HomeMy WebLinkAboutDWG 543-6A; SDP 2022-0003; FPC RESIDENTIAL; 01-22N
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GRADING NOTES
(IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL CODE.)
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD
REGARDING GRADING SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD
MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER
ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE
ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS
DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF- WORK FROM
RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING
CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR
APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE
PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A 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 AND
OTHER APPROPRIATE AGENCIES.
6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT
CONSTRUCTED PRIOR TO THE DEADLINE DATE OF THE IMPROVEMENT AGREEMENT.
7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING
TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID
GRADING PERMIT HAS BEEN ISSUED.
8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY
ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND
THE 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 PROJECT SITE
AT ALL TIMES DURING CONSTRUCTION.
12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY
SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A
PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE
FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY
ENGINEERING INSPECTOR WITHIN TWO 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 OF A
BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE DIRECTION OF A
PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE
FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND THE "EARTHWORK
SPECIFICATIONS " ATTACHED TO THE PRELIMINARY SOILS INVESTIGATION. DAILY FIELD COMPACTION
REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR.
14. A PRECONSTRUCTION MEETING SHALL BE HELD PRIOR TO THE BEGINNING OF WORK AND SHALL BE
ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION,
TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR WILL BE CONTACTED BY THE
PROJECT INSPECTOR TO COORDINATE A DATE AND TIME FOR THE PRECONSTRUCTION MEETING.
APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE
PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING.
15. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING
THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 438-3891. INSPECTION REQUEST MUST
BE RECEIVED PRIOR TO 2:00 P.M. ON THE WORKING DAY BEFORE THE INSPECTION IS NEEDED.
INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE
AFTER 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.
16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN,
CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS,
LAWS AND REGULATIONS.
17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO
THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING
SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF
CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE
INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (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. 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 CONTRACTERS 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 DURING
CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, AND THE PERMITTEE WILL NOTIFY THE
CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN
AUTHORITY FROM THE CITY ENGINEER TO DO SO.
20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP,
REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT,
CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED
TO THE PERIOD BETWEEN 7:00 A.M. AND 6:00 P.M. EACH DAY, MONDAY THRU FRIDAY AND NO
EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A
LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.)
21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY INSPECTOR
FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT
STREETS AS A RESULT OF THE GRADING OPERATION.
23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED
UNLESS SPECIFICALLY NOTED ON THE PLAN.
24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF WATER IS NOT
PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A MINIMUM ONE PERCENT SLOPE.
25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SWPPP AND/OR SET OF EROSION CONTROL
PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY THE CITY ENGINEER OR AS
DIRECTED BY THE PROJECT INSPECTOR.
26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS
SECTION. THE SITE SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS OR
OTHER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY
ENGINEER.
27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN (10)
DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED
GRADING PLANS.
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 FROM
THE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING PERMIT WELL IN ADVANCE OF THE
SCHEDULING OF BLASTING OPERATIONS.
28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF
CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO. 543-6L
AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR.
29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF
THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND IRRIGATION PLANS AND THE
IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL
TIME REQUIREMENTS.
30. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, IT
SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH
PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR
REMOVED AS APPROVED BY THE CITY ENGINEER.
31. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE
CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE , RECORDS. ATTENTION IS
CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN
OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO
TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY
OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN.
32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVE GROUND AND
UNDER GROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF GRADING TO PERMIT THE
REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT
WITH THE PROPOSED WORK.
33. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FULL
WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COORDINATE THE
WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT (800)422-4133
SDG&E (800)411-7343
AT&T (800)892-0123
TIME WARNER CABLE (760)438-7741
COX COMMUNICATIONS (619)262-1122
CITY OF CARLSBAD(STREETS & STORM DRAIN) (760)434-2980
CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER) (760)438-2722
SAN 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
THE WORK IN PROGRESS {15.16.120 A.8} CARLSBAD MUNICIPAL CODE.
B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT - THE FOLLOWING REPORTS MUST
BE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR {15.16.120 A.10}
CARLSBAD MUNICIPAL CODE:
(1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL GRADING IS
COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND IRRIGATION ARE
INSTALLED IN CONFORMANCE WITH CITY CODE AND THE APPROVED PLANS (
OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT).
(2) AS-BUILT GRADING PLAN.
(3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL
BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSIVE QUALITY OF THE
SOIL, AND SUMMARIES OF FIELD AND LABORATORY TESTS AND PLOTTED TEST
POINTS THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS
ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE
REQUIREMENTS AND RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS
REPORT AND ANY SUPPLEMENTS THERETO.
(4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY.
35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) YEAR AFTER THE CITY
ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK.
PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK.
36. IN ACCORDANCE WITH THE CITY STORM WATER STANDARDS, ALL STORM DRAIN INLETS CONSTRUCTED
BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT WASTEWATER DISCHARGE
DOWNSTREAM. STENCILS SHALL BE ADDED TO THE SATISFACTION OF THE CITY ENGINEER.
"DECLARATION OF RESPONSIBLE CHARGE" (SHEETS 1-19)
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 CARLSBAD
DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM:
ADDRESS:
CITY, STATE:
TELEPHONE:
BY:
(NAME OF ENGINEER)
R.C.E. NO.:
REGISTRATION EXPIRATION DATE:
SOILS ENGINEER'S CERTIFICATE
SIGNED:
G.E./P.E. NO.:
DATE:
LICENSE EXPIRATION DATE:
OWNER'S CERTIFICATE
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 THE COMPACTION AND
STABILITY OF THIS SITE. IF THIS PROJECT/DEVELOPMENT IS SUBJECT TO A STATE-REGULATED SWPPP,
I (WE) ALSO AGREE A QUALIFIED SWPPP PRACTITIONER (QSP) HAS BEEN OR WILL BE RETAINED TO
SUPERVISE IMPLEMENTATION OF THE SWPPP IN ACCORDANCE WITH THE CALIFORNIA CONSTRUCTION
ORDER AND MUNICIPAL PERMIT, LATEST VERSION.
MICHAEL NEAL DATE
I, , A REGISTERED GEOTECHNICAL
ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING
BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT
A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS
SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OF
COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY
RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY
ENGINEER.
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY
METHODS FROM INFORMATION GATHERED ON 11/11/2022.
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP
ACCURACY STANDARDS.
PROJECT LOCATION
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S)
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS:
1984-6243
SHEET INDEX
LEGAL DESCRIPTION
PROJECT ADDRESS
DEVELOPER
NAME:
ADDRESS:
PHONE NO.:
REFERENCE DRAWINGS
EARTHWORK QUANTITIES
CUT:
FILL:
IMPORT:
EXPORT:
REMEDIAL:CY
CY
CY
CY
CY
BENCHMARK
DESCRIPTION:
LOCATION:
RECORDED:
ELEVATION:DATUM:NGVD 29
TOTAL LOT AREA =
TOTAL DISTURBED AREA =
(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 WORKER FOOT TRAFFIC, SOIL/GRAVEL
PILES, UTILITY TRENCHES, BACKFILL CUTS AND SLOPE
KEYWAYS)
TOTAL PROPOSED/REPLACED IMPERVIOUS AREA = 179,173 SF
TOTAL PROPOSED PERVIOUS AREA = 56,051 SF
WORK TO BE DONE
THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, REMEDIAL GRADING,
DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND
PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR
REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, 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.
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD ENGINEERING STANDARDS
3. THIS SET OF PLANS
4. RESOLUTION NO.
5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK).
6. SOILS REPORT AND RECOMMENDATIONS BY
7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF
CARLSBAD STANDARDS.
8. ENVIRONMENTAL APPROVAL DOCUMENTS:
9. STORM WATER POLLUTION PREVENTION PLAN PREPARED
BY
WDID NO. 9-37C402551
10. STORM WATER MANAGEMENT PLAN PREPARED
BY
11. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK AND CALTRANS
CONSTRUCTION SITE BMP MANUAL.
ABANDONMENT NOTES
PARTIALLY COMPLETED PROJECTS SEEKING TO INDEFINITELY STOP WORK AND CLOSE THE GRADING PERMIT
MUST IMPLEMENT APPROPRIATE ACCESS RESTRICTION AND EROSION AND SEDIMENT CONTROL MEASURES TO
THE SATISFACTION OF THE CITY, INCLUDING BUT NOT LIMITED TO THE FOLLOWING:
1) PERMANENTLY STABILIZE ALL SLOPES (>5%) - 70% COVER WITH WELL-ESTABLISHED, SUSTAINABLE,
NON-WEED VEGETATION (SEE CITY LANDSCAPE MANUAL FOR (GUIDELINES) IS CONSIDERED ADEQUATE.
2) PERMANENTLY STABILIZE FLAT AREAS (≤5%) - 70% COVER WITH WELL-ESTABLISHED, SUSTAINABLE,
NON-WEED VEGETATION (SEE CITY LANDSCAPE MANUAL FOR GUIDELINES) OR 2 INCHES (MINIMUM) OF
PERMEABLE COVER (E.G., GRAVEL) IS CONSIDERED ADEQUATE.
3) RESTRICT ACCESS TO SITE - COORDINATE WITH CITY STAFF TO DETERMINE APPROPRIATE FENCING TYPE.
4) SIGNAGE ALONG FRONTAGE ROAD(S) POSTING THAT DUMPING, LITTERING, AND TRESPASSING ARE
PROHIBITED.
5) TRESPASS ENFORCEMENT AUTHORIZATION LETTER MUST BE SENT FROM THE OWNER TO THE CITY OF
CARLSBAD POLICE DEPARTMENT.
6) NOTARIZE AND RECORD AGAINST THE PROPERTY AN AGREEMENT STATING THAT OWNER IS RESPONSIBLE
FOR MAINTAINING FENCING 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.
ELEVATIONS SHOWN HEREON ARE BASED ON BRASS DISK, "OC147 1968",
FOUND IN THE NORTHEAST CORNER OF NORTHBOUND HWY 101
BRIDGE OVER PONTO CREEK, AS SHOWN ON ROS 17271 AS BM-OC-147.
50.560
1,595
8,885
27,000
1. TITLE SHEET
2. KEY MAP & NOTES
03-04. SECTIONS & DETAILS
05-13. PRECISE GRADING PLAN
14-16. STORM DRAIN PLAN & PROFILES
17. BMP PLAN
18-19. BMP PLAN DETAILS
20-22. STRUCTURAL RETAINING WALL DETAILS
SEE SHEET 2
214-160-25; 214-160-28; 214-171-11
4.64 ACRES
DWG 337-9
DWG 468-3
DWG 499-2
7200, 7290, 7294 PONTO
DRIVE CARLSBAD, CA 92011
VICINITY MAP:
SCALE: 1" = 800'
1
FENTON PONTO LLC
7577 MISSION VALLEY RD.
SAN DIEGO, CA 92108
(619) 400-0120
PLSA ENGINEERING
1911 SAN DIEGO AVE, SUITE 100
SAN DIEGO, CA 92110
(858) 259-8212
TYLER G LAWSON
12/31/24
80356
JOHN J. DONOVAN
MARCH 16, 2022
PASCO LARET SUITER & ASSOCIATES.
DATED
DATED
DATED
DATED
TITLE SHEET
ADVANCED GEOTECHNICAL SOLUTIONS
INC (AGS)3/16/2022
ASSESSOR'S PARCEL NO.
214-160-28, 214-160-25, 214-171-11
ASSOCIATED PERMITS
PUBLIC IMPROVEMENT PLANS 543-6
7,290
5.40 ACRES
7482 MAY 3,2023
RESOLUTION NO. 7482, DATED : MAY3, 2023
37. DEVELOPER SHALL AVOID AFFECTING NESTING BIRD SPECIES (RAPTORS, LISTED BIRD SPECIES, AND
MIGRATORY BIRDS) DURING CONSTRUCTION ACTIVITIES, INCLUDING CLEARING AND GRUBBING, DURING
THE BIRD BREEDING SEASON (FEBRUARY 15 TO AUGUST 31). IF THE BREEDING SEASON CAN=NT BE
AVOIDED, THE FOLLOWING ACTIONS SHALL BE TAKEN:
A. NO MORE THAN THREE (3) DAYS PRIOR TO ANY VEGETATION CLEARING OR
CONSTRUCTION ACTIVITIES, A QUALIFIED BIOLOGIST SHALL CONDUCT A
PRE-CONSTRUCTION SURVEY THROUGHOUT THE SITE TO IDENTIFY NESTS OR NESTING
BEHAVIOR. MONITORING SHALL CONTINUE THROUGHOUT THE BREEDING SEASON. IF
AN ACTIVE NEST IS OBSERVED, A PROTECTIVE BUFFER SHALL BE FENCED OFF, AND NO
WORK SHALL BE ALLOWED WITHIN THE BUFFER UNTIL THE NEST IS NO LONGER ACTIVE
(E.G., ALL NESTLINGS HAVE SUCCESSFULLY FLEDGED). A BUFFER WIDTH OF AT LEAST
500 FEET SHALL BE REQUIRED FOR RAPTORS OR LISTED SPECIES SUCH AS COASTAL
CALIFORNIA GNATCATCHER OR LEAST BELL'S VIREO. BUFFER WIDTH FOR OTHER
SPECIES SHALL BE DETERMINED BY A QUALIFIED BIOLOGIST, IN COORDINATION WITH
THE CITY AND WILDLIFE AGENCIES BASED ON SPECIES BIOLOGY AND SITE
CONDITIONS.
B. USFWS SHALL BE NOTIFIED IMMEDIATELY OF ANY FEDERALLY LISTED SPECIES THAT ARE
LOCATED DURING PRE-CONSTRUCTION SURVEYS.
C. A QUALIFIED BIOLOGIST SHALL MONITOR CONSTRUCTION ACTIVITIES DURING THE
BREEDING SEASON. NO ACTIVITIES THAT WOULD RESULT IN NOISE LEVELS EXCEEDING
60 DBA HOURLY LEQ WITHIN 500 FEET OF BREEDING HABITAT OCCUPIED BY LISTED
SPECIES. AMBIENT NOISE SHALL BE EXCLUDED FROM THE 60 DBA CALCULATION. IF
EXCESS NOISE-PRODUCING CONSTRUCTION ACTIVITIES ARE NOT COMPLETED PRIOR
TO THE BREEDING SEASON, AND BIRDS ARE NESTING DURING THE BREEDING SEASON,
NOISE BARRIERS SHALL BE ERECTED TO REDUCE NOISE IMPACTS AT THE DISTANCE
OF THE NESTS TO BELOW 60 DBA HOURLY LEQ OR THE ACTIVITIES SHALL BE
SUSPENDED. THE NEST SHALL BE MONITORED BY THE MONITORING BIOLOGIST, AND
THE NOISE RESTRICTIONS SHALL CONTINUE UNTIL THE NOISE PRODUCING MACHINERY
WORK IS COMPLETED.
36. PRIOR TO ISSUANCE OF GRADING AND BUILDING PERMITS, DEVELOPER SHALL LIST THE FOLLOWING ON
ALL CONSTRUCTION, GRADING AND IMPROVEMENT PLANS. DEVELOPER SHALL ADHERE TO THE
FOLLOWING MEASURES FOR ALL CONSTRUCTION PHASES OF THE PROJECT:
A. THE PROJECT CONTRACTOR SHALL, TO THE EXTENT FEASIBLE, SCHEDULE
CONSTRUCTION ACTIVITIES TO AVOID THE SIMULTANEOUS OPERATION OF
CONSTRUCTION EQUIPMENT SO AS TO MINIMIZE NOISE LEVELS RESULTING FROM
OPERATING SEVERAL PIECES OF HIGH NOISE LEVEL EMITTING EQUIPMENT.
B. ALL CONSTRUCTION EQUIPMENT, FIXED OR MOBILE, SHALL BE EQUIPPED WITH
PROPERLY OPERATING AND MAINTAINED MUFFLERS. ENFORCEMENT SHALL BE
ACCOMPLISHED BY RANDOM FIELD INSPECTIONS BY APPLICANT PERSONNEL DURING
CONSTRUCTION ACTIVITIES, TO THE SATISFACTION OF THE CITY OF CARLSBAD.
C. CONSTRUCTION NOISE REDUCTION METHODS SUCH AS SHUTTING OFF IDLING
EQUIPMENT, CONSTRUCTION OF A TEMPORARY NOISE BARRIER, LOCATING
STOCKPILING AND/OR CONSTRUCTION EQUIPMENT STAGING AREAS AS FAR AS
PRACTICABLE FROM ADJACENT RESIDENCES OR OTHER NOISE-SENSITIVE RECEPTORS,
AND USE OF ELECTRIC AIR COMPRESSORS AND SIMILAR POWER TOOLS, RATHER THAN
DIESEL EQUIPMENT, SHALL BE USED WHERE FEASIBLE.
D. DURING CONSTRUCTION, STATIONARY CONSTRUCTION EQUIPMENT SHALL BE PLACED
SUCH THAT EMITTED NOISE IS DIRECTED AWAY FROM OR SHIELDED FROM SENSITIVE
RECEPTORS.
E. CONSTRUCTION HOURS, ALLOWABLE WORKDAYS, AND THE PHONE NUMBER OF THE
JOB SUPERINTENDENT SHALL BE CLEARLY POSTED AT ALL CONSTRUCTION
ENTRANCES TO ALLOW SURROUNDING PROPERTY OWNERS TO CONTACT THE JOB
SUPERINTENDENT IF NECESSARY. IN THE EVENT THE CITY OF CARLSBAD RECEIVES A
COMPLAINT, APPROPRIATE CORRECTIVE ACTIONS SHALL BE IMPLEMENTED, AND A
REPORT OF THE ACTION PROVIDED TO THE REPORTING PARTY.
F. TO COMPLY WITH SDAPCD RULE 55, FUGITIVE DUST CONTROL, THE ACTIVE GRADING
SITES SHALL BE WATERED AT LEAST TWO TIMES DAILY.
G. PRIOR TO THE START OF CONSTRUCTION ACTIVITIES AND ISSUANCE OF GRADING
PERMITS, THE PROJECT APPLICANT, OR ITS DESIGNEE, SHALL ENSURE THAT ALL 84
HORSEPOWER OR GREATER DIESEL-POWERED EQUIPMENT ARE POWERED WITH
CALIFORNIA AIR RESOURCES BOARD (CARB)-CERTIFIED TIER 4 INTERIM ENGINES OR
BETTER, EXCEPT WHERE THE PROJECT APPLICANT ESTABLISHES TO THE
SATISFACTION OF THE CITY OF CARLSBAD (CITY) THAT TIER 4 INTERIM EQUIPMENT IS
NOT AVAILABLE. AN EXEMPTION FROM THIS REQUIREMENT MAY BE GRANTED BY THE
CITY IF (1) THE CITY DOCUMENTS EQUIPMENT WITH TIER 4 INTERIM ENGINES ARE NOT
REASONABLY AVAILABLE, AND (2) THE REQUIRED CORRESPONDING REDUCTIONS IN
CRITERIA AIR POLLUTANT EMISSIONS CAN BE ACHIEVED FOR THE PROJECT FROM
OTHER COMBINATIONS OF CONSTRUCTION EQUIPMENT. BEFORE AN EXEMPTION MAY
BE GRANTED, THE CONSTRUCTION CONTRACTOR SHALL: CONFIRM THAT THE
PROPOSED REPLACEMENT EQUIPMENT HAS BEEN EVALUATED USING CALIFORNIA
EMISSIONS ESTIMATOR MODEL (CALEEMOD} OR OTHER INDUSTRY STANDARD
EMISSION ESTIMATION METHOD AND DOCUMENTATION PROVIDED TO THE CITY TO
CONFIRM THAT NECESSARY PROJECT-GENERATED EMISSIONS REDUCTIONS ARE
ACHIEVED.
PLSA
PLSA
---
REVISION DESCRIPTION CITY APPROVAL
INITIALDATE
ENGINEER OF WORK
INITIALDATE
ENGINEERING DEPARTMENT
DRAWING NO.PROJECT NO.
CHKD BY:
DWN BY:
APPROVED:
DATE INITIAL
RVWD BY:
"AS BUILT"
DATE
INSPECTOR DATE
REVIEWED BY:
P.E.EXP.
1
ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24
JASON S. GELDERT
DATE
OTHER APPROVAL
SHEETSSHEET
GRADING PLANS FOR:
J:\ACTIVE JOBS\3754 FENTON-PONTO RD\CIVIL\DRAWING\GRADING PLANS
22
SDP 2022-0003
GR 2023-0029
543-6A
GRADING NOTES (CONTINUED)GRADING NOTES (CONTINUED)
SEE SHEET 2 FOR LEGEND
SEE SHEET 2 FOR SPECIAL MITIGATION NOTES
MP-40
TC-50 QUARTERLY
TC-12
TRASH CAPTURE
STORMTEK ST3
MODULAR
WETLAND
STREET
TREE
PRIVATE
PRIVATE
YES
YES
5-6,8-9,17-19
18-19 AS NEEDED
SEMI-ANNUALLY
& AS NEEDED
PRIVATE YES 15-16
GE 2790
06-30-25
PROJECT SITE
WDID PERMIT NUMBER: 9-37C402551
JUNE 7, 2023
AUGUST 11, 2023
38. 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
PROPOSE PROJECT ARE LIMITED TO THE HOURS FROM 7:00 A.M. TO 6:00 P.M. MONDAY THROUGH FRIDAY,
AND 8:00 A.M. TO 6:00 P.M. ON SATURDAYS; NO WORK SHALL BE CONDUCTED ON SUNDAYS OR ON FEDERAL
HOLIDAYS.
DATE
03/20/2024
TYLER G. LAWSON R.C.E. NO. 80356 EXP. 12/31/2024
~~oFESSJo~
%",\\. l . D°'lio '( ~· ~
No. 2790
"<": .,::, 01tCHl~e,
I
/\
{STRUCTURAL) POST-CONSTRUCTION BMP TABLE
STORM WATER R[QU/R[M[NTS THAT APPLY:
n STANDARD STORM WATER REQUIREMENTS
[2<::J PRIORITY PROJECT REOU/REMENTS
TYPE DESCRIPTION OWNERSHIP
EXEMPT FROM
TRASH CAPTURE? n YES
[::2:J NO
MAINTENANCE
AGREEMENT
PLSA 1,--~
PLSAENGINEERING.COM
EXEMPT FROM
HYDROMODIFICA TION?
I:><] YES □ NO
SHEET NO. MAINTENANCE
FREQUENCY
DI CITY OF CARLSBAD ID
FPC RESIDENTIAL
I 11 II I
DocuSign Envelope ID: 94AFDCDD-E319-4BA9-825D-110AFC4D7C5D
4/2/2024
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T
B
E
A
C
H
W
A
Y
PONTO DRIVE
CARLS
B
A
D
B
L
V
D
PV
T
D
W
Y
A
PVT DWY B
PV
T
D
W
Y
B
PVT DW
Y
C
PV
T
D
W
Y
D
PV
T
D
W
Y
E
APN:
216-010-02
LOT 1
MAP 11290
APN:
214-16
0
-
3
6
APN:
214-160
-
3
5
APN:
214-16
0
-
3
4
APN:
214-160
-
0
6
APN:
214-160
-
0
5
APN: 214-160-39
APN: 214-160-37
APN: 214-160-37
APN:
216-010-01
APN:
214-160-27
RIBBON GUTTER DETAIL
NOT TO SCALE
1.5'1.5'
3.0'
1.5" (FL PER PLAN)
6" (MIN)SOIL SUBGRADE
4" AC OVER 9" CLASS II AB
(MIN) OR PER GEOTECH
RECOMMENDATIONS
3' WIDE, 7" THICK PCC RIBBON
GUTTER. EXTEND AGGREGATE
BASE MATERIAL 6" MIN. BENEATH
GUTTER.
1.
5
"
6"
6"
1"
1.5'
3.0'
MODIFIED ROLLED CURB & GUTTER DETAIL
NOT TO SCALE
9" CLASS II AB (TYP)FL ELEVATION
PER PLAN
FACE OF CURB
4" AC (TYP)
6" PCC G-1 CURB DETAIL
NOT TO SCALE
6"
6"
11"
9" CLASS II AB (TYP)
4" AC (TYP)
6"
15
"
6"
0" PCC CURB DETAIL
NOT TO SCALE
6"
15
"
9" CLASS II AB (TYP)
4" AC (TYP)
8"
6"
6"
VARIES
PER PLAN
GFF
0.2%-14.2%
PROPOSED BLDG
PROPOSED 0" CURB
PER DETAIL THIS SHEET
DRIVEWAY APRON PER BUILDING: 1-6, 9, 11, 13, 16-23
NOT TO SCALE
PROPOSED DRIVEWAY APRON
TYPICAL CONCRETE PAVEMENT
SECTION PER DETAIL SHEET 4
PROPOSED MODIFIED ROLLED CURB
PER DETAIL THIS SHEET
VARIES
PER PLAN
GFF 0%-12%
PROPOSED BLDG
DRIVEWAY APRON PER BUILDING: 7, 8, 10, 12, 14, 15
NOT TO SCALE
PROPOSED DRIVEWAY APRON
TYPICAL CONCRETE PAVEMENT
SECTION PER DETAIL SHEET 4
KEY MAP:
SCALE: 1" = 80'
KEY MAP LEGEND:
SHEET LIMIT
SHEET NUMBER
PROPERTY BOUNDARY
RIGHT-OF-WAY
#
REVISION DESCRIPTION CITY APPROVAL
INITIALDATE
ENGINEER OF WORK
INITIALDATE
ENGINEERING DEPARTMENT
DRAWING NO.PROJECT NO.
CHKD BY:
DWN BY:
APPROVED:
DATE INITIAL
RVWD BY:
"AS BUILT"
DATE
INSPECTOR DATE
REVIEWED BY:
P.E.EXP.
1
ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24
JASON S. GELDERT
DATE
OTHER APPROVAL
SHEETSSHEET
GRADING PLANS FOR:
J:\ACTIVE JOBS\3754 FENTON-PONTO RD\CIVIL\DRAWING\GRADING PLANS
22
SDP 2022-0003
GR 2023-0029
543-6ADATE
03/20/2024
TYLER G. LAWSON R.C.E. NO. 80356 EXP. 12/31/2024
ITEM DESCRIPTION STD. DWG.SYMBOL QTY.
SUBJECT PROPERTY / PROJECT BOUNDARY
RIGHT-OF-WAY
CENTERLINE OF ROAD
EXISTING LOT LINE
SETBACK
EASEMENT
PARCEL LINE
EXISTING SURVEY MONUMENT
EXISTING CONTOUR LINE
CONTOUR LINE
FLOWLINE
LIMITS OF GRADING
CUT/FILL LINE
CUT/FILL SLOPE @ 2:1 MAX
PAD ELEVATION
PAVERS 6,500 SF
AC PAVEMENT 34,700 SF
PCC DRIVEWAY 5,060 SF
GRASSPAVE (FIRE-RATED) ROADWAY 1,250 SF
PER LANDSCAPE PLANS
SIDEWALK SDRSD G-7 8,000 SF
BROW DITCH SDRSD D-75 TYPE B 850 LF
RIBBON GUTTER SEE DETAILS 600 SF
CROSS-GUTTER SDRSD G-12 250 SF
0" CURB SEE DETAILS 1,700 LF
6" PCC CURB SDRSD G-1 400 LF
6" PCC CURB AND GUTTER SDRSD G-2 500 LF
ROLLED CURB & GUTTER SDRSD G-4 550 LF
CURB RAMPS SDG-132 18 EA
MASONRY RETAINING WALL SDRSD C-2, 3, 4 1,170 SF
SOUND RETAINING WALL 5,500 SF
BUILDING STEM WALL
BUILDING DEEPENED FOOTING
BUILDING SLAB BREAK
6" PVC STORM DRAIN @ 1.0% MIN, UNLESS NOTED OTHERWISE 3,280 LF
12" NDS AREA DRAIN OR EQUAL 105 EA
EXISTING GAS MAIN
EXISTING OVERHEAD UTILITY LINE
EXISTING UTILITY POLE
EXISTING WATER MAIN
EXISTING SEWER MAIN
EXISTING STORM DRAIN
EXISTING FIRE HYDRANT
GAS SERVICE
12" HDPE STORM DRAIN DS-2*190 LF
18" HDPE STORM DRAIN DS-2*75 LF
24" HDPE STORM DRAIN DS-2*410 LF
TYPE 'A' CLEANOUT PER D-9 7 EA
TYPE 'B' CURB INLET PER D-2 2 EA
TYPE 'F' CATCH BASIN PER D-7 1 EA
PROPRIETARY BIOFILTRATION SYSTEM (MWS) 4 EA
TREE WELL 4 EA
LEGEND LEGAL DESCRIPTION
PER STEWART TITLE GUARANTY COMPANY PRELIMINARY REPORT, ORDER NO 21000481274, NOVEMBER 10, 2021.
THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF SAN DIEGO, CITY OF CARLSBAD AND DESCRIBED AS FOLLOWS:
PARCEL 1:
PARCEL "B" AS SHOWN ON PARCEL MAP NO. 4383 IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, FILED IN THE OFFICE OF THE COUNTY
RECORDER OF SAN DIEGO COUNTY, JANUARY 14, 1976.
PARCEL 2:
AN EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER, UNDER, ALONG AND ACROSS A STRIP OF LAND 60.00 FEET OF EVEN WIDTH, LOCATED WITHIN THE SOUTH
TWO-THIRDS OF LOT 4 OF SECTION 29, TOWNSHIP 12 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, AND
STATE OF CALIFORNIA, ACCORDING TO THE UNITED STATES GOVERNMENT SURVEY APPROVED OCTOBER 25, 1875, DESCRIBED AS FOLLOWS:
COMMENCING AT THE INTERSECTION OF THE SOUTH LINE OF SAID SECTION 29 WITH THE WESTERLY LINE OF THE ABANDONED PORTION OF THE ATCHISON, TOPEKA AND
SANTA FE RAILWAY COMPANY'S (FORMERLY THE CALIFORNIA RAILWAY COMPANY) RIGHT OF WAY ACROSS THE SOUTH TWO-THIRDS OF SAID LOT 4, SAID POINT BEING
DISTANT ALONG SAID SOUTHERLY LINE NORTH 89 DEGREES 49' 00" WEST 209.69 FEET FROM THE SOUTHEAST CORNER OF SAID SECTION 29; THENCE ALONG THE
WESTERLY LINE OF SAID ABANDONED RAILROAD RIGHT OF WAY, NORTH 4 DEGREES 40'18" WEST TO THE NORTHERLY LINE OF SAID SOUTH TWO-THIRDS OF LOT 4, BEING
THE SOUTH LINE OF LAND CONVEYED TO HERBERT J. ESTES BY DEED RECORDED DECEMBER 3, 1936 IN BOOK 600, PAGE 65 OF OFFICIAL RECORDS; THENCE RETRACING
SOUTH 4 DEGREES 40'18" EAST 200.00 FEET TO A POINT WHICH BEARS SOUTH 89 DEGREES 40' 18" EAST FROM THE NORTHEASTERLY CORNER OF LAND DESCRIBED IN
PARCEL NO. 1 IN DEED TO BRUCE B. KESNER, ET UX, RECORDED MARCH 3, 1961 AS FILE NO. 38987; SAID POINT BEING THE TRUE POINT OF BEGINNING; THENCE NORTH 89
DEGREES 40'18" WEST 60.23 FEET TO AN INTERSECTION WITH A LINE WHICH IS PARALLEL WITH AND DISTANT 60.00 FEET WESTERLY OF, MEASURED AT RIGHT ANGLES TO,
THE WESTERLY LINE OF SAID ABANDONED RIGHT OF WAY, BEING ALSO THE NORTHEAST CORNER OF SAID KESNER LAND; THENCE ALONG THE BOUNDARY OF SAID LAND
SOUTH 4 DEGREES 40'18" EAST 570.01 FEET TO THE MOST SOUTHERLY CORNER THEREOF; THENCE ALONG A STRAIGHT LINE CONNECTING SAID MOST SOUTHERLY
CORNER WITH A POINT IN THE SOUTHERLY LINE OF SAID SECTION 29, DISTANT THEREON SOUTH 89 DEGREES 49'00" WEST 16.28 FEET FROM THE INTERSECTION OF SAID
SOUTHERLY LINE WITH THE WESTERLY LINE OF THE AFOREMENTIONED ABANDONED RAILROAD RIGHT OF WAY, SOUTH 15 DEGREES 17'00" EAST 209.60 FEET TO THE
NORTHERLY LINE OF THE SOUTHERLY 25.00 FEET OF SAID LOT 4; THENCE ALONG SAID NORTHERLY LINE SOUTH 89 DEGREES 49'00" EAST 21.15 FEET TO THE WESTERLY
LINE OF SAID ABANDONED RAILROAD RIGHT OF WAY; THENCE ALONG SAID WESTERLY LINE, NORTH 4 DEGREES 40'18" WEST 15.05 FEET TO THE NORTHERLY LINE OF THE
SOUTHERLY 40.00 FEET OF SAID LOT 4; THENCE ALONG SAID NORTHERLY LINE, SOUTH 89 DEGREES 49'00" EAST 38.13 FEET; THENCE NORTH 15 DEGREES 17'00" WEST
188.48 FEET TO THE WESTERLY LINE OF SAID ABANDONED RAILROAD RIGHT OF WAY THENCE ALONG SAID WESTERLY LINE, NORTH 4 DEGREES 40'18" WEST 559.19 FEET
TO THE TRUE POINT OF BEGINNING.
PARCEL 3:
AN EASEMENT FOR RAILROAD SPUR RIGHT OF WAY AND UTILITY PURPOSES OVER THAT PORTION OF THE ABANDONED ATCHISON, TOPEKA AND SANTA FE RAILWAY
COMPANY'S RIGHT OF WAY IN LOT 4 OF SECTION 29, TOWNSHIP 12 SOUTH, RANGE 4 WEST, SAN BERNARDINO BASE AND MERIDIAN, IN THE CITY OF CARLSBAD, COUNTY
OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO UNITED STATES GOVERNMENT SURVEY APPROVED OCTOBER 25, 1875, DESCRIBED AS FOLLOWS:
COMMENCING AT THE INTERSECTION OF THE SOUTH LINE OF SAID SECTION 29 WITH THE WESTERLY LINE OF THE ABANDONED PORTION OF THE ATCHISON, TOPEKA AND
SANTA FE RAILWAY COMPANY 1 S (FORMERLY THE CALIFORNIA RAILWAY COMPANY) RIGHT OF WAY ACROSS THE SOUTH TWO-THIRDS OF SAID LOT 4, SAID POINT BEING
DISTANT ALONG SAID SOUTHERLY LINE NORTH 89 DEGREES 49'00" WEST 209.69 FEET FROM THE SOUTHEAST CORNER OF SECTION 29; THENCE ALONG THE WESTERLY
LINE OF SAID ABANDONED RAILROAD RIGHT OF WAY, NORTH 4 DEGREES 40' 18" WEST TO THE NORTHERLY LINE OF SAID SOUTH TWO-THIRDS OF LOT 4, BEING THE SOUTH
LINE OF LAND CONVEYED TO HERBERT J. ESTES BY DEED RECORDED DECEMBER 3, 1936, IN BOOK 600, PAGE 65 OF OFFICIAL RECORDS; THENCE RETRACING SOUTH 4
DEGREES 40'18" EAST 200.00 FEET TO A POINT WHICH BEARS SOUTH 89 DEGREES 40'18" EAST FROM THE NORTHEASTERLY CORNER OF LAND DESCRIBED IN DEED TO
BRUCE B. KESNER, ET UX, RECORDED MARCH 3, 1961 AS FILE NO. 38987; THENCE SOUTH 89 DEGREES 40'18" EAST A DISTANCE OF 180.00 FEET TO THE TRUE POINT OF
BEGINNING; THENCE CONTINUING SOUTH 89 DEGREES 40' 18" EAST 20. 00 FEET TO THE EASTERLY LINE OF THE LAND DESCRIBED UNDER PARCEL 1 TO HOWARD F.
BARTON, ET UX, RECORDED APRIL 25, 1951, IN BOOK 4072, PAGE 451 OF OFFICIAL RECORDS; THENCE NORTH 4 DEGREES 40'18" WEST ALONG SAID EASTERLY LINE OF SAID
BARTON'S LAND, A DISTANCE OF 17.84 FEET TO AN INTERSECTION WITH THE SOUTHWESTERLY LINE OF THE LAND DESCRIBED IN DEED TO THE ATCHISON, TOPEKA AND
SANTA FE RAILWAY COMPANY, RECORDED MARCH 30, 1946 IN BOOK 2059, PAGE 466 OF OFFICIAL RECORDS; THENCE NORTHWESTERLY ALONG SAID SOUTHWESTERLY
LINE TO A POINT OF INTERSECTION WITH A LINE FROM WHICH THE TRUE POINT OF BEGINNING BEARS SOUTH 4 DEGREES 40'18" EAST; THENCE SOUTH 4 DEGREES 40'18"
EAST TO THE TRUE POINT OF BEGINNING.
PARCEL 4:
AN EASEMENT FOR RAILROAD SPUR RIGHT OF WAY AND UTILITY PURPOSES OVER THE EASTERLY 20.00 FEET OF THAT PORTION OF THE SOUTH TWOTHIRDS OF LOT 4 OF
SECTION 29, TOWNSHIP 12 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING
TO THE UNITED STATES GOVERNMENT SURVEY APPROVED OCTOBER 25, 1875, DESCRIBED AS FOLLOWS:
COMMENCING AT THE INTERSECTION OF THE SOUTH LINE OF SAID SECTION 29, WITH THE WESTERLY LINE OF THE ABANDONED PORTION OF THE ATCHISON, TOPEKA AND
SANTA FE RAILWAY COMPANY 1 S (FORMERLY THE CALIFORNIA RAILWAY COMPANY) RIGHT OF WAY ACROSS THE SOUTH TWO-THIRDS OF SAID LOT 4, SAID POINT BEING
DISTANT ALONG SAID SOUTHERLY LINE NORTH 89 DEGREES 49' 00" WEST 209.69 FEET FROM THE SOUTHEAST CORNER OF SAID SECTION 29; THENCE ALONG THE
WESTERLY LINE OF SAID ABANDONED RAILROAD RIGHT OF WAY, NORTH 4 DEGREES 40'18" WEST TO THE NORTHERLY LINE OF SAID SOUTH TWO-THIRDS OF LOT 4, BEING
THE SOUTH LINE OF LAND CONVEYED TO HERBERT J. ESTES BY DEED RECORDED DECEMBER 3, 1936 IN BOOK 600, PAGE 65 OF OFFICIAL RECORDS; THENCE RETRACING
SOUTH 4 DEGREES 40'18" EAST 200.00 FEET TO A POINT WHICH BEARS SOUTH 89 DEGREES 40 '18" EAST FROM THE NORTHEASTERLY CORNER OF LAND DESCRIBED IN
PARCEL NO. 1 IN DEED TO BRUCE B. KESNER, ET UX, RECORDED MARCH 3, 1961 AS FILE NO. 38987; SAID POINT BEING THE TRUE POINT OF BEGINNING; THENCE
CONTINUING ALONG THE WESTERLY LINE OF SAID ABANDONED RIGHT OF WAY SOUTH 4 DEGREES 40' 18" EAST 400.00 FEET; THENCE SOUTH 89 DEGREES 40'18" EAST
200.00 FEET TO THE EASTERLY LINE OF SAID ABANDONED RIGHT OF WAY; THENCE ALONG SAID EASTERLY LINE NORTH 4 DEGREES 40'18" WEST 400.00 FEET TO A POINT
WHICH BEARS SOUTH 89 DEGREES 40'18" EAST FROM THE TRUE POINT OF BEGINNING; THENCE NORTH 89 DEGREES 40'18" WEST 200.00 FEET TO THE TRUE POINT OF
BEGINNING.
EXCEPTING THEREFROM THE SOUTHERLY 200.00 FEET.
APN: 214-160-28, 214-160-25, 214-171-11
PAD=120.0
ALL STANDARD DRAWINGS ARE SAN DIEGO REGIONAL STANDARD DRAWINGS (SDRSD) UNLESS NOTED OTHERWISE:
* CITY OF CARLSBAD STANDARD
** CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWING
*** SDRSD AS MODIFIED BY CITY OF CARLSBAD
2
KEY MAP & NOTES
100
100
SPECIAL MITIGATION NOTES
1. DEVELOPER SHALL AVOID AFFECTING NESTING BIRD SPECIES (RAPTORS, LISTED BIRD SPECIES, AND MIGRATORY
BIRDS) DURING CONSTRUCTION ACTIVITIES, INCLUDING CLEARING AND RUBBING, DURING THE BIRD BREEDING SEASON (FEBRUARY 15 TO AUGUST 31).
IF THE BREEDING SEASON CANNOT BE AVOIDED, THE FOLLOWING ACTIONS SHALL BE TAKEN:
A. NO MORE THAN THREE (3) DAYS PRIOR TO ANY VEGETATION CLEARING OR CONSTRUCTION ACTIVITIES, A QUALIFIED BIOLOGIST SHALL CONDUCT A
PRE-CONSTRUCTION SURVEY THROUGHOUT THE SITE TO IDENTIFY NESTS OR NESTING BEHAVIOR. MONITORING SHALL CONTINUE THROUGHOUT THE
BREEDING SEASON. IF AN ACTIVE NEST IS OBSERVED, A PROTECTIVE BUFFER SHALL BE FENCED OFF, AND NO WORK SHALL BE ALLOWED WITHIN THE BUFFER
UNTIL THE NEST IS NO LONGER ACTIVE (E.B., ALL NESTLINGS HAVE SUCCESSFULLY FLEDGED). A BUFFER WIDTH OF AT LEAST 500 FEET SHALL BE REQUIRED
FOR RAPTORS OR LISTED SPECIES SUCH AS COASTAL CALIFORNIA GNATCATCHER OR LEAST BELL'S VIREO. BUFFER WIDTH FOR OTHER SPECIES SHALL BE
DETERMINED BY A QUALIFIED BIOLOGIST, IN COORDINATION WITH THE CITY AND WILDLIFE AGENCIES BASED ON SPECIES BIOLOGY AND SITE CONDITIONS.
B. THE USFWS SHALL BE NOTIFIED IMMEDIATELY OF ANY FEDERALLY LISTED SPECIES THAT ARE LOCATED DURING PRE-CONSTRUCTION SURVEYS.
C. A QUALIFIED BIOLOGIST SHALL MONITOR CONSTRUCTION ACTIVITIES DURING THE BREEDING SEASON. NO ACTIVITIES THAT WOULD RESULT IN NOISE LEVELS
EXCEEDING 60 DBA HOURLY LEQ WITHIN 500 FEET OF BREEDING HABITAT OCCUPIED BY LISTED SPECIES. AMBIENT NOISE SHALL BE EXCLUDED FROM THE 60 DBA
CALCULATION. IF EXCESS NOISE-PRODUCING CONSTRUCTION ACTIVITIES ARE NOT COMPLETED PRIOR TO THE BREEDING SEASON, AND BIRDS ARE NESTING
DURING THE BREEDING SEASON, NOISE BARRIERS SHALL BE ERECTED TO REDUCE NOISE IMPACTS AT THE DISTANCE OF THE NESTS TO BELOW 60 DBA HOURLY
LEQ OR THE ACTIVITIES SHALL BE SUSPENDED. THE NEST SHALL BE MONITORED BY THE MONITORING BIOLOGIST, AND THE NOISE RESTRICTIONS SHALL
CONTINUE UNTIL THE NOISE PRODUCING MACHINERY WORK IS COMPLETED.
A NOTE TO THIS EFFECT SHALL BE PLACED ON ALL CONSTRUCTION, GRADING, AND IMPROVEMENT PLANS.
2. DEVELOPER SHALL ADHERE TO THE FOLLOWING MEASURES FOR ALL CONSTRUCTION PHASES OF THE PROJECT:
A. THE PROJECT CONTRACTOR SHALL, TO THE EXTENT FEASIBLE, SCHEDULE CONSTRUCTION ACTIVITIES TO AVOID THE SIMULTANEOUS OPERATION OF
CONSTRUCTION EQUIPMENT SO AS TO MINIMIZE NOISE LEVELS RESULTING FROM OPERATING SEVERAL PIECES OF HIGH NOISE LEVEL EMITTING EQUIPMENT.
B. ALL CONSTRUCTION EQUIPMENT, FIXED OR MOBILE, SHALL BE EQUIPPED WITH PROPERLY OPERATING AND MAINTAINED MUFFLERS. ENFORCEMENT SHALL BE
ACCOMPLISHED BY RANDOM FIELD INSPECTIONS BY APPLICANT PERSONNEL DURING CONSTRUCTION ACTIVITIES, TO THE SATISFACTION OF THE CITY OF
CARLSBAD.
C. CONSTRUCTION NOISE REDUCTION METHODS SUCH AS SHUTTING OFF IDLING EQUIPMENT, CONSTRUCTION OF A TEMPORARY NOISE BARRIER, LOCATING
STOCKPILING AND/OR CONSTRUCTION EQUIPMENT STAGING AREAS AS FAR AS PRACTICABLE FROM ADJACENT RESIDENCES OR OTHER NOISE-SENSITIVE
RECEPTORS, AND USE OF ELECTRIC AIR COMPRESSORS AND SIMILAR POWER TOOLS, RATHER THAN DIESEL EQUIPMENT, SHALL BE USED WHERE FEASIBLE.
D. DURING CONSTRUCTION, STATIONARY CONSTRUCTION EQUIPMENT SHALL BE PLACED SUCH THAT EMITTED NOISE IS DIRECTED AWAY FROM OR SHIELDED FROM
SENSITIVE RECEPTORS.
E. CONSTRUCTION HOURS, ALLOWABLE WORKDAYS, AND THE PHONE NUMBER OF THE JOB SUPERINTENDENT SHALL BE CLEARLY POSTED AT ALL CONSTRUCTION
ENTRANCES TO ALLOW SURROUNDING PROPERTY OWNERS TO CONTACT THE JOB SUPERINTENDENT IF NECESSARY. IN THE EVENT THE CITY OF CARLSBAD
RECEIVES A COMPLAINT, APPROPRIATE CORRECTIVE ACTIONS SHALL BE IMPLEMENTED, AND A REPORT OF THE ACTION PROVIDED TO THE REPORTING PARTY.
F. TO COMPLY WITH SDAPCD RULE 55, FUGITIVE DUST CONTROL, THE ACTIVE GRADING SITES SHALL BE WATERED AT LEAST TWO TIMES DAILY.
G. PRIOR TO THE START OF CONSTRUCTION ACTIVITIES AND ISSUANCE OF GRADING PERMITS, THE PROJECT APPLICANT, OR ITS DESIGNEE, SHALL ENSURE THAT
ALL 84 HORSEPOWER OR GREATER DIESEL-POWERED EQUIPMENT ARE POWERED WITH CALIFORNIA AIR RESOURCES BOARD (CARB)-CERTIFIED TIER 4 INTERIM
ENGINES OR BETTER, EXCEPT WHERE THE PROJECT APPLICANT ESTABLISHES TO THE SATISFACTION OF THE CITY OF CARLSBAD (CITY) THAT TIER 4 INTERIM
EQUIPMENT IS NOT AVAILABLE. AN EXEMPTION FROM THIS REQUIREMENT MAY BE GRANTED BY THE CITY IF (1) THE CITY DOCUMENTS EQUIPMENT WITH TIER 4
INTERIM ENGINES ARE NOT REASONABLY AVAILABLE, AND (2) THE REQUIRED CORRESPONDING REDUCTIONS IN CRITERIA AIR POLLUTANT EMISSIONS CAN BE
ACHIEVED FOR THE PROJECT FROM OTHER COMBINATIONS OF CONSTRUCTION EQUIPMENT. BEFORE AN EXEMPTION MAY BE GRANTED, THE CONSTRUCTION
CONTRACTOR SHALL: CONFIRM THAT THE PROPOSED REPLACEMENT EQUIPMENT HAS BEEN EVALUATED USING CALIFORNIA EMISSIONS ESTIMATOR MODEL
(CALEEMOD) OR OTHER INDUSTRY STANDARD EMISSION ESTIMATION METHOD AND DOCUMENTATION PROVIDED TO THE CITY TO CONFIRM THAT NECESSARY
PROJECT-GENERATED EMISSIONS REDUCTIONS ARE ACHIEVED.
ABBREVIATIONS
AR/AV AIR-RELEASE & AIR/VACUUM VALVE
BO BLOW-OFF
BS BOTTOM OF STAIR
BW BOTTOM OF WALL AT FG
FF FINISHED FLOOR ELEVATION PER ARCHITECT
FG FINISHED GRADE
FS FINISHED SURFACE
GB GRADE BREAK
GFF FACE OF GARAGE ELEVATION
GV GATE VALVE
HP HIGH POINT
IE INVERT ELEVATION
LP LOW POINT
TB THRUST BLOCK
TC TOP OF CURB
TG TOP OF GRATE
TGF TOP OF GLASS FENCE
TS TOP OF STAIR
TW TOP OF WALL
WAS WATER AGENCIES' STANDARDS
TRW TOP OF RETAINING WALL AT FG
SPECIAL SOCAL GAS NOTES
1. UNDERGROUND SERVICE ALERT IS REQUIRED TO BE NOTIFIED PRIOR TO ANY WORK BEING PERFORMED.
2. A GAS COMPANY EMPLOYEE MUST BE PRESENT WHEN ANY DIGGING WITHIN 10' (TEN FEET) OF OUR HIGH-PRESSURE LINE. ALL DIGGING WITHIN 5'
(FIVE FEET) OF OUR GAS LINE MUST BE DONE BY HAND.
3. WHEN GAS LINES ARE EXPOSED, A GAS COMPANY REPRESENTATIVE IS REQUIRED TO INSPECT PIPE/WRAP PRIOR TO ANY BACKFILL.
4. DURING CONSTRUCTION, THE MINIMUM COMPACTED SOIL DEPTH OF COVER OF 52 INCHES (4.25') IS MAINTAINED OVER THE PIPELINE AT BOTH
CROSSING LOCATIONS PRIOR TO ANY HEAVY CONSTRUCTION VEHICLE CROSSING.
5. NO EQUIPMENT WITH THE VIBRATORY FEATURES TURNED ON SHALL CROSS OVER THE PIPELINE NOR SHALL THE EQUIPMENT REMAIN STATIONARY
OVER THE PIPELINE AT ANY TIME.
6. A MINIMUM OF 18" OF VERTICAL CLEARANCE IS MAINTAINED FROM THE PIPELINE FOR ANY UNDERGROUND FACILITIES.
7. SOCAL GAS MUST HAVE CONTINUOUS AND UNINTERRUPTED ACCESS TO THE PIPELINE(S) AND EASEMENT(S).
8. NO PERMANENT STRUCTURES, SUCH AS BLOCK WALLS, GATES, ETC. SHALL BE CONSTRUCTED WITHIN THE EASEMENT OR OVER THE PIPELINE(S).
9. THE GAS COMPANY MUST BE NOTIFIED IMMEDIATELY IF ANY DAMAGE OCCURS TO ITS PIPELINE OR PIPE WRAP.
10. IF ANY INFORMATION CHANGES FROM YOUR REQUEST, PLEASE LET SOCAL GAS KNOW SO THAT WE CAN RE-EVALUATE.
----
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CII CITY OF CARLSBAD ID
FPC RESIDENTIAL
11 II
DocuSign Envelope ID: 94AFDCDD-E319-4BA9-825D-110AFC4D7C5D
4/2/2024
44
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27
41.29 FL
41.23 FL
41.83 TC
41.83 FS
41.83 TC
41.50 FS
41.87 TC
41.54 FS
41.42 FS 41.94 TC
41.61 FS
41.87 FS
41.94 TC
41.77 FS
42.03 TC
41.92 FS41.73 FS
41.59 FS
41.59 FS
41.73 FS
41.88 TC
41.88 FS
41.81 TC
41.81 FS
27
42.03 TC
41.70 FS
42.55 TC
42.05 FS
42.61 TC
42.61 FS
42.44 TC
41.94 FS
42.37 TC
41.87 FS
42.09 TC
42.09 FS
42.58 TC
42.08 FS41.90 FS41.90 FS
5
5
7
7
6
TRANSITION
0" CURB TO 4" CURB
0" CURB TO 4" CURB
TRANSITION
0" CURB TO 6" CURB
TRANSITION
11
TRANSITION
0" CURB TO 4" CURB
41.86 FS
41.86 FS41.94 FS
41.68 FS 41.63 FS
41.63 FS41.68 FS
11
11
11
PR
I
V
A
T
E
D
R
I
V
E
D
1.0%
1.0%
PRIVATE DR
I
V
E
B
40.88 TC
40.38 FS
40.32 TC
40.32 FS
40.39 TC
40.39 FS
40.93 TC
40.43 FS
40.96 FS
40.39 FS
27
39.91 TC
39.91 FL
40.52 TC
40.02 FL
40.48 TC
39.98 FS
40.35 TC
39.85 FL
40.42 TC
40.42 FS
40.31 TC
39.81 FL
40.38 FS
40.61 TC
40.11 FL
27
40.48 FS
40.11 FL
40.20 FL
40.02 FL
40.16 FS
40.16 FS
40.24 FS
40.06 FS
40.08 FS
40.25 FS
42.20 FF
41.49 PAD
40.80 GFF
7
5
7
5
1
1
3
3
1
0" CURB TO 6" CURB
TRANSITION
0" CURB TO 6" CURB
TRANSITION 1
1
1
5
5
22
40.50 FG
4
0
PR
I
V
A
T
E
D
R
I
V
E
E
1.0%
1.0%
PRIVATE DRIVE B
42.72 TC
42.22 FS
27
42.09 FS 42.67 TC
42.67 FS
42.02 TC
42.02 FL
42.60 TC
42.10 FL
42.64 TC
42.14 FL
42.15 TC
42.15 FS
72.71 FS
42.28 TC
41.78 FL
41.62 TC
41.62 FL42.06 TC
41.56 FL42.02 TC
41.52 FL
42.19 TC
41.69 FS42.13 TC
42.13 FS42.09 FS
27
41.92 FL
41.82 FL41.74 FL
41.96 FS
41.86 FS
41.78 FS
41.79 FS
41.87 FS
41.97 FS
42.21 TC
41.71 FL
44.05 FF
43.34 PAD
42.60 GFF
44.08 FF
43.37 PAD
7
5
5
7
4
0" CURB TO 6" CURB
TRANSITION
11
0" CURB TO 6" CURB
TRANSITION
1 1
22
2
5
5
3 3
4
1
PR
I
V
A
T
E
D
R
I
V
E
C
PRIVATE DRIVE B
1.0%
1.0%
43.33 TC
43.33 FL
27
43.96 TC
43.46 FS
43.91 TC
43.41 FL
43.95 TC
43.45 FL
43.90 TC
43.40 FS
43.98 TC
43.98 FS
44.02 FS
44.04 TC
43.54 FS
43.44 TC
42.94 FL
42.87 TC
42.87 FL
43.48 TC
42.98 FL
43.31 TC
42.81 FL43.27 TC
42.77 FL
42.94 FS43.38 FS43.34 FS
27 43.11 FL
43.16 FS
43.15 FS
43.23 FL
43.28 FS
43.27 FS
43.00 FL
43.05 FS
43.04 FS
45.16 FF
44.45 PAD
43.83 GFF
44.99 FF
44.28 PAD
43.67 GFF
5
5
3
7
1 1
22
1
0" CURB TO 6" CURB
TRANSITION
0" CURB TO 6" CURB
TRANSITION
1
5
2
3
CONSTRUCTION NOTES:
CONSTRUCT 6" CONCRETE CURB & GUTTER PER SDRSD G-02
CONSTRUCT ROLLED CURB & GUTTER 'TYPE-A' PER DETAIL SHEET 2
CONSTRUCT 6" PCC CURB PER SDRSD G-01
CONSTRUCT CURB & GUTTER TO ROLLED CURB TRANSITION PER SDRSD G-04B
CONSTRUCT 0" CURB PER DETAIL SHEET 2
INSTALL 4" AC OVER 9" CLASS II BASE PER STREET SECTION SHEET 4
INSTALL 4" PCC SIDEWALK PER SDRSD G-07. FINISH PER LANDSCAPE PLAN DWG NO. 573-6L
INSTALL MWS, SEE SHEETS 18 & 19 FOR ADDITIONAL DETAILS
INSTALL CURB INLET 'TYPE-B' PER SDRSD D-02, SEE STORM DRAIN PROFILE SHEETS 14-16
INSTALL SITE LIGHT PER BUILDING PLANS
CONSTRUCT 3' PCC RIBBON GUTTER PER DETAIL SHEET 2
INSTALL 1.1' THICK NO. 2 BACKING RIP-RAP ENERGY DISSIPATOR PER SDRSD D-40
CONSTRUCT STORM DRAIN CLEAN OUT 'A4' PER SDRSD D-09, SEE STORM DRAIN PROFILE SHEETS 14-16
CONSTRUCT SOUND WALL PER STRUCTURAL DETAILS SHEETS 20-22
INSTALL 12"X12" AREA DRAIN (NDS OR EQUIVALENT)
INSTALL 6" PVC STORM DRAIN, SDR-35
AMENITY AREA PER LANDSCAPE PLANS DWG NO. 573-6L
INSTALL PICKLEBALL COURT PER LANDSCAPE PLAN DWG NO. 573-6L
NOT USED
GRASSPAVE WITH ARTIFICIAL TURF, SEE SHEET 4 FOR SECTION
16.0' WIDE DOUBLE VEHICULAR ACCESS GATE, SEE LANDSCAPE PLANS DWG NO, 543-6L FOR DETAIL
CONSTRUCT CROSS GUTTER PER SDRSD G-12
INSTALL DRIVEWAY APRONS PER DETAIL SHEET 2
CONSTRUCT MASONRY RETAINING WALL W/ VINYL FENCE PER STRUCTURAL DETAIL 10 SHEET 22
CONSTRUCT MASONRY RETAINING WALL TYPE-4 PER SDRSD C-04 W/ CHAIN LINK FENCE. SEE SHEET 3
FOR POST CONNECTION DETAIL
CONSTRUCT BROW DITCH TYPE-B PER SDRSD D-75
INSTALL TRUNCATED DOMES PER SDRSD G-30
RETAINING WALL WITH VINYL FENCE PER STRUCTURAL DETAIL 11 SHEET 22
CONSTRUCT MODIFIED CATCH BASIN TYPE-'F' PER SDRSD D-07 & STRUCTURAL DETAILS SHEET 22
CONSTRUCT MASONRY RETAINING WALL TYPE-6 PER SDRSD C-06
PAVER SECTION PER DETAIL SHEET 4
CONSTRUCT MASONRY RETAINING WALL TYPE-5 PER SDRSD C-05 W/ CABLE RAILING PER CALTRANS
STANDARD DETAIL B11-47. SEE SHEET 3 FOR POST CONNECTION DETAIL
INSTALL MOW CURB DETAIL PER LANDSCAPE PLAN DWG NO. 543-6L
INSTALL 6" PVC CLEANOUT W/ TRAFFIC RATED LID (NDS OR EQUIVALENT)
CONSTRUCT 1' WIDE VEHICULAR CONCRETE BAND PER DETAIL SHEET 4. FINISH PER LANDSCAPE PLAN 573-6L
INSTALL CONCRETE PAVING PER DETAIL SHEET 4. FINISH PER LANDSCAPE PLAN 573-6L
NOT USED
COVERED SEATING AREA PER LANDSCAPE PLAN 573-6L, SHEET 6 ENLARGEMENT 'C'
CONSTRUCT TREE WELL PER DETAIL SHEET 4, 10' MATURE CANOPY DIAMETER & 48" SOIL DEPTH
CONSTRUCT TREE WELL PER DETAIL SHEET 4, 15' MATURE CANOPY DIAMETER & 48" SOIL DEPTH
CONSTRUCT MODIFIED D-25 CURB OUTLET PER DETAIL SHEET 4
CONSTRUCT MASONRY RETAINING WALL TYPE-3 PER SDRSD C-03
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
POST CONNECTION DETAIL
NOT TO SCALE
2.
0
'
M
I
N
PROPOSED MASONRY
(CMU) RETAINING WALL
PER SDRSD C-04 / C-05
PROPOSED CABLE WIRE /
CHAIN LINK FENCE PER
CALTRANS STANDARD
DETAIL B11-47
(1) #4 BAR EACH SIDE
PER SDRSD C-04 / C-05
CMU MASONRY WALLS
PER SDRSD C-04 / C-05
REVISION DESCRIPTION CITY APPROVAL
INITIALDATE
ENGINEER OF WORK
INITIALDATE
ENGINEERING DEPARTMENT
DRAWING NO.PROJECT NO.
CHKD BY:
DWN BY:
APPROVED:
DATE INITIAL
RVWD BY:
"AS BUILT"
DATE
INSPECTOR DATE
REVIEWED BY:
P.E.EXP.
1
ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24
JASON S. GELDERT
DATE
OTHER APPROVAL
SHEETSSHEET
GRADING PLANS FOR:
J:\ACTIVE JOBS\3754 FENTON-PONTO RD\CIVIL\DRAWING\GRADING PLANS
22
SDP 2022-0003
GR 2023-0029
543-6ADATE
03/20/2024
TYLER G. LAWSON R.C.E. NO. 80356 EXP. 12/31/2024
DETAIL A - NORTHERNLY CURB RAMPS
SCALE: 1" = 5'
(SEE SHEET 6)
DETAIL B - DRIVEWAY B & D CURB RETURN
SCALE: 1" = 5'
(SEE SHEET 9)
DETAIL C - DRIVEWAY B & E CURB RETURN
SCALE: 1" = 5'
(SEE SHEET 9)
DETAIL D - DRIVEWAY B & C CURB RETURN
SCALE: 1" = 5'
(SEE SHEET 11)
3
SECTIONS & DETAILS
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Exp. 12/31 /24
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FPC RESIDENTIAL
11 II
DocuSign Envelope ID: 94AFDCDD-E319-4BA9-825D-110AFC4D7C5D
4/2/2024
PRIVATE DRIVEWAY A
NOT TO SCALE
CL
13.0'
TRAVEL LANE
13.0'
TRAVEL LANE
5.0'
SWLK
5.0'
SLWK
2.0%1.5%1.5%
26.0'
41.0'
2.0%
7.0'
9.0'
5.0'
LS
6" PCC CURB
AND GUTTER
PER SDRSD G-02 6" PCC CURB
PER SDRSD G-01
4" AC PAVEMENT OVER 9"
AGGREGATE PER GEOTECHNICAL
RECOMMENDATIONS & PAVEMENT
NOTE BELOW
4" PVT WATER MAIN PER
SEPARATE PERMIT
PROP 12" HDPE
STORM DRAIN
8" PVT FIRE MAIN PER
SEPARATE BLDG
PERMIT
4" PCC SWLK
PER SDRSD G-7
4" PCC SWLK
PER SDRSD G-7
13.0'
TRAVEL LANE
20.0'
PARKING
4.0'
SWLK
5.0'- 5.5'
DWY'
26.0'
57.5'-58.0'
2.0%2.0%2.0%VARIES 1.5%
7.0'
7.0'
9.0'
PRIVATE DRIVEWAY B (WITH PARKING)
NOT TO SCALE
CL
6" MIN
(TYP.)
6" MIN
(TYP.)
13.0'
TRAVEL LANE
46.0'
PCC RIBBON GUTTER
PER DETAIL SHEET 2
0" PCC CURB PER
DETAIL SHEET 2
6" PCC CURB
PER SDRSD G-01
4" AC PAVEMENT OVER 9"
AGGREGATE PER GEOTECHNICAL
RECOMMENDATIONS & PAVEMENT
NOTE BELOW
4" PCC SWLK
PER SDRSD G-7
4" PVT WATER MAIN PER
SEPARATE PERMIT8" PVT FIRE MAIN PER
SEPARATE BLDG
PERMIT
8" PVT SEWER MAIN
PER SEPARATE BLDG
PERMIT
PROP 5.5" PCC DWY
2.0%2.0%
13.0'
TRAVEL LANE
13.0'
TRAVEL LANE
VARIESVARIES
1.5'
DWY
5.0'
DWY
26.0'
PRIVATE DRIVEWAY B - TRANSITION
NOT TO SCALE
7.0'
7.0'
9.0'
CL
6" MIN
(TYP.)
1.5'
0" PCC CURB PER
DETAIL SHEET 2
PROP 5.5 PCC DWY
4" PVT WATER MAIN PER
SEPARATE PERMIT
8" PVT FIRE MAIN PER
SEPARATE BLDG PERMIT
PROP 5.5" PCC DWY
8" PVT SEWER MAIN
PER SEPARATE PERMIT
24" PVT HDPE
STORM DRAIN
6" MOD. ROLLED CURB
PER DETAIL SHEET 2
4" AC PAVEMENT OVER 9"
AGGREGATE PER GEOTECHNICAL
RECOMMENDATIONS & PAVEMENT
NOTE BELOW
2.0%VARIES
13.0'
TRAVEL LANE
13.0'
TRAVEL LANE
26.0'20.0'
PARKING PROP. 26' SDGE UTILITY EASEMENT
5.0'
DWY
46.0'
2.0%
7.0'
7.0'
9.0'
PRIVATE DRIVEWAY C (W/ PARKING)
NOT TO SCALE
CL
2.0%
6" PCC CURB
PER SDRSD G-01
0" PCC CURB PER
DETAIL SHEET 2
PROP 5.5" PCC DWY
4" AC PAVEMENT OVER 9"
AGGREGATE PER GEOTECHNICAL
RECOMMENDATIONS & PAVEMENT
NOTE BELOW
4" PVT WATER MAIN PER
SEPARATE PERMIT
8" PVT FIRE MAIN PER
SEPARATE BLDG PERMIT
8" PVT SEWER MAIN
PER SEPARATE BLDG
PERMIT
10.0'
TRAVEL LANE
10.0'
TRAVEL LANE
2.0%2.0%
2.5'
DWY
4.0'
DWY
28.0'
20.0'
VARIES VARIES
PRIVATE DRIVEWAY D
NOT TO SCALE
CL
5.0'
5.0'
6" MIN
(TYP.)
1.5'
6"
MIN
8" PVT SEWER MAIN
PER SEPARATE PERMIT
4" PVT WATER MAIN PER
SEPARATE PERMIT
0" PCC CURB PER
DETAIL SHEET 2
PROP 5.5" PCC DWY
4" AC PAVEMENT OVER 9"
AGGREGATE PER GEOTECHNICAL
RECOMMENDATIONS &
PAVEMENT NOTE BELOW
6" MOD. ROLLED CURB
PER DETAIL SHEET 2
PROP 5.5" PCC DWY
PRIVATE DRIVEWAY E
NOT TO SCALE
10.0'
TRAVEL LANE
10.0'
TRAVEL LANE
2.0%2.0%
2.5'
DWY
4.0'
DWY
28.0'
18.7'
VARIES VARIES
CL
5.0'
5.0'
1.5'
6" MIN
(TYP.)
8" PVT SEWER MAIN
PER SEPARATE PERMIT
4" PVT WATER MAIN PER
SEPARATE PERMIT
0" PCC CURB PER
DETAIL SHEET 2
PROP 5.5" PCC DWY
6" MOD. ROLLED CURB
PER DETAIL SHEET 2
PROP 5.5" PCC DWY
4" AC PAVEMENT OVER 9"
AGGREGATE PER GEOTECHNICAL
RECOMMENDATIONS & PAVEMENT
NOTE BELOW
12.0'
TRAVEL LANE
12.0'
TRAVEL LANE
VARIES
PKWY
10.0'
SWLK
24.0'
41.0'
2.0%2.0%2.0%
6" CURB & GUTTER
PER SDRSD G-02
PROP. 10" PVC
WATER MAIN
4" PCC SWLK
PER SDRSD G-07
7.0'
2:
1
M
A
X
.
2:1 MAX.
4" AC OVER 8" CLASS II
BASE (MIN) SEE STREET
NOTE #1, SHT 1
EX
P
L
20.0'
CMWD PUBLIC WATER ESMT
EX 78" RCP SD
PER DWG 337-9
7.0'
PROPOSED PRIVATE BEACH WAY
NOT TO SCALE
24.0'
FULL ST. SECTION
6" MIN
6" AC BERM
(STA 10+00 - 12+18)
(STA 12+18 - 13+78)
CUT OFF WALL & TREE
WELL PER PUBLIC
IMPROVEMENT PLANS
DWG. NO. 543-6
2.0%2.0%
13.0'
TRAVEL LANE
13.0'
TRAVEL LANE
1.5%VARIES
5.0'
DWY
26.0'
PRIVATE DRIVEWAY B (TYPICAL)
NOT TO SCALE
7.0'
7.0'
9.0'
CL
6" MIN
(TYP.)
4.0'
0" PCC CURB PER
DETAIL SHEET 2
4" PVT WATER MAIN PER
SEPARATE PERMIT
8" PVT FIRE MAIN PER
SEPARATE BLDG PERMIT
PROP 5.5" PCC DWY
8" PVT SEWER MAIN
PER SEPARATE PERMIT
24" PVT HDPE
STORM DRAIN
4" PCC SWLK
PER SDRSD G-7
6" PCC CURB
AND GUTTER
PER SDRSD G-02
4" AC PAVEMENT OVER 9"
AGGREGATE PER GEOTECHNICAL
RECOMMENDATIONS & PAVEMENT
NOTE BELOW
13.0'
TRAVEL LANE
13.0'
TRAVEL LANE
26.0'
PROP. 26' SDGE UTILITY EASEMENT
7.0'
7.0'
9.0'
PRIVATE DRIVEWAY C (TYPICAL)
NOT TO SCALE
CL
2.0%2.0%VARIES VARIES
5.0'
DWY
5.0'
DWY
6" MIN
(TYP.)
1.5'
4" PVT WATER MAIN PER
SEPARATE PERMIT
8" PVT FIRE MAIN PER
SEPARATE BLDG PERMIT8" PVT SEWER MAIN
PER SEPARATE PERMIT
0" PCC CURB PER
DETAIL SHEET 2
PROP 5.5" PCC DWY PROP 5.5" PCC DWY
6" MOD. ROLLED CURB
PER DETAIL SHEET 2
4" AC PAVEMENT OVER 9"
AGGREGATE PER GEOTECHNICAL
RECOMMENDATIONS & PAVEMENT
NOTE BELOW
PER SOILS ENGINEER RECOMMENDATION
TYPICAL AC PAVEMENT SECTION
4.0" ASPHALT CONCRETE
COMPACTED TO AT LEAST 95%
HVEEM DENSITY
9.0" CLASS II AGGREGATE BASE
COMPACTED TO AT LEAST 95%
OF THE MAXIMUM DRY DENSITY
12" MINIMUM SUBGRADE TO BE
SCARIFIED, MOISTURE
CONDITIONED AND RECOMPACTED
TO A MINIMUM OF 95% OF THE
MAXIMUM DRY DENSITY
NOT TO SCALE
FOR TRAFFIC INDEX = 6.0
6" - 12" CLASS II AGGREGATE BASE
COMPACTED TO AT LEAST 95% OF THE
MAXIMUM DRY DENSITY
12" MINIMUM SUBGRADE TO BE
SCARIFIED, MOISTURE
CONDITIONED AND RECOMPACTED
TO A MINIMUM OF 95% OF THE
MAXIMUM DRY DENSITY
GRAVELPAVE SYSTEM
SUPPLIED BY MANUFACTURER
RINGS FILLED WITH SOD OR
SYNTHETIC TURF
TYPICAL GRASSPAVE SECTION
NOT TO SCALE
5.5" PORTLAND CEMENT
CONCRETE (TYPE 520-C-2500
CONCRETE)
FOR TRAFFIC INDEX = 6.0
TYPICAL CONCRETE PAVEMENT SECTION
PER SOILS ENGINEER RECOMMENDATION
NOT TO SCALE
12" MINIMUM SUBGRADE TO BE
SCARIFIED, MOISTURE
CONDITIONED AND RECOMPACTED
TO A MINIMUM OF 95% OF THE
MAXIMUM DRY DENSITY
6" CLASS II AGGREGATE BASE
COMPACTED TO AT LEAST 95% OF THE
MAXIMUM DRY DENSITY
SUBGRADE TO BE SCARIFIED,
MOISTURE CONDITIONED AND
RECOMPACTED TO A MINIMUM OF
95% OF THE MAXIMUM DRY
DENSITY
1" BEDDING SAND
101.5 MM VEHICULAR PAVERS
COLOR, SIZE, PATTERN AND
TEXTURE PER LANDSCAPE PLANS
TYPICAL PAVER SECTION
NOT TO SCALE
6" PCC C&G
PER SDRSD G-2
STREET FLOW
COMPACTED
SUBGRADE
6" SAND
FILTER LAYER
LIMITS OF STRUCTURAL SOIL
PER PLAN
ROOT BARRIER
PER SDRSD L-6
30 MIL PLASTIC
IMPERMEABLE LINER
COMPACTED NATIVE PER
GEOTECHNICAL STUDY
DEEP ROOT TREE
BUBBLER PER
SDRSD DWG I-4
UNCOMPACTED SUBGRADE
3" MIN MULCH
LAYER
4" OPENING FOR DRAINAGE
SEE MODIFIED D-25 THIS SHEET
30 MIL PLASTIC
IMPERMEABLE LINER
SPLASH PAD PER
SDC GS DS GS-5.06
4"12"
PCC SIDEWALK PER
SDRSD G-7
4" X 8" SMOOTH DOWELS
@ 18" OC, GREASED ON
ONE END, TYP. ALL SIDES
PER SDC GS DS GS-1.00
CURB OPENING
PER DETAIL
THIS SHEET
ENGINEERED BIO SOIL
1:1
1
:
1
1'
ROOT
BALL
TREE WELL DETAIL
2.0%
PCC CURB &
GUTTER (SIZE
PER PLAN)
3' WIDE CURB OPENING
CENTERED ON TREE WELL
PER DETAIL THIS SHEET
SPLASH PAD
PER GS-5.06 TREE DIAMETER AND SOIL
VOLUME PER PLAN
LIMITS OF 30 MIL PLASTIC
IMPERMEABLE LINER AND
ROOT BARRIER ALONG SIDES
OF STRUCTURAL SOIL
6" THICK, 18" DEEPENED
EDGE SIDEWALK TREATMENT,
SEE SECTION THIS SHEET
CONSTRUCT CONTIGUOUS
PCC SIDEWALK
LIMITS OF
MODIFIED D-25
PLAN VIEW TREE WELL DETAIL
3' MIN.MODIFIED D-25 OUTLET DETAIL
NOT TO SCALE
CURB OUTLET
D-25 TYPE A
(MOD)
6" CURB & GUTTER
TYPE G PER G-02
2%
(
T
Y
P
)
3" OPENING MIN.
W/ 1" GUTTER DEPRESSION PER GS-5.04a
5
1
DETAIL LEGEND
CONCRETE PAVERS OR GRASSPAVE
4" AC PAVEMENT
CLASS II AGGREGATE BASE
COMPACTED SUBGRADE
1' WIDE VEHICULAR CONCRETE BAND
#4 REBAR CONTINUOUS, 18" LAP MIN.
(2) IN 2' WIDE CONC. BANDS
(1) IN 18" TO 6" WIDE CONC. BANDS
2
3
4
5
6
1
33
2
4
6
3"
VEHICULAR CONCRETE BAND DETAIL
NOT TO SCALE
16"
5"
REVISION DESCRIPTION CITY APPROVAL
INITIALDATE
ENGINEER OF WORK
INITIALDATE
ENGINEERING DEPARTMENT
DRAWING NO.PROJECT NO.
CHKD BY:
DWN BY:
APPROVED:
DATE INITIAL
RVWD BY:
"AS BUILT"
DATE
INSPECTOR DATE
REVIEWED BY:
P.E.EXP.
1
ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24
JASON S. GELDERT
DATE
OTHER APPROVAL
SHEETSSHEET
GRADING PLANS FOR:
J:\ACTIVE JOBS\3754 FENTON-PONTO RD\CIVIL\DRAWING\GRADING PLANS
22
SDP 2022-0003
GR 2023-0029
543-6ADATE
03/20/2024
TYLER G. LAWSON R.C.E. NO. 80356 EXP. 12/31/2024
4
SECTIONS & DETAILS
PAVEMENT NOTE:
ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE TEST HAVE BEEN
CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING
BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE
"R" VALUE TESTS AND THE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO THE
ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TO (2) CITY WORKING DAYS
BEFORE THE WORK BEGINS.
-
-
PLSA I ~
PLSAENGINEERING.co:
-
-
-
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71 -
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0
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-I
11 II
DocuSign Envelope ID: 94AFDCDD-E319-4BA9-825D-110AFC4D7C5D
4/2/2024
CONSTRUCTION NOTES:
CONSTRUCT 6" CONCRETE CURB & GUTTER PER SDRSD G-02
CONSTRUCT ROLLED CURB & GUTTER 'TYPE-A' PER DETAIL SHEET 2
CONSTRUCT 6" PCC CURB PER SDRSD G-01
CONSTRUCT CURB & GUTTER TO ROLLED CURB TRANSITION PER SDRSD G-04B
CONSTRUCT 0" CURB PER DETAIL SHEET 2
INSTALL 4" AC OVER 9" CLASS II BASE PER STREET SECTION SHEET 4
INSTALL 4" PCC SIDEWALK PER SDRSD G-07. FINISH PER LANDSCAPE PLAN DWG NO. 573-6L
INSTALL MWS, SEE SHEETS 18 & 19 FOR ADDITIONAL DETAILS
INSTALL CURB INLET 'TYPE-B' PER SDRSD D-02, SEE STORM DRAIN PROFILE SHEETS 14-16
INSTALL SITE LIGHT PER BUILDING PLANS
CONSTRUCT 3' PCC RIBBON GUTTER PER DETAIL SHEET 2
INSTALL 1.1' THICK NO. 2 BACKING RIP-RAP ENERGY DISSIPATOR PER SDRSD D-40
CONSTRUCT STORM DRAIN CLEAN OUT 'A4' PER SDRSD D-09, SEE STORM DRAIN PROFILE SHEETS 14-16
CONSTRUCT SOUND WALL PER STRUCTURAL DETAILS SHEETS 20-22
INSTALL 12"X12" AREA DRAIN (NDS OR EQUIVALENT)
INSTALL 6" PVC STORM DRAIN, SDR-35
AMENITY AREA PER LANDSCAPE PLANS DWG NO. 573-6L
INSTALL PICKLEBALL COURT PER LANDSCAPE PLAN DWG NO. 573-6L
NOT USED
GRASSPAVE WITH ARTIFICIAL TURF, SEE SHEET 4 FOR SECTION
16.0' WIDE DOUBLE VEHICULAR ACCESS GATE, SEE LANDSCAPE PLANS DWG NO, 543-6L FOR DETAIL
CONSTRUCT CROSS GUTTER PER SDRSD G-12
INSTALL DRIVEWAY APRONS PER DETAIL SHEET 2
CONSTRUCT MASONRY RETAINING WALL W/ VINYL FENCE PER STRUCTURAL DETAIL 10 SHEET 22
CONSTRUCT MASONRY RETAINING WALL TYPE-4 PER SDRSD C-04 W/ CHAIN LINK FENCE. SEE SHEET 3
FOR POST CONNECTION DETAIL
CONSTRUCT BROW DITCH TYPE-B PER SDRSD D-75
INSTALL TRUNCATED DOMES PER SDRSD G-30
RETAINING WALL WITH VINYL FENCE PER STRUCTURAL DETAIL 11 SHEET 22
CONSTRUCT MODIFIED CATCH BASIN TYPE-'F' PER SDRSD D-07 & STRUCTURAL DETAILS SHEET 22
CONSTRUCT MASONRY RETAINING WALL TYPE-6 PER SDRSD C-06
PAVER SECTION PER DETAIL SHEET 4
CONSTRUCT MASONRY RETAINING WALL TYPE-5 PER SDRSD C-05 W/ CABLE RAILING PER CALTRANS
STANDARD DETAIL B11-47. SEE SHEET 3 FOR POST CONNECTION DETAIL
INSTALL MOW CURB DETAIL PER LANDSCAPE PLAN DWG NO. 543-6L
INSTALL 6" PVC CLEANOUT W/ TRAFFIC RATED LID (NDS OR EQUIVALENT)
CONSTRUCT 1' WIDE VEHICULAR CONCRETE BAND PER DETAIL SHEET 4. FINISH PER LANDSCAPE PLAN 573-6L
INSTALL CONCRETE PAVING PER DETAIL SHEET 4. FINISH PER LANDSCAPE PLAN 573-6L
NOT USED
COVERED SEATING AREA PER LANDSCAPE PLAN 573-6L, SHEET 6 ENLARGEMENT 'C'
CONSTRUCT TREE WELL PER DETAIL SHEET 4, 10' MATURE CANOPY DIAMETER & 48" SOIL DEPTH
CONSTRUCT TREE WELL PER DETAIL SHEET 4, 15' MATURE CANOPY DIAMETER & 48" SOIL DEPTH
CONSTRUCT MODIFIED D-25 CURB OUTLET PER DETAIL SHEET 4
CONSTRUCT MASONRY RETAINING WALL TYPE-3 PER SDRSD C-03
1
2
3
4
5
6
7
8
9
10
11
12
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14
15
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23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
MONUMENT NOTES:
FD 1/2" REBAR & BROKEN, ILLEGIBLE CAP, PER PM 20899, ROS 20825.
FD M10, LS 6336, PER ROS 23910, PM 20899.
FD 1" IRON PIPE & DISK, LS 6336 PER ROS 23910, PM 20899.
FD PK NAIL PER ROS 23910, PM 415.
7
8
9
10
GENERAL NOTES:
1. PUBLIC UTILITIES SHOWN FOR REFERENCE ONLY.
FOR MORE INFORMATION ON PUBLIC UTILITIES SEE DWG 543-6.
2. FOR STORM DRAIN PROFILES SEE SHEETS 14-16, THIS SET
EASEMENT NOTES:
INDICATES AN EASEMENT FOR PUBLIC STREET AND UTILITY
PURPOSES FOR PORTIONS OF PONTO ROAD TO THE PUBLIC,
DEDICATED PER PM_____
1
INDICATES AN EASEMENT FOR CLEAR SPACE PURPOSES TO THE CITY
OF CARLSBAD DEDICATED PER PM____
3
16
"
T
P
X
X
X
X
X
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X
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X
X
X
X
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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
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
WW
C
W
W
X
X
X
X
X
X
X
X
41
4
0
39
39
39
39
39
39
39
40
40
XX
X
X
X
X
//
/
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/
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/
//
/
//
/
//
/
//
/
//
/
//
/
RW
RW
RW
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RW
RWRWRW
RW
RW
RW
RW
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W
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W
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W
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W
W
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W
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W
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SD
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SD
SD
SD
SD
S
D
S
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SD
SD
SD
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SD
SD
W
W
W
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W
W
W
W
W
W
W
FM
FM
FM
FM
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FM
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BUILDING 3
41.70 FF
40.99 PAD
41.10 FS
(1) 2" STE
P
40.58 FS
BUILDING
4
40.74 FF
40.03 PAD
(1) 4" STE
P
40.41 FS
BUILDING
4
40.74 FF
40.03 PA
D
BUILDING
4
40.74 FF
40.03 PAD
(1) 4" STE
P
40.41 FS
40.74 FS
BUILDING
4
40.74 FF
40.03 PAD
40.74 FS
BUILDING 4
40.74 FF
40.03 PAD
2.4"
2.0"
41.00 FS
(1) 4.4" STEP
40.18 FS
(2) 7.3" S
T
E
P
S
40.18 FS
(3) 5.8" S
T
E
P
S
40.18 FS
(2) 4.9" S
T
E
P
S
(1) 7.2" STE
P
41.20 FS
(1) 6" STEP
40.24 FS
(1) 6" STE
P
40.24 FS
(1) 6" STE
P
40.24 FS
(1) 6" STE
P
40.24 FS
(1) 6" STE
P
41.37 FS
(1) 4.0" STEP
41.65 FS
(1) 6" STEP
40.24 FS
(1) 6" STEP
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LINE
PROPOSED
PROPERTY LINE
SD LATERAL "B" SEE SHEET 15
38.66 TG
36.92 IE
39.33 TG
37.14 IE
38.79 TG
37.89 IE
39.39 FL
3
6
.
0
3
I
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40.74 TG
38.46 IE
3
3
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2
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39.72 IE
AP
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1
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APN: 214-160-27
9
8
10
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39.49 TG
37.30 IE
38.90 TG
36.75 IE
40.18 FS
(2) 6.7" S
T
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P
S
39.06 TG
36.63 IE
40.70 GFF
40.17 GFF
40.00 GF
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40.00 GFF
40.33 GFF
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41.70 FF
40.99 PAD
SD LATERAL "B" SEE
SHEET 15
SEE DWG
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41.0 FG41.0 FG
40.7 FG
40.7 FG
40.1 FG
40.0 FG
40.0 FG
40.0 FG
40.0 FG
40.0 FG
40.0 FG
40.0 FG
40.0 FG
39.87 FG
40.0 FG
41.2 FG41.5 FG
41.4 FG
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MATCHLINE SEE SHEET 6
REVISION DESCRIPTION CITY APPROVAL
INITIALDATE
ENGINEER OF WORK
INITIALDATE
ENGINEERING DEPARTMENT
DRAWING NO.PROJECT NO.
CHKD BY:
DWN BY:
APPROVED:
DATE INITIAL
RVWD BY:
"AS BUILT"
DATE
INSPECTOR DATE
REVIEWED BY:
P.E.EXP.
1
ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24
JASON S. GELDERT
DATE
OTHER APPROVAL
SHEETSSHEET
GRADING PLANS FOR:
J:\ACTIVE JOBS\3754 FENTON-PONTO RD\CIVIL\DRAWING\GRADING PLANS
22
SDP 2022-0003
GR 2023-0029
543-6ADATE
03/20/2024
TYLER G. LAWSON R.C.E. NO. 80356 EXP. 12/31/2024
GRAPHIC SCALE: 1" = 10'
0 10 20 30
5
PRECISE GRADING PLAN
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DocuSign Envelope ID: 94AFDCDD-E319-4BA9-825D-110AFC4D7C5D
4/2/2024
MONUMENT NOTES:
FD 6X6 CONC MON PER PM 20899, ROS 20825, ROS20809, ROS 12926, PM 4383.6
GENERAL NOTES:
1. PUBLIC UTILITIES SHOWN FOR REFERENCE ONLY.
FOR MORE INFORMATION ON PUBLIC UTILITIES SEE DWG 543-6.
2. FOR STORM DRAIN PROFILES SEE SHEETS 14-16, THIS SET
EASEMENT NOTES:
INDICATES AN EASEMENT FOR WATER PURPOSES TO CARLSBAD
MUNICIPAL WATER DISTRICT, DEDICATED PER PM____
INDICATES AN EASEMENT FOR CLEAR SPACE PURPOSES TO THE CITY
OF CARLSBAD DEDICATED PER PM____
2
3
EASEMENTS OF RECORD:
SOUTHERN COUNTIES GAS COMPANY OF CALIFORNIA, EASEMENT FOR
PUBLIC UTILITIES, RECORDED SEPTEMBER 21, 1946, BOOK 2239, PAGE
239, OFFICIAL RECORDS.
SOUTHERN CALIFORNIA TELEPHONE COMPANY, EASEMENT FOR PUBLIC
UTILITIES, RECORDED FEBRUARY 26, 1942, BOOK 1318, PAGE 159,
OFFICIAL RECORDS QUITCLAIMED PER DOC. NO. 2024-0010060
RECORDED: JANUARY 12, 2024.
1
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41.43 FS
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41.29 FS
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40.96 FS
(1) 6" STEP
41.61 FS
(3) 4.9" STEPS
41.56 FS
(2) 3.7" STEPS
41.57 FS
(2) 5.8" STEPS
(1) 7.5" STEP
41.17 FS
41.70 FS
(1) 6" STEP
41.70 FS
(1) 6" STEP
41.70 FS
(1) 6" STEP
41.50 FS
(1) 3" STEP
(1) 5.2
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43.70 FS
(1) 4" STEP
(2) 6.8" STEPS
43.70 FS
(1) 4" STEP
(3) 5.3" STEPS
43.70 FS
(1) 4" STEP
(3) 6.7" STEPS
41.59 FS
(1) 3.1" STEP
HP
42.15 FF
26.0'
13.0'13.0'
3.0'
WARNING!!!
EX 12" HP GAS MAIN
SEE SPECIAL NOTES SHEET 2
20.0'
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40.51 TG
39.11 IE
40.94 TG
39.42 IE
41.10 TG
39.60 IE
42.60 TG
40.97 IE
40.65 IE 39.47 IE
42.33 TG
40.71 IE
40.74 TG
38.97 IE
40.74 TG
32.72 IE
41.15 TG
39.65 IE
41.15 TG
39.72 IE
41.72 TG
38.15 IE
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26.0'
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EX POWER POLE TO
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44.66 FG
43.56 FG
41.84 FG
40.71 FS
EX POWER POLE
TO BE REMOVED11.5'
9'
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41.5 FG
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41.5 FG 41.5 FG 42.0 FG
43.3 FG
43.20 FS
43.11 FS
43.82 FS
42.71 FS
42.42 FS
42.32 FS
42.03 FS
41.97 FS
41.94 FS
42.3 FG
43.3 FG
43.3 FG
43.3 FG
40.80 TG
39.50 IE
TOP OF
S
L
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43.86 TG
42.36 IE
37.76 IE
44.1 FG
44.1 FG
43.86 TG
42.10 IE
43.86 TG
42.36 IE
39.09 IE
41.4 FG
41.4 FG
41.4 FG
41.4 FG
41.5 FG
42.35 FG
42.61 FG
42.50 FG
44.63 FS
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2:1 MAX
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12'
2
BMP-1
MWS L-8-12-8'-8"
5.7'
3.2'
5.2'3
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2
'
9'
41.0 FG
41.0 FG
41.0 FG
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41.94 FS
41.68 FS
LP
41.63 FS
LIMITS OF
4" PCC CURB
31.4'
31.5'
43.63 FS 42.75 FS
1.
0
'
42.97 TW
42.97 BW
44.12 TW
43.01 BW
6.0'
15
.
0
'
44.12 TW
43.01 BW
BMP-1A
43.58 FS
(1) 6.4" STEP
SEE AGREEMENT FOR OFFSITE
GRADING & IMPROVEMENTS BY
PONTO INVESTMENTS LLC AND
HG FENTON CO. DATED 10/10/22
9
6
7
16
16
16
16 7
16
7
7
16
8
23
23
23
23
23
23
33
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42
42
42
39
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2
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2
2
4
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11
1
1
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1
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15
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SEE DETAIL 'A'
SHEET 3
SEE DETAIL 'B'
THIS SHEET
PR
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V
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T
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D
R
I
V
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B
42.13 FS
42.06 FS
42.27 FS42.36 FS
42.29 FS 42.25 FS
27
5
CONSTRUCTION NOTES:
CONSTRUCT 6" CONCRETE CURB & GUTTER PER SDRSD G-02
CONSTRUCT ROLLED CURB & GUTTER 'TYPE-A' PER DETAIL SHEET 2
CONSTRUCT 6" PCC CURB PER SDRSD G-01
CONSTRUCT CURB & GUTTER TO ROLLED CURB TRANSITION PER SDRSD G-04B
CONSTRUCT 0" CURB PER DETAIL SHEET 2
INSTALL 4" AC OVER 9" CLASS II BASE PER STREET SECTION SHEET 4
INSTALL 4" PCC SIDEWALK PER SDRSD G-07. FINISH PER LANDSCAPE PLAN DWG NO. 573-6L
INSTALL MWS, SEE SHEETS 18 & 19 FOR ADDITIONAL DETAILS
INSTALL CURB INLET 'TYPE-B' PER SDRSD D-02, SEE STORM DRAIN PROFILE SHEETS 14-16
INSTALL SITE LIGHT PER BUILDING PLANS
CONSTRUCT 3' PCC RIBBON GUTTER PER DETAIL SHEET 2
INSTALL 1.1' THICK NO. 2 BACKING RIP-RAP ENERGY DISSIPATOR PER SDRSD D-40
CONSTRUCT STORM DRAIN CLEAN OUT 'A4' PER SDRSD D-09, SEE STORM DRAIN PROFILE SHEETS 14-16
CONSTRUCT SOUND WALL PER STRUCTURAL DETAILS SHEETS 20-22
INSTALL 12"X12" AREA DRAIN (NDS OR EQUIVALENT)
INSTALL 6" PVC STORM DRAIN, SDR-35
AMENITY AREA PER LANDSCAPE PLANS DWG NO. 573-6L
INSTALL PICKLEBALL COURT PER LANDSCAPE PLAN DWG NO. 573-6L
NOT USED
GRASSPAVE WITH ARTIFICIAL TURF, SEE SHEET 4 FOR SECTION
16.0' WIDE DOUBLE VEHICULAR ACCESS GATE, SEE LANDSCAPE PLANS DWG NO, 543-6L FOR DETAIL
CONSTRUCT CROSS GUTTER PER SDRSD G-12
INSTALL DRIVEWAY APRONS PER DETAIL SHEET 2
CONSTRUCT MASONRY RETAINING WALL W/ VINYL FENCE PER STRUCTURAL DETAIL 10 SHEET 22
CONSTRUCT MASONRY RETAINING WALL TYPE-4 PER SDRSD C-04 W/ CHAIN LINK FENCE. SEE SHEET 3
FOR POST CONNECTION DETAIL
CONSTRUCT BROW DITCH TYPE-B PER SDRSD D-75
INSTALL TRUNCATED DOMES PER SDRSD G-30
RETAINING WALL WITH VINYL FENCE PER STRUCTURAL DETAIL 11 SHEET 22
CONSTRUCT MODIFIED CATCH BASIN TYPE-'F' PER SDRSD D-07 & STRUCTURAL DETAILS SHEET 22
CONSTRUCT MASONRY RETAINING WALL TYPE-6 PER SDRSD C-06
PAVER SECTION PER DETAIL SHEET 4
CONSTRUCT MASONRY RETAINING WALL TYPE-5 PER SDRSD C-05 W/ CABLE RAILING PER CALTRANS
STANDARD DETAIL B11-47. SEE SHEET 3 FOR POST CONNECTION DETAIL
INSTALL MOW CURB DETAIL PER LANDSCAPE PLAN DWG NO. 543-6L
INSTALL 6" PVC CLEANOUT W/ TRAFFIC RATED LID (NDS OR EQUIVALENT)
CONSTRUCT 1' WIDE VEHICULAR CONCRETE BAND PER DETAIL SHEET 4. FINISH PER LANDSCAPE PLAN 573-6L
INSTALL CONCRETE PAVING PER DETAIL SHEET 4. FINISH PER LANDSCAPE PLAN 573-6L
NOT USED
COVERED SEATING AREA PER LANDSCAPE PLAN 573-6L, SHEET 6 ENLARGEMENT 'C'
CONSTRUCT TREE WELL PER DETAIL SHEET 4, 10' MATURE CANOPY DIAMETER & 48" SOIL DEPTH
CONSTRUCT TREE WELL PER DETAIL SHEET 4, 15' MATURE CANOPY DIAMETER & 48" SOIL DEPTH
CONSTRUCT MODIFIED D-25 CURB OUTLET PER DETAIL SHEET 4
CONSTRUCT MASONRY RETAINING WALL TYPE-3 PER SDRSD C-03
1
2
3
4
5
6
7
8
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10
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14
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J:\ACTIVE JOBS\3754 FENTON-PONTO RD\CIVIL\DRAWING\GRADING PLANS
M
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C
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9
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MATCHLINE SEE SHEET 7
MATCHLINE SEE SHEET 5
REVISION DESCRIPTION CITY APPROVAL
INITIALDATE
ENGINEER OF WORK
INITIALDATE
ENGINEERING DEPARTMENT
DRAWING NO.PROJECT NO.
CHKD BY:
DWN BY:
APPROVED:
DATE INITIAL
RVWD BY:
"AS BUILT"
DATE
INSPECTOR DATE
REVIEWED BY:
P.E.EXP.
1
ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24
JASON S. GELDERT
DATE
OTHER APPROVAL
SHEETSSHEET
GRADING PLANS FOR:
J:\ACTIVE JOBS\3754 FENTON-PONTO RD\CIVIL\DRAWING\GRADING PLANS
22
SDP 2022-0003
GR 2023-0029
543-6ADATE
03/20/2024
TYLER G. LAWSON R.C.E. NO. 80356 EXP. 12/31/2024
CURB RAMP DETAIL B
SCALE: 1" = 5'
6
PRECISE GRADING PLAN
GRAPHIC SCALE: 1" = 10'
0 10 20 30
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~=t==t=============~=l==t=j=~CII CITY OF CARLSBAD ID
FPC RESIDENTIAL
E=E=t===========f==t==t=±~~=====d
DocuSign Envelope ID: 94AFDCDD-E319-4BA9-825D-110AFC4D7C5D
4/2/2024
CONSTRUCTION NOTES:
CONSTRUCT 6" CONCRETE CURB & GUTTER PER SDRSD G-02
CONSTRUCT ROLLED CURB & GUTTER 'TYPE-A' PER DETAIL SHEET 2
CONSTRUCT 6" PCC CURB PER SDRSD G-01
CONSTRUCT CURB & GUTTER TO ROLLED CURB TRANSITION PER SDRSD G-04B
CONSTRUCT 0" CURB PER DETAIL SHEET 2
INSTALL 4" AC OVER 9" CLASS II BASE PER STREET SECTION SHEET 4
INSTALL 4" PCC SIDEWALK PER SDRSD G-07. FINISH PER LANDSCAPE PLAN DWG NO. 573-6L
INSTALL MWS, SEE SHEETS 18 & 19 FOR ADDITIONAL DETAILS
INSTALL CURB INLET 'TYPE-B' PER SDRSD D-02, SEE STORM DRAIN PROFILE SHEETS 14-16
INSTALL SITE LIGHT PER BUILDING PLANS
CONSTRUCT 3' PCC RIBBON GUTTER PER DETAIL SHEET 2
INSTALL 1.1' THICK NO. 2 BACKING RIP-RAP ENERGY DISSIPATOR PER SDRSD D-40
CONSTRUCT STORM DRAIN CLEAN OUT 'A4' PER SDRSD D-09, SEE STORM DRAIN PROFILE SHEETS 14-16
CONSTRUCT SOUND WALL PER STRUCTURAL DETAILS SHEETS 20-22
INSTALL 12"X12" AREA DRAIN (NDS OR EQUIVALENT)
INSTALL 6" PVC STORM DRAIN, SDR-35
AMENITY AREA PER LANDSCAPE PLANS DWG NO. 573-6L
INSTALL PICKLEBALL COURT PER LANDSCAPE PLAN DWG NO. 573-6L
NOT USED
GRASSPAVE WITH ARTIFICIAL TURF, SEE SHEET 4 FOR SECTION
16.0' WIDE DOUBLE VEHICULAR ACCESS GATE, SEE LANDSCAPE PLANS DWG NO, 543-6L FOR DETAIL
CONSTRUCT CROSS GUTTER PER SDRSD G-12
INSTALL DRIVEWAY APRONS PER DETAIL SHEET 2
CONSTRUCT MASONRY RETAINING WALL W/ VINYL FENCE PER STRUCTURAL DETAIL 10 SHEET 22
CONSTRUCT MASONRY RETAINING WALL TYPE-4 PER SDRSD C-04 W/ CHAIN LINK FENCE. SEE SHEET 3
FOR POST CONNECTION DETAIL
CONSTRUCT BROW DITCH TYPE-B PER SDRSD D-75
INSTALL TRUNCATED DOMES PER SDRSD G-30
RETAINING WALL WITH VINYL FENCE PER STRUCTURAL DETAIL 11 SHEET 22
CONSTRUCT MODIFIED CATCH BASIN TYPE-'F' PER SDRSD D-07 & STRUCTURAL DETAILS SHEET 22
CONSTRUCT MASONRY RETAINING WALL TYPE-6 PER SDRSD C-06
PAVER SECTION PER DETAIL SHEET 4
CONSTRUCT MASONRY RETAINING WALL TYPE-5 PER SDRSD C-05 W/ CABLE RAILING PER CALTRANS
STANDARD DETAIL B11-47. SEE SHEET 3 FOR POST CONNECTION DETAIL
INSTALL MOW CURB DETAIL PER LANDSCAPE PLAN DWG NO. 543-6L
INSTALL 6" PVC CLEANOUT W/ TRAFFIC RATED LID (NDS OR EQUIVALENT)
CONSTRUCT 1' WIDE VEHICULAR CONCRETE BAND PER DETAIL SHEET 4. FINISH PER LANDSCAPE PLAN 573-6L
INSTALL CONCRETE PAVING PER DETAIL SHEET 4. FINISH PER LANDSCAPE PLAN 573-6L
NOT USED
COVERED SEATING AREA PER LANDSCAPE PLAN 573-6L, SHEET 6 ENLARGEMENT 'C'
CONSTRUCT TREE WELL PER DETAIL SHEET 4, 10' MATURE CANOPY DIAMETER & 48" SOIL DEPTH
CONSTRUCT TREE WELL PER DETAIL SHEET 4, 15' MATURE CANOPY DIAMETER & 48" SOIL DEPTH
CONSTRUCT MODIFIED D-25 CURB OUTLET PER DETAIL SHEET 4
CONSTRUCT MASONRY RETAINING WALL TYPE-3 PER SDRSD C-03
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
GENERAL NOTES:
1. PUBLIC UTILITIES SHOWN FOR REFERENCE ONLY.
FOR MORE INFORMATION ON PUBLIC UTILITIES SEE DWG 543-6.
2. FOR STORM DRAIN PROFILES SEE SHEETS 14-16, THIS SET
EASEMENT NOTES:
INDICATES AN EASEMENT FOR WATER PURPOSES TO CARLSBAD
MUNICIPAL WATER DISTRICT, DEDICATED PER PM____
2
X
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
O
E
O
E
OE
OE
OE
OE
OE
OE
OE
OE
W
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
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X46
47
4
5
47
48
47
46
X
X
X
X
X
X
X
G G
GG G
X
X
X
F F
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
M
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
S
D
S
D
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
M
W
S
D
S
D
S
D
S
D
C
44
45
44
HI
G
H
P
O
I
N
T
L
O
W
P
O
I
N
T
EV
C
B
V
C
E
V
C
44.03 FS
BU
I
L
D
I
N
G
6
44
.
0
3
F
F
43
.
3
2
P
A
D
44.58 G
F
F
45.00 F
S
45.00 F
S
45.00 F
S
(2) 4.5" S
T
E
P
S
45.65 FS
46.41 FS
46.41 FS
4
5
.
5
7
F
S
(
1
)
3
.
5
"
S
T
E
P
BUILDING
1
6
46.41 FF
45.70 PA
D
BUILDIN
G
1
7
45.00 F
F
44.29 P
A
D
9"
45.50 FS
(4) 5.4" STEPS
4
6
.
4
1
F
F
4
5
.
0
0
F
F
43.70 FS
(1) 4" STEP
(
1
)
4
.
2
"
S
T
E
P
6.0'
24.0'
PR
I
V
A
T
E
B
E
A
C
H
W
A
Y
2
6
.
0
'
1
3
.
0
'
1
3
.
0
'
PL
PL
43.20 TG
41.70 IE
45.35 T
G
43.29 IE
45.7 FG
45.35 T
G
43.14 IE45.7 FG
43.78 T
G
42.28 IE
44.3 FG
45.00 FF
45.00 FF
46.40 FF
(1) 6" STEP
45.86 FS
(2) 5.9" STEPS
46.40 FF
47.65 FL
4
6
.
0
0
F
L
4
6
.
7
1
F
L
5
3
.
2
0
T
G
F
4
9
.
2
0
T
W
4
7
.
7
4
T
R
W
4
5
.
7
0
B
W
5
1
.
8
0
T
G
F
4
7
.
8
0
T
W
4
7
.
1
4
T
R
W
4
4
.
3
0
B
W
20.0'
2
4.0'
4.0'
4.0'
LOT 1
MAP 11290
NORTH
C
O
U
N
T
Y
TRANS
I
T
D
E
V
E
L
O
P
M
E
N
T
43.20 TG
41.54 IE
43
.
8
3
G
F
F
44.66 G
F
F
44.58 G
F
F
44.58 G
F
F
(1) 5" S
T
E
P
44.58 F
S
(1) 6" S
T
E
P
44.50 F
S
45.25 GF
F
46.00 GF
F
(1) 4.8" S
T
E
P
46.00 FS
46.00 GF
F
45.90 FS
(1) 6" ST
E
P
43.92 G
F
F
STORM DRAIN LINE "C" SEE SHEET 16
SE
E
D
W
G
5
4
3
-
6
EX 78"
R
C
P
S
T
O
R
M
D
R
A
I
N
EX 78" RCP STORM DRAIN
1
7
'
1
3
'
1
3
'
1
4
'
43.80 FS
43.49 FS
43.39 FS
43.3 FG
BUILDI
N
G
1
7
45.00 F
F
44.29 P
A
D
5.0"
45.7 FG
45.7 FG
44.3 FG
44.3 FG
5.0"
BUILDING
1
6
46.41 FF
45.70 PA
D
EX POWER POLE TO
REMAIN
EX FENCE TO
BE REMOVED
EX POWER POLE
TO BE REMOVED
45.50 TG
43.48 IE
45.50 TG
43.59 IE
45.40 TG
44.09 IE
46.4 FG
48.1 FG
47.0 FG
SEWER LIFT STATION PER SEPARATE PERMIT
48.4 FG
48.40
48.0 FL-FP
46.80 FL
46.3 FG
45.7 FG
4
4
.
2
3
F
S
45.3 FG 44.4 FG45.9 FG
43.7 FG
4
4
.
4
5
F
L
4.
0
'
1
0
.
3
'
8
.
3
'
4
.
6
'
4
.
4
'
3
.
0
'
4
.
5
'
LIMITS
O
F
F
O
O
T
I
N
G
45.58 TW
43.50 BW
45.90 TW
43.50 BW
45.83 TW
43.50 BW
45.45 TW
43.50 BW
PR
I
V
A
T
E
D
R
I
V
E
W
A
Y
'
B
'
S
T
O
R
M
D
R
A
I
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L
I
N
E
"
B
-
2
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S
E
E
S
H
E
E
T
1
5
PRIVAT
E
D
R
I
V
E
W
A
Y
'
C
'
1.0'
1.0'
5
4
.
8
0
T
G
F
5
0
.
8
0
T
W
4
7
.
8
6
T
R
W
4
7
.
3
0
B
W
B
E
G
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D
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L
8
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2
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5
3
.
2
0
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G
F
4
9
.
2
0
T
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4
7
.
1
4
T
R
W
4
5
.
7
0
B
W
4
4
.
3
0
B
W
STORM
D
R
A
I
N
L
A
T
E
R
A
L
"C-1",
S
E
E
S
H
E
E
T
16
LIMITS
O
F
C
O
N
C
R
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T
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I
N
G
,
S
E
E
S
E
C
T
I
O
N
C
,
THIS S
H
E
E
T
45.69 FL
46.0 FG
4" PER
F
O
R
A
T
E
D
P
V
C
WALL SU
B
D
R
A
I
N
(
T
Y
P
)
SEE AGREEMENT FOR OFFSITE
GRADING & IMPROVEMENTS BY
PONTO INVESTMENTS LLC AND
HG FENTON CO. DATED 10/10/22
4
7
10
7
7
7
16
16
6
31
31
23
23
23
23
23
23
35
35
1
2
2
1
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
55
1
1
1
5
5
3
15
15
15
15
1
4
1
4
2
6
2
6
26
15
5
15
15
15
30
3030
30
5
5
5
1
4
1
4
C
SEE DETAIL 'A'
THIS SHEET SEE DETAIL 'B'
THIS SHEET
27
44.00 FL
45.15 TC
44.65 FL
45.07 FS
44.56 TC
44.06 FS
44.35 TC
43.85 FS
45.01 TC
44.51 FL
45.07 TC
45.07 FS
5
PRIVATE DR
I
V
E
C
43.55 TC
43.05 FL
43.18 FL
43.85 TC
43.35 FL
43.80 TC
43.30 FS
43.73 TC
43.23 FL
43.75 TC
43.25 FS
43.60 TC
43.60 FS
27
43.48 TC
42.98 FL
43.55 FS
PRIVAT
E
D
R
I
V
E
C
PR
I
V
A
T
E
D
R
I
V
E
B
BLDG 17
45.00 FF
44.29 PAD
BLDG 18
45.06 FF
44.35 PAD
1:1 INFLUENCE LINE
PROP 12" HDPE STORM DRAIN
WITH CONCRETE ENCASEMENT
PER SDRSD SP-03
6.
0
'
7.9'
3.3'2.6'
M
A
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
1
0
MATCHLINE SEE SHEET 6
REVISION DESCRIPTION CITY APPROVAL
INITIALDATE
ENGINEER OF WORK
INITIALDATE
ENGINEERING DEPARTMENT
DRAWING NO.PROJECT NO.
CHKD BY:
DWN BY:
APPROVED:
DATE INITIAL
RVWD BY:
"AS BUILT"
DATE
INSPECTOR DATE
REVIEWED BY:
P.E.EXP.
1
ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24
JASON S. GELDERT
DATE
OTHER APPROVAL
SHEETSSHEET
GRADING PLANS FOR:
J:\ACTIVE JOBS\3754 FENTON-PONTO RD\CIVIL\DRAWING\GRADING PLANS
22
SDP 2022-0003
GR 2023-0029
543-6ADATE
03/20/2024
TYLER G. LAWSON R.C.E. NO. 80356 EXP. 12/31/2024
CURB RAMP DETAIL 'B'
SCALE: 1" = 5'
GRAPHIC SCALE: 1" = 10'
0 10 20 30
CURB RAMP DETAIL 'A'
SCALE: 1" = 5'
7
PRECISE GRADING PLAN
SECTION 'C'
NOT TO SCALE
SE
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FPC RESIDENTIAL
11 II
DocuSign Envelope ID: 94AFDCDD-E319-4BA9-825D-110AFC4D7C5D
4/2/2024
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XX
4
2
41
40
40
41
4
0
4
0
43
41
42
43
F
F
F
F
F
F
W
W
W
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RW
RW
RW
RW
RW
RW
RW
WWWWWWWWWWWWWWWWWWWWWWW
W
W
W
W
W
W
W
GGGGG
G
G
G
SD
SD
SD
SD
SD
SD
SD
SD SD SD SD SD SD SD SD SD SD SD SD
SD
SD
SD
SD
SD
SD
SD
SD
M
42
41
41
43.30 FS
BUILDING 2
43.30 FF
42.59 PAD
43.30 FS
BUILDING 2
43.30 FF
42.59 PAD
42.90 FS(1) 4.8" STEP
42.90FS(1) 4.8" STEP
BUILDING 2
43.30 FF
42.59 PAD
42.70 FS
BUILDING 2
43.30 FF
42.59 PAD
(1) 7.2" STEP
41.70 FS
41.70 FS
BUILDING 3
41.70 FF
40.99 PAD
41.30 FS
BUILDING 3
41.70 FF
40.99 PAD
(1) 4.8" STE
P
41.30 FS
(1) 4.8" STE
P
4.8"
2.4"
4.8"
2.4"
42.79 FS
42.90 FS
(1) 4" STEP42.68 FS
(2) 4" STEPS42.68 FS
(2) 6.2" STEPS42.68 FS
(2) 7.3" STEPS
41.12 FS
(2) 3.8" STE
P
S
41.07 FS
(2) 4.4" STE
P
S
41.11 FS
(3) 5.8" STE
P
S
40.14 FS
(1) 4.2" STE
P
S
41.20 FS
(2) 4.2" STE
P
S
(2) 4.2" STEPS
42.80 FS
(1) 6" STEP
41.20 FS
(1) 6" STEP
42.80 FS
(1) 6" STEP
42.80 FS
(1) 6" STEP42.80 FS
(1) 6" STEP42.80 FS
(1) 6" STEP
41.20 FS
(1) 6" STEP
41.20 FS
(1) 6" STEP
41.20 FS
(1) 6" STEP
42.23 TG
40.73 IE41.95 TG
40.45 IE
41.64 TG
40.14 IE
41.22 TG
39.44 IE
40.50 TG
38.73 IE
41.00
FL-HP
40.64 FL
39.99 TG
38.49 IE
39.77 TG
38.27 IE
39.55 TG
38.05 IE
PONTO ROAD
SEE DWG 543-6
STORM DRAIN LINE "B-1
"
S
E
E
S
H
E
E
T
14
APN:
214-160-36
APN:
214-160-35
APN:
214-160-34
APN:
214-160-39
12
12
PRIVATE DRIVEWAY 'B'
1
1.
5
'
2.
0
'
3
EX. PROPERTY LINE
PROPOSED PROPERTY L
I
N
E
5.0'
5.0'BUILDING 2
43.30 FF
42.59 PAD
BUILDING 3
41.70 FF
40.99 PAD
BUILDING 3
41.70 FF
40.99 PAD
41.30 GFF
41.30 GFF
40.90 GFF
40.90 GFF
42.30 GFF
42.50 GFF
42.50 FL
42.80 FS
(2) 5.7" STEP
41.87 FS
(1) 5.7" STEPS
41.35 TG
39.74 IE
41.46 TG
39.92 IE
42.50 GFF
42.90 GFF
42.90 GFF
8'
8'
42.6 FG
42.6 FG42.6 FG
42.6 FG
42.3 FG
41.00 FG
40.99 FG
40.99 FG
40.80 FL41.0 FG
41.0 FG
41.0 FG
3
9
.
4
8
T
G
3
7
.
8
6
I
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1
.
0
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1.0%
1
2
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11
'
BMP-3
MWS L-4-6-6'-8"-V
3.
2
'
5
.
4
'
3.
6
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PR
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ROW
62
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42.6 FG
42.3 FG
HIGH POINT
3
1
.
5
'
31
.
5
'
1.0'
1.0'
4.5'
9.
0
'
BMP-3A
16
16
6
7 7
31
31
8
23
23
23
35
35
39
41
5
5
5
5
5
5
5
5
1
1
15 15
15
15
15
15
15
15
15
15
55
5555
5555
15
1
3
3
1
1 3
1
3
SEE DETAIL 'A'
THIS SHEET
SEE DETAIL 'B'
THIS SHEET
41.71 TC
41.21 FS41.79 TC
41.29 FS
41.45 TC
41.45 FS
41.38 TC
41.38 FS
27
41.34 FS
41.41 FS
41.79 TC
41.29 FS
41.43 TC
40.93 FL
5
PR
I
V
A
T
E
D
R
I
V
E
A
41.54 TC
41.54 FS
42.11 TC
41.61 FS
41.97 TC
41.97 FS
41.90 TC
41.40 FS
41.86 TC
41.31 FS
41.93 FS
42.18 TC
41.68 FS
27
5
TRANSITION
FROM 0" CURB
TO 6" CURB
PR
I
V
A
T
E
D
R
I
V
E
A
PRIVATE DRIVE B
CONSTRUCTION NOTES:
CONSTRUCT 6" CONCRETE CURB & GUTTER PER SDRSD G-02
CONSTRUCT ROLLED CURB & GUTTER 'TYPE-A' PER DETAIL SHEET 2
CONSTRUCT 6" PCC CURB PER SDRSD G-01
CONSTRUCT CURB & GUTTER TO ROLLED CURB TRANSITION PER SDRSD G-04B
CONSTRUCT 0" CURB PER DETAIL SHEET 2
INSTALL 4" AC OVER 9" CLASS II BASE PER STREET SECTION SHEET 4
INSTALL 4" PCC SIDEWALK PER SDRSD G-07. FINISH PER LANDSCAPE PLAN DWG NO. 573-6L
INSTALL MWS, SEE SHEETS 18 & 19 FOR ADDITIONAL DETAILS
INSTALL CURB INLET 'TYPE-B' PER SDRSD D-02, SEE STORM DRAIN PROFILE SHEETS 14-16
INSTALL SITE LIGHT PER BUILDING PLANS
CONSTRUCT 3' PCC RIBBON GUTTER PER DETAIL SHEET 2
INSTALL 1.1' THICK NO. 2 BACKING RIP-RAP ENERGY DISSIPATOR PER SDRSD D-40
CONSTRUCT STORM DRAIN CLEAN OUT 'A4' PER SDRSD D-09, SEE STORM DRAIN PROFILE SHEETS 14-16
CONSTRUCT SOUND WALL PER STRUCTURAL DETAILS SHEETS 20-22
INSTALL 12"X12" AREA DRAIN (NDS OR EQUIVALENT)
INSTALL 6" PVC STORM DRAIN, SDR-35
AMENITY AREA PER LANDSCAPE PLANS DWG NO. 573-6L
INSTALL PICKLEBALL COURT PER LANDSCAPE PLAN DWG NO. 573-6L
NOT USED
GRASSPAVE WITH ARTIFICIAL TURF, SEE SHEET 4 FOR SECTION
16.0' WIDE DOUBLE VEHICULAR ACCESS GATE, SEE LANDSCAPE PLANS DWG NO, 543-6L FOR DETAIL
CONSTRUCT CROSS GUTTER PER SDRSD G-12
INSTALL DRIVEWAY APRONS PER DETAIL SHEET 2
CONSTRUCT MASONRY RETAINING WALL W/ VINYL FENCE PER STRUCTURAL DETAIL 10 SHEET 22
CONSTRUCT MASONRY RETAINING WALL TYPE-4 PER SDRSD C-04 W/ CHAIN LINK FENCE. SEE SHEET 3
FOR POST CONNECTION DETAIL
CONSTRUCT BROW DITCH TYPE-B PER SDRSD D-75
INSTALL TRUNCATED DOMES PER SDRSD G-30
RETAINING WALL WITH VINYL FENCE PER STRUCTURAL DETAIL 11 SHEET 22
CONSTRUCT MODIFIED CATCH BASIN TYPE-'F' PER SDRSD D-07 & STRUCTURAL DETAILS SHEET 22
CONSTRUCT MASONRY RETAINING WALL TYPE-6 PER SDRSD C-06
PAVER SECTION PER DETAIL SHEET 4
CONSTRUCT MASONRY RETAINING WALL TYPE-5 PER SDRSD C-05 W/ CABLE RAILING PER CALTRANS
STANDARD DETAIL B11-47. SEE SHEET 3 FOR POST CONNECTION DETAIL
INSTALL MOW CURB DETAIL PER LANDSCAPE PLAN DWG NO. 543-6L
INSTALL 6" PVC CLEANOUT W/ TRAFFIC RATED LID (NDS OR EQUIVALENT)
CONSTRUCT 1' WIDE VEHICULAR CONCRETE BAND PER DETAIL SHEET 4. FINISH PER LANDSCAPE PLAN 573-6L
INSTALL CONCRETE PAVING PER DETAIL SHEET 4. FINISH PER LANDSCAPE PLAN 573-6L
NOT USED
COVERED SEATING AREA PER LANDSCAPE PLAN 573-6L, SHEET 6 ENLARGEMENT 'C'
CONSTRUCT TREE WELL PER DETAIL SHEET 4, 10' MATURE CANOPY DIAMETER & 48" SOIL DEPTH
CONSTRUCT TREE WELL PER DETAIL SHEET 4, 15' MATURE CANOPY DIAMETER & 48" SOIL DEPTH
CONSTRUCT MODIFIED D-25 CURB OUTLET PER DETAIL SHEET 4
CONSTRUCT MASONRY RETAINING WALL TYPE-3 PER SDRSD C-03
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
MONUMENT NOTES:
EXISTING STREET CENTERLINE MONUMENT PER ROS 23910, PM 20899.
PROTECT IN PLACE.
12
GENERAL NOTES:
1. PUBLIC UTILITIES SHOWN FOR REFERENCE ONLY.
FOR MORE INFORMATION ON PUBLIC UTILITIES SEE DWG 543-6.
2. FOR STORM DRAIN PROFILES SEE SHEETS 14-16, THIS SET
EASEMENT NOTES:
INDICATES AN EASEMENT FOR CLEAR SPACE PURPOSES TO THE CITY
OF CARLSBAD DEDICATED PER PM____
3
INDICATES AN EASEMENT FOR PUBLIC STREET AND UTILITY
PURPOSES FOR PORTIONS OF PONTO ROAD TO THE PUBLIC,
DEDICATED PER PM_____
1
M
A
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11
MATCHLINE SEE SHEET 9
REVISION DESCRIPTION CITY APPROVAL
INITIALDATE
ENGINEER OF WORK
INITIALDATE
ENGINEERING DEPARTMENT
DRAWING NO.PROJECT NO.
CHKD BY:
DWN BY:
APPROVED:
DATE INITIAL
RVWD BY:
"AS BUILT"
DATE
INSPECTOR DATE
REVIEWED BY:
P.E.EXP.
1
ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24
JASON S. GELDERT
DATE
OTHER APPROVAL
SHEETSSHEET
GRADING PLANS FOR:
J:\ACTIVE JOBS\3754 FENTON-PONTO RD\CIVIL\DRAWING\GRADING PLANS
22
SDP 2022-0003
GR 2023-0029
543-6ADATE
03/20/2024
TYLER G. LAWSON R.C.E. NO. 80356 EXP. 12/31/2024
GRAPHIC SCALE: 1" = 10'
0 10 20 30
CURB RAMP DETAIL 'A'
SCALE: 1" = 5'
CURB RAMP DETAIL 'B'
SCALE: 1" = 5'
8
PRECISE GRADING PLAN
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DocuSign Envelope ID: 94AFDCDD-E319-4BA9-825D-110AFC4D7C5D
4/2/2024
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X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
GGGGGGGGGGGGGGGGGGGGGGG
SD
S
D
S
D
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SDSDSD
SDSDSD
SDSDSD
SDSDSDSDSDSDSDSD
SD
SD
SD
SD SD SD
SD SD SD
SD SD SD SD
SD
SD
SD
SD
SD
PROPOSED
C
U
R
B
R
A
M
P
;
SEE DETAIL
'
B
'
S
H
E
E
T
3
PROPOSED
C
U
R
B
R
A
M
P
;
SEE DETAIL
'
B
'
S
H
E
E
T
3
H
I
G
H
P
O
I
N
T
42.15 FS
(1) 4.9" STEP
41.71 FS
41.88 FS
4.
0
"
41
.
0
8
G
F
F
12
.
8
"
42.20 FS
BU
I
L
D
I
N
G
9
42
.
2
0
F
F
41
.
4
9
P
A
D
41.95 FS
41.85 FS
BU
I
L
D
I
N
G
9
42
.
2
0
F
F
41
.
4
9
P
A
D
(1) 4.2" STEP
3.
6
"
41.45 FS
41.45 FS
BU
I
L
D
I
N
G
9
42
.
2
0
F
F
41
.
4
9
P
A
D
(2) 5.1" STEPS
BU
I
L
D
I
N
G
9
42
.
2
0
F
F
41
.
4
9
P
A
D
41.39 FS
(1) 4.4" STEP
3.
6
"
44.08 FS
BU
I
L
D
I
N
G
1
0
44
.
0
8
F
F
43
.
3
7
P
A
D
43.79 FS
(1) 5.2" STEP
43.65 FS
4.
0
"
43.21 FS
(1) 4.4" STEP
43.38 FS
(2) 5.0" STEPS
43.24 FS
(1) 4.2" STEP
43.70 FS
43.16 FS
(1) 4.2" STEP
3.
6
"
4.
0
"
43.25 FS
(1) 4.8" STEP
3.
6
"
45.75 F
S
BUILDIN
G
1
5
45.75 F
F
45.04 P
A
D
BUILDI
N
G
1
5
45.75 F
F
45.04 P
A
D
41.59 FS
(2) 5.4" STEPS
41.12 FS
42.00 FS
(3) 5.8" STEPS
41.34 FS
(1) 3.8" STEP
(2) 4.2" STEPS
(2) 6.5" STEPS
42.99 FS
(2) 6.6" STEPS
41.00 FS
(1) 6.1" STEP
(1) 7.5" STEP
41.52 FS
41.70 FS
(1) 6" STEP
43.55 FS
(1) 6" STEP
LP
44.08 FF
HP
45.75 F
F
42.20 FF
SD LINE"B-
1
"
S
E
E
S
H
E
E
T
1
4
BU
I
L
D
I
N
G
8
42
.
1
5
F
F
41
.
4
4
P
A
D
41.22 TG
39.82 IE
41.22 TG
39.56 IE
41.22 TG
39.30 IE
41.22 TG
39.05 IE
43.18 TG
40.26 IE
43.81 FS
43.4 FG
43.18 TG
39.86 IE
43.18 TG
39.45 IE
43.18 TG
39.20 IE
36.67 IE-IN
41.29 TG
39.79 IE
41.69 TG
40.19 IE
42.09 TG
40.59 IE
1.5%
1.5%
1.5%
1.5%
43.44 TRW
41.80 BW
37.50 IE-IN
2
.
0
'
B
E
N
C
H
2
.
0
'
B
E
N
C
H
44.46 T
W
44.46 B
W
46.28 T
W
44.28 B
W
44.18 T
W
44.18 B
W
45.04 T
W
43.88 B
W
45.04 T
W
43.86 B
W
WARNING!!!
EX 12" HP GAS MAIN
SEE SPECIAL NOTES SHEET 2
43.55 TG
42.05 IE
41.12 TG
39.71 IE
41.4 FG
41.7 FG
4.0'
4.0'
1
15
.
0
'
2
2
0
.
0
'
3
.
0
'
9.0'
1
5
.
0
'
7.0'
PR
I
V
A
T
E
DR
I
V
E
W
A
Y
'
D
'
PR
I
V
A
T
E
DR
I
V
E
W
A
Y
'
E
'
20.0'
10.0'10.0'
20.0'
10.0'10.0'
4.0'
4.0'
7.0'
9.0'
2
0
.
0
'
4.
0
'
PRIVAT
E
D
R
I
V
E
W
A
Y
'
C
'
3
.
0
'
46.58 G
F
F
40.69 FS
(1) 4.8" STEP
41.70 FS
(1) 6" STEP
41
.
4
2
G
F
F
41
.
7
5
G
F
F
41.80 FS
(1) 4.8" STEP
41
.
0
0
G
F
F
40
.
8
0
G
F
F
41
.
7
0
G
F
F
42
.
0
0
G
F
F
43
.
6
7
G
F
F
43
.
3
3
G
F
F
43.58 FS
(1) 6" STEP
42
.
5
8
G
F
F
43.58 FS
(1) 6" STEP
42
.
6
0
G
F
F
42
.
9
0
G
F
F
43
.
3
5
G
F
F
43
.
6
5
G
F
F
10
.
0
'
46.11 T
W
44.52 B
W
44.08 T
W
44.05 B
W
45.00 T
W
44.16 B
W
44.12 T
W
43.60 B
W
2
6
.
0
'
1
3
.
0
'
1
3
.
0
'
4.0'
2:1
MAX
COMPA
C
T
COMPA
C
T
COMPA
C
T
BU
I
L
D
I
N
G
8
42
.
1
5
F
F
41
.
4
4
P
A
D
BU
I
L
D
I
N
G
8
42
.
1
5
F
F
41
.
4
4
P
A
D
BU
I
L
D
I
N
G
1
0
44
.
0
8
F
F
43
.
3
7
P
A
D
BU
I
L
D
I
N
G
1
0
44
.
0
8
F
F
43
.
3
7
P
A
D
BU
I
L
D
I
N
G
1
0
44
.
0
8
F
F
43
.
3
7
P
A
D
42
.
9
2
G
F
F
41.4 FL
41.3 FL
41.0 TG
39.85 IE
40.75 TG
39.65 IE
41.5 FG
41.5 FG
42.10 FG 42.3 FG
44.2 FG 44.2 FG 44.3 FG
43.4 FG
43.4 FG
43.4 FG
43.4 FG
44.7 FG
TOP OF
S
L
O
P
E
44.80 TG
43.30 IE
44.80 TG
43.05 IE
44.80 TG
42.79 IE
42.27 FG
45.0 FG
45.0 FG
45.0 FG
2
.
0
'
45.0 FG
43.29 TG
41.78 IE
4.0'
LIMITS
O
F
F
O
O
T
I
N
G
LIMITS
O
F
FOOTIN
G
43.37 TRW
41.92 BW
BMP-4
MWS L-8-12-8'-2"-V
4.0'
3.2'
4.0'
4.0'
4
.
6
'
4.0'
39.08 IE-IN
41.5 FL
7
6
7
7
7
16
16
16
3
3
4
4
9
11
10
7
17
17
8
23
23
23
23
23
23
23
23 23
33
3
3
1
1
3
3
3
3
1
3
3
1
3
5
5
5
5
15
15
15
15
15
15
15
15
15
15
15
15
15
5
5
5
5
5
5
5
5
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
5
5
5
5
5
5
5
5
5
30
30
30
30
1
1
1 1
1
1
1
1
1
5
28
30
3
30
30
30
15
15
15
15
15
15
28
5
2 5
5
46
42
43
41
SEE DETAIL 'A'
THIS SHEET
PROPOSED CURB RAMP;
SEE DETAIL 'C' SHEET 3
PROPOSED CURB RAMP;
SEE DETAIL 'C' SHEET 3
CONSTRUCTION NOTES:
CONSTRUCT 6" CONCRETE CURB & GUTTER PER SDRSD G-02
CONSTRUCT ROLLED CURB & GUTTER 'TYPE-A' PER DETAIL SHEET 2
CONSTRUCT 6" PCC CURB PER SDRSD G-01
CONSTRUCT CURB & GUTTER TO ROLLED CURB TRANSITION PER SDRSD G-04B
CONSTRUCT 0" CURB PER DETAIL SHEET 2
INSTALL 4" AC OVER 9" CLASS II BASE PER STREET SECTION SHEET 4
INSTALL 4" PCC SIDEWALK PER SDRSD G-07. FINISH PER LANDSCAPE PLAN DWG NO. 573-6L
INSTALL MWS, SEE SHEETS 18 & 19 FOR ADDITIONAL DETAILS
INSTALL CURB INLET 'TYPE-B' PER SDRSD D-02, SEE STORM DRAIN PROFILE SHEETS 14-16
INSTALL SITE LIGHT PER BUILDING PLANS
CONSTRUCT 3' PCC RIBBON GUTTER PER DETAIL SHEET 2
INSTALL 1.1' THICK NO. 2 BACKING RIP-RAP ENERGY DISSIPATOR PER SDRSD D-40
CONSTRUCT STORM DRAIN CLEAN OUT 'A4' PER SDRSD D-09, SEE STORM DRAIN PROFILE SHEETS 14-16
CONSTRUCT SOUND WALL PER STRUCTURAL DETAILS SHEETS 20-22
INSTALL 12"X12" AREA DRAIN (NDS OR EQUIVALENT)
INSTALL 6" PVC STORM DRAIN, SDR-35
AMENITY AREA PER LANDSCAPE PLANS DWG NO. 573-6L
INSTALL PICKLEBALL COURT PER LANDSCAPE PLAN DWG NO. 573-6L
NOT USED
GRASSPAVE WITH ARTIFICIAL TURF, SEE SHEET 4 FOR SECTION
16.0' WIDE DOUBLE VEHICULAR ACCESS GATE, SEE LANDSCAPE PLANS DWG NO, 543-6L FOR DETAIL
CONSTRUCT CROSS GUTTER PER SDRSD G-12
INSTALL DRIVEWAY APRONS PER DETAIL SHEET 2
CONSTRUCT MASONRY RETAINING WALL W/ VINYL FENCE PER STRUCTURAL DETAIL 10 SHEET 22
CONSTRUCT MASONRY RETAINING WALL TYPE-4 PER SDRSD C-04 W/ CHAIN LINK FENCE. SEE SHEET 3
FOR POST CONNECTION DETAIL
CONSTRUCT BROW DITCH TYPE-B PER SDRSD D-75
INSTALL TRUNCATED DOMES PER SDRSD G-30
RETAINING WALL WITH VINYL FENCE PER STRUCTURAL DETAIL 11 SHEET 22
CONSTRUCT MODIFIED CATCH BASIN TYPE-'F' PER SDRSD D-07 & STRUCTURAL DETAILS SHEET 22
CONSTRUCT MASONRY RETAINING WALL TYPE-6 PER SDRSD C-06
PAVER SECTION PER DETAIL SHEET 4
CONSTRUCT MASONRY RETAINING WALL TYPE-5 PER SDRSD C-05 W/ CABLE RAILING PER CALTRANS
STANDARD DETAIL B11-47. SEE SHEET 3 FOR POST CONNECTION DETAIL
INSTALL MOW CURB DETAIL PER LANDSCAPE PLAN DWG NO. 543-6L
INSTALL 6" PVC CLEANOUT W/ TRAFFIC RATED LID (NDS OR EQUIVALENT)
CONSTRUCT 1' WIDE VEHICULAR CONCRETE BAND PER DETAIL SHEET 4. FINISH PER LANDSCAPE PLAN 573-6L
INSTALL CONCRETE PAVING PER DETAIL SHEET 4. FINISH PER LANDSCAPE PLAN 573-6L
NOT USED
COVERED SEATING AREA PER LANDSCAPE PLAN 573-6L, SHEET 6 ENLARGEMENT 'C'
CONSTRUCT TREE WELL PER DETAIL SHEET 4, 10' MATURE CANOPY DIAMETER & 48" SOIL DEPTH
CONSTRUCT TREE WELL PER DETAIL SHEET 4, 15' MATURE CANOPY DIAMETER & 48" SOIL DEPTH
CONSTRUCT MODIFIED D-25 CURB OUTLET PER DETAIL SHEET 4
CONSTRUCT MASONRY RETAINING WALL TYPE-3 PER SDRSD C-03
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
GENERAL NOTES:
1. PUBLIC UTILITIES SHOWN FOR REFERENCE ONLY.
FOR MORE INFORMATION ON PUBLIC UTILITIES SEE DWG 543-6.
2. FOR STORM DRAIN PROFILES SEE SHEETS 14-16, THIS SET
EASEMENTS OF RECORD:
SOUTHERN COUNTIES GAS COMPANY OF CALIFORNIA, EASEMENT FOR
PUBLIC UTILITIES, RECORDED SEPTEMBER 21, 1946, BOOK 2239, PAGE
239, OFFICIAL RECORDS.
SOUTHERN CALIFORNIA TELEPHONE COMPANY, EASEMENT FOR PUBLIC
UTILITIES, RECORDED FEBRUARY 26, 1942, BOOK 1318, PAGE 159,
OFFICIAL RECORDS QUITCLAIMED PER DOC. NO. 2024-0010060
RECORDED: JANUARY 12, 2024.
1
2
PRIVATE DRIVE B
41.42 TC
40.92 FS
41.49 TC
41.49 FS41.38 TC
40.88 FS
41.31 TC
41.31 FS
27
541.25 TC
40.75 FS
40.82 FL
40.86 FL
41.43 TC
40.93 FS
M
A
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
S
5 &
6
M
A
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
S
11
&
12
MATCHLINE SEE SHEET 10
MATCHLINE SEE SHEET 8
REVISION DESCRIPTION CITY APPROVAL
INITIALDATE
ENGINEER OF WORK
INITIALDATE
ENGINEERING DEPARTMENT
DRAWING NO.PROJECT NO.
CHKD BY:
DWN BY:
APPROVED:
DATE INITIAL
RVWD BY:
"AS BUILT"
DATE
INSPECTOR DATE
REVIEWED BY:
P.E.EXP.
1
ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24
JASON S. GELDERT
DATE
OTHER APPROVAL
SHEETSSHEET
GRADING PLANS FOR:
J:\ACTIVE JOBS\3754 FENTON-PONTO RD\CIVIL\DRAWING\GRADING PLANS
22
SDP 2022-0003
GR 2023-0029
543-6ADATE
03/20/2024
TYLER G. LAWSON R.C.E. NO. 80356 EXP. 12/31/2024
GRAPHIC SCALE: 1" = 10'
0 10 20 30
CURB RAMP DETAIL 'A'
SCALE: 1" = 5'
9
PRECISE GRADING PLAN
I
I ------------
20% -
2.0% -
---.....
PLSA I ~
PLSAENGINEERING.co:
...
0.0% -_; -
40.90 TC
40.40FS
41.08 TC
40.58FS
41.16FS
41.42 TC
40.92FS
• 41.75 TC
41.25 FS
41.92 TC
41.42 FS
40.75FS
40.83FS
41.27FS
41.51 FS
4f.60FS
41.Bf FS
41.6BFS
0. ---+-!a )---__J fcl""""=----e1J
,
1--
.. 1 •
1.~%
86%
10%
----- -. -----------·----------
41.4.iFS
r4
• !l 41.75FS
___ __:..-------7
.•. .. I
I
4f.84FS
-~
o.· . 41.B()fS \I
\I
l ~-..
.I 1.0%.
20% -----
.9% ------
0. %
i 1.0% -
----------------a -----• • 41.88FS !j!_ • b. 4 4230FS
------.-------4228FS 1.5% -4270FS
..
-. 43.f4FS
.
\ I
I
I
"" •. '9, II ('\j • .,--
~ ---~J
I
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(
~
_ ___,,,,,.-
/
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20% -
I
I
I
I
I
I
I
2.0% -
20% -
I
I
I
I
20% -
Cl C! C! C!
,,,,.
II ..
TC
FS
12.0%
I
-I 0.0% • 42.58 TC
. 4f'18FS
42.74 TC
. 42.24FS
12.0%
43.15TC
• ·4. 4l .65FS 12.0
4 I
0.0% 43 3TCO I
1
.83FS
43.49 TC
12.0% 4r 99 FS
I
I
i 43.67TC
0. 0% 43.17 FS
I
43.77 TC
43.27FS
42.28FS
10.1%
\}
)1
2.5%
42.52FS
42.61 FS
42.85FS
4295FS
43.04FS
4328FS
43.37FS
89%
#, I
I
43.61 FS I
1.3%
20% -
20% -
20% -
I
I
I
I
I
I
I
I
-----1
~,,,,.~
--~--1
7),
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
EF+*~~~===~~==~~==~==+f=t~~t=g±~=:J
FPC RESIDENTIAL
11 II
DocuSign Envelope ID: 94AFDCDD-E319-4BA9-825D-110AFC4D7C5D
4/2/2024
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
D
45
46
46
46
47
48
47
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SEE DE
T
A
I
L
'
B
'
THIS SH
E
E
T
44.83 F
S
45.54 F
S
(1) 4.2
"
S
T
E
P
45.40 F
S
BUILDIN
G
1
5
45.75 F
F
45.04 P
A
D
(2) 6.1
"
S
T
E
P
45.24 F
S
3.0"
11.0"
47.00 F
S
47.00 F
S
47.00 F
S
46.55 F
S
46.55 F
S
46.55 F
S
45.85 F
S
45.85 F
S
45.85 F
S
45.06 F
S
45.06 F
S
45.06 F
S
BUILDI
N
G
1
8
45.06 F
F
44.35 P
A
D
BUILDIN
G
1
9
45.85 F
F
45.14 P
A
D
BUILDIN
G
1
9
45.85 F
F
45.14 P
A
D
BUILDIN
G
2
0
46.55 F
F
45.84 P
A
D
BUILDIN
G
2
0
46.55 F
F
45.84 P
A
D
BUILDIN
G
2
1
47.00 F
F
46.29 P
A
D
45.25 F
S
(1) 6" S
T
E
P
4
5
.
0
6
F
F
4
5
.
8
5
F
F
4
6
.
5
5
F
F
4
7
.
0
0
F
F
(
1
)
4
.
3
"
S
T
E
P
(
1
)
4
.
6
"
S
T
E
P
(
1
)
4
.
4
"
S
T
E
P
HP
44.83 F
F
(1) 6" S
T
E
P
45.25 F
S
(1) 6.1
"
S
T
E
P
PRIVAT
E
D
R
I
V
E
W
A
Y
'
C
'
2
6
.
0
'
3
.
0
'
4.0'
4.0'
4.0'
1
2
.
0
'
3
PL
BUILDIN
G
2
1
47.00 F
F
46.29 P
A
D
43.97 T
G
43.02 IE
44.05TG
41.81 IE
44.4 FG
44.15 T
G
41.52 I
E
44.4 FG
45.55 T
G
40.35 IE
45.03 TG
40.14 IE
45.8 FG
45.8 FG
44.85 T
G
40.01 IE
45.1 FG
44.33 T
G
39.80 IE
45.1 FG
47.00 FF
(1) 5.5" STEP
46.55 FF
46.55 FF
(1) 4" STEP
45.85 FF
46.16 FS
(1) 4" STEP
45.85 FF
(1) 4.5" STEP
45.06 FF
45.46 FS
(1) 4.5" STEP
45.06 FF
5
2
.
7
0
T
G
F
4
8
.
7
0
T
W
4
6
.
2
7
T
R
W
4
5
.
2
0
B
W
5
3
.
4
0
T
G
F
4
9
.
4
0
T
W
4
6
.
5
4
T
R
W
4
5
.
8
0
B
W
5
3
.
8
0
T
G
F
4
9
.
8
0
T
W
4
6
.
8
2
T
R
W
4
6
.
3
0
B
W
5
1
.
9
0
T
G
F
4
7
.
9
0
T
W
4
6
.
3
6
T
R
W
4
4
.
4
0
B
W
4.0'
NORTH
C
O
U
N
T
Y
TRANS
I
T
D
E
V
E
L
O
P
M
E
N
T
46.58 G
F
F
46.58 G
F
F
(1) 6" S
T
E
P
46.50 F
S
(1) 5" S
T
E
P
46.58 F
S
46.15 G
F
F
46.15 G
F
F
46.15 G
F
F
(1) 4.4"
S
T
E
P
45.81 F
S
(1) 4.8"
S
T
E
P
46.15 F
S
45.45 G
F
F
45.45 G
F
F
45.45 G
F
F
(1) 4.6"
S
T
E
P
45.46 F
S
(1) 4.8"
S
T
E
P
45.45 F
S
44.66 G
F
F
44.66 G
F
F
(1) 4.8"
S
T
E
P
44.66 F
S
(1) 4.3"
S
T
E
P
44.41 F
S
44.42 G
F
F
44.83 G
F
F
45.08 G
F
F
45.33 G
F
F
1
3
.
0
'
1
3
.
0
'
PL
1
5
'
1
5
'
1
6
'
1
5
'
1
5
'
1
5
'
1
5
'
1
5
'
44.1 FG
BUILDI
N
G
1
8
45.06 F
F
44.35 P
A
D
44.4 FG
5.0"
46.3 FG
45.8 FG
45.1 FG
4.8"
4.8"
4.8"
EX 78" R
C
P
S
T
O
R
M
D
R
A
I
N
EX 78"
R
C
P
S
T
O
R
M
D
R
A
I
N
EX MOD
.
C
.
O
.
T
Y
P
E
"
A
8
"
45.74 T
G
40.49 IE
4
.
6
'
3
.
2
'
4
.
5
'
4
.
5
'
4
.
5
'
LIMITS
O
F
F
O
O
T
I
N
G
LIMITS
O
F
F
O
O
T
I
N
G
3
.
1
'
E
N
D
D
E
T
A
I
L
8
,
S
H
T
.
2
1
B
E
G
I
N
D
E
T
A
I
L
7
,
S
H
T
.
2
1
5
1
.
8
0
T
G
F
4
7
.
8
0
T
W
4
6
.
3
6
T
R
W
4
4
.
3
0
B
W
5
1
.
8
5
T
G
F
4
7
.
8
5
T
W
4
6
.
2
7
T
R
W
4
4
.
3
5
B
W
5
2
.
7
0
T
G
F
4
8
.
7
0
T
W
4
6
.
5
4
T
R
W
4
5
.
2
0
B
W
5
3
.
4
0
T
G
F
4
9
.
4
0
T
W
4
6
.
8
2
T
R
W
4
5
.
8
0
B
W
STORM
D
R
A
I
N
L
A
T
E
R
A
L
"C-1",
S
E
E
S
H
E
E
T
16LIMITS
O
F
C
O
N
C
R
E
T
E
E
N
C
A
S
I
N
G
4
6
.
3
6
R
I
M
4
5
.
4
5
F
L
3
7
.
5
4
I
E
4" PERF
O
R
A
T
E
D
P
V
C
WALL S
U
B
D
R
A
I
N
(
T
Y
P
)
CONNE
C
T
W
A
L
L
S
U
B
D
R
A
I
N
TO CAT
C
H
B
A
S
I
N
I
E
:
4
4
.
3
0
16
16
7
7
7
4
4
4
7
16
6
23
23
23
23
23
23
23
23
2
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
15
15
15
15
15
2
2
2
2
2
2
2
5
5
1
4
1
4
1
4
1
4
2
6
2
6
2
9
2
15
15
15
1
4
1
4
1
4
1
4
45
46
SEE DETAIL 'A'
THIS SHEET
CONSTRUCTION NOTES:
CONSTRUCT 6" CONCRETE CURB & GUTTER PER SDRSD G-02
CONSTRUCT ROLLED CURB & GUTTER 'TYPE-A' PER DETAIL SHEET 2
CONSTRUCT 6" PCC CURB PER SDRSD G-01
CONSTRUCT CURB & GUTTER TO ROLLED CURB TRANSITION PER SDRSD G-04B
CONSTRUCT 0" CURB PER DETAIL SHEET 2
INSTALL 4" AC OVER 9" CLASS II BASE PER STREET SECTION SHEET 4
INSTALL 4" PCC SIDEWALK PER SDRSD G-07. FINISH PER LANDSCAPE PLAN DWG NO. 573-6L
INSTALL MWS, SEE SHEETS 18 & 19 FOR ADDITIONAL DETAILS
INSTALL CURB INLET 'TYPE-B' PER SDRSD D-02, SEE STORM DRAIN PROFILE SHEETS 14-16
INSTALL SITE LIGHT PER BUILDING PLANS
CONSTRUCT 3' PCC RIBBON GUTTER PER DETAIL SHEET 2
INSTALL 1.1' THICK NO. 2 BACKING RIP-RAP ENERGY DISSIPATOR PER SDRSD D-40
CONSTRUCT STORM DRAIN CLEAN OUT 'A4' PER SDRSD D-09, SEE STORM DRAIN PROFILE SHEETS 14-16
CONSTRUCT SOUND WALL PER STRUCTURAL DETAILS SHEETS 20-22
INSTALL 12"X12" AREA DRAIN (NDS OR EQUIVALENT)
INSTALL 6" PVC STORM DRAIN, SDR-35
AMENITY AREA PER LANDSCAPE PLANS DWG NO. 573-6L
INSTALL PICKLEBALL COURT PER LANDSCAPE PLAN DWG NO. 573-6L
NOT USED
GRASSPAVE WITH ARTIFICIAL TURF, SEE SHEET 4 FOR SECTION
16.0' WIDE DOUBLE VEHICULAR ACCESS GATE, SEE LANDSCAPE PLANS DWG NO, 543-6L FOR DETAIL
CONSTRUCT CROSS GUTTER PER SDRSD G-12
INSTALL DRIVEWAY APRONS PER DETAIL SHEET 2
CONSTRUCT MASONRY RETAINING WALL W/ VINYL FENCE PER STRUCTURAL DETAIL 10 SHEET 22
CONSTRUCT MASONRY RETAINING WALL TYPE-4 PER SDRSD C-04 W/ CHAIN LINK FENCE. SEE SHEET 3
FOR POST CONNECTION DETAIL
CONSTRUCT BROW DITCH TYPE-B PER SDRSD D-75
INSTALL TRUNCATED DOMES PER SDRSD G-30
RETAINING WALL WITH VINYL FENCE PER STRUCTURAL DETAIL 11 SHEET 22
CONSTRUCT MODIFIED CATCH BASIN TYPE-'F' PER SDRSD D-07 & STRUCTURAL DETAILS SHEET 22
CONSTRUCT MASONRY RETAINING WALL TYPE-6 PER SDRSD C-06
PAVER SECTION PER DETAIL SHEET 4
CONSTRUCT MASONRY RETAINING WALL TYPE-5 PER SDRSD C-05 W/ CABLE RAILING PER CALTRANS
STANDARD DETAIL B11-47. SEE SHEET 3 FOR POST CONNECTION DETAIL
INSTALL MOW CURB DETAIL PER LANDSCAPE PLAN DWG NO. 543-6L
INSTALL 6" PVC CLEANOUT W/ TRAFFIC RATED LID (NDS OR EQUIVALENT)
CONSTRUCT 1' WIDE VEHICULAR CONCRETE BAND PER DETAIL SHEET 4. FINISH PER LANDSCAPE PLAN 573-6L
INSTALL CONCRETE PAVING PER DETAIL SHEET 4. FINISH PER LANDSCAPE PLAN 573-6L
NOT USED
COVERED SEATING AREA PER LANDSCAPE PLAN 573-6L, SHEET 6 ENLARGEMENT 'C'
CONSTRUCT TREE WELL PER DETAIL SHEET 4, 10' MATURE CANOPY DIAMETER & 48" SOIL DEPTH
CONSTRUCT TREE WELL PER DETAIL SHEET 4, 15' MATURE CANOPY DIAMETER & 48" SOIL DEPTH
CONSTRUCT MODIFIED D-25 CURB OUTLET PER DETAIL SHEET 4
CONSTRUCT MASONRY RETAINING WALL TYPE-3 PER SDRSD C-03
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
GENERAL NOTES:
1. PUBLIC UTILITIES SHOWN FOR REFERENCE ONLY.
FOR MORE INFORMATION ON PUBLIC UTILITIES SEE DWG 543-6.
2. FOR STORM DRAIN PROFILES SEE SHEETS 14-16, THIS SET
EASEMENTS OF RECORD:
SAN DIEGO GAS & ELECTRIC COMPANY, EASEMENT FOR PUBLIC
UTILITIES, RECORDED OCTOBER 22, 1962, INSTRUMENT NO. 181231,
OFFICIAL RECORDS.
3
PRIVAT
E
D
R
I
V
E
C
44.05 FL
44.09 FL
27
44.22 FS
44.22 FS
44.30 FS
44.30 FS
0" CURB &
GUTTER
PRIVAT
E
D
R
I
V
E
C
44.95 TC
44.95 FL
44.92 FL
45.08 FS
45.67 TC
45.17 FS
45.67 FS
45.71 TC
45.21 FS
45.71 FS
27
0" CURB TO 6" CURB
TRANSITION
5
PR
O
P
E
R
T
Y
L
I
N
E
BLDG 23
44.99 PAD
TOP OF WALL PER PLAN
BROW DITCH TYPE-B
PER D-75
PROPOSED
SURFACE
EXISTING GROUND
STRUCTURAL SOUND/ RETAINING
WALL PER SHEETS 20-21
PROPOSED 6" PVC
STORM DARIN
EXISTING 78" RCP
STORM DRAIN
1.0'
M
A
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
12
M
A
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
6
&
7
REVISION DESCRIPTION CITY APPROVAL
INITIALDATE
ENGINEER OF WORK
INITIALDATE
ENGINEERING DEPARTMENT
DRAWING NO.PROJECT NO.
CHKD BY:
DWN BY:
APPROVED:
DATE INITIAL
RVWD BY:
"AS BUILT"
DATE
INSPECTOR DATE
REVIEWED BY:
P.E.EXP.
1
ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24
JASON S. GELDERT
DATE
OTHER APPROVAL
SHEETSSHEET
GRADING PLANS FOR:
J:\ACTIVE JOBS\3754 FENTON-PONTO RD\CIVIL\DRAWING\GRADING PLANS
22
SDP 2022-0003
GR 2023-0029
543-6ADATE
03/20/2024
TYLER G. LAWSON R.C.E. NO. 80356 EXP. 12/31/2024
MATCHLINE SEE SHEET 9
GRAPHIC SCALE: 1" = 10'
0 10 20 30
CURB RAMP DETAIL 'A'
SCALE: 1" = 5'
CURB RAMP DETAIL 'B'
SCALE: 1" = 5'
10
PRECISE GRADING PLAN
SECTION F-F
SCALE: 1" = 10'
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0
0
0
0
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0
0
0
0
0
0
0
0
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0
0
0
0
0
0
0
0
0
0
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EF+*~~~===~~==~~==~==+f=t~~t=g±~=:J
FPC RESIDENTIAL
11 II
DocuSign Envelope ID: 94AFDCDD-E319-4BA9-825D-110AFC4D7C5D
4/2/2024
D
E
W
XX
XX
4
1
41
4
2
4
2
45
43
4
2
4
1
4
1
41
42
5
0
4
9
4
8
4
6
4
4
4
3
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
44 43
X
X
X
X
X
X
X
X
X
X
X
X
RWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRW
WWWWWWWWWW
GGGGGGGGGGGGGGGG
W
W
W
W
W
SD SD SD SD SD SD SD SD SD SD SD SD SD
SD
SD
SD
SD
SD
SD
SDSDSDSD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SDSDSDSDSDSDSDSDSD
SD
SD
SDSDSD
SDSDSDSD
SD
PROPOSED CURB RA
M
P
;
SEE DETAIL 'D' SHEET 3
BUILDING 1
45.20 FF
44.49 PAD
45.20 FF
44.49 PAD
44.30 FS
44.30 FS43.85 FS
43.85 FS
(3) 5.4" STEPS
43.30 FS 5.4"
45.20 FF
44.49 PAD
(2) 5.4" STEPS
45.20 FF
44.49 PAD
(2) 5.4" STEPS
BUILDING 1
45.20 FF
44.49 PAD
BUILDING 1
45.20 FF
44.49 PAD
43.35 FS
BU
I
L
D
I
N
G
1
1
44
.
0
5
F
F
43
.
3
4
P
A
D
BU
I
L
D
I
N
G
1
1
44
.
0
5
F
F
43
.
3
4
P
A
D
43.00 FS
44.38 FS
(2) 4.5" STEPS
44.24 FS
44.21 FS
(1) 3.4" STEP
3.
0
"
BU
I
L
D
I
N
G
1
3
45
.
1
6
F
F
44
.
4
5
P
A
D
44.88 FS
(1) 5" STEP
44.74 FS
44.54 FS
(2) 4.6" STEPS
44.40 FS
BU
I
L
D
I
N
G
1
3
45
.
1
6
F
F
44
.
4
5
P
A
D
44.34 FS
(1) 4" STEP
BU
I
L
D
I
N
G
1
3
45
.
1
6
F
F
44
.
4
5
P
A
D
42.79 FS
44.77 FS
(2) 6.1" STEPS
44.75 FS
(2) 4.4" STEPS
44.61 FS
(2) 4.7" STEPS
(1) 6" STEP
44.70 FS
4.8"
(1) 6" STEP
44.70 FS
3.
0
"
(2) 5.5" STEPS
44.24 FS
(2) 5.5" STEPS
44.08 FS
44.49 FS
(1) 6" STEP
(2) 6.3" STEPS
(2) 4.2" STEPS
43.55 FS
(1) 6" STEP
44.86 FS
(1) 4" STEP44.70 FS
(1) 6" STEP
(1) 6" STEP
44.66 FS
44.87 FS
(1) 4" STEP
44.87 FS
(1) 4" STEP
44.83 FS
(2) 6.1" STEPS
44.87 FS
(1) 4" STEP
50.25 TW
43.00 BW
42.90 FL-HP
44.49 TRW
41.48 BW
47.81 TW
44.50 BW
44.14 TG
42.31 IE
44.40 TG
42.08 IE
43.82 TG
41.68 IE
42.43 FL
42.30 FL
42.90 GFF
43.70 FL
43.07 TG
41.10 IE
43.07 TG
40.98 IE
43.07 TG
40.82 IE
44.08 TG
42.33 IE
44.08 TG
42.08 IE
44.08 TG
41.83 IE
44.30 TG
41.62 IE
44.30 TG
41.13 IE
3
9
.
3
8
I
E
44.45 TRW
41.58 BW
44.45 TRW
41.59 BW
44.45 TRW
41.33 BW
PONTO ROAD
SEE DWG 543-6
44.34 TRW
43.34 BW
44.34 TRW
43.34 BW
APN:
214-160-37
11
1
1.
5
'
2.
0
'
3
EX. PROPERTY LINE
PROPOSED PROPERTY LI
N
E
PRIVATE DRIVEWAY 'B
'
26
.
0
'
13
.
0
'
13
.
0
'
PR
I
V
A
T
E
DR
I
V
E
W
A
Y
'
C
'
26.0'
13.0'13.0'
6.
0
'
44.40 TG
41.87 IE
43.45 GFF
(3) 5.4" STEPS
43.45 GFF
43.90 GFF
43.90 GFF
44.30 GFF
44.30 GFF
46.50 FS
(3) 7.2" STEPS
44.87 FS
(1) 4" STEP
47.70 FS
(1) 6.8" STEP
44.40 TG
42.48 IE
44.10 FL
43
.
8
3
G
F
F
44.30 TG
41.37 IE
44.66 FS
(1) 6" STEP
44
.
0
8
G
F
F
44
.
4
2
G
F
F
44
.
3
3
G
F
F
(1) 4.8" STEP
44.65 FS
44.50 FS
(1) 6" STEP
43
.
9
2
G
F
F
43
.
6
7
G
F
F
(3) 4.9" STEPS
43.26 FS
46.94 TW
44.50 BW
47.61 TW
44.50 BW
48.35 TW
44.50 BW
49.39 TW
44.50 BW
8'
8'
15.1'
12.5'
12.0'
BU
I
L
D
I
N
G
1
2
44
.
9
9
F
F
44
.
2
8
P
A
D
BU
I
L
D
I
N
G
1
2
44
.
9
9
F
F
44
.
2
8
P
A
D
BU
I
L
D
I
N
G
1
2
44
.
9
9
F
F
44
.
2
8
P
A
D
46.00 FS
(2) 6.8" STEPS
44.81 FS
(2) 6.5" STEPS
48.45 FS
(3) 7.2" STEPS
48.58 TW
44.50 BW
42.7 FL
42.50 TG-LP
41.50 IE
44.49 TRW
42.98 BW
44.5 FG
44.3 FG
44
.
3
F
G
43.0 FG
40.60 IE
44.5 FG
44.5 FG
44.5 FG
44.5 FG
44.5 FG
44.5 FG
44.5 FG
43.4 FG
43.4 FG
42.6 FG
42.6 FG
42.6 FG
43.3 FG
43.3 FG
43.3 FG
44.3 FG
44.3 FG
43.2 FG
44.4 FG
44.4 FG
44.4 FG
EX POWER POLE
TO BE REMOVED
LIMITS OF
FOOTING
LIMITS OF
FOOTING
A
A
B
B
(1) 6.2" STEP
44.10 FS
11
'
43.3 FG
43.07 FG
44.28 TRW
43.16 BW44.28 TRW
43.05 BW
3.2'3.1'
3.
7
'
49.75 TW
43.81 BW
42.00 TG
41.00 IE
LIMITS OF FOOTING
44.34 TRW
43.34 BW
44.34 TRW
43.34 BW
40.77 IE
40.08 IE
39.92 IE
31
.
5
'
EX WALL TO BE
REMOVED
50.20 TW
43.00 BW
(50.97 TW)
43.08 BW
18.0'
5.
0
'
BMP-4A
PROPOSED FENCE PER
LANDSCAPE PLANS
MATCH EX. RET WALL
4
16
6
16
16
3
6
7
23 23
23
23
40
41
2
2
2
2
2
5
5
5
5
5
5
15
15
1
15
15 15
3
1
1
1
1
1
1
15
15
15
15
15
15
32
15
24
24
24
24
15 15
15
28
28
3232
5
55
55
55
55
555
55
32 32
24
28
28
32
32
32
15
28
28
34
34
34
34
34
3
4
32
32
44
43
44
PROPOSED CURB RAM
P
;
SEE DETAIL 'D' SHEET
3
CONSTRUCTION NOTES:
CONSTRUCT 6" CONCRETE CURB & GUTTER PER SDRSD G-02
CONSTRUCT ROLLED CURB & GUTTER 'TYPE-A' PER DETAIL SHEET 2
CONSTRUCT 6" PCC CURB PER SDRSD G-01
CONSTRUCT CURB & GUTTER TO ROLLED CURB TRANSITION PER SDRSD G-04B
CONSTRUCT 0" CURB PER DETAIL SHEET 2
INSTALL 4" AC OVER 9" CLASS II BASE PER STREET SECTION SHEET 4
INSTALL 4" PCC SIDEWALK PER SDRSD G-07. FINISH PER LANDSCAPE PLAN DWG NO. 573-6L
INSTALL MWS, SEE SHEETS 18 & 19 FOR ADDITIONAL DETAILS
INSTALL CURB INLET 'TYPE-B' PER SDRSD D-02, SEE STORM DRAIN PROFILE SHEETS 14-16
INSTALL SITE LIGHT PER BUILDING PLANS
CONSTRUCT 3' PCC RIBBON GUTTER PER DETAIL SHEET 2
INSTALL 1.1' THICK NO. 2 BACKING RIP-RAP ENERGY DISSIPATOR PER SDRSD D-40
CONSTRUCT STORM DRAIN CLEAN OUT 'A4' PER SDRSD D-09, SEE STORM DRAIN PROFILE SHEETS 14-16
CONSTRUCT SOUND WALL PER STRUCTURAL DETAILS SHEETS 20-22
INSTALL 12"X12" AREA DRAIN (NDS OR EQUIVALENT)
INSTALL 6" PVC STORM DRAIN, SDR-35
AMENITY AREA PER LANDSCAPE PLANS DWG NO. 573-6L
INSTALL PICKLEBALL COURT PER LANDSCAPE PLAN DWG NO. 573-6L
NOT USED
GRASSPAVE WITH ARTIFICIAL TURF, SEE SHEET 4 FOR SECTION
16.0' WIDE DOUBLE VEHICULAR ACCESS GATE, SEE LANDSCAPE PLANS DWG NO, 543-6L FOR DETAIL
CONSTRUCT CROSS GUTTER PER SDRSD G-12
INSTALL DRIVEWAY APRONS PER DETAIL SHEET 2
CONSTRUCT MASONRY RETAINING WALL W/ VINYL FENCE PER STRUCTURAL DETAIL 10 SHEET 22
CONSTRUCT MASONRY RETAINING WALL TYPE-4 PER SDRSD C-04 W/ CHAIN LINK FENCE. SEE SHEET 3
FOR POST CONNECTION DETAIL
CONSTRUCT BROW DITCH TYPE-B PER SDRSD D-75
INSTALL TRUNCATED DOMES PER SDRSD G-30
RETAINING WALL WITH VINYL FENCE PER STRUCTURAL DETAIL 11 SHEET 22
CONSTRUCT MODIFIED CATCH BASIN TYPE-'F' PER SDRSD D-07 & STRUCTURAL DETAILS SHEET 22
CONSTRUCT MASONRY RETAINING WALL TYPE-6 PER SDRSD C-06
PAVER SECTION PER DETAIL SHEET 4
CONSTRUCT MASONRY RETAINING WALL TYPE-5 PER SDRSD C-05 W/ CABLE RAILING PER CALTRANS
STANDARD DETAIL B11-47. SEE SHEET 3 FOR POST CONNECTION DETAIL
INSTALL MOW CURB DETAIL PER LANDSCAPE PLAN DWG NO. 543-6L
INSTALL 6" PVC CLEANOUT W/ TRAFFIC RATED LID (NDS OR EQUIVALENT)
CONSTRUCT 1' WIDE VEHICULAR CONCRETE BAND PER DETAIL SHEET 4. FINISH PER LANDSCAPE PLAN 573-6L
INSTALL CONCRETE PAVING PER DETAIL SHEET 4. FINISH PER LANDSCAPE PLAN 573-6L
NOT USED
COVERED SEATING AREA PER LANDSCAPE PLAN 573-6L, SHEET 6 ENLARGEMENT 'C'
CONSTRUCT TREE WELL PER DETAIL SHEET 4, 10' MATURE CANOPY DIAMETER & 48" SOIL DEPTH
CONSTRUCT TREE WELL PER DETAIL SHEET 4, 15' MATURE CANOPY DIAMETER & 48" SOIL DEPTH
CONSTRUCT MODIFIED D-25 CURB OUTLET PER DETAIL SHEET 4
CONSTRUCT MASONRY RETAINING WALL TYPE-3 PER SDRSD C-03
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
MONUMENT NOTES:
EXISTING STREET CENTERLINE MONUMENT PER M-10, ROS 23910. PROTECT IN
PLACE.
11
GENERAL NOTES:
1. PUBLIC UTILITIES SHOWN FOR REFERENCE ONLY.
FOR MORE INFORMATION ON PUBLIC UTILITIES SEE DWG 543-6.
2. FOR STORM DRAIN PROFILES SEE SHEETS 14-16, THIS SET
EASEMENT NOTES:
INDICATES AN EASEMENT FOR PUBLIC STREET AND UTILITY
PURPOSES FOR PORTIONS OF PONTO ROAD TO THE PUBLIC,
DEDICATED PER PM_____
1
INDICATES AN EASEMENT FOR CLEAR SPACE PURPOSES TO THE CITY
OF CARLSBAD DEDICATED PER PM____
3
2.0'
CLEAR SPACE
ESMT.
BLDG 1
45.20 FF
44.49 PAD
4.8'
EX. PL
PROP. PL
EXISTING GROUND
PROPOSED SURFACE
PROPOSED
RETAINING WALL
FALL PROTECTION FENCE
PER CABLE RAILING
DETAIL SHEET 3
PR
O
P
E
R
T
Y
L
I
N
E
BLDG 1
44.30 GFF
13.5'
0.5'
2.6'
3.7%
12.3%
2:1
2.4'
FENCE PER
LANDSCAPE PLANS
42.80 FL
42.97 FGEXISTING GROUND
PROPOSED SURFACE
EX WALL TO BE REMOVED
M
A
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
8 &
9
MATCHLINE SEE SHEET 12
GRAPHIC SCALE: 1" = 10'
0 10 20 30
REVISION DESCRIPTION CITY APPROVAL
INITIALDATE
ENGINEER OF WORK
INITIALDATE
ENGINEERING DEPARTMENT
DRAWING NO.PROJECT NO.
CHKD BY:
DWN BY:
APPROVED:
DATE INITIAL
RVWD BY:
"AS BUILT"
DATE
INSPECTOR DATE
REVIEWED BY:
P.E.EXP.
1
ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24
JASON S. GELDERT
DATE
OTHER APPROVAL
SHEETSSHEET
GRADING PLANS FOR:
J:\ACTIVE JOBS\3754 FENTON-PONTO RD\CIVIL\DRAWING\GRADING PLANS
22
SDP 2022-0003
GR 2023-0029
543-6ADATE
03/20/2024
TYLER G. LAWSON R.C.E. NO. 80356 EXP. 12/31/2024
11
PRECISE GRADING PLAN
SECTION B-B
SCALE: 1"=10' HORZ
SECTION A-A
SCALE: 1"=10'
I
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C
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0
0
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0
0 --/ , I
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0
0
·---.....::
/ / ,-
/ , I---------0 ~ ' ~ , ' --" 0
' . 0
0
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0
0
0
0
0
0
0
----. ' -" ~",
1 -II " ------"
-~\ -
0
I
0
-
I
0
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0
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0
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-0 ~~ 0
0
0
0
0
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0
0
0
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0
0
0
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-□ICITY OF CARLSBAD ID
FPC RESIDENTIAL
I\
I 11 II I
DocuSign Envelope ID: 94AFDCDD-E319-4BA9-825D-110AFC4D7C5D
4/2/2024
CONSTRUCTION NOTES:
CONSTRUCT 6" CONCRETE CURB & GUTTER PER SDRSD G-02
CONSTRUCT ROLLED CURB & GUTTER 'TYPE-A' PER DETAIL SHEET 2
CONSTRUCT 6" PCC CURB PER SDRSD G-01
CONSTRUCT CURB & GUTTER TO ROLLED CURB TRANSITION PER SDRSD G-04B
CONSTRUCT 0" CURB PER DETAIL SHEET 2
INSTALL 4" AC OVER 9" CLASS II BASE PER STREET SECTION SHEET 4
INSTALL 4" PCC SIDEWALK PER SDRSD G-07. FINISH PER LANDSCAPE PLAN DWG NO. 573-6L
INSTALL MWS, SEE SHEETS 18 & 19 FOR ADDITIONAL DETAILS
INSTALL CURB INLET 'TYPE-B' PER SDRSD D-02, SEE STORM DRAIN PROFILE SHEETS 14-16
INSTALL SITE LIGHT PER BUILDING PLANS
CONSTRUCT 3' PCC RIBBON GUTTER PER DETAIL SHEET 2
INSTALL 1.1' THICK NO. 2 BACKING RIP-RAP ENERGY DISSIPATOR PER SDRSD D-40
CONSTRUCT STORM DRAIN CLEAN OUT 'A4' PER SDRSD D-09, SEE STORM DRAIN PROFILE SHEETS 14-16
CONSTRUCT SOUND WALL PER STRUCTURAL DETAILS SHEETS 20-22
INSTALL 12"X12" AREA DRAIN (NDS OR EQUIVALENT)
INSTALL 6" PVC STORM DRAIN, SDR-35
AMENITY AREA PER LANDSCAPE PLANS DWG NO. 573-6L
INSTALL PICKLEBALL COURT PER LANDSCAPE PLAN DWG NO. 573-6L
NOT USED
GRASSPAVE WITH ARTIFICIAL TURF, SEE SHEET 4 FOR SECTION
16.0' WIDE DOUBLE VEHICULAR ACCESS GATE, SEE LANDSCAPE PLANS DWG NO, 543-6L FOR DETAIL
CONSTRUCT CROSS GUTTER PER SDRSD G-12
INSTALL DRIVEWAY APRONS PER DETAIL SHEET 2
CONSTRUCT MASONRY RETAINING WALL W/ VINYL FENCE PER STRUCTURAL DETAIL 10 SHEET 22
CONSTRUCT MASONRY RETAINING WALL TYPE-4 PER SDRSD C-04 W/ CHAIN LINK FENCE. SEE SHEET 3
FOR POST CONNECTION DETAIL
CONSTRUCT BROW DITCH TYPE-B PER SDRSD D-75
INSTALL TRUNCATED DOMES PER SDRSD G-30
RETAINING WALL WITH VINYL FENCE PER STRUCTURAL DETAIL 11 SHEET 22
CONSTRUCT MODIFIED CATCH BASIN TYPE-'F' PER SDRSD D-07 & STRUCTURAL DETAILS SHEET 22
CONSTRUCT MASONRY RETAINING WALL TYPE-6 PER SDRSD C-06
PAVER SECTION PER DETAIL SHEET 4
CONSTRUCT MASONRY RETAINING WALL TYPE-5 PER SDRSD C-05 W/ CABLE RAILING PER CALTRANS
STANDARD DETAIL B11-47. SEE SHEET 3 FOR POST CONNECTION DETAIL
INSTALL MOW CURB DETAIL PER LANDSCAPE PLAN DWG NO. 543-6L
INSTALL 6" PVC CLEANOUT W/ TRAFFIC RATED LID (NDS OR EQUIVALENT)
CONSTRUCT 1' WIDE VEHICULAR CONCRETE BAND PER DETAIL SHEET 4. FINISH PER LANDSCAPE PLAN 573-6L
INSTALL CONCRETE PAVING PER DETAIL SHEET 4. FINISH PER LANDSCAPE PLAN 573-6L
NOT USED
COVERED SEATING AREA PER LANDSCAPE PLAN 573-6L, SHEET 6 ENLARGEMENT 'C'
CONSTRUCT TREE WELL PER DETAIL SHEET 4, 10' MATURE CANOPY DIAMETER & 48" SOIL DEPTH
CONSTRUCT TREE WELL PER DETAIL SHEET 4, 15' MATURE CANOPY DIAMETER & 48" SOIL DEPTH
CONSTRUCT MODIFIED D-25 CURB OUTLET PER DETAIL SHEET 4
CONSTRUCT MASONRY RETAINING WALL TYPE-3 PER SDRSD C-03
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
MONUMENT NOTES:
FD 3/4" IRON PIPE & DISK, RCE 13817, (CALLS FOR OPEN PIPE), DOWN 1.25',
PER PM 20899, PM 4383.
5
GENERAL NOTES:
1. PUBLIC UTILITIES SHOWN FOR REFERENCE ONLY.
FOR MORE INFORMATION ON PUBLIC UTILITIES SEE DWG 543-6.
2. FOR STORM DRAIN PROFILES SEE SHEETS 14-16, THIS SET
EASEMENTS OF RECORD:
SOUTHERN COUNTIES GAS COMPANY OF CALIFORNIA, EASEMENT FOR
PUBLIC UTILITIES, RECORDED SEPTEMBER 21, 1946, BOOK 2239, PAGE
239, OFFICIAL RECORDS.
SOUTHERN CALIFORNIA TELEPHONE COMPANY, EASEMENT FOR PUBLIC
UTILITIES, RECORDED FEBRUARY 26, 1942, BOOK 1318, PAGE 159,
OFFICIAL RECORDS QUITCLAIMED PER DOC. NO. 2024-0010060
RECORDED: JANUARY 12, 2024.
SAN DIEGO GAS & ELECTRIC COMPANY, EASEMENT FOR PUBLIC
UTILITIES, RECORDED OCTOBER 22, 1962, INSTRUMENT NO. 181231,
OFFICIAL RECORDS.
1
2
3
X
X X
OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE
OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE
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
48
46
47
42
43
48
44
45
46
47
42
43
44
45
42
43
44
45
46
39
40
41
42
43
44
45
45
41
42
43
44
45
4
0
44
40
41
42
43
41
4
0
41
40
4
7
48
46 47
45
42
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
XXX
X
X
X
X
XXXXXXXXX
X
X
X
X
X
X X X X X X X X
X
X
GGGGGGGGGGGGGGGGGGGG
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
44.05 FS
BU
I
L
D
I
N
G
1
1
44
.
0
5
F
F
43
.
3
4
P
A
D
BU
I
L
D
I
N
G
1
1
44
.
0
5
F
F
43
.
3
4
P
A
D
43.80 FS
BU
I
L
D
I
N
G
1
2
44
.
9
9
F
F
44
.
2
8
P
A
D
44.99 FS
44.79 FS
3.
0
"
45.16 FS
BU
I
L
D
I
N
G
1
3
45
.
1
6
F
F
44
.
4
5
P
A
D
44
.
7
5
G
F
F
46.50 F
S
46.50 FS
46.50 F
S
45.30 G
F
F
45.30 G
F
F
45.70 F
S
45.70 F
S
45.70 F
S
BUILDIN
G
2
1
47.00 F
F
46.29 P
A
D
BUILDIN
G
2
2
46.50 FF
45.79 P
A
D
BUILDIN
G
2
3
45.70 FF
44.99 P
A
D
BUILDIN
G
2
3
45.70 F
F
44.99 P
A
D
4.
0
"
4
6
.
5
0
F
F
4
5
.
7
0
F
F
(
1
)
4
.
2
"
S
T
E
P
44.99 FF
44.05 FF
43.07 TG
41.35 IE
43.3 FG
44.08 TG
42.58 IE
44.3 FG
44.30 TG
41.86 IE
44.4 FG
44.45 TRW
41.44 BW
44.45 TRW
41.80 BW
44.75 TG
41.38 IE
45.0 FG
44.64 T
G
41.17 IE
45.0 FG
45.55 T
G
41.05 IE
45.8 FG
45.43 T
G
40.83 IE
45.8 FG
46.05 T
G
40.71 IE
46.3 FG
46.3 FG
WARNING!!!
EX 12" HP GAS MAIN
SEE SPECIAL NOTES SHEET 2
45.70 FF
45.70 FF
46.50 FF
(1) 6" STEP
46.00 FS
(1) 4.5" STEP
46.50 FF
47.00 FF
(1) 6" STEP
44.34 TRW
43.34 BW
4
0
.
0
0
F
L
4
2
.
0
0
F
L
4
7
.
0
0
F
L
-
H
P
4
5
.
0
0
F
L
5
3
.
8
0
T
G
F
4
9
.
8
0
T
W
4
7
.
4
9
T
R
W
4
6
.
3
0
B
W
5
3
.
3
0
T
G
F
4
9
.
3
0
T
W
4
5
.
8
0
T
R
W
4
5
.
0
0
B
W
5
0
.
4
0
T
G
F
4
6
.
4
0
T
W
4
4
.
6
0
T
R
W
4
2
.
0
0
B
W
39.00 FL
4.0'
4.0'
4.0'
NORTH
C
O
U
N
T
Y
TRANS
I
T
D
E
V
E
L
O
P
M
E
N
T
5
APN:
214-160-37
15
.
0
'
2
3
.
0
'
PRIVAT
E
D
R
I
V
E
W
A
Y
'
C
'
10
.
0
'
1
1
2
.
0
'
3
45.16 FF
45.30 G
F
F
(1) 4.8"
S
T
E
P
45.30 F
S
(1) 4.1"
S
T
E
P
45.38 FS
(1) 4.0
"
S
T
E
P
46.17 F
S
(1) 5" S
T
E
P
46.08 F
S
46.08 G
F
F
46.08 G
F
F
46.08 G
F
F
44
.
5
8
G
F
F
44
.
3
3
G
F
F
6
.
5
'
26.0'
13.0'13.0'
PL
PL
1
5
'
1
5
'
1
5
'
1
5
'
1
5
'
12.0'
BU
I
L
D
I
N
G
1
2
44
.
9
9
F
F
44
.
2
8
P
A
D
44.15 FS
43.89 FS
44.10 FS
42.03 FG
44.18 FS
44.04 FS
44.46 FS
44.20 FS
44.43 FS
44.33 FS
44.34 FS
43.77 TG
41.79 IE
43.56 T
G
41.57
I
E
44.35 TW
42.20 BW
44.53 TW
43.30 BW
5
0
.
8
5
T
G
F
4
6
.
8
5
T
W
4
4
.
8
5
T
R
W
4
3
.
1
9
B
W
44.0 FG 4.
0
'
43.10 TG
41.60 IE
43.3 FG
44.3 FG
45.1 FG
44.20 TG
42.7 IE
44.4 FG
45.0 FG
4.8"
BUILDIN
G
2
2
46.50 F
F
45.79 P
A
D
45.0 FG
5.0"
16
.
0
'
SD
G
E
A
C
C
E
S
S
R
O
A
D
EX POW
E
R
P
O
L
E
T
O
BE REM
O
V
E
D
45.8 FG
45.0 FG
45.43 FS
45.0 FG
EX 78" R
C
P
S
T
O
R
M
D
R
A
I
N
EX 42"
R
C
P
S
T
O
R
M
D
R
A
I
N
EX 18"
R
C
P
S
T
O
R
M
D
R
A
I
N
EX CAT
C
H
B
A
S
I
N
TYPE 'F
'
W
/
G
R
A
T
E
41.0 TG
EX MOD
.
C
.
O
.
T
Y
P
E
"
A
8
"
10.
0
'
4.0
'
6.0
'
44.75 TG
43.25 IE
C
C
D
D
44.15 TW
42.05 BW
4.0
'
43.99 FS
44.45 TRW
41.87 BW
4
.
5
'
4
.
5
'
6
.
6
'
1
6
.
2
'
3.2'3.2'
LIMITS OF FOOTING
LIMITS OF FOOTING
LIMITS
O
F
F
O
O
T
I
N
G
LIMITS OF FOOTING
44.4 FG
5
2
.
5
0
T
G
F
4
8
.
5
0
T
W
4
5
.
0
0
T
R
W
4
1
.
2
0
B
W
5
0
.
3
0
T
G
F
4
6
.
3
0
T
W
4
4
.
3
0
T
R
W
4
4
.
3
0
B
W
44.15 FS
(
1
)
4
.
1
"
S
T
E
P
44.34 TRW
43.34 BW
45.20 FS
44.91
F
S
1.
0
'
1.0'
5
3
.
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36
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SEE DETAIL 'B'
THIS SHEET
45
44
SEE DETAIL 'A'
THIS SHEET
PRIVAT
E
D
R
I
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E
C
45.08 TC
44.58 FL
27
44.93 TC
44.43 FL
44.58 FS44.76 FS
44.76 FS44.87 FS
44.87 FS
5
44.78 FS
44.75 FS
44.84 FS
44.84 FS 44.90 FS
44.90 FS
27
5
PR
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PR
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EXISTING GROUND
PROPOSED SURFACE
EX 12" HP GAS MAIN
PR
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5.0'
GAS MAIN ESMT
EXISTING GROUND
44.45 TW
42.67 BW
PROPOSED DRIVEABLE PICKLEBALL
COURT FOR SDG&E ACCESS
PROPOSED RETAINING WALL
X
CHAINLINK FENCE PER
LANDSCAPE PLANS
PR
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44.99 PAD 1.0'
7.4'
12.0'
GAS & ELEC ESMT.
TRW PER PLAN
BROW DITCH TYPE-B
PER D-75
PROPOSED
GRADE
EXISTING GRADE
STRUCTURAL SOUND/ RETAINING
WALL PER SHEETS 20-21
PROPOSED 6" PVC
STORM DARIN
BW PER PLAN
TW PER PLAN
TGF PER PLAN
GLASS FENCE PER
LANDSCAPE PLANS
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13
REVISION DESCRIPTION CITY APPROVAL
INITIALDATE
ENGINEER OF WORK
INITIALDATE
ENGINEERING DEPARTMENT
DRAWING NO.PROJECT NO.
CHKD BY:
DWN BY:
APPROVED:
DATE INITIAL
RVWD BY:
"AS BUILT"
DATE
INSPECTOR DATE
REVIEWED BY:
P.E.EXP.
1
ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24
JASON S. GELDERT
DATE
OTHER APPROVAL
SHEETSSHEET
GRADING PLANS FOR:
J:\ACTIVE JOBS\3754 FENTON-PONTO RD\CIVIL\DRAWING\GRADING PLANS
22
SDP 2022-0003
GR 2023-0029
543-6ADATE
03/20/2024
TYLER G. LAWSON R.C.E. NO. 80356 EXP. 12/31/2024
MATCHLINE SEE SHEET 11
GRAPHIC SCALE: 1" = 10'
0 10 20 30
CURB RAMP DETAIL 'A'
SCALE: 1" = 5'
CURB RAMP DETAIL 'B'
SCALE: 1" = 5'
12
PRECISE GRADING PLAN
SECTION C-C
SCALE: 1" = 10'
SECTION D-D
SCALE: 1" = 10'
SECTION E-E
SCALE: 1" = 10'
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44.42FS
44.49FS
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FPC RESIDENTIAL
11 II
DocuSign Envelope ID: 94AFDCDD-E319-4BA9-825D-110AFC4D7C5D
4/2/2024
CONSTRUCTION NOTES:
CONSTRUCT 6" CONCRETE CURB & GUTTER PER SDRSD G-02
CONSTRUCT ROLLED CURB & GUTTER 'TYPE-A' PER DETAIL SHEET 2
CONSTRUCT 6" PCC CURB PER SDRSD G-01
CONSTRUCT CURB & GUTTER TO ROLLED CURB TRANSITION PER SDRSD G-04B
CONSTRUCT 0" CURB PER DETAIL SHEET 2
INSTALL 4" AC OVER 9" CLASS II BASE PER STREET SECTION SHEET 4
INSTALL 4" PCC SIDEWALK PER SDRSD G-07. FINISH PER LANDSCAPE PLAN DWG NO. 573-6L
INSTALL MWS, SEE SHEETS 18 & 19 FOR ADDITIONAL DETAILS
INSTALL CURB INLET 'TYPE-B' PER SDRSD D-02, SEE STORM DRAIN PROFILE SHEETS 14-16
INSTALL SITE LIGHT PER BUILDING PLANS
CONSTRUCT 3' PCC RIBBON GUTTER PER DETAIL SHEET 2
INSTALL 1.1' THICK NO. 2 BACKING RIP-RAP ENERGY DISSIPATOR PER SDRSD D-40
CONSTRUCT STORM DRAIN CLEAN OUT 'A4' PER SDRSD D-09, SEE STORM DRAIN PROFILE SHEETS 14-16
CONSTRUCT SOUND WALL PER STRUCTURAL DETAILS SHEETS 20-22
INSTALL 12"X12" AREA DRAIN (NDS OR EQUIVALENT)
INSTALL 6" PVC STORM DRAIN, SDR-35
AMENITY AREA PER LANDSCAPE PLANS DWG NO. 573-6L
INSTALL PICKLEBALL COURT PER LANDSCAPE PLAN DWG NO. 573-6L
NOT USED
GRASSPAVE WITH ARTIFICIAL TURF, SEE SHEET 4 FOR SECTION
16.0' WIDE DOUBLE VEHICULAR ACCESS GATE, SEE LANDSCAPE PLANS DWG NO, 543-6L FOR DETAIL
CONSTRUCT CROSS GUTTER PER SDRSD G-12
INSTALL DRIVEWAY APRONS PER DETAIL SHEET 2
CONSTRUCT MASONRY RETAINING WALL W/ VINYL FENCE PER STRUCTURAL DETAIL 10 SHEET 22
CONSTRUCT MASONRY RETAINING WALL TYPE-4 PER SDRSD C-04 W/ CHAIN LINK FENCE. SEE SHEET 3
FOR POST CONNECTION DETAIL
CONSTRUCT BROW DITCH TYPE-B PER SDRSD D-75
INSTALL TRUNCATED DOMES PER SDRSD G-30
RETAINING WALL WITH VINYL FENCE PER STRUCTURAL DETAIL 11 SHEET 22
CONSTRUCT MODIFIED CATCH BASIN TYPE-'F' PER SDRSD D-07 & STRUCTURAL DETAILS SHEET 22
CONSTRUCT MASONRY RETAINING WALL TYPE-6 PER SDRSD C-06
PAVER SECTION PER DETAIL SHEET 4
CONSTRUCT MASONRY RETAINING WALL TYPE-5 PER SDRSD C-05 W/ CABLE RAILING PER CALTRANS
STANDARD DETAIL B11-47. SEE SHEET 3 FOR POST CONNECTION DETAIL
INSTALL MOW CURB DETAIL PER LANDSCAPE PLAN DWG NO. 543-6L
INSTALL 6" PVC CLEANOUT W/ TRAFFIC RATED LID (NDS OR EQUIVALENT)
CONSTRUCT 1' WIDE VEHICULAR CONCRETE BAND PER DETAIL SHEET 4. FINISH PER LANDSCAPE PLAN 573-6L
INSTALL CONCRETE PAVING PER DETAIL SHEET 4. FINISH PER LANDSCAPE PLAN 573-6L
NOT USED
COVERED SEATING AREA PER LANDSCAPE PLAN 573-6L, SHEET 6 ENLARGEMENT 'C'
CONSTRUCT TREE WELL PER DETAIL SHEET 4, 10' MATURE CANOPY DIAMETER & 48" SOIL DEPTH
CONSTRUCT TREE WELL PER DETAIL SHEET 4, 15' MATURE CANOPY DIAMETER & 48" SOIL DEPTH
CONSTRUCT MODIFIED D-25 CURB OUTLET PER DETAIL SHEET 4
CONSTRUCT MASONRY RETAINING WALL TYPE-3 PER SDRSD C-03
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
MONUMENT NOTES:
FD 1/2" REBAR & CAP, DOWN .1, ILLEGIBLE, PER PM 20899, ROS 12926.
FD 3/4" IRON PIPE & DISK, RCE 7604, FLUSH, PER PM 20899, ROS 12926, PM
4383.
3
4
GENERAL NOTES:
1. PUBLIC UTILITIES SHOWN FOR REFERENCE ONLY.
FOR MORE INFORMATION ON PUBLIC UTILITIES SEE DWG 543-6.
2. FOR STORM DRAIN PROFILES SEE SHEETS 14-16, THIS SET
EASEMENTS OF RECORD:
SOUTHERN COUNTIES GAS COMPANY OF CALIFORNIA, EASEMENT FOR
PUBLIC UTILITIES, RECORDED SEPTEMBER 21, 1946, BOOK 2239, PAGE
239, OFFICIAL RECORDS.
SOUTHERN CALIFORNIA TELEPHONE COMPANY, EASEMENT FOR PUBLIC
UTILITIES, RECORDED FEBRUARY 26, 1942, BOOK 1318, PAGE 159,
OFFICIAL RECORDS QUITCLAIMED PER DOC. NO. 2024-0010060
RECORDED: JANUARY 12, 2024.
SAN DIEGO GAS & ELECTRIC COMPANY, EASEMENT FOR PUBLIC
UTILITIES, RECORDED OCTOBER 22, 1962, INSTRUMENT NO. 181231,
OFFICIAL RECORDS.
1
2
3
OEOEOE OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OEOEOE
X
X
X
X
X
X
XXXXX
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
44
40
41
42
43
X
X
XXXXXXXXXX
SD
44
45
46
44.80 TW
43.77 BW
45.10 TW
43.02 BW
4
4
.
0
0
F
L
APN:
214-160-37
NORTH
C
O
U
N
T
Y
TRANS
I
T
D
E
V
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L
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P
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T
4
3
1
2.
0
'
12
.
0
'
3
15
.
0
'
2
PL
EX OVERHEAD ELECTRIC
LINES TO REMAIN
EX POWER POLE
TO REMAIN
42.94 FS
45.06 FS
46.07 FG
42.80 FG
42.02 T
G
40.52 IE
47
48
46
45
47
48
40 41 42 43
4445 46
LIMITS OF FOOTING
44.71 FS
46.20 FG
4
5
.
3
5
F
L
45.8 FG
46.0 FG
CHAIN LINK FENCE PER
LANDSCAPE PLAN DWG
NO. 543-6L
47.00 FG
5
2
.
1
0
T
G
F
4
8
.
1
0
T
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4
6
.
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0
T
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2
.
9
0
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3
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6
.
3
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T
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6
.
0
0
B
W
1.
0
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1.
0
'
1.0'
E
N
D
D
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T
A
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L
8
,
S
H
T
.
2
1
4" PER
F
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A
T
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D
P
V
C
WALL S
U
B
D
R
A
I
N
(
T
Y
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)
17
20
16
35
35
35
25
25
2
6
2
6
15
1
4
1
4
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A
T
C
H
L
I
N
E
S
E
E
S
H
E
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T
S
11
&
12
REVISION DESCRIPTION CITY APPROVAL
INITIALDATE
ENGINEER OF WORK
INITIALDATE
ENGINEERING DEPARTMENT
DRAWING NO.PROJECT NO.
CHKD BY:
DWN BY:
APPROVED:
DATE INITIAL
RVWD BY:
"AS BUILT"
DATE
INSPECTOR DATE
REVIEWED BY:
P.E.EXP.
1
ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24
JASON S. GELDERT
DATE
OTHER APPROVAL
SHEETSSHEET
GRADING PLANS FOR:
J:\ACTIVE JOBS\3754 FENTON-PONTO RD\CIVIL\DRAWING\GRADING PLANS
22
SDP 2022-0003
GR 2023-0029
543-6ADATE
03/20/2024
TYLER G. LAWSON R.C.E. NO. 80356 EXP. 12/31/2024
GRAPHIC SCALE: 1" = 10'
0 10 20 30
13
PRECISE GRADING PLAN
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0
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0
0
0
0
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0
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CII CITY OF CARLSBAD ID
FPC RESIDENTIAL
11 II
DocuSign Envelope ID: 94AFDCDD-E319-4BA9-825D-110AFC4D7C5D
4/2/2024
NO.
PLAN VIEW: STORM DRAIN LINE A
SCALE 1"=20'
BEARING/DELTA LENGTH RADIUS
PRIVATE STORM DRAIN DATA TABLE
N 85° 59' 04" E 5.67'
COMMENTS
12" HDPE
GRAPHIC SCALE: 1" = 20'
0 20 40 60
PLAN VIEW: STORM DRAIN LINE B-1
SCALE 1"=20'
1
N 04° 00' 56" W 17.42'12" HDPE2
N 85° 59' 04" E 40.98'12" HDPE3
S 04°00'56" E 27.14'12" HDPE4
S 56° 56' 50" W 14.51'24" HDPE5
S 04° 00' 56" E 28.30'6
Δ 07° 37' 12" 26.61'7
S 11° 38' 16" E 70.15'8
9
S 14° 34' 55" E 20.07'10
200.00'
Δ 02° 56' 24" 15.42' 300.00'
REVISION DESCRIPTION CITY APPROVAL
INITIALDATE
ENGINEER OF WORK
INITIALDATE
ENGINEERING DEPARTMENT
DRAWING NO.PROJECT NO.
CHKD BY:
DWN BY:
APPROVED:
DATE INITIAL
RVWD BY:
"AS BUILT"
DATE
INSPECTOR DATE
REVIEWED BY:
P.E.EXP.
1
ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24
JASON S. GELDERT
DATE
OTHER APPROVAL
SHEETSSHEET
GRADING PLANS FOR:
J:\ACTIVE JOBS\3754 FENTON-PONTO RD\CIVIL\DRAWING\GRADING PLANS
22
SDP 2022-0003
GR 2023-0029
543-6ADATE
03/20/2024
TYLER G. LAWSON R.C.E. NO. 80356 EXP. 12/31/2024
14
STORM DRAIN PLAN & PROFILE
10+00
30
10+00
40
50
30
40
50
11+00 12+00
PROFILE VIEW: STORM DRAIN LINE A
SCALE 1"=20' HORIZONTAL ;
1"=4' VERTICAL
PROFILE VIEW: STORM DRAIN LINE B-1
SCALE 1"=20' HORIZONTAL ;
1"=4' VERTICAL
40
30
24" HDPE
24" HDPE
24" HDPE
24" HDPE
24" HDPE
SD LATERAL B
SEE SHEET 15
40.10 39.95 39.1
TB=41.33
FL=40.93
40
X
SD
SDSDSD
SD
SD
SD
SD
SD
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2.0'
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90° BEND
STA: 10+03.83
BMP 3
MWS-L-4-6-6'-8"-V
STA: 9+98.16
PVT DRIVE A
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BC
ST
A
:
1
1
+
8
0
.
3
0
EC
ST
A
:
1
1
+
1
0
.
1
5
BC
ST
A
:
1
0
+
8
3
.
5
4
12+24
9+88 10+00
11+00
12+00
PV
T
D
R
I
V
E
A
SD LINE B-1
TYPE A-4 C.O.
STA: 10+53.99
SD LINE A
BMP 4
MWS-L-8-12-8'-2"-V
STA: 10+32.72
SD LATERAL B
SEE SHEET 15
PVT DRIVE B
PV
T
D
R
I
V
E
D
4
5
6
7
8 9
CI
T
Y
P
E
-
'
B
'
,
L
=
1
0
'
ST
A
:
1
0
+
0
0
.
9
1
10
6" PVC SD
6" PVC SD
6" PVC SD
STA: 10+18.45
CONNECT 6" PVC INTO
18" HDPE WITH 6"X18"
WYE REDUCER
TY
P
E
A
-
4
C
.
O
.
ST
A
:
1
2
+
1
6
.
5
4
BMP 2
EASEMENT NOTES:
INDICATES AN EASEMENT FOR PUBLIC STREET AND UTILITY
PURPOSES FOR PORTIONS OF PONTO ROAD TO THE PUBLIC,
DEDICATED PER PM_____
INDICATES AN EASEMENT FOR WATER PURPOSES TO CARLSBAD
MUNICIPAL WATER DISTRICT, DEDICATED PER PM____
INDICATES AN EASEMENT FOR CLEAR SPACE PURPOSES TO THE CITY
OF CARLSBAD DEDICATED PER PM____
1
2
3
4'
C
O
T
Y
P
E
-
'
A
'
RI
M
=
4
1
.
2
6
ST
A
1
0
+
6
4
.
2
2
4'
C
O
T
Y
P
E
-
'
A
'
RI
M
=
4
0
.
8
1
ST
A
1
0
+
2
1
.
2
4
L=40.98'
~
1
2
"
H
D
P
E
,
S=5.68
%
12
"
I
E
(
I
N
)
:
3
3
.
3
7
12
"
I
E
(
O
U
T
)
:
3
3
.
0
4
12
"
I
E
(
I
N
)
:
3
0
.
7
1
24
"
I
E
(
I
N
)
:
3
0
.
7
1
24
"
I
E
(
O
U
T
)
:
3
0
.
3
8
IE=33.43
8" PVC SWR
EXISTING SURFACE AT
CENTERLINE OF PIPE
FINISHED SURFACE AT
CENTERLINE OF PIPE
TP=37.67
4" PVC WTR
TP=36.63
8" PVC FIRE
MW
S
-
L
-
4
-
6
-
V
RI
M
=
4
1
.
0
4
ST
A
9
+
9
8
.
1
6
12
"
I
E
(
O
U
T
)
:
3
4
.
5
2
L=23.09'
12" HDPE
S=5.00%
1.
1
'
IE
=
3
4
.
2
4
ST
A
:
1
0
+
0
3
.
8
3
Q100=0.20 CF
S
V100 =4.54 FP
S
Q100=0.20 C
F
S
V100 =4.30 FP
S
1
2
3
1.
2
'
HGL
HGL
4'
C
O
T
Y
P
E
-
'
A
'
RI
M
=
4
1
.
2
6
ST
A
1
0
+
5
3
.
9
9
12
"
I
E
(
I
N
)
:
3
0
.
7
1
24
"
I
E
(
I
N
)
:
3
0
.
7
1
24
"
I
E
(
O
U
T
)
:
3
0
.
3
8
IE=32.85
8" PVC SWR
35
.
9
0
IE
(
I
N
)
EXISTING SURFACE AT
CENTERLINE OF PIPE
FINISHED SURFACE AT
CENTERLINE OF PIPE
33
.
2
0
IE
(
O
U
T
)
TP=37.58
4" PVC WTR
TP=36.55
8" PVC FIRE
MW
S
-
L
-
8
-
1
2
-
V
ST
A
:
1
0
+
3
2
.
7
2
RI
M
=
4
1
.
5
9
IE=37.50
6" PVC SD
IE
=
3
6
.
6
7
6"
P
V
C
S
D
IE
=
3
9
.
0
8
6"
P
V
C
S
D
L=160.55' ~ 24" HDPE, S=0.76%
4'
C
O
T
Y
P
E
-
'
A
'
RI
M
=
3
9
.
6
4
ST
A
1
2
+
1
6
.
5
4
24
"
I
E
(
I
N
)
:
2
9
.
1
6
24
"
I
E
(
I
N
)
:
2
9
.
1
6
24
"
I
E
(
O
U
T
)
:
2
8
.
8
3
CI
T
Y
P
E
'
B
'
L
=
1
0
'
RI
M
=
4
1
.
9
3
ST
A
1
0
+
0
0
.
9
1
12
"
I
E
(
O
U
T
)
:
3
6
.
4
2
L=27.14'
12" HDPE
S=1.92%1.
5
'
Q100=5.61 CFS
V100 =5.37 FPS
Q
10
0
=5
.
4
5
C
F
S
V
10
0
=1
2
.
9
7
F
P
S
Q100=3.69 CFS
V100 =6.93 FPS
BC
,
I
E
=
3
0
.
1
7
ST
A
:
1
0
+
8
3
.
5
4
EC
,
I
E
=
2
9
.
9
7
ST
A
:
1
1
+
1
0
.
1
5
4
5
6 7
BC
,
I
E
=
2
9
.
4
4
ST
A
:
1
1
+
8
0
.
3
0
EC
,
I
E
=
2
9
.
3
2
ST
A
:
1
1
+
9
5
.
7
2
8 9 10
L=14.51'
24" HDPE
S=17.16%
1.
0
'
HGL
HGL
- - - -----------------------------------------------------------------------------------· --------------------------------
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E~~f+=~i+=~===~===~~==~~==~~==~==+f===tj===t~=~~~==i~ CII CITY OF CARLSBAD ID
FPC RESIDENTIAL
11 II
DocuSign Envelope ID: 94AFDCDD-E319-4BA9-825D-110AFC4D7C5D
4/2/2024
PLAN VIEW: STORM DRAIN LINE B-2
SCALE 1"=20'
PLAN VIEW: STORM DRAIN LATERAL B
SCALE 1"=20'
NO.BEARING/DELTA LENGTH RADIUS
PRIVATE STORM DRAIN DATA TABLE
S 89° 07' 32" E 8.95'
COMMENTS
12" HDPE1
S 00° 52' 35" W 13.50'18" HDPE2
S 89° 07' 25" E 31.38'18" HDPE3
4
N 68° 17' 55" E 18.27'18" HDPE5
N 14° 34' 51" W 9.33'12" HDPE6
S 75° 25' 05" W 13.60'7
S 14° 34' 55" E 26.44'8
GRAPHIC SCALE: 1" = 20'
0 20 40 60
REVISION DESCRIPTION CITY APPROVAL
INITIALDATE
ENGINEER OF WORK
INITIALDATE
ENGINEERING DEPARTMENT
DRAWING NO.PROJECT NO.
CHKD BY:
DWN BY:
APPROVED:
DATE INITIAL
RVWD BY:
"AS BUILT"
DATE
INSPECTOR DATE
REVIEWED BY:
P.E.EXP.
1
ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24
JASON S. GELDERT
DATE
OTHER APPROVAL
SHEETSSHEET
GRADING PLANS FOR:
J:\ACTIVE JOBS\3754 FENTON-PONTO RD\CIVIL\DRAWING\GRADING PLANS
22
SDP 2022-0003
GR 2023-0029
543-6ADATE
03/20/2024
TYLER G. LAWSON R.C.E. NO. 80356 EXP. 12/31/2024
15
STORM DRAIN PLAN & PROFILE
10+00
PROFILE VIEW: STORM DRAIN LINE B-2
SCALE 1"=20' HORIZONTAL ;
1"=4' VERTICAL
PROFILE VIEW: STORM DRAIN LATERAL B
SCALE 1"=20' HORIZONTAL ;
1"=4' VERTICAL
10+00 11+00
30
40
50
30
40
50
30
40
50
Δ 22° 34' 48" 19.74'18" HDPE50.00'
9
N 00° 52' 35" E 71.99'10
Δ 60° 22' 48" 26.46' 23.00'
24" HDPE
24" HDPE
24" HDPE
24" HDPE
SD LINES IN PONTO DR.
PER SEPARATE PERMIT;
SEE DWG 543-6
EX. 8" PVC RW
TP=35.16
10" PVC WTR
TP=37.00
X
X
X
SD
SD
S
D
S
D
SD 10+969+73
10
+
0
0
PVT DRIVE B
SD LINE C
SEE SHEET 16
P
V
T
D
R
I
V
E
C
TY
P
E
A
-
4
C
.
O
.
ST
A
:
1
0
+
1
2
.
7
2
TY
P
E
A
-
4
C
.
O
.
ST
A
:
1
0
+
8
2
.
0
7
1
2 4
5
15.0'
2
ST
A
:
1
0
+
4
4
.
1
0
S
T
A
:
1
0
+
6
3
.
8
0
CI
T
Y
P
E
'
B
'
,
L
=
8
'
ST
A
:
9
+
7
7
.
6
9
3
6" PVC SD
BMP 1
MWS L-8-12-8'-8"-V
STA: 9+92.82
OE
OE
OE
OE
O
E
O
E
O
E
O
E
OE
OE
OE
OE
OE
OE
OE
OE
OE
WW
39
.
9
0
39
.
4
2
39
.
2
5
39
.
8
0
40
X
X
X
X
//
/
//
/
SD
SD
SD
SD
SD
FM
FM
FM
FM
FM
FM
FM
FM
W
W
W
W
W
SD
SD
SD
SD
PVT DRIV
E
B
SD LINE B-1
SEE SHEET 14
TY
P
E
A
-
4
C
.
O
.
ST
A
:
1
0
+
5
2
.
9
7
6
7
BC
STA: 10+26.448
9
BMP 2
MWS L-8-12-7'-4"-V
STA: 9+79.93
6" PVC SD
10
PU
B
L
I
C
C
I
T
Y
P
E
'
B
'
L
=
7
'
PE
R
D
W
G
5
4
3
-
6
ST
A
:
1
1
+
2
6
.
9
7
PO
N
T
O
D
R
I
V
E
2.0'
3
PL
8.5'
VACATION PER PM ___
CL
SD LINES IN PONTO DR.
PER SEPARATE PERMIT;
SEE DWG 543-6
11+64
9+59
10+00
11+00
INSTALL STORMTEK ST3
CONNECTOR PIPE SCREEN FILTER
IN FRONT OF OUTLET PIPE
ST
A
:
9
+
6
4
.
1
3
CI
T
Y
P
E
'
B
'
L
=
4
'
EASEMENTS OF RECORD:
SOUTHERN COUNTIES GAS COMPANY OF CALIFORNIA, EASEMENT FOR
PUBLIC UTILITIES, RECORDED SEPTEMBER 21, 1946, BOOK 2239, PAGE
239, OFFICIAL RECORDS.
SOUTHERN CALIFORNIA TELEPHONE COMPANY, EASEMENT FOR PUBLIC
UTILITIES, RECORDED FEBRUARY 26, 1942, BOOK 1318, PAGE 159,
OFFICIAL RECORDS QUITCLAIMED PER DOC. NO. 2024-0010060
RECORDED: JANUARY 12, 2024.
SAN DIEGO GAS & ELECTRIC COMPANY, EASEMENT FOR PUBLIC
UTILITIES, RECORDED OCTOBER 22, 1962, INSTRUMENT NO. 181231,
OFFICIAL RECORDS.
1
2
3
EASEMENT NOTES:
INDICATES AN EASEMENT FOR PUBLIC STREET AND UTILITY
PURPOSES FOR PORTIONS OF PONTO ROAD TO THE PUBLIC,
DEDICATED PER PM_____
INDICATES AN EASEMENT FOR WATER PURPOSES TO CARLSBAD
MUNICIPAL WATER DISTRICT, DEDICATED PER PM____
INDICATES AN EASEMENT FOR CLEAR SPACE PURPOSES TO THE CITY
OF CARLSBAD DEDICATED PER PM____
1
2
3
TY
P
E
A
-
4
C
.
O
.
RI
M
=
4
4
.
3
1
ST
A
1
0
+
8
2
.
0
7
4'
C
O
T
Y
P
E
-
'
A
'
RI
M
=
4
2
.
9
2
ST
A
1
0
+
1
2
.
7
3
18
"
I
E
(
I
N
)
:
3
4
.
3
7
18
"
I
E
(
O
U
T
)
:
3
4
.
0
4
18
"
I
E
(
I
N
)
:
3
3
.
4
0
12
"
I
E
(
I
N
)
:
3
3
.
9
0
24
"
I
E
(
O
U
T
)
:
3
2
.
9
0
IE=29.04
8" PVC SWR
EXISTING SURFACE AT
CENTERLINE OF PIPE
FINISHED SURFACE AT
CENTERLINE OF PIPE
TP=39.22
4" PVC WTR
TP=38.18
8" PVC FIRE
MW
S
-
L
-
8
-
1
2
-
V
ST
A
:
9
+
9
2
.
8
2
RI
M
=
4
3
.
0
7
L=13.50'
18" HDPE
S=1.00%
Q100=5.10 CFS
V100 =4.07 FPS
L=69.39' ~ 18" HDPE, S=0.93%
CI
T
Y
P
E
'
B
'
L
=
8
'
RI
M
=
4
2
.
7
5
ST
A
9
+
7
7
.
6
9
12
"
I
E
(
O
U
T
)
:
3
7
.
7
5
37
.
6
6
IE
(
I
N
)
IE=37.50
6" PVC SD
1.
5
'
BC
,
I
E
=
3
3
.
7
5
ST
A
:
1
0
+
4
4
.
1
0
EC
,
I
E
=
3
3
.
5
7
ST
A
:
1
0
+
6
3
.
8
0
1
2 Q100=5.10 CFS
V100 =5.96 FPS3 4 5
HGL
HGL
L=8.95'
12" HDPE
S=1.00%
Q/100=2.02 CFS
V/100 =4.62 FPS
34
.
5
0
IE
(
O
U
T
)
4'
C
O
T
Y
P
E
-
'
A
'
RI
M
=
4
0
.
0
4
ST
A
1
0
+
5
2
.
9
7
24
"
I
E
(
I
N
)
:
2
8
.
3
1
24
"
I
E
(
O
U
T
)
:
2
7
.
9
8
L=71.99' ~ 24" HDPE, S=1.14%
31
.
6
7
IE
(
O
U
T
)
8" PVC SWR
IE=30.56
EXISTING SURFACE AT
CENTERLINE OF PIPE
TP=35.94
4" PVC WTR
TP=34.90
8" PVC FIRE
MW
S
-
L
-
8
-
1
2
-
V
ST
A
:
9
+
7
9
.
9
3
RI
M
=
3
9
.
7
9
PROPOSED SURFACE AT
CENTERLINE OF PIPE
IE
=
3
3
.
0
0
6"
P
V
C
S
D
CI
T
Y
P
E
'
B
'
,
L
=
7
'
TC
=
3
9
.
6
6
ST
A
1
1
+
2
6
.
9
7
24
"
I
E
(
I
N
)
:
2
7
.
1
6
24
"
I
E
(
O
U
T
)
:
2
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FPC RESIDENTIAL
11 II
DocuSign Envelope ID: 94AFDCDD-E319-4BA9-825D-110AFC4D7C5D
4/2/2024
PLAN VIEW: STORM DRAIN LINE C
SCALE 1"=20'
PLAN VIEW: STORM DRAIN LATERAL C-1
SCALE 1"=20'
NO.BEARING/DELTA LENGTH RADIUS
PRIVATE STORM DRAIN DATA TABLE
N 00° 39' 57" E 58.55'
COMMENTS
24" HDPE1
Δ 22° 33' 36" 47.24'24" HDPE2
N 21° 42' 27" W 58.67'12" HDPE4
S 68° 17' 33" W 79.91'12" HDPE5
120.00'
GRAPHIC SCALE: 1" = 20'
0 20 40 60
N 21° 53' 21" W 9.30'24" HDPE3
REVISION DESCRIPTION CITY APPROVAL
INITIALDATE
ENGINEER OF WORK
INITIALDATE
ENGINEERING DEPARTMENT
DRAWING NO.PROJECT NO.
CHKD BY:
DWN BY:
APPROVED:
DATE INITIAL
RVWD BY:
"AS BUILT"
DATE
INSPECTOR DATE
REVIEWED BY:
P.E.EXP.
1
ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24
JASON S. GELDERT
DATE
OTHER APPROVAL
SHEETSSHEET
GRADING PLANS FOR:
J:\ACTIVE JOBS\3754 FENTON-PONTO RD\CIVIL\DRAWING\GRADING PLANS
22
SDP 2022-0003
GR 2023-0029
543-6ADATE
03/20/2024
TYLER G. LAWSON R.C.E. NO. 80356 EXP. 12/31/2024
16
STORM DRAIN PLAN & PROFILE
10+00
30
40
50
PROFILE VIEW: STORM DRAIN LINE C
SCALE 1"=20' HORIZONTAL ;
1"=4' VERTICAL
PROFILE VIEW: STORM DRAIN LATERAL C-1
SCALE 1"=20' HORIZONTAL ;
1"=4' VERTICAL
11+00 12+0020
30
40
50
10+00 11+00
30
40
50
30
40
50
SD LAT C-1
SEE RIGHT
SD LINE C
SEE LEFT
OE
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LIMITS OF CONCRETE ENCASING
PER SP-03. CONCRETE TO
EXTEND 12" PAST LIMIT OF
BUILDINGS AT BOTH ENDS
EASEMENT NOTES:
INDICATES AN EASEMENT FOR PUBLIC STREET AND UTILITY
PURPOSES FOR PORTIONS OF PONTO ROAD TO THE PUBLIC,
DEDICATED PER PM_____
INDICATES AN EASEMENT FOR WATER PURPOSES TO CARLSBAD
MUNICIPAL WATER DISTRICT, DEDICATED PER PM____
INDICATES AN EASEMENT FOR CLEAR SPACE PURPOSES TO THE CITY
OF CARLSBAD DEDICATED PER PM____
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4/2/2024
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LEGEND
GRAPHIC SCALE: 1" = 30'
0 30 60 90
100
PROPERTY BOUNDARY
RIGHT-OF-WAY
STREET CENTERLINE
DRAINAGE PATH OF TRAVEL
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED BUILDING
PROPOSED HARDSCAPE
PROPOSED LANDSCAPE AREA
PROPOSED ROAD/AC PAVEMENT
SELF MITIGATING AREA
PROPOSED POST-CONSTRUCTION BMP
PROPOSED TREE WELL
BMP TYPEBMP ID #SYMBOL CASQA NO.DRAWING NO.SHEET NO.(S)MAINTENANCE
FREQUENCY
BMP TABLE
CERTIFICATION
INSPECTION
FREQUENCYQUANTITY
TREATMENT CONTROL
SOURCE CONTROL
1 MODULAR
WETLAND MP-40 4 (EA.)543-6A
STENCILS3 SD-13
* *
SIGNATURE
SITE DESIGN
TC-50 QUARTERLY QUARTERLY
BMP NOTES:
1. THESE BMPS ARE MANDATORY TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND/OR THESE PLANS.
2. NO CHANGES TO THE PROPOSED BMPS ON THIS SHEET WITHOUT PRIOR APPROVAL FROM THE CITY ENGINEER.
3. NO SUBSTITUTIONS TO THE MATERIAL OR TYPES OR PLANTING TYPES WITHOUT PRIOR APPROVAL FROM THE CITY
ENGINEER.
4. NO OCCUPANCY WILL BE GRANTED UNTIL THE CITY INSPECTION STAFF HAS INSPECTED THIS PROJECT FOR
APPROPRIATE BMP CONSTRUCTION AND INSTALLATION.
5. REFER TO MAINTENANCE AGREEMENT DOCUMENT.
6. SEE PROJECT SWQMP FOR ADDITIONAL INFORMATION.
BMP CONSTRUCTION AND INSPECTION NOTES:
THE EOW WILL VERIFY THAT PERMANENT BMPS ARE CONSTRUCTED AND 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 FINAL INSTALLATION.
2. A WET STAMPED LETTER VERIFYING THAT PERMANENT BMPS ARE CONSTRUCTED AND OPERATING PER THE
REQUIREMENTS OF THE APPROVED 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 CITY ENGINEER.
PLAN PREPARED BY:
NAME: TYLER G. LAWSON
COMPANY: PLSA ENGINEERING
ADDRESS: 1911 SAN DIEGO AVE. SAN DIEGO, CA 92110
PHONE NO.: (858) 259-8212
PARTY RESPONSIBLE FOR MAINTENANCE:
NAME: FENTON PONTO, LLC
ADDRESS: 7577 MISSION VALLEY RD
CONTACT: RYLEY WEBB
PHONE NO.: (619) 400-0120
2 STREET
TREE 3-6 TIMES/YEARTC-12 20 (EA.)AS NEEDED
SEMI-ANNUALLY
& AS NEEDED
MONTHLY DURING
WET SEASON
4 STORM
DRAIN INLET
5 6" AREA DRAIN
6 TRASH CAPTURE
STORMTEK ST3
REVISION DESCRIPTION CITY APPROVAL
INITIALDATE
ENGINEER OF WORK
INITIALDATE
ENGINEERING DEPARTMENT
DRAWING NO.PROJECT NO.
CHKD BY:
DWN BY:
APPROVED:
DATE INITIAL
RVWD BY:
"AS BUILT"
DATE
INSPECTOR DATE
REVIEWED BY:
P.E.EXP.
1
ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24
JASON S. GELDERT
DATE
OTHER APPROVAL
SHEETSSHEET
GRADING PLANS FOR:
J:\ACTIVE JOBS\3754 FENTON-PONTO RD\CIVIL\DRAWING\GRADING PLANS
22
SDP 2022-0003
GR 2023-0029
543-6ADATE
03/20/2024
TYLER G. LAWSON R.C.E. NO. 80356 EXP. 12/31/2024
17
BMP PLAN
3 (EA)
2 (EA)
10
SUSTAINABLE
LANDSCAPING
(SD-K)
7 WATER QUALITY
SIGNAGE
543-6A
543-6A
543-6A
543-6A
543-6A
543-6A
543-6A
6-14
6-14
6-14
6-14
6-14
6-14
6-14
6-14
4 (EA.)
5 (EA)
102 (EA)
55,841 (SF)ANNUALLY MONTHLY
ANNUALLY AS-NEEDED
ANNUALLY AS-NEEDED
ANNUALLY AS-NEEDED
ANNUALLY AS-NEEDED
WATER QUALITY SIGN (12"X18" MIN) - TYPICAL DETAIL
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FPC RESIDENTIAL
DocuSign Envelope ID: 94AFDCDD-E319-4BA9-825D-110AFC4D7C5D
4/2/2024
REVISION DESCRIPTION CITY APPROVAL
INITIALDATE
ENGINEER OF WORK
INITIALDATE
ENGINEERING DEPARTMENT
DRAWING NO.PROJECT NO.
CHKD BY:
DWN BY:
APPROVED:
DATE INITIAL
RVWD BY:
"AS BUILT"
DATE
INSPECTOR DATE
REVIEWED BY:
P.E.EXP.
1
ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24
JASON S. GELDERT
DATE
OTHER APPROVAL
SHEETSSHEET
GRADING PLANS FOR:
J:\ACTIVE JOBS\3754 FENTON-PONTO RD\CIVIL\DRAWING\GRADING PLANS
22
SDP 2022-0003
GR 2023-0029
543-6ADATE
03/20/2024
TYLER G. LAWSON R.C.E. NO. 80356 EXP. 12/31/2024
18
BMP PLAN DETAILS
0.320
0.320 0.255
0.255
DMA-1/BMP-1
SITE SPECIFIC DATA
PROJECT NUMBER 732911-010
PROJECT NAME FPC RESIDENT/4L
PROJECT LOCATION CARLSBAD, CA
WETI.ANDMEDIA
STRUCTURE ID MWS-1
TREATMENT REQUIRED
VOLUME BASED (CF) FLOW BASED {CFS)
N/A
TREATMENT HGL AVAILABLE (FT) N/K
PEAK BYPASS REQUIRED (CFS) -IF APPLICABLE 4.66
PIPE DATA I.E. MATERIAL DIAMETER
INLET PIPE I 31.19 HOPE 12"
OUTLET PIPE 34.49 HOPE 18"
PRETREA TMDIT BIOFILTRA TION DISCHARGE
RIM [ltVATION 43.32 43.32 43.32
SURFACE LOAD PEDESTRIAN N/A PEDESTRIAN
FRAME & COVER 2EA ¢JO" OPEN PLANTER ¢JO"
WETLANDMEDIA VOLUME (CY} 13.18
ORIFICE SIZE {DIA. INCHES} ¢2.58"
NOTES·
INSTALLATION NOTES
I. CONTRACTOR TO PROVIDE All LABOR, EQUIPMENT, MATERIALS AND
INCIDENTALS REQUIRED TO OITTOAD AND INSTALL THE SYSTEM AND
APPURTENANCES IN ACCORDANCE WrTH THIS DRAW/NC AND THE
MANUFACTURERS' SPECIFICATIONS, UNLESS OTHERWISE STATED IN
MANUFACTURER'S CONTRACT
2. UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER
RECOMMENDS A MINIMUM 6" LEVEL ROCK BASE UNLESS SPECIFIED BY
THE PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE FOR VERIFYING
PROJECT ENGINEER'S RECOMMENDED BASE SPECIFICATIONS.
4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNN._ CONNECTING
PIPES. All PIPES MUST BE FLUSH WITH INSIDE SURFACE: OF
CONCRETE (PIPES CANNOT INTRUDE BEYOND FLUSH}. INVERT OF
OUTFLOW PIPE MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR.
All PIPES SHALL 8[ SEALED WATERTIGHT PER MANUFACTURERS
STANDARD CONNECTION DETAIL.
BED
PATENTUJ
PERIMETER
VOID AREA
PEAK HGL
37. 19 I[ IN
37.00
IEIN
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5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL PIPES, RISERS,
MANHOLES, AND HATCHES. CONTRACTOR TO USE GROUT AND/OR
BRICKS TO MATCH COVERS WITH FINISHED SURFACE UNLESS SPECIFIED
OTHERWISE.
6._J 1---------12·-o· ________ -_,LB. -1,_. ---------tJ'-o· I-RIGHT END VIEW
6. VEGETATION SUPPLIED AND INSTALLED BY OTHERS. ALL UNITS WITH
VEGETATION MUST HAV.: DRIP OR SPRAY IRRIGATION SUPPLIED AND
INSTALLED BY OTHERS.
1. CONTRACTOR RESPONSIBLE FOR CONTACTING BIO CLEAN FOR
ACTIVATION OF UN/c MANUFACTURER'S WARRANTY IS VOID WITHOUT
PROPER ACTIVATION BY A 810 CLEAN REPR[SENTATM.
GENERAL NOTES
I. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED.
2. ALL DIMENSIONS, ELEVATIONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO
CHANGE. FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS
AND ACCESSORIES PLEASE CONTACT BIO CLEAN.
PLSA
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PLSAENGINEERING.COM
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" .ra ,.__ 'f,
No. 80356
Exp. 12/31 /24
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ELEVATION VIEW
~ETLANDS
FOR PAFNT lflFn'<~/ ATION. GO TO
·,iww .Co1techES.c□rr /IP
PROPRIETARY AND CONRDENTIAL:
THE /NfORUA7lON CO/I/TA/NED IN THIS OOCUMENT IS rH£ SOI.£
PROPERTY OF FORTER/?A AND rTS COMPANIES. rHJS OOC/JUENT,
NOR AN( PA.Rr rHERfOF, M4Y 8£ USED, R£PRODI/CEO OR MOOJFJED
IN ANY MANNER WtrH OUT 'fl-If WRITTEN CCf>ISDff Of FOR'ffRRA.
C(~NTECH"
ENGINEERED SOLUTIONS LLC
www.COntechES.com
TREATMENT FLOW {CFS)
OPERA TING HEAD (FT} 3.0
PRETREATMENT LOADING RATE {GPM/SF) 1.8
WETLAND MEDIA LOADING RATE {GPM/SF) 1.0
MWS-L-8-12-81-811-V
STORMWA TER BIOFILTRA TION SYSTEM
STANDARD DETAIL
DMA-2/BMP-2
SITE SPECIFIC DATA
PROJECT NUMBER 732911-015
PROJECT NAME FPC RESIDENT/Al
PROJECT LOCATION CARLSBAD, CA
STRUCTURE ID MWS-2
TREATMENT REQUIRED
VOLUME BASED (CF) FLOW BASED (CFS)
N/A
TREATMDIT HGl AVAILABLE {FT) N/K
PEAK BYPASS REQUIRED (CFS) -IF APPLICABLE 5.38
PIPE DATA I.E. MATERIAL DIAMETER
INLET PIPE 1 35.49 HOPE 12"
OUTLET PIP[ 32.12 HOPE 24•·
PRETREATMENT BIOFllTRATION DISCHARGE
RIM ELEVATION 39.79 39.79 39.79
SURFACE LOAD PEDESTRIAN N/A PEDESTRIAN
FRAME & COVER ¢JO" OPEN PLANTER ¢JO"
WETLANDMEDIA VOLUME {CY} 11.16
ORIFICE SIZE {DIA. INCHES) ¢2.45"
NOTES:
VERTICAL
UNDERDRAIN
MANIFOLD
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INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND
APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE
MANUFACTURERS' SPECIFICATIONS, UNLESS OTHERWISE STATED IN
MANUFACTURER'S CONTRACc
2. UNIT MUST BE INSTN._LED ON LEVEL BASE. MANUFACTURER
RECOMMENDS A MINIMUM 6" LEVEL ROCK BAS[ UNLESS SPECIFIED BY
THE PROJECT ENG/NffR. CONTRACTOR IS RESPONSIBLE FOR VERIFYING
PROJECT ENGINEER'S RECOMMENDED BASE SPECIFICATIONS.
RIM/FG I I
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CONCRETE {PIPES CANNOT INTRUDE BEYOND FLUSH}. INVERT OF
OUTFLOW PIPE MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR.
ALL PIPES SHALL BE SEALED WATERTIGHT PER MANUFACTURER'S
STANDARD CONNECTION DETAIL.
5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF All PIPES, RISERS,
MANHOLES, AND HATCHES. CONTRACTOR TO USE GROUT AND/OR
BRICKS TO MATCH COV.:RS WITH FINISHED SURFACE UNLESS SPECIFIED
OTHERWISE.
6" 12·-o·
~,___, --------13•-o·-------~,_,r-
ELEVATION VIEW
6" .__l i-----s·-a·-----. L6. -1,_. ------9·-o·-----~._,I~
RIGHT END VIEW
6. VEGETATION SUPPLIED AND INSTALLED BY OTHERS. ALL UNITS WITH
V[GETA TION MUST HAVE DRIP OR SPRAY /RR/GA TION SUPPLIED AND
INSTALL[O BY OTHERS.
7. CONTRACTOR RESPONSIBLE FOR CONTACTING BIO CLEAN FOR
ACTIVATION OF UNlc MANUFACTURER'S WARRANTY IS VOID WITHOUT
PROPER ACTIVATION BY A 810 CLEAN REPRESENTATIVE.
GENERAL NOTES
I. MANUFACTURER TO PROVIDE All MATERIALS UNLESS OTHERWISE NOTED.
2. All DIMENSIONS, ELEVATIONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO
CHANGE. FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS
AND ACCESSORIES PLEASE CONTACT BIO CLEAN.
__bzEfLANbs
FOR PATFNT INFORMATION. l'iO TO
w,,w.ContechE5.cor-,/IP
INTERNAL BYPASS DISCLOSURE:
THE DESIGN AND CAPACITY OF THE PEAK CONVEYANCE METHOD TO 8[ REVIEWED
AND APPROVED BY THE ENGINffR OF RECORD. HGL(S) AT PEAK FLOW SHALL BE
ASSESSED TO ENSURE NO UPSTREAM FLOODING. PEAK HGl AND BYPASS
CAPACITY SHOWN ON DRAWING ARE USED FOR GUIDANCE ONL ~
PROPRIETARY AND CONFIOENT/Al:
THE /Nf'OHUATION CONTAINED IN THIS 00CUM£NT IS THE SOJ.E
PROPERTY OF FORTERRA liND rrs COMPmES. rHIS DOC/JUENT,
NOR AN'f PAl?f THEREOF, U4Y Bf VSED. REPROOIICEO OR UODIFIEO
IN ANY MANN£R WITT/ OUT TH[ WRmfN CONSENT OF FORTfRRA.
Ct1~NTEcH·
ENGINEERED SOLUTIONS LLC
www.contlchES.com
TREATMENT FLOW {CFS)
OPERA TING HEAD (FT) 2.5
PRETREATMENT LOADING RAT[ {GPM/SF} 1.5
WETLAND MEDIA LOADING RATE {GPM/SF) 1.0
MWS-L-8-12-7'-4 "-V
STORMWATER BIOFILTRATION SYSTEM
STANDARD DETAIL
DI CITY OF CARLSBAD ID
FPC RESIDENTIAL
/\
I 11 II I
DocuSign Envelope ID: 94AFDCDD-E319-4BA9-825D-110AFC4D7C5D
4/2/2024
REVISION DESCRIPTION CITY APPROVAL
INITIALDATE
ENGINEER OF WORK
INITIALDATE
ENGINEERING DEPARTMENT
DRAWING NO.PROJECT NO.
CHKD BY:
DWN BY:
APPROVED:
DATE INITIAL
RVWD BY:
"AS BUILT"
DATE
INSPECTOR DATE
REVIEWED BY:
P.E.EXP.
1
ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24
JASON S. GELDERT
DATE
OTHER APPROVAL
SHEETSSHEET
GRADING PLANS FOR:
J:\ACTIVE JOBS\3754 FENTON-PONTO RD\CIVIL\DRAWING\GRADING PLANS
22
SDP 2022-0003
GR 2023-0029
543-6ADATE
03/20/2024
TYLER G. LAWSON R.C.E. NO. 80356 EXP. 12/31/2024
19
BMP PLAN DETAILS
0.009 0.327
0.327
DMA-3/BMP-3
SITE SPECIFIC DATA
PROJECT NUMBER 732971-020
PROJECT NAME FPC RESIDENT/Al
PROJECT LOCATION CARLSBAD, CA
STRUCTURE ID MWS-J
TREATMENT REQUIRED
VOLUME BASED (CF) FLOW BASED (CFS)
N/A 0.009
TREATMENT HGL AVAILABLE (FT) N/K
PEAK BYPASS REQUIRED (CFS) -IF APPLICABLE 0.12
PIPE DATA I.E. MATERIAL DIAMETER
INLET PIPE 1 N/A N/A N/A
OUTLET PIPE 34.52 HOPE 12"
PRETREA TME.NT B/OFILTRA TION DISCHARGE
RIM ELEVATION 41.04 41.04 41.04
SURFACE LOAD PEDESTRIAN N/A PEDESTRIAN
FRAME & COVER 24" X 42" OPEN PLANTER N/A
WETLANDMEDIA VOLUME (CY} 2.47
ORIFICE SIZE (DIA. INCHES) ¢1.14"
NOTES: PRELIMINARY NOT FOR CONSTIIUCTION. OUTLET ELEVATION
ADJUSTED TO MEET MANUFACTURING CAPABILmES.
INSTALLATION NOTES
1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MA TE RIALS AND
INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND
APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE
MANUFACTURERS' SPECIFICATIONS, UNLESS OTHERWISE STATED IN
MANUFACTURER'S CONTRACT.
2. UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER
RECOMMENDS A MINIMUM 6" LEVEL ROCK BASE UNLESS SPECIFIED BY
THE PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE FOR VERIFYING
PROJECT ENGINEER'S RECOMMENDED BASE SPECIF/CATIONS.
4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING
PIPES. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE or
CONCRETE (PIPES CANNOT INTI/UDE BEYOND FLUSH). INVERT or
OUTFLOW PIPE MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR.
All PIPES SHALL BE SEALED WATERTIGHT PER MANUFACTURER'S
STANDARD CONNECTION DETAIL.
5. CONTRACTOR RESPONSIBLE FOR INSTALLATION or ALL PIPES, RISERS,
MANHOLES, AND HATCHES. CONTRACTOR TO USE GROUT AND/OR
BRICKS TO MATCH COVERS WITH FINISHED SURFACE UNLESS SPECIFIED
OTHERWISE.
6_ VEGETATION SUPPLIED AND INSTALLED BY OTHERS. ALL UNITS WITH
VEGETATION MUST HAVE DRIP OR SPRAY IRRIGATION SUPPLIED AND
INSTALLED BY OTHERS.
7. CONTRACTOR RESPONSIBLE FOR CONTACTING BIO CLEAN FOR
ACTIVATION or UNIT. MANUFACTURER'S WARRANTY IS VOID WITHOUT
PROPER ACTIVATION BY A BIO CLEAN REPRESENTATIVE.
GENERAL NOTES
1. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED-
2. ALL DIMENSIONS, ELEVATIONS, SPECIF/CATIONS AND CAPACITIES ARE SUBJECT TO
CHANGE. FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS
AND ACCESSORIES PLEASE CONTACT 810 CLEAN.
PLSA
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THE DESIGN AND CAPACITY or THE PEAK CONVEYANCE METHOD TO BE REVIEWED OPERATING HEAD (FT) 2.6
AND APPROVED BY THE ENGINEER OF RECORD. HGL(S) AT PEAK FLOW SHALL BE ,_P_R_ETR._'EA-TM._'E,_N_T_l_OA_D_IN_G_R._~_TE-rG_P_U_ fS:_F __ ,-----t---2-D------,
ASSESSED TO ENSURE NO UPSTREAM FLOODING. PEAK HGL AND BYPASS l' I • I •
CAPACITY SHOWN ON DRAWING ARE USED FOR GUIDANCE ONLY. WETLAND MEDIA LOADING RATE (GPM/SF} 1.0
PROPRIETARY AND CONFIDENTIAL:
rHE. INFORUA rJON CONT'AINEIJ !N THIS DOCUMEfff fS TH£ SOI.£
PROPERTf OF FOl?TERRA AND ITS COIJPANfES. THIS DOCUMENT,
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MWS-L-4-6-6 1-811-V
STORMWA TER 8/0FILTRATION SYSTEM
STANDARD DETAIL
DMA-4/BMP-4
SITE SPECIFIC DATA
PROJ[CT NUMBER 732971-025
PROJECT NAME FPC RESIDENTIAL
PROJECT LOCATION CARLSBAD, CA
STRUCTURE ID Mw.5-4
TREATMENT REQUIRED
VOLUME BASED {CF) FLOW BASED (CFS)
N/A
TREATMENT HGL AVAJLABLE (FT) N/K
PEAK BYPASS REQUIRED (CFS) -IF APPLICABLE 6.82
PIPE DATA I.E. MATERIAL DIAMETER
INLET PIPE 1 35.90 HOPE 12"
INLET PIPE 2 N/A N/A N/A
OUTLET PIPE 33.20 HOPE 24"
PRETREATMENT BIOFILTRATION DISCHARGE
RIM ELEVATION 41.59 41.59 41.59
SURFACE LOAD PEDESTRIAN N/A PEDESTRIAN
FRAME & COVER 2EA MO" OPEN PLANTER
WETLANDMEDIA VOLUME (CY) 12.42
ORIFICE SIZE (DIA. INCHES) i2.60"
NOTES.-
INSTALLATION NOTES
1. CONTRACTOR TO PROVIDE All LABOR, EQUIPMENT, MATERIALS AND
INCIDENTALS REQUIRED TO OITTOAD AND INSTALL THE SYSTEM AND
APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND TH[
MANUFACTURERS' SPECIFICATIONS, UNLESS OTHERWISE STATED IN
MANUFACTURER'S CONTRACT.
2_ UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER
RECOMMENDS A MINIMUM 6" LEVEL ROCK BASE UNLESS SPECIFIED BY
THE PROJECT [NC/NEER. CONTRACTOR 15 RESPONSIBLE FOR VERIFYING
PROJECT ENGINEER'S RECOMMENDED BASE SPECIFICATIONS.
4. CONTRACTOR TO SUPPLY AND INSTALL All EXTERNAL CONNECTING
PIPES. All PIPES MUST BE FLUSH WITH INSIDE SURFACE or
CONCRETE (PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT or
OUTFLOW PIPE MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR.
All PIPES SHALL BE SEALED WATERTIGHT PER MANUFACTURER'S
STANDARD CONNECTION DETAIL
5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL PIPES, RISERS,
MANHOLES, AND HATCHES. CONTRACTOR TO USE GROUT AND/OR
BRICKS TO MATCH COVERS WITH FINISHED SURFACE UNLESS SPECIFIED
OTHERWISE.
6. VEGETATION SUPPLIED AND INSTALLED BY OTHERS. All UNIT.S WITH
VEGETATION MUST HAVE DRIP OR SPRAY IRRIGATION SUPPLIED AND
INSTALLED BY OTHERS.
7. CONTRACTOR RESPONSIBLE FOR CONTACTING BIO CLEAN FOR
ACTIVATION OF UNIT. MANUFACTURER'S WARRANTY IS VOID WITHOUT
PROPER ACTIVATION BY A BIO CLEAN REPRESENTATIVE.
GENERAL NOTES
1. MANUFACTURER TO PROVIDE All MATERIALS UNLESS OTHERWISE NOTED.
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INTERNAL BYPASS DISCLOSURE:
THE DESIGN AND CAPACITY or THE PEAK CONVEYANCE METHOD TO BE REVIEWED
AND APPROVED BY THE ENGINEER OF RECORD. HGL(S) AT PEAK FLOW SHALL BE
ASSESSED TO ENSURE NO UPSTREAM FLOODING. PEAK HGL AND BYPASS
CAPACITY SHOWN ON DRAWING ARE USED FOR GUIDANCE ONa
PROPRIETARY AND CONFIDENT/AL·
TREATMENT FLOW (CFS)
OPERATING HEAD (FT)
PRETREATMENT LOADING RATE (GPM/SF}
WETLAND MEDIA LOADING RATE (GPM/SF)
3.1
1.9
1.0
2. ALL DIMENSIONS, ELEVATIONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO
CHANGE. FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS
AND ACCESSORIES PLEASE CONTACT BIO CLEAN.
!MfLANbs
FOR P/ffFNT INFORM~TION. :30 TO
WWVJ .ContechES.com/1 P
7HE. INFORMATION CONTAIN£{) IN THIS DOC/JM£NT IS THE. SOI.£
PROPER'f'r' OF FOl?TERRA AN[) li'S COMPAN/£S. i'H/5 OOCUMENT,
NOP AH'( PARr THEREOF, U<ti' B£ 1/SED, REPRODUCED OR MODIF!ED
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MWS-L-8-12-8'-2 "-V
STORMWA TER 8/0FILTRA TION SYSTEM
STANDARD DETAIL
DI CITY OF CARLSBAD ID
FPC RESIDENTIAL
/\
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DocuSign Envelope ID: 94AFDCDD-E319-4BA9-825D-110AFC4D7C5D
4/2/2024
GENERAL NOTES
1. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON THE
CONSTRUCTION DOCUMENTS AND SITE CONDITIONS BEFORE STARTING WORK. ALL DIMENSIONS ON THE STRUCTURAL
DRAWINGS SHALL BE COMPARED TO THOSE ON THE ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. THE
ARCHITECT OR ENGINEER OF RECORD SHALL BE NOTIFIED OF ANY DISCREPANCY. DIMENSIONS SHALL TAKE PRECEDENCE
OVER SCALES SHOWN ON DRAWINGS.
2. IF ANY CONFLICTS ARISE BETWEEN THE ARCHITECTURAL SPECIFICATIONS AND THE STRUCTURAL SPECIFICATIONS, THE
MORE STRINGENT REQUIREMENT SHALL GOVERN.
3. REFER TO ARCHITECTURAL, ELECTRICAL, AND MECHANICAL DRAWINGS FOR LOCATIONS OF FLOORS, ROOFS, WALLS,
AND NON-STRUCTURAL ELEMENTS AND CONFIGURATIONS AND OPENINGS IN THESE ELEMENTS AND LOCATIONS OF
TRENCHES, DEPRESSIONS, PIPES, EQUIPMENT, ETC. NOT SHOWN ON STRUCTURAL DRAWINGS.
4. GENERAL DETAILS AND GENERAL NOTES ARE MINIMUM REQUIREMENTS TO BE USED WHEN CONDITIONS ARE NOT SHOWN
OTHERWISE. DETAILED NOTES AND DETAILED DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES AND GENERAL
DETAILS.
5. WHERE NO DETAILS OR NOTES ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT AND
SHALL BE IN CONFORMANCE WITH ACCEPTED TRADE STANDARDS.
6. ALL WORK SHALL CONFORM WITH THE STRUCTURAL NOTES, DETAILS, DRAWINGS, AND SPECIFICATIONS ALONG WITH
ASSOCIATED NOTES, DETAILS, DRAWINGS, AND SPECIFICATIONS.
7. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE 2019 CALIFORNIA BUILDING CODE AND ANY OTHER
AMENDMENTS AS ADOPTED BY THE LOCAL CITY, COUNTY, AND ANY OTHER REGULATING AGENCY HAVING AUTHORITY
OVER ANY PORTION OF WORK.
8. ALL WORK SHALL CONFORM WITH APPLICABLE FEDERAL LAWS, STATE STATUTES, LOCAL ORDINANCES, AND THE
REGULATIONS OF AGENCIES HAVING JURISDICTION. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR
COMPLYING WITH THE CONSTRUCTION SAFETY ORDERS AND THE GENERAL INDUSTRIAL SAFETY ORDERS OF THE STATE
DIVISION OF INDUSTRIAL SAFETY, THE REGULATIONS OF THE FEDERAL AND STATE OCCUPATIONAL SAFETY AND HEALTH
ADMINISTRATIONS, AND SUCH OTHER AGENCIES GOVERNING THE CONTRACTOR'S ACTS. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR AND HOLD HARMLESS THE STRUCTURAL ENGINEER FOR ANY DAMAGES AND PENALTIES OR BOTH
RESULTING FROM HIS FAILURE TO COMPLY WITH SAID LAWS, STATUTES, ORDINANCES, AND REGULATIONS.
9. THE DESIGN, ADEQUACY AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC. IS THE SOLE
RESPONSIBILITY OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDERED BY THE STRUCTURAL ENGINEER. THE
CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE PRIOR TO THE APPLICATION OF ALL SHEAR WALLS,
ROOF AND FLOOR DIAPHRAGMS AND FINISH MATERIALS. HE SHALL PROVIDE THE NECESSARY BRACING TO PROVIDE
STABILITY PRIOR TO THE APPLICATION OF THE AFOREMENTIONED MATERIALS. OBSERVATION VISITS TO THE SITE BY THE
STRUCTURAL ENGINEER OR HIS DESIGNEE SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS.
10. CONSTRUCTION MATERIALS SHALL BE PLACED SO THAT THE LOAD DOES NOT EXCEED THE DESIGNED LOAD IF THE
MATERIALS ARE TO BE PLACED ON FRAMED ROOF OR FLOORS.
11. NO SUBSTITUTIONS OR CHANGES SHALL BE MADE WITHOUT WRITTEN APPROVAL OF THE OWNER AND ENGINEER OF
RECORD.
REINFORCING STEEL
1. ALL REINFORCING BARS SHALL BE ASTM A 615 GRADE 40 FOR #3 BARS AND SMALLER. ALL REINFORCING BARS
SHALL BE ASTM A 615 GRADE 60 FOR #4 BARS AND LARGER. ALL BARS SHALL BE DEFORMED.
2. WIRE FABRIC SHALL CONFORM TO ANSI/ASTM A 185, STEEL WELDED WIRE FABRIC, PLAIN, FOR CONCRETE
REINFORCEMENT.
3. BEND REINFORCING COLD UNLESS OTHERWISE ACCEPTED BY THE ENGINEER OF RECORD.
4. SECURELY TIE ANCHOR BOLTS, REINFORCING STEEL, INSERTS, ETC. IN PLACE PRIOR TO POURING CONCRETE OR
GROUT.
4. PLACEMENT OF REINFORCING STEEL NEED NOT BE INSPECTED BY A SPECIAL INSPECTOR.
5. CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE AT LEAST EQUAL TO THE DIAMETER OF THE BARS. COVER
SHALL BE AS FOLLOWS:
A. CAST AGAINST EARTH 3"
B. CAST AGAINST FORM BELOW GRADE, #6 AND LARGER 2"
#5 AND SMALLER 1 1/2"
C. FORMED SLABS 1"
D. SLABS ON GRADE (FROM TOP OF SLAB)1"
E. COLUMNS AND BEAMS TO MAIN BARS 2"
F. WALLS - EXPOSED TO WEATHER 2"
NOT EXPOSED TO WEATHER, #11 AND SMALLER 1"
#14 AND #18 1 1/2"
G. STRESSING TENDON 1 1/2"
INSPECTION PROGRAM:
1. STRUCTURAL INSPECTION:
THE OWNER OR REGISTERED PROFESSIONAL IN RESPONSIBLE CHARGE ACTING AS THE OWNER'S AGENT SHALL EMPLOY THE
SPECIAL INSPECTORS TO INSPECT ALL STRUCTURAL ASPECTS OF THE PROJECT IN ACCORDANCE WITH THE BUILDING PERMIT AND
THE PROVISIONS OF THE BUILDING CODE.
2. SPECIAL INSPECTION:
A REGISTERED SPECIAL INSPECTOR SHALL PROVIDE INSPECTION DURING CONSTRUCTION ON THE FOLLOWING TYPES OF WORK:
PORTION OF WORK REQUIRING INSPECTION CONTINUOUS PERIODIC
A. THE STATEMENT OF SPECIAL INSPECTION IS SUBMITTED IN FULFILLMENT OF THE REQUIREMENTS OF CBC/ LABC SECTION 1704 AND 1705.
INCLUDED ARE:
1. SCHEDULE OF SPECIAL INSPECTIONS AND TEST APPLICABLE TO THIS PROJECT:
a. SPECIAL INSPECTIONS PER SECTIONS 1704 AND 1705
b. SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE
c. SPECIAL INSPECTIONS FOR WIND RESISTANCE
2. LIST OF TESTING AGENCIES AND OTHER SPECIAL INSPECTORS THAT WILL BE RETAINED TO CONDUCT THE TEST AND INSPECTIONS.
B. SPECIAL INSPECTIONS AND TESTING WILL BE PERFORMED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND
SECTIONS 1704, 1705, 1707, AND 1708
C. THE SPECIAL INSPECTORS MUST BE CERTIFIED BY THE APPROVING MUNICIPALITY TO PERFORM THE TYPES OF INSPECTION LISTED.
D. IT IS THE RESPONSIBILITY OF THE OWNER OR CONTRACTOR TO INFORM THE SPECIAL INSPECTION AGENCY PRIOR TO PERFORMING THE
WORK WHICH REQUIRES SPECIAL INSPECTION. ALL WORK PERFORMED WITHOUT THE REQUIRED SPECIAL INSPECTION IS SUBJECT TO
REMOVAL.
E. EACH SPECIAL INSPECTOR SHALL OBSERVE THE WORK OF THE CONTRACTOR AND THE TAKING OF TEST SAMPLES FOR
CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS. SPECIAL INSPECTORS SHALL KEEP RECORDS OF INSPECTIONS. THE SPECIAL
INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, AND TO THE ENGINEER-OF-RECORD. REPORTS SHALL
INDICATE THAT THE WORK INSPECTED WAS DONE IN CONFORMANCE TO APPROVED CONSTRUCTION DOCUMENTS. DISCREPANCIES
SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION. IF THE DISCREPANCIES ARE NOT
CORRECTED, THE DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING OFFICIAL AND THE ENGINEER-OF-RECORD
PRIOR TO THE COMPLETION OF THAT PHASE OF WORK. A FINAL REPORT DOCUMENTING REQUIRED SPECIAL INSPECTIONS AND
CORRECTION OF ANY DISCREPANCIES NOTED IN THE SPECIAL INSPECTIONS SHALL BE SUBMITTED AT A POINT IN TIME AGREED UPON
BY THE PERMIT APPLICANT AND THE BUILDING OFFICIAL PRIOR TO THE START OF WORK.
F. A CERTIFICATE OF SATISFACTORY COMPLETION OF EACH PORTION OF WORK REQUIRING SPECIAL INSPECTION MUST BE COMPLETED
AND SUBMITTED TO THE BUILDING OFFICIAL AND TO THE ARCHITECT AND ENGINEER-OF RECORD.
G. INSPECTIONS BY A SPECIAL INSPECTOR DOS NOT RELIEVE THE CONTRACTOR FROM ANY INSPECTIONS BY THE BUILDING OFFICIAL.
CONCRETE ANCHORS
1. ANCHOR BOLTS, L-BOLTS, J-BOLTS, BARS, AND RODS SHALL CONFORM TO ASTM F 1554. THREADS MAY BE CUT INTO
FULL SIZE BAR STOCK OR MAY BE ROLLED THREADS. WHEN GALVANIZING IS USED IT SHALL CONFORM TO ASTM A153.
2. SB AND SSTB ANCHOR BOLTS ARE SIMPSON STRONG-TIE COMPANY PRODUCTS (ICC ESR-2611/ LARR 25827).
3. SHOT-PINS SHALL BE HILTI COMPANY PRODUCTS (ICC ESR-2379/ LARR 25469).
4. CONCRETE SCREW ANCHORS (LARGE DIAMETER ANCHORS) SHALL BE TITEN HD, SIMPSON STRONG-TIE COMPANY
PRODUCTS (ICC ESR-2713/ LARR 25741). WHEN NOTED ON CONSTRUCTION DOCUMENTS INSTALLATION SHALL BE
INSPECTED BY A SPECIAL INSPECTOR IN ACCORDANCE WITH THE INSPECTION PROGRAM.
5. ADHESIVE ANCHORS (CHEMICAL ANCHORS) SHALL BE SET-XP EPOXY ADHESIVE, SIMPSON STRONG-TIE COMPANY
PRODUCTS (ICC ESR-2508/ LARR 25744). WHEN NOTED ON CONSTRUCTION DOCUMENTS INSTALLATION SHALL BE
INSPECTED BY A SPECIAL INSPECTOR IN ACCORDANCE WITH THE INSPECTION PROGRAM.
6. INSTALLATION OF THE LISTED PRODUCTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.
ALTERNATIVES MAY BE USED ONLY WITH SPECIFIC APPROVAL OF THE STRUCTURAL ENGINEER, AND ONLY UPON
SUBMITTAL OF A LISTING OF HARDWARE TO BE SUBSTITUTED.
7. INSTALLATION OF ADHESIVE ANCHORS SHALL BE CONTINUOUSLY INSPECTED BY A SPECIAL INSPECTOR. THE INSPECTOR
SHALL OBSERVE THE WORK OF THE CONTRACTOR DURING THE INSTALLATION OF THE ADHESIVE ANCHORS FOR
CONFORMANCE WITH THE APPLICABLE ICC REPORT, THE MANUFACTURER'S RECOMMENDATIONS, AND THE
APPLICABLE WORKMANSHIP PROVISIONS OF THE BUILDING CODE. INSPECTION OF WORK BY A SPECIAL INSPECTOR
SHALL NOT RELIEVE THE CONTRACTOR OF ANY INSPECTIONS BY THE BUILDING OFFICIAL.
SOILS INSPECTION
1. THE SOILS ENGINEER AND THE CONTRACTOR SHALL VERIFY THAT THE SOILS REPORT RECOMMENDATIONS THAT THE
STRUCTURAL FOUNDATION DESIGN IS BASED ON IS FOLLOWED. THE OWNER OR CONTRACTOR SHALL ARRANGE FOR
OBSERVATION OF THE WORK BY THE SOILS ENGINEER.
2. THE SOILS ENGINEER OR INDIVIDUAL / FIRM DESIGNATED BY THE SOILS ENGINEER SHALL INSPECT AND DOCUMENT IN
ACCORDANCE WITH THE SOILS REPORT THE WORK OF THE CONTRACTOR PRIOR TO PLACEMENT OF REINFORCEMENT OR
CONCRETE. AS A MINIMUM, ALONG WITH THE REQUIREMENTS OF THE SOILS ENGINEER OR BUILDING OFFICIAL, THE
FOLLOWING PORTIONS OF WORK REQUIRE SOILS INSPECTION:
A. EXCAVATIONS AND THE PLACEMENT OF FILL FOR BUILDING PAD CONSTRUCTION.
B. EXCAVATIONS FOR FOOTING CONSTRUCTION.
C. UTILITY TRENCHES ARE PROPERLY BACKFILLED AND COMPACTED.
D. DRILLED PILE HOLES.
E. PLACEMENT OF SUB-DRAIN PIPE OR WEEP HOLES.
F. PLACEMENT OF GRAVEL AND BACK-FILL BEHIND RETAINING WALLS.
3. THE SOILS ENGINEER SHALL PROVIDE THE DOCUMENTED INSPECTION REPORTS TO BUILDING OFFICIAL PRIOR TO
FOUNDATION INSPECTION AND TO THE ARCHITECT AND ENGINEER OF RECORD TO SHOW CONFORMANCE WITH THE
SOILS REPORT RECOMMENDATIONS.
STRUCTURAL OBSERVATION
1. THE STRUCTURAL ENGINEER-OF-RECORD OR HIS DESIGNEE SHALL PROVIDE PERIODIC VISUAL OBSERVATION OF
THE STRUCTURAL SYSTEM FOR GENERAL CONFORMANCE TO THE APPROVED CONSTRUCTION DOCUMENTS AT
SIGNIFICANT CONSTRUCTION STAGES, AT COMPLETION OF THE STRUCTURAL SYSTEM, AND UPON COMPLETION
OF ANY ADJUSTMENTS TO THE WORK OCCASIONED BY THE STRUCTURAL OBSERVER'S VISITS. THE CONTRACTOR
SHALL CALL TO SCHEDULE THE STRUCTURAL OBSERVER FOR VISITS THE PROJECT. THE CLIENT/OWNER OF THE
PROJECT SHALL BE RESPONSIBLE FOR RETAINING AND REIMBURSING THE STRUCTURAL OBSERVER.
ENGINEER-OF-RECORD KYLE MORRIS, P.E.
TELEPHONE (949) 502-5323
STAGE REQUIRING OBSERVATION:
A. BEFORE FOUNDATION POUR.
B. UPON COMPLETION OF FRAMING AND PRIOR TO INSULATION DRYWALL, EXTERIOR MATERIALS, OR
ROOFING.
C. UPON COMPLETION OF ANY THE WORK REFERENCED BY THE STRUCTURAL OBSERVER'S VISITS.
WORK TO BE OBSERVED:
A. ELEMENTS OF THE WORK TO BE OBSERVED INCLUDE BUT ARE NOT NECESSARILY LIMITED TO:
MATERIALS OF CONSTRUCTION, EXCAVATION CONFIGURATION, REINFORCEMENT, FASTENERS,
HARDWARE, DETAILS OF CONSTRUCTION AND WORKMANSHIP.
B. ELEMENTS OF THE WORK TO BE OBSERVED INCLUDE BUT ARE NOT NECESSARILY LIMITED TO: ISSUES
PREVIOUSLY ADDRESSED BY THE STRUCTURAL OBSERVER IN PRIOR VISITS.
2. THE CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION MEETING IF APPLICABLE. THE MEETING SHALL
INCLUDE THE STRUCTURAL OBSERVER, THE CONTRACTOR, APPROPRIATE SUBCONTRACTORS, SPECIAL
INSPECTORS AND OTHER INTERESTED PARTIES. THE PURPOSE OF THE MEETING WILL BE TO IDENTIFY ALL AREAS
REQUIRED FOR STRUCTURAL OBSERVATION AND SCHEDULING OF THE STRUCTURAL OBSERVATIONS
3. AT THE CONCLUSION OF THE WORK INCLUDED IN THE PERMIT, THE STRUCTURAL OBSERVER WILL SUBMIT TO THE
BUILDING OFFICIAL A WRITTEN STATEMENT THAT THE SITE VISITS HAVE BEEN MADE AND OF HIS OBSERVATIONS
AND SPECIFICS AS TO FINDINGS AND RECOMMENDATIONS. THE BUILDING OFFICIAL SHALL NOT BE CALLED FOR
ANY INSPECTIONS UNTIL THE STRUCTURAL OBSERVATIONS OF THE REQUIRED PORTIONS OF WORK HAVE BEEN
COMPLETED AND THE STATEMENT HAS BEEN ISSUED.
4. STRUCTURAL OBSERVATION DOES NOT WAIVE THE RESPONSIBILITY OF THE CONTRACTOR FROM OBTAINING
OTHER REQUIRED INSPECTIONS. WORK MUST NOT BE COVERED UNTIL EACH PARTY IS ABLE TO MAKE
INSPECTIONS OR OBSERVATIONS.
5. STRUCTURAL OBSERVATIONS IS MADE ONLY TO ASSIST THE CONTRACTOR IN COMPLYING WITH THE INTENT OF THE
CONSTRUCTION DOCUMENTS AND AS NECESSARY TO PROVIDE THE STRUCTURAL ENGINEER-OF-RECORD AN
OPPORTUNITY TO MAKE A DETERMINATION IN HIS PROFESSIONAL OPINION THAT THE WORK OBSERVED WAS
CONSTRUCTED IN GENERAL CONFORMANCE WITH THE INTENT OF THE STRUCTURAL CONSTRUCTION
DOCUMENTS. OBSERVATION OF THE WORK IS IN GENERAL CONFORMANCE WITH THE INTENT OF THE
CONSTRUCTION DOCUMENTS DOES NOT CONSTITUTE A WARRANTEE; EITHER EXPRESSED OR IMPLIED THAT THE
WORK IS IN FACT IN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS OR THE BUILDING CODE.
OBSERVATIONS OF THE WORK DO NOT RELIEVE THE CONTRACTOR OF THEIR RESPONSIBILITY FOR THE QUALITY OF
THE WORK AND FOR ADHERING TO THE CONSTRUCTION DOCUMENTS AND THE REQUIREMENTS OF THE BUILDING
CODE.
STRUCTURAL DESIGN CRITERIA:
STRUCTURAL DESIGNS ARE BASED ON THE 2019 CALIFORNIA BUILDING CODE PER THE FOLLOWING DESIGN LOADS AND
PROCEDURES:
1. WIND DESIGN DATA:
BASIC WIND SPEED (3 SECOND GUST) 96 MILES PER HOUR
RISK OCCUPANCY CATEGORY II
WIND EXPOSURE C
BUILDING CATEGORY ENCLOSED BUILDING
COMPONENT AND CLADDING
2. EARTHQUAKE DESIGN DATA:
SEISMIC IMPORTANCE FACTOR____________________________1.00
RISK OCCUPANCY CATEGORY II
MAPPED SPECTRAL RESPONSE ACCELERATIONS Ss = 1.15 , S1 = 0.41
SITE CLASS D
SPECTRAL RESPONSE COEFFICIENTS SDS = 0.8 SD1 = 0.5
CONCRETE
1. ALL FINE AND COARSE AGGREGATE FOR NORMAL WEIGHT CONCRETE SHALL COMPLY WITH ASTM C33. THE SHRINKAGE
SHALL BE PER ASTM C-157 WITH AVERAGE DRYING SHRINKAGE OF LESS THAN 0.05% AT 28 DAYS.
2. PROVIDE TYPE II OR V PORTLAND CEMENT CONFORMING TO ASTM C-150.
3. PROVIDE NORMAL WEIGHT CONCRETE ATTAINING A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS:
A. ALL SLAB-ON-GRADE 2500 PSI
B . ALL CONTINUOUS FOOTINGS AND PADS 2500 PSI
4. ALL CONCRETE SHALL HAVE A MAXIMUM SLUMP OF 4", EXCEPT THAT THE SLUMP MAY BE INCREASED BY 1" WHEN HAND
CONSOLIDATED. ALL CONCRETE SHALL HAVE A MAXIMUM WATER CEMENT RATIO OF 0.62.
5. THE FOLLOWING SHALL BE ADDITIONAL REQUIREMENTS FOR CONCRETE EXPOSED TO SULFATES FOR SLAB-ON-GRADES
AND FOUNDATIONS:
NOTE:
A. A LOWER WATER-CEMENTITIOUS MATERIAL RATIO OR HIGHER STRENGTH CONCRETE MAY BE REQUIRED FOR LOW
PERMEABILITY OR FOR PROTECTION AGAINST CORROSION OF EMBEDMENT ITEMS OR FREEZING AND THAWING.
B. WATER SHALL BE CLEAN, FREE OF DELETERIOUS AMOUNT OF ACIDS, ALKALIS, OR ORGANIC MATERIALS.
6. FLY ASH OR POZZOLANS, IF USED, SHALL CONFORM WITH ASTM C 618, CLASS F. USAGE SHALL NOT EXCEED 25 PERCENT,
BY WEIGHT OF THE TOTAL OF THE CEMENTITIOUS MATERIALS. POZZOLANS THAT ARE USED SHALL HAVE BEEN DETERMINED
BY TEST OR SERVICE RECORD TO IMPROVE SULFATE RESISTANCE WHEN USED IN CONCRETE CONTAINING TYPE V
CEMENT. POZZOLAN USAGE SHALL NOT BE LESS THAN 15 PERCENT, BY WEIGHT, OF THE TOTAL CEMENTITIOUS MATERIALS.
7. READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C-94-81.
8. MAINTAIN CONCRETE ABOVE 50 DEGREES FAHRENHEIT AND IN A MOIST CONDITION FOR A MINIMUM OF 7 DAYS AFTER
PLACEMENT.
9. DO NOT USE CONCRETE OR GROUT CONTAINING CHLORIDES.
10. EXCEPT FOR WHERE COLD JOINTS ARE NOTED ON PLANS, CONCRETE SHALL BE POURED MONOLITHICALLY. WHEN
PLACEMENT CONSISTS OF MULTIPLE BATCHES OR TRUCK DELIVERY'S, THE WORK SHALL BE SCHEDULED SO THAT EACH
BATCH IS PLACED WHILE THE PRECEDING ONE IS STILL PLASTIC. IF THE PRECEDING BATCH PLACEMENT HAS JUST
STIFFENED BEYOND THE POINT WHERE IT CAN BE PENETRATED BY VIBRATION, BOND MAY BE ACHIEVED BY THOROUGHLY
AND SYSTEMATICALLY VIBRATING THE SUBSEQUENT BATCH INTO CONTACT WITH THE PROCEEDING BATCH.
11. WHERE NEW CONCRETE IS PLACED AGAINST EXISTING (2-POUR) OR WHERE A MASONRY WALL INTERSECTS CONCRETE,
ROUGHEN CONCRETE SURFACE TO A FULL AMPLITUDE OF 1/16".
12. ALL CONCRETE WITH A 28 DAY STRENGTH GREATER THAN 2500 PSI SHALL HAVE SPECIAL INSPECTION PER THE INSPECTION
PROGRAM UNLESS NOTED OTHERWISE. COMPRESSIVE STRENGTH TEST REPORTS SHALL BE SUBMITTED TO THE ENGINEER
WHEN SPECIAL INSPECTION IS REQUIRED. THE FOLLOWING ARE THE REQUIREMENTS OF THE SPECIAL INSPECTOR:
A. HE SHALL VERIFY THE TAKING OF TEST SAMPLES.
B. HE SHALL VERIFY SLUMP.
C. HE SHALL VERIFY THE VARIOUS TYPES AND CLASSES OF CONCRETE USED. HE SHALL VERIFY LOAD TICKETS.
D. HE SHALL VERIFY THAT CONSTRUCTION DETAILS, PROCEDURES, AND WORKMANSHIP ARE IN ACCORDANCE WITH
THE CONSTRUCTION DOCUMENTS AND BUILDING CODE.
E. HE SHALL VERIFY THAT PROPER CURING PROCEDURES ARE IMPLEMENTED.
13. TESTING OF CONCRETE:
A. TESTS NEED NOT BE MADE AS NOTED ABOVE PROVIDED THE TOTAL QUANTITY OF CONCRETE PLACED IS LESS THAN
FIFTY (50) CU. YD. IN PLACE OF THE TESTS, A LETTER OF CERTIFICATION SHALL BE FURNISHED BY THE MATERIAL
SUPPLIER TO THE BUILDING OFFICIAL, ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO DELIVERY OF THE
MATERIALS TO THE JOB SITE. THE LETTER SHALL ASSURE THAT THE CONCRETE WILL HAVE THE STRENGTH SPECIFIED.
B. TESTS SHALL BE MADE WHEN TESTING IS NOTED ABOVE OR WHERE THE TOTAL QUANTITY OF CONCRETE PLACED IS
GREATER THAN FIFTY (50) CU. YD. CONCRETE TEST CYLINDERS SHALL BE TAKEN AND TESTED IN ACCORDANCE
WITH ASTM C 31, & ASTM C 39. A CYLINDER SET IS A SET OF TWO (2) CYLINDERS FROM EACH BATCH OF
CONCRETE SAMPLED. CYLINDER SETS SHALL BE SAMPLED AT A RATE OF NOT LESS THAN ONE (1) SET PER CLASS OF
CONCRETE PLACED PER DAY, NOR LESS THAN ONE SET PER 150 CU. YD. PLACED, NOR LESS THAN ONE SET PER
5000 SQ. FT. OF SLAB OR WALL AREA. FURTHER NO LESS THAN FIVE (5) CYLINDERS SETS SHALL BE MADE OF EACH
CLASS OF CONCRETE OR SHOULD THE TOTAL NUMBER OF BATCHES FOR A GIVEN CLASS OF CONCRETE BE LESS
THAN FIVE (5), ONE (1) CYLINDER SET SHALL BE MADE FOR EACH BATCH PLACED. TEST RESULTS SHALL BE
FURNISHED TO THE BUILDING OFFICIAL, ARCHITECT, AND STRUCTURAL ENGINEER. TEST RESULTS SHALL ASSURE THAT
THE CONCRETE CYLINDERS ACHIEVE A MINIMUM STRENGTH SPECIFIED.
0.45
0.45
0.50
--
OVER 2.00
0.20 - 2.00
0.10 - 0.20
0.00 - 0.10
SEVERE
VERY SEVERE
MODERATE
NEGLIGIBLE
EXPOSURE
SULFATE
--
II or V
V W/ POZZOLAN
V
CEMENT TYPE MIN. STRENGTH
28 DAY
4000 PSI
4500 PSI
4500 PSI
WATER-SOLUBLE
SULFATE
S04 IN SOIL,
PERCENTAGE BY
WEIGHT
--
MAX WATER-
CEMENTITIOUS
MATERIAL RATIO BY
WEIGHT
CONCRETE MASONRY UNITS
1. MATERIALS USED IN THE CONSTRUCTION OF CONCRETE MASONRY UNIT WALLS SHALL BE PER THE FOLLOWING
STANDARDS:
A. CONCRETE MASONRY UNITS (NORMAL WEIGHT)ASTM C 90.
B. AGGREGATES FOR MORTAR ASTM C 144.
C. AGGREGATES FOR GROUT ASTM C 404.
D. MASONRY CEMENT ASTM C 91a.
E. MORTAR CEMENT ASTM C 1329.
F. PORTLAND CEMENT ASTM C 150.
G. HYDRATED LIME ASTM C 207.
2. WATER SHALL BE CLEAN, FREE FROM DELETERIOUS AMOUNTS OF ACIDS, ALKALIE, AND ORGANIC MATERIALS.
3. CONCRETE MASONRY ASSEMBLAGES NOTED ON THE PLANS AS NOT REQUIRING SPECIAL INSPECTION SHALL BE
CONSTRUCTED IN CONFORMANCE WITH THE FOLLOWING:
A. CONCRETE BLOCK SHALL BE CERTIFIED. A LETTER OF CERTIFICATION SHALL BE FURNISHED BY THE MATERIAL
SUPPLIER TO THE BUILDING OFFICIAL, ARCHITECT, AND ENGINEER-OF-RECORD PRIOR TO DELIVERY OF THE
MATERIALS TO THE JOB SITE. THE LETTER SHALL ASSURE THAT THE MATERIALS CONFORM TO ASTM C 90.
B. MORTAR SHALL BE TYPE S AND HAVE BEEN MIXED IN ACCORDANCE WITH THE IBC TABLE 2103.7(1). THE
MORTAR MIX SHALL ACHIEVE A 28 DAY STRENGTH OF 1800 PSI.
C. GROUT SHALL BE MIXED IN ACCORDANCE TO IBC TABLE 2103.10 AND SHALL CONFORM TO ASTM C 476. THE
GROUT MIX SHALL ACHIEVE A 28 DAY STRENGTH OF 2000 PSI. A LETTER OF CERTIFICATION SHALL BE
FURNISHED BY THE MATERIAL SUPPLIER TO THE BUILDING OFFICIAL, ARCHITECT, AND ENGINEER-OF-RECORD
PRIOR TO DELIVERY OF THE MATERIALS TO THE JOB SITE.
D. CONSTRUCTION OF CONCRETE MASONRY WALLS NEED NOT BE INSPECTED BY A SPECIAL INSPECTOR.
4. CONCRETE MASONRY ASSEMBLAGES NOTED ON THE PLANS AS REQUIRING SPECIAL INSPECTION SHALL BE
CONSTRUCTED IN CONFORMANCE WITH THE FOLLOWING:
A. CONCRETE BLOCK SHALL BE TESTED. TESTS OF THE BLOCKS SHALL BE MADE IN CONFORMANCE TO ASTM C
140. TESTS SHALL BE MADE OF THE BLOCKS PRIOR TO THE START OF CONSTRUCTION AND DURING THE COARSE
OF CONSTRUCTION AT THE RATE OF ONE TEST PER 5000 SQ. FT. OF WALL. TEST RESULTS SHALL BE FURNISHED TO
THE BUILDING OFFICIAL, ARCHITECT, AND ENGINEER-OF-RECORD. A MINIMUM NET COMPRESSIVE STRENGTH
OF 1900 PSI SHALL BE SHOWN TO HAVE BEEN ACHIEVED.
B. MORTAR SHALL BE TYPE S AND HAVE BEEN MIXED IN ACCORDANCE WITH THE IBC TABLE 2103.7(1). THE
MORTAR MIX SHALL ACHIEVE A 28 DAY STRENGTH OF 1800 PSI.
C. GROUT SHALL BE MIXED IN ACCORDANCE TO IBC TABLE 2103.10 AND SHALL BE PER ASTM C 476. THE GROUT
MIX SHALL ACHIEVE A 28 DAY STRENGTH OF 2000 PSI. TESTS OF THE GROUT SHALL BE PER ASTM C 1019. TESTS
SHALL BE MADE OF THE GROUT DURING THE COARSE OF CONSTRUCTION AT THE RATE OF ONE TEST PER 5000
SQ. FT. OF WALL. TEST RESULTS SHALL BE FURNISHED TO THE BUILDING OFFICIAL, ARCHITECT, AND
ENGINEER-OF-RECORD PRIOR TO DELIVERY OF THE MATERIALS TO THE JOB SITE.
D. CONSTRUCTION OF CONCRETE MASONRY WALLS SHALL BE INSPECTED BY A SPECIAL INSPECTOR.
5. FABRICATION AND PLACEMENT OF REINFORCING STEEL STEEL, EMBEDDED ANCHORS, AND HARDWARE SHALL BE
PERIODICALLY INSPECTED BY A SPECIAL INSPECTOR WHEN PLACEMENT OF THE CONCRETE MASONRY
ASSEMBLAGES IS REQUIRED TO BE INSPECTED BY A SPECIAL INSPECTOR. THE FOLLOWING ARE THE REQUIREMENTS
OF THE SPECIAL INSPECTOR TO VERIFY:
A. THE MILL CERTIFICATE.
B. THE MATERIALS USED ARE PROPERLY STORED AND PREPARED FOR USE.
C. THE CONSTRUCTION DETAILS, PROCEDURES, AND WORKMANSHIP ARE PER THE PLANS AND THE BUILDING
CODE.
D. THE REINFORCEMENT BAR GRADES, SIZE, PLACEMENT, AND SPLICES.
A CERTIFICATE OF INSPECTION SHALL BE PROVIDED BY THE SPECIAL INSPECTOR TO THE BUILDING OFFICIAL,
ARCHITECT, AND ENGINEER-OF-RECORD.
6. PLACEMENT OF CONCRETE MASONRY ASSEMBLAGES SHALL BE CONTINUOUSLY INSPECTED BY A SPECIAL
INSPECTOR WHEN SPECIAL INSPECTIO IS NOTED AS BEING REQUIRED. THE INSPECTOR SHALL BE PRESENT DURING
PREPARATION AND TAKING OF ANY PRISMS OR TEST SPECIMENS, AT THE START OF LAYING UNITS EACH DAY, AFTER
THE PLACEMENT OF REINFORCING STEEL TO INSPECT THE GROUT SPACE PRIOR TO EACH GROUTING OPERATIONS.
HE NEED NOT BE PRESENT DURING THE ENTIRE LAYING OPERATION PROVIDED HE IS PRESENT AT THE ONSET OF EACH
DAYS WORK. THE FOLLOWING ARE THE REQUIREMENTS OF THE SPECIAL INSPECTOR TO VERIFY:
A. THE TAKING OF TEST SAMPLES.
B. THE MATERIALS USED ARE PROPERLY STORED AND PREPARED FOR USE.
C. THE CONCRETE MASONRY UNITS ARE IN PER THE PLANS AND THE BUILDING CODE.
D. THE MORTAR IS PROPERLY PREPARED AND PLACED PER THE PLANS AND THE BUILDING CODE.
E. THE GROUT USED AND PLACED IS PER THE PLANS AND THE BUILDING CODE. HE SHALL VERIFY LOAD TICKETS
FOR TRANSIT MIXED GROUTS.
F. THE CONSTRUCTION DETAILS, PROCEDURES, AND WORKMANSHIP ARE PER THE PLANS AND THE BUILDING
CODE.
A CERTIFICATE OF INSPECTION SHALL BE PROVIDED BY THE SPECIAL INSPECTOR TO THE BUILDING OFFICIAL,
ARCHITECT, AND ENGINEER-OF-RECORD.
7. CELLS SHALL BE IN VERTICAL ALIGNMENT TO PROVIDE A MINIMUM UNOBSTRUCTED CORE OF 3"X3". DOWELS FROM
FOOTINGS SHALL BE SET TO ALIGN WITH CORES CONTAINING REINFORCING.
8. ALL CELLS CONTAINING REINFORCING, ANCHORS OR INSERTS SHALL BE FILLED SOLID WITH GROUT. OTHER CELLS
SHALL BE FILLED WITH GROUT WHEN NOTED ON THE PLANS. UN-GROUTED CELLS SHALL BE BLOCKED WITH A GROUT
STOP FABRIC TO PREVENT THEM FROM BEING INADVERTENTLY GROUTED.
9. CLEAN OUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF ALL CELLS TO BE FILLED AT EACH LIFT OR POUR OF
GROUT WHERE SUCH LIFT OR POUR IS IN EXCESS OF 5 FEET IN HEIGHT. OVERHANGING MORTAR OR OTHER
OBSTRUCTION OR DEBRIS SHALL BE REMOVED FROM INSIDE OF CELL WALLS. CLEAN OUTS SHALL BE SEALED AFTER
INSPECTION, BEFORE GROUTING.
10. HOLD VERTICAL REINFORCING IN POSITION AT TOP AND BOTTOM AND AT INTERVALS NOT EXCEEDING 200 BAR
DIAMETERS IN MASONRY WALLS.
11. ALL ANCHOR BOLTS AND INSERTS SHALL BE SECURED IN PLACE PRIOR TO PLACEMENT OF CONCRETE OR GROUT.
SITE WORK AND FOUNDATIONS
1. THE FOUNDATION DESIGNS ARE BASED ON THE FOLLOWING SOILS REPORT:
PER:ADVANCED GEOTECHNICAL SOLUTIONS, INC.
PROJECT NUMBER:2107-12-B-4
DATE:MARCH 16, 2022
2. THE FOUNDATION DESIGN IS BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 2000 PSF.
3. THE SOILS REPORT AND ITS RECOMMENDATIONS SHALL BE COMPLIED WITH. PERFORM ALL SITE AND PAD PREPARATION,
COMPACTION, EXCAVATION, FILL PLACEMENT, SLAB BASE PREPARATION, ETC. IN ACCORDANCE WITH THE SOILS REPORT.
ALL FILL PLACEMENT SHALL BE WITH NON-EXPANSIVE SOIL PER THE SOILS REPORT RECOMMENDATIONS.
4. THE BOTTOMS OF FOOTING EXCAVATIONS SHALL BE CLEAN, LEVEL, AND FREE OF LOOSE MATERIAL OR WATER WHEN
CONCRETE IS PLACED. OVER EXCAVATION FOR THE FOOTINGS SHALL BE FILLED WITH CONCRETE. BACK FILL SHALL NOT
BE PLACED UNTIL SUPPORTING FOUNDATIONS, WALLS, AND SLAB HAVE ATTAINED SUFFICIENT STRENGTH TO SUPPORT
LATERAL SOIL PRESSURES.
5. THE SOIL UNDER FOOTINGS AND SLABS SHALL BE NEAR OPTIMUM MOISTURE CONTENT OR PRESATURATED PER THE SOILS
REPORT RECOMMENDATIONS PRIOR TO CONCRETE PLACEMENT AND SHALL BE VERIFIED BY THE SOILS ENGINEER IN
WRITING. BACK FILL IN CONTACT WITH FOUNDATIONS SHALL BE PLACED AS QUICK AS POSSIBLE. EXCAVATIONS AROUND
THE BUILDING SHALL BE KEPT DRY AND STANDING WATER SHALL BE PUMPED OUT PRIOR TO PLACING BACK FILL.
6. THERE SHALL NOT BE ANY UTILITY TRENCHES WHICH EXTEND DEEPER THAN A 45 DEGREE LINE PROJECTED DOWN AND
AWAY FROM THE BOTTOM OUTSIDE CORNER OF ANY FOOTING OF THE BUILDING FOUNDATION. THERE SHALL NOT BE ANY
PIPES OR CONDUITS PLACED UNDER CONTINUOUS OR ISOLATED SPREAD FOOTINGS UNLESS DETAILED OR APPROVED BY
THE ARCHITECT, ENGINEER OF RECORD, AND THE BUILDING OFFICIAL.
7. ALL SURFACE WATER MUST DRAIN AWAY FROM SLAB AND NO PONDING SHALL BE ALLOWED NEXT TO FOUNDATION.
REFER TO CIVIL AND ARCHITECTURAL PLANS FOR DRAINAGE REQUIREMENTS.
8. VAPOR BARRIER (RETARDER) SHALL BE HIGH-DENSITY POLYETHYLENE PLASTIC FILM AND SHALL CONFORM TO ASTM E
1745, "WATER VAPOR RETARDERS USED IN CONTACT WITH SOIL OR GRANULAR FILL UNDER CONCRETE SLABS."
9. ALL HOLD DOWNS, ANCHORS BOLTS, AND POST BASES SHALL BE TIED IN PLACE PRIOR TO FOUNDATION INSPECTION.
10. WORKMANSHIP DURING THE PLACING AND FINISHING OPERATIONS AND PROTECTION DURING THE CURING OF THE
FOUNDATIONS SHALL BE SUCH THAT THE RESULTING CURED CONCRETE SHALL BE FREE OF SIGNIFICANT CRACKS OR
SIGNIFICANT VERTICAL DISPLACEMENT.
COMPLIANCE W/ REQ'D INSPECTION PROVISIONS OF THE CONSTRUCTION DOCUMENTS
AND APPROVED SUBMITTALS SHALL BE VERIFIED
VERIFICATION OF F'M & F'ACC PRIOR TO CONSTRUCTION EXCEPT WHERE SPECIFICALLY EXEMPTED BY
THE CODE
AS MASONRY CONSTRUCTION BEGINS, THE FOLLOWING SHALL BE VERIFIED TO ENSURE COMPLIANCE:
A. PROPORTIONS OF SITE PREPARED MORTAR
B. CONSTRUCTION OF MOTAR JOINTS
C. LOCATION OF REINFORCEMENT AND CONNECTORS
D. GRADE AND SIZE OF PRESTRESSING TENDONS AND ANCHORAGES
DURING CONSTRUCTION THE INSPECTION PROGRAM SHALL VERIFY:
A. SIZE AND LOCATION OF STRUCTURAL ELEMENTS
B. TYPE, SIZE, AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS OF ANCHORAGE OF
MASONRY TO STRUCTURAL MEMBERS, FRAMES OR OTHER CONSTRUCTION
C. SPECIFIED SIZE, GRADE, AND TYPE OF REINFORCEMENT
D. WELDING OF REINFORCING BARS
E. PROTECTION OF MASONRY DURING EXTREME WEATHER (I.E. TEMPERATURES BLW 40 DEG F
OR ABV 90 DEG F
F. APPLICATION & MEASUREMENT OF PRESTRESSING FORCE
G. PLACEMENT OF GROUT
H. ROD COUPLER INSTALLATION
PRIOR TO GROUTING, THE FOLLOWING SHALL BE VERIFIED TO ENSURE COMPLIANCE:
A. GROUT SPACE IS CLEAN
B. PLACEMENT OF REINFORCING & CONNECTORS AND PRESTRESSING TENDONS & ANCHORAGE
C. PROPORTIONS OF SITE-PREPARED GROUT
D. CONSTRUCTION OF MORTAR JOINTS
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
1401 DOVE STREET, SUITE 520
NEWPORT BEACH, CA 92660
PH: (949) 502-5323
REVISION DESCRIPTION CITY APPROVAL
INITIALDATE
ENGINEER OF WORK
INITIALDATE
ENGINEERING DEPARTMENT
DRAWING NO.PROJECT NO.
CHKD BY:
DWN BY:
APPROVED:
DATE INITIAL
RVWD BY:
"AS BUILT"
DATE
INSPECTOR DATE
REVIEWED BY:
P.E.EXP.
ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24
JASON S. GELDERT
DATE
OTHER APPROVAL
SHEETSSHEET
GRADING PLANS FOR:
C:\Users\rocio\Mor Engineers Inc. Dropbox\David Vo\MOR CAD\#Projects\2200\2209-Ponto\landscape
GR 2023-0029
543-6ASDP 2022-0003
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THE 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 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, OF
MY RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM: MOR ENGINEERS
ADDRESS: 1401 DOVE ST. STE. 520
CITY, ST.: NEWPORT BEACH, CA 92660
TELEPHONE: (714) 943-2384
BY:_______________________ DATE:__________________
KYLE MORRIS
12-07-2023
STRUCTURAL NOTES & SPECIFICATIONS - SLN-1
1 REVISION02/01/24
SPECIAL RETAINING WALL NOTES
2220
~ ~~~:~,
m o r :&>~---· '.~~;,;% vj. • --c3. . ~: • 7 : . p. -1-.
~ ·-._ ......
ENGINEERS ~ ~,i~?~~,~~~
DI CITY OF CARLSBAD I□
FPC RESIDENTIAL
/\
I I I I
DocuSign Envelope ID: 94AFDCDD-E319-4BA9-825D-110AFC4D7C5D
4/2/2024
BAR SIZE CONCRETE
LAP LENGTH
MASONRY
LAP LENGTH
#4
#5
#6
#7
#8
19"
29"
41"
54"
74"
21"
39"
47"
68"
78"
STANDARD HOOKS
90° BEND
180° BEND
STIRRUP AND TIE HOOKS
BAR SIZE MIN. DIAMETER (D)
NO. 3 THROUGH NO. 8 6d
8d
10d
D
4d OR
2-1/2" MIN D D
D
12d
45° BEND
NO. 14 AND NO. 18
NO. 9, NO. 10, AND NO. 11
90° BEND
D
6d AT NO. 5 AND SMALLER
12d AT NO. 6, 7, AND 8
135° BEND
D 6d AT NO. 8 AND SMALLER
"d
"
"d"
"d"
"d
"
LAP LENGTH
1"
C
L
R
.
6
1
TYP. LAP SPLICE
CONCRETE EMBEDMENT
WITH HOOKSTRAIGHT BAR
12"
13"
16"
18"
21"
12"
18"
24"
33"
43"
HOOK BAR AT
INTERSECTIONS
HOOK BAR
AT ENDS
AT ENDS
HOOK BAR
INTERSECTIONS
HOOK BAR AT
CORNER, SINGLE BAR INTERSECTION, SINGLE BAR
CORNER, DOUBLE BAR INTERSECTION, DOUBLE BAR
REINF. PER PLAN
HOOK BARS TO
FAR SIDE OF
FOOTING
REINF. PER PLAN
HOOK BARS TO
FAR SIDE OF
FOOTING
CONT. CONC.
FTG. OR WALL
CONT. CONC.
FTG. OR WALL
FOOTING
2
1
2
1
IMAGINARY POINT OF REFERENCE
(1'-0"
ABOVE) BOTTOM OF EXCAVATION
CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE SIDE OF ALL TRENCHES AND EXCAVATIONS
FROM CAVING IN UNTIL ALL BACKFILLING IS COMPLETE. BACKFILL AS REQ'D BY SOILS REPORT OR CIVIL
ENGINEER'S DRAWINGS.
MAINTAIN SOIL AT SIDE OF FOOTING
BOTTOM OF TRENCH OR EXCAVATION SHALL
NOT EXTEND BELOW THIS LINE
WHERE UTILITIES PASS BELOW PERIMETER
FOUNDATION BACK FILL WITH NATIVE
SOIL OR CONCRETE FROM
FOUNDATION POUR
TRENCHING
FOUNDATION
SLOPING GRADE
POINT OF DAYLIGHT
IMAGINARY POINT OF
REFERENCE (1'-0" ABOVE
BOTTOM OF EXCAVATION)
FOOTING
SETBACK TO SLOPE
CAUTION:
NOTE:
CONTRACTOR RESPONSIBLE FOR PREVENTING TRENCH FROM CAVING IN.
10'-0" MIN.
FOOTING DEPTH PER
SCHEDULE "A"
HEIGHT OF STEP
H = 2'-0" MAX.
MATCH FT'G
DEPTH 18" MIN.
2 TIMES
"H" MIN.
1BAR BENDS
2STEP FOOTING
5RETAIN 2'-0"- 3.5' CMU
7OPP RETAIN 2'-0" - 3.5' CMU SOUND WALL
3FOOTING INTERSECTION
4GRADING
6RETAIN 2'-0"- 6' CMU SOUND WALL
8OPP RETAIN 4'-0" - 5' CMU SOUND WALL
12"
F.G.
6"
F.G.
2'-0"
MAX.
3.5'
MAX.
3'-0"
4'-0"
3"
CLR
EQ.EQ.
GLASS FENCE & ATTACH-
MENT BY OTHERS
6" SPLIT-FACED CMU WITH
#4 VERT. BARS AT 8" O.C.
SOLID GROUT
#4 HORIZ. AT 24" O.C.
WATER PROOFING
BY OTHERS
PERFORATED PIPE
DRAIN W/ GRAVEL PER
SOIL REPORT
REQUIREMENTS
#4 BARS AT 8" O.C.
EA. WAY
#4 BAR
WETSET FIRST COURSE
12"
F.G.
6"
F.G.
2'-0"
MAX.
6'-0"
MAX.
3'-6"
4'-0"
3"
CLR
EQ.EQ.
GLASS FENCE & ATTACH-
MENT BY OTHERS
6 SPLIT-FACED CMU WITH
#4
VERT. BARS AT 8"
O.C.
#4 HORIZ. AT 24" O.C.
WATER PROOFING
BY OTHERS
PERFORATED PIPE
DRAIN W/ GRAVEL PER
SOIL REPORT
REQUIREMENTS
#4 BARS AT 8" O.C.
EA. WAY
#4 BAR
WETSET FIRST COURSE
GLASS FENCE & ATTACH-
MENT BY OTHERS
12"
12"
6"
MIN.
F.G.
12"
6'-0"
4'-0"
MAX.
5'-0"
MAX.
4'-0"
6" SPLIT-FACED CMU WITH
#4 VERT. BARS AT 8" O.C.
#4 HORIZ. AT 24" O.C.
(2) #4 BAR
AT TOP
EQ.EQ.
F.G.
8" CMU WITH #5
VERT. BARS AT 16" O.C.
SOLID GROUT
WATER PROOFING
BY OTHERS
PERFORATED PIPE
DRAIN W/ GRAVEL PER
SOIL REPORT
REQUIREMENTS
WETSET FIRST COURSE
#5 BAR AT 16" O.C.
EA. WAY
#4 BAR AT 8" O.C.
#4 CONT.
F.G.
2'-0"
MAX.
3.5'
MAX.
4'-0"
EQ.EQ.
GLASS FENCE & ATTACH-
MENT BY OTHERS
6" SPLIT-FACED CMU WITH
#4 VERT. BARS AT 8" O.C.
SOLID GROUT
#4 HORIZ. AT 24" O.C.
WETSET FIRST COURSE12"
12"
6"
MIN.
F.G.
12"
#4 BAR AT 8" O.C.
#4 CONT.
3"
CLR
3"
CLR
4'-0"
WATER PROOFING
BY OTHERS
PERFORATED PIPE
DRAIN W/ GRAVEL PER
SOIL REPORT
REQUIREMENTS
#4 BAR AT 8" O.C.
EA. WAY
(2) #4 AT TOP
OF WALL
(2) #4 AT TOP
OF WALL
(2) #4 AT TOP
OF WALL
(2) #4 BAR AT TOP
OF 8" BLOCK
8" CMU W/ #4 BARS
AT 8" O.C.
SOLID GROUT
CHAMFER PRECISION
BLOCK CAP
CHAMFER
PRECISION
BLOCK CAP
CHAMFER
PRECISION
BLOCK CAP
CHAMFER PRECISION
BLOCK CAP
1401 DOVE STREET, SUITE 520
NEWPORT BEACH, CA 92660
PH: (949) 502-5323
REVISION DESCRIPTION CITY APPROVAL
INITIALDATE
ENGINEER OF WORK
INITIALDATE
ENGINEERING DEPARTMENT
DRAWING NO.PROJECT NO.
CHKD BY:
DWN BY:
APPROVED:
DATE INITIAL
RVWD BY:
"AS BUILT"
DATE
INSPECTOR DATE
REVIEWED BY:
P.E.EXP.
ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24
JASON S. GELDERT
DATE
OTHER APPROVAL
SHEETSSHEET
GRADING PLANS FOR:
C:\Users\rocio\Mor Engineers Inc. Dropbox\David Vo\MOR CAD\#Projects\2200\2209-Ponto\landscape
GR 2023-0029
543-6ASDP 2022-0003
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THE 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 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, OF
MY RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM: MOR ENGINEERS
ADDRESS: 1401 DOVE ST. STE. 520
CITY, ST.: NEWPORT BEACH, CA 92660
TELEPHONE: (714) 943-2384
BY:_______________________ DATE:__________________
KYLE MORRIS
12-07-2023
STRUCTURAL DETAILS - SLD-1
SPECIAL RETAINING WALL DETAILS
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FPC RESIDENTIAL
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DocuSign Envelope ID: 94AFDCDD-E319-4BA9-825D-110AFC4D7C5D
4/2/2024
-9
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OPENING/BLOCK OUT IN FT'G
6"
MIN.
2'-0"X2'-0"
BLOCKOUT
IN FOOTING
MASONRY
WALL
PROVIDE (2)#5
BARS. EXTEND
4'-0" PAST
OPENING
ALIGN (2) #5 BARS
AT EDGE OF
OPENING
RETAINING
WALL FT'G
PLAN VIEW
RETAIN 3'-6" W/ FENCE
12"
F.G.
6"
F.G.
3'-6"
MAX.
3'-9"
6'-0"
3"
CLR
2 3/4"
VINYL FENCE & ATTACH-
MENT BY OTHERS
8" SPLIT-FACED CMU WITH
#4 VERT. BARS AT 16"
O.C.
SOLID GROUT
#4 HORIZ. AT 24" O.C.
WATER PROOFING
BY OTHERS
PERFORATED PIPE
DRAIN W/ GRAVEL PER
SOIL REPORT
REQUIREMENTS
#4 BARS AT 8" O.C.
EA. WAY
#4 BAR
(2) #4 AT TOP
OF WALL
WETSET FIRST COURSE
RETAIN 3'-6" W/ FENCE
12"
F.G.
6"
F.G.
3'-6"
MAX.
6'-0"
3"
CLR
2 3/4"
VINYL FENCE & ATTACH-
MENT BY OTHERS
8" SPLIT-FACED CMU WITH
#4 VERT. BARS AT 16"
O.C.
SOLID GROUT
#4 HORIZ. AT 24" O.C.
WATER PROOFING
BY OTHERS
PERFORATED PIPE
DRAIN W/ GRAVEL PER
SOIL REPORT
REQUIREMENTS
#4 BARS AT 8" O.C.
EA. WAY
#4 BAR
(2) #4 AT TOP
OF WALL
WETSET FIRST COURSE
12"
3'-0"
12"
#4 BAR
AT 8" O.C.
#4 BAR
CATCH BASIN ELEV.
10'-0"
EQ.EQ.
8" THK
CONC.
F'c=3000
PSL
OPENING AT TOP
PROVIDE (2) #4
EA. SIDE EXTEND
12" PAST OPENING
OPENING FOR
STORM DRAIN
PROVIDE (2) #4
EA. SIDE EXTEND
12" PAST OPENING
8" THK
CONC.
F'c=3000
PSL
SEE CIVIL FOR
MORE
INFORMATION
13RET 4'-0" - 3.5' CMU SOUND WALL
12"
F.G.
6"
F.G.
4'-0"
MAX.
3'-6"
MAX.
4'-6"
4'-0"
3"
CLR
EQ.EQ.
GLASS FENCE & ATTACH-
MENT BY OTHERS
6" SPLIT-FACED CMU WITH
#4
VERT. BARS AT 8"
O.C.
#4 HORIZ. AT 24" O.C.
WATER PROOFING
BY OTHERS
PERFORATED PIPE
DRAIN W/ GRAVEL PER
SOIL REPORT
REQUIREMENTS
#4 BARS AT 8" O.C.
EA. WAY
#4 BAR
WETSET FIRST COURSE
(2) #4 AT TOP
OF WALL
8" SPLIT-FACED CMU W/
#4 BARS
AT 8" O.C.
SOLID GROUT
1
#4 VERT. AT 12" O.C.
TYPICAL
#4 HORIZ. AT 12" O.C. AT
UPPER 5FT
#4 HORIZ AT 6" O.C. AT
LOWER 5FT
5'-0" MAX WIDTH
1
CHAMFER
PRECISION
BLOCK CAP
CHAMFER
PRECISION
BLOCK
CAP
CHAMFER
PRECISION
BLOCK CAP
1401 DOVE STREET, SUITE 520
NEWPORT BEACH, CA 92660
PH: (949) 502-5323
REVISION DESCRIPTION CITY APPROVAL
INITIALDATE
ENGINEER OF WORK
INITIALDATE
ENGINEERING DEPARTMENT
DRAWING NO.PROJECT NO.
CHKD BY:
DWN BY:
APPROVED:
DATE INITIAL
RVWD BY:
"AS BUILT"
DATE
INSPECTOR DATE
REVIEWED BY:
P.E.EXP.
ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24
JASON S. GELDERT
DATE
OTHER APPROVAL
SHEETSSHEET
GRADING PLANS FOR:
C:\Users\rocio\Mor Engineers Inc. Dropbox\David Vo\MOR CAD\#Projects\2200\2209-Ponto\landscape
GR 2023-0029
543-6ASDP 2022-0003
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THE 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 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, OF
MY RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM: MOR ENGINEERS
ADDRESS: 1401 DOVE ST. STE. 520
CITY, ST.: NEWPORT BEACH, CA 92660
TELEPHONE: (714) 943-2384
BY:_______________________ DATE:__________________
KYLE MORRIS
12-07-2023
STRUCTURAL DETAILS - SLD-2
1 REVISION02/01/24
SPECIAL RETAINING WALL DETAILS
2222
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DocuSign Envelope ID: 94AFDCDD-E319-4BA9-825D-110AFC4D7C5D
4/2/2024