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HomeMy WebLinkAboutDWG 546-1A; CUP 2021-0014; VETERANS MEMORIAL PARK; 01-61CIVILENGINEERINGCONSULTING 999 CORPORATE DR., SUITE 100LADERA RANCH, CA 92694p: 949.463.8822e: tec@civtec.net September 9, 2025 VETERANS MEMORIAL PARKFARADAY AVE./WHITMAN WAYTITLE SHEET SHEET C-0.01 PROJECTLOCATION TITLE SHEET 1INDEX MAP 2DETAIL SHEETS 3 TO 5STANDARD DETAIL SHEETS 6 TO 8DEMOLITION PLANS 9 TO 13PRECISE GRADING PLAN 14 TO 33STORM DRAIN PLAN/PROFILE 34 TO 37HORIZONTAL CONTROL/SIGNING AND STRIPING PLAN 38 TO 43ALLAN BLOCK RETAINING WALLS 44 TO 59SINGLE SHEET BMP EXHIBIT 60RETAINING WALL DETAILS & SECTIONS 61 (SEE ALSO TABLE ON SHEET 2) 218,800 180,900 0 2,950 5,000 37.1 ACRES 93.702 ACRES 0 SQ. FT. 202,985 SQ. FT. CITY OF CARLSBAD PARKS DEPARTMENT DWG. 369-2GRADING AND DRAINAGE PLANS FOR FARADAY AVE.DWG. 377-3KELLY RANCH CORE AREADWG. 377-3AKELLY RANCH COREDWG. 478-5HCARLSBAD DESALINATION CONVEYANCE PIPELINE EAST SIDE OF FARADAY AVENUE, SOUTH OFWHITMAN WAY SOUTHERN CALIFORNIA GEOTECHNICAL LOT 10 OF CITY OF CARLSBAD CT 09-03, IN THE CITYOF CARLSBAD, COUNTY OF SAN DIEGO, STATE OFCALIFORNIA, ACCORDING TO MAP THEREOF NO.15902 FILED IN THE OFFICE OF THE COUNTYRECORDER OF SAN DIEGO COUNTY ON MARCH 4,2013. APN: 212-271-03-00 APN: 212-271-03-00 1994870.6 6239692.3 civTEC 999 CORPORATE DR., SUITE #100 LADERA RANCH, CA 92694 949-463-8822 C-81640 SEPT. 30, 2025 AERIAL TOPOGRAPHY AND FIELD SURVEY PSOMAS. PROJECT NO. 19G109-2 APRIL 7, 2020 civTEC REVIEWED BY: DATEINSPECTOR DATE "AS BUILT" RCE EXP. 20 THOMAS E. CARCELLI 1 BASED UPON CITY OF CARLSBAD LOCAL NGVD29 DATUM; SAIDELEVATIONS ARE BASED LOCALLY UPON FIELD-OBSERVED TIESTO THE FOLLOWING CITY OF CARLSBAD LOCAL BENCHMARKS:REFERENCED STATIONS CONNECTED PER ROS 17271:105,109,58,57,56,130 BIOFILTRATIONAREA WITHUNDERDRAIN CITY OFCARLSBAD SEE SWQMP C-0.05, C-1.01,C-1.02, C-1.06,C-1.09, C-1.18,C-1.20 SEE SWQMP 105: 45.41', 109: 26.135', 58: 56.23',57: 44.01' ,56: 111.374', 130: 40.91' MITIGATION MONITORING AND REPORTING PROGRAMMITIGATION MEASURES: BIO-3: (PART): ENSURE A QUALIFIED BIOLOGIST TRAINS PROJECT PERSONNEL BEFORE PROJECT ACTIVITIES. BIO-4: CLEARING AND GRUBBING AND OTHER CONSTRUCTION ACTIVITIES ARE PROHIBITED ON SITE DURINGTHE BIRD-BREEDING SEASON (FEBRUARY 15–AUGUST 31), IF FEASIBLE. IF THE BREEDING SEASON CANNOT BEAVOIDED, THE FOLLOWING MEASURES SHALL BE TAKEN: A. SINCE COASTAL CALIFORNIA GNATCATCHERS (POLIOPTILA CALIFORNIA CALIFORNICA) HAVE THEPOTENTIAL TO OCCUR ON SITE, A QUALIFIED BIOLOGIST SHALL CONDUCT A PRE-CONSTRUCTION NESTCLEARANCE SURVEY WITHIN 500 FEET SURROUNDING THE PROJECT SITE WITHIN SUITABLE HABITAT NOMORE THAN THREE DAYS PRIOR TO CONSTRUCTION. B. SURVEYS SHALL BE CONDUCTED BY A QUALIFIED BIOLOGIST IN APPROPRIATE HABITAT FOR COASTALCALIFORNIA GNATCATCHERS, NESTING RAPTORS AND MIGRATORY BIRDS AND WITHIN A 500-FOOTSURVEY BUFFER WITHIN THREE DAYS INITIATION OF CONSTRUCTION OR VEGETATION REMOVAL. C. THE USFWS SHALL BE NOTIFIED IMMEDIATELY OF ANY FEDERALLY LISTED SPECIES THAT ARE LOCATEDDURING PRE-CONSTRUCTION SURVEYS WITHIN THE ADJACENT AREAS. D. IF NESTS OF LISTED BIRDS, MIGRATORY BIRDS, RAPTORS, OR OTHER SPECIAL-STATUS SPECIES ARELOCATED, THEY SHALL BE FENCED WITH A PROTECTIVE BUFFER OF 500 FEET FROM ACTIVE NESTS OFLISTED SPECIES OR RAPTORS, AND AN APPROPRIATE WIDTH FOR OTHER SPECIAL-STATUS BIRD SPECIES,TO BE DETERMINED BY QUALIFIED BIOLOGIST. ALL CONSTRUCTION ACTIVITY SHALL BE PROHIBITEDWITHIN THIS AREA UNTIL THE BIRDS HAVE FULLY FLEDGED, OR THE NEST IS DETERMINED TO NO LONGERBE ACTIVE. E. DURING THE BREEDING SEASON, CONSTRUCTION NOISE SHALL BE MEASURED BY THE PROJECTBIOLOGIST REGULARLY TO MAINTAIN A THRESHOLD AT OR BELOW 60 A-WEIGHTED DECIBELS (DBA)HOURLY EQUIVALENT LEVEL (LEQ) WITHIN 500 FEET OF BREEDING HABITAT OCCUPIED BY LISTED SPECIES.THE SITE IS CURRENTLY AFFECTED BY ROADWAY NOISE. IF AMBIENT LEVELS ARE GREATER THAN 60 DBA,A MODIFIED THRESHOLD SHOULD BE EVALUATED WITH THE CITY OF CARLSBAD. IF NOISE LEVELS EXCEEDTHE THRESHOLD, THE CONSTRUCTION ARRAY SHALL BE CHANGED, SUCH AS USING DIFFERENTCONSTRUCTION EQUIPMENT, OR NOISE ATTENUATION MEASURES SHALL BE IMPLEMENTED, SUCH ASNOISE BLANKETS, TO ACHIEVE A CONSTRUCTION NOISE LEVEL OF LESS THAN 60 DBA. BIO-5: THE FOLLOWING WILDLIFE IMPACT AVOIDANCE MEASURES SHALL BE IMPLEMENTED DURINGCONSTRUCTION OF THE PROJECT SITE. A. LIGHTING IN OR ADJACENT TO THE PRESERVE SHALL NOT BE USED, EXCEPT WHERE ESSENTIAL FORROADWAY, FACILITY USE, AND SAFETY. IF NIGHTTIME CONSTRUCTION LIGHTS ARE NECESSARY, ALLLIGHTING ADJACENT TO NATURAL HABITAT SHALL BE SHIELDED AND/OR DIRECTED AWAY FROMHABITAT.B. IF DEAD OR INJURED LISTED SPECIES ARE LOCATED, INITIAL NOTIFICATION MUST BE MADE WITHIN THREEWORKING DAYS, IN WRITING, TO THE USFWS AND CDFW.C. TO AVOID ATTRACTING PREDATORS OF THE TARGET SPECIES OF CONCERN, THE PROJECT SITE SHALL BEKEPT AS CLEAN OF DEBRIS AS POSSIBLE. ALL FOOD-RELATED TRASH ITEMS SHALL BE ENCLOSED INSEALED CONTAINERS AND REGULARLY REMOVED FROM THE SITE. PETS OF CONSTRUCTION PERSONNELSHALL NOT BE ALLOWED ON THE PROJECT SITE WHERE THEY MAY COME INTO CONTACT WITH ANYLISTED SPECIES.D. A QUALIFIED BIOLOGIST WITH EXPERTISE AND EXPERIENCE CONDUCTING BAT SURVEYS SHALL BERETAINED BY THE CITY AS A DESIGNATED BAT BIOLOGIST. A BAT SURVEY WILL BE CONDUCTED WITHINTHE PROJECT SITE TO IDENTIFY POTENTIAL HABITAT THAT COULD PROVIDE DAYTIME AND/OR NIGHTTIMEROOST SITES, AND ANY MATERNITY ROOSTS, ESPECIALLY WITHIN TREES WITHIN THE PROJECT AREA. THESURVEY SHALL OCCUR DURING THE ROOSTING SEASON (APPROXIMATELY MARCH-SEPTEMBER) USINGACOUSTIC TECHNOLOGY AND EMERGENCE COUNTS. ALSO, NO MORE THAN 30 DAYS PRIOR TOVEGETATION REMOVAL, THE DESIGNATED BAT BIOLOGIST WILL CONDUCT A PRECONSTRUCTION BATSURVEY WITHIN ALL TREES OR STRUCTURES THAT PROVIDE SUITABLE BAT ROOSTING HABITAT WITHIN THEPROJECT SITE. IF A MATERNITY ROOST IS DETERMINED TO BE PRESENT WITHIN A TREE TO BE REMOVED, A300-FOOT NO WORK BUFFER SHALL BE PLACED AROUND THE ROOST AND NO WORK SHALL OCCURWITHIN THE BUFFER UNTIL AFTER THE ROOSTING SEASON IS OVER. WORK MAY PROCEED AFTER AQUALIFIED BIOLOGIST IS ABLE TO VERIFY THAT THE ROOST IS NO LONGER ACTIVE. NOTE: PLEASE BE ADVISED OF OTHER MITIGATION MEASURES FROM THE MITIGATION MONITORING ANDREPORTING PROGRAM (MMRP) THAT ARE RELEVANT TO GRADING ACTIVITIES, INCLUDING BUT NOT LIMITEDTO:BIO-3 B) THROUGH K), CUL-1, CUL-2, CUL-3, CUL-4, CUL-5. CUL- 6, CUL-7, CUL-8, CUL-9, CUL-10, CUL-11,CUL-14, CUL-15, AND GEO-2 1200 CARLSBAD VILLAGE DRIVECARLSBAD, CA 92008 442-339-2820 N/A 7454 JUNE 15, 2022 BASIS OF BEARINGS THE COORDINATES SHOWN HEREON ARE BASED UPON THE CALIFORNIA COORDINATE SYSTEM OF1983, CCS83, ZONE 6, (EPOCH 1991.35) IN ACCORDANCE WITH THE CALIFORNIA PUBLICRESOURCES CODE SECTIONS 8801-8819; SAID COORDINATES ARE BASED LOCALLY UPONFIELD-OBSERVED TIES TO THE FOLLOWING CALIFORNIA SPATIAL REFERENCE NETWORK, OREQUIVALENT STATIONS: REFERENCED STATIONS CONNECTED PER ROS 17271:105,109,58,57,56,130 ALL COORDINATES ARE EXPRESSED IN US SURVEY FEET (ONE FOOT = 39.37/12 METERS). THECOORDINATES SHOWN HEREON ARE EXPRESSED IN TERMS OF GROUND DISTANCES. FROM THE GRIDCOORDINATE NORTH 1,995,736.572 AND EAST 6,240,281.313 APPLY THE RECIPROCAL OF THEAVERAGE COMBINATION FACTOR OF 0.999 961 32 TO OBTAIN GROUND COORDINATES. JUNE GENERAL CONSTRUCTION NOTES 4 3 5 2 PROTECT IN PLACE 6" CONCRETE SURFACE DETAIL 2, SHEET L-2.01 1 6 7 8 RESILIENT SURFACE DETAIL 1, SHEET L-2.02 3-FOOT WIDE V-GUTTER (IN PARKING AREAS)DETAIL 9, SHEET C-0.039 TREE WELL WITH CONCRETE BAND OR SEAT WALL PER LANDSCAPE ARCHITECT PLANS 10 CURB, C.F. PER PLAN S.D.R.S.D. G-01 CURB & GUTTER, C.F. PER PLAN S.D.R.S.D. G-02 CURB RAMP, TYPE PER PLAN S.D.R.S.D. G-27 TO G-32B 11 12 DECORATIVE PAVING SURFACE DETAIL 4, SHEET L-2.01 13 18" STEP-OUT CURB DETAIL 13, SHEET C-0.03 14 CURB FACE TRANSITION DETAIL 14, SHEET C-0.03 15 LOCAL DEPRESSION, 5-FOOT TRANSITION N/A 16 LEVEL PAD FOR BUS STOP PER DWG. NO. 546-1 N/A 17 18" U-CHANNEL DETAIL 17, SHEET C-0.03 4" A.C./12" A.B. PAVEMENT (DRIVE AISLES)N/A 4" A.C./6" A.B. PAVEMENT (PARKING STALLS)N/A 5" D.G. /3" A.B. SURFACE DETAIL 5, SHEET L-2.01 - - 6 EA 115 LF 530 LF - 315 LF 2 EA 745 LF 1,350 LF 19,625 SF - - - 31,650 SF - 24 LF THE SWPPP WILL BE UPLOADED BY THE CONTRACTOR PRIOR TO CONSTRUCTION APRIL 9, 2025 9/9/2025 (SEE LANDSCAPE PLANS) (SEE LANDSCAPE PLANS) (SEE LANDSCAPE PLANS) (SEE LANDSCAPE PLANS) 9/11/2025 Curtis Jackson, Real Estate Manager 9/30/2026 6/18/2025 GE 2364 GREGORY K. MITCHELL JULY 19 JUNE 25 June 15, 2022 June 15, 2022 JN NF GRADING NOTES 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED (IN ADDITION BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD THIS PROJECT, DRAWING NO. AND/OR AS DIRECTED BY THE CITY WORK TO BE DONE MUNICIPAL CODE.) ENGINEER OR PLANNING DIRECTOR. THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY 29. THE OWNER/APPLICANT SHALL INSURE THAT AUL CONTIRACTORS SHALL COORDINATE THE REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CON TIROL FACILITIES, AND OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND --PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS, 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE IRRIGATION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. --VICINITY MAP PLANS AND THE CITY STANDARDS, SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS AND STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY ORDINANCES CITED ON THESE PLANS. PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL 30. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. GRADING OPERATION, IT SHAUL BE REMOVED WITHIN TWENTY FEET OF BUILIDING CITY OF OCEANSIDE THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-OR STIREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER HIGHWAY. ,.8 -DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY ENGINEER. THE CITY ENGINEER. r DISCOVERED DURING CONSTIRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY •• ~~ 1 . CARLSBAD MUNICIPAL CODE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 31. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN .-.;: CJ- ~t 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE Ill.:,. ,.. .. \ r .J 7 2. CITY OF CARLSBAD ENGINEERING STANDARDS WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER 11,.~ .J<-NOT TO CERTIFICATE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST BE UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT *~ SCALE 3. THIS SET OF PLANS FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE "/ \ €1, FARADAY 4. RESOLUTION NO . DATED PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND . ~. ~.·.. %\ 'ip>· c..,,.,,,.,,o OCCURRANCE OF LIABILITY. THE INSURANCE COMPANY WIRITING THE POLICY MUST ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. -~·-1 ···;~~~ ~ tJ:· \ 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN HAVE A RATING OF "A-" OR BETTER AND A SIZE CA TE GORY OF CLASS VII 32. THE CON TIRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES CITY OF VISTA BOOK). OR BETTER AS ESTABLISHED BY "BESTS" KEY RATING GUIDE. ( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY ~ ~LOl,IAR ~¢?.<$-> ROAn 6. SOILS REPORT AND RECOMMENDATIONS BY 5. NO WORK SHAUL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS ~~o~ DATED THE CITY AND OTHER APPROPRIATE AGENCIES. FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY 6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED WORK. ~~ ~ THE CITY OF CARLSBAD STANDARDS. IMPROVEMENTS ARE NOT CONSTIRUCTED PRIOR TO THE DEADLINE DATE OF THE 33. THE CONTIRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT ~ \ , l CITY OF 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS IMPROVEMENT AGREEMENT. LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR 11-01'0 \ MARCOS SAN DATED 7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. • \ "'k ALGA ~" II'>; ~ 9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION UNDERGROUND SERVICE ALERT 800)422-4133 HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. SDG&E BOO 411-7343 ~ ~ 10. STORM WATER POLLUTION PREVENTION PLAN: B. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WIRITTEN AT&T BOO 892-0123 ~~· ........ ·~.··.·.,·.··.· ~ BY APPROVAL TIME WARNER CABLE '-::-· • ·:•i· •• •• ·~~;;it ' AVE.~ ,;r OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE 760 438-7741 PACIFIC WDID NO. 9 375 APPROPRIATE SHEET OF THE PLANS AND THE TITILE SHEET. COX COMMUNICATIONS 619 262-1122 <I! iJO CITY OF CARLSBAD(STREETS & STORM DRAIN) 760 434-2980 OCEAN ~ :,, 11. STORM WATER MANAGEMENT PLAN PREPARED 9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING 'tlTY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER) 760 438-2722 ~ BY "A TED ~WMP NO. SIGNED BY THE CITY ENGINEER. 'SAN DIEGUITO WATER DISTIRICT 760 633-2650 --Lr-.._ 12. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK AND 10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS "LEUCADIA WASTEWATER DISTRICT 760 753-0155 L\_ CALTRANS CONSTRUCTION SITE BMP MANUAL. 'VALLECITOS WATER DISTRICT . BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE 760 744-0460 CITY OF ENCINITAS ~ - CITY. 'OLIVENHAIN WATER DISTIRICT 760 753-6466 11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO 'BUENA SANITATION DISTRICT (760)726-1340 x1330 *AS APPROPRIATE THE PROJECT SITE AT ALL TIMES DURING CONSTIRUCTION. INDEX OF SHEETS LEGEND 12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED 34. PERMIT COMPLIANCE REQUIREMENTS: OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION A. FOR CONTROLLED GRADING THE APPLICANT HIRES A CIVIL ENGINEER, DESCRIPTION DWG.NO. SYMBOL SOILS ENGINEER, AND/OR GEOLOGIST TO QUANTITY CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF GIVE TECHNICAL ADVICE, CALIFORNIA, PRINCIPAUL Y DOING BUSINESS IN THE FIELD OF APPLIED SOILS OBSERVE AND CONTROL THE WORK IN PROGRESS !15.16.120 A.Bl MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING CARLSBAD MUNICIPAL CODE. 0 INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS. B. II II PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLOWING 13. A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION REGARDING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE 0 f. I ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED PROJECT INSPECTOR j15.16.120 A.10} CARLSBAD MUNICIPAL CODE: PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING 0 l>~<♦~<I SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL 0 STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED GRADING IS COMPLETE. ALL EROSION CONTIROL, SLOPE PLANTING I . . I SOILS MECHANICS. ALL FILL OR FUTURE FIUL AREAS SHALL BE CONSTRUCTED IN AND IRRIGATION ARE INSTALLED IN CONFORMANCE WITH CITY 0 ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND THE CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE II II " EARTHWORK SPECIFICATIONS " ATTACHED TO THE PRELIMINARY SOILS 0 INVESTIGATION. DAILY FIELD COMPACTION REPORTS WIUL BE SUBMITTED TO THE LETTER FROM CITY ENGINEERING DEPARTIMENT). LEGAL DESCRIPTION PROJECT INSPECTOR. (2) AS-BUILT GRADING PLAN. 0 14. A E'~ECQ~STIR!.!CTIQ~ MEETI~G SHALL BE HELD E'BIQB TQ T~E BEGl~NING QE (3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES WQB~ A~□ SHAI I BE AIIE~□E□ BY Al I BEE'BESENIATI'iES BESE'QNSIBI E EQB RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO 0 "qj7 CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF 0 .WQRK. THE CONTRACTOR WILL BE CONTACTED BY THE PROJECT INSPECTOR TO FIELID AND LABORATORY TESTS AND PLOTTED TEST POINTS THE COORDINATE A DA TE AND TIME FOR THE PRECONSTRUCTION MEETING. APPROVED REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS 0 DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. TIHE GRADING PERMIT WILL ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. REQUIREMENTS AND RECOMMENDATIONS OUTLINED IN THE 0 @ 15. ~I I l~SE'ECilQ~ BEQIIESIS Qil:IEB Il:IAN EQB eBECQNSIB!ICIIQ~ MEEIING 1'1111 BE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. MADE BY CAI I ING Il:IE ENGINEEBING 21 ~QIIB INSE'ECIIQN BEQIIESI I INE AI (4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE 0 ~ (76Q) ~36 3691 INSPECTIQN BEQ!.!ESI MUSI BE BECEIVED PBIQR TQ 2: QQ E' M CITY. 0 I QN THE WQRKING DAY BEFQBE Il:IE INSE'EC]QN IS NEEDED. INSPECTIONS WIUL BE MADE PROJECT ADDRESS I 35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) ABANDONMENT NOTES THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED 0 N/A 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR PARTIALLY COMPLETED PROJECTS SEEKING TO INDEFINITELY STOP WORK AND CLOSE THE GRADING 0 16. THE OWNER AND /OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTIRACTOR ANY SUCH RECHECK. PERMIT MUST IMPLEMENT APPROPRIATE ACCESS RESTRICTION AND EROSION AND SEDIMENT SHALL DESIGN, CONSTIRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING 36. IN ACCORDANCE WITH THE CITY STORM WATER STANDARDS, ALL STORM DRAIN INLETS CONTROL MEASURES TO THE SATISFACTION OF THE CITY, INCLUDING BUT NOT LIMITED TO THE 0 SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, FOLLOWING: DEVELOPER N/A STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT 1) PERMAN EN TL Y STABILIZE ALL SLOPES (>5%) -70% COVER WITH WELL-ESTABLISHED, 0 17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 WASTEWATER DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE NAME: BY SUBMITTING SATISFACTION OF THE CITY ENGINEER. SUSTAINABLIE, NON-WEED VEGETATION (SEE CITY LANDSCAPE MANUAL FOR A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING GUIDELINES) IS CONSIDERED ADEQUATE. SEE SHEET THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE "DECLARATION OF RESPONSIBLE CHARGE" 2) PERMANENTLY STABILIZE FLAT AREAS (S:5%) -70% COVER WITH WELL-ESTABLISHED, ADDRESS: C-O.O3 FOR CONTINUATION OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE SUSTAINABLE, NON-WEED VEGETATION (SEE CITY LANDSCAPE MANUAL FOR GUIDELINES) OR EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE PHONE NO.: THEREIN. THIS PLAN MUST BE PREPARED FOR AUL TIRENCHES FIVE FEET (5') OR EXERCISED RESPONSIBLE CHARGE OVER TIHE DESIGN OF THE PROJECT AS DEFINED IN SECTION 2 INCHES (MINIMUM) OF PERMEABLE COVER (E.G., GRAVEL) IS CONSIDERED ADEQUATE. ALL STANDARD DRAWINGS ARE SAN DIEGO REGIONAL STANDARD DRAWINGS (SDRSD) UNLESS NOTED OTHERWISE: MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH 3) RESTRICT ACCESS TO SITE -COORDINATE WITH CITY STAFF TO DETERMINE APPROPRIATE • CITY OF CARLSBAD STANDARD AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM CURRENT STANDARDS -APPLIES TO SHEETS 1 TO 43 OF THIS PLAN SET. FENCING TYPE. •• CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWING STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8 I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY 4) SIGNAGE ALONG FRONTAGE ROAD(S) POSTING THAT DUMPING, LITTERING, AND REFERENCE DRAWINGS ••• SDRSD AS MODIFIED BY CITY OF CARLSBAD CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY TRESPASSING ARE PROHIBITED. REGISTERED ENGINEER AT THE CONTIRACTORS EXPENSE. A COPY OF THE OSHA RESPONSIBILITIES FOR PROJECT DESIGN. ,,_oFEss,~ 5) TRESPASS ENFORCEMENT AUTHORIZATION LETTER MUST BE SENT FROM THE OWNER TO THE POST-CONSTRUCTION BMP TABLE EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO FIRM: ~ Cfij;.,,, CITY OF CARLSBAD POLICE DEPARTMENT. "~~ EXCAVATION. ~ y 6) NOTARIZE AND RECORD AGAINST THE PROPERTY AN AGREEMENT STATING THAT OWNER IS STORMWATE:R REQUIREMENTS THAT APPLY: EXEMPT FROM EXEMPT FROM 18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN ADDRESS: ~ _;;::."' RESPONSIBLE FOR MAINTAINING FENCING AND SIGNAGE, ADHERING TO THE FIRE PREVENTION TRASH CAP1URE? H YDROMODIFICA 710N? GI!: C-B " OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING PERMIT CITY, STATE: ✓ft#l . Exp. 09--27 ORDINATION, KEEPING THE SITE FREE FROM LITTER ACCUMULATION AND VEGETATION ~ STANDARD STORMWA TE:R REQUIREMENTS ~ YES ~ YES WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. TELEPHONE: ~ ~">., C/VI'-~~ GROWTH, AND REMOVING ANY ILLEGALLY DUMPED MATERIALS AT TIHE SITE UNTIL TIHE PRIORITY PROJECT REQUIREMENTS NO NO 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA BY: PROPERTY IS DEVELOPED IN THE FUTURE. DATE: DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, AND THE FOAL\ TYPE DESCRIPTION OWNERSHIP MAINTENANCE MAINTENANCE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART AGREEMENT SHEET NO. FREQUENCY UNTIL THE PERMITTEE HAS RECEIVED WIRITTEN AUTHORITY FROM THE CITY R.C.E. NO.: EARTHWORK QUANTITIES ENGINEER TO DO SO. REGISTRATION EXPIRATION DATE: CUT: CY 20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING SOILS ENGINEER'S CERTIFICATE FILL: CY WARMING UP, REPAIR, ARRIVAL, DEPARTURE DR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED I, • REGISTERED (CIVIL/ IMPORT: CY GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND GEOTECHNICA~ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING 6:00 P.M. EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING BUSINESS IN E FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT EXPORT: CY OPERATIONS SHAUL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS REMEDIAL: CY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OF TOTAL LOT AREA = 21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY TIHE CONTIRACTOR TO THE 20 AND ?fl _,_J1//_0 CITY INSPECTOR FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF COPIES OF THE SOILS REPORT COMPILED ROM THIS STUDY, WITH MY TOTAL DISTURBED AREA = WORK. THE CONTIRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE RECOMMENDATIONS, HAS BEEN SUBMITTED T THE OFFl~TH CITY (TIHIS AREA INCLUDES BUT IS NOT LIMITED TO OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STIREETS AS A RESULT OF THE ENGINEER ?l'ofESSio ,: . BENCH MARK OFF-SITE WORK INCLUDING PUBLIC IMPROVIEMENTS GRADING OPERATION. ~ ol'~ K. ,.,i;fi~ SIGNED: • AND TEMPORARY DISTURBANCE SUCH AS VIEHICLE '-I( \ DESCRIPTION: . 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE /!! ,ff 01' Q G.E./P.E. NO.: LOCATION: AND EQUIPMENT STAGING AREAS, CONSTRUCTION ~ Q' 1;'I'\ 'Z- DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE @C'J N i:ic-, \='.m -WORKER FOOT TRAFFIC, SOIL/GR A VIEL PILES, UTILITY DATE: RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR a: □• ~ -TIRENCHES, BACKFILL CUTS AND SLOPE KEYWAYS) RECORDED:_ ADJACENT STIREETS AS A RESULT OF THE GRADING OPERATION. . " LICENSE EXPIRATION DA TE: ELEVATION: DATUM: NGVD 29 TOTAL REPLACED IMPERVIOUS AREA = 1$' ,:;..&, "f-:" 23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE ~ Orl;C\a\~\c, ~~ OWNER'S CERTIFICATE TOTAL PROPOSED IMPERVIOUS AREA - TO BE REMOVED UNLESS SPECIFICALLY NOTED ON THE PLAN. ~ OF CA\.lfO'I' 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WIUL I SHEET I CITY OF CARLSBAD ~ WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A BE RETAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION MINIMUM ONE PERCENT SLOPE. AND STABILITY OF THIS SITE. I (WE) ALSO UNDERSTAND AND ACKNOWILEDGE THAT I (WE) MUST: ENGINEERING DEPARTMENT 1 25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SWPPP AND/OR SET OF (1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPS) DURING CONSTIRUCTION ACTIVITIES TO GRADING PLANS FOR: EROSION CONTIROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED THE MAXIMUM EXTENT PRACTICABLE TO AVOID THE MOBILIZATION OF POLLUTANTS SUCH SOURCE OF TOPOGRAPHY BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. AS SEDIMENT AND TO AVOID THE EXPOSURE OF STORM WATER TO CONSTIRUCTION 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM RELATED POLLUTANTS; AND TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND (2) ADHERE TO, AND AT ALL TIMES, COMPLY WITH THIS CITY APPROVED CONSTRUCTION --METHODS FROM INFORMATION GATHERED ON ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE SWPPP THROUGHOUT THE DURATION OF THE CONSTIRUCTION ACTIVITIES UNTIL THE 2Q __ BY GR2023-0042 REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. CONSTRUCTION WORK IS COMPLETE AND SIGNED OFF BY THE CITY OF CARLSBAD. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP IF THIS PROJECT/DEVELOPMENT IS SUBJECT TO A STATE-REGULATED SWPPP, I (WE) ALSO ACCURACY STANDARDS. APPROVED: JASON S. GELDERT 27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED AGREE A QUALIFIED SWPPP PRACTITIONER (OSP) HAS BEEN OR WILL BE RETAINED TO SUPERVISE PROJECT LOCATION WITHIN TEN (10) DAYS OF THE TIME WHEN EAQL_SLOPE IS BROUGHT TO GRADE IMPLIEMENTATIO~ OF THE ~Wf'l'P IN ACCORDANCE WITH THE CALIFORNIA CONSTRUCTION ORDER ENGINEERING MANAGER RCE 63912 EXPIRES 9 /30 126 DATE AS SHOWN ON THE APPROVED GRADING PLANS. AND MUNICIPM PERMlf ;-tTATEST VERSION. TIHIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) II\ -·41-;~ ,i 1 ~/ DAlE INITIAL DAlE INITIAL DAlE DWN BY: PROJECT NO. DRAWING NO. INITIAL CHKD BY: TIHE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: I I REVISION DESCRIPTION CUP2021-0014 546-1A I I (PRINT NAME BELOW LINE) DATE N E ENGINEER OF WORK OlHER APPROVAL CITY APPROVAL RVWD BY: Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025 10' 10' 0 60 120 240 SCALE: 1" = 120' S E F A R A D A Y A V E . WHITMAN WAY F A R A D A Y A V E N U E CIVILENGINEERINGCONSULTING 999 CORPORATE DR., SUITE 100LADERA RANCH, CA 92694p: 949.463.8822e: tec@civtec.net September 9, 2025 VETERANS MEMORIAL PARKFARADAY AVE./WHITMAN WAYINDEX MAP 2 SHEET C-1.01 SHEET C-1.02 SHEET C-1.03 SHEET C-1.04 SHEET C-1.06 SHEET C-1.05 SHEET C-1.07 SHEET C-1.08 SHEET C-1.11 SHEET C-1.12 SHEET C-1.10 SHEET C-1.09 SHEET C-1.13 SHEET C-1.14 SHEET C-1.15 SHEET C-1.16 SHEET C-1.17 SHEET C-1.19 SHEET C-1.20 SHEET C-1.18 PARK AREAS LEGEND FLOOD ZONE INFORMATION FLOOD ZONE DESIGNATION: ZONE X (AREAS OUTSIDE OF 0.2%ANNUAL CHANCE FLOODPLAIN)MAP NO.:06073C0768GPANEL NO.:768 OF 2375EFFECTIVE DATE:MAY 16, 2012 AREA DISTURBED:36.5± ACRES CUT 218,800 CUBIC YARDS SHRINKAGE (13%±)(28,400) CUBIC YARDS FILL 180,900 CUBIC YARDS SHRINKAGE (O/E) (13%±)650 CUBIC YARDSSUBSIDENCE (0.1'±)5,900 CUBIC YARDS EXPORT 2,950 CUBIC YARDS OVER-EXCAVATION *5,000 CUBIC YARDS * EARTHWORK SHEET C-0.02 NOTE TO CONTRACTOR: ALL GRADING AND EARTHWORK IS TO BE DONE IN ACCORDANCE WITHTHE EARTHWORK SPECIFICATION AND AS DIRECTED BY THEGEOTECHNICAL ENGINEER. * THE ABOVE CUT/FILL QUANTITIES ARE FOR PERMIT PURPOSES ONLY. THISCALCULATION DOES NOT INCLUDE SPOILS FROM BUILDING OR UTILITY FOOTINGS,NOR UTILITY TRENCHING. THIS CALCULATION INCLUDES EXCAVATION FOR THEBIOFILTRATION AREAS AND INCLUDES AN ALLOWANCE FOR SELECT FILL BEHINDTHE ALLAN BLOCK RETAINING WALLS, ASSUMED TO TOTAL 6,500 CUBIC YARDS. THIS CALCULATION ASSUMES: ·SHRINKAGE OF 10% TO 16% - USE 13% ·SUBSIDENCE OF 0.1-FEET ·REMOVALS PER THE SOILS REPORT INCLUDE 5-FEET BELOW THE BUILDINGSAND 1-FOOT BELOW THE SIDEWALKS CONTRACTOR SHALL REFER TO THE SOILS REPORT FOR STATEMENTS CONCERNINGGRADING REQUIREMENTS. THE ESTIMATES OF GRADING QUANTITIES AS SHOWN HEREON ARE PROVIDED FORSATISFYING PLAN CHECK INFORMATION REQUIREMENTS ONLY. THECONTRACTOR SHALL PERFORM AN INDEPENDENT ESTIMATE OF ALLIMPROVEMENT QUANTITIES, INCLUDING GRADING QUANTITIES, AND SHALL USESAME AS A BASIS FOR HIS BID(S) AND CONTRACT(S). NOTICE TO THE CONTRACTOR THE GRADING CONTRACTOR SHALL BE RESPONSIBLE AND ACCOUNT FORDISTRIBUTING ANY EXCESS MATERIAL OR SUPPLYING ANY DEFICIENCIES TOBRING THE SITE TO DESIGN GRADE. STORM DRAIN LINE 'C'- SEE SHEET 32 STORM DRAIN LINE 'B-2'- SEE SHEET 30 STORM DRAIN LINE 'B-1'- SEE SHEET 30 STORM DRAIN LINE 'B'- SEE SHEETS 31 AND 32 STORM DRAIN LINE 'A'-SEE SHEETS 29 AND 30 NOTE TO CONTRACTOR:FINE GRADING NOTE:ALL LANDSCAPED AREAS (BOTH SLOPED AND NON-SLOPED AREAS),INCLUDING THOSE AREAS TO BE HYDROSEEDED, SHALL RECEIVE AMINIMUM 6” LAYER OF AMENDED SOIL TO PRODUCE FINAL FINISHGRADE REQUIREMENT. PROPOSED LANDSCAPE AREAS INCLUDINGAREAS TO BE GRADED OR THAT HAVE BEEN DISTURBED BYCONSTRUCTION THAT ARE THE BE PLANTED AS SHOWN ON THEDRAWINGS REQUIRE AMENDED SOIL ACROSS THE ENTIRE PLANTINGAREA. SUB-GRADE SHALL BE CROSS-RIPPED OR CULTIVATED TO ADEPTH OF 10” UNTIL THE ENTIRE 10” DEPTH IS LOOSE AND FRIABLE.PLACE THREE INCHES OF AMENDED SOIL UNIFORMLY OVERSUB-GRADE AND THOROUGHLY CULTIVATE BEFORE PLACINGREMAINING TOPSOIL. PLACE SOIL AND BRING TO A SMOOTH, EVENGRADE. SEE SOIL SPECIFICATION SECTION FOR REQUIREMENTS. JN NF 0 VETERANS MEMORIAL PLAZA © © COMMUNITY GATHERING AREA 0 © BUILDING (2,ooos9rwIth PAVILION, RESTROOM, & CA RING SUPPORT ROOM ® ® PLAY AREAS ® @) INCWSIVE PLAYGROUND ® @) RUSTIC, NATURE-INSPIRED PLAYGROUND @ (§) YOUNG KIDS PLAYGROUND ® © YOGA & PASSIVE RELAXATION AREA © 0 NATIVE GARDENS 0 © PICNIC AREAS 0 ® ADA PATHWAY 0 0 NORTH PARKING AREA (72 TOTAL STALLS, 12 ADA) ® 0 NOT USED 0 0 PUBLIC ART 0 © --------------- 0 ) INTERPRETIVE GARDEN RESTROOM (1,200sf) FAMILY-ORIENlED BIKE PARK MULTI-GENERATIONAL OUTDOOR FITNESS AREA OUTDOOR EDUCATION AREA SOUTH PARKING AREA (37 TOTAL STALLS, 2 ADA) FITNESS CLIMB FITNESS RUN ENTRY PLAZA TO BIKE PARK DESAL RECEIVER PIT BUS STOP MAINTENANCE AREA OVERLOOK AREA BIKE PARK SPECTATOR AREA FARADAY ROAD UNDERCROSSING ( I I I / l_ fi' / ) I ) I I \ \ \ ! ) I I I I I I I I I I I ------- /~7 ~ I I I i I \I \ \\ ,,_ \ \ \ \ -------------- --~=--~ ~ 0 --;;.-,;;: == ~ -/--- 0 0 ------- ::a---0 0 r-~~-=::::=---..::::.-----=---------r----,-.--~----,r;:::::::::::::;-;::::::::::::::::::::::::::::::::::::::::::::::::::::=::::::::::::::::::::::::::=::::::::::::;-;::;:::::;;;;;:;::;::::;-, l----+---+--------------+----+---+----+-----1 LJ CITXG1~!1NGC~;!;~~E~AD ~ l-------+--+----------------1-----+--+-----+----I 1-------+--+----------------1-----+--+-----+----1 GRADING PLANS FOR: l-------+--+----------------1-----+--+-----+----I GR2023-0042 APPROVED: JASON S. GELDERT t-----+---+-~--------------t----+--+----+---t ;;;EN::::G::'.:IN'::EE;;:Rl:::::NG:::::::MAN:::::::::AG::E:::R :;-;::R:::CE:::::6::3::::91:::2:::::::E:::::XP:::IR'::ES:::::9=:::::30:'.:::::2';';6==D:::A::::1E:::::::::::::: OWN BY: ---PROJECT NO. DRAWING NO. DAlE INITIAL DA 1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL DA 1E INITIAL CITY APPROVAL CHKDBY; __ CUP2021-0014 546-1A RVWD BY: Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025 CIVILENGINEERINGCONSULTING 999 CORPORATE DR., SUITE 100LADERA RANCH, CA 92694p: 949.463.8822e: tec@civtec.net September 9, 2025 VETERANS MEMORIAL PARKFARADAY AVE./WHITMAN WAYDETAILS 3 SHEET C-0.03 6" T Y P . 18" 18" CONCRETE STEP-OUT CURB (IN PARKING LOT)13 8" NOTE: ·SEE LANDSCAPE ARCHITECT PLANS FORCONTROL JOINT LOCATIONS ANDDETAILS. ·USE TYPE II/V P.C.C. CONCRETE560-C-3250 SURFACE PERLANDSCAPEARCHITECT'SPLAN CONTINUOUS 18" WIDE TOP OFCURB - NO SEPARATE POUR 3" CLEARMIN. 2 - #3 REBAR- CONTINUOUS PA V E M E N T S E C T I O N PE R P L A N SCALE:N.T.S. LEGEND PROPOSED CONTOUR HMP BOUNDARY 20-FOOT BUFFER CONCRETE PAVERS (IMPERVIOUS) D.G. PAVING (PERVIOUS) RESILIENT SURFACE (IMPERVIOUS) CONCRETE (IMPERVIOUS) A.C. PAVING (IMPERVIOUS) PROPOSED STORM DRAIN PROPOSED SPLIT RAIL FENCE PROPOSED 3-WIRE HABITAT FENCE EXISTING CONTOUR EXISTING STREET LIGHT EXISTING MISC. UTIL. BOX EXISTING MANHOLE EXISTING FIRE HYDRANT EXISTING WATER VALVE 95 XX PROPERTY LINE MATCH LINE SIGHT DISTANCE BIOFILTRATION AREA CATCH BASIN & GRATE ATRIUM DRAIN FLOW DIRECTION/BROW DITCH TYPE 'F' CATCH BASIN TYPE 'A' CLEAN OUT CURB INLET CATCH BASIN RIP RAP PEDESTRIAN RAMP CURB & GUTTER CURB 3-FOOT WIDE V-GUTTER PROPOSED DOMESTIC WATER PROPOSED RECLAIMED WATER PROPOSED SEWER PROPOSED ELECTRIC LINE SWSW RWRW WTRWTR SLOPE TRUNCATED DOME PAVERS L.P. TELEPHONE TOP OF WALL WATER VALVEWATER METER SANITARY SEWER TOP OF CURB TOP OF FOOTING (CMU WALL) TOP OF GRATE WATERW W.M.W.V. T.F. T.W.S T.G. T.C. TEL. CHAIN LINK FENCE CENTERLINE HIGH POINT ROOF DRAIN POWER POLE GRADE BREAK RIGHT OF WAY FIRE HYDRANT FINISHED SURFACE FINISHED FLOOREDGE OF PAVEMENT CATCH BASIN STORM DRAIN CURB & GUTTER P.P. R.O.W., R/W R.D. ST. IRR. OR IRRIG. M.H. STREET IRRIGATIONLOW POINTMANHOLE G.B. H.P.H.C. INV. F.S. F.H. F.L. HANDICAP INVERT FLOWLINE DWY. ELEC.E.P.F.F. CONC. C.O. SD DRIVEWAY ELECTRIC CONCRETE CLEANOUT C.B. C&GC.L.F. C.L. BLDG. BUILDING TOP OF DECKT.D. POINT OF CONNECTIONP.O.C. DECOMPOSED GRANITE P/A PLANTER AREA D.G. D.F.DRINKING FOUNTAIN WROUGHT IRON FENCEW.I.F. TOP OF SUBGRADET.O.S. B.O.W. BACK OF WALK TOP OF HEADWALLT.H.W. CURB FACEC.F. ABBREVIATIONS 9 3' V-GUTTERC.F. TRANSITION14 NOTE: ·USE TYPE II/V CEMENT ·LIGHT BROOM FINISH - CONFIRM FINISHW/LANDSCAPE PLAN ·ALL CONC. DRAINAGE DEVICES TO BE OF ACOLOR PER LANDSCAPE ARCHITECT SPECS. FINISHSURFACE 1" 4" O R 6 " TOP OF CURB CURB FACE EXPANSION JOINTPER LANDSCAPEPLANS PER PLAN(5-FEET IF NOT SHOWN) 3'-0" 8" P . C . C . 6" C . A . B . 1- 1 / 2 " 1/2" R1/2" R 3/8" LIP(TYP.) FL ELEV.PER PLAN LIP ELEV.PER PLAN BATTERSIDESAT 6:1 4" 6" TOP OF CURB CURB FACE EXPANSION JOINTPER LANDSCAPEPLANS PER PLAN(5-FEET IF NOT SHOWN) 0" CURB FACE TO 4" OR 6" CURB FACE 4" CURB FACE TO 6" CURB FACE GUTTER WITHIN ADA PATH 3'-0" 7/ 8 " MA X . 0 LIP(TYP.)FL ELEV.PER PLAN 0" R0" R 0 LIP(TYP.) 4.9% MAX. SCALE:N.T.S. SCALE:N.T.S. 18" U-GUTTER17 6" 1-1/2" 6"6"18" 1/2" RTYP. 6" 6" C. A . B . 1/2" RTYP. 2" 2%2% NOTE: ·USE TYPE II/V CONCRETE CLASS 560-C-3250 ·LIGHT BROOM FINISH SCALE:N.T.S. PROP. CMU RETAINING WALL W/GUARDRAIL- SEE SHEET 61 COMPACTED SUBGRADE PER SOILSENGINEER RECOMMENDATION COMPACTED SUBGRADE PER SOILSENGINEER RECOMMENDATION 8" 8" EQ . EQ . CUT/FILL LINE DAYLIGHT LINE BTM.BOTTOM OF ALLAN WALL BLOCK(NOT FINISH GRADE AT BOTTOM OF WALL) PROP. CMU RETAINING WALL- SEE SHEET 61 PROP. ALLAN BLOCK WALL W/GUARDRAIL- SEE SHEETS 44 TO 59 PROP. ALLAN BLOCK RET. WALL- SEE SHEETS 44 TO 59 RETAININGRET. GEOGRID FOR ALLAN BLOCK 20 21 22A CATCH BASIN & GRATE DETAIL 20, SHEET C-0.04 23 24 25 26 27 28 29 ATRIUM DRAIN DETAIL 21, SHEET C-0.04 STORM DRAIN CONSTRUCTION NOTES 30 31 32 33 34 22B 22C 22D 35 36 37 38 39 22E 40 41 42 CATCH BASIN & GRATE DETAIL 20, SHEET C-0.04WRAP GRATE WITH MIRAFI 140N FILTER FABRIC 23A 43 44 NOTICE TO CONTRACTOR: THE ESTIMATES OF IMPROVEMENT AND GRADING QUANTITIES AS SHOWN HEREON ARE PROVIDED FOR SATISFYINGPLAN CHECK INFORMATION REQUIREMENTS ONLY. THE CONTRACTOR SHALL PERFORM AN INDEPENDENT ESTIMATE OFALL IMPROVEMENT QUANTITIES, INCLUDING GRADING QUANTITIES, AND SHALL USE SAME AS A BASIS FOR THEIRBID(S) AND CONTRACT(S). 7 EA 8 EA 51 EA 32 EA 3,705 LF 1 EA 5 EA 13,740 LF 8 EA 6 EA 14 EA 85 EA 2 EA 31 EA 17,072 SF 100 LF 11 EA 14 EA 940 LF 3,880 LF 7,660 LF 7,090 LF 86 EA 20 EA 11 EA 6 EA 2 EA 11 EA 95 LF 30 TONS SEE SHEET C-4.01 FOR SIGNING / STRIPING CONSTRUCTION NOTES SEE SHEET S.W.P.P.P. FOR EROSION CONTROL CONSTRUCTION NOTES AND DETAILS RIP RAP DETAIL 12, SHEET C-0.08 CONCRETE BLANKET PROTECTION FOR PIPES S.P.P.W.C. 225-3 OUTLET PIPE THROUGH ALLAN BLOCK WALL DETAIL M/16 SHEET RW-3.03 DECK DRAIN DETAIL 42, SHEET C-0.08 BIO CLEAN FULL CAPTURE FILTER N/A- BIO-CURB-FULL-24 (OR APPROVED EQUAL) BIO CLEAN FULL CAPTURE FILTER N/A- BIO-GRATE-FULL 36-36-24 (OR APPROVED EQUAL) CONNECT TO SYNTHETIC SURFACE SUB DRAIN N/A REMOVE HEADWALL, INLET, AND/OR INTERFERING N/ASECTION OF PIPE FOR NEW CLEANOUT STORM DRAIN CLEANOUT DETAIL 37, SHEET C-0.05 CONNECT SUBDRAIN TO PVC STORM DRAIN LINE N/A SUBDRAIN DETAIL 35, SHEET C-0.05 HDPE FITTING PER MANUFACTURER'S RECOMMENDATIONS- SIZE PER PLAN. CATCH BASIN - TYPE 'F'S.D.R.S.D. DWG. NO. D-07 36"x36" CATCH BASIN & GRATE (OUTLET) DETAIL 24/25, SHEET C-0.05 INLET AT BROW-DITCH DETAIL 28, SHEET C-0.05 CONCRETE WEIR DETAIL 27, SHEET C-0.04 RESILIENT SURFACE DRAIN DETAIL 26, SHEET C-0.04 CONSRUCT BIOFILTRATION AREA WITH UNDERDRAIN DETAIL 24/25, SHEET C-0.05 HEADWALL (INLET) AND TRASH RACK DETAIL 22, SHEET C-0.04 BROW DITCH - TYPE 'B'S.D.R.S.D. DWG. NO. D-75*MOD. WIDTH PER PLAN, DEPTH = 6" UNLESS OTHERWISE SHOWN 24" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% CURB INLET - TYPE B - 5-FOOT TRANSITION S.D.R.S.D. D-02*Y=3.5', L=7' UNLESS OTHERWISE SHOWN ON PLAN STENCIL PER CITY STD. DS-1 18" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% 12" PVC (SDR 35) STORM DRAIN PIPE S.D.R.S.D. DWG. NO. D-60* 8" PVC (SDR 35) STORM DRAIN PIPE S.D.R.S.D. DWG. NO. D-60* STORM DRAIN CLEANOUT - TYPE 'A' S.D.R.S.D. DWG. NO. D-09 4" PVC (SDR 35) STORM DRAIN PIPE S.D.R.S.D. DWG. NO. D-60* (PER SEPARATE PERMIT) (PER SEPARATE PERMIT) (PER SEPARATE PERMIT) (PER SEPARATE PERMIT) PROPOSED ORANGE FENCING - SEE DEMOLITION PLANS LIGHT STANDARDS - SEE LANDSCAPE ARCHITECT PLANS GRADED SWALE 45 6 LFGRAVITY (SPLASH) WALL S.D.R.S.D. DWG. NO. C-09, TYPE A 22F 630 LF30" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% 18 19 CONSTRUCT ALLAN BLOCK RETAINING WALL SHEETS 44 TO 59 CONSTRUCT RAMP RETAINING WALL SHEET 61 1,390 SF 45,765 SF JN NF 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 SEE SHEET C-O.O1 FOR GENERAL CONSTRUCTION NOTES LEGEND DESCRIPTION DWG.NO. * AS MODIFIED BY CITY OF CARLSBAD STANDARD DRAWINGS SYMBOL ------ □ 0 -so- -so- -so- ~SD ----50- = N/A □ □ - -01 IQI D IOI • - □ N/A N/A N/A N/A N/A N/A • ii& llll'lll - QUANTITY -··- ---c:J--- ------ ,,._,-., '°'AAC,A '°'AAC,A ------ ~ - +++++++++ + + + + + + + + + ·••······· - □ 0 IOI IQ - D llll'lll ~ F ~-~--c _..J.. __ ..J.. __ -'v --v--_ _L __ J __ ----- '\JV 0 0- 0-------¼ □ 0 N8 " <I " <I 1- J <I <I <I <I <I I I II L ______________________ il __________ _ J <I <I <I <l " <l II II ---~L----------------------~----------- fsHrnl CITY OF CARLSBAD t-----+---+----------------t----+--+----+---t L_J ENGINEERING DEPARTMENT l------+--+----------------1-----+--+----+----I 1------+--+----------------1-----+--+----+----1 GRADING PLANS FOR: l------+--+----------------1-----+--+----+----I GR2023-0042 APPROVED: JASON S. GELDERT t-----+---+-~--------------t----+--+----+---t ;;;EN::::G::'.:IN'::EE;;:Rl:::::NG:::::::MAN:::::::::AG::E:::R :;-;::R:::CE:::::6::3::::91:::2:::::::E:::::XP:::IR'::ES:::::9=:::::30:'.:::::2';';6==D:::A::::TE:::::::::::::: OWN BY: ---PROJECT NO. DRAWING NO. DAlE INITIAL DA 1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL DA 1E INITIAL CITY APPROVAL CHKDBY; __ CUP2021-0014 546-1A RVWD BY: Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025 12 " P O N D I N G DE P T H 6" M I N . FINISH SURFACEPER PLAN- 64.1 BASIN 'D'- 88.0 BASIN 'G' UPPER BIOFILTRATIONSURFACE ELEV. PER PLAN- 63.1 BASIN 'D'- 87.0 BASIN 'G' ASTM A615, Gr60 C1) STEEL: 3) 2) CONCRETE: SPECIFICATIONS: F' = 3,250 p.s.i., TYPE II/V POUR FOOTING AGAINST UNDISTURBEDOR COMPACTED SOIL NOTE TO CONTRACTOR: ALL CONC. FLATWORK AND VISIBLE DRAINAGESTRUCTURES TO BE FINISHED AND COLOREDCONSISTENTLY PER SPECIFICATIONS. HEADWALLTO BE FINISHED WITH NATINA STAIN.VERIFY COLOR AND FINISH WITH LANDSCAPEARCHITECT AND SUBMIT SAMPLE FORAPPROVAL PRIOR TO CONSTRUCTION. MI N . 6 " A A 8" 11" 12 " SECTION A-A CONCRETE WEIR DETAIL - SEE BASIN 'D' SHEET 15 AND BASIN 'G' SHEET 22 SCALE:N.T.S.SCALE:N.T.S.22 9 " VA R I E S - SE E P L A N SECTION ELEVATION ASTM A615, Gr60 C1) STEEL: 3) 2) CONCRETE: SPECIFICATIONS: F' = 3,250 p.s.i., TYPE II/V 5' TYP. POUR HEADWALL AGAINST UNDISTURBEDOR COMPACTED SOIL 1' 3 " C L R . M I N . 1-0"PIPE Ø 1'-0" 1' PI P E Ø 1' - 6 " 4" C L R . M A X . BE T W E E N B A R S 3" C L R . M A X . 6" MIN. NOTES: 1. TRASH RACKS SHALL BE CONSTRUCTED WITH RECTANGULAR SMOOTH STEEL TUBE WITH A MIN. 1-INCH BY0.5-INCH BY 16 GA CROSS SECTION. THE TUBE STEEL SHALL MEET THE ASTM A513 REQUIREMENTS. 2. THE HEADWALL CONNECTION PLATES SHALL BE 12-INCH X 6-INCH PLATE AND SHALL BE A36 STEEL. THE HEADWALL CONNECTION BOLTS SHALL BE 58-INCH RED HEAD WEDGE ANCHOR BOLTS (ICC-ES AC193) ANDSHALL BE DRIVEN TO A MIN. DEPTH OF 4-INCHES INTO CONCRETE.3. ALL TRASH RACK COMPONENTS SHALL HAVE A CORROSION PROTECTIVE FINISH (HOT-DIPPED GALVANIZED). 4. ALL WELDS SHALL BE 14-INCH WELDS.5. CONTRACTOR TO PROVIDE SHOP DRAWINGS TO THE CITY FOR APPROVAL PRIOR TO CONSTRUCTION. TRASH RACK NOTE TO CONTRACTOR: ALL CONC. FLATWORK AND VISIBLE DRAINAGESTRUCTURES TO BE FINISHED AND COLOREDCONSISTENTLY PER SPECIFICATIONS. HEADWALLTO BE FINISHED WITH NATINA STAIN.VERIFY COLOR AND FINISH WITH LANDSCAPEARCHITECT AND SUBMIT SAMPLE FORAPPROVAL PRIOR TO CONSTRUCTION. CONCRETE HEADWALL (INLET) W/TRASH RACK RIP-RAP WHERE SHOWN ONPER PLAN- SEE DETAIL 12, SHEET C-0.08 TRASH RACK- SEE DETAIL ABOVE SLOPE HEADWALLAT 3:1 STORM DRAIN PIPEPER PLAN 9" P.C.C. W/#5@ 18" E.W. PIPE INVERT PER PLAN TOP OF HEADWALL BOTTOM OFCHANNEL PER PLAN CONNECTION PLATEWITHAT LEAST ONE LOCKABLECLASP TO ATTACHRACK TO PLATE FACE OF HEADWALL STORM DRAIN PIPE PER PLAN CONNECTION PLATEWITH HINGETO ALLOW TRASHRACK TO SWING OPEN 1' - 6 " 3:1 MAX. SLOPE COBBLE SURFACEPER LANDSCAPEARCHITECT RIP-RAP WHERE SHOWNON PER PLAN- OMIT FOR OVERFLOWHEADWALL CONSTRUCT TRASHRACK PER ABOVEDETAIL OVERALL WIDTH PER PLAN- 22.0' FOR BASIN 'D'- 16.0 FOR BASIN 'G' WEIR WIDTH PER PLAN- 10' FOR BASINS 'D' AND 'G' 8" P.C.C. W/#5@ 16" E.W. ELEVATION 24 2 4 - 24 " O P E N I N G PLAN (FLAT TYPE) 5" 5" CATCH BASIN & GRATE PRE-CAST CONCRETE CATCHBASIN WITH FRAME- BROOKS PRODUCTS 2424CB OR EQUAL CAST IRON GRATE- BROOKS PRODUCTS 2424 OREQUAL- 1/2" MAX. SLOT- GALVANIZED FINISH- USE BLACK NDS DOMEDGRATES IN PLANTING AREASOR EQUAL STORM DRAIN PIPE- SIZE & TYPE PER PLAN NOTE: ·USE DOMED GRATE IN PLANTING AREAS. ·GRATES LOCATED IN ACCESSIBLE AREASARE TO HAVE ADA COMPLIANTOPENINGS. ·USE 3,250 p.s.i., TYPE II/V CONCRETE FLOW INVERT ELEVATIONPER PLAN STORM DRAIN SIZE &TYPE PER PLAN 24" OPENING 5"5" TOP OF GRATE(TG) PER PLAN- USE DOMEDGRATES INPLANTINGAREAS 6" 1/ 2 " MI N . D E P T H = 7" F O R U P T O 4 " P I P E POURED IN PLACEP.C.C. BASEWITH SLOPE TO DRAIN SLOPE PER PLAN 20 INLET STORM DRAINPER PLAN ROUND ATRIUM DRAIN21 NOTE: USE FLAT GRATE IN TURF AREAS . STORM DRAIN SIZE &TYPE PER PLAN USE 90° HUB x HUBELBOW FOR END OFLINE CONDITIONS- NDS OR EQUAL- SIZE PER PLAN INVERT ELEVATIONPER PLAN 4"Ø PVC SCH 40 PIPE ADAPTOR- NDS OR EQUAL- SIZE AS REQUIRED FORPIPE SIZE 6" BLACK ROUND ATRIUM DRAIN- NDS OR EQUAL- USE FLAT GRATE IN TURF AREAS TOP OF GRATE(TG) PER PLAN 1' M I N . FLOW SLOPE PERPLAN SLOPE PERPLAN CIVILENGINEERINGCONSULTING 999 CORPORATE DR., SUITE 100LADERA RANCH, CA 92694p: 949.463.8822e: tec@civtec.net September 9, 2025 VETERANS MEMORIAL PARKFARADAY AVE./WHITMAN WAY 4 SHEET C-0.04SCALE:N.T.S.RESILIENT SURFACE DRAIN26 FINISH GRADE PER PLAN RUBBER AND CONCRETE SURFACING PER LANDSCAPE ARCHITECT'S PLAN PRE-CAST CONCRETE CATCH BASIN WITH FRAME- BROOKS PRODUCTS 1212 CB OR EQUAL CAST IRON GRATE- BROOKS PRODUCTS 1212 OR EQUAL - 1/2" MAX. SLOT - GALVANIZED FINISH 1 FILTER FABRIC MIRAFI 140N OR APPROVED EQUAL WRAPPED AROUND GRATE. 2 3 LEGEND 4 5 5 4 1 3 TOP OF GRATE(TG)PER PLAN INVERT(INV)PER PLAN FLOW STORM DRAIN SIZE &TYPE PER PLAN POURED IN PLACEP.C.C. BASEWITH SLOPE TO DRAIN 2 0.5% MIN.0.5% MIN. 27 SCALE:N.T.S. SCALE:N.T.S. LOWER BIOFILTRATIONSURFACE ELEV. PER PLAN- 62.0 BASIN 'D'- 83.0 BASIN 'G' 12 " M I N . PO N D I N G D E P T H PE R P L A N 12 " P O N D I N G DE P T H VA R I E S 1. 1 - F E E T B A S I N ' D ' 4- F E E T B A S I N ' G ' LOWER BIOFILTRATION SURFACEPONDING ELEV. PER PLAN- 62.75 BASIN 'D'- 84.0 BASIN 'G' IMPERMEABLELINER 18" DEPTH 3/4" CLEANCRUSHED ROCK 24" MIN. DEPTH OFENGINEERED SOIL 4" DEPTH CLEANWASHED PEA GRAVEL UNDISTURBED ORCOMPACTED SOIL PERSOILS ENGINEERRECOMMENDATIONS COMPACTED SUBGRADE PER SOILSENGINEER RECOMMENDATION ELEVATION COMPACTED SUBGRADE PER SOILSENGINEER RECOMMENDATION 30" 3" C L R . 3-#5 @ CONT.TOP AND BOTTOM DETAILS 12 " 8- F E E T M A X . JN NF '," _________ __5;j_ --- ' ..___ ..___ ..___ ..___ □ □ □ □ □ . . • .. ---------7 / / / / / / / M 17 I I • l -~~---M " 1,1 1111 I II I I 1,~ 1_11_11_1_ 1_1 I hi l[fl_L_ T I 7 1, l=I l=I = I= I i' 11 i' I I I I I L 1,1 11111 II I I 1-'1,~'------------ , 1111 T I 7 hi 1111 =11=1= l=I l=I l :: :: : : : :: :: ::: : .• f'.7'yY/"'(</'.n¥+------- 11_1_1_11_11 -11 _ _J_LJ_I - 1- --- / I I -~ ---...,_ ' I / fsHrnl CITY OF CARLSBAD t----t-----+-----------------+------1---+----+-------1 L_J ENGINEERING DEPARTMENT 1----1----+----------------+------l---+--+-----I 1----1----+----------------+------1---+--+-----1 GRADING PLANS FOR: GR2023-0042 APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 26 DAlE DAlE INITIAL ENGINEER OF WORK DA 1E INITIAL DA 1E INITIAL REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL OWN BY: __ _ CHKD BY; __ _ RVWD BY: PROJECT NO. DRAWING NO. CUP2021-0014 546-1A Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025 MINERAL COMPONENT RANGE REQUIREMENTS PERCENT RANGE COMPONENT 70-80 SAND 15-20 SILT 5-10 CLAY NOTE TO CONTRACTOR: DURING BASIN CONSTRUCTION, PRECAUTIONS MUST BE TAKEN TO PREVENTENGINEERED SOIL BED COMPACTION BY CONSTRUCTION EQUIPMENT ANDSEDIMENT CONTAMINATION BY RUNOFF. BASIN EXCAVATION ANDENGINEERED SOIL PLACEMENT SHOULD BE PERFORMED WITH EQUIPMENTPLACED OUTSIDE THE BASIN BOTTOM WHENEVER POSSIBLE. LIGHT EARTHMOVING EQUIPMENT WITH OVERSIZED TIRES OR TRACKS SHOULD BE UTILIZEDWHEN THE BASIN MUST BE ENTERED. BROOKS PRODUCTS 3636CATCH BASIN AND GRATE 3' 3:1 S L O P E MAX .- SEE P L A N 6" PERFORATED PVC PIPE @ 0% SLOPE5-FEET O.C.- PLACE PERFORATIONS DOWN PO N D I N G D E P T H - E VARIES - SEE PLAN FOR SHAPE 8 DEPTH 3/4" CLEANCRUSHED ROCK- ANGULAR 18" MIN. DEPTH OF ENGINEERED SOIL- SEE BELOW FOR SPECIFICATION 3" SO I L S M E D I A DE P T H - A (1 8 " M I N . ) GR A V E L D E P T H - B 3" STANDARD SHREDDED AGEDHARDWOOD MULCH 3" SURFACEELEV. PERPLAN PER PLAN BOT. ROCK ELEV. PER PLAN IMPERMEABLE LINER IMPERMEABLEPVC LINER- 30 MIL (MIN.) ALLAN BLOCKWALL WHERESHOWN ON PLAN 12 " F R E E B O A R D 4" DEPTH CLEAN WASHEDPEA GRAVEL EXCAVATED SLOPE1:1 MAX. FLOW CONTROL OUTLET FORHYDROMODIFICATION - C- SEE DETAIL BELOW SEE DETAIL AND TABLE ONSHEET C-0.08 FORHYDROMODIFICATIONOUTLETS FOR BASINS BC, E,F, AND H BMP SUMMARY TABLE BMP TRIBUTARYAREA(ACRES) DIMENSIONS BMP AREA(SQUARE FEET) SOILS MEDIADEPTH - A (INCHES) GRAVELDEPTH - B (INCHES) LOWERORIFICEDIAMETER -C (INCHES) RISER DEPTH- D (INCHES) PONDINGDEPTH - E (INCHES) SURFACEDEPTH - F (INCHES) A 1.32 596 18 12 N/A 6 6 27 BC 0.77 1,604 18 12 N/A 18 6 24 D 0.54 1,080 18 12 N/A 9 9 18 E 8.05 3,971 18 12 3-1/8 24 6 34 F 4.32 2,042 18 12 2-1/4 18 6 28 G 5.21 2,033 18 12 N/A 9 9 24 H 9.96 4,761 18 12 3 20 6 33 I 0.28 134 18 12 N/A 6 6 24 J 0.27 99 18 12 N/A 6 6 24 K 1.35 779 18 12 N/A 6 6 24 L 0.22 80 18 12 N/A 6 6 24 BIOFILTRATION AREA WITH UNDERDRAIN RI S E R D E P T H - D SU R F A C E D E P T H - F 3" MI N . A INLET IN BROW-DITCH28 SECTION A-A 90° HUB x HUB ELBOW- NDS OR EQUAL- SIZE PER PLAN INVERT ELEVATIONPER PLAN A PROP. WALL/BLDG.WHERE OCCURS-BY OTHERS PVC SCH 40 PIPE-SIZE PER PLAN TOP OF GRATE(TG) PER PLAN MASTIC JOINT 4" CONCRETEBROW-DITCH PERPLAN 0.25% 6" - 1 2 " D I T C H 12 " - 2 4 " D I T C H MIN. CONSTRUCT 4"CONCRETECUTOFF WALLAT END OFV-DITCH ONLY 12" TRANSITION - 12" DITCH24" TRANSITION - 24" DITCH PROP. WALL/BLDGWHERE OCCURS 3"OR4" 3"OR4" 4" 12" OR 24" CUT-OFF WALL BEYONDAND END OF DITCHONLY NOTE: ·ALL CONC. DRAINAGE DEVICES WITHINLANDSCAPE SLOPES TO BE OF A COLORPER LANDSCAPE ARCHITECT SPECS. ·USE 3,250 p.s.i., TYPE II/V CONCRETE ADAPTOR- NDS OR EQUAL- SIZE AS REQUIRED FORPIPE SIZE 6x6-10/10 W.W.M. JOIN EXIST.ELEV. EXIST. SLOPEVARIES-2:1 MAX. 9" FOR 12" WIDE DITCH12" FOR 24" DITCHBLACK HIGH STRENGTHPLASTIC ATRIUM DRAIN -NDS OR EQUAL 9" FOR 12" WIDE DITCH12" FOR 24" WIDE DITCHBLACK HIGH STRENGTHPLASTIC ATRIUM DRAIN -NDS OR EQUAL A A 12" OR 24"MATCH GUTTER WIDTH CONCRETEBROW-DITCH PERPLAN 0.25% MIN. 12" TRANSITION - 12" DITCH24" TRANSITION - 24" DITCH PROP. WALL/BLDGWHERE OCCURS 12 " M I N . PE R P L A N 3" - 1 2 " D I T C H 4" - 2 4 " D I T C H 3" - 1 2 " D I T C H 4" - 2 4 " D I T C H 9" FOR 12" WIDE DITCH12" FOR 24" WIDE DITCHBLACK HIGH STRENGTHPLASTIC ATRIUM DRAIN -NDS OR EQUAL 0.25% MIN. 12" TRANSITION - 12" DITCH24" TRANSITION - 24" DITCH 12" OR 24"MATCH GUTTER WIDTH @ END OF V-DITCH PLAN 2" 12 " M I N . 12" SUBDRAIN35 FILTER FABRIC - TYPAR MODEL NO. 3301,AVAILABLE FROM REEMAY CO. (800) 321-6771. 3/4" TO 1-1/2" OPEN GRADED GRAVEL - NOTLESS THAN 2 SQUARE FEET PER LINEAR FOOT 4" P.V.C. (SCH 40) PERFORATED PIPE,-PERFORATED HOLES AT THE BOTTOM 4"±4"± FULL OVERLAP OF FILTER FABRIC STORM DRAIN CLEANOUT37 FLOW 2" FINISH GRADE- HARDSCAPE/AC/PCC BODY AND COVER PERBROOKS PRODUCTSNO. 3-RT OR EQUAL 6" TYP. 6" T Y P . 2" MI N . ROUND CONCRETECOLLAR - CAN OMITCOLLAR IF ADJACENTPAVEMENT IS AT LEAST4" THICK PAVED AREA PLANTING AREA 6" TYP. FLUSH SQUARE CONCRETECOLLAR CAP WITH SCREW TOP PVC 45° WYE- USE 45° HUB x HUB ELBOWFOR END OF LINE CONDITIONS- NDS OR EQUAL- SIZE PER PLAN STORM DRAIN SIZE &TYPE PER PLAN 4" - 45° HUB x HUB ELBOW- NDS OR EQUAL 4" PVC PIPE (SCH 40)- NDS OR EQUAL NOTE: ·USE 4,500 p.s.i., TYPE II/V CONCRETE IN TRAFFIC AREAS ·USE 3,250 p.s.i., TYPE II/V CONCRETE IN LANDSCAPE AREAS ·BACKFILL TO TOP OF 45° BEND WITH SAME MATERIAL AS PIPE BACKFILL UNDISTURBED SOIL CIVILENGINEERINGCONSULTING 999 CORPORATE DR., SUITE 100LADERA RANCH, CA 92694p: 949.463.8822e: tec@civtec.net September 9, 2025 VETERANS MEMORIAL PARKFARADAY AVE./WHITMAN WAY 5 SHEET C-0.0524/25 SCALE:N.T.S.SCALE:N.T.S.SCALE:N.T.S. SCALE:N.T.S. FILTER FABRIC MARAFI 140 N ORAPPROVED EQUAL ABOVE GRAVEL BEDDING PER S.D.R.S.D.DRAWING NO. D-60 12 " M I N . PE R P L A N 3" - 1 2 " D I T C H 4" - 2 4 " D I T C H 3" - 1 2 " D I T C H 4" - 2 4 " D I T C H SUBDRAIN PER PLAN COMPACTED SUBGRADE PER SOILSENGINEER RECOMMENDATION DETAILS 2' 2' 1' LINER TERMINATIONON SLOPE ENGINEERED SOIL MEDIA REQUIREMENTS THE ENGINEERED SOIL MEDIA SHALL BE NUTRIENT-SENSITIVE THAT MEETSTHE GUIDELINES AS SPECIFIED IN THE COUNTY OF SAN DIEGO BESTMANAGEMENT PRACTICE DESIGN MANUAL (BMPDM) FACT SHEET BF-2AND SECTION F.2 OF APPENDIX F. THE ACTUAL NUTRIENT CONTENT ANDORGANIC CONTENT SHOULD BE MEASURED WHEN SPECIFYING THE MIXPROPORTIONS. THE TRIP TICKET, OR CERTIFICATE OF COMPLIANCE, SHALL BE MADEAVAILABLE TO THE INSPECTOR TO PROVE THE ENGINEERED MIX MEETS THISSPECIFICATION. FLOW CONTROL OUTLET DETAIL FORHYDROMODIFICATION BROOKS PRODUCTS3636 CATCH BASINAND GRATE 6" NON-PERFORATED PVCHEADER PIPE @ 0% SLOPE- LOCATION PER PLAN 6" ON-PERFORATED PVCHEADER PIPE @ 0% SLOPE- LOCATION PER PLAN ELEVATION FLOW INVERT OUTELEVATION PERPLAN STORM DRAINSIZE & TYPE PERPLAN 6" DE P T H P E R P L A N POURED IN PLACE P.C.C. BASEWITH SLOPE TO DRAIN 1/ 2 " M I N . INVERT OUT ELEVATIONPER PLAN FOR BASINS BC, E, F AND H ONLYPVC CAP WITH DRILLED HOLE(ORIFICE) WITH BOTTOM ATINVERT ELEVATION- SIZE ORIFICE PER TABLE NOTE TO CONTRACTOR: THE ENGINEER OF RECORD (civTEC) WILL NEED TO VERIFY THAT THE BMPS HAVE BEENCONSTRUCTED AND ARE OPERATING PER PLANS - SEE SHEET 60. CONTRACTOR SHALL TAKEPHOTOGRAPHS OF THE INSTALLATION PRIOR TO CONSTRUCTION, DURING CONSTRUCTION,AND AT FINAL INSTALLATION, ALONG VERIFICATION OF OPERATION AND PERMANENTSIGNAGE AND PROVIDE TO THE ENGINEER OF RECORD (civTEC). JN NF I I T ---- . ?L·-\:: .. ,. . ,.: .. --.; '"i.: ... - ---- ,,.. J \ ---I ,,.. ,,.. I ,,.. { Ii~ ,,.. I ,,.. ,,.. -1--...... ...... I --------I --------- -- --I--~ ------------ ,,.. ,,.. ,,.. ---- ,,.. --------,,.. ,,.. -------- ,,.. ,,.. I H---"'-.1 l 1:1-----____:--,-...J. >----------t / ( I ' I ---------.... I ---.,,,..,,..,,,..-1 ,,.. I I - /··... -------- /)//// "/ Il- l 11_ll 11_ln_ =11= 1=11=1 I I I I -Jj u u J__ -" - fsHrnl CITY OF CARLSBAD t-----+---+----------------t-----+--+----+---t L_J ENGINEERING DEPARTMENT l-----+--+----------------1----+--+----+---I 1-----+--+----------------1----+--+------t---1 GRADING PLANS FOR: l-----+--+----------------1----+--+------t---l GR2023-0042 APPROVED: JASON S. GELDERT t-----+---+-~--------------t-----+--+----+---t ;;;EN::::G::'.:IN'::EE;;:Rl:::::NG:::::::MAN:::::::::AG::E:::R :;-;::R:::CE:::::6::3::::91:::2:::::::E:::::XP:::IR'::ES:::::9=:::::30:'.:::::2';';6==D:::A::::1E:::::::::::::: OWN BY: ---PROJECT NO. DRAWING NO. DAlE INITIAL DA 1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL DA 1E INITIAL CITY APPROVAL CHKDBY; __ CUP2021-0014 546-1A RVWD BY: Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025 CIVILENGINEERINGCONSULTING 999 CORPORATE DR., SUITE 100LADERA RANCH, CA 92694p: 949.463.8822e: tec@civtec.net September 9, 2025 VETERANS MEMORIAL PARKFARADAY AVE./WHITMAN WAY SHEET C-0.06 6 DETAILS * 8" * NOTE:CITY OF CARLSBADMODIFICATION TOSDRSD STD. 5' JN NF SEE --2 FOR MANHOLE FRAME r-,A ND COVER ,,--,,..-::::--., 7 -#4 n AROUND OPENING TRANSITION TO NORMAL CURB HEIGHT IN =e: _L WING, WHERE OCCURS ON ONE OR BOTH SIDES ON BOTH SIDES UNLESS OTHERWISE NOTED SEE 0-12 FOR CONTINUOUS GALVANIZED STEEL FACE ANGLE AND PROTECTION BAR r-,B T 4" RADIUS ---::::i SEE NOTE 7 C J CURB LINE STREET /ROADSIDE 6" ~-------------'._- #4 C,-@6" ~A ~B PLAN EDGE OF GUTTER SECTION 8-8 L -LENGTH SHOWN ON PLANS SLOPE TO MATCH CURB PROFI LE OR AS SHOWN ON PLANS . . . . . . . . . . ------ Y IS DETERMINED BY PIPE SIZE -4' MIN, 8' MAX SECTION C-C NOTES 30 0 LAP (lYP 1. SEE D-11 A, D-118 & D-12 FOR ADDITIONAL NOTES AND DETAILS. -, -14@ 12" \ -#4 @ 6" [CURB LINE 3-#4 ;+1~• .,;e:;, UNLESS ~ OTHERWISE _ -2" LSHOWN X (4' "IN) (SEE NOTE 11) SECTION A-A 1. f- SEE SDARSD 0-11A & 0-118 FOR HORIZONTAL & FLOORING i REINFORCEMENT }i OPTIONAL CONSTRUCTION JOINT 6" MIN ABOVE INVERT 30 D LAP (TYP) 2. lYPES ARE DESIGNATED ON PlAAS AS FOLLOWS, B (NO WING), B-1 (ONE WING) or B-2 (TWO WINGS). 3. MAINTAIN 1-1/2" CLEAR SPACING BETWEEN REINFORCING AND CONCRETE SURFACE UNLESS OTHERWISE NOTED. 4. STEPS SHALL BE INSTAllED WHEN V EXCEEDS 4'. SEE D-11A FOR DETAILS. 5. CONCRETE GUTTER TO MATCH ADJACENT GUTTERS. 6. AN EXPANSION JOINT SHALL BE PLACED AT THE ENDS OF THE INLET WHERE THE CURB IS TO ADJOIN. 7. PROVIDE 1/4" TOOLED GROOVE IN TOP SLAB IN UNE WITH BACK OF ADJACENT CURB, 8. SURFACE OF TOP SLAB TO MATCH SIDEWALK FINISH AND SLOPE 9. IF REQUIRED BY LOCAL AGENCY, EXTEND TOP SLAB STEEL REINFORCEMENT 12" INTO ADJACENT SIDEWALK. 10. ELEVATIONS SHALL BE SHOWN ON PLANS WHERE INDICATED BY •o• SY-BOL LEGEND ON PLANS 11. IF REQUIRED BY LOCAL AGENCY, ENLARGE CURB INLET TOP TO WIDTH OF ADJACENT SIDEWALK (X + 2T NOT TO EXCEED 5' -6") BY LENGTH OF INLET INCLUDING WING(S). REINFORCING STEEL SHALL BE P7--i EXTENDED ACROSS ENLARGED TOP TO CLEAR DISTANCES SHOWN. Revision By Approved Dote ORIGINAL Kercheval 12 75 Ec:1:ed T. Stanton 02/09 Edited s.s T. Regello OJ/11 Edited T.R. T. Regello 10/15 Edited M.W. M. Widelski 10/ltl SAN DIEGO REGIONAL STANDARD DRAWING CURB IN LET -TYPE B RECOMMENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE 10 '25 '2018 Choi, erson R.C.E 19246 Dote DRA\'jNG 0-02 NUMBER SEE M-2 FOR "ANHOLE FRAME AND COVER 14 @ 6" BOTH WAYS □ ~-rr= g" 7i I I "===" i "===el I ROUNDED PIPE i ENDS SEE 0-61 "===el 12:1 I --.---,---.---.-----.- ~13&ptj (lYP) La SECTION A-A 4-#4 AROUND OPENING H ELEV SHOWN ON PLANS 1-11" UNLESS SHOWN T OTHERWISE ON PLANS~ A • _J N 4' NOTES PLAN 1. SEE D-11A & 118 FOR ADDITIONAL NOTES AND DETAILS. 2, WHEN V EXCEEDS 4' STEPS SHALL BE INSTAllED. SEE D-11A FOR DETAILS. 3. EXPOSED EDGES OF CONCRETE SHALL BE ROUNDED WITH A RADIUS OF 1/2". 4. CONSTRUCT OPENINGS ON BOTH SIDES UNLESS OTHERWISE SHOWN ON PlAAS. "' ' ;.., 5. MAINTAIN 1-1/2" CLEAR SPACING BETWEEN REINFORCING AND CONCRETE SURFACE. 6. INSTALL 1" STEEL PROTECTION BAR ACROSS OPENING. 7. DIAMETER "D" SHALL BE 18" MAX, FOR LARGER DIAMETER PIPES THIS DRAWING MUST BE MODIFIED. PIPE DIAMETERS TO BE SHOWN ON PLANS. 8. IF CONSTRUCTED ADJACENT TO SIDEWALK, THE SURFACE OF THE TOP SLAB OF THE CATCH BASIN SHALL MATCH lliE SIDEWALK SLOPE AND FINISH. Revision By Approved Date SAN DIEGO REGIONAL STANDARD DRAWING ORIGINAL Kerche.oal 12 75 Edited T. Stanton 02/09 Edited s.s T. Regello 03/11 CATCH BASIN -TYPE F Edited T.R T. Rege llo 10/15 Edited M.W M. Widelski 10/18 OPTIONAL SIDE OF BLANKET (TYP) CONCRETE BLANKET CLASS 45D-C-20DO , (265-C-14) CONCRETE _/ UNDISTURBED EARTH (TYP) CROSSING PIPE WALL (DIAMETER OF PIPE = D1) SEE NOTE 2 i/ ~----- EXISTING PIPE OUTSIDE OF PIPE BELL CONCRETE BLANKET x _.-SEE NOTE 3 LI' 1 (TYP) Z • D ,:12 FOR D > 15" (375 mm) = 3Do/ 4 FOR D ~ 15" (375 mm) (FOR EXISTING P IPES CROSSED OVER BY A NEW PIPE) NOTES: 1. CONCRETE BLANKET IS REQUIRED WHEN THE CLEARANCE BETWEEN THE TOP OF THE EXISTING PIPE AND THE BOTTOM OF THE CROSSING PIPE IS LESS THAN 18" (450 mm). 2. Y = D/6 (6" (150 mm) MIN}. WHERE THE CLEARANCE BETWEEN THE TOP OF THE EXISTING PIPE AND THE BOTTOM OF THE CROSSING PIPE IS LESS THAN Y, THE CONCRETE SHALL BE PLACED BETWEEN THE PIPES AND AROUND THE SIDES OF THE CROSSING PIPE UP TO A LEVEL EQUAL TO Y ABOVE THE EXISTING PIPE, OR AS REQUIRED BY NOTE 3 BELOW, WHICHEVER IS HIGHER. 3. X = D/12, MINIMUM, TO PROVIDE BEDDING MATERIAL FOR THE CROSSING CONDUIT. WHEN X IS LESS EXISTING SIDEWALK ~%,'.~ ,v.'0 ' ,, > ii ;; ~) {>,"i <'f'\ i%1 BATTEN AND ANCHOR BOLT LINER CONNECTION, BOLTS 18" OC. PER DETAIL B 3' MIN --~---- ~r~ ~ ~>fX); • " »; v>; , 1/;:c,'_,;<(1/. / JU MIL PVC LINER THAN THIS MINIMUM, THE ENTIRE TOP SURFACE OF THE BLANKET SHALL BE RAISED TO MAKE CONTACT WITH THE LOWER 90° OF THE CROSSING PIPE. 4 , THE BLANKET SHALL EXTEND LONGITUDINALLY TO THE FIRST JOINT BEYOND THE TRENCH EXCAVATION AT EACH END OF THE BLANKET, EXCEPT THAT THE BLANKET NEED NOT BE EXTENDED MORE THAN 4' (1.2 m) BEYOND THE TRENCH. TYPICAL BIORETENTION SECTION@ BATTEN I OCATIONS A NOTTO SCACE 5. WHENEVER A PIPE BELL IS ENCOUNTERED WITHIN THE LIMITS OF THE BLANKET, ALL DIMENSIONS SHALL REFER TO THE BELL. TOP OF BIORETENTION MEDIA ADJACENT CONCRETE CURBJSIDEVI/ALK INVERT SLAB OF ARCH OR BOX \ SECTION (CROSSING CONDUIT)_____:. TRI~! LINER TO TOP EDGE OF BATTEN. SILICONE SEAL TOP EDGE OF BATTEN > LEGEND ON PLANS = ::::[QJ::: = NOTES: NO MINl~UM 1. UNDISTURBED EARTH '. ' EXISTING PIPE '' ~-----~~// OUTSIDE OF' PIPE BELL~ COMPRESSIBLE BLANKET (FOR EXISTING PIPES CROSSED OVER BY A NEW BOX OR ARCH) THE SURFACE OF THE EXISTING/PROPOSED SIDEWALK OR EXTENDED CURB TO WHICH THE GEOMEMBRANE LINER IS TO BE ATTACHED SHOULD BE CONSTRUCTED OR FORMED TO LIMIT DAMAGE TO THE GEOMEMBRANE BY REMOVING IRREGULARITIES ON THE CONCRETE SURFACE TO PREVENT STRESS POINTS IN THE GEOMEMBRANE. NOTES: 2 1. COMPRESSIBLE BLANKET IS REQUIRED WHEN THE CLEARANCE BETWEEN THE TOP OF THE EXISTING PIPE AND THE BOTTOM OF THE CROSSING CONDUIT (BOX OR ARCH) IS LESS THAN 18" ( 450 mm). IF IRREGULARITIES (I.E., SHARP PROTRUSIONS EXCEEDING 112 INCH FROM SURFACE FACE) CAN NOT BE REMOVED FROM AN EXISTING SAW-CUT OR FORMED STRUCTURE, A PROTECTIVE GEOTEXTILE LAYER SHOULD BE PLACED BETWEEN THE SURFACE AND THE GEOMEMBRANE 2. THE BLANKET SHALL EXTEND LONGITUDINALLY FOR THE FULL CROSSING CONDUIT TRENCH WIDTH. PRONULC ... TEO BY THE PLB.IC W<JRKS ST ... IClARDS Nt. GR£EN""°" CO-THI ,., REV. 1Q96, 200i, 2021 REVISION BY APPROVED I DATE Uf<IG'"AL JT J. NA.GEL'/O"JKTI 10/1S STA NDARD PLANS FOR PUBLIC WORKS CONSTRUCTION ST AND ARD PLAN BLANKET PROTECTION FOR PIPES 225-3 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 2-#4 BARS ~T: X 1Tf- #4 BARS n1 I PLACED DIAGONALLY--.....______ r / , ' ,r v:2 -A A L l"v I ~ J D2 > [ ~ / " fl / I ~ #4 @ 8" BOTH WAYS_/ ~ ' ' r BEND DOWN I 15" (lYP) PLAN TYPE PIPE DIAMETER (D1) X y z (SEE NOTE 8) (Mc,) M UP TO 39" 4' 4' 6' A5 42" TO 48" 5' 4' 6' Af, 51" TO 60" 6' 4' 6' Al 6.3" TO 66" ,. 4' ,. AB 69" TO 78" 8' 4' 8' 2", -ElEND DOWN I -SEE M-3 FOR MANHOLE I e" FRAME AND COVER 15" (TYP) I . -"' ____---SEE D-11A FOR STEP DETAILS D~GONAL BARS y . 1/,1/ . ---,.-- 3' -- / ROUNDED PIPE ENDS, ~ 4-#4 AROUND PIPE 2-#4 BARS SEE D-61 / ~ OPTIONAL CONSTRUCTION JOINT &-k 6" MIN ABOVE INVERT V LOPE FLOOR 12,1 I ~ TOWARDS OUTLET y ~ ELEV SHOWN z D2 , /11 o1 I ·v ON PLANS {--I"-~~ /4 V I -. . r ~l,1 30 D LAP (lYP) l,e--l X SECTION A-A LEGEND ON PLANS NOTES ==@!== 1. SEE D-11A AND D-11B FOR ADDITIONAL NOTES ANO DETAILS. 2. CONCRETE BASE SHALL BE 560-C-3250. 3. ALL PRECAST COMPONENTS SHALL BE REINFORCED WITH 1/4" DIAMETER STEEL, WOUND SPIRM.LY ON 4' CENTERS. 4. ALL JOINTS SHALL BE SET IN CLASS C "ORTAR. 5. MAINTAIN 1-1/2" CLEAR SPACING BETWEEN REINFORCING AND CONCRETE SURFACE UNLESS OTHERWISE NOTED. 6. EXPOSED EDGES OF CONCRETE SHALL BE ROUNDED WITH A 1/2" RADIUS. 7. MANHOLE COVER TO BE "ARKED 'STORM DRAIN". 8. MODIFICATIONS TO '"I' DIMENSION IS REQUIRED IF PIPE (D2) EXCEEDS 39". 9. IF CONSTRUCTED ADJACENT TO SIDEWALK, TOP OF MANHOLE AND SLAB TO MATCH SIDEWALK SLOPE ANO FINISH. RECOMMENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMlffiE Revision ORIGINAL By Approved Date RECOMMENDED BY THE SAN DIEGO SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STANDARDS COMMITTEE Kercheval 112 /75 10 '25 '2018 C'1oi erson R.C.E. 19246 Dote DRA\\ING NUMBER 0-07 Edited [dited ss Edited T.R, Edited M.W T. Stonlcn 02/09 T. Regello 03/11 i , Regello 10/15 M. l'.ldelski 10/18 /I I ) 10/2~/2018 STORM DRAIN CLEANOUT -TYP E A Choir.eerson R.C.E. 19246 Do~e DRA\\ING 0-09 NUMBER z s NUT -- WASHER 30 MIL HDPE LINER :-; • ·• . ' . . · .'. . ~ ~ '; RUB~ER GASKET : -• • -_. • ' • NoN-wovEN GEOTEXT1LE ·.,--. ~•• FABRICAGAINSTWALL BATTEN ATTACHMENT® WITH ANCHOR BOLT B CITY OF SAN DIEGO -STANDARD DRAWING RECOMMENDED BY THE CITY OF SAN DIEGO STANDARDS COMMITTEE VERTICAL WALL LINER ATTACHMENT -~//.·(//-' w z 0 N • ";,, " □ w CL "' CL ::, ~ ~ C: "' I u ...: w r (Il CL z w 0 0 N • " I w □ u ~ "' z 0 w 0 " ::, >-- ' COORcJINATOR R.C.E. 56523 DATE DRAWING NUt~BER SDD-127 TRENCH WIDTH \ PIPE OD ' fhv'' (% >, ~ ;;! '.\:: :; w 0 CL w 0 ,. ~ 0 VO ~ ~ ~ SC 0 !§/ >--':, i :J X u SC X ,'7 ::, w if; ~ L \ r1"MIN ' w \ 12" MA c> z 6 1 INVERT ELEVATION z 0 15 N • □ " i/ w w 0 ,~ CL "' (Il a: )('. $'.:.<1/, /J ,~ l_ ,;,;"1/, $; ½ @, ~ ~m '¼'-."<..{'-;v.,, L 4" CLEARANCE (MIN) 3/4" CRUSHED ROCK SECTION NOTES I. SEE G-24A AND G-248 OR G-25 FOR RESURFACING DETAILS ON l~PROVED STREETS. 2. (') INDICATES MINIMUM RELATIVE COMPACTION. 3. TOP 12" OF TRENCH BACKFILL IN STREET SECTION SHALL BE 95% RELATIVE COMPACTION UNLESS SPECIFIED OTHERWISE. Revision By Approved Date RECOMMENDED BY THE SAN DIEGO SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STANDARDS COMMITTEE ORIGINAL Kercheval 2/75 -, Reformotled T Slonton GL/06 •o,r;f ' ) 10/25/2018 PIPE BEDDING AND TR ENCH BACKFILL /Jr Edited s.s I. Regello 03/11 ChaiJ;tl'iarson R.C.E. 19246 Oole Edited T.R_ T. Regello 10/15 FOR STORM DRAINS DRA\\ING 0-60 Edited M.W M. Widelski 10/18 NUMBER I SHEET I CITY OF CARLSBAD DAlE INITIAL DA 1E INITIAL DAlE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ENGINEERING DEPARTMENT GRADING PLANS FOR: GR2023-0042 APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 26 OWN BY: PROJECT NO. CHKD BY; __ _ RVWD BY: CUP2021-0014 DAlE DRAWING NO. 546-1A Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025 CIVILENGINEERINGCONSULTING 999 CORPORATE DR., SUITE 100LADERA RANCH, CA 92694p: 949.463.8822e: tec@civtec.net September 9, 2025 VETERANS MEMORIAL PARKFARADAY AVE./WHITMAN WAY SHEET C-0.07 7 DETAILS * 6" x 6" x #10 x #10 WWM * NOTE:CITY OF CARLSBADMODIFICATION TOSDRSD STD. 12" MIN. - PER PLAN 6" * NOTE: ·ALL ADA TRUNCATED DOMEBUMP PADS ARE TO BE PAVERS,NO WET-SET PLASTIC. ·DETECTABLE WARNING(DOMES) TO BE 6" MIN. AND 8"MAX. FROM FACE OF CURB. DETECTABLE WARNING(DOMES) TO BE 6" MIN.AND 8" MAX. FROMFACE OF CURB DETECTABLE WARNING(DOMES) TO BE 6" MIN.AND 8" MAX. FROMFACE OF CURB DETECTABLE WARNING(DOMES) TO BE 6" MIN.AND 8" MAX. FROMFACE OF CURBDETECTABLE WARNING(DOMES) TO BE 6" MIN. AND8" MAX. FROM FACE OF CURB JN NF Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025 CIVILENGINEERINGCONSULTING 999 CORPORATE DR., SUITE 100LADERA RANCH, CA 92694p: 949.463.8822e: tec@civtec.net September 9, 2025 VETERANS MEMORIAL PARKFARADAY AVE./WHITMAN WAY SHEET C-0.08 8 STORM DRAIN SIZE &TYPE PER PLAN USE 90° HUB x HUBELBOW FOR END OFLINE CONDITIONS- NDS OR EQUAL- SIZE PER PLAN INVERT ELEVATIONPER PLAN 4" PVC SCH 40 PIPE 1' M I N . FLOW NOTE: ·GRATES LOCATED IN ACCESSIBLE AREAS ARE TO HAVE ADA COMPLIANT OPENINGS. ·INSTALL DRAIN IN P.C.C. SIDEWALK PER MANUFACTURER'S RECOMMENDATIONS. ·DECK DRAINS ARE TO BE PLACED AT EXPANSION JOINT OR CONTROL JOINTINTERSECTIONS UNLESS OTHERWISE SHOWN. CONCRETE SURFACE PER LANDSCAPE ARCHITECT'S PLAN DRAINLINE CONNECTION TO STORM DRAIN LINE PER STORM DRAIN PLANS FINISH SURFACE PER GRADING PLANS 1 4" DECK DRAIN, JOSAM DRAIN MODEL NO. 3004-5S-VP-2, OR APP'D EQUAL.VANDAL PROOF SCREWS, SATIN BRONZE FINISH 2 3 LEGEND 4 2%MAX.2%MAX. 8"8" TYPICAL INSTALLATION NOT TO SCALE DECK DRAIN EXPANSION/CONTROL JOINT DECK DRAIN EXPANSION/CONTROL JOINT WALL 4" ± (P E R P L A N ) 2" TOP OF GRATE(TG) PER PLAN1 3 4 2 DECK DRAIN42 SCALE:N.T.S. DETAILS EARTHEN SWALE- FLOW LINE (FL) ELEVATION PERPLAN 2' 1' 4" SURFACE TREATMENTPER LANDSCAPE PLANS SCALE:N.T.S. RISER OUTLET DETAIL FOR HYDROMODIFICATION-SCALE:N.T.S. DIMENSIONS OF BMP RISER HYDROMODIFICATION OUTLETS BMP A(INCHES)B(INCHES)C(INCHES)D(INCHES) OUTLET X OUTLET Y OUTLET Z DIA.(INCHES)QUANTITY DIA.(INCHES)QUANTITY DIMENSIONS[L (INCHES) XH (INCHES)]QUANTITY BC 18 6 12 N/A 2 4x 4 2x N/A N/A E 24 6 9 N/A 4 4x 6 4x N/A N/A F 18 6 9 12 4 2x 6 3x 24 x 2 2x H 20 6 12 N/A 2 4x 4 4x N/A N/A BROOKS PRODUCTS 3636CATCH BASIN AND GRATE PO N D I N G D E P T H SURFACEELEV. PERPLAN B C A D OUTLET X OUTLET Y OUTLET Z DECOMPOSED GRANITE PAVING3 SCALE:N.T.S. NOTE: ·SEE ALSO DETAIL 5, SHEET L-2.01 1" T O 2 " WIDTH = 3-FEET MIN.LENGTH = 4-FEET MIN. UNLESS NOTED ON PLAN 12 " ± RIP-RAP NOTES: ·ROCKS FOR GROUTED RIPRAP SHALL BE GOOD QUALITY RIVER RUN ROCK. THE SMALLESTDIMENSIONS SHALL EXCEED 6 INCHES AND THE LARGEST DIMENSION SHALL NOT EXCEED12 INCHES. ·THERE SHALL BE A SAND BED OF AT LEAST 2 INCHES BENEATH THE FIRST LAYER OF ROCK.ALL THE VOIDS BETWEEN THE ROCKS SHALL BE FILLED WITH SAND. MAXIMUM SPACINGBETWEEN ROCKS SHALL BE 2 INCHES. ·ALL RIP-RAP SHALL BE PLACED TO FORM A ROUGH UNEVEN SURFACE WITH PORTIONSEXTENDING 1" TO 2" ABOVE TOP OF ADJACENT GRADE. ·RIP-RAP APRON SHALL BE CONSTRUCTED IN A WORKMANLIKE MANNER AND COMPLETEDTO THE SATISFACTION OF THE INSPECTOR. UN-GROUTED RIP-RAP12 TOP OF PAD(FG PER PLAN) SURROUND PAD WITHPERMEABLE FABRIC- MIRAFI 140NC OR EQUAL SCALE:N.T.S. JN NF Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025 CIVILENGINEERINGCONSULTING 999 CORPORATE DR., SUITE 100LADERA RANCH, CA 92694p: 949.463.8822e: tec@civtec.net September 9, 2025 VETERANS MEMORIAL PARKFARADAY AVE./WHITMAN WAYDEMOLITION PLAN 9 0 20 40 80 SCALE: 1" = 40' S E SHEET D-1.01 WHITM A N W A Y F A R A D A Y A V E . F A R A D A Y A V E . WHITMAN WAY FA R A D A Y A V E N U E SHEETD-1.01 SHEETD-1.02 S ESHEET INDEX MAP SCALE: 1" = 500' TEMPORARY SLOPE EASEMENT TO ARCHSTONE-SMITHPER DOC. #2002-0135146(TO EXPIRE ONCE THE CITY OF CARLSBAD ACCESSTHE IMPROVEMENTS IN THE R.O.W.) EASEMENT TO SAN DIEGOCOUNTY WATER AUTHORITYPER DOC. #2014-0105138 LIMITS OFGRADING HMPBOUNDARY 20' OFFSET FROMHMP BOUNDARY LIMITS OF GRADING22'± OFFSET FROMHMP BOUNDARY NOTE TO CONTRACTOR: CONTRACTOR TO SCHEDULE A SITE WALKWITH THE CITY PRIOR TO START OFDEMOLITION TO VERIFY ALL ITEMS TO BEDEMOLISHED AND/OR SALVAGED. NOTE TO CONTRACTOR: CONTRACTOR SHALL INSTALL TEMPORARY BMPs PRIOR TODEMOLITION. DEMOLITION GENERAL NOTES SEE SHEET D-1.02. NOTE TO CONTRACTOR: ·LOCATION OF EXISTING FACILITIES SHOWN HEREON ARE BASED ON THEAERIAL TOPOGRAPHIC SURVEY PERFORMED BY PSOMAS, DATED JUNE 2020, FIELD OBSERVATION AND A SEARCH OF AVAILABLE RECORDS AND MAY NOT REPRESENT ACTUAL CONDITIONS. ·CONTRACTOR MUST FIELD LOCATE ALL UTILITIES (LOCATION AND DEPTH) WITHIN WORK AREA AS A FIRST ITEM OF WORK AND VERIFY PROPOSED DESIGN IS VALID. ·CONTRACTOR SHALL PROTECT IN PLACE THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING UTILITY LINES. ·CONTRACTOR TO VERIFY AND INFORM THE COUNTY OF ANY FACILITIES ENCOUNTERED IN THE FIELD WHICH IS NOT SHOWN ON THIS PLAN, OR DIFFERS IN LOCATION OR SIZE, PRIOR TO REMOVAL. ·THE CITY MAY IDENTIFY AND REMOVE ANY ITEMS THEY WISH TO RETAIN PRIOR TO THE CONTRACTOR MOVE IN. B SHEETD-1.03 SHEETD-1.04 SHEETD-1.05 MATCH LINE - SEE SHEET D-1.02 LIMITS OFGRADING SAN DIEGO COUNTY WATER AUTHORITY -CARLSBAD DESALINATION CONVEYANCEPIPELINE MACARIO TUNNEL PIT NOTE TO CONTRACTOR:THIS PROJECT HAS A MITIGATION MONITORING ANDREPORTING PROGRAM. SEE MIT. MEASURE BIO-3B ANDPRIOR TO CONSTRUCTION, DELINEATE THE PROJECT’SLIMITS OF DISTURBANCE WITH ORANGE FENCING, ANDIN AREAS POTENTIALLY SUBJECT TO PROJECT-RELATEDRUNOFF, USE SILT FENCING TO DELINEATE THE IMPACTFOOTPRINT CONSISTENT WITH THE PROJECT’S STORMWATER POLLUTION PREVENTION PLAN (SWPPP). ALLFENCING WOULD BE REVIEWED BY THE PROJECTBIOLOGIST PRIOR TO THE INITIATION OF WORK. G H G H C DHEADWALL,SIDEWALLS,AND PAD C D C B G G A E E E E E E E E F F E D D D G LEGEND EXISTING HABITAT FENCE DEMOLITION NOTES A C B D PROTECT IN PLACE - POTHOLE AND LOCATE EXISTING UNDERGROUND UTILITY LINES TO PROTECT AS REQUIRED * REMOVE EXIST. FENCE/GATE, ACCESS CHAINS, POSTS, BOLLARDS, FOOTINGS, ETC. - COORDINATE WITH CITY PRIOR TO DEMO. ONWHAT TO SALVAGE AND/OR REUSE AND DISPOSE REMAINDER LIMITS OF GRADING AND LOCATION OF ORANGE FENCING REMOVE EXIST. CONC. DITCH (COMPLETE) AND DISPOSE REMOVE EXIST. HEADWALL, INLET, RIPRAP AND/OR INTERFERING SECTION OF PIPE FOR NEW CONNECTION (COMPLETE) ANDDISPOSE - SEE PRECISE GRADING PLANS E REMOVE EXIST. TREE & SITE VEGETATION, CLEAR & GRUB, ROOT GRIND TREE ROOTS - ALL SITE VEGETATION WITHIN GRADINGLIMITS TO BE REMOVED F PROTECT IN PLACE - EXIST. TREES & SITE VEGETATION WITHIN HABITAT MANAGEMENT PLAN (HMP) PRESERVE AREA EXISTING CHAIN (MAINTENANCE ACCESS POINT) XXXXXXXXXXX EXISTING WOODEN SPLIT RAIL FENCE G REMOVE EXIST. HABITAT FENCE, POSTS, FOOTINGS - COORDINATE TIMING OF REMOVAL OF HABITAT FENCE WITHIN WORKSCHEDULE H PROTECT IN PLACE - EXIST. HABITAT FENCE, POSTS, FOOTINGS - COORDINATE CONNECTION/ATTACHMENT TO PROPOSEDHABITAT FENCE INSTALLATION I REMOVE EXIST. TRAILHEAD KIOSK, TRAIL SIGNAGE, TRASH RECEPTACLE, MUTT MITT DISPENSER - COORDINATE WITH CITY PRIOR TODEMO. ON WHAT TO SALVAGE AND/OR REUSE AND DISPOSE REMAINDER NOTE TO CONTRACTOR: SEE IMPROVEMENT PLANS(ROW2023-0762) FOR DEMOLITIONOF WATER LINES AND FACILITIES JN NF ~c :;1-~:1==~0RE _c,- 64.1 C □ □ □ □ □ □ □ □ □ -- ---,□,----,□ . --~o o- • • • • ; ·-·· D I SHEET I CITY OF CARLSBAD ~====1====1===============================f====t====l====~f===~ ENGINEERING DEPARTMENT GRADING PLANS FOR: t=3=l==========l=E=f ==E~ tt===f===~======================1===⇒===f===l==~ IGG~R2~0~2~3 ~0~0~42~~m1~======7 ~t====1====1===============================f====t====l====~f===~ 'APPROVED: JASON s. GELDERT t====~====~~;=============================f~=.:=l~~~~l~;;~~~~~~i IEEN~G~IN~EE~Rl~NG~MAN~AG~E~Ri1R~CE~6~3~91~2~E~XP~IR~ES~9~3=02716~~DA~1E~~ ~WN BY: ---PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKDBY; ___ I CUP2021-0014 546-1A CITY APPROVAL RVWD BY: OlHER APPROVAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025 VENT RISER I.C.V.S LIMITS OFGRADING CIVILENGINEERINGCONSULTING 999 CORPORATE DR., SUITE 100LADERA RANCH, CA 92694p: 949.463.8822e: tec@civtec.net September 9, 2025 VETERANS MEMORIAL PARKFARADAY AVE./WHITMAN WAYDEMOLITION PLAN 10 SHEET D-1.02 F A R A D A Y A V E . 0 20 40 80 SCALE: 1" = 40' S E DEMOLITION GENERAL NOTES 1. CONTRACTOR SHALL CONDUCT A SURVEY OF EXISTING CONDITIONS AND CORRELATE WITH REQUIREMENTSINDICATED TO DETERMINE AND VERIFY THE EXTENT OF DEMOLITION REQUIRED.2. CONTRACTOR SHALL RECORD EXISTING CONDITIONS BY USE OF PRE-CONSTRUCTION PHOTOGRAPHS,PRE-CONSTRUCTION VIDEOTAPES, AND DRAWINGS AS APPROPRIATE.3. A SURVEY SHALL BE PERFORMED AS WORK PROGRESSES TO DETECT HAZARDS RESULTING FROM DEMOLITIONACTIVITIES.4. CONTRACTOR SHALL KEEP INVENTORY AND RECORD THE CONDITION OF ITEMS TO BE REMOVED ANDREINSTALLED AND ITEMS TO BE REMOVED AND SALVAGED.5. CONTRACTOR SHALL COORDINATE WITH THE OWNER THE STORAGE AND DELIVERY OF ITEMS TO BE SALVAGED.6. LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AS THE FIRST ITEM OF WORK AND PROTECTTHEM FROM DAMAGE. NOTIFY OWNER IMMEDIATELY IF DAMAGE OCCURS AND ASSUME FULL RESPONSIBILITYFOR EXPENSE OF REPAIR OR REPLACEMENT. NOTIFY OWNER'S REPRESENTATIVE IMMEDIATELY SHOULD FIELDCONDITIONS VARY FROM THOSE SHOWN ON PLAN.7. WHEN UNANTICIPATED ELECTRICAL, STRUCTURAL, OR OTHER ELEMENTS INCLUDING STORM DRAIN, WATER ANDSEWER LINES THAT CONFLICT WITH INTENDED DESIGN ARE ENCOUNTERED, CONTRACTOR SHALL INVESTIGATEAND MEASURE THE NATURE AND EXTENT OF CONFLICT AND CONTRACTOR SHALL PROMPTLY SUBMIT A WRITTENREPORT TO THE COUNTY.8. CONTRACTOR SHALL LOCATE, IDENTIFY, DISCONNECT, AND SEAL OR CAP OFF INDICATED UTILITY SERVICESAND MECHANICAL/ELECTRICAL SYSTEMS SERVING AREAS TO BE SELECTIVELY DEMOLISHED AND: ·SHALL ARRANGE TO SHUT OFF INDICATED UTILITIES WITH UTILITY COMPANIES. ·IF SERVICES/SYSTEMS ARE REQUIRED TO BE REMOVED, RELOCATED, OR ABANDONED, BEFOREPROCEEDING WITH DEMOLITION CONTRACTOR SHALL PROVIDE TEMPORARY SERVICES/SYSTEMS THATBYPASS AREA OF DEMOLITION AND THAT MAINTAIN CONTINUITY OF SERVICES/SYSTEMS TO OTHER PARTSOF BUILDING AND SITE. ·SHALL CUT OFF PIPE OR CONDUIT IN WALLS TO BE REMOVED. CAP, VALVE, OR PLUG AND SEALREMAINING PORTION OF PIPE OR CONDUIT AFTER BYPASSING. WHERE ENTIRE WALL IS TO BE REMOVED,EXISTING SERVICES/SYSTEMS MAY BE REMOVED WITH REMOVAL OF THE WALL. CONTRACTOR SHALL CUTOFF PIPE OR CONDUIT SO IT WILL NOT BE VISIBLE IN FINISHED CONSTRUCTION.9. CONTRACTOR SHALL PROTECT EXISTING SERVICES/SYSTEMS INDICATED AGAINST DAMAGE DURINGDEMOLITION OPERATIONS.10. INACTIVE OR ABANDONED UTILITIES SHALL BE DISCONNECTED, REMOVED, AND PLUGGED OR CAPPED SUBJECTTO THE LOCAL GOVERNING AGENCIES.11. ACTIVE UTILITIES SHALL BE PROTECTED BY AND AT THE EXPENSE OF THE CONTRACTOR. KEEP ANY REQUIREDUTILITY IN OPERATING CONDITION DURING THE ENTIRE PERIOD OF WORK, INCLUDING EXISTING IRRIGATIONSYSTEMS FOR LANDSCAPE MAINTENANCE.12. DO NOT WILLFULLY PROCEED WITH CONSTRUCTION WHEN IT IS OBVIOUS THAT KNOWN OBSTRUCTIONS EXISTTHAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TOTHE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. ASSUME RESPONSIBILITY FOR ALL NECESSARYREVISION DUE TO FAILURE TO GIVE SUCH NOTIFICATION.13. CONTRACTOR SHALL CONDUCT DEMOLITION AND DEBRIS-REMOVAL OPERATIONS TO ENSURE MINIMUMINTERFERENCE WITH ROADS, STREETS, WALKS, WALKWAYS, AND OTHER ADJACENT OCCUPIED AND USEDFACILITIES.14. CONTRACTOR SHALL PROVIDE TEMPORARY BARRICADES AND OTHER PROTECTION REQUIRED TO PREVENTINJURY TO PEOPLE AND DAMAGE TO ADJACENT BUILDINGS AND FACILITIES TO REMAIN AND: ·SHALL PROVIDE TEMPORARY WEATHER PROTECTION, DURING THE INTERVAL BETWEEN DEMOLITION OFEXISTING CONSTRUCTION ON EXTERIOR SURFACES AND NEW CONSTRUCTION, TO PREVENT WATERLEAKAGE AND DAMAGE TO STRUCTURE AND INTERIOR AREAS. ·SHALL PROTECT WORK THAT IS TO REMAIN OR THAT IS EXPOSED DURING DEMOLITION OPERATIONS. ·SHALL COVER AND PROTECT EQUIPMENT THAT HAS NOT BEEN REMOVED.15. CONTRACTOR SHALL PROVIDE AND MAINTAIN SHORING, BRACING, AND STRUCTURAL SUPPORTS AS REQUIREDTO PRESERVE STABILITY AND PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF CONSTRUCTION ANDFINISHES THAT REMAIN, AND TO PREVENT UNEXPECTED OR UNCONTROLLED MOVEMENT OR COLLAPSE OFCONSTRUCTION BEING DEMOLISHED. CONTRACTOR SHALL STRENGTHEN OR ADD NEW SUPPORTS WHENREQUIRED DURING PROGRESS OF DEMOLITION.16. DEMOLITION AND REMOVAL WORK SHALL BE CAREFULLY PERFORMED TO AVOID DAMAGE TO EXISTING TREESNOTED ON THE PLANS TO REMAIN.17. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST ADOPTED EDITIONS OF THE UNIFORMBUILDING CODE, THE AMERICANS WITH DISABILITIES ACT, AND ALL OTHER APPLICABLE LOCAL AND STATECODES, ORDINANCES AND REGULATIONS.18. CONTRACTOR SHALL USE METHODS REQUIRED TO COMPLETE THE WORK WITHIN THE LIMITATIONS OFGOVERNING REGULATIONS AND AS FOLLOWS: ·SHALL NEATLY CUT OPENINGS AND HOLES PLUMB, SQUARE, AND TRUE TO DIMENSIONS REQUIRED, USINGCUTTING METHODS LEAST LIKELY TO DAMAGE CONSTRUCTION TO REMAIN OR ADJOININGCONSTRUCTION. USE HAND TOOLS OR SMALL POWER TOOLS DESIGNED FOR SAWING OR GRINDING, NOTHAMMERING AND CHOPPING, TO MINIMIZE DISTURBANCE OF ADJACENT SURFACES. TEMPORARILYCOVER OPENINGS TO REMAIN. ·SHALL CUT OR DRILL FROM THE EXPOSED OR FINISHED SIDE INTO CONCEALED SURFACES TO AVOIDMARRING EXISTING FINISHED SURFACES. ·SHALL NOT USE CUTTING TORCHES UNTIL WORK AREA IS CLEARED OF FLAMMABLE MATERIALS. ATCONCEALED SPACES, SUCH AS DUCT AND PIPE INTERIORS, VERIFY CONDITION AND CONTENTS OFHIDDEN SPACE BEFORE STARTING FLAME-CUTTING OPERATIONS. MAINTAIN FIRE WATCH AND PORTABLEFIRE-SUPPRESSION DEVICES DURING FLAME-CUTTING OPERATIONS. ·SHALL MAINTAIN ADEQUATE VENTILATION WHEN USING CUTTING TORCHES. ·SHALL REMOVE DECAYED, TERMITE-INFESTED, VERMIN-INFESTED, OR OTHERWISE DANGEROUS ORUNSUITABLE MATERIALS AND PROMPTLY DISPOSE OF OFF-SITE. ·SHALL LOCATE DEMOLITION EQUIPMENT AND REMOVE DEBRIS AND MATERIALS SO AS NOT TO IMPOSEEXCESSIVE LOADS ON STRUCTURES TO REMAIN.19. CLEAR THE SITE OF GRASS, WEED GROWTH, RUBBISH, DEBRIS, PAVEMENT, CONCRETE, INACTIVE ORABANDONED FACILITIES (VERIFIED BY THE AGENCY), THAT ARE TO BE REMOVED FOR CONSTRUCTION OF THESITE IMPROVEMENTS TO THE LIMITS AND DEPTHS SHOWN ON THE PLANS.20. ABANDONED UNDERGROUND FACILITIES (VERIFIED BY THE AGENCY), ROOTS THREE INCHES IN DIAMETER ANDLARGER, AND ROCKS AND BROKEN MASONRY LARGER THAN 4 INCHES IN ANY DIMENSION SHALL BE REMOVEDTO A MINIMUM DEPTH OF 12" BELOW FINISH GRADE.21. ALL DELETERIOUS MATERIALS WITHIN THE LIMITS OF THE WORK SHALL BE DISPOSED OF OFF-SITE BY THECONTRACTOR, WHO SHALL MAKE ALL NECESSARY ARRANGEMENTS AND PAY ALL RELATED COSTS.22. CONTRACTOR SHALL REMOVE DEMOLISHED MATERIALS FROM PROJECT SITE AND LEGALLY DISPOSE OF THEMAT THE CONTRACTOR'S EXPENSE IN AN EPA-APPROVED LANDFILL AND: ·SHALL NOT ALLOW DEMOLISHED MATERIALS TO ACCUMULATE ON-SITE. ·SHALL REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT SPILLAGE ON ADJACENTSURFACES AND AREAS.23. CONTRACTOR SHALL NOT BURN DEMOLISHED MATERIALS.24. CONTRACTOR SHALL CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF DUST, DIRT, AND DEBRIS CAUSEDBY DEMOLITION OPERATIONS AND RETURN ADJACENT AREAS TO CONDITION EXISTING BEFORE DEMOLITIONOPERATIONS BEGAN. MATCH LINE - SEE SHEET D-1.01 MA T C H L I N E - S E E S H E E T D - 1 . 0 3 MA T C H L I N E - S E E S H E E T D - 1 . 0 4 NOTE TO CONTRACTOR: CONTRACTOR TO SCHEDULE A SITE WALKWITH THE CITY PRIOR TO START OFDEMOLITION TO VERIFY ALL ITEMS TO BEDEMOLISHED AND/OR SALVAGED. NOTE TO CONTRACTOR: CONTRACTOR SHALL INSTALL TEMPORARY BMPs PRIOR TODEMOLITION. F A R A D A Y A V E . WHITMAN WAY FA R A D A Y A V E N U E SHEETD-1.01 SHEETD-1.02 S ESHEET INDEX MAP SCALE: 1" = 500' SHEETD-1.03 SHEETD-1.04 SHEETD-1.05 DEMOLITION GENERAL NOTES SEE SHEET D-1.02. NOTE TO CONTRACTOR: ·LOCATION OF EXISTING FACILITIES SHOWN HEREON ARE BASED ON THE AERIAL TOPOGRAPHIC SURVEY PERFORMED BY PSOMAS, DATED JUNE 2020, FIELD OBSERVATION AND A SEARCH OF AVAILABLE RECORDS AND MAY NOT REPRESENT ACTUAL CONDITIONS. ·CONTRACTOR MUST FIELD LOCATE ALL UTILITIES (LOCATION AND DEPTH) WITHIN WORK AREA AS A FIRST ITEM OF WORK AND VERIFY PROPOSED DESIGN IS VALID. ·CONTRACTOR SHALL PROTECT IN PLACE THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING UTILITY LINES. ·CONTRACTOR TO VERIFY AND INFORM THE COUNTY OF ANY FACILITIES ENCOUNTERED IN THE FIELD WHICH IS NOT SHOWN ON THIS PLAN, ORDIFFERS IN LOCATION OR SIZE, PRIOR TO REMOVAL. ·THE CITY MAY IDENTIFY AND REMOVE ANY ITEMS THEY WISH TO RETAIN PRIOR TO THE CONTRACTOR MOVE IN. NOTE TO CONTRACTOR:THIS PROJECT HAS A MITIGATION MONITORING ANDREPORTING PROGRAM. SEE MIT. MEASURE BIO-3B ANDPRIOR TO CONSTRUCTION, DELINEATE THE PROJECT’SLIMITS OF DISTURBANCE WITH ORANGE FENCING, ANDIN AREAS POTENTIALLY SUBJECT TO PROJECT-RELATEDRUNOFF, USE SILT FENCING TO DELINEATE THE IMPACTFOOTPRINT CONSISTENT WITH THE PROJECT’S STORMWATER POLLUTION PREVENTION PLAN (SWPPP). ALLFENCING WOULD BE REVIEWED BY THE PROJECTBIOLOGIST PRIOR TO THE INITIATION OF WORK. B B B G E E E E LEGEND EXISTING HABITAT FENCE DEMOLITION NOTES A C B D PROTECT IN PLACE - POTHOLE AND LOCATE EXISTING UNDERGROUND UTILITY LINES TO PROTECT AS REQUIRED * REMOVE EXIST. FENCE/GATE, ACCESS CHAINS, POSTS, BOLLARDS, FOOTINGS, ETC. - COORDINATE WITH CITY PRIOR TO DEMO. ONWHAT TO SALVAGE AND/OR REUSE AND DISPOSE REMAINDER LIMITS OF GRADING AND LOCATION OF ORANGE FENCING REMOVE EXIST. CONC. DITCH (COMPLETE) AND DISPOSE REMOVE EXIST. HEADWALL, INLET, RIPRAP AND/OR INTERFERING SECTION OF PIPE FOR NEW CONNECTION (COMPLETE) ANDDISPOSE - SEE PRECISE GRADING PLANS E REMOVE EXIST. TREE & SITE VEGETATION, CLEAR & GRUB, ROOT GRIND TREE ROOTS - ALL SITE VEGETATION WITHIN GRADINGLIMITS TO BE REMOVED F PROTECT IN PLACE - EXIST. TREES & SITE VEGETATION WITHIN HABITAT MANAGEMENT PLAN (HMP) PRESERVE AREA EXISTING CHAIN (MAINTENANCE ACCESS POINT) XXXXXXXXXXX EXISTING WOODEN SPLIT RAIL FENCE D D D G REMOVE EXIST. HABITAT FENCE, POSTS, FOOTINGS - COORDINATE TIMING OF REMOVAL OF HABITAT FENCE WITHIN WORKSCHEDULE G H PROTECT IN PLACE - EXIST. HABITAT FENCE, POSTS, FOOTINGS - COORDINATE CONNECTION/ATTACHMENT TO PROPOSEDHABITAT FENCE INSTALLATION I REMOVE EXIST. TRAILHEAD KIOSK, TRAIL SIGNAGE, TRASH RECEPTACLE, MUTT MITT DISPENSER - COORDINATE WITH CITY PRIOR TODEMO. ON WHAT TO SALVAGE AND/OR REUSE AND DISPOSE REMAINDER D WATER METERD JN NF ·- □ □ □ □ □ □ □ □ □ □ • • • '\',-~ "C""---.,._,· ~ Dr---□. --' 0 0---. • • • • • • • LJ CITY OF CARLSBAD ENGi ~ ~ ==== ====~ ~~== ==== =~➔t ==== ==== ===~ =~f~~f~~f~~f~~f~~f~=~~=== ==== === ==== ==== ==t{==== ===~ i==~ =~=-=~3f~~f~~f~~r~~f~j3 GRADING PLANS FOR: DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CllY APPROVAL RVWD BY: Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025 HMPBOUNDARY HMP BOUNDARY- RECORDEDCOVENANTINST. 2019-0151961 HMP BOUNDARY- RECORDED COVENANTINST. 2019-0151961 20' OFFSET FROMHMP BOUNDARY HMP BOUNDARY- RECORDEDCOVENANTINST. 2019-0151961 20' OFFSET FROMHMP BOUNDARY EXIST. TRAIL HMP BOUNDARY- RECORDED COVENANTINST. 2019-0151961 5' OFFSET FROM HMP BOUNDARY- TRAIL ALLOWED WITHIN FIRST 15'OF DEVELOPMENT SIDE 20' OFFSET FROMHMP BOUNDARY LIMITS OF GRADING22'± OFFSET FROMHMP BOUNDARY CIVILENGINEERINGCONSULTING 999 CORPORATE DR., SUITE 100LADERA RANCH, CA 92694p: 949.463.8822e: tec@civtec.net September 9, 2025 VETERANS MEMORIAL PARKFARADAY AVE./WHITMAN WAYDEMOLITION PLAN 11 SHEET D-1.03 0 20 40 80 SCALE: 1" = 40' S E MATCH LINE - SEE SHEET D-1.04 MA T C H L I N E - S E E S H E E T D - 1 . 0 1 MA T C H L I N E - S E E S H E E T D - 1 . 0 2 NOTE TO CONTRACTOR: CONTRACTOR TO SCHEDULE A SITE WALKWITH THE CITY PRIOR TO START OFDEMOLITION TO VERIFY ALL ITEMS TO BEDEMOLISHED AND/OR SALVAGED. NOTE TO CONTRACTOR: CONTRACTOR SHALL INSTALL TEMPORARY BMPs PRIOR TODEMOLITION. F A R A D A Y A V E . WHITMAN WAY FA R A D A Y A V E N U E SHEETD-1.01 SHEETD-1.02 S ESHEET INDEX MAP SCALE: 1" = 500' DEMOLITION GENERAL NOTES SEE SHEET D-1.02. NOTE TO CONTRACTOR: ·LOCATION OF EXISTING FACILITIES SHOWN HEREON ARE BASED ON THE AERIAL TOPOGRAPHIC SURVEY PERFORMED BY PSOMAS, DATED JUNE 2020, FIELD OBSERVATION AND A SEARCH OF AVAILABLE RECORDS AND MAY NOT REPRESENT ACTUAL CONDITIONS. ·CONTRACTOR MUST FIELD LOCATE ALL UTILITIES (LOCATION AND DEPTH) WITHIN WORK AREA AS A FIRST ITEM OF WORK AND VERIFY PROPOSED DESIGN IS VALID. ·CONTRACTOR SHALL PROTECT IN PLACE THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING UTILITY LINES. ·CONTRACTOR TO VERIFY AND INFORM THE COUNTY OF ANY FACILITIESENCOUNTERED IN THE FIELD WHICH IS NOT SHOWN ON THIS PLAN, OR DIFFERS IN LOCATION OR SIZE, PRIOR TO REMOVAL. ·THE CITY MAY IDENTIFY AND REMOVE ANY ITEMS THEY WISH TO RETAIN PRIOR TO THE CONTRACTOR MOVE IN. SHEETD-1.03 SHEETD-1.04 SHEETD-1.05 NOTE TO CONTRACTOR:THIS PROJECT HAS A MITIGATION MONITORING ANDREPORTING PROGRAM. SEE MIT. MEASURE BIO-3B ANDPRIOR TO CONSTRUCTION, DELINEATE THE PROJECT’SLIMITS OF DISTURBANCE WITH ORANGE FENCING, ANDIN AREAS POTENTIALLY SUBJECT TO PROJECT-RELATEDRUNOFF, USE SILT FENCING TO DELINEATE THE IMPACTFOOTPRINT CONSISTENT WITH THE PROJECT’S STORMWATER POLLUTION PREVENTION PLAN (SWPPP). ALLFENCING WOULD BE REVIEWED BY THE PROJECTBIOLOGIST PRIOR TO THE INITIATION OF WORK. G G H H H H H H A E F F F F F E E E LEGEND EXISTING HABITAT FENCE DEMOLITION NOTES A C B D PROTECT IN PLACE - POTHOLE AND LOCATE EXISTING UNDERGROUND UTILITY LINES TO PROTECT AS REQUIRED * REMOVE EXIST. FENCE/GATE, ACCESS CHAINS, POSTS, BOLLARDS, FOOTINGS, ETC. - COORDINATE WITH CITY PRIOR TO DEMO. ONWHAT TO SALVAGE AND/OR REUSE AND DISPOSE REMAINDER LIMITS OF GRADING AND LOCATION OF ORANGE FENCING REMOVE EXIST. CONC. DITCH (COMPLETE) AND DISPOSE REMOVE EXIST. HEADWALL, INLET, RIPRAP AND/OR INTERFERING SECTION OF PIPE FOR NEW CONNECTION (COMPLETE) ANDDISPOSE - SEE PRECISE GRADING PLANS E REMOVE EXIST. TREE & SITE VEGETATION, CLEAR & GRUB, ROOT GRIND TREE ROOTS - ALL SITE VEGETATION WITHIN GRADINGLIMITS TO BE REMOVED F PROTECT IN PLACE - EXIST. TREES & SITE VEGETATION WITHIN HABITAT MANAGEMENT PLAN (HMP) PRESERVE AREA EXISTING CHAIN (MAINTENANCE ACCESS POINT) XXXXXXXXXXX EXISTING WOODEN SPLIT RAIL FENCE G REMOVE EXIST. HABITAT FENCE, POSTS, FOOTINGS - COORDINATE TIMING OF REMOVAL OF HABITAT FENCE WITHIN WORKSCHEDULE H PROTECT IN PLACE - EXIST. HABITAT FENCE, POSTS, FOOTINGS - COORDINATE CONNECTION/ATTACHMENT TO PROPOSEDHABITAT FENCE INSTALLATION I REMOVE EXIST. TRAILHEAD KIOSK, TRAIL SIGNAGE, TRASH RECEPTACLE, MUTT MITT DISPENSER - COORDINATE WITH CITY PRIOR TODEMO. ON WHAT TO SALVAGE AND/OR REUSE AND DISPOSE REMAINDER JN NF • • • • • • • • □ □ □ □ □ □ □ □ □ ------<D1-----,□ . --a o- \ \ \ \ \ \ I ------- ----- I \ 11/~ ~ ·-· .. D ---+---+-------------------------1 LJ CITXG1~!1NGC~J;~~E~AD LITJ 1----+---+---------------+--1---+----+----1 GRADING PLANS FOR: GR2023-0042 l----+---+---------------+--1---f----+----I APPROVED: JASON S. GELDERT 1-----+----+-~-------------+-----+----+---1 ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 26 DATE 1--D-ATE~e-lN=rn~A-L ~'--------------1-----1-----1------1-----1 ;;;:D;:;:;WN;;::::;;:BY;::==:::::;-;:=::::::::::::P:::;R=OJ:::Ec==r=N=o=. ::::::::'.::::;-;=D:::::RA=V.,==N==G=N==:O. 1--DA_TE__.__INI_TIA_L -□-ATE____._IN_lll_AL--1 CHKD BY: --Cup 20 21 -00 1 4 546-1 A ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CllY APPROVAL RVWD BY: Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025 LIMITS OFGRADING HMPBOUNDARY EXIST. TRAIL EXIST. TRAIL EXIST. TRAIL HMPBOUNDARY 20' OFFSET FROMHMP BOUNDARY LIMITS OF GRADING22'± OFFSET FROMHMP BOUNDARY HMPBOUNDARY LIMITS OF GRADING22'± OFFSET FROMHMP BOUNDARY CIVILENGINEERINGCONSULTING 999 CORPORATE DR., SUITE 100LADERA RANCH, CA 92694p: 949.463.8822e: tec@civtec.net September 9, 2025 VETERANS MEMORIAL PARKFARADAY AVE./WHITMAN WAYDEMOLITION PLAN 12 SHEET D-1.04 0 20 40 80 SCALE: 1" = 40' S E F A R A D A Y A V E . MATCH LINE - SEE SHEET D-1.03 MATCH LINE - SEE SHEET D-1.05 MA T C H L I N E - S E E S H E E T D - 1 . 0 2 NOTE TO CONTRACTOR: CONTRACTOR TO SCHEDULE A SITE WALKWITH THE CITY PRIOR TO START OFDEMOLITION TO VERIFY ALL ITEMS TO BEDEMOLISHED AND/OR SALVAGED. NOTE TO CONTRACTOR: CONTRACTOR SHALL INSTALL TEMPORARY BMPs PRIOR TODEMOLITION. F A R A D A Y A V E . WHITMAN WAY FA R A D A Y A V E N U E SHEETD-1.01 SHEETD-1.02 S ESHEET INDEX MAP SCALE: 1" = 500' DEMOLITION GENERAL NOTES SEE SHEET D-1.02. NOTE TO CONTRACTOR: ·LOCATION OF EXISTING FACILITIES SHOWN HEREON ARE BASED ON THE AERIAL TOPOGRAPHIC SURVEY PERFORMED BY PSOMAS, DATED JUNE 2020, FIELD OBSERVATION AND A SEARCH OF AVAILABLE RECORDS AND MAY NOT REPRESENT ACTUAL CONDITIONS. ·CONTRACTOR MUST FIELD LOCATE ALL UTILITIES (LOCATION AND DEPTH) WITHIN WORK AREA AS A FIRST ITEM OF WORK AND VERIFY PROPOSED DESIGN IS VALID. ·CONTRACTOR SHALL PROTECT IN PLACE THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING UTILITY LINES. ·CONTRACTOR TO VERIFY AND INFORM THE COUNTY OF ANY FACILITIESENCOUNTERED IN THE FIELD WHICH IS NOT SHOWN ON THIS PLAN, OR DIFFERS IN LOCATION OR SIZE, PRIOR TO REMOVAL. ·THE CITY MAY IDENTIFY AND REMOVE ANY ITEMS THEY WISH TO RETAIN PRIOR TO THE CONTRACTOR MOVE IN. SHEETD-1.03 SHEETD-1.04 SHEETD-1.05 NOTE TO CONTRACTOR:THIS PROJECT HAS A MITIGATION MONITORING ANDREPORTING PROGRAM. SEE MIT. MEASURE BIO-3B ANDPRIOR TO CONSTRUCTION, DELINEATE THE PROJECT’SLIMITS OF DISTURBANCE WITH ORANGE FENCING, ANDIN AREAS POTENTIALLY SUBJECT TO PROJECT-RELATEDRUNOFF, USE SILT FENCING TO DELINEATE THE IMPACTFOOTPRINT CONSISTENT WITH THE PROJECT’S STORMWATER POLLUTION PREVENTION PLAN (SWPPP). ALLFENCING WOULD BE REVIEWED BY THE PROJECTBIOLOGIST PRIOR TO THE INITIATION OF WORK. B B G H C D D B G H H H G G G G F E E E E E F F F G G H G H I A A H I A H LEGEND EXISTING HABITAT FENCE DEMOLITION NOTES A C B D PROTECT IN PLACE - POTHOLE AND LOCATE EXISTING UNDERGROUND UTILITY LINES TO PROTECT AS REQUIRED * REMOVE EXIST. FENCE/GATE, ACCESS CHAINS, POSTS, BOLLARDS, FOOTINGS, ETC. - COORDINATE WITH CITY PRIOR TO DEMO.ON WHAT TO SALVAGE AND/OR REUSE AND DISPOSE REMAINDER LIMITS OF GRADING AND LOCATION OF ORANGE FENCING REMOVE EXIST. CONC. DITCH (COMPLETE) AND DISPOSE REMOVE EXIST. HEADWALL, INLET, RIPRAP AND/OR INTERFERING SECTION OF PIPE FOR NEW CONNECTION (COMPLETE) ANDDISPOSE - SEE PRECISE GRADING PLANS E REMOVE EXIST. TREE & SITE VEGETATION, CLEAR & GRUB, ROOT GRIND TREE ROOTS - ALL SITE VEGETATION WITHIN GRADINGLIMITS TO BE REMOVED F PROTECT IN PLACE - EXIST. TREES & SITE VEGETATION WITHIN HABITAT MANAGEMENT PLAN (HMP) PRESERVE AREA EXISTING CHAIN (MAINTENANCE ACCESS POINT) XXXXXXXXXXX EXISTING WOODEN SPLIT RAIL FENCE G REMOVE EXIST. HABITAT FENCE, POSTS, FOOTINGS - COORDINATE TIMING OF REMOVAL OF HABITAT FENCE WITHIN WORKSCHEDULE H PROTECT IN PLACE - EXIST. HABITAT FENCE, POSTS, FOOTINGS - COORDINATE CONNECTION/ATTACHMENT TO PROPOSEDHABITAT FENCE INSTALLATION I REMOVE EXIST. TRAILHEAD KIOSK, TRAIL SIGNAGE, TRASH RECEPTACLE, MUTT MITT DISPENSER - COORDINATE WITH CITY PRIOR TODEMO. ON WHAT TO SALVAGE AND/OR REUSE AND DISPOSE REMAINDER JN NF 1111 1 1 I II / / / □ □ □ □ □ □ □ □ -----l□f-------,□- -----10>------;Q- ·-· .. D ---+---+--------------+---+---+---+---I LJ CITXG1~!1NGC~J;~~E~AD LITJ 1-----+--+---------------+---+--+----+----1 GRADING PLANS FOR: GR2023-0042 1-----+--+---------------+---+--f----+----I APPROVED: JASON S. GELDERT 1-------+--.....,.--------------+----+--+-----+----1 ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 26 DATE 1-~DA=TE.........j.-1N=ITI~A-L -1-'-1~-------------+-----+--J..-----1-----1 ;:;;D:;:;:WN;;::;B;:Y;::: ==::::::;-;::::::::::::::::::P:::::R=o=JE::C:::T=N==o=. =:::;-;:D::R=A=V.,=N==G=N=o=:. DATE INITIAL DATE INITIAL CHKD BY: ___ CUP2021-0014 546-1A ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CllY APPROVAL RVWD BY: Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025 LIMITS OFGRADING HMPBOUNDARY LIMITS OFGRADING 20' OFFSET FROMHMP BOUNDARY CIVILENGINEERINGCONSULTING 999 CORPORATE DR., SUITE 100LADERA RANCH, CA 92694p: 949.463.8822e: tec@civtec.net September 9, 2025 VETERANS MEMORIAL PARKFARADAY AVE./WHITMAN WAYDEMOLITION PLAN 13 SHEET D-1.05 0 20 40 80 SCALE: 1" = 40' S E FAR A D A Y A V E . MATCH LINE - SEE SHEET D-1.04 AT HI G H P O I N T NOTE TO CONTRACTOR: CONTRACTOR TO SCHEDULE A SITE WALKWITH THE CITY PRIOR TO START OFDEMOLITION TO VERIFY ALL ITEMS TO BEDEMOLISHED AND/OR SALVAGED. NOTE TO CONTRACTOR: CONTRACTOR SHALL INSTALL TEMPORARY BMPs PRIOR TODEMOLITION. F A R A D A Y A V E . WHITMAN WAY FA R A D A Y A V E N U E SHEETD-1.01 SHEETD-1.02 S ESHEET INDEX MAP SCALE: 1" = 500' DEMOLITION GENERAL NOTES SEE SHEET D-1.02. NOTE TO CONTRACTOR: ·LOCATION OF EXISTING FACILITIES SHOWN HEREON ARE BASED ON THE AERIAL TOPOGRAPHIC SURVEY PERFORMED BY PSOMAS, DATED JUNE 2020, FIELD OBSERVATION AND A SEARCH OF AVAILABLE RECORDS AND MAY NOT REPRESENT ACTUAL CONDITIONS. ·CONTRACTOR MUST FIELD LOCATE ALL UTILITIES (LOCATION AND DEPTH) WITHIN WORK AREA AS A FIRST ITEM OF WORK AND VERIFY PROPOSED DESIGN IS VALID. ·CONTRACTOR SHALL PROTECT IN PLACE THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING UTILITY LINES. ·CONTRACTOR TO VERIFY AND INFORM THE COUNTY OF ANY FACILITIESENCOUNTERED IN THE FIELD WHICH IS NOT SHOWN ON THIS PLAN, OR DIFFERS IN LOCATION OR SIZE, PRIOR TO REMOVAL. ·THE CITY MAY IDENTIFY AND REMOVE ANY ITEMS THEY WISH TO RETAIN PRIOR TO THE CONTRACTOR MOVE IN. SHEETD-1.03 SHEETD-1.04 SHEETD-1.05 NOTE TO CONTRACTOR:THIS PROJECT HAS A MITIGATION MONITORING ANDREPORTING PROGRAM. SEE MIT. MEASURE BIO-3B ANDPRIOR TO CONSTRUCTION, DELINEATE THE PROJECT’SLIMITS OF DISTURBANCE WITH ORANGE FENCING, ANDIN AREAS POTENTIALLY SUBJECT TO PROJECT-RELATEDRUNOFF, USE SILT FENCING TO DELINEATE THE IMPACTFOOTPRINT CONSISTENT WITH THE PROJECT’S STORMWATER POLLUTION PREVENTION PLAN (SWPPP). ALLFENCING WOULD BE REVIEWED BY THE PROJECTBIOLOGIST PRIOR TO THE INITIATION OF WORK. DHEADWALL,SIDEWALLS,AND PAD B B D C C B B B BG H G H H G E F E E E F LEGEND EXISTING HABITAT FENCE DEMOLITION NOTES A C B D PROTECT IN PLACE - POTHOLE AND LOCATE EXISTING UNDERGROUND UTILITY LINES TO PROTECT AS REQUIRED * REMOVE EXIST. FENCE/GATE, ACCESS CHAINS, POSTS, BOLLARDS, FOOTINGS, ETC. - COORDINATE WITH CITY PRIOR TO DEMO. ONWHAT TO SALVAGE AND/OR REUSE AND DISPOSE REMAINDER LIMITS OF GRADING AND LOCATION OF ORANGE FENCING REMOVE EXIST. CONC. DITCH (COMPLETE) AND DISPOSE REMOVE EXIST. HEADWALL, INLET, RIPRAP AND/OR INTERFERING SECTION OF PIPE FOR NEW CONNECTION (COMPLETE) ANDDISPOSE - SEE PRECISE GRADING PLANS E REMOVE EXIST. TREE & SITE VEGETATION, CLEAR & GRUB, ROOT GRIND TREE ROOTS - ALL SITE VEGETATION WITHIN GRADINGLIMITS TO BE REMOVED F PROTECT IN PLACE - EXIST. TREES & SITE VEGETATION WITHIN HABITAT MANAGEMENT PLAN (HMP) PRESERVE AREA EXISTING CHAIN (MAINTENANCE ACCESS POINT) XXXXXXXXXXX EXISTING WOODEN SPLIT RAIL FENCE G REMOVE EXIST. HABITAT FENCE, POSTS, FOOTINGS - COORDINATE TIMING OF REMOVAL OF HABITAT FENCE WITHIN WORKSCHEDULE H PROTECT IN PLACE - EXIST. HABITAT FENCE, POSTS, FOOTINGS - COORDINATE CONNECTION/ATTACHMENT TO PROPOSEDHABITAT FENCE INSTALLATION I REMOVE EXIST. TRAILHEAD KIOSK, TRAIL SIGNAGE, TRASH RECEPTACLE, MUTT MITT DISPENSER - COORDINATE WITH CITY PRIOR TODEMO. ON WHAT TO SALVAGE AND/OR REUSE AND DISPOSE REMAINDER D D D D C JN NF .. -. □ □ □ □ □ □ □ □ □ J XIDl.4 )(1112.4 - ------<D>------<D . -----{Q 0- 0]7] -~---------(0]~-- --- 1------+---+------------+--+-----+----+----<I SHEET I CITY OF CARLSBAD ~, :=::=:::::::::...=:::====E:::N:::G:::IN:::E::E:::R:::IN:::G:::::::D:::EP:::A:::RT:::::::M:::EN:::T==:::'....'::~==::::: GRADING PLANS FOR: GR2023-0042 APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 26 DA TE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OlHER APPROVAL CllY APPROVAL DWN BY: CHKD BY: __ _ RVWD BY: PROJECT NO. DRAV¥1NG NO. CUP2021-001 4 546-1 A Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025 *(55.09) FSB.O.W. 74.90 FS 68.98 FS 56.39 FS 67.20 FS 69.47 FS HP 91.30 FS 67.20 FS 0" CF67.30 FS TEMPORARY SLOPE EASEMENT TO ARCHSTONE-SMITHPER DOC. #2002-0135146(TO EXPIRE ONCE THE CITY OF CARLSBAD ACCESSTHE IMPROVEMENTS IN THE R.O.W.)LIMITS OFGRADING HPGUARDRAIL59.94 TW52.00 TF 55.5± FS 55.1± FS 69.20 FS 65.38 FS 62.99 FS 56.43 FS 59.54 FS 57.30 FS PROP. BUS STOPIMPROVEMENTS FOR ADAACCESSIBILITY- 60" x 96" MIN. LEVEL PAD 56.5 TMHEXIST 30" RCP SD*(48.20±) INV50.03 INV 8"51.0 INV 4" 14 . 0 ' 55.75 TG54.7 INV 62.5 TG60.0 INV 68.75 TG65.5 INV 59.0 TG56.5 INV 69.0 TG66.2 INV 66.5 TG64.6 INV 1 0 . 0 ' 8.0' 54.50 TG51.75 INV IN51.7 INV OUT 8"@10.8% 8"@7.3% 57.00 TW52.00 BTM. 8.0' 4"@0.5% 55.5 TG54.7 INV 69.8 FS HP67.1 FG69.33 TC68.83 FS 0" CF68.90 FS 0" CF68.31 FS 68.70 FS 4" CF68.50 TC68.17 FS 4" CF68.23 TC67.90 FS 4" CF67.76 TC67.43 FS 0" CF67.65 FS 4" CF67.38 TC67.05 FS 66.45 TC65.95 FS 67.60 TC67.10 FS 67.30 TC66.80 FS 67.03 TC66.53 FS 68.95 TC68.45 FL 68.70 TC68.20 FL 69.30 TC68.80 FS 68.51 TC68.01 FL 68.15 TC67.65 FL 67.04 TC66.54 FL BASIN 'A'54.0 SURFACE51.75 SUBDRAIN OUT51.50 BOT. 55.5 TG54.8 INV 56.0 TG55.0 INV 56.0 TG54.8 INV 55.5 TG54.4 INV 54.33 INV 56.28 TW50.89 BTM. 56.28 TW50.89 BTM. VARI E S 36' TO 5 1 ' VARI E S 36' TO 5 1 ' 3 0 . 0 ' 3 0 . 0 ' 55.75 TG54.6 INV55.20 FS 56.25 FS 56.33 FS56.25 FS 66.03 FS 69.08 FS 63.08 FS 62.90 FS 59.63 FS 59.44 FS 54.33 INV 54.33 INV 55.34 FS 56.11 FS (55.47)B.O.W. 8"@0.7%(55.39)B.O.W. (55.08)B.O.W. 67.48 FS 67.68 FS 67.68 FS 4.8% 10% 10% 4.8% 4 . 8 % 4 . 8 % 10% 5% 3 32 3 12 12 2 28 28 28 28 20 20 32 32 32 40 22B 2 2 2 38 3 22A 28 2 2 12 12 12 5 5 5 5 5 7 6 6 1 77 6 6 25 28 20 20 23 32 12" 16 1 % T Y P . 1% T Y P . 1% T Y P . 28 32 32 1.8% 1% 1%1% 1% 4.8%1% 5% 23A 23A 1.8%22B 2 : 1 2:1 P R O P . B L D G . 6 7 . 7 0 F F ** 6 7 . 2 8 P A D 22B 4"@1%22A 4"@1%22A 29 HP56.5 FG 8"@4.3%22B 8"@1.1%22B 8"@2.8%22B 66.75 FS 71.75 FS 1% T Y P . 1.9% 69.25 FS 69.45 FS 1.8% 69.13 FS 69.04 FS 69.35 FS 1.8 % 1.8 % 1.5% 22A 4"22A 68.3 FL 61.4 FL 58.6 FL C.O.51.75 INV37 3 %1.8% 66.50 TC65.83 FL 66.61 TC1. 1 % 1.8%67.45 TC66.95 FS 67.40 TC66.90 FS 67.31 TC66.81 FS 66.90 TC66.40 FL 13 68.43 TC67.93 FL 13 13 67.06 TC66.56 FS 1.5 % 66.63 TC66.13 FS 69.00 TC68.50 FS 69.36 TC68.86 FS 69.15 TC68.65 FS 69.09 TC68.59 FS 69.12 TC68.62 FS 0.6% 68.67 FS 1.3 % 2% 68.50 FS 68.60FS 4" CF68.33 TC68.00 FS 1.8 % 0.9% 14 14 1.5% 70.20FS 67.43 FS 1.6% 67.65 FS 67.65 FS 67.78 FS 67.54 FS 0.5% 4" CF67.78 TC67.45 FS 4" CF67.43 TC67.10 FS 14 14 1.4% 4" CF67.04 TC66.71 FS 67.40 FS 1.5% 67.05 FS 1 . 8 % 1% 13 17 32 67.04 FS 67.15 FS67.18 FS 67.24 FS 67.37 FS 67.51 FS 68.55 FS 68.32 FS 68.22 FS 67.88 FS TW = FS+18"TYP. HP56.0 FL 24 4"22A 35 36 36 35 SIDEWALK10 66.5 TG64.5 INV 12 12 12 67.15 TG64.6 INV42 67.4 TG64.7 INV 21 67.94 FS 67.9 TG66.0 INV 21 67.2 TG65.0 INV21 67.65 FS 67.65 FS 67.30 FS 0 . 5 % 0.7 % 67.47 FS 4.8 % 4.8 % 68.54 FS 70.08 FS 69.98 FS69.93FS 68.10FS 68.20FS 70.03 FS 70.08 FS 70.18FS 4"22A 4.8%68.4 TG66.1 INV 21 HP70.8 FS69.8 FS HP70.1 FG 4"22A 67.63 FS 1.6 % 56.92 TW50.89 BTM. 56.28 TW50.89 BTM. 90.5 FG 88.1 FG 4. 8 % 11 TYP. 11 TYP. 67.2 FG 66.9 FG 2: 1 MA X . 2: 1 MA X . 2:1 MA X . 2:1MAX. R/W R/W R/W R/W R/W 59.5 FL 65.5 FL 69.5 FL 74.5 FL 79.5 FL 84.5 FL 89.5 FL 65.5 FL 74.3 FL 44 TYP. 56.8 67.50 FS1.5% 67.33 FS67.33 FS 67.23 FS 67.45 FS 1 . 5 % 0.5% 1.5%67.25 FS 67.23 FS 67.53 FS 67.53 FS 1. 5 % 67.53 FS 0.7%67.50 FS 67.50 FS 67.47 FS 71.15 FL 55.8 FL 64.8 FL 5 44 22A 55.1 TG54.4 INV21 55.1 TG54.35 INV21 18 18 18 R/W GENERAL CONSTRUCTION NOTES 4 3 5 2 20 21 22A PROTECT IN PLACE CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04 CONSTRUCT 6" CONCRETE SURFACE PER LANDSCAPE ARCHITECT PLANS DETAIL 2, SHEET L-2.01 23 24 25 26 27 28 29 CONSTRUCT ATRIUM DRAIN PER DETAIL 21, SHEET C-0.04 CONSTRUCT HEADWALL (INLET) AND TRASH RACK PER DETAIL 22, SHEET C-0.04 CONSTRUCT BIOFILTRATION AREA WITH UNDERDRAIN PER DETAIL 24/25, SHEET C-0.05 CONSTRUCT RESILIENT SURFACE DRAIN PER DETAIL 26, SHEET C-0.04 1 STORM DRAIN CONSTRUCTION NOTES CONSTRUCT CONCRETE WEIR PER DETAIL 27, SHEET C-0.04 6 7 8 CONSTRUCT RESILIENT SURFACE PER LANDSCAPE ARCHITECT PLANS DETAIL 1, SHEET L-2.02 CONSTRUCT 3-FOOT WIDE V-GUTTER (IN PARKING AREAS) PER DETAIL 9, SHEET C-0.039 CONSTRUCT TREE WELL WITH CONCRETE BAND OR SEAT WALL PER LANDSCAPE ARCHITECT PLANS 10 CONSTRUCT INLET AT BROW-DITCH PER DETAIL 28, SHEET C-0.05 CONSTRUCT 36"x36" CATCH BASIN & GRATE (OUTLET) PER DETAIL 24/25, SHEET C-0.05 30 CONSTRUCT CURB PER S.D.R.S.D. STANDARD DETAIL G-01, C.F. PER PLAN CONSTRUCT CURB & GUTTER PER S.D.R.S.D. STANDARD DETAIL G-02, C.F. PER PLAN CONSTRUCT CURB RAMP PER S.D.R.S.D. STANDARD DETAILS G-27 TO G-32B, TYPE PER PLAN 31 CONSTRUCT CATCH BASIN - TYPE 'F'- PER S.D.R.S.D. DWG. NO. D-07 11 LEGEND CONSTRUCT 4" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 CONSTRUCT STORM DRAIN CLEANOUT - TYPE 'A' - PER S.D.R.S.D. DWG. NO. D-09 32 33 34 CONSTRUCT HDPE FITTING PER MANUFACTURER'S RECOMMENDATIONS. SIZE PER PLAN. SEE SHEET C-0.03 12 CONSTRUCT DECORATIVE PAVING SURFACE PER LANDSCAPE ARCHITECT PLANS DETAIL 4, SHEET L-2.01 13 CONSTRUCT 18" STEP-OUT CURB PER DETAIL 13, SHEET C-0.03 14 CONSTRUCT CURB FACE TRANSITION PER DETAIL 14, SHEET C-0.03 22B CONSTRUCT 8" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22C CONSTRUCT 12" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22D CONSTRUCT 18" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% 15 CONSTRUCT LOCAL DEPRESSION, 5-FOOT TRANSITION CONSTRUCT SUBDRAIN PER DETAIL 35, SHEET C-0.05 CONNECT SUBDRAIN TO PVC STORM DRAIN LINE 35 36 CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 37, SHEET C-0.0537 CONSTRUCT CURB INLET - TYPE B - 5-FOOT TRANSITION, PER S.D.R.S.D. STANDARD DETAILD-02, Y=3.5', L=7' UNLESS OTHERWISE SHOWN ON PLAN, WITH STENCIL PER CITY STD. DS-1 REMOVE HEADWALL, INLET, AND/OR INTERFERING SECTION OF PIPE FOR NEW CLEANOUT38 16 LEVEL PAD FOR BUS STOP PER DWG. NO. 546-1 17 CONSTRUCT 18" U-CHANNEL PER DETAIL 17, SHEET C-0.03 CONNECT TO SYNTHETIC SURFACE SUB DRAIN - SEE LANDSCAPE PLANS39 22E CONSTRUCT 24" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-GRATE-FULL 36-36-24 (OR APPROVED EQUAL)40 41 INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-CURB-FULL-24 (OR APPROVED EQUAL) 42 CONSTRUCT DECK DRAIN PER DETAIL 42, SHEET C-0.08 CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04, WRAP GRATE WITH MIRAFI 140N FILTER FABRIC 23A OUTLET PIPE THROUGH ALLAN BLOCK WALL - SEE DETAIL M/66 ON WALL PLANS 43 CONSTRUCT CONCRETE BLANKET PROTECTION FOR PIPES PER S.P.P.W.C. STD. PLAN 225-3 44 CONSTRUCT RIP RAP PER DETAIL 12, SHEET C-0.08 45 CONSTRUCT GRAVITY RETAINING (SPLASH) WALL, TYPE-A, 2-FEET TALL, PER S.D.R.S.D. DWG. NO. C-09 22F CONSTRUCT 30" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% 18 CONSTRUCT ALLAN BLOCK RETAINING WALL - SEE SHEETS 44 TO 59 19 CONSTRUCT RAMP RETAINING WALL - SEE SHEET 61 CIVILENGINEERINGCONSULTING 999 CORPORATE DR., SUITE 100LADERA RANCH, CA 92694p: 949.463.8822e: tec@civtec.net September 9, 2025 VETERANS MEMORIAL PARKFARADAY AVE./WHITMAN WAYPRECISE GRADING PLAN 14 0 10 20 40 SCALE: 1" = 20' S E SHEET C-1.01 MATCH LINE - SEE SHEET C-1.02 MA T C H L I N E - S E E S H E E T C - 1 . 0 3 WHITM A N W A Y F A R A D A Y A V E . A A SECTION A-A NOT TO SCALE 1% PROP. 2:1MAX. SLOPE PROP. 5" D.G./3" A.B. WALK PROP. BROW DITCH PROP. 2:1MAX. SLOPE NOTE TO CONTRACTOR: ALL GRADING AND EARTHWORK IS TO BE DONE INACCORDANCE WITH THE EARTHWORK SPECIFICATIONAND AS DIRECTED BY THE GEOTECHNICAL ENGINEER. * NOTE TO CONTRACTOR: CONTRACTOR TO VERIFY ELEVATION PRIOR TOCONSTRUCTION AND NOTIFY CIVIL ENGINEERIMMEDIATELY OF ANY DISCREPANCY. NOTE TO CONTRACTOR: LOCATE ALL EXISTING UTILITIES AS A FIRST ITEM OF WORKAND PROTECT THEM IN PLACE AS REQUIRED. PROP. FENCE - SEELANDSCAPE PLANS 1' MI N . PROP. MOW CURB -SEE DETAIL 5, SHEETL-2.01 15' COLD JOINT PER LANDSCAPEARCHITECT PLANS- SEE DETAIL 3, SHEET L-2.01 BUS STOP DETAIL SCALE: 1" = 10'S E R/W 8.0' 9 . 0 ' 2.0' 5 . 0 ' 3 CONSTRUCT CONCRETE SIDEWALKPER S.D.R.S.D STANDARD DETAILSG-7 AND G-9 F A R A D A Y 3 32 3 3.8'5' JN NF 69.9 / I'-" ~ "'"'C; \ /, \ 64.10 C .o ~Ac----1--- ------ "i I -""o___- x ' :+:+:+:++++++t + + + + + + + + + + + + + + + + + + + + + -+ ++++++ + ++++ /+-+ -+++++++++++ ++ ++ + + + + + + + • + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + "-..'------:. ~ /~,\/~··jg_~-~-==:-~niJ-3:::i,!~~-=-~\ ....,0 ;=,---~2 "' ,? ~''---1 ------"-/ r-,.,,,.__ L 1 + + + + + + + + + + + + + + + + + + + + + + -\ -, I!;_, _ _,.-'"~ I \\ r" \. /\ \ 1 + + + + + + + + - + + c + + + + + + + -- :c <o· '\ , 76. WA ~ \ REG- REC °>. • 9TC JTC • w-r- WA I ~-----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 0 CONSTRUCT 4" A.C./12" A.B. PAVEMENT {DRIVE AISLES) -SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R-VALUE TEST CONSTRUCT 5" D.G. /3'" A.B, SURFACE DETAIL 3, SHEET C-0.08 AND LANDSCAPE ARCHITECT PLANS DETAIL 5, SHEET L-2.01 CONSTRUCT 4" A.C./6" A.B. PAVEMENT (PARKING STALLS)· SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R-VALUE TEST CONSTRUCT BROW DITCH -TYPE 'B'-PER S.D.R.S.D. DWG. NO. D-75, MOD. WIDTH PER PLAN, DEPTH= 6" UNLESS OTHERWISE SHOWN t-----+---+-------------+---+-----+----+----t I SHEET I CITY OF CARLSBAD ~1 ;:::::::::::::::::::::'...:::::::::::::::::::::E::::N::::Gl=N:::EE:::R=IN=G:::::::::D:::EP=A=RT=M:::E:::N=T==~~==::::::: DA 1E INITIAL DA 1E INITIAL DAlE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DlHER APPROVAL CITY APPROVAL GRADING PLANS FOR: GR2023-0042 APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 26 DATE OWN BY: PROJECT NO. CHKD BY: __ _ RVWD BY: CUP2021-0014 DRAWING NO. 546-1A Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025 10' 74.90 FS 68.98 FS 61.91 TC61.41 FS 61.19 FS 67.20 FS 4" CF67.00 TC66.67 FS 69.47 FS HP66.80 TC66.30 FL 65.75 TC65.25 FL (55.5) FS (56.2) FS (51.0±) TOP OFHEADWALL(41.6±) BOTTOMOF HEADWALL 66.30 FS66.01CONC. 66.25 FS 66.50 FS66.21CONC. 67.20 FS 0" CF67.30 FS 67.15FS EASEMENT TO SAN DIEGOCOUNTY WATER AUTHORITYPER DOC. #2014-0105138 LIMITS OFGRADING GUARDRAIL54.49 TW47.82 BTM. HPGUARDRAIL59.94 TW52.00 TF 55.5± FS 55.1± FS 69.20 FS 65.38 FS 59.54 FS PROP. BUS STOPIMPROVEMENTS FOR ADAACCESSIBILITY- 60" x 96" MIN. LEVEL PAD 56.5 TMHEXIST 30" RCP SD*(48.20±) INV50.03 INV 8"51.0 INV 4" 54.75 TMHEXIST 18" RCP SD*(49.29±) INV50.12 INV 8" IN 68.75 TG65.5 INV 59.0 TG56.5 INV 66.2 INV 66.5 TG64.6 INV 66.5 TG63.9 INV 8" 66.5 TG63.2 INV 66.5 TG62.2 INV 12" 8.0' 54.50 TG51.75 INV IN51.7 INV OUT 8"@7.3% 10.0 ' 55.50 TG51.75 INV IN51.7 INV OUT 54.33INV 57.00 TW52.00 BTM. 57.00 TW52.00 BTM. 55.67 TW53.33 TF 55.67 TW52.67 TF 8.0' 4"@0.5% 55.5 TG54.7 INV 6.5' 8.0' 62.75 TG62.0 SURFACE59.75 SUBDRAIN IN59.50 BOT.57.0 INV 8" OUT 8 . 0 ' 77.0 FS GUARDRAIL72.67 TW65.00 TF 72.33 TW70.5 TG64.5 INV 4" 56.05 TG55.45 INV 69.8 FS HP67.1 FG HP66.95 FG HP67.1 FG 69.33 TC68.83 FS 0" CF68.90 FS 0" CF68.31 FS 68.70 FS 4" CF68.50 TC68.17 FS 4" CF68.23 TC67.90 FS 4" CF67.76 TC67.43 FS 0" CF67.65 FS 4" CF67.38 TC67.05 FS 4" CF66.68 TC66.35 FS 0" CF66.52 FS66.20 FS 0" CF65.87 FS65.78 FS 4" CF65.95 TC65.62 FS 65.74 TC65.24 FL 65.25 TC64.75 FS 64.06 TC63.56 FS 63.60 TC63.10 FL 62.18 TC61.68 FS 61.80 TC61.30 FL 12" CF63.50 TC62.50 FS 10" CF65.13 TC64.30 FS 65.10 TC64.60 FS 66.45 TC65.95 FS 66.27 TC65.77 FS 67.60 TC67.10 FS 67.30 TC66.80 FS 67.03 TC66.53 FS 68.95 TC68.45 FL 68.70 TC68.20 FL 69.30 TC68.80 FS 68.51 TC68.01 FL 68.15 TC67.65 FL 67.04 TC66.54 FL 66.65 TC66.15 FS66.24 TC65.57 FL 65.65 TC65.15 FL 64.50 TC64.00 FL 66.08 TC65.58 FS 64.90 TC64.40 FS 54.0 SURFACE51.75 SUBDRAIN OUT BASIN 'BC'54.0 SURFACE51.75 INV SUBDRAIN OUT51.50 BOT. BASIN 'D' 57.4 FG 64.0 FG 63.1 SURFACE60.60 BOT. 65.1 FG 56.0 FG 56.0 FG 4" 55.4 TG54.4 INV 54.33 INV 55.5 TG54.8 INV 56.0 TG55.0 INV 56.0 TG54.8 INV 55.5 TG54.4 INV 54.33 INV 56.28 TW50.89 BTM. C.O.-G.B.55.0 INV C.O.55.3 INV12" 62.5 TG58.7 INV 8" 8" 56.95 TC56.45 TG/FS55.4 INV SIGHTDISTANCETRIANGLE WEIR64.1 FS 62.0 SURFACE59.50 BOT. 0" CF66.54 FS 65.19 TC64.69 FL 12" CF64.6 TC63.6 FS 66.20 FS65.91CONC. 66.03 FS 69.08 FS 59.63 FS 59.44 FS 62.94 FS 54.33 INV 54.33 INV 55.34 FS (55.47)B.O.W. 8"@0.7%(55.39)B.O.W. (55.08)B.O.W. (54.59)B.O.W. (54.38)B.O.W. (54.36)B.O.W. (54.36)B.O.W. (54.38)B.O.W. 56.5 FG STORM DRAIN LINE 'A'SEE SHEET C-2.01FOR SD PLAN/PROFILE 67.48 FS 67.48 FS 67.48 FS 67.68 FS 67.68 FS 1.5% 4.9% 2:1 MAX. 2:1 M A X . 1.5% 2 . 2 % 3.3% 4 . 8 % 4 . 8 % 28 28 20 20 20 20 32 40 2 38 32 25 24 23 3 22A 28 2 2 2 2 12 12 12 12 12 12 4 3 29 5 5 5 5 5 5 5 25 24 7 7 6 6 6 6 6 8 2 7 1 1 1 1 1 7 6 77 7 7 6 6 6 69 13 13 13 28 2 22A 21 22 20 23 28 20 20 23 32 12" 32 12" 16 1% T Y P . 1% T Y P . 28 20 32 27 78.0 FS 1%1% 4.8%1% 23A 23A 1.8%22B 2 EA 2 : 1 2:1 2:1 2:1 2: 1 P R O P . B L D G . 6 7 . 7 0 F F ** 6 7 . 2 8 P A D PROP. BLDG.67.50 FF**67.08 PAD 22B 4"@1%22A 4"@1%22A 29 HP56.5 FG 8"@4.3%22B 1.1%22B 71.75 FS 1 % T Y P . 1.9% 69.25 FS 69.45 FS 1.8% 69.13 FS 69.04 FS 69.35 FS 1.8 % 1.8 % 1.5% 8"@4.1%22B 1.8% 65.80 TC65.30 FS 65.45 FS 64.45 TC63.95 FS63.04 TC62.54 FS 62.79 TC62.29 FS 1.8%4.1% 63.18FS 63.10 FS 2: 1 65.68 TG61.1 INV 26 66.35 FS65.06CONC. 65.88 TG61.0 INV 65.82 TG63.0 INV 26 65.88 TG63.1 INV 26 65.88 TG63.5 INV 26 66.88 TG62.0 INV26 66.88 TG62.0 INV 26 65.88 TG63.1 INV 65.88 TG62.7 INV 26 65.88 TG26 66.10 FS65.68CONC. 66.20 FS65.91CONC. 62.8 TG59.3 INV21 65.0 TG60.1 INV 21 66.30 FS66.01CONC. 66.30 FS66.30 FS66.01CONC. 66.30 FS66.01CONC. 66.30 FS66.01CONC. 66.30 FS66.01CONC. 66.30 FS66.01CONC. 67.30 FS 67.30 F S 68.30 FS 69.3 0 F S 70.30 FS 67.3 0 F S 67.3 0 F S 6 7 . 3 0 F S 6 7 . 3 0 F S 68. 3 0 F S 68.3 0 F S 6 8 . 3 0 F S 70.30 FS70.01CONC. 69.30 FS69.01CONC.69.30 FS69.01CONC. 69.30 FS69.01CONC. 65.88 TG61.5 INV 26 4"22A 26 12"22C 22A 22A 22A 22A 22A 64.30 FS 22A 22A 22A 22A 39 39 39 12"22C 4"22C 8"22B 8"22B 4"22A 68.3 FL 58.6 FL C.O.51.75 INV37 3 %1.8% 66.50 TC65.83 FL CB #162.50INV OUT 3015 22A 37 38 8"22B 8"22B C.O.-G.B.54.6 INV37 PROP. D R I V E W A Y AND STREE T C U R B P E R DWG. 550 - 8 , C I P 6 0 9 9 CB #4L=11'55.3 INV IN 3015 57.09 TC56.42 FL 57.62 TC56.95 FL 1 . 8 % 6.9% 37 62.30 FS 61.26 TC60.76 FL 61.45 TC60.95 FL 60.93 TC60.43 FL 4.8% 0" CF60.69 FL 8 13 62.00 TC61.50 FS 3.6% 63.70 TC63.20 FL 64.04 TC63.54 FS 63.71 TC63.21 FS1.8% 8"22B 12"22C 12"22C 8"22B 8"22B 61.88 TC61.38 FS61.15 TC60.65 FS 62.30 TC61.63 FL 62.15 TC61.48 FL CB #357.00 INV OUT3015 4"22C 1.8% 1.8% 64.26 TC63.76 FL C.O.60.85 INV37 60.85 INV 59.75 INV C.O.57.00 INV37 13 6 64.86 TC64.36 FS 17 1. 9 % 66.05 TC65.55 FS 65.94 TC65.44 FS 65.54 TC65.04 FL 13 7 66.61 TC66.11 FS 66.52 TC66.02 FS 66.45 TC65.95 FS 66.11 TC65.61 FL 1. 1 % 1.8 %67.45 TC66.95 FS 67.40 TC66.90 FS 67.31 TC66.81 FS 66.90 TC66.40 FL 13 68.43 TC67.93 FL 13 13 67.06 TC66.56 FS 1.5 % 66.24 TC65.74 FS 66.42 TC65.92 FS 66.63 TC66.13 FS 10" CF65.18 TC64.35 FS 6 1.6% 56.0 FG 69.00 TC68.50 FS 13 13 69.36 TC68.86 FS 69.15 TC68.65 FS 69.09 TC68.59 FS 69.12 TC68.62 FS 0.6% 68.67 FS 1.3 % 2% 68.50 FS 68.60FS 4" CF68.33 TC68.00 FS 1.8 % 0.9% 14 14 1.5% 70.20FS 67.43 FS 1.6% 67.65 FS 67.65 FS 67.78 FS 67.54 FS 0.5% 4" CF67.78 TC67.45 FS 4" CF67.43 TC67.10 FS 14 14 1.4% 4" CF67.04 TC66.71 FS 67.40 FS 1.5% 67.05 FS 4" CF66.85 TC66.52 FS 1.2% 4" CF66.75 TC66.42 FS 66.31 FS 1 . 8 % 14 1.8% 1.8% 1.8 % 14 66.10 FS65.81CONC. 0.9% 65.98 TC65.48 FS 65.80 TC65.30 FS 66.20 FS 0.5% 1.2% 67.40 FS 66.94 FS 67.35 FS 66.85FS 1.8% 4 . 8 % 1.8% 67.48 FS 67.28 FS 67.45FS 3.1 % 1% 13 17 66.32 TC65.65 FL CB #262.30INV OUT 3015 8"22B C.O.-G.B.61.00 INV37 56.0 FG 54.33 INV 23 C.O.51.75 INV 37 C.O.-G.B.54.6 INV 37 8"22B 56.5 FG 32 TYPE A TYPE D-MOD. F.H.SEE SHEETC-5.01 TRANS. PERELEC. PLANS 70.00 TW67.00 TF 76.8 TG74.5 INV21 4"22A 65.76 FS 65.92 FS 66.03 FS66.11 FS 66.16 FS 66.59 FS 66.70 FS 66.54 FS 66.61 FS 66.71 FS 66.80 FS 66.96 FS 66.90 FS 67.03 FS 67.19 FS 67.36 FS 67.04 FS 67.15 FS67.18 FS 67.24 FS 67.37 FS 67.51 FS 68.55 FS 68.32 FS 68.22 FS 67.88 FS 1% 60.68 FL 60.75FS/LIP 61.06FS 61.28 FS 0" CF61.48 FS 0" CF62.08 FS 61.98 TC61.48 FS 62.05 TC61.55 FS 62.15 FS 61.50 FS 62.08 TC61.58 FS 66.00 FS 4"22A 66.4 TG63.0 INV 21 TW = FS+18"TYP. TW = FS+18"TYP. C.O.58.61 INV 1.8% 1.8 % 12:1 MAX. 12:1 M A X . 1 2 : 1 M A X . 71.43 FS71.34 FS 68.84 FS 68.75 FS 57.16 56.55 TC56.05 FL56.21 FS 68.0 TG62.0 INV 21 22A HP56.0 FL 24 40 40 4"22A 35 36 36 35 DAYLIGHTIN SLOPE46.5 INV 36 GUARDRAIL71.33 TW65.67 TF 35 36 GUARDRAIL69.33 TW65.00 TF 67.33 TW65.00 TF 4"22A 36 35 10' 67.1FG 3 : 1 65.95 FS 65.8 TG63.0 INV21 4"22A 66.25 FS 66.21 FS 67.20 FS 66.8 TG63.0 INV21 67.18 TG63.5 INV42 66.5 TG64.5 INV 21 66.5 TG64.5 INV 21 4"22A 12 12 12 67.15 TG64.6 INV42 67.4 TG64.7 INV 21 67.94 FS 67.9 TG66.0 INV 21 67.2 TG65.0 INV21 67.65 FS 67.65 FS 67.30 FS 1.5% 0 . 7 % 0. 5 % 67.30 FS 0 . 5 % 0.7 % 67.47 FS 4.8 % 4.8 % 68.54 FS 70.08 FS 69.98 FS69.93FS 68.10FS 68.20FS 70.03 FS 70.08 FS 70.18FS 4"22A 4.8%68.4 TG66.1 INV 21 HP70.8 FS69.8 FS HP70.1 FG 4"22A 4"22A 67.63 FS 1.6 % 56.92 TW50.89 BTM. 56.28 TW50.89 BTM. 4. 8 % 11 TYP. 11 TYP. 11 TYP. 11 TYP. 11 TYP. C.O.59.2 INV 37 67.2 FG 66.9 FG 66.0 FG 2: 1 MA X . R/W R/W R/W SEAT WALL PERLANDSCAPE PLANS-TYP. MOW CURB PERLANDSCAPE PLANS-TYP. 65.5 FL 44 TYP. 44 TYP. TYP. 44 C.O.-G.B.55.35 INV37 9 3. 9 % 67.50 FS1.5% 67.33 FS 67.33 FS 67.33 FS 67.23 FS 67.45 FS 1 . 5 % 0.5% 1.5%67.25 FS 67.23 FS 67.53 FS 67.53 FS 1. 5 % 67.53 FS 0.7%67.50 FS 67.50 FS 67.47 FS 64.8 FL 5 5 44 19 19 19 19 18 18 18 18 18 39 64.7 FG 64.5 FG GENERAL CONSTRUCTION NOTES 4 3 5 2 20 21 22A PROTECT IN PLACE CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04 CONSTRUCT 6" CONCRETE SURFACE PER LANDSCAPE ARCHITECT PLANS DETAIL 2, SHEET L-2.01 23 24 25 26 27 28 29 CONSTRUCT ATRIUM DRAIN PER DETAIL 21, SHEET C-0.04 CONSTRUCT HEADWALL (INLET) AND TRASH RACK PER DETAIL 22, SHEET C-0.04 CONSTRUCT BIOFILTRATION AREA WITH UNDERDRAIN PER DETAIL 24/25, SHEET C-0.05 CONSTRUCT RESILIENT SURFACE DRAIN PER DETAIL 26, SHEET C-0.04 1 STORM DRAIN CONSTRUCTION NOTES CONSTRUCT CONCRETE WEIR PER DETAIL 27, SHEET C-0.04 6 7 8 CONSTRUCT RESILIENT SURFACE PER LANDSCAPE ARCHITECT PLANS DETAIL 1, SHEET L-2.02 CONSTRUCT 3-FOOT WIDE V-GUTTER (IN PARKING AREAS) PER DETAIL 9, SHEET C-0.039 CONSTRUCT TREE WELL WITH CONCRETE BAND OR SEAT WALL PER LANDSCAPE ARCHITECT PLANS 10 CONSTRUCT INLET AT BROW-DITCH PER DETAIL 28, SHEET C-0.05 CONSTRUCT 36"x36" CATCH BASIN & GRATE (OUTLET) PER DETAIL 24/25, SHEET C-0.05 30 CONSTRUCT CURB PER S.D.R.S.D. STANDARD DETAIL G-01, C.F. PER PLAN CONSTRUCT CURB & GUTTER PER S.D.R.S.D. STANDARD DETAIL G-02, C.F. PER PLAN CONSTRUCT CURB RAMP PER S.D.R.S.D. STANDARD DETAILS G-27 TO G-32B, TYPE PER PLAN 31 CONSTRUCT CATCH BASIN - TYPE 'F'- PER S.D.R.S.D. DWG. NO. D-07 11 LEGEND CONSTRUCT 4" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 CONSTRUCT STORM DRAIN CLEANOUT - TYPE 'A' - PER S.D.R.S.D. DWG. NO. D-09 32 33 34 CONSTRUCT HDPE FITTING PER MANUFACTURER'S RECOMMENDATIONS. SIZE PER PLAN. SEE SHEET C-0.03 12 CONSTRUCT DECORATIVE PAVING SURFACE PER LANDSCAPE ARCHITECT PLANS DETAIL 4, SHEET L-2.01 13 CONSTRUCT 18" STEP-OUT CURB PER DETAIL 13, SHEET C-0.03 14 CONSTRUCT CURB FACE TRANSITION PER DETAIL 14, SHEET C-0.03 22B CONSTRUCT 8" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22C CONSTRUCT 12" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22D CONSTRUCT 18" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% 15 CONSTRUCT LOCAL DEPRESSION, 5-FOOT TRANSITION CONSTRUCT SUBDRAIN PER DETAIL 35, SHEET C-0.05 CONNECT SUBDRAIN TO PVC STORM DRAIN LINE 35 36 CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 37, SHEET C-0.0537 CONSTRUCT CURB INLET - TYPE B - 5-FOOT TRANSITION, PER S.D.R.S.D. STANDARD DETAILD-02, Y=3.5', L=7' UNLESS OTHERWISE SHOWN ON PLAN, WITH STENCIL PER CITY STD. DS-1 REMOVE HEADWALL, INLET, AND/OR INTERFERING SECTION OF PIPE FOR NEW CLEANOUT38 16 LEVEL PAD FOR BUS STOP PER DWG. NO. 546-1 17 CONSTRUCT 18" U-CHANNEL PER DETAIL 17, SHEET C-0.03 CONNECT TO SYNTHETIC SURFACE SUB DRAIN - SEE LANDSCAPE PLANS39 22E CONSTRUCT 24" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-GRATE-FULL 36-36-24 (OR APPROVED EQUAL)40 41 INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-CURB-FULL-24 (OR APPROVED EQUAL) 42 CONSTRUCT DECK DRAIN PER DETAIL 42, SHEET C-0.08 CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04, WRAP GRATE WITH MIRAFI 140N FILTER FABRIC 23A OUTLET PIPE THROUGH ALLAN BLOCK WALL - SEE DETAIL M/66 ON WALL PLANS 43 CONSTRUCT CONCRETE BLANKET PROTECTION FOR PIPES PER S.P.P.W.C. STD. PLAN 225-3 44 CONSTRUCT RIP RAP PER DETAIL 12, SHEET C-0.08 45 CONSTRUCT GRAVITY RETAINING (SPLASH) WALL, TYPE-A, 2-FEET TALL, PER S.D.R.S.D. DWG. NO. C-09 22F CONSTRUCT 30" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% 18 CONSTRUCT ALLAN BLOCK RETAINING WALL - SEE SHEETS 44 TO 59 19 CONSTRUCT RAMP RETAINING WALL - SEE SHEET 61 CIVILENGINEERINGCONSULTING 999 CORPORATE DR., SUITE 100LADERA RANCH, CA 92694p: 949.463.8822e: tec@civtec.net September 9, 2025 VETERANS MEMORIAL PARKFARADAY AVE./WHITMAN WAY 15 0 10 20 40 SCALE: 1" = 20' S E SHEET C-1.02 MATCH LINE - SEE SHEET C-1.01 MA T C H L I N E - S E E SH E E T C - 1 . 0 3 F A R A D A Y A V E . MA T C H L I N E - S E E S H E E T C - 1 . 0 4 MATCH LINE - SEE SHEET C-1.06 2% EXIST. SLOPE- VARIES 3.5:1 TO 5:1 EXIST. CONCRETECULVERT WITH WINGWALLS PUNCHED HOLES IN EXIST.CONC. BASE TO PROHIBITWATER FROM POOLING EXIST.SLOPE SECTION K-K NOT TO SCALE PROP. 2:1 MAX. SLOPE START NEW SLOPEAT BASE OF EXIST.CULVERTHEADWALL(OPENING) FARADAY AVE. PROP.D.G.WALK K K PROP. ALLAN BLOCK RETAINING WALL WITH GUARDRAIL - V-SEE SHEET 54 NOTE TO CONTRACTOR: ALL GRADING AND EARTHWORK IS TO BE DONE INACCORDANCE WITH THE EARTHWORK SPECIFICATIONAND AS DIRECTED BY THE GEOTECHNICAL ENGINEER. * NOTE TO CONTRACTOR: CONTRACTOR TO VERIFY ELEVATION PRIOR TOCONSTRUCTION AND NOTIFY CIVIL ENGINEERIMMEDIATELY OF ANY DISCREPANCY. ** NOTE TO CONTRACTOR: VERIFY STRUCT. SLAB SECTION [ASSUMED 5" PCC /VAPOR BARRIER / COMPACTED FILL] W/STRUCTURALDRAWINGS AND SOILS ENGINEER'S REPORT PRIOR TOCONSTRUCTION AND NOTIFY CIVIL ENGINEERIMMEDIATELY OF ANY DISCREPANCY. NOTE TO CONTRACTOR: LOCATE ALL EXISTING UTILITIES AS A FIRST ITEM OF WORKAND PROTECT THEM IN PLACE AS REQUIRED. PRECISE GRADING PLAN SAN DIEGO COUNTYWATER AUTHORITY -CARLSBAD DESALINATIONCONVEYANCE PIPELINEMACARIO TUNNEL PIT L L SECTION L-L NOT TO SCALE PROP.PAVEMENT 30'8' PROP. CURB& GUTTER PROP.SIDEWALK PROP.CURB PROP. 2:1MAX. SLOPE Q Q R R PROP.PAVEMENT 24'6.5' PROP. CURB& GUTTER PROP.SIDEWALK PROP.CURB PROP. 3:1MAX. SLOPE SECTION Q-Q NOT TO SCALE PROP.PAVEMENT 44'6.5' PROP. CURB& GUTTER PROP.SIDEWALK PROP.CURB SECTION R-R NOT TO SCALE PROP. 2:1MAX. SLOPE PROP. 2:1MAX. SLOPE 18' 2 7 1 6 5 2 7 1 6 6 1 3 7 2 1.6% 1.5%1.8% 7' 1.25' 1.8% 1.8%VARIES JN NF 0--.../ \ \ 0--o,~ - -er '----0 70 I =----.:=:J_:~_____:__~ I ! L I ' ! ,-_,--,, I :ll-----==' ~""/' --.:::ii: \ ..... ~ / I I I I ' \?' \ ' , , - ' ' " - ., ~ \I 5J. \ \ X \~\ \ \ 0 I \ 0 ~ \ I \ I . I I I I I t::; t::; '? ,- 0 ~ '-X yx _J; ~ --->--- ---'l---~ ~ ....-P - _ .. ..__,,, / / ' 'I ~ ~ s ~. ! ! I • ' I ·~---\----------., \ ~~-~ I "'· -----=-t~ ~ ' ,~ \ \ "' ~-_:-:~~~rl~~~; ~ ' ~~- , /' ' / <j) _,;, ,, . ~--''-, • I 0 CONSTRUCT 4" A.C,/12" A,B. PAVEMENT (DRIVE AISLES) -SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R-VALUE TEST 0 0 CONSTRUCT 5" D.G. /3" A.B. SURFACE DETAIL 3, SHEET C-0.08 AND LANDSCAPE ARCHITECT PLANS DETAIL 5, SHEET L-2.01 0 0 CONSTRUCT 4" A.C,/6" A,B. PAVEMENT (PARKING STALLS)· SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R-VALUETEST 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 CONSTRUCT BROW DITCH • TYPE 'B'· PER S.D.R.S.D. DWG. NO. D-75, MOD. WIDTH PER PLAN, DEPTH = 6" UNLESS OTHERWISE SHOWN 0 0 0 0 0 0 0 0 0 0 0 R/W 0 I 0 I I 0 T7 - fSHrnl CITY OF CARLSBAD ~====~~====~================================t====j====jt====1====j L__j ENGINEERING DEPARTMENT l------ll---+----------------l-----1--+--+-----I GRADING PLANS FOR: t----+---+-------------+---+----1--+----I :=:G=R=20=2=3====0=0=4=2===========~ APPROVED: JASON S. GELDERT 1-------11----+-,,,-----------------l-----l---+----I-----I ~EN:::G:::IN=EER;::::::IN:::G:::M::::AN:::A:::GE::R::::;-;R:::CE=::6:::39::::1:::2:::::::EXP:::::::IR=ES:::9=:3:::0:::2::6=:::::::D:::':ATE::::::::== OWN BY: PROJECT NO. DRAWING NO. 2~~~;--CUP2021-0014 546-1A DA 1E INITIAL ENGINEER OF WORK DA 1E INITIAL DAlE INITIAL REVISION DESCRIPTION DlHER APPROVAL CITY APPROVAL Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025 *(87.97) FSB.O.W. 85.50 FS 84.65 FS 67.20 FS 80.35 FS 80.10 FS 78.85 FS 91.30 FS 82.55 FS 77.65 FS 67.20 FS 67.15FS HMPBOUNDARY 66.5 TG64.6 INV 66.5 TG63.9 INV 8" 66.5 TG63.2 INV 66.5 TG62.2 INV 12" 14 . 0 ' 10.0' 10. 5 ' 10.0' 10.0 ' 88.10 TG85.0 INV 85.0 TG82.0 INV 79.4 TG76.5 INV 77.0 FS 72.33 TW70.5 TG64.5 INV 4" 82.83 TW81.34 BTM.10.5' HP67.1 FG HP66.95 FG HP67.1 FG 76.0 TG72.5 INV 0" CF66.52 FS 88.5 TG86.0 INV 77.5 TG74.5 INV 88.81 FS 88.70 FS 66.54 FS HP84.75 FS HP91.80 FS 80.25 FS 80.25 FS 80.25 FS 80.00 FS 79.00 FS 79.00 FS HP84.25 FL STORM DRAIN LINE 'A'SEE SHEET C-2.02 FORSD PLAN/PROFILE 67.48 FS 67.48 FS 67.48 FS 67.68 FS 2. 2 % 4 . 8 % 4. 8 % 4 . 8 % 4.8 % 4.8% 4.8% 4. 8 % 4. 8 % 3 . 5 % 3. 1 % 3.3% 3 20 20 20 20 3 12 12 332 2 32 32 28 28 28 32 2 3 3 3 3 32 32 1 5 % 12 28 12 2 323 3 3 21 28 28 1% T Y P . 1% T Y P . 1% TY P . 1% TYP. 1% TYP. 1% T Y P . 1% TYP. 1% TY P . 1% TY P . 1% T Y P . 1% TYP. 32 32 32 32 1 % 1.8% 1.8% 1 . 8 % 5% 1. 4 % 2 : 1 2: 1 P R O P . B L D G . PROP. BLDG.67.50 FF**67.08 PAD 4"22A 12"22C 22A 8"22B 90.3 FL 8"22B 8"22B 8"22B 8"22B 0.5 % 1.2%88.1 FL 8"22B 8"22B 4"22A *(87.4±) FSB.O.W. *(88.7±) FSB.O.W. (7.7%) 87.60 FS 87.80 FS 89.14 FS 88.98 FS 88.75 FS 88.77 FS 88.87 FS 89.00 FS 88.25 FL 12"22C 1.6% 67.65 FS 67.40 FS 1.5% 67.05 FS 1.8% 1.2% 67.40 FS 66.94 FS 67.35 FS 66.85FS 1.8% 4 . 8 % 1.8% 67.48 FS 67.28 FS 67.45FS 3.1 % 4"22A 75.0 TG73.0 INV 2166.59 FS 66.70 FS 66.61 FS 66.71 FS 67.36 FS 4"22A 66.4 TG 21 TW = FS+18"TYP. TW = FS+18"TYP. 1% 74.67 TW72.33 TF 1.8%1.8% 1.8 % 12:1 MAX. 12:1 M A X . 1 2 : 1 M A X . 74.03 FS 73.93 FS 71.43 FS71.34 FS 68.84 FS 68.75 FS GUARDRAIL71.33 TW65.67 TF 35 SIDEWALK10 73.8 FG 67.1FG 3 : 1 HP89.20 FS LP88.50 FS 87.5 FL HMPBOUNDARY 20' OFFSET FROMHMP BOUNDARY LIMITS OF GRADINGAND ORANGE FENCE22'± OFFSET FROMHMP BOUNDARY HMPBOUNDARY 20' OFFSET FROMHMP BOUNDARY LIMITS OF GRADINGAND ORANGE FENCE22'± OFFSET FROMHMP BOUNDARY HMPBOUNDARY 20' OFFSET FROMHMP BOUNDARY LIMITS OF GRADINGAND ORANGE FENCE22'± OFFSET FROMHMP BOUNDARY 96.4 FL 90.50 TW89.52 BTM. 1. 4 % 4"22A 32 1.9% 87.0 FL84.45 INV 31 87.9 TG86.0 INV 28 HP88.6 FG 32 32 32 32 12" 22C12" 12" 90.5 FL 102.9 FL 4" 107.0 FL 32 12" 116.75 FL 35 32 12" 90.0 TG87.0 INV 28 67.20 FS 66.8 TG63.0 INV21 67.18 TG63.5 INV42 66.5 TG64.5 INV 21 66.5 TG64.5 INV 21 4"22A 1267.65 FS 67.30 FS 1.5% 0 . 7 % 0. 5 % 67.30 FS 0 . 5 % 0.7 % 4"22A 36 HPGUARDRAIL96.84 TW85.73 BTM. 11 TYP. 11 TYP. 102.1 FG 95.5 FG 105.5 FG 2:1 MAX. 2:1 MAX. 2:1 MAX. 2:1 MAX . 2:1 MAX . 2:1 MAX. 2:1 MAX . 2:1 MAX. 2:1MAX. R/W SEAT WALL PERLANDSCAPE PLANS-TYP. MOW CURB PERLANDSCAPE PLANS-TYP. 43 32 12" 89.5 FL 89.5 FL 88.5 FL 88.5 FL 90.5 FL 94.5 FL 104.5 FL 104.5 FL 114.5 FL 114.5 FL 79.5 FL 79.5 FL 77.2 FL 3 WIRE HABITAT FENCEPER LANDSCAPEARCHITECT PLANS 3 WIRE HABITAT FENCEPER LANDSCAPEARCHITECT PLANS 89.0 FL 88.0 FL 67.50 FS 67.33 FS 67.33 FS 67.33 FS 67.23 FS 67.45 FS 1 . 5 % 0.5% 1.5% 67.53 FS 84.05 FL 81.95 FL 87.5 FL 85.9 FL 81.2 FL 79.55 FL 19 19 18 GENERAL CONSTRUCTION NOTES 4 3 5 2 20 21 22A PROTECT IN PLACE CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04 CONSTRUCT 6" CONCRETE SURFACE PER LANDSCAPE ARCHITECT PLANS DETAIL 2, SHEET L-2.01 23 24 25 26 27 28 29 CONSTRUCT ATRIUM DRAIN PER DETAIL 21, SHEET C-0.04 CONSTRUCT HEADWALL (INLET) AND TRASH RACK PER DETAIL 22, SHEET C-0.04 CONSTRUCT BIOFILTRATION AREA WITH UNDERDRAIN PER DETAIL 24/25, SHEET C-0.05 CONSTRUCT RESILIENT SURFACE DRAIN PER DETAIL 26, SHEET C-0.04 1 STORM DRAIN CONSTRUCTION NOTES CONSTRUCT CONCRETE WEIR PER DETAIL 27, SHEET C-0.04 6 7 8 CONSTRUCT RESILIENT SURFACE PER LANDSCAPE ARCHITECT PLANS DETAIL 1, SHEET L-2.02 CONSTRUCT 3-FOOT WIDE V-GUTTER (IN PARKING AREAS) PER DETAIL 9, SHEET C-0.039 CONSTRUCT TREE WELL WITH CONCRETE BAND OR SEAT WALL PER LANDSCAPE ARCHITECT PLANS 10 CONSTRUCT INLET AT BROW-DITCH PER DETAIL 28, SHEET C-0.05 CONSTRUCT 36"x36" CATCH BASIN & GRATE (OUTLET) PER DETAIL 24/25, SHEET C-0.05 30 CONSTRUCT CURB PER S.D.R.S.D. STANDARD DETAIL G-01, C.F. PER PLAN CONSTRUCT CURB & GUTTER PER S.D.R.S.D. STANDARD DETAIL G-02, C.F. PER PLAN CONSTRUCT CURB RAMP PER S.D.R.S.D. STANDARD DETAILS G-27 TO G-32B, TYPE PER PLAN 31 CONSTRUCT CATCH BASIN - TYPE 'F'- PER S.D.R.S.D. DWG. NO. D-07 11 LEGEND CONSTRUCT 4" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 CONSTRUCT STORM DRAIN CLEANOUT - TYPE 'A' - PER S.D.R.S.D. DWG. NO. D-09 32 33 34 CONSTRUCT HDPE FITTING PER MANUFACTURER'S RECOMMENDATIONS. SIZE PER PLAN. SEE SHEET C-0.03 12 CONSTRUCT DECORATIVE PAVING SURFACE PER LANDSCAPE ARCHITECT PLANS DETAIL 4, SHEET L-2.01 13 CONSTRUCT 18" STEP-OUT CURB PER DETAIL 13, SHEET C-0.03 14 CONSTRUCT CURB FACE TRANSITION PER DETAIL 14, SHEET C-0.03 22B CONSTRUCT 8" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22C CONSTRUCT 12" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22D CONSTRUCT 18" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% 15 CONSTRUCT LOCAL DEPRESSION, 5-FOOT TRANSITION CONSTRUCT SUBDRAIN PER DETAIL 35, SHEET C-0.05 CONNECT SUBDRAIN TO PVC STORM DRAIN LINE 35 36 CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 37, SHEET C-0.0537 CONSTRUCT CURB INLET - TYPE B - 5-FOOT TRANSITION, PER S.D.R.S.D. STANDARD DETAILD-02, Y=3.5', L=7' UNLESS OTHERWISE SHOWN ON PLAN, WITH STENCIL PER CITY STD. DS-1 REMOVE HEADWALL, INLET, AND/OR INTERFERING SECTION OF PIPE FOR NEW CLEANOUT38 16 LEVEL PAD FOR BUS STOP PER DWG. NO. 546-1 17 CONSTRUCT 18" U-CHANNEL PER DETAIL 17, SHEET C-0.03 CONNECT TO SYNTHETIC SURFACE SUB DRAIN - SEE LANDSCAPE PLANS39 22E CONSTRUCT 24" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-GRATE-FULL 36-36-24 (OR APPROVED EQUAL)40 41 INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-CURB-FULL-24 (OR APPROVED EQUAL) 42 CONSTRUCT DECK DRAIN PER DETAIL 42, SHEET C-0.08 CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04, WRAP GRATE WITH MIRAFI 140N FILTER FABRIC 23A OUTLET PIPE THROUGH ALLAN BLOCK WALL - SEE DETAIL M/66 ON WALL PLANS 43 CONSTRUCT CONCRETE BLANKET PROTECTION FOR PIPES PER S.P.P.W.C. STD. PLAN 225-3 44 CONSTRUCT RIP RAP PER DETAIL 12, SHEET C-0.08 45 CONSTRUCT GRAVITY RETAINING (SPLASH) WALL, TYPE-A, 2-FEET TALL, PER S.D.R.S.D. DWG. NO. C-09 22F CONSTRUCT 30" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% 18 CONSTRUCT ALLAN BLOCK RETAINING WALL - SEE SHEETS 44 TO 59 19 CONSTRUCT RAMP RETAINING WALL - SEE SHEET 61 CIVILENGINEERINGCONSULTING 999 CORPORATE DR., SUITE 100LADERA RANCH, CA 92694p: 949.463.8822e: tec@civtec.net September 9, 2025 VETERANS MEMORIAL PARKFARADAY AVE./WHITMAN WAY 16 0 10 20 40 SCALE: 1" = 20' S E SHEET C-1.03 MATCH LINE - SEE SHEET C-1.05 MA T C H L I N E - S E E S H E E T C - 1 . 0 1 MATCH LINE -SEE SHEET C-1.04 WHITMAN WAY NOTE TO CONTRACTOR: ALL GRADING AND EARTHWORK IS TO BE DONE INACCORDANCE WITH THE EARTHWORK SPECIFICATIONAND AS DIRECTED BY THE GEOTECHNICAL ENGINEER. * NOTE TO CONTRACTOR: CONTRACTOR TO VERIFY ELEVATION PRIOR TOCONSTRUCTION AND NOTIFY CIVIL ENGINEERIMMEDIATELY OF ANY DISCREPANCY. NOTE TO CONTRACTOR: LOCATE ALL EXISTING UTILITIES AS A FIRST ITEM OF WORKAND PROTECT THEM IN PLACE AS REQUIRED. PRECISE GRADING PLAN SEE DETAIL 'A' SHEET C-1.03 FORTYPICAL BROW DITCH TO CATCHBASIN TYPE 'F' TRANSITION TRANSITION FROM BROW DITCH TO CATCH BASINA SCALE:N.T.S. 2.67' 0. 5 4 ' 0. 7 5 ' 1. 0 ' OR 0. 5 '3" 2500 psi AIR PLACEDCONCRETE WITH 6 x6-W1.4 x W1.4 WWF BROW DITCH PER SDRSDD-75, MOD. PER PLAN PROFILE 2PROFILE 1 CATCH BASIN TYPE'F' PER SDRSD D-07 ELEVATION PLAN MATCH FLPER PLAN 2'TRANSITION FROM BROW DITCH (PROFILE 1)TO PROFILE 2 AT CATCH BASIN TYPE 'F' MATCH FLPER PLAN 2'TRANSITION FROM BROW DITCH (PROFILE 1)TO PROFILE 2 AT CATCH BASIN TYPE 'F' CATCH BASIN TYPE 'F' PER SDRSD D-07 BROW DITCH PER SDRSDD-75, MOD. PER PLANBROW DITCH PER SDRSDD-75, MOD. PER PLAN JN NF i w J .. :c t: ;I : Q -w a: w i! : :!: : ! a: z 8 e .. w w z 5 z w ~ 5 .. !a ' ~ w ~ .. Q -!z w 1! i :i -., ; c i. . . --cj c "' t; ~ I; ; z 8 ~ .: . Ii i w il i .; -~ Q lz ! 1 -8 :c u .. < w ~ z 1 Q z < ~ 9 u Ii i w :c .. ,. ; -~ Q w ~ .. :: : , .. ., ; c !: ? . t! i ci in t; ~ I; ; z 8 m w J .. 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J < :! 5 E o z "' - a. ~ I! ! ff i < F C 0 z 0 I-ll . 0:: : (, ) (/ ) w Cl z 0 (/ ) > w 0:: : 11 1 1 1 1 1 1 1 1 1 1 I~ I! + + + + -,_ _ .,. , + ~- ~ - -0 - - - a- - . - .. . . g_ 5 . v -- - • I -1 / ~- ✓- .. . . ~ -•. , ), / / 0 0 ( ) ' 0 ,, . . . , ~ C I ~ z !! l ~ Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025 10' 61.19 FS 4" CF67.00 TC66.67 FS 80.10 FS 78.85 FS 132.50 FS 68.73 FS 88.4 FS 91.75 FS 95.8 FS 66.30 FS66.01CONC. 77.75 FS 83.25 FS 70.89 FS 74.23 FS 66.19 FS 66.25 FS 76.08 FS 66.50 FS66.21CONC. 74.55 FS66.55 FS66.26 CONC. 83.75 FS 85.0 FS 133.40 FS 75.00FS 77.10 FS 77.65 FS67.15FS H.P.GUARDRAIL78.10 TW68.89 BTM. GUARDRAIL100.32 TW91.11 BTM. 69.81 FS GUARDRAIL134.20 TW123.08 BTM. GUARDRAIL90.55 TW83.88 BTM. GUARDRAIL95.87 TW85.39 BTM. 66.5 TG62.2 INV 12" 68.25 TG64.0 INV8" 62.75 TG62.0 SURFACE59.75 SUBDRAIN IN59.50 BOT.57.0 INV 8" OUT 8"@22% 12" 77.0 FS GUARDRAIL72.67 TW65.00 TF 72.33 TW70.5 TG64.5 INV 4"82.4 TG79.0 INV12" 88.8 TG85.0 INV 74.25 TG68.0 INV 12" 82.83 TW81.34 BTM. 89.28 TW87.70 BTM. 134.20 TW132.60 BTM. 6.0' 10. 0 ' 54.83 INV 10.0' 93.33 TW92.37 BTM. 106.7 TG103.5 INV 107.44 TW106.47 BTM. 12" 4" 76.0 TG72.5 INV 4" CF66.68 TC66.35 FS 0" CF66.52 FS66.20 FS 0" CF65.87 FS65.78 FS 4" CF65.95 TC65.62 FS 65.74 TC65.24 FL 65.25 TC64.75 FS 64.06 TC63.56 FS 63.60 TC63.10 FL 62.18 TC61.68 FS 61.80 TC61.30 FL 12" CF63.50 TC62.50 FS 65.10 TC64.60 FS 65.65 TC65.15 FL 64.50 TC64.00 FL 66.08 TC65.58 FS 64.90 TC64.40 FS 77.5 TG74.5 INV BASIN 'D' BASIN 'E'54.5 SURFACE 57.19 TW55.58 BTM. 57.19 TW51.79 BTM. 64.0 FG 63.1 SURFACE60.60 BOT. 65.1 FG 62.5 TG58.7 INV 8" 8" 69.84 TW68.26 BTM. 72.0 TG68.5 INV 4" 91.25 TG88.0 INV C.O.76.0 INV12" WEIR64.1 FS 62.0 SURFACE59.50 BOT. 0" CF66.54 FS 65.19 TC64.69 FL 12" CF64.6 TC63.6 FS 73.85 FS 75.00 FS 76.0 FS66.20 FS65.91CONC. 62.94 FS 80.25 FS 80.00 FS 79.00 FS 79.00 FS 90.85 FS 90.75 FS 54.83 INV GUARDRAIL58.46 TW51.79 BTM. STORM DRAIN LINE 'A'SEE SHEET C-2.01FOR SD PLAN/PROFILE SEE SHEET C-2.01FOR SDPLAN/PROFILE 132.80 FS132.38 TG127.0 INV 12" 133.50 FS133.21 CONC. 132.90 FS 133.50 FS133.08 TG128.0 INV 133.00 FS132.71CONC. 67.48 FS 4.8 % 4.8% 4.8% 4. 8 % 4. 8 % 4.8% 3.3% 4.8% 1.5 % 3 . 5 % 2.9 % 3.3 % 4 . 8 % 4.8 % 3.3% 4.1 % 20 2 28 2 12 12 12 4 4 4 5 5 25 24 7 6 6 1 1 7 6 7 69 13 13 2 22B 22C 2 3 28 12 12 2 2 22A 2 32 32 3 3 28 2828 12 3 25 23 23A 32 28 3 3 22C 22A 32 21 28 32 12" 32 12" 32 12" 32 12" 1% TYP. 1% T Y P . 1% TY P . 1% T Y P . 1% T Y P . 1% T Y P . 1% T Y P . 1% TYP . 28 22B 28 22A 28 32 32 32 32 27 78.0 FS 76.0 FS 4.8 % 1.5 % 1.8% 1.8% 1.8 % 1. 4 % 23 26 26 2:1 MAX. 2:1 2:1 MAX. 2:1 2:1 2:1 2:1 2: 1 PROP. BLDG.67.50 FF**67.08 PAD 22B 111.8 FS 85.0 FS 74.30 FS 1% TY P . 1.8% 69.63 FS 67.85 FL 2 65.80 TC65.30 FS 65.45 FS 64.45 TC63.95 FS63.04 TC62.54 FS 62.79 TC62.29 FS 1.8%4.1% 63.18FS 63.10 FS 2: 1 77.58 TG74.0 INV 26 75.58 TG73.0 INV 26 74.68 TG71.9 INV26 65.68 TG61.1 INV 26 66.35 FS65.06CONC. 65.88 TG61.0 INV 26 66.30 FS66.01 CONC.65.82 TG63.0 INV 26 65.88 TG63.1 INV 26 65.88 TG63.5 INV 26 66.88 TG62.0 INV26 66.88 TG62.0 INV 26 65.88 TG63.5 INV 26 65.88 TG63.1 INV 26 65.88 TG62.5 INV26 65.88 TG62.1 INV26 65.88 TG61.4 INV26 65.88 TG62.9 INV 26 65.88 TG63.5 INV 26 65.88 TG63.5 INV26 65.88 TG62.9 INV 26 65.88 TG57.9 INV12" 26 65.88 TG62.7 INV 26 65.88 TG58.6 INV12" 26 66.10 FS65.68CONC. 66.20 FS65.91CONC. 4.8 % 1% 65.9 TG63.8 INV 21 65.9 TG63.5 INV 21 65.9 TG63.8 INV21 65.9 TG63.5 INV 21 64.5 TG57.7 INV12" 21 62.8 TG59.3 INV21 65.0 TG60.1 INV 21 65.88 TG61.0 INV 12"26 66.30 FS 66.30 FS66.01CONC. 66.38 FS 66.30 FS66.01CONC. 66.30 FS66.01CONC. 66.30 FS 66.30 FS66.01CONC. 66.30 FS66.01CONC.66.30 FS66.01CONC. 66.30 FS66.01CONC. 66.30 FS66.01CONC. 66.30 FS66.01CONC. 66.30 FS66.01CONC. 66.30 FS66.01CONC. 66.30 FS66.01CONC. 66.30 FS66.01CONC. 66.30 FS66.01CONC. 67.30 FS 67.30 F S 68.30 FS 69.3 0 F S 70.30 FS 67. 3 0 F S 67.3 0 F S 6 7 . 3 0 F S 6 7 . 3 0 F S 68. 3 0 F S 68.3 0 F S 6 8 . 3 0 F S 70.30 FS70.01CONC. 70.30 FS70.01CONC. 69.30 FS69.01CONC.69.30 FS69.01CONC. 69.30 FS69.01CONC. 65.88 TG61.5 INV 26 12"22C 4"22A 132.66 FS 132.51 FS 132.4 TG130.0 INV21 4"22A 133.26 FS 133.47 FS 133.45 FS 133.39 FS 133.30 FS 32 32 73.35 FL 12"@12.2%22C 22A 4"22A 77.71CONC. 77.58 TG75.0 INV26 12"22C 77.71CONC.22A 22A 75.71CONC. 22A 22A 22A 22A 64.30 FS 22A 22A 12"22C 22A 22A 22A 22A 22A 22A 22A 22A 22A 1% 1.9 % 1 %4.8% 75.71CONC. 133.0 TG130.0 INV21 39 39 39 1.6 % 133.41 FS 133.53 FS 4"22A 132.0 FL 89.4 FL 8"22BC.O.52.25 INV 37 12"22C 22A 8"22B 12"22C 37 8"22B 4"22A 1% 4"22A 12"22C 8"22B 62.30 FS 61.26 TC60.76 FL 61.45 TC60.95 FL 4.8% 0" CF60.69 FL 8 13 62.00 TC61.50 FS 3.6% 63.70 TC63.20 FL 64.04 TC63.54 FS 63.71 TC63.21 FS 8"22B 12"22C 12"22C 62.30 TC61.63 FL 62.15 TC61.48 FL 60.85 INV 60.85 INV 59.75 INV C.O.57.00 INV37 13 6 64.86 TC64.36 FS 17 1 . 9 % 66.05 TC65.55 FS 65.94 TC65.44 FS 65.54 TC65.04 FL 13 7 66.52 TC66.02 FS 66.45 TC65.95 FS 66.11 TC65.61 FL 13 13 4" CF66.85 TC66.52 FS 4" CF66.75 TC66.42 FS 66.31 FS 14 1.8% 1.8% 1.8 % 14 66.10 FS65.81CONC. 0.9% 65.98 TC65.48 FS 65.80 TC65.30 FS 66.20 FS 0.5% 1.2% 67.40 FS 66.94 FS 67.35 FS 66.85FS 1.8% 4 . 8 % 1.8% 67.48 FS 67.28 FS 67.45FS 3.1 % INV OUT TYPE A F.H.SEE SHEETC-5.01 TRANS. PERELEC. PLANS 4"22A 75.0 TG73.0 INV 21 70.00 TW67.00 TF 76.8 TG74.5 INV21 4"22A 1% 74.5 TG73.0 INV 21 1% 65.76 FS 65.92 FS 66.03 FS66.11 FS 66.16 FS 66.59 FS 66.70 FS 66.54 FS 66.61 FS 66.71 FS 66.80 FS 66.96 FS 66.90 FS 67.19 FS 1% 1% 1% 1% 61.28 FS 0" CF61.48 FS 61.98 TC61.48 FS 61.50 FS 66.00 FS 4"22A 66.4 TG63.0 INV 21 133.4 TG131.0 INV21 133.58 FS 133.80 FS HP133.8 FGC.O.58.61 INV C.O.66.67 INV 1% 75.8 TG73.0 INV21 74.67 TW72.33 TF 1.8%1.8% 1.8 % 12:1 MAX. 12:1 M A X . 1 2 : 1 M A X . 74.03 FS 73.93 FS 71.43 FS71.34 FS 68.84 FS 68.75 FS 105.0 TG102.0 INV 28 105.59 FS 105.49 FS 105.59 FS 105.69 FS 68.0 TG62.0 INV 21 22A H.P.GUARDRAIL90.55 TW85.15 BTM. HP57.0FL HP58.4 FL 56.5 TG54.7 INV 20 56.5 TG55.0 INV 20 4"22 40 107.0 TG103.6 INV 28 GUARDRAIL71.33 TW65.67 TF 35 36 GUARDRAIL69.33 TW65.00 TF 67.33 TW65.00 TF 4"22A 36 36 51.79 BTM. 35 73.02 TW71.43 BTM. 35 36 DAYLIGHTIN SLOPE88.0 INV 4"22A 35 36 36 DAYLIGHTIN SLOPE122.0 INV 4"22A 35 36 36 35 35 10' 73.8 FG 67.1FG 3 : 1 94.30 TW93.35 BTM. GUARDRAIL87.37 TW81.98 BTM. 96.4 FL 90.50 TW89.52 BTM. 1. 4 % 4" 93.8 TG90.5 INV 28 22A4" 35 35 32 12" 32 12" 90.0 TG87.0 INV 65.95 FS 65.8 TG63.0 INV21 4"22A 66.25 FS 66.21 FS 67.20 FS 66.8 TG63.0 INV21 36 HPGUARDRAIL96.84 TW85.73 BTM. GUARDRAIL90.55 TW82.61 BTM. 89.5 FL 89.9 FL 90.1 FL GUARDRAIL90.35 TW85.79 BTM. GUARDRAIL75.56 TW69.53 BTM. 77.5 FL 57.82 TW51.79 BTM. 11 TYP. 11 TYP. 11 TYP. C.O.59.2 INV 37 95.1 FG 2:1 M A X . 2:1 M A X . 2:1M A X . 2:1M A X . 3' 4343 -TYP. PRECAST CONCRETESTEPS PER LANDSCAPEPLANS-TYP. 43 32 104.5 FL 77.2 FL 74.4 FL 76.5 FL 94.5 FL 64.5 FL TYP. C.O.-G.B.55.35 INV C.O.-G.B.55.35 INV 37 9 3.9 % 79.55 FL 83.15 FL 87.8 FL 70.3 FL 65.6 FL 74.5 FL 5 19 19 19 19 19 18 18 18 18 18 18 18 18 18 18 18 18 18 39 GENERAL CONSTRUCTION NOTES 4 3 5 2 20 21 22A PROTECT IN PLACE CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04 CONSTRUCT 6" CONCRETE SURFACE PER LANDSCAPE ARCHITECT PLANS DETAIL 2, SHEET L-2.01 23 24 25 26 27 28 29 CONSTRUCT ATRIUM DRAIN PER DETAIL 21, SHEET C-0.04 CONSTRUCT HEADWALL (INLET) AND TRASH RACK PER DETAIL 22, SHEET C-0.04 CONSTRUCT BIOFILTRATION AREA WITH UNDERDRAIN PER DETAIL 24/25, SHEET C-0.05 CONSTRUCT RESILIENT SURFACE DRAIN PER DETAIL 26, SHEET C-0.04 1 STORM DRAIN CONSTRUCTION NOTES CONSTRUCT CONCRETE WEIR PER DETAIL 27, SHEET C-0.04 6 7 8 CONSTRUCT RESILIENT SURFACE PER LANDSCAPE ARCHITECT PLANS DETAIL 1, SHEET L-2.02 CONSTRUCT 3-FOOT WIDE V-GUTTER (IN PARKING AREAS) PER DETAIL 9, SHEET C-0.039 CONSTRUCT TREE WELL WITH CONCRETE BAND OR SEAT WALL PER LANDSCAPE ARCHITECT PLANS 10 CONSTRUCT INLET AT BROW-DITCH PER DETAIL 28, SHEET C-0.05 CONSTRUCT 36"x36" CATCH BASIN & GRATE (OUTLET) PER DETAIL 24/25, SHEET C-0.05 30 CONSTRUCT CURB PER S.D.R.S.D. STANDARD DETAIL G-01, C.F. PER PLAN CONSTRUCT CURB & GUTTER PER S.D.R.S.D. STANDARD DETAIL G-02, C.F. PER PLAN CONSTRUCT CURB RAMP PER S.D.R.S.D. STANDARD DETAILS G-27 TO G-32B, TYPE PER PLAN 31 CONSTRUCT CATCH BASIN - TYPE 'F'- PER S.D.R.S.D. DWG. NO. D-07 11 LEGEND CONSTRUCT 4" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 CONSTRUCT STORM DRAIN CLEANOUT - TYPE 'A' - PER S.D.R.S.D. DWG. NO. D-09 32 33 34 CONSTRUCT HDPE FITTING PER MANUFACTURER'S RECOMMENDATIONS. SIZE PER PLAN. SEE SHEET C-0.03 12 CONSTRUCT DECORATIVE PAVING SURFACE PER LANDSCAPE ARCHITECT PLANS DETAIL 4, SHEET L-2.01 13 CONSTRUCT 18" STEP-OUT CURB PER DETAIL 13, SHEET C-0.03 14 CONSTRUCT CURB FACE TRANSITION PER DETAIL 14, SHEET C-0.03 22B CONSTRUCT 8" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22C CONSTRUCT 12" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22D CONSTRUCT 18" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% 15 CONSTRUCT LOCAL DEPRESSION, 5-FOOT TRANSITION CONSTRUCT SUBDRAIN PER DETAIL 35, SHEET C-0.05 CONNECT SUBDRAIN TO PVC STORM DRAIN LINE 35 36 CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 37, SHEET C-0.0537 CONSTRUCT CURB INLET - TYPE B - 5-FOOT TRANSITION, PER S.D.R.S.D. STANDARD DETAILD-02, Y=3.5', L=7' UNLESS OTHERWISE SHOWN ON PLAN, WITH STENCIL PER CITY STD. DS-1 REMOVE HEADWALL, INLET, AND/OR INTERFERING SECTION OF PIPE FOR NEW CLEANOUT38 16 LEVEL PAD FOR BUS STOP PER DWG. NO. 546-1 17 CONSTRUCT 18" U-CHANNEL PER DETAIL 17, SHEET C-0.03 CONNECT TO SYNTHETIC SURFACE SUB DRAIN - SEE LANDSCAPE PLANS39 22E CONSTRUCT 24" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-GRATE-FULL 36-36-24 (OR APPROVED EQUAL)40 41 INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-CURB-FULL-24 (OR APPROVED EQUAL) 42 CONSTRUCT DECK DRAIN PER DETAIL 42, SHEET C-0.08 CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04, WRAP GRATE WITH MIRAFI 140N FILTER FABRIC 23A OUTLET PIPE THROUGH ALLAN BLOCK WALL - SEE DETAIL M/66 ON WALL PLANS 43 CONSTRUCT CONCRETE BLANKET PROTECTION FOR PIPES PER S.P.P.W.C. STD. PLAN 225-3 44 CONSTRUCT RIP RAP PER DETAIL 12, SHEET C-0.08 45 CONSTRUCT GRAVITY RETAINING (SPLASH) WALL, TYPE-A, 2-FEET TALL, PER S.D.R.S.D. DWG. NO. C-09 22F CONSTRUCT 30" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% 18 CONSTRUCT ALLAN BLOCK RETAINING WALL - SEE SHEETS 44 TO 59 19 CONSTRUCT RAMP RETAINING WALL - SEE SHEET 61 CIVILENGINEERINGCONSULTING 999 CORPORATE DR., SUITE 100LADERA RANCH, CA 92694p: 949.463.8822e: tec@civtec.net September 9, 2025 VETERANS MEMORIAL PARKFARADAY AVE./WHITMAN WAY 17 0 10 20 40 SCALE: 1" = 20' S E SHEET C-1.04 MATCH LINE - SEE SHEET C-1.06 MATCH L I N E - S E E S H E E T C - 1 . 0 6 MATCH LI N E - S E E S H E E T C - 1 . 0 5 MATCH LINE - SEE SHEET C-1.03 MAT C H L I N E - S E E S H E E T C - 1 . 0 2 MAT C H L I N E - S E E S H E E T C - 1 . 0 7 MA T C H L I N E - S E E S H E E T C - 1 . 0 5 NOTE TO CONTRACTOR: ALL GRADING AND EARTHWORK IS TO BE DONE INACCORDANCE WITH THE EARTHWORK SPECIFICATIONAND AS DIRECTED BY THE GEOTECHNICAL ENGINEER. * NOTE TO CONTRACTOR: CONTRACTOR TO VERIFY ELEVATION PRIOR TOCONSTRUCTION AND NOTIFY CIVIL ENGINEERIMMEDIATELY OF ANY DISCREPANCY. NOTE TO CONTRACTOR: LOCATE ALL EXISTING UTILITIES AS A FIRST ITEM OF WORKAND PROTECT THEM IN PLACE AS REQUIRED. PRECISE GRADING PLAN M MSECTION M-M NOT TO SCALE PROP. 2:1MAX. SLOPE PROP. BROWDITCH PROP. RETAININGWALL AND WALK- SEE DETAIL 1,SHEET 61 PROP.SUBDRAIN PROP. STORM DRAIN WITHCONC. ENCASEMENT PROP. CONC.WALK 43 35 32 26.33' 72.33 TW 72.33 TW 1' 69.3 FG 3' 71.34 FS 5. 7 5 ' MA X . 7. 6 7 ' MA X . NOTE TO CONTRACTOR: GRADING OF SLOPE UNDER PLAY SLIDE MAY HAVE TO BEADJUSTED TO FIT PLAY EQUIPMENT. REVIEW SLOPE WITHSLIDE MANUFACTURER PRIOR TO CONSTRUCTION. JN NF x-----Q 0 I..= ;-~7~==:::;,~~ _, .. ., \ ... . . ... . . . . ... -. -. . . . . . . ... . . . . . . ' .:.:-. ·1 ,_ · .. • • • ''-'!/.:::::::: 0 CONSTRUCT 4" A.C./12" A.B. PAVEMENT {DRIVE AISLES) -SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R-VALUE TEST 0 0 CONSTRUCT 5" D.G. /3" A.B. SURFACE DETAIL 3, SHEET C-0.08 AND LANDSCAPE ARCHITECT PLANS DETAIL 5, SHEET L-2.01 0 0 CONSTRUCT 4" A.C./6" A.B. PAVEMENT (PARKING STALLS) -SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R-VALUE TEST 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 CONSTRUCT BROW DITCH -TYPE 'B'-PER S.D.R.S.D. DWG. NO. D-75, MOD. WIDTH PER PLAN, DEPTH = 6" UNLESS OTHERWISE SHOWN 0 0 0 0 0 0 0 0 0 0 0 0 0 t----+--+------------+---+-----+---+------t I SHEET I CITY OF CARLSBAD ~1 ;:::::::::::::::::::::'...:::::::::::::::::::::E::::N::::Gl=N:::EE:::R=IN=G:::::::::D:::EP=A=RT=M:::E:::N=T==~~==::::::: DA 1E INITIAL DA 1E INITIAL DAlE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DlHER APPROVAL CITY APPROVAL GRADING PLANS FOR: GR2023-0042 APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 26 DATE OWN BY: PROJECT NO. CHKD BY: __ _ RVWD BY: CUP2021-0014 DRAWING NO. 546-1A Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025 80.35 FS 80.10 FS 78.85 FS 134.20FS 88.4 FS 91.75 FS 77.75 FS 83.25 FS 74.23 FS 165.5 FS 76.08 FS 74.55 FS 83.75 FS 85.0 FS 133.40 FS 82.55 FS 75.00FS 77.10 FS 77.65 FS GUARDRAIL134.20 TW123.08 BTM. GUARDRAIL90.55 TW83.88 BTM. GUARDRAIL95.87 TW85.39 BTM. 79.4 TG76.5 INV 8"@22% 82.4 TG79.0 INV12" 88.8 TG85.0 INV 74.25 TG68.0 INV 12" 82.83 TW81.34 BTM. 89.28 TW87.70 BTM. 134.20 TW132.60 BTM. 134.20 TW132.60 BTM. 6.0' 10. 0 ' 125.2 TG122.0 INV 12" 10.5' 10.0' 93.33 TW92.37 BTM.133.7 TG128.6 INV 77.5 TG74.5 INV 72.0 TG68.5 INV 91.25 TG88.0 INV C.O.76.0 INV12" SEAT WALL PERLANDSCAPEARCH. PLANS 135.80 TG134.0 INV 136.0 TG133.0 INV 75.00 FS 76.0 FS 80.25 FS 80.25 FS 80.25 FS 80.00 FS 79.00 FS 79.00 FS 90.85 FS 90.75 FS SEE SHEET C-2.01FOR SDPLAN/PROFILE 134.70 FS 134.70 FS 133.50 FS133.21 CONC. 133.50 FS133.08 TG 4 . 8 % 4 . 8 % 4.8 % 4.8% 4.8% 4. 8 % 4. 8 % 4.8% 1.5 % 3. 5 % 4. 8 % 4.8 % 0.8% 4.1 % 15 % 28 32 2 3 3 32 32 1 5 % 4 22B 2 3 12 12 2 2 32 32 3 3 28 2828 12 12 3 3 28 3 3 32 28 3 28 32 12" 1% TYP. 1% TYP. 1% T Y P . 1% TY P . 1% T Y P . 1% T Y P . 1% T Y P . 1% TYP.1% TYP . 1% T Y P . 28 28 32 32 32 28 28 76.0 FS 4.8 % 1.5 % 1.8% 1.8% 1 . 8 % 1.8 % 1. 4 % 26 1% TYP. 1 % 1% 2:1 MAX. 2:1 MAX. 2:1 111.8 FS 85.0 FS 74.30 FS 75.58 TG73.0 INV 26 74.68 TG71.9 INV 134.75 FS134.46 CONC. 134.75 FS134.46 CONC. 133.8 TG129.0 INV21 133.9 TG128.5 INV 21 132.4 TG21 4"22A 133.5 TG130.0 INV 21 133.26 FS 133.47 FS 133.45 FS 133.80 FS 136.69 FS 133.80 FS 133.70 FS 134.40 FS 134.25 FS 134.15 FS 134.21 FS 73.35 FL 22A 75.71CONC. 133.8 TG129.5 INV 21 1.6% 133.82FS1% 1.2% 133.75 FS 4"22A 8"@1%22B 133.0 TG130.0 INV21 4"22A133.41 FS 133.53 FS 164.9 FL 89.4 FL 12"22C 8"22B 22A 8"22B 12"22C 8"22B 12"22C 37 8"22B 133.0 TG128.7 INV 21 133.5 TG131.5 INV 21 4"22A 133.7 FG 1% 4.2% 135.46 FS 4"22A 4"22A 138.05 TW136.55 FS 136.13 FS 1% 4"22A 12"22C 8"22B 75.0 TG73.0 INV 21 1% 74.5 TG73.0 INV 21 1% 1% 133.4 TG131.0 INV21 134.00 FS 133.58 FS 133.53 FS 133.78 FS 133.75 FS 133.83 FS 133.80 FS 133.92 FS HP133.8 FG 136.08 FS 137.85 TW136.35 FS 136.33 FS 136.30 FS 136.38 FS 136.46 FS 136.35 FS HP136.2 FL C.O.66.67 INV 75.8 TG73.0 INV 74.03 FS 73.93 FS H.P.GUARDRAIL90.55 TW85.15 BTM. 73.02 TW71.43 BTM. 4"22A 35 DAYLIGHTIN SLOPE122.0 INV 4"22A 35 36 36 35 35 15% HMPBOUNDARY 20' OFFSET FROMHMP BOUNDARY LIMITS OF GRADINGAND ORANGE FENCE22'± OFFSET FROMHMP BOUNDARY 94.30 TW93.35 BTM. GUARDRAIL87.37 TW81.98 BTM. HMPBOUNDARY 20' OFFSET FROMHMP BOUNDARY LIMITS OF GRADINGAND ORANGE FENCE22'± OFFSET FROMHMP BOUNDARY 96.4 FL 90.50 TW89.52 BTM. 1. 4 % 32 12" 102.9 FL 4" 118.5 TG116.0 INV 28 107.0 FL 32 12" 116.75 FL 22A 4" 134.5 TG131.0 INV 28 32 12" 32 12" 93.8 TG90.5 INV 28 36 22A4" 35 35 32 12" 32 12" 90.0 TG87.0 INV 28 32 36 HPGUARDRAIL96.84 TW85.73 BTM. GUARDRAIL90.55 TW82.61 BTM.89.5 FL 89.9 FL 90.1 FL GUARDRAIL90.35 TW85.79 BTM. 133.80 FL 105.5 FG 95.1 FG 2:1 MAX . 2:1 MAX . 2:1 M A X . 2:1 M A X . 2:1 MAX. 2:1MAX. 2:1MAX. 2:1M A X . 2:1M A X . 2 : 1 M A X . 4343 PRECAST CONCRETESTEPS PER LANDSCAPEPLANS-TYP. 32 12" 32 12" 94.5 FL 104.5 FL 104.5 FL 114.5 FL 114.5 FL 124.5 FL 124.5 FL 134.5 FL 144.5 FL 144.5 FL 154.5 FL 79.5 FL 77.2 FL 74.4 FL 76.5 FL 3 WIRE HABITAT FENCEPER LANDSCAPEARCHITECT PLANS 3 WIRE HABITAT FENCEPER LANDSCAPEARCHITECT PLANS 81.95 FL 81.2 FL 79.55 FL 83.15 FL 87.8 FL 19 18 18 18 18 18 18 18 18 18 GENERAL CONSTRUCTION NOTES 4 3 5 2 20 21 22A PROTECT IN PLACE CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04 CONSTRUCT 6" CONCRETE SURFACE PER LANDSCAPE ARCHITECT PLANS DETAIL 2, SHEET L-2.01 23 24 25 26 27 28 29 CONSTRUCT ATRIUM DRAIN PER DETAIL 21, SHEET C-0.04 CONSTRUCT HEADWALL (INLET) AND TRASH RACK PER DETAIL 22, SHEET C-0.04 CONSTRUCT BIOFILTRATION AREA WITH UNDERDRAIN PER DETAIL 24/25, SHEET C-0.05 CONSTRUCT RESILIENT SURFACE DRAIN PER DETAIL 26, SHEET C-0.04 1 STORM DRAIN CONSTRUCTION NOTES CONSTRUCT CONCRETE WEIR PER DETAIL 27, SHEET C-0.04 6 7 8 CONSTRUCT RESILIENT SURFACE PER LANDSCAPE ARCHITECT PLANS DETAIL 1, SHEET L-2.02 CONSTRUCT 3-FOOT WIDE V-GUTTER (IN PARKING AREAS) PER DETAIL 9, SHEET C-0.039 CONSTRUCT TREE WELL WITH CONCRETE BAND OR SEAT WALL PER LANDSCAPE ARCHITECT PLANS 10 CONSTRUCT INLET AT BROW-DITCH PER DETAIL 28, SHEET C-0.05 CONSTRUCT 36"x36" CATCH BASIN & GRATE (OUTLET) PER DETAIL 24/25, SHEET C-0.05 30 CONSTRUCT CURB PER S.D.R.S.D. STANDARD DETAIL G-01, C.F. PER PLAN CONSTRUCT CURB & GUTTER PER S.D.R.S.D. STANDARD DETAIL G-02, C.F. PER PLAN CONSTRUCT CURB RAMP PER S.D.R.S.D. STANDARD DETAILS G-27 TO G-32B, TYPE PER PLAN 31 CONSTRUCT CATCH BASIN - TYPE 'F'- PER S.D.R.S.D. DWG. NO. D-07 11 LEGEND CONSTRUCT 4" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 CONSTRUCT STORM DRAIN CLEANOUT - TYPE 'A' - PER S.D.R.S.D. DWG. NO. D-09 32 33 34 CONSTRUCT HDPE FITTING PER MANUFACTURER'S RECOMMENDATIONS. SIZE PER PLAN. SEE SHEET C-0.03 12 CONSTRUCT DECORATIVE PAVING SURFACE PER LANDSCAPE ARCHITECT PLANS DETAIL 4, SHEET L-2.01 13 CONSTRUCT 18" STEP-OUT CURB PER DETAIL 13, SHEET C-0.03 14 CONSTRUCT CURB FACE TRANSITION PER DETAIL 14, SHEET C-0.03 22B CONSTRUCT 8" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22C CONSTRUCT 12" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22D CONSTRUCT 18" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% 15 CONSTRUCT LOCAL DEPRESSION, 5-FOOT TRANSITION CONSTRUCT SUBDRAIN PER DETAIL 35, SHEET C-0.05 CONNECT SUBDRAIN TO PVC STORM DRAIN LINE 35 36 CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 37, SHEET C-0.0537 CONSTRUCT CURB INLET - TYPE B - 5-FOOT TRANSITION, PER S.D.R.S.D. STANDARD DETAILD-02, Y=3.5', L=7' UNLESS OTHERWISE SHOWN ON PLAN, WITH STENCIL PER CITY STD. DS-1 REMOVE HEADWALL, INLET, AND/OR INTERFERING SECTION OF PIPE FOR NEW CLEANOUT38 16 LEVEL PAD FOR BUS STOP PER DWG. NO. 546-1 17 CONSTRUCT 18" U-CHANNEL PER DETAIL 17, SHEET C-0.03 CONNECT TO SYNTHETIC SURFACE SUB DRAIN - SEE LANDSCAPE PLANS39 22E CONSTRUCT 24" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-GRATE-FULL 36-36-24 (OR APPROVED EQUAL)40 41 INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-CURB-FULL-24 (OR APPROVED EQUAL) 42 CONSTRUCT DECK DRAIN PER DETAIL 42, SHEET C-0.08 CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04, WRAP GRATE WITH MIRAFI 140N FILTER FABRIC 23A OUTLET PIPE THROUGH ALLAN BLOCK WALL - SEE DETAIL M/66 ON WALL PLANS 43 CONSTRUCT CONCRETE BLANKET PROTECTION FOR PIPES PER S.P.P.W.C. STD. PLAN 225-3 44 CONSTRUCT RIP RAP PER DETAIL 12, SHEET C-0.08 45 CONSTRUCT GRAVITY RETAINING (SPLASH) WALL, TYPE-A, 2-FEET TALL, PER S.D.R.S.D. DWG. NO. C-09 22F CONSTRUCT 30" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% 18 CONSTRUCT ALLAN BLOCK RETAINING WALL - SEE SHEETS 44 TO 59 19 CONSTRUCT RAMP RETAINING WALL - SEE SHEET 61 CIVILENGINEERINGCONSULTING 999 CORPORATE DR., SUITE 100LADERA RANCH, CA 92694p: 949.463.8822e: tec@civtec.net September 9, 2025 VETERANS MEMORIAL PARKFARADAY AVE./WHITMAN WAY 18 0 10 20 40 SCALE: 1" = 20' S E SHEET C-1.05 M A T C H L I N E - S E E S H E E T C - 1 . 0 3 MA T C H L I N E - S E E S H E E T C - 1 . 0 8 MATCH LINE - SEE SHEET C-1.03 MA T C H L I N E - S E E S H E E T C - 1 . 0 4 MATCH LI N E - S E E S E T C - 1 . 0 6 MATCH LINE - SEE SHEET C-1 . 0 7 MATCH LINE - SEE SHEET C-1.07 NOTE TO CONTRACTOR: ALL GRADING AND EARTHWORK IS TO BE DONE INACCORDANCE WITH THE EARTHWORK SPECIFICATIONAND AS DIRECTED BY THE GEOTECHNICAL ENGINEER. * NOTE TO CONTRACTOR: CONTRACTOR TO VERIFY ELEVATION PRIOR TOCONSTRUCTION AND NOTIFY CIVIL ENGINEERIMMEDIATELY OF ANY DISCREPANCY. NOTE TO CONTRACTOR: LOCATE ALL EXISTING UTILITIES AS A FIRST ITEM OF WORKAND PROTECT THEM IN PLACE AS REQUIRED. PRECISE GRADING PLAN JN NF 5 ~ w J .. :c t: ;I : Q -w a: w i! : :!5 ii! ! : a: z 8 e .. w w z 5 z w !I 5 .. !i i ' ~ w ~ .. Q -!z w 1! i ~ -., ; c i. . . --u c .. t; i1 t; ; z 8 ~ .! , Ii i w il i .; -~ Q lz ! ~ -8 :c u .. -, : w ~ z ~ Q z -, : !! I 9 u Ii i w :c .. ,. ; -~ Q w ~ .. :: : , .. ., ; c !: ? . t! i ci in t; i1 t; ; z 8 m w ~ .. I 9 w a: w :c ~ z ii! ! : a: z 8 e .. w w z 5 z w !I 5 .. ! C) z .. .. :' : -~ z w ii i ~ ., ; c ~ u c .. t; i1 t; ; z 8 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D \ \ \ \ \ \ -! . D T + + ~ ++ + + :: : : c r - : - --- - : _ -n ; i ++ + + + + :i, . . . ... + +++ + + ~, . . . s O - . . +· ~__ . \ ++ ~ -- - + + + + -i - - : ; - - -t_ .:. : . + _,_ _ . . . . - : ! " " " -'- + + + + ~ ++ + + + = i@ - .. . . -- 7 &§ 1 \ -- - - - ~ \' v • .d • • - ~ - /4 ~-~ - - ) I -- 1· 00 ( ) ( ) ( ) ( ) () ( ) ~ \. . . , ~ '- - . . . . ~ z ~ :c .. w .. ! w :c 6 il l -z :: : , "' " ~ w Q ~ -.. w -:c c j ci ~ :! ! 6 0 z ~ ci : ci ., ; .. w -;o w -I: : g Q ~ m u :: : , .. t; ; z 8 0< >0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 ', 'o . . _ _ V" ' - ~ ~, , '-' " • ~ ' • ( -- - - - .. . -- + + '- + + + +\ .._ _ + + + + + + + + + + ·SQ . . . . . . . .. .. .. . . . . . . . . . . . I:: : : : : ~·. ~ ~ (0 :i : : V) Q <f - ~z Cl ) ~ ,- : : : i lie ~i u~ ~ 0 :> - < E- t -u z a: : l! l z c3 ~ ~ E! f-a: : w ci ~ vi z le ! ! j: § ~ 0 ~ a, !l l ~ N ~ "' ~ "" " VJ .. . . § C'I O a, : 0 < ~ 0 .. . , ~ p. . I ci "' [] ~ ~~ ~ 9 ~ ~ ; ii ! a: : : a. <.. > t! l e> < 15 g <( .. . . ~ I 3i: (0 <" < I " ~I / ) "< I " .. . . c: i o zO I f-(. ) .. . . wN 60 a: : N a. a. . :: : : > u .. >" > ' >- a: , ID ID i~ ~ Cl (. ) 0: : ... J ~ 0 "' ~ F ~ I I I I I I I I I I I I I I~ ~ C ~ u 11 1 1 1 1 1 1 1 1 1 1 1 ~ 1 1 ff i 5 ~ I I I I I I I I I I I I I z 0 I-a. . 0:: : (. ) (/ ) w Cl z 0 (/ ) > w 0:: : 11 1 1 1 1 1 1 1 1 1 1 I~ I! ~ C ~ z !! l ~ Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025 61.19 FS 132.50 FS 68.73 FS 91.75 FS 95.8 FS 105.30 FS 108.80 FS 70.89 FS 66.19 FS 100.0 FS 116.40 FS 119.7 FS 126.9 FS 102.25 FS 113.50FS 101.57 FS 102.98 FS 83.0 FS LIMITS OFGRADING H.P.GUARDRAIL114.41 TW107.75 BTM. H.P.GUARDRAIL78.10 TW68.89 BTM. GUARDRAIL100.32 TW91.11 BTM. 69.81 FS (59.87±) FSB.O.W. (80.25±) FSB.O.W. 81.0 FS GUARDRAIL95.87 TW85.39 BTM. 58.0± TMHEXIST 30" RCP SD*(45.5±) INV46.5 INV 18"47.0 INV 12"47.33 INV 8"/4" 68.25 TG64.0 INV8" 8 . 0 ' 12" 89.28 TW87.70 BTM. 56.5 TG52.25 INV IN52.2 INV OUT 54.83 INV 54.83 INV 54.83 INV 54.83 INV 54.83 INV 8.0' 59.5 TG56.0 INV 75.5 TG73.5 INV 72.83 INV 14.0' 10.0' 93.33 TW92.37 BTM. 10.0' 101.25 TG98.0 INV 12" 106.7 TG103.5 INV 100.96 TW99.36 BTM. 107.44 TW106.47 BTM. 111.88 TW109.65 BTM. 12" 119.2 TG116.0 INV 12" 62.18 TC61.68 FS BASIN 'E'54.5 SURFACE52.25 SUBDRAIN OUT52.00 BOT. BASIN 'F'72.5 SURFACE70.25 SUBDRAIN OUT70.00 BOT. BASIN 'G'83.0 SURFACE80.75 SUBDRAIN OUT80.50 BOT. 84.0 TG80.75 INV IN80.7 INV OUT GUARDRAIL86.53 TW79.86 BTM. 74.00 TG70.25 INV IN70.2 INV OUT 74.8 FG 57.4 FG 57.19 TW55.58 BTM. 57.19 TW51.79 BTM. C.O.55.3 INV12" 62.5 TG58.7 INV 8" 8" 69.84 TW68.26 BTM. 72.0 TG68.5 INV 4" C.O.62.0 INV12" 91.25 TG88.0 INV 57.82 TW55.58 BTM. SEAT WALL PERLANDSCAPEARCH. PLANS 73.85 FS 62.94 FS 90.85 FS 90.75 FS 116.50 FS (62.67)B.O.W. (65.95)B.O.W. (69.34)B.O.W. (72.53)B.O.W. (75.92)B.O.W. (79.30)B.O.W. (82.37)B.O.W. 54.83 INV GUARDRAIL58.46 TW51.79 BTM. 74.8 FG 72.83 INV 87.0 SURFACE84.75 SUBDRAIN OUT84.50 BOT.89.07 TW84.32 BTM. 85.89 TW84.29 BTM. STORM DRAIN LINE 'A'SEE SHEET C-2.01FOR SD PLAN/PROFILE 132.90 FS 4.9% 3.3% 4.8% 2.9 % 3.3 % 4 . 8 % 4.8 % 4.8% 4.8 % 4 . 8 % 10% 6. 7 % 8. 3 % 28 2 4 6 2 7 1 69 2 22C 25 32 24 23 23 23A 23 23 3 28 28 25 23 32 3 3 3 32 32 32 32 28 28 3 3 3 22C 24 3 3 32 25 24 32 12" 32 12" 32 12" 32 12" 1% TYP. 1% TYP . 1% TYP. 1% T Y P . 1% T Y P . 1% TY P . 1% TYP . 1% T Y P . 1% TYP . 1% T Y P . 28 22B 28 22A 28 32 32 12 12 1.8 % 1.8% 1.8 %1% 2 : 1 23 23 37 2:1 MAX. 2:1 2:1 MAX. 2:1 2:1 MAX. 2:1 M A X . 63.5 TG60.0 INV21 8"@12.4%22B5.6 % 61.65 FS (61.82±)B.O.W.1% 60.03 FS 1.8% 111.8 FS 85.0 FS 1% TY P . 1.8% 69.63 FS 67.85 FL 2 62.54 FS 62.79 TC62.29 FS 1.8%4.1% 63.18FS 63.10 FS 2: 1 65.88 TG63.5 INV 26 66.88 TG62.0 INV26 66.88 TG62.0 INV 26 65.88 TG63.5 INV 26 65.88 TG63.1 INV 26 65.88 TG62.5 INV26 65.88 TG62.1 INV26 65.88 TG61.4 INV26 65.88 TG62.9 INV 26 65.88 TG63.5 INV 26 65.88 TG63.5 INV26 65.88 TG62.9 INV 26 65.88 TG57.9 INV12" 26 65.88 TG62.7 INV 26 65.88 TG58.6 INV12" 26 4.8 % 1% 65.9 TG63.8 INV 21 65.9 TG63.5 INV 21 65.9 TG63.8 INV21 65.9 TG63.5 INV 21 64.5 TG57.7 INV12" 21 62.8 TG59.3 INV21 65.88 TG61.0 INV 12"26 66.30 FS 66.30 FS66.01CONC. 66.38 FS 66.30 FS66.01CONC. 66.30 FS66.01CONC. 66.30 FS 66.30 FS66.01CONC. 66.30 FS66.01CONC.66.30 FS66.01CONC. 66.30 FS66.01CONC. 66.30 FS66.01CONC. 66.30 FS66.01CONC. 66.30 FS66.01CONC. 66.30 FS66.01CONC. 66.30 FS66.01CONC. 67.30 FS 67.30 F S 68.30 FS 69.3 0 F S 70.30 FS 67. 3 0 F S 67.3 0 F S 6 7 . 3 0 F S 6 7 . 3 0 F S 68. 3 0 F S 70.30 FS70.01CONC. 70.30 FS70.01CONC. 69.01CONC.69.30 FS69.01CONC. CONC. 132.66 FS 132.51 FS 132.4 TG130.0 INV21 32 32 73.35 FL 22A 12"22C 22A 64.30 FS 22A 12"22C 22A 22A 22A 22A 22A 22A 22A 22A 22A 39 39 39 4"22A 80.75 FL 12"22C 12"22C 104.75 FL 115.9 FL 99.5 FL 89.4 FL 8"22B 8"22B 8"22B C.O.70.25 INV 37 C.O.70.25 INV37 74.8 FG 4"22A 8"22B 12"22C C.O.52.25 INV 37 C.O.52.25 INV 37 12"22C 12"22C 8"22B 8"22B 4"22C 101.72 FS 101.62 FS 101.47 FS 3 . 8 % 1% 1% 1% 1 % 1 % 102.0 TG99.9 INV 21 4"22A 102.7 FG 102.80 FS 102.75 FS 102.80 FS 102.80 FS 102.80 FS 105.90 FS 105.95 FS 1% PROP. DR I V E W A Y AND STREE T C U R B P E R DWG. 550 - 8 , C I P 6 0 9 9 CB #4L=11'55.3 INV IN55.0 INV OUT 3015 57.09 TC56.42 FL 57.62 TC56.95 FL 1 . 8 % 37 62.30 FS 61.45 TC60.95 FL 60.93 TC60.43 FL 4.8% 0" CF60.69 FL 8 13 8"22B TYPE A 1% 1% 1% 60.68 FL FS/LIP 61.06FS 61.28 FS 2:1102.88 FS 102.88 FS 102.88 FS 106.00 FS GUARDRAIL88.44 TW79.86 BTM. 57.16FS 103.0 FG 107.60 TW106.10 FS HP107.8 TW106.30 FS 106.14 FS 106.06 FS 107.60 TW106.10 FS 106.05 FS 106.00 FS HP106.2 FL 105.0 TG102.0 INV 28 4"22A 105.75 FS 105.9 FL 1.8% 105.59 FS 105.49 FS 105.59 FS 105.69 FS 56.55 TC56.05 FL56.21 FS 1% 103.5 FG HP57.0FL HP58.4 FL 4"56.5 TG54.7 INV 22A 20 56.5 TG55.0 INV 20 4"22 40 40 40 107.0 TG103.6 INV 28 4"22A 4"22A 36 35 57.19 TW51.79 BTM. 35 73.02 TW71.43 BTM. 35 36 DAYLIGHTIN SLOPE88.0 INV 4"22A 35 36 35 4"22A C.O.-G.B.101.0 INV12" 37 111.0 TG107.0 INV 28 36 35 35 4"22A 85.26 TW83.75 BTM. 353536 36 GUARDRAIL85.89 TW79.86 BTM. SIDEWALK10 GUARDRAIL75.56 TW69.53 BTM. 77.5 FL 57.82 TW51.79 BTM. 114.0 FL 90.35 TW84.32 BTM. 57.4 FG 132.1FG 2:1M A X . 2:1M A X . 2:1 MAX. 2:1MAX. 2:1MAX. 2:1 M A X . 3' 43 78.5 FL R/W R/W R/W PRECAST CONCRETESTEPS PER LANDSCAPEPLANS-TYP. 94.5 FL 64.5 FL 74.5 FL 84.5 FL 94.5 FL 2 : 1 M A X . 44 TYP. 44 TYP. 2 ' C.O.-G.B.55.35 INV37 C.O.-G.B.55.35 INV37 C.O.-G.B.55.35 INV 37 C.O.-G.B.73.35 INV 37 70.3 FL 65.6 FL 74.5 FL 101.65 FL 112.9 FL SIGHTDISTANCETRIANGLE SIGHTDISTANCETRIANGLE 110.35 FL 18 18 18 18 18 18 18 18 18 1818 18 39 GENERAL CONSTRUCTION NOTES 4 3 5 2 20 21 22A PROTECT IN PLACE CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04 CONSTRUCT 6" CONCRETE SURFACE PER LANDSCAPE ARCHITECT PLANS DETAIL 2, SHEET L-2.01 23 24 25 26 27 28 29 CONSTRUCT ATRIUM DRAIN PER DETAIL 21, SHEET C-0.04 CONSTRUCT HEADWALL (INLET) AND TRASH RACK PER DETAIL 22, SHEET C-0.04 CONSTRUCT BIOFILTRATION AREA WITH UNDERDRAIN PER DETAIL 24/25, SHEET C-0.05 CONSTRUCT RESILIENT SURFACE DRAIN PER DETAIL 26, SHEET C-0.04 1 STORM DRAIN CONSTRUCTION NOTES CONSTRUCT CONCRETE WEIR PER DETAIL 27, SHEET C-0.04 6 7 8 CONSTRUCT RESILIENT SURFACE PER LANDSCAPE ARCHITECT PLANS DETAIL 1, SHEET L-2.02 CONSTRUCT 3-FOOT WIDE V-GUTTER (IN PARKING AREAS) PER DETAIL 9, SHEET C-0.039 CONSTRUCT TREE WELL WITH CONCRETE BAND OR SEAT WALL PER LANDSCAPE ARCHITECT PLANS 10 CONSTRUCT INLET AT BROW-DITCH PER DETAIL 28, SHEET C-0.05 CONSTRUCT 36"x36" CATCH BASIN & GRATE (OUTLET) PER DETAIL 24/25, SHEET C-0.05 30 CONSTRUCT CURB PER S.D.R.S.D. STANDARD DETAIL G-01, C.F. PER PLAN CONSTRUCT CURB & GUTTER PER S.D.R.S.D. STANDARD DETAIL G-02, C.F. PER PLAN CONSTRUCT CURB RAMP PER S.D.R.S.D. STANDARD DETAILS G-27 TO G-32B, TYPE PER PLAN 31 CONSTRUCT CATCH BASIN - TYPE 'F'- PER S.D.R.S.D. DWG. NO. D-07 11 LEGEND CONSTRUCT 4" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 CONSTRUCT STORM DRAIN CLEANOUT - TYPE 'A' - PER S.D.R.S.D. DWG. NO. D-09 32 33 34 CONSTRUCT HDPE FITTING PER MANUFACTURER'S RECOMMENDATIONS. SIZE PER PLAN. SEE SHEET C-0.03 12 CONSTRUCT DECORATIVE PAVING SURFACE PER LANDSCAPE ARCHITECT PLANS DETAIL 4, SHEET L-2.01 13 CONSTRUCT 18" STEP-OUT CURB PER DETAIL 13, SHEET C-0.03 14 CONSTRUCT CURB FACE TRANSITION PER DETAIL 14, SHEET C-0.03 22B CONSTRUCT 8" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22C CONSTRUCT 12" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22D CONSTRUCT 18" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% 15 CONSTRUCT LOCAL DEPRESSION, 5-FOOT TRANSITION CONSTRUCT SUBDRAIN PER DETAIL 35, SHEET C-0.05 CONNECT SUBDRAIN TO PVC STORM DRAIN LINE 35 36 CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 37, SHEET C-0.0537 CONSTRUCT CURB INLET - TYPE B - 5-FOOT TRANSITION, PER S.D.R.S.D. STANDARD DETAILD-02, Y=3.5', L=7' UNLESS OTHERWISE SHOWN ON PLAN, WITH STENCIL PER CITY STD. DS-1 REMOVE HEADWALL, INLET, AND/OR INTERFERING SECTION OF PIPE FOR NEW CLEANOUT38 16 LEVEL PAD FOR BUS STOP PER DWG. NO. 546-1 17 CONSTRUCT 18" U-CHANNEL PER DETAIL 17, SHEET C-0.03 CONNECT TO SYNTHETIC SURFACE SUB DRAIN - SEE LANDSCAPE PLANS39 22E CONSTRUCT 24" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-GRATE-FULL 36-36-24 (OR APPROVED EQUAL)40 41 INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-CURB-FULL-24 (OR APPROVED EQUAL) 42 CONSTRUCT DECK DRAIN PER DETAIL 42, SHEET C-0.08 CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04, WRAP GRATE WITH MIRAFI 140N FILTER FABRIC 23A OUTLET PIPE THROUGH ALLAN BLOCK WALL - SEE DETAIL M/66 ON WALL PLANS 43 CONSTRUCT CONCRETE BLANKET PROTECTION FOR PIPES PER S.P.P.W.C. STD. PLAN 225-3 44 CONSTRUCT RIP RAP PER DETAIL 12, SHEET C-0.08 45 CONSTRUCT GRAVITY RETAINING (SPLASH) WALL, TYPE-A, 2-FEET TALL, PER S.D.R.S.D. DWG. NO. C-09 22F CONSTRUCT 30" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% 18 CONSTRUCT ALLAN BLOCK RETAINING WALL - SEE SHEETS 44 TO 59 19 CONSTRUCT RAMP RETAINING WALL - SEE SHEET 61 CIVILENGINEERINGCONSULTING 999 CORPORATE DR., SUITE 100LADERA RANCH, CA 92694p: 949.463.8822e: tec@civtec.net September 9, 2025 VETERANS MEMORIAL PARKFARADAY AVE./WHITMAN WAY 19 0 10 20 40 SCALE: 1" = 20' S E SHEET C-1.06 MATCH LIN E - S E E S H E E T C - 1 . 0 2 MATCH LINE - SEE SHEET C-1.04 MATC H L I N E - S E E S H E E T C - 1 . 0 4 MATCH LINE - SEE SHEET C-1.09 MA T C H L I N E - S E E S H E E T C - 1 . 0 7 F A R A D A Y A V E . B B SECTION B-B NOT TO SCALE PROP. 2:1MAX. SLOPE PROP.CONC.WALK PROP.BROWDITCH PROP. GUARDRAIL WHENTOP OF WALL TO BOTTOMOF WALL IS OVER 2.5-FEET- SEE LANDSCAPE PLANSDETAIL 6, SHEET L-2.05 PROP. 2:1MAX. SLOPE PROP. GUARDRAILWHEN TOP OF WALLTO BOTTOM OF WALLIS OVER 2.5-FEET 1% C C D D SECTION C-C NOT TO SCALE PROP. 2:1MAX. SLOPE PROP. 2:1MAX. SLOPE SECTION D-D PROP. 2:1MAX. SLOPE PROP. 2:1MAX. SLOPE PROP.PAVERSURFACE PROP. CONC. SEAT WALL- SEE LANDSCAPE PLANSDETAIL 6, SHEET L-2.02 NOTE TO CONTRACTOR: ALL GRADING AND EARTHWORK IS TO BE DONE INACCORDANCE WITH THE EARTHWORK SPECIFICATIONAND AS DIRECTED BY THE GEOTECHNICAL ENGINEER. * NOTE TO CONTRACTOR: CONTRACTOR TO VERIFY ELEVATION PRIOR TOCONSTRUCTION AND NOTIFY CIVIL ENGINEERIMMEDIATELY OF ANY DISCREPANCY. NOTE TO CONTRACTOR: LOCATE ALL EXISTING UTILITIES AS A FIRST ITEM OF WORKAND PROTECT THEM IN PLACE AS REQUIRED. GRADEBREAK GRADEDSWALE PRECISE GRADING PLAN 1% PROP. 5" D.G./3" A.B. WALK PROP. BROW DITCH PROP. MOW CURB -SEE LANDSCAPEPLANS 10' 2' 1% PROP. 5" D.G./3" A.B. WALK PROP. BROW DITCH PROP. MOW CURB -SEE LANDSCAPEPLANS 10' TW PER PLAN BTM. PER PLAN PROP. BROWDITCH TW PER PLAN BTM. PER PLAN 1% PROP. 5" D.G./3" A.B. WALK PROP. BROW DITCH 10' 2.5 TW PER PLAN PROP. BROW DITCH 3 32 3 12 PROP. ALLAN BLOCKRETAINING WALL - J-SEE SHEET 49 PROP. SUBDRAIN 35 3 3 32 32 PROP. ALLAN BLOCK RETAINING WALL - I-SEE SHEET 49 PROP. ALLAN BLOCKRETAINING WALL - H-SEE SHEET 49 PROP. GUARDRAIL WHEN TOP OF WALL TOBOTTOM OF WALL IS OVER 2.5-FEET- SEE LANDSCAPE PLANS DETAIL 6, SHEET L-2.05 32 32 3 2 PROP. SUBDRAIN 35 PROP. SUBDRAIN35 3'3' 3' 3'3' 3' 92.3± FG JN NF -.-. ,-.-, ,{ ' " ,I •'~v \ I\ \ ' \ \\ 8------, ' ' ' + + + + ' ' + + + + ' ' ' ' I I I ,_,,, ~------aQ \ \ ? I ? I I I ■ ,.l r-7T I ~ II --1 I I I I I I I I I I • • I • • I \ • .- ~ I I 0 CONSTRUCT 4" A.C./12" A.B. PAVEMENT (DRIVE AISLES) -SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R-VALUE TEST 0 0 CONSTRUCT 5" D.G. /3" A.B. SURFACE DETAIL 3, SHEET C-0.08 AND LANDSCAPE ARCHITECT PLANS DETAIL 5, SHEET L,2,01 0 0 CONSTRUCT 4" A.C./6" A.B. PAVEMENT (PARKING STALLS) -SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R,VALUETEST 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 CONSTRUCT BROW DITCH , TYPE 'B', PER S.D.R.S.D. DWG. NO. D-75, MOD. WIDTH PER PLAN, DEPTH = 6" UNLESS OTHERWISE SHOWN .. "-"-,,, .. __ ·,. rf ·~T::: ..J......;J: • ~-----'--...L........L.-~-=.w:.. 61 -~--r-----.---~-r,:::::::::::::::;--;:::::;;:::;;:;::;:;;::::::::::;::::::::::;::::;::;;::;::::;::;;:::::;::::;;::::;-;:::;;;::;:;;;;:::;7 1-----+---+------------+---i------t----+-----, I SHEET I CITY OF CARLS BAD ~1 DA 1E INITIAL DA 1E INITIAL DAlE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DlHER APPROVAL CITY APPROVAL ENGINEERING DEPARTMENT ~ ::;G;::;RAD;:::::::;:;IN:;G~P;:LANS:::;::;;:::::::F:;O;::;R:=· ========:::::::...::::==:::; GR2023-0042 APPROVED: JASON S. GELDERT ENGINEERING MANAGER OWN BY: __ _ CHKD BY: __ _ RVWD BY: RCE 63912 EXPIRES 9 30 26 DATE PROJECT NO. CUP2021-0014 DRAWING NO. 546-1A Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025 132.50 FS 134.20FS 137.15 FS 108.80 FS 165.5 FS 139.72 FS 151.95 FS 156.4 FS 159.05 FS 161.0 FS 172.0 FS 177.25 FS 182.5 FS 200.2 FS 201.4 FS 204.25 FS 205.3 FS 186.7 FS 133.40 FS 126.9 FS 113.50 H.P.GUARDRAIL114.41 TW107.75 BTM. 134.20 TW132.60 BTM. 6.0' 106.7 TG103.5 INV 111.88 TW109.65 BTM. 12" 4" 8" 8" 126.4 TG123.0 INV 133.7 TG128.6 INV 136.5 TG133.0 INV 160.0 TG157.0 INV 171.5 TG168.0 INV 10.0' 10.0' 10.0' 10.0' 10.0' 8" 180.3 TG177.0 INV 202.0 TG199.0 INV 205.5 TG202.0 INV 152.3 TG149.0 INV 135.80 TG134.0 INV 148.8 FS 170.0 FS 192.0 FS 132.90 FS132.48 TG130.0 INV C.O.129.6 INV 132.80 FS132.38 TG127.0 INV 12" 137.00 FS 137.80 FS 138.05 FS 134.05 FS133.76CONC. 133.50 FS133.21CONC. 134.05 FS133.76CONC. 136.82 FS 136.80 FS 136.50 FS134.05 FS133.76CONC. 134.70 FS 134.70 FS 133.50 FS133.21 CONC. 132.90 FS 133.50 FS133.08 TG128.0 INV 133.00 FS132.71CONC. 133.40 FS133.11CONC. 4 . 8 % 1.5 % 4% 3.6 % 4. 8 % 4.8 % 2.4 % 4.3 % 2.5 % 4. 8 % 4.8 % 4.8 % 0.8% 4 4 12 12 3 3 3 32 28 3 3 3 22C 22A 22B 22B 28 28 28 28 28 3 32 32 32 32 32 32 32 32 32 32 3 3 3 3 3 3 22B 28 28 32 12" 32 12" 1% T Y P . 1% TYP. 1% TYP. 1% TYP. 1% TYP. 1% TYP. 1% TYP. 1% T Y P . 1% TYP . 1% TYP. 1% TYP. 1% TYP. 1% TYP. 20 28 32 28 1. 8 % 1. 8 % 1.8 % 1.8 % 26 37 26 26 1% 1% TYP. 1% 1 % 1% 1 % 1 % 1% 4 2:1 MAX. 2:1 2:1 MAX. 2:1 M A X . 2:1 MAX. 2:1 MAX. 12"22C 134.75 FS134.46 CONC. 134.75 FS134.46 CONC. 4"22A 133.8 TG129.0 INV21 133.9 TG128.5 INV 21 8"@1%22B 4"22A 4"22A 8"22B 4% 136.98 FS136.69CONC. 136.76 FS136.47CONC. 136.4 TG134.0 INV 21 133.8 TG131.3 INV 21 132.66 FS 132.51 FS 132.4 TG130.0 INV21 4"22A 4"22A 133.5 TG130.0 INV 21 133.4 TG131.0 INV 21 133.0 TG130.15 INV 21 133.0 TG131.0 INV 21 133.26 FS 133.47 FS 133.45 FS 133.80 FS 136.69 FS 133.80 FS 133.44 FS 133.70 FS 134.40 FS 134.25 FS 134.15 FS 133.95 FS 134.21 FS 134.09 FS133.86 FS 133.58 FS 133.61 FS 133.39 FS 133.47 FS 133.30 FS 133.85 FS133.56CONC. 133.69 FS133.40CONC. 133.87 FS 133.15 FS 134.27 FS133.98CONC. 8"@4%22B 133.8 TG129.5 INV 21 1.6% 133.82FS1% 1.2% 133.75 FS 1.6% 1 % 133.30 FS133.01CONC.133.00 FS132.71CONC. 1.3% 1.9 % 1 %4.8% 4"22A 134.43 FS134.14CONC. 1.8% 1.1% 8"@1%22B 133.0 TG130.0 INV21 4"22A 1.6 % 133.41 FS 133.53 FS 4"22A 8"22B 8"22B 4"22A 4"22A 132.0 FL 136.1 FL 157.8 FL 164.9 FL 179.0 FL 180.2 FS 8"22B 133.0 TG128.7 INV 21 1% 4.2 % 135.46 FS 4"22A 136.13 FS 1% 1% 137.80 FS 130.5 FG 133.4 TG131.0 INV21 133.58 FS 133.53 FS 133.78 FS 133.75 FS 133.83 FS 136.08 FS 137.85 TW136.35 FS 28 111.0 TG107.0 INV 28 36 35 35 114.0 FL 134.05 FL 133.80 FL 132.1FG 163.1FG 185.1FG 2.50' TYP. 2:1MAX. 2:1MAX. 2:1MA X . 2:1MAX. 2:1MAX. 2:1MAX. PRECAST CONCRETESTEPS PER LANDSCAPE PRECAST CONCRETESTEPS PER LANDSCAPEPLANS-TYP. 124.5 FL 174.5 FL 184.5 FL 199.6 FL 204.7 FL 112.9 FL 139.1 FL 186.1 FL 18 18 GENERAL CONSTRUCTION NOTES 4 3 5 2 20 21 22A PROTECT IN PLACE CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04 CONSTRUCT 6" CONCRETE SURFACE PER LANDSCAPE ARCHITECT PLANS DETAIL 2, SHEET L-2.01 23 24 25 26 27 28 29 CONSTRUCT ATRIUM DRAIN PER DETAIL 21, SHEET C-0.04 CONSTRUCT HEADWALL (INLET) AND TRASH RACK PER DETAIL 22, SHEET C-0.04 CONSTRUCT BIOFILTRATION AREA WITH UNDERDRAIN PER DETAIL 24/25, SHEET C-0.05 CONSTRUCT RESILIENT SURFACE DRAIN PER DETAIL 26, SHEET C-0.04 1 STORM DRAIN CONSTRUCTION NOTES CONSTRUCT CONCRETE WEIR PER DETAIL 27, SHEET C-0.04 6 7 8 CONSTRUCT RESILIENT SURFACE PER LANDSCAPE ARCHITECT PLANS DETAIL 1, SHEET L-2.02 CONSTRUCT 3-FOOT WIDE V-GUTTER (IN PARKING AREAS) PER DETAIL 9, SHEET C-0.039 CONSTRUCT TREE WELL WITH CONCRETE BAND OR SEAT WALL PER LANDSCAPE ARCHITECT PLANS 10 CONSTRUCT INLET AT BROW-DITCH PER DETAIL 28, SHEET C-0.05 CONSTRUCT 36"x36" CATCH BASIN & GRATE (OUTLET) PER DETAIL 24/25, SHEET C-0.05 30 CONSTRUCT CURB PER S.D.R.S.D. STANDARD DETAIL G-01, C.F. PER PLAN CONSTRUCT CURB & GUTTER PER S.D.R.S.D. STANDARD DETAIL G-02, C.F. PER PLAN CONSTRUCT CURB RAMP PER S.D.R.S.D. STANDARD DETAILS G-27 TO G-32B, TYPE PER PLAN 31 CONSTRUCT CATCH BASIN - TYPE 'F'- PER S.D.R.S.D. DWG. NO. D-07 11 LEGEND CONSTRUCT 4" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 CONSTRUCT STORM DRAIN CLEANOUT - TYPE 'A' - PER S.D.R.S.D. DWG. NO. D-09 32 33 34 CONSTRUCT HDPE FITTING PER MANUFACTURER'S RECOMMENDATIONS. SIZE PER PLAN. SEE SHEET C-0.03 12 CONSTRUCT DECORATIVE PAVING SURFACE PER LANDSCAPE ARCHITECT PLANS DETAIL 4, SHEET L-2.01 13 CONSTRUCT 18" STEP-OUT CURB PER DETAIL 13, SHEET C-0.03 14 CONSTRUCT CURB FACE TRANSITION PER DETAIL 14, SHEET C-0.03 22B CONSTRUCT 8" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22C CONSTRUCT 12" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22D CONSTRUCT 18" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% 15 CONSTRUCT LOCAL DEPRESSION, 5-FOOT TRANSITION CONSTRUCT SUBDRAIN PER DETAIL 35, SHEET C-0.05 CONNECT SUBDRAIN TO PVC STORM DRAIN LINE 35 36 CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 37, SHEET C-0.0537 CONSTRUCT CURB INLET - TYPE B - 5-FOOT TRANSITION, PER S.D.R.S.D. STANDARD DETAILD-02, Y=3.5', L=7' UNLESS OTHERWISE SHOWN ON PLAN, WITH STENCIL PER CITY STD. DS-1 REMOVE HEADWALL, INLET, AND/OR INTERFERING SECTION OF PIPE FOR NEW CLEANOUT38 16 LEVEL PAD FOR BUS STOP PER DWG. NO. 546-1 17 CONSTRUCT 18" U-CHANNEL PER DETAIL 17, SHEET C-0.03 CONNECT TO SYNTHETIC SURFACE SUB DRAIN - SEE LANDSCAPE PLANS39 22E CONSTRUCT 24" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-GRATE-FULL 36-36-24 (OR APPROVED EQUAL)40 41 INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-CURB-FULL-24 (OR APPROVED EQUAL) 42 CONSTRUCT DECK DRAIN PER DETAIL 42, SHEET C-0.08 CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04, WRAP GRATE WITH MIRAFI 140N FILTER FABRIC 23A OUTLET PIPE THROUGH ALLAN BLOCK WALL - SEE DETAIL M/66 ON WALL PLANS 43 CONSTRUCT CONCRETE BLANKET PROTECTION FOR PIPES PER S.P.P.W.C. STD. PLAN 225-3 44 CONSTRUCT RIP RAP PER DETAIL 12, SHEET C-0.08 45 CONSTRUCT GRAVITY RETAINING (SPLASH) WALL, TYPE-A, 2-FEET TALL, PER S.D.R.S.D. DWG. NO. C-09 22F CONSTRUCT 30" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% 18 CONSTRUCT ALLAN BLOCK RETAINING WALL - SEE SHEETS 44 TO 59 19 CONSTRUCT RAMP RETAINING WALL - SEE SHEET 61 CIVILENGINEERINGCONSULTING 999 CORPORATE DR., SUITE 100LADERA RANCH, CA 92694p: 949.463.8822e: tec@civtec.net September 9, 2025 VETERANS MEMORIAL PARKFARADAY AVE./WHITMAN WAY 20 0 10 20 40 SCALE: 1" = 20' S E SHEET C-1.07 MA T C H L I N E - S E E S H E E T C - 1 . 0 6 MATCH LINE - SEE SHEET C-1.09 MA T C H L I N E - S E E S H E E T C - 1 . 1 0 M A T C H L I N E - S E E S H E E T C - 1 . 0 8 MATCH LINE - SEE SHEET C-1.10 MATCH LINE - SEE SHEET C-1.05 NOTE TO CONTRACTOR: ALL GRADING AND EARTHWORK IS TO BE DONE INACCORDANCE WITH THE EARTHWORK SPECIFICATIONAND AS DIRECTED BY THE GEOTECHNICAL ENGINEER. * NOTE TO CONTRACTOR: CONTRACTOR TO VERIFY ELEVATION PRIOR TOCONSTRUCTION AND NOTIFY CIVIL ENGINEERIMMEDIATELY OF ANY DISCREPANCY. 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STANDARD DETAIL G-01, C.F. PER PLAN CONSTRUCT CURB & GUTTER PER S.D.R.S.D. STANDARD DETAIL G-02, C.F. PER PLAN CONSTRUCT CURB RAMP PER S.D.R.S.D. STANDARD DETAILS G-27 TO G-32B, TYPE PER PLAN 31 CONSTRUCT CATCH BASIN - TYPE 'F'- PER S.D.R.S.D. DWG. NO. D-07 11 LEGEND CONSTRUCT 4" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 CONSTRUCT STORM DRAIN CLEANOUT - TYPE 'A' - PER S.D.R.S.D. DWG. NO. D-09 32 33 34 CONSTRUCT HDPE FITTING PER MANUFACTURER'S RECOMMENDATIONS. SIZE PER PLAN. SEE SHEET C-0.03 12 CONSTRUCT DECORATIVE PAVING SURFACE PER LANDSCAPE ARCHITECT PLANS DETAIL 4, SHEET L-2.01 13 CONSTRUCT 18" STEP-OUT CURB PER DETAIL 13, SHEET C-0.03 14 CONSTRUCT CURB FACE TRANSITION PER DETAIL 14, SHEET C-0.03 22B CONSTRUCT 8" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22C CONSTRUCT 12" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22D CONSTRUCT 18" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% 15 CONSTRUCT LOCAL DEPRESSION, 5-FOOT TRANSITION CONSTRUCT SUBDRAIN PER DETAIL 35, SHEET C-0.05 CONNECT SUBDRAIN TO PVC STORM DRAIN LINE 35 36 CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 37, SHEET C-0.0537 CONSTRUCT CURB INLET - TYPE B - 5-FOOT TRANSITION, PER S.D.R.S.D. STANDARD DETAILD-02, Y=3.5', L=7' UNLESS OTHERWISE SHOWN ON PLAN, WITH STENCIL PER CITY STD. DS-1 REMOVE HEADWALL, INLET, AND/OR INTERFERING SECTION OF PIPE FOR NEW CLEANOUT38 16 LEVEL PAD FOR BUS STOP PER DWG. NO. 546-1 17 CONSTRUCT 18" U-CHANNEL PER DETAIL 17, SHEET C-0.03 CONNECT TO SYNTHETIC SURFACE SUB DRAIN - SEE LANDSCAPE PLANS39 22E CONSTRUCT 24" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-GRATE-FULL 36-36-24 (OR APPROVED EQUAL)40 41 INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-CURB-FULL-24 (OR APPROVED EQUAL) 42 CONSTRUCT DECK DRAIN PER DETAIL 42, SHEET C-0.08 CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04, WRAP GRATE WITH MIRAFI 140N FILTER FABRIC 23A OUTLET PIPE THROUGH ALLAN BLOCK WALL - SEE DETAIL M/66 ON WALL PLANS 43 CONSTRUCT CONCRETE BLANKET PROTECTION FOR PIPES PER S.P.P.W.C. STD. PLAN 225-3 44 CONSTRUCT RIP RAP PER DETAIL 12, SHEET C-0.08 45 CONSTRUCT GRAVITY RETAINING (SPLASH) WALL, TYPE-A, 2-FEET TALL, PER S.D.R.S.D. DWG. NO. C-09 22F CONSTRUCT 30" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% 18 CONSTRUCT ALLAN BLOCK RETAINING WALL - SEE SHEETS 44 TO 59 19 CONSTRUCT RAMP RETAINING WALL - SEE SHEET 61 CIVILENGINEERINGCONSULTING 999 CORPORATE DR., SUITE 100LADERA RANCH, CA 92694p: 949.463.8822e: tec@civtec.net September 9, 2025 VETERANS MEMORIAL PARKFARADAY AVE./WHITMAN WAY 21 0 10 20 40 SCALE: 1" = 20' S E SHEET C-1.08 MA T C H L I N E - S E E S H E E T C - 1 . 1 1 MATCH LINE - SEE SHEE T C - 1 . 1 0 M A T C H L I N E - S E E S H E E T C - 1 . 0 7 MA T C H L I N E - S E E S H E E T C - 1 . 0 5 MA T C H L I N E - S E E S H E E T C - 1 . 1 1 NOTE TO CONTRACTOR: ALL GRADING AND EARTHWORK IS TO BE DONE INACCORDANCE WITH THE EARTHWORK SPECIFICATIONAND AS DIRECTED BY THE GEOTECHNICAL ENGINEER. * NOTE TO CONTRACTOR: CONTRACTOR TO VERIFY ELEVATION PRIOR TOCONSTRUCTION AND NOTIFY CIVIL ENGINEERIMMEDIATELY OF ANY DISCREPANCY. 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(i_ : .± + + + + + + + + I / / t _- c , - - ~ - - ·+ 1 +I + ·' ' ' ' ~ Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025 10' 151.95 FS 147.5 FS 145.95 FS 116.40 FS 119.7 FS 109.0 FS 109.5 FS 145.06 FS 126.61 FS 134.25 FS 135.3 FS 140.0 FS 141.9 FS 143.75 FS LIMITS OFGRADING GUARDRAIL123.78 TW116.48 BTM. 120.60 TW118.37 BTM. H.P.GUARDRAIL124.67 TW116.10 BTM. 102.0 TG98.0 INV 12" 14.0 ' 12" 119.2 TG116.0 INV 12" 145.8 TG143.0 INV 87.33 INV 10.0 ' 10 . 0 ' 111.8 TG103.0 INV8" 109.0 TG104.5 INV 134.8 TG131.0 INV 140.5 TG137.0 INV 123.0 TG112.0 INV 112.60 TW110.38 BTM. 110.00 TW108.47 BTM. 116.41 TW109.12 BTM. 122.77 TW121.82 BTM. 163.5 TG158.0 INV 4" 4" 164.61 TW162.38 BTM. 162.08 TW159.83 BTM. BASIN 'G'83.0 SURFACE80.75 SUBDRAIN OUT80.50 BOT. 84.0 TG80.75 INV IN80.7 INV OUT GUARDRAIL90.98 TW84.32 BTM. GUARDRAIL90.34 TW84.32 BTM. GUARDRAIL86.53 TW79.86 BTM. C.O.140.0 INV GUARDRAIL123.78 TW117.11 BTM. 123.78 TW122.81 BTM. 116.50 FS 121.50 TW119.91 BTM. 146.3 FS (82.37)B.O.W. (85.98)B.O.W. (86.67)B.O.W. (91.77)B.O.W. (94.70)B.O.W. (97.24)B.O.W. (99.38)B.O.W. (100.98)B.O.W. (102.18)B.O.W. (102.91)B.O.W. (103.27) 87.0 SURFACE84.75 SUBDRAIN OUT84.50 BOT. WEIR88.0 FS GUARDRAIL90.98 TW84.32 BTM. 89.07 TW84.32 BTM. 86.53 TW84.92 BTM. 89.07 TW84.32 BTM. 86.5 FG 85.89 TW84.29 BTM. 85.89 TW84.29 BTM. 4.8% 4.5%10 % 1.5 % 4.8 % 0.6 % 10% 4.5% 4.6% 10% 28 32 32 22C 28 28 3 32 24 23A 3 3 32 3 3 3 3 32 32 32 32 28 28 28 28 22A 3 25 32 12" 32 12" 1% T Y P . 1% TYP . 1% TYP . 1% T Y P . 1% T Y P . 1% T Y P . 1.8 % 1. 8 % 1.8% 1% 27 2:1 MA X . 2:1 M A X . 2:1 MAX. 2:1 1% 121.7 FL 123.61 FS 123.53 FS 123.50 FS123.75 FS 22A 8"22B 8"22B 139.5 FL 8"22B 8"22B 8"22B 133.75 FL 8"22B 8"22B 4"22A 12"22C 12"22C12"22C C.O.84.75 INV 37 80.75 FL 84.75 FL 115.9 FL 144.9 FL 8"22B GUARDRAIL88.44 TW79.86 BTM. GUARDRAIL87.80 TW79.86 BTM. 4 . 6 % 125.12 FS 1.5 % 8.5 % C.O.-G.B.110.0 INV 37 4"22C 121.0 TG112.0 INV 28 H.P.166.51 TW159.21 BTM. 37 HP90.3 FL HP90.3 FL 90.0 TG88.0 INV 20 4"22 40 4"22A 4"22A 85.26 TW83.75 BTM. 35 35 35 36 36 GUARDRAIL85.89 TW79.86 BTM. 35 35 36 36 35 36 DAYLIGHTIN SLOPE116.0 INV 4"22A SIDEWALK 10' 146.40 FS 124.67 TW116.10 BTM. 124.03 TW114.82 BTM. 124.1 FL 115.78 TW110.38 BTM. 120.87 TW116.73 BTM. 118.96 TW115.47 BTM. 111.33 TW107.84 BTM. 90.35 TW84.32 BTM. GUARDRAIL89.71 TW84.32 BTM. 36 166.51 TW158.57 BTM. 115.78 TW108.48 BTM. 117.05 TW111.02 BTM. 78.5 FL R/W R/W R/W 144.5 FL 141.3 FL 1% T Y P . 1% T Y P . 129.5 FL 126.0 FL 84.5 FL 94.5 FL 104.5 FL44 TYP. C.O.-G.B.87.25 INV 37 143.15 FL 124.5 FL 1818 18 18 18 18 GENERAL CONSTRUCTION NOTES 4 3 5 2 20 21 22A PROTECT IN PLACE CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04 CONSTRUCT 6" CONCRETE SURFACE PER LANDSCAPE ARCHITECT PLANS DETAIL 2, SHEET L-2.01 23 24 25 26 27 28 29 CONSTRUCT ATRIUM DRAIN PER DETAIL 21, SHEET C-0.04 CONSTRUCT HEADWALL (INLET) AND TRASH RACK PER DETAIL 22, SHEET C-0.04 CONSTRUCT BIOFILTRATION AREA WITH UNDERDRAIN PER DETAIL 24/25, SHEET C-0.05 CONSTRUCT RESILIENT SURFACE DRAIN PER DETAIL 26, SHEET C-0.04 1 STORM DRAIN CONSTRUCTION NOTES CONSTRUCT CONCRETE WEIR PER DETAIL 27, SHEET C-0.04 6 7 8 CONSTRUCT RESILIENT SURFACE PER LANDSCAPE ARCHITECT PLANS DETAIL 1, SHEET L-2.02 CONSTRUCT 3-FOOT WIDE V-GUTTER (IN PARKING AREAS) PER DETAIL 9, SHEET C-0.039 CONSTRUCT TREE WELL WITH CONCRETE BAND OR SEAT WALL PER LANDSCAPE ARCHITECT PLANS 10 CONSTRUCT INLET AT BROW-DITCH PER DETAIL 28, SHEET C-0.05 CONSTRUCT 36"x36" CATCH BASIN & GRATE (OUTLET) PER DETAIL 24/25, SHEET C-0.05 30 CONSTRUCT CURB PER S.D.R.S.D. STANDARD DETAIL G-01, C.F. PER PLAN CONSTRUCT CURB & GUTTER PER S.D.R.S.D. STANDARD DETAIL G-02, C.F. PER PLAN CONSTRUCT CURB RAMP PER S.D.R.S.D. STANDARD DETAILS G-27 TO G-32B, TYPE PER PLAN 31 CONSTRUCT CATCH BASIN - TYPE 'F'- PER S.D.R.S.D. DWG. NO. D-07 11 LEGEND CONSTRUCT 4" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 CONSTRUCT STORM DRAIN CLEANOUT - TYPE 'A' - PER S.D.R.S.D. DWG. NO. D-09 32 33 34 CONSTRUCT HDPE FITTING PER MANUFACTURER'S RECOMMENDATIONS. SIZE PER PLAN. SEE SHEET C-0.03 12 CONSTRUCT DECORATIVE PAVING SURFACE PER LANDSCAPE ARCHITECT PLANS DETAIL 4, SHEET L-2.01 13 CONSTRUCT 18" STEP-OUT CURB PER DETAIL 13, SHEET C-0.03 14 CONSTRUCT CURB FACE TRANSITION PER DETAIL 14, SHEET C-0.03 22B CONSTRUCT 8" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22C CONSTRUCT 12" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22D CONSTRUCT 18" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% 15 CONSTRUCT LOCAL DEPRESSION, 5-FOOT TRANSITION CONSTRUCT SUBDRAIN PER DETAIL 35, SHEET C-0.05 CONNECT SUBDRAIN TO PVC STORM DRAIN LINE 35 36 CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 37, SHEET C-0.0537 CONSTRUCT CURB INLET - TYPE B - 5-FOOT TRANSITION, PER S.D.R.S.D. STANDARD DETAILD-02, Y=3.5', L=7' UNLESS OTHERWISE SHOWN ON PLAN, WITH STENCIL PER CITY STD. DS-1 REMOVE HEADWALL, INLET, AND/OR INTERFERING SECTION OF PIPE FOR NEW CLEANOUT38 16 LEVEL PAD FOR BUS STOP PER DWG. NO. 546-1 17 CONSTRUCT 18" U-CHANNEL PER DETAIL 17, SHEET C-0.03 CONNECT TO SYNTHETIC SURFACE SUB DRAIN - SEE LANDSCAPE PLANS39 22E CONSTRUCT 24" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-GRATE-FULL 36-36-24 (OR APPROVED EQUAL)40 41 INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-CURB-FULL-24 (OR APPROVED EQUAL) 42 CONSTRUCT DECK DRAIN PER DETAIL 42, SHEET C-0.08 CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04, WRAP GRATE WITH MIRAFI 140N FILTER FABRIC 23A OUTLET PIPE THROUGH ALLAN BLOCK WALL - SEE DETAIL M/66 ON WALL PLANS 43 CONSTRUCT CONCRETE BLANKET PROTECTION FOR PIPES PER S.P.P.W.C. STD. PLAN 225-3 44 CONSTRUCT RIP RAP PER DETAIL 12, SHEET C-0.08 45 CONSTRUCT GRAVITY RETAINING (SPLASH) WALL, TYPE-A, 2-FEET TALL, PER S.D.R.S.D. DWG. NO. C-09 22F CONSTRUCT 30" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% 18 CONSTRUCT ALLAN BLOCK RETAINING WALL - SEE SHEETS 44 TO 59 19 CONSTRUCT RAMP RETAINING WALL - SEE SHEET 61 CIVILENGINEERINGCONSULTING 999 CORPORATE DR., SUITE 100LADERA RANCH, CA 92694p: 949.463.8822e: tec@civtec.net September 9, 2025 VETERANS MEMORIAL PARKFARADAY AVE./WHITMAN WAY 22 0 10 20 40 SCALE: 1" = 20' S E SHEET C-1.09 MA T C H L I N E - S E E S H E E T C - 1 . 1 0 FA R A D A Y A V E . MATCH LINE - SEE SHEET C-1.06 MATCH LINE - SEE SHEET C-1.07 MA T C H L I N E - S E E S H E E T C - 1 . 1 3 E E SECTION E-E NOT TO SCALE PROP. 2:1MAX. SLOPE PROP. 2:1MAX. SLOPE NOTE TO CONTRACTOR: ALL GRADING AND EARTHWORK IS TO BE DONE INACCORDANCE WITH THE EARTHWORK SPECIFICATIONAND AS DIRECTED BY THE GEOTECHNICAL ENGINEER. * NOTE TO CONTRACTOR: CONTRACTOR TO VERIFY ELEVATION PRIOR TOCONSTRUCTION AND NOTIFY CIVIL ENGINEERIMMEDIATELY OF ANY DISCREPANCY. NOTE TO CONTRACTOR: LOCATE ALL EXISTING UTILITIES AS A FIRST ITEM OF WORKAND PROTECT THEM IN PLACE AS REQUIRED. PRECISE GRADING PLAN PROP. 2:1MAX. SLOPE 1% PROP. 5" D.G./3" A.B. WALK PROP. BROW DITCH 10'PROP. GUARDRAIL WHEN TOPOF WALL TO BOTTOM OF WALLIS OVER 2.5-FEET- SEE LANDSCAPE PLANS DETAIL6, SHEET L-2.05 TW PER PLAN PROP. BROW DITCH BTM. PER PLAN PROP. GUARDRAIL WHEN TOPOF WALL TO BOTTOM OF WALLIS OVER 2.5-FEET- SEE LANDSCAPE PLANS DETAIL6, SHEET L-2.05 TW PER PLAN PROP. BROW DITCH BTM. PER PLAN 1% PROP. 5" D.G./3" A.B. WALK 14' 2.5' 2.5' 3 32 32 32 3 PROP. ALLAN BLOCKRETAINING WALL - L1-SEE SHEET 50 AND 51 PROP. SUBDRAIN 35 PROP. SUBDRAIN 35 PROP. ALLAN BLOCKRETAINING WALL - L2-SEE SHEET 51 PROP. BROW DITCH32 1% 1:1 INFLUENCE LINE 115.9± FL 116.2± FG 14 . 5 ' ± M A X . JN NF X 0 ~---0 -0-------0 ...____ ___ o • • • • • • • ' ••• • • • • • • • • • • • I (I I I • • • • I • • • • ••• I • • • + + + + + + + J /1-,~-c;I~. -.-, • : • • + + + + + + + + + + + + + + + • • \ V 0 CONSTRUCT 4" A.C./l'Z' A.B. PAVEMENT [DRIVE AISLES) -SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R-VALUE TEST 0 0 CONSTRUCT 5" D.G. /3" A.B. SURFACE DETAIL 3, SHEET C-0,08 AND LANDSCAPE ARCHITECT PLANS DETAIL 5, SHEET L-2,01 0 0 CONSTRUCT 4" A,C./6" A.B, PAVEMENT [PARKING STALLS) -SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R-VALUE TEST 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 CONSTRUCT BROW DITCH • TYPE 'B'-PER S.D.R.S.D. DWG. NO. D-75, MOD. WIDTH PER PLAN, DEPTH = 6" UNLESS OTHERWISE SHOWN 0 0 0 0 0 0 0 0 0 0 0 0 0 t----+--+------------+---+-----+---+-----t I SHEET I CITY OF CARLSBAD ~1 ;:::::::::::::::::::::'...:::::::::::::::::::::E::::N::::Gl=N:::EE:::R=IN=G:::::::::D:::EP=A=RT=M:::E:::N=T==~~==::::::: DA 1E INITIAL DA 1E INITIAL DAlE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL GRADING PLANS FOR: GR2023-0042 APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 26 DATE OWN BY: PROJECT NO. CHKD BY: __ _ RVWD BY: CUP2021-0014 DRAWING NO. 546-1A Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025 137.15 FS 208.0 FS 207.0 FS 201.0 FS 151.95 FS 156.4 FS 159.05 FS 161.0 FS 177.25 FS 182.5 FS 200.2 FS 201.4 FS 186.7 FS 190.9 FS 196.1 FS 190.4 FS 185.5 FS 186.0 FS 206.5 FS 206.5 FS 206.0 FS 206.0 FS 140.0 FS GUARDRAIL189.14 TW182.48 BTM. H.P.GUARDRAIL168.89 TW164.76 BTM. HMPBOUNDARY 8" 136.5 TG133.0 INV 160.0 TG157.0 INV 10.0' 10.0' 10.0' 140.5 TG137.0 INV 160.75 TG157.0 INV 165.5 TG162.0 INV 165.5 TG161.0 INV 163.5 TG158.0 INV 4" 4" 4" 8" 195.6 TG192.0 INV 180.3 TG177.0 INV 202.0 TG199.0 INV 207.5 TG204.0 INV 10.0' 10.0' 166.35 TW165.39 BTM.164.61 TW162.38 BTM. 166.35 TW164.76 BTM. 162.08 TW159.83 BTM. 10.0' 8.0' 190.41 TW188.19 BTM. 181.52 TW179.30 BTM. 152.3 TG149.0 INV C.O.140.0 INV 148.8 FS 170.0 FS 192.0 FS 136.50 FS 4.8 % 2.4 % 4.3 % 3.1% 10 % 10 % 4.5 % 10% 10% 4.8% 1.8 % 1.8 % 22B 28 28 32 32 32 32 3 3 3 3 28 28 28 28 28 22A 22A 22B 28 28 28 28 32 3 3 3 3 3 1% TY P . 1% TYP. 1% TYP. 1% TYP. 1% TYP. 1% TYP. 1% TYP. 1% TYP. 1% T Y P . 28 32 12" 1. 8 % 1.8 % 1. 8 % 1.8 % 1.8 % 1% 2:1 2:1 MAX . 2:1 M A X . 136.4 TG134.0 INV 21 8"22B 8"22B 22A 8"22B 8"22B 136.1 FL 157.8 FL 179.0 FL 180.2 FS 190.2 FL 207.3 FL 22B GRADEDSWALE-TYP. 194.4 FL 190.1 TG188.0 INV 21 4"22A 185.7 FL H.P.166.51 TW159.21 BTM. 37 32 12" 35 36 36 35 168.2 FL 166.51 TW158.57 BTM. 163.1FG 2.50' TYP. 221.0 FG C.O.-G.B.185.0 INV 37 2:1 MAX . 2: 1 MA X . 2:1MAX. 2:1MAX. 2:1MAX. 2:1MAX. 20' OFFSET FROMHMP BOUNDARY LIMITS OFGRADING ANDORANGE FENCE PRECAST CONCRETESTEPS PER LANDSCAPEPLANS-TYP. 144.5 FL 184.5 FL 199.6 FL 141.3 FL 3 WIRE HABITAT FENCEPER LANDSCAPEARCHITECT PLANS 3 WIRE HABITAT FENCEPER LANDSCAPEARCHITECT PLANS 186.1 FL 18 18 GENERAL CONSTRUCTION NOTES 4 3 5 2 20 21 22A PROTECT IN PLACE CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04 CONSTRUCT 6" CONCRETE SURFACE PER LANDSCAPE ARCHITECT PLANS DETAIL 2, SHEET L-2.01 23 24 25 26 27 28 29 CONSTRUCT ATRIUM DRAIN PER DETAIL 21, SHEET C-0.04 CONSTRUCT HEADWALL (INLET) AND TRASH RACK PER DETAIL 22, SHEET C-0.04 CONSTRUCT BIOFILTRATION AREA WITH UNDERDRAIN PER DETAIL 24/25, SHEET C-0.05 CONSTRUCT RESILIENT SURFACE DRAIN PER DETAIL 26, SHEET C-0.04 1 STORM DRAIN CONSTRUCTION NOTES CONSTRUCT CONCRETE WEIR PER DETAIL 27, SHEET C-0.04 6 7 8 CONSTRUCT RESILIENT SURFACE PER LANDSCAPE ARCHITECT PLANS DETAIL 1, SHEET L-2.02 CONSTRUCT 3-FOOT WIDE V-GUTTER (IN PARKING AREAS) PER DETAIL 9, SHEET C-0.039 CONSTRUCT TREE WELL WITH CONCRETE BAND OR SEAT WALL PER LANDSCAPE ARCHITECT PLANS 10 CONSTRUCT INLET AT BROW-DITCH PER DETAIL 28, SHEET C-0.05 CONSTRUCT 36"x36" CATCH BASIN & GRATE (OUTLET) PER DETAIL 24/25, SHEET C-0.05 30 CONSTRUCT CURB PER S.D.R.S.D. STANDARD DETAIL G-01, C.F. PER PLAN CONSTRUCT CURB & GUTTER PER S.D.R.S.D. STANDARD DETAIL G-02, C.F. PER PLAN CONSTRUCT CURB RAMP PER S.D.R.S.D. STANDARD DETAILS G-27 TO G-32B, TYPE PER PLAN 31 CONSTRUCT CATCH BASIN - TYPE 'F'- PER S.D.R.S.D. DWG. NO. D-07 11 LEGEND CONSTRUCT 4" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 CONSTRUCT STORM DRAIN CLEANOUT - TYPE 'A' - PER S.D.R.S.D. DWG. NO. D-09 32 33 34 CONSTRUCT HDPE FITTING PER MANUFACTURER'S RECOMMENDATIONS. SIZE PER PLAN. SEE SHEET C-0.03 12 CONSTRUCT DECORATIVE PAVING SURFACE PER LANDSCAPE ARCHITECT PLANS DETAIL 4, SHEET L-2.01 13 CONSTRUCT 18" STEP-OUT CURB PER DETAIL 13, SHEET C-0.03 14 CONSTRUCT CURB FACE TRANSITION PER DETAIL 14, SHEET C-0.03 22B CONSTRUCT 8" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22C CONSTRUCT 12" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22D CONSTRUCT 18" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% 15 CONSTRUCT LOCAL DEPRESSION, 5-FOOT TRANSITION CONSTRUCT SUBDRAIN PER DETAIL 35, SHEET C-0.05 CONNECT SUBDRAIN TO PVC STORM DRAIN LINE 35 36 CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 37, SHEET C-0.0537 CONSTRUCT CURB INLET - TYPE B - 5-FOOT TRANSITION, PER S.D.R.S.D. STANDARD DETAILD-02, Y=3.5', L=7' UNLESS OTHERWISE SHOWN ON PLAN, WITH STENCIL PER CITY STD. DS-1 REMOVE HEADWALL, INLET, AND/OR INTERFERING SECTION OF PIPE FOR NEW CLEANOUT38 16 LEVEL PAD FOR BUS STOP PER DWG. NO. 546-1 17 CONSTRUCT 18" U-CHANNEL PER DETAIL 17, SHEET C-0.03 CONNECT TO SYNTHETIC SURFACE SUB DRAIN - SEE LANDSCAPE PLANS39 22E CONSTRUCT 24" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-GRATE-FULL 36-36-24 (OR APPROVED EQUAL)40 41 INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-CURB-FULL-24 (OR APPROVED EQUAL) 42 CONSTRUCT DECK DRAIN PER DETAIL 42, SHEET C-0.08 CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04, WRAP GRATE WITH MIRAFI 140N FILTER FABRIC 23A OUTLET PIPE THROUGH ALLAN BLOCK WALL - SEE DETAIL M/66 ON WALL PLANS 43 CONSTRUCT CONCRETE BLANKET PROTECTION FOR PIPES PER S.P.P.W.C. STD. PLAN 225-3 44 CONSTRUCT RIP RAP PER DETAIL 12, SHEET C-0.08 45 CONSTRUCT GRAVITY RETAINING (SPLASH) WALL, TYPE-A, 2-FEET TALL, PER S.D.R.S.D. DWG. NO. C-09 22F CONSTRUCT 30" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% 18 CONSTRUCT ALLAN BLOCK RETAINING WALL - SEE SHEETS 44 TO 59 19 CONSTRUCT RAMP RETAINING WALL - SEE SHEET 61 CIVILENGINEERINGCONSULTING 999 CORPORATE DR., SUITE 100LADERA RANCH, CA 92694p: 949.463.8822e: tec@civtec.net September 9, 2025 VETERANS MEMORIAL PARKFARADAY AVE./WHITMAN WAY 23 0 10 20 40 SCALE: 1" = 20' S E SHEET C-1.10 MATCH LINE - SEE SHEET C-1.13 MA T C H L I N E - S E E S H E E T C - 1 . 1 2 MATCH LINE - SEE SHEET C-1.11MATCH LINE - SEE SH E E T C - 1 . 0 8 MA T C H L I N E - S E E S H E E T C - 1 . 0 7 MA T C H L I N E - S E E S H E E T C - 1 . 0 9 F F SECTION F-F NOT TO SCALE 2% NOTE TO CONTRACTOR: ALL GRADING AND EARTHWORK IS TO BE DONE INACCORDANCE WITH THE EARTHWORK SPECIFICATIONAND AS DIRECTED BY THE GEOTECHNICAL ENGINEER. * NOTE TO CONTRACTOR: CONTRACTOR TO VERIFY ELEVATION PRIOR TOCONSTRUCTION AND NOTIFY CIVIL ENGINEERIMMEDIATELY OF ANY DISCREPANCY. NOTE TO CONTRACTOR: LOCATE ALL EXISTING UTILITIES AS A FIRST ITEM OF WORKAND PROTECT THEM IN PLACE AS REQUIRED. PRECISE GRADING PLAN PROP. 2:1MAX. SLOPE PROP. BROW DITCH BTM. PER PLAN 32 PROP. SUBDRAIN 35 PROP. ALLAN BLOCKRETAINING WALL - M2-SEE SHEET 52 1:1 INFLUENCE LINE PROP. 2:1MAX. SLOPE 1% PROP. 5" D.G./3" A.B. WALK 10' 3 PROP. 2:1MAX. SLOPE PROP. SUBDRAIN 35 BTM. PER PLAN 4.4'± TW PER PLAN TW PERPLAN PROP. GUARDRAIL WHEN TOPOF WALL TO BOTTOM OF WALLIS OVER 2.5-FEET- SEE LANDSCAPE PLANS DETAIL6, SHEET L-2.05 PROP. ALLAN BLOCKRETAINING WALL - M1-SEE SHEET 52 164.0± FG 166.3± FG JN NF o-~\ --0 \ V - I I Ii I I I I I I I , , L-'---1/t'~, ,' , . , , , I , , , , , I I I I I I , 0 / , t;/1 I I I I I I I I I I \ \ \ \ \ \ \ \ /; Ii \ ? I ~ ? I I I I I I / I ? I f I f ...<:r-\ \ I 7Y I I I - .. 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 CONSTRUCT 4" A.C./12" A.B. PAVEMENT (DRIVE AISLES) -SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R-VALUE TEST CONSTRUCT 5" D.G. /3" A.B. SURFACE DETAIL 3, SHEET C-0.08 AND LANDSCAPE ARCHITECT PLANS DETAIL 5, SHEET L-2.01 CONSTRUCT 4" A.C./6" A.B. PAVEMENT (PARKING STALLS) -SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R-VALUETEST CONSTRUCT BROW DITCH -TYPE 'B'-PER S.D.R.S.D. DWG. NO. D-75, MOD. WIDTH PER PLAN, DEPTH = 6" UNLESS OTHERWISE SHOWN t-----+---+-------------+---+-----+----+-----t I SHEET I CITY OF CARLSBAD ~1 f!Jilr>'----:=:::::::::::::::::...'.:::::::::::::::::::::::::EN::G:::IN=E:::E:::::R=IN::::G::::::::D:::EP=A=RT=::::M:::EN=T==::::'....'.:~==::::::: DA 1E INITIAL DA 1E INITIAL DAlE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL GRADING PLANS FOR: GR2023-0042 APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 26 DATE OWN BY: PROJECT NO. CHKD BY: __ _ RVWD BY: CUP2021-0014 DRAWING NO. 546-1A Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025 208.0 FS (220.0±) FS 211.8 FS 213.0 FS 214.0 FS 215.5 FS 218.0 FS 218.9 FS 217.40 FS 10.0' 10 . 0 ' 190.0 TG187.0 INV 207.5 TG204.0 INV 207.25 FG 10.5' 4.8 % 1. 9 % 2.3% 15 . 5 % 15 . 5 % 2.2% 3.1% 8.5% 7.6%11% 3 32 32 28 12 3 3 3 3 32 32 28 3 3 1% T Y P . 1% T Y P . 1% T Y P . 1% T Y P . 1% TYP. 1% TYP. 1.8 % 215.7 FL 217.4 FL 1% 1% 1% 216.89 FS 217.00 FS 217.50 FS 218.20 FS 218.30 FS 8"22B 8"22B HMP BOUNDARY- RECORDEDCOVENANTINST. 2019-0151961 HMP BOUNDARY- RECORDED COVENANTINST. 2019-0151961 20' OFFSET FROMHMP BOUNDARY HMP BOUNDARY- RECORDEDCOVENANTINST. 2019-0151961 20' OFFSET FROMHMP BOUNDARY EXIST. TRAIL EXIST. TRAIL8.2 % 10% HMP BOUNDARY- RECORDED COVENANTINST. 2019-0151961 20' OFFSET FROMHMP BOUNDARY LIMITS OF GRADINGAND ORANGE FENCE22'± OFFSET FROMHMP BOUNDARY 5' OFFSET FROMHMP BOUNDARY- TRAIL ALLOWEDWITHIN FIRST 15'OF DEVELOPMENTSIDE HP247.40 FS HMPBOUNDARY 20' OFFSET FROMHMP BOUNDARY LIMITS OF GRADINGAND ORANGE FENCE22'± OFFSET FROMHMP BOUNDARY 4"22A 4"22A32 8.2%11% 10. 5 ' 217.0 TG214.0 INV28 1% 5.5 % 217.5 FG 2:1MAX. 2:1 MAX. 2:1MAX. 2 : 1 M A X . 2:1 MA X . 2: 1 MA X . 2: 1 M A X . 2: 1 MA X . 184.5 FL 194.5 FL 204.5 FL 214.5 FL 209.5 FL 3 WIRE HABITAT FENCEPER LANDSCAPEARCHITECT PLANS 3 WIRE HABITAT FENCEPER LANDSCAPEARCHITECT PLANS 218.3 FL 214.9 FL 213.4 FL 212.4 FL 211.2 FL 212.0 FS 2. 9 % 218.0 FS 5. 5 % GENERAL CONSTRUCTION NOTES 4 3 5 2 20 21 22A PROTECT IN PLACE CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04 CONSTRUCT 6" CONCRETE SURFACE PER LANDSCAPE ARCHITECT PLANS DETAIL 2, SHEET L-2.01 23 24 25 26 27 28 29 CONSTRUCT ATRIUM DRAIN PER DETAIL 21, SHEET C-0.04 CONSTRUCT HEADWALL (INLET) AND TRASH RACK PER DETAIL 22, SHEET C-0.04 CONSTRUCT BIOFILTRATION AREA WITH UNDERDRAIN PER DETAIL 24/25, SHEET C-0.05 CONSTRUCT RESILIENT SURFACE DRAIN PER DETAIL 26, SHEET C-0.04 1 STORM DRAIN CONSTRUCTION NOTES CONSTRUCT CONCRETE WEIR PER DETAIL 27, SHEET C-0.04 6 7 8 CONSTRUCT RESILIENT SURFACE PER LANDSCAPE ARCHITECT PLANS DETAIL 1, SHEET L-2.02 CONSTRUCT 3-FOOT WIDE V-GUTTER (IN PARKING AREAS) PER DETAIL 9, SHEET C-0.039 CONSTRUCT TREE WELL WITH CONCRETE BAND OR SEAT WALL PER LANDSCAPE ARCHITECT PLANS 10 CONSTRUCT INLET AT BROW-DITCH PER DETAIL 28, SHEET C-0.05 CONSTRUCT 36"x36" CATCH BASIN & GRATE (OUTLET) PER DETAIL 24/25, SHEET C-0.05 30 CONSTRUCT CURB PER S.D.R.S.D. STANDARD DETAIL G-01, C.F. PER PLAN CONSTRUCT CURB & GUTTER PER S.D.R.S.D. STANDARD DETAIL G-02, C.F. PER PLAN CONSTRUCT CURB RAMP PER S.D.R.S.D. STANDARD DETAILS G-27 TO G-32B, TYPE PER PLAN 31 CONSTRUCT CATCH BASIN - TYPE 'F'- PER S.D.R.S.D. DWG. NO. D-07 11 LEGEND CONSTRUCT 4" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 CONSTRUCT STORM DRAIN CLEANOUT - TYPE 'A' - PER S.D.R.S.D. DWG. NO. D-09 32 33 34 CONSTRUCT HDPE FITTING PER MANUFACTURER'S RECOMMENDATIONS. SIZE PER PLAN. SEE SHEET C-0.03 12 CONSTRUCT DECORATIVE PAVING SURFACE PER LANDSCAPE ARCHITECT PLANS DETAIL 4, SHEET L-2.01 13 CONSTRUCT 18" STEP-OUT CURB PER DETAIL 13, SHEET C-0.03 14 CONSTRUCT CURB FACE TRANSITION PER DETAIL 14, SHEET C-0.03 22B CONSTRUCT 8" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22C CONSTRUCT 12" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22D CONSTRUCT 18" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% 15 CONSTRUCT LOCAL DEPRESSION, 5-FOOT TRANSITION CONSTRUCT SUBDRAIN PER DETAIL 35, SHEET C-0.05 CONNECT SUBDRAIN TO PVC STORM DRAIN LINE 35 36 CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 37, SHEET C-0.0537 CONSTRUCT CURB INLET - TYPE B - 5-FOOT TRANSITION, PER S.D.R.S.D. STANDARD DETAILD-02, Y=3.5', L=7' UNLESS OTHERWISE SHOWN ON PLAN, WITH STENCIL PER CITY STD. DS-1 REMOVE HEADWALL, INLET, AND/OR INTERFERING SECTION OF PIPE FOR NEW CLEANOUT38 16 LEVEL PAD FOR BUS STOP PER DWG. NO. 546-1 17 CONSTRUCT 18" U-CHANNEL PER DETAIL 17, SHEET C-0.03 CONNECT TO SYNTHETIC SURFACE SUB DRAIN - SEE LANDSCAPE PLANS39 22E CONSTRUCT 24" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-GRATE-FULL 36-36-24 (OR APPROVED EQUAL)40 41 INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-CURB-FULL-24 (OR APPROVED EQUAL) 42 CONSTRUCT DECK DRAIN PER DETAIL 42, SHEET C-0.08 CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04, WRAP GRATE WITH MIRAFI 140N FILTER FABRIC 23A OUTLET PIPE THROUGH ALLAN BLOCK WALL - SEE DETAIL M/66 ON WALL PLANS 43 CONSTRUCT CONCRETE BLANKET PROTECTION FOR PIPES PER S.P.P.W.C. STD. PLAN 225-3 44 CONSTRUCT RIP RAP PER DETAIL 12, SHEET C-0.08 45 CONSTRUCT GRAVITY RETAINING (SPLASH) WALL, TYPE-A, 2-FEET TALL, PER S.D.R.S.D. DWG. NO. C-09 22F CONSTRUCT 30" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% 18 CONSTRUCT ALLAN BLOCK RETAINING WALL - SEE SHEETS 44 TO 59 19 CONSTRUCT RAMP RETAINING WALL - SEE SHEET 61 CIVILENGINEERINGCONSULTING 999 CORPORATE DR., SUITE 100LADERA RANCH, CA 92694p: 949.463.8822e: tec@civtec.net September 9, 2025 VETERANS MEMORIAL PARKFARADAY AVE./WHITMAN WAY 24 0 10 20 40 SCALE: 1" = 20' S E SHEET C-1.11 MA T C H L I N E - S E E S H E E T C - 1 . 0 8 MA T C H L I N E - S E E S H E E T C - 1 . 0 8 MATCH LINE - SEE SHEET C-1.10 MATCH LINE - SEE SHEET C-1.12 NOTE TO CONTRACTOR: ALL GRADING AND EARTHWORK IS TO BE DONE INACCORDANCE WITH THE EARTHWORK SPECIFICATIONAND AS DIRECTED BY THE GEOTECHNICAL ENGINEER. * NOTE TO CONTRACTOR: CONTRACTOR TO VERIFY ELEVATION PRIOR TOCONSTRUCTION AND NOTIFY CIVIL ENGINEERIMMEDIATELY OF ANY DISCREPANCY. NOTE TO CONTRACTOR: LOCATE ALL EXISTING UTILITIES AS A FIRST ITEM OF WORKAND PROTECT THEM IN PLACE AS REQUIRED. PRECISE GRADING PLAN JN NF + + + + + + + + ... ~ • • I ••• • • ••• • • I • • • I • • I • . • • • I I - ---0-------0--------o-------o-------o-------o-c-~~- ----------------------~--• • • + + + + + + + + + '+++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + +~ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++++ +++t-+++t-+++t-++-t ---- -- 220 -----227 ~ • • + + + + + + + + + -t + + + + + + + + + + + + + + + + + + + + + + - + + + + + + + + + + + + + + + + + + + + + r+ t-+++t--- 225 + + + + + + + + + + + + + + +++++++++++ +++++ +++ +++++ ++++"-• • -- + + + + + + + + • • + + . - + + +~ + + + + '+~ + + + + + -' ----,.,,"'i"'~,,,___:-...., • • ) I I I I .n .... N I I I . ------,---._ + + + + + t-+ + t- + + + + • • • • • • • • • • • + + + • • • • • • • • • • ••• ... 21 if), c-1 21 .5 X •• • • • • • • • • • • • • • • • • I ~ I ~ • • • • • • • I • • • • • • • • • • • • . • 4 ~ ... • • • • • • • • • • • • • • • • • • I r ' ' r I • • ' • r • I • • I • r • • -' • • • I • • r • • • • • • ' • • I • • • • ir • • ~ • • • • • • ' DAlE I I I I •• INITIAL ENGINEER OF WORK - --------~ REVISION DESCRIPTION 0 CONSTRUCT 4" A.C./12" A,B, PAVEMENT {DRIVE AISLES) -SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R-VALUE TEST 0 0 CONSTRUCT 5" D.G. /3" A,B, SURFACE DETAIL 3, SHEET C-0.08 AND LANDSCAPE ARCHITECT PLANS DETAIL 5, SHEET L-2.01 0 0 CONSTRUCT 4" A.C,/6" A,B, PAVEMENT (PARKING STALLS) -SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R-VALUETEST 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 CONSTRUCT BROW DITCH -TYPE 'B'-PER S.D.R.S.D. DWG. NO. D-75, MOD. WIDTH PER PLAN, DEPTH= 6" UNLESS OTHERWISE SHOWN DAlE INITIAL DAlE INITIAL DlHER APPROVAL CITY APPROVAL I SHEET I CITY OF CARLSBAD ENGINEERING DEPARTMENT GRADING PLANS FOR: GR2023-0042 APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 26 OWN BY: PROJECT NO. CHKD BY: RVWD BY: CUP2021-0014 DATE DRAWING NO. 546-1A Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025 LIMITS OF GRADINGAND ORANGE FENCE BOUNDARY HMPBOUNDARY 3 3 HMPBOUNDARY EXIST. TRAIL 20' OFFSET FROMHMP BOUNDARY EXIST. TRAIL EXIST. TRAIL 20' OFFSET FROMHMP BOUNDARY HMP BOUNDARY- RECORDED COVENANTINST. 2019-0151961 20' OFFSET FROMHMP BOUNDARY EXIST. TRAIL HMP BOUNDARY- RECORDED COVENANTINST. 2019-0151961 HMP BOUNDARY- RECORDED COVENANTINST. 2019-0151961 5' OFFSET FROMHMP BOUNDARY- TRAIL ALLOWEDWITHIN FIRST 15'OF DEVELOPMENTSIDE 5' OFFSET FROM HMP BOUNDARY- TRAIL ALLOWED WITHIN FIRST 15'OF DEVELOPMENT SIDE 2:1MAX. 2:1 MAX. 20' OFFSET FROMHMP BOUNDARY 3 WIRE HABITAT FENCEPER LANDSCAPEARCHITECT PLANS 3 WIRE HABITAT FENCEPER LANDSCAPEARCHITECT PLANS 3 WIRE HABITAT FENCE 212.0 FS 2% 14.7 % 1 1 % GENERAL CONSTRUCTION NOTES 4 3 5 2 20 21 22A PROTECT IN PLACE CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04 CONSTRUCT 6" CONCRETE SURFACE PER LANDSCAPE ARCHITECT PLANS DETAIL 2, SHEET L-2.01 23 24 25 26 27 28 29 CONSTRUCT ATRIUM DRAIN PER DETAIL 21, SHEET C-0.04 CONSTRUCT HEADWALL (INLET) AND TRASH RACK PER DETAIL 22, SHEET C-0.04 CONSTRUCT BIOFILTRATION AREA WITH UNDERDRAIN PER DETAIL 24/25, SHEET C-0.05 CONSTRUCT RESILIENT SURFACE DRAIN PER DETAIL 26, SHEET C-0.04 1 STORM DRAIN CONSTRUCTION NOTES CONSTRUCT CONCRETE WEIR PER DETAIL 27, SHEET C-0.04 6 7 8 CONSTRUCT RESILIENT SURFACE PER LANDSCAPE ARCHITECT PLANS DETAIL 1, SHEET L-2.02 CONSTRUCT 3-FOOT WIDE V-GUTTER (IN PARKING AREAS) PER DETAIL 9, SHEET C-0.039 CONSTRUCT TREE WELL WITH CONCRETE BAND OR SEAT WALL PER LANDSCAPE ARCHITECT PLANS 10 CONSTRUCT INLET AT BROW-DITCH PER DETAIL 28, SHEET C-0.05 CONSTRUCT 36"x36" CATCH BASIN & GRATE (OUTLET) PER DETAIL 24/25, SHEET C-0.05 30 CONSTRUCT CURB PER S.D.R.S.D. STANDARD DETAIL G-01, C.F. PER PLAN CONSTRUCT CURB & GUTTER PER S.D.R.S.D. STANDARD DETAIL G-02, C.F. PER PLAN CONSTRUCT CURB RAMP PER S.D.R.S.D. STANDARD DETAILS G-27 TO G-32B, TYPE PER PLAN 31 CONSTRUCT CATCH BASIN - TYPE 'F'- PER S.D.R.S.D. DWG. NO. D-07 11 LEGEND CONSTRUCT 4" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 CONSTRUCT STORM DRAIN CLEANOUT - TYPE 'A' - PER S.D.R.S.D. DWG. NO. D-09 32 33 34 CONSTRUCT HDPE FITTING PER MANUFACTURER'S RECOMMENDATIONS. SIZE PER PLAN. SEE SHEET C-0.03 12 CONSTRUCT DECORATIVE PAVING SURFACE PER LANDSCAPE ARCHITECT PLANS DETAIL 4, SHEET L-2.01 13 CONSTRUCT 18" STEP-OUT CURB PER DETAIL 13, SHEET C-0.03 14 CONSTRUCT CURB FACE TRANSITION PER DETAIL 14, SHEET C-0.03 22B CONSTRUCT 8" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22C CONSTRUCT 12" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22D CONSTRUCT 18" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% 15 CONSTRUCT LOCAL DEPRESSION, 5-FOOT TRANSITION CONSTRUCT SUBDRAIN PER DETAIL 35, SHEET C-0.05 CONNECT SUBDRAIN TO PVC STORM DRAIN LINE 35 36 CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 37, SHEET C-0.0537 CONSTRUCT CURB INLET - TYPE B - 5-FOOT TRANSITION, PER S.D.R.S.D. STANDARD DETAILD-02, Y=3.5', L=7' UNLESS OTHERWISE SHOWN ON PLAN, WITH STENCIL PER CITY STD. DS-1 REMOVE HEADWALL, INLET, AND/OR INTERFERING SECTION OF PIPE FOR NEW CLEANOUT38 16 LEVEL PAD FOR BUS STOP PER DWG. NO. 546-1 17 CONSTRUCT 18" U-CHANNEL PER DETAIL 17, SHEET C-0.03 CONNECT TO SYNTHETIC SURFACE SUB DRAIN - SEE LANDSCAPE PLANS39 22E CONSTRUCT 24" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-GRATE-FULL 36-36-24 (OR APPROVED EQUAL)40 41 INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-CURB-FULL-24 (OR APPROVED EQUAL) 42 CONSTRUCT DECK DRAIN PER DETAIL 42, SHEET C-0.08 CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04, WRAP GRATE WITH MIRAFI 140N FILTER FABRIC 23A OUTLET PIPE THROUGH ALLAN BLOCK WALL - SEE DETAIL M/66 ON WALL PLANS 43 CONSTRUCT CONCRETE BLANKET PROTECTION FOR PIPES PER S.P.P.W.C. STD. PLAN 225-3 44 CONSTRUCT RIP RAP PER DETAIL 12, SHEET C-0.08 45 CONSTRUCT GRAVITY RETAINING (SPLASH) WALL, TYPE-A, 2-FEET TALL, PER S.D.R.S.D. DWG. NO. C-09 22F CONSTRUCT 30" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% 18 CONSTRUCT ALLAN BLOCK RETAINING WALL - SEE SHEETS 44 TO 59 19 CONSTRUCT RAMP RETAINING WALL - SEE SHEET 61 CIVILENGINEERINGCONSULTING 999 CORPORATE DR., SUITE 100LADERA RANCH, CA 92694p: 949.463.8822e: tec@civtec.net September 9, 2025 VETERANS MEMORIAL PARKFARADAY AVE./WHITMAN WAY 25 0 10 20 40 SCALE: 1" = 20' S E SHEET C-1.12 MA T C H L I N E - S E E S H E E T C - 1 . 1 0 MATCH LINE - SEE SHEET C-1.11 MATCH LINE - SEE SHEET C-1.14 NOTE TO CONTRACTOR: ALL GRADING AND EARTHWORK IS TO BE DONE INACCORDANCE WITH THE EARTHWORK SPECIFICATIONAND AS DIRECTED BY THE GEOTECHNICAL ENGINEER. * NOTE TO CONTRACTOR: CONTRACTOR TO VERIFY ELEVATION PRIOR TOCONSTRUCTION AND NOTIFY CIVIL ENGINEERIMMEDIATELY OF ANY DISCREPANCY. NOTE TO CONTRACTOR: LOCATE ALL EXISTING UTILITIES AS A FIRST ITEM OF WORKAND PROTECT THEM IN PLACE AS REQUIRED. PRECISE GRADING PLAN JN NF -- \ \ I ~ \\\\\\\\\\\ \ \ •• ••• • • • • • • • ----'t'tJn • • • ....... + + + ••• • • X 0 CONSTRUCT 4" A.C,/12" A.B. PAVEMENT (DRIVE AISLES)· SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R-VALUE TEST 0 0 CONSTRUCT 5" D.G. /3" A.B. SURFACE DETAIL 3, SHEET C-0.08 AND LANDSCAPE ARCHITECT PLANS DETAIL 5, SHEET L,2,01 0 0 CONSTRUCT 4" A.C,/6" A.B. PAVEMENT (PARKING STALLS), SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R,VALUETEST 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 CONSTRUCT BROW DITCH , TYPE 'B', PER S.D.R.S.D. DWG. NO. D-75, MOD. WIDTH PER PLAN, DEPTH = 6" UNLESS OTHERWISE SHOWN 0 0 0 0 0 0 0 0 0 0 0 0 0 fSHrnl CITY OF CARLSBAD t----t----+-----------------+------1---+----+------1 l__J ENGINEERING DEPARTMENT 1----1----+----------------+------l---+--+-----I GRADING PLANS FOR: GR2023-0042 APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 26 DA TE DA 1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA 1E INITIAL DAlE INITIAL DlHER APPROVAL CITY APPROVAL OWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. DRAWING NO. CUP2021-0014 546-1A Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025 165.8 FS 161.1 FS 160.75 FS 157.95 FS 151.1 FS 148.1 FS 146.6 FS 144.8 FS 138.0 FS 134.2 FS 114.28 FS 185.5 FS 132.6 FS 167.0 FS 171.5 FS 172.2 FS 176.5 FS 181.6 FS 114.37 FS 126.61 FS 140.0 FS LIMITS OFGRADING ANDORANGE FENCE H.P.GUARDRAIL117.92 TW108.71 BTM. H.PGUARDRAIL121.85 TW117.73 BTM. GUARDRAIL123.78 TW116.48 BTM. GUARDRAIL155.79 TW148.49 BTM. HMPBOUNDARY HMPBOUNDARY HMPBOUNDARY GUARDRAIL111.48 TW103.54 BTM. LIMITS OF GRADINGAND ORANGE FENCE LIMITS OF GRADINGAND ORANGE FENCE LIMITS OF GRADINGAND ORANGE FENCE LIMITS OFGRADING 114.13 RIM113.0 FL105.3 INV 102.25± TMHEXIST 18" RCP SD*(94.05±) INV94.15 INV 18" 123.0 TG112.0 INV 122.77 TW121.82 BTM. 160.75 TG157.0 INV 4" 166.35 TW164.76 BTM. 162.08 TW159.83 BTM. 14.0 ' 8.0 ' 8.0' 117.83 TW116.88 BTM. 116.78 TW115.18 BTM. 113.47 TW111.25 BTM. 153.88 TW152.29 BTM. 119.5 TG117.0 INV 115.5 TG113.0 INV 110.6 TG107.0 INV 110.93 TW109.98 BTM. 112.5 TG108.0 INV 8" 4" 181.52 TW179.30 BTM. 18"@26% 121.22 TW119.63 BTM. C.O.140.0 INV 110.21 TW GUARDRAIL123.78 TW117.11 BTM. 123.78 TW122.81 BTM. 143.0 TG138.0 INV 144.06 TW142.47 BTM. 145.33 TW144.37 BTM. (103.27)B.O.W. (103.29)B.O.W. (103.00)B.O.W. (102.55)B.O.W. (102.06)B.O.W. (101.53)B.O.W. 3.1% 4.8 % 4. 8 % 2.4% 10% 10% 7.3% 2.6% 2.3 % 7.2 % 10% 2% 10 % 1 0 % 10% 10% 10% 10% 10% 5.3% 28 28 22A 28 28 28 28 32 32 22B 22A 4. 8 % 31 3 3 3 3 3 22D 12 3 32 12" 32 12" 1% T Y P . 1% T Y P . 1% TY P . 1. 8 % 31 2:1 M A X . 2:1 107.92FS 8"22B 8" 134.24 TW128.84 BTM. 8"22B 110.1± INV 8" SD106.2± TOP 18" SD 8"22B 1% 121.7 FL 123.61 FS 123.53 FS 123.36 FS 123.50 FS123.75 FS 122.85 FL 8"22B 139.5 FL GRADEDSWALE-TYP. GRADEDSWALE-TYP.SEE SHEETC-0.08 GRADEDSWALE-TYP. 4"22A 4"22A 8"22B 8"22B 8"22B 8"22B 8"22B 8"22B 8"22B 8"22B 185.2 TG183.0 INV 21 181.3 FL 171.9 FL 166.7 FL 160.8 FL 157.6 FL 144.5 FL 133.9 FL 127.7 FL 123.5 FL 176.2 TG174.0 INV8" 21169.7 TG167.0 INV 21 165.5 TG163.0 INV 21 159.7 TG157.0 INV21 150.8 TG148.0 INV 21 137.7 TG135.0 INV 21 132.3 TG130.0 INV21 121.2 TG119.0 INV 21 21 29 38 125.12 FS 1.5 % C.O.-G.B.110.0 INV 37 4"22C 121.0 TG112.0 INV 28 37 4"22A 180.5 TG178.0 INV 28 158.33 TW157.36 BTM. 145.33 TW141.84 BTM.132.97 TW130.74 BTM. 133.61 TW132.01 BTM. H.P.112.20 TW108.71 BTM. 41 36 35 36 DAYLIGHTIN SLOPE116.0 INV 4"22A 35 35 DAYLIGHTIN SLOPE103.0 INV 4"22A 36 110.1 TG108.0 INV 28 35 36 35 36 35 36 DAYLIGHTIN SLOPE147.0± INV 4"22A 36 35 4"22A 35 36 121.4 FL GUARDRAIL120.58 TW115.19 BTM. GUARDRAIL114.65 TW107.35 BTM. 117.2 FL 2:1 MAX . 2:1 MAX . 2:1 MAX . 148.5 FG 20' OFFSET FROMHMP BOUNDARY 20' OFFSET FROMHMP BOUNDARY R/W R/W 126.0 FL 3 WIRE HABITAT FENCEPER LANDSCAPEARCHITECT PLANS 3 WIRE HABITAT FENCEPER LANDSCAPEARCHITECT PLANS 3 WIRE HABITAT FENCEPER LANDSCAPEARCHITECT PLANS 3 WIRE HABITAT FENCEPER LANDSCAPEARCHITECT PLANS 3 WIRE HABITAT FENCEPER LANDSCAPEARCHITECT PLANS 3 WIRE HABITAT FENCEPER LANDSCAPEARCHITECT PLANS 3 WIRE HABITAT FENCEPER LANDSCAPEARCHITECT PLANS 32 32 JOIN*(114.0±) FL JOIN*(113.2±) FL ELEC. LINE10 124.5 FL 119.4 TG117.5 INV28 4"22C 18 18 18 18 18 18 18 GENERAL CONSTRUCTION NOTES 4 3 5 2 20 21 22A PROTECT IN PLACE CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04 CONSTRUCT 6" CONCRETE SURFACE PER LANDSCAPE ARCHITECT PLANS DETAIL 2, SHEET L-2.01 23 24 25 26 27 28 29 CONSTRUCT ATRIUM DRAIN PER DETAIL 21, SHEET C-0.04 CONSTRUCT HEADWALL (INLET) AND TRASH RACK PER DETAIL 22, SHEET C-0.04 CONSTRUCT BIOFILTRATION AREA WITH UNDERDRAIN PER DETAIL 24/25, SHEET C-0.05 CONSTRUCT RESILIENT SURFACE DRAIN PER DETAIL 26, SHEET C-0.04 1 STORM DRAIN CONSTRUCTION NOTES CONSTRUCT CONCRETE WEIR PER DETAIL 27, SHEET C-0.04 6 7 8 CONSTRUCT RESILIENT SURFACE PER LANDSCAPE ARCHITECT PLANS DETAIL 1, SHEET L-2.02 CONSTRUCT 3-FOOT WIDE V-GUTTER (IN PARKING AREAS) PER DETAIL 9, SHEET C-0.039 CONSTRUCT TREE WELL WITH CONCRETE BAND OR SEAT WALL PER LANDSCAPE ARCHITECT PLANS 10 CONSTRUCT INLET AT BROW-DITCH PER DETAIL 28, SHEET C-0.05 CONSTRUCT 36"x36" CATCH BASIN & GRATE (OUTLET) PER DETAIL 24/25, SHEET C-0.05 30 CONSTRUCT CURB PER S.D.R.S.D. STANDARD DETAIL G-01, C.F. PER PLAN CONSTRUCT CURB & GUTTER PER S.D.R.S.D. STANDARD DETAIL G-02, C.F. PER PLAN CONSTRUCT CURB RAMP PER S.D.R.S.D. STANDARD DETAILS G-27 TO G-32B, TYPE PER PLAN 31 CONSTRUCT CATCH BASIN - TYPE 'F'- PER S.D.R.S.D. DWG. NO. D-07 11 LEGEND CONSTRUCT 4" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 CONSTRUCT STORM DRAIN CLEANOUT - TYPE 'A' - PER S.D.R.S.D. DWG. NO. D-09 32 33 34 CONSTRUCT HDPE FITTING PER MANUFACTURER'S RECOMMENDATIONS. SIZE PER PLAN. SEE SHEET C-0.03 12 CONSTRUCT DECORATIVE PAVING SURFACE PER LANDSCAPE ARCHITECT PLANS DETAIL 4, SHEET L-2.01 13 CONSTRUCT 18" STEP-OUT CURB PER DETAIL 13, SHEET C-0.03 14 CONSTRUCT CURB FACE TRANSITION PER DETAIL 14, SHEET C-0.03 22B CONSTRUCT 8" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22C CONSTRUCT 12" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22D CONSTRUCT 18" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% 15 CONSTRUCT LOCAL DEPRESSION, 5-FOOT TRANSITION CONSTRUCT SUBDRAIN PER DETAIL 35, SHEET C-0.05 CONNECT SUBDRAIN TO PVC STORM DRAIN LINE 35 36 CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 37, SHEET C-0.0537 CONSTRUCT CURB INLET - TYPE B - 5-FOOT TRANSITION, PER S.D.R.S.D. STANDARD DETAILD-02, Y=3.5', L=7' UNLESS OTHERWISE SHOWN ON PLAN, WITH STENCIL PER CITY STD. DS-1 REMOVE HEADWALL, INLET, AND/OR INTERFERING SECTION OF PIPE FOR NEW CLEANOUT38 16 LEVEL PAD FOR BUS STOP PER DWG. NO. 546-1 17 CONSTRUCT 18" U-CHANNEL PER DETAIL 17, SHEET C-0.03 CONNECT TO SYNTHETIC SURFACE SUB DRAIN - SEE LANDSCAPE PLANS39 22E CONSTRUCT 24" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-GRATE-FULL 36-36-24 (OR APPROVED EQUAL)40 41 INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-CURB-FULL-24 (OR APPROVED EQUAL) 42 CONSTRUCT DECK DRAIN PER DETAIL 42, SHEET C-0.08 CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04, WRAP GRATE WITH MIRAFI 140N FILTER FABRIC 23A OUTLET PIPE THROUGH ALLAN BLOCK WALL - SEE DETAIL M/66 ON WALL PLANS 43 CONSTRUCT CONCRETE BLANKET PROTECTION FOR PIPES PER S.P.P.W.C. STD. PLAN 225-3 44 CONSTRUCT RIP RAP PER DETAIL 12, SHEET C-0.08 45 CONSTRUCT GRAVITY RETAINING (SPLASH) WALL, TYPE-A, 2-FEET TALL, PER S.D.R.S.D. DWG. NO. C-09 22F CONSTRUCT 30" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% 18 CONSTRUCT ALLAN BLOCK RETAINING WALL - SEE SHEETS 44 TO 59 19 CONSTRUCT RAMP RETAINING WALL - SEE SHEET 61 CIVILENGINEERINGCONSULTING 999 CORPORATE DR., SUITE 100LADERA RANCH, CA 92694p: 949.463.8822e: tec@civtec.net September 9, 2025 VETERANS MEMORIAL PARKFARADAY AVE./WHITMAN WAY 26 0 10 20 40 SCALE: 1" = 20' S E SHEET C-1.13 MA T C H L I N E - S E E S H E E T C - 1 . 1 4 MATCH LINE - SEE SHEET C-1.10 MATCH LINE - SEE SHEET C-1.15 MA T C H L I N E - S E E S H E E T C - 1 . 0 9 FA R A D A Y A V E . G G SECTION G-G NOT TO SCALE PROP.DECORATIVEPAVING H H SE E S H E E T C - 1 . 1 5 NOTE TO CONTRACTOR: ALL GRADING AND EARTHWORK IS TO BE DONE INACCORDANCE WITH THE EARTHWORK SPECIFICATIONAND AS DIRECTED BY THE GEOTECHNICAL ENGINEER. * NOTE TO CONTRACTOR: CONTRACTOR TO VERIFY ELEVATION PRIOR TOCONSTRUCTION AND NOTIFY CIVIL ENGINEERIMMEDIATELY OF ANY DISCREPANCY. NOTE TO CONTRACTOR: LOCATE ALL EXISTING UTILITIES AS A FIRST ITEM OF WORKAND PROTECT THEM IN PLACE AS REQUIRED. PRECISE GRADING PLAN 2% PROP. 2:1MAX. SLOPE PROP. 2:1MAX. SLOPE 1% 23' PROP. GUARDRAIL WHENTOP OF WALL TO BOTTOM OFWALL IS OVER 2.5-FEET- SEE LANDSCAPE PLANSDETAIL 6, SHEET L-2.05 TW PER PLAN BTM. PER PLAN 2.7' SEE DETAIL 'A' SHEET C-1.03 FORTYPICAL BROW DITCH TO CATCHBASIN TYPE 'F' TRANSITION PROP. ALLAN BLOCK RETAININGWALL - K1-SEE SHEET 50 PROP. 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I ,; - i; : ~ 8 z !! l ~ !l "! , ,, . 0 '. : : : "! ► P' ~ !c i m ~ -C, '" < m I; ; § ~ Q i; ; m z §! z m m .. 0 8 z -i z ~ :, : m -;; ; ~ C, :e :a :, : .. ~ m ~ 5 Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025 108.0 FS 109.48 FS HP110.0 FS 109.80 FS LIMITS OF GRADINGAND ORANGE FENCE ORANGE FENCE HMPBOUNDARY BOUNDARY 103.5 TG99.0 INV 12"108.5 TG103.0 INV 12" 110.5 TG108.35 INV LIMITS OFGRADING ANDORANGE FENCE 106.35 FS 109.2 TG107.2 INV 110.9 TG108.0 INV 109.3 TG107.1 INV 112.0 TG107.5 INV 111.36 FS 111.11 FS 107.2 TG104.5 INV 106.5 TG104.3 INV 107.05 FS106.80 FS 107.2 TG104.0 INV2.2% 2.5% 1.8% 41 3 22C 41 22C 3 3 3 3 12 3 20 32 32 32 32 32 21 21 21 21 1 % TY P . 1% TYP. 3.5% 21 21 21 2:1 2:1 2: 1 106.45 FS 106.45 FS 106.0 TG104.5 INV 21 4"22A 1% TYP . 1% TY P . 109.0 FS 109.58 FS 109.58 FS 110.35 FS 2: 1 111.0 FL 111.80 FS 111.70 FS 111.80 FS 111.85 FS 111.95 FS 112.05 FS 8"@5.4%22B 8"@2.9%22B 112.00 FS 4:1111.42 FS 109.50 FS 4 : 1 3:1 109.50 FS 8"22B 8"22B C.O.-G.B.105.0 INV 37 113.8 INV 134.24 TW128.84 BTM. HP109.5 FL 110.00 FL32 4"22A 121.2 TG119.0 INV 21 107.5 TG105.0 INV21 132.97 TW130.74 BTM. 133.61 TW132.01 BTM. 4.1% 111.00 FS EXIST. TRAIL HMPBOUNDARY 20' OFFSET FROMHMP BOUNDARY LIMITS OF GRADINGAND ORANGE FENCE22'± OFFSET FROMHMP BOUNDARY EXIST. TRAIL HMPBOUNDARY EXIST. TRAIL 32 112.50 FS 1% 114.5 FL 1. 7 % 1.7% 111.8 FG HMPBOUNDARY LIMITS OF GRADINGAND ORANGE FENCE 20' OFFSET FROMHMP BOUNDARY 108.0 FS 110.35 FL 3 WIRE HABITAT FENCEPER LANDSCAPEARCHITECT PLANS 3 WIRE HABITAT FENCEPER LANDSCAPEARCHITECT PLANS 3 WIRE HABITAT FENCEPER LANDSCAPEARCHITECT PLANS 3 WIRE HABITAT FENCEPER LANDSCAPEARCHITECT PLANS 3 WIRE HABITAT FENCEPER LANDSCAPEARCHITECT PLANS 31 31 109.65 FL 111.2 FL 111.25 FL GENERAL CONSTRUCTION NOTES 4 3 5 2 20 21 22A PROTECT IN PLACE CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04 CONSTRUCT 6" CONCRETE SURFACE PER LANDSCAPE ARCHITECT PLANS DETAIL 2, SHEET L-2.01 23 24 25 26 27 28 29 CONSTRUCT ATRIUM DRAIN PER DETAIL 21, SHEET C-0.04 CONSTRUCT HEADWALL (INLET) AND TRASH RACK PER DETAIL 22, SHEET C-0.04 CONSTRUCT BIOFILTRATION AREA WITH UNDERDRAIN PER DETAIL 24/25, SHEET C-0.05 CONSTRUCT RESILIENT SURFACE DRAIN PER DETAIL 26, SHEET C-0.04 1 STORM DRAIN CONSTRUCTION NOTES CONSTRUCT CONCRETE WEIR PER DETAIL 27, SHEET C-0.04 6 7 8 CONSTRUCT RESILIENT SURFACE PER LANDSCAPE ARCHITECT PLANS DETAIL 1, SHEET L-2.02 CONSTRUCT 3-FOOT WIDE V-GUTTER (IN PARKING AREAS) PER DETAIL 9, SHEET C-0.039 CONSTRUCT TREE WELL WITH CONCRETE BAND OR SEAT WALL PER LANDSCAPE ARCHITECT PLANS 10 CONSTRUCT INLET AT BROW-DITCH PER DETAIL 28, SHEET C-0.05 CONSTRUCT 36"x36" CATCH BASIN & GRATE (OUTLET) PER DETAIL 24/25, SHEET C-0.05 30 CONSTRUCT CURB PER S.D.R.S.D. STANDARD DETAIL G-01, C.F. PER PLAN CONSTRUCT CURB & GUTTER PER S.D.R.S.D. STANDARD DETAIL G-02, C.F. PER PLAN CONSTRUCT CURB RAMP PER S.D.R.S.D. STANDARD DETAILS G-27 TO G-32B, TYPE PER PLAN 31 CONSTRUCT CATCH BASIN - TYPE 'F'- PER S.D.R.S.D. DWG. NO. D-07 11 LEGEND CONSTRUCT 4" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 CONSTRUCT STORM DRAIN CLEANOUT - TYPE 'A' - PER S.D.R.S.D. DWG. NO. D-09 32 33 34 CONSTRUCT HDPE FITTING PER MANUFACTURER'S RECOMMENDATIONS. SIZE PER PLAN. SEE SHEET C-0.03 12 CONSTRUCT DECORATIVE PAVING SURFACE PER LANDSCAPE ARCHITECT PLANS DETAIL 4, SHEET L-2.01 13 CONSTRUCT 18" STEP-OUT CURB PER DETAIL 13, SHEET C-0.03 14 CONSTRUCT CURB FACE TRANSITION PER DETAIL 14, SHEET C-0.03 22B CONSTRUCT 8" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22C CONSTRUCT 12" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22D CONSTRUCT 18" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% 15 CONSTRUCT LOCAL DEPRESSION, 5-FOOT TRANSITION CONSTRUCT SUBDRAIN PER DETAIL 35, SHEET C-0.05 CONNECT SUBDRAIN TO PVC STORM DRAIN LINE 35 36 CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 37, SHEET C-0.0537 CONSTRUCT CURB INLET - TYPE B - 5-FOOT TRANSITION, PER S.D.R.S.D. STANDARD DETAILD-02, Y=3.5', L=7' UNLESS OTHERWISE SHOWN ON PLAN, WITH STENCIL PER CITY STD. DS-1 REMOVE HEADWALL, INLET, AND/OR INTERFERING SECTION OF PIPE FOR NEW CLEANOUT38 16 LEVEL PAD FOR BUS STOP PER DWG. NO. 546-1 17 CONSTRUCT 18" U-CHANNEL PER DETAIL 17, SHEET C-0.03 CONNECT TO SYNTHETIC SURFACE SUB DRAIN - SEE LANDSCAPE PLANS39 22E CONSTRUCT 24" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-GRATE-FULL 36-36-24 (OR APPROVED EQUAL)40 41 INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-CURB-FULL-24 (OR APPROVED EQUAL) 42 CONSTRUCT DECK DRAIN PER DETAIL 42, SHEET C-0.08 CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04, WRAP GRATE WITH MIRAFI 140N FILTER FABRIC 23A OUTLET PIPE THROUGH ALLAN BLOCK WALL - SEE DETAIL M/66 ON WALL PLANS 43 CONSTRUCT CONCRETE BLANKET PROTECTION FOR PIPES PER S.P.P.W.C. STD. PLAN 225-3 44 CONSTRUCT RIP RAP PER DETAIL 12, SHEET C-0.08 45 CONSTRUCT GRAVITY RETAINING (SPLASH) WALL, TYPE-A, 2-FEET TALL, PER S.D.R.S.D. DWG. NO. C-09 22F CONSTRUCT 30" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% 18 CONSTRUCT ALLAN BLOCK RETAINING WALL - SEE SHEETS 44 TO 59 19 CONSTRUCT RAMP RETAINING WALL - SEE SHEET 61 CIVILENGINEERINGCONSULTING 999 CORPORATE DR., SUITE 100LADERA RANCH, CA 92694p: 949.463.8822e: tec@civtec.net September 9, 2025 VETERANS MEMORIAL PARKFARADAY AVE./WHITMAN WAY 27 0 10 20 40 SCALE: 1" = 20' S E SHEET C-1.14 MATCH LINE - SEE SHEET C-1.12 MA T C H L I N E - S E E S H E E T C - 1 . 1 3 MATCH LINE - SEE SHEET C-1.15 MATCH LINE - SEE SHEET C-1.16 MATC H L I N E - S E E S H E E T C - 1 . 1 7 NOTE TO CONTRACTOR: ALL GRADING AND EARTHWORK IS TO BE DONE INACCORDANCE WITH THE EARTHWORK SPECIFICATIONAND AS DIRECTED BY THE GEOTECHNICAL ENGINEER. * NOTE TO CONTRACTOR: CONTRACTOR TO VERIFY ELEVATION PRIOR TOCONSTRUCTION AND NOTIFY CIVIL ENGINEERIMMEDIATELY OF ANY DISCREPANCY. NOTE TO CONTRACTOR: LOCATE ALL EXISTING UTILITIES AS A FIRST ITEM OF WORKAND PROTECT THEM IN PLACE AS REQUIRED. PRECISE GRADING PLAN N N SECTION N-N NOT TO SCALE 10.5' PROP. MOW CURBWITH COBBLE- SEE LANDSCAPEPLANS PROP. 5" D.G./3" A.B. WALK 3-WIRE HABITAT FENCE- SEE LANDSCAPE PLANS 3-WIRE HABITAT FENCE- SEE LANDSCAPE PLANSDETAIL 5, SHEET L-2.04 EXISTING GRADE SEE DETAIL 'A' SHEET C-1.03 FORTYPICAL BROW DITCH TO CATCHBASIN TYPE 'F' TRANSITION SEE DETAIL 'A' SHEET C-1.03 FORTYPICAL BROW DITCH TO CATCHBASIN TYPE 'F' TRANSITION 3 3 1% JN NF • • I I I I ••• • ~ ~+i ~ + +~+ + --v:: -_,.., / / +~-• • • +++++a +++++++ + + + + \ / / / / I JI I I / / ~ ---'--.....__ ib ~ .....____ =~ ✓-~~ • • • • d,/0"'f'-:--" "'"' ;; V VV ~VVV' VVV vvvvvv vvv vv ..,vvvv~ vvv DAlE INITIAL ENGINEER OF WORK 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 REVISION DESCRIPTION CONSTRUCT 4" A.C./12" A.B. PAVEMENT {DRIVE AISLES) -SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R-VALUE TEST CONSTRUCT 5" D.G. /3" A.B. SURFACE DETAIL 3, SHEET C-0.08 AND LANDSCAPE ARCHITECT PLANS DETAIL 5, SHEET L-2.01 CONSTRUCT 4" A.C./6" A.B. PAVEMENT (PARKING STALLS) -SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R,VALUETEST CONSTRUCT BROW DITCH , TYPE 'B', PER S.D.R.S.D. DWG. NO. D-75, MOD. WIDTH PER PLAN, DEPTH = 6" UNLESS OTHERWISE SHOWN DAlE INITIAL DAlE INITIAL DlHER APPROVAL CITY APPROVAL I SHEET I CITY OF CARLSBAD ENGINEERING DEPARTMENT GRADING PLANS FOR: GR2023-0042 APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 26 OWN BY: PROJECT NO. CHKD BY: __ _ RVWD BY: CUP2021-0014 DATE DRAWING NO. 546-1A Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025 138.0 FS 134.2 FS 114.7 FS 112.8 FS 106.0 FS 108.0 FS 116.9 FS 121.5 FS 128.0 FS 132.6 FS 0" CF105.71 FS 100.70 TC100.20 FS 80.00 FS 107.56 FS107.27CONC. 107.05 FS106.76CONC.LIMITS OFGRADING LIMITS OF GRADINGAND ORANGE FENCE H.P.GUARDRAIL117.92 TW108.71 BTM. 110.29 TW106.80 BTM. GUARDRAIL 103.54 BTM. 99.0 INV 113.47 TW111.25 BTM. 110.93 TW109.98 BTM. 112.5 TG108.0 INV 4" 12" 8 . 0 ' 10.0' 99.4 TG96.5 INV 12" 2 6 . 0 ' 12" 4" 79.5 TG78.5 INV 82.67 TG78.75 INV IN78.7 INV OUT 81.33 INV 81.33 INV 81.33 INV 14.0 ' 106.95FS 100.35 TC99.85 FS 101.84 TC101.34 FS 102.73 TC102.23 FS 104.00 TC103.50 FS 104.75 TC104.25 FS 105.70 TC105.20 FS 105.51 TC105.01 FS 106.10 TC105.60 FS 105.85 TC105.35 FS 106.03 TC105.53 FS 105.75 TC105.25 FS 105.97 TC104.47 FS 0" CF105.29 FS 105.05 FL 104.35 TC103.85 FS 102.40 TC101.90 FS 101.85 TC101.35 FL 99.81 TC99.31 FS 106.30FS 99.43 TC98.93 FL BASIN 'H'81.0 SURFACE78.75 SUBDRAIN OUT78.50 BOT. GUARDRAIL85.09 TW77.79 BTM. GUARDRAIL85.09 TW 110.21 TW108.61 BTM. C.O.102.0 INV 106.61 FS 81.33 INV 84.3 TG82.0 INV 106.40 FS 106.35 FS 78.33 INV (101.53)B.O.W. (101.07)B.O.W. (100.66)B.O.W. (100.17)B.O.W. (98.10)B.O.W. (97.49)B.O.W. 107.05 FS106.63 TG102.45 INV 107.05 FS106.63 TG103.15 INV 107.20 FS106.91CONC. 107.38 FS107.09CONC. 107.2 TG104.5 INV 106.5 TG104.3 INV 107.11 FS 107.05 FS106.80 FS 106.48FS 106.48FS 4 . 8 % 6.2% 2.3% 7.5% 2.4% 4% 2.2% 12 % 12% 3.5% 10 % 1 0 % 4 1 1 1 28 32 22A 4. 8 % 3 3 3 3 22C 28 2 2 6 6 6 6 6 6 6 6 5 5 5 5 12 12 2 2 2 9 9 9 2 2 3 3 22C 3 2 22C 3 32 32 3 28 24 23A 23A 23A 3.7% 25 32 12" 1% T Y P . 1% T Y P . 32 23 28 23 26 26 1% 21 21 1% TY P . 4.8% 3 . 2 % 4.2% 2:1 2:1 M A X . 2 : 1 2:1 PROP. BLDG.106.50 FF**106.08 PAD 107.92FS 102.19FS 13TYP. 13TYP. 2: 1 106.45 FS 106.45 FS 106.45 FS 106.45 FS 106.0 TG104.5 INV 21 105.8 TG103.8 INV21 1.5% 1.5% LP106.10 FS 105.9 TG103.5 INV211% 1.5 % 14 106.51 FS 106.99 FS 106.89 FS 4.8% 1% 14 105.96 TC105.46 FS 106.05 TC105.55 FS 105.42 TC104.92 FS 105.45 TC104.95 FS 106.25 FS 106.20 TC105.70 FS 1.8% 1.8 % 1% 1.9% 1.8%105.91 FS 105.83 FS 105.98 FS 105.56 FS 105.59 FS 104.77 TC104.27 FS 104.84 TC104.34 FS105.11 FS 105.04 FS 104.46 FS 104.46 FS 104.54 FS 104.62 FS 103.87 FS 103.77FS 103.50 TC103.00 FS 103.60 TC103.10 FS 104.27 TC103.77 FS 104.06 TC103.56 FS 103.36 FL 104.14 TC103.64 FS 1. 3 % 1.8% 1.5 % 1 . 8 % 4.8 % 1% 4.8 % 3.1% 4.6% 1.8% 4.8% 4.8% 1.8% 1 . 8 % 1 . 8 % 1 . 8 % 1 . 8 % 1. 8 % 1. 8 % 103.45 FL 103.92 TC103.25 FL103.89 TC103.22 FL CB #697.00 INV OUT97.30 INV IN 3015 102.61FL 104.10 FL 4% 1. 5 %1% 1 . 5 % 3.1% 2 % 3.4%3.4%1 . 5 % 1 % 4.6% 2 . 6 % 3.5% 4 % 3. 5 % 3% 1% 3.7% 1 . 5 % 102.19 TC101.69 FS 101.89 TC101.39 FS 102.10 TC101.60 FS 99.65 TC99.15 FL 100.08 FS 99.18 TC98.68 FL98.84 FS 98.98 TC98.48 FL 99.10 TC98.43 FL 99.34 TC98.67 FL CB #594.00 INV OUT95.30 INV IN 3015 100.88 FS 102.17 TC101.67 FS 101.82 TC101.32 FS 102.38 TC101.88 FS 104.40 TC103.90 FS 103.93 TC103.43 FS 104.26 TC103.76 FS 105.83 TC105.33 FS 105.41 TC104.91 FS 105.91 TC105.41 FS 105.77 TC105.27 FS 106.30 FS 106.08 FS 106.28 FS 106.09 FS 105.88 FS 105.8 TG103.5 INV 21 105.5 TG100.5 INV12" 21 100.03 FL 2.1% HP106.3 FG 4"22A 4"22A 1% TY P . 109.0 FS 4"22A 4"22A 107.05 FS106.76CONC. 39 107.50 FS 21 12"22C 12"22C 12"22C 12"22C 4"22A 4"22A C.O.75.75 INV37 80.14FS 80.14 FS 80.00 FS 4"22A 4"22A 12"22C 12"22C 22A 8"22B 8"22B 8"22B 4"22A 8"22B C.O.-G.B.105.0 INV 37 PROP . D R I V E W A Y AND S T R E E T C U R B P E R DWG . 5 5 0 - 8 , C I P 6 0 9 9 C.O.98.0 INV12" 37 C.O.-G.B.96.4 INV12" 37 C.O.-G.B.97.8 INV12" 37 C.O.-G.B.97.0 INV12" 37 37 TRANS. PERELEC. PLANS 107.12 FS 107.60 FS 107.40 FS 107.22 FS 109.0 FS GRADEDSWALE-TYP. GRADEDSWALE-TYP. 4"22A 4"22A 8"22B 8"22B 8"22B 8"22B 133.9 FL 127.7 FL 123.5 FL 116.6 FL 112.5 FL 132.3 TG130.0 INV21 125.2 TG123.0 INV 21 121.2 TG119.0 INV 21 107.5 TG105.0 INV21 114.4 TG112.0 INV 21 C.O.-G.B.93.0 INV12" 37 GUARDRAIL83.82 TW77.79 BTM. GUARDRAIL84.46 TW77.79 BTM. 1% TYP. 3.7% 0.5% 99.58 FS 99.54 FS99.66 FS 99.56 TC99.06 FL99.22 FS 2 3 99.10 FS 98.83 FS 98.75 FS JOIN(98.3) FS 98.35 FS 97.85 FL 4 . 9 % H.P.112.20 TW108.71 BTM. 107.9 TG103.0 INV 108.39 TW106.17 BTM. 28 105.0 TG102.75 INV 105.84 TW104.25 BTM. 28 40 35 DAYLIGHTIN SLOPE103.0 INV 4"22A 36 110.1 TG108.0 INV 28 36 36 35 36 35 35 35 35 36 98.1± INV 12" SD93.8± TOP 12" SD 105.5 TG102.5 INV 102.5 TG100.0 INV 98.0 TG96.0 INV 98.0 TG95.0 INV 98.0 TG95.7 INV 98.0 TG95.7 INV 99.0 TG96.0 INV 90.5 TG87.5 INV 97.75 TG94.2 INV 97.0 TG94.0 INV 100.0 TG97.0 INV 103.9 TG97.0 INV 97.5 TG94.0 INV 101.0 TG96.0 INV 4"22A 84.15 INV12" 88.3 INV12" 4"22A 4"22A 86.5 INV12" 92.0 INV12" 94.7 INV12" 96.9± INV 4" SD96.2± TOP 12" SD 4"22A 4"22A 4"22A 4"22A 4"22A GUARDRAIL85.09 TW77.79 BTM. GUARDRAIL85.09 TW77.79 BTM. 117.2 FL 4"22A 11 TYP. 11 TYP. 148.5 FG 108.0 FS 39 107.2 TG104.2 INV C.O.78.75 INV37 R/W R/W 89.5 FL 44 TYP. 92.0 TG89.0 INV4"22A C.O.-G.B.81.85 INV 37 C.O.-G.B.81.85 INV 37 C.O.-G.B.81.85 INV37 C.O.-G.B.81.85 INV37 101.5 FL SIGHTDISTANCETRIANGLE SIGHTDISTANCETRIANGLE 4"22A 99.0 TG97.0 INV21 99.46 FS 1.3% NOTE TO CONTRACTOR: ·GRADES SHOWN HEREON AREFOR ROUGH GRADING ONLY. ·FINAL GRADING PER BIKE PARKPLANS ·SEE BIKE PARK PLANS FORGRATE INLET CALL OUT WITHINBIKE PARK. 18 18 18 18 0" CF105.16 FS 104.78 FS104.62 FL 105.43 FS 4" CF105.32 TC104.99 FS GENERAL CONSTRUCTION NOTES 4 3 5 2 20 21 22A PROTECT IN PLACE CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04 CONSTRUCT 6" CONCRETE SURFACE PER LANDSCAPE ARCHITECT PLANS DETAIL 2, SHEET L-2.01 23 24 25 26 27 28 29 CONSTRUCT ATRIUM DRAIN PER DETAIL 21, SHEET C-0.04 CONSTRUCT HEADWALL (INLET) AND TRASH RACK PER DETAIL 22, SHEET C-0.04 CONSTRUCT BIOFILTRATION AREA WITH UNDERDRAIN PER DETAIL 24/25, SHEET C-0.05 CONSTRUCT RESILIENT SURFACE DRAIN PER DETAIL 26, SHEET C-0.04 1 STORM DRAIN CONSTRUCTION NOTES CONSTRUCT CONCRETE WEIR PER DETAIL 27, SHEET C-0.04 6 7 8 CONSTRUCT RESILIENT SURFACE PER LANDSCAPE ARCHITECT PLANS DETAIL 1, SHEET L-2.02 CONSTRUCT 3-FOOT WIDE V-GUTTER (IN PARKING AREAS) PER DETAIL 9, SHEET C-0.039 CONSTRUCT TREE WELL WITH CONCRETE BAND OR SEAT WALL PER LANDSCAPE ARCHITECT PLANS 10 CONSTRUCT INLET AT BROW-DITCH PER DETAIL 28, SHEET C-0.05 CONSTRUCT 36"x36" CATCH BASIN & GRATE (OUTLET) PER DETAIL 24/25, SHEET C-0.05 30 CONSTRUCT CURB PER S.D.R.S.D. STANDARD DETAIL G-01, C.F. PER PLAN CONSTRUCT CURB & GUTTER PER S.D.R.S.D. STANDARD DETAIL G-02, C.F. PER PLAN CONSTRUCT CURB RAMP PER S.D.R.S.D. STANDARD DETAILS G-27 TO G-32B, TYPE PER PLAN 31 CONSTRUCT CATCH BASIN - TYPE 'F'- PER S.D.R.S.D. DWG. NO. D-07 11 LEGEND CONSTRUCT 4" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 CONSTRUCT STORM DRAIN CLEANOUT - TYPE 'A' - PER S.D.R.S.D. DWG. NO. D-09 32 33 34 CONSTRUCT HDPE FITTING PER MANUFACTURER'S RECOMMENDATIONS. SIZE PER PLAN. SEE SHEET C-0.03 12 CONSTRUCT DECORATIVE PAVING SURFACE PER LANDSCAPE ARCHITECT PLANS DETAIL 4, SHEET L-2.01 13 CONSTRUCT 18" STEP-OUT CURB PER DETAIL 13, SHEET C-0.03 14 CONSTRUCT CURB FACE TRANSITION PER DETAIL 14, SHEET C-0.03 22B CONSTRUCT 8" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22C CONSTRUCT 12" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22D CONSTRUCT 18" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% 15 CONSTRUCT LOCAL DEPRESSION, 5-FOOT TRANSITION CONSTRUCT SUBDRAIN PER DETAIL 35, SHEET C-0.05 CONNECT SUBDRAIN TO PVC STORM DRAIN LINE 35 36 CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 37, SHEET C-0.0537 CONSTRUCT CURB INLET - TYPE B - 5-FOOT TRANSITION, PER S.D.R.S.D. STANDARD DETAILD-02, Y=3.5', L=7' UNLESS OTHERWISE SHOWN ON PLAN, WITH STENCIL PER CITY STD. DS-1 REMOVE HEADWALL, INLET, AND/OR INTERFERING SECTION OF PIPE FOR NEW CLEANOUT38 16 LEVEL PAD FOR BUS STOP PER DWG. NO. 546-1 17 CONSTRUCT 18" U-CHANNEL PER DETAIL 17, SHEET C-0.03 CONNECT TO SYNTHETIC SURFACE SUB DRAIN - SEE LANDSCAPE PLANS39 22E CONSTRUCT 24" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-GRATE-FULL 36-36-24 (OR APPROVED EQUAL)40 41 INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-CURB-FULL-24 (OR APPROVED EQUAL) 42 CONSTRUCT DECK DRAIN PER DETAIL 42, SHEET C-0.08 CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04, WRAP GRATE WITH MIRAFI 140N FILTER FABRIC 23A OUTLET PIPE THROUGH ALLAN BLOCK WALL - SEE DETAIL M/66 ON WALL PLANS 43 CONSTRUCT CONCRETE BLANKET PROTECTION FOR PIPES PER S.P.P.W.C. STD. PLAN 225-3 44 CONSTRUCT RIP RAP PER DETAIL 12, SHEET C-0.08 45 CONSTRUCT GRAVITY RETAINING (SPLASH) WALL, TYPE-A, 2-FEET TALL, PER S.D.R.S.D. DWG. NO. C-09 22F CONSTRUCT 30" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% 18 CONSTRUCT ALLAN BLOCK RETAINING WALL - SEE SHEETS 44 TO 59 19 CONSTRUCT RAMP RETAINING WALL - SEE SHEET 61 PROP. BROW DITCH CIVILENGINEERINGCONSULTING 999 CORPORATE DR., SUITE 100LADERA RANCH, CA 92694p: 949.463.8822e: tec@civtec.net September 9, 2025 VETERANS MEMORIAL PARKFARADAY AVE./WHITMAN WAY 28 0 10 20 40 SCALE: 1" = 20' S E SHEET C-1.15 MA T C H L I N E - S E E S H E E T C - 1 . 1 6 MATCH LINE - SEE SHEET C-1.13 F A R A D A Y A V E . MATCH LINE - SEE SHEET C-1.14 MATCH LI N E - S E E S H E E T C - 1 . 1 8 MATCH LI N E - S E E S H E E T C - 1 . 1 8 H H NOTE TO CONTRACTOR: ALL GRADING AND EARTHWORK IS TO BE DONE INACCORDANCE WITH THE EARTHWORK SPECIFICATIONAND AS DIRECTED BY THE GEOTECHNICAL ENGINEER. * NOTE TO CONTRACTOR: CONTRACTOR TO VERIFY ELEVATION PRIOR TOCONSTRUCTION AND NOTIFY CIVIL ENGINEERIMMEDIATELY OF ANY DISCREPANCY. ** NOTE TO CONTRACTOR: VERIFY STRUCT. SLAB SECTION [ASSUMED 5" PCC /VAPOR BARRIER / COMPACTED FILL] W/STRUCTURALDRAWINGS AND SOILS ENGINEER'S REPORT PRIOR TOCONSTRUCTION AND NOTIFY CIVIL ENGINEERIMMEDIATELY OF ANY DISCREPANCY. NOTE TO CONTRACTOR: LOCATE ALL EXISTING UTILITIES AS A FIRST ITEM OF WORKAND PROTECT THEM IN PLACE AS REQUIRED. PRECISE GRADING PLAN O O P P SECTION P-P NOT TO SCALE 44'18' PROP.SIDEWALK PROP.CURB PROP. 2:1MAX. SLOPE SECTION O-O NOT TO SCALE PROP.PAVEMENT 26' PROP.CURB PROP.CURB 15'10' PROP. 2:1MAX. SLOPE PROP.SWALE PROP.PAVEMENT PROP.PAVEMENT PROP.V-GUTTER PROP.SIDEWALK PROP.CURB 18' PROP.PAVEMENT616 6 5 1 5 6 2 9 2 1:1 INFLUENCE LINE PROP. 2:1MAX. SLOPE PROP. 2:1MAX. SLOPE PROP. GUARDRAIL WHEN TOP OF WALL TOBOTTOM OF WALL IS OVER 2.5-FEET- SEE LANDSCAPE PLANS DETAIL 6, SHEET L-2.05 TW PER PLAN BTM. PER PLAN PROP. GUARDRAIL WHEN TOP OF WALL TOBOTTOM OF WALL IS OVER 2.5-FEET- SEE LANDSCAPE PLANS DETAIL 6, SHEET L-2.05 TW PER PLAN PROP. BROW DITCH BTM. PER PLAN PROP. 5" D.G./3" A.B. WALK 4.7'± PROP. BROW DITCH PROP. ALLAN BLOCK RETAININGWALL - S-2-SEE SHEET 53 PROP. SUBDRAIN 35 PROP. SUBDRAIN 35PROP. ALLAN BLOCKRETAINING WALL - S-1-SEE SHEET 53 32 3 32 108.7± FG 111.2± FG 1% 14'5.5' SECTION H-H NOT TO SCALE 32 JN NF ~ ~~ :,,, •, "1 \ 0 \ 1 ~-, ~\\ 'Ii ~~)f':_ , "1,c "'<- '/ "'<- '4 '4 10 • t·.;, 99. t _ "'<-/ ,1~~-_,_-1:___....--- • • -.. ++++++ '7 -.u,,_ '---~'----, ~ ;,;2.:~::'::'.~f'.~~~~-=-=--:__=~--:__=~\ ~ ' \ -- \ ·-- ,, z; J._ II ..,,;::;..;;;;;;;;;;;; ,, , I 1/" ---- 1: , '-11--0 X I \,"@?'- ,---·--, ,--~ / 0 , -1il>G--=-::-' ~,o , 1 7 'el, '\ 771 -,;;( \1----- I I , I 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 CONSTRUCT 4" A.C,/12" A.B. PAVEMENT (DRIVE AISLES) -SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R-VALUE TEST CONSTRUCT 5" D.G. /3" A.B. SURFACE DETAIL 3, SHEET C-0.08 AND LANDSCAPE ARCHITECT PLANS DETAIL 5, SHEET L,2,01 CONSTRUCT 4" A.C,/6" A.B. PAVEMENT (PARKING STALLS) -SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R,VALUETEST CONSTRUCT BROW DITCH , TYPE 'B', PER S.D.R.S.D. DWG. NO. D-75, MOD. WIDTH PER PLAN, DEPTH = 6" UNLESS OTHERWISE SHOWN t-----+---+-------------+---+----+----+----t I SHEET I CITY OF CARLSBAD ~1 ;:::::::::::::::::::::'...:::::::::::::::::::::E::::N::::Gl=N:::EE:::R=IN=G:::::::::D:::EP=A=RT=M:::E:::N=T==~~==::::::: DA 1E INITIAL DAlE INITIAL DAlE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DlHER APPROVAL CITY APPROVAL GRADING PLANS FOR: GR2023-0042 APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 26 DATE OWN BY: PROJECT NO. CHKD BY: __ _ RVWD BY: CUP2021-0014 DRAWING NO. 546-1A Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025 107.0 FS 108.00 FS 109.48 FS 0" CF105.71 FS 113.90FS 117.85FS HP110.0 FS 107.56 FS107.27CONC. 107.05 FS106.76CONC. 109.80 FS LIMITS OF GRADINGAND ORANGE FENCE 103.5 TG99.0 INV 110.50 FS 110.75 FS 12"108.5 TG103.0 INV 12" 12" 10.0' 8"@6% 110.5 TG108.35 INV 115.0 TG110.0 INV 106.95FS 105.97 TC104.47 FS 0" CF105.29 FS 106.30FS BASIN 'H'81.0 SURFACE78.75 SUBDRAIN OUT GUARDRAIL85.09 TW77.79 BTM. 106.61 FS 106.40 FS STORM DRAIN LINE 'B-1'SEE SHEET C-2.02 FOR SDPLAN/PROFILE STORM DRAIN LINE 'B'SEE SHEET C-2.04 FORSD PLAN/PROFILE STORM DRAIN LINE 'B'SEE SHEET C-2.03 FORSD PLAN/PROFILE STORM DRAIN LINE 'B'SEE SHEET C-2.03 FORSD PLAN/PROFILE 112.5 TG109.25 INV 109.75 TG106.0 INV 108.0 TG105.6 INV 107.1 TG103.15 INV 107.5 TG105.2 INV 107.5 TG104.15 INV12" 107.5 TG105.5 INV 108.0 TG105.0 INV12" 108.4 TG106.0 INV 109.2 TG107.2 INV 110.9 TG108.0 INV 113.75 TG108.1 INV 108.6 TG107.1 INV C.O.100.00 INV12" 108.2 TG105.0 INV 109.3 TG107.1 INV 112.0 TG107.5 INV 107.9 FS/TG106.1 INV 8" 108.80 FS107.8 TG106.8 INV 108.25 FS107.25 TG105.4 INV 107.7 FS/TG105.2 INV108.0 FS107.0 TG105.05 INV 107.70 FS106.7 TG104.85 INV 113.22 FS 115.52 FS 115.42 FS 115.42 FS115.52 FS 115.67 FS 115.75 FS 115.74 FS 115.64 FS 115.05 FS114.95 FS 114.85 FS 114.50 FS 114.33 FS 114.22 FS 107.05 FS106.76CONC. 107.20 FS106.78 TG101.25 INV 8" 106.6 TG100.95 INV 107.05 FS106.63 TG102.45 INV 107.05 FS106.63 TG103.15 INV 107.20 FS106.91CONC. 107.38 FS107.09CONC. 113.24 FS 112.97 FS 110.27 FS110.04 FS 108.70 FS 108.41 FS 107.55 FS 107.75 FS 107.85 FS 107.71 FS106.42CONC. 107.50 FS107.21CONC. 108.60 FS 108.85 FS 111.36 FS 111.11 FS 108.50 FS 108.9 FS 107.80 FS107.51CONC. 108.4 FS 107.30 FS107.01CONC. 107.34FS 107.42 FS 107.4 TG102.1 INV 8" 107.4 TG103.2 INV 107.2 TG103.1 INV 107.2 TG104.5 INV 106.5 TG104.3 INV 107.56 FS107.27CONC. 107.11 FS 107.05 FS106.80 FS 107.2 TG104.0 INV2.2% 2.5% 4. 8 % 1.3 % 4. 8 % 4% 4.8% 4.7% 4. 7 % 2. 1 % 1.8% 4 4 22C 41 22C 5 12 2 2 2 2 2 22C 2 2 3 3 3 3 3 3 2 12 3 12 3 3 22B 20 20 25 32 32 32 32 32 21 21 21 21 21 21 21 21 21 21 21 21 21 37 21 21 21 20 33 3320 33 33 1% TYP . 1% TYP. 1 % TY P . 1% TYP. 1%TYP. 1%TYP. 1 % T Y P . 1% TYP. 1%TYP. 1%TYP. 1%1% TYP. 1 % T Y P . 4.7 % 1% 26 2126 26 1% 4.7% 3:1 1.8 % 1.8% 1.8 % 1 . 8 % 4. 7 % 3.5% 3.3 % 1% TYP. 21 2121 21 21 1% TYP. 1% TY P . 4.8% 3 . 2 % 4.2% 21 2:1 106.45 FS 106.0 TG104.5 INV 21 105.8 TG103.8 INV1.5% 106.10 FS 105.9 TG103.5 INV 14 106.51 FS 106.99 FS 106.89 FS 4.8% 1% 106.25 FS 106.20 TC105.70 FS 1.8% 1.8 % 1.8%105.91 FS 105.83 FS 105.98 FS 105.56 FS 2.1% 1% 110.25 FS 110.15 FS 110.38 FS 110.60 FS 110.50 FS 1% 1.5% 4"@2%22A 4"22A 4"22A 1% TY P . 1% TY P . 109.0 FS 4"22A 8"22B 107.20 FS106.91CONC. 8"22B 106.6 TG100.6 INV21 12"22C 109.58 FS 109.68 FS 109.58 FS 110.35 FS 2: 1 111.0 FL 111.80 FS 111.70 FS 111.80 FS 111.85 FS 111.95 FS 112.05 FS 112.5 TG110.0 INV 20 113.8 FG 8"@5.4%22B 8"@2.9%22B 8"@10%22B 113.25 FS110.28 FS 108.70 FS 12"@2.5%22C 12"@6.9%22C 113.00 FS 112.00 FS 4:1111.42 FS 108.87 FS HP108.8 FG 108.0 TG106.0 INV 21C.O.-G.B.104.5 INV8" 37 HP108.3 FG108.5 FS 108.5 FS 108.5 FS107.5 TG105.7 INV 33 108.15 FS 108.10 FS 108.45 FS 109.50 FS 109.50 FS 4 : 1 3:1 109.50 FS 4"22A 12"@2.5%22C 4"22A 8"@2%22B 8"@1.5%22B 4"@2%22A 4"@1%22A 4"@1%22A 4"22A 4"22A 4"22A 4"22A 8"@3.9%22B 8"@6%22B 4"22A 4"22A 1% HP107.7 FG 107.05 FS106.76CONC. 39 39 1 % 4"22A 107.80 FS107.51CONC. 107.50 FS 21 12"22C 12"22C 12"22C 4"22A HP109.5 FL C.O.98.0 INV12" 37 C.O.-G.B.96.4 INV12" 37 C.O.-G.B.105.0 INV12" 37C.O.-G.B.93.6 INV12" 37 C.O.-G.B.97.0 INV12" 37 110.00 FL32 107.46FS39 107.72 FS 112.5 FS 107.12 FS 107.14 FS 107.23 FS 109.0 FS 107.41 FS 107.60 FS 107.40 FS 111.0 FS 107.22 FS 109.0 FS 107.2 TG104.0 INV21 C.O.104.97 INV 107.64 FS 107.54 FS 8"22B NOTE TO CONTRACTOR: ·GRADES SHOWN HEREON AREFOR ROUGH GRADING ONLY. ·FINAL GRADING PER BIKE PARKPLANS ·SEE BIKE PARK PLANS FORGRATE INLET CALL OUT WITHINBIKE PARK. 97.3± INV 12" SD95.8± TOP 12" SD 105.2± INV 12" SD102.5± TOP 30" SD 120.0 TG110.5 INV12" 37 122.5 TG118.9 INV 8" 114.5 TG112.5 INV 115.5 TG112.0 INV C.O.118.0 INV 120.0 TG118.0 INV 118.0 TG116.0 INV 114.0 TG112.0 INV 109.3 TG106.0 INV 106.0 TG103.0 INV 102.0 TG100.0 INV 102.5 TG100.0 INV 102.0 TG99.5 INV 99.0 TG97.0 INV 102.0 TG100.0 INV 105.5 TG102.5 INV 102.5 TG100.0 INV 98.0 TG96.0 INV 98.0 TG95.0 INV 98.0 TG95.7 INV 98.0 TG95.7 INV 98.0 TG97.0 INV 98.0 TG96.0 INV 99.0 TG96.0 INV 97.75 TG94.2 INV 98.6 INV 102.2 INV12" 4" 4"22A 104.4 INV12" 108.1 INV12" 4"22A 4"22A 4"22A 4"22A 8"22B 86.5 INV12" 92.0 INV12" 94.7 INV12" 98.3 INV12" 96.7± INV 4" SD95.6± TOP 12" SD 96.9± INV 4" SD96.2± TOP 12" SD 4"22A 4"22A 4"22A 4"22A 4"22A 4"22A 4"22A 4"22A 4"22A 4.1% 111.00 FS HMP BOUNDARY LIMITS OF GRADINGAND ORANGE FENCE22'± OFFSET FROMHMP BOUNDARY EXIST. TRAIL 32 112.50 FS 1% 1 % T Y P . 1 0 . 5 ' 114.5 FL 1. 7 % 1.7% 111.8 FG 37 11 TYP. 108.0 FS 39 107.67 FS107.38CONC. 107.2 TG104.2 INV 110.35 FL 3 WIRE HABITAT FENCEPER LANDSCAPEARCHITECT PLANS C.O.102.05 INV 31 92.0 TG89.0 INV 111.35 FS 109.65 FL 111.2 FL 111.25 FL 0" CF105.16 FS 105.43 FS GENERAL CONSTRUCTION NOTES 4 3 5 2 20 21 22A PROTECT IN PLACE CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04 CONSTRUCT 6" CONCRETE SURFACE PER LANDSCAPE ARCHITECT PLANS DETAIL 2, SHEET L-2.01 23 24 25 26 27 28 29 CONSTRUCT ATRIUM DRAIN PER DETAIL 21, SHEET C-0.04 CONSTRUCT HEADWALL (INLET) AND TRASH RACK PER DETAIL 22, SHEET C-0.04 CONSTRUCT BIOFILTRATION AREA WITH UNDERDRAIN PER DETAIL 24/25, SHEET C-0.05 CONSTRUCT RESILIENT SURFACE DRAIN PER DETAIL 26, SHEET C-0.04 1 STORM DRAIN CONSTRUCTION NOTES CONSTRUCT CONCRETE WEIR PER DETAIL 27, SHEET C-0.04 6 7 8 CONSTRUCT RESILIENT SURFACE PER LANDSCAPE ARCHITECT PLANS DETAIL 1, SHEET L-2.02 CONSTRUCT 3-FOOT WIDE V-GUTTER (IN PARKING AREAS) PER DETAIL 9, SHEET C-0.039 CONSTRUCT TREE WELL WITH CONCRETE BAND OR SEAT WALL PER LANDSCAPE ARCHITECT PLANS 10 CONSTRUCT INLET AT BROW-DITCH PER DETAIL 28, SHEET C-0.05 CONSTRUCT 36"x36" CATCH BASIN & GRATE (OUTLET) PER DETAIL 24/25, SHEET C-0.05 30 CONSTRUCT CURB PER S.D.R.S.D. STANDARD DETAIL G-01, C.F. PER PLAN CONSTRUCT CURB & GUTTER PER S.D.R.S.D. STANDARD DETAIL G-02, C.F. PER PLAN CONSTRUCT CURB RAMP PER S.D.R.S.D. STANDARD DETAILS G-27 TO G-32B, TYPE PER PLAN 31 CONSTRUCT CATCH BASIN - TYPE 'F'- PER S.D.R.S.D. DWG. NO. D-07 11 LEGEND CONSTRUCT 4" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 CONSTRUCT STORM DRAIN CLEANOUT - TYPE 'A' - PER S.D.R.S.D. DWG. NO. D-09 32 33 34 CONSTRUCT HDPE FITTING PER MANUFACTURER'S RECOMMENDATIONS. SIZE PER PLAN. SEE SHEET C-0.03 12 CONSTRUCT DECORATIVE PAVING SURFACE PER LANDSCAPE ARCHITECT PLANS DETAIL 4, SHEET L-2.01 13 CONSTRUCT 18" STEP-OUT CURB PER DETAIL 13, SHEET C-0.03 14 CONSTRUCT CURB FACE TRANSITION PER DETAIL 14, SHEET C-0.03 22B CONSTRUCT 8" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22C CONSTRUCT 12" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22D CONSTRUCT 18" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% 15 CONSTRUCT LOCAL DEPRESSION, 5-FOOT TRANSITION CONSTRUCT SUBDRAIN PER DETAIL 35, SHEET C-0.05 CONNECT SUBDRAIN TO PVC STORM DRAIN LINE 35 36 CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 37, SHEET C-0.0537 CONSTRUCT CURB INLET - TYPE B - 5-FOOT TRANSITION, PER S.D.R.S.D. STANDARD DETAILD-02, Y=3.5', L=7' UNLESS OTHERWISE SHOWN ON PLAN, WITH STENCIL PER CITY STD. DS-1 REMOVE HEADWALL, INLET, AND/OR INTERFERING SECTION OF PIPE FOR NEW CLEANOUT38 16 LEVEL PAD FOR BUS STOP PER DWG. NO. 546-1 17 CONSTRUCT 18" U-CHANNEL PER DETAIL 17, SHEET C-0.03 CONNECT TO SYNTHETIC SURFACE SUB DRAIN - SEE LANDSCAPE PLANS39 22E CONSTRUCT 24" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-GRATE-FULL 36-36-24 (OR APPROVED EQUAL)40 41 INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-CURB-FULL-24 (OR APPROVED EQUAL) 42 CONSTRUCT DECK DRAIN PER DETAIL 42, SHEET C-0.08 CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04, WRAP GRATE WITH MIRAFI 140N FILTER FABRIC 23A OUTLET PIPE THROUGH ALLAN BLOCK WALL - SEE DETAIL M/66 ON WALL PLANS 43 CONSTRUCT CONCRETE BLANKET PROTECTION FOR PIPES PER S.P.P.W.C. STD. PLAN 225-3 44 CONSTRUCT RIP RAP PER DETAIL 12, SHEET C-0.08 45 CONSTRUCT GRAVITY RETAINING (SPLASH) WALL, TYPE-A, 2-FEET TALL, PER S.D.R.S.D. DWG. NO. C-09 22F CONSTRUCT 30" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% 18 CONSTRUCT ALLAN BLOCK RETAINING WALL - SEE SHEETS 44 TO 59 19 CONSTRUCT RAMP RETAINING WALL - SEE SHEET 61 CIVILENGINEERINGCONSULTING 999 CORPORATE DR., SUITE 100LADERA RANCH, CA 92694p: 949.463.8822e: tec@civtec.net September 9, 2025 VETERANS MEMORIAL PARKFARADAY AVE./WHITMAN WAY 29 0 10 20 40 SCALE: 1" = 20' S E SHEET C-1.16 MATCH LINE - SEE SHEET C-1.14 MA T C H L I N E - S E E SH E E T C - 1 . 1 7 MATCH L I N E - S E E S H E E T C - 1 . 1 9 M A T C H L I N E - S E E S H E E T C - 1 . 1 8 MA T C H L I N E - S E E S H E E T C - 1 . 1 5 NOTE TO CONTRACTOR: ALL GRADING AND EARTHWORK IS TO BE DONE INACCORDANCE WITH THE EARTHWORK SPECIFICATIONAND AS DIRECTED BY THE GEOTECHNICAL ENGINEER. * NOTE TO CONTRACTOR: CONTRACTOR TO VERIFY ELEVATION PRIOR TOCONSTRUCTION AND NOTIFY CIVIL ENGINEERIMMEDIATELY OF ANY DISCREPANCY. NOTE TO CONTRACTOR: LOCATE ALL EXISTING UTILITIES AS A FIRST ITEM OF WORKAND PROTECT THEM IN PLACE AS REQUIRED. PRECISE GRADING PLAN JN NF -- . '.... . ' :-....,'-----':.· . ~ -• ~-----.•._·..,.:,,,;. . . .. --.ii.., • : -~K;- ::-:-·_.-: . &.ill: .. · ".:: . '. . . --~~:;-:-.-2... •. _-:-. ·:-• ·)-• I , / I ./ .' / / , I ,' / . r: . • + + + + + + + + + + + + --:;--::;::::;::::;;:::'....'...,: +++++++ • -------- ••• 1' .-• • • • •• GB:j -~-"l:l;-c/1 :1 ·•JJ ._.. • • II -~ ' • --:-.c::::::--~..!A V c-''V L" ~"'"'"'=-= " .-,-:c--:c--:,-,,----,-<,.; ;;.,""k.J,.z;J V V V V V I ----------' - I ) -----1 \ \ \ ~% ~~~.~. r.. y + + +X • --~ / 17 . ?"" V / I .,,,,-:-------~ 4 ;1H---/~ ,, • L, ~-,-r ~ / / / ~ • 1/ DAlE INITIAL ENGINEER OF WORK REVISION DESCRIPTION 0 CONSTRUCT 4" A.C,/12" A.B. PAVEMENT (DRIVE AISLES) -SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R-VALUE TEST 0 0 CONSTRUCT 5" D.G. /3" A.B. SURFACE DETAIL 3, SHEET C-0.08 AND LANDSCAPE ARCHITECT PLANS DETAIL 5, SHEET L,2,01 0 0 CONSTRUCT 4" A.C,/6" A.B. PAVEMENT (PARKING STALLS) -SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R,VALUETEST 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 CONSTRUCT BROW DITCH , TYPE 'B', PER S.D.R.S.D. DWG. NO. D-75, MOD. WIDTH PER PLAN, DEPTH = 6" UNLESS OTHERWISE SHOWN 0 0 0 0 0 0 0 0 0 0 0 0 0 DAlE INITIAL DlHER APPROVAL DAlE INITIAL CITY APPROVAL I SHEET I CITY OF CARLSBAD ENGINEERING DEPARTMENT GRADING PLANS FOR: GR2023-0042 APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 26 OWN BY: PROJECT NO. CHKD BY: RVWD BY: CUP2021-0014 DATE DRAWING NO. 546-1A Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025 113.90FS 117.85FS 109.80 FS HMPBOUNDARY 110.75 FS 10.0' 10 . 0 ' 8"@6% 110.5 TG108.35 INV 115.0 TG110.0 INV STORM DRAIN LINE 'B-2'SEE SHEET C-2.02FOR SD PLAN/PROFILE STORM DRAIN LINE 'B-1'SEE SHEET C-2.02 FOR SDPLAN/PROFILE STORM DRAIN LINE 'B'SEE SHEET C-2.04 FORSD PLAN/PROFILE STORM DRAIN LINE 'B'SEE SHEET C-2.03 FORSD PLAN/PROFILE 112.5 TG109.25 INV 109.75 TG106.0 INV 108.0 TG105.6 INV 107.5 TG104.15 INV 107.5 TG105.5 INV 108.0 TG105.0 INV12" 108.4 TG106.0 INV 109.2 TG107.2 INV 110.9 TG108.0 INV 113.75 TG108.1 INV 108.6 TG107.1 INV 109.3 TG107.1 INV 112.0 TG107.5 INV 107.9 FS/TG106.1 INV 8" 108.80 FS107.8 TG106.8 INV 108.25 FS107.25 TG105.4 INV 107.7 FS/TG105.2 INV108.0 FS107.0 TG105.05 INV 107.70 FS 104.85 INV 113.22 FS 115.52 FS 115.42 FS 115.42 FS115.52 FS 115.67 FS 115.75 FS 115.74 FS 115.64 FS 115.05 FS114.95 FS 114.85 FS 114.50 FS 114.33 FS 114.22 FS 113.24 FS 112.97 FS 110.27 FS 111.36 FS 111.11 FS 108.50 FS 108.9 FS 2.5% 1.3 % 4 . 8 % 4% 4.8% 4.7% 2. 1 % 1.8% 2 3 3 3 12 3 3 3 3 3 12 3 3 22B 20 20 32 32 32 32 32 1221 21 21 21 21 21 21 21 21 21 21 21 21 20 33 3320 33 33 1% TYP . 1% TYP. 1 % TY P . 1% TYP. 1%TYP. 1%TYP. 1 % T Y P . 1 % T Y P . 4.7 % 1 % 4.7% 3:1 1.8% 3.5% 2:1 MAX. 2:1 1.5% 4"@2%22A 2: 1 111.0 FL 111.80 FS 111.70 FS 111.80 FS 111.85 FS 111.95 FS 112.05 FS 112.5 TG110.0 INV 20 113.8 FG 8"@5.4%22B 8"@2.9%22B 8"@10%22B 113.25 FS 113.00 FS 112.00 FS 4:1111.42 FS HP108.8 FG 108.0 TG106.0 INV 21C.O.-G.B.104.5 INV8" 37 HP108.3 FG108.5 FS 108.5 FS 108.5 FS107.5 TG105.7 INV 33 108.15 FS 108.10 FS 108.45 FS 109.50 FS 109.50 FS 4 : 1 3:1 109.50 FS 22A 12"@2.5%22C 8"@2%22B 8"@1.5%22B 4"@2%22A 4"@1%22A 4"@1%22A 22A 4"22A 4"22A 8"@6%22B 8"22B 1% TY P . 4"22A 110.00 FL32 123.8 FL C.O.104.97 INV 35 120.0 TG 123.5 TG121.0 INV 123.0 TG116.5 INV 124.0 TG120.4 INV 114.5 TG112.5 INV 115.5 TG112.0 INV 4"22A 4"22A 4"22A 4"22A 114.8 INV12" 127.50 FS EXIST. TRAIL EXIST. TRAIL EXIST. TRAIL HMPBOUNDARY 20' OFFSET FROMHMP BOUNDARY LIMITS OF GRADINGAND ORANGE FENCE22'± OFFSET FROMHMP BOUNDARY 4.1% 111.00 FS EXIST. TRAIL 32 112.50 FS 1% 1 % T Y P . 1 0 . 5 ' 1. 7 % 1.7% 10.5' 10.0' 32 12" 32 12" LIMITS OF GRADINGAND ORANGE FENCE22'± OFFSET FROMHMP BOUNDARY 126.70 FS 126.2 FL 32 3 3 2.2% 2. 2 % 6.7 % 121.00 TG118.00 INV28 3 32 12" 32 12"121.50 FS 121.40 FS 121.50 FS 121.60 FS 121.74 FS 121.88 FS 1.8% 122.44 TW120.84 BTM. 121.0 TG117.7 INV 28 36 121.2 TG117.3 INV 8"28 130.69 TW128.47 BTM.129.5 TG126.0 INV 28 36 GUARDRAIL137.02 TW128.48 BTM. GUARDRAIL142.13 TW131.65 BTM. GUARDRAIL130.68 TW122.75 BTM. 111.8 FG 141.0 FL 132.0 FG 2:1 134.0 FG GUARDRAIL132.60 TW124.65 BTM. 131.5 FL 110.35 FL 119.0 FL 134.0 FL 124.5 FL 144.0 FL 3 WIRE HABITAT FENCEPER LANDSCAPEARCHITECT PLANS 3 WIRE HABITAT FENCEPER LANDSCAPEARCHITECT PLANS 3 WIRE HABITAT FENCEPER LANDSCAPEARCHITECT PLANS C.O.102.05 INV 111.35 FS 111.2 FL 111.25 FL 114.0 FL 126.5 FL 124.4 FL 1%TYP. 18 GENERAL CONSTRUCTION NOTES 4 3 5 2 20 21 22A PROTECT IN PLACE CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04 CONSTRUCT 6" CONCRETE SURFACE PER LANDSCAPE ARCHITECT PLANS DETAIL 2, SHEET L-2.01 23 24 25 26 27 28 29 CONSTRUCT ATRIUM DRAIN PER DETAIL 21, SHEET C-0.04 CONSTRUCT HEADWALL (INLET) AND TRASH RACK PER DETAIL 22, SHEET C-0.04 CONSTRUCT BIOFILTRATION AREA WITH UNDERDRAIN PER DETAIL 24/25, SHEET C-0.05 CONSTRUCT RESILIENT SURFACE DRAIN PER DETAIL 26, SHEET C-0.04 1 STORM DRAIN CONSTRUCTION NOTES CONSTRUCT CONCRETE WEIR PER DETAIL 27, SHEET C-0.04 6 7 8 CONSTRUCT RESILIENT SURFACE PER LANDSCAPE ARCHITECT PLANS DETAIL 1, SHEET L-2.02 CONSTRUCT 3-FOOT WIDE V-GUTTER (IN PARKING AREAS) PER DETAIL 9, SHEET C-0.039 CONSTRUCT TREE WELL WITH CONCRETE BAND OR SEAT WALL PER LANDSCAPE ARCHITECT PLANS 10 CONSTRUCT INLET AT BROW-DITCH PER DETAIL 28, SHEET C-0.05 CONSTRUCT 36"x36" CATCH BASIN & GRATE (OUTLET) PER DETAIL 24/25, SHEET C-0.05 30 CONSTRUCT CURB PER S.D.R.S.D. STANDARD DETAIL G-01, C.F. PER PLAN CONSTRUCT CURB & GUTTER PER S.D.R.S.D. STANDARD DETAIL G-02, C.F. PER PLAN CONSTRUCT CURB RAMP PER S.D.R.S.D. STANDARD DETAILS G-27 TO G-32B, TYPE PER PLAN 31 CONSTRUCT CATCH BASIN - TYPE 'F'- PER S.D.R.S.D. DWG. NO. D-07 11 LEGEND CONSTRUCT 4" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 CONSTRUCT STORM DRAIN CLEANOUT - TYPE 'A' - PER S.D.R.S.D. DWG. NO. D-09 32 33 34 CONSTRUCT HDPE FITTING PER MANUFACTURER'S RECOMMENDATIONS. SIZE PER PLAN. SEE SHEET C-0.03 12 CONSTRUCT DECORATIVE PAVING SURFACE PER LANDSCAPE ARCHITECT PLANS DETAIL 4, SHEET L-2.01 13 CONSTRUCT 18" STEP-OUT CURB PER DETAIL 13, SHEET C-0.03 14 CONSTRUCT CURB FACE TRANSITION PER DETAIL 14, SHEET C-0.03 22B CONSTRUCT 8" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22C CONSTRUCT 12" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22D CONSTRUCT 18" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% 15 CONSTRUCT LOCAL DEPRESSION, 5-FOOT TRANSITION CONSTRUCT SUBDRAIN PER DETAIL 35, SHEET C-0.05 CONNECT SUBDRAIN TO PVC STORM DRAIN LINE 35 36 CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 37, SHEET C-0.0537 CONSTRUCT CURB INLET - TYPE B - 5-FOOT TRANSITION, PER S.D.R.S.D. STANDARD DETAILD-02, Y=3.5', L=7' UNLESS OTHERWISE SHOWN ON PLAN, WITH STENCIL PER CITY STD. DS-1 REMOVE HEADWALL, INLET, AND/OR INTERFERING SECTION OF PIPE FOR NEW CLEANOUT38 16 LEVEL PAD FOR BUS STOP PER DWG. NO. 546-1 17 CONSTRUCT 18" U-CHANNEL PER DETAIL 17, SHEET C-0.03 CONNECT TO SYNTHETIC SURFACE SUB DRAIN - SEE LANDSCAPE PLANS39 22E CONSTRUCT 24" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-GRATE-FULL 36-36-24 (OR APPROVED EQUAL)40 41 INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-CURB-FULL-24 (OR APPROVED EQUAL) 42 CONSTRUCT DECK DRAIN PER DETAIL 42, SHEET C-0.08 CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04, WRAP GRATE WITH MIRAFI 140N FILTER FABRIC 23A OUTLET PIPE THROUGH ALLAN BLOCK WALL - SEE DETAIL M/66 ON WALL PLANS 43 CONSTRUCT CONCRETE BLANKET PROTECTION FOR PIPES PER S.P.P.W.C. STD. PLAN 225-3 44 CONSTRUCT RIP RAP PER DETAIL 12, SHEET C-0.08 45 CONSTRUCT GRAVITY RETAINING (SPLASH) WALL, TYPE-A, 2-FEET TALL, PER S.D.R.S.D. DWG. NO. C-09 22F CONSTRUCT 30" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% 18 CONSTRUCT ALLAN BLOCK RETAINING WALL - SEE SHEETS 44 TO 59 19 CONSTRUCT RAMP RETAINING WALL - SEE SHEET 61 CIVILENGINEERINGCONSULTING 999 CORPORATE DR., SUITE 100LADERA RANCH, CA 92694p: 949.463.8822e: tec@civtec.net September 9, 2025 VETERANS MEMORIAL PARKFARADAY AVE./WHITMAN WAY 30 0 10 20 40 SCALE: 1" = 20' S E SHEET C-1.17 MATCH LINE - SEE SHEET C-1.19 MATCH L I N E - S E E S H E E T C - 1 . 1 9 M A T C H L I N E - S E E S H E E T C - 1 . 1 6 I I EXIST. SLOPE PROP.BROW DITCH PROP. 2:1MAX. SLOPE PROP. 2:1MAX. SLOPE SECTION I-I NOT TO SCALE NOTE TO CONTRACTOR: ALL GRADING AND EARTHWORK IS TO BE DONE INACCORDANCE WITH THE EARTHWORK SPECIFICATIONAND AS DIRECTED BY THE GEOTECHNICAL ENGINEER. * NOTE TO CONTRACTOR: CONTRACTOR TO VERIFY ELEVATION PRIOR TOCONSTRUCTION AND NOTIFY CIVIL ENGINEERIMMEDIATELY OF ANY DISCREPANCY. NOTE TO CONTRACTOR: LOCATE ALL EXISTING UTILITIES AS A FIRST ITEM OF WORKAND PROTECT THEM IN PLACE AS REQUIRED. PRECISE GRADING PLAN 1% PROP. 5" D.G./3" A.B. WALK 10.5' 1% 10' PROP. 5" D.G./3" A.B. WALK PROP.BROW DITCH SEE DETAIL 'A' SHEET C-1.03 FORTYPICAL BROW DITCH TO CATCHBASIN TYPE 'F' TRANSITION SEE DETAIL 'A' SHEET C-1.03 FORTYPICAL BROW DITCH TO CATCHBASIN TYPE 'F' TRANSITION 3 32 3 32 JN NF + + + + + + + + .~c----c'\ ~· : > ~· + ·~ + + + + + + + ; • • • ' . } \\ + ++ \ X X + + + + + + + + + + + + + + + ++ +++++ ++ + ++ + ++ +++ + ++ +++++ +++Q ++ ·+ +-t-+-t-C'\l ++-t-• + +-'+++ + + + + I I F I C I I Q>----~ + + + + + + + • ' • • • + + + + + + + + 25 • • • + + + + + + + + + -C • ' • • • ·.;,·- + ' • . • -. . ' C • ' • I + + + -+ ' + + + + + \ + + + C /, F r::, \ \ +--+ \ ++ +++ \ ' + + + + • • I \ + + \ \ +++ + ).l \:::: :: }~ \ : : : : : ,~\ 01 !;2 i I + + -+ ' + + + I + + + + I I + + + + + I + ' + I + -' ; I I + + + ~ + + + ,r'\ll~•~•~+ + + + \ \ ~",,--"-,,---{ +'+ 0----, DAlE INITIAL ENGINEER OF WORK REVISION DESCRIPTION 0 CONSTRUCT 4" A.C./12" A.B. PAVEMENT (DRIVE AISLES) -SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R-VALUE TEST 0 0 CONSTRUCT 5" D.G. /3" A.B. SURFACE DETAIL 3, SHEET C-0.08 AND LANDSCAPE ARCHITECT PLANS DETAIL 5, SHEET L-2.01 0 0 CONSTRUCT 4" A.C./6" A.B. PAVEMENT (PARKING STALLS) -SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R,VALUETEST 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 CONSTRUCT BROW DITCH • TYPE 'B', PER S.D.R.S.D. DWG. NO. D-75, MOD. WIDTH PER PLAN, DEPTH = 6" UNLESS OTHERWISE SHOWN DAlE INITIAL DAlE INITIAL OlHER APPROVAL CITY APPROVAL I SHEET I CITY OF CARLSBAD ENGINEERING DEPARTMENT GRADING PLANS FOR: GR2023-0042 APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 26 OWN BY: PROJECT NO. CHKD BY: RVWD BY: CUP2021-0014 DATE DRAWING NO. 546-1A Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025 112.8 FS 107.0 FS 0" CF105.71 FS 100.70 TC100.20 FS 80.00 FS LIMITS OFGRADING EXISTINGPEDESTRIANUNDERPASS 80.5± TMHEXIST 36" RCP SD*(72.6±) INV75.27 INV 4"74.50 INV 4"73.60 INV 24" 89.5± TMHEXIST 24" RCP SD*(84.0±) INV85.17 INV 4" 110.50 FS 110.75 FS 8 . 0 ' 99.4 TG96.5 INV 12" 2 6 . 0 ' 4" 79.5 TG78.5 INV 89.0 TG86.0 INV 102.1 TG100.8 INV 82.67 TG78.75 INV IN78.7 INV OUT 85.50 TG82.75 INV IN82.7 INV OUT 81.33 INV 81.33 INV 81.33 INV 85.33 INV 14.0' 14.0 ' 106.95FS 100.35 TC99.85 FS 101.84 TC101.34 FS 102.73 TC102.23 FS 104.00 TC103.50 FS 104.75 TC104.25 FS 105.70 TC105.20 FS 105.51 TC105.01 FS 105.75 TC105.25 FS 105.97 TC104.47 FS 0" CF105.29 FS 105.05 FL 104.35 TC103.85 FS 102.40 TC101.90 FS 101.85 TC101.35 FL 99.81 TC99.31 FS 99.43 TC98.93 FL BASIN 'I'85.0 SURFACE82.75 SUBDRAIN OUT82.50 BOT. 87.0 FG-TYP. BASIN 'H'81.0 SURFACE78.75 SUBDRAIN OUT78.50 BOT. GUARDRAIL85.09 TW77.79 BTM. GUARDRAIL85.09 TW77.79 BTM. 90.5 INV 81.33 INV 83.0 TG81.8 INV 84.3 TG82.0 INV BASIN 'L'78.0 SURFACE75.75 SUBDRAIN OUT75.50 BOT. 80.0 FG-TYP. 78.50 TG75.75 INV IN75.7 INV OUT 78.33 INV C.O.89.87 INV (98.10)B.O.W. (97.49)B.O.W. (97.12)B.O.W. (96.79)B.O.W. (96.76)B.O.W. (96.98)B.O.W. (96.75)B.O.W. STORM DRAIN LINE 'B'SEE SHEET C-2.03 FORSD PLAN/PROFILE STORM DRAIN LINE 'C'SEE SHEET C-2.04 FORSD PLAN/PROFILE STORM DRAINLINE 'B'SEE SHEETC-2.03 FOR SDPLAN/PROFILE 109.75 TG106.0 INV 107.1 TG103.15 INV 107.5 TG105.2 INV C.O.100.00 INV12" 108.2 TG105.0 INV 107.7 FS/TG105.2 INV108.0 FS107.0 TG105.05 INV 107.05 FS106.76CONC. 107.20 FS106.78 TG101.25 INV 8" 106.6 TG100.95 INV 107.05 FS106.63 TG102.45 INV 110.27 FS110.04 FS 108.70 FS 108.41 FS 107.55 FS CONC. 108.9 FS 108.4 FS 107.30 FS107.01CONC. 107.34FS 6.2% 8.9 % 8 . 9 % 12 % 12% 12% 3.5% 4. 8 % 4. 7 % 1 1 132 3 28 2 2 6 6 6 6 6 6 6 5 5 5 5 2 2 9 9 9 2 2 2 3 3 22C 3 32 32 32 32 32 3 3 28 28 28 24 24 23A 23A 23A 23 12 3.7% 25 25 1% T Y P . 1% T Y P . 1% TYP. 1% TY P . 23 28 28 25 40 23 21 21 21 37 21 33 1% TYP. 1% TYP. 1%1% TYP .26 2126 4.7% 1.8 % 1 . 8 % 4. 7 % 13TYP. 13TYP. 14 106.51 FS 106.99 FS 106.89 FS 4.8% 1% 14 105.96 TC105.46 FS 106.05 TC105.55 FS 105.42 TC104.92 FS 105.45 TC104.95 FS 106.25 FS 106.20 TC105.70 FS 1.8% 1.8 % 1.9% 1.8%105.91 FS 105.83 FS 105.98 FS 105.56 FS 105.59 FS 104.77 TC104.27 FS 104.84 TC104.34 FS105.11 FS 105.04 FS 104.46 FS 104.46 FS 104.54 FS 104.62 FS 103.87 FS 103.77FS 103.50 TC103.00 FS 103.60 TC103.10 FS 104.27 TC103.77 FS 104.06 TC103.56 FS 103.36 FL 104.14 TC103.64 FS 1. 3 % 1.8% 1.5 % 1 . 8 % 4.8 % 1% 4. 8 % 3.1% 4.6% 1.8% 4.8% 4.8% 1.8% 1 . 8 % 1 . 8 % 1 . 8 % 1 . 8 % 1. 8 % 103.45 FL 103.92 TC103.25 FL103.89 TC103.22 FL CB #697.00 INV OUT97.30 INV IN 3015 102.61FL 104.10 FL 4% 1. 5 % 1% 1 . 5 % 3.1% 2 % 3.4% 3.4%1 . 5 % 1 % 4.6% 2 . 6 % 3.5% 4 % 3 . 5 % 3% 1% 3.7% 1 . 5 % 102.19 TC101.69 FS 101.89 TC101.39 FS 102.10 TC101.60 FS 99.65 TC99.15 FL 100.08 FS 99.18 TC98.68 FL98.84 FS 98.98 TC98.48 FL 99.10 TC98.43 FL 99.34 TC98.67 FL CB #594.00 INV OUT95.30 INV IN 3015 100.88 FS 102.17 TC101.67 FS 101.82 TC101.32 FS 102.38 TC101.88 FS 104.40 TC103.90 FS 103.93 TC103.43 FS 104.26 TC103.76 FS 105.83 TC105.33 FS 105.41 TC104.91 FS 100.03 FL 2.1% 1% 110.25 FS 110.15 FS 110.38 FS 110.60 FS 110.50 FS 1% 8"22B 106.91CONC. 8"22B 106.6 TG100.6 INV21 12"22C 110.28 FS 108.70 FS 12"@6.9%22C HP108.8 FG C.O.-G.B.104.5 INV8" 37 108.5 FS 4"22A 8"@3.9%22B 4"22A 1 % 1.8% 102.52 FS 102.75 FS 102.61 FS102.42 FS 102.28 FS 4"22A 4"22A 12"22C 12"22C 12"22C 12"22C 12"22C 12"22C 4"22A 88.5± TMHEXIST 36" RCP SD*(71.6±) INV 36"73.1 INV 18" C.O.82.75 INV37 4"22A8"22B 4"22A C.O.75.75 INV37 80.14FS 80.14 FS 80.00 FS 12"22C 12"22C 22A 101.8 FL PROP . D R I V E W A Y AND S T R E E T C U R B P E R DWG . 5 5 0 - 8 , C I P 6 0 9 9 4"22A 4"22A C.O.-G.B.96.4 INV12" 37 C.O.-G.B.97.8 INV12" 37 C.O.-G.B.93.6 INV12" 37 C.O.-G.B.97.0 INV12" 37 FSGRADEDSWALE-TYP. 112.5 FL C.O.-G.B.93.0 INV12" 37 GUARDRAIL83.82 TW77.79 BTM. GUARDRAIL84.46 TW77.79 BTM. GUARDRAIL83.82 TW77.79 BTM. 3.7% 0.5% 99.58 FS 99.54 FS 99.66 FS 99.56 TC99.06 FL99.22 FS 2 3 99.10 FS 98.83 FS 98.75 FS JOIN(98.3) FS 98.35 FS 97.85 FL 40 40 24 35 35 35 35 36 81.33 INV23A 97.3± INV 12" SD95.8± TOP 12" SD 98.1± INV 12" SD93.8± TOP 12" SD 88.0± INV 12" SD85.6± TOP 30" SD 100.9± INV 8" SD96.0 ± TOP 30" SD 12"22C 12"22C 111.0 TG108.0 INV 8" 113.0 TG110.0 INV 113.5 TG110.0 INV8" 108.0 TG105.0 INV 108.0 TG102.0 INV 102.9 TG98.0 INV 105.5 TG103.0 INV 102.1 TG97.0 INV 8" 101.1 TG96.0 INV 99.1 TG93.0 INV 12" 98.1 TG95.5 INV 103.5 TG101.0 INV 101.5 TG99.0 INV 99.5 TG95.0 INV12" 98.5 TG96.0 INV 100.1 TG97.5 INV 102.5 TG96.5 INV12" 104.5 TG101.5 INV 106.0 TG103.5 INV 109.5 TG107.0 INV 112.0 TG110.0 INV 111.0 TG108.5 INV 107.5 TG103.0 INV 8" 109.9 TG107.0 INV 112.0 TG110.0 INV 109.0 TG106.0 INV 107.0 TG104.0 INV 105.1 TG101.0 INV 12" 104.9 TG102.0 INV 103.2 TG100.0 INV 109.3 TG106.0 INV 110.0 TG107.0 INV 106.0 TG103.0 INV 102.0 TG100.0 INV 102.5 TG100.0 INV 102.0 TG99.5 INV 99.0 TG97.0 INV 102.0 TG100.0 INV 105.5 TG102.5 INV 102.5 TG100.0 INV 98.0 TG96.0 INV 98.0 TG95.0 INV 98.0 TG95.7 INV 98.0 TG95.7 INV 98.0 TG97.0 INV 98.0 TG96.0 INV 99.0 TG96.0 INV 90.5 TG87.5 INV 97.75 TG94.2 INV 97.0 TG94.0 INV 100.0 TG97.0 INV 103.9 TG97.0 INV 97.5 TG94.0 INV 101.0 TG96.0 INV 103.2 TG101.5 INV 4"22A 8"22B 4"22A 4"22A 4"22A 4"22A 4"22A 8"22B 4"22A 4"22A 4"22A 4"22A 4"22A 8" 8"22B 12"22C 12"22C 12"22C 12"22C 8"22B C.O.-G.B.90.0 INV12" 37 98.6 INV12" 8"22B 8"22B 8"22B 8"22B 4"22A 4"22A 4"22A 102.2 INV12" 4"22A 4"22A 104.4 INV12" 4"22A 84.15 INV12" 88.3 INV12" 4"22A 4"22A 86.5 INV12" 92.0 INV12" 94.7 INV12" 98.3 INV12" 96.7± INV 4" SD95.6± TOP 12" SD 96.9± INV 4" SD96.2± TOP 12" SD 4"22A 4"22A 4"22A 4"22A 4"22A 4"22A 4"22A 4"22A 4"22A GUARDRAIL85.09 TW77.79 BTM. GUARDRAIL85.09 TW77.79 BTM. 4"22A 11 TYP. C.O.78.75 INV 37 C.O.78.75 INV37 R/W R/W 99.4 FL 89.5 FL 91.0 FL 89.85 FL 86.85 FL 9 44 TYP. 44 44 92.0 TG89.0 INV4"22A C.O.-G.B.81.85 INV 37 C.O.-G.B.81.85 INV 37 C.O.-G.B.81.85 INV37 C.O.-G.B.81.85 INV37 101.5 FL 94.4 FL DISTANCETRIANGLE (78.0±) FS 4"22A 99.46 FS 1.3% NOTE TO CONTRACTOR: ·GRADES SHOWN HEREON AREFOR ROUGH GRADING ONLY. ·FINAL GRADING PER BIKE PARKPLANS ·SEE BIKE PARK PLANS FORGRATE INLET CALL OUT WITHINBIKE PARK. NOTE TO CONTRACTOR: ·GRADES SHOWN HEREON AREFOR ROUGH GRADING ONLY. ·FINAL GRADING PER BIKE PARKPLANS ·SEE BIKE PARK PLANS FORGRATE INLET CALL OUT WITHINBIKE PARK. 18 18 0" CF105.16 FS 104.78 FS104.62 FL 105.43 FS 4" CF105.32 TC104.99 FS GENERAL CONSTRUCTION NOTES 4 3 5 2 20 21 22A PROTECT IN PLACE CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04 CONSTRUCT 6" CONCRETE SURFACE PER LANDSCAPE ARCHITECT PLANS DETAIL 2, SHEET L-2.01 23 24 25 26 27 28 29 CONSTRUCT ATRIUM DRAIN PER DETAIL 21, SHEET C-0.04 CONSTRUCT HEADWALL (INLET) AND TRASH RACK PER DETAIL 22, SHEET C-0.04 CONSTRUCT BIOFILTRATION AREA WITH UNDERDRAIN PER DETAIL 24/25, SHEET C-0.05 CONSTRUCT RESILIENT SURFACE DRAIN PER DETAIL 26, SHEET C-0.04 1 STORM DRAIN CONSTRUCTION NOTES CONSTRUCT CONCRETE WEIR PER DETAIL 27, SHEET C-0.04 6 7 8 CONSTRUCT RESILIENT SURFACE PER LANDSCAPE ARCHITECT PLANS DETAIL 1, SHEET L-2.02 CONSTRUCT 3-FOOT WIDE V-GUTTER (IN PARKING AREAS) PER DETAIL 9, SHEET C-0.039 CONSTRUCT TREE WELL WITH CONCRETE BAND OR SEAT WALL PER LANDSCAPE ARCHITECT PLANS 10 CONSTRUCT INLET AT BROW-DITCH PER DETAIL 28, SHEET C-0.05 CONSTRUCT 36"x36" CATCH BASIN & GRATE (OUTLET) PER DETAIL 24/25, SHEET C-0.05 30 CONSTRUCT CURB PER S.D.R.S.D. STANDARD DETAIL G-01, C.F. PER PLAN CONSTRUCT CURB & GUTTER PER S.D.R.S.D. STANDARD DETAIL G-02, C.F. PER PLAN CONSTRUCT CURB RAMP PER S.D.R.S.D. STANDARD DETAILS G-27 TO G-32B, TYPE PER PLAN 31 CONSTRUCT CATCH BASIN - TYPE 'F'- PER S.D.R.S.D. DWG. NO. D-07 11 LEGEND CONSTRUCT 4" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 CONSTRUCT STORM DRAIN CLEANOUT - TYPE 'A' - PER S.D.R.S.D. DWG. NO. D-09 32 33 34 CONSTRUCT HDPE FITTING PER MANUFACTURER'S RECOMMENDATIONS. SIZE PER PLAN. SEE SHEET C-0.03 12 CONSTRUCT DECORATIVE PAVING SURFACE PER LANDSCAPE ARCHITECT PLANS DETAIL 4, SHEET L-2.01 13 CONSTRUCT 18" STEP-OUT CURB PER DETAIL 13, SHEET C-0.03 14 CONSTRUCT CURB FACE TRANSITION PER DETAIL 14, SHEET C-0.03 22B CONSTRUCT 8" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22C CONSTRUCT 12" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22D CONSTRUCT 18" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% 15 CONSTRUCT LOCAL DEPRESSION, 5-FOOT TRANSITION CONSTRUCT SUBDRAIN PER DETAIL 35, SHEET C-0.05 CONNECT SUBDRAIN TO PVC STORM DRAIN LINE 35 36 CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 37, SHEET C-0.0537 CONSTRUCT CURB INLET - TYPE B - 5-FOOT TRANSITION, PER S.D.R.S.D. STANDARD DETAILD-02, Y=3.5', L=7' UNLESS OTHERWISE SHOWN ON PLAN, WITH STENCIL PER CITY STD. DS-1 REMOVE HEADWALL, INLET, AND/OR INTERFERING SECTION OF PIPE FOR NEW CLEANOUT38 16 LEVEL PAD FOR BUS STOP PER DWG. NO. 546-1 17 CONSTRUCT 18" U-CHANNEL PER DETAIL 17, SHEET C-0.03 CONNECT TO SYNTHETIC SURFACE SUB DRAIN - SEE LANDSCAPE PLANS39 22E CONSTRUCT 24" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-GRATE-FULL 36-36-24 (OR APPROVED EQUAL)40 41 INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-CURB-FULL-24 (OR APPROVED EQUAL) 42 CONSTRUCT DECK DRAIN PER DETAIL 42, SHEET C-0.08 CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04, WRAP GRATE WITH MIRAFI 140N FILTER FABRIC 23A OUTLET PIPE THROUGH ALLAN BLOCK WALL - SEE DETAIL M/66 ON WALL PLANS 43 CONSTRUCT CONCRETE BLANKET PROTECTION FOR PIPES PER S.P.P.W.C. STD. PLAN 225-3 44 CONSTRUCT RIP RAP PER DETAIL 12, SHEET C-0.08 45 CONSTRUCT GRAVITY RETAINING (SPLASH) WALL, TYPE-A, 2-FEET TALL, PER S.D.R.S.D. DWG. NO. C-09 22F CONSTRUCT 30" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% 18 CONSTRUCT ALLAN BLOCK RETAINING WALL - SEE SHEETS 44 TO 59 19 CONSTRUCT RAMP RETAINING WALL - SEE SHEET 61 CIVILENGINEERINGCONSULTING 999 CORPORATE DR., SUITE 100LADERA RANCH, CA 92694p: 949.463.8822e: tec@civtec.net September 9, 2025 VETERANS MEMORIAL PARKFARADAY AVE./WHITMAN WAY 31 0 10 20 40 SCALE: 1" = 20' S E SHEET C-1.18 F A R A D A Y A V E . MATCH L I N E - S E E S H E E T C - 1 . 1 5 M A T C H L I N E - S E E S H E E T C - 1 . 1 9 MA T C H L I N E - S E E S H E E T C - 1 . 1 9 MA T C H L I N E - S E E S H E E T C - 1 . 1 9 MATCH LINE - SEE SHEET C-1.20 NOTE TO CONTRACTOR: ALL GRADING AND EARTHWORK IS TO BE DONE INACCORDANCE WITH THE EARTHWORK SPECIFICATIONAND AS DIRECTED BY THE GEOTECHNICAL ENGINEER. * NOTE TO CONTRACTOR: CONTRACTOR TO VERIFY ELEVATION PRIOR TOCONSTRUCTION AND NOTIFY CIVIL ENGINEERIMMEDIATELY OF ANY DISCREPANCY. NOTE TO CONTRACTOR: LOCATE ALL EXISTING UTILITIES AS A FIRST ITEM OF WORKAND PROTECT THEM IN PLACE AS REQUIRED. PRECISE GRADING PLAN JN NF • ' 'I I Wi I ·~ •r<~-, .., ----- ,•1 / \ ,ft \ _J -"" /; / ~, ~' L 0 ' ~-----~-=---=~ ~ ,_, ~ • ~-"'-=----"-/"''-,·-· --------~ .... , ! !) DAlE INITIAL ENGINEER OF WORK REVISION DESCRIPTION 0 CONSTRUCT 4" A.C./12" A.B. PAVEMENT {DRIVE AISLES) -SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R-VALUE TEST 0 0 CONSTRUCT 5" D.G. /3" A.B. SURFACE DETAIL 3, SHEET C-0.08 AND LANDSCAPE ARCHITECT PLANS DETAIL 5, SHEET L-2.01 0 0 CONSTRUCT 4" A.C./6" A.B. PAVEMENT (PARKING STALLS) -SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R-VALUETEST 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 CONSTRUCT BROW DITCH -TYPE 'B'-PER S.D.R.S.D. DWG. NO. D-75, MOD. WIDTH PER PLAN, DEPTH= 6" UNLESS OTHERWISE SHOWN DAlE INITIAL DAlE INITIAL DlHER APPROVAL CITY APPROVAL I SHEET I CITY OF CARLSBAD ENGINEERING DEPARTMENT GRADING PLANS FOR: GR2023-0042 APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 26 OWN BY: PROJECT NO. CHKD BY: __ _ RVWD BY: CUP2021-0014 DATE DRAWING NO. 546-1A Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025 107.0 FS 129.40 FS 117.85FS HP130.15 FS LIMITS OF GRADINGAND ORANGE FENCE HMPBOUNDARY (165.0±) FG 110.50 FS 110.75 FS 130.68 TW128.47 BTM. 1 4 . 0 ' 10.5 ' 10 . 0 ' 14.0' 8"@6%115.0 TG110.0 INV H.P.GUARDRAIL134.50 TW127.83 BTM. 129.5 TG126.0 INV STORM DRAIN LINE 'B'SEE SHEET C-2.03 FORSD PLAN/PROFILE STORM DRAIN LINE 'B'SEE SHEET C-2.03 FORSD PLAN/PROFILE 112.5 TG109.25 INV 109.75 TG106.0 INV 107.1 TG103.15 INV C.O.100.00 INV12" 108.2 TG105.0 INV 107.25 TG105.4 INV 107.7 FS/TG105.2 INV108.0 FS107.0 TG105.05 INV 113.22 FS 115.52 FS 115.42 FS 115.42 FS115.52 FS 115.67 FS 115.75 FS 115.74 FS 115.64 FS 115.05 FS114.95 FS 114.85 FS 106.6 TG100.95 INV 113.24 FS 112.97 FS 110.27 FS110.04 FS 108.70 FS 108.41 FS 107.55 FS 108.9 FS 107.01CONC. 1.3 % 4 . 8 % 4. 8 % 4% 4.8% 4.8% 4.8% 4.7% 4. 7 % 2 2 3 3 3 3 12 3 32 32 3 3 3 22B 20 28 1% T Y P . 1 % T Y P . 32 1221 21 21 37 21 3320 33 1% TYP . 1 % T Y P . 1%TYP. 1% 1 % T Y P . 4.7 % 1% 21 4.7% 1.8% 1.8 % 1 . 8 % 4.7 % 2:1 2: 1 M A X . 1% 110.25 FS 110.15 FS 110.38 FS 110.60 FS 110.50 FS 1% 1.5% 8"22B 12"22C 113.25 FS110.28 FS 108.70 FS 12"@6.9%22C HP108.8 FG 108.0 TG106.0 INV 21C.O.-G.B.104.5 INV8" 37 HP108.3 FG108.5 FS 108.5 FS 4"22A 4"22A 4"22A 8"@3.9%22B 8"@6%22B 8"22B 8"22B 12"22C 1% TY P . 4"22A 128.8 FL C.O.-G.B.105.0 INV12" 37 35 35 NOTE TO CONTRACTOR: ·GRADES SHOWN HEREON AREFOR ROUGH GRADING ONLY. ·FINAL GRADING PER BIKE PARKPLANS ·SEE BIKE PARK PLANS FORGRATE INLET CALL OUT WITHINBIKE PARK. 1.4% HP129.5 FL 125.30 FS 125.11 FS 1.8 % 100.9± INV 8" SD96.0 ± TOP 30" SD 105.2± INV 12" SD102.5± TOP 30" SD 120.0 TG110.5 INV12" 37 12"22C 123.5 TG121.0 INV 123.0 TG116.5 INV 124.0 TG120.4 INV 124.0 TG121.0 INV 122.5 TG118.9 INV 8" 122.0 TG120.0 INV 114.5 TG112.5 INV 115.5 TG112.0 INV C.O.118.0 INV 120.0 TG118.0 INV 118.0 TG116.0 INV 114.0 TG112.0 INV 120.0 TG117.0 INV 113.0 TG111.0 INV 116.0 TG114.0 INV 119.0 TG116.0 INV 123.0 TG121.0 INV 122.0 TG120.0 INV 111.0 TG108.0 INV 8" 113.0 TG110.0 INV 112.5 TG109.6 INV 113.5 TG110.0 INV8" 108.0 TG105.0 INV 108.0 TG102.0 INV 102.9 TG98.0 INV 105.5 TG103.0 INV 103.5 TG101.0 INV 104.5 TG101.5 INV 106.0 TG103.5 INV 109.5 TG107.0 INV 112.0 TG110.0 INV 111.0 TG108.5 INV 117.5 TG114.5 INV 117.0 TG115.0 INV 113.0 TG 103.2 TG100.0 INV 109.3 TG106.0 INV 110.0 TG107.0 INV 106.0 TG103.0 INV 117.0 TG114.0 INV 103.2 TG101.5 INV 8" 4"22A 4"22A 8"22B 8"22B 8"22B 8"22B 4"22A 4"22A 4"22A 4"22A 4"22A 4"22A 4"22A 102.2 INV12" 4"22A 4"22A 104.4 INV12" 108.1 INV12" 4"22A 4"22A 4"22A 4"22A 8"22B 4"22A 4"22A 4"22A 4"22A 4"22A 114.8 INV12" 15 % HMPBOUNDARY 20' OFFSET FROMHMP BOUNDARY LIMITS OF GRADINGAND ORANGE FENCE22'± OFFSET FROMHMP BOUNDARY EXIST. TRAIL EXIST. TRAIL 32 32 32 156.5 FL 121.00 TG118.00 INV28 3 12" 32 12" 32 12" 4"22A 32 12"121.50 FS 121.40 FS 121.50 FS 121.60 FS 121.74 FS 121.88 FS 1.8% 122.44 TW120.84 BTM. 121.0 TG117.7 INV 28 36 121.2 TG117.3 INV 8"28 130.69 TW128.47 BTM.129.5 TG126.0 INV 28 36 GUARDRAIL137.02 TW128.48 BTM. GUARDRAIL142.13 TW131.65 BTM. HPGUARDRAIL142.13 TW132.92 BTM. 35 140.86 TW138.63 BTM. 140.1 TG136.0 INV 28 GUARDRAIL130.68 TW122.75 BTM. GUARDRAIL133.23 TW124.65 BTM. GUARDRAIL133.86 TW125.92 BTM. GUARDRAIL133.23 TW128.47 BTM. 141.0 FL 141.5 FL H.P.133.8 FL 37 132.0 FG 2:1 134.0 FG GUARDRAIL132.60 TW124.65 BTM. 131.5 FL 132.5 FL 134.5 FG 133.1 FL 144.0 FL 154.0 FL 124.5 FL 3 WIRE HABITAT FENCEPER LANDSCAPEARCHITECT PLANS 3 WIRE HABITAT FENCEPER LANDSCAPEARCHITECT PLANS 3 WIRE HABITAT FENCEPER LANDSCAPEARCHITECT PLANS 3 WIRE HABITAT FENCEPER LANDSCAPEARCHITECT PLANS 32 12" 144.5 FL 149.5 FL 154.25 FL C.O.102.05 INV NOTE TO CONTRACTOR: ·GRADES SHOWN HEREON AREFOR ROUGH GRADING ONLY. ·FINAL GRADING PER BIKE PARKPLANS ·SEE BIKE PARK PLANS FORGRATE INLET CALL OUT WITHINBIKE PARK. 18 GENERAL CONSTRUCTION NOTES 4 3 5 2 20 21 22A PROTECT IN PLACE CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04 CONSTRUCT 6" CONCRETE SURFACE PER LANDSCAPE ARCHITECT PLANS DETAIL 2, SHEET L-2.01 23 24 25 26 27 28 29 CONSTRUCT ATRIUM DRAIN PER DETAIL 21, SHEET C-0.04 CONSTRUCT HEADWALL (INLET) AND TRASH RACK PER DETAIL 22, SHEET C-0.04 CONSTRUCT BIOFILTRATION AREA WITH UNDERDRAIN PER DETAIL 24/25, SHEET C-0.05 CONSTRUCT RESILIENT SURFACE DRAIN PER DETAIL 26, SHEET C-0.04 1 STORM DRAIN CONSTRUCTION NOTES CONSTRUCT CONCRETE WEIR PER DETAIL 27, SHEET C-0.04 6 7 8 CONSTRUCT RESILIENT SURFACE PER LANDSCAPE ARCHITECT PLANS DETAIL 1, SHEET L-2.02 CONSTRUCT 3-FOOT WIDE V-GUTTER (IN PARKING AREAS) PER DETAIL 9, SHEET C-0.039 CONSTRUCT TREE WELL WITH CONCRETE BAND OR SEAT WALL PER LANDSCAPE ARCHITECT PLANS 10 CONSTRUCT INLET AT BROW-DITCH PER DETAIL 28, SHEET C-0.05 CONSTRUCT 36"x36" CATCH BASIN & GRATE (OUTLET) PER DETAIL 24/25, SHEET C-0.05 30 CONSTRUCT CURB PER S.D.R.S.D. STANDARD DETAIL G-01, C.F. PER PLAN CONSTRUCT CURB & GUTTER PER S.D.R.S.D. STANDARD DETAIL G-02, C.F. PER PLAN CONSTRUCT CURB RAMP PER S.D.R.S.D. STANDARD DETAILS G-27 TO G-32B, TYPE PER PLAN 31 CONSTRUCT CATCH BASIN - TYPE 'F'- PER S.D.R.S.D. DWG. NO. D-07 11 LEGEND CONSTRUCT 4" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 CONSTRUCT STORM DRAIN CLEANOUT - TYPE 'A' - PER S.D.R.S.D. DWG. NO. D-09 32 33 34 CONSTRUCT HDPE FITTING PER MANUFACTURER'S RECOMMENDATIONS. SIZE PER PLAN. SEE SHEET C-0.03 12 CONSTRUCT DECORATIVE PAVING SURFACE PER LANDSCAPE ARCHITECT PLANS DETAIL 4, SHEET L-2.01 13 CONSTRUCT 18" STEP-OUT CURB PER DETAIL 13, SHEET C-0.03 14 CONSTRUCT CURB FACE TRANSITION PER DETAIL 14, SHEET C-0.03 22B CONSTRUCT 8" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22C CONSTRUCT 12" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22D CONSTRUCT 18" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% 15 CONSTRUCT LOCAL DEPRESSION, 5-FOOT TRANSITION CONSTRUCT SUBDRAIN PER DETAIL 35, SHEET C-0.05 CONNECT SUBDRAIN TO PVC STORM DRAIN LINE 35 36 CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 37, SHEET C-0.0537 CONSTRUCT CURB INLET - TYPE B - 5-FOOT TRANSITION, PER S.D.R.S.D. STANDARD DETAILD-02, Y=3.5', L=7' UNLESS OTHERWISE SHOWN ON PLAN, WITH STENCIL PER CITY STD. DS-1 REMOVE HEADWALL, INLET, AND/OR INTERFERING SECTION OF PIPE FOR NEW CLEANOUT38 16 LEVEL PAD FOR BUS STOP PER DWG. NO. 546-1 17 CONSTRUCT 18" U-CHANNEL PER DETAIL 17, SHEET C-0.03 CONNECT TO SYNTHETIC SURFACE SUB DRAIN - SEE LANDSCAPE PLANS39 22E CONSTRUCT 24" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-GRATE-FULL 36-36-24 (OR APPROVED EQUAL)40 41 INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-CURB-FULL-24 (OR APPROVED EQUAL) 42 CONSTRUCT DECK DRAIN PER DETAIL 42, SHEET C-0.08 CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04, WRAP GRATE WITH MIRAFI 140N FILTER FABRIC 23A OUTLET PIPE THROUGH ALLAN BLOCK WALL - SEE DETAIL M/66 ON WALL PLANS 43 CONSTRUCT CONCRETE BLANKET PROTECTION FOR PIPES PER S.P.P.W.C. STD. PLAN 225-3 44 CONSTRUCT RIP RAP PER DETAIL 12, SHEET C-0.08 45 CONSTRUCT GRAVITY RETAINING (SPLASH) WALL, TYPE-A, 2-FEET TALL, PER S.D.R.S.D. DWG. NO. C-09 22F CONSTRUCT 30" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% 18 CONSTRUCT ALLAN BLOCK RETAINING WALL - SEE SHEETS 44 TO 59 19 CONSTRUCT RAMP RETAINING WALL - SEE SHEET 61 CIVILENGINEERINGCONSULTING 999 CORPORATE DR., SUITE 100LADERA RANCH, CA 92694p: 949.463.8822e: tec@civtec.net September 9, 2025 VETERANS MEMORIAL PARKFARADAY AVE./WHITMAN WAY 32 0 10 20 40 SCALE: 1" = 20' S E SHEET C-1.19 MATCH LINE - SEE SHEET C-1.17 MATCH L I N E - S E E S H E E T C - 1 . 1 7 MATCH LINE - SEE S H E E T C - 1 . 2 0 MATCH L I N E - S E E S H E E T C - 1 . 1 6 MA T C H L I N E - S E E S H E E T C - 1 . 1 8 J J SECTION J-J NOT TO SCALE NOTE TO CONTRACTOR: ALL GRADING AND EARTHWORK IS TO BE DONE INACCORDANCE WITH THE EARTHWORK SPECIFICATIONAND AS DIRECTED BY THE GEOTECHNICAL ENGINEER. * NOTE TO CONTRACTOR: CONTRACTOR TO VERIFY ELEVATION PRIOR TOCONSTRUCTION AND NOTIFY CIVIL ENGINEERIMMEDIATELY OF ANY DISCREPANCY. NOTE TO CONTRACTOR: LOCATE ALL EXISTING UTILITIES AS A FIRST ITEM OF WORKAND PROTECT THEM IN PLACE AS REQUIRED. PRECISE GRADING PLAN PROP. 2:1MAX. SLOPE PROP. 2:1MAX. SLOPE 1% PROP. 5" D.G./3" A.B. WALK PROP. BROW DITCH 10.5'PROP. GUARDRAIL WHEN TOP OFWALL TO BOTTOM OF WALL ISOVER 2.5-FEET- SEE LANDSCAPE PLANS DETAIL 6,SHEET L-2.05 TW PER PLAN PROP. BROW DITCH BTM. PER PLAN PROP. GUARDRAIL WHEN TOP OF WALL TOBOTTOM OF WALL IS OVER 2.5-FEET- SEE LANDSCAPE PLANS DETAIL 6, SHEETL-2.05 TW PER PLAN PROP. BROW DITCH BTM. PER PLAN 1% PROP. 5" D.G./3" A.B. WALK 14' 3.3' 9.3'' PROP. SUBDRAIN 35 PROP. SUBDRAIN 35 PROP. BROW DITCH PROP. RETAINING WALL T2-SEE SHEET 54 PROP. RETAINING WALL T1-SEE SHEET 54 32 3 32 32 32 3 JN NF 1/ / /4c,t,/ ff'.U I- 0---_J ' A f/¥:f#/1 'I, , ,, L ' ' ?"';""'r"'c'eiro'f'~ ' ' ~ + + + ' ' ' ' ' + + -. ' I :. 7 ~ef/! ,----+----~ ' '------0 ~---0 7-----10 '------10 '--------0 I I ,•1(• ,,;:. ,, _____ ~ • ' <;i '1 'l I I I • II I I \ I \ , , , /////// /////Ill 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 CONSTRUCT 4" A.C,/12" A.B. PAVEMENT (DRIVE AISLES) -SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R-VALUE TEST CONSTRUCT 5" D.G. /3" A.B. SURFACE DETAIL 3, SHEET C-0.08 AND LANDSCAPE ARCHITECT PLANS DETAIL 5, SHEET L-2.01 CONSTRUCT 4" A.C,/6" A.B. PAVEMENT (PARKING STALLS)· SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R-VALUETEST 0 CONSTRUCT BROW DITCH • TYPE 'B'-PER S.D.R.S.D. DWG. NO. D-75, MOD. WIDTH PER PLAN, DEPTH = 6" UNLESS OTHERWISE SHOWN 0 0 0 0 0 0 0 0 0 0 0 0 0 f----+---+-------------+----1------1----+-------I I SHEET I CITY OF CARLS BAD ~1 ;::::=:::::...=:::=:::::::E:::::NG::::l:::::N::EE:::R:::IN:::::G::::::::D::EP:::::A::::RT:::::M::E:::N:::::T==~~==~ DAlE INITIAL DAlE INITIAL DAlE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DlHER APPROVAL CITY APPROVAL GRADING PLANS FOR: GR2023-0042 APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 26 OWN BY: PROJECT NO. CHKD BY: RVWD BY: CUP2021-0014 DATE DRAWING NO. 546-1A Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025 100.87 FS 116.0 FS JOIN(114.8±) FS LIMITS OF GRADINGAND ORANGE FENCE HMPBOUNDARY HMPBOUNDARY LIMITS OF GRADINGAND ORANGE FENCE 108.0± TMHEXIST 18" RCP SD*(102.46±) INV103.29 INV 8" 102.1 TG100.8 INV 114.25 TG110.25 INV 114.5 TG111.5 INV 100.50 TG97.75 INV IN97.7 INV OUT 108.50 TG105.75 INV IN105.7 INV OUT 100.33 INV 108.33 INV 8" 8"@3.9% 8" 14.0' 14.0 ' 14.0' 14.0' 14.0' 118.0 TG115.0 INV 8"BASIN 'K'108.0 SURFACE105.75 SUBDRAIN OUT105.50 BOT. 110.0 FG-TYP. BASIN 'J'100.0 SURFACE97.75 SUBDRAIN OUT97.50 BOT. 102.0 FG-TYP. (100.26) FSB.O.W. (98.92)B.O.W. (101.49)B.O.W. (104.96)B.O.W. 4" HP110.0 FG-TYP. HP115.5 FL 4.8% 4.8% 4.8% 8.9 % 4.8% 4 . 8 % 1. 8 % 4.4 % 32 32 32 32 32 32 32 32 3 3 3 3 3 25 28 28 28 28 24 40 23 23 22B 22B 12 12 12 3 29 12 3 28 22B 25 1% TY P . 1% T Y P . 1% T Y P . 1% TY P . 1% TYP. 1% T Y P . 22A 2:1 MAX . 2:1 M A X . 38 114.81 FS114.95 FS 115.09 FS 114.89 FS 114.75 FS1% 113.49 FS 118.52 FS 8"22B 107.80 FS C.O.105.75 INV 37 C.O.105.75 INV37 22B C.O.97.75 INV 37 (100.53) FSB.O.W. 1.8% 102.52 FS 102.70 FS 102.75 FS 102.61 FS102.42 FS 102.28 FS 4"22A 114.2 FL 101.8 FL 40 24 SIDEWALK10 SIDEWALK10 125.30 FS 125.11 FS 1.8 % 122.0 TG120.0 INV108.0 INV 8" 113.0 TG110.0 INV 102.9 TG98.0 INV 103.0 INV 102.1 TG97.0 INV 8" 101.1 TG96.0 INV 99.1 TG93.0 INV 12" 98.1 TG95.5 INV 103.5 TG101.0 INV 101.5 TG99.0 INV 99.5 TG95.0 INV12" 98.5 TG96.0 INV 100.1 TG97.5 INV 102.5 TG96.5 INV12" 104.5 TG101.5 INV 106.0 TG103.5 INV 109.5 TG107.0 INV 112.0 TG110.0 INV 111.0 TG108.5 INV 117.5 TG114.5 INV 117.0 TG115.0 INV 113.0 TG110.5 INV8" 119.5 TG116.8 INV 119.5 TG117.0 INV 114.5 TG112.0 INV 117.0 TG114.0 INV 114.0 TG112.0 INV 111.5 TG109.8 INV 111.5 TG110.0 INV 109.9 TG107.0 INV 109.9 TG106.0 INV 8" 107.5 TG103.0 INV 8" 106.9 TG104.0 INV 109.9 TG107.0 INV 112.0 TG110.0 INV 109.0 TG106.0 INV 107.0 TG104.0 INV 105.1 TG101.0 INV 12" 104.9 TG102.0 INV 117.0 TG114.0 INV 4"22A 8"22B 4"22A 4"22A 4"22A 8"22B 4"22A 4"22A 4"22A 4"22A 4"22A 4"22A 4"22A 4"22A 4"22A 4"22A 4"22A 4"22A 8"22B 8"22B 12"22C 12"22C 12"22C 12"22C 8"22B 8"22B 4"22A 20' OFFSET FROMHMP BOUNDARY R/W R/W 124.5 FL 109.5 FL 99.4 FL 3 WIRE HABITAT FENCEPER LANDSCAPEARCHITECT PLANS 3 WIRE HABITAT FENCEPER LANDSCAPEARCHITECT PLANS32 12" 32 12" 32 12" 32 12" 124.5 FL 114.95 FL 129.5 FL 134.5 FL 139.5 FL 144.5 FL 149.5 FL 44 44 TYP. 4"22A 113.0 TG111.0 INV 107.2 FL 112.6 FL 126.0 TW 45 116.45 TW 45 NOTE TO CONTRACTOR: ·GRADES SHOWN HEREON AREFOR ROUGH GRADING ONLY. ·FINAL GRADING PER BIKE PARKPLANS ·SEE BIKE PARK PLANS FORGRATE INLET CALL OUT WITHINBIKE PARK. NOTE TO CONTRACTOR: ·GRADES SHOWN HEREON AREFOR ROUGH GRADING ONLY. ·FINAL GRADING PER BIKE PARKPLANS ·SEE BIKE PARK PLANS FORGRATE INLET CALL OUT WITHINBIKE PARK. GENERAL CONSTRUCTION NOTES 4 3 5 2 20 21 22A PROTECT IN PLACE CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04 CONSTRUCT 6" CONCRETE SURFACE PER LANDSCAPE ARCHITECT PLANS DETAIL 2, SHEET L-2.01 23 24 25 26 27 28 29 CONSTRUCT ATRIUM DRAIN PER DETAIL 21, SHEET C-0.04 CONSTRUCT HEADWALL (INLET) AND TRASH RACK PER DETAIL 22, SHEET C-0.04 CONSTRUCT BIOFILTRATION AREA WITH UNDERDRAIN PER DETAIL 24/25, SHEET C-0.05 CONSTRUCT RESILIENT SURFACE DRAIN PER DETAIL 26, SHEET C-0.04 1 STORM DRAIN CONSTRUCTION NOTES CONSTRUCT CONCRETE WEIR PER DETAIL 27, SHEET C-0.04 6 7 8 CONSTRUCT RESILIENT SURFACE PER LANDSCAPE ARCHITECT PLANS DETAIL 1, SHEET L-2.02 CONSTRUCT 3-FOOT WIDE V-GUTTER (IN PARKING AREAS) PER DETAIL 9, SHEET C-0.039 CONSTRUCT TREE WELL WITH CONCRETE BAND OR SEAT WALL PER LANDSCAPE ARCHITECT PLANS 10 CONSTRUCT INLET AT BROW-DITCH PER DETAIL 28, SHEET C-0.05 CONSTRUCT 36"x36" CATCH BASIN & GRATE (OUTLET) PER DETAIL 24/25, SHEET C-0.05 30 CONSTRUCT CURB PER S.D.R.S.D. STANDARD DETAIL G-01, C.F. PER PLAN CONSTRUCT CURB & GUTTER PER S.D.R.S.D. STANDARD DETAIL G-02, C.F. PER PLAN CONSTRUCT CURB RAMP PER S.D.R.S.D. STANDARD DETAILS G-27 TO G-32B, TYPE PER PLAN 31 CONSTRUCT CATCH BASIN - TYPE 'F'- PER S.D.R.S.D. DWG. NO. D-07 11 LEGEND CONSTRUCT 4" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 CONSTRUCT STORM DRAIN CLEANOUT - TYPE 'A' - PER S.D.R.S.D. DWG. NO. D-09 32 33 34 CONSTRUCT HDPE FITTING PER MANUFACTURER'S RECOMMENDATIONS. SIZE PER PLAN. SEE SHEET C-0.03 12 CONSTRUCT DECORATIVE PAVING SURFACE PER LANDSCAPE ARCHITECT PLANS DETAIL 4, SHEET L-2.01 13 CONSTRUCT 18" STEP-OUT CURB PER DETAIL 13, SHEET C-0.03 14 CONSTRUCT CURB FACE TRANSITION PER DETAIL 14, SHEET C-0.03 22B CONSTRUCT 8" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22C CONSTRUCT 12" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22D CONSTRUCT 18" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% 15 CONSTRUCT LOCAL DEPRESSION, 5-FOOT TRANSITION CONSTRUCT SUBDRAIN PER DETAIL 35, SHEET C-0.05 CONNECT SUBDRAIN TO PVC STORM DRAIN LINE 35 36 CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 37, SHEET C-0.0537 CONSTRUCT CURB INLET - TYPE B - 5-FOOT TRANSITION, PER S.D.R.S.D. STANDARD DETAILD-02, Y=3.5', L=7' UNLESS OTHERWISE SHOWN ON PLAN, WITH STENCIL PER CITY STD. DS-1 REMOVE HEADWALL, INLET, AND/OR INTERFERING SECTION OF PIPE FOR NEW CLEANOUT38 16 LEVEL PAD FOR BUS STOP PER DWG. NO. 546-1 17 CONSTRUCT 18" U-CHANNEL PER DETAIL 17, SHEET C-0.03 CONNECT TO SYNTHETIC SURFACE SUB DRAIN - SEE LANDSCAPE PLANS39 22E CONSTRUCT 24" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-GRATE-FULL 36-36-24 (OR APPROVED EQUAL)40 41 INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-CURB-FULL-24 (OR APPROVED EQUAL) 42 CONSTRUCT DECK DRAIN PER DETAIL 42, SHEET C-0.08 CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04, WRAP GRATE WITH MIRAFI 140N FILTER FABRIC 23A OUTLET PIPE THROUGH ALLAN BLOCK WALL - SEE DETAIL M/66 ON WALL PLANS 43 CONSTRUCT CONCRETE BLANKET PROTECTION FOR PIPES PER S.P.P.W.C. STD. PLAN 225-3 44 CONSTRUCT RIP RAP PER DETAIL 12, SHEET C-0.08 45 CONSTRUCT GRAVITY RETAINING (SPLASH) WALL, TYPE-A, 2-FEET TALL, PER S.D.R.S.D. DWG. NO. C-09 22F CONSTRUCT 30" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% 18 CONSTRUCT ALLAN BLOCK RETAINING WALL - SEE SHEETS 44 TO 59 19 CONSTRUCT RAMP RETAINING WALL - SEE SHEET 61 CIVILENGINEERINGCONSULTING 999 CORPORATE DR., SUITE 100LADERA RANCH, CA 92694p: 949.463.8822e: tec@civtec.net September 9, 2025 VETERANS MEMORIAL PARKFARADAY AVE./WHITMAN WAY 33 0 10 20 40 SCALE: 1" = 20' S E SHEET C-1.20 FARA D A Y A V E . MATCH LINE - SEE S H E E T C - 1 . 1 9 MATCH LINE -SEE SHEET C-1.18 MA T C H L I N E - S E E S H E E T C - 1 . 1 8 NOTE TO CONTRACTOR: ALL GRADING AND EARTHWORK IS TO BE DONE INACCORDANCE WITH THE EARTHWORK SPECIFICATIONAND AS DIRECTED BY THE GEOTECHNICAL ENGINEER. * NOTE TO CONTRACTOR: CONTRACTOR TO VERIFY ELEVATION PRIOR TOCONSTRUCTION AND NOTIFY CIVIL ENGINEERIMMEDIATELY OF ANY DISCREPANCY. NOTE TO CONTRACTOR: LOCATE ALL EXISTING UTILITIES AS A FIRST ITEM OF WORKAND PROTECT THEM IN PLACE AS REQUIRED. PRECISE GRADING PLAN NOTE TO CONTRACTOR:AN AREA EAST OF THIS PROJECT ISCONSIDERED AN ENVIRONMENTALLYSENSITIVE AREA (ESA) AND DENOTEDAS SUCH ON ALL DEVELOPMENTPLANS. PRIOR TO ANY GROUNDDISTURBANCE WITHIN 100 FEET OFSDI-8303, PROTECTIVE ESA FENCINGAND TEMPORARY SIGNAGE WILL BEPLACED AT LEAST TWENTY-FIVE FEETOUTSIDE OF THE IDENTIFIED SITEBOUNDARIES. JN NFi: ; i !i l z ~ ~ ~ " :: : 0 (T l < (/ ) 0 z 0 (T l (/ ) () :: : 0 -a -I 0 z 0 ~ z 3 j! ! : ~ ~ !: l ;; ! i; ; l- - l - - l - + - + - + + + + - t - - t - 1 1 1 "t l - ,, z 0 - ~ ~ r r (" ) 0 ~ ~ l, ; ,l l ~- - t _ - i - t - t - + - + - + + + - - - 1 - - - 1 - - 1 ~ 0 ~ < =I j!= ~ :: t i ( ) 0 ~ $~ ~ ~ ~o .. , [D !. l CD C D - ( z ~~ -- ., • ii : 0 C "" C J "" C N :: o Oo N Ri .. . . . 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'l ,rL, // \ I / 1, I\ __ i- - - - \\ ~ \ P _/ / y- - - - ;, t ( ./ - - - - ? / I / [_ , - -- - - - - - - -- - : : ' : c c - . . _ ~ • · / ' ',, . _ __ _ ,? e ii I 'I i // ++ + + + . . . . . . . , . . - + n ++ + + + + ++ + + + + + + +.. , . . . . . , . . + + + + + ~+ + + + ++ + ~ \. + ++ + + • • ++ ++ + + + ++ + + + + + + + ++ + + + + + + • • • .. , :: , . r _, _ _ \ • • • •• • • • • • • I .- . . - > : _ ' ) ~ , l •• I I / ' 'I ;ti•! ;_ ; I -- , -- I D D 00 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 < >0 < > < > < >< >< >< >0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 z ~ .. <= !'. l m ~ " ~ :. ! ~ m .. ~ m .. !" " C !" ~ z p " ~ ~ !" :e 2 :, : ~ m .. ~ ~ " m ;! " o; <= z ~ g :, : m :i ~ m ~ :, : i z 8 z ~ ~ !l "! , ,, . 0 ~ ► P' ~ 3: m z ~ ~ .. Z! z G'l I ~ 0 i; ; m z §! z m m .. 0 8 z -i z ~ :, : m -;; ; 6 I .. l m m 8 z ~ ~ !l "! " !i l ~ ► P' ~ <= '" ~ m " ~ ~ $- ' ~ :, : m !! I 0 p Ii i ► z " ► z ~ m ► .. (" ) :, : a ~ ► il ; " ~ ~ !" ~ m !! I ,; - i; : ~ 8 z ~ ~ !l "! , ,, . 0 '. : : : "! ► P' ~ !: : !I : : m ~ -" '" < m I; ; § ~ Q i; ; m z §! z m m .. 0 8 z -i z ~ :, : m -;; ; ~ " :e :a :, : .. ~ m ~ 5 Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025 20 21 22A CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04 23 24 25 26 27 28 29 CONSTRUCT ATRIUM DRAIN PER DETAIL 21, SHEET C-0.04 CONSTRUCT HEADWALL (INLET) AND TRASH RACK PER DETAIL 22, SHEET C-0.04 CONSTRUCT BIOFILTRATION AREA WITH UNDERDRAIN PER DETAIL 24/25, SHEET C-0.05 CONSTRUCT RESILIENT SURFACE DRAIN PER DETAIL 26, SHEET C-0.04 STORM DRAIN CONSTRUCTION NOTES CONSTRUCT CONCRETE WEIR PER DETAIL 27, SHEET C-0.04 CONSTRUCT INLET AT BROW-DITCH PER DETAIL 28, SHEET C-0.05 CONSTRUCT 36"x36" CATCH BASIN & GRATE (OUTLET) PER DETAIL 24/25, SHEET C-0.05 30 31 CONSTRUCT CATCH BASIN - TYPE 'F'- PER S.D.R.S.D. DWG. NO. D-07 CONSTRUCT 4" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 CONSTRUCT STORM DRAIN CLEANOUT - TYPE 'A' - PER S.D.R.S.D. DWG. NO. D-09 32 33 34 CONSTRUCT HDPE FITTING PER MANUFACTURER'S RECOMMENDATIONS. SIZE PER PLAN. 22B CONSTRUCT 8" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22C CONSTRUCT 12" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22D CONSTRUCT 18" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% CONSTRUCT SUBDRAIN PER DETAIL 35, SHEET C-0.05 CONNECT SUBDRAIN TO PVC STORM DRAIN LINE 35 36 CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 37, SHEET C-0.0537 CONSTRUCT CURB INLET - TYPE B - 5-FOOT TRANSITION, PER S.D.R.S.D. STANDARD DETAILD-02, Y=3.5', L=7' UNLESS OTHERWISE SHOWN ON PLAN, WITH STENCIL PER CITY STD. DS-1 REMOVE HEADWALL, INLET, AND/OR INTERFERING SECTION OF PIPE FOR NEW CLEANOUT38 CONNECT TO SYNTHETIC SURFACE SUB DRAIN - SEE LANDSCAPE PLANS39 22E CONSTRUCT 24" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-GRATE-FULL 36-36-24 (OR APPROVED EQUAL)40 41 INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-CURB-FULL-24 (OR APPROVED EQUAL) 42 CONSTRUCT DECK DRAIN PER DETAIL 42, SHEET C-0.08 CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04, WRAP GRATE WITH MIRAFI 140N FILTER FABRIC 23A OUTLET PIPE THROUGH ALLAN BLOCK WALL - SEE DETAIL M/66 ON WALL PLANS 22F CONSTRUCT 30" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% CIVILENGINEERINGCONSULTING 999 CORPORATE DR., SUITE 100LADERA RANCH, CA 92694p: 949.463.8822e: tec@civtec.net September 9, 2025 VETERANS MEMORIAL PARKFARADAY AVE./WHITMAN WAY 34 0 10 20 40 SCALE: 1" = 20' S E SHEET C-2.01 HORIZ.: 1"=20' VERT.: 1"=4' PROFILE SCALES:3+503+002+502+001+501+00 4+00 4+50 5+00 5+50 6+00 STORM DRAIN LINE/CURVE DATA 65 75 22D ST A 3 + 4 0 . 7 1 58 . 9 4 I N V ST A 3 + 3 6 . 7 1 58 . 6 1 I N V PROP. FS CONST. 234.71 LF - 18" HDPE STORM DRAIN Q(100)=25.05 cfsV=19.3 fps PROP. 4" PVC SDSEE GRADING SHEETS ST A 1 + 0 0 . 0 0 PROP. 12" PVC SDSEE GRADING SHEETS LINE 'A' B TY P E ' A ' C . O . # 1 58.0± R I M ST A 1 + 0 2 . 0 0 46 . 5 0 I N V JOIN(45.5±) INV30" RCP 55 45 65 TY P E ' A ' C . O . # 2 ST A 3 + 3 8 . 7 1 66.1± R I M 85 (S=0.0425) CONST. 376.54 LF - 18" HDPE STORM DRAIN S=0.0412 38 22D CO #2STA 3+38.7129 CO #3STA 4+37.54 29BC ST A 4 + 3 9 . 5 4 67 . 0 0 I N V ST A 4 + 3 5 . 5 4 66 . 6 7 I N V TY P E ' A ' C . O . # 3 ST A 4 + 3 7 . 5 4 75.0± R I M S=0.081 5 CONST. 94.83 LF - 18" HDPE STORM DRAIN 54.66 I N V 54. 5 8 I N V 61. 5 2 I N V 62. 8 ± I N V 1 " WA T E R 4" S D 12" SD 8" S D 72.27 I N V 4" SD 63.00 INV 4" SD S=0.0815 BC SE E S H E E T C - 2 . 0 2 PROP. WATERSEE UTILITY PLAN PROP. 4" PVC SDSEE GRADING SHEETS PROP. 12" PVC SDSEE GRADING SHEETS PROP. 8" PVC SDSEE GRADING SHEETS 47.00 INV 1 2 "47.33 INV 8 " ( 2 ) IDENTICALPOINT PROP. FS PROP. FS 65 75 Q(100)=25.05 cfsV=19.7 fps Q(100)=25.05 cfsV=16.3 fps HGL (100)=48.0(ASSUMED) HGL (100) HGL (100) HGL (100) 29 EXIST. 30" RCP- PROTECT INPLACE C.O. #1STA. 1+00.00JOIN EXIST.30" RCP SD 47.33 IN V 4 " LINE 'A'LINE 'A' A EXIST. GROUND EXIST. GROUND EXIST. HEADWALL ANDPIPE TO BE REMOVED EXIST. 30"R.C.P. S.D. S=0.0516 STORM DRAIN PLAN/PROFILE 20 . 5 ' ± M A X . C O V E R IN S T A L L P I P E I N B E D D I N G P E R M A N U F A C T U R E R ' S RE C O M M E N D A T I O N S F O R C O V E R H E I G H T JN NF -- I - ~w-:::::---------- 1 CL__o . ff I a 00 c; I 0 / 6, ~ , ' t ~ c; ' 00 ' I , NO. BEARING/DELTA © N 70"02'00" E © 73°57'19" -- ·.:::· g"' . :-t:t/::: • ~'/lt;,",.,-'. i~d~~fp.~~ yc o,.,c.c::..-: .:} i;-\]t:~(///r RADIUS LENGTH -337.54 200.00 258.15 "'~,,,111 1 11--t---t-t--t---t--t---t-t-t-l+-t----jf-t-++--t-t-t-+-+---l-\l-t-+-+-t-+-+-+---l-t--l----l----l----l-+-+--+---l--~+-+--+_j_j__j__j_J ',, 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CONSTRUCT BROW DITCH -TYPE 'B'-PER S.D.R,S.D, DWG, NO. D-75, MOD. WIDTH PER PLAN, DEPTH=&" UNLESS OTHERWISE SHOWN i------t--+------------+----1----1--~~---I I SHEET I CITY OF CARLS BAD ~1 ENGINEERING DEPARTMENT ~ ~G;;RAD::;::;:IN~G.=P;:LANS;:::;:;:;;::F;:O:::;R:;::· :=:::::::::::::::::=:::::::::::=:::::::::=~==::::: DA 1E INITIAL DA 1E INITIAL DAlE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL GR2023-0042 APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 26 OWN BY: PROJECT NO. CHKD BY: __ _ RVWD BY: CUP2021-0014 DATE DRAWING NO. 546-1A Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025 20 21 22A CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04 23 24 25 26 27 28 29 CONSTRUCT ATRIUM DRAIN PER DETAIL 21, SHEET C-0.04 CONSTRUCT HEADWALL (INLET) AND TRASH RACK PER DETAIL 22, SHEET C-0.04 CONSTRUCT BIOFILTRATION AREA WITH UNDERDRAIN PER DETAIL 24/25, SHEET C-0.05 CONSTRUCT RESILIENT SURFACE DRAIN PER DETAIL 26, SHEET C-0.04 STORM DRAIN CONSTRUCTION NOTES CONSTRUCT CONCRETE WEIR PER DETAIL 27, SHEET C-0.04 CONSTRUCT INLET AT BROW-DITCH PER DETAIL 28, SHEET C-0.05 CONSTRUCT 36"x36" CATCH BASIN & GRATE (OUTLET) PER DETAIL 24/25, SHEET C-0.05 30 31 CONSTRUCT CATCH BASIN - TYPE 'F'- PER S.D.R.S.D. DWG. NO. D-07 CONSTRUCT 4" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 CONSTRUCT STORM DRAIN CLEANOUT - TYPE 'A' - PER S.D.R.S.D. DWG. NO. D-09 32 33 34 CONSTRUCT HDPE FITTING PER MANUFACTURER'S RECOMMENDATIONS. SIZE PER PLAN. 22B CONSTRUCT 8" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22C CONSTRUCT 12" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22D CONSTRUCT 18" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% CONSTRUCT SUBDRAIN PER DETAIL 35, SHEET C-0.05 CONNECT SUBDRAIN TO PVC STORM DRAIN LINE 35 36 CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 37, SHEET C-0.0537 CONSTRUCT CURB INLET - TYPE B - 5-FOOT TRANSITION, PER S.D.R.S.D. STANDARD DETAILD-02, Y=3.5', L=7' UNLESS OTHERWISE SHOWN ON PLAN, WITH STENCIL PER CITY STD. DS-1 REMOVE HEADWALL, INLET, AND/OR INTERFERING SECTION OF PIPE FOR NEW CLEANOUT38 CONNECT TO SYNTHETIC SURFACE SUB DRAIN - SEE LANDSCAPE PLANS39 22E CONSTRUCT 24" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-GRATE-FULL 36-36-24 (OR APPROVED EQUAL)40 41 INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-CURB-FULL-24 (OR APPROVED EQUAL) 42 CONSTRUCT DECK DRAIN PER DETAIL 42, SHEET C-0.08 CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04, WRAP GRATE WITH MIRAFI 140N FILTER FABRIC 23A OUTLET PIPE THROUGH ALLAN BLOCK WALL - SEE DETAIL M/66 ON WALL PLANS 22F CONSTRUCT 30" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% CIVILENGINEERINGCONSULTING 999 CORPORATE DR., SUITE 100LADERA RANCH, CA 92694p: 949.463.8822e: tec@civtec.net September 9, 2025 VETERANS MEMORIAL PARKFARADAY AVE./WHITMAN WAY 35 0 10 20 40 SCALE: 1" = 20' S E SHEET C-2.02 HORIZ.: 1"=20' VERT.: 1"=4' PROFILE SCALES:8+007+507+006+506+00 2+00 1+50 1+00 1+50 2+00 2+50 B STA 2+50.08INLET 31 STA 6+95.69 115 105 LINE 'B'SEE SHEET C-2.04 125 EC LINE 'B-2' ECST A 6 + 9 5 . 6 9 22D ST A 1 + 0 2 . 0 0 10 5 . 3 0 I N V CONST. 101.31 LF - 24" HDPE STORM DRAIN 0 10 20 40 SCALE: 1" = 20' S E LINE 'A' LINES 'B-1' & 'B-2' 2+50 3+00 STORM DRAIN LINE/CURVE DATA C D E 85 75 95 TY P E ' A ' C . O . # 7 ST A 1 + 0 0 . 0 0 114.8± R I M TY P E ' F ' C . B . ST A 2 + 0 5 . 3 1 110. 0 F L TY P E ' F ' C . B . ST A 2 + 5 0 . 8 0 123.8 F L 115 105 125 ST A 2 + 4 8 . 0 8 11 7 . 2 9 I N V ST A 2 + 0 3 . 3 1 10 6 . 8 0 I N V ST A 1 + 0 2 . 0 0 10 5 . 6 0 I N V 104.97 IN V 2 4 " LINE 'B' CONST. 146.08 LF - 18" HDPE STORM DRAIN- USE WATERTIGHT JOINTS WHEN HGL IS HIGHER THAN PIPE SOFFIT S=0.0148 S=0.0800 TY P E ' F ' C . B . ST A 8 + 1 8 . 0 8 ST A 8 + 1 6 . 0 8 82 . 5 0 I N V 87.5 FL CONST. 376.54 LF - 18" HDPE STORM DRAIN STA 2+05.3141 INLET LINE 'B-1' 22D22E STA 7+40.61 LINE 'B'CO #7 29STA 1+00.00 LINES'B-1' & 'B-2' 81. 2 0 I N V 8" S D S=0.0412 SE E S H E E T C - 2 . 0 1 85 75 95 PROP. FS PROP. FS PROP. FS Q(100)=25.05 cfsV=16.3 fps Q(100)=24.85 cfsV=10.8 fps Q(100)=19.0 cfsV=19.2 fps HGL (100) HGL(100)=107.2HGL (100) HGL (100) 41 31 31 LINE 'A'LINE 'B-1'LINE 'B-2' 77 . 5 4 I N V EXIST. GROUND EXIST. GROUND STORM DRAIN PLAN/PROFILE 25 ' ± M A X . C O V E R IN S T A L L P I P E I N B E D D I N G P E R M A N U F A C T U R E R ' S RE C O M M E N D A T I O N S F O R C O V E R H E I G H T INLETSTA 8+18.0841 88.63 R I M 124.93 R I M 111. 1 3 R I M 1' M I N . C O V E R JN NF ■+----1-----1-1--+-+-+--+--+--+-+--+---+----l-l-+-+-+--+--+--+-+--+-----t-f~/ I/ I I I I I / I\. , I I I I I ' \ \ \ \ ~ I ---- r--r---V I_LJ__J_JLLJ__J__J_l-_j_J_-l-_J_l-+--'l----l-_Jl-_j_+--+---1-l--l--l+--+=1=t=++~-~+-+---d:--J-----+=-=i=-+--+--+--+--+--+--+--+-+-+-+--+--+1-1---+--+----l I ' --f---..... I ■-+-t-+-+-+---+-+----1=--±--:-+-r-+--+----t:-A"­ --r--r - -r / I ... I V - NO. ® © @ --~ -1---+---- ... .. .. =-- BEARING/DELTA RADIUS 73°59'19" 200.00 N 03°55'19" W . N 54°21 '59" W . LENGTH 258.15 122.39 105.31 0 0 0 0 0 0 0 0 V Lv'v \ i...--"" \ ./ _.....-,' i...--_. v,...-- LLJ__J_---l-_j__J______jjW_l-l--l--1---1----+----l----l----l-----l-----l-1-+-+-+-+++-+--+---+----l-1-t-+-+-:>l"/:;;!--"'-t-+-+-++-+--t----:J:,--""'J.:--l-+---1----+-++-+--+----l-6,.,o~+-+-:Y"'F----l--+-l+---+----l-t-t-+-+-++-+--t---t----t-----ll-t-tt v_i......-, • v ~ -!,;'" ' i..,, ..... v.,,. i.,-!.,.,, ... \ '·:::-t--=·· -. L V \ I ( ·-~,-'· •c__• ' ' ' ' ' ' . ' ' . . + + + + ' ' ' + + + + + + + + + t-+ + + t-+ + + + + + + + + + + \ I ' ' ' ' ' EP: "-39.21 . ' ' ..,, + + + T +: + -t -----~ f',"' <S· "\----\----\---{\ .~. \ \ \ © N 63°36'21" E . 150.0B 0 0 0 0 0 0 0 0 0 0 0 0 CONSTRUCT BROW DITCH -lYPE 'B'-PER S.D.R.S.D. DWG. NO. D-75, MOD. WIDTH PER PLAN, DEPTH= 6" UNLESS OTHERWISE SHOWN l---+--1-------------t---t------t------r-~ I SHEET I CITY OF CARLS BAD ~1 ~:::::;:;:;;.::;;;:::;:;:;;:::E~N;:°;Gl~N::::EE:::R:::IN:::G:::::::::D::::EP=A=RT=M:::E:::N=T=='....:~==:::::; GRADING PLANS FOR: " i" -C-81640 Exp. 09-30-27 ,»,, c1v11.d~ 1'j OF' CAL,lfO'l"~ DAlE INITIAL DAlE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL GR2023-0042 APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9 /30 /26 DA TE DAlE INITIAL CITY APPROVAL OWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. DRAWING NO. CUP2021-0014 546-1A Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025 20 21 22A CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04 23 24 25 26 27 28 29 CONSTRUCT ATRIUM DRAIN PER DETAIL 21, SHEET C-0.04 CONSTRUCT HEADWALL (INLET) AND TRASH RACK PER DETAIL 22, SHEET C-0.04 CONSTRUCT BIOFILTRATION AREA WITH UNDERDRAIN PER DETAIL 24/25, SHEET C-0.05 CONSTRUCT RESILIENT SURFACE DRAIN PER DETAIL 26, SHEET C-0.04 STORM DRAIN CONSTRUCTION NOTES CONSTRUCT CONCRETE WEIR PER DETAIL 27, SHEET C-0.04 CONSTRUCT INLET AT BROW-DITCH PER DETAIL 28, SHEET C-0.05 CONSTRUCT 36"x36" CATCH BASIN & GRATE (OUTLET) PER DETAIL 24/25, SHEET C-0.05 30 31 CONSTRUCT CATCH BASIN - TYPE 'F'- PER S.D.R.S.D. DWG. NO. D-07 CONSTRUCT 4" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 CONSTRUCT STORM DRAIN CLEANOUT - TYPE 'A' - PER S.D.R.S.D. DWG. NO. D-09 32 33 34 CONSTRUCT HDPE FITTING PER MANUFACTURER'S RECOMMENDATIONS. SIZE PER PLAN. 22B CONSTRUCT 8" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22C CONSTRUCT 12" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22D CONSTRUCT 18" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% CONSTRUCT SUBDRAIN PER DETAIL 35, SHEET C-0.05 CONNECT SUBDRAIN TO PVC STORM DRAIN LINE 35 36 CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 37, SHEET C-0.0537 CONSTRUCT CURB INLET - TYPE B - 5-FOOT TRANSITION, PER S.D.R.S.D. STANDARD DETAILD-02, Y=3.5', L=7' UNLESS OTHERWISE SHOWN ON PLAN, WITH STENCIL PER CITY STD. DS-1 REMOVE HEADWALL, INLET, AND/OR INTERFERING SECTION OF PIPE FOR NEW CLEANOUT38 CONNECT TO SYNTHETIC SURFACE SUB DRAIN - SEE LANDSCAPE PLANS39 22E CONSTRUCT 24" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-GRATE-FULL 36-36-24 (OR APPROVED EQUAL)40 41 INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-CURB-FULL-24 (OR APPROVED EQUAL) 42 CONSTRUCT DECK DRAIN PER DETAIL 42, SHEET C-0.08 CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04, WRAP GRATE WITH MIRAFI 140N FILTER FABRIC 23A OUTLET PIPE THROUGH ALLAN BLOCK WALL - SEE DETAIL M/66 ON WALL PLANS 22F CONSTRUCT 30" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% CIVILENGINEERINGCONSULTING 999 CORPORATE DR., SUITE 100LADERA RANCH, CA 92694p: 949.463.8822e: tec@civtec.net September 9, 2025 VETERANS MEMORIAL PARKFARADAY AVE./WHITMAN WAY 36 0 10 20 40 SCALE: 1" = 20' S E SHEET C-2.03 HORIZ.: 1"=20' VERT.: 1"=4' PROFILE SCALES:3+503+002+502+001+501+00 4+00 4+50 5+00 5+50 STORM DRAIN LINE/CURVE DATA F 80 70 90 STA 1+96.20BC STA 1+05.46 348" SD 91.20 I N V 1 2 " S D (72. 6 ± ) I N V 3 6 " ST A 1 + 0 2 . 0 0 73 . 1 0 I N V VE R I F Y I N F I E L D CONST. 147.06 LF - 30" HDPE STORM DRAIN PROP. 12" PVC SDSEE GRADING SHEETS LINE 'B' G H I TY P E ' A ' C . O . # 4 ST A 1 + 0 0 . 0 0 80.5± R I M TY P E ' A ' C . O . # 5 ST A 2 + 5 1 . 0 6 103.0± R I M 80 95 95 ST A 2 + 5 3 . 0 6 90 . 2 0 I N V ST A 2 + 4 9 . 0 6 89 . 8 7 I N V CONST. 254.01 LF - 30" HDPE STORM DRAIN S=0.10 0 4 TY P E ' A ' C . O . # 6 ST A 5 + 0 9 . 0 7 115.1± R I M ST A 5 + 1 1 . 0 7 10 2 . 3 8 I N V ST A 5 + 0 7 . 0 7 10 2 . 0 5 I N V 105 CONST. 228.14 LF - 30" HDPE STORM DRAIN STA 1+00.0038 CO #4 22F STA 4+27.30EC STA 2+51.0629 CO #5 STA 5+09.0729 CO #6 22F BC 105.2 I N V 75.27 INV4" SD 12" SD S=0.0467 S=0.0114BCST A 1 + 9 6 . 2 0 ECST A 4 + 2 7 . 3 0 BC PROP. 12" PVC SDSEE GRADING SHEETS ST A 1 + 0 5 . 4 6 74 . 3 7 I N V 8 " S D PROP. 4" PVC SDSEE GRADING SHEETS LINE "C"SEE SHEET C-2.04 PROP. 8" PVC SDSEE GRADING SHEETS SE E S H E E T C - 2 . 0 4 36" RCP SDJOIN EXIST. IDENTICALPOINT IDENTICALPOINT PROP. FS PROP. FS PROP. FSPROP. FS 90 105 18"x8" 115 Q(100)=43.7 cfsV=13.9 fpsQ(100)=43.7 cfsV=19.4 fpsQ(100)=57.03 cfsV=27.3 fps HGL (100) HGL (100)=75.6(ASSUMED) HGL (100) HGL (100) 29 EXIST. 36" RCP- PROTECT INPLACE EXIST. 18" RCP- PROTECT INPLACE 74.50 I N V 4" SD PROP. 8" PVC SDSEE GRADING SHEETSPROP. 12" PVC SDSEE GRADING SHEETS 115100 88.0 I N V 12" SD 100 . 9 I N V 8" S D LINE 'B'LINE 'B' S=0.0467 EXIST. GROUND EXIST. GROUND STORM DRAIN PLAN/PROFILE 17 ' ± M A X . C O V E R IN S T A L L P I P E I N B E D D I N G P E R M A N U F A C T U R E R ' S RE C O M M E N D A T I O N S F O R C O V E R H I E G H T S=0.10 0 4 JN NF I '-' - / __ .,,.,,-' --✓---' _, 0 NO. BEARING/DELTA RADIUS LENGTH ® N 85°14'36" E . 96.20 @ 44°08'15" 300.00 231.10 ® N 41°06'21" E . 81.77 (I) 43°57'12" 300.00 230.14 DAlE INITIAL ENGINEER OF WORK REVISION DESCRIPTION 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CONSTRUCT BROW DITCH· TYPE 'B'-PER S.D.R.S.D. DWG. NO. D-75, MOD. WIDTH PER PLAN, DEPTH= 6" UNLESS OTHERWISE SHOWN DAlE INITIAL DAlE INITIAL OlHER APPROVAL CITY APPROVAL I SHEET I CITY OF CARLSBAD ENGINEERING DEPARTMENT GRADING PLANS FOR: GR2023-0042 APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 26 OWN BY: PROJECT NO. CHKD BY: RVWD BY: CUP2021-0014 DATE DRAWING NO. 546-1A Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025 20 21 22A CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04 23 24 25 26 27 28 29 CONSTRUCT ATRIUM DRAIN PER DETAIL 21, SHEET C-0.04 CONSTRUCT HEADWALL (INLET) AND TRASH RACK PER DETAIL 22, SHEET C-0.04 CONSTRUCT BIOFILTRATION AREA WITH UNDERDRAIN PER DETAIL 24/25, SHEET C-0.05 CONSTRUCT RESILIENT SURFACE DRAIN PER DETAIL 26, SHEET C-0.04 STORM DRAIN CONSTRUCTION NOTES CONSTRUCT CONCRETE WEIR PER DETAIL 27, SHEET C-0.04 CONSTRUCT INLET AT BROW-DITCH PER DETAIL 28, SHEET C-0.05 CONSTRUCT 36"x36" CATCH BASIN & GRATE (OUTLET) PER DETAIL 24/25, SHEET C-0.05 30 31 CONSTRUCT CATCH BASIN - TYPE 'F'- PER S.D.R.S.D. DWG. NO. D-07 CONSTRUCT 4" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 CONSTRUCT STORM DRAIN CLEANOUT - TYPE 'A' - PER S.D.R.S.D. DWG. NO. D-09 32 33 34 CONSTRUCT HDPE FITTING PER MANUFACTURER'S RECOMMENDATIONS. SIZE PER PLAN. 22B CONSTRUCT 8" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22C CONSTRUCT 12" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22D CONSTRUCT 18" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% CONSTRUCT SUBDRAIN PER DETAIL 35, SHEET C-0.05 CONNECT SUBDRAIN TO PVC STORM DRAIN LINE 35 36 CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 37, SHEET C-0.0537 CONSTRUCT CURB INLET - TYPE B - 5-FOOT TRANSITION, PER S.D.R.S.D. STANDARD DETAILD-02, Y=3.5', L=7' UNLESS OTHERWISE SHOWN ON PLAN, WITH STENCIL PER CITY STD. DS-1 REMOVE HEADWALL, INLET, AND/OR INTERFERING SECTION OF PIPE FOR NEW CLEANOUT38 CONNECT TO SYNTHETIC SURFACE SUB DRAIN - SEE LANDSCAPE PLANS39 22E CONSTRUCT 24" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-GRATE-FULL 36-36-24 (OR APPROVED EQUAL)40 41 INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-CURB-FULL-24 (OR APPROVED EQUAL) 42 CONSTRUCT DECK DRAIN PER DETAIL 42, SHEET C-0.08 CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04, WRAP GRATE WITH MIRAFI 140N FILTER FABRIC 23A OUTLET PIPE THROUGH ALLAN BLOCK WALL - SEE DETAIL M/66 ON WALL PLANS 22F CONSTRUCT 30" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% CIVILENGINEERINGCONSULTING 999 CORPORATE DR., SUITE 100LADERA RANCH, CA 92694p: 949.463.8822e: tec@civtec.net September 9, 2025 VETERANS MEMORIAL PARKFARADAY AVE./WHITMAN WAYSTORM DRAIN PLAN/PROFILE 37 0 10 20 40 SCALE: 1" = 20' S E SHEET C-2.04 HORIZ.: 1"=20' VERT.: 1"=4' PROFILE SCALES:7+507+006+506+005+50 1+00 1+50 I 80 70 LINE "B"SEE SHEET C-2.03 90 CONST. 26.38 LF - 18" HDPE STORM DRAIN PROP. 8" PVC SDSEE GRADING SHEETS LINE 'B'0 10 20 40 SCALE: 1" = 20' S E LINE 'C' STORM DRAIN LINE/CURVE DATA J 105 95 115 TY P E ' A ' C . O . # 9 ST A 1 + 3 0 . 3 8 89.5± R I M 88.5 ± R I M TY P E ' A ' C . O . # 8 ST A 1 + 0 0 . 0 0 105 95 115 (71.6 ± ) I N V 3 6 " VERIF Y I N F I E L D ST A 1 + 0 2 . 0 0 73 . 1 0 I N V ST A 1 + 2 8 . 3 8 84 . 0 ± I N V (8 4 . 0 ± ) I N V 1 8 " VE R I F Y I N F I E L D ST A 7 + 3 9 . 2 1 10 4 . 9 7 I N V TY P E ' A ' C . O . # 7 ST A 7 + 3 9 . 2 1 114.8± R I M 105.60 INV 18 " LINE 'B-2' CONST. 228.14 LF - 30" HDPE STORM DRAIN LINE 'B-1'SEE SHEET C-2.02 22F STA 7+39.21 LINE 'B'CO #7 29STA 1+00.00 LINES'B-1' & 'B-2' LINE 'B-2'SEE SHEET C-2.02 22D 109.12 IN V 8" SD EC SE E S H E E T C - 2 . 0 3 PROP. FS PROP. FS Q(100)=12.4 cfsV=24.7 fps Q(100)=43.7 cfsV=11.6 fps HGL (100)=74.6(ASSUMED) HGL (100)HGL (100) 105.30 INV 24 " LINE 'B-1' EXIST. 36" RCP- PROTECT INPLACE EXIST. 18" RCP- PROTECT INPLACE EXIST. 36" RCP- PROTECT INPLACE 85.17 I N V 4" SD LINE 'B' LINE 'C' S=0.0114 EXIST. GROUND EXIST. GROUND C0 #8STA 1+00.00JOIN EXIST.36" RCP SD 3829 C0 #9STA 1+30.38 29 38 JN NF ' V \ '\ __ .... -- ---- \ --, __ . 1111 IVI --------- - A V a ,--+------+-----, - " i" -C-81640 Exp. 09-30-27 ,>);,'i CI V \ I. _j; ~ OF' CAL,lfO'l"~ 0 0 0 0 0 0 0 0 0 0 0 0 CONSTRUCT BROW DITCH -TYPE 'B'· PER S.D.R.S.D. DWG. NO. D-75, MOD. WIDTH PER PLAN, DEPTH= 6" UNLESS OTHERWISE SHOWN 0 0 0 0 0 0 0 0 V r---.. V - ----I>-. v V ) I J I I , ' / , Iii J I I ' ' ' I'- ----' I ' ~/_ ,, ) I I I V / ' / ,,,✓ / \ ' "' "' "' ' I -/ \ I I ::; r ' ✓ l I (' - I . 0 0 t----+--+------------+---+----+---+----t I SHEET I CITY OF CARLSBAD ~1 ;:::::::::::::::::::::'...:::::::::::::::::::::E::::N::::Gl=N:::EE:::R=IN=G:::::::::D:::EP=A=RT=M:::E:::N=T==~~==::::::: GRADING PLANS FOR: NO. BEARING/DELTA RADIUS LENGTH (D 43°57'12" 300.00 230.14 ( J) N 48°53'39" W 30.38 GR2023-0042 APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9 /30 /26 DA TE II\ DA 1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA 1E INITIAL DAlE INITIAL OlHER APPROVAL CITY APPROVAL OWN BY: CHKD BY: __ _ RVWD BY: PROJECT NO. DRAWING NO. CUP2021-0014 546-1A Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025 10' 10' TEMPORARY SLOPE EASEMENT TO ARCHSTONE-SMITHPER DOC. #2002-0135146(TO EXPIRE ONCE THE CITY OF CARLSBAD ACCESSTHE IMPROVEMENTS IN THE R.O.W.) EASEMENT TO SAN DIEGOCOUNTY WATER AUTHORITYPER DOC. #2014-0105138 HMPBOUNDARY 100 101 102 103 104 105 106 107 112 113 114 115 118 119 CIVILENGINEERINGCONSULTING 999 CORPORATE DR., SUITE 100LADERA RANCH, CA 92694p: 949.463.8822e: tec@civtec.net September 9, 2025 VETERANS MEMORIAL PARKFARADAY AVE./WHITMAN WAYHORIZONTAL CONTROL/SIGNING AND STRIPING PLAN 38 0 20 40 80 SCALE: 1" = 40' S E SHEET C-4.01 MATCH LI N E - S E E S H E E T C - 4 . 0 3 WHITM A N W A Y F A R A D A Y A V E . F A R A D A Y A V E . WHITMAN WAY FA R A D A Y A V E N U E SHEETC-4.01 S ESHEET INDEX MAP SCALE: 1" = 500' MATCH LINE - SEE SHEET C-4.03 MATCH LINE - SEE SHEET C-4.03 MAT C H L I N E - S E E S H E E T C - 4 . 0 2 SHEETC-4.02 SHEETC-4.03 SHEETC-4.04 SHEETC-4.05 SIGNING/STRIPING CONSTRUCTION NOTES: SEE SHEET C-4.06 FOR ESTIMATED QUANTITIES, NOTES,DETAILS, AND DATUM STATEMENT 2 5 . 3 3 ' 15.33 ' 26.70' 5 6 . 0 0 ' POINT TABLE POINT # 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 NORTHING 1995561.47 1995570.70 1995541.24 1995550.47 1995510.78 1995522.90 1995460.89 1995473.01 1994367.62 1994362.63 1994335.92 1994330.93 1995755.35 1995689.46 1995423.99 1995219.03 1995002.43 1995034.42 1995290.64 1995299.33 1995340.27 1994617.37 1994271.22 1994281.19 1994444.30 1994241.92 1994245.11 1993866.70 1993749.18 EASTING 6238712.55 6238724.80 6238727.80 6238740.05 6238741.86 6238765.64 6238767.28 6238791.07 6239780.49 6239800.54 6239772.60 6239792.65 6238861.23 6238411.02 6238842.47 6238757.78 6238857.86 6238925.97 6239086.62 6239172.84 6239934.54 6239217.26 6239767.15 6239843.28 6240064.26 6240138.17 6240289.16 6239929.32 6240186.46 DRIVEWAY W = 30' C.L. ST. STA. 1 8 + 4 7 . 0 8 36.00' 3 0 . 0 0 ' 1 8 . 0 0 ' 2 6 . 2 0 ' 18.00'26.00'18.00' 8 . 0 0 ' 24.00' 6.50' 18. 0 0 ' 26. 0 0 ' 6.5 0 ' 18. 0 0 ' 26. 0 0 ' 18. 0 0 ' 8. 0 0 ' 10.0 0 ' 10.00' 10.00' 10. 0 0 ' 10.00 ' 10.00' 8.00' 1 0 . 0 0 ' 2 6 . 0 0 ' 18 . 0 0 ' 8. 0 0 ' 5. 0 0 ' R12.50' R74 . 0 0 ' R4 0 . 0 0 ' CONSTRUCT ADA PARKING STRIPING & WHEEL STOPS PER DETAILS 1 AND 2, SHEET C-4.06100 102 101 CONSTRUCT ADA PARKING STRIPING & WHEEL STOPS PER DETAILS 1 AND 2, SHEET C-4.06 PAINT NEW PARKING STALL STRIPING PER DETAIL 3, SHEET C-4.06 INSTALL ADA SIGNAGE PER LANDSCAPE ARCHITECT'S PLANS 103 PAINT EV PARKING STALL STRIPING PER LANDSCAPE ARCHITECT'S PLANS 104 PAINT "STOP" AND STOP BAR PER CAL. M.U.T.C.D. AND SECTION 3B.16 INSTALL "STOP" SIGN (R1-1) PER CAL. M.U.T.C.D. AND SECTION 2B.05 AND DETAIL 4 SHEET C-4.06105 105 104 101 103 TYP. 102 TYP. R21 . 0 0 ' 100 100 100 101 101 101 102 TYP. 102 TYP. 103 TYP. 9.0 0 ' TY P . 9.0 0 ' TYP . 9.0 0 ' TYP. 102 TYP. R 1 0 . 0 0 ' R1 0 . 0 0 ' R54.00' 10.50' R12 . 5 0 ' 1 4 . 0 0 ' LEGEND ACCESSIBLE PATH OF TRAVEL INSTALL TRUNCATED DOMES PER S.D.R.S.D. DWG. NO. G-30 AND DETAIL ON SHEET C-0.07106 106 106 106 106 106 106 JN NF GI c:,'!- ------0 ... . '. ' .. y/ ,/' \ \ ~ \ \ \ \__:. i!ill<l!I ! · . ~ . 1W11!I I I ,!fll \ I - J_ ---\__/ ~------------------------ . ; . . • +. + ,: +. • . ,; .. :+. +: .. • + •• • ::::: •.. < .. . ••••• •• J. A:-:{.\::. • • • +. + •••· .. )::. :.:,•.: . . . •> ~/ . . ---------- I I I I ~- f ··:,· . . . +: + •• ' ::<:· - - ._____~.. . . frw.w,. J - :Ir :: -_-_-_-•• • ··································~················· t----+----+--------1-----+-----1--------1-----1 fSHrnl CITY OF CARLS BAD ~ l__J ENGINEERING DEPARTMENT ~ t---+--+-------------+-----1-----lf---+----1 GRADING PLANS FOR: t---+---+--------------+----J-____jl-----1-----1 ~G==R2==0=2==3====0=0=42=================! APPROVED: JASON S. GELDERT ,----+---+..,..----------------l------1-----1---1--J ::';EN;;Gl:;:NE:;ER;;:IN::::G ::MAN:::A::G::ER:::;-;:R::CE:::::6::39::::1 =:2 :::::E::XP::::IR=:ES:::::9::3::0::2::6==:::::D~A TE~:::: 1---;;D,-..AlE;;,-,f-,IN""ITl;;--;A,--L t-""..__--------------I--D-A-lE---1--INI-TIA-L+-D-A-lE---1--1NI-TIA-L--I OWN BY: --PROJECT NO. DRAWING NO. ENGINEER OF WORK REVISION DESCRIPTION t-0-lH-ER_A_.PP_R_O'l-AL--C-ITY-AP--'-PR-O'l-AL--I 2~ ~~; --CUP2021-0014 546-1 A Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025 HMPBOUNDARY HMPBOUNDARY HMPBOUNDARY HMPBOUNDARY HMPBOUNDARY HMPBOUNDARY 118 119 120 10' 10' CIVILENGINEERINGCONSULTING 999 CORPORATE DR., SUITE 100LADERA RANCH, CA 92694p: 949.463.8822e: tec@civtec.net September 9, 2025 VETERANS MEMORIAL PARKFARADAY AVE./WHITMAN WAY 39 0 20 40 80 SCALE: 1" = 40' S E SHEET C-4.02 MA T C H L I N E - S E E S H E E T C - 4 . 0 1 MATCH LINE - SEE SHEET C-4.03 MATCH LINE - SEE SHEET C-4.04 MA T C H L I N E - S E E S H E E T C - 4 . 0 3 SHEETC-4.02 SHEETC-4.03 SHEETC-4.04 SHEETC-4.05 F A R A D A Y A V E . WHITMAN WAY FA R A D A Y A V E N U E SHEETC-4.01 S ESHEET INDEX MAP SCALE: 1" = 500' POINT TABLE POINT # 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 NORTHING 1995561.47 1995570.70 1995541.24 1995550.47 1995510.78 1995522.90 1995460.89 1995473.01 1994367.62 1994362.63 1994335.92 1994330.93 1995755.35 1995689.46 1995423.99 1995219.03 1995002.43 1995034.42 1995290.64 1995299.33 1995340.27 1994617.37 1994271.22 1994281.19 1994444.30 1994241.92 1994245.11 1993866.70 1993749.18 EASTING 6238712.55 6238724.80 6238727.80 6238740.05 6238741.86 6238765.64 6238767.28 6238791.07 6239780.49 6239800.54 6239772.60 6239792.65 6238861.23 6238411.02 6238842.47 6238757.78 6238857.86 6238925.97 6239086.62 6239172.84 6239934.54 6239217.26 6239767.15 6239843.28 6240064.26 6240138.17 6240289.16 6239929.32 6240186.46 1 0 . 0 0 ' 10.00' 10.50' 10.0 0 ' 10.00' 8.00' SIGNING/STRIPING CONSTRUCTION NOTES: SEE SHEET C-4.06 FOR ESTIMATED QUANTITIES, NOTES,DETAILS, AND DATUM STATEMENT 100 102 101 CONSTRUCT ADA PARKING STRIPING & WHEEL STOPS PER DETAILS 1 AND 2, SHEET C-4.06 PAINT NEW PARKING STALL STRIPING PER DETAIL 3, SHEET C-4.06 INSTALL ADA SIGNAGE PER LANDSCAPE ARCHITECT'S PLANS 103 PAINT EV PARKING STALL STRIPING PER LANDSCAPE ARCHITECT'S PLANS 104 PAINT "STOP" AND STOP BAR PER CAL. M.U.T.C.D. AND SECTION 3B.16 INSTALL "STOP" SIGN (R1-1) PER CAL. M.U.T.C.D. AND SECTION 2B.05 AND DETAIL 4 SHEET C-4.06105 R21.00' R12.50' 10 . 5 0 ' 10. 5 0 ' HORIZONTAL CONTROL/SIGNING AND STRIPING PLAN LEGEND ACCESSIBLE PATH OF TRAVEL INSTALL TRUNCATED DOMES PER S.D.R.S.D. DWG. NO. G-30 AND DETAIL ON SHEET C-0.07106 JN NF ... ...... '•:<• . • • • +. + : : .. ;. / I • ' I I '\ \ ,-----0 ~~ / / _.,,- / \~!~: ':::::. • +' +. + ...... . . . . . . :ff '." :+:+: .... . •: \ \\ I ____ /_____ 7•~~ ............ ....., /~ \ I --...._ ---.. ... --' ~-•--•---.____,__, .... - --... \ --------,__ ....... ---"'~ I .,,.-~~•c---= -__ :::;:•·-·-·-·-· •••••• _,_ ••• ---·. ••• • - -""'""->,__ .___ - - - - --~"==-,__---~,,.____________"-------._:::. ' " \ --~ -• ··•·•·•· ·•----·-·------------·•· •·. ---·-•-·---------·--------·---·. . . ' ,_ ,__ . ' -_, _, --:::.:---' ~ ... ,, -~ ----·•·•·•·• •··· •• • • ··•·•·---··-••.· •• ' ----,___ ------. -. ·.·.·.·. ·.·.·.•.•,:-.-.· .. ·.·.. :-,.... ,.__ ...... I \ ... -,.,-A -•• •.•---------·-·-·-·... • •• ·•··----:.-:-:.:---·---·---·· •• :-: - ---- ----- -•..... · .. --·----: :-:--.:.-----•• ----·-----------:.:.:.-----------. ·"-" --"-... I .,, ,_;;.--•• -----:.--··· • • •.• •·-··-----.:..-.·-·•--:.. ---• ·•·•-·--.... . ·.·.· .. ·. • ... •.•·-· .. ---·--·--.. ·•--•-------•--•------·-··· .·... . .. ·• .. --<-•-• ·-.. " ",' _,_ • ~~:Jt,·?~{\~::gg:::=::;:~:g:::::::::':f:!~:;::}~E@·::=::--;,,c-- • •• ·::-:-:"'.:-:-:., .. .-·· ... . . ,,,:::;:: • . • • .· . •• • •.. -:=:-~ .. I I I I I -II, I I I I I ( •••••• :~':,, ~:- :ii... :i : . • . • 11. .;' .::::: : • . • • '. . . :,:· . ·. + • • • . . . . 11< Ji ... ) / I I I: / I ?{ . . . . . . 11111,_., ·.•, <:: . . .. I I ~ .I '. +. +. 1:-7 . . . '::\ . ' .. . . . ' . . ... • + ••• + ·1·-:-. . . . ' ... . . . . . . I :••: ' . . . . . . ·. . . ':::: ~ ,_ I I \ \ \ ! / I / -------- ~ F>•:-:-u :-:-:~ I I / DA 1E INITIAL ENGINEER OF WORK .. -II- REVISION DESCRIPTION - DA 1E INITIAL OlHER APPROVAL - DAlE INITIAL CITY APPROVAL ,-I IL..__ __ _ I SHEET I CITXGINEERING DEPARTMENT OF CARLSBAD~ GRADING PLANS FOR: GR2023-0042 ENGINEERING MANAGER s GELDERT APPROVED: JASON • DA TE RES g 30 26 RCE 63912 EXPI DRAWING NO. OWN BY: CHKD BY: ~ RVWD BY: PROJECT NO. 4 546-1 A CUP2021-001 Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025 10' HMPBOUNDARY HMPBOUNDARY 115 116 117 118 121 10' 10' CIVILENGINEERINGCONSULTING 999 CORPORATE DR., SUITE 100LADERA RANCH, CA 92694p: 949.463.8822e: tec@civtec.net September 9, 2025 VETERANS MEMORIAL PARKFARADAY AVE./WHITMAN WAY 40 0 20 40 80 SCALE: 1" = 40' S E SHEET C-4.03 MATCH LIN E - S E E S H E E T C - 4 . 0 1 MATCH LINE - SEE SHEET C-4.01 MATCH LINE - SEE SHEET C-4.02 MATCH LINE - SEE SHEET C-4.02 MA T C H L I N E - S E E S H E E T C - 4 . 0 4 F A R A D A Y A V E . WHITMAN WAY FA R A D A Y A V E N U E SHEETC-4.01 S ESHEET INDEX MAP SCALE: 1" = 500' SHEETC-4.02 SHEETC-4.03 SHEETC-4.04 SHEETC-4.05 FA R A D A Y A V E . POINT TABLE POINT # 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 NORTHING 1995561.47 1995570.70 1995541.24 1995550.47 1995510.78 1995522.90 1995460.89 1995473.01 1994367.62 1994362.63 1994335.92 1994330.93 1995755.35 1995689.46 1995423.99 1995219.03 1995002.43 1995034.42 1995290.64 1995299.33 1995340.27 1994617.37 1994271.22 1994281.19 1994444.30 1994241.92 1994245.11 1993866.70 1993749.18 EASTING 6238712.55 6238724.80 6238727.80 6238740.05 6238741.86 6238765.64 6238767.28 6238791.07 6239780.49 6239800.54 6239772.60 6239792.65 6238861.23 6238411.02 6238842.47 6238757.78 6238857.86 6238925.97 6239086.62 6239172.84 6239934.54 6239217.26 6239767.15 6239843.28 6240064.26 6240138.17 6240289.16 6239929.32 6240186.46 14.00' 14.00' 14.00 ' 10. 0 0 ' 1 0 . 0 0 ' 10.0 0 ' 10.00' 10.00' 10. 0 0 ' 10.0 0 ' 10.00' R12.5 0 ' SIGNING/STRIPING CONSTRUCTION NOTES: SEE SHEET C-4.06 FOR ESTIMATED QUANTITIES, NOTES,DETAILS, AND DATUM STATEMENT 100 102 101 CONSTRUCT ADA PARKING STRIPING & WHEEL STOPS PER DETAILS 1 AND 2, SHEET C-4.06 PAINT NEW PARKING STALL STRIPING PER DETAIL 3, SHEET C-4.06 INSTALL ADA SIGNAGE PER LANDSCAPE ARCHITECT'S PLANS 103 PAINT EV PARKING STALL STRIPING PER LANDSCAPE ARCHITECT'S PLANS 104 PAINT "STOP" AND STOP BAR PER CAL. M.U.T.C.D. AND SECTION 3B.16 INSTALL "STOP" SIGN (R1-1) PER CAL. M.U.T.C.D. AND SECTION 2B.05 AND DETAIL 4 SHEET C-4.06105 R21.00' R21.0 0 ' HORIZONTAL CONTROL/SIGNING AND STRIPING PLAN LEGEND ACCESSIBLE PATH OF TRAVEL INSTALL TRUNCATED DOMES PER S.D.R.S.D. DWG. NO. G-30 AND DETAIL ON SHEET C-0.07106 JN NF ,..... ....... . .· .•. . ... . ··. . . ........ ·-·.·.; . ··. . ·,• -"""' • : : ,;:;~:::}\ •• ~):!•::\\\ :::::. : ::.::::: . .· ,:' · • · ... ::) 1· ::,···l \:•: ;:I ~ :·.....,.,.., 'ili.::,'-'U-'1./ .+:• . • : l1 • .• •• . ••••·• l1 :>'+; •• •• • ,=-:-: ;1 • • . I : II : + • • -·-~ • . . • I/ • "" •• . . , I . . • • . . I . .·• • :1·) L • ·•.; • • • ·.·.·'. .· . :,;~ :i _( ~ : ii : • f • ·1,1.---... • • • • • • +' • .··<:' : .:· : :: __ ::: . : _: ~-ill • .::::.· + • • . . . : • • + + 1 ::-,: .. :' .:= /\_:::. ; .· 1=-'.! . • . ·. .· . . . : :::.. \f ~:::=> •.• •• 1; ••• + •• • : : + •• . . . . •: -~~ . . .. . .. • • + •• ·::::,: •• • •• ••• •,::(.· .: . . . ·.·.·. •.•.• • +. + ••• . . ... . .. • :+ .... . ..... . ;:+'.+" . . :,~ :,-=:: . . . I I> .::::::: '. .:='' 1-l N : . :1 = :;:;:+ / I ,,-11-II •••••• I I ··: . . . . ... . I ,:1= .f j ••• + 1:· ·=·····< .. 1= . : : : : : , . . . . . . . . . . . .. . . I I I I I I I I I . + + ••• -: : ..• II J} . : : • . . .Ii :,:= : : : : :,· . : I I .. •• +. . . . . . . I :;:: . . . i ( \ - -, I :' I I I ':1:: ,: : : : : : + \ ... I ll} : .. ) I I I L. =': ... ii i' f . + +. + --:-,· +. +. +:: i: =,!1 ~, •• + + + • -11-1 :::~, /.~-..:== ~:=:-:;;• .-:-: •;;:-::;~ I •.•.· i-~ :,·. / / . . \:::.-~ . . . . . . . •♦:::::. I I I ~ I ~ I [ r----- l\ I fSHrnl CITY OF CARLSBAD ~ ~==~===t====================t===t==t===t=~ l__J ENGINEERING DEPARTMENT ~ t-----t--+----------+---1---+--+-----I GRADING PLANS FOR: t-----t--+----------+---1---+--+-----I :,::::::GR=2=02=3=====00=4=2 ========~ f------t--+------------l---l-----1-----1-----I APPROVED: JASON S. GELDERT f------t--+-,..--------------1---l-----1-----I-----I ~EN~GIN=;:EER:::::::ING::::::M::::::AN:::::AG:::::ER :::;-;:::::RCE:::::6=:391:=:2::::::E::::XP::::IRES::::::9=:3:=0 ::::26==:=DA:::::::TE===:= 1---.-.oA=lE--t-,,,IN=mA,.,--L +-""'"-----------+...,....DA=lE-+-IN=mA-,-L+...,....DA-lE-+-IN-111---IAL OWN BY: --PROJECT NO. DRAWING NO. ENGINEER OF WORK REVISION DESCRIPTION f-OlH=--Ec::...R A-'-PP=RO=VA-=--L i--=-:..:.CITYC::...Af'-l.P..::..::RO=VA=--iL l!.!.:2~!..!!!KD:'.....!~~~;~=-=-=.I CUP2021-0014 546-1 A Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025 HMPBOUNDARY HMPBOUNDARY HMPBOUNDARY HMPBOUNDARY HMPBOUNDARY HMPBOUNDARY 108 109 110 111 122 123 124 125 126 10' 10' CIVILENGINEERINGCONSULTING 999 CORPORATE DR., SUITE 100LADERA RANCH, CA 92694p: 949.463.8822e: tec@civtec.net September 9, 2025 VETERANS MEMORIAL PARKFARADAY AVE./WHITMAN WAY 41 0 20 40 80 SCALE: 1" = 40' S E SHEET C-4.04 MATCH LINE - SEE SHEET C-4.02 MA T C H L I N E - S E E S H E E T C - 4 . 0 3 F A R A D A Y A V E . WHITMAN WAY FA R A D A Y A V E N U E SHEETC-4.01 S ESHEET INDEX MAP SCALE: 1" = 500' SHEETC-4.02 SHEETC-4.03 SHEETC-4.04 SHEETC-4.05 F A R A D A Y A V E . MATCH LINE - SEE SHEET C-4.05 32 . 6 7 ' 20.67' DRIVE W A Y W = 2 6 ' C.L. S T . S T A . 3 3 + 6 6 . 9 2 POINT TABLE POINT # 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 NORTHING 1995561.47 1995570.70 1995541.24 1995550.47 1995510.78 1995522.90 1995460.89 1995473.01 1994367.62 1994362.63 1994335.92 1994330.93 1995755.35 1995689.46 1995423.99 1995219.03 1995002.43 1995034.42 1995290.64 1995299.33 EASTING 6238712.55 6238724.80 6238727.80 6238740.05 6238741.86 6238765.64 6238767.28 6238791.07 6239780.49 6239800.54 6239772.60 6239792.65 6238861.23 6238411.02 6238842.47 6238757.78 6238857.86 6238925.97 6239086.62 6239172.84 POINT TABLE POINT # 120 121 122 123 124 125 126 127 128 NORTHING 1995340.27 1994617.37 1994271.22 1994281.19 1994444.30 1994241.92 1994245.11 1993866.70 1993749.18 EASTING 6239934.54 6239217.26 6239767.15 6239843.28 6240064.26 6240138.17 6240289.16 6239929.32 6240186.46 8 . 0 0 ' 8.00 ' 10.50' 14.00' 10 . 0 0 ' 10.00' 7.00' 10. 0 0 ' 10.00' 10.00' 10 . 0 0 ' 6.00 ' 1 0 . 0 0 ' 1 8 . 0 0 ' 2 6 . 0 0 ' 1 8 . 0 0 ' 1 0 . 0 0 ' 1 5 . 0 0 ' R10.00' R36. 0 0 ' R10.00' R13.00' R12.50' SIGNING/STRIPING CONSTRUCTION NOTES: SEE SHEET C-4.06 FOR ESTIMATED QUANTITIES, NOTES,DETAILS, AND DATUM STATEMENT 100 102 101 CONSTRUCT ADA PARKING STRIPING & WHEEL STOPS PER DETAILS 1 AND 2, SHEET C-4.06 PAINT NEW PARKING STALL STRIPING PER DETAIL 3, SHEET C-4.06 INSTALL ADA SIGNAGE PER LANDSCAPE ARCHITECT'S PLANS 103 PAINT EV PARKING STALL STRIPING PER LANDSCAPE ARCHITECT'S PLANS 104 PAINT "STOP" AND STOP BAR PER CAL. M.U.T.C.D. AND SECTION 3B.16 INSTALL "STOP" SIGN (R1-1) PER CAL. M.U.T.C.D. AND SECTION 2B.05 AND DETAIL 4 SHEET C-4.06105 105 104 9.00' TYP. 100 101 103 TYP. 102 TYP. 14.00 ' 10 . 5 0 ' R 1 2 . 5 0 ' 10.50' HORIZONTAL CONTROL/SIGNING AND STRIPING PLAN LEGEND ACCESSIBLE PATH OF TRAVEL INSTALL TRUNCATED DOMES PER S.D.R.S.D. DWG. NO. G-30 AND DETAIL ON SHEET C-0.07106 106 JN NF / / / r I I L. I ,_ I I \ ' ' I I I J \,, ', r I I I I I I I I I I I ~ \ I -II- \ \ ' I -II-1-1 -II- • • ·""· -- -::f :::::->::: •• : : ... ............ ............ '-=,"---=, -I j ' ---=-,~ '\: ir I I J I j I f I , ; I ' .. : : :: : : :: : :: ill::::;::: :-0 -: :; : :: :: : : : : • t ...... <·. ~. + •••••• •.•.•.' --,,-.....-~·· .. , ..... . • • ;. : : : :; : : : : : : :: <::::::: :: : : :; : :: : : : : : : : : : :>: •;. •••••• .·.·.~. ~. ·.•.~=-=·-::::::: . ,: : : : : ❖'.:.:. :-:. : ❖: ❖:.:. •••••••••• • +. + _:::: t .. : .• .. ~ • • ······· ••. :-:-: ,: ........... : .. ·~ .. ~~ .... ,:.:. :-:-:-: <. ..................... . . . . . . . . . . . . . . . . . . ~.·. ',,-;-:;..-. -,, . .;.;. l U I/ a a :::: J a ;::::· J 1 · .. ~{ _, :,re~ • * •.. . .. ~ • . . . . . . .. .. • • • ·•:-:-:♦:-:-·•·. * ::-~.., ' ; ...... _,,,,_ --- \ \.... • • ·~ \", :::::: :::: \\ .. \ . ,.._,.....__ ~ ' .... , .... , ',,, .•.•.•. ---<JI•. 11. , ~v~ \ -,. , ,. __ . . .I - . . • • . . . . . . .,.r-. - ~ I I n' ··•· . . . ... . . . . . . . . •.•.•·········· + -·· . • )( ~ / c·, ,'.,'. ' .·' + :\t ,.;::: fSHrnl CITY OF CARLSBAD ~ 1----+----+---------------+-----1--1----+-------1 l__J ENGINEERING DEPARTMENT ~ l----+---+---------------+-------l--1----+-----I 1----+---+---------------+-------1--1----+-----1 GRADING PLANS FOR: l----+---+---------------+-------l--1----+-----I GR2023-0042 APPROVED: JASON S. GELDERT 1----+----+-~-------------+-----1--1----+-------1 ~EN~Gl:::NE~ER:::':ING:::::M:::AN:::::A:::GE::::R :::;-;::::RCE=63::::91:::::2:::::::::EXP:::::IR:::ES:::::9=30=:2:;'6;:::=:::::D::::ATE:::::::::::::::: i------c=-+-,,~___µ...._ ___________ -+----l--1----+-----I OWN BY: --PROJECT NO. DRAWING NO. DAlE INITIAL 1--DA_lE~_INI_TIA_L+-D_AlE~_IN_ITl_AL--1 CHKD BY: __ CU P2021 -001 4 546-1 A ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL RVWD BY: Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025 HMPBOUNDARY HMPBOUNDARY EXISTINGPEDESTRIANUNDERPASS 122 123 125 126 127 128 10' 10' CIVILENGINEERINGCONSULTING 999 CORPORATE DR., SUITE 100LADERA RANCH, CA 92694p: 949.463.8822e: tec@civtec.net September 9, 2025 VETERANS MEMORIAL PARKFARADAY AVE./WHITMAN WAY 42 0 20 40 80 SCALE: 1" = 40' S E SHEET C-4.05 MATCH LINE - SEE SHEET C-4.04 MATCH L I N E - S E E S H E E T C - 4 . 0 4 F A R A D A Y A V E . WHITMAN WAY FA R A D A Y A V E N U E SHEETC-4.01 S ESHEET INDEX MAP SCALE: 1" = 500' SHEETC-4.02 SHEETC-4.03 SHEETC-4.04 SHEETC-4.05 FA R A D A Y A V E . POINT TABLE POINT # 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 NORTHING 1995561.47 1995570.70 1995541.24 1995550.47 1995510.78 1995522.90 1995460.89 1995473.01 1994367.62 1994362.63 1994335.92 1994330.93 1995755.35 1995689.46 1995423.99 1995219.03 1995002.43 1995034.42 1995290.64 1995299.33 1995340.27 1994617.37 1994271.22 1994281.19 1994444.30 1994241.92 1994245.11 1993866.70 1993749.18 EASTING 6238712.55 6238724.80 6238727.80 6238740.05 6238741.86 6238765.64 6238767.28 6238791.07 6239780.49 6239800.54 6239772.60 6239792.65 6238861.23 6238411.02 6238842.47 6238757.78 6238857.86 6238925.97 6239086.62 6239172.84 6239934.54 6239217.26 6239767.15 6239843.28 6240064.26 6240138.17 6240289.16 6239929.32 6240186.46 R12.50' R12.50' 14.0 0 ' 8. 0 0 ' 14.00 ' 14. 0 0 ' 14.00 ' 14.00' 14.00' SIGNING/STRIPING CONSTRUCTION NOTES: SEE SHEET C-4.06 FOR ESTIMATED QUANTITIES, NOTES,DETAILS, AND DATUM STATEMENT 100 102 101 CONSTRUCT ADA PARKING STRIPING & WHEEL STOPS PER DETAILS 1 AND 2, SHEET C-4.06 PAINT NEW PARKING STALL STRIPING PER DETAIL 3, SHEET C-4.06 INSTALL ADA SIGNAGE PER LANDSCAPE ARCHITECT'S PLANS 103 PAINT EV PARKING STALL STRIPING PER LANDSCAPE ARCHITECT'S PLANS 104 PAINT "STOP" AND STOP BAR PER CAL. M.U.T.C.D. AND SECTION 3B.16 INSTALL "STOP" SIGN (R1-1) PER CAL. M.U.T.C.D. AND SECTION 2B.05 AND DETAIL 4 SHEET C-4.06105 R10.00' R10 . 0 0 ' 10.50' R21.50' HORIZONTAL CONTROL/SIGNING AND STRIPING PLAN LEGEND ACCESSIBLE PATH OF TRAVEL INSTALL TRUNCATED DOMES PER S.D.R.S.D. DWG. NO. G-30 AND DETAIL ON SHEET C-0.07106 JN NF . . ... • : : : : • : .. <· ::~r :•······················· •••• ·:r:.. -=-~· .... • '❖::: :S::::::::::::::::::::::::::::::::::: + B 0 / / •• + + • • . . . . . . . .. • • + •••• . . . . .... ~ \ "\ . ·. 11(100.4 . . . . . . . . . . . . . . . . . . . . . . . . ,. . . . . . . . / •.•.•.•. )(102.4 G a, ... • • + + .. Xl1&1 . . . . . . ... + + ••••• + + + ........... ....... . ·.::_. ,,.,,,,,,,-/~r --L_ : : : : •·<·. .•·a··.•···t -.-. : ~ . : : : : : : : + .: • • •• •.•.. • •.• ••• + •• --~- • + ••••••• + • . : \ \ I X117,! )(117.3 -- '/ X110.4 ~ ---------------·,rn1.1:::::::; _ --- ·-.- )(121.5 --=-------- -- --xtD:r--=======----x,m,-----.,,,., ------- 0 0 0 M.i-oo 0 45+00 - - t-------+---+-------------+---+-----+----+---------1 I SHEET I CITY OF CARLS BAD ~1 ;:::::::::::::::::::::'...:::::::::::::::::::::E::::N::::Gl=N:::EE:::R=IN=G:::::::::D:::EP=A=RT=M:::E:::N=T==~~==::::::: DA 1E INITIAL DAlE INITIAL DAlE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL GRADING PLANS FOR: GR2023-0042 APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 26 DATE DWN BY: PROJECT NO. CHKD BY: __ _ RVWD BY: CUP2021-0014 DRAWING NO. 546-1A Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025 CIVILENGINEERINGCONSULTING 999 CORPORATE DR., SUITE 100LADERA RANCH, CA 92694p: 949.463.8822e: tec@civtec.net September 9, 2025 VETERANS MEMORIAL PARKFARADAY AVE./WHITMAN WAY 43 SHEET C-4.06 HORIZONTAL AND VERTICAL CONTROL DATUM: GENERAL NOTES 1. CONTRACTOR SHALL REFERENCE ARCHITECTURAL AND/OR LANDSCAPE PLANS FORADDITIONAL HARDSCAPE REQUIREMENTS AND DETAILS AND DIMENSIONS.2. CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING LANDSCAPE ANDHARDSCAPE IMPROVEMENTS AS NECESSARY TO CONSTRUCT IMPROVEMENTS SHOWNHEREON.3. ALL SIDEWALKS, CURB RETURNS, AND ACCESS POINTS SHALL MEET TITLE 24 ANDAMERICANS WITH DISABILITIES ACT (ADA) REQUIREMENTS.4. SEE SHEET C-4.03 FOR CURB LINE AND CURVE DATA. COORDINATES/BASIS OF BEARINGS: THE COORDINATES SHOWN HEREON ARE BASED UPON THE CALIFORNIA COORDINATE SYSTEM OF 1983,CCS83, ZONE 6, (EPOCH 1991.35) IN ACCORDANCE WITH THE CALIFORNIA PUBLIC RESOURCES CODESECTIONS 8801-8819; SAID COORDINATES ARE BASED LOCALLY UPON FIELD-OBSERVED TIES TO THEFOLLOWING CALIFORNIA SPATIAL REFERENCE NETWORK, OR EQUIVALENT STATIONS: REFERENCED STATIONS CONNECTED PER ROS 17271:105,109,58,57,56,130 ALL COORDINATES ARE EXPRESSED IN US SURVEY FEET (ONE FOOT = 39.37/12 METERS). THE COORDINATESSHOWN HEREON ARE EXPRESSED IN TERMS OF GROUND DISTANCES. FROM THE GRID COORDINATE NORTH1,995,736.572 AND EAST 6,240,281.313 APPLY THE RECIPROCAL OF THE AVERAGE COMBINATION FACTOROF 0.999 961 32 TO OBTAIN GROUND COORDINATES. BENCHMARK:THE ELEVATIONS SHOWN HEREON ARE BASED UPON CITY OF CARLSBAD LOCAL NGVD29 DATUM; SAIDELEVATIONS ARE BASED LOCALLY UPON FIELD-OBSERVED TIES TO THE FOLLOWING CITY OF CARLSBADLOCAL BENCHMARKS: REFERENCED STATIONS CONNECTED PER ROS 17271:105,109,58,57,56,130 NOTE TO CONTRACTOR: A. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR PROVIDING COMPLETE,TIMELY AND ACCURATE FIELD LAYOUT OF THE PROPOSED SITE IMPROVEMENTSINCLUDING, BUT NOT NECESSARILY LIMITED TO, HORIZONTAL AND VERTICALCONTROL AND DIMENSIONAL COORDINATION AS NECESSARY TO CONSTRUCTTHE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THIS SURVEYWORK SHALL BE PERFORMED BY A LICENSED LAND SURVEYOR AND SHALLPROVIDE FOR THE SURVEY AND STAGING OF ALL CONSTRUCTION ELEMENTSINCLUDING BUT NOT LIMITED TO BUILDING LOCATIONS, PAVINGEDGES/ALIGNMENT FENCING, WALLS, LIGHT FIXTURES, SIGNS, MOW CURBS,SEATING, SHADE STRUCTURES, PLAY FEILDS AND APPURTENANCES, CURB ANDGUTTER ALIGNMENTS, CATCH BASINS, DRAINS, ETC. B. AN AUTOCAD-COMPATIBLE .DWG FILE OF THE PROPOSED IMPROVEMENTSSHALL BE PROVIDED TO THE CONTRACTOR PRIOR TO THE START OFCONSTRUCTION FOR HIS USE IN PREPARING THE NECESSARY FIELD SURVEYING /LAYOUT OF PROPOSED IMPROVEMENTS. THE USE OF THIS DIGITAL FILE SHALL BETHE SOLE RESPONSIBILITY OF THE CONTRACTOR AND IS INTENDED TO ASSIST THESURVEYOR IN THE LAYOUT OF THE PROPOSED IMPROVEMENTS. THESE ELECTRONIC FILES ARE NOT CONSTRUCTION DOCUMENTS. DIFFERENCESMAY EXIST BETWEEN THESE ELECTRONIC FILES AND CORRESPONDING HARDCOPY CONSTRUCTION DOCUMENTS ISSUED FOR PUBLIC BID. IN THE EVENTTHAT A CONFLICT ARISES BETWEEN THE SIGNED OR SEALED HARD COPYCONSTRUCTION DOCUMENTS AND THE ELECTRONIC FILES, THE SIGNED ORSEALED HARD COPY CONSTRUCTION DOCUMENTS SHALL GOVERN. THECONTRACTOR IS RESPONSIBLE FOR DETERMINING IF ANY CONFLICT EXISTS ANDSHALL BRING ANY DISCREPANCIES TO THE PROJECT LANDSCAPE ARCHITECT'SATTENTION PRIOR TO ANY FIELD LAYOUT. BY THE CONTRACTOR'S USE OF THESEELECTRONIC FILES, THEY ARE NOT RELIEVED OF THEIR DUTY TO FULLY COMPLYWITH THE CONTRACT DOCUMENTS, INCLUDING, AND WITHOUT LIMITATION, THENEED TO CHECK, CONFIRM, AND COORDINATE ALL DIMENSIONS AND DETAILS,TAKE FIELD MEASUREMENTS, VERIFY FIELD CONDITIONS, AND COORDINATE THEWORK WITH THAT OF OTHER CONTRACTORS FOR THE PROJECT. THE DIGITAL INFORMATION PROVIDED BY civTEC SHALL NOT BE USED FOR ANYPURPOSE OTHER THAN FOR THE PROJECT DESCRIBED ABOVE AND SHALL NOT BERELEASED TO ANY OTHER PARTY WITHOUT THE WRITTEN CONSENT OF civTEC.THE INFORMATION CONTAINED ON THE ELECTRONIC MEDIA IS AN INSTRUMENTOF PROFESSIONAL SERVICES AND SHALL REMAIN THE PROPERTY OF civTEC. 100 102 101 CONSTRUCT ADA PARKING STRIPING & WHEEL STOPS PER DETAILS 1 AND 2, SHEET C-4.06 NO. LS DESCRIPTION QUANTITY SIGNING/STRIPING CONSTRUCTION NOTES & ESTIMATED QUANTITIES LS NOTICE TO THE CONTRACTOR THE ESTIMATES OF IMPROVEMENT AND GRADING QUANTITIES AS SHOWN HEREON ARE PROVIDED FOR SATISFYINGPLAN CHECK INFORMATION REQUIREMENTS ONLY. THE CONTRACTOR SHALL PERFORM AN INDEPENDENT ESTIMATEOF ALL IMPROVEMENT QUANTITIES INCLUDING GRADING QUANTITIES, AND SHALL USE SAME AS A BASIS FOR HISBID(S) AND CONTRACT(S). PAINT NEW PARKING STALL STRIPING PER DETAIL 3, SHEET C-4.06 INSTALL ADA SIGNAGE PER LANDSCAPE ARCHITECT'S PLANS LS 103 LSPAINT EV PARKING STALL STRIPING PER LANDSCAPE ARCHITECT'S PLANS 104 2 EA SCALE:N.T.S. SCALE:N.T.S. 6' 5- 12" 7" 9" LEGEND: #5 REBAR WITH 2'-0" EMBEDDED INTOASPHALT. #3 REBAR TOP OF ASPHALT. NATURAL GRAY PRECAST CONCRETEWHEELSTOP. EPOXY WHEELSTOP TO PAVING NOTES: 24 " PLAN ADA (REGULAR AND VAN) PARKING STALL WHEEL STOP2 PAINT 4"WIDE BLUESTRIPE INSTALL ADA PARKINGSTALL SIGNS PERLANDSCAPEARCHITECT DRAWINGS TRUNCATED DOMES- WAUSAUTILE STANDARDTEXTURE ADA-3,STANDARD COLOR U3008- WHERE SHOWN ON PLAN 12:1 MAX. CURB RAMP PER PLAN- WHERE SHOWN ONPLAN 4' M I N . - WI D T H PE R P L A N WHEEL STOP PER DETAILTHIS SHEET 6" C.F. 3' O.C. TYP. PAINT "NO PARKING" INWHITE LETTERS 12" HIGHPER CBC SEC. 11B-502.3.3 SIDEWALK PAINT INTERNATIONALSYMBOL OF ACCESSIBILITYMIN. 36"x36" PER CBCSEC. 11B-502.6.4.1 AND11B-703.7.2.1NO PARKING VAN 9' MIN.- SEE PLAN 5' MIN. TO 8'MIN. FOR VAN- SEE PLAN 9' MIN.- SEE PLAN 2' 18 ' M I N . - S E E P L A N 0" C.F. 1 1 2 3 4 A A 3 1 2 4 A 3 2 1 4 41 12:1 MAX. 36 " 2' PAINT 4" WIDEBLUE STRIPE PAINT 4"WHITE STRIPE(TYP.) SEE PLAN NOTE:REFER TO APPROVED LANDSCAPE ARCHITECT PLANS FORALL PARKING LOT STRIPING AND ALL SITE ACCESSIBILITY. 18 ' M I N . PARKING STALL STRIPING3 SCALE:N.T.S. PAINT 3" WIDE WHITE STRIPES PERSTD. SPECIFICATIONS FOR PUBLICWORKS CONSTRUCTION 9' TYP. C.L. TO C.L.(PER PLAN) PAINT "STOP" AND STOP BAR PER CAL. M.U.T.C.D. AND SECTION 3B.16 INSTALL "STOP" SIGN (R1-1) PER CAL. M.U.T.C.D. AND SECTION 2B.05 AND DETAIL 4 SHEET C-4.06105 2 EA STOP SIGN4 SCALE:N.T.S. 4 - #4 REBAR VERT. #3 REBAR TIES@ 12" O.C. HORIZONTAL CONTROL/SIGNING AND STRIPING PLAN * NOTE:ALL ADA TRUNCATED DOMEBUMP PADS ARE TO BEPAVERS, NO WET-SET PLASTIC. 36 " M I N . INSTALL TRUNCATED DOMES PER S.D.R.S.D. DWG. NO. G-30 AND DETAIL ON SHEET C-0.07106 LS JN NF -------------- • 0 I ;... ' "' I "' I 1-,...,..-------, i' II I I I . 11 ~ . ' . 1-{ • • •· • I ~~~~-~~! i~I I ~ .,•,..• .. I ' 18" DIAMETER LEGEND; CD 4•x4• EXTRUDED ALUMNINUM POWDER coAlED POST WITH POST CAP. @ PROVIDE (4) FABRICATED ALUMINUM PANEL WITH SILK SCREEN GRAPHICS SIGN EACH WITH (2) BOLTS & WASHERS AND MOUNTING CHANNEL. NOJES; @ SIGN LOCATION PER PLAN. ® ALL SIGNAGE (INCLUDING SIZE, COLOR, AND LETlERING) SHALL BE COMPLIANT WITH THE MOST CURRENT CA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (M.U. T.C.D) MANUAL REQUIREMENTS. @ CONTRACTOR TO STAKE OUT PROPOSED LOCATION OF SIGN IN FIELD FOR REVIEW AND APPROVAL BY OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION @ PROVIDE SCALED SHOP DRAWINGS FOR REVIEW AND APPROVAL BY OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO CONSTRUCTION. CONTRACTOR TO SUBMIT SAMPLE OF THE SIGN FOR © REVIEW AND APPROVAL BY OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO FABRICATION. 0 0 0 0 ---------- II II II ~-11 II 0 1 1= t-----+--+------------+---+----+---+-----t I SHEET I CITY OF CARLSBAD ~1 ;:::::::::::::::::::::'...:::::::::::::::::::::E::::N::::Gl=N:::EE:::R=IN=G:::::::::D:::EP=A=RT=M:::E:::N=T==~~==::::::: DA 1E INITIAL DA 1E INITIAL DAlE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL GRADING PLANS FOR: GR2023-0042 APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 26 DATE DWN BY: PROJECT NO. CHKD BY: __ _ RVWD BY: CUP2021-0014 DRAWING NO. 546-1A Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025 20.0 SHEET INDEX SHEET 44.TITLE SHEET AND NOTES SHEET 45. WALL PLAN VIEWSHEET 46. WALL PLAN VIEWSHEET 47. WALL PLAN VIEW SHEET 48.WALL D, E AND F PROFILES SHEET 49. WALL H, I AND J PROFILESSHEET 50. WALL K1, K2 AND L1 PROFILESSHEET 51. WALL L1 AND L2 PROFILES SHEET 52. WALL M1, M2, N AND O PROFILESSHEET 53. WALL P, Q, R, S1 AND S2 PROFILESSHEET 54. WALL T1, T2, U AND V PROFILES SHEET 55. WALL BASIN A, BASIN E, BASIN G1, BASIN G2 PROFILESSHEET 56. WALL BASIN H PROFILESSHEET 57. TYPICAL WALL SECTIONS SHEET 58. CONSTRUCTION DETAILS SHEET 59. CONSTRUCTION DETAILS 9.0 ERECTION NOTES1. EXCAVATION SUPPORT, IF REQUIRED, IS THE RESPONSIBILITY OF THE CONTRACTOR, INCLUDING THE STABILITY OF THE EXCAVATION AND ITS INFLUENCE ON ADJACENT PROPERTIES AND STRUCTURES.2. GENERAL: ERECT UNITS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS, AND AS SPECIFIEDHEREIN. 3. PLACE FIRST COURSE OF CONCRETE WALL UNITS ON THE PREPARED BASE MATERIAL. CHECK UNITS FOR LEVEL ANDALIGNMENT. MAINTAIN THE SAME ELEVATION AT THE TOP OF EACH UNIT WITHIN EACH SECTION OF THE BASE COURSE.4. ENSURE THAT FOUNDATION UNITS ARE IN FULL CONTACT WITH NATURAL OR COMPACTED SOIL BASE. 5. PLACE CONCRETE WALL UNITS SIDE-BY-SIDE FOR FULL LENGTH OF WALL ALIGNMENT. ALIGNMENT MAY BE DONE BY USING ASTRING LINE MEASURED FROM THE BACK OF THE BLOCK. GAPS ARE NOT ALLOWED BETWEEN THE FOUNDATION CONCRETEWALL UNITS.6. PLACE 12 INCHES (MINIMUM) OF DRAINAGE AGGREGATE BETWEEN, AND DIRECTLY BEHIND THE CONCRETE WALL UNITS. FILL VOIDS IN RETAINING WALL UNITS WITH DRAINAGE AGGREGATE. PROVIDE A DRAINAGE ZONE BEHIND THE WALL UNITS TO WITHIN9 INCHES OF THE FINAL GRADE. CAP THE BACKFILL AND DRAINAGE AGGREGATE ZONE WITH 9 INCHES OF IMPERVIOUS MATERIAL.7. INSTALL DRAINAGE PIPE AT THE LOWEST ELEVATION POSSIBLE, TO MAINTAIN GRAVITY FLOW OF WATER TO OUTSIDE OF THE REINFORCED ZONE. SLOPE THE MAIN COLLECTION DRAINAGE PIPE, LOCATED JUST BEHIND THE CONCRETE RETAINING WALLUNITS, 1 PERCENT (MINIMUM) TO PROVIDE GRAVITY FLOW TO THE DAYLIGHTED AREAS. DAYLIGHT THE MAIN COLLECTIONDRAINAGE PIPE TO AN APPROPRIATE LOCATION AWAY FROM THE WALL SYSTEM AT EACH LOW POINT OR AT 150 FOOT (MAXIMUM) INTERVALS ALONG THE WALL. 8. REMOVE EXCESS FILL FROM TOP OF UNITS AND INSTALL NEXT COURSE. ENSURE DRAINAGE AGGREGATE AND BACKFILL ARECOMPACTED BEFORE INSTALLATION OF NEXT COURSE.9. CHECK EACH COURSE FOR LEVEL AND ALIGNMENT. ADJUST UNITS AS NECESSARY WITH REINFORCEMENT SHIMS TO MAINTAIN LEVEL, ALIGNMENT, AND SETBACK PRIOR TO PROCEEDING WITH EACH ADDITIONAL COURSE.10. INSTALL EACH SUCCEEDING COURSE. BACKFILL AS EACH COURSE IS COMPLETED. PULL THE UNITS FORWARD UNTIL THELOCATING SURFACE OF THE UNIT CONTACTS THE LOCATING SURFACE OF THE UNITS IN THE PRECEDING COURSE. INTERLOCK WALL SEGMENTS THAT MEET AT CORNERS BY OVERLAPPING SUCCESSIVE COURSES. ATTACH CONCRETE RETAINING WALLUNITS AT EXTERIOR CORNERS WITH ADHESIVE SPECIFIED.11. INSTALL GEOSYNTHETIC REINFORCEMENT IN ACCORDANCE WITH GEOSYNTHETIC MANUFACTURER'S RECOMMENDATIONS AND THE SHOP DRAWINGS. a. ORIENT GEOSYNTHETIC REINFORCEMENT WITH THE HIGHEST STRENGTH AXIS PERPENDICULAR TO THE WALL FACE.b. PRIOR TO GEOSYNTHETIC REINFORCEMENT PLACEMENT, PLACE THE BACKFILL AND COMPACT TO THE ELEVATION OF THE TOP OFTHE WALL UNITS AT THE ELEVATION OF THE GEOSYNTHETIC REINFORCEMENT. c. PLACE GEOSYNTHETIC REINFORCEMENT AT THE ELEVATIONS AND TO THE LENGTHS SHOWN ON THE DRAWINGS.d.LAY GEOSYNTHETIC REINFORCEMENT HORIZONTALLY ON TOP OF THE CONCRETE RETAINING WALL UNITS AND THE COMPACTEDBACKFILL SOILS. PLACE THE GEOSYNTHETIC REINFORCEMENT WITHIN ONE INCH OF THE FACE OF THE CONCRETE RETAINING WALL UNITS. PLACE THE NEXT COURSE OF CONCRETE RETAINING WALL UNITS ON TOP OF THE GEOSYNTHETIC REINFORCEMENT.e.THE GEOSYNTHETIC REINFORCEMENT SHALL BE IN TENSION AND FREE FROM WRINKLES PRIOR TO PLACEMENT OF THE BACKFILLSOILS. PULL GEOSYNTHETIC REINFORCEMENT HAND-TAUT AND SECURE IN PLACE WITH STAPLES, STAKES, OR BY HAND-TENSIONING UNTIL THE GEOSYNTHETIC REINFORCEMENT IS COVERED BY 6 INCHES OF LOOSE FILL. f.THE GEOSYNTHETIC REINFORCEMENTS SHALL BE CONTINUOUS THROUGHOUT THEIR EMBEDMENT LENGTHS. SPLICES IN THEGEOSYNTHETIC REINFORCEMENT STRENGTH DIRECTION ARE NOT ALLOWED.g. DO NOT OPERATE TRACKED CONSTRUCTION EQUIPMENT DIRECTLY ON THE GEOSYNTHETIC REINFORCEMENT. AT LEAST 6 INCHES OF COMPACTED BACKFILL SOIL IS REQUIRED PRIOR TO OPERATION OF TRACKED VEHICLES OVER THE GEOSYNTHETICREINFORCEMENT. KEEP TURNING OF TRACKED CONSTRUCTION EQUIPMENT TO A MINIMUM.h. RUBBER-TIRED EQUIPMENT MAY PASS OVER THE GEOSYNTHETIC REINFORCEMENT AT SPEEDS OF LESS THAN 5 MILES PER HOUR. TURNING OF RUBBER-TIRED EQUIPMENT IS NOT ALLOWED ON GEOSYNTHETIC REINFORCEMENT. 17.0 ALLAN BLOCK WALL DESIGN NOTES1. IT IS THE RESPONSIBILITY OF THE OWNER OR OWNER'S REPRESENTATIVE TO VERIFY THE SOIL STRENGTH DESIGN PARAMETERSARE REPRESENTATIVE OF THE SOILS AVAILABLE FOR WALL CONSTRUCTION. IF THE SOIL STRENGTH PARAMETERS ARE FOUND TO BE INCONSISTENT WITH THOSE USED BY THE ENGINEER OF RECORD, THIS DESIGN IS NO LONGER VALID AND IT IS THERESPONSIBILITY OF THE OWNER OR OWNER'S REPRESENTATIVE TO NOTIFY THE ENGINEER OF RECORD SO THE RETAINING WALLSYSTEM CAN BE REDESIGNED. FAILURE TO NOTIFY THE ENGINEER OF RECORD MAY RESULT IN FAILURE OF THE RETAINING WALL.2. SOIL DESIGN PARAMETERS:A. 2:1 SLOPE BACKFILL (WALLS D, F, H, J, L1, L2, M1, M2, N, O, R, S1, S2, T1, T2, U, BASIN E, BASIN G1, BASIN H) REINFORCED SOIL (IMPORT):PHI = 30 DEGREES C= 0 PSF GAMMA = 125 PCFRETAINED SOIL (IMPORT):PHI = 30 DEGREES C= 0 PSF GAMMA = 125 PCF FOUNDATION SOIL (SITE):PHI = 26 DEGREES C= 0 PSF GAMMA = 139 PCF B.LEVEL BACKFILL (WALLS E, I, K1, K2, P, Q, V, BASIN A, BASIN G2) REINFORCED SOIL (IMPORT):PHI = 30 DEGREES C= 0 PSF GAMMA = 125 PCFRETAINED SOIL (SITE):PHI = 26 DEGREES C= 0 PSF GAMMA = 139 PCFFOUNDATION SOIL (SITE):PHI = 26 DEGREES C= 0 PSF GAMMA = 139 PCF 3.DESIGN PEAK GROUND ACCELERATION (2/3*PGAm PER 2022 CBC AND ASCE 7-22):0.35G 4. REINFORCED BACKFILL SHALL MEET SOIL CLASSIFICATION, GRADATION AND PLASTICITY INDEX AS STATED IN SECTION 6.5 THIS SHEET5. GEOTECHNICAL PARAMETERS USED FOR DESIGN SHALL BE CONFIRMED BY GEOTECHNICAL ENGINEER PRIOR TO WALLCONSTRUCTION. 6. LATERAL EARTH PRESSURES ARE DETERMINED USING RANKINE EARTH PRESSURE THEORY7. INTERNAL STABILITY OF WALLSA. MINIMUM FACTOR OF SAFETY ON GEOGRID STRENGTH = 1.50 B.MINIMUM FACTOR OF SAFETY ON GEOGRID PULLOUT = 1.50C. PERCENT COVERAGE OF GEOGRID = 100%8. EXTERNAL STABILITYA. MINIMUM FACTOR OF SAFETY AGAINST BASE SLIDING = 1.50 B. MINIMUM FACTOR OF SAFETY AGAINST OVERTURNING = 2.00C. MINIMUM FACTOR OF SAFETY AGAINST SOIL BEARING OVERSTRESS = 2.00D. UNIFORM SURCHARGE = AS SHOWN ON STRUCTURAL CALCULATIONS E. BACKFILL SLOPE = AS SHOWN ON SITE PLAN AND STRUCTURAL CALCULATIONS9. GLOBAL STABILITY (TO BE CONFIRMED BY GEOTECHNICAL ENGINEER)A.MINIMUM FACTOR OF SAFETY AGAINST STATIC GLOBAL STABILITY = 1.50 B. MINIMUM FACTOR OF SAFETY AGAINST SEISMIC GLOBAL STABILITY = 1.15 10.0 BACKFILL PLACEMENT NOTES1. PLACE REINFORCED BACKFILL, SPREAD AND COMPACT IN A MANNER THAT WILL MINIMIZE SLACK IN THE REINFORCEMENT. 2. PLACE FILL WITHIN THE REINFORCED ZONE AND COMPACT IN LIFTS NOT EXCEEDING 6 TO 8 INCHES (LOOSE THICKNESS) WHEREHAND-OPERATED COMPACTION EQUIPMENT IS USED, AND NOT EXCEEDING 12 INCHES (LOOSE THICKNESS) WHERE HEAVY, SELFPROPELLED COMPACTION EQUIPMENT IS USED. A. ONLY LIGHTWEIGHT HAND-OPERATED COMPACTION EQUIPMENT IS ALLOWED WITHIN 4 FEET OF THE BACK OF THE RETAININGWALL UNITS.3. MINIMUM COMPACTION REQUIREMENTS FOR FILL PLACED IN THE REINFORCED ZONE: A. COMPACT TO 90 PERCENT OF THE SOIL'S STANDARD MAXIMUM DRY DENSITY (ASTM D1557) FOR THE ENTIRE WALL HEIGHT.B. VERIFY COMPACTION REQUIREMENTS WITH THE PROJECT GEOTECHNICAL ENGINEER.C. UTILITY TRENCH BACKFILL: COMPACT UTILITY TRENCH BACKFILL IN OR BELOW THE REINFORCED SOIL ZONE TO 90 PERCENT OFTHE SOIL'S STANDARD MAXIMUM DRY DENSITY (ASTM D1557), OR AS RECOMMENDED BY THE PROJECT GEOTECHNICAL ENGINEER. D. MOISTURE CONTENT: AT OR 2 PERCENTAGE POINTS ABOVE THE OPTIMUM MOISTURE CONTENT FOR ALL WALL HEIGHTS.E.THESE NOTES MAY BE CHANGED BASED ON RECOMMENDATIONS BY THE PROJECT GEOTECHNICAL ENGINEER.4. AT THE END OF EACH DAY'S OPERATION, SLOPE THE LAST LEVEL OF COMPACTED BACKFILL AWAY FROM THE INTERIOR (CONCEALED) FACE OF THE WALL TO DIRECT SURFACE WATER RUNOFF AWAY FROM THE WALL FACE.A.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT THE FINISHED SITE DRAINAGE IS DIRECTED AWAY FROM THERETAINING WALL SYSTEM. B. IN ADDITION, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT SURFACE WATER RUNOFF FROM ADJACENTCONSTRUCTION AREAS IS NOT ALLOWED TO ENTER THE RETAINING WALL AREA OF THE CONSTRUCTION SITE.5. ANY STRUCTURAL FILL PLACED MUST BE KEPT FROM FREEZING, REQUIRING THE USE OF FROST BLANKETS AND GOOD WINTERCONSTRUCTION PRACTICES. GENERALLY, WINTER CONSTRUCTION REQUIRES THE IMPORT OF NON-FROST SUSCEPTIBLE SOILS, TYPICALLY CLEAN SAND AND/OR GRAVEL. ANY STRUCTURAL FILL FOUND TO BE FROZEN ON SUBSEQUENT DAYS OFCONSTRUCTION MUST BE REMOVED AND REPLACED PRIOR TO PLACING ADDITIONAL FILL. 6.0 MATERIAL NOTES 1. CONCRETE RETAINING WALL UNITS: ALLAN BLOCK RETAINING WALL UNITS AS SHOWN ON THE DRAWINGS AND ASMANUFACTURED BY ORCO BLOCK UNDER LICENSE FROM ALLAN BLOCK CORPORATION.2. GEOSYNTHETIC REINFORCEMENT: MIRAGRID AS SHOWN ON THE DRAWINGS. 3. LEVELING PAD BASEA.AGGREGATE BASE: CRUSHED STONE OR GRANULAR FILL MEETING THE FOLLOWING GRADATION AS DETERMINED INACCORDANCE WITH ASTM D448: SIEVE SIZE PERCENT PASSING 1 INCH 1003/4 INCH 75 TO 100NO. 4 0 TO 60 NO. 40 0 TO 50NO. 200 0 TO 5 B. BASE THICKNESS: 6 INCHES (MINIMUM COMPACTED THICKNESS).4. DRAINAGE AGGREGATE: CLEAN CRUSHED STONE OR GRANULAR FILL MEETING THE FOLLOWING GRADATION AS DETERMINED INACCORDANCE WITH ASTM D448: SIEVE SIZE PERCENT PASSING 1 INCH 1003/4 INCH 75 TO 100NO. 4 0 TO 60NO. 40 0 TO 50 NO. 200 0 TO 5 5. REINFORCED FILL: SOIL FREE OF ORGANICS AND DEBRIS AND CONSISTING OF EITHER GP, GW, SP, SW, SM OR SC TYPE, CLASSIFIED IN ACCORDANCE WITH ASTM D2487 AND THE USCS CLASSIFICATION SYSTEM AND MEETING THE FOLLOWINGGRADATION AS DETERMINED IN ACCORDANCE WITH ASTM D448: SIEVE SIZE PERCENT PASSING 3 INCH 100 1 INCH 75 TO 100NO. 4 20 TO 100NO. 40 0 TO 60 NO. 200 0 TO 35 A. THE PLASTICITY INDEX (PI) SHALL BE LESS THAN 20. B. MAXIMUM PARTICLE SIZE FOR BACKFILL IS THREE (3) INCHES.C. UNSUITABLE SOILS ARE ORGANIC SOILS AND THOSE SOILS CLASSIFIED AS ML, CL, OL, MH, CH, OH OR PT.D. ALL WALL BACKFILL MATERIALS SHALL ALSO HAVE THE MINIMUM ENGINEERING PROPERTIES SHOWN IN SECTION 17.2 ITEM A. E. TEST RESULTS OF ALL PROPOSED BACKFILL MATERIALS. WHETHER ON-SITE OR IMPORTED, SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION.6. DRAINAGE PIPE: PERFORATED OR SLOTTED PVC OR CORRUGATED HDPE PIPE MANUFACTURED IN ACCORDANCE WITH D3034AND/OR ASTM F405. 7.CONSTRUCTION ADHESIVE: EXTERIOR GRADE ADHESIVE AS RECOMMENDED BY THE RETAINING WALL MANUFACTURER. 1.0 SCOPE OF WORK1. THE WORK SHALL CONSIST OF FURNISHING AND CONSTRUCTING ALLAN BLOCK AND MIRAGRID GEOGRID REINFORCED SOILRETAINING WALL SYSTEMS IN ACCORDANCE WITH THIS TECHNICAL SCOPE OF WORK AND IN REASONABLY CLOSE CONFORMITY WITH THE LINES, GRADES AND DIMENSIONS SHOWN ON THE PRECISE GRADING PLAN BY CIVTEC, DATED JANUARY 29, 2023.2. WORK INCLUDED:A. FURNISHING ALLAN BLOCK SEGMENTAL WALL CONCRETE FACING AND CAP UNITS AS SHOWN ON THE CONSTRUCTION DRAWINGS. B. FURNISHING STRUCTURAL GEOGRID REINFORCEMENT AS SHOWN ON THE CONSTRUCTION DRAWINGS. C. STORING, CUTTING AND PLACING STRUCTURAL GEOGRID REINFORCEMENT AS SPECIFIED HEREIN AND AS SHOWN ON THECONSTRUCTION DRAWINGS.D. PLACEMENT AND COMPACTION OF UNIT WALL FILL AND BACKFILL WITHIN THE GEOGRID REINFORCED AREA AS SPECIFIED HEREIN AND AS SHOWN ON THE CONSTRUCTION DRAWINGS.E. ERECTION OF ANCHOR WALL SEGMENTAL CONCRETE UNITS AND PLACEMENT OF STRUCTURAL GEOGRID. 15.0 STATEMENT OF SPECIAL INSPECTIONS1. SPECIAL INSPECTION IS REQUIRED IN ACCORDANCE WITH CBC SECTION 1705.4. 2. SPECIAL INSPECTION WORK IS TO BE PERFORMED BY THE PROJECT GEOTECHNICAL ENGINEER.3. THE SPECIAL INSPECTOR'S RESPONSIBILITIES INCLUDE VERIFYING THE FOLLOWING:A. THE MODULAR CONCRETE UNIT TYPE AND DIMENSIONS.B.ALLAN BLOCK UNIT IDENTIFICATION OF COMPLIANCE WITH ASTM C 1372, INCLUDING COMPRESSIVE STRENGTH AND WATER ABSORPTION, AS DESCRIBED IN SECTION 3.1 OF ICC REPORT 1959.C. PRODUCT IDENTIFICATION, INCLUDING EVALUATION REPORT NUMBER (ESR-4206).D. FOUNDATION PREPARATION. E. ALLAN BLOCK UNIT PLACEMENT, INCLUDING PROPER ALIGNMENT AND INCLINATION.F. GEOSYNTHETIC REINFORCEMENT TYPE (MANUFACTURER AND MODEL NUMBER), LOCATION AND PLACEMENT.G.BACKFILL PLACEMENT AND COMPACTION.H. DRAINAGE PROVISIONS AND WATER MANAGEMENT. 3. TYPE AND EXTENT OF SPECIAL INSPECTION:A. SPECIAL INSPECTION OF SOIL BACKFILL SHALL BE PERFORMED ON A CONTINUOUS BASIS. ALL OTHER SPECIAL INSPECTION SHALLBE ON A PERIODIC BASIS. 4. TYPE AND EXTENT OF EACH TEST:A. MODULAR UNIT DIMENSION SHALL BE VERIFIED ONCE PER WALL PRIOR TO THE START OF CONSTRUCTION.B.CONCRETE UNIT SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3,000 PSI AND A MAXIMUM WATER ABSORPTION OF 7 PERCENT.C.FOUNDATION PREPARATION SHALL BE INSPECTED FOR COMPLIANCE WITH THE ANCHOR RETAINING WALL DESIGN PARAMETERSAND GEOTECHNICAL ENGINEER OF RECORD RECOMMENDATIONS ONCE PER WALL PRIOR TO PLACEMENT OF CONTROLLED FILL.D. ALLAN BLOCK UNIT ALIGNMENT AND INCLINATION SHALL BE VERIFIED BY SURVEYED WALL HORIZONTAL LOCATION PRIOR TO CONSTRUCTION AND CORRECT BLOCK PLACEMENT AGAINST THE LOWER BLOCK'S ALIGNMENT DEVICE DURING CONSTRUCTION.E. GEOSYNTHETIC REINFORCEMENT TYPE SHALL BE VERIFIED PRIOR TO CONSTRUCTION WITH AN INSPECTION OF THEGEOSYNTHETIC REINFORCEMENT DELIVERED TO THE SITE FOR WALL CONSTRUCTION. PLACEMENT OF GEOSYNTHETIC REINFORCEMENT SHALL BE CONTINUALLY OBSERVED DURING WALL CONSTRUCTION FOR COMPLIANCE WITH THE ANCHORRETAINING WALL PLANS.F. BACKFILL SOIL SHALL BE VERIFIED IN COMPLIANCE WITH THE ANCHOR RETAINING WALL PLANS AND SOIL DESIGN PARAMETERS PRIOR TO AND PERIODICALLY DURING CONSTRUCTION. BACKFILL SOIL COMPACTION SHALL BE CONTINUOUSLY VERIFIEDCOMPACTED TO AT LEAST 90 PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 1557 FOR EVERY 20-40 YARDSOF BACKFILL PLACED.G. ALL DRAINAGE PROVISIONS SHALL BE VERIFIED IN COMPLIANCE WITH THE ANCHOR RETAINING WALL PLANS AND THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER OF RECORD AS CONSTRUCTED AND PRIOR TO BACKFILL.5. SEISMIC OR WIND RESISTANCE:A. THERE ARE NO ADDITIONAL SPECIAL INSPECTION REQUIREMENTS FOR SEISMIC OR WIND RESISTANCE PER CBC 1705. 6. STRUCTURAL OBSERVATIONS:A. THERE ARE NO REQUIRED STRUCTURAL OBSERVATIONS PER CBC 1704.6.7. SPECIAL INSPECTION NOTES: A. THE SPECIAL INSPECTIONS IDENTIFIED ON PLANS ARE IN ADDITION TO, AND NOT A SUBSTITUTE FOR, THOSE INSPECTIONSREQUIRED TO BE PERFORMED BY THE BUILDING INSPECTOR. 2.0 REFERENCE DOCUMENTATION1. CIVTEC, PRECISE GRADING PLAN, DATED JANUARY 29, 2023.2. SOUTHERN CALIFORNIA GEOTECHNICAL, INC., GEOTECHNICAL INVESTIGATION, PROJECT NO. 19G109-2, DATED AUGUST 7, 2020. 3. SOUTHERN CALIFORNIA GEOTECHNICAL, INC., UPDATED RETAINING WALL DESIGN RECOMMENDATIONS, PROJECT NO. 19G109-6,DATED JANUARY 16, 2023.4. WHERE SPECIFICATIONS AND REFERENCE DOCUMENTS CONFLICT, THE ENGINEER SHALL MAKE FINAL DETERMINATION OF THE APPLICABLE DOCUMENT. 3.0 SPECIAL PROVISIONS1. M3 CIVIL ENGINEERING, INC. (M3CE) ASSUMES NO LIABILITY FOR INTERPRETATION OF SUBSURFACE CONDITIONS, SUITABILITY OF SOIL DESIGN PARAMETERS AND SUBSURFACE GROUNDWATER CONDITIONS MADE BY OTHERS.2. M3CE SHALL NOT BE RESPONSIBLE FOR THE COST OF ALL MEANS OF SUBSOIL IMPROVEMENT; COST OF ADDITIONAL SUBSOILEXPLORATION; AND FOR ALL LABOR TOOLS, EQUIPMENT AND INCIDENTALS NECESSARY TO COMPLETE THE WORK. THE OWNER SHALL BE RESPONSIBLE FOR ALL SUCH COST.3. THE OWNER SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL FEDERAL, STATE AND LOCAL REQUIREMENTS FOR THEEXECUTION OF THE WORK, INCLUDING LOCAL BUILDING INSPECTION AND CURRENT OSHA EXCAVATION REGULATIONS.4. PRIOR TO UNDERTAKING ANY GRADING OR EXCAVATION OF THE SITE, THE CONTRACTOR SHALL CONFIRM THE LOCATION OF THE PROPOSED RETAINING WALLS AND ALL UNDERGROUND FEATURES, INCLUDING UTILITY LOCATIONS WITHIN THE AREA OFCONSTRUCTION.5. M3CE HAS COMPLETED ENGINEERING DESIGN OF THE PROPOSED RETAINING WALL(S), INCLUDING INTERNAL STABILITY AND LOCAL EXTERNAL STABILITY WHERE APPLICABLE, BASED UPON THE INFORMATION PROVIDED TO US AS OUTLINED ABOVE. REDONE ASSUMES THAT OTHERS HAVE DETERMINED THE SUITABILITY OF PLACING RETAINING WALLS AT THE LOCATIONS PROVIDEDTO US, INCLUDING GEOTECHNICAL SUITABILITY AND SITE GLOBAL STABILITY. 6. SEGMENTAL RETAINING WALLS ARE FLEXIBLE STRUCTURES (VS. RIGID AS IN CMU WALLS) AND ARE SUBJECT TO POSTCONSTRUCTION SETTLEMENT AND MOVEMENT. ALL IMPROVEMENTS (I.E. PAVEMENTS, CURBS, TRASH ENCLOSURES, UTILITYLINES ETC.) SHOULD BE DESIGNED TO HANDLE DIFFERENTIAL SETTLEMENT UP TO 1% OF TOTAL WALL HEIGHT. 7.0 FOUNDATION SOIL NOTES1. EXCAVATE FOUNDATION SOIL AS REQUIRED FOR FOOTING OR BASE DIMENSION SHOWN ON THE DRAWINGS, OR AS DIRECTED BYTHE PROJECT GEOTECHNICAL ENGINEER. 2. THE OWNER SHALL RETAIN THE SERVICES OF A GEOTECHNICAL ENGINEER TO EXAMINE FOUNDATION SOIL TO ENSURE THAT THEACTUAL FOUNDATION SOIL STRENGTH MEETS OR EXCEEDS THAT INDICATED ON THE DRAWINGS. UNSUITABLE SOILS AREDEFINED AS ANY SOIL THAT DOES NOT HAVE SUFFICIENT BEARING CAPACITY OR WILL CAUSE EXCESSIVE WALL SETTLEMENT. REMOVE SOIL NOT MEETING THE REQUIRED STRENGTH. 3. THE OWNER SHALL RETAIN THE SERVICES OF A GEOTECHNICAL ENGINEER TO DETERMINE IF THE FOUNDATION SOILS WILLREQUIRE SPECIAL TREATMENT OR CORRECTION TO CONTROL TOTAL AND DIFFERENTIAL SETTLEMENT.4. FILL OVER-EXCAVATED AREAS WITH SUITABLE COMPACTED BACKFILL, AS RECOMMENDED BY THE PROJECT GEOTECHNICAL ENGINEER. 8.0 BASE COURSE NOTES 1. PLACE BASE MATERIALS TO THE DEPTHS AND WIDTHS SHOWN ON THE DRAWINGS, UPON UNDISTURBED SOILS, OR FOUNDATIONSOILS PREPARED AS DIRECTED BY THE PROJECT GEOTECHNICAL ENGINEER.A. EXTEND THE LEVELING PAD LATERALLY AT LEAST 6 INCHES IN FRONT AND BEHIND THE LOWERMOST CONCRETE RETAINING WALL UNIT.B. PROVIDE AGGREGATE BASE COMPACTED TO 6 INCHES THICK (MINIMUM).2. COMPACT AGGREGATE BASE MATERIAL TO PROVIDE A LEVEL, HARD SURFACE ON WHICH TO PLACE THE FIRST COURSE OF UNITS. 3. PREPARE BASE MATERIALS TO ENSURE COMPLETE CONTACT WITH RETAINING WALL UNITS. GAPS ARE NOT ALLOWED. 11.0 CAP UNIT INSTALLATION NOTES1. APPLY ADHESIVE TO THE TOP SURFACE OF THE UNIT BELOW AND PLACE THE CAP UNIT INTO DESIRED POSITION.2. CUT CAP UNITS AS NECESSARY TO OBTAIN THE PROPER FIT. 3. BACKFILL AND COMPACT TO TOP OF CAP UNIT. 12.0 WALL CONSTRUCTION TOLERANCE NOTES1. WALL CONSTRUCTION TOLERANCES: A. VERTICAL ALIGNMENT: PLUS OR MINUS 1-1/4 INCHES OVER ANY 10-FOOT DISTANCE, WITH A MAXIMUM DIFFERENTIAL OF 3 INCHESOVER THE LENGTH OF THE WALL.B. HORIZONTAL LOCATION CONTROL FROM GRADING PLAN: B.1. STRAIGHT LINES: PLUS OR MINUS 1-1/4 INCHES OVER ANY 10-FOOT DISTANCE, WITH A MAXIMUM DIFFERENTIAL OF 3 INCHESOVER THE LENGTH OF THE WALL.B.2. CORNER AND RADIUS LOCATIONS: PLUS OR MINUS 12 INCHES.B.3. CURVES AND SERPENTINE RADII: PLUS OR MINUS 2 FEET. C. IMMEDIATE POST CONSTRUCTION WALL BATTER: WITHIN 2 DEGREES OF THE DESIGN BATTER OF THE CONCRETE RETAININGWALL UNITS.D.BULGING: PLUS OR MINUS 1-1/4 INCHES OVER ANY 10-FOOT DISTANCE. 14.0 FIELD QUALITY CONTROL AND QUALITY ASSURANCE NOTES1. INSTALLER IS RESPONSIBLE FOR QUALITY CONTROL OF INSTALLATION OF SYSTEM COMPONENTS.2. THE OWNER SHALL EMPLOY AN INDEPENDENT THIRD PARTY SPECIAL INSPECTOR EXPERIENCED IN SEGMENTAL RETAINING WALL CONSTRUCTION TO PERFORM QUALITY ASSURANCE VERIFICATION OF THE CORRECT INSTALLATION OF SYSTEM COMPONENTS INACCORDANCE WITH THESE SPECIFICATIONS AND THE DRAWINGS.3. CORRECT WORK WHICH DOES NOT MEET THESE SPECIFICATIONS OR THE REQUIREMENTS SHOWN ON THE DRAWINGS AT THEINSTALLER'S EXPENSE. 4. PROJECT GEOTECHNICAL ENGINEER TO PERFORM COMPACTION TESTING OF THE REINFORCED BACKFILL PLACED ANDCOMPACTED IN THE REINFORCED BACKFILL ZONE.A. TESTING FREQUENCY (OR AS DIRECTED BY PROJECT GEOTECHNICAL ENGINEER) B. ONE TEST FOR EVERY 2 FEET (VERTICAL) OF FILL PLACED AND COMPACTED, FOR EVERY 50 LINEAL FEET OF RETAINING WALL.C. VARY COMPACTION TEST LOCATIONS TO COVER THE ENTIRE AREA OF THE REINFORCED SOIL ZONE, INCLUDING THE AREACOMPACTED BY THE HAND-OPERATED COMPACTION EQUIPMENT. 5. PROJECT GEOTECHNICAL ENGINEER TO TEST ALL SOIL PROPOSED FOR USE IN THE SEGMENTAL RETAINING WALLCONSTRUCTION, INCLUDING SOIL IN THE FOUNDATION, RETAINED AND REINFORCED ZONE OF THE WALLS, TO VERIFYCOMPLIANCE WITH THE MATERIAL SPECIFICATIONS AND ENGINEERING PROPERTIES. 13.0 UTILITY NOTES1. UTILITY INFORMATION MAY NOT HAVE BEEN PROVIDED TO THE ENGINEER OF RECORD FOR THE PREPARATION OF THESE PLANS,AND THEREFORE MAY NOT BE INCLUDED. IF UTILITIES ARE LOCATED WITHIN THE PROPOSED REINFORCED ZONE THE ENGINEER OF RECORD MUST BE NOTIFIED PRIOR TO CONSTRUCTION OF THE SEGMENTAL RETAINING WALLS TO REVIEW THE DESIGNAND/OR PLANS. MODIFICATIONS TO THE DESIGN AND/OR PLANS MAY BE REQUIRED, AND MAY TAKE UP TO TEN BUSINESS DAYS.2. UTILITIES MUST BE PROPERLY DESIGNED (BY OTHERS) TO WITHSTAND ALL FORCES FROM THE SEGMENTAL RETAINING WALL UNITS, REINFORCED SOIL MASS, AND SURCHARGE LOADS (IF ANY). 3. STORM DRAINS ARE PRONE TO LEAKING. THEREFORE, IF A JOINT IN A STORM DRAIN IS LOCATED WITHIN 100 FEET OF THERETAINING WALL THE STORM WATER PIPE MUST BE WATER TIGHT. NEOPRENE O-RINGS MUST BE INSTALLED AT ALL STORM PIPEJOINTS AS A MINIMUM. 4. WATER LINES, INCLUDING IRRIGATION SYSTEMS, MUST BE WATER TIGHT WITHIN 100 FEET OF THE RETAINING WALL. LEAKAGEBEHIND A RETAINING WALL WILL INCREASE THE HORIZONTAL PRESSURE AGAINST THE WALL LEADING TO WALL FAILURE. FORTHIS REASON, SUBSURFACE WATERLINES AND IRRIGATION SYSTEMS SHOULD NOT BE INSTALLED ABOVE THE REINFORCED ZONES OF THE RETAINING WALL, OR WITHIN 5 FEET OF THE REINFORCED ZONE. 4.0 GENERAL NOTES 1. THIS SET OF SEGMENTAL RETAINING WALL PLANS ARE BASED ON THE PLANS AND DOCUMENTS REFERENCED IN SECTION 2.0.CHANGES TO THESE PLANS OR DOCUMENTS, INCLUDING GRADING, DRAINAGE, UTILITIES, SURCHARGE LOADS OR GEOTECHNICALPARAMETERS MAY AFFECT WALL DESIGN REQUIREMENTS. RED ONE ENGINEERING SHALL BE NOTIFIED OF ANY SUCH CHANGES TO DETERMINE IF WALL DESIGN MODIFICATIONS ARE NEEDED.2. THIS SET OF SEGMENTAL RETAINING WALL PLANS ARE BASED SPECIFICALLY ON THE WALL BEING CONSTRUCTED WITH ANCHORBLOCK AND MIRAGRID REINFORCEMENT PRODUCTS. ABSOLUTELY NO SUBSTITUTIONS ALLOWED. 3. LOCATION OF THE SEGMENTAL RETAINING WALL IN RELATION TO PROPERTY LINES, UTILITY EASEMENTS, WATERSHED EASEMENTS, OR ANY OTHER TYPE OF EASEMENTS ARE THE RESPONSIBILITY OF THE OWNER OR THE SITE CIVIL ENGINEER. M3CIVIL ENGINEERING ASSUMES NO LIABILITY FOR THE LOCATION OF THE SEGMENTAL RETAINING WALL, OR IF CONSTRUCTION OFTHE PROPOSED SEGMENTAL RETAINING WALL ENCROACHES ANY PROPERTY LINES OR EASEMENTS. 4. IT IS IMPERATIVE THAT THE SITE SURVEYING OF THE SEGMENTAL RETAINING WALL BE DONE BY THE SITE CIVIL ENGINEER ORSURVEYOR AND MUST BE BASED ON COMPUTER GENERATED SITE/GRADING PLANS AND NOT PROFILE PLANS DONE BY THEENGINEER OF RECORD. SURVEYING OF THE SEGMENTAL RETAINING WALL MUST TAKE INTO ACCOUNT THE DESIGN BATTER INDICATED ON THE ENCLOSED PLANS AND DETAILS. FAILURE TO TAKE INTO ACCOUNT WALL BATTER FOR SEGMENTAL RETAININGWALL SURVEYING WILL PRODUCE INCORRECT LOCATIONS OF ALL TOP OF WALLS AND SHALL BE CORRECTED AT NO COST TO THEENGINEER OF RECORD OR THE SEGMENTAL RETAINING WALL CONTRACTOR.5. WALL GEOMETRY, LOCATIONS, SLOPES AND SURCHARGE LOADS FOR THE SEGMENTAL RETAINING WALLS WERE MEASURED FROM THE GRADING PLAN REFERENCED ABOVE. IF CONDITIONS VARY IN THE FIELD FROM THOSE SHOWN ON THIS PLAN, THEENGINEER OF RECORD MUST BE NOTIFIED PRIOR TO CONSTRUCTION OF THE SEGMENTAL RETAINING WALLS TO REVIEW THEDESIGN AND/OR PLANS. MODIFICATIONS TO THE DESIGN AND/OR PLANS MAY BE REQUIRED AFTER THE REVIEW, AND MAY TAKE UP TO TEN BUSINESS DAYS TO COMPLETE.6. IF THERE ARE DISCREPANCIES BETWEEN ANY INFORMATION ON THESE PLANS AND INFORMATION IN THE PROJECTSPECIFICATIONS, THE MORE RESTRICTIVE INFORMATION TAKES PRECEDENCE. 18.0 ICC REPORT ALLAN BLOCK WALL SYSTEM APPROVED FOR USE WITH MIRAFI GEOGRID IN ICC-ES EVALUATION REPORT ESR-4206 19.0 APPLICABLE BUILDING CODEALL DESIGN CONSTRUCTION SHALL CONFORM TO THE 2022 CBC AND ASCE 7-16. 5.0 SEGMENTAL RETAINING WALL CONTRACTOR QUALIFICATIONS1. THE WALL CONTRACTOR SHALL DOCUMENT COMPLIANCE WITH THE FOLLOWING EXPERIENCE REQUIREMENTS: 2. A MINIMUM OF FIVE YEARS IN WHICH THE CONTRACTOR HAS BUILT SEGMENTAL RETAINING WALLS WITH A TOTAL FACE AREA NOLESS THAN 250,000 SQUARE FEET.3. CONSTRUCTION OF A MINIMUM OF 25,000 SQUARE FEET WITH THE SPECIFIED ANCHOR BLOCK UNITS. 4. CONSTRUCTION OF AT LEAST FIVE SEGMENTAL RETAINING WALLS OF A SIMILAR HEIGHT AND SIZE AS THOSE SPECIFIED HEREIN. 16.0 SUBMITTALS1. THE GEOTECHNICAL ENGINEER SHALL SUBMIT VERIFICATION TO M3 CIVIL ENGINEERING PRIOR TO THE START OF SEGMENTALWALL CONSTRUCTION THAT ALL SOILS PROPOSED FOR CONSTRUCTION MEET THE REQUIREMENTS OF THIS SPECIFICATION. M3 CIVIL ENGINEERING, INC.PO BOX 923OCEANSIDE, CA 92049760-802-1772 MATT@M3CE.COM 08/08/2025 61 VETERANS MEMORIAL PARKFARADAY AVE./WHITMAN WAY 44 SHEET RW-0.01 08/08/2025 TITLE SHEET AND NOTES 8/8/2025 8:04:54 AM 44-59 JN NF 1 , ,_W, ~ No. 68429 I~ * * ~1' CIVIL -'#;.._. OF C~ll~ CARLSBAD VETERANS MEMOR AL ALLAN BLOCK RETA N NG WALL PARK PLANS THIS PLAN HAS BEEN REVIEWED BY SOUTHERN CALIFORNIA GEOTECHNICAL, INC. FOR CONFORMANCE WITH APPLICABLE GEOTEHNICAL REPORTS FOR THE PROJECT SITE. REVIEW WAS LI MITED fc.,$),?«JF~~ TO GEOTECHNICAL ASPECTS OF THE PLAN ,3'/0ol'-°' K,~"1(~'\, ONLY WE MAKE NO REPRESENTATION A~ t'<:§ ~\<;,1 TO THE ACCURACY OF DIMENSIONS ~ C!J No. 2J64 f'.' ~ MEASUREMENTS, C/'.LCULATIONS, OR AN) :0 PORTION OF THE [\fjSIGN, '1/l,U ••• ,.., o ~" N ~ ft I 'ti If r '-'%, '°'or£cl-\"'c." ~ .. REVIEWED BY: ' V',I/V!,,-11""'-~~0FcAL\fO'<' DATE:4/3/2025 "I \ DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, LIMITED TO WORK TO BE DONE ON SHEETS , 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. M3 CIVIL ENGINEERING, INC. PO BOX 923 OCEANSIDE, CA 92049 PHONE: 760-802-1772 BY: Abif(/Ut t!fr:..iEW M. MERRITT, R.C.E. 68429 EXPIRES 09-30-25 DATE: ____ _ fsHml CITY OF CARLSBAD I SHEETS I t-----+---+----------------t----+--+----+---t l__J ENGINEERING DEPARTMENT 1----1----+----------------+-----l---+--+----I 1----1----+----------------+-----1---+--+----1 ALLAN BLOCK RETAINING WALL PLANS FOR: DA 1E INITIAL DA 1E INITIAL DA 1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CllY APPROVAL GR2023-0042 APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9 /30 /26 DA 1E DWN BY: PROJECT NO. DRAWING NO. CHKDBY; __ CUP2021-0014 546-1A RVWD BY: LI) N 0 N I 00 I 00 (/) z <( _J 0... _J _J <( :s: c., z z <( 1-w a:::: ~ (_) 0 _J rn z <( _J _J <( m ~ 0 I n N ~ a:::: <( 0... _J <( a:::: 0 ::;;: w ::;;: (/) z <( a:::: w 1-w > 0 <( rn (/) _J a:::: <( (_) Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXX X XX XX X X X X X X X X X X X X X XX X X S-1 WC-1 LV-1 WC-1 3" VTR FD-1 FD-1 FD-2LV-1 FD-2 FD-2 LV-2 3" VTR LV-2 FD-2 FD-2 LV-1 FD-2 WC-13" VTR WC-1 LV-1 WC-1 LV-1 FD-2 WC-1 LV-1 FD-2 FD-23" VTR 3" VTR 3" VT R M3 CIVIL ENGINEERING, INC.PO BOX 923OCEANSIDE, CA 92049760-802-1772 MATT@M3CE.COM 08/08/2025 61 VETERANS MEMORIAL PARKFARADAY AVE./WHITMAN WAY 45 SHEET RW-1.01 WALL PLAN VIEW 8/8/2025 8:05:00 AM JN NF ------- ----------- ------ ~ --- / / ----- -- THIS PLAN HAS BEEN REVIEWED BY SOUTHERN CALIFORNIA GEOTECHNICAL, INC. FOR CONFORMANCE WITH APPLICABLE GEOTEHNICAL REPORTS FOR THE PROJECT SITE. REVIEW WAS LI MITED ?\'OF~ TO GEOTECHNICAL ASPECTS OF THE PLAN ~0ol'-' K. 41,,,_C' ~~ ONLY WE MAKE NO REPRESENTATION A tj ~ ~\~ TO THE ACCURACY OF DIMENSIONS ~ C!J No. 2J64 f'.' i+: MEASUREMENTS, C LCULATIONS, OR AN :0 PORTION OF THE SIGN • REVIEWED BY: DATE:4/3/2025 / / / ...... . 90 --···:::: -.. -• ------;75r--- ········" .......... ····:::: WALL PLAN VIEW SCALE: 1'" = 40' :-s-: .• : ...... . . . . . . . . . . . . . . ·•••••• ...... . . . . . . . . . . . . . . . . .... --- DA 1E INITIAL . . . . . . . . . .. . . . . . .... ... .. ..... I I I I ...... ..., .......,_ ...... , I WALL "-._,/ I •••• I : : : : • :g I :::: ...... . ... I .••• I :::· • I .... EIW1----rt: I I I DA 1E INITIAL DA 1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CllY APPROVAL \ \ \ \ \ .... I / .::: I I . . . . \ \ .... GEOGRID EMENT (TYP.) GR2023-0042 ........ .. .. . .. . . . . . . . . . -- ( \ APPROVED: JASON S. GELDERT ENGINEERING MANAGER OWN BY: __ _ CHKD BY; __ _ RVWD BY: RCE 63912 EXPIRES 9 30 26 PROJECT NO. CUP2021-0014 DAlE DRAWING NO. 546-1A Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 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 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 XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 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 M3 CIVIL ENGINEERING, INC.PO BOX 923OCEANSIDE, CA 92049760-802-1772 MATT@M3CE.COM 08/08/2025 61 VETERANS MEMORIAL PARKFARADAY AVE./WHITMAN WAY 46 SHEET RW-1.02 WALL PLAN VIEW 8/8/2025 8:05:20 AM JN NF . . . . . ........ . . .. .. . . . . . . . . . . . . . . . . . . ............. ............ ...... --~-- SD --- f.:i~· ~-'· w ·:. ~ . I •••• I .••• /9 I /[ ,-..:; .... I .••• I . . . • . 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GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 26 DWN BY: ---PROJECT NO. 2~ :~;--CUP2021-0014 DAlE DRAWING NO. 546-1A Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 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 XX X X X X X X X 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 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 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 M3 CIVIL ENGINEERING, INC.PO BOX 923OCEANSIDE, CA 92049760-802-1772 MATT@M3CE.COM 08/08/2025 61 VETERANS MEMORIAL PARKFARADAY AVE./WHITMAN WAY 47 SHEET RW-1.03 WALL PLAN VIEW 8/8/2025 8:05:35 AM JN NF ' ~ ........... __ -------- WALL 0 :-::::::::: :::::::: .. ::::: --- ............. ,:: .... o+ . . . : : : : : . . .. ......... _ ---- --- -0+00.0 •WALL Q ' -._;:--.:.l."'-""'. 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I I WALL PLAN VIEW SCALE: 1''= 40' BASIN H WALL ........ .......... . . . . . . . . . . . . . . . . . . . . . . .. . . . .. ... .. . ..... ...... . . . . . . ...... . . . . . . ... . ..... . ....... ....... .. . . . .. . ...... ....... . ..... . . ..... . ..... -. ' ' ~ . ..... . . ..... . . ..... ' . ..... . . ..... . . .... -- ' \ I \ I I I I \ \ \ \ \ \ \ ..,. ,-LIMIT OF GEOGRID NFORCEMENT (TYP.) I \ I I V" :,; .. } ... 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GELDERT t------ll----+-..-----------------1-----1----1----1----1 ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 26 DWN BY: ---PROJECT NO. 2~ :~;--CUP2021-0014 DA 1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA 1E INITIAL DA 1E INITIAL OlHER APPROVAL CllY APPROVAL DAlE DRAWING NO. 546-1A Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025 M3 CIVIL ENGINEERING, INC.PO BOX 923OCEANSIDE, CA 92049760-802-1772 MATT@M3CE.COM 08/08/2025 61 VETERANS MEMORIAL PARKFARADAY AVE./WHITMAN WAY 48 SHEET RW-2.01 WALL PROFILES 8/8/2025 8:05:54 AM JN NF 9c; 9n ~ ST RM DRAIN INLET AND PIPE BEl'IND THE \ilAt. .. .L ' _, ' ' '-SU DRAIN OUTLET L□CA TI□ C□ NECT T□ ST lRM DRAIN .L - -' ' ' ' ' ' . L .I . " ~ ' ' ' ' ' _, .L .L .L .1---11 .L :~-- ~l,,0 DI,., "' -"' ..... 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' ' ' ' ' ' " 8 g..,,U7 J:1111"1 ' ' ' ' ' ' -12' STORM DRAIN ~ SU DRAIN □UT~~;·70:1T;□N / BENEATH TH,E 'JALL \J:J :l:82:270P7ilrPIP~ ~O~NECT7□-st□RM-DR~IN I I I I I I I I I I I I 6 I I I I j I I I I J, I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 10 1 20 25 30 35 40 45 0 55 60 65 - 0 75 80 WALL F PROFILE SCALE; 1"= 6' H:V 1 05 1 00 q 5 Q 0 A 5 LEGEND AB CH" UNIT AB EUROPA UNIT MIRAFI GRID 5XT FINISH GRADE FENCE WHERE GRADE CHANGE > 30" CJ THIS PLAN HAS BEEN REVIEWED BY SOUTHERN CALIFORNIA GEOTECHNICAL, INC. FOR CONFORMANCE WITH APPLICABLE GEOTEHNICAL REPORTS FOR t---t----+-------------+---+---+---+----t I SHEET I CITY OF CARLSBAD I SHEETS I :=::=:::::::'....:::::::::::::::::::E::::N::::::GI:::N::::E::::::ER::::I:::N:::::G ::::D:::::E:::P::::AR::T=:M::::::EN=T:::::::::::=::::'....===::::: ALLAN BLOCK RETAINING WALL PLANS FOR: THE PROJECT SITE. REVIEW WAS LI MITED fc.,$),?«JF~~ TO GEOTECHNICAL ASPECTS OF THE PLAN ,3'/0ol'-' K,~"1(~~ ONLY WE MAKE NO REPRESENTATION A tj ~ ~\<;, TO THE ACCURACY OF DIMENSIONS c, C!J No. 2J64 f'.' ~ MEASUREMENTS, C LCULATIONS, OR AN \J! :0 PORTION OF THE SIGN • o«, _.~~t,~!:_'_'!_'ll_rlll"'~"'."'"''-::'"""'1!'1~or£c~~ REVIEWED BY: ◊FCALI DATE:4/3/2025 DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION 01HER APPROVAL GR2023-0042 APPROVED: ENGINEERING MANAGER DWN BY: DATE INITIAL CHKD BY; __ _ CITY APPROVAL RVWD BY: JASON S. GELDERT RCE 63912 EXPIRES 9 30 26 PROJECT NO. CUP2021-0014 DAlE DRAWING NO. 546-1A Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025 M3 CIVIL ENGINEERING, INC.PO BOX 923OCEANSIDE, CA 92049760-802-1772 MATT@M3CE.COM 08/08/2025 61 VETERANS MEMORIAL PARKFARADAY AVE./WHITMAN WAY 49 SHEET RW-2.02 WALL PROFILES 8/8/2025 8:06:09 AM JN NF 9n I I ~RIQ--b6NG'IH--~,"' v'f22:04 ro-o+'33:06 --t-------t-----t-----t--------jc-----jc----t-----t---;cl;----t------t-----t------jr--t-----r------t-----t-------t-------t-----t-----t-----r--------j-----t-------t----t---t-L±.16.0~~--t--t----+-----+--+-~'.±J:3_5°~-+-+ ' : ' !!:: M -ST□RM DRAIN -°",-INLEli AND PIPE -• • -1: ,- ->---iJEHIND THE"w'At1 "' "''-,f---, , w ·1 ' ·1 ' ' ' T ·1 ,, ' T STORM DRAIN - -""'--" INLET AND PIPE A5 AO 7s +-f---f----+--+---+----+--J_-7z,i?f TK ' ~ -L ~ ' _[_ ' ' ' -1 ' ' ' ' ' ' ' ' ' ' ' ' ~-;;,1 w,.--+-----+="'"'-,c"""'-ac-+---.,.,EHIND-HE WAt t --<·•,----+- !C-t----+----'""""=~-,,..,---+-'-\--"' .,..-~75 I I I ::c:a, ~ ."'--\ :~--I "'"l,02 T\J I '"!" 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REVIEW WAS LI MITED fc.,$)_?«:JF~~ TO GEOTECHNICAL ASPECTS OF THE PLAN ,;f'/0ol'-' K,~"1(~~ ONLY WE MAKE NO REPRESENTATION A tj ~ ~\<;, TO THE ACCURACY OF DIMENSIONS fil C!J a: No. 2364 MEASUREMENTS, C LCULATIONS, OR AN POAT ION OF THE SIGN REVIEWED BY DATE:4/3/2025 DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL GR2023-0042 APPROVED: ENGINEERING MANAGER DWN BY: DATE INITIAL CHKD BY: __ _ CllY APPROVAL RVWD BY: JASON S. GELDERT RCE 63912 EXPIRES 9 30 26 PROJECT NO. CUP2021-0014 DAlE DRAWING NO. 546-1A Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025 M3 CIVIL ENGINEERING, INC.PO BOX 923OCEANSIDE, CA 92049760-802-1772 MATT@M3CE.COM 08/08/2025 61 VETERANS MEMORIAL PARKFARADAY AVE./WHITMAN WAY 50 SHEET RW-2.03 WALL PROFILES 8/8/2025 8:06:24 AM JN NF I I -GRID lENGTH = e.o· -RID lENdTH-,,_,,. -RID t ENdTH = 9. -· 13 30 ,n -O-t-00;00 TO 0-t-11. '75 w-t-11. '75 TO O-t-30:1 ~ ' w-!-30;12 Tb 0-!-61.'7w , "' " = M M ao A,. A ..... .. 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FOR CONFORMANCE WITH APPLICABLE GEOTEHNICAL REPORTS FOR t---t----+-------------+---+----+---+----t I SHEET I CITY OF CARLSBAD I SHEETS I :=::=::~:::::::::::::::::::E::::N::::::GI:::N::::E::::::ER::::I:::N:::::G ::::D:::::E:::P::::AR::T=:M::::::EN=T:::::::::::=::::.===::::: ALLAN BLOCK RETAINING WALL PLANS FOR: THE PROJECT SITE. REVIEW WAS LI MITED fc_,$>_?«:JF~~ TO GEOTECHNICAL ASPECTS OF THE PLAN ,3'/0ol'-°' K,~"1(~~ ONLY WE MAKE NO REPRESENTATION A tj ~ ~\<;, TO THE ACCURACY OF DIMENSIONS fil C!J a: No. 2364 MEASUREMENTS, C LCULATIONS,, OR AN PORTION OF THE SIGN REVIEWED BY DATE:4/3/2025 DAlE INITIAL DAlE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL GR2023-0042 APPROVED: ENGINEERING MANAGER DWN BY: DAlE INITIAL CHKD BY; __ _ CITY APPROVAL RVWD BY: JASON S. GELDERT RCE 63912 EXPIRES 9 30 26 PROJECT NO. CUP2021-0014 DAlE DRAWING NO. 546-1A Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025 M3 CIVIL ENGINEERING, INC.PO BOX 923OCEANSIDE, CA 92049760-802-1772 MATT@M3CE.COM 08/08/2025 61 VETERANS MEMORIAL PARKFARADAY AVE./WHITMAN WAY 51 SHEET RW-2.04 WALL PROFILES 8/8/2025 8:06:44 AM JN NF I ~RID U:NG]IH -18. <-' ID u:NdTH -6, -· u-t-00:00--'l:0 2-t-15:97 .. -1-15:97 -1:0· 2-t-54:1, ,n 13 (/),:: 1 30 7-ra,... --"' --() ..... --... ., i~ "' (\J ,;,,= .... 12 25 c; ~~ -- 1 (J7 [Tl 12 20 :::, ~AnA l j\J .. e -- -~ • •~ ,_, T_'i:! ' 'la "' ~ ' I -•· -.------, -.--- --~ ,,..,.~ '' ' ' t - --,_ -I ' ' ' ' ' ·n :<: "' ~-= ' ' ~ 1 ~ -T-\J• ' _j_ ' ' -_,,. ' ' _L_ '' ,-.,., .. -'H Tl.I .. .. ' ' ' ' " -' '' ' -7rw --___ ,;c:;c,· ~ :. 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REVIEW WAS LI MITED fc.,$),?«JF~~ TO GEOTECHNICAL ASPECTS OF THE PLAN ,3'/0ol'-' K,~"1(~~ ONLY WE MAKE NO REPRESENTATION A tj ~ ~\<;, TO THE ACCURACY OF DIMENSIONS c, C!J No. 2J64 f'.' ~ MEASUREMENTS, C LCULATIONS, OR AN \J! :0 PORTION OF THE SIGN • o«, _.~~t,~!:_'_'!_'ll_rlll"'~"'."'"''-::'"""'1!'1~or£c~~ REVIEWED BY: ◊FCALI DATE:4/3/2025 DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL GR2023-0042 APPROVED: ENGINEERING MANAGER DWN BY: DATE INITIAL CHKD BY; __ _ CllY APPROVAL RVWD BY: JASON S. GELDERT RCE 63912 EXPIRES 9 30 26 PROJECT NO. CUP2021-0014 DAlE DRAWING NO. 546-1A Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025 M3 CIVIL ENGINEERING, INC.PO BOX 923OCEANSIDE, CA 92049760-802-1772 MATT@M3CE.COM 08/08/2025 61 VETERANS MEMORIAL PARKFARADAY AVE./WHITMAN WAY 52 SHEET RW-2.05 WALL PROFILES 8/8/2025 8:07:24 AM JN NF 17 c; ., -ST□RM DRAIN 17 -I INLET AND PIPE ·a..:: ij I -EHIND,HE '"'wAt ~ £t:g >--ci I -I< I -~t;, -I 16 ~ ·,-·--:; r-· . ..,.... ffl_ ., ' ' ' ' ' ' ' ' ' ' - ' ' ' ' ' ' -' I I ' I " -~ ~ ~ ~ ' ' ' ' ' ' ' 16 -, .n ' ' ' ' ' ' ' ' ' ' ' ' .... 15 c; I I I I I I I I I I I I I I I I I I I I I I I -10 1.:i 20 2 ' " ' -' ~ ' ' ~ . I I 30 -L -• RID 1£NG11H -1-2. ;:;'l'OO:DO-TO-O•i--76 .. _ .,... i .-. .,, . . --,-" " ' ' ' ' " ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' I ' ,, ' I ' ' ' I ~--. ' . ~ ~ ' ' ' " ' ' ' ' ' --,--, -, ' ' ' " ' ' ' ' ' ' ' ' ' ' ' ... ' ' ' ' ' ' ' 157,93 BTM a· ST□RM DRAIN~-BENEA H THE IJAL ..:1~g;-4-TDP7JF7'IP I I I I I I I I I I I .I. 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CUP2021-0014 DAlE DRAWING NO. 546-1A Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025 M3 CIVIL ENGINEERING, INC.PO BOX 923OCEANSIDE, CA 92049760-802-1772 MATT@M3CE.COM 08/08/2025 61 VETERANS MEMORIAL PARKFARADAY AVE./WHITMAN WAY 53 SHEET RW-2.06 WALL PROFILES 8/8/2025 8:08:04 AM JN NF - 16 c; - -- ,a...:: 16 15 c; ;n 15 14 c; J. GRID bENQ1H -6;01 ftO J. RID bENQ1H -7,"'' ftO J. 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FOR CONFORMANCE WITH APPLICABLE GEOTEHNICAL REPORTS FOR +---+----+-------------+---+---+---+----t I SHEET I CITY OF CARLSBAD I SHEETS I :=::=::~:::::::::::::::::::E::::N::::::GI:::N::::E::::::ER::::I:::N:::::G ::::D:::::E:::P::::AR::T=:M::::::EN=T:::::::::::=:::..===::::: ALLAN BLOCK RETAINING WALL PLANS FOR: THE PROJECT SITE. REVIEW WAS LI MITED fc.,$),?«JF~~ TO GEOTECHNICAL ASPECTS OF THE PLAN ,3'/0ol'-°' K.~"1(~~ ONLY WE MAKE NO REPRESENTATION A tj ~ ~\<;, TO THE ACCURACY OF DIMENSIONS c, C!J No. 2J64 f'.' ~ MEASUREMENTS, C LCULATIONS, OR AN \J! :0 PORTION OF THE SIGN • o«, __.~~t,~!:__'_'!_"'_rlll"'~"'_"'"''-::'"""'1!'1~or£c~~ REVIEWED BY: ◊FCALI DATE:4/3/2025 DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL GR2O23-OO42 APPROVED: ENGINEERING MANAGER DWN BY: DATE INITIAL CHKD BY; __ _ CllY APPROVAL RVWD BY: JASON S. GELDERT RCE 63912 EXPIRES 9 30 26 PROJECT NO. 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'~, " INLET AND PIPE "' +----!-----+----+l---"±23-5L---+---+----+----f-f.-----+----!-----+----+------+----+------+----+-----f.-----+----!-----+----+------+----+------+-----+-----f.-----+----!-----+----+------+----+--+----+-----+-----f-----+--.,D,EHIND-iTHE-VAtL-\ ~ ~-f- 150 c D>-~ 14c; --_ "'!!! 145 .,. "' 135.... <i: F -"' - - F ST□RM DRAIN INLE!T AND PIPE BEH ND TFIE 'i/"A .L ,, +-•· ' I ' --T"""-F ' ' ' ' ' ' ' I ' ' ' ' " _,_ ,---,--, " ' ' ' ' ' - ' ' ' -----,-, I " ,, ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' 190;9B BT. ' ' -+- ' ' ' ' ' ' ' ' ' ' -+- ' ' ' ' ' ' ' ' ' ' ' ' ' I ' I ' ' '' -+- ' ' ' ' -+- ' '' ' ' ' ' ' ' ' ' ' ' ' ' 1 '"' ' ' ' ' ' ' ' ' ' -+- ' " ' ' ' ' ' ' ' ' ' ' ' ~ ' ' ' ' ' ' ' ' ' " ' ' ' " ' ' ' ' ' ' ' ' ' ' ' 132,92 BTM ' ' ' " " ' ' ' - ' " ' -' ' ' ' ' .,. ' -- ' ' ' ~ ' ' ' ' ' ' ' ' ' ' ' ' ' ' I ' I ' 140 " ' ' ' ' _,:....----""i"',--- ' ' ' ' ' ' ' ' ' ' ' 135 130 ' -+--~U D •• 12c; :"UBDRI\IN_D I LET_LDCl\1:1D",~----+----+----+----+----+-------l-------l1-----1-----t----+----+----+----+-----+-----+-----+-----+-----+-----+-----+----+----+----+----+-------l-------l-------l1-----t----+----+----+----+----+-----+-----+-~ 125 CONNECT Tl ' STORM DRA N I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I '. 10 15 20 25 30 3 40 45 : 0 55 60 6 6"i 1b lENGlH =7 ~-.... --do,oo TO O'f'"41:1· "' ,. 4: -°'-IC! . - ----- ----- ---- ----- ----- ----- ---.. - - - ---.. -I= "' -..,_ 55.... >-!c "'· I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I - - - --... i 0 75 80 85 90 9 10 15 10 115 l_O 1'_5 LO 1,5 l•O 1,5 1~0 1~5 1,0 1,5 1·0 1·5 10 15 1'0 k 5 k 0 "' -... . . - - - --~:j "' -.. -Z>-c; LJ "' 5 WALL T2 PROFILE A SCALE: 1"= 6' H:V 14 LEGEND AB CH' UNIT AB EUROPA UNIT MIRAFI GRID 5XT FINISH GRADE FENCE WHERE GRADE CHANGE > 30" CJ ~ -~ -,- ' ' ' ' ' ' ' ' ' ' ' ' ,---+- ' ' -' ' ' ' I I I I I I I I I I ~--~-· ... : . -~ .. ' ' ·:1 · -~ ' ': . / : ,;.-.~p•. ·:" -,- ' ' ' ' ' " -+-•· ' ' I I I I I I I I ~ ,. 'I -,- " I I II c; 0 THIS PLAN HAS BEEN REVIEWED BY SOUTHERN CALI FORNIA GEOTECHNICAL, INC. FOR CONFORMANCE WITH APPLICABLE GEOTEHNICAL R EPORTS FOR t---t----+-------------+----+---+---+-----t I SHEET I CITY OF CARLSBAD I SHEETS I :=::=:::::::'....:::::::::::::::::::E::::N::::::GI:::N::::E::::::ER::::I:::N:::::G ::::D:::::E:::P::::AR::T=:M::::::EN=T:::::::::::=::::'....===::::: ALLAN BLOCK RETAINING WALL PLANS FOR: ' ' ff±-~-.,:•-•·.-.. .-.--~ ' ' ' ' ' ' ' , .. ~-~;;··J>)·::'.,faf ,---,-- 47B2 BTM *2BTM / "UBDRl\ll,LIIUILEL_ □Cllll□" EXISTING.../ DAYLIGHT TD SLOPE 4c; HEADIJAl!L ' ' ' ' ' ' ' ' ' ' ' '1~' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' .I ' ' ' 10 20 25 30 3-40 WALL V PROFILE SCALE: 1"= 6' H:V 4 5 ' 45 THE PROJECT SITE. REVIEW WAS LIMIT E D l,'.,,?,~"°F~~ TO GEOTECHNICAL A S PECT S OF THE PLAN IQJ;(p'I-' K. "11,,_C' ~' ONLY WE MAKE NO REPRESENTATION A /j ,f!,i ~\1,?_ TO THE A CCURACY OF \'.'.' i No 2364 g M EASUREMENTS, C LCULATIONS, OR AN PORT ION OF T HE SIGN REVIEWED BY: DATE:4/3/2025 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OlHER APPROVAL CllY APPROVAL GR2023-0042 APPROVED: ENGINEERING MANAGER DWN BY: CHKD BY; __ _ RVWD BY: JASON S. GELDERT RCE 63912 EXPIRES 9 30 26 PROJECT NO. CUP2021-0014 DAlE DRAWING NO. 546-1A Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025 M3 CIVIL ENGINEERING, INC.PO BOX 923OCEANSIDE, CA 92049760-802-1772 MATT@M3CE.COM 08/08/2025 61 VETERANS MEMORIAL PARKFARADAY AVE./WHITMAN WAY 55 SHEET RW-2.08 WALL PROFILES 8/8/2025 8:09:53 AM JN NF 10 n 9 c; "' 9 n -A -Jig -lid 8 -~-~ ~ oo T\J -.,-· c; -.!<I.Ml --' " ~ ,, - ' -I ' I ~ _, _, ' ' 8 n 7 c; " " " ' " " " " ' " '. 10 10 n (/):;;:: 9 c; 1.P r, ' -..l. (Jlm 9 n ~ ,!l,ll. n7 T\J ' I ' -. ....,J. I ' ' I ' 8 c; ' ' ' ' ' ' ' 8 n 7 c; " " " ' " " " " ' " 11 0 11 5 1' 0 6 c; - STORM DRAIN - 6 INLET AI\ID PIPE ~g a__:: J1EHIND1 HE7i.1At:C-ci -• <[ ~ ' ' " -,---, -I"'""" 5 ----___ , ~ "~ c; ' ' ' ' ' ' I I I I I I I I II I I I I I I I I I I I I I I '--_,_ ' " ' ' ' ' I I I II I I I 11 I I II I I I I I I I I I I I I --baa ~ ~ ~ ~ ~, ' ' ' ' ' ' 5 n 12· STORM DRAIN Pll?E THROUGH ~ 4 c; HE FACE DR THE WALL I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I '. 10 1 20 25 30 3 •RIQ-1.ENGTH-• 0 :":'' v-!'Ob:00 ro-0+'3'2;-3_ ::, A II<.., ------- -- ----- "' '" <C<I: ... II) II) Cl7 t&. T\J ~ --I I ' I -, --,- ' ' ' ' ' " ' ' ' ' I ' I ' I ' I ' I --+------+---- ' " ' ' ' ' ' ' ' ' ' ' ' ' I ' ' ' _, _, -•~ _, _, '---•~ " " " ' ' " " ~ ' ~ .. r-:,,on a1r1 ' SUBDRI\IN_DUil!.EJ_LDCAII□" c□' !NECT TD sr□RM DRAIN " " ' ' " " " ' ' " ' ' ' ' ' ' ' ' " " " " ' " " " ' ' " " " ' ' " " " ' 1 20 25 30 35 40 45 '. 0 55 I •RID~bENGTH-= ;2,0' •RID-bENG11H-= 14,0' v+'3'2c32 ro-2-n " :o., _ -Fl3,o3 ro-2+--:,i;:o, .. ::, ::, ::, -M A -A a <[ I') elf; -l!! -... II< "' -~ ... . ........ . . . . ~ .. --. . . . . . . . . . . . . . . . . . . . . ii< ·; .... ..,-"" ,¢ II< --,__ ,__ ~I-'!' <[ < -., ""1 "' "' " " ' -~ ' ~ - ----------' ' --T;. I I ' I I ' I ' ' ' ' I ~ ~ ~ ' " ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ~ I I ' I ' --•-~ -- -' n,~ ' ' ' ' I ' I ' I ' ' I ----' ' ' ' ' ~ ~ 17,ol:'.!I Dir, JO SWBDRAIN-DWl'bE-1,-..bD!;A'Fl□N / r□1' NECl-T□-S]DRM-DRAIN " " ' ' " " " ' ' " ' ' " " " ' ' " " " ' ' " " " ' " " " " ' " " " ' ' " 1' 5 2 0 2 5 2 0 2 5 2, ~o 2 ~5 2c 0 2c 5 BASIN G1 WALL PROFILE SCALE: 1"= 6' H:V THIS PLAN HAS BEEN REVIEWED BY SOUTHERN CALIFORNIA GEOTECHNICAL, INC. FOR CONFORMANCE WITH APPLICABLE GEOTEHNICAL REPORTS FOR THE PROJECT SITE, REVIEW WAS LI MITED fc,,$>,?«JF~~ TO GEOTECHNICAL ASPECTS OF THE PLAN ,3'/c,,ol'-°' K,~"'1(~~ ONLY WE MAKE NO REPRESENTATION A tj ~ ~\<;, TO THE ACCURACY OF DIMENSIONS c, C!J f'.' MEASUREMENTS, C LCULATIONS, OR AN \J! No. 2J64 PORTION OF THE SIGN REVIEWED BY DATE:4/3/2025 ::, A II< .., ,__ ... <[ <[ ..... .-:: - ' I I I I I I I ' ' ' I II I I II I I ~ ~ ' ' ' I I I I I I I 40 45 II) :::, -'° <C ~ --. - II< l I-H- ' ' ' ' -' ' ' ' -~ .,--,-,- " ' 'I ' I +-•- ' ' ' ' ' ' ' ' ' " " " ' " " 60 65 1 00 q 5 g 0 A 5 A 0 7 5 " 240 ! 9--· ID bENGTH •-' - _ -_ -oo,oo----ro-1af'o!:J; --1-- ' I I I I I I I I I I ' ' ' ' ' I I I I I I I I I I ~ ~, ' ' ' ' I I I I I I I I I I I '. 0 55 60 -- -• - ~n7 T\J --+---- ' I ' ' ~ ~ ---1-~-·-·' I ' I ' ' I --,- ' ' ' ' ' ' " " ' " " " ' ' " " " -0 75 80 , -.., ::, -::, <[ A 6Q_ -"'a "''° ,... - >-<D II<--..:-.... ;:: <[<[ -Cl)·.,;., II) II) --- 5 5...J ' ' ~ ' ~ I I I I I I I I - 9 c; 9 n 8 c; --' ' I ' ' I 8 n 7 c; " " " " '. I _, L RID bENGi!H -1-2.-· 5 0 ST□Rljt_ DRAIN , af'01:3'i'----T0-1afa"3:9;; ,:_ ll\l[E-T7CLEAN□IJT AND \'\ li'l ::, .--IPE-i!EHIND,H"E----.tAtt: -, ; ---- t\, A ... ::, § -!ie? 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II) II) ,__ ,__ ---- ~--(i')(i') <[<[ \ \. ~-~L_ ,.,F. \ '\ ----, -' .._,1w IW ' ' ' ' - - ~ ---1-I - - -1--' ' ' " " ' ' ' ' ' " r---+-----,-~ _, " ' ' ' ' ' ' ' ' ' " c; 5 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I II I I II I I I I I I I II I I I I I I II I I II I I ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' I I I I I I I I I I I I I I I I I I I I I I I II I I I I I I I I I I I I I I I II I I II I I I I I I I I I I I I I I II ~ ~ ~ ~ ~ _,_ '--~ ~ ~ _,_ '--~ ~ ' ' ' ' ' ' ' ' ' ' ' " ' ' ' ' ' :,LP.,JlTII 'ATl□N ~ c; SUBDRAIN OUTLET L□ 0 C□NNEC"•□-ST□RM DRAlr< a• STORM DRAIN Pl E THROUGH a• STORM DRAIN PIPE THROUGH _J ,E FACE DI THE WALL HE FACE □ THE WALL 4 5 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ' 6 -0 75 80 85 90 9 1 0 1 5 1 0 115 1_0 BASIN E WALL PROFILE c SCALE: 1"= 6' H:V 14 J IQ-1.ENGTH-• -2~":"' -32:3:Z--T0-2-1'1;,: ::, ~ STORM DRAIN a ru-r \-lNt ET-±'ND-PIPE-A -... i ,_ "' -BEHIND THE-WAl=I=--~ -~ II< I') \· ' "' ------ ----- ----- ---- ----- ---- ---. -- - -- ---. - - -------\ -I'-• °' ii, --;cc ; < <[ ;:: \ ;:: "' "' "' II) "' '~T\J -' ' ' ' -I I ' ' ' ' ' ' ' _, _, _, --+------+----+- ' ' ' I ' I I • •I ' I ' ' ' I ' I• ' ~ ~ ~ ~ ~, ~ ~ ~ ~ ~, ~ ---. . ·--J' . . ------'. ---. ·--· . ----. ------·--· ---. " ----. --' I ' I ' I ' I ' I I ' I ' I I ' I ' I ' I --,--,--.--•--,- ' ' ' ' ' " ' ' ' ' " ' ' ' ' ' ' ' ' ' ' ' -,- ><3,6.L BDI ~ 12" STORM DRAIN PIPE THROUGH THE FACE □F THE WAILL ' " " " ' ' " " " ' " " " " ' " " " ' ' " " " ' ' " " " ' ' " " " ' " " " " ' " " " ' ' " " " ' ' 85 90 95 1 0 1 5 1 0 115 1_0 h.5 1. 0 1. 5 l• 0 BASIN G1 WALL PROFILE SCALE: 1 "= 6' H: V •RID-bENQTH-=-6.S" v-Foo:oo-io-1-+-oa~1 - "' !ie? ::, STORM DRAIN~ => :, => -ij INLET AN PIPE / !:I --A A A < l:g IBEHINDIFIE "Ti/;1111:G II< "! "' / II< C\j n "! ll<"l .... _ &i ,-----;::i .... ... H-In .... ..,, II< <[<[ < <[ I <[<[ "'<[ <[<[ .... IS' l ~T\J _ "' "' .., "' "' "' c/)c,, "' "' !ij, ,w --' ' ' ' I --' --' -- - ' --I -' ' ' ' ' .~ ' ' ' ' ' ' ' ' ' ' ' ' ' ' I ' ' ' ' ' ' I ' I ' ~ ~ ' ' ' " ' ' ' -' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ----,- ---' ' , ' c_, ' ' ---' ' ' ' I / ,, I 50,89 BTM a· STORM DRAIN PIPE HR□UGH .J / \ \ THE ACE □F TH C 'JALL / \ L 4r STORM DR IN PIPE THROUGH B' STORM DRAIN OUTLET PIPE 1../ \ THE FACE □F THE 'JALL THROUGH ,HE FACE □f THE 'JALL '-SUBDRAIN □LITLE LOCATION CONNECT TD STIRM DRAIN I I I I I I I I _I I I I I I I I I I I I I I I I I .I I I I I ,I, I I I I I I I I I I I I I I I I I I I I 10 1 20 25 30 35 40 45 '. 0 55 60 65 0 BASIN A WALL PROFIL SCALE: 1"= 6' H:V I q 5 -R1b-1.ENGTH---'ii , c' v-!'Ob:oo-ro-o-n !1:su ::, A ::, g <CN -0 "'~ A C\j ,__ !:!l <[ II< -<[<[ A <[ ~ T_',/_ "' "' L,J II) -A 5 " " " ' ,-' ' ' ' " " " _5 li i: 0 I' 5 1 0 1 Cl II) -~ ~~ "' '1' "' < 9 ---~ -- - -- ----- ~ II< -;:: '1" "' "'-,__,__ "'--~-. -' ' ' ' I -_,_,_ -•~ I ' I ' ' ~ ~ ~ . -1·-· --- ---. . . . ' I ' " I ' I ' ' ' ' ' ' \ L STORM DRAI CLEAN□UT AND PIPE i,EHINDIFIE -VAt:._ " " " ' ' " " " ' " " " " ' " " " 1, 5 l'. 0 l'. 5 1 0 1 Ii') => ::, -"'.,. STORM DRAIN ,_ A CLEAN□ljT AND PIPE O<C! \ II<~ ... DEFIIND,FIE7i.lA--\ ,__ ill .... ... \ ~ .. <[ ~ ,.. \ t; "' "' II) • --' ' -'- ' ' ' ' ' ' ~ ' ' ' ' ' ' ' ----,- ' ' ' ' a· I I I I I I I I I I I I I I I I I 75 80 85 90 5 (/):;;:: ., -LP ::, A I') -0 -;-'I II< ,...: --• ---,__ -<[ <[ (Jl~ ---• I -.-1-J: -1-"' "' -1--I_,_ =-' ' ' ~ ---.':-. ---. . I ' I " ' I ' ' ' ' ' ' ' ' ' " " " ' ' " " " ' ' " " " ' 5 r 0 r 5 1 0 1 ,:_ 5 "' ::, -A a, 0 :;; ""';:;; II< "--. .... I') -"' II< <[ <[ < ........ .., II) "' 7 ...,. ' I ' c; 5 '' ' ' ' ' I ~- ' ' ' ' ' ' I ' ' ' ' I c; 0 STORM DRAIN PIPE THROUGH -/ THE FACE □F HE 'JALL / S-·A'T-l□N-1 +08"7· / Tl ' .□-MEET-A 1 1 1 si[a.P~H.,0+1°0d'o 1 1 1 4 I I I I I 95 1 0 1 5 1 0 5 LEGEND AB CH" UNIT AB EUROPA UNIT MIRAFI GRID 5XT FINISH GRADE FENCE WHERE GRADE CHANGE > 30" 1 00 q 5 g 0 A 5 Q 0 7 5 5 CJ I I ' .. /'7100 .Dll"l ' I ' Q 0 t---t-----+--------------+---+---+---+--------t I SHEET I CITY OF CARLSBAD I SHEETS I :=::=::~:::::::::::::::::::E::::N::::::GI:::N::::E::::::ER::::I:::N:::::G ::::D:::::E:::P::::AR::T=:M::::::EN=T:::::::::::=:::...===::::: ALLAN BLOCK RETAINING WALL PLANS FOR: ~~~:~~ ~~\~1Ml,_~~~i~.□N 7 5 I I I I I I I I I I I I " " ' ' 10 1 20 25 GR2023-0042 APPROVED: JASON S. GELDERT BASIN G2 WALL PROFIL ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 26 DAlE SCALE: 1"= 6' H:V DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL DWN BY: DATE INITIAL CHKD BY; __ _ CllY APPROVAL RVWD BY: PROJECT NO. CUP2021-0014 DRAWING NO. 546-1A Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025 M3 CIVIL ENGINEERING, INC.PO BOX 923OCEANSIDE, CA 92049760-802-1772 MATT@M3CE.COM 08/08/2025 61 VETERANS MEMORIAL PARKFARADAY AVE./WHITMAN WAY 56 SHEET RW-2.09 WALL PROFILES 8/8/2025 8:10:40 AM JN NF I o, ! u-!-00:00 'TO 0-1-80:Bu o, u-!-80:80 'TO 1-1-98.3~ 9n ~ ij ,._----,---+----+------+----+-------t-----+--------,+-----+-~l.,,---+----t----+----t-1----+----+---c"',f--+--f------.s,.:T,"a~R,i'--cD1'R'ciAc'l'llN:....=-1----+----t----+----+-----+----+------t----+------,t-----."'3f-+-----,1--.. sTlil!lr.• R;.,H!--1;D<iRf<A-'l!Nim/:-----i"':!1---+----+--i,"'11--+----=(f):f:;:::s--t-_JQQ -12 0 O!: ~ ~ C">__ -/ INLE AND PIPE !::' ;:-+---,--INL!,ET AND PIPf: I;; ~-"'-, -+---;1>7 -+ ~--.--:!.( .., "' 1 BEHIND-THE-wAt, :!C "' BEIHIND-THE-wAtC-:!C "1 ~ "1--0 -~ ~ ~ IE --- ---• ~:-+-11-----t----+------,t----+----t-----+----t------t----+------t----+---"' _1:f;1-1---l----l-----l---"'l_,,r-c--l-----l---"'l•,..._c._-1-__ ~-a->.:r:~-l- '!t ...---<I: <C C .g; -F-F ;-~ I-;....,;,, .... ;....,1;..... 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' I (J1 [Tl ' I I I I I I I II I I I 11 I I I I I j I I I I I I I I I I I I I I I I I I I I I I I I I I I M ' ' ' ' ' ' an I ' ,, ' I ' I ' ' ' I ' I ' ' I ' I ' ' ' I ' ' I ' ' ' I ' ' I ' ' I ' ' I ' ' I ' I ' " ' I I ::L......80 __,_ ' ' _,_ ' ' __,_ __,__ __,__ 77,79 BTM ~- -+-----+----t----+l,----+----l----+-----+-----+-l----t----+-----+----l----l-+-----+-----+----t----+-----+=~~=i----,---+I\-~ '--,.__ UBDRAll!LllUI LEL LaCAI-lla",~----+-----<----+-----+-----+----+-----+------+-----<----+-----+-----+----+-----+- 7c; \ taNNECT Ta STaRM DRAIN 75 \ ~ 12' ST RM DRAIN !PE THRaUG THE FACE □F THE 'JALL ~ 12' ST RM DRAIN !PE THR□UG THE FACE □F THE 'JALL -12' ST□RH DRAIN PIPI THR□UGH THE FACE aF THE 'JA .L ~ 8' ST□RM DRAIN P, PE THR□UGl!I THE F~CE □F THE 'JALL -+-----+----+----+------+-----j----+-----+-----+----l-----+------+-----j----+-----+-----+----l------+------+------i---4~••_s,I□RJLDRAI1i__eI!t__IHRCUG",_._.----+-----+-----+-----if----+-----+-----+----+-----+-----+-----if----+-----+-----+----,1,--7n THE FACE □F THE WALL 70 ,,11 ,,,1 ,t ,~rt ~f1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 I I I I I I I I '. 10 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 15 20 2 30 35 40 45 '. 0 5 60 65 ; 0 ; 5 80 8 90 95 100 105 10 115 l_O 1'...5 LO 1:5 l•O 1•5 1'.0 1'.5 1,0 1,5 1·0 1·5 10 15 BASIN H WALL PROFILE SCALE: 1 "= 6' H: V .... , ! ..... .J I .... , RID lENGTH =-9. · IQ lENGTH = l 2. · >- -i-----~i-----c_1-1--·8Q:80-ro-1,-981:l._!"-4· .r----i---i---------t-----i--------t-----i------t-------r-----t------;------i----:-:c.-----,,,.95c34-ro-3-i-c>!4:1~?----+----t-----+----+------+--~.,~+-------t-----+-----+----t-->- -+---~=-<o-----+----+---+--+----+-----t----,.,,~---+-----+-----+----->-----+-----t---;~,1-----,----+----t----+----t-----+----+----21H ----+------,f----+---;;~-l- 9n (I)~ --!::'"'-----l-----l------l-----l-----l----f-f-----+---"-'-~1:-t-----+----+------t---"';::i1ru~O =~=~=-':'~_,...otll====:+====+::==t ::+====+:::::=:;;;l;;;~;~:~:~-:;:;:_:_~-~-:-:. ===~===::.):: __ ;:;_;:;:;:;;;;:~;;;;:;;;;:;;~:;;;;;:::;;$i~ i: ~ j ~ j>- B'i -' • ....L [U °' ~<CC ~i-.-F t-----+----+-------j---~:;:l~~>- U1rn T -, ' -, ' ' '' ' ' ' ' ' ~ ~ I I I I II I I ' ' ..11:iJri T\J 1~1 1 ' I _J__ ___J_ _L__ ____L_ I I I I I I 11 I I I I I I I II I I II II I I I ' -, ~ I I I I II -, -, ~ I I I I I (l'J (l'J La.I ~~ I I I 1 ' ' -----, -1--.-,------1------,----, ~ ~ ~ I I I I I II I I I I I I I II ' ' ' -, ~ I I I -, I I I ' I -, ·11 I I r =ir A5 an I I I I I I I I I I 11 I I I I I I ' I I I I I I I I I I I I I II I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I '-- I I I I I I I I I I I I ' LBo I ' ' ' ' ' ,--, ' ' ' '' -, ' ' ' ' ' ' ' ' ' -, ' 77,79 BTH ' I I I I ' ' ' ' --, ' ' I I ,-----I ' ' ' ' , / TA Tl□N 3+0• ,12 --' Ta MEET AT -+-----.----t----;-----+----1--1---,,.,.-±=,,,----,,,,--,,-+:==-==-=+=----t----+-----+----,t----+-----+----+---+-r-==--=-:+-:,..,.-===±=-=---1t----+-----+----+-------..·T11TmN-o+oo:o .. ----+-~ 12' TaRM DRAIN PIPE THRaUGH L 12' STaRM D1 IN PIPE THRaUGH ·- THE ACE □F THE 'JALL T 1E FACE □F THE 'JALL 75 -+------>------+-----+L-~4•_-S_ICRl'_DRAI!LeieE lIJ:IR□U,"=-u -+----+----+----+-----l-----l-----lf-----f-----l-----l-----+----+----+----+----+----+----+-----+-----+-----+-7n THE FACE □F THE 'JI.ILL 70 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1' 5 200 205 2 0 2 5 220 2 ~5 2. 0 2: 5 240 245 2, 0 2~ 5 2 ,0 2 ,5 2 70 2 5 2 0 2 5 2' 0 2 5 3 0 3 5 I I I I I I I I I I I 1 0 1: 5 1' 0 BASIN H WALL PROFILE SCALE: 1 "= 6' H: V LEGEND A8 CH" UNIT A8 EUROPA UNIT MIRAFI GRID 5XT FINISH GRADE FENCE WHERE GRADE CHANGE > 30" CJ THIS PLAN HAS BEEN REVIEWED BY SOUTHERN CALIFORNIA GEOTECHNICAL, INC. FOR CONFORMANCE WITH APPLICABLE GEOTEHNICAL REPORTS FOR t---t----+-------------+----+----+---+-----t I SHEET I CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT :=ALLAN::::::::=:::IB~LO::::::::::CK::::::::RET:::::::::::::AIN;;:::IN:::;G~W::::A:::1:::,T:::, :::PLANS;::::;::::;;::::;FO::::R::::·=::::'....'.;==::::::: THE PROJECT SITE. REVIEW WAS LI MITED fc.,$),?«JF~~ TO GEOTECHNICAL ASPECTS OF THE PLAN ,S-/0ol'-°' K,~"'1(~~ ONLY WE MAKE NO REPRESENTATION A tj ~ ~\<;, TO THE ACCURACY OF DIMENSIONS c, C!J No. 2J64 f'.' ~ MEASUREMENTS, C LCULATIONS, OR AN \J! :0 PORTION OF THE SIGN • o«, _.~~t,~!:_'_'!_'ll_rlll"'~"'."'"''-:: ..... '1!'1~or£c~~ REVIEWED BY: ◊FCALI DATE:4/3/2025 DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OlHER APPROVAL CllY APPROVAL GR2023-0042 APPROVED: ENGINEERING MANAGER DWN BY: CHKD BY; __ _ RVWD BY: JASON S. GELDERT RCE 63912 EXPIRES 9 30 26 PROJECT NO. CUP2021-0014 DAlE DRAWING NO. 546-1A Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025 TYPICAL ALLAN BLOCK WALL SECTION - 2:1 SLOPE NOT TO SCALE A 57 TYPICAL ALLAN BLOCK WALL SECTION - LEVEL BACKFILL NOT TO SCALE B 57 TYPICAL ALLAN BLOCK WALL SECTION - 2:1 SLOPE AT BASIN NOT TO SCALE C 57 TYPICAL ALLAN BLOCK WALL SECTION - LEVEL BACKFILL AT BASIN NOT TO SCALE D 57 M3 CIVIL ENGINEERING, INC.PO BOX 923OCEANSIDE, CA 92049760-802-1772 MATT@M3CE.COM 08/08/2025 61 VETERANS MEMORIAL PARKFARADAY AVE./WHITMAN WAY 57 SHEET RW-3.01 TYPICAL WALL SECTIONS 8/8/2025 8:11:04 AM JN NF T\,/ ELEV, PER PROFILE ALLAN BLOCK CAP UNIT ALLAN BLOCK EUROPA UNIT ABBEY BLEND (6• BATTER) 24' \,/IDE BRO\,/ DITCH PER GRADING PLAN 211 MAX. SLOPE I' BENCH C ETAINED SDI~ (IMPORT> I I I I I ~r]~~ij---------------r----------,L1~ BOUNDARY □F ... . . ... . . ... f REINFORCED SDI~ '---<IMPORT) I - - - - - - --•~1' I I I REINFORCED ZONE \,/ALL H IGHT <H> 3/4' CRUSHED ROCK I PER PROFILE \,/ALL H IGHT (H) PER PROFILE .,. ____ GE □GRID LENGTH _____ _, .,--_P_ER _P_R □F_I_LE_ .. I ...... EXISTING/FINISHED GRADE-, I I I I /~ / 6 □• BOUNDARY □F IMPORT AND SITE SDIL ~,r,. ;·1// 1/j_{/f,Y~~~~..::::-=-=--~=--~~=..;;;=...;;a~ ,#-~.:::::.«.« . ' ~ i __ j ______ _ , //,~TD DAYLIGHT-~~ B\,/ ELEV, PER PROFILE 6' X 24' CRUSHED ROCK "' LEVELING PAD T\,/ ELEV, PER PROFILE ALLAN BLOCK CAP UNIT ALLAN BLOCK EUROPA UNIT ABBEY BLEND <6• BATTER> 24' \,/IDE 3/4' CRUSHED ROCK \,/ATER SURFACE 2•1 MAX. SLOPE 4' PERFORATED PVC SDR 35 SUBDRAIN. OUTLET L □ CATI □ N PER PROFILE. C□UNDATI □N SDI~ (SITD 4' PERFORATED PVC SDR 35 SUBDRAIN \,/RAPPED IN I CU, FT /FT GRAVEL AND MIRAFI 140N FILTER FABRIC. OUTLET L□CATI□N PER PROFILE, (\,/HERE H>B' □NL Yl C ETAINED SDI~ <IMPORT> I I I I I ~~--------------T---------1~1~ BOUNDARY □F ()Y-,.....;,,,;J;.~ - -- - - - -REINFORCED ZONE I I f REINFORCED SDI~ '---<IMP□ RTl I I ------------------i ----I BASIN SURF ACE 1' lff,d-~~ ,__ ___ .GE □GRID LENGTH ____ _, ..---_P_ER _P_R □F_I_LE_ .. I IMPERMEABLE LINER BET\,/EEN THE BASIN MEDIA AND THE RETAINING \,/ ALL TD I' FREEB□ARD LINE. ATTACH PER SDD-127, BASIN BOTTOM 6' MIN. B\,/ ELEV. PER PROFILE 6' X 24' CRUSHED ROCK LEVELING PAD 1 MIRAFI 140N FILTER FABRIC \,/ITH I' \,/RAP TOP AND BOTTOM <TYP,l 4' PERFORATED PVC SDR 35 SUBDRAIN, OUTLET LOCATION PER PROFILE. C□UNDA TI □N SDI~ <SITD THIS PLAN HAS BEEN REVIEWED BY SOUTHERN CALIFORNIA GEOTECHNICAL, INC. FOR CONFORMANCE WITH APPLICABLE GEOTEHNICAL REPORTS FOR THE PROJECT SITE. REVIEW WAS LI MITED ?\'OF~~ TO GEOTECHNICAL ASPECTS OF THE PLAN ~ol'-' K,4ii;;:--''\,~ ONLY WE MAKE NO REPRESENTATION A tj ,'j,0 '\,\,;, TO THE ACCURACY OF DIMENSIONS c, C!J \'.' t MEASUREMENTS C LCULATIONS OR AN \J! No. 2J64 £ ' ' PORTION OF THE SIGN REVIEWED BY DATE:4/3/2025 I I I /~ BOUNDARY □F IMPORT AND SITE SDIL I 6 □• 1 __ \ ______ _ 4' PERFORATED PVC SDR 35 SUBDRAIN \,/RAPPED IN I CU, FT /FT GRAVEL AND MIRAFI 140N FILTER FABRIC. OUTLET L□CA TI □N PER PROFILE. (\,/HERE H>B' □NL Yl \,/ ALL HEIGHT (Hl PER PROFILE ALLAN BLOCK CAP UNIT ALLAN BLOCK EUROPA UNIT ABBEY BLEND (6• BATTER) 24' \,/IDE 3/4' CRUSHED ROCK EXISTING/FINISHED GRADE 1// «l/1- FINISHED GRADE f REINFORCED SDI~ '---<IMP□RTl _11' GE□GRID LENGTH ____ ~ __ P_ER_P_R □F_r_LE_ • I BOUNDARY □F REINFORCED ZONE C ETAINED SDI~ <SITD 4' PERFORATED PVC SDR 35 SUBDRAIN \,/RAPPED IN I CU, FT /FT GRAVEL AND MIRAFI 140N FILTER FABRIC, □UT LET L□CA TI □N PER PROFILE. ____,~~0~::<Z~.:::::.«.« ·' .,__ ____ ,._~~~ ~ TD DAYLIGHT-~~ (\,/HERE H>B' □NL Yl B\,/ ELEV. ~= PER PROFILE 6' X 24' CRUSHED ROCK-_., LEVELING PAD T\,/ ELEV, PER PROFILE ALLAN BLOCK CAP UNIT ALLAN BLOCK EUROPA UNIT ABBEY BLEND (6• BATTER) 24' \,/IDE 3/4' CRUSHED ROCK IMPERMEABLE LINER BET\,/EEN THE BASIN MEDIA AND THE RETAINING \,/ALL TD I' FREEB□ARD LINE. ATTACH PER SDD-127, BASIN BOTTOM 6' MIN, B\,/ ELEV, PER PROFILE 6' X 24' CRUSHED ROCK LEVELING PAD I I . , .. . . ... • 4;'0 ........ ,. . _. 4' PERFORATED PVC SDR 35 SUBDRAIN, OUTLET L □CA TI□N PER PROFILE. C□UNDATI □N SDI~ (SITD FINISHED GRADE 4' PERFORATED PVC SDR 35 SUBDRAIN, OUTLET L □CATI□N PER PROFILE, C□UNDATI □N SDI~ (SITD BOUNDARY □F REINFORCED ZONE C ETAINED SDI~ (SITD 4' PERFORATED PVC SDR 35 SUBDRAIN \,/RAPPED IN I CU, FT /FT GRAVEL AND MIRAFI 140N FILTER FABRIC, □UT LET L□CA TI □N PER PROFILE. (\,/HERE H>B' □NL Y) i---+--+-----------+--+----1----l-----l fsHml CITY OF CARLSBAD I SHEETS I L_j ENGINEERING DEPARTMENT ALLAN BLOCK RETAINING WALL PLANS FOR: GR2023-0042 APPROVED: JASON S. GELDERT t----it---+7r---------------l---l---l-----l---l ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 26 DAlE DA 1E INITIAL DA 1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL DA 1E INITIAL CllY APPROVAL DWN BY: ---PROJECT NO. 2~ :~;--CUP2021-0014 DRAWING NO. 546-1A Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025 OUTSIDE CURVE DETAIL NOT TO SCALE G 58 INSIDE CURVE DETAIL NOT TO SCALE F 58 AB EUROPA ABBEY BLEND BLOCK DETAILS NOT TO SCALE E 58 M3 CIVIL ENGINEERING, INC.PO BOX 923OCEANSIDE, CA 92049760-802-1772 MATT@M3CE.COM 08/08/2025 61 VETERANS MEMORIAL PARKFARADAY AVE./WHITMAN WAY 58 SHEET RW-3.02 CONSTRUCTION DETAILS 8/8/2025 8:11:09 AM JN NF i-6'-/ - -.. ~- .. - ~ ~- ... EUROPA SECTION VIEW SPECIFIED REINFORCEMENT ELEVATION ADDITIONAL REINFORCEMENT LAYER PLACED NEXT COURSE ABOVE SPECIFIED REINFORCEMENT ELEVATI□ N TD ELIMINATE GAPS PRINCIPAL REINFORCEMENT DIRECTION ' 'rlll 7'--::-f-..::111--. :;:-----\ -,,. r___~ ' :;:----'rlll ;--__ -::-f -..= Ill --. -\ ..;:-I ,-,,. r___~ -I,-' ' \..;:-/r-,,. ;--__-:::-f-..:: ... '--...... , I _,, \..;:-/r-,,. ;-----;_-:::-f-..:: ,,. \,_--... ' I _., ,,_...._--..,I_,, r___~ \...::--rr-,,. ;--__-::-f-..:: ........ --.. ..... 1_,, r___~ \ -,,. ;-;., -::-f-..:: -I,-II ;-;., -::-f -..:: 111....., -~1....--.,l_.1 ' :;:----'rlll ;-;., -;:-f --::'. Ill --. -,,. \,..--.. ' I _,, ' :;:----'rll ' ' ' ' TWO COURSE PATTERN 1-1------1.469 ft-----1•-1 i--0,735 ft----J r 0.87 ft 0 DOVER PLAN VIEW 0.635ft 0.875 ft DOVER ISOMETRIC VIEW ;--TRIM REINFORCEMENT TD FIT CURVE, MINIMUM GRID LENGTH TD MATCH DESIGN LENGTH 0,87 ft l_ /=========\ PALERMO PLAN VIEW 0.635ft 0.875 ft PALERMO ISOMETRIC VIEW IJALL ROCK IJALL ROCK DEPTH VARIES IN CURVE~- ALLAN BL□CK-~­ UNIT IJITH BACK IJINGS REMOVED BORDEAUX PLAN VIEW 0.317ft 0.875 ft BORDEAUX ISOMETRIC VIEW PRINCIPAL i----REINF□RCEMENT------1 DIRECTION ... ...... 4 : • ... .. _l 12 In I H/2 TRIM REINFORCEMENT TD -/ FIT CURVE, MINIMUM GRID LENGTH TD MATCH DESIGN LENGTH I • 1.469 ft • I r 0.875 ft O 0 l_ '-----------' BARCELONA PLAN VIEW 0.317ft 0.875 ft BARCELONA ISOMETRIC VIEW ---~ 3' OF S□IL REQUIRED BETWEEN OVERLAPPING REINFORCEMENT TD AV□ID GE□GRID CONTACT _,---ADDITIONAL IJALL ROCK TD EXTEND H/2 • . ... : ' •. . . • ·-. . .. PRINCIPAL REINFORCEMENT DIRECTION i---------H/2---------i ALLAN BLOCK UNIT fsHml CITY OF CARLSBAD I SHEETS I t-----+---+----------------t----+--+----+---t l___J ENGINEERING DEPARTMENT 1----1----+----------------+------l---+--+----I 1----1----+----------------+------t---+--+----1 ALLAN BLOCK RETAINING WALL PLANS FOR: THIS PLAN HAS BEEN REVIEWED BY SOUTHERN CALIFORNIA G EOTECHNICAL, INC. FOR CONFORMANCE WITH APPLICABLE GEOTEHNICAL REPORTS FOR THE PROJECT SITE. REVIEW WAS LIMITED ~l'oF TO GEOTECHNICAL ASPECTS OF THE PLAN ol'' K • .,_,, ONLY WE MAKE NO REPRESENTATION /j,0 TO THE ACCURACY OF DIM ENSIO No. 2364 MEASUREMENTS. CULAT IONS, OR A PORTION OF T HE R EVIEWED BY: DATE:4/3/2025 DA 1E INITIAL DA 1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL DA 1E INITIAL CllY APPROVAL GR2023-0042 APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 26 DATE DWN BY: __ _ CHKD BY; __ _ RVWD BY: PROJECT NO. CUP2021-0014 DRAWING NO. 546-1A Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025 LEVELING PAD STEP DETAIL NOT TO SCALE I 59 DETAIL OF FENCE POST INSTALLATION USING SLEEVE-IT™ NOT TO SCALE J SLEEVE-IT™ (12"Ø X 24") DEEP BLOCK UNIT 42" MIN. SAFETY RAILING WHERE REQUIRED REINFORCED BACKFILL ZONE CAP UNIT SET POSITION OFSLEEVE IMMEDIATELY BEHIND TOPMOST BLOCK UNIT. FILL SLEEVE WITHCONCRETE, SET FENCE POST. GEOGRID CUT THE GEOGRIDAROUND THESLEEVE-IT™ SYSTEM AS NECESSARY PERFORATED LID POCKET TOWER BASE FEET UNIT BACK 59 ™ ™ GEOGRID/BLOCK CONNECTION DETAIL NOT TO SCALE H 59 CUT GEOGRID AROUNDSTORM DRAIN PIPE 12" MAX. DIA. THIS PROJECT CUT SLIT IN GEOGRID TO ALLOWMATERIAL TO LAY DOWN BEHIND STRUCTURE MSE WALLBLOCK 10° MAXIMUM 10° MAXIMUM STORM DRAIN PIPE STORM DRAIN PIPETYP. MSE WALL TYP. GEOGRID LAYER TYP. GEOGRID LAYERTYP. MSE WALL HORIZONTAL STORM DRAIN IN REINFORCED ZONE NOT TO SCALE L 59 VERTICAL STORM DRAIN IN REINFORCED ZONE NOT TO SCALE K 59 SAWCUT BLOCK UNITSTO WITHIN 1/2" OF PIPE TYP. MSE WALL SAWCUTBLOCK UNITSTO WITHIN1/2" OF PIPE CUT GEOGRID AROUNDSTORM DRAIN PIPE GEOGRID BEYONDEACH SIDE OF PIPE STORM DRAIN THROUGH FACE OF WALL NOT TO SCALE M 59 M3 CIVIL ENGINEERING, INC.PO BOX 923OCEANSIDE, CA 92049760-802-1772 MATT@M3CE.COM 08/08/2025 61 VETERANS MEMORIAL PARKFARADAY AVE./WHITMAN WAY 59 SHEET RW-3.03 CONSTRUCTION DETAILS 8/8/2025 8:11:14 AM JN NF ALLAN BLOCK UNIT t----8' MIN, BLOCK AND GEOGRID OVERLAP i---i--24' MIN. 3/4' CRUSHED ROCK ~--+-8' MIN, BLOCK AND GEOGRID OVERLAP / GEOGRID L -REINFORCEMENT ---- 24' MIN, 3/ 4' i-------1-+--CRUSHED ROCK GEOGRID REINFORCEMENT THIS PLAN HAS BEEN REVIEWED BY SOUTHERN CALIFORNIA GEOTECHNICAL , INC. FOR CONFORMANCE WITH APPLICABLE GEOTEHNICAL REPORTS FOR • ffilli!? g ~ - - THE PROJECT SITE. REVIEW WAS LIMITED ~1>,0F~:', TO GEOTECHNICAL ASPECTS OF THE PLAN ~ol'" KMi;i,.~¢,, ONLY WE MAKE NO REPRESENTATION A /j /fa C'~°t TO THE ACCURACY OF DIMENSIONS c,; '-" No. 2$0 I=' rn MFASURFMFNTS, r, I CUI ATIONS, OR AN ~ 'Xl PORTION OF THE SIGN REVIEWED BY: DATE4/3/2025 ALLAN BLOCK UNIT : ..... _ . :)I • ..,. • : ..... : .JI ..... ... ·.< ·, ... ·'.: .·:--:: < ·,: __ ..... ·-~ • :,.:. • • : ...... _ :~ •• '•'" • : .... _ ·.)I .... ,. .:. ·.-'. --,: .. '.; : .·: •. :~ •.• ~ ·,: __ ·_;_ •. •. •·. -I. 6' MIN, CRUSHED ROCK LEVELING PAD -- •. ___ L __ _ ___ L_ __ _ THE SLEEVE-IT PRODUCT SHALL BE SPACED NO FARTHER APART THAN 8' ON CENTER. USE OF THE SLEEVE-IT SYSTEM IS LIMITED TO THE FOLLOWING FENCING APPLICATIONS WITHOUT CONSIDERATION OF WIND LOAD: -8-FOOT HIGH AND UNDER CHAIN LINK FENCES -6-FOOT HIGH AND UNDER WOOD FENCE WITH GAPS BETWEEN BOARDS -6-FOOT HIGH AND UNDER BALUSTRADED PVC, STEEL, ALUMINUM OR WROUGHT IRON FENCES. FOR OTHER FENCING SYSTEMS SPECIFICALLY NOT MEETING THESE CRITERIA, CONTACT STRATA SYSTEMS INC., TO DETERMINE SUITABILITY. 1 (800) 680-7750 OR EMAIL STRATA@GEOGRID.COM ~□I~ I I I I I I h'----,--/--_ L - - I fSHml CITY OF CARLSBAD I SHEETS I 1----1----+---------------------1----+----+----1L_J ENGINEERING DEPARTMENT 1----+-----l-----------------+---+-----II------II------I ALLAN BLOCK RETAINING WALL PLANS FOR: GR2023-0042 APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 26 DA 1E DA 1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OlHER APPROVAL CITY APPROVAL DWN BY: CHKD BY: __ _ RVWD BY: PROJECT NO. DRAWING NO. CUP2021 -001 4 546-1 A Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025 10' 10' 0 75 150 300 SCALE: 1" = 150' S E LEGEND WATERSHED BOUNDARY BMP BASIN SIGNAGE 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. BMP NOTES: PARTY RESPONSIBLE FOR MAINTENANCE: NAME ADDRESS PHONE NO. CONTACT 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 CONSTRUCTEDAND OPERATING IN COMPLIANCE WITH THE APPLICABLEREQUIREMENTS. PRIOR TO OCCUPANCY THE EOW MUST PROVIDE: 1. PHOTOGRAPHS OF THE INSTALLATION OF PERMANENT BMPSPRIOR TO CONSTRUCTION, DURING CONSTRUCTION, ANDAT FINAL INSTALLATION.2. A WET STAMPED LETTER VERIFYING THAT PERMANENT BMPSARE CONSTRUCTED AND OPERATING PER THE REQUIREMENTSOF THE APPROVED PLANS.3. PHOTOGRAPHS TO VERIFY THAT PERMANENT WATERQUALITY TREATMENT SIGNAGE HAS BEEN INSTALLED. PRIOR TO RELEASE OF SECURITIES, THE DEVELOPER IS RESPONSIBLEFOR ENSURING THE PERMANENT BMPS HAVE NOT BEEN REMOVEDOR MODIFIED BY THE NEW HOMEOWNER OR HOA WITHOUT THEAPPROVAL OF THE CITY ENGINEER. A 1 2 BC D E F G H L I J K 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 TYP. 2 TYP. 2 TYP. 2 TYP. CATCH BASIN STENCILING BIOFILTRATION AREA WITH UNDERDRAINCITY OF CARLSBAD PARKS & RECREATION DEPARTMENT 799 PINE AVE. SUITE 200 CARLSBAD, CA 92008 442-339-2826 T.B.D. BROOKS PRODUCTS 3636CATCH BASIN AND GRATE 3' 3:1 SL O P E MAX.- SEE P L A N 6" PERFORATED PVC PIPE @ 0% SLOPE5-FEET O.C.- PLACE PERFORATIONS DOWN PO N D I N G D E P T H - E VARIES - SEE PLAN FOR SHAPE 18" DEPTH 3/4" CLEANCRUSHED ROCK- ANGULAR 24" MIN. DEPTH OF ENGINEEREDSOIL 3" SO I L S M E D I A DE P T H - A (1 8 " M I N . ) GR A V E L D E P T H - B 3" STANDARD SHREDDED AGEDHARDWOOD MULCH 3" SURFACEELEV. PERPLAN PER PLAN BOT. ROCK ELEV. PER PLAN IMPERMEABLE LINER IMPERMEABLE LINER- 30 MIL (MIN.) ALLAN BLOCKWALL WHERESHOWN ON PLAN 12 " F R E E B O A R D 4" DEPTH CLEAN WASHEDPEA GRAVEL EXCAVATED SLOPE1:1 MAX. FLOW CONTROL OUTLET FORHYDROMODIFICATION - C SEE DETAIL AND TABLE ONSHEET C-0.08 FORHYDROMODIFICATIONOUTLETS FOR BASINS BC, E,F, AND H RI S E R D E P T H - D SU R F A C E D E P T H - F FILTER FABRIC MARAFI 140 N ORAPPROVED EQUAL ABOVE GRAVEL SUBDRAINPER PLAN COMPACTED SUBGRADE PER SOILSENGINEER RECOMMENDATION 2' 2' 1' LINERTERMINATIONON SLOPE BMP TABLE BMP ID BMP TYPE SYMBOL CASQA NO. QUANTITY DRAWING NO.SHEET NO.(S)INSPECTIONFREQUENCY MAINTENANCEFREQUENCY HYDROMODIFICATION AND TREATMENT CONTROL A-L BIOFILTRATION BF-1 12 EA DWG. 546-1A C-1.01-C-1.20 SEMI-ANNUALLY ANNUALLY LOW IMPACT (L.I.D.) BMPs 1 PERVIOUS PAVEMENTOR D.G.TC-10 191,680 SF DWG. 546-1A C-1.01-C-1.20 SEMI-ANNUALLY ANNUALLY SOURCE CONTROL 2 STENCILS NO DUMPING -DRAINS TOWATERWAYS SD-13 4 EA DWG. 546-1A C-1.03, C-1.08,C-1.15 SEMI-ANNUALLY AS NEEDED ORAT MINIMUMEVERY 5 YEARS LANDSCAPE AMENDED AREA 3 AMENDED SOIL N/A 23.3 ACRES DWG. 546-1A C-1.01-C-1.20 SEMI-ANNUALLY AS-NEEDED 3 3 3 333 WHITMANWAY CAN N O N R D . TOLKIEN WAY FA R A D A Y A V E . NOTE TO CONTRACTOR: THE ENGINEER OF RECORD (civTEC) WILL NEED TO VERIFY THAT THE BMPS HAVE BEENCONSTRUCTED AND ARE OPERATING PER PLANS - SEE SHEET 60. CONTRACTOR SHALL TAKEPHOTOGRAPHS OF THE INSTALLATION PRIOR TO CONSTRUCTION, DURING CONSTRUCTION,AND AT FINAL INSTALLATION, ALONG VERIFICATION OF OPERATION AND PERMANENTSIGNAGE AND PROVIDE TO THE ENGINEER OF RECORD (civTEC). AREAS TO BE RE-TILLED AND AMENDED TO MEET THE CRITERIA OF THE FACTSHEET, SD-F, WITHIN APPENDIX E OF THE CITY OF CARLSBAD BMP MANUAL NOTE TO CONTRACTOR:FINE GRADING NOTE:ALL LANDSCAPED AREAS (BOTH SLOPED AND NON-SLOPED AREAS),INCLUDING THOSE AREAS TO BE HYDROSEEDED, SHALL RECEIVE AMINIMUM 6” LAYER OF AMENDED SOIL TO PRODUCE FINAL FINISHGRADE REQUIREMENT. PROPOSED LANDSCAPE AREAS INCLUDINGAREAS TO BE GRADED OR THAT HAVE BEEN DISTURBED BYCONSTRUCTION THAT ARE THE BE PLANTED AS SHOWN ON THEDRAWINGS REQUIRE AMENDED SOIL ACROSS THE ENTIRE PLANTINGAREA. SUB-GRADE SHALL BE CROSS-RIPPED OR CULTIVATED TO ADEPTH OF 10” UNTIL THE ENTIRE 10” DEPTH IS LOOSE AND FRIABLE.PLACE THREE INCHES OF AMENDED SOIL UNIFORMLY OVERSUB-GRADE AND THOROUGHLY CULTIVATE BEFORE PLACINGREMAINING TOPSOIL. PLACE SOIL AND BRING TO A SMOOTH, EVENGRADE. SEE SOIL SPECIFICATION SECTION FOR REQUIREMENTS. CIVILENGINEERINGCONSULTING 999 CORPORATE DR., SUITE 100LADERA RANCH, CA 92694p: 949.463.8822e: tec@civtec.net September 9, 2025 VETERANS MEMORIAL PARKFARADAY AVE./WHITMAN WAYSINGLE SHEET BMP EXHIBIT 60 SHEET SSBMP-1 3 3 3 3 3 3 3 3 3 JN NF I I I ---- 0 I I I I I I I I -- V f f 0 l)l~J.\INS TC) C)CEJ.\N ~ 0 ~:········:1 ++++++++ +++++++++ ++++++++ +++++++++ -------------0 0 -=:-:-.-:=:=:-:::=:•,•===·····*=::; l i•:!:f•,❖ .. ❖:::::••:::::-·•··:ii ::-:::•:::-:::•:;:•:::•:::❖:•:;:❖ DAlE INITIAL ENGINEER OF WORK REVISION DESCRIPTION All BMP _signage shall be installed for each strumual B11P basin (INF-1, IN F-2, PR-1, and BF-1). S1gna~e size shall be no smaller than 18" by 12" Qandscape orientation), conshucted of durable materials, permanently mounted and in a visible location. PERMANENT WATER QUALITY TREATMENT FACILITY KEEPING OUR WATERWAYS CLEAN MAINTAIN WITH CARE -NO MOD/FICA TJONS WITHOUT AGENCY APPROVAL I SHEET I CITY OF CARLSBAD ENGINEERING DEPARTMENT GRADING PLANS FOR: GR2023-0042 APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 26 DATE DAlE INITIAL DAlE INITIAL OlHER APPROVAL CITY APPROVAL OWN BY: CHKD BY: RVWD BY: PROJECT NO. CUP2021-0014 DRAWING NO. 546-1A Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025 JN NF I I PLAN VIEW SCALE: 11211 = 1•-011 WALL El I' " EQ - - -- -,,_,_,,, _J X 'IL 1 r: IY fl' 0-' "' z ,_' 1w "' :r fl' C <l) N w ii' ---~ ~ ,_ :r >;) "' w "' :r ---- - - 11 11 1 11 1 11 1 111 111 111 11 --- --- WALL C - \l "' 48" O.C. (MAX.) 1211 c~~IE:=====::==~ ~¼ - ~======~ f-----------< E::=======i c-I--------, LL:::==~ ~=====1 t----------< _j_ ~ I i' II I I I I I~ ~"-=-'=-=~=-=-:--=--=--'=-=t-= ~I I i' II I I i' ~~1------L----~~ 111 I ,-,____,_~~,-c_______,--~r ~"--------r-H 11 II~ !.J r---<l :t=:::::I+ =t ~ !t =tH F -=n .:: =t" ~ e--~P:::,s~~=-=i±~=~-==...i::-::::;-; ~ ~ t:== t:1 =f:: -,r--, " 7 i I . ~ _J _: 1-' L ~ ---=1: J _J-_LJ ...... -- -- 4 I f---11 1==11 1-1 I 1-1 I 1-1 I 1-1 I 1-1 I 1-1 I ,_ o I . 4 --,I -L 1 _ ___,,."~ ~ _...-"== :::==111=1 I I I I 11 1=11 1-,,,_ 5ECTION E -UJALL El SCALE: 112 11 = 1'-(2)" 12" LEGEND, 0 3" TI--IICK POURED-IN-PLACE CONCRETE CAP WITH SMOOTH TROWEL FINISI-I. 0 CPEATIYE MINE& CRAFT FOOTI-IILL RUBBLE STONE VENEER, COLOR TO BE 'TOA&TEC>', ADI-IERE WITI-I MORT AR @ 8"x8"xl6 " FRECAST PRECISION BLOCK, SOLID GROUT. G) CONTINUOUS KEYED CONCRETE RAMP WALL FOOTING. ® CONTINUOUS CONCRETE RAMP WALL FOOTING. @ ~" D IA. <I¼" OD) MET AL HANDRAIL I-IANDRAIL RETURNS TO EXTEND 12" BEYOND EDGE OF TOP 4 BOTTOM OF RAMP. TO EMBED POST, &lJRROUND POST WITH SLEEvE TO A DEFTI-I OF 12" BELOW TOP OF 0-IEEK WALL SLOPE TO DRAIN AT POST SASE. (j) ~" D IA. <I¼" OD) MET AL HANDRAIL I-IANDRAIL RETURNS TO EXTEND 12" BEYOND EDGE OF TOP 4 BOTTOM OF RAMP. WELD TO HANDRAIL &lJFFORT BRACKET CONTINUOUS. @ '5 vERTICAL REBAR ANCI-IOR SPACING TO BE 24" OC. WI-IEN WALL I-IEIGHT IS 4' AND UNDER WI-IERE WALL HEIGi-iT IS OYER 4', AT SPACE REBAR AT 16 " O.C. ® '5 REBAR ANCI-IOR AT 16" O.C. AT TOP OF CONCRETE FOOTING, ALONG LENGTI-I OF FOOTING. @ '5 I-IORIZONTAL REBAR AT 16 " O.C. AT TOP 4 BOTTOM OF CONCRETE FOOTING, SOTI-I WAYS. ® •4 I-IORIZONTAL REBAR DOWEL AT 32" O.C. 8 LlQ_ @ •4 I-IORIZONTAL REBAR AT 18" OC., BOTH WAYS. @ RETAINING WALL B ® RETAINING WALL C ® '5 I-IORIZONTAL REBAR AT 24" OC. ft:;:'.\ '5 REBAR ANCI-IOR AT 24" O.C. AT TOP OF CONCRETE FOOTING,, \!!:;:I ALONG THE LENGTI-I OF FOOTING. @ THREE (3) '5 I-IORIZONTAL REBAR AT TOP AND BOTTOM OF CONCRETE FOOTING, CONTINUOUS. ® TWO (2) '5 I-IORIZONTAL REBAR AT TOP AND BOTTOM OF CONCRETE FOOTING, CONTINUOUS. ® COMPACTED, MOISTURE -CONDITIONED SUBGRADE FER GEOTECI-INICAL REPORT. @ 6 " THICK FINISI-IED CONCRETE SLAB RAMP &lJRFACE FER WALL C 11=1=111 = = 'i,.~~~~'i---1,' 111 111 111= = =111 111 ~rr-1. -4 GRADING FLANS. ® FINISHED GRADE IN LANDSCAPE AREA FER GRADING, FLANS. @ FINISHED PLAZA SURFACE FER GRADING FLANS. WALL C 1'-6" i. TYF i. r > "' 1 "' SECTION D SCALE: 1/2 11 • l'-!Z>11 RAMP 5ECTION 6 AND SECTION C SCALE: 11211 = l'-€'11 "DECLARATION OF RESPONSIBLE C!-IAEsC,E" I !-IEREB, DECLARE T!-IAT I AM T!-IE STRUCTURAL ENG INEER OF WORK FOR T!-IIS PROJECT, T!-IAT I !-!AVE EXERCISED RESPONSIBLE C!-IARGE OVER T!-IE DESIGN OF T!-I IS PROJECT AS DEFINED IN SECTION 6103 OF T!-IE BUSINESS AND PROFESSIONS CODE AND T!-IAT T!-IE DESIGN IS CONSISTENT WIT!-! CURRENT ST AND ARDS. I UNDERSTAND T!-IAT Tl-IE C!-IECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY Tl-IE CITY OF CARLSBAD AND SAN D IEGO COUNT, DEPARTMENT OF !-!EAL T!-1 SERVICES IS CONF INED TO A REVIEW ONLY AND DOES NOT REL IEVE ME, AS T!-IE STRUCTURAL ENGINEER OF WORK, OF M, RESPONSIB ILITIES FOR PROJECT DESIGN. ~/16/202& SIGNATURE DATE JAMES LASCOLA REG ISTRATION NO, 3 14~ (EXP. 12 /31/202&) 3" CLR '3'-10 " SECTION A SCALE: 112" = 1'-011 NOTES, @ CON'rRAC10R S~ALL 5UBHl1 SCALED 5~01" DRAWIN<,,5 FOR OlLNER'S AUTHORIZED REPRESENTATIVE'S REVIEW AND AFFROYAL PRIOR TO FABRICATION. SEE &FECIFICATIONS. ® l-4E IGI-IT OF J.4ANDRAIL FROM FINl&l-4 &URFACE OF RAMP TO TOP OF HANDRAIL TO BE 36". © HANDRAILS TO BE LOCATED ON BOTH SIDES OF Tl-IE RAMP. @ WELD INC:i, BEVEL ALL MEM6ER5 PRIOR TO WELDINC:s. WELD 4 6RIND FLU&l-4. ALL WELDS SI-IALL BE CONTINUOUS AND GROUND SMOOTH. ® VERIFY FIELD CONDITIONS PRIOR TO RAIL FABRICATION. ® ALL METAL RAIL INC:sS AND POSTS &HALL BE STAINLE55 STEEL. SUBMIT SAMPLE POST AND RAIL FABRICATION TO &HOW WELDS AND FIN1&14. SEE SPECIFICATIONS. @ HANDRAIL CONSTRUCTION 51-!ALL SUPPORT LOAD OF 3i:?.>12> LBS. AT ANY POINT IN ANY DIRECTION WITI-IOUT DEFLECTION. @ ALL REBAR TO BE 3" CLR FROM ALL EDGES. 0 CONTRACTOR TO SUBMIT SAMPLES OF ALL MATERIALS FOR APPROVAL BY C ITY PRIOR TO ANY INSTALLATION OR FORMWORK.. Q) APPROVED SAMPLES WILL BE USED AS A REFERENCE SAMPLE FOR ALL WORK INSTALLED. -"' "' THIS PLAN HAS BEEN REVIEWED BY SOUTHERN CALIFORNIA GEOTECHNICAL, INC. FOR CONFORMANCE WITH APPLICABLE GEOTEHNICAL REPORTS FOR THE PROJECT S ITE. REVIEW WAS LIMITED '??,OFESsJo,i, .. " TO GEOTECHNICAL ASPECTS OF THE PLAN ~O~'I K. M1f'1<~~ ONLY_ WE MAKE NO REPRESENTATION A t /f0 C'~\~ TO THE ACCURACY OF DIMENSIONS gr., Na_ 2364 ~ ~ MEASU REMENTS, C LCULATIONS, OR AN .:0 PORTION OF THE SIGN • Q 't:...., ♦ _.~~i,~:-_-__'l_~"'"'_""'~::"""'~~r"/ ~ 0 -,tcHtll-' ft-~~ REVIEWED BY: ~DFcAl.\fO DATE4i3/2025 ELEVATION F -WALL C SCALE: 112 11 = l'-(2)11 ~ ~" D IA. <I¼" OD) STAINLESS STEEL HANDRAIL SUPPORT, UJELD TO ~ HANDRAIL CONTINUOUS. G SUBDRAIN FER CIVIL FLANS, TYF. @ 2" D IA. STANDARD F.C. POST WITH CAP AT 4 ' ~.C. (MAX). EMBED FOST 12 11 DEEP <MIN) INTO WALL, SECURE WITl-t EPOXY. @ ½" VINYL COATED STAINLESS STEEL SFUN AIRCRAFT CABLE SECURED TO POST. @ CONTINUOUS MIRADRI 86~ WATERPROOF MEMBRANE OR APPROVED EQUAL, INSTALLED ALONG: ALL BLOCK UNITS BELOW FINISHED GRADE OR WI-IERE BLOCK COMES INTO CONT ACT WITI-I SOILS. INST ALL TO FINISH GRADE FER MANUFACTURER SPECIFICATIONS. ~ CITY OF CARLSBAD ~ t----,---+----------------+---+---+---e----1 ~L.21J~~1~~:=.:~E~N~Gl~N:::EE:::R:::IN:::G:::::::D:::EP:::A:::R:::TM:::E:::N:::T==:..'.L.§J_J==1~ GRADING PLANS FOR: 1 DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL VETERANS MEMORIAL PARK FARADAY AVE./WHITMAN WAY GR2O23-OO42 APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 26 OWN BY: PROJECT NO. CHKD BY: __ _ RVWD BY: CUP2021-0014 DATE DRAWING NO. 546-1A Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025