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Home My WebLink AboutDWG 538-3A; AMEND 2019-0004; CHICK-FIL-A; 01-14REVIEWED BY: DATEINSPECTOR DATE "AS BUILT" RCE EXP. ENGINEERING DEPARTMENT 9-7-2023 Geotechnical Engineering Exploration and Analysis Report dated 11/16/2021,date revised 11/23/2022 GE 3135 8/29/2023 12/31/2023 John L. Maier November 16 21 November 23 22 8/29/2023 NF GRADING NOTES (IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL CODE.} 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE. RESOLUTION OF CONDITIONAL APPROVAL. CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF- WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE. A CERT/FICA TE OF INSURANCE AS WE"LL AS ADDITIONAL INSURED ENDORSEMENT MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRANCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HA VE A RA TING OF "A-" OR BETTER ANO A SIZE CATEGORY OF CLASS VII OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DA TE OF THE IMPROVEMENT AGREEMENT. 7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET. 9. ORIGINAL ORA WINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 10. THE ORIGINAL ORA WING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL 8£ MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (BJ LABORATORY WORK SHEETS AND {CJ COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS. 13. A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION REGARDING ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL 8£ CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND THE " EARTHWORK SPECIF/CATIONS • ATTACHED TO THE PRELIMINARY SOILS INVEST/GA TION. DAILY FIELD COMPACTION REPORTS WILL 8£ SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRFCQNSTRUCTION MEETING SHAii BF HFLD PRIOR TO THF BFGINNING OF WORK AND SHALL BF ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION. INSPECTION. SUPERVISION. TESTING AND ALL OTHER ASPECTS OF THE WQHK THE CONTRACTOR WILL 8£ CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DA TE AND TIME FOR THE PRECONSTRUCTION MEETING. APPROVED DRAWINGS MUST 8£ AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 15. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL 8£ MADE BY CAIi /NG THf FNGINFFRING 24-HOIIR INSPECTION REOIIFST /INF A T (760/ 438-3891 INSPECTION REQUEST MUST BE RECEIVED PRIOR TO 2·00 PM ON THE WORKING DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL 8£ MADE THE NEXT WORK DAY UNLESS YOU Rf QUEST OTHERWISE. REQUESTS MADE AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL 8£ SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STA TE AND FEDERAL SAFETY AND HEAL TH STANDARDS, LAWS AND REGULATIONS. 17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBM!mNG A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO 8£ MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST 8£ PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8 CALIFORNIA ADMINISTRA nvt CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THF INSPECTOR PRIOR TO EXCAVATION. 18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING PERMIT WE"LL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, AND THE PERM/TT££ WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERM/TT££ HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL 8£ LIMITED TO THE PERIOD BETWE"EN 7:00 A.M. AND 6: 00 P.M. EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WE"EKENOS OR HOLIDA Y5. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.} 21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY INSPECTOR FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL 8£ RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THF HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THF GRADING OPERATION. 22. IMPORT MATERIAL SHALL 8£ OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENG/NfER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO 8£ GRADED. NO TREES ARE TO 8£ REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN. 24. ALL AREAS SHALL 8£ GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HA VE A MINIMUM ONE PERCENT SLOPE. 25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SWPPP AND/OR SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL 8£ AS SHOWN AND AS APPROVED BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 26. ALL SLOPES SHALL 8£ TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL 8£ REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. 27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN (10} DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO. GPA 2019-001, AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND /RR/GA TION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. JO. WHERE AN EXISTING PIPE LINE IS TO Bf ABANDONED AS A RESULT OF THE GRADING OPERATION, IT SHALL Bf REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL 8£ PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 31. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE sumctENTL y AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 33. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (800)422-4133 SDG&E (800)411-7343 AT&T (800)892-0123 TIME WARNER CABLE (760)438-7741 COX COMMUNICATIONS (619)262-1122 CITY OF CARLSBAD{STREETS & STORM DRAIN} (760)434-2980 'CITY OF CARLSBAD(SEWE"R, WATER & RECLAIMED WATER) (760)438-2722 'SAN 0/EGU/TO WATER DISTRICT (760)633-2650 'LEUCADIA WASTEWATER DISTRICT (760)753-0155 'VALLECITOS WATER DISTRICT (760)744-0460 *OLIVENHAIN WATER DISTRICT (760)753-6466 'BUENA SANITATION DISTRICT (760)726-1340 x/330 *AS APPROPRIATE 34. PERMIT COMPLIANCE REQUIREMENTS: A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND CONTROL THE WORK IN PROGRESS {15.16.120 A.8/ CARLSBAD MUNICIPAL CODE. 8. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLOWING REPORTS MUST 8£ SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR {15.16.120 A.10/ CARLSBAD MUNICIPAL CODE.· (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND /RR/GA TION ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT}. (2) AS-BUILT GRADING PLAN. (J) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF FIELD AND LABORATORY TESTS AND PLOTTED TEST POINTS THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENDATIONS OU TL/NED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. (4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. 35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY 8£ REQUIRED TO 8£ RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL 8£ REQUIRED FOR ANY SUCH RECHECK. 36. IN ACCORDANCE WITH THE CITY STORM WATER STANDARDS. ALL STORM DRAIN INLETS CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT WASTEWATER DISCHARGE DOWNSTREAM. STENCILS SHALL 8£ ADDED TO THE SATISFACTION OF THE CITY ENGINEER. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VE 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 ORA WINGS AND SPECIF/CATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: JOSEPH C. TRUXA W & ASSOC/A TES. INC. ADDRESS: 1915 W ORANGEWOOD Al-£. SUITE 101 CITY, STA TE: OR ANGE. CA TELEPHONE: (714) 935-0265 ~ BY.· ------R~A~N=D~Y~J.-0.,,:E:a:;;,EER;.,4_,.L __ _ R. C.E. NO.: 1nn77 REGISTRATION EXP/RATION DA TE: 09-30-2023 DATE: ------- SOILS ENGINEER'S CERTIFICATE I, ------------------, A REGISTERED (CIVIL/ GEO TECHNICAL) ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN !HE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWE"EN THE DA TES OF ________ , 20c-=-=----=--. AND ~-=-,,.,..,...-=-=---==-=,.,...-,• 20 __ . TWO COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. SIGNED: G.E./P.E. NO.: I I I DATE: LICENSE EXP/RATION DA TE: OWNER'S CERTIFICATE I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THIS SITE. IF THIS PROJECT/DEVELOPMENT IS SUBJECT TO A STATE-REGULATED SWPPP, I ALSO AGREE A QUALIFIED SWPPP PRACTITIONER (QSP} HAS BEEN OR WILL BE RETAINED TO SUPERVISE IMPLEMENTATION OF THE SWPPP IN ACCORDANCE WITH THE CALIFORNIA CONSTRUCTION ORDER AND MUNICIPAL PERMIT, LA TEST VERSION. ~~- WILLIAM M. GROSSE DATE LEGEND VICINITY MAP WORK TO BE DONE DESCRIPTION DWG.NO. SYMBOL QUANTITY THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS, AS-BUil T GEOLOGIC MAPS AND REPORT.s, ALL AS SHOWN OR REQUIRED ON THIS SET PROPOSED 6' CURB REGIONAL STANDARD G-01 **' PROPOSED 6' CURB & GUffiR REGIONAL STANDARD G-01 '" PROPOSED V-GUffiR REGIONAL STANDARD G-12 '" PROPOSED GRADED SWALE ---------- PAVING 3" AC/5' AB (PARKING STALLS) PAVING 3" AC/8' AB (ACCESS AISLES) PAVING 7.5" PCC/ 4" AB PROPOSED CONCRETE ~DEWALK PROPOSED 36" x 36" CATCH BASIN 111TH FILTER INSERT PROPOSED 24" x 48" CATCH BASIN 111TH FILTER INSERT PROPOSED 4-INCH SDR-35 PVC STORM DRAIN PROPOSED 6-INCH SDR-35 PVC STORM DRAIN PROPOSED 12-INCH SDR-35 PVC STORM DRAIN PROPOSED 18-INCH RCP STORM DRAIN PROPOSED 4-INCH PERFORATED SDR-35 PVC STORM DRAIN PROPOSED 6-INCH PERFORATED SDR-35 PVC STORM DRAIN PROPOSED STORM CAPTURE VAULT SEE DETAILS ON ~EETS 11 & 12 PROPOSED TRUNCATED DOMES EXISTING CURB REGIONAL STANDARD G-30 EXISTING CURB & GUffiR EXISTING V-GUffiR EXISTING CABLE TV LJNE EXISTING ELECTRICAL LJNE EXISTING GAS LINE EXISTING RECLAIMED WATER LJNE EXISTING SEWER LJNE EXISTING STORM DRAIN LINE EXISTING TELEPHONE LINE EXISTING WATER LJNE PROPOSED RIDGE LJNE EXISTING CONTOUR PROPOSED CONTOUR EXISTING FlRE HYDRANT EXISTING WATER METER EXISTING WATER VALVE EXISTING PULL BOX EXISTING SEWER MANHOLE EXISTING STORM DRAIN MANHOLE EXISTING CATCH BASIN EXISTING SIGN EXISTING USA DIGALERT MARKINGS PROPOSED SIGN EXISTING STREET LJGHT PROPOSED SITE LJGHT EXISTING TREE PROPOSED SAWCUT LINE PROPOSED SAWCUT LINE AND GRIND & OVERLAY TRANSITION LJMITS PROPOSED RIP-RAP PROPOSED BIOFlLTRATION BASINS SEE DETAIL ON SHEET 11 EROSION CONTROL NOTES -------- -------- -.· _,. ,. : I . ' . . I -. . . ·, :. . _. -. . ., I • . • . . l ·• . . . . . •.. . ... , ------------ -------- --CATV----- ----t<~·W--- ---s.--- ---SD------T------w--- ---R--- --(427.0)-- -....,1 421.0 1- .0.. 11M □ w ® PB □ ® ® !11 ~ * ~ o--a 0-0 ·<;::>)~ :~t=~::---~ ---t 681 LF 549 LF 568 SF 6,707 SF 12,680 SF 580 SF 3,650 SF 2 EA 1 EA 30 LF 100 LF 57 LF 44 LF 1 LS 57 SF 1,187 SF SEE SHEET 4 (DEMOLITION PLAN} FOR CITY OF CARLSBAD EROSION CONTROL NOTES MITIGATION MEASURES SEE SHEET 4 (DEMOLITION PLAN} FOR CITY OF CARLSBAD MIT/GA TION MEASURES. SHARED PROJECT DRIVEWAY WORKING HOURS PER CONDITION 43 OF THE CONDITIONS OF APPROVAL, CONSTRUCTION HOURS OF THE SHARED DRIVEWAY CAN OCCUR BETWEEN THE HOURS OF 2: 30AM AND 9:00AM FOR A SHORT DURATION OF 1 TO 2 WEEKS WITH APPROVAL FROM THE CITY'S CONSTRUCTION MANAGEMENT INSPECTION DIVISION. SOURCE OF TOPOGRAPHY SITE PACIFIC OCEAN INDEX OF SHEETS CITY OF ENCINITAS 1. -TITLE SHEET 2. -BOUNDARY 3. -EXISTING CONDITIONS 4. -DEMOLITION PLANS 5. -HORIZONTAL CONTROL PLAN 6. -SITE CONSTRUCTION NOTES 7. -SITE SIGN CONSTRUCTION NOTES 8. -GRADING PLAN 9. -SITE DETAIL 1 10. -SITE DETAIL 2 11. -SITE DETAIL 3 12. -SITE DETAIL 4 13. -SINGLE SHEET BMP SITE PLAN 14. -STORM DRAIN PROFILES NOT TO SCALE CITY OF VISTA ..._--- ALL STANDARD DRAWINGS ARE SAN DIEGO REGIONAL STANDARD DRAWINGS (SDRSD} & PER GEOTECHNICAL RECOMMENDATIONS IN REPORT DATED 11/16/2021 & REVISED 11/23/2022 BY GILES ENGINEERING ASSOCIATES. TO 8£ VERIFIED IN THE FIELD WITH THE R-VAALUE TEST. UNLESS NOTED OTHERWISE.· • CITY OF CARLSBAD STANDARD " CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWING ,., SDRSD AS MODIFIED BY CITY OF CARLSBAD LEGAL DESCRIPTION REAL PROPERTY IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA, DESCRIBED AS FOLLOWS: PARCEL 1 AND 2 OF PARCEL MAP NO. 13955, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA, ACCORDING TO MAP FILED IN THE OFFICE OF COUNTY RECORDER OF SAN DIEGO COUNTY ON SEPTEMBER 16, 1985 AS INSTRUMENT NO. 85-340585 OF OFFICIAL RECORDS. PARCEL D OF PARCEL MAP NO. 16972, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA, ACCORDING TO MAP FILED IN THE OFFICE OF COUNTY RECORDER OF SAN DIEGO COUNTY ON OCTOBER 7, 1992 AS INSTRUMENT NO. 92-639420 OF OFFICIAL RECORDS. APN: 210-170-08-00 (AFFECTS PARCEL 1) AND 210-170-09-00 (AFFECTS PARCEL 2) 210-170-23-00 (AFFECTS PARCEL D) PROJECT ADDRESS 5850 A VEN/DA ENCINAS OF PLANS AND THE CITY STANDARDS, SPECIF/CATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON THESE PLANS. THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS. CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEERING STANDARDS 3. THIS SET OF PLANS 4. RESOLUTION NO. 7433, 7434, & 7435 DA TED: DECEMBER 1. 2021 5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK}. 6. SOILS REPORT AND RECOMMENDATIONS BY GILES ENGINEERING ASSOC/A TES, INC. DA TED: NOVEMBER 16. 2021, REVISED NOVEMBER 23, 2022. ADDITIONAL LETTERS BY GILES ENGINEERING ASSOC/A TES, INC. DA TED: MARCH 27, 2020 & JUNE 16, 2022 7. THE SAN DIEGO REGIONAL STANDARD ORA WINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DATED N/A ~~--------- 9. ENVIRONMENTAL APPROVAL DOCUMENTS DA TED: 02/22/2022 10. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY INCOMPLI, INC. DATED 12-19-2022 WD/0 NO. 9 37C401329 11. STORM WATER MANAGEMENT PLAN PREPARED BY JOSEPH C. TRUXAW & ASSOCIATES, INC. DATED 9-9-22 12. CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCTION HANDBOOK AND CAL TRANS CONSTRUCTION SITE BMP MANUAL. ABANDONMENT NOTES PART/ALLY COMPLETED PROJECTS SEEKING TO INDEFINITELY STOP WORK AND CLOSE THE GRADING PERMIT MUST IMPLEMENT APPROPRIATE ACCESS RESTRICTION AND EROSION AND SEDIMENT CONTROL MEASURES TO THE SATISFACTION OF THE CITY, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: 1) PERMANENTLY STABILIZE ALL SLOPES (>5%) -70% COVER WITH WELL-ESTABLISHED, SUSTAINABLE, NON-WEED VEGETATION {SEE CITY LANDSCAPE MANUAL FOR GUIDELINES) IS CONSIDERED ADEQUA TE. 2) PERMANENTLY STABILIZE FLAT AREAS {S:5%) -70% COVER WITH WELL-ESTABLISHED, SUSTAINABLE, NON-WEED VEGETATION (SEE CITY LANDSCAPE MANUAL FOR GUIDELINES) OR 2 INCHES (MINIMUM} OF PERMEABLE COVER (E.G., GRAVEL} IS CONSIDERED ADEQUATE. 3) RESTRICT ACCESS TO SITE -COORDINATE WITH CITY STAFF TO DETERMINE APPROPRIATE FENCING TYPE. 4} S/GNAGE ALONG FRONTAGE ROAD(S} POSTING THAT DUMPING, LITTERING, AND TRESPASS/NG ARE PROHIBITED. 5} TRESPASS ENFORCEMENT AUTHORIZATION LETTER MUST BE SENT FROM THE OWl>JER TO THE CITY OF CARLSBAD POLICE DEPARTMENT. 6) NOTARIZE AND RECORD AGAINST THE PROPERTY AN AGREEMENT STATING THAT OWNER IS RESPONSIBLE FOR MAINTAINING FENCING AND S/GNAGE. ADHERING TO THE FIRE PREVENTION ORD/NATION, KEEPING THE SITE FREE FROM LITTER ACCUMULATION AND VEGETATION GROWTH, AND REMOVING ANY ILLEGALLY DUMPED MATERIALS AT THE SITE UNTIL THE PROPERTY IS DEVELOPED IN THE FUTURE. r PLAN PREPARED BY: JOSEPH C. TRUXAW AND ASSOCIATES, INC. Civil Engineers & Land Surveyors 1915 W. ORANGEWOOD AVENUE, SUITE 101 ORANGE, CA 92868 PHONE: {714) 935-0265 TRUXAW.CO~ POST-CONSTRUCTION BMP TABLE CARLSBAD. CA STORMWA TER REQUIREMENTS THAT APPLY: EXEMPT FROM TRASH CAPTURE? EXEMPT FROM DEVELOPER NAME: __ C_H_IC_K_-_F_IL-_A ____ _ ADDRESS: 5200 BUFFINGTON ROAD ATLANTA, GEORGIA 30349 TELEPHONE NO.: (951) 970-9138 REFERENCE DRAWINGS PROJECT PE 2.84.68 ......... DWG 247 PROJECT PE 2.92.013 ........ DWG 328.71 PROJECT PD 378................ DWG 314-8 PROJECT PWS 13-40UTIL ... DWG 467-7 EARTHWORK QUANTITIES CUT: 2,045 CY FILL: 62 CY IMPORT: 0 CY EXPORT: 1,983 CY REMEDIAL: O CY BENCH MARK □ STANDARD STORMWATER REQUIREMENTS C8J PRIORITY PROJECT REQUIREMENTS TYPE DESCRIPTION OWNERSHIP PROPERTY BF-1 BIOFILTRATION BASIN OWNER BF-1 HYDROMODIFICATION PROPERTY VAULT OWNER TOTAL DISTURBED AREA = 47,647 SF □ YES C8J NO MAINTENANCE AGREEMENT CFA MAINTAINED CFA MAINTAINED H YDROMODIFICA TfON? □ YES C8J NO SHEET NO. 6, 11 6, 11 MAINTENANCE FREQUENCY AS RECOMMENDED BMP FACT SHEET BF-1 IN APPENDIX E OF THE SAN DIEGO COUNTY BMP DESIGN MANUAL TllICE PER YEAR, AS REQUIRED. (THIS AREA INCLUDES BUT IS NOT LIMITED TO OFF- S/TE WORK INCLUDING PUBLIC IMPROVEMENTS AND TEMPORARY DISTURBANCE SUCH AS VEHICLE AND EQUIPMENT STAGING AREAS, CONSTRUCTION WORKER DESCRIPTION: 2.5" DISK IN THE EAST END OF A DRAINAGE BOX INLET ON THE SOUTH SIDE OF FOOT TRAFFIC, SOIL/GRAVEL PILES, UTILITY TRENCHES, PALOMAR AIRPORT ROAD 61 FT. WEST OF THE BEGINNING OF THE BRIDGE OVER BACKFILL CUTS, AND SLOPE KEYWA YS) _IN~T=ER~S~TA~T=E~5_A~N~D~2~F~T_. ~SO~U~T~H~O_F~C~UR~B~·-----------TOTAL REPLACED IMPERVIOUS AREA = 26,444 SF LOCATION: CITY OF CARLSBAD BENCHMARK NO. CLSB-138, PT. NO. 38 TOTAL PROPOSED IMPERVIOUS AREA _ 7,954 SF RECORDED: CITY SURVEY CONTROL NETWORK & RECORD OF SURVEY NO. 17271. ELEVATION: 74.150 FEET DATUM:__,N=G~\/0~2=9>-------- 1--t--+-----------+--+---+--+-----ILLII CITY OF CARLSBAD I~ GRADING PLANS FOR: CHICK-FIL-A #4306 TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY CONVENTIONAL SURVEY METHODS FROM INFORMATION GATHERED ON AUGUST 22, 2018 BY JOSEPH C. TRUXAW & ASSOCIATES, INC. SITE ADDRESS: GR2022-0026 TITLE SHEET TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S} 210-170-08-00 & 210-170-09-00 & 210-170-23-00 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N: 6232628.290 £: 1990998. 406 5848 A VEN/DA ENCINAS CARLSBAD, CA 92008 APPROVED: JASON S. GELDERT >----+-----+-----------------+----,>----+----+----1 ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 /2\ DATE DA TE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL OWN BY: SGC CHKD BY: RJD RVWD BY: PROJECT NO. AMEND2019-0004 DRAWING NO. 538-3A DocuSign Envelope ID: 6563D02E-87FB-4341-BDC8-6B74F88DF958 9/12/2023 No.9281 M I CHA E L P . HER N A N DEZ NF INTERSTATE FD. 1' I.P., PER P.M. NO. FD. 1" I.P., TAGGED "DIV. 7 642, HELD FOR RADIAL LINE. OF HWYS" PER (R) & (RI). ROUTE NO. 1-5 S63'53'16"W 0.08' ACCEP,TED AJS P/L/f.COR. ~ ®\ rff. (Basis of Bearings per RT) "7' -. L.'LY . .,...LIN-E PAR.CEL 2 (: 1 6 __...L N21'28'/0"W 535.20' M. {535.28' RI} , . , 6 (i:::~b:;;::~ E::gb. ~) . \ \ •. . .-\ •. . ·, -\ --.. -._-: -:-", ----~----\--,,= \ \ ', -.. -... --.--...,_ -.. \ \ --. \ -.. \ . ---. -\ \ \'· ---:-::::;~;::_~ _ _ _ _ _ ----~T, •• jL~ ~ A --318.79' {318.86' R) {318.87' RI) A iil-~' \\ ~ ~ @ -----~ I I \ ~ --------------NI ------------- EASEt.lENT NOTES REFER TO TITLE REPORT FOR ADDITIONAL INFORMATION AND DETAILS: ~ ..... ....., --~--------~ I ---~ vNW'LY. LINE PARCEL 2 {R) .'-'/\ C:~L -2 ,'<, / D=48.28'J(" ~ , F)_lU-! :~ .. :.~l_ _i\/.Jj:_U-) /'j!_) f)55 If._ ~~ I R=335.00' iE'LY. LINE PARCEL 1 (R) L ,! I L=283.43' , ~' I (D=48'30'00" ' ~====---_ N21"29'2,! _ _"W 123.0f!:_ (R) _ _ }! I R=335.00' '-....._,_ I I "' / I --------...;;:;;,j'. ----------L=283.57' R) ' .._ .......... 111/ K0-" "· ·._ " J D=48'28'31:> ', ~I C\/\ 12>---ff.=-•_/ __ _J...:I~ R=300.00 ' ~I I N'LY. LINE PARCEL 1 (R) . -c~: -; I \\J L=253.82' · ' ,-. (D=48"3o'oo· •. -. ' .:::: ~ ~ .::: R=300.00' .• .. '-"' tll ff. S'LY. LINE PARCEL 1 (R) 1~ L=253.95' R) ··-,. -• , o, ·-_,_ ~I I I ; ~ --- ----......... ......__ ......__ ......__ -...... -...... -...... ·, ' ' • I I -m 1: ~ . ~I ~ I~ ·------. ~ :.:~ . :.: FD. STREET SURI/EY MON. PER P.M. NO. 16274, HEW FOR RADIAL LINE. S61'38'1J"E 0.10' .......__ .......__ " ... ... ... --.._ __ --___j"_W'LY. LINE PARC: ~R-) ___ ,,,' ' ~~~--~ , ·... N21'29'21"W 123.00' (R) 1 ~~ ....... ~-,:~ ... ~,!I,, ~ <" ' • ... I -----~ ..... '(,>-~ ... . ..... ... ,.:,, ... •. I I I I - I ~ff. I I I I 216.41' (RI) 4' ... ~, ... 11---S'L Y. LINE PARCEL 2 {R) © ABUTTER'S RIGHTS OF INGRESS ANO EGRESS TO OR FROM THE HIGHWAY HAVE BEEN RELINQUISHED IN THE DOCUMENT RECORDED JUNE 18, 1965 AS INSTIRUMENT NO. 108756 OF OFFICIAL RECORDS. NOTE: RELINQUISHMENT OF ABUTTER'S RIGHTS PLOTTED HEREON PER PARCEL MAP NO. 13955 (R). REFER TO SAID DOCUMENT FOR FULL PARTICULARS. @ TIHE TERMS, PROVISIONS AND EASEMENT(S) CONTAINED IN TIHE DOCUMENT ENTITLED • AGREEMENT IN RE: GRANT OF RECIPROCAL EASEMENTS AND DECLARATION OF COVENANTS AND RESTRICTIONS" RECORDED DECEMBER 04, 1992 AS INSTIRUMENT NO. 1992-0781617 OF OFFICIAL RECORDS. NOTE: SAID DOCUMENT AMONG OTIHER ITEMS, INCLUDES NON-EXCLUSIVE EASEMENTS FOR COMMON AREAS, UTILITIES, PARKING, INGRESS & EGRESS WHICH ARE BLANKET IN NATURE AND NOT PLOTTED HEREON. SAID DOCUMENT ALSO INCLUDES A DEPICTION OF AN "ALLOWABLE BUILDING ZONE", AN APPROXIMATE OUTLINE IS SHOWN HEREON. REFER TO SAID DOCUMENT FOR FULL PARTICULARS. (AFFECTS PARCELS 1 & 2) PLOTTED ITEM(S) BELOW ARE NOT LISTED IN TIHE SUBJECT TITILE REPORT: @ TIEMPORARY CONSTIRUCTION EASEMENT SHOWN ON DESIGN STLDY PREPARED BY CALTIRANS DATED JULY 19, 2019. NOTE: APPROXIMATE EASEMENT PLOTTED PER SAID STUDY, UNKNOWN IF RECORDED. ® DEDICATION SHOWN ON DESIGN STUDY PREPARED BY CALTRANS DATED JULY 19, 2019. NOTE: APPROXIMATE DEDICATION PLOTTED PER SAID STUDY, UNKNOWN IF RECORDED. ABBREVIATIONS A.C. = ASPHALTIC CONCRETE BLDG = BUILDING BM = BENCHMARK BS = BACK OF SIDEWALK CL = CENTERLINE CLF = CHAIN LINK FENCE CONC = CONCRETE COR = CORNER EG = EDGE OF GUTTER EP = EDGE OF PAVEMENT FD = FOUND FG = FINISHED GRADE FH = FIRE HYDRANT FL = FLOWLINE FS = FINISHED SURFACE G.I. = GREASE INTERCEPTOR INV = INVERT I.P. = IRON PIPE PL = PROPERTY LINE R/W = RIGHT OF WAY GRAPHIC SCALE 10 20 40 BO I I l __ ~I ( IN FEET ) I inch ~ 20 It. ""o-~/W'LY. LI~ PARCEL 2 (R) 00-!I, ' <" ... ..... ... "u>-... -~~" ... ' ' ~ ... ... 12 ... ... ... ... ... .._ I ... ..J D= I 8'03'57" R=265.00' L=83.56' (D= 18'03'20" R=265.00' L=B3.51' R} ......... I I :::-, <>: 1-"' I~ I ~ " I :::: I I ------------ 1------------- / ----. I I I ----- . ' I I I . . I ' ' . ' ' ' I . ' ' ' I ' I I . ' ' I I I I ---- I ....__ ---- --------------- --215.BO' Rt) ,-1 ',/ ---l ' ' ' . ' ' ' ' I ' I ----L -- ., FD. I" I.P., TAGGED "LS 4429" · PER (RI). ACCEPTED AS SE CORNER PARCEL "A• PER (RI). I I _111--=7• I I I 1 I \/ FD. 1" I.P., TAGGED "LS 4429" PER (RI). ACCEPTED AS S. W. CORNER PARCEL "A" PER (RI}. /'i ' I I I I ---' I ;--- 1 ! --1 ,• EXISTING PUBLIC UTILITY EASEMENT PER PARCEL MAP NO. 16972 FD. 2" I.P., TAGGED "LS 4429" PER (RI}. ACCEPTED AS B.C. El Y. R/W A I/EN/DA ENCINAS PER (RI). FD. 2" I.P., NO TAG. ACCEPTED AS ON El Y. (• R/W A I/EN/DA ENCINAS _: I ,--PER (RI). , j N1S'f6~W-- -_ , (NfS"f7'14"W 401.66' M. _ _.,.- 401.68' Rt) TC = TOP OF CURB TYP = TYPICAL ~ CITY OF CARLSBAD ~ l-------ll-----+----------------l------+----1------1-----1 l.£_j ENGINEERING DEPARTMENT L1±_j l-------ll-----+----------------1------+----1------I-----I N'LY = NORTHERLY Nw'LY = NORTHWESTERLY S'LY = SOUTHERLY E'LY = EASTERLY r w'LY = WESTERLY N/0 = NORTH OF s/o = SOUTH OF E/0 = EAST OF W/0 = WEST OF D: \URAv.1NG FILES\TITLE SHEETS\IMPROVEMENT TITLE SHEET.DWG REI/ISED: 2/23/17 PLAN PREPARED BY: JOSEPH C. TRUXAW AND ASSOCIATES, INC. Civil Engineers &: Land Surveyors 1915 W. ORANGEWOOD AVENUE, SUITE 101 ORANGE, CA 92868 PHONE: (714) 935-0265 TRUXAW.COt.1 ,J GRADING PLANS FOR: CHICK-FIL-A #4306 GR2022-0026 ALTA (BOUNDARY) APPROVED: JASON S. GELDERT 1-------11-----+~---------------l------+----I------I-----I ENGINEERING MANAGER RCE 63912 EXPIRES 9130124 DATE /1\ OWN BY: SGC PROJECT NO. DRAWING NO. CHKD BY: RJD RVWD BY: AMEND2019-0004 538-3A DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INlllAL DATE INlllAL OTHER APPROVAL CITY APPROVAL DocuSign Envelope ID: 6563D02E-87FB-4341-BDC8-6B74F88DF958 9/12/2023 No.9281 M I CHA E L P . HER N A N DEZ NF - FD. 1• J.P., PER P.M. NO. 642, HELD FOR RADIAL LINE. S63'5J'16"W 0.08' --------w -------CATY-----=--IV --CATV ----- GRAPHIC SCALE 20 0 10 20 40 BO ~--1 I_I l __ ~I ( IN FEET ) I Inch = 20 IL E M E N T FD. L&T, 'LS 4611"~ HELD FOR RADIAL, ON R/W PER P.M. (53.46) TC (53.08) FS--\"~~ NO. 16274. " " " " "'- "'-"'-"'-"--. "--. ------- ------- ------- REFER TO SHEET 2 FOR EXISTING EASEMENT@,MONUMENTS, AND BOUNDARY DETAILS NOTICE TO CONTRACTOR THE CONTRACTOR SHALL ASCERTAIN THE TRUE VERTICAL AND HORIZONTAL LOCATION AND SIZE OF ALL UTILITIES, PIPES, AND/OR STRUCTURES AND SHALL BE RESPONSIBLE FOR DA~AGE TO ANY PUBLIC OR PRIVATE UTILITIES, SHOWN OR NOT SHOWN HEREON. IMPORTANT NOTICE Section 4216 of the Government Code requines o Dig Alert Identification Number be issued before a nPermH to Excavate" will be valid. For your Dig Alert I.D. Number coll Underground Service Alert CALL B11 Two working days before you dig. D: RAWING FILES TITLE SHEETS IMPROVEMENT TITLE SHEET.DWG REVISED: 2 23 17 PLAN PREPARED BY: JOSEPH C. TRUXAW AND ASSOCIATES, INC. Civil Engineers & Land Surueyors 1915 W. ORANGEWOOD AVENUE, SUITE 101 ORANGE, CA 92B6B PHONE: (714) 935-D265 TRUXAW.COM ------ 80 (.!) <.5 ;z 0 u ONE STORY STUCCO VENEER BLDG. IN-N-OUT RESTAURANT 5950 A VEN I DA ENCINAS CONC. CURB AND GUTTER BLDG. COR. 43. 7' S/0 PL (56.09) Ff DOOR (54.45) TC {53.96) FL ·· ' a" I),\::\ C, A. C. FD. I" I.P., TAGGED "LS 4429" PER (RI). ACCEPTED AS S.£. .. CORNER PARCEL "A" PER (RI). i '1 _I I I-- - - - G I I \/ FD. 7" I.P., TAGGED "LS 4429" PER (R1). ACCEPTED AS S. W. CORNER PARCEL "A" PER (R1). i \ • I I I --11_ I -! ,j - (55.38) TC (54.86) FS ~--...=:::,._EXISTING PUBLIC UTILITY ~ . I I I I • EASEMENT PER PARCEL MAP NO. 16972 I I I . I I I I FD. 2• I.P .. TAGGED "LS 4429" PER (R1 ). ACCEPTED AS B. C. E'L Y. R/W A I/EN/DA ENCINAS PER (R1) . FD. 2• I.P., NO TAG. ff""'[} ACCEPTED AS ON E'L Y. -~~----~-.;;;;;;;;,_~4-l 'I. , (1 R/W A I/EN/DA ENCINAS ' "II -\._ 'J ..,,_! / 1 _ _ PER (R1). .... -.. I I I I ~~ -□ ,.ff I --.,._, . - 1,/ - ~ CITY OF CARLSBAD I SHEETS I 1-------1---+----------------t------t---t------1i-------1 ~ ENGINEERING DEPARTMENT 14 1----t------t------------------i-----i--------i-----;-------, GRADING PLANS FOR: CHICK-FIL-A #4306 EXISTING CONDITIONS GR2022-0026 APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 24 DATE 1 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INlllAL DATE INlllAL OTHER APPROVAL CITY APPROVAL DWN BY: SGC PROJECT NO. DRAWING NO. CHKD BY: RJD RVWD BY: AMEND2019-0004 538-3A DocuSign Envelope ID: 6563D02E-87FB-4341-BDC8-6B74F88DF958 9/12/2023 NF EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT CARL OS ARIAS AT (951) 970-9138 (PHONE NUMBER) 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE A VAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL 8E STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FAG/LITA TE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. 3. FOR PROJECTS COVERED BY STATE SWPPP/WDID, IN ACCORDANCE WITH THE CONSTRUCT/ON ORDER ISSUED BY THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD, THE CONTRACTOR'S QUALIFIED SWPPP PRACTITIONER (QSP) SHALL UPDATE AND MAINTAIN THE WATER POLLUTION CONTROL (WPC) PLAN TO ADDRESS UPDATED SITE CONDITIONS OF THE PROJECT. THE UPDATED WPC PLAN AND UPDATED SWPPP SHALL BE KEPT AT THE PROJECT SITE AND MADE AVAILABLE TO THE CITY INSPECTOR. ADDITIONAL CONSTRUCTION BMP'S BEYOND THE ORIGINAL APPROVED SWPPP SHALL BE PROVIDED TO ADDRESS SITE CONDITIONS NOT ANTIC/PA TED. THE QSP SHALL REPORT BMP DEFICIENCIES TO THE CITY INSPECTOR. THE QSP SHALL OBTAIN APPROVAL FROM THE CONTRACTOR'S QUALIFIED SWPPP DEVELOPER AND THE CITY INSPECTOR REGARDING ANY SIGNIFICANT CHANGES TO BMP DEPLOYMENT. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER AND/OR CITY INSPECTOR DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED SWPPP AND/OR EROSION CONTROL PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRA TE. 11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL 8E STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.D23 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STA TE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIF/CATIONS AND THE FOLLOWING: A. HYDROSEEDING SHALL BE APPLIED TO: /. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2. AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST.· a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHL Y VISIBLE TO THE PUBLIC. c. HA VE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. B. HYDROSEEDED AREAS SHALL BE /RR/GA TED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: 1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. 2. AREAS SLOPED LESS THAN 6: 1 SHALL BE /RR/GA TED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/GA TION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE THE PROPOSED SYSTEM. 3. !RR/GA TION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 1. SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs. PER ACRE OF ZORRO FESCUE c. 3 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA d 4 lbs. PER ACRE OF ACHILLE.A MILLE.FOL/A e. 3 lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW) f. 1/2 lb. PER ACRE OF DIMORPHOLECA g. ITEMS c, d, e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING. i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGR/CUL TUR£ CERT/FICA TION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2. TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 50% OF THE STRA W IN TO THE SOIL. 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15% SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE. D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: a. TRACK WALKING SLOPES STEEPER THAN 6: 1 b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFFICIEN TL Y FRIABLE. c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. E. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE 7HE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE 7HE PERMANENT LANDSCAPING, UNTIL 7HE PROJECT IS COMPLETED AND ALL BONDS RELEASED. D: DRAWING FILES TITI_E SHEETS lt.tPROVEMENT TITI.._E SHEET.DWG REVISED: 2 23 17 10"W 6' TAU. PROTECTIVE CHAIN LINK CONSTRUCTION FENCE WITH GREEN SCREEN TO BE PLACED 1 ' FROM EXISTING CALTRANS FENCE. 1o"w ----@~----<.;;;,--~~ "' '.'--.. ------RW::::::.::_-_-_-_~===--------CATV ----RW CArv ----- - -------- INTERSTATE ROUTE NO. 1-5 CONC PAD TREE AREA LIGHT TREE p io••w -------------SIDEWALK I . I . /f. TO BE REMOVED I : ,j t>q I I : I /f. TO BE REMOVED l~!l=ir==;irr=/7~ -- MITIGATION MEASURES: ---BIO-1 ---IN 7HE EVENT THAT VEGETATION AND TREE REMOVAL SHOULD OCCUR BETWEEN JANUARY 15 AND SEPTEMBER 15, THE PROJECT APPLICANT SHALL RETAIN A QUALIFIED BIOLOGIST TO CONDUCT A NESTING BIRD SURVEY NO MORE THAN THREE DAYS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. 7HE BIOLOGIST CONDUCTING THE CLEARANCE SURVEY SHALL DOCUMENT 7HE NEGATIVE RESULTS IF NO ACTIVE BIRD NESTS ARE OBSERVED ON 7HE PROJECT SITE OR WITHIN THE VICINITY DURING THE CLEARANCE SURVEY WITH A BRIEF LETTER REPORT, SUBMITTED TO 7HE CITY OF CARLSBAD PLANNING DIVISION PRIOR TO CONSTRUCTION, IND/CA TING THAT NO IMPACTS TO ACTIVE BIRD NESTS WOULD OCCUR BEFORE CONSTRUCTION CAN PROCEED. IF AN ACTIVE A VIAN NEST IS DISCOVERED DURING THE PRE-CONSTRUCTION CLEARANCE SURVEY, CONSTRUCTION ACTIVITIES SHALL STAY OUTSIDE OF A 300-FOOT BUFFER AROUND THE ACTIVE NEST. FOR LISTED RAPTOR SPECIES, THIS BUFFER SHALL BE 500 FEET. A BIOLOGICAL MONITOR SHALL BE PRESENT TO DE.LINEA TE 7HE BOUNDARIES OF THE BUFFER AREA AND TO MONITOR THE ACTIVE NEST TO ENSURE THAT NESTING BE.HA VIOR IS NOT ADVERSELY AFFECTED BY CONSTRUCTION ACTIVITY. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND THE ISSUANCE OF ANY PERMITS, RESULTS OF THE PRE-CONSTRUCTION SURVEY AND ANY SUBSEQUENT MONITORING SHALL BE PROVIDED TO THE CITY OF CARLSBAD PLANNING DIVISION. CUL-1 THE PROJECT APPLICANT SHALL RETAIN A QUALIFIED ARCHAEOLOGIST, DEFINED AS AN ARCHAEOLOGIST WHO MEETS THE SECRETARY OF THE INTERIOR'S PROFESSIONAL QUALIFICATION STANDARDS FOR ARCHAEOLOGY, PRIOR TO THE ISSUANCE OF A GRADING PERMIT. 7HE PROJECT'S PRE-EXCA VAT/ON AGREEMENT (MIT/GA TION MEASURE TCR-1) SHALL INCLUDE THE ROLES AND POWERS OF THE ARCHAEOLOGIST AND THE ...... ...... LUISENO NATIVE AMERICAN MONITORS (IDENTIFIED PER MITIGATION MEASURE TCR-1) GEO-1 DISPOSITION NOTES THE PROJECT APPLICANT SHALL RETAIN A PRINCIPAL PALEONTOLOGIST TO PREPARE A PALEONTOLOGICAL MIT/GA TION AND MONITORING PLAN IN ACCORDANCE WITH THE CARLSBAD TRIBAL, CULTURAL, AND PALE.ONTOLOGICAL RESOURCES GUIDELINES PRIOR TO THE ISSUANCE OF A GRADING PERMIT. PROTECT IN PLACE . . TRA-1 PRIOR TO THE IN/TIA TION OF CONSTRUCTION, THE PROJECT APPLICANT SHALL PREPARE A TRAFFIC MANAGEMENT PLAN (TMP) FOR APPROVAL BY THE CITY OF CARLSBAD TRAFFIC ENGINEER. THE TMP SHALL INCLUDE MEASURES SUCH AS CONSTRUCTION S!GNAGE, LIM/TA TIONS ON TIMING FOR LANE CLOSURES TO A VOID PEAK HOURS, TEMPORARY STRIPING PLANS, AND THE NEED FOR A CONSTRUCTION FLAG PERSON TO DIRECT TRAFFIC DURING HEAVY EQUIPMENT USE. THE TMP SHALL SPECIFY THAT ONE DIRECTION OF TRAVEL IN EACH DIRECTION MUST ALWAYS BE MAINTAINED FOR A VEN/DA ENCINAS THROUGHOUT PROJECT CONSTRUCTION. THE TMP SHALL BE INCORPORATED INTO PROJECT SPECIF/CATIONS FOR VER/FICA TION PRIOR TO FINAL PLAN APPROVAL. REMOVE AND DISPOSE OF OFFS/TE ADJUST TO GRADE TRA-2 PRIOR TO THE COMMENCEMENT OF ANY GROUND-DISTURBING ACTIVITIES, INCLUDING BUT NOT LIMITED TO EXPLORATORY GEO TECHNICAL INVEST/GA TIONS/BORINGS FOR CONTRACTOR BIDDING PURPOSES, THE PROJECT DEVELOPER SHALL ENTER INTO A PRE-EXCAVATION AGREEMENT, OTHERWISE KNOWN AS A TRIBAL CULTURAL RESOURCES TREATMENT AND TRIBAL MONITORING AGREEMENT, WITH THE SAN LUIS REY BAND OF MISSION IND/ANS OR OTHER TRADITIONALLY AND CULTURALLY AFFILIATED LUISENO TRIBE ("TCA TRIBE"). THIS AGREEMENT Will CONTAIN PROVISIONS TO ADDRESS THE PROPER TREATMENT OF ANY TRIBAL CULTURAL RESOURCES AND/OR LUISE.NO NATIVE AMERICAN HUMAN REMAINS INADVERTENTLY DISCOVERED DURING THE COURSE OF THE PROJECT. THE AGREEMENT SHALL OUTLINE THE ROLES AND POWERS OF THE LUISENO NATIVE AMERICAN MONITORS AND THE ARCHAEOLOGIST (IDENTIFIED PER MIT/GA TION MEASURE CUL-1), AND MAY INCLUDE THE FOLLOWING PROVISIONS. A COPY OF SAID ARCHAEOLOGICAL CONTRACT AND PRE-EXCAVATION AGREEMENT SHALL BE PROVIDED TO THE CITY OF CARLSBAD PRIOR TO THE ISSUANCE OF A GRADING PERMIT. REMOVE AND RELOCATE NOTE: COORDINATE REMOVAL/PROTECTION OF EXISTING TREES WITH LANDSCAPE PLAN. NOTE: DEMOLITION CONTRACTOR SHALL LOCATE AND MARK ALL EXISTING SEWER, WATER, GAS & ELECTRICAL LATERALS ON A PLAN & IN THE FIELD. NOTE: CONTRACTOR TO PROTECT ALL UNDERGROUND AND OVERHEAD UTILITIES IN PLACE UNLESS NOTED OTHERWISE OR AS DIRECTED BY THE DEVELOPER * NOTE: REMOVE All PAVEMENT, CONCRETE, FOOTINGS, AND STRUCTURES WITHIN THE LIMITS OF DEMOLITION 20 10 0 20 40 60 I ~--1 1--------11 ~~ ---- SCALE: 1 "=20 ' 1. DUST CONlROL -CONTRACTOR WILL OBTAIN A WATER METER AND WILL CONTROL DUST BY WATER. 2. BUILDING DEBRIS -WILL BE TRANSPORTED TO LANDFILL. 3. STAGING OF EQUIPMENT -STAGING WILL BE WITHIN GRADING LIMITS. CONC PAD r---!Bsill"'-illf .. FLAGPOLE & CONCRETE PAD WARNING TO CO TR~CT~ PROTECT EXISTING "--.: .. 3-INCH GAS LIN~ "--.: "1 "~o, .. .. ., ' • l :-·,· ! ... ... • • I 111 I I I I II SIDEWALK Ill GUTTER I Ii I 111 I: \1 TREE1 lif -~~ I I I I I I I I\\ I I II 11 NOllCE TO CONTRACTOR THE CONTRACTOR SHALL ASCERTAIN lllE TRUE VERTICAL AND HORIZONTAL LOCATION AND SIZE OF ALL UTILITIES, PIPES, AND/OR STRUCTURES AND SHALL BE RESPONSIBLE FOR DAMAGE TO ANY PUBLIC OR PRIVATE UTILITIES, SHOWN OR NOT SHOWN HEREON. lll'ORTMIT NOTICE Section 4216 of the Government Code requires a Dig Alert ldenffflcatlon Number be issued bafore a •Pennit to ExcaYcrte• will be valid. For your Dig Alert I.D. Number call Underground Service Alert CALL Bl 1 Two working days before you dig • -- I SEE DWG 583-3 CATV_ AS SHOWN. PRIOR TO ANY DEMOLITION, CONTRACTOR SHALL SCHEDULE FIELD REVIEW WITH PROPERTY OWNER, DEVELOPER AND HIMSELF AND FIELD VERIFY All ITEMS TO BE DEMOLISHED, RELOCATED, ANO PROTECTED. EXISTING UTILITIES ON SITE TO BE REMOVED OR CAPPED PER CITY REQUIREMENTS. ~ CITY OF CARLSBAD 1----+----+----------------+-----11-----+--+-----1 ~ ENGINEERING DEPARTMENT l----+----+----------------+-----11-----+--+-----I ~ L1±_J " AS BU I LT" P.E. ___ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE PLAN PREPARED BY: JOSEPH C. TRUXAW AND ASSOCIATES, INC. Civil Engineers & Land Surveyors 1915 W. ORANGEWOOD AVENUE, SUITE 101 ORANGE, CA 92868 PHONE: (714) 935-0265 TRUXAW.Cot.4 GRADING PLANS FOR: CHICK-FIL-A #4306 GR2022-0026 DEMOIJTION PLAN APPROVED: JASON S. GELDERT t---t-----t-,s:----------------t-----11-----t-----t----1 ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 24 DATE l OWN BY: SGC PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: RJD OTHER APPROVAL CITY APPROVAL RVWD BY: AMEND2019-0004 538-3A DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DocuSign Envelope ID: 6563D02E-87FB-4341-BDC8-6B74F88DF958 9/12/2023 NF 1D"W I "' I I f_ I -s -- RW ----- 10"w ~ :---..... " :---..... PROPOSED FUl\JRE DEDICATION TO CALTRANS LINE DATA TABLE CURVE DATA TA'Bl't ~w SEGMENT L 8RG L1 19.21' N85" 39' J5"W L2 31.92' N21 • 28' 1o·w LJ 7.05' N22' 21' 47"E L4 19.50' N67' JB' 1J"W L5 126.00' N22" 21' 47"E L6 15.00' S67' 38' 1J"E L7 55.54' N22" 21' 47"E LB 114.89' S7J" 59' JJ"W L9 6.43' S21' 28' 10"E L10 27.BJ' S21' 28' 10"E LIJ 9.09' S6' OJ' JB"W L14 1J.47' SBJ' 56' 22"E LIB 1J.06' S75' 57' 51 "E L19 J.18' N15' 07' J9"E L20 1J.06' N7J' 46' 51"W L21 5.88' N68" JI' 50"E L22 1J.OO' S67' JB' 1J"E L2J 2.00' N22' 21' 47"E L24 13.00' N67' 38' 1J"W L25 11.55' N79' JI' 2J"W L26 1.74' S80" 52' 10"E L28 8.00' S22' 21' 47"W L29 6.50' S67' 38' TJ"E LJO 32.00' S22' 21' 47"W LJ1 2.50' S67' 38' TJ"E LJ2 9.00' S67' JB' 1J"E LJ4 6.00' S67' JB' 1J"E LJ5 6.00' N67' JB' TJ"W LJ9 J.44' N7J' 46' 04 "E L44 J.57' S5' 36' J2"W L46 1J.60' N8J' 56' 22"W L48 0.27' S67' 38' 27"W NOTICE TO CONTRACTOR THE CONTRACTOR SHALL ASCERTAIN THE TRUE VERTICAL AND HORIZONTAL LOCATION ANO SIZE OF ALL IJIILJTIES, PIPES, AND/OR STRUCTURES AND SHALL BE RESPONSIBLE FOR DAMAGE TO ANY PUBLIC OR PRIVATE UTIIJTIES, SHOWN OR NOT SHOWN HEREON. IIPORIANT NOT1CE Section '216 of the Govamm1nt Code requires a Dig Alert ldantlflcatfon Number be Issued before a "Permit hi ExCK1n1te" will be valid. F'or your Dig Alert I.D. Number call Underground Service Alert CALL 811 Two working days bafora you dig. SEGMENT L CT 20.17' C2 1J.77' CJ 4.71' C4 4.71' C5 17.92' C6 10.00' C10 10.17' C16 4.63' C17 12.72' C18 5.86' C19 4.78' C20 J.27' C21 9.68' C22 8.13' CJO 10.61' CJT 12.15' D: RA.WING Fll£S TITLE SHEETS IMPROVEMENT TITLE SHEET.DWG REVISED: 2 23 17 R 18.00' 18.00' 3.00' .J.DO' 8.00' 6.00' 10.00' 2.00' 15.00' 3.00' .J.DO' 2.08' 254.DO' 346.DO' 6.00' 56.20' D c~rv 64'11'25" 43•49'57• --90'00'00" 90'00'00" ..... 128'22'14" 95'27'43" 58'14'56" 132'45'27" 48'35'26" 111'50'28" 91'21'29" 90'05'46" 2'10'59" 1'20'47" 10179'31" 12'2J'2J" STRIPING NOTES [j] DIRECTIONAL ARROW STOP LINE GRAPHIC '47 PAINTIED HANDICAP PARKING SYMBOL/NO PARKING ~ AND CLEAN AIR VEHICLE GRAPHIC ~ ACCESSIBLE PARKING STALL & ADA STIRIPING DETAIL. PLAN PREPARED BY: JOSEPH C. TRUXAW AND ASSOCIATES, INC. Civil Engineers &-La.nd. Surveyors 1915 W. ORANGEWOOO AVENUE, SUITE 101 ORANGE, CA 92868 PHONE: (714) 935-0265 TRUXAW.COl,I EB EB EB PROPOSED FUTURE CALTRANS TEMPORARY CONSTRUCTION EASEMENT INTERSTATE ROUTE NO. 1-5 20 10 0 20 40 60 ~I ~~t-----1 __ 1-----il SCALE: 1 "=20' . ,.._ Lit.ti S--OF GRA ING m <D -....___..___ . * SEE DWG 538-3 FOR DEMOLITION IMPROVEMENTS IN---L AVENIDA ENCINAS -------- I I r==o:::::::___:~::,._EXISTING PUBLIC UTILITY EASEMENT PER PARCEL MAP NO. 16972 ---- 10"W __ _ RW l-----+--+------------+---+----+---+------I I SH5EET I CITY OF CARLSBAD ~4 ENGINEERING DEPARTMENT Ll1_J ~=::..:::::========='....'.::::=:::::; GRADING PLANS FOR: CHICK-FIL-A #4306 GR2022-0026 HORIZONTAL CONTROL PLAN APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 24 DATE 1 DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: SGC PROJECT NO. DRAWING NO. CHKD BY: R,JD RVWD BY: AMEND2019-0004 538-3A DocuSign Envelope ID: 6563D02E-87FB-4341-BDC8-6B74F88DF958 9/12/2023 NF SITE PLAN DESIGN NOTES & KEY PLAN ON-SITE [ij NOT USED [}] NOT USED [2j NOT USED [}J NOT USED EB []] IT] [!] [j] ; [j] ~ § ~ ~ ~ ~ ~ ~ ~ ~ ~ @TI ~ § ~ § ~ ~ ~ ~ §] [iTI §] ~ §] ~ 1±§] [g ~ §] ~ ~ CONCRETE SIDEWALK DETAIL WITH FRAME PATTERN W9A UU9B RAMP DETAIL (6A & 6B} 'C9'C9 TRUNCATED DOMES PER SAN DIEGO REGIONAL STANDARD G-3D. CONCRETE CURB AND GUTTER I BA I 6-INCH CONCRETE CURB PER SAN DIEGO REGIONAL STANDARD G-01. r;;;:;i 6-INCH CONCRETE CURB & 24" GUTTER PER ~ SAN DIEGO REGIONAL STANDARD G-01. ~ 6-INCH CONCRETE CURB WITH 12-INCH WIDE ~ CONCRETE STRIP AT TOP OF CURB. I 8D I 6-INCH CONCRETE CURB & 24" GUTTER (~' HIKE-UP) I BE I RETAINING CURB (24" MAX.) SIDEWALK WITH CURB SECTION DETAIL NOT USED FLAG POLE PER ARCHITECTURAL PLAN DIRECTIONAL SIGNAGE ALL SIGNS SHALL CONFORM TO THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" BY THE U.S. DEPARTMENT OF TRANSPORTATION AND THE CALJFORNIA BUILDING CODE (CBC). r.;-;;-,:] ACCESSIBLE PARKING (12A\ 112EI POINTS OF INTERSECTION ~ l'..=::'I SIGN (VAN) ~ ACCESSIBLE PATH OF TRAVEL SIGN ~ ~ ACCESSIBLE PARKING @ 112FI PEDESTRIAN CROSSWALK SIGN @ SIGN 10 b 2GI WATCH FOR VEHICLES SIGN @ 112CI ACCESSIBLE SIGN (DRIVEWAY ENTRANCE) 112D1 STOP SIGN (!) TYPICAL ASPHALT PAVEMENT SECTION ~ 3-INCH AC OVER 8-INCH AB (ACCESS AISLES) ® 113BI 3-INCH AC OVER 5-INCH AB (PARKING STALLS) ® NOT USED. CONCRETE APRON EDGE@ TRASH ENCLOSURE CONCRETE PAVING @ TRASH ENCLOSURE APRON & PARKING STALLS (7.5-INCH PCC W/ #3 REBAR 18" ON-CENTER OVER 4-INCH AB). ®LJU '29 PIPE BUMPER POST DETAIL NOT USED SITE LJGHT: PROPOSED = D--0 NOT USED. CURB OPENING CURB FACE TRANSISTION DETAIL (6-INCH TO 0-INCH) GRADED SWALE 48-INCH CONCRETE V-GUTTER PER SAN DIEGO REGIONAL STANDARD G-12. 24" X 48" RECTANGULAR CONCRETE CATCH BASIN 36" X 36" RECTANGULAR CONCRETE CATCH BASIN STORM CAPTURE VAULTS STORM DRAIN STENCIL PER CITY OF CARLSBAD STD DS-1 NOT USED BIOIFIL TRA TION BASIN BITUMASTIC EXPANSION JOINT, TYPICAL. INSTALL EXPANSION JOINT BETWEEN ALL CONCRETE PAVEMENT INTERFACE WITH BUILDINGS, CURB & GUTTER, AND OTHER CONSTRAINED OBJECTS. PLACE 15-INCH X 18-INCH SDR-35 PVC ECCENTRIC REDUCER WITH RCP FITTING. PLACE 16-INCH SDR-35 PVC DRAIN PIPE WITH NECESSARY FITTINGS & ADAPTERS. GREASE INTERCEPTOR (PER PLUMBING PLANS) TREE WELL PER LANDSCAPE PLANS, SHOWN FOR REFERENCE. MENU ORDER BOARD, HEIGHT ARM, AND BIKE RACK PER ARCHITECTURAL PLANS. SITE CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR THE EXACT DIMENSIONS OF THE BUILDING AND THE LOCATION OF DOORWAYS, UTILITIES, ETC. TRASH ENCLOSURE PER ARCHITECTURAL PLANS GAS METER EXISTING TRANSFORMER ® 41 INSTALL FLOGARD CATCH BASIN INSERT (MODEL No. FGP-36F) 11 PER MANUFACTURER'S SPECIFICATIONS. PROPOSED ELECTRICAL PANEL THE CONTRACTOR SHALL INSTALL NECESSARY TRAFFIC CONTROL SAFETY BARRICADES, LIGHTING, AND OTHER REQUIRED CONTROL MEASURES TO SECURE THE WORK AREA FROM EXISTING TRAFFIC AND TO ASSURE PUBLIC SAFETY. BACKFLOW ASSEMBLJES (BF) AND WATER METERS (WM). PER DWG 538-3. SIGNAGE PER SEPARATE SIGN PLANS. PLACE 6-INCH SDR-35 PERFORATED PVC DRAIN PIPE WITH NECESSARY FITTINGS & ADAPTERS. PLACE 8-INCH SDR-35 PVC DRAIN PIPE WITH NECESSARY FITTINGS & ADAPTERS. PLACE 12-INCH SDR-35 PVC DRAIN PIPE WITH NECESSARY FITTINGS & ADAPTERS. CANOPY & FOOTINGS PER SEPARATE CANOPY PACKAGE. (UNDER SEPARATE PLAN CHECK AND PERMIT). INSTALL STORM DRAIN CLEANOUT. SIZE TO MATCH DOWNSTREAM PIPE. FULL DEPTH PATCH (AC + BASE) TO MATCH EXISTING PAVEMENT SECTION (8-INCH MIN.) PER REGIONAL STANDARD DWG G-33 AND THE RECOMMENDATIONS OF THE SOILS ENGINEER. ZURN 4-INCH ROUND ATRIUM GRATE, MODEL# 75. UNDER SIDEWALK DRAIN, CURB-0-LET STD. TCD327 3" X 27" PLACE 18-INCH REINFORCED CONCRETE PIPE WITH NECESSARY FITTINGS & ADAPTERS. LANDSCAPE ROOF DRAIN (53\ '29 w ~ D: DRA\lt"ING FILES TITI...E SHEETS MPROVEMENT TITI...E SHEET.DWG REVISED: 2 23 17 \ \ 1o"w - --......: '--.... -------- ------ NOTICE TO CONTRACTOR THE CONTRACTOR SHALl ASCERTAIN THE TRUE VERTICAL AND HORIZONTAL LOCATION AND SIZE or All UTILJTIES, PIPES, AND/DR STRUCTURES AND SHALl BE RESPONSIBLE roR DAMAGE TO ANY PUBLC OR PRIVATE UTILITIES, SHO~ OR NOT SHOWN HEREON. IMPORTANT NOIIC[ Sectlan 4216 of the G0vemm1nt Code require, <1 Dig Alert ldenflflcotion Number be Issued before a •Permit to ExOGVGte" will be v1Jlid. F'or your Dig Alert I.D. Number call Underground Service Alert CALL 811 Two working doys before you dig. ------ "AS BU I LT" P,E, __ _ EXP, ___ _ REVIEWED BY: INSPECTOR 823 SF ff. DATE DATE INTERSTATE ROUTE NO. 20 10 0 20 40 60 I ~f-----1 __ 1------11 L___ SCALE: 1"=20' PLAN PREPARED BY: JOSEPH C. TRUXAW AND ASSOCIATES, INC. Civil Engineers d: La.nd Surveyors 1915 W. ORANGEWOOD AVENUE, SUITE 101 ORANGE, CA 92868 PHONE: (714) 935-0265 TRUXAW.CO~ 1-5 ···"' -- EXISTING CONCRETE SWALE EE IMPROVEUENT, PLANS ---,-. ". L_ __ ~D~WG~. ~53~8-_3 I I --~--~ ,. ,., ' "' -- ,. EXISTING PUBLIC UTILITY EASEMENT PER PARCEL MAP NO. 16972 1-----+--+-----------+--t-----t----t-----i I SH6EET I CITY OF CARLSBAD ENGINEERING DEPARTMENT ~ Lli_J 1 DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL GRADING PLANS FOR: GR2022-0026 APPROVED: ENGINEERING MANAGER DWN BY: SGC CHKD BY: RJD RVWD BY: CHICK-FIL-A #4306 SITE CONSTRUCTION NOTES JASON S. GELDERT RCE 63912 EXPIRES 9 30 24 DATE PROJECT NO. DRAWING NO. AMEND2019-0004 53B-3A DocuSign Envelope ID: 6563D02E-87FB-4341-BDC8-6B74F88DF958 9/12/2023 SIGN RESPONSIBILITY MATRIX CONSTRUCTION NOTE (SEE SHEET 6)ITEM PEDESTRIAN SIGNS ACCESSIBLE PARKING INSTALLATION OF SIGN INSTALLATION OF FOOTING 12A NATIONAL SIGN NATIONAL SIGN (@ PARKING STALLS) ACCESSIBLE PARKING 12C CONTRACTOR CONTRACTOR(@ DRIVEWAY ENTRANCE) SEE SIGN SIGN DETAIL 12E/SHEET 10 12A/SHEET 10 12C/SHEET 10 12F/SHEET 10 12G/SHEET 10 12B/SHEET 10 FOOTING DETAIL BOLLARD QUANTITES NATIONAL SIGN NATIONAL SIGN NATIONAL SIGN 12E 12F 12G NATIONAL SIGN NATIONAL SIGN 12B NATIONAL SIGN 1 2 2 1 1 2 NOTE: SIGNAGE PER SEPARATE PLAN AND PERMIT . 12E/SHEET 10 12A/SHEET 10 12C/SHEET 10 12F/SHEET 10 12G/SHEET 10 12B/SHEET 10 NF D, DRAWING Fl fl. •--.:-\ ( ( ( --' -(£ :=:i ' .. t 10"W 1o"w I I f_ ~ --@ :;;--..,_ I ' ~ I --~ -s - :"-. -- " - --------- RW --. RW <'{."SO -~----~~=----CCATV ------._ C~Ai7v7v _______ ____ NOTICE TO CONTRACTOR -==~=~ IIASC!CEE1RTITIAf~~Nl,}TIHE TRUE AU. THE CONTRACTOR J~ LOCATION ANO 51\~A~ BE VERTICAL ~l~~o~~g/OR STRUC~RtJe:0 OR PRIVATE R~~~~iieLE FOR DAMNA1:fR Tio~SHOWN HEREON. IJlllITIES, SHOW IMPORTANT NOTICE th Govemment Code Section 4216 or Aiert Identification requires a g sued before a Number be Is ,, wlll be valld. "Permit to Excavrtafel D Humber call Di Ale • • for your '1 d Serllce Alert Undergro~~11 811 ~ f vou dig. orklng days be on , Two w MENT TITLE SHEET.DWG LES TITLE SHEETS IMPROVE RE"1SED, 2 23 17 .......... -----........ ...... 20 10 O 20 40 I ~ I I SCALE: 1" 20· --~ ...... --.....-: ...... 60 I P.E. 41.,o, ' -....._ ·so~OVEMENT PLAN~ • DWG. 538-~ "AS BUILT EXP. REVIEWED BY: INSPECTOR " DATE DATE INTERSTATE ROUTE NO. 1-5 ' PLAN PREPARED BY: ( ,, 'f RNING TO CON ~C.:[TIN PROTECT EXIS 3-INCH GAS LJNE W AND ASSOCIATES, INC. JOSEPH C. TR~XA & Land Surveycrrs C. ·1 Engineers SUITE 101 ivi OOD AVENUE, 1915 W. ORA~f~E CA 92868 0 • {714) 935-0265 PHON\RUXAW.COM ,I, ,I DA TE INITIAL ENGINEER OF WORK ,I, \ I 1 REVISION DESCRIPTION ,· -- EXISTING CONCRETE SWALE 3:: MATCH EXISTING rt~ 3:: ,,., "' DA TE INITIAL OTHER APPROVAL ------- UBLIC UTILITY .,, EXISllNG Tp PER PARCEL EASEMEN MAP NO. 16972 --- .. 1o"w-- -CATV RW DATE INITIAL CITY APPROVAL ~ LH_J GRADING PLAN~:rg;~ FIL-A #4306 GR2022-0026 APPROVED: ENGINEERING MANAGER DWN BY: SGC CHKD BY: RJD RVWD BY: CONSTRUCTION NOTES SITE SIGN RT JASON S. GELDE RCE 63912 EXPIRES 9 30 24 PROJECT NO. AMEND2019-0004 DATE DRAWING NO. 538-3A DocuSign Envelope ID: 6563D02E-87FB-4341-BDC8-6B74F88DF958 9/12/2023 SECTION A-A SECTION B-B SECTION C-C SECTION D-D SECTION E-E SCALE: 1"=10' (HORIZONTAL) 1"=2' (VERTICAL) SCALE: 1"=10' (HORIZONTAL) 1"=2' (VERTICAL)SCALE: 1"=10' (HORIZONTAL) 1"=2' (VERTICAL) SCALE: 1"=10' (HORIZONTAL) 1"=2' (VERTICAL) SCALE: 1"=10' (HORIZONTAL) 1"=2' (VERTICAL) PIPE TABLE PIPE LENGTH SLOPE MATERIAL P1 11.5'SDR-35 PVC (PERFORATED) P2 7.0' P3 27.8' P4 P5 P6 P7 P8 P9 P10 P11 P12 P13 P14 P15 101.1' 13.2' 16.3' 8.7' 21.0' 44.0' 14.0' 20.9' 10.2' 15.0' 15.2' 18.9' FLAT 0.007 0.013 0.013 SIZE 12" 12" 12" 6" 6" 6" 6" 6" 6" 6" 6" 6" 18" 6" 6" FLAT FLAT FLAT FLAT FLAT FLAT FLAT FLAT FLAT FLAT 0.005 SDR-35 PVC (PERFORATED) SDR-35 PVC (PERFORATED) SDR-35 PVC (PERFORATED) SDR-35 PVC (PERFORATED) SDR-35 PVC (PERFORATED) SDR-35 PVC (PERFORATED) SDR-35 PVC (PERFORATED) SDR-35 PVC (PERFORATED) SDR-35 PVC (PERFORATED) SDR-35 PVC (PERFORATED) SDR-35 PVC (SOLID) RCP {1500-D} (RADIUS=22.5') SDR-35 PVC (SOLID) SDR-35 PVC (SOLID) NF 58.0 56.0 54.0 52.0 56.0 54.0 58.0 56.0 54.0 INTERSTATE ROUTE NO. 1-5 >-----+----+----+-----+----------,~NATERTIGHT JOINTS 56.0 54.0 52.0 50.0 EXISTING L/1.NDSCAPE R/W IXfSTl~~l / _,_-- I I / I. r A FUTURE CALTRANS R/W PL >--CURB & 'cut-;--~ I I f------t---1--1----"<.-,.,-----1f-1----7&'---•--,..-1- EXISTl,NG SIDEW, LK BIO 'L TRA TION BASIN PER £TAIL 30 ON SHT 13 ---i---l- fl. OOtl (56.0±) FG ~ ----(55.1) FG :.......(f_ -- 0 --f-__ -__ S =-_::.=-ri5~2~;~RIM~;;,!i~';;--- (30.76) INV "-. (53.59) TC (5114) FS ----RW------------=----R ----CATV-------.......:=::- -----t>q ---- •• PRIOR TO GRADING CONTRACTOR SHALL VERIFY THICKNESS OF BUILDING SLAB AND SAND SECTION l\lTH APPROVED FOUNDATION PLAN, SOILS REPORT, AND VAPOR MITIGATION PLAN. ~-~)FG 823 SF 51.98 GR _ ~8.98 INV ·-"' I _ _ I 3.3 _ _ _ I . f---l--5,,a.1:,-,..-----24.:2------.--------38i c . .J:>--------,----,-------;26.1-------,---€_i :.E-H ,----,.--------38.1----------.--7 'c.C r--,-5_.B-,_c---12. _ . ,-s.s· STEM WALL PER '\. V 1-----l----+-------l-------ll--------+-----------11------1------+-------+---t-1--/~1-----/ /_~S=TR=U=C=TU.,,;'R=A-L~A~'L~AN=S~~ "\..,_ ___ H,,-A----+--t----+---+-------1 / 56.14 TW / PROPOSED V ~r SIDEWALK / FF=55.6B l"ANDSCAPE ~ / --BUILDING ~ -r LANDSCAPE- SIDEWALK ---.--l,<'.l_/ _____ __!,;,PA,;;D~=,;::,55,,,.,,,o1~-----"\JV_ I / r CURB l-----l----+-------l-------ll------i --+-£.-X.-1S_n_'N_G------+----+------+---C-U_'R_'B_---.... __ F~~l~ '-' " - · . . 'LL 1.5% / ,-z= -t''--t---r--+-A-SP,_'H._A-LT _ __, SURFACE , ( '-,._ PAVEMENT ...._ JOIN _ ----_-1 1'--~ · ---+--,_:LJ --· --· --+_ --------· c...'.. -------,!'~~~h-4.= --1 I EXISTING -· . . . l PA8KIN.G_S.[~LL1..__-+------------------+--------1---------+/ ~ - . --· IL ---· . .• . . CURB & GUTTER \_ PARKING STALL --.l_ ASPHALT PAVEMENT V-GUTTER ,, JOI~ EXISTING 58.0 56.0 54.0 52.0 ~---~24.:+----~----------34.n-----------,..----20.6-----r-7.v---,..-----t---------,----------100 :()--------~---------------.-------ts JOIN 1-+-,11~XIS-T/Nc,.----t-----t------t-----------t--t -~;,-=;;;;,;;:,---r -;-i :B%-- CURB & 6-INCH - EX/-TING- CA TRANS FEi CE GUTTER ASPHALT CURB PAVEMENT PARKING!/ STALL 12. I CAL TRANS R/W [.----'-T CALTRANS TEMPORARY CONSTRUCT/ON.,-----, PROPOSED CHAIN LINK FENCE EASEMENT ASPHALT PAVEMENT 6-INCH -CURB- 58.0 54.0 56.0 52.0 54.0 CONCRETE 'DEWALi< 6-INCH CURB- & GUTTER R/W CURB & GUTTER , • I -EXISTING~- GRADE \_. PARKING STALL EX/Sr'NG t---t-,-·--_-_-_·t -1---£.--XI_S_Tl_'N-+G---'==='-"----"~---+--I SIDEWALK 54.0 52.0 PROPOSED BUILDING FF=55.6B -P.AO=!i!i.01- I, NOTICE TO CONTRACTOR THE CONTRACTOR SHALl ASCERTAIN THE Tl!UE VERTICAL AND HORIZONTAL LOCATION AND SIZE or All UTILJTIES, PIPES, AND/OR STRUCTURES AND SHALl BE RESPONSIBLE FOR DAMAGE TO ANY PUBLIC OR PRIVATE UTIUTIES, SHO~ OR NOT SHOWN HEREON. IMPORTANT NOIIC[ Section 4216 of Iha Government Code requires c Dig Alert ldenffflcaflon Number ba Taauad befan a •Permit to Excavat.11 will be valid. F'or your Dig Alert 1,0, Number call Underground Service Alert CALL 811 Two working days before you dig. A - CONCRETE SIDEWALK PLAN PREPARED BY: JOSEPH C. TRUXAW AND ASSOCIATES, INC. Civil Engineers &: Land Surveyors 1915 W. ORANGEWOOD AVENUE, SUITE 101 ORANGE, CA 92868 PHONE: (714) 935-0265 TRUXAW.COM 56.0 54.0 (53.46) (53.08) \ \ "\ '\ 13' ~ ' ' ' ' ' ' ' ' SCALE: 1 "=20 ' ' ' ' ', 0 ' * (55.62) TC (55.27) FS ----- (53.84) (30.91) 1----t--+-----------+-----i------i-----+----ilsH8EETl~C-I_T_Y_O_F_C_A_R_L_S_B_A_D~~4 _ ENGINEERING DEPARTMENT Ll1_J 1 DATE INITIAL DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL GRADING PLANS FOR: CHICK-FIL-A #4306 GR2022-0026 GRADING PLAN APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 24 DATE DWN BY: SGC CHKD BY: RJD RVWD BY: PROJECT NO, AMEND2019-0004 DRAWING NO. 538-3A DocuSign Envelope ID: 6563D02E-87FB-4341-BDC8-6B74F88DF958 9/12/2023 X X X XX X XXXXXX 1 2" EXPANSION JOINT SMOOTH TOOLED FINISH AROUND ALL EDGES (TYP)BROOM FINISH CONCRETE SURFACE AREA INSIDE OF TOOLED EDGE TO CREATE PICTURE FRAME EFFECT 6"x6"x6 GAUGE WELDED WIRE FABRIC 12" CONTROL JOINT CONTROL JOINT 3,000 PSI COMPRESSIVE STRENGTH CONCRETE 12" PREMOLDED EXPANSION JOINT FILLER, ALL EDGES SQUARE. EXPANSION JOINT 12" CONTROL JOINT * A.B AS REQUIRED * BASE UNDER LAYMENT SHALL BE PLACED UNDER WALKS, CURBS, AND GUTTERS AS REQUIRED BY THE SOILS ENGINEER AND PUBLIC AGENCY. CONTRACTOR SHALL VERIFY PRIOR TO CONSTRUCTION. EXPANSION JOINT NOTE: CONTRACTION JOINTS AT 5'-0" O.C. TOOLED 14" (+1 6",-0") WIDE, 1" OR MAX. D 4 DEEP WHICHEVER IS GREATER. EXPANSION JOINTS AT 20' MAX. & ALL P.C.s, UNLESS APPROVED OR INDICATED OTHERWISE ON PLAN VIEW JOINT PATTERN. STABILIZED AGGREGATE BASE COARSE, AS SPECIFIED PAVEMENT, AS SPECIFIED 12" EXPANSION JOINT 4" THICK, 3,000 P.S.I. CONCRETE, SIDEWALK, SEE DETAIL COMPACTED SUBGRADE AS SPECIFIED BUILDING FOOTING BUILDING CONCRETE CURB AND GUTTER, OR CURB ONLY SEE DETAILS. SIDEWALK ELEVATIONS VARY - HOLD FLUSH WITH FINISHED FLOOR AT ENTRANCE WAYS. PLANTING AREAS MAY EXIST BETWEEN THE BUILDING AND THE BACK-OF-SIDEWALK (SEE SITE PLAN). EXPANSION JOINTS DO NOT APPLY TO SIDEWALK SECTION ADJACENT TO PLANTING AREAS. NOTICE: ALWAYS ALIGN CURB AND SIDEWALK JOINTS. 1. BOTTOM OF CURB OR CURB & GUTTER TO BE SET ON COMPACTED SUB-GRADE OR NATURAL UNDISTURBED SOIL. 2. FINISH ALL EXPOSED CONCRETE SURFACES SMOOTH. 3. PROVIDE 1/2" EXPANSION JOINTS @ 25' O.C. MAXIMUM AT CURVES, TANGENTS AND CORNERS. 4. CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (THE GREEN BOOK) AND THE SPECIFIC REQUIREMENTS OF THE GOVERNING AGENCY. 12" EXPANSION JOINT "STOP" GRAPHIC ONLY WHERE SHOWN ON PLANS. STOP SIGN WHERE INDICATED (30" x 30") WHITE REFLECTIVE TRAFFIC PAINT * CGBC5.106.5.2.1 BLUE PAINTED BACKGROUND NON-REFLECTIVE (TYP.) CBC11B.502.3, 502.6 3' R REFER TO STRUCTURAL DRAWINGS FOR ACTUAL POLE BASE DIMENSIONS 24" GRADE CONCRETE POLE BASE TOP OF CURB LIGHT POLE 24' TALL (TYP.) - OR AS SPECIFIED ON ELECTRICAL PLANS 6 #6 VERTICAL RODS #3 TIES @ 12"O.C.HORIZONTAL RODS NF PAINT SOLID 3'-0" r - -: PAINT SOLID * FOR REFERENCE ONLY, TO BE APPROVED BY THE BUILDING DEPARTMENT. (IF REQUIRED) // ---,,_ LANDSCAPE 0"-6"CF 6"CF O_o &,P(ll PCC A.C. PAVEMENT --y-➔=-:.:.==r--::;,l USE HA\\l(ING STENCIL OR APPROVED EQUAL FOR ARROW AND GRAPHICS WITHIN THE DESIGN A TED PARKING SPACE PAINT THE WORDS 'CLEAN AIR VEHICLE" OR 'VANPOOL" OR "ELEClRIC VEHICLE" IN 12" HIGH LETTERS (MIN.) ;rev I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I: I, I I I I I I I I SIDEWALK o O O~ .._ PAVEMENT oOo ~ TRUNCATED DOMES /-SIDEWALK 1 NOTES: 1, 9 21 6'-0" 1'-2"1 1'-0" 1'-2" .... + -- 1,~(J I IC SC.i\L=-- CONTRACTOR SHALL USE WHITE REFLECTIVE PAINT ON ASPHALT & YELLOW REFLECTIVE PAINT ON CONCRETE. SEE SIT'E PIAN ,/ SLOPE 1 :50 11.\X. CENTER "STOP" IN DRIVE LANE cm TOP OF CURB (TC) = FINISHED SURFACE {FS) ELEVATION 4"TYP. 3 hlUI IU SC;\Ll SOIL LEVEL BEHIND CURB 6" ' ' ' ' ' ' 19 ---c ------ --------. -- I \ I I - / ---- ---- ' -------" & ' ' -1--------- < -_-_-_-_ \'-------+- y _) CL, -f-l u L =-t:l A(; l ( IH\ L) =-f-~; l f-1 ,L f-: A I l F E =\ 1,1 I T F CF E x-E RI O :::;: LI c; f--~\ c; 1 D: DRAIMNG FlLES TITLE SHEETS IMPROIIEMENT TITLE SHEET.DWG REv1SED: 2 23 17 CENTER LETTERING BETWEEN STRIPING WITHIN THE LOADING AND UNLOADING ACCESS AISLE PAINT THE WORDS "NO PARKING" IN 12" HIGH \\HITE LETTERS MIN. PAINT SPECIFICATION: ~,, ~LNO PARKING ENNIS lRAFFIC SAFETY SOLUTIONS lRAmc PAINT, WATER BORNE, RAPID DRY (100% ACRYLIC POLYMER EMULSION} 6006 HANDICAP BLUE APPLY 2 COATS, 7 DAYS APART 4" 'MDE \\HITE ~-+-+--~ PAIN]EQ UN~ NON-REFLECTIVE (TYP.J 5 I I I I I I I I I I / DISTN«:E VARIES _I SEE SllE/HORIZONTAI. CONlROL PlJtl FOR SIDEWALK PllmRN J1':J" c;o -) A.lr\J TFD f-A\J-)1 '.:A-J c;vr; Fl'.)I , * (\l'.J P,Al<~II\I(_; & CL_,L.I\J A.II< \/LI IIC~LL '.J;L.PI IICS 4 _ I\ C ,J ::;,_:All STENCIL "NO DUMPING -DRAINS TO OCEAN" WITH THERMOPLASTIC ON PERIMETER CONCRETE SURFACE 26"x50" GRATE* ' 2.5" TYP. 6" INVERT ELEVATION {INV.) PER PLAN INVERT OF PIPES & CATCH BASIN TO BE FLUSH 48" 36"X60" RECTANGLE *GRATE & FRAME SHALL BE "ALHAMBRA FOUNDRY" NO. A-2012 {TRAFFIC-TYPE, PEDESTRIAN & BICYCLE-PROOF) OR APPROVED EQUAL. 6" PIPE(S) AS INDICATED ON PLAN REBAR 2-1/2" CLEAR (TYP.) 8" FACE OF CURB PER PLAN TC ELEVAllON FS ELEVATION -1 I -=---, -PROVIDE 3/4" ¢ PVC --, ,_ / r-PAVEMENT '--,,,,:r-.,-f,,---,'-------;'-,-- WEEP HOLES AT 10' O.C. WITH CONTINUOUS 6" DEEP x 6" WIDE -71:t:=k:::\ GRAVEL BACKFILL CONCRETE--rr #3 REBAR @ 24" O.C. (VERT) & #3 REBAR @ 12" 0.C. (HORIZ) WHERE CF EXCEEDS 8". LOCATE ALL BARS MIN. OF 2-1/2" CLEAR FROM FACE OF CONCRETE. • :z N--:::,; /'L'1 x:4Ef 1 :~~C)\C<IT-:-~-TC-: 15 Sir\ 7~:1 25------------1. BOTTOM OF CURB TO BE SET ON COMPACTED SUB-GRADE OR NATURAL UNDISTURBED SOIL. 2. FINISH ALL EXPOSED CONCRETE SURFACES SMOOTH. I\ c-TC SC/\I - SE 3. PROVIDE 1 /2" EXPANSION JOINTS @ 25' O.C. MAXIMUM AT CURVES, TANGENTS AND CORNERS. 4. CONCRETE SHAUL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (THE GREEN BOOK) AND THE SPECIFIC REQUIREMENTS OF THE GOVERNING AGENCY. NOTICE TO CONTRACTOR I I TC ELEVA llON R~1/2" FINISHED SURFACE o •~; O . TRUNCATED DOMES 0 0 //"" TRASH ENCLOSURE 30" 3/8" [HIKE-UP * 6 "j<:t:.C:WC>....<:I.J.:;-'-c::a,---- RAMP NOTES: ( AUL NOTES) {;: LANDSCAPE 1. LIGHT BROOM FINISH (TYP.) 2. MONOLITHIC CONCRETE ACCESSIBLE RAMP (3000 PSI) (TYP.) 3. lRUNCATED DOMES PER DETAIL 7 (TYP.) I < A. lv1 P I ) I A. I #3 REBAR @ 18" O.C. (VERT) & #3 REBAR 12· @ 18" O.C. (HORIZ) CONTINUOUS LOCATE ALL BARS MIN. OF 2-1 /2" CLEAR FROM FACE OF CONCRETE O" LIP ADJACENT TO CONC. 1/4" LIP ADJACENT TO AC PAVEMENT 2411 cm CF = 6" UNLESS NOTED OTHERWISE CURB DETAIL W/ 18cl,_S_TE_P_O~F~F_S_I_DE~W_A_L_K __ _ _ _ NOT TO SCALE 'I -'-1" I.:_ -'--1 I -1 1'--1 IL_ I _L_ I WI lq ,L ' l_ ' U . COMPACTED SOIL _/';'ill, ,LJ, ,L,, I_L_,, ill, ,l i=' -* CF = 6" EXCEPT WHERE NOTED OTHERWISE BOTTOM OF CURB & GUTTER MATCH ADJACENT SUBGRADE, OR EXTEND 8' MIN. BELOW FLOWLINE ELEVAllON. 8 NOTES 1. AIL CURBS & GUTTERS SHAUL BE PORR.AND CEMENT CONCRETE. c'£ GU I LI;: :~" I ll~L-Ul:'i l)_IAL ,L, \ L) :_:ul\C /_I_ ::..:u /l3 & CU I I LI< ADDITIONAL NOTES THE CONTRACTOR SHALl ASCERTAIN THE TRUE VERTICAL AND HORIZONTAL LOCATION ANO SIZE or All UTILITIES, PIPES, ANO/OR STRUCTURES AND SHALl BE RESPONSIBLE FOR DAMAGE TO ANY PUBLIC OR PRIVATE 2. CONSTRUCTION JOINTS AT 10 FOOT INlERVALS. 3. CONCRETE FOR CURBING SHAUL HAVE A MINIMUM COMPRESSIVE SlRENGTH OF 3000 P.S.I. AT 28 DAYS. 5. CONSlRUCTION STAKING Fffi CURBING INSTALLA Tl~ SHAUL BE REFERENCED (CUT al FILL) TO THE FACE OF CURB 6. AT CONlRACTOR'S OPTI~ THE GUTIER THICKNESS MAY BE INCREASED AT THE EDGE OF PAVEMENT TO MAKE BOTTOM OF GUTIER PARALILEL YtlTH PA\IING OF BASE COURSE. STENCIL "NO DUMPING -DRAINS TO OCEAN" WITH THERMOPLASTIC ON PERIMETER CONCRETE SURFACE TYP. 38"x38" GRATE* INVERT ELEVA llON (INV.) PER PLAN INVERT OF PIPES & CATCH BASIN TO BE FLUSH I 6" I 36" I 6" I : ' • 48" (SQUARE) ' • : *GRATE & FRAME SHALL BE "ALHAMBRA FOUNDRY' NO. A-2012 {TRAFFIC-TYPE, PEDESTRIAN & BICYCLE-PROOF) OR APPROVED EQUAL. 1/TILITIES, SHOWN OR NOT SHOWN HEREON. IIPClRTANT NOIIC[ Section -4216 of the Government Code requires a Dig Alert ldenffflcatlon Number be Tssued befon o •pem,lt to Excavate" wlll be ¥GIid. For your Dig Alert 1.0. Number call Underground Service Alert CALL 811 Two working days befol'l!II you dig. PIPE(S) AS INDICATED ON PLAN +. CON1RAC11~ JaNTS AT 10'-0' O.C. TOOl.£D 1/'r" (±1/16',-0) 'MOE, 1" OR MAX. D/+ DEEP MllCHEIIER IS GREATER. EXPANSI~ JaNTS AT 40' MAX. AND ALL P.C.'s. UNLESS APPRO~ OR INDICATED OTHERYtlSE ~ PLAN VIEW JOINT PATTERN. • BASE UNDER LA 'tMENT SHALL BE PLACED UNDER WAIJ(S CURBS AND GUTIERS AS REQUIRED BY THE SOILS ENGINEER AND PUBLIC AGENCY. CONlRACTOR SHALL VERIFY PRIOR TO CONSTRUCTION. PLAN PREPARED BY: JOSEPH C. TRUXAW AND ASSOCIATES, INC. Civil Engineers & La.nd Surueyors 1915 W. ORANGEWOOD AVENUE, SUITE 101 ORANGE, CA 92868 PHONE: (714) 935-0265 TRUXAW.COM I SgET I CITY OF CARLSBAD ENGINEERING DEPARTMENT GRADING PLANS FOR: CHICK-FIL-A #4306 GR2022-0026 SITE DETAIL 1 APPROVED: JASON S. ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 ~ 4 GELDERT DATE 26 1 DATE INITIAL DATE INITIAL DATE INITIAL DWN BY: SGC PROJECT NO. DRAWING NO. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHKD BY: 8JD RVWD BY: AMEND2019-0004 53B-3A DocuSign Envelope ID: 6563D02E-87FB-4341-BDC8-6B74F88DF958 9/12/2023 VAN ACCESSIBLE PARKING BLUE COLOR WHITE 'REFLECTIVE' COLOR BLUE 'REFLECTIVE' COLOR MANOR WHITE COLOR 2"x2" SQ. TUBING LETTERING STYLE TO BE HELVETICA MEDIUM PARKING ONLY PARKING ONLY 12A 12B ACCESSIBLE SIGN /W VAN ACCESSIBLE SIGN ACCESSIBLE SIGN 12D STOP SIGN & STANDARD MOUNTING POST WHITE 'REFLECTIVE' COLOR RED 'REFLECTIVE' COLOR MINIMUM FINE $250 MINIMUM FINE $250 'REFLECTIVE' CBC 11B-502.6.2 WHITE ISA PICTOGRAM SIGN TYPE "POT-R" MANOR WHITE COLOR 2"x2" SQ. TUBING LETTERING STYLE TO BE HELVETICA MEDIUM 1 2 3 WHITE ARROW SIGN TYPE "POT-F" SIGN TYPE "POT-L" GROUND CBC (SEE ABOVE) 12E GROUND GROUND EMBEDDED INTOCONC. FOOTING EMBEDDED INTO CONC. FOOTING 2"x2" SQ. TUBING EMBEDDED INTOCONC. FOOTING BY CFA CONTRACTOR" UNAUTHORIZED VEHICLES PARKED WHITE 'REFLECTIVE' COLOR (1"MIN.) 12C NOTE: "SIGNS PROVIDED AND INSTALLED NOT DISPLAYING DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED BY CALLING: BLUE 'REFLECTIVE' COLOR ACCESSIBLE INFORMATION SIGN MANOR WHITE COLOR 2"x2" SQ. TUBING 3PARKING STALLS PAVEMENT THICKNESS ASPHALTIC CONCRETE CLASS 2 AGGREGATE BASE 5 PAVEMENT SECTION TO BE APPROVED BY SOILS ENGINEER ACCESS AISLES 13B 13A 3 8 CONCRETE PAVEMENT/ SLAB APPLICATIONS ASPHALT PAVEMENT APPLICATIONS STEEL POST CAP. REMOVE FOR SIGN INSTALLATION 9.0 15.0 RATE PER COAT: PER GALLON. SURFACE PREPARATION: DIRT, AND OTHER FOREIGN AND IN SOUND CONDITION. TRAFFIC MARKING PAINT SURFACE MUST BE CLEAN, DRY, MATERIAL TO ENSURE ADEQUATE RECOMMENDED SPREADING REMOVE ALL OIL, DUST, GREASE, 100 SQ. FT./GAL APPROXIMATELY 320 LINEAL FEET OF STANDARD 4" STRIPE COVERAGE: DRY MILS: WET MILS: ADHESION. 2. 1. APPROXIMATE HANDICAP STRIPING SHALL BE 4" WIDE PAINTED LINES USING BLUE TRAFFIC PAINT. NOTE: PARKING STALL DIMENSIONING SHALL BE IN ACCORDANCE WITH APPLICABLE GOVERNING AUTHORITY'S STANDARDS FOR THE DIMENSIONING SHOWN ON THE SITE LAYOUT PLAN. NOTE: HANDICAP PARKING AND ACCESSIBLE AISLES SHALL NOT EXCEED 1:50 IN SLOPE IN ANY DIRECTION. IF ONLY ONE ACCESS ISLE IS INSTALLED, IT IS TO BE A VAN SIZE. 18 ' T Y P I C A L NOTE: STRIPING DETAILS TO COMPLY WITH SPECIFIC AGENCY REQUIREMENTS. 36" ON CENTER PAINT AT 4" WIDE PAINTED PARKING SPACE STRIPES, TYPICAL. COLOR: BLUE PAINT BOLLARD WITH SHERWIN WILLIAMS PRO INDUSTRIAL ACRYLIC (#SW6258) "TRICORN BLACK", EGG SHELL FINISH. 12" EXPANSION JOINT 4000 PSI COMPRESSIVE STRENGTH CONCRETE ** ** REQUIRED AT ALL JUNCTIONS WITH CONCRETE watch for vehicles 12G RED 'REFLECTIVE' COLOR WHITE 'REFLECTIVE' COLOR RED 'REFLECTIVE' COLOR WHITE 'REFLECTIVE' COLOR 12F pedestrian crosswalk NOTE: BOLLARD HEIGHT SHALL BE 5'-0" AT DRIVE-THRU WINDOW AND DUMPSTER ENCLOSURE * * PROPOSED CONCRETE CURB ** NOTE: RESTRIPE PARKING LOT 45 DAYS AFTER OPENING. 12'5'9' SIDEWALK LANDSCAPE 12A ACCESSIBLE SIGN ACCESSIBLE SIGN PER DET 12A/C-401 ACCESSIBLE SIGN PER DET 12B/C-401 TRUNCATED DOMES PER DET 7/SHT 11 53.12 FL 0" CF 53.09 FL 0" CF 53.07 FL 0" CF 53.07 FL 53.57 TC 53.02 FL 53.52 TC 53.44 FS 53.41 FS 53.39 FS 53.34 FS MATERIALS AND CONSTRUCTION PROCEDURES FOR CONCRETE PAVEMENT SHOULD BE IN ACCORDANCE WITH SECTION 40 OF THE CALTRANS STANDARD SPECIFICATIONS. SUBGRADE COMPACTED AS PER SOILS ENGINEERS RECOMMENDATIONS. PAVEMENT SECTION TO BE APPROVED BY SOILS ENGINEER ** **4,000 COMPRESSIVE STRENGTH CONCRETE PAVEMENT SECTIONS & REBAR TO BE DETERMINED BY THE SOILS ENGINEER & TO BE VERIFIED IN THE FIELD WITH THE R-VALUE TEST. GUTTER CROSS SLOPE TO BE LESS THAN 2%. NF -~~ i---7 _L-=;c⇒~=-~.// "ro ., / 1"R -_1i--~===;==::• ::/r ' I • ,.. ~, -!f--•-r,-~_ ....... - ~~ ----- I '2 ~ ..... ~~ , , I ' 24"f CONCRETE BASE~ !TYl'K'Jl I 12· 1 24"11 CONCRETE BASE~ !TYl'K'Jl I ,, __ __ * 6" DIA. STEEL PIPE (SCHEDULE 80) FILLED 'MlH CONCRETE ,,--... . -----11·. ANCHOR STEEL PIPE IN CONCRETE--\ FOOllNG, 2' x 2' x 2'-6" \ \ \ 22" IIN. IN DESIGNATED ACCESSIBLE SPACES _/ L< 17 INOl 10 SCAlE -· ... _, --.. , :;-. ·• .. -· ··- /::::::_~--~~-::· ~O" CURB FACE"----FINISHED --/ SURFACE--...___ ----R=1/4"_/ "- "---CONCRETE DRIVE APPROACH-----...._ D: \DRAWING FlLES\llllE SHEETS\IMPROVEMENT TITLE SHEET.DWG REVISED: 2/23/17 I SEE ™ PUN I SEE SIGNIGE PUN_ --, \ ' .. . -----.. wa1d,. far '11\ebffdet DJ CHARACTERS, SYMBOLS AND lHDR BACKGROUND SHALL HAIIE A NDN-GLARE FINISH. CHARACTERS AND SYMBOLS SHALL CONlRAST 1111H lHEIR BACKGRDUND 1111H DlHER UGHT CHARACTERS ON A DARK BACKGROUND 00 DARK CHARACTERS DN A LIGHT BACKGROUND. (CBC 118-703.5.1) (1] ~SUAL CHARACTERS DN SIGNS SHALL BE SELECTED FROM FONTS WHERE lHE I\IDlH OF THE UPPERCASE LETTER "O" IS 60t MINIMUM AND 11ot MAXIMUM OF lHE HEIGHT OF 1HE HDGHT OF lHE UPPERCASE LEmR "I". (CBC 118-703.5.4) QJ MINIMUM CHARACTER HEIGHT SHALL COMPLY 1111H TABLE 11B-703.5.5. ~EI\ING DISTANCE SHALL BE MEAS!JlED AS lHE HOOIZONTAL DISTANCE BETWEEN lHE CHARACTER AND AN OBSlRUCTION PREIIENTING FIJRlHER APPROACH TOWARDS lHE SIGN. CHARACTER HEIGHT SHALL BE BASED ON lHE UPPERCASE LETTER "I". (CBC 118-703.5.5, REFER TO ACCOMPAN~NG DETAILS FOR CHARACTER HEIGHT) l ' l / s· 11-703.5.1,-703.5.4 & -703.5.5 -□□□ et-¼---·· .. -·· -1-3'K3" SOU.ARE ALUMINUM TUBING EMBEDDED INTO CO\C. FOOTING i ' • - ' ' 12"11 CONCRETE ' BASE~ f POINTS OF-IN-TERSECTION ACCESSIBLE PATH OF TRAVEL - \.J ___ l' __ L-________ _ -~ / ) Q Q ""\,,.")'"" '"" Vn J J '-F 'w .._, \J '-' \J ' >o o o o o o ~o o o o o .<zo o o o o o o oo o o o o o, 0 0 0 0 0 0 b O O O O O O - >o 0 o 0 o 0 o 0 o 0 o 0 o 0 o 0 o 0 o 0 o 0 o 0 o 0 o' '\ r\ r\ .r\ ,... '""' r\ r\ r,, ·,.... ·,... ,... .... ,.., ' PARKING STALL *18 ACCESSIBLE PARKING ACCESSIBLE PARKING _I I ,,_11,, _I I, ,_I I ,,_I I,, _I I ,,_I I , _I I,, _I I ,, I ,, _I I, ,_11,, ,_I I,, _I ,,_111,, _I I,, _11,, ,_111,, l REMOVAL & REPLACEMENT OF CLASS 2 AGGREGATE BASE, PER---J CAL TRANS STD. SPEC 26-1.02A UNSUITABLE SUBGRADE MATERIAL AS SPECIFIED IN THE GEOTECHNICAL REPORT. & AS SPECIFIED BY SOILS ENGINEER. 13 SUBGRADE COMPACTED AS SPECIFIED PER SOILS ENGINEERS RECOMMENDATIONS. TO BE VERIFIED IN THE FIELD BY R-VALUE TEST. c; E ( -I n, ,. 1 ,, \ .. _/ \;I\J : 6" ---·-r· OIJC 2'1 114 RcdL~ I'--.----\\ AVAtABELAS· ?" J , -J.'4 Radius .... ..,,.- I f 8" 3' RO\JND-TCD -JRD 4' ROUND-TCD-.iRI) I SJOJ; VIEW 111'len r Rebllf) 2"0' l ,------,------., I 8"---1 ~8"----< 1---8" ----1 form a11;iclun..:nl holes I MODEL TCD-3RD forn1 at!achmcnt holes Thi~ dimension i~;:;,·11ikbk in_ h.\"() ~to~S FRONT VIEW SlZE:: 3" ROUND r 8'' Sec d1~,1 l,dow ro, ~,·ail11ble ~iu, a.id -2'' I----p:in: l\1.Jl\1b-;:r! -2'' - ,__ ____ 1211 -----, I CURB-0-LET DETATL PRODUCT SPECIFICATION -CURB-0-LET PRODUCT LIST ROUND (ROOF DRAfNl (OVERFLOW ORAlN) REMARKS EQUlV_ LABEL MODEL NUMBER LABEL MODEL l\.llJMBER 3'" TCD-3RD·RFD TCD-3Rb.()FD 1-----t------+---+--------t--------.i----"""' _______ , TCIHRD 4" ROUND TCD-4RD·RFD TCD•4RD-OFD TCD-35 TCD-35-RfD TCD-JS-OFD TCD-38 3"x8" 5' TCD-38-RFD TCD-38-OFD >-----+-----+---+---------+--------+---~·-------- TCD-312 3"x12" 6'" TCD-312-OFD TCD•414 4"xl4" 8'" TCD-414-RFD TCD-317 J":d7" ... TCD-T17-0f.D .I-T_CD_32_7_+-_3_",_2_1·_-+_1_0_"-+--T-C:D_-_n_,_·R_F_D_--f ___ rr_D_-_J2_1-_o_FD __ .j-----------~· TCD-422 10" TCD-422-RFD TCD-422-0FD ALL CLTR.fi-0-LET PRODUCT'S ARE MANUFACTURED TO CLOSE TOLCRANCES. VERY SUGHT VARJAT[ONS IN SIZE ARE POSSTBLE. CURB-O-LET FITS STANDARD 6" AND 8" CURO FACE. FPOXY COATlNO FJNJSHES AVAILABLE ON REQUEST. ~ zom: CV.TE R~SION DESCRIPTIOr-l B'r' ctro RECTANGULAR STEEL PIPE AND FITTINGS. CURB-O-LET Thru The Cllrb Dra r, j 9421 MOfllerey A!Je. ~llftol',er, CA. 90706 -Office (714)903-246!! .., "' 53 I I\J [·• -,Jc:: I [', -\i',_i ,_J /_I\,_,,_,., LK DR ASPHALT PAVEMENT -, #3 REBAR 18" ON-CENTER, AND BASE COURSE \ ' BOTH WAYS PLACED AT MID-HEIGHT. \ \ / SET ON DOBIES 15 SONSRETE APRJN@ TRASf- C :J I\I '.: R =-I l f-) /"'--I 1\I '._: 1 1 6 1-I __ 1_) =_~ J_\;_'~_n ___ T_r~-,J I,_,' __ I_,._ r_1~_1'~_F __ _ . . I\J,, ~,, ~,\,/-\ i------.,''----++---~_i . ' I II ~ I 11 ----1----7,----- 1 I ' . I I I I F t----j-- -B E -'-ttl ==a=I ====1.-li.bl W==~==W HUB PIPE DETAIL PRODUCT SPECIFICATION -HlJB PIPE PRODUCT LIST PRODUCT DIMENSIONS MODEL DJ1.1ENSIONS ROIJND ROIJNDTRANSVERSE i\ l,QIJIV. AREA. (S(). IN.) B C D E F CP-SP305H 3"x5"x5' 4" 12.724 5.269" J.269" 10 GA. 5.5" 3" CP-SP3081 I 3"xH"x5' 5" 20.040 8.269" J .269" IO GA. 8.5" 3.5" J" CP-SPJ 121-1 J"x 12"x5' h" 12.269'' 3.269'' 10 GA. 12.5" 3.5" 3" CP-SP317H 3"x17"x5' 8'" 50.014 17.269" 3.269" IO GA. 17.50" 3.5'' 3" CP-SP414ll 4"xl4"x5' 8" 50.014 14.2(,9" 4.2()9" 10 nA. 14.50" 4.5" 4" .. CP-SPU7H 3''x27"x5' 78.814 27.269" 3.269" 10 GA. 27 . .SO" ].5" l" C:P-SP422H 4"x22"x5' 10" 78.814 22.269 4.269" 10 GA. 22.50" 4.5" 4" ¼A.TERIAL: IO GAUGE GALVANIZED A653 G90 MEETS ASTM A-653. TENSILE STRENGTH 50,000.U YIELD 36,000. ALL WELDS WILL DD SPRAYCD, ROI.l,EDOR nRUSIIPD WlTII fiAl,VANl7Jm #90 COATINCi. R..ECf'ANGllLAR CONNECTION: MASTIC, CAlH .KING, F.POXY RlNDlN(l OR OTHF:R APPROVED MFTHOD. ROUNDCUNNECTlON: CAST IRON/PLASTIC Pin: CONNl·:CTION u s1,: Ci\ST IRON OH ]'I.ASTIC TO SThFI, COUPLINGS. ( G S" 8" 12" l T' 14" 27'' 0 Cur. ri-Oj',JetTM Rtv ZON~ DATE REVISION DESCRIFTION RECTANGULAR STEEL PIPE AND FJTTfNGS. HUB PIPE BY CK'D Thru The Curb Dra u I 94~1 Monterey Ave, l)eilflower, CA. 90YOG • Office (114J90:;1.24fi8 ' ---1 08/18/16 "' J8 • NOTICE TO CONTRACTOR THE CONTRACTOR SHAil ASCERTAIN THE TRUE VERTICAL AND HORIZONTAL LOCATION AND SIZE OF All UTILITIES, PIPES, AND/OR STRIJCTIJRES AND SHAil BE RESPONSIBLE FOR DAMAGE TO ANY PUBLIC OR PRIVATE t----+---+--------------+-----+----+--------1 I s1H0EET I CITY o F CARLSBAD ~4 ~=='...':::::==E=NG=l=N=EE=R=IN=G=D=E=P=AR=TM=E=N=T==::::'...':W:_j:::::::::::::::==: PLAN PREPARED BY: JOSEPH C. TRUXAW AND ASSOCIATES, INC. Civil Engineers cl: Land Surveyors 1915 W. ORANGEWOOD AVENUE, SUITE 101 ORANGE, CA 92868 PHONE: (714) 935-0265 TRUXAW.COt.t UTILITIES, SHOWN OR NOT SHOWN HEREON. llll'OlfTANT NOTICE Section 4216 of the Government Code requires a Dig Alert Identification Number be Issued before a "Permit to Exccm:ift" wlll be vaDd. ror your Dig Alert I.D. Number call Underground Service Alert CAil B11 ~ working days before you dig. /1\ DATE INITlAL DA TE INITlAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DA TE INITlAL CITY APPROVAL GRADING PLANS FOR: CHICK-FIL-A #4306 GR2022-0026 SITE DETAIL 2 APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 DATE DWN BY: SGC CHKD BY: R,JP RVWD BY: PROJECT NO. AMEND2019-0004 DRAWING NO. 53B-3A DocuSign Envelope ID: 6563D02E-87FB-4341-BDC8-6B74F88DF958 9/12/2023 SPECIFIER CHART FF-16D FF-18D INLET ID 16" X 16" GRATE OD 18" X 18" COMMENTS GRATED INLET FF-1836SD 18" X 18" 20" X 20" COMBINATION INLETFF-1836DGO 18" X 36" 18" X 40" 18" X 36" 18" X 40" FF-24D 24" X 24" 26" X 26" 24" X 36" 24" X 40" 24" X 24" 18" X 26" 24" X 36" 24" X 40" 36" X 36" 36" X 40" MODEL COMBINATION INLET COMBINATION INLET GRATED INLET GRATED INLET GRATED INLET GRATED INLETFF-2436SD FF-24DGO FF-2436DGO FF-36D (2 PIECE) STAINLESS STEEL FILTER FRAME WITH RUBBER GASKET. POLYPROPYLENE GEOTEXTILE FILTER ELEMENT. CATCH BASIN. (BY OTHERS) STAINLESS STEEL SUPPORT HOOK. FOUR EACH. FOSSIL ROCK ABSORBANT POUCHES FOUR EACH. GRATE. (BY OTHERS) 36" X 48" 40" X 48"FF-3648D (2 PIECE) GRATED INLET GRATED INLET FF-12D 12" X 12" 15" X 15"GRATED INLET SHEET 1 OF 2 DRAWING NO. FG-0001 DATE JPR 12/18/06 REV ECO E ECO-0142 JPR 7/13/16 FloGardd Catch Basin Insert Filter Grated Inlet Style 7921 Southpark Plaza, Suite 200 | Littleton, CO | 80120 | Ph: 800.579.8819 | oldcastlestormwater.com Stormwater Solutions d Inlet Filtration NOTES: 1. Filter insert shall have a high flow bypass feature. 2. Filter support frame shall be constructed from stainless steel Type 304. 3. Filter medium shall be Fossil Rockf, installed and maintained in accordance with manufacturer specifications. 4. Storage capacity reflects 80% of maximum solids collection prior to impeding filtering bypass. CONCRETE DROP INLET. (BY OTHERS) CONCRETE DROP INLET. (BY OTHERS) FOSSIL ROCKf ABSORBANT POUCHES. SECTION VIEW PAVEMENT SURFACE. 8.50" PAVEMENT SURFACE. (BY OTHERS) FILTER FRAME. RUBBER GASKET. GRATE FRAME. (GRATE NOT SHOWN FOR CLARITY) FOSSIL ROCKf ABSORBANT POUCHES. OUTLET REFER TO SPECIFIER CHART FOR CATCH BASIN & FILTER SIZING. SEE SHEET 1 OF 2. SHEET 2 OF 2 DRAWING NO. FG-0001 DATE JPR 12/18/06 REV ECO E ECO-0142 JPR 7/13/16 7921 Southpark Plaza, Suite 200 | Littleton, CO | 80120 | Ph: 800.579.8819 | oldcastlestormwater.com Stormwater Solutions dFloGardd Catch Basin Insert Filter Grated Inlet StyleInlet Filtration NF ,. I 1\.13-F L • ,. I M2-H L• ,. M1-G M1-~ • DESIGN NOTES 1 2. 3. 4 5. 6. LIVE LOADING CRITERIA· A. AASHTO HS-20-44 DESIGN TRUCK (WITH IMPACT AT 0.50FT MINIMUM COVER) B LATERAL LIVE LOAD SURCHARGE: 80 PSF (TO 8.00FT DEPTH) C. NO LATERAL SURCHARGE(S) FROM ANY ADJACENT BUILDINGS, WALLS, FOUNDATIONS. OR ANY ADDITIONAL SITE ELEMENTS. SOIL LOADING CRITERIA: A. SOIL COVER DEPTH: 0,50FT (M IN.) - 5.00FT (MAX.) B SOIL UNIT WEIGHT: 120 PCF c. ASSUMED WATER TABLE ELEVATION: BELOW BOTTOM OF PRECAST D REQUIRED ALLOWABLE BEARING PRESSURE 2,500 PSF E. EQUIVALENT LATERAL FLUID PRESSURE, ACTIVE: 45 PCF (DRAINED) F. EQUIVALENT LATERAL FLUID PRESSURE, AT-REST: 60 PCF (DRAINED) G EQUIVALENT LATERAL FLUID PRESSURE, PASSIVE: 150 PCF (DRAINED) H. ASSUMED COEFFICIENT OF FRICTION: 0.40 I SEISMIC LATERAL EARTH PRESSURES: NOT APPLICABLE STORMCAPTURE MODULE TYPE: RETENTION (SOIL TIGHT). CONCRETE (NORMAL WEIGHT)· A. MIN. 28-DAY COMPRESSIVE STRENGTH: 6,000 PSI B CEMENT: ASTM C150 STEEL RE INFORCEMENT: ASTM A615 / A706 (GRADE 60), ASTM A1064 (GRADE 80) REFERENCE STANDARDS: ASTM C913 & C890, ACI 318-14 ~ 0 0 9 (!) LJ.. . • ... · ... ,. I M15-F L • • • • • • • • • M4-K I M5-K M6-K M7-B r.@1 • • • • • • • • .7 lllJ I M6-P1 •J •l I •J 96'-1¼" (INCLUDES 1/4" GAP PER SECTION) PLAN VIEW SCALE: 1116" = 1'-0" ·. ...~. --· .~-.~-~.--.-.-... -.. -.~ ... ~~:"" .. ~ •• -.. -.-<,. D: DRAWING FlLES TITLE SHEETS IMPROVEMENT TITLE SHEET.DWG REVISED: 2 23 17 •:.• 4!\ _.· •••• .-...... : • • ... .ti . • .. : .,· • -•.. •' ; .. -~- . ... : • • •• "I . .d· .. • .. Oo1c1cast1e TllSIXx:UIJENT ISTHE PRCPEIITY OF mm:ASTLE PRECAST, INC. rT 13 SLllMITTED FOR REFE~ENCE PLRPQSEll ONLY AN□ !liALL NOT IE USED IN />JfYWA.'I" INJlH□US TO THE llffEREfilll OF BAil CDWANY. COPYRIClHTC 2016 CllDCA!ITI.E Pll:CABT INC. .oJ.L Rl~Hra ~ED 41 . • • • MODULE NOTES TYPE QUANTITY HEIGHT B 1 2.00' D 1 2.00' F 3 2.00' G 2 2.00' H 5 2.00' K 3 200' TOTAL 15 VOLUME 3,188 CUBIC FEET M14-P1 PIPE SCHEDULE PIPE SIZE INVERT M1-P1 12" PVC 48.83' ,. • M14-P1 12" RCP 48.83' I M14-G I M6-P1 12" HOPE 0.00' L• •J MANHOLE SCHEDULE ,. .7 M13-H MANHOLE I TIPE I RIM I I M6-M1 30" DIA. F&C 0.00' L• •J Steps ,. .7 I M12-H I L• •J z ,. .7 0 " M11-H 0 I I w C L• •J " w " ,. .7 " < I M10-H I C ;; L• •J ro w • .7 □ a M9-D I d z • •J ~ • .7 N ' M8-F I • •J I I REV I DESCRIPTION I DATE 0 Olde ■Ille Infrastructure· ·--Ph, e::0.07"·"''" I •,,~·.rn'dca,1·,,;;mash,c'."ca.comim,n-..,,e, Th IS DOCUMECH IS rHE FROPERr~ OF o_CGASlLE lrSFSAS RL~ URE, INC IT 18 GOf<FIDEN-IM . SUBMITTED FOP. REFERH CS PURPOSES O~LY AND SHALL f<U I UL USLU N ~,,y WAY IO!Ul<l'WLS I W I HL 10 I Ll<LS IS U , '.! < '.SITI l·)UT T IC ·:m ,-r cN PCCIJl3Sll)N er 01.nC,ICTLC Nr.~M T"UCTIJOC. IS(: C•~F'Yf'IGhT:,; 2•J23 OLOCA3-LE J'<FSASTRUCTI!RE. l~C. ALL R:CKr3 RESERVED STORMCAPTURE@ I SVSfH,i ~ J'L.-\f<-~ RETENTION SYSTEM 1 ♦· GIJSTOMER @) T ruxaw and Associates s JCB NAME' JOB NUMBER CFA Carlsbad -Vault n~TE i I ~"'-'·' I """''"' I •""•'""'" 1 c o,:,seo S.Lcsc:,,ne< 8/23.'2023 -• • • -. Ut<Pil! NG ~A\1E SH,e, IJ~le11l;u,1I SC1 2-0 1 OF 3 1,,mtrnl'on 27 -1--................................... ~ ................................. ...... - Fl L TER Oo1dcastle TIHS IJOCIJl<ENT IS THE PRCl'ERTY ll=OLOCASTLE F'RECAST, INC. rr ,ssue .. TTED FOR RffERENCE PURPOSES ONL y AICISHALL NOT BE USED IN mi WAYWURIO\JS TO THE IITBIESTS OF SAID COMIWf{. COPYRIGIIT021l18 OI.DCASTlE PRECAST, INC. AU. RIGKTS RESERVED 18" RCP 48_83 INV-OUT 15" PVC 12" SDR-35 PVC PIPE FROM BIOFIL TRATION BASIN ::; IC /I\/ C:AJ-' I U <I \/ A.U I I'< ~,C;T TC! :iCfal 1 PLAN PREPARED BY: D "' < BASIN 1 GRATE: 51.98' BASIN 2 GRATE: 52.30' D "' < -ffi------------------------------.-t=""'f~ "' w 0.16' NOTCH WIDTH 0 OJ • w 0, w .., "' 0 lL .., "' 0 LL A A 80 N O f O // TOTAL: 15 TANKS (7'X15') EA 0.40' NOTCH HEIGHT 4-...' ~~-..---- 1 ,1 v I 18"¢ OUTLET PIPE-Z=~~~:~-=--=i:; 100-YR W.S.E. // 100-YR W.S.E. 15" END CAP WITH 1 /2" ORIFICE DIAMETER 15" PVC TEE I I \JI I ,.-,_, . ,_) OUTLET STRUCTURE, SEE SECTION A-A. 1 /2" ORIFICE DIAMETER 48.83 INV-IN SECTION A-A 12'' SDR-35 PVC PIPE FROM BIOFIL TRATION BASIN I I I I L _________ J I I : 15' : ~---------, I I I I I I I I r---------1 I I , I I 0) I I '<t-L _________ J I I I I I I I I 1 00-YR W. S.E. 15"¢ RISER PIPE c--------+---------, 15' ii I I • • 11 JO'I I • VARIES - 'ix, • N 'i-,, NATIVE SOIL NOTES: 90' SIZE VARIES 18" REINFORCED CONCRETE PIPE PIPE TO EXISTING CURB INLET EL. VARIES ~ VARIES OUTLET PIPE DIA. PER PLAN MEDIA LA YER SHALL CONSIST OF 60% TO 80% BY VOLUME SAND, UP TO 20% BY VOLUME TOPSOIL, AND UP TO 20% BY VOLUME COMPOST. SEE SECTION 803-2.1 OF lHE SAN DIEGO COUNTY BMP DESIGN MANUAL NOTICE TO CONTRACTOR THE COIITRACTOR SHALL ASCERTAIN THE TRUE VERTICAL AND HORIZONTAL LOCATION AND SIZE OF ALL UTIUTIES, PIPES, AND/OR STRUCTURES AND SHALL BE RESPONSIBLE FOR DAMAGE TO ANY PUBLIC OR PRIVATE UTILITIES, SHOWN OR NOT SHOWN HEREON. IMPORTANT NOl1CE Section <1216 of th1 Govemment Code requires a Dig Alert ldentifiootion Number be issued before a "Permit to Excavate" wlll be volld. ror your Dig Alert I.D. Number call Underground Ser,lce Alert CALL 811 Two working days before you dig . I sr1ET I CITY OF CARLSBAD ~ 4 ENGINEERING DEPARTMENT GRADING PLANS FOR: CHICK-FIL-A #4306 GR2022-0026 SITE DETAIL 3 JOSEPH C. TRUXAW AND ASSOCIATES, INC. APPROVED: JASON S. GELDERT Civil Engineers 8: Land Surveyors 1915 W. ORANGEWOOD AVENUE, SUITE 101 ORANGE, CA 92868 PHONE: (714) 935-0265 TRUXAW.COM DA TE INITIAL ENGINEER OF WORK 1 REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 DATE OWN BY: SGC PROJECT NO. DRAWING NO. CHKD BY: BJl:l RVWD BY: AMEND2019-0004 538-3A DocuSign Envelope ID: 6563D02E-87FB-4341-BDC8-6B74F88DF958 9/12/2023 NF REVIEWING NOTES 1 THIS SYSTEM HAS BEEN DESIGNED PER THE DESIGN PARAMETERS SPECIFIED IN THE DESIGN NOTES. REVIEWING ENGINEER SHALL VERIFY THAT THESE PARAMETERS MEET OR EXCEED PROJECT SPECIFIC REQUIREMENTS. IF SITE CONDITIONS DIFFER FROM NOTED DESIGN PARAMETERS, REVIEWING ENGINEER SHALL NOTIFY OLDCASTLE FOR POTENTIAL REDESIGN AND/OR PRICING ADJUSTMENTS 2, REVI EWING ENGINEER SHALL VERIFY ALL PIPE PENETRATION LOCATIONS, SIZES, AND INVERTS. 3. REVI EWING ENGINEER SHALL VERIFY ALL MANWAY ACCESS LOCATIONS AND RIM ELEVATIONS. 4. THIS SYSTEM IS DESIGNED FOR A GROUNDWATER TABLE ELEVATION PER DESIGN NOTE 2C, SHEET 1. REVIEWING ENGINEER SHALL VERIFY THAT THE DESIGN GROUNDWATER ELEVATION MEETS OR EXCEEDS SITE CONDITION REQUIREMENTS, NOTIFY OLDCASTLE IF SITE CONDITIONS VARY FROM WHAT HAS BEEN SPECIFIED FOR POTENTIAL SYSTEM DESIGN CHANGES AND/OR PRICING ADJUSTMENTS 5. STORMCAPTURE MODULES ARE NOT WATERTIGHT. IF A WATERTIGHT SOLUTION IS REQUIRED, CONTACT OLDCASTLE FOR RECOMMENDATIONS. THE WATERTIGHT APPLICATION TO BE PROVIDED AND IMPLEMENTED BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT THE SELECTED WATERTIGHT SOLUTION PERFORMS AS SPECIFIED BY THE MANUFACTURER. 6 DESIGN OF THE STORMCAPTURE PRECAST MODULE SYSTEM ASSUMES NO ADJACENT BUILDING(S), WALL(S), OR STRUCTURAL FOUNDATION(S) WITHIN A 1 :1 INFLUENCE LINE FROM THE BOTTOM EDGE OF ANY SYSTEM MODULE. ANY SITE ELEMENTS BEYOND THIS ZONE OF INFLUENCE ARE ASSUMED TO HAVE NO IMPACT ON THE SYSTEM AND EXERT ZERO LATERAL SURCHARGE ONTO THE MODULES. THE CONTRACTOR SHALL VERIFY THAT ANY ADJACENT BUILDING(S), WALL(S), OR STRUCTURAL FOUNDATION(S) DO NOT LIE WITHIN THIS INFLUENCE ZONE OR DO NOT SURCHARGE THE PRECAST MODULES. rPAVING!OVERBURDEN, BY CONTRACTOR STORMCAPTURE MODULES BY OLOCASTLE INFRASTRUCTURE GEOTEXTILE FABRIC TO EXTEND 1' MINIMUM UP SIDES OF SYSTEM. GEOTEXTILE FABRIC, SEE INSTALLATION GUIDE. D: DRAWING FlLES TITLE SHEETS IMPROVEMENT TITLE SHEET.DWG REVISED: 2 23 17 CONTRACTOR TO ENSURE ADE QUA TE BEARING SURFACE PROVIDED IN ACCORDANCE WITH PROJECT SPECIFICATIONS. TYPICAL ELEVATION NTS 7. 8 WRITTEN APPROVAL OF SUBMITTAL DRAWINGS ALONG WITH SIGNED PURCHASE ORDER REQUIRED FOR BEGINNING OF PRODUCT FABRICATION ANY SYSTEM MODIFICATION POST-APPROVAL MAY RESULT IN CHANGE ORDER(S) AND/OR POTENTIAL DELIVERY DELAYS ALL SAND FI LTER MEDIA, DRAIN ROCK AGGREGATE, PIPE; AND FITTINGS PROVIDE□ BY CONTRACTOR. HS-20 RATED MANWAY ACCESS WITH DRILLED IN STEPS AND RISERS/GRADE RINGS AS REQUIRED TO STEPS INSIDE VAULT INSTALLED BY OLDCASTLE INFRASTRUCTURE 0 12" OPENINGS, TYPICAL GRADE 01'"VENT HOLE ONE SIDE ONLY. COMPACTED Fl LL, SEE INSTALLATION GUIDE BY OTHERS @) . . Odenl,on 1nfi1tra1on MIN TO MAX ALLOWABLE RIM RANGE: 51.RS'-56.35' 0.50' MIN COVER 5.00" MAX COVER REV DESCRIPTION DATE 0 Olde■ IL, 11 lfrastructure· ·--Ph: ao0.579.Ba19 w.w·.a';cestle<ifiaslr Jctlre com/scormwater -HI£ DOCUl.<CST IS TII[ PROPCOTY o-OLDCAOaTCE l~rnASTRUCTUR[. INC IT IS ~O•<ftDEl<Tl,\L, ~"B .. ITTE:l FQR REFeRENCS OJR~OSES OSLV .~ND SHALL No r BS USED IN AHY WAY IU URIOUS TO THE lt.TERSSTS CF, OR ·.o,-w,ur H E wo,-rcN PEO,IISS'ON ,)> OcDc~q LE INF.~;,,;1ol•CT JRE, lt.C """'"'"~ I ~· '"" -~LUV ,~, ,_. IN.•kfoS I au<; I u••, IS•~. ,, L "·"·"Is ••s•••JOU STORMCAPTURE ® RETENTION SYSTEM GllSTUMCI< Truxaw and Associates JOllNM.1E CFA Carlsbad -Vault CATE 7,11212023 SC1 2-0 27 8YSTEMID IOfl NIJMBER CHcGKEU C/J.CS<JRDEP. 2 OF 3 INSTALLATION NOTES 1. UNDERGROUND PRECAST CONCRETE SYSTEM INSTALLATION SHALL BE PER ASTM C891, ''STANDARD PRACTICE FOR INSTALLATION OF UNDERGROUND PRECAST CONCRETE UTILITY STRUCTURES" AND PER OLDCASTLE. 2. MODULE SUBBASE OR SUBGRADE SHALL BE LEVEUSCREEDED AND COMPACTED ADEQUATELY FOR REQUIRED BEARING CAPACITY PER DESIGN NOTE 2D, SHEET 1 CONTRACTOR AND/OR INSTALLING SUB-CONTRACTOR SHALL VERIFY THAT SOIL BEARING CONDITIONS MEET OR EXCEED DESIGN REQUIRED MINIMUMS PRIOR TO PLACEMENT AND INSTALLATION OF MODULES. 3. ANY CONSTRUCTION EQUIPMENT EXCEEDING NOTED DESIGN LOADING IS NOT PERMITTED OVER OR ADJACENT TO ANY MODULE WITHOUT FORMAL REVIEW AND WRITTEN APPROVAL BY OLDCASTLE ENGINEERING, ELSE PRODUCT WARRANTY MAY BE VOIDED. ANY DESIGN CONSTRAINT EXCEEDING THE DESIGN PARAMETERS NOTED ABOVE MAY REQUIRE CUSTOM STRUCTURAL DESIGN, SUBGRADE REVISIONS, AND/OR PRICING ADJUSTMENTS. 4 HEAVY VIBRATORY COMPACTION EQUIPMENT SHALL NOT BE OPERATED WITHIN 10 FEET OF MODULE EXTERIOR 5. MINIMUM OF 0.50FT OF SOIL COVER REQUIRED FOR CONSTRUCTION EQUIPMENT OPERATION ON TOP OF SYSTEM. IT IS THE RESPONSIBILITY OF THE CONTRACTOR AND INSTALLING SUB-CONSTRACTOR TO ENSURE THAT NO MODULES ARE DAMAGED DURING CONSTRUCTION. 6. UNLESS NOTED OTHERWISE. ALL PIPE SUPPLIED AND INSTALLED BY OTHERS. 7. CONTRACTOR MAY MODIFY AT RISK ANY OLDCASTLE PRODUCT{S) IN THE FIELD OR AFTER DELIVERY WITHOUT FORMAL REVIEW AND WRITTEN APPROVAL BY OLDCASTLE ENGINEERING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT ANY PRODUCT MODIFICATIONS DO NOT INVALIDATE THE PRODUCT WARRANTY. 8. MODULE PLACEMENT FIELD TOLERANCES SHALL NOT EXCEED 3/4" BETWEEN ADJACENT MODULES. IF MODULE GAP EXCEEDS 3/4". CONTRACTOR SHALL MAKE NECESSARY ADJUSTMENTS AND RESET MODULE(S) TO BRING WITHIN NOTED TOLERANCES. 9. CONTRACTOR IS RESPONSIBLE FOR PRODUCTS ONCE DELIVERED TO THE SITE. OLDCASTLE IS NOT RESPONSIBLE FOR OFFLOADING PRODUCTS, MAINTENANCE, AND INSTALLATION OF PRODUCTS ONCE THEY ARRIVE TO THE SITE 10. CONTRACTOR SHALL INSTALL SYSTEM PER PROJECT WATERPROOFING AND SOIL TIGHTNESS REQUIREMENTS. WATERPROOFING AND SOIL TIGHTNESS INSTALLATION IS NOT BY OLDCASTLE AND OLDCASTLE WILL PROVIDE NO GUARANTEE FOR THIS COMPONENT OF SYSTEM INSTALLATION. 8" MIN. WIDE STRIP OF SELF-ADHESIVE OVER ENTIRE JOIN PROVIDE MIN.1' OVERLAP WHEN CONNECTING STRIPS. JOINT WRAP SUPPLIED BY OLDCASTLE AND INSTALLED BY OTHERS SEE INSTALLATION NOTES B & 10. KEYWAYS MUST BE FREE OF DIRT. ROCKS, AND WATER. ROCKS AND DIRT PREVENT THE VAULT SECTIONS FROM SEATING AND SEALING PROPERLY REMOVE ALL PROTECTIVE PAPER FROM RUBBER SEALANT MATERIAL. SPLICE RUBBER SEALANT MATERIAL WITH A '"SIDE BY SIDE"' JOINT, AWAY FROM CORNERS. CORNER SPLICING WILL NOT SEAL PROPERLY CORRECT -INSTALL RUBBER SEALANT MATERIAL ,\TTHE OUTER EDGE OF THE KEYWAY. RUBBER SEALANT SHOULD BE CONTINUOUS AROUND CORNERS INCORRECT -DO NOT OVERLAP THE RUBBER SEALANT MATERIAL AT SPLICE. INCORRECT -DO NOT SPLICE RUBBER SEALANT MATERIAL AT A CORNER. RUBBER SEALANT SHOULD BE CONTINUOUS AROUND CORNERS BUTYL RUBBER SEALANT (CONSEAL CS-102 OR EQUAL) PLACEMENT DETAIL NTS MAXIMUM EQUIPMENT OPERATING WEIGHT (OW) BY TRACK WIDTH TRACK WIDTH 12" 18" 24" 30" MIN TRACK LENGTH 8'-0" 10'-0" 12'-0" 14'-0" FILL DEPTH (FT) OW (LBS) OW (LBS) OW (LBS) OW (LBS) 0.5 35,000 45,000 52,500 54,500 1 35,000 45,000 56,000 60,500 2 35,000 45,000 56,000 64,000 3 76,000 78.500 83,500 88,000 4 94,000 100,000 106,000 113.000 5 100,000 116,000 132,000 149,000 NOTES: 1. IF CONSTRUCTION EQUIPMENT EXCEEDS THE ABOVE OPERATING WEIGHT LIMITS REFER TO INSTALLATION NOTE 3. 2. FOR WHEELED CONSTRUCTION EQUIPMENT LIMITS REFER TO INSTALLATION NOTE 3 3. MINIMUM AXLE SPACING FOR ALL TRACK WIDTHS IS 6'-0". FILL JOINT WITH 1 COAT OF CONSEAL CS-1500. OR EQUIVALENT (:l" OVERLAP EACH SIDE) 1!4" MIN TO 3,'8" MAX RECESS CITED SPRAY FOAM ADJACENT STORMCAPTURE MODULES. SC.i'\LE "GAP MIN. "MAX BETWEEN STRUCTURES MODULE JOINT DETAIL SCALE: 1/2" = 1"-0" UI PLAN PREPARED BY: JOSEPH C. TRUXAW AND ASSOCIATES, INC. Civil EngineeTs .t: La.nd Surveyors 1915 W. ORANGEWOOD AVENUE, SUITE 101 ORANGE, CA 92868 PHONE: (714) 935-0265 TRUXAW,COt.t INTERIOR JOINT SEAL DETAIL N.T.S. 1 DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL 4-WAY SLINGS WITH MIN. 10' LEGS. 8T RING CLUTCH BY MEADOW BURKE 4-WAY SLINGS WITH MIN. 10' LEGS. BT RING CLUTCH BY MEADOW BURKE LINK SLAB LIFTING DETAIL BOTTOM MODULE LIFTING DETAIL N.T.S DATE INITIAL CITY APPROVAL Dc·tootiun/ lntillralion NT.S 4-WAY SLINGS WITH MIN. 10' LEGS 8T RING CLUTCH BY MEADOW BURKE TOP MODULE LIFTING DETAIL N.T.S REV DESCRIPTION DATE 0 Oldc■stle Infrastructure· ·-- I HIS U~>.:~r<SN I t$ I HS PK<>e aK I Y C'-ULUC,\S I LS I N:-H,\~ I KUC' I UkS, IN~ Ir Is ~ONrl ocr; fl,\L, f UDMITTC D FOR RC re RCNCC ~URPOSC$ ONL y ,\ND 5~~•-L NO-BS USEC IN A"Y WAY IN,'JRIOU$ TO THS INTE~EQTS ·)F, (.'R W ,w,,JT THC WRITTeN rrn r-11cs1riN 0, (lL~r..,,.ne 1~rnAP-rnL1r.T.JRC l>JC COPYR 3H-iC 2023 o.u-c.,n ,.E IN,0R'-STRUCTURE IN·~ .. ~LC RIGHTS REGES>'SD STORMCAPTURE@ RETENTION SYSTEM CUSTOW.ER Truxaw and Associates J06 NM,IE CFA Carlsbad -Vault f,YOT[M I) JCS NUMBER: CHlCKtll S/!J.bOIUCI< 7112/2023 SC1 2-0 3 OF 3 NOTICE TO CONTRACTOR THE CONTRACTOR SHAil ASCERTAIN THE TRUE VERTICAL AND HORIZONTAL LOCATION AND SIZE OF ALL UTILITIES, PIPES, AND/OR STRUCT\IRES AND SHALL BE RESPONSIBLE FOR DAMAGE TO ANY PUBLIC OR PRIVATE UTIUTIES, SHOWN OR NOT SHOWN HEREON, IMPOIITAIII N011CE Section 4216 of the Government Code requires a Dig Alert Identification Number be Issued before a "Pennlt to Exc:avate" wlll be YC:11!d. F'or your Dig Alert 1.0. Number call Underground Service Alert CAil 811 Two working dars befor. you dig. I sr2T I CITY OF CARLSBAD ~ 4 ENGINEERING DEPARTMENT GRADING PLANS FOR: CHICK-FIL-A #4306 GR2022-0026 SITE DETAIL 4 APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9/3D/24 DATE OWN BY: SGC PROJECT NO, DRAWING NO. CHKD BY: BJl:l RVWD BY: AMEND2019-0004 538-3A DocuSign Envelope ID: 6563D02E-87FB-4341-BDC8-6B74F88DF958 9/12/2023 "AS BUILT" DATE INSPECTOR DATE REVIEWED BY: * *INCLUDES 0.132 ACRES OF OFFSITE DRAINAGE AREAS OUTSIDE OF DISTURBED AREA (OFFSITE DRAINAGE AREAS 1 & 2) * * PERMANENT WATER QUALITY NF ff. .... .... SWMP NO. PENDING PARTY RESPONSIBLE FOR MAINTENANCE: NAME TB□ (STORE OPERATOR) ADDRESS 5848 AVENIDA ENCINAS CARLSBAD, CA PHONE NO. TB□ PLAN PREPARED BY: NAME RANDY J. DECKER CONTACT TB□ COMPANY JOSEPH C. TRUXAW &ASSOCIATES, INC. ADDRESS 1915 W. ORANGEWOOD AVE. SUITE 101 ORANGE, CA 92868 PHONE NO. (714) 935-0265 ' ' ., BMPNOTES: CERTIFICATION ___ _ 1. THESE BMPS ARE MANDATORY TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS OR THESE PLANS. 2. NO CHANGES TO THE PROPOSED BMPS ON THIS SHEET WITHOUT PRIOR APPROVAL FROM THE CITY ENGINEER. 3. NO SUBSTITUTIONS TO THE MATERIAL OR TYPES OR PLANTING TYPES WITHOUT PRIOR APPROVAL FROM THE CITY ENGINEER. 4. NO OCCUPANCY WILL BE GRANTED UNTIL THE CITY INSPECTION STAFF HAS INSPECTED THIS PROJECT FOR APPROPRIATE BMP CONSTRUCTION AND INSTALLATION. 5. REFER TO MAINTENANCE AGREEMENT DOCUMENT. 6. SEE PROJECT SWMP FOR ADDITIONAL INFORMATION. BMP CONSTRUCTION AND INSPECTION NOTES: THE EOW WILL VERIFY THAT PERMANENT BMPS ARE CONSTRUCTED AND OPERATING IN COMPLIANCE WITH THE APPLICABLE REQUIREMENTS. PRIOR TO OCCUPANCY THE EOW MUST PROVIDE: 1. 2. 3. PHOTOGRAPHS OF THE INSTALLATION OF PERMANENT BMPS PRIOR TO CONSTRUCTION, DURING CONSTRUCTION, AND AT FINAL INSTALLATION. A WET STAMPED LETTER VERIFYING THAT PERMANENT BMPS ARE CONSTRUCTED AND OPERATING PER THE REQUIREMENTS OF THE APPROVED PLANS. PHOTOGRAPHS TO VERIFY THAT PERMANENT WATER QUALITY TREATMENT SIGNAGE HAS BEEN INSTALLED. PRIOR TO RELEASE OF SECURITIES, THE DEVELOPER IS RESPONSIBLE FOR ENSURING THE PERMANENT BMPS HAVE NOT BEEN REMOVED OR MODIFIED BY THE NEW OWNER OR LANDLORD WITHOUT THE APPROVAL OF THE CITY ENGINEER. ff. No. 81077 INTERSTATE ' ' TREATMENT FACILITY KEEPING OUR WATERWAYS CLEAN MAINTAIN WITH CARE· NO MODIFICATIONS WITHOUT AGENCY APPROVAL ROUTE 2" SQUARE TUBING DETA NO. /-5 I LEGEND I ■■■■■■■■ LIMITS OF TOTAL TRIBUTARY AREA LIMITS OF DMA LAND COVER E:2J PERVIOUS -LANDSCAPING ~ SELF MITIGATING LANDSCAPE AREA C y -:t- 5 RONALD PACKARD PKWY. or L=GDLA~!D VICINITY MAP NOT TO SCALE PLAN PREPARED BY: JOSEPH C. TRUXAW AND ASSOCIATES, INC. Civil Engineers .t: Land SurveyOTs 1915 W. ORANGEWOOD AVENUE, SUITE 101 ORANGE, CA 92868 PHONE: (714) 935-0265 TRUXAW.COl.i DISTURBED AREA= 1.101 AC, 47,647 SF SELF TREATING AREA= 0.061 AC, 2,640 SF I I \ I I \ -~ .,-..--fr ---, \------ / -1· "' I ', ,, 0 /_,,// -- 7 ' ~ -/ \ --E , (5299) RIM X , ~ ( 46.62) INV// \ / \ / \ // \ ' I \ r---.1..:,::,__ I I "' \ / '-J IP===--- / ',-,,\ .f: •.. ,_-tr~6=.=JU , , . , ,, ,,:s:> ,,-. __ / ~ ~~J..!;;;;;~~~;;;;;;;;;; ',, '• -* ;;::_::=::==::=:::·-----=--::=:.-=:;_-::t . . ~-· ''' . ~ -_ -_ -,,c,:::·:;.-;:,'o~:.;_?~~?~f ::·f ~=-::::· Fil~~-..--'~',,, < .. ,. -CJ -.• ',,~ * * /~-- * ~ -------(54)-----·---t---1 . (£, * * ' / --' ><>< / -;;;~lf~i<:~?; ___ -;,: __ ::;--~~~~- t::::if »- (53.84) RIM \ (30.91) INV ' \ -* ' --- * * TOTAL TRIBUTARY AREA TO BASINS= 1.088 AC, 47,375 SF BMP TABLE BMP ID# BMPTYPE SYMBOL BMPMANUAL QUANTITY DRAWING NO. SHEET NO.(S) INSPECTION * MAINTENANCE * FREQUENCY FREQUENCY HYDROMODIFICATION & TREATMENT CONTROL BIOFILTRATION ...................... ® ® ...................... ...................... BF-1 1,143 SF. ...................... AREA ...................... --QUARTERLY SEMI-ANNUALLY ...................... ...................... ...................... HYDROMODIFICATION ' ' @ STORM CAPTURE 1, ,1 MP-50 4 --QUARTERLY SEMI-ANNUALLY VAULTS :, ,: ~--------Ji LOW IMPACT DESIGN (L.I.D.) @ ROOF ORAi N TO I@] SD-B 2 --QUARTERLY SEMI-ANNUALLY LANDSCAPING SOURCE CONTROL ® TRASH ENCLOSURE rn SC-3 1 --WEEKLY MONTHLY , ~~ STENCILS NO DUMPING SC-2 2 --ANNUALLY ANNUALLY @ @ DRAINS TO OCEAN @ @ BMP SIGN ~ 2 TRASH CAPTURE BMP @ @ OLDCASTLE FLOGARD ® @ CATCH BASIN INSERT ~ T4 4 --QUARTERLY SEMI-ANNUALLY MODEL No. FGP-36F HYDROMODIFICATION & TREATMENT CONTROL @ SUSTAINABLE [ ~~ .. \I SD-K 10,498 SF. LANDSCAPE - -QUARTERLY SEMI-ANNUALLY 20 10 0 20 40 60 ~I ~~f------1 __ 1-----,1 t----+---+-----------+----+---+----+-----tlsHl~T1,c_1_TY_O_F_C_A_R_LS_B_A_D~~4 ;j _ ENGINEERING DEPARTMENT Ll±_J SCALE: 1 "=20' ~----------------~t--,--,------------------t--,--,--,--. GRADING PLANS FOR: CHICK-FIL-A #4306 SINGLE SHEET BMP SITE PLAN GR2022-0026 APPROVED: JASON s. GELDERT P.E. __ _ EXP. ___ _ ENGINEERING MANAGER RCE 63912 EXPIRES 9 /30 /24 DATE 1 DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL 0TH ER APPROVAL CITY APPROVAL OWN BY: ;,(,(; PROJECT NO. DRAWING NO. CHKD BY: BJC! RVWD BY: AMEND2019-0004 538-3A DocuSign Envelope ID: 6563D02E-87FB-4341-BDC8-6B74F88DF958 9/12/2023 NF ---- 54 52 50 48 46 44 INTERSTATE ------ AVENIDA ENCINAS R/W I , I / . BEGIN PIPE EX. SURFACE OVER C/L STORM DRAIN I / I!._ -F PROP. SURFACE OVER C/L STORM DRAIN * EX. CATCH BASIN EX. 3" GAS I STA. 1 O+ 18. 19 * POTHOLE & RELOCATE I AS NECESSARY I EX. ELECTRICAL STA. 10+17.92 I-;, * POTHOLE & RELOCATE I I AS NECESSARY 1 1 _1_1 __ l,1 / / -10·0-YEAR / H.G.L. S=0.0050 --+-------11---+~~--+-tl· c2·1.!._l HIG~NE5S--/--+---' <~ ....J OWZ> inn...< a a..-z I a.. . -0- :::::E O a..-, e::::r--. WO O ............ w~ ~o + zwco n...N z ';> O (.!)>cx:i o . ;;:oz -w~~ tl)O ct:Z;=.., . '°u z c -< ..... ◄ R (.01-Z coci ca:: · V1 --~ z<oa "' > :::::E.... w 00 L,J L,J > ,-.. o..>z -"'-,-.. 0..::::, .,, cU~ + a Zoo:i -"'z...- ~ L,J V) .c <o-m ~ ~ "':;;t CONST. 44.56' -~"-18" RCP (D-1500) <O L,J > "' 0.. z -.f o::-.... .,, +coo ozao -"'...- ~ V, u ~~ WITH WATERTIGHT JOINTS ---+-----1----,{3-,.:'---l--"-'-''-'---'-'-"""-'-'-'-'-'-"---'---------+----+-----pRIVATELY MAINTAINED HYDRAULIC DATA 0100=4.70 CFS V100=2.88 FPS * CONTRACTOR TO VERIFY LOCATION, DEPTIH, MATERIAL, SIZE-;-AND CONDITION OF EXISTING UTILITIES. REPORT FINDINGS IT□ TRUXAW & ASSOCIATES RRIOR TO CONSTRUCTION. 10+00 10+40 LINE A PROFILE SCALE: 1"=20' (HORIZONTAL) 1"=2' (VERTICAL) 10+80 54 52 50 48 46 44 D: RA~NG FILES TITLE SHEETS IMPROVEMENT TITLE SHEET.DWC REvlSED: 2 23 17 ROUTE END PIPE STA. 10+35.27 NO. J-5 • • • • I I I I I I .. :C . -· ; -- I ~ r I I I I ,... _ fs I ··& I I I ~ I I ...,,. ~; ------- ------~----... -. ~-·:::---k I""-""""- ,,/:,-- ' ----~ 20 1 0 0 20 40 60 ~I -~t-----1~_1--1 SCALE: 1 • ~20' 54 CATCH BASIN 51.98 GR EX. SURFACE OVER ---+··~-·-.. f-_ -~-L STORM 7 PROP. SURFACE OVER C/L STORM DRAIN ~ 52 ------+---r>+-/-t----+-----,-,10~0~-Y~E~AR:;1-----t------+---~ BIOFILTRATION BASIN 50 51.48 rs f--- -. L.__ .----. -\ 100-YEAR __ W.S.E. DETENTION VAULT t1:::::!S:::=0~-~007,!k0J-....t./:._:S:_:E.::._E ONSITE GRADING 48 -----+-------=a+ .... ...,..,..>---""➔r .... ->----,------i-----+- o a..z 00 a...z 46 da..-dC:::- o+ zg:: "" ..,., -+, 0 00 o c,(0 d Z • ..---w~ .... w~ .m ;::!: V) ~ CONST.--20,88'-12~PVB SDR-35 "'! WITH °fWATERTIGHT JblNTS -f-- '-_ ~-~P-Rl~VA_T_E-LY_M_A-IN-T-AI-N-ED-- HYDRAULIC DATA t 0100=3.03 CFS 44 ----+-----+----+--~V~1=00y-=3=.9=5--,F~P=S----t----t--- 10+00 . 54 ----J PROP. SURFACE OVER C/L STORM DRAIN 52 . ---. ~ 100-YEAR I/ 50 W.S.E. L DETENTION VAULT SEE ONSITE GRADING 48 a L..J> a o..z a o::-a "' + zoo 46 0 (!) co -........ m .;_ ,_ -!a 10+00 10+40 LINE 8 PROFILE SCALE: 1"=20' (HORIZONTAL) 1"=2' (VERTICAL) ' ' EX. SURFACE OVER I C/L STORM DRAIN -------t ------·1 \ CATCH BASIN I 52.30 GR ... BIQFILTRATION BASIN ./ 51.84 FS - ----. .• -'-. r-.. I 100-YEAR H.G.L. [,, nP, !;; >-> ~.z .;· C -0..-+ 0 0 L,J • -'"' -(!) .... ;::!: z -< V) • "' .... - .Lu.>, N 0.. z "' o::- "' Cl~ + a z· La.Ii - ~ V) CONST. 35.2-7;.....12" ~VC-SD1R=35 - WITH WATERTIGHT JOINTS PRIVATELY MAINTAINED HYDRAULIC DATA Q100=1.~5 CFS I V100=2. J7 FPS 10+40 LINE C PROFILE SCALE: 1"=20' (HORIZONTAL) 1"=2' (VERTICAL) I 54 52 50 48 46 44 54 52 50 48 46 PLAN PREPARED BY: JOSEPH C. TRUXAW AND ASSOCIATES, INC. Civil EngineeTs d: La.nd Surveyors 1915 W. ORANGEWOOD AVENUE, SUITE 101 ORANGE, CA 92868 PHONE: (714) 935-0265 TRUXAW.COM I SHEET I CITY OF CARLSBAD I SHEETS I 1------,---+----------------t-----t---t------ii----1 14 ENGINEERING DEPARTMENT 14 1---+----ii------------------➔---➔---1---i---, GRADING PLANS FOR: CHICK-FIL-A #4306 GR2022-0026 STORM DRAIN PROFILES APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 24 DATE 1 DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DATE INITIAL O11-iER APPROVAL CITY APPROVAL DWN BY: SGC PROJECT NO. DRAWING NO. CHKD BY: RJD RVWD BY: AMEND2019-0004 53B-3A DocuSign Envelope ID: 6563D02E-87FB-4341-BDC8-6B74F88DF958 9/12/2023