VILLAGE DRIVE, (PREVIOUSLY
KNOWN AS ELM AVENUE), AS SAID LAST MENTIONED LINE IS REFERRED TO IN VARIOUS
PLANS AND DOCUMENTS RELATING TO THAT CERTAIN CITY PROJECT KNOWN AS
STREETSCAPE PHASE V; THENCE, CONTINUING NORTH 34°33' WEST, A DISTANCE OF 96FEET TO A POINT; THENCE SOUTH 55°27' WEST A DISTANCE OF 43 FEET TO THENORTHEASTERLY LINE OF PARCEL NO. 2 OF PARCEL MAP NO. 2868, FILED IN THE OFFICE OFTHE COUNTY RECORDER; THENCE ALONG SAID LINE SOUTH 34°33' EAST, A DISTANCE OFAPPROXIMATELY 96 FEET TO A POINT ON THE PROPOSED RIGHT-OF WAYLINE OF CARLSBAD
VILLAGE DRIVE; THENCE ALONG SAID LINE NORTH 55°27' EAST, A DISTANCE OF 43 FEET TO
THE TRUE POINT OF BEGINNING.
PARCEL 5:PARCEL B OF PARCEL MAP NO. 21619, IN THE CITY OF CARLSBAD, COUNTY
OF SAN DIEGO, STATE OF CALIFORNIA, FILED IN THE COUNTY RECORDER
OF SAN DIEGO COUNTY ON SEPTEMBER 12, 2018 AS FILE NO. 2018-7000347
OF OFFICIAL RECORDS.
SAID PARCEL B BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:COMMENCING AT THE CENTERLINE OF HOPE AVENUE AND GRANDAVENUE, SAID POINT BEING MARKED WITH A SPIKE WITH PUNCH AS SHOWON THAT CERTAIN RECORD OF SURVEY, 22249, RECORDED JANUARY 2016
FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY;
THENCE, LEAVING SAID POINT RUNNING ALONG THE CENTERLINE OF
GRAND AVENUE NORTH 55°26’30” EAST A DISTANCE OF 353.76 FEET TO A
POINT, SAID POINT BEING THE NORTH EAST CORNER OF PARCEL B, SAID
POINT ALSO BEING THE TRUE POINT OF BEGINNING;THENCE, LEAVING SAID POINT SOUTH 34°31’03” EAST A DISTANCE OF209.99 FEET TO THE BEGINNING OF A TANGENT CURVE;THENCE, ALONG A TANGENT CURVE BEING CONCAVE WESTERLY HAVINGA RADIUS OF 60.00 FEET, RUNNING SOUTHERLY ALONG THE ARC OF SAID
CURVE A DISTANCE OF 47.12 FEET, HAVING A CENTRAL ANGEL OF
45°00’00”, TO THE BEGINNING OF A TANGENT LINE;
THENCE, SOUTH 10°28’57” WEST A DISTANCE OF 137.60 FEET TO THE
BEGINNING OF A TANGENT CURVE;THENCE, ALONG A TANGENT CURVE BEING CONCAVE EASTERLY HAVING ARADIUS OF 55.00 FEET, RUNNING SOUTHERLY ALONG THE ARC OF SAIDCURVE A DISTANCE OF 43.20 FEET, HAVING A CENTRAL ANGEL OF45°00’00”, TO THE BEGINNING OF A TANGENT LINE;
THENCE, SOUTH 34°31’03” EAST A DISTANCE OF 61.92 FEET TO A POINT ON
THE NORTHERLY LINE OF CARLSBAD VILLAGE DRIVE, AS SHOWN ON THAT
CERTAIN PARCEL MAP 21619, RECORDED SEPTEMBER 12, 2018, SAID
POINT BEING DISTANCE THEREFROM SOUTH 55°26’50” WEST A DISTANCE
OF 220.26 FEET FROM THE INTERSECTION OF THE EAST LINE OF PARCEL‘A’ OF SAID PARCEL MAP AND THE NORTHERLY LINE OF CARLSBADVILLAGE DRIVE;THENCE, RUNNING WESTERLY ALONG THE NORTHERLY LINE OF
CARLSBAD VILLAGE DRIVE SOUTH 55°26’50” WEST A DISTANCE OF 35.00
FEET TO A POINT;
THENCE, LEAVING THE NORTHERLY LINE OF CARLSBAD VILLAGE DRIVE
RUNNING ALONG THE WESTERLY LINE OF SAID PARCEL ‘B’ NORTH
34°31’03” WEST A DISTANCE OF 310.01 FEET TO AN ANGLE POINT;THENCE, SOUTH 55°34’59” WEST A DISTANCE OF 56.29 FEET TO AN ANGLEPOINT;THENCE, NORTH 34°29’33” WEST A DISTANCE OF 140.28 FEET TO A POINT
ON THE CENTER LINE OF GRAND AVENUE, SAID POINT BEING DISTANCE
THEREFROM NORTH 55°26’30” EAST A DISTANCE OF 131.55 FEET THE
INTERSECTION OF THE CENTER LINE OF HOPE AVENUE AND GRAND
AVENUE, SAID POINT ALSO BEING THE NORTHWESTERLY CORNER OF SAID
PARCEL ‘B’;THENCE, RUNNING ALONG THE CENTER LINE OF GRAND AVENUE NORTH55°26’30” EAST A DISTANCE OF 222.21 FEET TO THE TRUE POINT OFBEGINNING
PARCEL 6:
24' WIDE EASEMENT FOR PEDESTRIAN, VEHICULAR ACCESS, INGRESS
AND EGRESS, FILED SEPTEMBER 12, 2018 AS FILE NO. 2018-7000347,
OFFICIAL RECORDS. (TO REMAIN); SAID EASEMENT IS OVER A
PORTION OF PARCEL A OF PARCEL MAP 21619
PARCEL 7:
EASEMENT FOR VEHICULAR PARKING, INGRESS AND EGRESS, FILED
SEPTEMBER 14, 2018 AS FILE NO. 2018-0384168, OFFICIAL RECORDS.
(TO REMAIN)
PARCEL 8:
EASEMENT FOR VEHICULAR PARKING, INGRESS AND EGRESS, FILED
SEPTEMBER 17, 2018 AS FILE NO. 2018-0384405, OFFICIAL RECORDS.
(TO REMAIN)
PARCEL 9:
EASEMENT FOR EXISTING MONUMENT SIGNAGE, FILED SEPTEMBER
17, 2018 AS FILE NO. 2018-0384406, OFFICIAL RECORDS. (TO REMAIN)
PARCEL 10:
EASEMENT FOR PRIVATE SEWER PURPOSES (BENEFIT OF JOHN
HARVEY GRANT RESIDUAL TRUST MOTEL 6 OPERATING L.P. / PARCEL
B MAP 21619), FILED SEPTEMBER 14, 2018 AS FILE NO. 2018-0384169,
OFFICIAL RECORDS. (TO REMAIN)
PARCEL 11:
EASEMENT FOR DRAINAGE PURPOSES, FILED SEPTEMBER 14, 2018 AS
FILE NO. 2018-0384170, OFFICIAL RECORDS. (TO REMAIN)
PROPOSED EASEMENT INFORMATION
A
6
7
8
9
10
11
EASEMENTS BENEFITTING SUBJECT PROP.
B
C
D
EXISTING EASEMENT INFORMATION
THE CITY OF CARLSBAD, HOLDER OF AN EASEMENT FOR PUBLIC HIGHWAYRECORDED SEPTEMBER 14, 1956 AS BOOK 6256, PAGE 550, OFFICIALRECORDS, AND RE-RECORDED OCTOBER 10, 1956 AS BOOK 6292, PAGE 217,
O.R. (EXCEPTION 3 OF PTR)
SAN DIEGO GAS & ELECTRIC COMPANY, HOLDER OF AN EASEMENT FOR
PUBLIC UTILITIES, INGRESS, EGRESS AND INCIDENTAL PURPOSES, RECORDED
NOVEMBER 26, 1974 AS INST. NO. 74-310756, O.R. (EXCEPTION 6 OF PTR)
CARL KARCHER ENTERPRISES, INC., HOLDER OF EASEMENTS FOR PARKINGAND INGRESS AND EGRESS, RECORDED MARCH 31, 1975 AS INST. NO. 75-72461,O.R. (EXCEPTION 7 OF PTR)
CITY OF CARLSBAD, HOLDER OF AN EASEMENT FOR STREET AND INCIDENTAL
PURPOSES, RECORDED SEPTEMBER 10, 1982 AS INST. NO. 281118, O.R.
(EXCEPTION 8 OF PTR)
SAN DIEGO GAS & ELECTRIC COMPANY, HOLDER OF AN AERIAL EASEMENT
AND RIGHT OF WAY, RECORDED OCTOBER 6, 1982 AS INST. NO. 82-0307669,O.R. (EXCEPTION 33 OF PTR)
SAN DIEGO GAS & ELECTRIC COMPANY, HOLDER OF EASEMENT AND RIGHT OFWAY, RECORDED OCTOBER 6, 1982 AS INST. NO. 82-307670, O.R. (EXCEPTION 34OF PTR)
SAN DIEGO GAS & ELECTRIC COMPANY, HOLDER OF AN AERIAL EASEMENT
AND RIGHT OF WAY, RECORDED OCTOBER 6, 1982 AS INST. NO. 82-0307671,
O.R. (EXCEPTION 10 OF PTR)
CITY OF CARLSBAD, HOLDER OF AN EASEMENT FOR PUBLIC RIGHT OF WAY,
RECORDED MAY 1, 1990 AS INST. NO. 90-235538, AND RECORDED MAY 1, 1990AS INST. NO. 90-235539, O.R. (EXCEPTION 36 OF PTR).THE ABOVE REFERENCED DOCUMENT (90-235538) CONTAINS AND ERRONEOUSLEGAL DESCRIPTION. SAID DOCUMENT WAS RE-RECORDED WITH THE
CORRECT LEGAL DESCRIPTION (90-235539)
GREGORY W. LOSA, TRUSTEE OF THAT CERTAIN DECLARATION OF TRUST
DATED SEPTEMBER 25, 1985, HOLDER OF AN ACCESS EASEMENT AGREEMENT
RECORDED JANUARY 7, 1994 AS INST. NO. 94-15920, O.R. (EXCEPTION 11 OF
PTR)
PARCEL 'A', HOLDER OF A COVENANT OF PRIVATE EASEMENT FORACCESS PURPOSES, PER PARCEL MAP 21619, O.R.DEDICATED ON THE MAP FILED OR RECORDED SEPTEMBER 12, 2018
PRIVATE EASEMENT FOR ACCESS AND DRAINAGE PURPOSES, PER
PARCEL MAP 21619, O.R.
DEDICATED ON THE MAP FILED OR RECORDED SEPTEMBER 12, 2018
PRIVATE EASEMENT FOR ACCESS AND PARKING PURPOSES, PERPARCEL MAP 21619, O.R.DEDICATED ON THE MAP FILED OR RECORDED SEPTEMBER 12, 2018
CARLSBAD VILLAGE PARTNERS, LP, HOLDER OF A RECIPROCALROADWAY GRANT OF EASEMENT AND EASEMENT AGREEMENT,
RECORDED SEPTEMBER 14, 2018 AS INST. NO. 2018-0384167, O.R.
PARKING EASEMENT AGREEMENT, RECORDED SEPTEMBER 14, 2018
AS INST. NO. 2018-0384168, O.R. (EXCEPTION 19 OF PTR)
PARKING EASEMENT AGREEMENT, RECORDED SEPTEMBER 17, 2018AS INST. NO. 2018-0384405, O.R. (EXCEPTION 20 OF PTR)
SIGN EASEMENT AGREEMENT, RECORDED SEPTEMBER 17, 2018 ASINST. NO. 2018-0384406, O.R. (EXCEPTION 21 OF PTR)
UTILITY EASEMENT AGREEMENT, RECORDED SEPTEMBER 14, 2018 AS
INST. NO. 2018-0384169, O.R.(EXCEPTION 22 OF PTR)
DRAINAGE EASEMENT AGREEMENT, RECORDED SEPTEMBER 14, 2018
AS INST. NO. 2018-0384170, O.R. (EXCEPTION 23 OF PTR)
PRIVATE DRAINAGE AND WATER QUALITY TREATMENT EASEMENT,
RECORDED ____________, 2024 AS INST. NO. 2024-__________, O.R.
THE LOCATION OF THE FOLLOWING DESCRIBED EASEMENTS CANNOTBE DETERMINED FROM THE RECORD DOCUMENT AND ARE NOTPLOTTED HEREON.
SAN DIEGO GAS & ELECTRIC COMPANY, HOLDER OF AN EASEMENTFOR RIGHT OF WAY, RECORDED SEPTEMBER 19, 1972 AS INST. NO.250705, O.R.
SAN DIEGO GAS & ELECTRIC COMPANY=, HOLDER OF AN EASEMENTFOR RIGHT OF WAY, RECORDED SEPTEMBER 13, 2019 AS INST. NO.2019- 0399833, O.R.
TEMPORARY PARKING EASEMENT AGREEMENT RECORDEDSEPTEMBER 14, 2018 AS INST. NO. 2018-0384171, O.R.
TEMPORARY PARKING EASEMENT AGREEMENT RECORDEDSEPTEMBER 14, 2018 AS INST. NO. 2018-0384172, O.R.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
INDICATES AN EASEMENT FOR PUBLIC STREET ANDUTILITY PURPOSES FOR PORTION OF CARLSBAD
VILLAGE DRIVE TO THE PUBLIC PER FINAL MAP
INDICATES AN EASEMENT FOR PUBLIC STREET ANDUTILITY PURPOSES FOR PORTION OF GRAND AVENUETO THE PUBLIC PER FINAL MAP
INDICATES AN EASEMENT FOR PUBLIC STREET ANDUTILITY PURPOSES FOR PORTION OF HOPE AVENUE
(ALLEY) TO THE PUBLIC PER FINAL MAP (0.55' WIDE)
INDICATES AN EASEMENT FOR WATER PURPOSES TOCARLSBAD MUNICIPAL WATER DISTRICT PER FINALMAP
6
19
MBI
Docusign Envelope ID: 80580EBA-0B98-4A23-805B-92DA4A186898
1/23/2025
8"TD(4)
8"TD (4)
10"TD
12"TD
14"
T
D
1
0
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T
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10
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6"TD
6"TD
16"TC
42"TC
16"TC
15"TC
12"TC
16"TP
16"TP
16"TP
16"TP
11"TD 11"TD
12"TD
11"TD 11"TD
12"TD
X X X X X X X
X
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X
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71
70
70
69
69
69
69
69
69
68
68
68
68
68
68
67
67
67
6
6
66
6
5
65
6
4
64
64
6
4
64
64
63
63
63
63
63
63
63
63
63
63
63
62
62
62
CONCPAD
MON. WELL
GEO GRIDTRANS PAD
67.10 TC
66.65 FL 67.84 TC67.30 FL
67.73 TC67.24 FL
68.49 TC68.06 FL
68.59 TC
68.09 FL
68.61 TC
68.22 FL
69.33 TC68.87 FL
68.98 TC
68.47 FL
68.79 TC
68.35 FL
68.97 TC
68.58 FL
69.12 TC68.70 FL
68.47 TC
68.10 FL
69.16 TC68.81 FL
69.52 TC69.16 FL
69.08 TC68.56 FL
69.50 TC69.23 FL
69.58 TC69.50 FL
68.67 TC68.67 FL
68.48 TC68.43 FL
68.98 TC
68.48 FL
69.22 TC68.78 FL
68.09 TC
67.65 FL
69.30 TC68.84 FL
68.52 TC
68.04 FL
68.96 TC68.59 FL
69.30 TC
68.80 FL
69.12 TC68.70 FL
68.94 TC68.54 FL
67.43 67.68 67.77
67.89
68.00
68.41
68.79
68.32
67.90
67.66
68.54
68.6
969.38
69.43
69.55
69.44
69.51
69.39
69.42
69.4969.4669.45
69.41
69.37
69.39
69.3869.42
69.26
69.29
69.17
69.10
68.76
69.45
61.72
62.05
62.06
62.67 63.46
64.75 65.46 66.60
67.77 69.43
70.32
63.43
63.30
63.2162
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2
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61.70
61.51
61.42
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62.44
62
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5
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62.30
62.58
62.9362.52
62.63
62.55
63.09
63.13
62.41 TC61.92 FL 63.04 TC62.59 FL 63.65 TC63.25 FL 64.83 TC64.38 FL
66.04 TC65.54 FL 66.80 TC66.37 FL
68.05 TC67.53 FL
70.65 TC70.19 FL
68.93 TC68.46 FL
67.95 TC67.52 FL66.84 TC
66.32 FL65.03 TC64.54 FL63.90 TC63.37 FL
62.19 TC61.77 FL62.08 TC61.62 FL
61.54 TC61.49 FL
62.04 RIM
66.60 RIM
68.69 RIM
63.34 IE
66.29 IE62.38 TW 63.21 TW
68.02 TW
68.61 TW
67.60 TW
67.54 TW
70.75 TW
70.77 TW
70.83 TW
70.79 TW
70.79 TW
62.1
63.8 64.4
64.563.862.7
63.3 63.7 64.2
64.763.363.6
69.70 TW
69.71 TW
69.71 TW
69.75 TW70.42 TW
70.31 TW
74.23 TW
74.24 TW
69.59 TW
74.36 TW
69.54 TW
69.54 TW
63.61
63
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6
2
68
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3
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63.73
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69.16
64.55 64.80
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62.71
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65.17 TC64.85 FL
EXISTINGMULTI STORYBUILDING
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OFA77 SQ. FT.
(2)
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PORT. PARCEL A
APN: 203-320-52
30
'
30
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60
'
N 56°00'18" E 328.77'
LIMITS OF PARKING
STRUCTURE
LIMITS OF PARKINGSTRUCTURE
LIMITS OF PARKING
STRUCTURE
LIMITS OF PARKING
STRUCTURE
PARK STRUCTURE LEVEL 1
FF = 47.00
2.
0
'
BE
N
C
H
2.0'BENCH
2.0'
BENCH
TEMPORARY TOP
OF SLOPE
TEMPORARY TOP
OF SLOPE
TEMPORARY TOPOF SLOPE
TEMPORARY 1:1
CUT SLOPE
TEMPORARY 1:1
CUT SLOPE
TEMPORARY 1:1
CUT SLOPE
TEMPORARY 1:1CUT SLOPE
TEMPORARY 1:1CUT SLOPE
54.0 TW
45.33 BW
57.0 TW47.00 BW
60.0 TW47.00 BW 60.0 TW
47.00 BW
58.0 TW47.00 BW
51.0 TW
47.00 BW
58.0 TW47.00 BW
58.0 TW
47.00 BW
53.0 TW
47.00 BW
59.0 TW
47.00 BW
TEMPORARY
TOP OF SLOPE
TOP OF
SLOPE
TOP OF
SLOPE
2.
0
'
BE
N
C
H
A
A
B
B
D
D
C C
52.0 TW
47.00 BW
52.0 TW
45.33 BW
1
1
1
1
(62.9 FS)
EXISTING RETAININGWALL TO REMAIN
EXISTING RETAINING
WALL TO BE REMOVED
(62.5 FS)
(62.2 FS)
(62.6 FS)
(62.3 FS)
(61.9 FS)
(65.0 TW)64.0 BW
(68.5 TW)(65.0 BW)
EXISTING CHAINLINK FENCE TO BEREMOVED
EXISTING HYDRANTTO BE REMOVED
(69.0 TC)
(68.5 FL)
(68.5 TC)(68.0 FL)
(68.6 TC)
(68.1 FL)
E E
1
1
FF = 47.00
FF = 47.00
FF = 47.00
FF = 45.33
68 66 62 62
60 62 64
66 68
54 56 58 60 62
54
56
58
60
62
62 6058
60
62
64
66
68
(69.5 FG)
2.0'
BENCH
9.3'
FF = 47.00LIMITS OF SHORINGEXCAVATION; SEESHORING PLANS
16.6'
1:1
TOP OF TEMPORARY1:1 CUT; 69.8 FG
TOE OF EXCAVATION;
60.0 FG
TEMPORARY
1:1 CUT
DASHED LINE REPRESENTS
APPROX. EXISTING GRADE
PROJECT
SITE
PROJECT
SITE
BOTTOMEXCAVATION = 43.0
11.3'
PROPOSED
SHORING WALL
PROPOSEDMATT SLABFOUNDATION
TOE BOARD PERDETAIL 4 SHEET 22
TOE OF TEMPORARY
1:1 CUT; 60.0 FG
TOP OF EXCAVATION;68.0 FG
TEMPORARY
1:1 CUT
1:1
PROJECT
SITE
GRAND
AVE
DASHED LINE REPRESENTSAPPROX. EXISTING GRADE
2.0'
BENCH
PL
10.0'
8.0'
(~67.95 FG)
17.8'
LIMITS OF SHORING
EXCAVATION; SEE
SHORING PLANS
BOTTOM
EXCAVATION = 43.0
10.0'
FF = 47.00PROPOSED
MATT SLAB
FOUNDATION
PROPOSED
SHORING WALL
TOE BOARD PERDETAIL 4 SHEET 22
ESMT
1:1
TEMPORARY
1:1 CUT
2.0'
BENCH
10.3'
8.3'
BOTTOMEXCAVATION = 43.0
DASHED LINE REPRESENTSAPPROX. EXISTING GRADE
TOE OF TEMPORARY
1:1 CUT; 57.6 FG
PROJECT
SITE
PROJECT
SITE
13.6'
LIMITS OF SHORING
EXCAVATION; SEE
SHORING PLANS
TOP OF TEMPORARY
1:1 CUT; 65.9 FG
(~65.85 FG)
FF = 47.00
PROPOSEDSHORING WALL
PROPOSED
MATT SLAB
FOUNDATION
TOE BOARD PER
DETAIL 4 SHEET 22
2.0'
BENCH
PL
PROJECT
SITE
HOPE
AVE
TOE OF TEMPORARY1:1 CUT; 52.0 FG
1:1
TEMPORARY
1:1 CUT
LIMITS OF SHORING
EXCAVATION; SEESHORING PLANS
12.8'
10.8'
(~62.75 FG)
TOP OF EXCAVATION;
62.8 FG
BOTTOM
EXCAVATION = 43.0
DASHED LINE REPRESENTSAPPROX. EXISTING GRADE
FF = 47.00
PROPOSEDSHORING WALL
PROPOSED
MATT SLABFOUNDATION
H = 9.0'
TOE BOARD PERDETAIL 4 SHEET 22
TEMPORARY1:1 CUT
BOTTOM
EXCAVATION = 43.0
1:1
DASHED LINE REPRESENTS
APPROX. EXISTING GRADE
2.0'
BENCH
12.9'
10.9'
TOE OF TEMPORARY
1:1 CUT; 58.5 FG
TOP OF EXCAVATION;
69.4 FG
PROPOSED 6" PCC CURBAND GUTTER PER G-2
14.4'
PROJECT
SITE
SHARED
ACCESS
DRIVE
(PROJECT SITE)
LIMITS OF SHORINGEXCAVATION; SEESHORING PLANS
FF = 47.00
PROPOSED
SHORING WALL
PROPOSEDMATT SLAB
FOUNDATION
TOE BOARD PERDETAIL 4 SHEET 22
PA
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8
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2
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(
8
5
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)
2
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9
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4
8
1
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REVIEWED BY:
DATEINSPECTOR
DATE
"AS BUILT"
ENGINEERING DEPARTMENT
RCE EXP.
BAK
SDP 2022-0006
25
GR 2023-0044
546-4A
HOPE APARTMENTS
HOPE AVENUE
CT 2022-0001
PLSA 3802
GRAPHIC SCALE: 1" = 20'
0 20'40'60'
J:\ACTIVE JOBS\3802 WERMERS\CIVIL\DRAWING\GRADING PLANS
PLAN VIEW - SHORING PLAN
SCALE: 1" = 20' HORIZONTAL
SHORING PLAN
SECTION CUT A-A
NOT TO SCALE
SECTION CUT B-B
NOT TO SCALE
SECTION CUT C-C
NOT TO SCALE
SECTION CUT D-D
NOT TO SCALE
SITE NOTES
1. EXISTING SURVEY MONUMENTS TO BE PROTECTED INPLACE. IF A MONUMENT IS DISTURBED OR DESTROYED,IT SHALL BE REPLACED BY A LICENSED LANDSURVEYOR AND A CORNER RECORD OF SURVEY SHALLBE FILED WITH COUNTY.
2. ALL EXISTING STRUCTURES AND WALLS WITHIN THE
PROPOSED DISTURBED AREA TO BE DEMOLISHED
UNLESS OTHERWISE NOTED.
3. ALL EXISTING TREES WITHIN THE PROPOSEDDISTURBED AREA TO BE REMOVED AND THE AREACLEARED / GRUBBED UNLESS OTHERWISE NOTED.
CONSTRUCTION NOTES
1 EXISTING SURVEY MONUMENT TO BE PROTECTED IN
PLACE. SURVEY MONUMENTS DISTURBED ORDESTROYED SHALL BE REPLACED BY A LICENSEDSURVEYOR.
SHORING NOTE:
TW AND BW SHOWN HEREON DENOTE TOP
OF WALL AND BOTTOM OF WALL AT
FINISHED GRADE. REFER TO SHORING
PLANS SHEETS 13-23 FOR ACTUAL TOP AND
BOTTOM OF WALL SOLIDER BEAM DEPTH.
SECTION CUT E-E
NOT TO SCALE
SEE SHEET 6 FOR EXISTING EASEMENTS
PROPOSED EASEMENTS
SEE SHEET 6 FOR PROPOSED EASEMENTS
EXISTING EASEMENTS
7
SECTION SCALE NOTE: ALL SECTION VIEWS
DRAWN TO RELATIVE SCALE, HOWEVER, REFER
TO PLAN VIEW FOR SCALED DIMENSIONS
MBI
Docusign Envelope ID: 80580EBA-0B98-4A23-805B-92DA4A186898
1/23/2025
8"TD(4)
8"TD (4)
10"TD
12"TD
14"
T
D
10
"
T
D
10"TD
6"TD
6"TD
16"TC
42"TC
16"TC
15"TC
12"TC
16"TP
16"TP
16"TP
16"TP
11"TD 11"TD
12"TD
11"TD 11"TD
12"TD
X X X X X X X
X
X
X
X
X
XXXXXX
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X
X
X
X
X
E
D
D
D
D
D
S SS
E
C
E
WW
WWWOOD WALL
70
69
69
69
69
69
69
68
68
68
68
68
68
67
67
67
6
6
66
6
5
65
6
4
64
64
6
4
64
63
63
63
63
63
63
63
63
63
63
63
62
62
62
CONCPAD
MON. WELL
GEO GRIDTRANS PAD
67.10 TC66.65 FL 67.84 TC67.30 FL
67.73 TC
67.24 FL
68.49 TC68.06 FL
68.59 TC68.09 FL
68.61 TC68.22 FL
69.33 TC68.87 FL
68.98 TC68.47 FL
68.79 TC68.35 FL
68.97 TC68.58 FL
69.12 TC
68.70 FL
68.47 TC68.10 FL
69.16 TC
68.81 FL
69.52 TC69.16 FL
69.08 TC
68.56 FL
69.50 TC69.23 FL
69.58 TC69.50 FL
68.67 TC68.67 FL
68.48 TC68.43 FL
68.98 TC68.48 FL
69.22 TC68.78 FL
68.09 TC67.65 FL
69.30 TC68.84 FL
68.52 TC68.04 FL
68.96 TC
68.59 FL
69.30 TC68.80 FL
69.12 TC68.70 FL
67.43 67.68 67.77
67.89
68.00
68.41
68.79
68.32
67.90
67.66
68.54
68.6
969.38
69.43
69.55
69.44
69.51
69.39
69.42
69.4969.4669.45
69.41
69.37
69.39
69.3869.42
69.26
69.29
69.17
69.10
69.45
61.72
62.05
62.06
62.67 63.46
64.75 65.46 66.60
67.77 69.43
63.43
63.30
63.2162
.
2
6
62
.
1
9
62.95
61.70
61.51
61.42
61.8062.45 62.69
62
.
6
0
62.15
62.44
62
.
5
3
62.30
62.58
62.9362.52
62.63
63.13
61.91 FL
62.41 TC61.92 FL 63.04 TC
62.59 FL 63.65 TC63.25 FL 64.83 TC64.38 FL
66.04 TC65.54 FL 66.80 TC66.37 FL
68.05 TC67.53 FL
68.93 TC68.46 FL
67.95 TC67.52 FL66.84 TC66.32 FL65.03 TC
64.54 FL63.90 TC63.37 FL
62.19 TC61.77 FL62.08 TC
61.62 FL
61.54 TC61.49 FL
61.47 TC61.39 FL
62.04 RIM
66.60 RIM
68.69 RIM
69.33 RIM
63.34 IE
66.29 IE62.38 TW 63.21 TW
68.02 TW
68.61 TW
67.60 TW
67.54 TW
70.75 TW
70.77 TW
70.83 TW
70.79 TW
62.1
63.8 64.4
64.563.862.7
63.3 63.7 64.2
64.763.363.6
69.70 TW
69.71 TW
69.71 TW
69.75 TW
70.42 TW
70.31 TW
74.23 TW
74.24 TW
69.59 TW
74.36 TW
69.54 TW
63.61
63
.
6
2
68
.
3
2
63.73
67
.
4
0
63.36
68
.
6
7
63
.
6
3
69.16
64.55 64.80
69.02
6
2
6968
67
63.2362.91
62.71
64.91
65.17 TC64.85 FL
EXISTING
MULTI STORY
EXISTING
MULTI STORY
BUILDING
EXISTINGMULTI STORYBUILDING
EXISTINGMULTI STORYBUILDING
EXISTINGMULTI STORYBUILDING
EXISTING1 STORYBUILDING
EXISTING
1 STORYBUILDING
W W W W W W W W W W W W W W W W W W W W W W W W W W
W
WW
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE OE OE OE
OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE
OE
OE
OE
E E E E E E E
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WWWWWW
XXXXXXXXX
XXXX
XXXXX
X
X
X
X
X
X
X
X
X
X
X
XXXXXXXXX
X
X
X
X
X
X
X
X
X
X X X X X X X X X
XXXXXXXXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X
HO
P
E
A
V
E
N
U
E
GRAND AVENUE
SEE DWG 546-4 FOR RIGHT-OF-WAY IMPROVEMENTS
N 11°
0
2
'
0
1
"
E
1
3
7
.
5
6
'
N
3
3
°
5
7
'
5
9
"
W
2
0
9
.
9
4
'
N
3
3
°
5
7
'
2
9
"
W
4
3
2
.
2
7
'
PORT. PARCEL A
APN: 203-320-52
N 56°00'18" E 328.77'
1
L=47.12'R=60.00'D=45°00'00"
1
BLOCK 67
MAP 775
(62.9FG)
7.5-FT X 7.5-FT
CLEAR ZONE
7.5-FT X 7.5-FT
CLEAR ZONE
68.55 FS
PORTION OF
EXISTING RETAINING
WALL TO REMAIN
1
1
1
22
2 2
69.2 FS
68.0 FG
2
BEGIN RETAININGWALL 'A' STA. 1+00
RETAINING
WALL 'B'
END RETAININGWALL 'B' STA. 2+93.02
RETAINING
WALL 'B'
RETAINING
WALL 'C'
RETAINING WALL 'D'WALL 'C' STA.
2+99.84 ~8.11' RT
BEGIN RETAINING
WALL 'C' STA. 1+00
END RETAININGWALL 'D' STA. 2+03.88
1
INTERIOR CORRIDOR
INTERIOR
CORRIDOR
IN
T
E
R
I
O
R
C
O
R
R
I
D
O
R
INTERIOR CORRIDOR
1ST FF = 68.6
1ST FF = 68.6
1ST FF = 68.6
1ST FF = 68.6
1ST FF = 68.6
METER
ROOM
INTERIOR CORRIDOR
2 2
N
3
3
°
5
7
'
2
9
"
E
4
2
6
.
7
5
'
RETAINING
WALL 'A'
WALL 'A' STA.1+38.23 ~0.0' RT;1+38.23 ~5.61' RT
BEGIN RETAINING
WALL 'B' STA. 1+00
WALL 'B' STA.1+00.00 ~0.0' RT;1+00.00 ~5.61' RT
WALL 'B' STA.
1+08.11 ~0.67' RT;
1+08.11 ~6.67' RT
WALL 'B' STA.
1+75.89 ~3.67' RT;
1+75.89 ~6.67' RT
WALL 'B' STA.
1+97.48 ~3.67' RT;
1+97.48 ~6.67' RT
WALL 'B' STA.
2+05.47 ~4.67' RT;
2+05.47 ~6.67' RT
WALL 'B' STA.
2+21.84 ~3.67' RT;
2+21.84 ~0.67' RT
WALL 'B' STA.
2+25.30 ~3.67' RT;
2+25.30 ~6.67' RT
WALL 'B' STA.
2+33.30 ~3.67' RT;
2+33.30 ~6.67' RT
WALL 'B' STA.2+93.02 ~10.31' RT
WALL 'B' STA.2+84.36 ~3.67' RT;2+84.36 ~6.67' RT
WALL 'B' STA.2+54.72 ~3.67' RT;2+54.72 ~6.67' RT
WALL 'B' STA.2+62.71 ~3.67' RT;2+62.71 ~6.67' RT
WALL 'C' STA.
1+00 ~0.0' RT;
1+00 ~3.67' RT
WALL 'C' STA.
1+16.59 ~3.67' RT;1+16.59 ~6.67' RT
WALL 'C' STA.1+24.59 ~3.67' RT;1+24.59 ~6.67' RT
WALL 'C' STA.1+54.56 ~3.67' RT;1+54.56 ~6.67' RT
WALL 'C' STA.
1+62.76 ~6.67' RT
WALL 'C' STA.
1+79.56 ~6.67' RT
WALL 'C' STA.1+88.43 ~3.67' RT;WALL 'C' STA.2+03.09 ~3.67' RT;2+03.09 ~6.67' RT
WALL 'C' STA.
2+11.09 ~3.67' RT;
2+11.09 ~6.67' RT
WALL 'C' STA.
2+33.01 ~3.67' RT;
2+33.01 ~6.67' RT
WALL 'C' STA.2+41.01 ~3.67' RT;2+41.01 ~6.67' RT
WALL 'C' STA.
2+51.01 ~2.80' RT
L1
L2
C1
WALL 'C' STA.
2+61.77 ~7.45' RT
WALL 'C' STA.2+61.10 ~3.67' RT
WALL 'C' STA.2+62.26 ~0.0' RT
END RETAINING WALL
'C' STA. 2+99.84
WALL 'C' STA.
2+99.17 ~7.45' RT;
BEGIN RETAINING
WALL 'D' STA. 1+00.00
WALL 'D' STA.
1+00.00 ~7.33' RT
WALL 'D' STA.1+00.67 ~6.67' RT
WALL 'D' STA.1+40.45 ~3.67' RT;1+40.45 ~6.67' RT
WALL 'D' STA.1+49.95 ~3.67' RT;1+49.95 ~8.00' RT
WALL 'D' STA.
1+55.29 ~3.91' RT;
1+55.29 ~8.00' RT
BEGIN RETAINING
WALL 'E' STA. 1+00.00END RETAININGWALL 'E' STA. 1+38.69
RETAINING WALL 'E'
RETAINING WALL 'F'
BEGIN RETAINING
WALL 'F' STA. 1+00.00
END RETAINING
WALL 'F' STA. 1+87.81
2
WALL 'C' STA.1+79.56 ~0.0' RT1+79.56 ~3.84' RT
WALL 'C' STA.
1+87.76 ~0.0' RT
1+87.76 ~3.67' RT
WALL 'C' STA.1+87.76 ~6.67' RT
MECHANICAL ROOM PERSEPARATE BUILDINGPLANS; SEE NOTE THISSHEET
3
WALL 'B' STA.
2+92.35 ~6.67' RT
WALL 'B' STA.
1+09.31 ~0.0' RT
BEGIN RETAINING
WALL 'B' STA. 2+16.50
1+38 1+00
2+93
1+002+00
3+00
1+00
2+
0
0
2+04
1+00
2+00
1+39
1+00
1+88
1+00
WALL 'D' STA.
2+03.88 ~4.31' RT
XXXXXXXXXXX
W WOOD WALL
63
62
.
2
6
OE
OE
OE
OE
OE
OE
OE
OE
OE OE OE OE OE OE OE OE
OE
X
X
X
X
XX
X
X X X
X X X X X X X X
WALL 'C' STA.
2+41.01 ~3.67' RT 68.18 TW;
2+41.01 ~6.67' RT 68.18 TW
68.0 FG
66.0 FG
BMP 11
64.5 FG
WALL 'C' STA.2+61.77 ~7.67' RT 68.18 TW
68.18 TW
WALL 'C' STA.
2+62.26 ~0.0' RT 65.5 TW
WALL 'C' STA.
2+61.77 ~3.67' RT 68.18 TW
66.84 TW
68.0 FG
GRAND AVENUE
D-9 STORM DRAINCLEANOUT MODIFIEDWITH D-25 CURB OUTLET
WALL 'C' STA.2+61.77 ~0.67' RT 66.84 TW
66.0 FG HIDDEN LINE REPRESENTS
PARKING STRUCTUREBELOW
DASHED LINE REPRESENTSBUILDING OVERHANG
J:\ACTIVE JOBS\3802 WERMERS\CIVIL\DRAWING\GRADING PLANS
PA
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1
1
S
A
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D
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9
2
1
1
0
PH
:
(
8
5
8
)
2
5
9
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8
2
1
2
F
A
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:
(
8
5
8
)
2
5
9
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4
8
1
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REVIEWED BY:
DATEINSPECTOR
DATE
"AS BUILT"
ENGINEERING DEPARTMENT
RCE EXP.
BAK
SDP 2022-0006
25
GR 2023-0044
546-4A
HOPE APARTMENTS
HOPE AVENUE
CT 2022-0001
PLSA 3802
PLAN VIEW - RETAINING WALL PLAN
SCALE: 1" = 20'SITE NOTES
1. EXISTING SURVEY MONUMENTS TO BE PROTECTED IN
PLACE. IF A MONUMENT IS DISTURBED OR DESTROYED,IT SHALL BE REPLACED BY A LICENSED LANDSURVEYOR AND A CORNER RECORD OF SURVEY SHALLBE FILED WITH COUNTY.
2. ALL EXISTING STRUCTURES AND WALLS WITHIN THE
PROPOSED DISTURBED AREA TO BE DEMOLISHED
UNLESS OTHERWISE NOTED.
3. ALL EXISTING TREES WITHIN THE PROPOSED
DISTURBED AREA TO BE REMOVED AND THE AREACLEARED / GRUBBED UNLESS OTHERWISE NOTED.
4. ALL GAS & ELECTRIC UTILITIES TO BE REMOVED SHALLBE PER SEPARATE SDGE WORK ORDER
5. ONLY ONSITE IMPROVEMENTS TO BE REMOVED.
IMPROVEMENTS IN RIGHT-OF-WAY TO BE REMOVED
ARE PER SEPARATE PERMIT.
EXISTING EASEMENTS
SEE SHEET 6 FOR EXISTING EASEMENTS
PROPOSED EASEMENTS
SEE SHEET 6 FOR PROPOSED EASEMENTS
GRAPHIC SCALE: 1" = 20'
0 20'40'60'
WALL PLAN
CONSTRUCTION NOTES
1
2
EXISTING SURVEY MONUMENT TO BE PROTECTED IN
PLACE. SURVEY MONUMENTS DISTURBED OR
DESTROYED SHALL BE REPLACED BY A LICENSEDSURVEYOR.
CONSTRUCT MASONRY RETAINING WALL PER DETAILSHEET 25
GROUT MASONRY RETAINING WALL CONNECTION TO
MECHANICAL SHAFT
RAISED PLANTER NOTE
COURT YARD AND SHARED ACCESS DRIVEWAY RAISED PLANTERS PER
SEPARATE BUILDING PLAN SET
8
C1
LINE AND CURVE TABLE#BEARING / DELTA
D=65°24'37"
LENGTH RADIUS
L1
L2
6.28' 5.5'
N 56° 00' 18" E 5.00' -
-N 33° 57' 29" E 15.00'
RETAINING WALL NOTE
GROUT RETAINING WALL AND MECHANICAL SHAFT AT CONNECTION POINT
3
DETAIL - RETAINING WALL C
SCALE: 1" = 5'
MBI
Docusign Envelope ID: 80580EBA-0B98-4A23-805B-92DA4A186898
1/23/2025
1+00.00
68.25 TW
1+00.0064.23 TF 1+11.97
63.56 TF 1+38.2363.56 TF
1+38.2368.25 TW
BEGIN WALL 'A'END WALL 'A'
PROPOSED TOP OFFOOTING
DASHED DOT LINE
REPRESENTS PROPOSED
GRADE AT TOP OF WALL
PROPOSED TOP
OF WALL
DASHED LINE REPRESENTS
PROPOSED GRADE AT
BOTTOM OF WALL
PROPOSED STAIRS
PER SEPARATEBUILDING PLANS
1+38.23 ~5.61' RT68.92 TW
1+38.23
63.56 TF
1+38.23 ~4.33' RT
68.92 TW
END WALL 'B'
1+00.00 ~
68.51 TW
1+08.11 ~0.0'68.51 TW1+08.11 ~68.51 TW1+08.11 ~68.51 TW
1+09.31 ~0.0'66.50 TW
2+93.02 ~0.0'
66.50 TW
2+93.02 ~68.51 TW
1+00.0062.48 TF
1+75.89 ~3.67' RT68.51 TW1+75.89 ~6.67' RT68.51 TW
2+11.7261.81 TF 2+90.19
61.14 TF 2+93.0261.14 TF
0.67' RT
10.31' RT6.67' RT 1+97.48 ~3.67' RT68.51 TW1+97.48 ~6.67' RT68.51 TW
2+05.47 ~4.67' RT
68.51 TW
2+05.47 ~6.67' RT
68.51 TW
2+21.84 ~
68.51 TW
2+33.30 ~3.67' RT
68.51 TW
2+33.30 ~6.67' RT
68.51 TW
2+54.72 ~3.67' RT68.51 TW2+54.72 ~6.67' RT68.51 TW
2+62.71 ~3.67' RT68.51 TW
2+62.71 ~6.67' RT
68.51 TW
2+84.36 ~3.67' RT
68.51 TW
2+84.36 ~6.67' RT
68.51 TW
3.67' RT
2+25.30 ~3.67' RT
68.51 TW
2+25.30 ~6.67' RT
68.51 TW
PROPOSED TOP OFFOOTING
DASHED DOT LINE
REPRESENTS PROPOSED
GRADE AT TOP OF WALL
PROPOSED TOPOF WALL
DASHED LINE REPRESENTSPROPOSED GRADE ATBOTTOM OF WALL
BEGIN WALL 'B'
0.0'
PROPOSED STAIRS
PER SEPARATEBUILDING PLANS
2+21.84 ~
66.50 TW
2+92.35 ~6.67' RT68.51 TW
0.67' RT
1+00.00 ~5.61' RT
68.51 TW
1+00.00
62.48 TF
1+00.0061.48 TF
2+99.84
61.48 TF
1+00.00 ~0.0'
66.84 TW
1+00.00 ~3.67' RT
68.18 TW
2+99.84 ~0.0'65.50 TW
1+16.59 ~3.67' RT
68.18 TW
1+16.59 ~6.67' RT
68.18 TW
1+24.59 ~3.67' RT
68.18 TW
1+24.59 ~6.67' RT
68.18 TW
1+54.56 ~3.67' RT68.18 TW1+54.56 ~6.67' RT68.18 TW
1+62.76 ~6.67' RT68.18 TW
1+79.56 ~6.67' RT68.18 TW
1+87.76 ~3.67' RT68.18 TW1+87.76 ~6.67' RT68.18 TW
2+03.09 ~3.67' RT68.18 TW2+03.09 ~6.67' RT68.18 TW
2+11.09 ~3.67' RT68.18 TW2+11.09 ~6.67' RT68.18 TW
2+33.01 ~3.67' RT
68.18 TW
2+33.01 ~6.67' RT
68.18 TW
2+41.01 ~3.67' RT
68.18 TW
2+41.01 ~6.67' RT
68.18 TW
2+51.01 ~2.80' RT68.18 TW
2+62.26 ~0.0'65.50 TW
2+61.77 ~68.18 TW2+61.77 ~68.18 TW
3.33' RT
BEGIN WALL 'C'END WALL 'C'
PROPOSED TOP OFFOOTING
DASHED LINE REPRESENTS
PROPOSED GRADE AT
BOTTOM OF WALL
PROPOSED TOP
OF WALL
DASHED DOT LINEREPRESENTS PROPOSEDGRADE AT TOP OF WALL
2+99.17 ~
68.85 TW
1+79.56 ~0.0' RT
66.84 TW
1+79.56 ~3.84' RT
66.84 TW
1+87.76 ~0.0'
66.84 TW
1+88.43 ~3.67' RT
68.18 TW
PROPOSED STAIRSPER SEPARATE
BUILDING PLANS
2+61.77 ~
66.84 TW
2+99.84
61.48 TF
2+99.84 ~5.32' RT68.85 TW
2+99.84 ~8.11' RT
68.85 TW
2+99.84 ~1.33' RT
66.17 TW
2+99.84 ~2.66' RT67.51 TW
2+99.84 ~3.99' RT68.18 TW
7.45' RT
0.67' RT
2+61.10 ~3.67' RT
68.18 TW
7.45' RT
1+00.00 ~0.0'
66.30 TW
1+00.00
62.28 TF
1+51.8762.95 TF
1+69.16
63.62 TF 2+03.88
63.62 TF
1+55.29 ~3.91' RT68.31 TW1+55.29 ~8.0' RT68.31 TW
2+03.88 ~0.0'
68.31 TW
1+49.95 ~3.67' RT
68.31 TW
1+49.95 ~8.0' RT
68.31 TW
1+00.67 ~6.67' RT68.31 TW
1+40.45 ~3.67' RT
68.31 TW
1+40.45 ~6.67' RT
68.31 TW
PROPOSED TOP OF
FOOTINGDASHED LINE REPRESENTSPROPOSED GRADE ATBOTTOM OF WALL
PROPOSED TOPOF WALL
DASHED DOT LINE REPRESENTS
PROPOSED GRADE AT TOP OF WALL
BEGIN WALL 'D'END WALL 'D'
PROPOSED STAIRS
PER SEPARATEBUILDING PLANS
PROPOSED STAIRS
PER SEPARATE
BUILDING PLANS
1+00.00 ~5.32' RT68.98 TW1+00.00 ~7.33' RT68.98 TW
1+00.0062.28 TF
2+03.88 ~2.52' RT68.98 TW
2+03.88 ~4.31' RT68.98 TW
2+03.8863.62 TF
1+00.00 ~2.66' RT
67.64 TW
1+00.00 ~3.99' RT68.31 TW
DASHED DOT LINE REPRESENTSPROP. GRADE AT TOP OF WALL
1+00.00
68.25 TW 1+38.69
68.25 TW
1+00.00
64.23 TF 1+19.9564.90 TF
1+38.6964.90 TF
PROPOSED TOP OF
FOOTING
BEGIN WALL 'E'END WALL 'E'
DASHED LINE REPRESENTSPROPOSED GRADE ATBOTTOM OF WALL
PROPOSED TOP
OF WALL
1+00.0068.68 TW
1+87.8169.35 TW
1+79.8066.91 TF
1+87.81
66.91 TF1+37.2466.24 TF1+09.31
65.57 TF1+00.00
64.90 TF
DASHED DOT LINE REPRESENTS
PROP. GRADE AT TOP OF WALL
PROPOSED TOP OF
FOOTING
BEGIN WALL 'F'END WALL 'F'
DASHED LINE REPRESENTS
PROPOSED GRADE ATBOTTOM OF WALL
PROPOSED TOP
OF WALL1+17.29
69.35 TF
J:\ACTIVE JOBS\3802 WERMERS\CIVIL\DRAWING\GRADING PLANS
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REVIEWED BY:
DATEINSPECTOR
DATE
"AS BUILT"
ENGINEERING DEPARTMENT
RCE EXP.
BAK
SDP 2022-0006
25
GR 2023-0044
546-4A
HOPE APARTMENTS
HOPE AVENUE
CT 2022-0001
PLSA 3802
PROFILE VIEW - WALL 'A'
SCALE: 1" = 20' HORIZONTAL; 1" = 4' VERTICAL
WALL PROFILES
1+00 1+50
62 EL
66 EL
70 EL
PROFILE VIEW - WALL 'B'
SCALE: 1" = 20' HORIZONTAL; 1" = 4' VERTICAL
1+00 1+50 2+00 2+50 3+000+80
0+80
60 EL
64 EL
68 EL
72 EL
WALL NOTE:
-REFER TO SHEET 26 FOR WALL DETAILS AND
SCHEDULING
-TOP OF FOOTING TO BE EMBEDDED A MINIMUM
OF 0.5-FT BELOW BOTTOM OF WALL GRADE.
9
62 EL
66 EL
70 EL
60 EL
64 EL
68 EL
72 EL
PROFILE VIEW - WALL 'C'
SCALE: 1" = 20' HORIZONTAL; 1" = 4' VERTICAL
1+00 1+50 2+00 2+50 3+000+80
60 EL
64 EL
68 EL
72 EL
60 EL
64 EL
68 EL
72 EL
PROFILE VIEW - WALL 'D'
SCALE: 1" = 20' HORIZONTAL; 1" = 4' VERTICAL
1+00 1+50 2+00 2+200+80
60 EL
64 EL
68 EL
72 EL
60 EL
64 EL
68 EL
72 EL
PROFILE VIEW - WALL 'E'
SCALE: 1" = 20' HORIZONTAL; 1" = 4' VERTICAL
1+00 1+500+80
60 EL
64 EL
68 EL
72 EL
60 EL
64 EL
68 EL
72 EL
1+40
PROFILE VIEW - WALL 'F'
SCALE: 1" = 20' HORIZONTAL; 1" = 4' VERTICAL
1+00 1+500+80
64 EL
68 EL
72 EL
1+80
64 EL
68 EL
72 EL
MBI
Docusign Envelope ID: 80580EBA-0B98-4A23-805B-92DA4A186898
1/23/2025
12.0'
ACCESS ESMT
12.0'
ACCES ESMT
3.0'
18.0' PARKING1.0'
EX. 18" HDPE STORM DRAIN
PER DWG 515-5A
EX. 3" AC 7" AB
EX. 3" AC
4" AB
1.0%MIN
EX. 6" PCCCURB
EX. MODIFIEDPCC GUTTER PERDWG 515-5A
PL
13.0'
25.0'
PROP. AC
SAWCUT
PROP. PCC
CURB
PROP. PCC
SIDWALK
5.0'8.0'
PROP. RAISEDPLANTER
24.0' SHAREDDRIVE AISLE
SUBJECT
PROPERTY
2.0%(1-2%)
X
X
X
X
X
X X
OEOEOEOE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OEOEOEOEOEOEOEOE
OE
E
G
GG
G
D
DDD
DD
D
D
SSS
S SS
EEE E
E
E
E
C
C
E
WW W
WW
WW
70
69
69
69
69
69
69
69
69
68
68
68
68
68
6868
68
68
67
67
67
67
66
66
66
65
65
65
65 65
65
65
65
65
65
65
65
64
64
64
64
64
64
64
64
64
63
63
63
63
63
63
63
63
63
63
63
63
63
62
62
62
67.10 TC66.65 FL 67.84 TC67.30 FL 67.73 TC67.24 FL
68.49 TC68.06 FL
68.59 TC68.09 FL
68.61 TC68.22 FL
69.33 TC68.87 FL
68.98 TC68.47 FL
68.79 TC68.35 FL
68.97 TC68.58 FL
69.12 TC68.70 FL
68.47 TC68.10 FL
69.16 TC68.81 FL
69.52 TC69.16 FL
69.08 TC68.56 FL
69.50 TC69.23 FL
69.58 TC69.50 FL
68.30 TC68.27 FL
68.64 TC68.19 FL
68.44 TC68.03 FL
68.17 TC67.74 FL
68.09 TC67.70 FL
68.67 TC68.67 FL
68.48 TC68.43 FL
68.98 TC68.48 FL
69.22 TC68.78 FL
68.09 TC67.65 FL
69.30 TC68.84 FL
68.52 TC68.04 FL
68.96 TC68.59 FL
69.30 TC68.80 FL
69.12 TC68.70 FL
68.94 TC68.54 FL
68.58 TC68.16 FL
68.34 TC67.95 FL
68.36 TC67.93 FL
68.70 TC68.28 FL
68.53 TC68.08 FL 68.76 TC68.76 FL
68.75 TC68.31 FL67.95 TC67.90 FL67.41 TC67.31 FL65.86 TC65.80 FL65.20 TC64.71 FL63.18 TC62.73 FL62.80 TC62.31 FL
63.07 TC63.04 FL
63.29 TC63.25 FL
67.58 TC67.08 FL
67.88 TC67.44 FL
67.43 67.68 67.77
67.89
68.00
68.41
68.79
68.32
67.90
67.66
68.54
68.69
68.2168.63
69.38
69.43
69.55
69.44
69.51
69.39
69.42
69.4969.4669.45
69.41
69.37
69.39
69.3869.42
69.26
69.29
69.17
69.10
68.76
67.49
67.89 TC67.51 FL 68.74 TC68.24 FL
68.22
68.18
67.96 TC67.56 FL
68.45 TC68.00 FL
69.45
61.72
62.05
62.06
62.67 63.46 64.75 65.46 66.60 67.77
63.43
63.30
63.2162.2
662.1
9
62.95
61.70
61.51
61.42
61.8062.45 62.69
62.6
0
62.1562.44
62.5
362.3062.58
62.9362.5262.63
62.55
63.09
62.84
62.95
63.32
63.00
63.16
62.56
63.13
61.91 FL
62.41 TC61.92 FL 63.04 TC62.59 FL 63.65 TC63.25 FL 64.83 TC64.38 FL 66.04 TC65.54 FL 66.80 TC66.37 FL
68.05 TC67.53 FL
68.93 TC68.46 FL
67.95 TC67.52 FL66.84 TC66.32 FL65.03 TC64.54 FL63.90 TC63.37 FL
62.19 TC61.77 FL62.08 TC61.62 FL
61.54 TC61.49 FL61.47 TC61.39 FL
62.04 RIM
66.60 RIM
68.69 RIM
69.33 RIM
68.87 RIM
68.33 RIM68.30 RIM68.29 RIM
64.94 RIM
63.34 IE 66.29 IE62.38 TW 63.21 TW
68.02 TW
68.61 TW
67.60 TW
67.54 TW
70.75 TW
70.77 TW
70.83 TW
70.79 TW
70.79 TW
68.82 TW
65.22 TW
65.33 TW68.77 TW
68.70 TW
62.1 63.8 64.4
64.563.862.7
63.3 63.7 64.2
64.763.363.6
69.70 TW
69.71 TW
69.71 TW
69.75 TW70.42 TW
70.31 TW
74.23 TW
74.24 TW
69.59 TW
74.36 TW
69.54 TW
69.54 TW
68.21 TW
63.61
63.6
2
68.
3
2
63.73
67.4
063.36
68.6
763.6
3
69.1664.55 64.8069.02
65 66 67
62 696867
65.33
64.35
63.2362.91
62.71
63.36
63.27
64.15 64.47 65.06
66.06 TC65.77 FL
64.91
65.17 TC64.85 FL
65.68 TC65.36 FL65.11 TC64.64 FL
65.81 TC65.50 FL
EXISTING1 STORYBUILDING
EXISTINGMULTI STORYBUILDING
EXISTINGMULTI STORYBUILDING
EXISTINGMULTI STORYBUILDING
EXISTINGMULTI STORYBUILDING
EXISTINGMULTI STORYBUILDING
EXISTING1 STORYBUILDING
EXISTING1 STORYBUILDING
W W W W WSSSS S
S S S S S SWWWWWW
G
G
G
G
G G G G
G
G
G G G G G G
OE
OE
OE
OE OE OE OEES
S
SD
W
W
W
W
G
SD XX
X
XXX
X
X X
XX
X
X
E
ST
O
P
AH
E
A
D
ST
O
P
X
GRAND AVENUE
68.5 FS
68.55 FS
68.95 TC68.45 FL
1.7%
LA
LA
2.0%MIN.
68.45 FS 68.45 FS
LA
4.0'4.0'6.0'
68.1 FS
68.05 FS
1.0%
68.6 FS
68.3 TG66.95 IE
68.2 TG66.95 IE
68.55 FS
3.0'68.55 FS 8.3%1.5%1.5%
6" PCC CURB AND GUTTERPER SDRSD G-2
LA
DECORATIVE PAVERS PERSEPARATE LANDSCAPEPLANS
BUILDING OVERHANG 12" X 12" AREADRAIN 6" PVC STORMDRAIN
68.5 FG
6" PVC STORMDRAIN
6" PVC STORMDRAIN
12" X 12" AREADRAIN68.0 FG
CONSTRUCT TYPE D-3 PCC PEDRAMP PER SDRSD G-31 W/TRUNCATED DOMES PER G-30
68.7 FS
68.3 TG67.2 IE68.5 FG
(69.5 TW)
(65.2 BW)
EX. RETAINING
WALL TO REMAIN
EX. PCC CURBTO REMAIN
PROP. 4" DECORATIVEPAVERS PER SEPARATELANDSCAPE PLANS
68.3 FG
APPROX.
EX. GRADE
PROJECT SITE
5.1'
(~2%)
2.0%
68.15 FL
68.0 TW
65.55 BW66.3 TW
65.55 TW@ FG
(64.3 BW)
H= 2.0 FT2%
PROP. PCC
CURB AND
GUTTER
PROP. AC SAWCUT
SEE DETAIL SHEET 11
CL
PL13.0'
43.0'
PROP. 6" PVC STORMDRAIN TO BMP 12
FLOOR 2
FLOOR 3
FLOOR 4
8" PVC WATER MAIN
PER DWG 546-4
30.0' DEDICATION
PROP. MASONRY RETAINING
WALL PER DETAIL SHEET 25
GRAND AVENUE
6.9'
MAXIMUM BUILDING
HEIGHT = 113.0; SEE
ARCHITECTURAL PLANS
/ EX. PL
PROP.
APPROX. EXISTING
GRADE
FLOOR 1
FF = 68.6
PAD = 68.0
1.6'
SUBTERRANEAN
GARAGE; SHORING WALL
SEE SHEETS 13-23 FORSHORING DESIGN
SUBTERRANEAN
PARKING LEVEL 1 ~47.00
SUBTERRANEAN
PARKING LEVEL 1 ~56.17
PROP. 6" PVC STORM
DRAIN TO BMP 11
PROP. 6" PVC SEWER LATERAL PER SEPARATE
PRIVATE UTILITY PLAN; SHOWN FOR REFERENCE ONLY
% PER ARC'H
PLANS
SAWCUT EXISTINGAC PAVEMENT
PL24.9'
17.9'7.0'
ACCESS ROAD
(PRIVATE ROAD)
10.2%
SD SD
12" TRENCH DRAIN;
67.5 TG64.8 IE
6" PVC STORM DRAIN@ 1.0% MIN.;CONNECT TO PVT SD
EXISTING ACCPAVEMENT TOREMAIN
7.5" PCC OVER 6" AB OVER 12"SUBGRADE COMPACTED TO 95%PER GETOECH. RECOMMENDATIONS
(~1%)
APPROX. EXISTINGGRADE
66.5 TW
65.75 TW@FG
(63.9 BW)H=2.6 FT
3.5'FLOOR 1
FF = 68.6
PAD = 68.0
FLOOR 2
FLOOR 3
FLOOR 4
PROP. MASONRY
RETAINING WALL PER
DETAIL SHEET 25
PL
68.0 TW
65.75 BW
24.0'DRIVE ASILE18.0' PARKING
(63.5 FL)
MAXIMUM BUILDINGHEIGHT = 113.0; SEEARCHITECTURAL PLANS
11.1'
BMP 10;65.75 FGA = 555 SF
APN: 203-320-40
68.0 FG
5%
SUBTERRANEAN
PARKING LEVEL 1 ~56.17
SUBTERRANEAN
PARKING LEVEL 1 ~47.00SUBTERRANEAN
GARAGE; SHORING WALL
SEE SHEETS 11-23 FOR
SHORING DESIGN
MULTI STORY
SD
SD
SD
SD
SD
SD
SD
SDSDSD
SDSDSDSDSDSD
SD SD SD SD SD SD SD SD SDSD
SDSDSDSDSD
68.5 FS
68.55 FS
68.95 TC
68.45 FL
1.7
%
LA
LA
2.
0
%
MI
N
.
68.45 FS 68.45 FS
4.
0
'
4.0'
6.0
'
68.1 FS
68.05 FS
1.0%
68.6 FS
68.3 TG66.95 IE
68.2 TG66.95 IE
68.55 FS
3.0'
68.55 FS
8.3
%
1.
5
%
1.5%
6" PCC CURB AND GUTTERPER SDRSD G-2
LA
DECORATIVE PAVERS PERSEPARATE LANDSCAPE
PLANS
BUILDING OVERHANG 12" X 12" AREA
DRAIN
6" PVC STORM
DRAIN
68.5 FG
6" PVC STORMDRAIN
6" PVC STORM
DRAIN
12" X 12" AREADRAIN
68.0 FG
CONSTRUCT TYPE D-3 PCC PEDRAMP PER SDRSD G-31 W/TRUNCATED DOMES PER G-30
68.7 FS
68.3 TG
67.2 IE68.5 FG
FIRSTFF = 68.6
X
X
2%MIN.
PRIVATE DRIVE ISLE
RAILING PER SEPARATELANDSCAPE PLANS
DASHED LINE REPRESENTS
APPROX. EXISTING GRADE68.5 FS 68.3 FS 69.75 TC
69.25 FL
13.5'
8.5'5.0'
6" PVC STORM DRAIN;
66.6 IE
DEEPENED 6" PCC
CURB PER SDRSD G-2
4" PCC PAVEMENT
AC PAVEMENT
SAWCUT PER DETAIL
SHEET 11
APPROX. EXISTING
GRADE
FLOOR 2
FLOOR 3
FLOOR 4
66.0 TW
(62.7 BW)
H= 3.3 FT
PL
COURTYARD
64.1'
PROP. MASONRY RETAININGPER DETAIL SHEET 25
2.5'PROP. RAISED PLANTER / BIOFILTRATIONBMP (TYP.); SEE DETAIL SHEET 11;ROUTING FROM COURTYARD TO OUTLETPER SEPARATE BLDG PLAN
HOPE AVENUE
(PUBLIC ALLEY)
MAXIMUM BUILDING
HEIGHT = 113.0; SEEARCHITECTURAL PLANS
68.0 TW
66.0 BW
SUBTERRANEAN
PARKING LEVEL 1 ~56.17
SUBTERRANEAN
PARKING LEVEL 1 ~47.00
FLOOR 1
FF = 68.6
PAD = 68.0
0.5' DEDICATION
SUBTERRANEANGARAGE; SHORING WALL
SEE SHEETS 13-23 FOR
SHORING DESIGN
FLOOR 2
FLOOR 3
FLOOR 4
PL
PROP. PCC CURB
PER SDRSD G-1
PROP. AC SAWCUTSEE DETAIL SHEET 11
PROP. 4" PCC
SIDEWALK
26.4'
12.0'ESMT
PROPOSED 3" PVC SIDEWALK UNDER
DRAIN PER SDRSD D-27 FROM RAISED
PLANTER BMP TO CURB FACE
ACCESS ROAD
(PRIVATE ROAD)
DRIVE AISLE
MAXIMUM BUILDINGHEIGHT = 113.0; SEEARCHITECTURAL PLANS
FLOOR 1
FF = 68.6
PAD = 68.0
SUBTERRANEAN
PARKING LEVEL 1 ~56.17
SUBTERRANEAN
PARKING LEVEL 1 ~47.00
14.4'
2.0%
APPROX. EXISTINGGRADE
PVT 8" PVC FIRE SERVICE PER
SEPARATE PVT UTILITY PLAN
RAISEDPLANTER PERSEPARATEBLDG PLANS
SUBTERRANEAN
GARAGE; SHORING WALL
SEE SHEETS 13-23 FORSHORING DESIGN
J:\ACTIVE JOBS\3802 WERMERS\CIVIL\DRAWING\GRADING PLANS
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REVIEWED BY:
DATEINSPECTOR
DATE
"AS BUILT"
ENGINEERING DEPARTMENT
RCE EXP.
BAK
SDP 2022-0006
25
GR 2023-0044
546-4A
HOPE APARTMENTS
HOPE AVENUE
CT 2022-0001
PLSA 3802
SECTIONS & DETAILS
TYPICAL SECTION - PRIVATE ROAD
NOT TO SCALE
PLAN VIEW - KEY MAP
NOT TO SCALE
SECTION CUT E-E
NOT TO SCALE
TYPICAL SECTION - PRIVATE GARAGE ENTRANCE
NOT TO SCALE
SECTION SCALE NOTE: ALL SECTION VIEWS
DRAWN TO RELATIVE SCALE, HOWEVER, REFER
TO PLAN VIEW FOR SCALED DIMENSIONS
NOTE: INTERIOR PARKING GARAGE DRAINS AND INLETS FOR WASHDOWN AND NUISANCE WATER TO PLUMB TO SANITARY SEWER; ANY
NON-STORMWATER / RAINWATER DISCHARGE TO MS4 IS PROHIBITED
REFER TO ARCHITECTURAL PLANSFOR DRIVEWAY / PARKING GARAGERAMP SLOPE INFORMATION; FINAL
DESIGN WILL INCORPORATE 5-FT
VERTICAL CURVES AS NECESSARY A B
C
HO
P
E
A
V
E
N
U
E
CARLSBAD VILLAGE DRIVE
F
E E
SHORING NOTE:
REFER TO SHORING SHEET 7 FOR SHORING
RELATED SECTION CUTS.
C
D
D
A B
F
SECTION CUT C-C
NOT TO SCALE
SECTION CUT D-D
NOT TO SCALE
SECTION CUT A-A
NOT TO SCALE
SECTION CUT B-B
NOT TO SCALE
10
SECTION CUT F-F
NOT TO SCALE
PED RAMP DETAIL A
NOT TO SCALE
MBI
Docusign Envelope ID: 80580EBA-0B98-4A23-805B-92DA4A186898
1/23/2025
GU
T
T
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L
I
N
E
SA
W
C
U
T
L
I
N
E
3.0' MIN
2.0' MIN
6" PCC CURB & GUTTER
PER SDRSD G-2
STRUCTURAL SECTION 4" AC OVER 6"CLASS II AB OVER NATIVE SUBGRADECOMPACTED TO 95% REL. COMP.;
SECTION DEPTH CONFIRMATION BASED
ON FIELD R-VALUE TEST
COLD PLAN AND OVERLAY(2" MIN. DEPTH) TO PROVIDESMOOTH TRANSITION 1'WIDE MINIMUM
EXISTING AC PAVEMENT
SEE TABLE FORPONDING DEPTH
6" LAYER OF 3/4" CLEAN
CRUSHED ROCK
18" THICK LAYER OF
ENGINEERED SOIL; *SEE
NOTE BELOW
PLANTERWATERPROOFINGPER SEPARATEBUILDING PLANS
ROOF DOWNSPOUT
PIPE TO CONVEY
STORMWATER TO
PLANTER
DEEP ROOTED, DENSE,
DROUGHT TOLERANTPLANTING SUITABLE FORWELL-DRAINED SOIL
CATCH BASIN BY BROOKS PRODUCTS OR
APPROVED EQUAL FOR EMERGENCYBACKFLOW; SEE TABLE FOR SIZE
6" PVC OUTLETPIPE (TYP.)
3"
6" DIAMETERPERFORATEUNDERDRAIN PIPE
PLANTER WATER PROOFINGIMPERVIOUS LINER PERBUILDING PLANS
FS ELEV.PER PLAN
RAISED PLANTER WALL AND
FOUNDATION PER SEPARATE
BUILDING PLANS CBR2024-0862;REFER TO SEPARATE LANDSCAPEPLANS FOR COLOR AND FINISH
TW ELEV. =PER PLAN
FG= PER PLAN
GRATE SIZEBMP1234567891018"X18"11
PONDING DEPTH LOCATION TYPEPODIUM LEVEL
TERRACED WALLTERRACED WALL
1.0'
PODIUM LEVELPODIUM LEVELPODIUM LEVELPODIUM LEVELPODIUM LEVELPODIUM LEVELPODIUM LEVEL
C/O RIM EL.
= TG PER
PLAN + 1"
RAISED PLANTER WALL ANDFOUNDATOIN PER SEPARATEBUILDING PLANS CBR2024-0862;
REFER TO SEPARATE LANDSCAPE
PLANS FOR COLOR AND FINISH
10"2 -12"X12"
3" LAYER OF 3/8" PEA
GRAVEL
3" LAYER OFHYDRAULIC MULCH
24" X 24"
1 -18"X18"; 1 -12"X12"
16"
12 TERRACED WALL
PODIUM LEVEL
SPLASH GUARD
FOR ROOF DRAIN
10"
9"
16"16"16"
10"2 -12"X12"
3 -12"X12"
12"X12"
12"X12"12"X12"9"
NOTE: ALL PLANTERS SHALLHAVE 2" MINIMUM FREEBOARD
9"
10"3 -12"X12"
1 -18"X18"; 1 -12"X12"
10"3 -12"X12"
*BIOFILTRATION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM
18" DEEP "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY
CONTENT. THE MIX SHALL CONTAIN 50-60% SAND, 20-30%
COMPOST OR HARDWOOD MULCH, AND 20-30% TOPSOIL.
9" x 30" x 12" DEEP TYPE 1SPLASH PAD PER SDC DSGS-5.06 (NO. 2 COARSEAGGREGATE ROCK)
R=6"
(TYP.)
6" PCC C&G PER
SDRSD G-02GUTTER LIP
2
.
5
'
1
.
0
'
1
.
0
'
C C
D
D
18" CURB CUT OPENING
CENTERED AT TREE WELL
LOCATION AS SHOWN ON SHEET 4
GUTTER LIP
4
.
5
'
G
U
T
T
E
R
D
E
P
R
E
S
S
I
O
N
6" PCC C&G PERSDRSD G-02
LIMITS OF 9" X
30" TREE GRATE
SUPPORT
6" PCC C&G PERSDRSD G-2
STREET FLOW
COMPACTEDSUBGRADE
CURB CUT PER
DETAIL THIS
SHEET
30 MIL PLASTICIMPERMEABLE LINERAND ROOT BARRIER
9" X 30" PCC TREEGRATE SUPPORT PERSDRSD L-4
SPLASH PAD PERGS-5.06
12"
12"
TOP OF 6"PCC C&G TOP OF 6"
PCC C&G
4.5'
FLOWLINE(PER PLAN)
FLOWLINE
(PER PLAN)1" GUTTERDEPRESSION @TREE WELL1" VERTICAL GUTTER
TRANSITION OVER 1'
HORIZONTAL
* 1.5' CURB CUT
OPENING 1.0' 1.0'
7"
1"
2.5'
*REPLACE CURB TONEAREST JOINT
3.0'
6.2'
TW = PER PLANBW = PER PLAN
TW = PER PLANBW = PER PLAN
TERRACED WALL
SYSTEM WITHOUT TREE
TERRACED WALL
SYSTEM WITH TREE;RETAINING WALL PERSHEET 25
3.0'
8.9'
6.0'
*SEE TYPICAL RAISEDPLANTER DETAILTHIS SHEET
*WHEN APPLICABLE
STANDARD
CLEANOUT LID;
65.5 RIM
3' x 0.25' DRAINAGE CHANNEL
PER SDRSD D-25; OUTLET TO
GRAND AVENUE; 61.9 IE OUT
MODIFIED TYPE A4
CLEANOUT PER
SDRSD D-9; MODIFIED
WITH X =3.5'; Y=4.0';MODIFIED WITH D-25DRAINAGE CHANNELOUTLET
MODIFIED D-25 CURB
OUTLET; CONNECT D-25DRAINAGE CHANNEL TOD-9 CLEANOUT
12" PVC INFLOW PIPE INTO CLEAN
OUT FROM RAISED PLANTER BMPS
BEYOND; 61.95 IE IN
PROPOSED TERRACED
RETAINING WALL SYSTEM
PER DETAIL SHEET 2565.5 TW64.5 FG@TW62.5 BW
PROPOSED TERRACEDRETAINING WALL SYSTEM;68.18 TW68.0 TW@FG
64.5 BW@FG
RAISED PLANTER
BMP 11; 64.5 FG
6" PCC C&GPER SDRSD G-2
STREET FLOW
COMPACTEDSUBGRADE
12" SAND
FILTER LAYER
5.25' LIMITS OF STRUCTURAL SOIL
ROOT BARRIER
PER SDRSD L-6
30 MIL PLASTIC
IMPERMEABLE LINER
36" DEEP STRUCTURAL
SOIL; STRUCTURAL PER
A-1 STRUCTURAL SOIL OR
APPROVED EQUAL
UNCOMPACTED
SUBGRADE
3" MIN MULCH
LAYER
ROOTBALL
1"
7" DEPRESSION
@ CURB CUT PER
DETAIL B-B
30 MIL PLASTICIMPERMEABLE LINER
SPLASH
PAD PER SDC GS
DS GS-5.06
4:1
1"
30 MIL PLASTICIMPERMEABLE LINER
ADJACENTLANDSCAPED AREA
COMPACTED
SUBGRADE
8" PERFORATED PVC STORMDRAIN 64.05 IE OUT; CONNECTTO PVT 18" HDPE STORMDRAIN
67.9 FG
1.0'
1.0'
12" SAND FILTERLAYER
10.0' LIMITS OF STRUCTURAL SOIL
ROOT BARRIER
PER SDRSD L-6 30 MIL PLASTICIMPERMEABLE LINER
36" DEEP STRUCTURAL
SOIL; STRUCTURAL PER
A-1 STRUCTURAL SOIL OR
APPROVED EQUALUNCOMPACTED SUBGRADE
COMPACTED
SUBGRADEROOT
BALL
30 MIL PLASTIC
IMPERMEABLE LINER
3" MULCH
ADJACENT LANDSCAPED
AREA ON PROJECT SITE
COMPACTEDSUBGRADE
4:1
ADJACENT LANDSCAPEDAREA ON PROJECT SITE
ROOT BARRIERPER SDRSD L-6
3" MULCH
8" PVC PERFORATED STORM
DRAIN 64.05 IE; CONNECT TO
PVT 18" HDPE STORM DRAIN
10' DIAMETER CANOPY STREETTREE WITH 157 CF MINSTRUCTURAL SOIL**
PCC CURB &GUTTER (SIZEPER PLAN)
PCC CURB &
GUTTER (SIZEPER PLAN)
B B
A
A LIMIT OFSTRUCTUAL SOIL
LA
LIMITS OF 30 MIL PLASTICIMPERMEABLE LINER ALONG
SIDES OF STRUCTURAL SOIL
SPLASH PADPER GS-5.06
LA
5'.754:1 SLOPE
4:1 SLOPE
1.5'
0.75'0.75'
0.
0
5
'VARIES VARIES
PROPOSED AC PAVEMENT;THICKNESS PER
GEOTECHNICAL
RECOMMENDATIONS; 4"
AC MINIMUM
PROPOSED 3' WIDE,
8" THICK PCC
RIBBON GUTTER
SUBGRADE; THICKNESSPER GEOTECHNICALRECOMMENDATION;6" AB MINIMUM
FL
FL + 0.05'1% MIN. SLOPE TO DRAIN, TYP.
AREA DRAIN GRATE SIZE PER PLAN
6" DIA. PVC RISER(LENGTH AS REQUIRED)
TOP OF PAVING PER PLAN
SINGLE OR DOUBLE ENTRYPVC CATCH BASIN AS REQ'D.
5
4
3
2
1
NOTE:
-ALL AGGREGATE MUST BE CLEAN/WASHED AND FREE OF FINES (SAND, SILT, ETC.)
-THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED
-EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE
-NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED
-SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL-SUBDRAIN MAY BE REQUIRED
-PAVER INSTALLATION SHALL BE PER MANUFACTURER'S RECOMMENDATIONS; PAVER SECTION PER
GEOTECHNICAL ENGINEER RECOMMENDATIONS AND REQUIRED TO MAINTAIN IMPOSED LOADS OF
NOT LESS THAN 75,000 LBS
SOIL SUBGRADE
MIN. 6" THICK OF 34" CRUSHED ROCK
CHOKER COURSE-4" THICK OF 38" TO 12"
(NO.57) CRUSHED ROCK
BEDDING COURSE-1" THICK OF 18" TO 38"
(NO.8) AGGREGATE
VOID FILLER-18" TO 38" (NO.8)AGGREGATE IN VOIDS APPROVED
PERVIOUS PAVERS
W/ MIN. 38" VOID
6" X 16" PCC FLUSH CURB OR
DEEPENED G-1 CURB
12" X 12" BROOKS
BOX CATCH BASIN TG = PER PLAN
IE = PER PLAN
3" LAYER OFHYDRAULICMULCH
DEEP ROOTED, DENSE,
DROUGHT TOLERANT
PLANTING SUITABLE FOR
WELL-DRAINED SOIL
FG= PER PLAN 3:13:1
IMPERMEABLE LINER (MIRAFI
30-MIL 140N OR APPROVEDEQUAL) TO WRAP SIDES ANDBOTTOM OF BASIN
6" PERFORATED SUBDRAINSYSTEM
6" LAYER OF 3/4" CLEAN
CRUSHED ROCK
3" LAYER OF 3/8" PEAGRAVEL
18" THICK LAYER OF
ENGINEERED SOIL; *SEE
NOTE ABOVE
3"
6" PVC OUTLETPIPE (TYP.)
SEE TABLE FORPONDING DEPTH
SEE TABLE FOR
FREEBOARD DEPTH
BMP SIZE16 SF76 SF
PONDING DEPTH FREEBOARD DEPTH2.4"2"3.6"5"
*BIOFILTRATION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM18" DEEP "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAYCONTENT. THE MIX SHALL CONTAIN 50-60% SAND, 20-30%
COMPOST OR HARDWOOD MULCH, AND 20-30% TOPSOIL.
J:\ACTIVE JOBS\3802 WERMERS\CIVIL\DRAWING\GRADING PLANS
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REVIEWED BY:
DATEINSPECTOR
DATE
"AS BUILT"
ENGINEERING DEPARTMENT
RCE EXP.
BAK
SDP 2022-0006
25
GR 2023-0044
546-4A
HOPE APARTMENTS
HOPE AVENUE
CT 2022-0001
PLSA 3802
SECTIONS & DETAILS
TYPICAL DETAIL - SAWCUT AC PAVEMENT
NOT TO SCALE
TYPICAL DETAIL - RAISED PLANTER BMP
NOT TO SCALE
PLAN VIEW - CURB CUT @ TREE WELL SDC
GS DS GS-5.01
NOT TO SCALE
SECTION C-C CURB CUT @ TREE WELL SDC GS
DS GS-5.01
NOT TO SCALE
SECTION D-D CURB CUT @ TREE WELL SDC GS
DS GS-5.01
NOT TO SCALE
PERMANENT WATER QUALITY
TREATMENT FACILITY
KEEPING OUR WATERWAYS CLEAN
MAINTAIN WITH CARE - NO MODIFICATIONS WITHOUT AGENCY APPROVAL
*** WATER QUALITY SIGN TO BE INCLUDED W/ EACH BASIN
TYPICAL DETAIL - TERRACED WALL
NOT TO SCALE
TYPICAL DETAIL - MODIFIED D-25 CURB
OUTLET WITH D-9 CLEANOUT
NOT TO SCALE
NOT TO SCALE
SECTION B-B TREE WELL W/ GRATE MODIFIED
SDC GS 1.02 (TREE WELL - BMP 13)
NOT TO SCALE
SECTION A-A TREE WELL W/ GRATE MODIFIED
SDC GS 1.02 (TREE WELL - BMP 13)
PLAN VIEW - CURB CUT @ TREE WELL (BMP 13)
NOT TO SCALE
11
TYPICAL DETAIL - PCC RIBBON GUTTER
NOT TO SCALE TYPICAL DETAIL - AREA DRAIN IN HARD SCAPE
NOT TO SCALE
TYPICAL DETAIL - PERVIOUS PAVERS
NOT TO SCALE
TYPICAL DETAIL - RECONFIGURED BMP
NOT TO SCALE
MBI
Docusign Envelope ID: 80580EBA-0B98-4A23-805B-92DA4A186898
1/23/2025
9"TP9"TP
9"TP9"TP
7"TD4"TD
8"TD(4)
8"TD (4)
10"TD
12"TD
14"
T
D
1
0
"
T
D
10
"
T
D
6"TD
6"TD
16"TC
42"TC
16"TC
15"TC
12"TC
16"TP
16"TP
16"TP
16"TP
11"TD 11"TD
12"TD
11"TD 11"TD
12"TD
11"TP 11"TP
X X X X
X
X
X
XXXX
X
X
X
X
X
X
X
X X X X X X X
X
X
OEOEOEOEOEOEOEOEOEOEOEOEOE
OEOE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OEOE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OEOEOEOEOE
OEOEOEOEOEOEOE
OE
OEOE
OEOEOE
OE
OE
OEOEOEOEOEOEOEOEOEOEOEOE
OE OE
OE
OE
OE
OE
E
G
GG
G
D
D
D
D
D
D
D
D
SSS
S SS
EEE E
E
E
E
C
C
E
WW W
WW
WW
RAMP
WOOD WALL
CONCPAD
MON. WELL
GEO GRIDTRANS PAD
MON.WELL
EXISTING1 STORYBUILDING
EXISTINGMULTI STORYBUILDING
EXISTINGMULTI STORYBUILDING
EXISTINGMULTI STORYBUILDING
EXISTINGMULTI STORYBUILDING
EXISTINGMULTI STORYBUILDING
EXISTING1 STORYBUILDING
EXISTING1 STORYBUILDING
W W W W W W W W W W W W W W W W W W
S S S S S S S S S S S S S S S S S S
S S S S S S S S S S S S S S S S S S S S S S S
WW
W
W
W
W
W
W
W
W
S
S
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G G G G G G G G G G G G G G G G G
G
S
S
G
G
G
G
G
GGG
G G G G G G G G G G G G G G G G G G G G G G G
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE
OE
OE
E E E E E E
SD
S
S
S
S
S
S
S
SD
SD
SD
SD
W
W
W
W
W
W
W
W
SD SD SD
SD
W
W
W
WWWWWW
SD
W
W
W
W
SD
SD
SD
G G G G G G
W
W
W
W
S
WWW WW
W
W
SDSDSDSDSDSSSSSS S S S S
RAMP
WOOD WALL
71
70
70
69
69
69
69
69
69
69
69
68
68
68
68
68
68
68
68
68
67
67
67
67
66
66
66
65
65
65
65
65
65
65
65
65
65
65
65
64
64
64
64
64
64
64
6
4
64
63
63
63
63
63
63
63
63
63
63
63
63
63
62
62
62
CONCPAD
MON. WELL
GEO GRIDTRANS PAD
MON.WELL
67.10 TC66.65 FL 67.84 TC67.30 FL
67.73 TC67.24 FL
68.49 TC68.06 FL
68.59 TC68.09 FL
68.61 TC68.22 FL
69.33 TC68.87 FL
68.98 TC68.47 FL
68.79 TC68.35 FL
68.97 TC68.58 FL
69.12 TC68.70 FL
68.47 TC68.10 FL
69.16 TC68.81 FL
69.52 TC69.16 FL
69.08 TC68.56 FL
69.50 TC69.23 FL
69.58 TC69.50 FL
68.30 TC68.27 FL
68.64 TC68.19 FL
68.44 TC68.03 FL
68.17 TC67.74 FL
68.09 TC67.70 FL
68.67 TC68.67 FL
68.48 TC68.43 FL
68.98 TC68.48 FL
69.22 TC68.78 FL
68.09 TC67.65 FL
69.30 TC68.84 FL
68.52 TC68.04 FL
68.96 TC68.59 FL
69.30 TC68.80 FL
69.12 TC68.70 FL
68.94 TC68.54 FL
68.58 TC68.16 FL
68.34 TC67.95 FL
68.36 TC67.93 FL
68.70 TC68.28 FL
68.53 TC68.08 FL
68.76 TC68.76 FL
68.75 TC68.31 FL67.95 TC67.90 FL67.41 TC67.31 FL
65.86 TC65.80 FL65.20 TC64.71 FL63.18 TC62.73 FL
62.80 TC62.31 FL
63.07 TC63.04 FL
63.29 TC63.25 FL
67.58 TC67.08 FL
67.88 TC67.44 FL
67.89 TC67.51 FL
68.74 TC68.24 FL
67.96 TC67.56 FL
68.45 TC68.00 FL
62.41 TC61.92 FL 63.04 TC62.59 FL 63.65 TC63.25 FL 64.83 TC64.38 FL
66.04 TC65.54 FL 66.80 TC66.37 FL
68.05 TC67.53 FL
70.65 TC70.19 FL
68.93 TC68.46 FL
67.95 TC67.52 FL66.84 TC66.32 FL65.03 TC64.54 FL63.90 TC63.37 FL
62.19 TC61.77 FL
62.08 TC61.62 FL
61.54 TC61.49 FL
61.47 TC61.39 FL
62.04 RIM
66.60 RIM
68.69 RIM
68.87 RIM
68.33 RIM
68.30 RIM
68.29 RIM
64.94 RIM
63.34 IE
66.29 IE62.38 TW 63.21 TW
68.02 TW
68.61 TW
67.60 TW
67.54 TW
70.75 TW
70.77 TW
70.83 TW
70.79 TW
70.79 TW
68.82 TW
65.22 TW
65.33 TW
68.77 TW
68.70 TW
69.70 TW
69.71 TW
69.71 TW
69.75 TW
70.42 TW
70.31 TW
74.23 TW
74.24 TW
69.59 TW
74.36 TW
69.54 TW
69.54 TW
66.06 TC65.77 FL
65.17 TC64.85 FL
65.68 TC65.36 FL
65.11 TC64.64 FL
65.81 TC65.50 FL
67.43 67.68 67.77
67.89
68.00
68.41
68.79
68.32
67.90
67.66
68.54
68.69
68.21
68.63
69.38
69.43
69.55
69.44
69.51
69.39
69.42
69.4969.4669.45
69.41
69.37
69.39
69.38
69.42
69.26
69.29
69.17
69.10
68.76
67.49
68.22
68.18
69.45
61.72
62.05
62.06
62.67
63.46
64.75
65.46 66.60
67.77 69.43
70.32
63.43
63.30
63.2162
.
2
6
62
.
1
9
62.95
61.70
61.51
61.42
61.8062.45 62.69
62
.
6
0
62.15
62.44
62.
5
3
62.30
62.58
62.9362.52
62.63
62.55
63.09
62.84
62.95
63.32
63.00
63.16
62.56
63.13
62.1
63.8 64.4
64.563.862.7
63.3 63.7 64.2
64.763.363.6
63.61
63
.
6
2
68.
3
2
63.73
67.
4
0
63.36
68
.
6
7
63
.
6
3
69.16
64.55 64.80
69.02
65.33
64.35
63.2362.91
62.71
63.36
63.27
64.15 64.47 65.06
64.91
9"TP9"TP
9"TP9"TP
7"TD4"TD
8"TD(4)
8"TD (4)
10"TD
12"TD
14"T
D
10"
T
D
10"TD
6"TD
6"TD
16"TC
42"TC
16"TC
15"TC
12"TC
16"TP
16"TP
16"TP
16"TP
11"TD 11"TD
12"TD
11"TD
11"TD
12"TD
11"TP 11"TP
65
66 67
62
6968
67
XXXXXX
XXXXXX
X
X
X
X
X
X
X
XXXXXX
X
X
X
X
X
X
X X X X X X
XXXXXX
X
X
X
X
X
X
X
E
E
E E E E
X
X
X
X X X
CARLSBAD VILLAGE DRIVE
GRAND AVENUE
PCL 1PM 2868
APN: 203-320-40
PORT. PARCEL AAPN: 203-320-52
30
'
30
'
60
'
BLOCK 67
MAP 775
PORT. PARCEL AAPN: 203-320-50
HO
P
E
A
V
E
N
U
E
BLOCK 67
MAP 775
L=43.20'R=55.00'D=45°00'00"
N 11°
0
2
'
0
1
"
E
1
3
7
.
5
6
'
N
3
3
°
5
7
'
5
9
"
W
2
0
9
.
9
4
'
N 56° 00' 18" E
5.00'
N 33° 57' 29" E
15.00'N 56°00'18" E 328.77'
N
3
3
°
5
6
'
4
6
"
W
6
1
.
9
0
'
Δ=65.41
L=6.28'
R=5.5'
L=47.12'R=60.00'D=45°00'00"
N 55°58'09" E 35.02'
N 56°51'49" E 162.88'
N
3
3
°
5
7
'
2
9
"
E
4
2
6
.
7
5
'
N 33° 58' 05" E2.98'
1
2
3
5
4 7
8
9
13
15
16
17
18
19
20
21
22
23
24
25
26
34
35
36
37
10
14
LA
LA
LA
LA
28
29
32
31
30
15
27
27
6
11 12
33
38 39
J:\ACTIVE JOBS\3802 WERMERS\CIVIL\DRAWING\GRADING PLANS
PA
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(
8
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2
F
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(
8
5
8
)
2
5
9
-
4
8
1
2
REVIEWED BY:
DATEINSPECTOR
DATE
"AS BUILT"
ENGINEERING DEPARTMENT
RCE EXP.
BAK
SDP 2022-0006
25
GR 2023-0044
546-4A
HOPE APARTMENTS
HOPE AVENUE
CT 2022-0001
PLSA 3802
PLAN VIEW - SSBMP EXHIBIT
SCALE: 1" = 30' HORIZONTAL
(949)-637-3254
SCOTT DALE5315 AVENIDA ENCINAS,SUITE 200CARLSBAD, CA 92008
CARLSBAD VILLAGE II, LLC PROPERTY BOUNDARY
CENTERLINE OF ROAD
ADJACENT PROPERTY LINE
PUBLIC RIGHT-OF-WAY
LEGEND
(858) 259-8212
SAN DIEGO, CA 92110
1911 SAN DIEGO AVENUNE
PLSA ENGINEERING
TYLER LAWSON
THE EOW WILL VERIFY THAT PERMANENT BMPS ARE CONSTRUCTED AND
OPERATING IN COMPLIANCE WITH THE APPLICABLE REQUIREMENTS. PRIOR
TO OCCUPANCY THE EOW MUST PROVIDE:
1. PHOTOGRAPHS OF THE INSTALLATION OF PERMANENT BMPS PRIOR
TO CONSTRUCTION, DURING CONSTRUCTION, AND AT FINALINSTALLATION.2. A WET STAMPED LETTER VERIFYING THAT PERMANENT BMPS ARECONSTRUCTED AND OPERATING PER THE REQUIREMENTS OF THEAPPROVED PLANS.
3. PHOTOGRAPHS TO VERIFY THAT PERMANENT WATER QUALITY
TREATMENT SIGNAGE 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 CITYENGINEER.
BMP CONSTRUCTION AND INSPECTION NOTES:
SIGNATURE 6. SEE PROJECT SWQMP FOR ADDITIONAL
INFORMATION.
5. REFER TO MAINTENANCE AGREEMENT DOCUMENT.
COMPANY
CERTIFICATION
PHONE NO.
ADDRESS
NAME
PLAN PREPARED BY:
CONTACT
PHONE NO.
ADDRESS
NAME
PARTY RESPONSIBLE FOR MAINTENANCE:BMP NOTES:
AND INSTALLATION.
HAS INSPECTED THIS PROJECT FOR APPROPRIATE BMP CONSTRUCTION
4. NO OCCUPANCY WILL BE GRANTED UNTIL THE CITY INSPECTION STAFF
WITHOUT PRIOR APPROVAL FROM THE CITY ENGINEER.
3. NO SUBSTITUTIONS TO THE MATERIAL OR TYPES OR PLANTING TYPES
APPROVAL FROM THE CITY ENGINEER.
2. NO CHANGES TO THE PROPOSED BMPS ON THIS SHEET WITHOUT PRIOR
RECOMMENDATIONS AND/OR THESE PLANS.
1. THESE BMPS ARE MANDATORY TO BE INSTALLED PER MANUFACTURER'S
80356
1
LA
4,010
LANDSCAPINGSUSTAINABLE
ANNUALLY &AS-NEEDED2 EA ______TC-32 SEMI-ANNUALLYTREE WELL
SITE DESIGN
MONTHLY &
AFTER 0.05" RAIN______SF.TC-32 SEMI-ANNUALLYRAISED PLANTERBIOFILTRATION
TREATMENT CONTROL
QUANTITY FREQUENCYINSPECTION
BMP TABLE
FREQUENCYMAINTENANCESHEET NO.(S)DRAWING NO.CASQA NO.SYMBOLBMP ID #BMP TYPE
14,915 SF.
TO IMPERVIOUSDIRECT RUNOFF
AREA
12-
15 18-
19 26-
SD-A
______SD-K
______SD-B AS-NEEDEDANNUALLY
MONTHLYANNUALLY
TRASH CAPTURE BMPS
39-
DWG 546-4ASHEETS 3-5
MUNDUS BAG TTCFROG CREEK28 TC-50 22 EA ANNUALLY &AS-NEEDEDSEMI-ANNUALLY
PERVIOUSPAVEMENT27 ______SD-D AS-NEEDED350SF.SEMI-ANNUALLY
DWG 546-4A
SHEETS 3-5
DWG 546-4A
SHEETS 3-5
DWG 546-4A
SHEETS 3-5
DWG 546-4A
SHEETS 3-5
DWG 546-4A
SHEETS 3-5
13 15-
SINGLE SHEET BMP
12
MBI
Docusign Envelope ID: 80580EBA-0B98-4A23-805B-92DA4A186898
1/23/2025
6"TD
6"TD
16"TC
42"TC
16"TC
15"TC
12"TC
16"TP
12"TDXXXXXXXXXXXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X X X X X X X X X X X X X
X
X
X
X
X
X
X
X
OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE
OEOE
OEOEOE
OEOEOEOEOE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OEOEOEOE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OEOE
OE
OE
OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE
OEOEOEOEOEOEOE
OE
OE
OE
OE
OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE
O
E
O
E
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
GG
D
D
D
D
S SS
E
C
E
WW
WWWOOD WALL
70
70
69
69
69
69
69
69
68
68
68
68
68
68
67
67
67
6
6
66
6
5
65
6
4
64
64
6
4
64
63
63
63
63
63
63
63
63
63
63
62
62 GEO GRIDTRANS PAD
67.10 TC66.65 FL 67.84 TC
67.30 FL
67.73 TC67.24 FL
68.49 TC68.06 FL
68.59 TC68.09 FL
68.61 TC
68.22 FL
69.33 TC
68.87 FL
69.50 TC
69.23 FL
69.58 TC69.50 FL
68.09 TC
67.65 FL
69.30 TC68.84 FL
68.52 TC68.04 FL
68.96 TC68.59 FL
69.30 TC68.80 FL
69.12 TC
68.70 FL
68.94 TC
67.43 67.68 67.77
67.89
68.00
68.79
68.32
67.90
67.66
68.54
68.6
969.38
69.43
69.55
69.44
69.51
69.4669.45
69.41
69.37
69.39
69.42
69.26
69.29
69.17
69.10
68.76
69.45
61.72
62.05 62.67 63.46
64.75 65.46 66.60
67.77 69.43
70.32
63.43
63.30
63.2162
.
2
6
62
.
1
9
62.95
61.70
61.51
61.42
61.8062.45 62.69
62
.
6
0
62.15
62.44
62
.
5
3
62.30
62.58
62.9362.52
62.63
63.09
63.13
70.65 TC70.19 FL
68.93 TC
68.46 FL
67.95 TC67.52 FL66.84 TC66.32 FL65.03 TC
64.54 FL
63.90 TC
63.37 FL
62.19 TC61.77 FL62.08 TC61.62 FL
61.54 TC61.49 FL
61.47 TC
61.39 FL
62.04 RIM
66.60 RIM
63.34 IE
66.29 IE62.38 TW 63.21 TW
68.02 TW
68.61 TW
67.60 TW
67.54 TW
70.83 TW
70.79 TW
62.1
63.8 64.4
64.563.862.7
63.3 63.7 64.2
64.763.363.6
69.70 TW
69.71 TW
69.71 TW
69.75 TW
70.42 TW
70.31 TW
74.23 TW
74.24 TW
69.59 TW
74.36 TW
69.54 TW
69.54 TW
63.61
63
.
6
2
68
.
3
2
63.73
67
.
4
0
63.36
68
.
6
7
63
.
6
3
69.16
64.55 64.80
69.02
6
2
6968
67
63.2362.91
62.71
64.91
65.17 TC64.85 FL
EXISTINGMULTI STORYBUILDING
EV CAPABLE
000
EV CAPABLE
000
00
0
000
00
0
EV READY
000000
EV READY
000 000
EV READY
000
EV READY
000 000
EV READY
000 000
EV READY
000
000
000
000
00
0
EV READY
000 000
EV READY
000
000 000 000
EV READY
000000
EV READY
000
EV READY
000000
EV READY
000
EV READY
000000
EV READY
000
EV READY
000
EV CAPABLE
000
EV READY
000000
EV READY
000
EV READY
000
EV READY
000 000
EV READY
000
EV CAPABLE
000
EV READY
000
EV READY
000 000
EV READY
000
EV READY
000 000
EV READY
000
EV READY
000 000 000 000
EV READY
000000
000
EV READY
000
000
EV READY
000
EV READY
000000
EV READY
000
EV READY
000 000
EV READY
000
EV READY
000000
EV READY
000
EV READY
000 000
EV READY
000
000
EV READY
000
EV READY
000 000
EV CAPABLE
000
EV CAPABLE
000000
EV CAPABLE
000 000000
EV CAPABLE
000
000 000 000000000 000 000 000000000000000000
00
0
000
00
0
00
0
000
00
0
00
0
000
00
0
000
00
0
000
EV CAPABLE
000
EV CAPABLE
000
EV CAPABLE
000000
000
000
00
0
00
0
000
00
0
00
0
EV CAPABLE
000
EV CAPABLE
000000000000
00
0
000
00
0
000
000
00
0
00
0
EV READY
000
EV READY
000
EV READY
000
EV READY
000 000
EV READY
000
00
0
00
0
00
0
00
0
00
0
000
000
000
000
000
XXXXXXXXXXXX
X
XXX
X
XX
X
XXXXXXX
X
X
XX
XXXXXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X X X
X X
XXXXXXXXXXX
XXX
XX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
E
E
E
E
E E E E E E E E E E E E
7727 CAMINITO LILIANA
SAN DIEGO, CA 92129, (760)586-8121 ROY P. REED R.C.E. 80503 EXP. 3-31-2025 DATE
11/7/2024 R IOFTA
A NILFOEATS
C
N
G
N
L
ANOFOP
I
I
R
R SS
EE
E
EDERETSIGER
DEREP.OR
Exp.
C 805033/31/25
LIVIC
Y
STATE OF CALIFORNIA
DEPARTMENT OF INDUSTRIAL RELATIONS
DIVISION OF OCCUPATIONAL SAFETY AND HEALTH
TRENCH/EXCAVATION PERMIT NO._ _ _ _ _ _ _ _ _ _ _ _
Know what's below.before you dig.Call
R
DIG ALERT!! TWO WORKING DAYS BEFORE DIG
ALL EXISTING UTILITIES MAY NOT BE SHOWN ON THESE PLANS
DIG ALERT & GENERAL CONTRACTOR SHALL LOCATE & POTHOLE
(AS NEEDED), ALL EXISTING UTILITIES BEFORE SHORING WALL
CONSTRUCTION BEGINS.
XX
LEGEND
T.O.W. = TOP OF SOLDIER BEAM WALL
B.O.W. = BOTTOM OF SOLDIER BEAM WALL
(P) = PROPOSED
(E) = EXISTING
PROPOSED IMPROVEMENTS
IMPROVEMENT SYMBOL
TEMPORARY SOLDIER BEAM
TEMPORARY TIMBER LAGGING
SOLDIER BEAM COUNT
x
SHXDETAIL/SECTION CALLOUTS
BY OTHERS = WORK OUTSIDE SHORING SCOPE
DESIGNATES 3x12 PRESSURE
TREATED LAGGING DF#2
SH
O
R
I
N
G
D
E
S
I
G
N
G
R
O
U
P
77
2
7
C
A
M
I
N
I
T
O
L
I
L
I
A
N
A
,
S
A
N
D
I
E
G
O
,
C
A
9
2
1
2
9
PH
:
(
7
6
0
)
5
8
6
-
8
1
2
1
REVIEWED BY:
DATEINSPECTOR
DATE
"AS BUILT"
ENGINEERING DEPARTMENT
RCE EXP.
BAK
SDP 2022-0006
25
GR 2023-0044
546-4A
HOPE APARTMENTS
HOPE AVENUE
CT 2022-0001
PLSA 3802
DECLARATION OF RESPONSIBLE CHARGE
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THE
TEMPORARY SHORING OF THIS PROJECT (SHEETS 13-23), AND
THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF
TEMPORARY SHORING AS DEFINED IN SECTION 6703 OF THE BUSINESS
AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT
WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF
PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD
DOES NOT RELIEVE ME, AS ENGINEER OF WORK, MY RESPONSIBILITIES
FOR PROJECT DESIGN.
SHORING DESIGN GROUP NAME: ROY P. REED
7727 CAMINITO LILIANA
SAN DIEGO, CA 92129 SIGNATURE:
PH: (760)586-8121
5 10
105
GRAND AVENUE
H
O
P
E
A
V
E
N
U
E
RIGHT-OF-WAY
TEMPORARY 1-1 SLOPE
(BY OTHERS, TYPICAL)
RIGHT-OF-WAY
TEMPORARY 1-1 SLOPE
(BY OTHERS, TYPICAL)
TEMPORARY 1-1 SLOPE
(BY OTHERS, TYPICAL)
TEMPORARY 1-1 SLOPE
(BY OTHERS, TYPICAL)
PROPOSED P1-P2 LEVELS
PROPERTY LINE
PROPOSED TEMPORARY SHORING
(SEE SHEET SH14 FOR ELEVATION)
PROPOSED TEMPORARY SHORING
(SEE SHEET SH15 FOR ELEVATION)
PROPOSED TEMPORARY SHORING
(SEE SHEET SH16 FOR ELEVATION)PROPOSED TEMPORARY SHORING
(SEE SHEET SH17 FOR ELEVATION)
PROPOSED TEMPORARY SHORING
(SEE SHEET SH18 FOR ELEVATION)
15 20 25 30 35
40
45
50
55
60
65
707580859095100
110
115
120
125
129
1
13
NOTE: THE PROPOSED EXCAVATION & TEMPORARY SHORING
SHALL BE PROPERLY DE-WATERED THROUGHOUT THE ENTIRETY
CONSTRUCTION, UNTIL THE PERMANENT STRUCTURE IS CAPABLE
OF SUPPORTING ALL HYDROSTATIC FORCES. SPECIAL INSPECTION
FOR DE-WATERING ACTIVITIES SHALL BE PERFORMED TO ENSURE
NO ADVERSE IMPACTS TO IMPROVEMENTS & BACKFILL STRENGTH.
MBI
Docusign Envelope ID: 80580EBA-0B98-4A23-805B-92DA4A186898
1/23/2025
7727 CAMINITO LILIANA
SAN DIEGO, CA 92129, (760)586-8121 ROY P. REED R.C.E. 80503 EXP. 3-31-2025 DATE
11/7/2024 R IOFTA
A NILFOEATS
C
N
G
N
L
ANOFOP
I
I
R
R SS
EE
E
EDERETSIGER
DEREP.OR
Exp.
C 805033/31/25
LIVIC
Y
70.00'
60.00'
50.00'
40.00'
10:SCALE
70.00'
60.00'
50.00'
40.00'
SB#1 SB#2 SB#3 SB#4 SB#5 SB#6
SB#7 SB#8 SB#9 SB#10 SB#11 SB#12 SB#13 SB#14
SB#15 SB#16 SB#17 SB#18 SB#19 SB#20 SB#21 SB#22 SB#23 SB#24 SB#25 SB#26 SB#27 SB#28 SB#29 SB#30 SB#31 SB#32 SB#33 SB#34 SB#35
T.O.W. = 54.00'
90
°
B
E
N
D
28 SPACES @ 8'-0" O.C. = 224'-0"8'-2"5 SPACES @ 7'-0" O.C. = 35'-0"4'-5"
T.O.W. = 54.00'T.O.W. = 55.00'T.O.W. = 56.00'T.O.W. = 57.00'
B.O.W. = 41.00'
T.O.W. = 59.00'T.O.W. = 58.00'
B.O.W. = 43.00'
90
°
B
E
N
D
TOP OF TEMPORARY
SLOPE (TYPICAL)
TEMPORARY SOLDIER BEAM
(SEE SCHEDULE FOR SIZE)
EXISTING SITE WALL
(TO BE REMOVED)
45.33'
FF
47.00'
FF
DAYLIGHT GRADE
B.O.W.=
42.00'
B.O.W.=
43.00'B.O.W.=
42.00'
B.O.W.=
43.00'
"H"
"D"
16"TC
42"TC
16"TC
15"TC
12"TDXXXXXXXXXXXX OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE
OE
OE
OE
OE
OE
OEOEOEOEOE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE
OE
OE
OE
OE
OEOEOEOEOEOE
OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE
O
E
O
E
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
GG
C WW
WWWOOD WALL
69
68
68
68
68
67
67
67
66
6
5
63
63
6
2 GEO GRIDTRANS PAD
67.10 TC
66.65 FL 67.84 TC
67.30 FL
67.73 TC
67.24 FL
68.49 TC
68.06 FL
68.09 TC
67.65 FL
67.43 67.68 67.77
63.43
63.30
63.2162
.
2
6
62
.
1
9
62.95
61.70
61.51
61.42
61.8062.45 62.69
63.13 67.52 FL66.32 FL65.03 TC
64.54 FL
63.90 TC
63.37 FL
63.34 IE
66.29 IE62.38 TW 63.21 TW
68.02 TW
68.61 TW
67.60 TW
67.54 TW
69.70 TW
69.71 TW
69.71 TW
63.61
63
.
6
2
68
.
3
2
63.73
67
.
4
0
63.36
68
.
6
7
63
.
6
3
EV CAPABLE
000
EV CAPABLE
000
00
0
EV CAPABLE
000
EV CAPABLE
000000
EV CAPABLE
000 000000
EV CAPABLE
000
EV CAPABLE
000
EV CAPABLE
000
EV CAPABLE
000000
EV CAPABLE
000
EV CAPABLE
000000000000
00
0
00
0
00
0
00
0
00
0
00
0
XXXXXXXXXXX
X
XXX
X
XX
X
XXXXXXX
X
X
XX
XXXXXX
X
X
X
X
X
X
X
X
X
X
X
X
X X
X X X
X X
SH
O
R
I
N
G
D
E
S
I
G
N
G
R
O
U
P
77
2
7
C
A
M
I
N
I
T
O
L
I
L
I
A
N
A
,
S
A
N
D
I
E
G
O
,
C
A
9
2
1
2
9
PH
:
(
7
6
0
)
5
8
6
-
8
1
2
1
REVIEWED BY:
DATEINSPECTOR
DATE
"AS BUILT"
ENGINEERING DEPARTMENT
RCE EXP.
BAK
SDP 2022-0006
25
GR 2023-0044
546-4A
HOPE APARTMENTS
HOPE AVENUE
CT 2022-0001
PLSA 3802
10
PROPOSED TEMPORARY
SHORING (TYPICAL)
12'-0"4 7
37
127
GRAND AVENUE
12'-0"
10'-0"
H
O
P
E
A
V
E
N
U
E
TEMPORARY 1-1 SLOPE
(TYPICAL, BY OTHERS)
PROPOSED PLANTER
WALLS (BY OTHERS)
PROPOSED TRANSFORMER
NEW RIGHT-OF-WAY
124
12'-11"
14
3
SH22
2
SH21
1
SH18
1
SH21
3
SH21
2
SH22
EXISTING SITE WALL
(TO BE REMOVED)
PROPOSED CURB
1. SEE SOLDIER BEAM SCHEDULE ON SHEET SH20 FOR SHORING ATTRIBUTES.
2. POTHOLE/FIELD VERIFY EXISTING CONDITIONS PRIOR TO SHORING INSTALLATION.
NOTES:DESIGNATES 3x12 PRESSURE
TREATED TIMBER LAGGINGPROFILE - LOOKING NORTHWEST
SCALE: 1" = 10'
14 17 20 23 26 29 32 35
12'-0"
10'-0"
1
3
SH20
3
SH20
MBI
Docusign Envelope ID: 80580EBA-0B98-4A23-805B-92DA4A186898
1/23/2025
7727 CAMINITO LILIANA
SAN DIEGO, CA 92129, (760)586-8121 ROY P. REED R.C.E. 80503 EXP. 3-31-2025 DATE
11/7/2024 R IOFTA
A NILFOEATS
C
N
G
N
L
ANOFOP
I
I
R
R SS
EE
E
EDERETSIGER
DEREP.OR
Exp.
C 805033/31/25
LIVIC
Y
~
TEMPORARY 1-1
SLOPE (TYPICAL)
10:SCALE
70.00'
60.00'
50.00'
40.00'
70.00'
60.00'
50.00'
40.00'
SB#36 SB#37 SB#38 SB#39 SB#40 SB#41 SB#42 SB#43 SB#44 SB#45 SB#46 SB#47 SB#48 SB#49 SB#50 SB#51 SB#52 SB#53 SB#54 SB#55 SB#56 SB#57 SB#58 SB#59 SB#60 SB#61 SB#62
T.O.W. = 59.00'
B.O.W. = 43.00'
90
°
B
E
N
D
90
°
B
E
N
D
90
°
B
E
N
D
4'-0"7'-0"7'-0"4'-10"4'-6"19 SPACES @ 8'-0" O.C. = 152'-0"6'-9"7'-0"7'-0"7'-0"7'-3"
EXISTING CURB
(TO BE REMOVED)
90
°
B
E
N
D
90
°
B
E
N
D
TEMPORARY SOLDIER BEAM
(SEE SCHEDULE FOR SIZE)
T.O.W. = 59.00'T.O.W. = 59.00'T.O.W. = 59.00'
B.O.W. = 43.00'
"H"
"D"
47.00'
FF
B.O.W.=
43.00'
B.O.W.=
43.00'
B.O.W.=
43.00'
EXISTING GRADE
90
°
B
E
N
D
6"
T
D
15
"
T
C
12
"
T
C
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
O
E
O
E
O
E
O
E
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
D D D DE
E
6
9
69
69
6
9
6
9
68
68
6
8
GE
O
G
R
I
D
TR
A
N
S
P
A
D
68
.
4
9
T
C
68
.
0
6
F
L
68
.
5
9
T
C
68
.
0
9
F
L
68
.
6
1
T
C
68
.
2
2
F
L
69
.
5
0
T
C
69
.
2
3
F
L
69
.
5
8
T
C
69
.
5
0
F
L
69
.
3
0
T
C
68
.
8
0
F
L
67
.
8
9
68
.
0
0
68
.
7
9
68
.
3
2
67
.
9
0
67
.
6
6
68
.
5
4
68
.
6
9
69
.
4
3
69
.
4
1
69
.
3
7
69
.
3
9
69
.
4
2
69
.
2
6
69
.
2
9
69
.
1
7
69
.
1
0
66
.
6
0
67
.
9
5
T
C
67
.
5
2
F
L
66
.
2
9
I
E
68
.
0
2
T
W
68
.
6
1
T
W
67
.
6
0
T
W
67
.
5
4
T
W
70
.
8
3
T
W
70
.
7
9
T
W
000 000 000000
00
0
00
0
00
0
000 000
EV
C
A
P
A
B
L
E
00
0
EV
C
A
P
A
B
L
E
00
0
EV
C
A
P
A
B
L
E
00
0
000000 000
000000000000000
00
0
X
X
X
X
X
X
X
SH
O
R
I
N
G
D
E
S
I
G
N
G
R
O
U
P
77
2
7
C
A
M
I
N
I
T
O
L
I
L
I
A
N
A
,
S
A
N
D
I
E
G
O
,
C
A
9
2
1
2
9
PH
:
(
7
6
0
)
5
8
6
-
8
1
2
1
REVIEWED BY:
DATEINSPECTOR
DATE
"AS BUILT"
ENGINEERING DEPARTMENT
RCE EXP.
BAK
SDP 2022-0006
25
GR 2023-0044
546-4A
HOPE APARTMENTS
HOPE AVENUE
CT 2022-0001
PLSA 3802
1. SEE SOLDIER BEAM SCHEDULE ON SHEET SH20 FOR SHORING ATTRIBUTES.
2. POTHOLE/FIELD VERIFY EXISTING CONDITIONS PRIOR TO SHORING INSTALLATION.
NOTES:DESIGNATES 3x12 PRESSURE
TREATED TIMBER LAGGINGPROFILE - LOOKING NORTHEAST
SCALE: 1" = 10'
39
PROPOSED TEMPORARY
SHORING (TYPICAL)
12'-0"
33
36
12'-0"
13'-5"
TEMPORARY 1-1 SLOPE
(TYPICAL, BY OTHERS)
TEMPORARY 1-1 SLOPE
(TYPICAL, BY OTHERS)
PROPERTY LINE
PROPERTY LINE
PROPOSED ACCESS
ROAD EASEMENT
PROPOSED ACCESS
ROAD EASEMENT
G
R
A
N
D
A
V
E
N
U
E
PROPOSED ACCESS
ROAD EASEMENT
3
SH21 2
SH22
3
SH21
2
SH18
1
SH21
2
SH21
2
SH22
3
SH22
4
SH20
42 45 48 51 54 57
62
65
15
MBI
Docusign Envelope ID: 80580EBA-0B98-4A23-805B-92DA4A186898
1/23/2025
16"TP
X
X
X
X
X
X
X
X
X
XXXXXXXXXXXXXXXXXXXXXXX
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
70
69
69
69
65
6
4
64
63
63
63
63
69.50 TC
69.23 FL
69.58 TC
69.50 FL
69.12 TC
68.6
9 69.38
69.43
69.5569.42
69.26
69.29
69.17
69.10
69.45
62
.
5
3
62.9370.83 TW
70.79 TW
64.5 63.8 62.7
63.363.764.2
64.7 63.3 63.6
74.23 TW
74.24 TW
69.59 TW
69.54 TW
63.23 62.91
62.71
64.91
65.17 TC
64.85 FL
00
0
00
0
00
0
000000000
EV READY EV READY EV READY EV READYEV READY EV READY EV READY EV CAPABLEEV READY EV READYEV READY
000000000 000000000000000000000000000000
00
0
00
0
00
0
000 000 000
X
X X X X X X X X X X
X X X
X X
X
X
X
X
X
X
X
X
X
X
X
E
E
E
EEEEEEEEEEEE
7727 CAMINITO LILIANA
SAN DIEGO, CA 92129, (760)586-8121 ROY P. REED R.C.E. 80503 EXP. 3-31-2025 DATE
11/7/2024 R IOFTA
A NILFOEATS
C
N
G
N
L
ANOFOP
I
I
R
R SS
EE
E
EDERETSIGER
DEREP.OR
Exp.
C 805033/31/25
LIVIC
Y
10:SCALE
70.00'
60.00'
50.00'
40.00'
70.00'
60.00'
50.00'
40.00'
SB#63 SB#64 SB#65 SB#66 SB#67 SB#68 SB#69 SB#70 SB#71 SB#72 SB#73 SB#74 SB#75 SB#76 SB#77 SB#78 SB#79 SB#80 SB#81 SB#82 SB#83 SB#84 SB#85 SB#86 SB#87 SB#88 SB#89 SB#90 SB#91
SB#92 SB#93 SB#94 SB#95 SB#96 SB#97 SB#98 SB#99 SB#100
90
°
B
E
N
D
90
°
B
E
N
D
90
°
B
E
N
D
T.O.W. = 59.00'
5"7'-0"7'-0"8'-4"8'-4"7'-0"7'-0"
5"±
9 SPACES @ 8'-0" O.C. = 72'-0"9'-0"8'-0"8'-0"8'-0"9'-0"13 SPACES @ 8'-0" O.C. = 104'-0"8'-5"8'-0"9'-0"8'-0"
T.O.W. = 59.00'T.O.W. = 59.00'T.O.W. = 60.00'T.O.W. = 59.00'T.O.W. = 58.00'T.O.W. = 57.00'
B.O.W.=
43.00'
B.O.W.=
43.00'
B.O.W.=
43.00'
B.O.W.=
43.00'
FINISH GRADE (CUT PRIOR TO
TEMPORARY EXCAVATION)
EXISTING GRADE
~
TEMPORARY 1-1
SLOPE (TYPICAL)
"H"
"D"
EXISTING RETAINING WALL
(TO BE REMOVED)
T.O.W. = 57.00'
47.00'
FF
6'-3"
13'-6"
TEMPORARY 1-1 SLOPE
(TYPICAL, BY OTHERS)
EXISTING FENCE
PROPOSED ACCESS
ROAD EASEMENT
72
TEMPORARY 1-1 SLOPE
(TYPICAL, BY OTHERS)
12'-0"
12'-0"
PROPOSED TEMPORARY
SHORING (TYPICAL)
PROPOSED TEMPORARY
SHORING (TYPICAL)
PROPOSED ACCESS
ROAD EASEMENT
EXISTING WALL
(TO BE REMOVED)4
SH20
2
SH21
1
SH19
1
SH21
4
SH20
3
SH20
60
66
69 75 78 81 84 87 90 93 96 100
103
63
SH
O
R
I
N
G
D
E
S
I
G
N
G
R
O
U
P
77
2
7
C
A
M
I
N
I
T
O
L
I
L
I
A
N
A
,
S
A
N
D
I
E
G
O
,
C
A
9
2
1
2
9
PH
:
(
7
6
0
)
5
8
6
-
8
1
2
1
REVIEWED BY:
DATEINSPECTOR
DATE
"AS BUILT"
ENGINEERING DEPARTMENT
RCE EXP.
BAK
SDP 2022-0006
25
GR 2023-0044
546-4A
HOPE APARTMENTS
HOPE AVENUE
CT 2022-0001
PLSA 3802
1. SEE SOLDIER BEAM SCHEDULE ON SHEET SH20 FOR SHORING ATTRIBUTES.
2. POTHOLE/FIELD VERIFY EXISTING CONDITIONS PRIOR TO SHORING INSTALLATION.
NOTES:DESIGNATES 3x12 PRESSURE
TREATED TIMBER LAGGINGPROFILE - LOOKING SOUTHEAST
SCALE: 1" = 10'
2
SH19
1
SH21
EXISTING PARKING
H
O
P
E
A
V
E
N
U
E
CAUTION!!! EXISTING
OVERHEAD POWER LINES
RIGHT-OF-WAY
12'-6"
2
SH21
3
SH22
EXISTING ELECTRICAL
TRENCH (SEE CIVIL)
16
10'-0"
6'-5"8'-5"
MBI
Docusign Envelope ID: 80580EBA-0B98-4A23-805B-92DA4A186898
1/23/2025
7727 CAMINITO LILIANA
SAN DIEGO, CA 92129, (760)586-8121 ROY P. REED R.C.E. 80503 EXP. 3-31-2025 DATE
11/7/2024 R IOFTA
A NILFOEATS
C
N
G
N
L
ANOFOP
I
I
R
R SS
EE
E
EDERETSIGER
DEREP.OR
Exp.
C 805033/31/25
LIVIC
Y
10:SCALE
70.00'
60.00'
50.00'
40.00'
70.00'
60.00'
50.00'
40.00'
SB#100
SB#101 SB#102 SB#103 SB#104 SB#105 SB#106 SB#107 SB#108 SB#109 SB#110 SB#111 SB#112 SB#113 SB#114 SB#115 SB#116 SB#117 SB#118
SB#119 SB#120 SB#121
SB#122 SB#123 SB#124 SB#125
SB#126 SB#127 SB#128 SB#129 SB#1
T.O.W. = 57.00'
7'-0"8'-0"7'-0"14 SPACES @ 8'-0" O.C. = 112'-0"7'-2"6'-6"8'-5"8'-5"6'-6"6 SPACES @ 8'-0" O.C. = 48'-0"7'-0"7'-1"
B.O.W. = 43.00'
T.O.W. = 53.00'
90
°
B
E
N
D
90
°
B
E
N
D
90
°
B
E
N
D
90
°
B
E
N
D
90
°
B
E
N
D
90
°
B
E
N
D
T.O.W. = 53.00'T.O.W. = 53.00'
T.O.W. = 59.00'
T.O.W. = 53.00'T.O.W. = 53.00'
B.O.W. = 41.00'B.O.W.=
43.00'B.O.W.=
42.00'
B.O.W.=
42.00'
B.O.W.=
42.00'
"D"
"H"
EXISTING GRADE
~
TEMPORARY 1-1
SLOPE (TYPICAL)
1
SH22
47.00'
FF 45.33'
FF
TEMPORARY SOLDIER BEAM
(SEE SCHEDULE FOR SIZE)
16
"
T
P
X
X
X
X
X
X
XXXXXXXXXXXXXXXXXXXXX
X
X
X
X
X
X
X
XXXXXXXX
OE
OE
OE
OE
OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE
OE OE OE OE OE OE OE OE OE
O
E
O
E
O
E
O
E
OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE
OE OE OE OE OE OE OE OE OE
OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE
OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE OE
OE
OE
OE
O
E
O
E
O
E
OE
OE
OE
GG
S
W
WO
O
D
W
A
L
L
63
63
6
3
63
63
63
6
3
62
62
61
.
7
2
62
.
0
5
63
.
2
1
62.2662.19
62
.
9
5
61
.
7
0
61
.
5
1
61
.
4
2
61
.
8
0
62
.
4
5
62
.
6
9
62.60
62
.
1
5
62
.
4
4
62.53
62
.
3
0
62
.
5
8
62
.
9
3
62
.
5
2
62
.
6
3
63
.
0
9
62
.
1
9
T
C
61
.
7
7
F
L
62
.
0
8
T
C
61
.
6
2
F
L
61
.
5
4
T
C
61
.
4
9
F
L
62
.
3
8
T
W
63
.
2
1
T
W
62
.
1
62
.
7
63
.
3
63
.
6 62
62
.
9
1
62
.
7
1
EX
I
S
T
I
N
G
MU
L
T
I
S
T
O
R
Y
BU
I
L
D
I
N
G
000000 000 000000 000 000000 000 000000 000
00
0
00
0
000000 000000 000000 000
00
0
X
X X X
X
X
X X X
X X
X
X
X
X
X
X
X
XX
X
X
X
X
X
X X X
X X X
X X
X X X X
X
X X X X
X X
X X X X X
X
SH
O
R
I
N
G
D
E
S
I
G
N
G
R
O
U
P
77
2
7
C
A
M
I
N
I
T
O
L
I
L
I
A
N
A
,
S
A
N
D
I
E
G
O
,
C
A
9
2
1
2
9
PH
:
(
7
6
0
)
5
8
6
-
8
1
2
1
REVIEWED BY:
DATEINSPECTOR
DATE
"AS BUILT"
ENGINEERING DEPARTMENT
RCE EXP.
BAK
SDP 2022-0006
25
GR 2023-0044
546-4A
HOPE APARTMENTS
HOPE AVENUE
CT 2022-0001
PLSA 3802
1. SEE SOLDIER BEAM SCHEDULE ON SHEET SH20 FOR SHORING ATTRIBUTES.
2. POTHOLE/FIELD VERIFY EXISTING CONDITIONS PRIOR TO SHORING INSTALLATION.
NOTES:DESIGNATES 3x12 PRESSURE
TREATED TIMBER LAGGINGPROFILE - LOOKING SOUTHWEST
SCALE: 1" = 10'
12'-6"
TEMPORARY 1-1 SLOPE
(TYPICAL, BY OTHERS)
103
2
HOPEAVENUE
CAUTION!!! EXISTING
OVERHEAD POWER LINES
12'-6"12'-5"
6'-0"
RIGHT-OF-WAY10'-0"10'-0"
NEW RIGHT-OF-WAY
12'-0"
PROPOSED TEMPORARY
SHORING (TYPICAL)
TEMPORARY 1-1 SLOPE
(TYPICAL, BY OTHERS)
EXISTING PARKING
G
R
A
N
D
A
V
E
N
U
E
3
SH22
2
SH21
1
SH20
1
SH21
2
SH22
3
SH22
3
SH22
OLD RIGHT-OF-WAY
97
100 106 109 112 115 118
121
126 129123
5
17
10'-0"
MBI
Docusign Envelope ID: 80580EBA-0B98-4A23-805B-92DA4A186898
1/23/2025
7727 CAMINITO LILIANA
SAN DIEGO, CA 92129, (760)586-8121 ROY P. REED R.C.E. 80503 EXP. 3-31-2025 DATE
11/7/2024 R IOFTA
A NILFOEATS
C
N
G
N
L
ANOFOP
I
I
R
R SS
EE
E
EDERETSIGER
DEREP.OR
Exp.
C 805033/31/25
LIVIC
Y
60.00'
50.00'
40.00'
70.00'
30.00'
TEMPORARY SOLDIER BEAM
(SEE SCHEDULE FOR SIZE)
BOTTOM OF
EXCAVATION
"H"
LOWERED GROUNDWATER
(SEE NOTE #3)
PL
"D"
TEMPORARY 1-1 SLOPE
(BY OTHERS, TYPICAL)
12'-0"12'-0"12'-11"
CI
T
Y
E
A
S
E
M
E
N
T
CI
T
Y
E
A
S
E
M
E
N
T
60.00'
50.00'
40.00'
70.00'
30.00'
1
1
SOLDIER BEAM CROSS SECTION ALONG EAST ACCESS ROAD
N.T.S.
2
SH18
NOTES: 1. FIELD VERIFY ALL EXISTING & PROPOSED STRUCTURES PRIOR TO SHORING INSTALLATION.
2. SEE SOLDIER BEAM SCHEDULE ON SH20 FOR VARIABLES "H", "D", & "Dshaft".
3. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING A STABLE DE-WATERED EXCAVATION
DURING SHORING ACTIVITIES.
10'-0"
TEMPORARY SOLDIER BEAM
(SEE SCHEDULE FOR SIZE)
BOTTOM OF
EXCAVATION
SOLDIER BEAM CROSS SECTION ALONG GRAND AVENUE
N.T.S.
1
SH18
"H"
LOWERED GROUNDWATER
(SEE NOTE #3)
60.00'
50.00'
40.00'
70.00'
30.00'
RW
OLD RIGHT-OF-WAY
RW
NEW RIGHT-OF-WAY
12'-0"
TYP.7'-6"7'-6"4'-6"10'-6"
30'-0"
SD
G
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E
A
S
E
M
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N
T
"D"
TEMPORARY 1-1 SLOPE
(BY OTHERS, TYPICAL)
60.00'
50.00'
40.00'
70.00'
30.00'
1
1
NOTES: 1. FIELD VERIFY ALL EXISTING & PROPOSED STRUCTURES PRIOR TO SHORING INSTALLATION.
2. SEE SOLDIER BEAM SCHEDULE ON SH20 FOR VARIABLES "H", "D", & "Dshaft".
3. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING A STABLE DE-WATERED EXCAVATION
DURING SHORING ACTIVITIES.
10'-0"
DAYLIGHT
GRADE
NOTE: SPECIAL INSPECTION FOR DE-WATERING
ACTIVITIES SHALL BE PERFORMED TO ENSURE
NO ADVERSE IMPACTS TO IMPROVEMENTS &
BACKFILL STRENGTH.
NOTE: SPECIAL INSPECTION FOR DE-WATERING
ACTIVITIES SHALL BE PERFORMED TO ENSURE
NO ADVERSE IMPACTS TO IMPROVEMENTS &
BACKFILL STRENGTH.
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0
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5
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1
2
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REVIEWED BY:
DATEINSPECTOR
DATE
"AS BUILT"
ENGINEERING DEPARTMENT
RCE EXP.
BAK
SDP 2022-0006
25
GR 2023-0044
546-4A
HOPE APARTMENTS
HOPE AVENUE
CT 2022-0001
PLSA 3802
18
MBI
Docusign Envelope ID: 80580EBA-0B98-4A23-805B-92DA4A186898
1/23/2025
7727 CAMINITO LILIANA
SAN DIEGO, CA 92129, (760)586-8121 ROY P. REED R.C.E. 80503 EXP. 3-31-2025 DATE
11/7/2024 R IOFTA
A NILFOEATS
C
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ANOFOP
I
I
R
R SS
EE
E
EDERETSIGER
DEREP.OR
Exp.
C 805033/31/25
LIVIC
Y
6'-5"
60.00'
50.00'
40.00'
70.00'
30.00'
TEMPORARY SOLDIER BEAM
(SEE SCHEDULE FOR SIZE)
BOTTOM OF
EXCAVATION
"H"
LOWERED GROUNDWATER
(SEE NOTE #3)
"D"
TEMPORARY 1-1 SLOPE
(BY OTHERS, TYPICAL)
10'-0"
60.00'
50.00'
40.00'
70.00'
30.00'
1
1
60.00'
50.00'
40.00'
70.00'
30.00'
60.00'
50.00'
40.00'
70.00'
30.00'
BOTTOM OF
EXCAVATION
"H"
LOWERED GROUNDWATER
(SEE NOTE #3)
"D"
TEMPORARY 1-1 SLOPE
(BY OTHERS, TYPICAL)
1
1
TEMPORARY SOLDIER BEAM
(SEE SCHEDULE FOR SIZE)
SOLDIER BEAM CROSS SECTION ALONG SOUTH EAST
N.T.S.
1
SH19
NOTES: 1. FIELD VERIFY ALL EXISTING & PROPOSED STRUCTURES PRIOR TO SHORING INSTALLATION.
2. SEE SOLDIER BEAM SCHEDULE ON SH20 FOR VARIABLES "H", "D", & "Dshaft".
3. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING A STABLE DE-WATERED EXCAVATION
DURING SHORING ACTIVITIES.
SOLDIER BEAM CROSS SECTION ALONG SOUTH EAST
N.T.S.
2
SH19
NOTES: 1. FIELD VERIFY ALL EXISTING & PROPOSED STRUCTURES PRIOR TO SHORING INSTALLATION.
2. SEE SOLDIER BEAM SCHEDULE ON SH20 FOR VARIABLES "H", "D", & "Dshaft".
3. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING A STABLE DE-WATERED EXCAVATION
DURING SHORING ACTIVITIES.
EXISTING GRADE
8'-5"
EXISTING FENCE
FINISH GRADE
NOTE: SPECIAL INSPECTION FOR DE-WATERING
ACTIVITIES SHALL BE PERFORMED TO ENSURE
NO ADVERSE IMPACTS TO IMPROVEMENTS &
BACKFILL STRENGTH.
NOTE: SPECIAL INSPECTION FOR DE-WATERING
ACTIVITIES SHALL BE PERFORMED TO ENSURE
NO ADVERSE IMPACTS TO IMPROVEMENTS &
BACKFILL STRENGTH.
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5
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1
2
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REVIEWED BY:
DATEINSPECTOR
DATE
"AS BUILT"
ENGINEERING DEPARTMENT
RCE EXP.
BAK
SDP 2022-0006
25
GR 2023-0044
546-4A
HOPE APARTMENTS
HOPE AVENUE
CT 2022-0001
PLSA 3802
19
MBI
Docusign Envelope ID: 80580EBA-0B98-4A23-805B-92DA4A186898
1/23/2025
7727 CAMINITO LILIANA
SAN DIEGO, CA 92129, (760)586-8121 ROY P. REED R.C.E. 80503 EXP. 3-31-2025 DATE
11/7/2024 R IOFTA
A NILFOEATS
C
N
G
N
L
ANOFOP
I
I
R
R SS
EE
E
EDERETSIGER
DEREP.OR
Exp.
C 805033/31/25
LIVIC
Y
60.00'
50.00'
40.00'
70.00'
30.00'
BOTTOM OF
EXCAVATION
"H"
LOWERED GROUNDWATER
(SEE NOTE #3)"D"
TEMPORARY 1-1 SLOPE
(BY OTHERS, TYPICAL)
12'-6"
1
1
TEMPORARY SOLDIER BEAM
(SEE SCHEDULE FOR SIZE)
10'-0"10'-0"
60.00'
50.00'
40.00'
70.00'
30.00'
RWRIGHT-OF-WAY RW
HO
P
E
A
V
E
N
U
E
SOLDIER BEAM SCHEDULE
SOLDIER BEAM CROSS SECTION ALONG HOPE AVENUE
N.T.S.
1
SH20
NOTES: 1. FIELD VERIFY ALL EXISTING & PROPOSED STRUCTURES PRIOR TO SHORING INSTALLATION.
2. SEE SOLDIER BEAM SCHEDULE ON SH20 FOR VARIABLES "H", "D", & "Dshaft".
3. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING A STABLE DE-WATERED EXCAVATION
DURING SHORING ACTIVITIES.
10'-0"
SOLDIER BEAM
DRILL SHAFT (SEE DETAIL
1/SH21 FOR BACKFILL
MATERIAL)
1.5" (MIN.)
BEARING
TIMBER LAGGING
(SEE ELEVATIONS)
LAGGING OFFSET DETAIL
N.T.S.
2" (MIN.)
BEARING
OUTSIDE CORNER DETAIL
N.T.S.
SOLDIER BEAM
TIMBER LAGGING
(SEE ELEVATION)
2" (MIN.)
SOLDIER BEAM
2" (MIN.)
BEARING
TIMBER LAGGING
(SEE ELEVATIONS)
ANGLE IRON ALTERNATE (AS REQUIRED)
N.T.S.
2
SH20
3
SH20
4
SH20
DRILL SHAFT (SEE DETAIL
1/SH21 FOR BACKFILL
MATERIAL)
DRILL SHAFT (SEE DETAIL
1/SH21 FOR BACKFILL
MATERIAL)
L4x4x14 ANGLE IRON
PLACED ALONG HEIGHT "H"
NOTE: SPECIAL INSPECTION FOR DE-WATERING
ACTIVITIES SHALL BE PERFORMED TO ENSURE
NO ADVERSE IMPACTS TO IMPROVEMENTS &
BACKFILL STRENGTH.
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REVIEWED BY:
DATEINSPECTOR
DATE
"AS BUILT"
ENGINEERING DEPARTMENT
RCE EXP.
BAK
SDP 2022-0006
25
GR 2023-0044
546-4A
HOPE APARTMENTS
HOPE AVENUE
CT 2022-0001
PLSA 3802
20
MBI
Docusign Envelope ID: 80580EBA-0B98-4A23-805B-92DA4A186898
1/23/2025
7727 CAMINITO LILIANA
SAN DIEGO, CA 92129, (760)586-8121 ROY P. REED R.C.E. 80503 EXP. 3-31-2025 DATE
11/7/2024 R IOFTA
A NILFOEATS
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R SS
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EDERETSIGER
DEREP.OR
Exp.
C 805033/31/25
LIVIC
Y
EXISTING GRADE
"H"
"D"
Dshaft
TIMBER LAGGING, TYPICAL
(SEE ELEVATION FOR SIZE)
1.5 SACK SLURRY SHAFT
BACKFILL (T.O.W. TO B.O.W)
2,500 PSI CONCRETE SHAFT
BACKFILL (B.O.W TO PILE TIP)
44" (MIN.)
SAFETY CABLE RAILING, PER
CAL-OHSA REQUIREMENTS
(TYP., AROUND ENTIRE SHORED
PERIMETER, SEE 4/SH22)
TEMPORARY CANTILEVERED SOLDIER BEAM (TYPICAL)
N.T.S.
SOLDIER BEAM, TYPICAL
(SEE SCHEDULE FOR SIZE)
NOTES: 1. FIELD VERIFY ALL EXISTING & PROPOSED STRUCTURES PRIOR TO SHORING INSTALLATION.
2. SEE SOLDIER BEAM SCHEDULE ON 20 FOR VARIABLES "H", "D", & "Dshaft".
3. INSTALL NON-STRUCTURAL WASTE SLAB IN SLOTS ACCORDING TO THE ONSITE GEOTECHNICAL ENGINEER.
4. TRENCH DRAIN SHOWN IS THE APPROXIMATE LOCATION FOR CONSTRUCTION PURPOSES ONLY. THIS IS
NOT A PERMANENT SYSTEM AND WILL BE ABANDONED IN PLACE. NO PERMANENT PUMPING IS PROPOSED
PROPOSED FOR THIS PROJECT.
SOLDIER BEAM PLAN DETAIL (TYPICAL)
N.T.S.
SEE ELEVATION FOR SPACING
FILL VOIDS BEHIND LAGGING WITH
COMPACTED SOIL OR LEAN CONCRETE
SOLDIER BEAM
20d COMMON NAIL FOR LAGGING
INSTALLATION (TYP., AS REQ'D)
1.5" (MIN.)
BEARING
TIMBER LAGGING
(SEE ELEVATIONS)
5'-6" (MAX.)
5'-6" (MAX.)
SOLDIER BEAM
LOG CABIN CORNER
L3x3x1/4 WITH 1/2"x3"
LAG SCREWS 12" O.C.
(BOTH LEGS)
TIMBER
LAGGING
LOG CABIN CORNER DETAIL
N.T.S.
TEMPORARY 1-1 SLOPE
(VARIES, SEE PLAN)
1
1
ALTERNATE LAGGING FOR
LOG CABIN CORNER
24"
MIN.
WASTE SLAB
(AS NEEDED)
PROPOSED MAT FOUNDATION
1
SH21
2
SH21
3
SH21
NOTE: BACKFILL THE UPPER LAGGING BOARD (12") WITH LEAN CONCRETE, AS
SPECIFIED BY THE GEOTECHNICAL ENGINEER OF RECORD.
TRENCH DRAIN
(SEE NOTE 4)
DRILL SHAFT (SEE DETAIL
1/SH21 FOR BACKFILL
MATERIAL)
DRILL SHAFT (SEE DETAIL
1/SH21 FOR BACKFILL
MATERIAL)
NOTE: SPECIAL INSPECTION FOR DE-WATERING
ACTIVITIES SHALL BE PERFORMED TO ENSURE
NO ADVERSE IMPACTS TO IMPROVEMENTS &
BACKFILL STRENGTH.
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2
9
PH
:
(
7
6
0
)
5
8
6
-
8
1
2
1
REVIEWED BY:
DATEINSPECTOR
DATE
"AS BUILT"
ENGINEERING DEPARTMENT
RCE EXP.
BAK
SDP 2022-0006
25
GR 2023-0044
546-4A
HOPE APARTMENTS
HOPE AVENUE
CT 2022-0001
PLSA 3802
21
MBI
Docusign Envelope ID: 80580EBA-0B98-4A23-805B-92DA4A186898
1/23/2025
7727 CAMINITO LILIANA
SAN DIEGO, CA 92129, (760)586-8121 ROY P. REED R.C.E. 80503 EXP. 3-31-2025 DATE
11/7/2024 R IOFTA
A NILFOEATS
C
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ANOFOP
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R SS
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EDERETSIGER
DEREP.OR
Exp.
C 805033/31/25
LIVIC
Y
44"
2"
21"
21"
CAL-OSHA GUARDRAIL DETAIL
N.T.S.
L2x2x3/8 ANGLE IRON ATOP EACH SOLDIER
BEAM MEMBER W/ 3/8-inch WIRE ROPE
ALONG ENTIRE SHORING PERIMETER (TYP.)
SOLDIER BEAM, TYP.
(SEE SCHEDULE)DRILL SHAFT (SEE BEAM
SECTIONS FOR BACKFILL
MATERIAL)
EACH BEAM1/4"L=6"
INSIDE CORNER DETAIL
N.T.S.
SOLDIER BEAM
TIMBER LAGGING
(SEE ELEVATION)
1.5" (MIN.)
SOLDIER BEAM
TIMBER LAGGING
(SEE ELEVATION)
OUTSIDE CORNER DETAIL
N.T.S.
20d COMMON NAIL FOR LAGGING
INSTALLATION (4 PER BOARD)
SOLDIER BEAM
TIMBER LAGGING DIAGONAL SUPPORT DETAIL
N.T.S.
TIMBER LAGGING
(SEE ELEVATION)
2" (MIN.)
BEARING
1
SH22
2
SH22
3
SH22
4
SH22
TEMPORARY 1-1
SLOPE (TYPICAL)
6" MIN.
TOE BOARD
DRILL SHAFT (SEE DETAIL
1/SH21 FOR BACKFILL
MATERIAL)
DRILL SHAFT (SEE DETAIL
1/SH21 FOR BACKFILL
MATERIAL)
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7
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5
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1
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REVIEWED BY:
DATEINSPECTOR
DATE
"AS BUILT"
ENGINEERING DEPARTMENT
RCE EXP.
BAK
SDP 2022-0006
25
GR 2023-0044
546-4A
HOPE APARTMENTS
HOPE AVENUE
CT 2022-0001
PLSA 3802
22
MBI
Docusign Envelope ID: 80580EBA-0B98-4A23-805B-92DA4A186898
1/23/2025
7727 CAMINITO LILIANA
SAN DIEGO, CA 92129, (760)586-8121 ROY P. REED R.C.E. 80503 EXP. 3-31-2025 DATE
11/7/2024 R IOFTA
A NILFOEATS
C
N
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ANOFOP
I
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R SS
EE
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EDERETSIGER
DEREP.OR
Exp.
C 805033/31/25
LIVIC
Y
GENERAL NOTES
1. CONSTRUCTION PLANS AND CALCULATIONS CONFORM TO THE REQUIREMENTS OF THE 2022 CALIFORNIA BUILDING CODE.
2. TEMPORARY SHORING CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE STATE OF
CALIFORNIA CONSTRUCTION SAFETY ORDERS (CAL-OSHA).
3. HEAVY CONSTRUCTION LOADS SUCH AS CRANES, CONCRETE TRUCKS OR OTHER LOAD SURCHARGES NOT IDENTIFIED IN THE
"DESIGN CRITERIA", WILL REQUIRE ADDITIONAL ANALYSIS & FURTHER RECOMMENDATIONS. NOTIFY THE SHORING & SOILS
ENGINEER PRIOR TO INSTALLATION.
4. ALL TEMPORARY SHORING ELEMENTS DEPICTED WITHIN THESE DRAWINGS ARE LIMITED TO A MAXIMUM SERVICE LIFE OF
ONE (1) YEAR. AT THE END OF THE CONSTRUCTION PERIOD, THE EXISTING OR NEW STRUCTURES SHALL NOT RELY ON THE
TEMPORARY SHORING FOR SUPPORT IN ANYWAY.
5. AN UNDERGROUND SERVICE ALERT MUST BE OBTAINED 2 DAYS BEFORE COMMENCING ANY EXCAVATION.
6. THE OWNER OR THE REGISTERED PROFESSIONAL IN RESPONSIBLE CHARGE ACTING AS THE OWNER'S AGENT SHALL EMPLOY
ONE OR MORE APPROVED AGENCIES TO PERFORM INSPECTIONS DURING CONSTRUCTION.
7. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL INSPECTION SERVICES, TESTING & NOTIFICATIONS.
8. ALL PERMITS SHALL BE PROCURED AND PAID FOR BY THE OWNER OR GENERAL CONTRACTOR.
9. ALL MONITORING PROVIDED IN THESE PLANS HEREIN, SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR.
10. TEMPORARY SHORING IN THESE PLANS HAS BEEN ALIGNED WITH RESPECT TO THE EXISTING & PROPOSED FEATURES, AS
PROVIDED. ACTUAL FIELD LOCATION OF THE SHORING WALL SHALL BE ESTABLISHED USING ACCURATE HORIZONTAL
CONTROL & COORDINATED TO FOLLOW THE PLANNED LOCATION OF THE PROPOSED IMPROVEMENTS. REPORT ANY
VARIATIONS TO THE ENGINEER OF RECORD PRIOR TO COMMENCEMENT OF WORK.
11. THE GENERAL CONTRACTOR OR OWNER SHALL LOCATE ALL EXISTING UTILITIES AND STRUCTURES PRIOR TO EXCAVATION
AND THE INSTALLATION OF SHORING.
12. THE GENERAL CONTRACTOR SHALL CONFIRM THAT THE PROPOSED SHORING DOES NOT CONFLICT WITH FUTURE
IMPROVEMENTS PRIOR TO INSTALLATION.
13. THE GENERAL CONTRACTOR SHALL PROVIDE MEANS TO PREVENT SURFACE WATER FROM ENTERING THE EXCAVATION OVER
THE TOP OF SHORING BULKHEAD.
14. INSTALLATION OF SHORING AND EXCAVATION SHALL BE PERFORMED UNDER CONTINUOUS OBSERVATION AND APPROVAL OF
THE GEOTECHNICAL ENGINEER AND AUTHORITY HAVING JURISDICTION.
15. ALTERNATIVE SHAPES, MATERIAL AND DETAILS CANNOT BE USED UNLESS REVIEWED AND APPROVED BY THE SHORING
ENGINEER.
16. IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS, TO VERIFY CONDITIONS AT THE
JOB SITE AND TO CROSS-CHECK DETAILS AND DIMENSIONS WITHIN THE SHORING PLANS WITH RELATED REQUIREMENTS ON
THE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND ALL OTHER PERTINENT DRAWINGS BEFORE PROCEEDING WITH
CONSTRUCTION.
17. ALL GRADING & EXCAVATIONS PERFORMED FOR THE PROPOSED TEMPORARY SHORING AND/OR PROPOSED STRUCTURE, IS
OUTSIDE THE SCOPE OF SERVICES PROVIDED HEREIN. GENERAL CONTRACTOR IS RESPONSIBLE FOR CONDUCTING SITE
EARTHWORK IN CONFORMANCE WITH GEOTECHNICAL RECOMMENDATIONS.
MATERIAL SPECIFICATIONS
STRUCTURAL STEEL
1. STRUCTURAL STEEL (WIDE FLANGES) SHALL CONFORM TO THE REQUIREMENTS ASTM A-572 OR ASTM
A-992 (GRADE 50).
2. MISCELLANEOUS STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-36, ASTM A-572 (GRADE
50) OR ASTM A-992.
3. TRENCH PLATES (LAGGING) SHALL CONFORM TO THE REQUIREMENTS FO ASTM A-36.
STRUCTURAL & LEAN CONCRETE
A. STRUCTURAL CONCRETE:
1. STRUCTURAL CONCRETE (DRILL SHAFT TOE BACKFILL) SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 2,500PSI AT 28-DAYS.
2. CONCRETE MIX SHALL BE IN ACCORDANCE WITH 2022CBC & ACI 336 TO MEET THE FOLLOWING:
A. MAXIMUM 1-INCH HARDROCK CONCRETE CONFORMING TO ASTM C-33.
B. TYPE II NEAT PORTLAND CEMENT CONFORMING TO ASTM C-150.
C. SLUMP FOR WET HOLE 6"-8" & 4"-6" DRY HOLES.
B. LEAN CONCRETE (SLURRY)
1. LEAN SAND SLURRY MIX SHALL CONTAIN A MINIMUM OF 1.5 SACKS TYPE II CEMENT PER CUBIC YARD.
TIMBER
1. TIMBER LAGGING SHALL BE ROUGH SAWN DOUGLAS FIR LARCH NO. 2 OR BETTER.
2. TIMBER LAGGING SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPA U1 USE CATEGORY 4A.
WELDING
1. ELECTRIC ARC WELDING PERFORMED BY QUALIFIED WELDERS USING E70XX ELECTRODES OR
CONTIUOUS WIRE FEED.
2. SPECIAL INSPECTION IS REQUIRED FOR ALL FIELD WELDING.
SHORING INSTALLATION PROCEDURE
1. FIELD SURVEY DRILL HOLES & SHORING ALIGNMENT ACCORDING TO WALL DIMENSIONS & DATA SHOWN OR AS APPROVED BY
THE SHORING ENGINEER.
2. DRILL VERTICAL SHAFTS TO THE EMBEDMENT DEPTH AND DIAMETERS SHOWN. ALLOWABLE PLACEMENT TOLERANCE SHALL
BE 2" IN OR 2" OUT OR AS OTHERWISE AUTHORIZED BY THE SHORING ENGINEER.
3. INSTALL SOLDIER BEAMS ACCORDING TO THE DETAILS & SPECIFICATIONS SHOWN IN PLAN. IF NECESSARY, CASING OR
OTHER METHODS SHALL BE USED TO PREVENT LOSS OF GROUND OR COLLAPSE OF THE HOLE.
4. START EXCAVATION AFTER CONCRETE HAS CURED FOR A MINIMUM OF (3) THREE DAYS.
5. INSTALL LAGGING BETWEEN INSTALLED SOLDIER BEAMS IN LIFTS NO GREATER THAN 5'-0" OR AS OTHERWISE AUTHORIZED
BY THE GEOTECHNICAL ENGINEER.
6. BACKFILL VOIDS BEHIND LAGGING WITH LEAN CONCRETE FOR THE UPPER 12" IN EACH LIFT & COMPACTED SOIL (OR LEAN
CONCRETE) BELOW (REMAINING 4').
7. REPEAT STEPS 6-7 UNTIL BOTTOM OF EXCAVATION IS REACHED.
8. ALL EXCAVATIONS SHALL BE LAGGED AND BACKFILLED BY THE END OF EACH WORKDAY. NO EXCAVATIONS SHALL BE LEFT
EXPOSED OR WITHOUT BACKFILL.
MONITORING
1. MONITORING SHALL BE ESTABLISHED AT THE TOP OF SOLDIER BEAMS SELECTED BY THE ONSITE
GEOTECHNCIAL REPRESENTATIVE AND AT INTERVALS ALONG THE WALL AS CONSIDERED
APPROPRIATE.
2. THE GENERAL CONTRACTOR SHALL PERFORM A PRECONSTRUCTION SURVEY INCLUDING
PHOTOGRAPHS & VIDEO OF THE EXISTING SITE CONDITIONS.
3. MAXIMUM THEORETICAL SOLDIER BEAM DEFLECTION IS 1-INCH. IF THE TOTAL CUMULATIVE
HORIZONTAL OR VERTICAL MOVEMENT (FROM START OF CONSTRUCTION) EXCEEDS THIS LIMIT, ALL
EXCAVATION ACTIVITIES SHALL BE SUSPENDED AND INVESTIGATED BY THE SHORING ENGINEER FOR
FURTHER ACTIONS (AS NECESSARY).
DESIGN CRITERIA
1. SOIL DESIGN DATA IS BASED ON THE RECOMMENDATIONS PROVIDED IN THE
FOLLOWING GEOTECHNICAL REPORT(S):
A. PRELIMINARY GEOTECHNICAL INVESTIGATION
PROPOSED HOPE APARTMENTS
CARLSBAD, CALIFORNIA
PREPARED BY: GEOTEK, INC.
DATED: JULY 28, 2022
2. SOIL DESIGN PRESSURES
A. PASSIVE EARTH PRESSURE = 300PSF/FT (4,500 PSF, MAX.)
B. ACTIVE EARTH = 40PSF/FT (LEVEL)
C. ACTIVE EARTH PRESSURE = 70PSF/FT - 100PSF/FT (W/ 1-1 SLOPE)
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REVIEWED BY:
DATEINSPECTOR
DATE
"AS BUILT"
ENGINEERING DEPARTMENT
RCE EXP.
BAK
SDP 2022-0006
25
GR 2023-0044
546-4A
HOPE APARTMENTS
HOPE AVENUE
CT 2022-0001
PLSA 3802
23
MBI
Docusign Envelope ID: 80580EBA-0B98-4A23-805B-92DA4A186898
1/23/2025
20.
19.
18.
17.
16.
15.
14.
13.
12.
11.
10.
1. CONSTRUCTION SHALL CONFORM TO THE PROVISIONS OF THE CALIFORNIA BUILDING CODE,LATEST EDITION, STANDARDS REFERENCED THEREIN AND LOCAL JURISDICTIONREQUIREMENTS. EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE NOTED OR SHOWNIN THE PLANS OR SPECIFICATIONS, ALL PHASES OF WORKMANSHIP AND MATERIALS SHALLCONFORM TO THE REQUIREMENTS OF THE LATEST VERSION OF THE CBC, AS WELL AS ALLAPPLICABLE LOCAL ORDINANCES.
2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS, ANDCONDITIONS AT THE JOBSITE, AND TO CROSS CHECK ALL DETAILS AND DIMENSIONS SHOWNON THE STRUCTURAL DRAWINGS WITH RELATED REQUIREMENTS ON THE REST OF THEPROJECT'S CONSTRUCTION DOCUMENTS PACKAGE AND NOTIFY THE ARCHITECT ANDENGINEER OF ANY DISCREPANCIES PRIOR TO STARTING WORK. ANY SUCH DISCREPANCY,OMISSION, OR VARIATION NOT REPORTED SHALL BE THE RESPONSIBILITY OF THECONTRACTOR.
3. DETAIL MARKED "TYPICAL" SHALL APPLY IN ALL CASES UNLESS SPECIFICALLY INDICATEDOTHERWISE.
4. IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM PLANS, SECTIONS, OR DETAILSON THE STRUCTURAL DRAWINGS.
5. PRECISE DIMENSIONS AND LOCATIONS OF ALL BUILDING ELEMENTS SHALL BE BY OTHERS.
6. THE MEANS AND METHODS OF CONSTRUCTION, INCLUDING THE DESIGN, ADEQUACY ANDSAFETY OF BRACING, SHORING, GUYING, AND ERECTION AS WELL AS THE SEQUENCE OFCONSTRUCTION HAVE NOT BEEN CONSIDERED BY THE E.O.R. THE ENGINEER AND HISREPRESENTATIVES WILL NOT COVER SUCH ITEMS IN THE COURSE OF THE STRUCTURALOBSERVATIONS.
7. THE USE OF THESE PLANS, DRAWINGS, SPECIFICATIONS, AND/OR ELEVATIONS IS RESTRICTEDTO THE ORIGINAL USE FOR WHICH THEY WERE PREPARED AND FURNISHED TO THE CLIENT.PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REUSE, REPRODUCTION OROTHER PUBLICATION BY ANY METHOD IS PROHIBITED. VCA CONSULTANTS, INC. ASSUMES NOLIABILITY FOR THE UNAUTHORIZED USE OF THESE PLANS.
8. ALL WORK OF THE CONTRACTOR, SUB-CONTACTORS, AND BUILDER SHALL CONFORM TOCURRENT GOOD PRACTICES.
9. DURING THE COURSE OF CONSTRUCTION CHANGES MAY OCCUR, THESE PLANS DO NOTREFLECT THE "AS-BUILT" PRODUCT.
10. THERE SHALL BE NO TRENCHES OR EXCAVATIONS 5 FEET OR MORE IN DEPTH INTO WHICH APERSON IS REQUIRED TO DESCEND: OR OBTAIN NECESSARY PERMIT FROM STATE OFCALIFORNIA, DIVISION OF INDUSTRIAL SAFETY PRIOR TO THE ISSUANCE OF A BUILDING ORGRADING PERMIT.
11. GENERAL NOTES AND NOTES ON THESE SHEETS SHALL APPLY UNLESS SPECIFICALLY SHOWNOR NOTED OTHERWISE. CONSTRUCTION DETAILS NOT FULLY SHOWN OR NOTED SHALL BESIMILAR TO DETAILS SHOWN FOR SIMILAR CONDITIONS. ALL WORK OR CONSTRUCTION SHALLCOMPLY WITH ALL APPLICABLE BUILDING CODES, REGULATION AND SAFETY REQUIREMENTS.
12. EXCAVATION: THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATIONPROCEDURE INCLUDING LAGGING, SHORING, AND PROTECTION OF ADJACENT PROPERTY,STRUCTURES, STREETS AND UTILITIES IN ACCORDANCE WITH THE REQUIREMENT OF LOCALJURISDICTION.
FORMED AND/OR FINISHED SURFACES EXPOSED TO EARTH OR WEATHER.
FORMS AND SHORING SHALL REMAIN UNDISTURBED AS FOLLOWS:
UNFORMED SURFACES CAST DIRECTLY AGAINST EARTH.
VERTICAL SURFACES
STRUCTURAL SLAB
SLABS-ON-EARTH
ALL OTHER CONCRETE
#5 BAR AND SMALLER
#6 BAR AND LARGER
FOOTINGS:
WALLS:
24 HOURS
10 DAYS
24 HOURS
7 DAYS
1-1/2 INCHES
3 INCHES
AT C.L. SLAB
2 INCHES
CONCRETE COVERAGE OF REINFORCING STEEL:
AGGREGATES:
LIGHTWEIGHT
HARDROCK
ASTM C-330
ASTM C-33
CONCRETE USE STRENGTH (KSI)AT 28 DAYS SLUMP MAX. w/CM RATIO MAX. AGGREGATESIZE AGGREGATETYPE
3.0 6" 0.60 1" HARDROCK
ALL REINFORCING STEEL
#5 AND LARGER
WELDED-WIRE FABRIC
#4 AND SMALLER ASTM A-615, GRADE 40
ASTM A-615, GRADE 60
ASTM A-185
6.
5.
2.
3.
4.
1.
1.
ALL REINFORCING STEEL, DOWEL, EMBEDDED HARDWARE, HOLDOWN BOLTS, STRAPS,AND POST BASES MUST BE WELL SECURED IN PROPER LOCATIONS PRIOR TO PLACINGCONCRETE.
USE f'c=4500 PSI TYPE V CONCRETE WITH WATER CEMENT RATIO=0.45 IF CONCRETE IS
PLACED IN SOIL WITH SEVERE OR VERY SEVERE SULFATE EXPOSURE PER CODE.
CONCRETE QUALITY: SHALL BE AS SHOWN BELOW UNLESS OTHERWISE NOTED IN
SOILS REPORT:
REINFORCING MARKED CONT. (CONTINUOUS) MAY BE SPLICED WITH LAPS ASSPECIFIED IN THE CODE, UNLESS OTHERWISE SPECIFIED.
FOOTINGS
1. ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THELATEST AISC SPECIFICATIONS AND THE CODE OF STANDARD PRACTICE. LICENSED
FABRICATORS SHALL BE APPROVED BY THE JURISDICTION.
2. ALL STEEL EXPECT PIPE, TUBE & W ASTM A-36
PIPE ASTM A-53, TYPE E OR S, GRADE B
ROUND HSS ASTM A-500, GRADE BRECTANGULAR HSS ASTM A-500, GRADE BW-SHAPE ASTM A-992
3. BOLTS· HIGH STRENGTH BOLTS ASTM A-325· ALL OTHER BOLTS ASTM A-307
4. BOLT HOLES
· MINIMUM EDGE DISTANCE AISC TABLE J3.5
· MINIMUM SPACING 3 BOLT DIAMETER
· HIGH STRENGTH BOLTS FRICTION TYPE W/ CLASS A FAYING SURFACE
5. MINIMUM FILLET WELD AISC TABLE J2.4
6. ALL FIELD WELDING TO BE CONTINUOUSLY INSPECTED BY A SPECIAL INSPECTORQUALIFIED IN WELDING. FIELD WELDERS MUST BE APPROVED BY THE JURISDICTION.
7. ALL SHOP WELDS SHALL BE PERFORMED BY A LICENSED FABRICATOR'S SHOP APPROVEDBY THE JURISDICTION.
8. ALL UNEXPOSED STEEL STEEL STRUCTURES PAINTING COUNCIL
SPECIFICATION 15-687.
9. EXPOSED STEEL GALVANIZED
1. RISK CATEGORY II
2. SEISMIC DESIGN PARAMETERS:
SITE DATA
Ss
S1
I
SDC
3. WIND DESIGN WIND SPEED 95 MPH (ULTIMATE) WIND EXPOSURE EXP. C
(NOTE: EXTERIOR COMPONENTS/CLADDING IS NOT DESIGNED BY E.O.R. U.N.O.)
PROJECT DESIGN PARAMETERS
Sds
Sd1
1.0
D
SITE CLASS DFa
Fv
GENERAL NOTES
MASONRY
STRENGTH (f'm) SHALL BE 2,000 PSI MINIMUM.
(MIN. GROUT STRENGTH = 2,000 PSI)
3.
7.
6.
9.
8.
5.
4.
2.
1.ALL BLOCKS SHALL CONFORM TO ASTM C90, LATEST EDITION. MASONRY UNITS SHALL HAVECURED FOR NOT LESS THAN TWENTY-EIGHT (28) DAYS WHEN PLACED IN THE STRUCTURE.PROVIDE ALL BOND BEAM UNITS, LINTELS, ETC., AS REQUIRED. USE OPEN END UNITS, U.N.O.
DO NOT USE CHIPPED OR CRACKED BLOCKS. IF ANY SUCH BLOCKS ARE DISCOVERED IN ANYFINISHING WALL, THEY SHALL BE PROMPTLY REMOVED AND REPLACED WITH NEW BLOCKS TOTHE APPROVAL OF THE ENGINEER.
CEMENT SHALL BE PORTLAND CEMENT CONFORMING TO ASTM C150, TYPE 1 OR TYPE II, ANDSHALL BE ENTIRELY OF ONE MANUFACTURER.
WATER USED FOR MORTAR AND GROUT SHALL BE CLEAN AND FREE FROM DELETERIOUS
AMOUNTS OF ACIDS, SALTS, ALKALI, AND ORGANIC MATERIALS.
SAND FOR MORTAR SHALL CONFORM TO ASTM C144 EXCEPT THAT NOT LESS THAN 3% OFTHE SAND SHALL PASS THE NUMBER 100 SIEVE. SAND AND PEA GRAVEL FOR GROUT SHALLCONFORM TO ASTM C404, TABLE 1, COARSE AGGREGATE, EXCEPT WHEN OTHER GRADINGS
ARE SPECIFICALLY APPROVED BY THE ENGINEER.
GROUT SHALL CONFORM TO TABLE 2103.12 OR TO ASTM C476.
MORTAR SHALL CONFORM TO ASTM C-270 AND TABLE 2103.8(1).
GROUT FOR PUMPING SHALL BE FLUID CONSISTENCY AND SHALL BE PROPORTIONED ASNECESSARY TO ACHIEVE THE SPECIFIED STRENGTH f'm. THE MIX SHALL BE REVIEWED BYTHE ENGINEER. FLUID CONSISTENCY SHALL MEAN A CONSISTENCY AS FLUID AS POSSIBLE
FOR POURING WITHOUT SEGREGATION OF THE CONSTITUENT PARTS.
THE USE OF ADMIXTURES SHALL NOT BE PERMITTED IN MORTAR OR GROUT UNLESSSUBSTANTIATING DATA HAS BEEN SUBMITTED TO AND REVIEWED BY THE ENGINEER. THE
USE OF ADMIXTURES IN MORTAR SHALL NOT BE PERMITTED WITHOUT REDUCING THE LIME
CONTENT. THE USE OF UNCONTROLLED FIRE CLAY, DIRT, AND OTHER DELETERIOUS
MATERIALS IS PROHIBITED.
RETEMPER MORTAR ONLY BY ADDING WATER INTO A BATCH MADE WITH THE MORTAR ANDTHEN CAREFULLY WORKING THE WATER INTO THE MORTAR. RETEMPERING THE MORTAR BYDASHING WATER OVER THE MORTAR SHALL NOT BE PERMITTED. ANY MORTAR OR GROUT
WHICH IS UNUSED WITHIN ONE HOUR AFTER INITIAL MIXING SHALL BE REMOVED FROM THE
WORK.
WHEN GROUTING IS STOPPED FOR A PERIOD OF ONE HOUR OR LONGER, FORM HORIZONTALCONSTRUCTION JOINTS BY STOPPING THE GROUT POUR 1-1/2 INCHES MINIMUM BELOW THE
UPPER-MOST UNIT.
MAXIMUM HEIGHT OF ANY GROUT POUR SHALL NOT BE GREATER THAN 5 FEET UNLESSPROPER HIGH-LIFT PROCEDURES ARE USED.
ALL VERTICAL WALL REINFORCEMENT SHALL HAVE DOWELS EQUAL IN SIZE EMBEDDED INTO
FOOTING UNLESS NOTED OTHERWISE ON THESE PLANS.
PROVIDE MINIMUM 2-#5 BARS AT ALL CORNERS, JOINTS, JAMBS AND INTERSECTIONS U.N.O.
MASONRY VENEER SHALL BE PER CHAPTER 14 OF THE CBC. SEE ARCHITECTURAL PLANS.
ALL EMBEDDED ITEMS SHALL BE WITHIN ACI 307 TOLERANCES AND SUITABLE FOR THEPROPOSED FUNCTION. NO PIPES OR DUCTS SHALL BE PLACED IN MASONRY WALLS UNLESSSPECIFICALLY SHOWN BY ENGINEER.
PROVIDE MIN. GROUT SPACE PER THE CBC. PROVIDE 1/2" MIN. GROUT BETWEEN
REINFORCING BARS AND MASONRY.
REINFORCING SHALL BE HELD SECURELY IN PLACE PRIOR TO GROUTING.
LAP SPLICES IN MASONRY REINFORCING SHALL BE 48 BAR DIAMETERS. U.N.O.
ALL MASONARY UNITS SHALL BE LAID IN RUNNING BOND WITH FULL MORTAR HEAD JOINTS.
COLUMNS, PIERS, AND ARCHES SHALL BE BONDED INTO ADJACENT WALLS WITH
HORIZONTAL JOINT REINFORCING AND BOND BEAM STEEL SHALL BE CONTINUOUS.
CONCRETE
REINFORCING STEEL
STRUCTURAL STEEL & METAL
1.2
1.5
1.064
0.385
0.851
0.385
PROJECT INFORMATION
OWNER: WERMERS PROPERTIES
ADDRESS: 945 & 955 GRAND AVE.
CITY OF CARLSBAD
CALIFORNIA 92008
JURISDICTION: CITY OF CARLSBAD
APPLICABLE CODE(S): 2022 CBC
PROJECT NUMBER: 10-12063
CONTACT PRINCIPAL: BRETT KAUFMANN, S.E.
CONTACT PHONE: 714.978.9780
CONTACT EMAIL: brett.kaufmann@vcastructural.com
SOIL & FOUNDATION INFORMATION
1. THE FOUNDATION DESIGN IS BASED ON THE REQUIREMENTS SET FORTH IN THE
GEOTECHNICAL REPORT AND SUPPLEMENTS THEREAFTER PREPARED BY:
SOILS ENGINEER/GEOLOGIST:
· GEOTEK, INC. 1384 POINSETTIA AVE. STE. A VISTA, CA 92081
· TELEPHONE: (760) 599-0509
· REPORT/PROJECT NO: 3780-SD, DATED JULY 28, 2022
2. A COPY OF THE SOILS REPORT MUST BE KEPT AT THE JOB SITE AT ALL TIMES.
3. THE FOLLOWING ARE THE SOIL PROPERTIES EXCERPTED FROM THE SOILS REPORT:
· ALLOWABLE BEARING PRESSURE (ABP):
· ALLOWABLE INCREASE FOR SEISMIC LOAD: 1.33.
· VERTICAL SUB GRADE MODULUS (K1): 63 psi/in.
· LATERAL SOIL PRESSURE:
· SLIDING FRICTION COEFFICIENT: 0.33
· SOIL EXPANSION INDEX: LOW TO VERY LOW
4. SUB-GRADE PREPARATION, FOUNDATION TRENCH, BACK FILL AND ALL FOUNDATION PADSSHALL BE APPROVED AND CERTIFIED BY THE SOILS ENGINEER OF RECORD. EVIDENCE OFAPPROVAL SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER'S OFFICE.
5. TRENCHES WITHIN THE INFLUENCE OF THE BUILDING FOUNDATION FOR THE UNDERGROUND
UTILITIES MUST BE BACK FILLED WITH PROPER MATERIAL AS RECOMMENDED BY THE SOILS
ENGINEER AND THE BACKFILL MATERIAL MUST BE PROPERLY COMPACTED TO THE
SATISFACTION OF THE SOILS ENGINEER AND BUILDING INSPECTOR.
6. NO TRENCH, EXCAVATED WITHIN A 45 DEGREE LINE PROJECTED FROM THE BOTTOM OF THEBUILDING FOUNDATION, IS PERMITTED, UNLESS IT IS SPECIFICALLY APPROVED BY THEPROJECT SOILS ENGINEER.
7. THE ENGINEER OF RECORD MUST BE INFORMED OF ANY CHANGES IN DESIGN CRITERIA MADEBY THE SOILS ENGINEER DURING THE COURSE OF CONSTRUCTION.
8. ALL RETAINING WALLS SHALL BE PROVIDED WITH STANDARD SURFACE BACK DRAIN SYSTEM
TO PREVENT BUILD UP OF HYDROSTATIC PRESSURE, UNLESS NOTED OTHERWISE. ALL
DRAINAGE SHALL BE CONDUCTED TO THE STREET IN AN ACCEPTABLE MANNER AND IN A
NON-EROSIVE DEVICE. REFER TO SLAB PLANS, NOTES & DETAILS FOR ADDITIONALINFORMATION.
9. CONTRACTOR TO ENSURE THAT ALL DRAINAGE IS DIRECTED AWAY FROM THE EXTERIORFOOTINGS (MIN 2% SLOPE).
ABP INCREASE PER MAX ABP
CONT. FTG
PAD FTG
FT DEPTH FT WIDTH
4500 PSF
ABP FOOTING
MIN DEPTH MIN WIDTH
ITEM
4500 PSF
MAT 4500 PSF
6500 PSF
24" 18"
24" 24"300 PSF 200 PSF
---24"-
-
AT-REST (EFP)SEISMIC
--
18 PCF(INV TRIANGULAR DIST)
ACTIVE (EFP)PASSIVE
40 PCFDRAINED
UNDRAINED 90 PCF
65 PCFDRAINED
UNDRAINED 90 PCF
300 PCF4500 PSF MAX
-
-
-
6500 PSF300 PSF 200 PSF
1. REFER TO SECTION 202 OF BUILDING CODE FOR DEFINITION OF WORDS AND TERMS.
2. OWNER'S RESPONSIBILITYTHE OWNER AND THE OWNER'S AUTHORIZED AGENT, OTHER THAN THE CONTRACTOR (THECONTRACTOR IS PERMITTED WHERE THE CONTRACTOR IS ALSO THE OWNER), SHALLEMPLOY ONE OR MORE APPROVED AGENCIES TO PROVIDE SPECIAL INSPECTIONS ANDTESTS DURING CONSTRUCTION ON THE TYPES OF WORK SPECIFIED BELOW AND IDENTIFYTHE APPROVED AGENCIES TO THE BUILDING OFFICIAL.
3. CONTRACTOR'S RESPONSIBILITYa. NOTIFY THE SPECIAL INSPECTOR IN ADVANCE FOR INDIVIDUAL INSPECTIONS FOR ITEMS
SPECIFIED ON THE APPROVED PLAN AND ITEMS LISTED IN SECTIONS 1704 AND 1705.
b. RETAIN SPECIAL INSPECTION RECORDS AT JOB SITE AND PROVIDE THESE RECORDS FORREVIEW BY THE BUILDING DEPARTMENT INSPECTOR UPON REQUEST.c. SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY IN ACCORDANCE WITH THEREQUIREMENTS SPECIFIED IN SECTION 1704.4, TO THE BUILDING OFFICIAL AND THE OWNEROR THE OWNER'S AUTHORIZED AGENT PRIOR TO THE COMMENCEMENT OF WORK. THECONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL CONTAIN ACKNOWLEDGEMENT OFAWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIALINSPECTIONS AND THE MINIMUM REQUIREMENT SPECIFIED IN CBC CHAPTER 17.
4. APPROVED AGENCY'S RESPONSIBILITY
a. PERFORM ON-SITE PERIODIC AND CONTINUOUS INSPECTIONS FOR CONFORMANCE WITH
THE BUILDING DEPARTMENT APPROVED PLANS AND PER THE REQUIREMENT SPECIFIED INSECTION 1704 AND 1705.b. PERFORM PERIODIC AND CONTINUOUS INSPECTION FOR OFFSITE FABRICATION OFSTRUCTURAL MEMBERS.EXCEPTION: SPECIAL INSPECTIONS ARE NOT REQUIRED FOR OFF-SITE FABRICATIONWORK PERFORMED ON PREMISES OF A FABRICATOR REGISTERED AND APPROVED TOPERFORM SUCH WORK WITHOUT SPECIAL INSPECTION.c. MAINTAIN SPECIAL INSPECTION AND TEST RECORDS AND FURNISH RECORDS TO
CONTRACTOR, OWNER AND DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE.
d. BRING DISCREPANCIES TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR
CORRECTIONS. IF NOT CORRECTED IN A TIMELY MANNER, BRING TO THE ATTENTION OFTHE BUILDING OFFICIAL AND THE DESIGN PROFESSIONALS IN RESPONSIBLE CHARGE PRIORTO THE COMPLETION OF THAT PHASE OF THE WORK.e. A FINAL REPORT DOCUMENTING REQUIRED SPECIAL INSPECTIONS AND TESTS, ANDCORRECTIONS OF ANY DISCREPANCIES NOTED IN THE INSPECTIONS OR TESTS, SHALL BESUBMITTED AT A POINT IN TIME AGREED UPON PRIOR TO THE START OF WORK BY THEOWNER OR THE OWNER'S AUTHORIZED AGENT TO THE BUILDING OFFICIAL.
5. THE FOLLOWING WORK/ITEMS, IF CHECKED, MUST BE INSPECTED/VERIFIED BY THE APPROVED
AGENCIES TO ENSURE THAT THE WORKMANSHIP AND QUALITY OF WORK/ITEMS IS IN
CONFORMANCE WITH THE DESIGN INTENT AND THE CORRESPONDING REFERENCEDSTANDARD LISTED IN CHAPTER 17 OF THE BUILDING CODE.
SPECIAL INSPECTION
INSPECT REINFORCEMENT, INCLUDING PRESTRESSING
TENDONS, AND VERIFY PLACEMENT
REINFORCING BAR WELDING
·VERIFY WELDABILITY OF REINFORCING BARS OTHER THAN
ASTM A706
·INSPECT SINGLE-PASS FILLET WELDS, MAXIMUM 5/16"
·INSPECT ALL OTHER WELDS
INSPECT ANCHORS POST-INSTALLED IN HARDENED CONCRETE
MEMBERS:
·ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR
UPWARDLY INCLINED ORIENTATIONS TO RESIST
SUSTAINED TENSION LOADS.
·MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOTDEFINED AS ABOVE.
PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS
FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENTTESTS, AND DETERMINE THE TEMPERATURE OF THECONCRETE.
VERIFY USE OF REQUIRED DESIGN MIX
VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE
AND TECHNIQUES.
VERIFY IN-SITU CONCRETE STRENGTH, PRIOR TO STRESSINGOF TENDONS IN POST-TENSIONED CONCRETE AND PRIOR TO
REMOVAL OF SHORES AND FORMS FROM BEAMS AND
STRUCTURAL SLABS.
INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONSOF THE CONCRETE MEMBER BEING FORMED.
VERIFY COMPLIANCE WITH THE APPROVED SUBMITTALS
AS MASONRY CONSTRUCTION BEGINS, VERIFY THAT THEFOLLOWING ARE IN COMPLIANCE:
·PROPORTIONS OF SITE-PREPARED MORTAR
CONTINUOUS
SPECIAL
INSPECTION
PERIODIC
SPECIAL
INSPECTION
TYPE
INSPECT PRE-STRESSED CONCRETE FOR:
·APPLICATION OF PRESTRESSING FORCES
·GROUTING OF BONDED PRESTRESSING TENDONS
MASONRY CONSTRUCTION
·CONSTRUCTION OF MORTAR JOINTS
·GRADE AND SIZE OF REINFORCING STEEL.
·LOCATION OF REINFORCEMENT
X
X
X
PRIOR TO GROUTING, VERIFY THAT THE FOLLOWING ARE INCOMPLIANCE:
·GROUT SPACE
·GRADE, TYPE, AND SIZE OF REINFORCEMENT AND
ANCHOR BOLTS
·PLACEMENT OF REINFORCEMENT
·PROPORTIONS OF SITE-PREPARED GROUT
·CONSTRUCTION OF MORTAR JOINTS
X
X
X
VERIFY DURING CONSTRUCTIONS:
·SIZE AND LOCATION OF STRUCTURAL ELEMENTS
·TYPE, SIZE, AND LOCATION OF ANCHORS, INCLUDINGOTHER DETAILS OF ANCHORAGE OF MASONRY TO
STRUCTURAL MEMBERS, FRAMES, OR OTHER
CONSTRUCTION
·WELDING OF REINFORCEMENT
·PREPARATION, CONSTRUCTION, AND PROTECTION OFMASONRY DURING COLD WEATHER (TEMPERATURE
BELOW 40ºF OR HOT WEATHER (TEMPERATURE ABOVE
90ºF)
GROUT PLACEMENT SHALL BE VERIFIED TO ENSURE
COMPLIANCE WITH CODE AND CONSTRUCTION DOCUMENTPROVISIONS
X
X
X
X
VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS AREADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY
VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH ANDHAVE REACHED PROPER MATERIAL
PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILLMATERIALS
VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFTTHICKNESSES DURING PLACEMENT AND COMPACTION OFCOMPACTED FILL
PERIODICSPECIAL
INSPECTION
TYPE
SOILS INSPECTION
PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECTSUBGRADE AND VERIFY THAT SITE HAS BEEN PREPAREDPROPERLY
X
X
X
X
INSPECT CONCRETE AND/OR SHOTCRETE PLACEMENT FOR
PROPER APPLICATION TECHNIQUES.
CONTINUOUS
SPECIAL
INSPECTION
PERIODIC
SPECIAL
INSPECTION
TYPE
CONCRETE CONSTRUCTION
NOTE: SPECIAL INSPECTIONS AND TESTS ARE NOT REQUIRED FOR CONCRETE SLAB ON GRADEWITH f'c ≤ 2,500 psi.
CONTINUOUSSPECIAL
INSPECTION
X
X
X
X
X
X
X
X
X
XX
X
X
X
X
INSPECT ANCHORS CAST IN CONCRETE
X
VERIFY MASONRY f'm PRIOR TO CONSTRUCTION AND FOR
EVERY 5,000 SQUARE FEET DURING CONSTRUCTION X
X
X
X
X
OBSERVE PREPARATION OF GROUT SPECIMENS, MORTAR
SPECIMENS, AND/OR PRISMS
X
X
24
REVIEWED BY:
DATEINSPECTOR
DATE
"AS BUILT"
ENGINEERING DEPARTMENT
RCE EXP.
SDP 2022-0006
25
GR 2023-0044
546-4A
RETAINING WALL DETAILS
HOPE APARTMENTS
HOPE AVENUE
CT 2022-0001
Structural
Orange | Oakland | Denver
I HERBY DECLARE THAT I AM THE ENGINEER OF RECORD FOR THE PORTION OF
THE PROJECT SHOWN ON SHEETS 24 & 25. I HAVE EXERCISED RESPONSIBLE
CHARGE OVER THE DESIGN OF THIS PORTION OF THE PROJECT AS DEFINED INSECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THEDESIGN IS CONSISTENT WITH THE 2022 CBC. I UNDERSTAND THAT THE CHECK
OF THE PROJECT DRAWINGS AND SPECIFICATION BY THE CITY OF CARLSBAD
DOES NOT RELIEVE ME, AS ENGINEER OF RECORD, OF MY RESPONSIBILITY FOR
PROJECT DESIGN.
FIRM: VCA STRUCTURAL
ADDRESS: 1845 W. ORANGEWOOD AVE., STE. 200
CITY, STATE: ORANGE, CA 92868
TELEPHONE: 714.978.9780BY: BRETT KAUFMANNS.E. NO.: S3939REGISTRATION EXPIRATION DATE: 06/30/25
DECLARATION OF RESPONSIBLE CHARGE
vcastructural.com
MBI
Docusign Envelope ID: 80580EBA-0B98-4A23-805B-92DA4A186898
1/23/2025
LOOP STIRRUP (TIE)SEISMIC HOOK
90°
HOOK @ TIES/STIRRUPS (#5 & SMALLER)
135° SEISMIC
90° HOOK
180° HOOK
STANDARD END HOOKS
Db = BAR DIAMETERD = BEND DIAMETER (FINISHED INSIDE)D = 6Db (#3 - #8) (*) = 8Db (#9 - #11)
D D
DD
Db
Db Db
Db Db
6Db
6Db
D
D Db
Db
4Db
(3" MIN)
12
D
b
COVERPERPLAN
ACCEPTABLE CONFIGURATION (COLUMN, BEAM, & SHEAR WALL)
FA
C
E
O
F
C
O
N
C
R
E
T
E
(*) FOR STIRRUPS & TIES, D = 4Db FOR #5 AND SMALLER
(3
"
M
I
N
)
(3" MIN)
TYPICAL REINFORCEMENT DEVELOPMENT LENGTH (Ld)
& SPLICE FOR CONCRETE
6 1
CO
V
E
R
CO
V
E
R
REINFSPLICESEE TABLE
REINFORCEMENT
SPLICE OCCUR
ON SAME PLANE
FACE OF
CONCRETE
LAP SPLICE & OFFSET
CLEAR COVER & SPACING
FACE OF CONCRETE
IN PLANE BAR LAP
CL
E
A
R
SP
A
C
I
N
G
CLEARSPACING
COVER
1.1/2" CLEAR
OR BARS MAYBE IN CONTACTIF WIRED TOGETHER
CO
V
E
R
FACE OF
CONCRETE
Ld
CRITICALSECTION
DEVELOPMENT LENGTH
NOTES:
1. TOP = ALL HORIZONTAL BARS W/ MORE THAN 12" OF CONCRETE CAST BELOW BARS.
2. BOTTOM = ALL (HORIZONTAL) BARS W/ LESS THAN 12" OF CONCRETE CAST BELOW BARS ANDALL OTHER BARS.
3. Ld - DEVELOPMENT LENGTH OF BARS IN TENSION.
4. TENSION LAP SPLICE LENGTH:a. CLASS A LAP SPLICE = 1.0 x Ldb. CLASS B LAP SPLICE = 1.3 x Ld
5. WHERE NOT SHOWN ON PLAN, REINF. SPLICE MUST BE CLASS B LAP SPLICE.
6. REBAR LENGTHS SHOWN IN THE SCHEDULE SHALL BE INCREASED 50% WHEN COVER IS LESSTHAN 1 Db OR CLEAR SPACING BETWEEN BARS IS LESS THAN 2 Db
7. Db = BAR DIAMETER.
BAR SIZE BAR LOCATION
Ld
3000 psi 4000 psi 5000 psi 6000 psi
< #6 TOP 57 Db 51 Db 46 Db 41 Db
BOTTOM 44 Db 39 Db 35 Db 31 Db
> #7 TOP 72 Db 62 Db 56 Db 50 Db
BOTTOM 55 Db 48 Db 43 Db 38 Db
REINFORCEMENT DEVELOPMENT LENGTH
CONTINUOUS CONCRETE FOOTING
REINFORCEMENT @ INTERSECTION & CORNER
DOUBLE LAYER INTERSECTION & CORNER
SINGLE LAYER INTERSECTION & CORNER
Ld
Ld
Ld
Ld
Ld
Ld
REFER TO DETAIL 27/- FOR Ld.
REINFORCEMENT MAY BE
CONTINUE OR ADD BARS
SAME SIZE & SPACING AS
WALL / FOOTINGREINFORCEMENT
Ld Ld
C.M.U. WALL REINF. @ INTERSECTIONS &
CORNER
LA
P
LA
P
LA
P
LA
P
SINGLE CURTAIN
DOUBLE CURTAIN
VERT. REINF. ATWALL CORNERS,TYP. PLACE INSIDEOF HORIZ. REINF.
HORIZ. REINF.DOWEL
VERT. REINF. AT WALLINTERSECTION, PLACEINSIDE OF HOOKVERT. REINF. ATWALL ENDS, TYP.
#3 LAP W/ HORIZ.REINF.
18"
HORIZ. REINF. W/STD. HOOK DOWN
AT ENDS AND JAMBS
OF WALL, TYP.
4 EXTRA TYP. VERT. BARS, PLACE
FOR ANCHORAGE AS SHOWN ONINSDIE OF HORIZ. BARS
HORIZ. REINF.DOWEL W/ STD.HOOK
HOOK OUTER HORIZ.REINF. TO LAP
INNER HORIZ. REINF.
W/ STD. HOOK
VERT. REINF.
AT WALL
ENDS, TYP.
#3 LAP W/HORIZ. REINF.
HORIZ. REINF. W/STD. HOOK DOWN
18"
HORIZ. REINF.DOWEL W/ STD.HOOK
RETAINING WALL (TERRACED WALL)
8" CMU WALL SOLID GROUT ALLCELLS
BACKWALL
DRAINAGEBY OTHERS
T
54
"
L
A
P
3"
CL
R
18
"
(
*
)
H
(W
A
L
L
H
E
I
G
H
T
=
7
'
-
0
"
M
A
X
.
)
4'-0" MIN
'D1' BARS
'B' BARHORIZONTAL
'A' BAR VERTICAL
6"MI
N
WATERPROOFING
MEMBRANE
WHERE OCCURS
BY OTHERS
6"
M
I
N
2.1/4"
'D2' BARS
FG
TOW
2"
CL
R
0"
H T
(IN)'B' BAR 'C' BAR 'D1' BAR 'D2' BAR
REINFORCING STEEL
'A' BAR
RETAINING WALL SCHEDULE
12 #4 @ 16"#4 @ 16"
12 #4 @ 16"#4 @ 16"
14 #5 @ 16"#5 @ 16"
14 #5 @ 16"#5 @ 16"
#4 @ 16"
#4 @ 16"
#4 @ 16"
#4 @ 16"
4" MIN
#4 @ 16" OC
≤ 7'-0"
≤ 6'-0"
≤ 5'-0"
≤ 4'-0"
NOTE: 'A' BARS MAY BE COMBINED WITH 'C' BARS TO AVOID LAP SPLICE
NOTE: (*) MINIMUM FOOTING DEPTH PER SOILS REPORT
FG
CONTINUOUSCONCRETEFOOTING
6"MI
N
RETAINING WALL W/ L - SHAPE FOOTING-L
2.1/4"
TOW
0"
H W(IN)T(IN)K(IN)'B' BAR 'C' BAR 'D1' BAR 'F1' BAR
REINFORCING STEEL
32
'A' BAR
RETAINING WALL SCHEDULE
12 -#4 @ 16"#4 @ 16"
40 12 -#4 @ 16"#4 @ 16"
44 14 -#5 @ 16"#5 @ 16"
54 14 -#5 @ 16"#5 @ 16"
#4 @ 16"
#4 @ 16"
#4 @ 16"
#4 @ 16"
#5 @ 14"(3) #5
≤ 7'-0"
≤ 6'-0"
≤ 5'-0"
≤ 4'-0"
NOTE: 'A' BARS MAY BE COMBINED WITH 'C' BARS TO AVOID LAP SPLICE
'C' BARS MAY BE COMBINED WITH 'F1' BARS TO AVOID LAP SPLICE
(3) #5
(4) #5
(4) #5
#5 @ 14"
#6 @ 16"
#6 @ 16"
12"
NOTE: (*) MINIMUM FOOTING DEPTH PER SOILS REPORT
T
54
"
L
A
P
H
(W
A
L
L
H
E
I
G
H
T
=
7
'
-
0
"
M
A
X
.
)
BACKWALL
DRAINAGEBY OTHERS
WATERPROOFINGMEMBRANEWHEREOCCURS BYOTHERS
'B' BAR HORIZONTAL
8" CMU WALL SOLID GROUT ALLCELLS
'C' BAR
'A' BAR VERTICAL
FG
18
"
(
*
)
6"
M
I
N
'D1' BARS
3"
C
L
R
2"
C
L
R
#4 @ 18" OC
'D2' BARS
FG
'F1' BARS
CONTINUOUS
CONCRETEFOOTING
W
FENCE/GUARD RAIL EMBEDED @ TOP OF WALL
48
"
M
A
X
CMU WALL (8" THICK MIN) /
CONC WALL
#4x48" HOR @ TOP, BOT& MID LENGTH OF STEELSLEEVE
12
"
M
I
N
24
"
1/8
GUARD RAIL POST
STEEL SLEEVE
CMU WALL
STEEL SLEEVE
WALL HORIZ REINF W/HOOK @ END
ADD (2) #4 VERT @STEEL SLEEVE
#4x48" @ TOP, BOT & MIDLENGTH OF STEELSLEEVE
SECTIONA
A
#4 @ 16"
#4 @ 16"
#5 @ 16"
#5 @ 16"
#4 @ 16"
#4 @ 16"
#5 @ 16"
#5 @ 16"
FENCE/ GUARD RAILPOST EMBEDED WHERE
OCCURS. SEE 27/-
FENCE/ GUARD RAILPOST EMBEDED WHEREOCCURS. SEE 27/-
6"MI
N
H
(W
A
L
L
H
E
I
G
H
T
=
5
'
-
0
"
M
A
X
.
)
4" MIN
TOW
2' MIN (VARIES)
'C' BAR
STEPPED FTG DETAIL - TYP
d
Ld
Ld Ld
Ld Ld
Ld FTGREINF
REINF @ STEP FTG TO BESAME AS FTG REINF UNO
TIES @ FTG WHERE
OCCURS
FTG REINF
1.5d MIN1.5d MIN
3
"
C
L
R
3" CLR
t
t
VERT WALL DOWELSWHERE OCCURS
3"
C
L
R
3"
C
L
R
d 18
"
MA
X
h
24
"
ADD #5 @ 18" OC WHERE
h > 8", TYP
Ld
TYPICAL HOOKS PER ACI 318 2
3
5
6
8
9
11
12
14
16PLANTER
F.G.
24"
14" CONT. CONC FOOTING
W/ #5 @ 16" O.C. T&B E.W.
PLANTERPODIUM
#5@16" O.C. HORZ
#5@16" O.C. VERT
8" CMU WALLSOLID GROUTALL CELLS
5'
-
4
"
M
A
X
3"
M
I
N
CONC DECK, SEE
CONC WALL, SEE
STRUCTURAL PLAN
STRUCTURAL PLAN
12
"
M
I
N
2.1/4"
ENGINEER SOIL, REFER TOCIVIL DRAWINGS
2.1/4"
25
REVIEWED BY:
DATEINSPECTOR
DATE
"AS BUILT"
ENGINEERING DEPARTMENT
RCE EXP.
SDP 2022-0006
25
GR 2023-0044
546-4A
RETAINING WALL DETAILS
HOPE APARTMENTS
HOPE AVENUE
CT 2022-0001
Structural
Orange | Oakland | Denver
I HERBY DECLARE THAT I AM THE ENGINEER OF RECORD FOR THE PORTION OF
THE PROJECT SHOWN ON SHEETS 24 & 25. I HAVE EXERCISED RESPONSIBLE
CHARGE OVER THE DESIGN OF THIS PORTION OF THE PROJECT AS DEFINED INSECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THEDESIGN IS CONSISTENT WITH THE 2022 CBC. I UNDERSTAND THAT THE CHECK
OF THE PROJECT DRAWINGS AND SPECIFICATION BY THE CITY OF CARLSBAD
DOES NOT RELIEVE ME, AS ENGINEER OF RECORD, OF MY RESPONSIBILITY FOR
PROJECT DESIGN.
FIRM: VCA STRUCTURAL
ADDRESS: 1845 W. ORANGEWOOD AVE., STE. 200
CITY, STATE: ORANGE, CA 92868
TELEPHONE: 714.978.9780BY: BRETT KAUFMANNS.E. NO.: S3939REGISTRATION EXPIRATION DATE: 06/30/25
DECLARATION OF RESPONSIBLE CHARGE
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MBI
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1/23/2025