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HomeMy WebLinkAboutDWG 536-1B; CT 2017-0003; LA COSTA TOWN SQUARE; 01-208/6/24 8/6/24 10/1/24 Docusign Envelope ID: 7493BB39-B979-4E77-A344-F14552F90440 MBI LO GRADING NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT CRAIG MORAES GRADING NOTES {CONT.) EROSION CONTROL NOTES CITY OF OCEANSIDE LclC:i---1\\11-\Y (IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL CODE.) 1. 71-1/S PLAN SUPERSEDES ALL 071-/ER PLANS PREVIOUSLY APPROVED BY 71-/E CITY OF CARLSBAD REGARDING GRADING SHOWN ON 71-1/S SET OF PLANS. 29. THE OWNER/APPLICANT SHALL INSURE 71-/AT ALL CONTRACTORS SHALL COORDINATE THE 2_ AJJ;rtifN~J~NtJ~~~°t}t,?~~,GENCY WORK SHALL BE MADE AVAILABLE AT ALL . J/ 1_. • • • 'ff:~A ';{ON THti_~~r ttJN'?-J:Lfi:lRt'.:tltf t ~L~iim.ts o;:Eg3,rrED TH,fOR LA.pff,ffC~K AliD TIMES DURING 71-/E RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED Ji j , (" ,\ -';·· t jo) 2. APPROVAL OF 71-1/S PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF 71-/E CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY ACCORDANCE WITH 71-/E LANDSCAPE MANUAL TIME REQUIREMENTS. ON SITE AT CONVENIENT LOCATIONS TO FACIUTATE RAPID CONSTRUCTION OF TEMPORARY,\ / 0. JO. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE DEVICES WHEN RAIN IS EMINENT. \ \ , /j '; STANDARDS OR 071-/ER ADDITIONAL DOCUMENTS USTED HEREON AS 71-/EY MAY PERTAIN TO THIS PROJ£CT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR J. FOR PROJECTS COVERED BY STATE SWPPP/'M)ID, IN ACCORDANCE WITH 71-IE \~\ '';:.· -·, ·•~ •• STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE CONSTRUCTION ORDER ISSUED BY THE CALIFORNIA REGIONAL WATER QUAUTY CONTROL \' \ , .....,.._"" J. CITY APPROVAL OF PLANS DOES NOT REUEVE 71-/E 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. PIPE ltlLL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY 71-/E CITY ENGINEER. BOARD, 71-/E QUAUFIED SWPPP PRACTITIONER (QSP) SHALL UPDATE AND MAINTAIN THE \\\ ~-.f >,_, JI. THE EXISTENCE AND LOCATION OF UTILITY STRUCTIJRES AND FAC/UTIES SHOWN ON WATER POLLUTION CONTROL (WPC) PLAN TO ADDRESS UPDATED SITE CONDITIONS OF \\\i:\ "<::)'·:>· THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE PROJ£CT. THE UPDATED WPC PLAN AND UPDATED SWPPP SHALL BE KEPT AT THE \\ t ,.::::-~o•• ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF 071-/ER UTIUTY PROJ£CT SITE AND MADE AVAILABLE TO THE CITY INSPECTOR. ADDITIONAL \ \ \ ',; '', • \ CITY OF VISTA 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA TE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POI.JCY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRANCE OF UABIUTY. THE INSURANCE COMPANY ltRITING THE POLICY MUST HAVE A RATING OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS VII OR BETTER AS ESTABUSHED BY "BESTS" KEY RATING GUIDE. FAG/UT/ES OR STRUCTIJRES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT CONSTRUCTION BMP'S BEYOND THE ORIGINAL APPROVED SWPPP SHALL BE PROVIDED TO \\\ 1'\. t ,,, .. ,"'°'" SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY ADDRESS SITE CONDITIONS NOT ANTIC/PA TED. THE QSP SHALL REPORT BMP DEFICIENCIES \ \ \ ·'€, ' MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING TO THE CITY INSPECTOR. THE QSP SHALL OBTAIN APPROVAL FROM THE QUAUFIED \ \ \:\ .\ .. FACILITIES OR STRUCTIJRES NOT SHOWN. SWPPP DEVELOPER AND 71-/E CITY INSPECTOR REGARDING ANY SIGNIFICANT CHANGES TO \ \ \ \, ', y--'v [<!° CITY OF 32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVE BMP DEPLOYMENT. • ' \ 1, GROUND AND UNDER GROUND) ltlTHIN THE PROJ£CT SITE SUfflCIENTLY AHEAD OF 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER \ ]./ • SAN MARCOS 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND 071-IER APPROPRIATE AGENCIES. 6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADUNE DA TE OF THE IMPROVEMENT AGREEMENT. 7. APPROVAL OF 71-/ESE PLANS BY 71-/E CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL 71-/E PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS WILL BE MADE TO 71-/ESE PLANS WITHOUT THE WRITTEN APPROVAL OF 71-/E CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME 71-/E PROPERTY OF 71-/E CITY UPON BEING SIGNED BY 71-/E CITY ENGINEER. 10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY 71-/E ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY 71-/E CITY. 11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET. (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN 71-/E 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 71-/E 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 FUTIJRE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE Wl71-1 THE CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND THE • EARTHWORK SPECIF/CATIONS • ATTACHED TO 71-/E PRELIMINARY SOILS INVEST/GA TION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJ£CT INSPECTOR. 14. A PRECONSTRUCTION MEE11NG SHALL BE HELD PRIOR m 1HE BEGINNING Of IWJRX'. AND SHAii BE ATTFNQEQ BY All REPRESENTATIVES RESPONSIBLE EOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR ltlLL BE CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DA TE AND TIME FOR 71-/E PRECONSTRUCTION MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDUUNG. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING ACTIJAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. RAINFALL. JJ. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERA T/ONS OR FAG/UT/ES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. UNDERGROUND SERVICE ALERT f,800~422-4133 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS SDAT~&ET ~B80000 489112--}0314323 TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A "" HAZARDOUS CONDITION. TIME WARNER CABLE 760)4JB-7741 7. ALL EROSION CONTROL MEASURES PROVIDED PER 71-/E APPROVED SWPPP AND/OR COX COMMUNICATIONS 619)262-1122 '' CITY OF CARLSBAD(STREETS & STORM DRAIN) (760~4J4-29BO EROSION CONTROL PLAN SHALL BE INCORPORATED HEREON. *CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER) (760 438-2722 B. GRADED AREAS AROUND 71-/E PROJ£CT PERIMETER MUST DRAIN AWAY FROM THE FACE *SAN DIEGUITO WATER DISTRICT (760 633-2650 OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. *LEUCADIA WASTEWATER DISTRICT (760)753-0155 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH *VALLEC/TOS WATER DISTRICT (760)744-0460 WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FIFTY •OLIVENHAIN WATER DISTRICT (760)753-6466 PERCENT (50%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. *BUENA SANITATION DISTRICT (760)726-1340 x1JJO 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH J/4 INCH MINIMUM AGGREGATE. 'AS APPROPRIATE 11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE 34. PERMIT COMPUANCE REQUIREMENTS: OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE A. FOR CONTROLLED GRADING -71-/E APPUCANT HIRES A CIVIL ENGINEER, STABIUZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION JS.023 OF THE SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, OBSERVE AND CONTROL THE WORK IN PROGRESS {15.16.120 A.BJ STATE OF CAUFORNIA. CARLSBAD MUNICIPAL CODE. TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLOWING ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF 71-/E STANDARD { ,1 SPECIF/CATIONS AND THE FOLLOWING: PROJ£CT INSPECTOR 15.16.120 A. IOI CARLSBAD MUNICIPAL CODE: A. HYDROSEEDING SHALL BE APPLIED TO: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA TING ALL 1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING THEY ARE: AND IRRIGATION ARE INSTALLED IN CONFORMANCE WITH CITY a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET. CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. LETTER FROM CITY ENGINEERING DEPARTMENT). 2. AREAS GRADED FLATTER THAN 6:1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: (2' AS-BUILT GRADING PLAN. a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) I WITHIN 60 DAYS OF ROUGH GRADING. (J) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES b. IDENTIFIED BY THE PARKS AND RECREA T/ON DIRECTOR AS HIGHLY VISIBLE TO RECOMMENDED SOIL BEARING CAPACITIES. A STATEMENT AS TO THE PUBLIC. THE EXPANSIVE QUAUTY OF THE SOIL, AND SUMMARIES OF c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS FIELD AND LABORATORY TESTS AND PLOTTED TEST POINTS 71-/E IMMEDIATE TREATMENT. REPORT SHALL ALSO INCLUDE A STATEMENT BY 71-/E SOILS 8. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE 1. ALL SLOPES THAT ARE GRADED 6:1 OR STEEPER AND THAT ARE: REQUIREMENTS AND RECOMMENDATIONS OUTLINED IN THE a. 71-/REE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND WATERING FROM PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION (4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE b. 5r;~f'tlf rl1f:t :ffr~~N;Et~°t1f si~rY:fwATERED BY A CONVENTIONAL SYSTEM CITY. JS. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) YEAR OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. 15. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING IMLL BE AFTER THE CITY ENGINEER'S APPROVAL, 71-/ESE PLANS MAY BE REQUIRED TO BE 2. AREAS SLOPED LESS THAN 6:1 SHALL BE IRRIGATED AS APPROVED BY THE CITY MADE BY CAI I ING 1HE ENGJNEERING 24 HOIJR INSPECTION RfDIIEST LINE AT RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH ENGINEER, PRIOR TO HYDROSEEDING. 71-/E DEVELOPER SHALL SUBMIT A PROPOSED (760) 438 3891 INSPECTION RFOUFST MUST BE RECEIVED PRIOR TO 2·00 PM RECHECK. SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE ON 1HE WORKING DAY BEFORE 1HE INSPECTION IS NEEDED INSPECTIONS WILL BE MADE 36. IN ACCORDANCE WITH THE CITY STORM WATER STANDARDS, ALL STORM DRAIN INLETS ;t,/if/,~fE§Eff:tfi~.G THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE THE NEXT WORK DA y UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT J. /RR/GA T/ON SHALL MAINTAIN THE MOISTIJRE LEVEL OF THE SOIL AT THE OPTIMUM 2: OO P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. WASTEWATER DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. 16. THE OWNER AND/OR APPUCANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SATISFACTION OF THE CITY ENGINEER. c. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING "DECLAR'AT/ON OF RESPONSIBLE CHARGE" 1. SEED MIX SHALL CONSIST OF NO LESS THAN: SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, M ST'TE AND =o"'RAL SAFETY AND H"'ALTH ST'NDARDS, LAWS AND R'"'GULATIONS. a. 20 lbs. PER ACRE OF ROSE CLOVER '" rac, "' "' '" "' I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT. THAT I b. 20 lbs. PER ACRE OF ZORRO FESCUE 17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMlmNG HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS c. J tbs. PER ACRE OF E SCHOOL CIA CALIFORNICA A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. e. J lbs. PER ACRE OF ALYSSUM (CARPET OF SNOW) OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE / UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE f. 1/2 lb. PER ACRE OF DIMORPHOLECA EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING 71-/E PIPE INSTALLATION CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR RESPONSIBILITIES FOR PROJECT DESIGN. THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBUC STREET OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED FIRM: RESIDENTIAL STRUCTIJRES. AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM SB&O, INC. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE B ADDRESS: 3990 RUFFIN ROAD, SUITE 120 BACTERIA AND APPUED DRY EITHER BY DRILLING OR BROADCASTING BEFORE CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A ~~Pib~~: 1::8J°!;g:._7~~i 92123 i. :/t1~::~:i:RtALS SHALL BE TRANSPORTED TO 71-/E JOBS/TE IN UNOPENED REGISTERED ENGINEER AT 71-/E CONTRACTORS EXPENSE. A COPY OF THE OSHA CONTAINERS WITH 71-/E CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTIJRE f:g~~~~~-PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO O c,W CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. 18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN BY: V)~(}_ j. NON-PHYTO-TOXIC WEmNG AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY "S TEPHEN C. OTT P.E. 70666 DA TE AT THE DISCRETION OF THE CONTRACTOR. \ ___ ,,-._.-✓.::>:,-.•:.·--? I • .. •.•.•.•.•.•.• .. ·.·.·.·.1 \\ -. -'(~2-'-· [/:ff;~:~l _/ --z:\.:F-~·--, .. _//·, ___'., C LEGAL Ci \ CITY OF ENCIN ·As VICINITY MAP NOT TO SCALE THOMAS GUIDE PG. 1147, 57TH EDITION GRID J2 DESCRIPTION PARCEL 3 OF CITY OF CARLSBAD MINOR SUBDIVISION NO. 04-08 RECORDED BY THE COUNTY RECORDER OF THE COUNTY OF SAN DIEGO ON JULY 11, 2012 AS PARCEL MAP NO. 20982. DEVELOPER WOODSIDE 05S, LP 1250 CORONA POINTE COURT, SUITE 500 CORONA, CA. 92879 ATTN: CHRIS CHAMBERS REFERENCE ORA WINGS 205-2D, J9J-J, 409-4, 409-48, 409-4C, 474-7A SHEET INDEX SHEET NO. 1 2-J DESCRIPUQN TITLE SHEET KEY MAP, NOTES, DETAILS TYPICAL SECTIONS 4-10 11-17 18 19 20 PR/VA TE IMPROVEMENT PLANS PRECISE GRADING PLANS DRIVEWAY "B" CURB (VIA NIDO) WALL DETAILS AND SPECIAL INSPECTION NOTES SO/LS SPECIAL INSPECTION NOTES EARTHWORK QUANTITIES CUT: 9,500 C. Y. FILL: 0 C. Y. IMPORT: 0 C. Y. EXPORT: 9,500 C. Y. REMEDIAL: 0 C. Y. TOTAL LOT AREA = 7.19 AC. TOTAL DISTURBED AREA = 4.94 AC. (THIS AREA INCLUDES BUT IS NOT LIMITED TO OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS AND TEMPORARY DISTURBANCE SUCH AS VEHICLE AND EQUIPMENT STAGING AREAS, CONSTRUCTION WORKER FOOT TRAFFIC, SOIL/GRAVEL PILES, UTILITY TRENCHES, BACKFILL CUTS AND SLOPE KEYWA YS) TOTAL REPLACED IMPERVIOUS AREA = 0 AC. (O S.F.) TOTAL PROPOSED IMPERVIOUS AREA = 3.54 AC. (154,189 S.F.) QUANTITIES SHOWN ARE FOR EST/MA TION PURPOSES ONLY. QUANTITIES ARE GEOMETRIC ONLY AND DO NOT INCLUDE SHRINKAGE AND BUILDING FACTORS. LEGEND -EXISTING IMPROVEMENTS DESCRIPTION SYMBOL EXISTING ELEVATION O (70.0) EXISTING CONTOUR ----10---- EXISTING CHAIN LINK FENCE EXISTING SEWER LATERAL ----+--;@ OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING REGISTRATION EXPIRATION DATE: 6-J0-23 2. TYPE 1 MULCH APPUED AT THE RATE OF NO LESS THAN 2000 lbs PER ACRE. TYPE PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. 6 MULCH (STRAW) MAY BE SUBSTITIJTED, ALL OR PART. FOR HYDRAULICALLY APPLIED EXISTING WATER LATERAL 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA SOILS ENGINEER'S CERTIFICATE FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY EXISTING CURB AND GUTTER ----+--;@ DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, AND THE I, STEPHEN J. COOVER, A REGISTERED GEOTECHNICAL ENGINEER OF THE STATE MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SO/LS J. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFA TE, 16-20-0, WITH 15% UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AU71-/0RITY FROM THE CITY MECHANICS, HEREBY CERTIFY* THAT A SAMPLING AND STUDY OF THE SOIL SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE. ENGINEER TO DO SO. 20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: WARMING UP, REPAIR, ARRIVAL, DEPARTIJRE OR OPERATION OF TRUCKS, BETWEEN THE DATES JUNE 7TH, 2021 AND JUNE 17TH, 2021. TWO COPIES OF THE 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: SOILS REPORTS DA TED JUNE 17TH, 2021 AND MARCH 24, 2022, COMPILED FROM THIS a. TRACK WALKING SLOPES STEEPER THAN 6: 1 EARTHMOVING EQUIPMENT. CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED STUDY, WITH MY RECOMMEND TIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE b. HARROWING AREAS 6:1 OR FLATTER THAT ARE SUfflCIENTLY FRIABLE. GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. 6:00 P.M. EACH DAY, MONDAY THRU FRIDAY AND NO EAR71-/MOVING OR GRADING CITY ENGINEER. ~ 2. CONDITIONING 71-/E SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A UST OF CITY a. ADJUSTING THE SURFACE SOIL MOISTIJRE TO PROVIDE A DAMP BUT NOT SATIJRATED HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) SIGNED: SEED BED. 21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE DA TE ff'-<; STEP E b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING COVERING SALINE CITY INSPECTOR FOR APPROVAL 7WO FULL WORKING DAYS PRIOR TO BEGINNING Of LICENSE EXPIRATION DATE: 9-J0-2025 /::;, COOVER ~ SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE • y" I~ 2057. ;;; £ HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL OCCURRING ALONG 1HE HAUL ROUTE OR ADJACENT S7RE"ETS AS A RESULT OF THE *THE TERM CERTIF IS USED HERIN AS DEFINED IN DIVISION i_;c,< E,p Date q/3P /t6" ::o 71-/E PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEED/NG IS THE GRADING OPERATION. 3, CHAPTER 7, ARTICLE J, §6735.5 OF THE CALIFORNIA I,, G: -.!r PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. 22 IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT. A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF 71-/E GRADING OPERATION. 23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON 71-/E PLAN. BUSINESS AND PROFESSIONS CODE (2024) '~'orEcr\'cl F. ALL SLOPES SHALL HAVE IRRIGATION INSTALLED AND BE STABIUZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO f' O;: Cll,i..\ GRADE AS SHOWN ON THE APPROVED GRADING PLANS. AN APPROVED EROSION CONTROL OWNER'S CERT/FICA TE -PRODUCT (RECP) SHALL BE INSTALLED PER EC-7 IF 71-115 REQUIREMENT CANNOT BE MET. JUTE, EXCELSIOR OR STl?AW BLANKET IS UNACCEPTABLE. G. SHOULD GERMINATION OF HYDROSEED FAIL TO PROVIDE EFFICIENT COVERAGE (NO LESS THAN 70%) PRIOR TO OCTOBER 1, THE SLOPES SHALL BE STABILIZED BY AN APPROVED RECP. JUTE, EXCELSIOR AND STRAW BLANKET IS UNACCEPTABLE. EXISTING GAS EXISTING ELECTRIC EXISTING SEWER EXISTING WATER EXISTING FIRE HYDRANT EXISTING SEWER MANHOLE EXISTING TYPE "F" CATCH BASIN EXISTING GRATED INLET EXISTING MSE WALL AND WALL BATTER -(G)----- -([)----- -(S)----- -(',/)----- ~',/)-----1 -(S)---0,- [Qj] ~ -- -- -- - --•:♦:::♦:♦:::♦:::♦:::♦:::♦:::♦:::♦:::♦:::♦:::♦:::♦:::♦:::♦:::♦:::♦:::♦::: * AS MODIFIED BY THE CITY OF CARLSBAD STANDARD DRAWINGS, VOLUME 3, CHAPTER 2. (ALL DESCRIBED ABOVE ARE PR/VA TE UNLESS NOTED OTHERWISE). WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OD AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET 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. J. THIS SET OF PLANS. 4. RESOLUTION NO. 7391, DATED DECEMBER 2, 2020. 5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDATIONS BY GEOSO/LS, INC. DA TED JUNE 17. 2021 AND UPDATED REPORT MARCH 24, 2022. 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. B. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS N/A, DA TED N/A. 9. ENVIRONMENTAL APPROVAL DOCUMENTS; EIR 01-02, APPROVED AUGUST 18, 2009 BY CITY COUNCIL RESOLUTION NO. 2009-213. 10. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY 58&0 INC. DATED J/B/2023. WDID NO. 937CJ99407. 11. STORM WATER QUALITY MANAGEMENT PLAN PREPARED BY 58&0 INC. DATED 2/10/2023. 12. CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCTION HANDBOOK AND CAL TRANS CONSTRUCTION SITE BMP MANUAL. LEGEND -PROPOSED IMPROVEMENTS STD. DWG. NO. DESCRIPTION (CITY OF CARLSBAD U.N.O.) PROJECT BOUNDARY /PROPERTY LINE RIGHT-OF-WAY BUILDING OUTLINE ALIGNMENT EASEMENTS 4" ROLLED CURB (MOD. PER(])) 6" CURB 6" MEDIAN CURB 6" TYPE "G" CURB AND GUTTER o• CURB J' RIBBON GUTTER J" A.C. PAVING OVER 10" CL. II AGGREGATE BASE DECORATIVE PA \/ERS OVER 9" AGGREGATE BASE 8" PORTLAND CONCRETE CEMENT G-2 (SDRSD) G-1 (SDRSD) G-1 (SDRSD) G-1=) EB PAVEMENT (P.C.C.P.) (ACCESS RD AND PVT DRIVEWAYS) 4" P.C.C. SIDEWALK G-7, G-9 (SDRSD) RETAINING WALL SEE DWG. NO. 5J6-1A (PER DWG. NO. 5J6-1A) FOR WALL TYPE (SDRSD) STRIPING (4" WHITE) TEMPORARY SLOPE (1: 1 MAX) VERTICAL STEP SUBGRADE ELEVATION PEDESTRIAN RAMP BUILDING NUMBER TRANSFORMER (BY OTHERS) G-27 (SDRSD) ELECTRICAL CONDUIT (BY OTHERS) BUILDING METER LOCATIONS (BY OTHERS) STREET LIGHT E-1 (SDRSD) 6" P.V.C. STORM DRAIN PIPE 6" P. V.C. AREA DRAINS ROOF DOWNDRAINS DEEPENED FOOTING (0.5' U.N.O.) WATERPROOFING (0.5' U.N.O.) CONCRETE GUTTER APRON PROPOSED RETAINING WALL GARAGE FALL BUILDING ENTRANCE ACCESSIBLE UNIT PEDESTRIAN HANDRAILS BROW DITCH SAFETY DEBRIS NET BROOKS BOX (SIZE PER PLAN) PER BUILDING PERMIT PER BUILDING PERMIT SEE PLAN FOR WALL TYPE. SEE SHEET 19 FOR DETAILS M-24 (SDRSD) D-75 (SDRSD) • SYMBOL ::-:-:-:-:-:--::--:-:-:-:-j ln--crr\---ll !70.48 S.G.! 6\\\1 o--¢- --SD---- -so--o---+ IZZZZZZZZZJ IBBBBBBBBBI .,/'y@,, x· - ----0----0--- ~ QUANTITY JOO L.F. 1,650 L.F. 150 L.F. 890 L.F. 1,420 L.F. 4,000 S.F. Jl,650 S.F. 17,900 S.F. 2,460 S.F. 18,200 S.F. 21 EA. 5 EA. 2,745 L.F. 167 EA. 1,820 S.F. 327 S.F. 260 L.F. 45 L.F. J,07J S.F. 2 EA. SB u 2 "AS BUILT" -PLANNING ENGINEERING SURVEYING 3990 Ruffin Rood, Suite 120 Son Diego, Co. 92123 P.E. __ _ EXP. ___ _ DATE 858-560-1141 858-560-8157 F X REVIEWED BY• ~c.c.w DATE INSPECTOR DATE 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A MINIMUM ONE PERCENT SLOPE. 25. THESE PLANS ARE SUBJ£CT TO A SIGNED AND APPROVED SWPPP AND/OR SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJ£CT INSPECTOR. I/WE HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THIS SITE. IF THIS PROJECT/DEVELOPMENT IS SUBJECT TO A STATE-REGULATED SWPPP, I/WE ALSO AGREE A QUALIFIED SWPPP PRACTITIONER (QSP) HAS BEEN OR WILL BE RETAINED TO SUPERVISE IMPLEMENTATION OF THE SWPPP IN ACCORDANCE WITH THE CALIFORNIA CONSTRUCTION ORDER llrnM,UW,CIPAL PERMIT. LA TEST VERSION. H. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY LANDSCAPE MANUAL. THE LANDSCAPE PLANS FOR THIS PROJ£CT OR AS DIRECTED BY THE CITY ENGINEER OR CITY PLANNER. ~ >-------+--+----------------->---I sHE1 ET I CITY OF CARLSBAD ~a ENGINEERING DEPARlMENT ~ ::==::'....::::=========:'....=:::=~ 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SECTION. 71-/E SITE SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES. ROOTS OR OTHER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY 71-/E CITY ENGINEER. 27. ALL SLOPES SHALL BE IRRIGATED, STABIUZED, 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 PROJ£CT. DRAWING NO. 5J6-1L, AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. CHRIS STANICEK A88MCL0C,OAM ~D SOURCE OF TOPOGRAPHY TOPOGRAPHIC INFORMATION SHOWN HEREON IS BY PHOTOGRAMMETRIC METHODS. PHOTOGRAMMETRY PROVIDED BY HUNSAKER & ASSOC/A TES AS SHOWN ON CT 2017-000J/SDP2018-0018. THE TOPOGRAPHY WAS COMPILED BY RJ LUNG DATED OCTOBER 18, 2016. ADDITIONAL FIELD TOPOGRAPHY COMPLETED BY 58&0 INC. ON SEPTEMBER 24, 2021. BENCH MARK: 811 DESCRIPTION: MONUMENT IS IN CENTER OF NORTH END OF BULB CUL-DE-SAC OF SIT/0 BAYA. LOCATION: 250 FT. NORTHERLY OF CALLE GAVANZO, 45 FT. EASTERLY OF A STREET LIGHT. RECORD FROM:_-_______________ _ ELEVATION: 306.504 DATUM: _N_G_\ID_2_9 ___ _ 1----1----+----------------+------11-----+--+-----1 PRECISE GRADING PLANS FOR: LA COSTA TOWN SQUARE PARCEL 3 RESIDENTIAL 1----1----+----------------+------11-----+--+-----1 GR-2022-0016 TITLE SHEET 1----1----+----------------+------11-----+--+-----1 APPROVED: JASON S. GELDERT 1----1----+----------------+-----11----+----+------1 ENGINEERING MANAGER PE 63912 EXPIRES 9 30 26 PROJECT NO. CT2017-0003 DA 1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION DAlE INITIAL DAlE INITIAL I RVWD BY: --- f-O_TH_E_R_A ..... PP_R_OV_A_L-+--C-ITY_Af'...,_P_R_OV-AL---1 CHKD BY: DAlE DRAWING NO. 536-18 ------------------------------------------------------------------------------------------------------------------------------76882.JO iil ~ -Q ~ ,! ~ Docusign Envelope ID: E86CA236-356D-4BA7-A34B-CCDC3CCFA28C 10/10/2024 8/6/24 MBI LO LIST OF ABBREV/A TIONS SPECIAL NOTES AC. ACRE ~11 AC ASPHALT CONCRETE ASBESTOS CEMENT e CENTERLINE -I -I C.B. CATCH BASIN ! fill c.o. CLEANOUT C. Y. CUBIC YARD / 1,1~ D.F. DEEPENED FOOTING D.G. DECOMPOSED GRANITE DWG. DRAWING 111 DWY. DRIVEWAY EXIST. EXISTING 1 ELEV. ELEVATION t FLOWI..JNE F.G. FINISHED GRADE F.F. FINISHED FLOOR F.S. FINISHED SURFACE G.B. GRADE BREAK G.F. GARAGE FLOOR GR. GRATE GTR. GUTTER H.P. HIGH POINT J.E. INVERT ELEVATION MIN. MINIMUM MAX. MAXIMUM MOD. MODIFIED Ii!. PROPERTY LINE P.C.C. PORTLAND CEMENT CONCRETE PVT. PRIVATE R/w, R.O.W. RIGHT-OF-WAY S.D.C.O. SDRSD SDWI<. s.c.o. S.M.H. S.F. STA. S.G. ST. LT. TEMP. TYP. T.C. T. w. U.N.O. STORM DRAIN CLEANOUT SAN DIEGO REGIONAL STANDARD DRAWING SIDEWALK SEWER CLEANOUT SEWER MANHOLE SQUARE FEET STATION SUBGRADE STREET LIGHT TEMPORARY TYPICAL TOP OF CURB TOP OF WALL UNLESS NOTED OTHERWISE 6"X16" PCC FLUSH CURB OR DEEPENED G-1 CURB THE FOLLOWING NOTES ARE PROVIDED TO GIVE DIRECTIONS TO THE CONTRACTOR BY THE ENGINEER OF WORK. THE CITY ENGINEER'S SJGNA TURE ON THESE PLANS DOES NOT CONSTITUTE APPROVAL OF THESE NOTES AND THE CITY WILL NOT BE RESPONSIBLE FOR THEIR ENFORCEMENT. 1. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES BOTH VERTICAL AND HORIZONTAL PRIOR TO COMMENCING GRADING OPERATIONS. 2. CONTRACTOR SHALL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING FACILITIES SUfflCIENTL Y AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISION IS NECESSARY BECAUSE OF LOCATION OF EXISTING UTILITIES. 3. LOCATION AND ELEVATIONS OF IMPROVEMENTS, TO BE MET BY WORK, SHALL BE CONFIRMED BY FIEW MEASUREMENT PRIOR TO CONSTRUCTION OF NEW WORK. 4. GRADES SHOWN ARE FINISH GRADES, CONTRACTOR SHALL DETERMINE NECESSARY SUBGRADE ELEVATIONS AND SHALL CONSTRUCT SMOOTH TRANSITION BETWEEN FINISH GRADES SHOWN. 5. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE RESPONSIBILITY FOR JOB SITE CONDITION DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER, THE CITY. AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY. REAL OR ALLEGED IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 6. THE CONTRACTOR SHALL BE TOTALLY RESPONSIBLE FOR COMPLIANCE WITH THE PROVISIONS OF THE STA TE OF CALIFORNIA SAFETY ORDERS. 7. QUANTITIES SHOWN ON THIS PLAN ARE FOR BONDING AND CONTRACTOR CONFIRMATION PURPOSES ONLY. THE CONTRACTOR IS TO ESTIMATE HIS OWN QUANTITIES FOR BID AND NOTIFY THE ENGINEER OF ANY SIGNIFICANT DISCREPANCIES. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING WHETHER (OR NOT) THE FIELD CONDITIONS AT STORM DRAIN INLETS AND OUTLETS ARE PER THE APPROVED PLANS. IF FIELD CONDITIONS DIFFER FROM THE APPROVED PLANS, THE CONTRACTOR SHALL CONTACT THE SITE SUPERINTENDENT SUfflCIENTL Y AHEAD OF CONSTRUCTION TO ALLOW REVISIONS TO THE PLANS, AND (TO OBTAIN) PUBLIC AGENCY APPROVAL, IF REQUIRED, PRIOR TO CONTRACTOR INSTALLING STORM DRAIN STRUCTURES. 9. IF ANY EXISTING HARDSCAPE OR LANDSCAPE IND/CA TED ON THE APPROVED PLANS JS DAMAGED OR REMOVED DURING DEMOLITION OR CONSTRUCTION, IT SHALL BE REPAIRED AND/OR REPLACED IN KIND AND EQUIVALENT PER THE APPROVED PLANS BY THE OWNER/PERMITTE£ 10. ALL EXISTING UTILITIES OR STRUCTURES ARE INDICATED HEREON BASED ON INFORMATION OF RECORD. THE CONTRACTOR JS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN HEREON AND ANY OTHER EXISTING LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ARRANGEMENTS FOR THE RELOCATION OR REMOVAL OF EXISTING UTILITIES AND AGREES TO BE FULL y RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL S. W.P.P.P. (N.P.D.E.S.) DOCUMENTS ONSITE AS REQUIRED TO COMPLY WITH LOCAL AND STA TE REQUIREMENTS. 12. IMPERVIOUS LINERS FOR BMP'S SHALL BE FULLY WATER TIGHT. ALL JOINTS SHALL OVERLAP 12" MIN. AND BE SEALED. LINER SHALL BE SEALED WITH MASTIC TO ALL STRUCTURES. ALL PENETRATIONS SHALL BE SEALED. 13. CONTRACTOR SHALL ADJUST ALL UTILITY COVERS TO FINISHED GRADE. 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) PERMANEN7LY STABILIZE ALL SLOPES (>5%) -70% COVER WITH WELL-ESTABLISHED, SUSTAINABLE, NON-WEED VEGETATION (SEE CITY LANDSCAPE MANUAL FOR GUIDELINES) IS CONSIDERED ADEQUATE. 2) PERMANEN7LY STABILIZE FLAT AREAS (,:5%) -70% COVER WITH WELL-ESTABLISHED, SUSTAINABLE, VOID FILLER -1/8" TO 3/8" (NO. 8) AGGREGATE IN VOIDS MIN. 3 1/8" BELGARD AQUALINE PERMEABLE PA VER PER MODEL NUMBER BEL22-412 OR APPROVED EQUIVALENTY W/ MIN. 3/8" VOID 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 APPROPR/A TE FENCING TYPE. GRAPHIC SCALE 60' 0 60' 120' 180' KEY MAP LEGEND SHEET LIMITS SHEET NUMBER 2,0% MAX. A.C. PAVING (TYP.) ---•••••. • .•. <I.ii -.. • .. .... • • 3' P.C.C. RIBBON GUTTER DETAIL ~ MODIFIED RIBBON GUTTER ~ ADA COMPLIANT 2,0% MAX. - NOT TO SCALE 2,0% MAX. PEDESTRIAN RAMP o"/. 2. 0% 6,j~k,: MAX, ~---... . . -.. . . . . . ... . ... :a . . ' . . ... • • A.C. PAVING (TYP.) MODIFIED CURB AND GUTTER DETAIL ~ MODIFIED GUTTER FLOW LINE ~ ADA COMPLIANT NOT TO SCALE FACE OF BUILDING PER PLAN WATERPROOFING REQUIRED (BOTH SIDES) 4" P.C.C. WALKWAY FINISHED SURFACE PER PLAN FLOW TO ONSITE TREATMENT FACILITY EXIST. GEOGRJD RETAINING WALL (AVG. BATTER = 12.5') FINISHED GRADE AT BW BURIAL PER PROFILE 4' 2.0% (TYP.) 0.04' CABLE RAILING PER DWG. 474-7A AND SAFETY NETTING PER DIW, 474-7A CONSTRUCTION CHANGE/1::,, EXIST. BROW DITCH 3-SACK SAND-CEMENT SLURRY PIPE CUT-OFF COLLAR WHERE EXISTING GEOGRJD RETAINING WALL SUBDRAIN PIPES AND ASSOC/A TED GRAVEL TRENCH BACKFILL DAYLIGHT THE EXCAVATION. SEE DETAIL B, SHEET 15. EXIST. 4" P. V.C. SDR-35 SUBDRAIN OUTLET AND COMPACTED GRAVEL LEVELING PAD. SEE GRADING PLAN DWG NO. 474-7A *HORIZONTAL SEPARATION BETWEEN THE 8"0 PERFORATED SUBDRAIN PIPE AND THE ASSOC/A TED SURF.ACE AREA DRAIN SY.STEM 7io TRENCH SIDEWALLS MAY BE REDUCED TO 3" MIN. PROVIDED THE MAXIMUM DIMENSION OF THE CONNECT TO ONSITE CLOSED SYSTEM --=;~~"'~j., .. i,~~--~~~~--,COMPACTED FILL SUBDRAIN GRAVEL DOES NOT EXCEED 1:/i" DEEPENED FOOTING EXTEND BELOW ''/;,,<;e<,r;t.~ ·, '. ', 1.0;;:.r::,, ·'' ' TRENCH S''DEU"LL PLANE OF INFLUENCE SEE (Rrl'/iC~:1,,11-----1---' "" STRUCTURAL PLANS FOR DETAILS ~~n1r!';§ptr~~ :5 12" MIN. 3/4" TO 1 1/2" CLEAN, CRUSHED GRAVEL PLANE OF INFLUENCE ~ ir'bJ:,<. • ,, . IN LIFTS AND DENS/FY (1/2: 1 [H: VJ) I W'!f' \ -'----+--DELMAR FORMATION GEOLOGIC CONTACT -~12:.c&GCi. • 8"-PERFORATED SCH. 40 OR SDR-35 DRAIN PIPE PERFORATIONS DELMAR FORMATION I + . 6 MIN, I ORIENTED DOWN, POSITION AT MID-POINT BETWEEN FACE OF 6 MIN. I BUILDING AND FACE OF GEOGRJD RETAINING WALL FACE AT TOE, MIRAFI J40N FILTER FABRIC 1--8" 20•~~20• --J BRANCH WYE FITTING FOR DETAILS SEE SHEET 4 OR APPROVED EQUIVALENT 6" TYPE "G" CURB AND GUTTER DETAIL ~ WALKWAY AT EXIST. WALL MAINTAIN TOP OF CURB-~ ELEVATION AND ADJUST GUTTER MODIFIED 4" ROLLED CURB PER® DETAIL ~ MODIFIED ROLLED CURB TO TYPE 11G" CURB TRANSITION (fRIVATE) NOT TO SCALE NOTES 1. REFER TO SDG-150 TYPE "G" AND DETAIL A-2, THIS SHEET, FOR SPECIFIC DIMENSIONS RELATED TO EACH TYPE OF CURB. 2. CONCRETE SHALL BE 520-C-2500. 3. TRANSITIONS SHOULD OCCUR ALONG THE BACK OF CURB, HOLDING EDGE OF PAVEMENT PARALLEL AND CONCENTRIC WITH STREET CENTERLINE. ALTERNATIVE ALIGNMENTS MAY BE REQUIRED AND ARE SUBJECT TO AGENCYS DISCRETION. NOT TO SCALE NOTES: -ALL AGGREGATE MUST BE CLEAN/WASHED AND FREE OF FINES (SAND, SILT, ETC.) -THE PA VERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED -EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE -NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED 4) SIGNAGE ALONG FRONTAGE ROAD(S) POSTING THAT DUMPING, LITTERING, AND TRESPASS/NG ARE PROHIBITED. 5) TRESPASS ENFORCEMENT AUTHORIZATION LETTER MUST BE SENT FROM THE OWNER TO THE CITY OF CARLSBAD POLICE DEPARTMENT. 6) NOTARIZE AND RECORD AGAINST THE PROPERTY AN AGREEMENT STATING THAT OWNER IS RESPONSIBLE FOR MAINTAINING FENCING AND 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. SPECIAL CONSTRUCT/ON ACTIVITY NOTE CONSTRUCTION ACTIVITIES SHALL TAKE PLACE DURING THE PERMITTED TIME AND DAY PER CARLSBAD MUNICIPAL CODE CHAPTER 8.48. DEVELOPER SHALL ENSURE THAT CONSTRUCTION ACTIVITIES FOR THE PROPOSED PROJECT ARE LIMITED TO THE HOURS OF 7:00 A.M. TO 6:00 P.M. MONDAY THROUGH FRIDAY, AND 8:00 A.M. TO 6:00 P.M. ON SATURDAYS; NO WORK SHALL BE CONDUCTED ON SUNDAYS OR ON FEDERAL HOLIDAYS. -SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL -SUBDRAIN MAY BE REQUIRED -FINAL SECTION SHALL BE DESIGNED TO RECOMMENDATIONS OF THE PROJECT GEO TECHNICAL ENGINEER DETAIL ~ DECORATIVE PAVERS NOT TO SCALE POST-CONSTRUCTION BMP TABLE (SEE Dlt'G 538-lA) SB PLANNING ENGINEERING SURVEYING 3990 Ruffin Road, Suite 120 San Diego, Ca. 92123 858-560-1141 858-560-8157 Fax ~~%~ DATE • u z - STORMWA TER REQUIREMENTS THAT APPLY: □ STANDARD STORMWA TER REQUIREMENTS C8:j PRIORITY PROJECT REQUIREMENTS EXEMPT FROM TRASH CAPTURE? □ YES C8:j NO TYPE MODULAR WETLAND MODULAR WETLAND BIOFIL TRA TION BASIN BIOFIL TRA TION BASIN DAlE INITIAL DESCRIPTION TREATMENT (TC-32) TREATMENT (TC-32) TREATMENT (MP-40) TREATMENT (MP-40) OWNERSHIP PRIVATE PRIVATE PRIVATE PRIVATE MAINTENANCE AGREEMENT YES YES YES YES DAlE EXEMPT FROM H YDROMODIFICA TION? □ YES C8:j NO SHEET NO. 5 (OIIG 536-IA) 4 (OIIG 536-IA) 4 (OIIG 536-IA) 4 (OIIG 536-IA) MAINTENANCE FREQUENCY SEMI-ANNUALLY SEMI-ANNUALLY SEMI-ANNUALLY SEMI-ANNUALLY 811 "AS BUILT" P.E. EXP. DATE REVIEWED BY• INSPECTOR DATE I SH~ET I CITY OF CARLSBAD ~ 0 ENGINEERING DEPARlMENT PRECISE GRADING PLANS FOR: LA COSTA TOWN SQUARE PARCEL 3 RESIDENTIAL GR-2022-0016 KEY MAP NOlES AND DETAILS APPROVED: JASON S. GELDERT ENGINEERING MANAGER PE 63912 EXPIRES 9/30/26 DAlE INITIAL DAlE INITIAL PROJECT NO. DRAWING NO. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IRVWD BY: : CHKD BY: I CT2017-0003 536-18 ------------------------------------------------------------------------------------------------------------------------------76882.30 iil ~ -Q ~ ,! ~ Docusign Envelope ID: E86CA236-356D-4BA7-A34B-CCDC3CCFA28C 10/10/2024 8/6/2024 MBI LO NORTH R/W I I 4.5' 10· 32' 5' 84' It I I 32' EXIST. A.C. PAVING ANO BASE (TYP.) ___ 1 ____ _ 7.5' 12' SOUTH R/W 10· I 5' 4.5' I EXIST. 8" P. V.C. RECLA/MEO WA JER MAIN PER OMWD OWG NO. 16741 EXIST. 12• A.C. WAJER MAIN PER OWG NO. 205-20 NOJE: UTIUTY LOCATIONS ARE TYPICAL U.N.O. TYPICAL SECTION ~ EXISTING LA COSTA AVENUE NOT TO SCALE PER OWG. 409-4 3' MOO. CONCREJE (RANCHO SANTA FE ROAD TO 100' EAST OF CALLE TIM/JEO) RIBBON GUT1ER PER....,.,._,, WEST 10' 32' 10' EAST LANDSCAPE 5' NORTH R/W 10' I I 4.5' 32' 5' 8' 84' It 32' 10' 12· EXIST. 8" P. V. C. RECLAIMED WA JER MAIN PER OMWD EXIST. 12" A.C. WAJER MAIN PER DWG NO. 205-20 DWG NO. 16741 NOJE: UTILITY LOCATIONS ARE TYPICAL U.N.O. TYPICAL SECTION ~ EXISTING LA COSTA AVENUE NOT TO SCALE PER DWG. 409-4 (100' EAST OF CALLE TIM/JEO TO CAMINO DE LAS COCHES) SOUTH R/W WEST 10' 48' 5' LANDSCAPE-,-.....,._ 5' 20' 4' It 4' 20' ~-i--~=c-c._,_...--=~="--==---..c...o_,_...-'--t __ -=cc-==-c-..,-ccc------l I ,.:>. I I I SDWK. TRAVEL LANE TRAVEL LANE 2% - 6" CURB AND GUTJER (TYP.) A . ' 3.5' PROPOSED DECORATIVE , PA VERS OVER 9" A.B. EAST 10' LANDSCAPE P.C.C. SIDEWALK ·_,t;_.--~) (TYP.) SEE(D2 PROPOSED 8" P. V.C. PROPOSED 6" P. V.C. WA JER FIRE WA JER (PER SEPARA JE (PER SEPARA JE BUILDING PERMIT) FIRE PERMIT) TYPICAL SECTION ~ PORTION Of PROPOSED PVT. DRIVE AISLE •A• (VIA NIDO) NOT TO SCALE NORTH SOUTH WEST 60' EAST r --=---26· --I I. • 1 ~ •VARIES 15' TO 20' 24' *VARIES 15' TO 17.51 7' 1 13' "' 13' 1 '----"-"""'=p,::,A..,,;RK.,.:,I_N-=G.:......:::..:;_ _____ ....=..;c...._ _____ ~PA-R=K=IN_G __ _, 3' 5' LANDSCAPE....,...._,__ 5' 16' It 16' I FACE OF STRUC7URE (TYP.) PARA LEL 1 , TRAVEL LANE TRAVEL LANE , 1 12' f 12' 1. 2' SDWK. TRAVEL LANE TRAVEL LANE I I . I I I I 6" CURB AND I I GUT1ER (TYP.) I 1.5% 1.5% -A A - ri:·' P.C.C. SIDEWALK -5_5• (TYP.) PARK/ G 4' SDWK. PROPOSED 3" A.C.--TRAVEL LANE TRAVEL LANE VARIES (3' MIN.) PROPOSED 3• 1 OVER 10" CL. II A.B. , ELEV. PER LANDSCAPE (TYP) I A.C. OVER 10• 1 , · 1 PLAN \ ' FINISHED GRADE 2% CL. II A.B. ~ m ---::-'7"""'""':7"'":-:-i::::ii~,--,J • • •VARIES ~-~··-··~·-' ·~-'~'--..:. V@1fS A A . - SUBGRADE P.C.C. SIDEWALK 6" CURB (TYP.) Jczz~::;z,)_,t;•·=a,i~~;~~~~t~~ii1~t21:~ P.C.C. SIDEWALK (TYP.) 5.5' (TYP.) 3.5' (':TYP'....:..)!"..f----<,) PROPOSED 4" P. V. C. WA JER 1.5% -VARIES* - 6" CURB ' • JTYP) 3' MOD. CONCRE ffi RIBBON GUT1ER PERW ELEVATION SHOWN ON PLAN P.I. R=0.5" NOTES FINAL STRUC7URAL SECTION TO BE DEJERMINED BY GEOJECHNICAL ENGINEER AFJER INS/7U R-VALUE JESTING. SEE SOILS REPORT AND RECOMMENDATIONS BY GEOSO/LS, INC. DA JED JUNE 17, 2021 AND UPDA JED MARCH 24, 2022. NOTES 1. TRANSITION TO TYPE "G" OR "H" CURB AT ALL CURB RE7URNS, EXCEPT WHERE CURB RAMPS ARE PROVIDED, AND AT ALL CUL-DE-SACS WITH DRAINAGE STRUC7URES. SEE STANDARD DRAWING G-48 FOR DETAILS. 2. CONCREJE SHALL BE 520-C-2500. 3. SEE STANDARD DRAWINGS G-9 AND G-10 FOR JOINT DETAILS. PROPOSED DECORATIVE PA VERS OVER 9" A.B. (TYP.) SEE ED 3.5' (TYP.) PROPOSED 6"-2 PROPOSED 8" P. V.C. FIRE WA JER. (PER SEPARA JE FIRE PERMIT) (PER SEPARA JE BU/LO/NG PERMIT) ..-0 PROPOSED 6" OR 8" PVC SEWER--------i-7' 7' 2' PROPOSED 8" P. V.C. FIRE WA JER (PER SEPARA JE FIRE PERMIT) *VARIES -SEE PLAN FOR DETAILS PROPOSED 8" P. V.C. FIRE WA JER 2' (PER SEPARA JE FIRE PERMIT) DETAIL ~ MODIFIED 4 • ROLLED CURB PRIVATE P. V. C. WA JER I--'"--~ (PER SEPARA JE BUILDING PERMIT) TYPICAL SECTION ~ PORTION OF PROPOSED 3' DWY. PVT, DRIVE AISLE •A• (VIA NIDO) ENTRANCE ROAD WEST i 12' NOT TO SCALE 44' 24' 12' TRAVEL LANE 20' PARKING EAST (PER SEPARA JE BUILDINIG PERMIT) 30" OR 36" HOPE STORM---"":::::;."-'---....-, DRAIN (PER DWG NO. 536-IA) TYPICAL SECTION ~ PORTION OF PROPOSED PVT. DRIVE AISLE •B• (VIA NIDO) NOT TO SCALE WEST 3 D, EAST 1 • 20· • I I I PROPOSED DECORATIVE PA VERS OVER 9" A.B. SEEa-..., I TRAVEL LANE PROPOSED 3" A. C. OVER 10" CL. II A.B. 1 10' f 10' 1 1...---3' MOD. CONCREJE LJL', I TRAVEL TRAVEL RIBBON GUT1ER PERw 3' DWY. 1 LANE LANE 1 3' DWY. (MAX.) 1 ELEV. PER ~' 1 (MAX.) 'C%J 1% TO 15%~ O" CURB PROPOSED 6"-....-- P. V.C. SEWER (PER SEPARA JE BU/DING PERMIT) 6' 6' ELEV. PER • I PLAN 2% - 3' CONCREJE RIBBON GUT1ER PROPOSED 4" P. V. C. WA JER (PER SEPARA JE BUILDING PERMIT) 1.5% - 6" CURB TYPICAL SECTION ~ PROPOSED PVT, DRIVE AISLE ,.H,, FINISHED --- SURFACE (TYP.) VARIES NOTES NOT TO SCALE 1.5' 1.5' . :2 / 1 3• (TYP.) . 0 VARIES 1. CONCREJE SHALL BE 520-C-2500. 2. SEE STANDARD DRAWINGS G-9 ANO G-10 FOR JOINT DETAILS. DETAIL -3' MODIFIED CONCRETE GUTTER 811 NOT TO SCALE SB PLANNING ENGINEERING SURVEYING 3990 Ruffin Rood, Suite 120 Son Diego, Co. 92123 858-560-1141 858-560-8157 Fox 9 y::,~C.C:W SJEPHEN C. OTT DA JE • u z - I PLAN \ • PROPOSED DECORATIVE o• CURB 1% I VARIES ' 'ARIES 15% PAVERS Ocf)9" A.B. ..::M~l~N ..... tt;1~%i-~§~%i~~:!?~1~!?-l61f%i~ti=· M5A_X. (TYP.) SEE ~ (TYP.) 3.5~ PROPOSED 6".__....-n P. V.C. SEWER 5' ,(TYP.)--=PROPOSED 4" P.V.C. WA7ER (PER SEPARA JE BUILDING PERMIT) (PER SEPARAJE BUILDING PERMIT) TYPICAL SECTION ~ PROPOSED PVT, DRIVE AISLES •c• THROUGH •G•. "1• AND "J• NOT TO SCALE 1/2" RADIUS (TYP.) EXPANSION JOINT FINISHED SURFACE 6" 1 2" TYP. --~~-- -~.....:....:.....r.. WEAKENED PLANE..--11---JOINT (TYR.) .•. -! •• • . .. ...... .. .,. NOTES .... .- • ... • " • ..• .... •, 1. CONCREJE SHALL BE 520-C-2500. FINISHED GRADE 2. INSTALL EXPANSION JOINTS AT 45' INJERVALS PER SDG-109 AND G-10. 3. INSTALL WEAKENED PLANE JOINTS 15' INJERVALS PER SDG-109 AND G-10 DETAIL ~ O" CURB NOT TO SCALE PROPOSED 2" P. V. C. WA JER NOT TO SCALE (PER SEPARA JE BUILDING PERMIT) TYPICAL SECTION ~ PORTION OF PROPOSED PVT, DRIVE AISLE •s• (VIA NIDO) (LOT 2> 7· r -, NOT TO SCALE WEST 24' EMERGENCY EAST ,..I ~-=-'--'A""c-"'c"-'£-"-ss='-''-'------il ' 2· 20· 2' I 10' f 8.5' ,i?-I I 8" P.C.C.P. (520-C-2500) RHANG- g• . 0 <'I ... I CURB (TYP.)j S.Tti~~BQ '); 6" CURB AND GUT1ER (TYP.) 6" CURB TYPICAL SECTION ~ PROPOSED SECONDARY EMERGENCY ACCESS A.D.A. PARKING --t--.....J.. SYMBOL PER M. U. T. C.D. FIGURE 3B-19 NOT TO SCALE I 9' (TYP.) I \i 8' VAN LOADING SPACE_) A.D.A. PARKING STALL SIGN & LOCATION PER SDRSD M-28A AND B _Q_ 12" WHIJE LETJERING (TYP.) ACCESS AISLES F DETAIL ~ TYPICAL HANDICAP PARKING AND STRIP ING NOT TO SCALE NOTES; 1. SURFACE SLOPES OF ACCESSIBLE PARKING SPACES AND AISLES SHALL BE THE MINIMUM POSSIBLE AND SHALL NOT EXCEED 1 UNIT VERTICAL TO 48 UNITS HORIZONTAL IN ANY DIRECTION. 2. ACCESS AISLES SHALL BE MARKED WITH A BLUE PAINJED BORDERLINE AROUND THEIR PERIMEJER. THE AREA WITHIN THE BLUE BORDERLINES SHALL BE MARKED WITH HATCHED LINES A MAXIMUM OF 36 INCHES ON CENJER IN A COLOR CONTRASTING WITH THAT OF THE AISLE SURFACE, PREFERABLE BLUE OR WHIJE. 3. AC7UAL STRUC7URAL SECTIONS WILL BE DEJERMINED AF1ER "R" VALUE JESTS HA VE BEEN CONDUCJED BY A PROFESSIONAL ENGINEER OF THE STA JE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE "R" VALUE JESTS AND THE ENGINEERED STRUC7URAL SECTION MUST BE SUBMIT1ED TO THE ENGINEERING INPSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF 7WO (2) CITY WORKING DA Y.S BEFORE THE WORK BEGINS. DAlE INITIAL ENGINEER OF WORK I 24' 8.5' . IC) -PARALLEL i-.. END -- QQMPA/;_[ 24' PARALLEL i-.. MIDDLE CURB (TYP.) 24' PARALLEL END DETAIL ~ TYPICAL PARKING SPACE FINISH GRADE P. V. C. RIGID DRAIN LINE (6" U.N.O.) NOT TO SCALE N.D.S. 6" POL YOLEFIN GRA JE WITH U. V. INHIBITORS A TR/UM TYPE FOR PLANJER. ROUND GRA JE FLUSH FOR 7URF AND HARDSCAPE 2% MIN. 6" DIA. P. V.C. RISER PIPE (LENGTH AS REQUIRED) ~~COMPACJED FILL (TYP.) P. V.C. 45' FIIBNG I[ PER PLAN 1.0% MIN. (U.N.O.) C DETAIL ~ AREA DRAIN '-3,, NOT TO SCALE "AS BUILT" - P.E. EXP. DATE REVIEWED BY• INSPECTOR DATE I SH~ET I CITY OF CARLSBAD ~ ENGINEERING DEPARlMENT 0 PRECISE GRADING PLANS FOR: LA COSTA TOWN SQUARE PARCEL 3 RESIDENTIAL GR-2022-0016 NOlES DETAILS AND TYPICAL SECTIONS APPROVED: JASON S. GELDERT ENGINEERING MANAGER PE 63912 EXPIRES 9/30/26 DAlE IRVWD BY: I PROJECT NO. DRAWING NO. DAlE INITIAL DAlE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL : CHKD BY: CT2017-0003 536-18 ------------------------------------------------------------------------------------------------------------------------------76882.30 iil ~ -Q ~ ,! ~ Docusign Envelope ID: E86CA236-356D-4BA7-A34B-CCDC3CCFA28C 10/10/2024 8/6/24 MBI LO 3 0 0 -,-----,-----,---,-,----,---,-----,---,------,--,---,----,----,----,--,----,---, -3 00 t--+--+--+--+--+--+--t--t-\fs\/-i-----t-----t-----t-----t-----t-----t---. t--+-----t----t--t----ia-""Ct= ;36.l13~• ~..:,i------t------,----,------,-------J • "4=9.0.J '"" /1' ~ 11.35\ ' CURB RETURN DWY A It DWY B -LEFT SCALE: 1" = 20'(H), 1" = 4'(V) 300 -~~~~~~~~~~~~-300 l----+--+-+---+--t--+--+-+-©-+-+--+-+-+---+--1 CURB RETURN DWY A It DWY B -RIGHT SCALE: 1• = 20'(H), 1• = 4'(V) NOT£: NOT£: FOR EXIST. CURB RE1URN AND CROSS-GUTTER SEE IMPROVEMENT PLAN DWG. NO. 409-4. FOR EXIST. LA COSTA A VENUE IMPROVEMENTS SEE IMPROVEMENT PLAN DWG. NO. 205-2D. CENTERLINE DATA TABLE t,/BEARING 1 N07"29' 43"W 2 11'33'08" 3 24'08'16" 4 N20'04'50"W REMOVE AND REPLACE SIDEWALK, CURB AND GUTTER. SIDEWALK TO BE TRANSITION PANEL BETWEEN EXIST. AND PROPOSED. REMOVE EXIST. SECTION AT NEAREST JOINT, OR AS INSTRUCTED BY INSPECTOR IN FIELD. RADIUS LENGTH 56.44' 600.00' 120.98' 115.00' 48.45' 15.14' 1 NOT£: MAJOR PVT. STORM DRAIN PLANS AND DA TA TABLE PER ROUGH GRADING PLANS DWG. NO. 536-1A. FIRE SERVICE MAIN AND DATA TABLE PER FIRE PERMIT NO. FPR2022-0006. 300 -1-++++-+-+-+++-++-+-++++-t-++++-t-+++-H-++++-++-+++-++-+-H-++-+++-++-+--t-1-++-+-++++-t-+++-H-++""H""H -300 1-++++++-++-1-++-++++++-+-+-11-++-++++++-++-+-++-+++++-+-t--t·~o o,o 1--V£r·-+-,-+-+-++++++-+-+-1+-++-+-+++++-+--i 1-++++++-+-+--+-+-+-+++++-t-Hl-+-t-+-+++++-+-+-+-++-+-+++-1P ~S-T<A ~= M+0lr-7'1U+-++-+-+-+-l-+-l-+-+-+-++-+-+-+-l-+-l 1-++++++-+-+--+-+-+-+++++-t-Hl-+-t-+-+++++-+-+-+-+t-+-++-+-,p ' ~. Ev'. -'.817. 9E,L,+++++-t-+-1--++-++++++-t-+-1 \ 295 -1-++++-++-++-H-++++-+-+++-++++-++-+++-i-+++-H-++++-+-+-t-++-+++-++-+iH--i-++-t-M:)fH-::t-t-t++-++-+--r--r-H -295 1-++++++-+-+--+-+-+-+++++-+-+-+-++-+-+++++-+-+-t-++++++-+-+-11-+-+-+++++-+-ll--i--il-+-t-+-+-,::S. .-0::::---1J+--+-+-+-1-+-1-+--H 1-++++++-+-+--+-+-+-+++-++-+1-+-+-+++++++-H-+-+-+++++++-H+-+t-+-++++-+-ll--i--i+-+t-+-+-'i" !l'J (j),~+=l=l++P::H l•+~-lf I -~J...., Ir I , :-i~ ' 1-1-tt++++++=!=~tt++++=+=++=!=t+++++=+=+=+=+l=!=++++++=+=+=+l=!=!=ttt+r-+"i'-;;11nct:F-... r-t-t-+-~ ,"1_ ~-bl+-+-++-+-+-+-+-H 0, f:l!/·k~>+-+--+-'f;!: ~~Q)+-+-++-+-+-+-+-H 1-++++++-+-+--+-+-+-+++++-+-+-+-++-+-+++++-+-+-t-++-+-+++-+-+-11-+-t-+++-t'+-. I .l -"i-"i-l'i ++-t+-t+-t-+-1--1 1-++++++-+-+--+-+-+-+++++-+-+-+-+++++-+-,U}!:0 -,~ ~G'+-+-+-+-+-+-+-+-+-1•-+o::~ f-~ <o-: 290 -'.ev,~;l.E\'. " Li l ~':' ; ~ig-+-+-+-+-ll5,-t,,91l -290 I f•--9 1-.J Q r ~C\I , .. ~ Ci<:l r-+---1-·-!,,-'" 1 I. ~j~;1++-+-ll--i--i---Y\-v +-+-+-lc+-t+-tl-+-t-+++++-+-, ~t:j::j::j::j::j::j::j:=j::~j::t:j::j::j::j::j::j::j:=j::j::j:::j::j::j::j::j:=l=+=ll:'.i!=11~1l:!:;=· ..J~P=l=1+~-~ -~-~:+-++l~+k t--+-++-+-11+-t-+-+-++++++-+-+-I t-+++++-+-H-+-1-++++++-+-H-+-t-+-++++-+-t·--t--±-Vl ·U -©+++-+-+-ll-f-lH-+++++-4,4-i-l-t-t-++-ll-++-t-+-t-++-+-+++-H ;i:._: N i;c 1-++++++-+-+--+-+-+-+++++-+-+-t-+++++++-l-l-l.lu I J J 285 -:1!", 19 ~ LtJ ' " l!)'"--+-++-+-+-+-++-+t-+-+-t -285 I • o _I . 11..: 1 1/ (0 I ,-'1-i t-1-t::t:::J:ttt=l=l=~l=t:t:J:ttt=1=1=1=~t:+=+:J:t1;:i:=1=1=t 0) Q -0) -+--ro-"" -~l---t-t-/r+-+-++-,, l~l-+-+-+--t-t--+-+-+-++-+H ". ,~~-ll:i~_.dc\~·'•~ :Nein -~ ~I? -:11,. C5 ~-,-~ 1~9'---+-+-+++-+-+-+-+-1--1--1-++++++-+-+-l-l-+++++-+-H-+-l-+++++-'i° ,~, -Ii ., -11 :,0 iF N -K I)-: 1,----,f-+-+-+-++-+-+-+-1-+-H 1-+++++-t+--+t-++++++-J+-i-+t-+++tt~\ll (.)_ ~-• ~,: -._ ll:0,; .j._ '~ !lO !q. ~ LTl-+1 +++++-t+-t-+-H ~.:,_li.;:::i 'i;J -~ ,._I'-' ~ ~ I,~,,_; l-+t-++-t+-tl-+-\-1-t-+t-++-t+-t-+-l-+t-+++Q)r I ,\-'l' 111 ~<1-+-+-+-+-+-+-+-+--+-H 1-+++++-+-1-+-l-l-+-+-+++-+-+-1-+-1-+++++.! __ ,... co .,,.O)(d 1r t-1-tt:t:t:t::t::t=~~:::tt:t:t:t:t::::::::=~:=tt::::t:t.,,.._,l O ~ 0 I l,'---i!--:e-~ I~ -280 280 --1,,, ,,.., ~+:J:ttt=1=1=~l=l=+=+:J:tt::t=1=1=~1=+=+=Lrt;t1;;1::1:r::21",:_t:.:J:-ttt=1-=1-::it,c,t.t-t:.+t-++=1-::it,c,t.t-t-++ :~-~-+-+-+-+-++-+-+-+--H 2. 'J,¥-v o ,--+-'-F~-M-+++-t-+-1-+-+-++++++-++--++-+l'~6s-+-+-+-+-1--t-t--t-tt-t-1 ' (i)" !X)r I ~ I / 5,() ! ,._ 1-f" frr:0--C!c)--,'--+-+-l-+-1--+-+-+-++-+-+-+-l-+-1--+-+-+-+-+-+-+-+-1-+-t-+-+-+-+-+-+-, 1-++++++-t-+-1--++-++++++-t-+l-"l'tt++~ ,el 'i.J"'4,">f-l-+-l-l-+-+-+++-+-+-1-+-1-++++++-+-+-1-+-+-+-+++++-+-+-l '1=:J::J:P=l=1+~+=+:J::J:P=1=1+1=+=+=+PP=1=1+Ji.i~.I ~-t-=re,,_ +-+-+-t--+-+-+-+-+-+-+-+-+--+-+-+-+-+-1-+-+-+-+++-+-+-++-+1-+-t-+-t I-I '• I , I ':t-+-++-+-+-+-+-+-t-+-+-+-+-t-+-+-+-l---t-t-+-+-+-++-+-+-+-+--t-t-+-+-t 275 -~~~-CD~ -275 r-"-7 I I £M£RG£NCY ACCESS DWY, SCALE: 1• = 20'(H), 1• = 4'(V) NOTE; SEE SHEET 5 CURB DATA TABLE FOR PROPOSED PUBLIC IMPROVEMENTS AND ONS/TE ROUGH GRADING SEE GRADING PLAN DWG. NO. 536-1A. ( } t,/BEARING RADIUS LENGTH DESCRIPTION NOT£: 17\SEE PRECISE GRADING PLAN SHEETS 'V11-17 FOR TOP OF CURB ELEVATIONS. (j)FOR TYPICAL STREET SECTIONS AND PAVEMENT STRUC1URAL SECTIONS SEE SHEET 3. (l)sEE SHEET 18 FOR DRl\lcWAY "B" CURB DA TA TABLE AND ELEVATIONS. ©srr SHEETS 11-17 FOR PRECISE GRADING RETAINING WALL INFORMATION. f,.: ct: --b 0 l<i - ----~ ~ -----------.f--. . : .. ~ -:·: :·. ~ • f,.: . ..., i:t: f,.: ~ (/) 1 2 3 4 5 6 7 8 9 10 11 12 01"32'16" 926.80 24.87 6" CURB AND GTR. PER SDRSD G-02 16'04'55" 100.00 28.07 6" CURB AND GTR. PER SDRSD G-02 7"29'37" 500.00 65.39 6" CURB AND GTR. PER SDRSD G-02 10"38'28" 102.00 18.94 6" CURB AND GTR. PER SDRSD G-02 103"29'48" 20.00 36.13 6" CURB AND GTR. PER SDRSD G-02 82"34'13" 20.00 28.82 6" CURB AND GTR. PER SDRSD G-02 13'02'26" 128.00 29.13 6" CURB AND GTR. PER SDRSD G-02 73·37'49• 501.95 118.54 6" CURB AND GTR. PER SDRSD G-02 180'00'oo· 4.00 12.57 6" MEDIAN CURB PER G-06 TYPE "B-1" 5·55'54• 604.00 62.70 6" MEDIAN CURB PER G-06 TYPE "B-1" 180'00'oo· 4.00 12.57 6" MEDIAN CURB PER G-06 TYPE "B-1" 5·55'54• 596.00 61.87 6" MEDIAN CURB PER G-06 TYPE "B-1" \ \ GRAPHIC SCALE (VIA NIDO) PVT. DWY "8" ------ ----SEE SHEET 5 INDICATES EXISTING EASEMENT FOR PUBLIC ROAD AND SLOPE RIGHT PURPOSES PER DOC. RECORDED 7/14/1977 AS FILE/PAGE NO. 77-281161, O.R. -------20' 0 20' 40' 60' I -+-+--+--+---t-t--+-+--t--+--+--+-+--+--+-t--t--+-+--r--+--+-+--+--+---t-i--+-+--r--+---r-+-+---;---t---t-,,oi--+-+--r----,-----,---,-----,---,-----,-:,- -+-+-+-+--l-t-+-+-+--+--+--+-+-+-+-l--t-+-+--+--+--+-+-+-+--l-l--t-+-+--t---t--+-+---t-+----i-t-Lwt--+-+-+--+--+--+-+--+--+- d f2 -+-+-+-+--l-t-+-+-+--+--+--+-+-+-+-1--t-+-+--+--+--+-+-+-+--l-t--t-+-+--t---t--+--t:~-H-+--+---+-io -+--+--+--+---t-\--+-+-+-+--+--+-+--+---t-1-t-+--+-+--+--+--+--+--+---t-l-+-+-+--+--+--+-+~7~0 ~~-+--+---+---+--+---t-1-t-- (.) 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REVIEWED BY• INSPECTOR DATE DATE I SH~ET I ~ CITY OF CARLSBAD ENGINEERING DEPARlMENT 0 PRECISE GRADING PLANS FOR: LA COSTA TOWN SQUARE PARCEL 3 RESIDENTIAL GR-2022-0016 PRIVATE IMPROVEMENT PLANS APPROVED: JASON S. GELDERT ENGINEERING MANAGER PE 63912 EXPIRES 9/30/26 DATE IRVWD BY: I PROJECT NO. DRAWING NO. DAlE INITIAL DAlE INlllAL DAlE INlllAL REVISION DESCRIPTION : CHKD BY: CT2017-0003 536-18 ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL Docusign Envelope ID: E86CA236-356D-4BA7-A34B-CCDC3CCFA28C 10/10/2024 8/6/24 MBI LO I .____J ' +--+--+----1---+-_,_---+------'-+--+--+--'-_,_---'----1-----'-_,_-----'_'---1-3cr~· ~C~J+-+-+-+-+--+--+-+--+---+-1-l-+-+-+--+--+-+-+---+---+-l-+-+-+-+--+--+-+-+---+----l-1-t--l-+--+----l-----l-----l--+----l-l----l-t--l-+--+----l----l-----l--+----1-1----l--l---l-----l-------l----l-----l----l-----1----1-1-1--l---l---- +--+--+----1---+-_,_---+------'-+--+--+--'-_,_---'----1-----'-_,_-----'___,.,;'VI-STA.-= ~10+-50-0•CJ'-+---+---+-l----+-+-+-+--+--+-+-+---+----l-l-t---l-+--+----1-----l---+-+----l-l----l-+--l-+--+--+-+-+-+----l-l----l--l---l-----l------l-----l-----l----l-----1----1-1-1--l-+--+----l-----l---+-+----1----ll----l--l--l-+--+----l-----l-----l-------l-----1 • -Pvt ELEV: =i 2 2. 112 Gi-6. 00% t--;_,e_6H--l-l-l-t-t-t-+-+-+-++++-+-=t=:.:+iw~,ai~~,~~u.irt~,::.::.i:=-t---l---l-l-t-t-t-t-t-+-+-++++++++-+-+-+-+-+-+--l---l-l-t-t-t-+-+-+-+-+-+++++++-+-+-+-+-+-+---l---l-l-l-t-+-+-+-+-+-+-+++-l--1-~--300 L J_J__J__j_J_j_J_LLL1-J_J__J__J_J_J_l=±=±=:E±±~_J__j• IH-t-+-+-+-+--+--+-+--+---+----ll-l-t-+-+-+--+--+-+--+---+-l----l-t-+-+--+--+-+--+--+----l-l--l--l---l---+----l-----l-----l---t--+----ll----l---l----l---l----+----l-----l-----l--+----1-1----l--l---l---l-------l----l----l----l-------l-----l----l Ill <.:, +-+-+--+--+--1--------j----+--+--+--+__,_---1-____,_--+----+----1----1-------1--+---1----1--+-+--+--'->i.-;,-+--+--1-----j----1--+--+--+--+--+---+---+--+--+--+--+--+-+-+-+--1--+--+---------1--+--+--+--+--+---+---+---+--+--+--+--+-+-+-+--1--+--L -'--30"1°0] va ~ ~ I P'{f ! 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NO. 2012-0781498, O,R, IND/CA TES A COVENANT OF PR/VA TE ACCESS EASEMENT OVER LOT 1 FOR THE BENEFIT OF LOT 2 PER MAP NO. ___ RECORDED ON ___ _ IND/CA TES A COVENANT OF PR/VA TE SEf\E'R EASEMENT OVER LOT 2 FOR THE BENEFIT OF LOT 1 PER MAP NO, __ RECORDED ON __ _ IND/CA TES A COVENANT OF PR/VA TE WATER EASEMENT OVER LOT 1 FOR THE BENEFIT OF LOT 2 PER MAP NO, ___ RECORDED ON ---~ 1/H µ( / 111111 o -1-'~~> {:~ D :::Cl-C/J ,'JL,~1.1-nr;,:z::/==l~'fJ::i:±±:f=t/ k ;1±1::::l=i=t=~~!I~ ,, ~; ,:::_,,':.,;'.t>;. ,'.·/:;/;-: 'J.J~~,~ ~~-· MAJOR PVT. STORM DRAIN PLANS AND DA TA TABLE PER ROUGH GRADING PLANS DWG. NO. 536-1A. FIRE SERVICE MAIN AND DATA TABLE PER flRE PERMIT NO. FPR2022-0006. ~ = = -=:11 ---- --..I= DSCAPE PLANS-- --- IL 12 C 2 4 11 ------- ---- PVT. DWY "J" SEE SHEET 10 PVT. --1 ------.-------·---"> --- ---¼-~ "' - "' - 3 1 DWY. •s• (VIA NIDO} . ,_ ~ 4J --tr=:--±~L-+:=~Y ~~~±#~'.):::14 V) ~ I (rj PVT. 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NO. 536-IA. 0 SE£ PRECISE GRADING PLAN SHEETS 11-17 FOR TOP OF CURB ( ) 1/BEARING RADIUS LENGTH DESCRIPTION ELEVATIONS. • LA COSTA TOWN SQUARE @FOR TYPICAL STREET SECTIONS AND SB U p•ARCEL 3 RESIDENTf'AL » PAVEMENT STRUCTURAL SECTIONS Z "' "' i!l SEE SHEET 3. -t---1-----l------------------+---1-----1-----l--------1 GR-2022-0016 PRIVATE IMPROVEMENT PLANS " PLANNING ENGINEERING SURVEYING t---l---+----------------1---1--+--+----I APPROVED: JASON S. GELDERT :'i 1 N69"55'10"W --14.79 6" CURB PER SDRSD G-01 2 54'30'01" 42.00 39.95 6" CURB PER SDRSD G-01 3 N15'25'09"W --13.32 6" CURB PER SDRSD G-01 4 N15'25'09"W --13.32 6" CURB AND GTR. PER SDRSD G-02 5 54'30'01" 62.00 58.98 6" CURB AND GTR. PER SDRSD G-02 --0 SE£ SHEET 18 FOR DRIVEWAY "B" 3990 Ruffin Road, Suite 120 :il 1 CURB DATA TABLE AND ELEVATIONS. ~g~_o:g-:,f:1 ~~:tso-8157 l----l----+----------------+-----1---1----1-----1 ENGINEERING MANAGER PE 63912 EXPIRES 9 30 26 DATE > JJ Fax I RVWD BY·. ___ PROJECT NO. DRAWING NO. c; 6 N69"55'1o·w 12.78 6" CURB AND GTR. PER SDRSD G-02 0 DA 1E INITIAL DA 1E INITIAL DA 1E INITIAL <.J 811 \L:,~{l c:f!:to ENGINEER OF WORK REVISION DESCRIPTION 1-0-TH-ER-AP'-PR-O-VA-L-+--CI_TY_Af'-'-'PR"'-O"'VM..=....i CHKD BY: CT2017-0003 536-1 B ~ "ST£MNC.OTT DA TE • " ------------------------------------------------------------------------------------------------------------------------------------------------------..... ~ 76882.30 Docusign Envelope ID: E86CA236-356D-4BA7-A34B-CCDC3CCFA28C 10/10/2024 8/6/24 MBI LO 300 C C • C C + 'II' -LC') 280 I-,£ ).. -~- -...,- !O ------'ci-'-~-~- {.;I ;,t --f -~ 14 ' ,l. Clvj ~ IQ ~-~ .,. . +-. 0) :c C\I DWY "F" SEE SHEET B . :S ... -_, II 11:l ;- ~ ~ c -fl (fj ~-0 ,. 8 '.C ' I .~ ~-~ 0 01+•; + + ::;: "' ~C\I "' -- / -• 5-L---; ---r '---sTqRM Df Al~ PER DWG. 36 -1A u al ~ IL, IQ J<) ~ I i-: ...J . ~ r-.; ~ - 1 ,::: " 11:l ~ ~ t Cl Cc,j " I '1.,j 9> ... I ~ (QI i-: II) l:'">(01 ~ --'r><,j ;t,_ t:O'): {.;I -- --- PR ,,Pc se ,-F-NI! 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IND/CA TES A COVENANT OF PR/VA TE ACCESS EASEMENT OVER LOT 1 FOR THE BENEFIT OF LOT 2 PER MAP NO. __ RECORDED ON --~ IND/CA TES A COVENANT OF PR/VA TE SEf\f"R EASEMENT OVER LOT 2 FOR THE BENEFIT OF LOT 1 PER MAP NO. __ RECORDED ON __ _ IND/CA TES A COVENANT OF PR/VA TE WATER EASEMENT OVER LOT 1 FOR THE BENEFIT OF LOT 2 PER MAP NO. __ RECORDED ON __ _ ------ -----------20' 0 20' 40' 60' -- 1 II-11:l iJ: ~ ~ c -'i::, (fj -r;n ~- I I, i ,~ -~ I . "i I ·~ C ~ '!')IQ_~c--f--Q ~ ..., ~ + tt "i • . -~-f-~ (0 1"j ~ -,... C\I + (0 0) -~ !.00~ -oFro~ I '-- ' DWY "H" ~ -,:_ -300 - NOTE; . )...'. ~~ (/) c:i 290-l i-. i.... Lu Lu ~ ....J -Lu ....J Lu ::i:: (/) ~ ~ 280- f-- - f-- I~ =7b cXIST. '--- -~ ST<• RIA -D Al ' ' I DWG. 536-1 r.'I SEE PRECISE GRADING PLAN SHEETS \..!,) 11-17 FOR TOP OF CURB ELEVATIONS. ® FOR TYPICAL STREET SECTIONS AND PAVEMENT STRUC1URAL SECTIONS SEE SHEET 3. SEE SHEET 9 ·® 0 SEE SHEET 18 FOR DRIVEWAY "B" CURB DA TA TABLE AND ELEVATIONS. if15.0' • ~-. 0 SEE SHEET 16 FOR OFF-SITE SIDEWALK IMPROVEMENTS. II ::i: ).. .. ;;",-e ,· -fi! • • ,. -~t:)_ •. n LOT 2 NOT£: FOR PROPOSED PUBLIC IMPROVEMENTS AND ONSITE ROUGH GRADING SEE GRADING PLAN DWG. NO. 536-1A. NOTE; ® SEE SHEETS 11-17 FOR PRECISE GRADING RETAINING WALL INFORMATION. MAJOR PVT. STORM DRAIN PLANS AND DA TA TABLE PER ROUGH GRADING PLANS DWG. NO. 536-1A. FIRE SERVICE MAIN AND DATA TABLE PER FIRE PERMIT NO. FPR2022-0006. SB PLANNING ENGINEERING SURVEYING 3990 Ruffin Rood, Suite 120 San Diego, Ca. 92123 858-560-1141 858-560-8157 Fax ~p~%?@ DATE • u z - -~ "-!,)"' PRIP(}S NtS/'f, ~ ' ' 'GRADE ·xt ctE tRciP1tt , 8 t2-I -~ ~ I ~ ...,-~ -I. \ GROUND ClQ IQ ,= --.:--I'< C\< z:DD-,--8l J ... ---, " -~ -' --~ I -1~00%-- -P '::R 11B --~-PVT. DWY. "8" SCALE: 1" = 20'(H), 1" = 4 '(V) I DAlE INITIAL ENGINEER OF WORK MATCH LINE ~ STA. 17+25.00 SEE LEFT <i CENTERLINE DATA I I ll/BEARING RADIUS 1 N83'01 '45"E -- 2 90'00'00" 25.00 3 N06"58'15"W -- REVISION DESCRIPTION ..-r - • • (TYP.) TABLE LENGTH 23.53 39.27 78.33 DAlE INITIAL OTHER APPROVAL -0-- ,, 0--· -0-- • • -. IQ gj I DAlE INITIAL CITY APPROVAL P.E. LETTER OF PERMISSION TO GRADE AND IMPROVE OFF-SITE SIGNED BY: SCOTT GRADY DA TE: 11-01-2022 ,. = 20' "AS BUILT" EXP. DATE REVIEWED BY, INSPECTOR DATE I SH~ET I CITY OF CARLSBAD ~ ENGINEERING DEPARlMENT 0 PRECISE GRADING PLANS FOR: LA COSTA TOWN SQUARE PARCEL 3 RESIDENTIAL GR-2022-0016 PRIVATE IMPROVEMENT PLANS APPROVED: JASON S. GELDERT ENGINEERING MANAGER PE 63912 EXPIRES 9/30/26 DATE IRVWD BY: I PROJECT NO. DRAWING NO. : CHKD BY: CT2017-0003 536-18 ------------------------------------------------------------------------------------------------------------------------------76882.30 iil ~ -Q ~ ,! ~ Docusign Envelope ID: E86CA236-356D-4BA7-A34B-CCDC3CCFA28C 10/10/2024 8/6/24 MBI LO811 p - --+--+--+----t~·~~,+--+--+--+----t----t-t--t--+-+-+-+--+--+--+--+--+--+--+---+---+---+--+---+--+--+--+---+---+----t- --t----t-t--t-~~~l*----l-t--t-+-+-+--+--+-+-+-----¼91~-t--t-+-+-l;IJGl----t-.~rt--+-+---t----t-t-t-+-,S11 ~+--t-b ~, ~ J V, ~ " J >---+----t-1--t--i:,_s_r ,.._"r-+--+--+-+-+---t----t-t-t-+----la~"'·I 1'::...,1-t--t-+-+-~: be v, t5 ~t-1-t--+-~~sf~I 15+--1- _-+--+--+--+-,Sio "'"'-+--+--+-+-+---t----t-t-t-+----k l.,/.._t---+-+--+-~'-"'' 'Q_ ~ ~L,,, __ _J v, <::I l:ri I+..,-• 0) Q) CJ) "-: ,._ ~ '-.;ff La.:, .._I oi7 ~--,. 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NOT£; FOR PROPOSED PUBLIC IMPROVEMENTS AND ONSITE ROUGH GRADING SEE GRADING PLAN DWG. NO. 536-1A. NOTE: 0 SEE PRECISE GRADING PLAN SHEETS 11-17 FOR TOP OF CURB ELEVATIONS. {])FOR TYPICAL STREET SECTIONS AND PAVEMENT STRUCTURAL SECTIONS SEE SHEET 3. @sEE SHEET 18 FOR DRIVEWAY "B" CURB DA TA TABLE AND ELEVATIONS. ©sEE SHEETS 11-17 FOR PRECISE GRADING RETAINING WALL INFORMATION. CURB DATA TABLE 4/BEARING RADIUS LENGTH DESCRIPTION . --- , n 6 - , --~- N20"04'50"W --90.54 o• CURB PER DETAIL E/3 I ).. ~ F> g c:i 0 0 N69'55'10"E --12.00 6" STRAIGHT CURB PER SDRSD G-01 N20"04'50"W --89.04 o• CURB PER DETAIL E/3 N20"04'50"W --89.04 o• CURB PER DETAIL E/3 N69'55'10"E --12.00 6" STRAIGHT CURB PER SDRSD G-01 N20"04'50"W --89.04 o• CURB PER DETAIL E/3 SB PLANNING ENGINEERING SURVEYING 3990 Ruffin Rood, Suite 120 San Drego, Ca. 92123 858-560-1141 858-560-8157 Fax VS~~~a1zv DATE In u,l I ==! oi " ..... • u z - -, ' () ,_, - ,\! e, oeos~D-1/11/SH"o-~ l;lJ .,. GRAD¢ ~T ffEN'rE~LINE (I!) 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IND/CA TES EXISTING EASEMENT FOR SEWER PURPOSES PER DOCUMENT RECORDED 12/12/2012 AS DOC. NO. 2012-0781498, O.R. IND/CA TES A COVENANT OF PR/VA TE ACCESS EASEMENT OVER LOT 1 FOR THE BENEFIT OF LOT 2 PER MAP NO. ___ RECORDED ON ---~ IND/CA TES A COVENANT OF PR/VA TE SEWER EASEMENT OVER LOT 2 FOR THE BENEFIT OF LOT 1 PER MAP NO. ___ RECORDED ON __ _ IND/CA TES A COVENANT OF PR/VA TE WATER EASEMENT OVER LOT 1 FOR THE BENEFIT OF LOT 2 PER MAP NO. ___ RECORDED ON __ _ GRAPHIC SCALE 20' 0 20· 40' "AS BUILT" P.E. EXP. REVIEWED BY, INSPECTOR I SH~ET I CITY OF CARLSBAD ENGINEERING DEPARlMENT PRECISE GRADING PLANS FOR: 60' DATE DATE ~ 0 LA COSTA TOWN SQUARE PARCEL 3 RESIDENTIAL GR-2022-0016 PRIVATE IMPROVEMENT PLANS APPROVED: JASON S. GELDERT ENGINEERING MANAGER PE 63912 EXPIRES 9/30/26 DATE DAlE INITIAL DAlE INITIAL PROJECT NO. DRAWING NO. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IRVWD BY: : CHKD BY: I CT2017-0003 536-18 ------------------------------------------------------------------------------------------------------------------------------76882.30 iil ~ -Q ~ ,! ~ Docusign Envelope ID: E86CA236-356D-4BA7-A34B-CCDC3CCFA28C 10/10/2024 8/6/24 MBI LO -~ ·0 , -• - -f.l 'r8 ~I ~ c::i g 0 q ~ ., u.: ,:: ~ I I ~ ' ' ' 0 I I I I I I I PROP0S£D-f i/NIS/.IED-----, I'\ GR'AD£ A,.. CENTERLINE ~ d ~ ~ XI. r.-GRI ,w o-~o / l2 0 "'f2 -I + ~ ol:E- " ll'.] 1,09 -0 -ll'.]~---,._ 5. +o ~-~~- ,]!, IX] I<) ~ (.!) (l)_ll'.](.5 -ll'.] . ~ Q -'I' Ll 1.5 •'-;!; ~ ct: ;!; ~ -:-'I-1£-... C-. 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"£" SCALE: 1 • = 20'(H), 1" = 4 '(V) t: ~ --- NOT£: FOR PROPOSED PUBUC IMPROVEMENTS AND ONSITE ROUGH GRADING SEE GRADING PLAN DWG. NO. 536-1A. DWY "B" SEE SHEET 6 -- NOT£; MAJOR PVT. STORM DRAIN PLANS AND DA TA TABLE PER ROUGH GRADING PLANS DWG. NO. 536-1A. F7RE SERVICE MAIN AND DATA TABLE PER FIRE PERMIT NO. FPR2022-0006. !~,.....,,,,,I \j-1 ~ D 32 l1S NOT£: 17\ SEE PRECISE GRADING PLAN SHEETS \:.I 11-17 FOR TOP OF CURB ELEVATIONS. Q) FOR TYPICAL STREET SECTIONS AND PAVEMENT STRUCTURAL SECTIONS SEE SHEET 3. 0 SEE SHEET 18 FOR DRIVEWAY "B" CURB DA TA TABLE AND ELEVATIONS. .• -. ~1-----~ . I I PVT. DWY. "F" SCALE: 7" = 20'(H), 7" = 4'(V) - DWY "B" SEE SHEET 6 I// lA----1-fJ----//Jffr;rtD I II I I I 4 5 17' +/-PER PLAN -CONTRACTOR TO FIELD MEASURE 9 3 3 5'-9" LEGEND (i) 6" DIA. GALVANIZED POST SLEEVE OVER G) GAL V POST, SIZE AS NECESSARY FOR POST SLEEVE 0 4" DIA. GALVANIZED ARM ® 3/8" THICK WELDED END PLATE WITH "U" SHAPED EYLET, SIZE EYLET OPENING FOR 0) 4" DIA.GALVANIZED BRACE CHAIN OR LOCK TO SECURE BOTH ARMS 0 FINISH GRADE ® KNOX BOX OR FIRE DEPARTMENT APPROVED ACCESS BOX, LOCK AND OR 0 SUBGRADE PER SOILS REPORT METHOD OF SECURING GATE TO BE COO RD INA TED WITH FIRE DEPARTMENT 0 CONCRETE FOOTING: SLOPE TO DRAIN PRIOR TO INSTALL. NOTE: 1. DETAIL IS FOR DESIGN INTENT ONLY -ALL STRUCTIJRAL REINFORCEMENT, CONNECTIONS & FOOTINGS SHALL BE PER STRUCTURAL ENGINEER 2. GATE CONTRACTOR SHALL PROVIDE SHOP DRAWING FOR FINAL APPROVAL BY OWNER. 3. GRIND ALL WELDS SMOOTH -PAINT W/ (2) COATS OF RUST INHIBITIVE PRIMER & (2) COATS OF FLAT BLACK ENAMEL EMERGENCY ACCESS GATE DETAIL EASEMENT LEGEND: 0 IND/CA TES EXISTING EASEMENT FOR PUBLIC ROAD AND SLOPE RIGHT PURPOSES PER DOC, RECORDED 7/14/1977 AS FILE/PAGE NO. 77-281161, O.R. IND/CA TES EXISTING EASEMENT FOR PUBLIC STREET AND PUBLIC UTILITY PURPOSES PER DOC. RECORDED 12/28/2012 AS DOC. NO. 2012-0821617, O.R. IND/CA TES EXISTING EASEMENT FOR SEWER PURPOSES PER DOCUMENT RECORDED 12/12/2012 AS DOC. NO, 2012-0781498, O.R. IND/CA TES A COVENANT OF PR/VA TE ACCESS EASEMENT OVER LOT 1 FOR THE BENEFIT OF LOT 2 PER MAP NO. ___ RECORDED ON ___ _ IND/CA TES A COVENANT OF PR/VA TE SEWER EASEMENT OVER LOT 2 FOR THE BENEFIT OF LOT 1 PER MAP NO. ___ RECORDED ON __ _ IND/CA TES A COVENANT OF PRIVATE WATER EASEMENT OVER LOT 1 FOR THE BENEFIT OF LOT 2 PER MAP NO. ___ RECORDED ON __ _ CENTERLINE DATA TABLE [ ) !,/BEARING RADIUS LENGTH 1 N20TJ4'50"W --86.11' 2 2·35•44• 100.00· 4.56' 3 N17'28'06"W --22.83' GRAPHIC SCALE 20' 0 20' 40' "AS BUILT" 60' CENTERLINE DATA TABLE PVT. DWY. PVT. DWY. DWY "B" SEE SHEET 5 ( } il/BEARING RADIUS LENGTH CURB DATA TABLE 1 N20TJ4'50"W --112.04' ( ) il/BEARING RADIUS LENGTH DESCRIPTION 1 N20TJ4'50"W --89.04 o• CURB PER DETAIL E/3 2 N69"55'20"E --12.00 6" STRAIGHT CURB PER SDRSD G-01 3 N20TJ4'50"W --89.04 o• CURB PER DETAIL E/3 4 2TJ6'02" 90.00 3.30 6" STRAIGHT CURB PER SDRSD G-01 5 N20TJ4'50"W --86.11 o• CURB PER DETAIL E/3 6 N69"55'20"E --12.00 6" STRAIGHT CURB PER SDRSD G-01 7 N20TJ4'50"W --83.16 o• CURB PER DETAIL E/3 8 4"53'48" 125.00 10.68 6" STRAIGHT CURB PER SDRSD G-01 811 SB PLANNING ENGINEERING SURVEYING 3990 Ruffin Rood, Suite 120 San Diego, Ca. 92123 858-560-1141 858-560-8157 Fax ~<Zt'tf1ro7r d;lo DA TE • u z - P.E. __ _ EXP. ___ _ DATE REVIEWED BY• INSPECTOR DATE ,__-------------------->---I sHE8ET I CITY OF CARLSBAD ~a ENGINEERING DEPARlMENT ~ ::==::'....::::=========:'...==~ 1----t----+----------------+------11----+---+-----1 PRECISE GRADING PLANS FOR: LA COSTA TOWN SQUARE PARCEL 3 RESIDENTIAL 1----t----+----------------+------11----+---+-----1 GR-2022-0016 PRIVATE IMPROVEMENT PLANS 1----t----+----------------+------11----+---+-----1 APPROVED: JASON S. GELDERT 1----+-----+----------------+----<1-----+----+------1 ENGINEERING MANAGER PE 63912 EXPIRES 9 30 26 PROJECT NO. CT2017-0003 DA 1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION DAlE IN/1lAL DAlE IN/1lAL I RVWD BY: --- f-D_TH_E_R_A ..... PP_R_OV_A_L-+--C-ITY_Af'_.,P_R_OV-AL--1 CHKD BY: DATE DRAWING NO. 536-18 ------------------------------------------------------------------------------------------------------------------------------76882.30 iil ~ -Q ~ ,! ~ Docusign Envelope ID: E86CA236-356D-4BA7-A34B-CCDC3CCFA28C 10/10/2024 8/6/24 MBI LO C!) ··-. --31: Q . g ~ : g =! -1-~ 0 --T - --,- , --- .. () , 51 811 PROP(!)SED I Nl$HEt;)-,--.,_ f ~ GR1A-ot-Ar -c c/i/TERD/i/E '1 ·1 d 12 < ~ 1EXliT. GI OUND 0 D ~ IO ---JJ,QO;{._ ,...: <5 Rl -r---• ,5;_,q -- • , PVT. DWY. "G" SCALE: 1 • = 20'(H), 1. = 4 '(V) JI ,_ (Xl (Xl . ~-~ C:,1-c:-j -OJ 12 I v; Vi <!i Vi J ~ 'Fl Ci vi o!~oi~-1 o, \'j "' I o, ti:: 0, :ct-a:: 0, l'fli: ....._i . 1 ·O"'t !')_\J c-1,-~ h -'t! "!"' . t:2-~-0 'l")~ "' ' "' "' I • t\i 'I-'"' J!: I-' 'I) IIO <c "' 0) J!:: Q)_~ S!-i!-N'-I;!: I• t'\i :i? "f) ,, • --1-~-o, ~+---t+-"' ,._ (\I -"' ..! 0, .. ' 11)0> ~Dpl ..c "' i-Ill "' 1""' :r:: ... "' ~ t7 6-tx,;.,. .~ I -,. ~2. -' .. , NOT£: MAJOR PVT. STORM DRAIN PLANS AND DA TA TABLE PER ROUGH GRADING PLANS DWG. NO. 5.36-1A. FIRE SERVICE MAIN AND DATA TABLE PER FIRE PERMIT NO. FPR2022-0006. --- - -· --~ - .., ·--· - NOTE; FOR PROPOSED PUBLIC IMPROVEMENTS AND ONSITE ROUGH GRADING SEE GRADING PLAN DWG. NO. 5.36-1A. --- --M , --- 5-? NOT£: PVT, DWY, "G" I '- DWY "B" SEE SHEET 6 CENTERLINE DATA TABLE ( ) !,/BEARING RADIUS LENGTH 1 N06"58'1B"W --1.3.3.29' 11 { ) 1 2 .3 4 5 6 7 B 9 10 11 12 1.3 14 15 r.'\ SEE PRECISE GRADING PLAN SHEETS '-V 11-17 FOR TOP OF CURB ELEVATIONS. Q) FOR TYPICAL STREET SECTIONS AND PAVEMENT STRUCTURAL SECTIONS SEE SHEET .3. 0 SEE SHEET 18 FOR DRIVEWAY "B" CURB DA TA TABLE AND ELEVATIONS. CURB DATA TABLE t:./BEARING RADIUS LENGTH DESCRIPTION N06"58'15"W --110.29 O" CURB PER DETAIL E/.3 NB.3'01'45"E --16.00 6" STRAIGHT CURB PER SDRSD G-01 N06"58'15"W --110.29 O" CURB PER DETAIL E/.3 NB.3'01'45"E --16.50 6" STRAIGHT CURB PER SDRSD G-01 N06"58'15"W --27.00 6" STRAIGHT CURB PER SDRSD G-01 NB.3'01'45"E --2.50 6" STRAIGHT CURB PER SDRSD G-01 N06"58'15"W --17.00 6" STRAIGHT CURB PER SDRSD G-01 NB.3'01'45"E --2.50 6" STRAIGHT CURB PER SDRSD G-01 N06"58'15"W --.36.00 6" STRAIGHT CURB PER SDRSD G-01 NB.3'01'45"E --2.50 6" STRAIGHT CURB PER SDRSD G-01 N06"58'15"W --26.00 6" STRAIGHT CURB PER SDRSD G-01 NB.3'01'40"E --18.00 6" STRAIGHT CURB PER SDRSD G-01 89"59'58" 2.00 .3.14 6" STRAIGHT CURB PER SDRSD G-01 N8.3'01'44"E --24.00 6" STRAIGHT CURB PER SDRSD G-01 N06"58'15"W --10.3.12 6" STRAIGHT CURB PER SDRSD G-01 SB PLANNING ENGINEERING SURVEYING 3990 Ruffin Rood, Suite 120 San Diego, Ca. 92123 858-560-1141 858-560-8157 Fax .Jpfrtt:o% tf¢ DATE • u z - :t: t .. 0 e, ...: c:i ~ e ;e ~--"'--1 1 -LI •, -· . - i -·' • • I I I . II) r-,; 59 ·-Ill --' ' .. GRAD£ A CfNTfR~IN8, . ~ :t: ~ ---Ill 0 ~ (Xl >- rsi.-JRo-k-J-~ -~ §: 31: ~ 12-~ 12-~(.!j Qvi ,£ ~ ~ ) <cl 6 ~ {Q_ ~ ~,-c!" i...: • ' "' IIO U.: -I--N " \ ~ "'! ;: "! ~ ~I~ -") "' 1.00% -C f.l' IO "') -. --"'l.J' or 1-4-_I.!)_ C\I .i.::,-C"iiil·-:;!:-I<) -;--;-~ -:. "' -0, -1-n -1-~ 7" -t--1-,,., -,- •• J •·:is; -"' -0) -0) -"'0, ---~ -" I ___,..._ --L --=. U -~~.6.-( i'_J!_~0%f=j I .., --· - --- 1 1 PVT. DWY. "H" SCALE: 1" = 20'(H), 1" = 4 '(V) • •.· .. -. ,, ~--. -... 9• TYP. PVT, DWY, "H" DWY "B" SEE SHEET 6 @~Rlli-------llillf' I.I "' I ~ r ,=-----tta,¥= 11 I 1JI DWY "B" SEE SHEET 6 CENTERLINE DATA TABLE ( ) !,/BEARING RADIUS LENGTH 1 N06"58'15"W --1.35.12' EASEMENT LEGEND: 0 IND/CA TES EXISTING EASEMENT FOR PUBLIC ROAD AND SLOPE RIGHT PURPOSES PER DOC. RECORDED 7/14/1977 AS FILE/PAGE NO. 77-281161, O.R. IND/CA TES EXISTING EASEMENT FOR PUBLIC STREET AND PUBLIC UTILITY PURPOSES PER DOC. RECORDED 12/28/2012 AS DOC. NO. 2012-0821617, O.R. IND/CA TES EXISTING EASEMENT FOR SEWER PURPOSES PER DOCUMENT RECORDED 12/12/2012 AS DOC. NO. 2012-0781498, O.R. IND/CA TES A COVENANT OF PR/VA TE ACCESS EASEMENT OVER LOT 1 FOR THE BENEFIT OF LOT 2 PER MAP NO. ___ RECORDED ON ---~ IND/CA TES A COVENANT OF PR/VA TE SE'NER EASEMENT OVER LOT 2 FOR THE BENEFIT OF LOT 1 PER MAP NO. ___ RECORDED ON---~ IND/CA TES A COVENANT OF PR/VA TE WATER EASEMENT OVER LOT 1 FOR THE BENEFIT OF LOT 2 PER MAP NO. ___ RECORDED ON __ _ SCALF:: GRAPHIC SCALE 20· 0 20· 40' "AS BUILT" P.E. __ _ EXP. ___ _ REVIEWED BY• INSPECTOR 60' DATE DATE >----+--+----------------->---I sHE9ET I CITY OF CARLSBAD ~a ENGINEERING DEPARlMENT ~ ::==::'....::::=========:'....=:::=~ 1----1----+----------------+-----11----+---+------1 PRECISE GRADING PLANS FOR: LA COSTA TOWN SQUARE PARCEL 3 RESIDENTIAL 1----1----+----------------+-----11----+---+------1 GR-2022-0016 PRIVATE IMPROVEMENT PLANS 1----1----+----------------+-----11----+---+------1 APPROVED: JASON S. GELDERT 1----1----+----------------+-----11----+----+-----1 ENGINEERING MANAGER PE 63912 EXPIRES 9 30 26 PROJECT NO. CT2017-0003 DAlE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DAlE INITIAL DAlE INITIAL I RVWD BY: --- f--O_TH_E_R_A ..... PP_R_OV_A_L-+--C-ITY_Af'...,_P_R_OV-AL--1 CHKD BY: DATE DRAWING NO. 536-18 ------------------------------------------------------------------------------------------------------------------------------76882 . .30 iil ~ -Q ~ ,! ~ Docusign Envelope ID: E86CA236-356D-4BA7-A34B-CCDC3CCFA28C 10/10/2024 8/6/24 MBI LO I I J.:,., , -e1,R_+-.;,i:,&--""'l"'--+---+-+--+---+-1--t-+-+-+--+---+--+-+--+---1-t-+-+-+--+--+---+-+--+--+---11--1-+-~-t,_:5", ~ JL Ill ;;-~--+--+-+-+-+---+--+--+---+--+-+-+-+--+--t--t--f-------,----t--+--+--+-+-+-+---+---+--+---+---+--+-- -+-+-+-cl_s--1 9,-:-(/j:;-I. -t--t-+-+--t--+--J:J: 1 ~11+-,~ Ill ~ g gJL..: b l.il 7 -Ill f l+-+-+--+---1-1--+-+-+-+--+--+-+-+---l~c:\ ',-,.-+--+--+--+--,, i::; d; C'J io l O ,L,._:.IJl 11": --+--+----J-O~-~, -N,--,-1()0 , 0,-0, _Q l,,s-f--+-+-+--+--+--+-+--+--t-1--f--+-+-ir\ l<+--+--+--+- --)'o.J .. ~ 11--t"\I I"') CO p I ;;: - -1+ +-. r-I• _,_ ....!!)IO -c rn -+--+---t.c\'dJc.-<:>_1 ;:t~+-+-+--+--+--+-+--+~1--1 ci;--:iJ,;: ""1«_;-_ -+--+--+,--H1 R0P0! ED -Flf\/lSr/ED+--+-+--+--+--n<~~-.•+--+--+-+-e <'l c:J °' I+ -+ GRADE AT C£ HfiRLNE ~ o -+--+---t-t-1_-+-_-+_--+--+-_1--+ _-+~-+--fl/~./ Il t\1-§ ~ I :f ~+--+--+--+-- · •1 ~-I ~---+-t--t--+-+--+--+---+--+--+--+- ' I I I , -EXISTI-I ,.,, - _.+..,--+--+-t--+-+--+--+--+---+---+--+--+--+-1-_,-+--+--+--+---i-t--+-+-+--+-G_Rt--O_Ut-i/D-+-\-~->f"-,,-+--+--+--+--+--· •-t---t--,, --+--+--+-t--+-+--+--+--+---+---+--+--+--+-t--1',.._-+--+--+---t---+--+-t--+-+-+---t7''-t--t--+-+--+--+--+--+--+- -- I 1 I'--.. 11 _, ~ :0+---t--+-+---+---t--+-+--+--+--+--+-r-+---j----j--+--J----+-'-~-+--+--+---+---+--+- DWY "B" SEE SHEET 6 ·f,i I I; II I PVT. DWY. "I" SCALE: 1" = 20'(H), 1" = 4 '(V) 89 NOTE: FOR PROPOSED PUBUC IMPROVEMENTS AND ONSITE ROUGH GRADING SEE GRADING PLAN DWG. NO. 536-1A. I \ \ I I I I ~ I I i -11l :I: ~'?f-'7''=~~t;'ir;~=~-r--1-r...-=~=--t~~~~-j ::~ iW: I / I II e t •·. 1·", .. ·, ' I , : __ l®x: I I 78 I I I I ( I I I I I I I ' --· - i C?l -+--+--+-t--t--+-~ ~t--+-+-+--+--+--+-+--+--+-t--t--+-+--+--+--+--+--+--+---t-t--+-+-+=-,+--+--+-+--+--+--1- -:--~ co ,., co -+--+-+--+--+--+---'Cld, I ~olt,~,,--+-+-+-+--ti~ ~'f -vi 1~•--t----t----t---+---+--+--+--+--+--+----t----t-1--1--t--t-?t;· -+--+---t-t--t-+-e>·I O> 0 '-'--cl ,.._'-k:i I,: Q!ll-+-+--+--+--+---+- 1-' cl; <ci co ICl ~ O ICl I !Q ;._: -+--+-+--+--+--tf=>-~ ~::, ::: ~-::2 ~-r-:'·11 Qi"-: -+-+-1-+-p/ 'JP!:JS D-WI: H D ·-~ !l>l -+--+-+--+--+---<,..i·Q -21 .t ~-* gi;: ;;\: / -· D '-A T_Q_lf:N 'ER'-IN gi 1 -~--• ~C'JoC'Jol ~~ -+--+--+-t--t--+-+'-'-±--+--+--+--,-J.,,"-'~--1U--"'°il_____J-J,;-,..,-+---1---lf/-+-+-+-+--+--+-+-+--+--+-l--+-~--:ll'"-l--J-I--+-+-+-+ r--, ;(. ~O!i;,bP~-----1 ~-7~% --+----L I -- 7"'-+--+--+---+---+---+--+-~4 ~:gJND I// . I ~/r-+--+--+--+--+---+---+--+- --+--+--+-t--+--+-+--+--+--+---+--+--+--+-t--+-+--+--+--+---+---+-i'..-'-',+--+--+--+---+--l+--+-,,f'--+--+--+-t--t--+--+--+--+- --+--+--+-t--t--+-+--+--+--+---+---+--+--+-t--+-+--+--+--+---+---+---+~+--+--+--+---l+A --+-t--+-+--+--+--+--+---+---+- --+--+--+-t--+--+-+--+--+--+---+---+--+--+-t--+-+--+--+--+---+---+--+--+1,_._, _ __,.-+-e----+---+--+---t-t--+-+--+--+--+--+--+- -- , --, ' _, - --+--+--+---+-+-+--+--+--+-10+--+--+--+--+--+---+--+~t----+-+--+--+--+--+---+--+--+-t1-+--+--+--+--+--+--+--+- NOTE: MAJOR PVT. STORM DRAIN PLANS AND DA TA TABLE PER ROUGH GRADING PLANS DWG. NO. 536-1A. FIRE SERVICE MAIN AND DATA TABLE PER FIRE PERMIT NO. FPR2022-0006. NOT£; r.\ SEE PRECISE GRADING PLAN SHEETS \!.I 11-17 FOR TOP OF CURB ELEVATIONS. @ FOR TYPICAL STREE:T SECTIONS AND PAVEMENT STRUCTURAL SECTIONS SEE SHEET 3. 0 SEE SHEET 18 FOR DRIVEWAY "8" CURB DATA TABLE AND ELEVATIONS. CURB DATA TABLE DWY "B" SEE SHEET 5 PVT. DWY. • J,. SCALE: 1" = 20'(H), 1" = 4'(V) • ' 1 1 r 21 -4£'~~--~:·•, .. -~:-: i]].,..,,.,,......,~~~ l-<I---",,-,9Z: ---,+ti -4 -'-"+-<1----.-1 ••·--·• <L·-----i.::..- I ~J1 ~~I 1 I 0, "' ~ ~-~ g ~4!-1>----+" I-' g <o . ~ +~, • (dJ e 711 4 ~>---~ Q. g <xi -6 - 0 QC) d ~ -II +---Hlf<>--t~+.;J.,~-"l -'-J'-""'--'-"'L'--"---k;.,_i:--'-'-'--"4-C+'--J""-4--'"-'LO~"-£ DWY "B" -_ .. .• .. DWY "8" SEE SHEET 5 PVT. DWY. ( ) 4/BEARING RADIUS LENGTH DESCRIPTION SEE SHEET 5 PVT. DWY. 1 N20"04'50"W 2 N69"55'10"E 3 N20"04'50"W 4 N20"04'50"W CENTERLINE DATA TABLE 5 N69"55'10"E ( J 4/BEARING RADIUS LENGTH 6 90-00·00· 1 N09"56'58"W --6.20' 7 N69"55'10"E 2 10"07'51" 100.00' 17.68' 8 N20"04'50"W 3 N20"04'50"W --86.09' 9 N69"56'17"E 10 90"01'07" 11 N20"04'50"W 811 --82.13 --20.00 --90.94 --91.35 --20.00 3.00 4.71 --14.50 --18.01 --14.50 3.00 4.71 --67.34 o• CURB PER DETAIL E/3 6" STRAIGHT CURB PER SDRSD G-01 o• CURB PER DETAIL E/3 o• CURB PER DETAIL E/3 6" STRAIGHT CURB PER SDRSD G-01 6" STRAIGHT CURB PER SDRSD G-01 6" STRAIGHT CURB PER SDRSD G-01 6" STRAIGHT CURB PER SDRSD G-01 6" STRAIGHT CURB PER SDRSD G-01 6" STRAIGHT CURB PER SDRSD G-01 o• CURB PER DETAIL E/3 SB PLANNING ENGINEERING SURVEYING 3990 Ruffin Rood, Suite 120 San Diego, Ca. 92123 858-560-1141 858-560-8157 Fax J pqrl:?;g d;(D DA TE • u z - DAlE INITIAL ENGINEER OF WORK EASEMENT LEGEND: 0 IND/CA TES EXISTING EASEMENT FOR PUBLIC ROAD AND SLOPE RIGHT PURPOSES PER DOC. RECORDED 7/14/1977 AS FILE/PAGE NO. 77-281161, O.R. IND/CA TES EXISTING EASEMENT FOR PUBLIC STREET AND PUBLIC UTILITY PURPOSES PER DOC. RECORDED 12/28/2012 AS DOC. NO. 2012-0821617, O.R. IND/CA TES EXISTING EASEMENT FOR SEWER PURPOSES PER DOCUMENT RECORDED 12/12/2012 AS DOC. NO. 2012-0781498, O.R. INDICATES A COVENANT OF PR/VA TE ACCESS EASEMENT OVER LOT 1 FOR THE BENEFIT OF LOT 2 PER MAP NO. ___ RECORDED ON ___ _ IND/CA TES A COVENANT OF PR/VA TE SEWER EASEMENT OVER LOT 2 FOR THE BENEFIT OF LOT 1 PER MAP NO. ___ RECORDED ON __ _ INDICATES A COVENANT OF PRIVATE WA1ER EASEMENT OVER LOT 1 FOR THE BENEFIT OF LOT 2 PER MAP NO. __ RECORDED ON __ _ CENTERLINE DATA TABLE ( ) 4/BEARING RADIUS LENGTH 1 N20-04 •5o•w --109.35' GRAPHIC SCALE 20' 0 20' 40' 60' "AS BUILT" P.E. EXP. DATE REVIEWED BY• INSPECTOR DATE ~ CITY OF CARLSBAD ~ 0 ENGINEERING DEPARlMENT 0 PRECISE GRADING PLANS FOR: LA COSTA TOWN SQUARE PARCEL 3 RESIDENTIAL GR-2022-0016 PRIVATE IMPROVEMENT PLANS APPROVED: JASON S. 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GR l ., IO 290.8 I[ • ,-.: D 0) 2rv5" "' 291.5 GR er 290.8 I[ / - - 291.7 ---- 7 ____ ~::...=-=--------3-;:.o~·...:s=~=co=NDARY ARTERIAL~---- ----.x AD SETBACK ------------------•CONNECT WALL BACK DRAIN TO AREA DRAIN SYSTEM. ~ =-------------------------~~ ==------0_, s;-------- PEDESTRIAN RAILING PER SDRSD M-24, SEE SDRSD M-24 FOR MOUNTING DETAILS GRAPHIC SCALE ~ 811 --290.5 FG :------;: -.... so8 -' ------- . 273.12 FS -----------...... --------------~ 10' 0 10' 20' \ \ ---NOT£: 288.5 FS ~ 'o'i.~ ,~. \_,O.L~CL...1=-._ . I)'· -. .,. . , . .• _..,...,.,.,... y .":· -------... -.. • . . 4 . •. 1/ -_ RETAINING WALL BACKFILL LOCATED ABOVE A 1: 1 PLANE PROJECTED UP AND TOWARD THE --.._ -RETAINED SOILS FROM THE HEEL OF THE WALL ;;~~!(~:~=-----~=~=~=:::: --FOOTING SHALL CONSIST OF COMPACTED CLEAN ?~~:E:~:=;: (270.68 /[), -=°"""'--,1~ ...._ -SAND, CLEAN GRAVEL, OR A MIX1URE OF THE ,-ll--...._., WALL PER ORCO "TOP __. :=:,,; v., _'-_ _ ::::.._B --.....:?:::, "" _;:-_ :--...._ ...._ ---.._ -_ AFOREMENTIONED PER THE GEOTECHNICAL WALL" DETAIL SHEET 19 I P.E. __ _ EXP. ___ _ DATE "AS BUil T" 4. _.,,. • V ✓ • V. • • ?'4 ~ " • . .. . I ~-===---~ ~ • q ~ :\ V < \ ~ • ' ,.-,,---..::::: -.::------CONSULTANT'S RECOMMENDATIONS. A SECTION ~ MASONRY WALL / __,-\._ . . ~?--,-------✓ ...._ ...._ -SCALE: 1• = 5• REVIEWED BY• ,-----__. EXISTING TO REMA/Nff:..· •• . \ :;::::. :--...._ _-=-...._ = = == == =-----~ 11 INSPECTOR DATE ~; --:;; ~"'..__--/'_.. __ . __ _ .----------.. ,, ::... ✓),._\ ____ , ~ ~ ,;;::::: -------->--------<f-----+------------+---+----+---+------1 fSHrnl7 CITY OF CARLSBAD ~a - NOTE; "' ----------\ MAJOR PVT'. STORM DRAIN PLANS AND DA TA TABLE PER ROUGH GRADING PLANS DWG. NO. 536-1A. FIRE SERVICE MAIN AND DATA TABLE PER FIRE PERMIT NO. FPR2022-0006. <1 ", -c-----, -~ ' j (~------®li---l___1_1_J "'0 """"' ""'""""" ~ NOT£: ~ 1------1---+----------------+-----+--+-----11----1 GR-2022-0016 PRECISE GRADING PLANS IMPROVEMENTS SEE SHEETS 4-lO. PLANNING ENGINEERING SURVEYING 1------1---+----------------+-----+--+-----11----1 APPROVED: JASON S. GELDERT NOT£: FOR PROPOSED PUBLIC IMPROVEMENTS AND ONSITE ROUGH GRADING SEE GRADING PLAN DWG. NO. 536-1A. 3990 Ruffin Road, Suite 120 San Diego, Ca. 92123 858-560-1141 858-560-8157 Fax ~oam STEPHEiC.OTT DA TE 1------1---+----------------+-----+--+-----11---.... ENGINEERING MANAGER PE 63912 EXPIRES 9 30 26 PROJECT NO. CT2017-0003 DAlE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DAlE INITIAL I RVWD BY: --- f-O_TH_E_R_A .... PP-RO-V-AL-+-C-ITY_Af'_,_PR_O_VM.--1 CHKD BY: OAlE INITIAL DAlE DRAWING NO. 536-18 ------------------------------------------------------------------------------------------------------------------------------76882.30 iil ~ -Q ~ ,! ~ Docusign Envelope ID: E86CA236-356D-4BA7-A34B-CCDC3CCFA28C 10/10/2024 8/6/24 MBI LO ..L 279.28 ~I 10+54. lrj/ 279.2 277.5 F5 I ~ "-"- 11+04.86 E I I I 2~7-~7 Ji "-"' "' ~ "' "' "' "'-"'- 11+17.19 EVC 289.42 TC • \ I V "'-"'-"'- "'- "" NOTE: FOR PROPOSED PR/VA TE ~1 ICi IMPROVEMENTS SEE SHEETS 4-10. NOT£: 1.0' D.F. • ---~..-'--" 293.3 FF 292.6 SG • IO ~ ~~--~11 D llf--------' l "' 292.2 GR 291.5 f. 4" RISER 292.60 FS MATCH EXIST. SIDEWALK BB \ \ ~Os "" "J:., "" ~ "" ....... • u z - 1.0' D.F. 291.4 F5 4" RISER 6" RISER ....... ....... "B"' • -L.J---~ ------ - - --t2---o.9:c - 291.81 TC ----------~---291-16 ........ 291. 7 GR--VIA ---IJIV e-----FS ,:,---------~ 283.6 4" RISER 4• 0 ~ ~ -291.9 FF 0, 291.2 SG "' 2· ~ • . ..,.. .. . •· · .... .-•.··:. ""· " ~ \ I I I I I I I 9.J ~ I 7= 291.07 F5 • . . . .• • ..~ . ... . • . . :. . '•: ., ... ' ..... ~ 2· 2" - - • . .. . . _., 2 291.9 FF 291.2 SG :---.,, DEEPENED FOOnNG 291.2 FG .• : !'I .. :4 • . .. . . . • • D ... ... ·.• .. • :'! .. ., ,' .,4, ~ • -.... ._________ 285.0 TW 282.0 F5 (281.3 TF . . _....:--<.. "AS BUILT" P.E. __ _ EXP. ___ _ DATE REVIEWED BY• INSPECTOR LA COSTA TOWN SQUARE PARCEL 3 RESIDENTIAL 1----+--+---------------+----+--+------t------t GR-2022-0016 PRECISE GRADING PLANS PLANNING ENGINEERING SURVEYING 1----+--+---------------+----+--+------t------t APPROVED: JASON S. GELDERT 3990 Ruffin Road, Suite 120 iil San Diego, Ca. 92123 1-----+--+---------------+---+--+-----,------i ENGINEERING MANAGER PE 63912 EXPIRES 9 30 26 DAlE > ~ GRAPHIC SCALE ~~~-560-1141 858-560-8157 PROJECT NO. DRAWING NO. c; 811 10, O 10, 20, 30, J p~.//t:,&o DATE EN~~~R:1::K REVISION DESCRIPTION f-0-:-A:-R-AP.LP-:~-:A-A~-+--~A-1:-AP~P1-:~-:~-L--11~= :~~---CT2017-0003 536-18 ~ FOR PROPOSED PUBLIC IMPROVEMENTS AND ONSITE ROUGH GRADING SEE GRADING PLAN DWG. NO. 536-1A. 1.-------------------------------------------------------------------------------------------------------------------------------------~7~6~88~2~.3~0~ Docusign Envelope ID: E86CA236-356D-4BA7-A34B-CCDC3CCFA28C 10/10/2024 8/6/24 MBI LO 00 NOTE; RETAINING WALL BACKRLL LOCATED ABOVE A 1: 1 PLANE PROJECTED UP AND TOWARD THE RETAINED SOILS FROM THE HEEL OF THE WALL FOOTING SHALL CONSIST OF COMPACTED CLEAN SAND, CLEAN GRAVEL, OR A MIXTURE OF THE AFOREMENTIONED PER THE GEOTECHNICAL CONSUL TAN rs RECOMMENDATIONS. / *CONNECT WALL BACK DRAIN TO AREA DRAIN SYSTEM. 296.3 TW 294.18 FS . ' . ' . - -_ _j ' . -------- ----------- - SEE I - --- -------------- --- -- - ---- ------ -- ------- - ------------------ - --- - ------ ----- - --- ----------- --- SHEET 12 SB PLANNING ENGINEERING SURVEYING 3990 Ruffin Road, Suite 120 San Diego, Co. 92123 858-560-1141 858-560-8157 Fax J~o.~ 'STEPHEN C. OTT DATE • u z - FOR PROPOSED PR/VA TE IMPROVEMENTS SEE SHEETS 4-10. NOTE; FOR PROPOSED PUBLIC IMPROVEMENTS AND ONSITE ROUGH GRADING SEE GRADING PLAN DWG. NO. 536-1A. GRAPHIC SCALE 0 10' 20' "AS BUILT" P.E. __ _ EXP. __ _ DATE REVIEWED BY• INSPECTOR DATE fsHrnl CITY OF CARLSBAD ~ 1-----+------1--------------+---+----<1----+--__, ~ ENGINEERING DEPARlMENT ~ ::==::'....::::=========:'....=:::=~ 1------+------1--------------+---+-----fl-----+----1 PRECISE GRADING PLANS FOR: LA COSTA TOWN SQUARE PARCEL 3 RESIDENTIAL 1------+------1--------------+---+-----fl-----+----1 GR-2022-0016 PRECISE GRADING PLANS 1------+------1--------------+---+-----fl-----+----1 APPROVED: JASON S. GELDERT 1-----+------1--------------+---+----<>----+--__, ENGINEERING MANAGER PE 63912 EXPIRES 9 30 26 PROJECT NO. CT2017-0003 DAlE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DAlE INITIAL I RVWD BY: -- 1--0-TH-ER----fAP'-PR-OV_A_L +-C-ITY-AP-'-P-RO_V_AL--1 CHKD BY: OAlE INITIAL DAlE DRAWING NO. 536-18 ------------------------------------------------------------------------------------------------------------------------------76882.30 iil ~ -Q ~ ,! ~ Docusign Envelope ID: E86CA236-356D-4BA7-A34B-CCDC3CCFA28C 10/10/2024 8/6/24 MBI LO ---------- --- ~~-~ ""l - ® SEE SHEET 811 / / -- --~----------------~ NOTE: 1 1 SB PLANNING ENGINEERING SURVEYING 3990 Ruffin Road, Suite 120 San Diego, Ca. 92123 858-560-1141 858-560-8157 Fax ii~~ cYffi DATE • u 2 - 292.88 FS [!] I ~ ii 10' J GRAPHIC SCALE 0 10' 20' .JO' NOTE: FOR PROPOSED PR/VA TE IMPROVEMENTS SEE SHEETS 4-10. NOT£; FOR PROPOSED PUBLIC IMPROVEMENTS AND ONSITE ROUGH GRADING SEE GRADING PLAN DWG. NO. 536-1A. "AS BUILT" P.E. __ _ EXP. ___ _ DATE REVIEWED BY• INSPECTOR DATE f'SHrnl CITY OF CARLSBAD ~ 1----1----+----------------+-----11----+----+------1 L...!±_j ENGINEERING DEPARlMENT ~ ::==::'....::::=========:'....=:::=~ 1----1----+----------------+-----11-----+--+-----1 PRECISE GRADING PLANS FOR: LA COSTA TOWN SQUARE PARCEL 3 RESIDENTIAL 1----1----+----------------+-----11-----+--+-----1 GR-2022-0016 PRECISE GRADING PLANS 1----1----+----------------+-----11-----+--+-----1 APPROVED: JASON S. GELDERT 1----1----+----------------+-----11----+----+------1 ENGINEERING MANAGER PE 63912 EXPIRES 9 30 26 PROJECT NO. CT2017-0003 DA 1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION DAlE INITIAL DAlE INITIAL I RVWD BY: --- f-D_TH_E_R_A ..... PP_R_OV_A_L-+--C-ITY_AP_.,P_R_OV-AL--1 CHKD BY: DAlE DRAWING NO. 536-18 ------------------------------------------------------------------------------------------------------------------------------76882 . .JO iil ~ -Q ~ ,! ~ Docusign Envelope ID: E86CA236-356D-4BA7-A34B-CCDC3CCFA28C 10/10/2024 8/6/24 MBI LO ,. ~ ---.::-. _.,,, 'T H -\ ,I ,T 7\ • .. n -H II - \ I\ @ \ ?~"---~ 292 3 GR © 293.06 TC / I // ,,,.,,, ao _2B • "' • \ "" (fBJ r293.o GR 293.44 TC ,,,.,._ 1 r,:;-;,. L ~ 293.67 FS • 1 GB 4 .<j~ \ 292.01 TC 292. 9 TC_, '-'291"6 I[ 293.00 7iC Y, ~',... ;7 _ . 1 ✓92.92 FS / \"' . 7 293.11rTC (290.0 I[ 'W' 292.3 I[ ~ 293.68 7iC • j 293.7 FS • '--·~ --"-...-- -" ,·'I-w "-.'. • ','""··;.,<,/✓ ' 2:q, 4 • • • "· /, \I \29'.0 GR 181 I 293.60 TC A\.~/. <'.I ·:.,., .. .,,, '-,; "' ' .. · .•.• .• •• ~ 50-_o,,',c----<'.}- ~--.. _,/2 '-,,,.,,--\·. 2.92FS . ., •• "'·,:;;.....;; \<>a•••Tr. .., 1 ~ -· " "' _ ' \ " · '-\. 292.43 4 -1 292.3 I[ , , <1 293.23 • . "' .• • '-'\ • \ 291. 71 TC~ ~D _· , \ 292. 75 TC GB 29 T 00 7iC I "' 0"' 293. 46 TC 'GB ~ " " ,. ,. ' TC gi ~ 1-"'· gi ~ I '> FU1URE fl. '-E \_ -£~-1--52==-~:· _;,:i, ,~·-s_•_._ -----==~;=·I~~----==----_-_-_--1~1 _,"_ -=----_-_-_;:~-----=---==~~-----==-------.... -_- - --0.7%--~~--:::;:-=;;--~ - --f~-- - - - - -----=-..!.~~---=-~~--=_-=--=-·l~=-_-==,,.i.,,,=-~~-=,,,l-._ - --'-- - - - - - - - - - - - - - - - -_........__~----,,.~ - - - - - - - - - - - - - - - - - - - - - - -T 18 297.10 F.F. 296.40 S.G. 10' NOT£; FOR PROPOSED PR/VA TE IMPROVEMENTS SEE SHEETS 4-10. NOT£: FOR PROPOSED PUBLIC IMPROVEMENTS AND ONSITE ROUGH GRADING SEE GRADING PLAN DWG. NO. 536-1A. . c::, -II • - GRAPHIC SCALE 0 10' 20' "AS BUILT" P.E. __ _ EXP. ___ _ REVIEWED BY, INSPECTOR DATE DATE SEE SHEET 17 t----+-+------------1----l--__J_ _ _j_____J ~ CITY OF CARLSBAD ~a ;:;~~~~~:::;:;:E~N:::G::::IN:::E::E:::Rl::::N:::G::::D::::E:::P:::::A::::R:::lM::E::N::::T::::::=~~==::::: PRECISE GRADING PLANS FOR: • SB DIGA ~RT PLANNING ENGINEERING SURVEYING u 2 - LA COSTA TOWN SQUARE PARCEL 3 RESIDENTIAL t---t---+-----------------1----11----1---_j__ _ _J GR 2022 0016 PRECISE GRADING PLANS t-----J--+---------------+---J.---1----11----1 APPROVED: JASON S. GELDERT 3990 Ruffin Road, Suite 120 San Diego, Ca. 92123 iil 858-560-1141 858-560-8157 t---t---+-----------------1-----11----l..--.J_ _ _J ENGINEERING MANAGER PE 63912 EXPIRES 9/30/26 DAlE ~ ~ -~ DAlE INITIAL , ..:::D:.:.AlE'-=--..L::IN.::.lll:::.A.:::L-1--.=DA:.::lE=..__i_::_IN:::lll:::.A::.L...1 I RVWD BY: ---1 PROJECT NO. DRAWING NO. ,:; 'P~(J tfJt:o ENGINEER OF WORK REVISION DESCRIPTION ,-OTHER APPROVAL CITY APPROVAL CHKD BY: CT2017-0003 536-1 B ~ .. ________________________________________________________________________________ .Js~1E~P2H~£~N~C-~O!TT~====~DA!TE!!:==..!;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~;;;;;;;;;;~;;;;;;;;;;!;;~~~;;;;~~~~~~~§~~~§~~~~" ~ ,,, 811 76882.30 Docusign Envelope ID: E86CA236-356D-4BA7-A34B-CCDC3CCFA28C 10/10/2024 8/6/24 MBI LO SEE SHEET 294.1 FF 293.4 SG 17 I , I I I I I I I I I I I ' I ~----,--1,-~=,==.r~~=r't_, ', • .• , . •. 4 ••. -0 294.20 TC . · ..•. ·294.23 FS . .. . •. " .. . . ~~--., I j _./ 293.88 TC I 29.J.6 GR 1 292.6 i ---t,-rr- 293.94 TC COMPACT @ 296.49 TC io © o; @ "I 9 " II) " TC - I i' I I I I II I I I I J NOT£: FOR PROPOSED PR/VA TE IMPROVEMENTS SEE SHEETS 4-10. NOT£: FOR PROPOSED PUBLIC IMPROVEMENTS AND ONSITE ROUGH GRADING SEE GRADING PLAN DWG. NO. 536-1A. NOTE: MAJOR PVT. STORM DRAIN PLANS AND DA TA TABLE PER ROUGH GRADING PLANS DWG. NO. 536-1A. FIRE SERVICE MAIN AND DATA TABLE PER FIRE PERMIT NO. FPR2022-0006. *CONNECT WALL BACK DRAIN TO AREA DRAIN SYSTEM. PEDESTRIAN RAILING PER-~ SDRSD M-24, SEE SDRSD M-24 FOR MOUN71NG DETAILS .. (::,,/ 295.0 TW t-t:~~~""'7/ ..,..,,.'-"'-":effi~~~~WALL PER , / ORCO "TOP WALL• DETAIL SHEET 19 A SECTION ~ MASONRY WALL 16 SCALE: 1" = 5' NOT£: RETAINING WALL BACKFILL LOCATED ABOVE A 1: 1 PLANE PROJECTED UP AND TOWARD THE RETAINED SOILS FROM THE HEEL OF THE WALL F0071NG SHALL CONSIST OF COMPACTED CLEAN SAND, CLEAN GRAVEL, OR A MIXTURE OF THE AFOREMEN710NED PER THE GEOTECHNICAL CONSULTANT'S RECOMMENDA 710NS. SB PLANNING ENGINEERING SURVEYING 3990 Ruffin Road, Suite 120 San Diego, Ca. 92123 858-560-1141 858-560-8157 Fax ~c!{W 3'/FPHEN C. OTT DA TE GRAPHIC SCALE 10' 0 10' 20' "AS BUILT" P.E. __ EXP. __ _ REVIEWED BY• INSPECTOR 1----+---+-------------1---+---+----+----1 PRECISE GRADING PLANS FOR: • u 2 - DATE LA COSTA TOWN SQUARE PARCEL 3 RESIDENTIAL 1----+---+-------------1---+---+----+----1 GR-2022-0016 PRECISE GRADING PLANS 1----+---+-------------1---+---+----+----1 APPROVED: JASON S. GELDERT ,__--+---+-------------1----+----+----+----1 ENGINEERING MANAGER PE 63912 EXPIRES 9 30 26 PROJECT NO. CT2017-0003 DA 1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION DAlE INITIAL I RVWD BY: -- 1-0-TH-ER_A..LPP-RO-VA-L +--C-ITY_AP_,_P_R-OV-AL--1 CHKD BY: OA 1E INITIAL DAlE DRAWING NO. 536-18 --------------------------------------------------------------------------------------------------------------------76882 . .JO >' :g " :'i iil ~ -Q ~ ,! ~ Docusign Envelope ID: E86CA236-356D-4BA7-A34B-CCDC3CCFA28C 10/10/2024 8/6/24 MBI LO -- 811 ~•· ..... "- 292.58 TC 292.54 TC 292.47 TC 292.1 FS 291.5 GR 290.8 [ 291.5 GR 290.8 [ SEE • ·"'. . ....... , =:f! ::/- 292.44 TC 292.72 4 292.43 GB SHEET -------- 15 •. · 1: .. ,.~·-·.I ··~---· •• • I ~ ·• . . 4 • GB I . 293.23 GB SEE SHEET 4 . ---r ~-------~=-=---,----~ ~-~=-=---~----~---- 1,=;i,----lclcxi-=-=-..c=-=-=-=-=--=:::l---f--ltoi-~=--=-=-..c=-=-==i-----t--ltiri--=-~=--=-=-..c=cJ-+--it"L==-..c=--==--=:::1----l--ltccL-==--=---=--=-~-t-----ijccL-=-=-=--=--=-=--=---=-=I---IH~!--=--=-=-=-=-==J----jt--lt•i-=---=--=---=--=---'-rr==t:~ 293.10 GF 293.27 GF 293.47 GF 293.62 GF 293.71 GF ~ lri:;:-lf>5~fl.~il---f-a---++--2'T-a 292.76 GF 1.5' D.F. 291.5 GR 290.1 [ • '4-----"''-,-J..:::,_ __ ~ 291.8 FG 292.85 FG 7" RISER 92.85 FG ------ -- 291. 7 FG HP 292.91 GF 294.1 FF 293.4 SG 4" RISER 292.93 GF I 291.7 FS~ NOTE; FOR PROPOSED PR/VA TE IMPROVEMENTS SEE SHEETS 4-10. NOT£: FOR PROPOSED PUBLIC IMPROVEMENTS AND ONSITE ROUGH GRADING SEE GRADING PLAN DWG. NO. 536-1A. 292.0 4" RISER 4" RISER BB PLANNING ENGINEERING SURVEYING 3990 Ruffin Road, Suite 120 San Diego, Ca. 92123 858-560-1141 858-560-8157 Fax ~~Oddo PH£ G.OTT DA TE STAIRS PER ~_., BUILDING PLANS (TYP.) • u z - 4" RISER 4" RISER . · ... • ~ • 10' 0 . c::, -II • - GRAPHIC SCALE 10' 20' "AS BUILT" P.E. __ _ EXP. ___ _ REVIEWED BY• INSPECTOR JO' DATE DATE t----+-+-----------1---l--__J_ _ _j___J ~ CITY OF CARLSBAD ~a ;:;~~~~~:::;:;:E~N:::G::::IN:::E::E:::Rl::::N:::G::::D::::E:::P:::::A::::R:::lM::E::N::::T::::::=~~==::::: PRECISE GRADING PLANS FOR: LA COSTA TOWN SQUARE PARCEL 3 RESIDENTIAL GR-2022-0016 PRECISE GRADING PLANS t----J--+---------------+----J.---1----11----1 APPROVED: JASON S. GELDERT t----1--+---------------l--_J.---l----lL-_J ENGINEERING MANAGER PE 63912 EXPIRES 9 30 26 PROJECT NO. CT2017-0003 DA 1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION f--CD.:..:AlE=.....1..:l.:..:Nlc::ll.:..:AL=-t-.:..:D=A.:..:lE=-.L::.IN::,:lll:::.A::L...1 I RVWD BY: --- OTHER APPROVAL CITY APPROVAL CHKD BY: DAlE DRAWING NO. 536-18 76882.30 Docusign Envelope ID: E86CA236-356D-4BA7-A34B-CCDC3CCFA28C 10/10/2024 8/6/24 MBI LO 141 I DWY "F" SEE SHEET 8 X I " DWY • -SEE SHEET 10 ® ?1 CJ DWY "G" SEE SHEET 9 Li " ~---1--------''--,,-"----Hl!i' 48 -=:::::] -=:::::] 88 87 -- 0 88 PVT. DWY "D" SEE SHEET 7 j PVT. DWY SEE SHEET 10 ® 30 PVT. DWY. 118 11 (VIA NIDO) 85 PVT. DWY "H" @ SEE SHEET 9 ~----,r----==------i-1111 64 83 \ \ 8? MJAUNIT • DWY. 118 11 (VIA NIDO) "AS BUILT" P.E. __ _ EXP. ___ _ DATE GRAPHIC SCALE PVT. DWY "E" SEE SHEET 8 I n -- SB 37 PVT. DWY SEE SHEET 4 . u 2 - 38 D CURB DATA TABLE 0 "-/BEARING RADIUS LENGTH DESCRIPTION 1 N69"55'10"E 2 N20'04'50"W 3 110"52'56" 3.00 4 69'07'04" 10.00 5 69'07'02" 10.00 6 110"52'58" 3.00 7 N20'04'50"W 8 N69"55'10"E 9 N20'04'50"W 10 110"52'55" 3.00 11 69'07'05" 10.00 12 69'07'05• 10.00 12 569'55'/0"W 13 110"52'55" 3.00 14 N20'04'50"W 15 N69"55'10"E 16 520'04'50"E 17 110"52'55" 3.00 18 69'07'05" 10.00 19 90'09'11" 9.9B 20 N69"55'10"E 21 90'00'01· 3.00 22 N20'04'50"W 23 N69"55'10"E 24 N20'04'50"W 25 90-00·00· 3.00 26 N69"55'10"E 27 90'00'00" 3.00 28 N20'04'50"W 29 N69"55'10"E 30 N20'04'50"W 31 90-00'00· 3.oo 32 N69"55'10"E 33 90-00·00· 3.oo 34 N20'04'50"W 35 N69"55'10"E 36 N20'04'50"W 37 95"50'04" 3.00 38 82'03'54" 10.00 39 80"54'54" 10.00 40 N83'01'45"E 41 90'00'00" 3.00 42 N06"58'15"W 43 N83'01'45"E 44 N06"58'15"W 45 127""18'38" 3.00 46 52·41'22· 10.00 47 62"24'31" 10.00 48 117"35'29" 3.00 49 N06"58'15"W 50 N83'01'45"E 51 N06"58'15•w 52 137'36'29" 3.00 53 42"23'31" 25.00 54 112"24'05" 3.00 55 14'28'06" 25.00 56 53'07'48" 10.00 57 N83'01'45"E 30.89 6" STRAIGHT CURB PER SDRSD G-01 3.54 5.81 12.06 12.06 5.81 6 STRAIGHT CURB PER 5DR5D 6 VARIABLE STRAIGHT CURB MOD. PER 5DR5D G-01 VARIABLE STRAIGHT CURB MOD. PER 5DR5D G-01 6 STRAIGHT CURB PER SDRSD 6 3.54 72.00 6 STRAIGHT CURB PER SDRSD G-01 3.54 6 STRAIGHT CURB PER 5DR5D 5.81 6 /2.06 VARIABLE STRAIGHT CURB MOD. PER 5DR5D G-01 12_06 VARIABLE STRAIGHT CURB MOD. PER 5DR5D G-01 30.89 6 STRAIGHT CURB PER SDRSD 5.81 6 STRAIGHT CURB PER SDRSD 6 STRAIGHT CURB PER 5DR5D 3.54 72.00 6 STRAIGHT CURB PER 5DR5D 6 STRAIGHT CURB PER SDRSD 3.54 VARIABLE STRAIGHT CURB MOD. 5•81 PER 5DR5D G-01 12.06 VARIABLE STRAIGHT CURB MOD. PER 5DR5D G-01 15. 70 6 STRAIGHT CURB PER SDRSD 6 CURB AND GTR. PER 5DR5D 2.02 4.71 6 CURB AND GTR. PER 5DR5D 6 CURB AND GTR. PER 5DR5D 4.00 24. 00 6 CURB AND GTR. PER 5DR5D 6 CURB AND GTR. PER 5DR5D 4.00 4.71 6 CURB AND GTR. PER 5DR5D 6 1.34 4.71 6 17.00 6" STRAIGHT CURB PER 5DR5D G-01 26.00 6 STRAIGHT CURB PER SDRSD 17.00 4.71 6 6 4.00 4.71 6 STRAIGHT CURB PER SDRSD 6 STRAIGHT CURB PER 5DR5D 4.00 24.00 3.96 6" STRAIGHT CURB PER 5DR5D G-01 6 STRAIGHT CURB PER SDRSD VARIABLE STRAIGHT CURB MOD. 5•02 PER 5DR5D G-01 14.32 VARIABLE STRAIGHT CURB MOD. PER 5DR5D G-01 14.12 6 STRAIGHT CURB PER SDRSD 6 STRAIGHT CURB PER SDRSD 0.96 6 STRAIGHT CURB PER 5DR5D 4. 71 G-01 6" STRAIGHT CURB PER SDRSD 4.00 G-01 72.00 6 STRAIGHT CURB PER 5DR5D 6 STRAIGHT CURB PER 5DR5D 2.57 VARIABLE STRAIGHT CURB MOD. 6•67 PER 5DR5D G-01 VARIABLE STRAIGHT CURB MOD. 9•20 PER 5DR5D G-01 10.89 6 STRAIGHT CURB PER SDRSD 6.16 6 STRAIGHT CURB PER 5DR5D 6" STRAIGHT CURB PER 5DR5D 3.20 72.00 6 STRAIGHT CURB PER 5DR5D 6 STRAIGHT CURB PER SDRSD 2.83 7.21 6 STRAIGHT CURB PER 5DR5D 18_50 VARIABLE STRAIGHT CURB MOD. PER 5DR5D G-01 6 STRAIGHT CURB PER SDRSD 5.89 6.31 6 STRAIGHT CURB PER 5DR5D 6 STRAIGHT CURB PER 5DR5D 9.27 G-01 78. 75 6 CURB AND GTR. PER 5DR5D CURB DATA TABLE 0 "-/BEARING RADIUS LENGTH DESCRIPTION 58 N83'01 '45"E 59 56""15'04• 10.00 60 123"44'56" 1.00 61 N83'01 '45"E 62 N06"58'15•w 63 583'01 '45"W 64 N06"58'15•w 65 583'01 '45"W 66 N06"58'15"W 67 583'01 '45"W 68 90'00'00" 3.00 69 N06"58'15•w 70 N83'01 '45"E 71 N83'01 '45"E 72 506"58'75"E 73 90'00'00" 3.00 74 N83'01 '45"E 75 506"58'15"E 76 N83'01 '45"E 77 506"58'15"E 78 46'03'25" 52.00 79 550"54'51 "E 80 39"38'31" 37.00 81 39"38'31" 37.00 82 583'01 '45"W 83 91'08'37" 2.97 84 583'01 '45"W 85 583'01 '45"W 86 N06"58'15•w 87 90'00'00" 3.00 88 583'01 '45"W 89 583'01 '45"W 90 583'01 '45"W 91 103'06'35" 10.00 92 90-00·00· 10.00 93 N69'55'10"E 94 N69'55'10"E 95 N69'55'10"E 96 N69'55'10"E 97 90-00·00· 5. oo 98 90'00'00" 5. 00 99 N69'55'10"E 100 N69'55'10"E 101 N69'55'10"E 102 90-00·00· 3. oo 103 N20'04'50"W 104 N69'55'10"E 105 N20'04'50"W 106 90-00'00· 3.00 107 N69'55'10"E 108 N20-04•5o•w 109 103"29'48" 20.00 110 82"34'13" 20.00 111 583'01'45"W 112 N69'55'10"E 113 N69'55'10"E 114 N69'55'10"E 14.00 9.82 2.16 12.48 18.00 2.50 36.00 2.50 23.00 17.00 4.71 4.33 6.17 1.50 2.00 3.00 14.50 34.00 2.50 40.33 41.80 12.11 4.49 25.60 13.98 4.73 14.50 63.00 14.50 4.71 5.00 170.00 42.09 18.00 15.71 38.71 4.43 66.75 6 STRAIGHT CURB PER SDRSD VARIABLE STRAIGHT CURB MOD. PER 5DR5D G-01 VARIABLE STRAIGHT CURB MOD. PER 5DR5D G-01 6 CURB AND GTR. PER 5DR5D o• CURB PER DETAIL E/3 o• CURB PER DETAIL E/3 6 STRAIGHT CURB PER 5DR5D 6 STRAIGHT CURB PER 5DR5D 6" STRAIGHT CURB PER SDRSD -1 6 STRAIGHT CURB PER 5DR5D 6 STRAIGHT CURB PER 5DR5D 6 STRAIGHT CURB PER 5DR5D 6 STRAIGHT CURB PER SDRSD 6 STRAIGHT CURB PER 5DR5D 6" STRAIGHT CURB PER 5DR5D 6" STRAIGHT CURB PER SDRSD -1 6 STRAIGHT CURB PER 5DR5D 6 CURB AND GTR. PER 5DR5D 6 6 6 6" STRAIGHT CURB PER 5DR5D 6" STRAIGHT CURB PER SDRSD -1 6" STRAIGHT CURB PER 5DR5D G-01 6" STRAIGHT CURB PER 5DR5D G-01 4 MOD. ROLLED CURB AND GTR. PER DETAIL A J MOD. ROLLED CURB TO TYPE G CURB TRANS. PER DETAIL A '2 4 A PER DETAIL A J VARIABLE STRAIGHT CURB MOD. PER 5DR5D G-01 VARIABLE STRAIGHT CURB MOD. PER 5DR5D G-01 6" CURB AND GTR. PER 5DR5D G-02 4 MOD. ROLLED CURB AND GTR. PER DETAIL A J MOD. ROLLED CURB TO TYPE "G" CURB TRANS. PER DETAIL A/2 6 CURB AND GTR. PER 5DR5D 43,47 VARIABLE STRAIGHT CURB MOD. PER 5DR5D G-01 VARIABLE STRAIGHT CURB MOD. 7•85 PER 5DR5D G-01 6" CURB AND GTR. PER 5DR5D 7•85 G-02 41 _23 4 MOD. ROLLED CURB AND GTR. PER DETAIL A J 63_03 4 MOD. ROLLED CURB AND GTR. PER DETAIL A J MOD. ROLLED CURB TO TYPE G 4•33 CURB TRANS. PER DETAIL A '2 4.71 14.50 27.00 14.50 4.71 2.01 17.00 36.13 28.82 5.00 0.35 4.97 5.00 6 STRAIGHT CURB PER 5DR5D 6 STRAIGHT CURB PER 5DR5D 6 STRAIGHT CURB PER 5DR5D 6 6 6 CURB AND GTR. PER 5DR5D 6" CURB AND GTR. PER 5DR5D M . CURB TRANS. PER DETAIL A '2 6" CURB AND GTR. PER 5DR5D G-02 MOD. ROLLED CURB TO TYPE G CURB TRANS. PER DETAIL A '2 MOD. ROLLED CURB TO TYPE G CURB TRANS. PER DETAIL A '2 fsHml CITY OF CARLSBAD I SHEETS I t----t--t---------------+---+--l----1-----I ~ ENGINEERING DEPARTMENT 20 ::=====--'=========:::::::::::::::::::::::::=::::::::=:::::....:::=:::::::: 1-----l--+---------------l-----l----1------11----1 PRECISE GRADING PLANS FOR: LA COSTA TOWN SQUARE PARCEL 3 RESIDENTIAL l-----l--+---------------l-----l----1------1----1 ~G:;:R===-2~0~2~2===-0~0~1~6==============::! PLANNING ENGINEERING SURVEYING t---+----1-----------------1----1----+----1-----1 APPROVED: JASON S. GELDERT :5 3990 Ruffin Rood, Suite 120 Son Diego, Co. 92123 ~ 858-560-1141 858-560-8157 1-----t--+----------------1------+---l---J--J ENGINEERING MANAGER PE 63912 EXPIRES 9 30 26 DATE ~ -fj ~ DAlE INITIAL 1--DA_lE_.L..-IN_lll_AL---+_D_AlE--'-..J....CIN.c..lll.c..A=.L-1 I RVWD BY:___ PROJECT NO. DRAWING NO. .;; INSPECTOR DATE '11r£~;-DATE ENGINEER DF WORK REVISION DESCRIPTION DlHER APPROVAL CllY APPROVAL CHKD BY: CT2017-0003 536-1 B ~ ----------------------------------,.;11,~~~------~~-..L.---------~~~;.;;,~.;.;.----=~----------------------..::====~~=============================================!.I~ 20' 0 20' 40' 60' REVIEWED BY• 76882.30 Docusign Envelope ID: E86CA236-356D-4BA7-A34B-CCDC3CCFA28C 10/10/2024 TABLE 4B (TABLE 4, TMS-602-16) TABLE 4A (TABLE 3, TMS-602-16) 1705.13 TABLE 3 (TABLE 1705.3, 2022 CBC) CM&I 2022 20 06/25/2024 MBI LO SPECIAL INSPECTION FOR THE STRUCTURAL COMPONENTS ARE LISTED IN THE REFERENCED TABLE BELOW: MATERIAL: REFERENCE: CONCRETE TABLES: 3 MASONRY TABLES: 4A, 4B MINIMUM QUALITY ASSURANCE LEVEL FOR THIS PROJECT MUST BE LEVEL 2 MINIMUM VERIFICATION PRIOR TO CONSTRUCTION, VERIFICATION OF COMPLIANCE OF SUBMITTALS. PRIOR TO CONSTRUCTION, VERIFICATION OF fm AND ¼Ac, EXCEPT WHERE SPECIFICALLY EXEMPTED BY THE CODE DURING CONSTRUCTION, VERIFICATION OF SLUMP FLOW AND VISUAL STABILITY INDEX (VSI) WHEN SELF-CONSOLIDATING GROUT IS DELIVERED TO THE PROJECT SITE. DURING CONSTRUCTION, VERIFICATION OF fm AND tee FOR EVERY 5,000 SQ. FT. (465SQ. M). DURING CONSTRUCTION, VERIFICATION OF PROPORTIONS OF MATERIALS AS DELIVERED TO THE PROJECT SITE FOR PREMIXED OR PREBLENDED MORTAR, PRESTRESSING GROUT, AND GROUT OTHER THAN SELF-CONSOLIDATING GROUT. (a) R=REQUIRED, NR=NOT REQUIRED DIGA ~RT ,,, 811 REQUIRED FOR QUALITY ASSURANCE (al LEVEL 2 R R R NR NR ORCO MID WALL I SPECIAL INSPECTION NOTE; I DESIGN CRITERIA PER THE 2022 CBC: PROVIDE LEVEL 2 SPEGAL INSPECTION PER TMS 602-16 TABLES 3 & 4 OF THE MASONRY STEM. 1. ALLOWABLE SOIL BEARING PRESSURE = 2500 PSF + f /NCR. '1\/IND/SEJMIC 2. ALLOWABLE L4TERAL PASSIVE PRESSURE= 250 PCF. 3. EQUNALENT A._UID PRESSURE= 60 PCF. 4. GROUT STRENGTH = 2000 PSI@ 28 DAYS, 5. REINFORCING STEEL : GRADE 60. 6. MASONRY COMPRESSION STRENGTH, f 'm = 2000 PSI NOT.:: Pf?O\'IDE '0'-DOIVEL & 'E'-BAR ATfACH SIDE OF CO/OiTROl JOI/ill, EA'D5 OF WAHS AND @ WALL Ha.Gm" -- CONCRETE DITQ-1 PER BACKFILL COMPACTED TO MTN. 90% COMPAC'TTON PER omoNMO>P ~VIL PIAN l A5m1557~: ~ #4 HORZ CONT. -7.J A' @" 0/C ~~!-----.!.---½ >7)\ n • ~~'\ rcu,. --:;,.s, ;,<<' / ~ -; L D' DOWEL 12" -v I PROViDE 1" OiA. SOR JS ~ PERF PIPE WI !FT WlDE 3/4" G/1/lvR WRIIPP!'D W/ MJRAFI 14lJN FlL TER I .,,,--FAMUC W WITHIN 1FT V OF FG • SLOPE ro DR/lIN. WATERPROOF BAG<S1DE OF WALL. -.t2"aR. \\ ~~J'QR t-_._.,· -'tr---+- \ \~+-'E' BAR ~-1-~ • ----I'--\ L . ..__,_-+_ #4 /-IORZ CONT.@ J ~ 9" 0/C AS SHOWN. --".----+---+ 6" 12" I. ., '8' I NOTE: DIMENSIONS ARE NOT TO SO'ILE, I 'HT' 'B' 'C, 'D' DOWEL 'E' BAR 2'-0" 2'-6" 8" #4@32' OJC J JJ" #4@32" 0/C 18" e· ,. r-- 2'-8" 3'-3" l'-t" #4@16' OIC J 4/" #4@/6' 0/C 21" 8" /9"r-- J'-4" 4 ·-o· l'-1" #4@16' 0/C J 49· #4@/6' 0/C JO" 8" zs·r-- 4'-0~ 4 "-9" 2'-1" #4@f6' OIC J 51" #4@8' 0/C 45" 8" 31·r-- GENERAL NOTES: 1. CONCRETE BLOCK SHALL BE MANUFACTURED BY ORCO ASTM C 90. 2, CONCRETE FOR FOOTING SHALL HAVE STRENGTH f 'c = 4000 PSI, WITH WATER/CEMENT R4TJO _s: 0.5. PORTlAND CEMENT SHALL CONFORM TO ASTM C 150 TYPE II/V. 3. REJNFORCTNG STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A 615 GRADE 60. PROVIDE 48 BAR DIAMETER LAP. 4. REBAR SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN WHICH IT IS LOCATED UNO. 5. CONCRETE BLOCK SHALL BE WO IN A RUNNING BOND PATTERN WITH VERTI~L CONTINUITY OF THE CELlS UNO 6. ALL RETAINING WALL BLOCK CELLS SHALL BE SOLJD GROUTED UNO. 7, TYPES MORTAR SHAll CONFORM TO ASTM C 270 AND CBC 2103. 8. GROUT FOR CONCRETE BLOCK SHALL CONFORM TO ASTM C 476 AND CBC 2103. f'~ =2DODPSL 9. BLOCK STEM /'1AY BE WET-SET 1-1/r INTO THE FOOTING WHILE THE CONCRETE IS PlASTIC BLOCK STEM MAY BE PLACED TO EITHER EDGE OF THE TRENCH TYPE FOOnNG. 1D. FOOTTNG MUST BE POURED ON OR INTO UNDISTURBED NATURAL SOIL OR ON COMPACTED Fill WITH A MINIMUM COMPACTION OF 90%. FOOTING EMBEDMENT SHALL BE A MINIMUM OF 18n BELOW THE LOWEST ADJACENT GRADE. 11. FJRST INSPECTION TO BE AFTER FOOTING TRENCHES ARE READY FOR CONCRETE AND All REQUIRED SfEEL IS TIED IN PLACE, SECOND INSPECTION TO BE WHEN THE REQUIRED VERTICAL IS IN PLACE AND THE BLOCK WAll IS READY TO GROUT. 12. MAXIMUM CONTROL JOINT SPACING: 20' 0/C I D/11_MID I ENGINEERING STAMP APPROVAL IS CONDITIONAL; REQUIRING USE OF ORCO MANUFACTURED CMU ON ALL ORCO WALL SYSTEM DESIGNS. ORCO TOP WALL SPECIAL INSPECTION NOTE: DESIGN CRITERIA PER THE 2022 CBC: PROVIDE LEVEL 2 SPECIAL INSPECTION PER TMS 602-16 TABLES 3 & 4 OF THE MASONRY STEM. L ALLOWABLE SOlL BEARING PRESSURE = 2500 PSF + f JNCR, WlND/SEJMJC 2, ALLOWABLE LATERAL PASSNE PRESSURE= 250 PCF, 3. EQUIVALENT FLUID PRESSURE = 42 PCF. 4. GROUT STRENGTH= 2000 PSI @28 DAYS. 5. REINFORCING STEEL : GRADE 60, 5. MASONRY COMPRESSION STRENGTH, f ',,, = 2000 PSI. NOTE: PROVIDE D'-DOl-1-Ei. ll £'-BAR AT EACH SIDE OF CO/rrROI. JO!NTS, ENDS OF WAUS A,W@ WALL //EIGHT CHM'GES OPTTONAL CAP.~ LEVEL BACKHLJ. COMPACTED TO MTN. 90% COMPACITON PER ASTM 1557-0, ~ #4 HORz corrr. ==~~;i.,'7777'7T.m~77-:-@21·01c • ~~~~~~ _.,._, r cu, t -v 'D'DOWELJ / PROLIJDE 4" Dl4, SDI/. 35 PERr PIPE W/ lf'TWIDE 3/4' GRAVEL Wl<APPEO WI MIRJ.Fl 140N FilTER FABRlCTO WITHIN lf'T OF FG -SLOPE TO OOA!N. / ~ /(/ )' VIATERPROOf fJACKS!Df 'f.,~" J c,w,c, -'k---T"" ·?2o;,J;:L.j.lf~g:~~~ 2"QR. L _. --1'""-·· \ \ !--3 CLR. J \ \_+-'E'BAR ~-'k-----.... -'-r~--1----' ~+-i/4 HORZ COt,T. @ 9" 0/C AS SHOWN. 6" 12" ., ., I NOTE: DIMENSIONS ARE NOT TO SCALE, I 'HT' 'B' 'C' 'D' DOWEL 'E' BAR 2•-ou 2·-0· NIA #4@32" OIC J JY #4~JZ" OIC 12" 8" 7'1 2·.3· NIA #4@J2" 0/C J 41" #4@32" OIC 15" 2'·8" 8" 7'1 3'·4" 2'-6" 4" #4@32" 0/C J 49" #4@32" OIC 18" 8" 8' r-- 4 '-0" J'-0" 4" #4@16" 0/C J57" #4@!6" 0/C 24" 8" 8' r-- GENERAL NOTES; 1. CONCRETE BLOCK SHALL BE MANUFACTURED BY ORCO ASTM C 90. 2. CONCRETE FOR FOOTING SHALL HAVE STRENGTH f 'c = 4000 PSI, WITH WATER/CEMENT RA TIO 5:_ 0.5. PORTLAND CEMENT SHALL CONFORM TO ASTM C 150 TYPE lljV. 3. REINFORONG STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A 615 GRADE 60, PROVIDE 48 BAR DIAMETER LAP. 4. REBAR SHALL BE CENTERED IN TT-IE CONCRETE BLOCK CELL IN WHICH IT lS LOC/lTED UNO. 5. CONCRETE BLOCK SHALL BE LAID IN A RUNNING BOND PATTERN WITH VERTICAL CONTINUITY OF THE CELLS UNO. 6. ALL RETAINING WALL BLOCK CELLS SHALL BE SOUO GROUTED UNO. 7, TYPES MORTAR SHALL CONFORM TO ASTM C 270 AND CBC 2103, 8, GROUT FOR CONCRETE BLOCK SHALL CONFORM TO ASTM C 476 AND CBC 2103. f'g = 2000 PSI. 9. BLOCK STEM MAY BE WET-SET 1-1/2" INTO THE FOOTING WHILE THE CONCRETE IS PLASTIC. BLOCK STEM MAY BE PlACED TO EITHER EDGE OF THE TRENCH TYPE FOOTING. 10. FOOTING MUST BE POURED ON OR INTO UNDISTURBED NATURAL SOIL OR ON COMPACTED FfLL WTTH A MfNfMUM COMPACTTON OF 90%. FOOTING EMBEDMENT SHALL BE A MINIMUM OF 18" BELOW THE LOWEST ADJACENT GRADE. 11. FIRST INSPECTION TO BE AFTER FOOTING TRENCHES ARE READY FOR CONCRETE AND ALL REQUIRED STEEL IS TIED IN PLACE SECOND INSPECTION TO BE WHEN TT-IE REQUIRED VERTICAL IS IN PLACE AND THE BLOCK WALL JS READY TO GROUT. 12. MAXIMUM CONTROL JOINT SPACTNG: 20' 0/C I D/11_TOP I ENGINEERING STAMP APPROVAL IS CONDITIONAL; REQUIRING USE OF ORCO MANUFACTURED CMU ON ALL ORCO WALL SYSTEM DESIGNS. MINIMUM SPECIAL REINFORCEMENT FOR MASONRY 1. INSPECTION TASK AS MASONRY CONSTRUCTION BEGINS, VERIFY THA THE FOLLOWING ARE IN COMPLIANCE: A.~ PROPORTIONS OF SITE-PREPARED MORTAR C. ~ GRADE, TYPE AND SIZE OF REINFORCEMENT, CONNECTORS, ANCHOR BOL TS,AND PRESTRESSING TENDONS AND ANCHORAGES F. ~ SAMPLE PANEL CONSTRUSTION 2. PRIOR TO GROUTING, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE: A. ~ GROUT SPACE C. ~ PLACEMENT OF REINFORCEMENT, CONNECTORS, AND ANCHOR BOLTS D. ~ PROPORTIONS OF SITE-PREPARED GROUT AND PRETRESSING GROUT FOR BONDED TENDONS 3. VERITY COMPLIANCE OF THE FOLLOWING DURING CONSTRUCTION: A~ MATERIAL AND PROCEDURES WITH THE APPROVED SUBMITTALS B. ~ PLACEMENT OF MASONRY UNITS AND MORTAR JOINT CONSTRUCTION C.~ SIZE AND LOCATION OF STRUCTURAL MEMBERS F. ~ PREPARATION, CONSTRUCTION, AND PROTECTION OF MASONRY DURING COLD WEATHER (TEMPERATURE ABOVE 40'F(4.4'C)) OR HOT WEATHER (TEMPERATURE ABOVE 90'F(32.2'C)) H. ~ PLACEMENT OF GROUT AND PRESTRESSING GROUT FOR BONDED TENDONS IS IN COMPLIANCE 4. ~ OBSERVE PREPARATION OF GROUT SPECIMENS MORTAR SPECIMENS, AND/OR PRISMS FREQUENCY (al LEVEL2 PERIODIC PERIODIC PERIODIC PERIODIC PERIODIC PERIODIC PERIODIC PERIODIC PERIODIC PERIODIC CONT. PERIODIC 4 '-8" 5'-6" 2'-1" #4@8" 0/C J 65" #MIS' DIC 54" 8" Jrr--4 '-8'" 3"-3" 8" #4@/6' 0/C J65" 8" #4@!6" 0/C 21" ,, r--(a) FREQUENCY REFERS TO THE FREQUENCY OF INSPECTION, WHICH MAY BE CONTINUOUS DURING THE LISTED TASK OR PERIODICALLY DURING THE LISTED TASK, AS DEFINED IN THE TABLE. NR=NOT REQUIRED, PERIODIC, CONT.=CONTINUOUS (b) REQUIRED FOR THE FIRST 5000 SQUARE FEET (465 SQUARE METERS) OF AAC MASONRY. (c) REQUIRED AFTER THE FIRST 5000 SQUARE FEET (465 SQUARE METERS) OF AAC MASONRY. STATEMENT OF SPECIAL INSPECTIONS, CBC THIS "STATEMENT OF SPECIAL INSPECTIONS" IS SUBMITTED IN FULFILLMENT OF THE REQUIREMENTS OF CBC SECTIONS 1704 AND 1705. THE SCHEDULE OF SPECIAL INSPECTIONS SUMMARIZES THE SPECIAL INSPECTIONS AND TESTS REQUIRED. SPECIAL INSPECTORS WILL REFER TO THE APPROVED PLANS AND SPECIFICATIONS FOR DETAILED SPECIAL INSPECTION REQUIREMENTS. ADDITIONAL TESTS AND INSPECTIONS REQUIRED BY THE APPROVED PLANS AND SPECIFICATIONS MUST ALSO BE PERFORMED. SPECIAL INSPECTIONS AND TESTING WILL BE PERFORMED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS, THIS STATEMENT AND CBC SECTIONS 1704, 1705, 1706, 1707, AND 1708. INTERIM REPORTS WILL BE SUBMITTED TO THE BUILDING OFFICIAL AND THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE IN ACCORDANCE WITH CBC SECTION 1704.2.4. A FINAL REPORT OF SPECIAL INSPECTIONS DOCUMENTING REQUIRED SPECIAL INSPECTIONS, TESTING AND CORRECTION OF DISCREPANCIES NOTED IN THE INSPECTIONS MUST BE SUBMITTED PRIOR TO ISSUANCE OF A CERTIFICATE OF USE AND OCCUPANCY (SECTION 1704.2.4). THE FINAL REPORT WILL DOCUMENT: • REQUIRED SPECIAL INSPECTIONS. • CORRECTION OF DISCREPANCIES NOTED IN INSPECTIONS. THE OWNER RECOGNIZES HIS OR HER OBLIGATION TO ENSURE THAT THE CONSTRUCTION COMPLIES WITH THE APPROVED PERMIT DOCUMENTS AND TO IMPLEMENT THIS PROGRAM OF SPECIAL INSPECTIONS. IN PARTIAL FULFILLMENT OF THESE OBLIGATIONS, THE OWNER WILL RETAIN AND DIRECTLY PAY FOR THE SPECIAL INSPECTIONS AS REQUIRED IN CBC SECTION 1704. THIS PLAN HAS BEEN DEVELOPED WITH THE UNDERSTANDING THAT WILL: • REVIEW AND APPROVE THE QUALIFICATIONS OF THE SPECIAL INSPECTORS WHO WILL PERFORM THE INSPECTIONS. • MONITOR SPECIAL INSPECTION ACTIVITIES ON THE JOB SITE TO ASSURE THAT THE SPECIAL INSPECTORS ARE QUALIFIED AND ARE PERFORMING THEIR DUTIES AS CALLED FOR IN THIS STATEMENT OF SPECIAL INSPECTION. • REVIEW SUBMITTED INSPECTION REPORTS. REQUIRED SPECIAL INSPECTIONS AND TEST OF CONCRETE CONSTRUCTION VERIFICATION AND INSPECTION 1. ~ INSPECT REINFORCEMENT, INCLUDING PRESTRESSING TENDONS AND VERIFY PLACEMENT. 5. ~ VERIFY USE OF REQUIRED DESIGN MIX. 6. ~ PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE. 7. ~ INSPECT COt-lCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES. 8. ~ VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES. 12. ~ INSPECT FORMWORK FOR SHAPE, LOCATION, AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED. 13. ~ OTHER: CONT. PERIODIC X X X X X X A WHERE APPLICABLE, SEE ALSO SECTION , SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE. B. SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTION MUST BE INCLUDED IN THE RESEARCH REPORT FOR THE ANCHOR ISSUED BY AN APPROVED SOURCE IN ACCORDANCE WITH 17.8.2 IN ACI 318, OR OTHER QUALIFICATION PROCEDURES. WHERE SPECIFIC REQUIREMENTS ARE NOT PROVIDED, SPECIAL INSPECTION REQUIREMENTS MUST BE SPECIFIED BY THE REGISTERED DESIGN PROFESSIONAL AND MUST BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO THE COMMENCEMENT OF THE WORK. "AS BUILT" P.E. __ _ EXP. ___ _ DATE REVIEWED BY, INSPECTOR DATE "DECLARATION OF RESPONSIBLE CHARGE" >-----+--+------------+---+---+--->----I [SHrnlg CITY OF CARLSBAD I SHEETS I ~ ENGINEERING DEPARlMENT ::==::'...::::=========:'..==~ I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR ORCO CMU RETAINING WALLS, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE ORCO CMU RETAINING WALLS, SHEET 19, AS DEFINED IN SECnON 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIF/CA noNS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBIUnES FOR ORCO CMU RETAINING WALLS DESIGN. BY: GABRIEL VERDUGO-ZEPEDA EXPIRAnON DATE 3/31/2025 P.E. 83660 DATE PRECISE GRADING PLANS FOR: LA COSTA TOWN SQUARE PARCEL 3 RESIDENTIAL GR-2022-0016 ORCO CMU WALL DETAILS 1----t----+----------------+-----11----+---+----1 APPROVED: JASON S. GELDERT DA 1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION ENGINEERING MANAGER PE 63912 EXPIRES 9/30/26 DAlE INITIAL DAlE INITIAL I RVWD BY: ---1 1-0-TH-ER-AP_..P_R_OV_A_L-+-C-ITY--Af'_..P_R_O_VM.--I CHKD BY: . PROJECT NO. CT2017-0003 DAlE DRAWING NO, 536-18 ------------------------------------------------------------------------------------------------------------------------------76882.30 iil ~ -Q ~ ,! ~ Docusign Envelope ID: E86CA236-356D-4BA7-A34B-CCDC3CCFA28C 10/10/2024 CM&I 2022 20 Geotechnical Review byStephen J. Coover, GE 2057 GeoSoils, Inc. 7-17-2024 MBI LO ~I __ s_TA_T_E_ME_N_T_o_F_s_PE_c_1A_L_1N_s_PE_c_T_1o_N_s, __ c_Bc_~l,___ ____ N_o_T_AT_1o_N_u_s_E_D_1N_T_A_BL_E _____ __, THIS "STATEMENT OF SPECIAL INSPECTIONS" IS SUBMITTED IN FULFILLMENT OF THE REQUIREMENTS OF CBC SECTIONS 1704 AND 1705. THE SCHEDULE OF SPECIAL INSPECTIONS SUMMARIZES THE SPECIAL INSPECTIONS AND TESTS REQUIRED. SPECIAL INSPECTORS WILL REFER TO THE APPROVED PLANS AND SPECIFICATIONS FOR DETAILED SPECIAL INSPECTION REQUIREMENTS. ADDITIONAL TESTS AND INSPECTIONS REQUIRED BY THE APPROVED PLANS AND SPECIFICATIONS MUST ALSO BE PERFORMED. SPECIAL INSPECTIONS AND TESTING WILL BE PERFORMED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS, THIS STATEMENT AND CBC SECTIONS 1704, 1705, 1706, 1707, AND 1708. INTERIM REPORTS WILL BE SUBMITTED TO THE BUILDING OFFICIAL AND THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE IN ACCORDANCE WITH CBC SECTION 1704.2.4. A FINAL REPORT OF SPECIAL INSPECTIONS DOCUMENTING REQUIRED SPECIAL INSPECTIONS, TESTING AND CORRECTION OF DISCREPANCIES NOTED IN THE INSPECTIONS MUST BE SUBMITTED PRIOR TO ISSUANCE OF A CERTIFICATE OF USE AND OCCUPANCY (SECTION 1704.2.4). THE FINAL REPORT WILL DOCUMENT: • REQUIRED SPECIAL INSPECTIONS. • CORRECTION OF DISCREPANCIES NOTED IN INSPECTIONS. THE OWNER RECOGNIZES HIS OR HER OBLIGATION TO ENSURE THAT THE CONSTRUCTION COMPLIES WITH THE APPROVED PERMIT DOCUMENTS AND TO IMPLEMENT THIS PROGRAM OF SPECIAL INSPECTIONS. IN PARTIAL FULFILLMENT OF THESE OBLIGATIONS, THE OWNER WILL RETAIN AND DIRECTLY PAY FOR THE SPECIAL INSPECTIONS AS REQUIRED IN CBC SECTION 1704. THIS PLAN HAS BEEN DEVELOPED WITH THE UNDERSTANDING THAT WILL: • REVIEW AND APPROVE THE QUALIFICATIONS OF THE SPECIAL INSPECTORS WHO WILL PERFORM THE INSPECTIONS. • MONITOR SPECIAL INSPECTION ACTIVITIES ON THE JOB SITE TO ASSURE THAT THE SPECIAL INSPECTORS ARE QUALIFIED AND ARE PERFORMING THEIR DUTIES AS CALLED FOR IN THIS STATEMENT OF SPECIAL INSPECTION. • REVIEW SUBMITTED INSPECTION REPORTS . SPECIAL INSPECTION FOR THE STRUCTURAL COMPONENTS ARE LISTED IN THE REFERENCED TABLE BELOW: MATERIAL: REFERENCE: SOILS TABLES: 2A TABLE 2A REQUIRED VERIFICATION AND INSPECTION OF SOIL VERIFICATION AND INSPECTION CONT. PERIODIC 1. ~ VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY. 2. ~ VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL. 3. ~ PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS. 4. ~ VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF COMPACTED FILL 5. ~ PRIOR TO PLACEMENT OF COMPACTED FILL, OBSERVE SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY. DIGA ~RT ,,, 811 X X X X X COLUMN HEADERS: FOR STRUCTURAL STEEL: QC QUALITY CONTROL (QC) AS SPECIFIED IN THIS AISC 360 MUST BE PROVIDED BY THE FABRICATOR AND ERECTOR. QA QUALITY ASSURANCE (QA) AS SPECIFIED IN THIS CHAPTER MUST BE PROVIDED BY THE SPECIAL INSPECTOR OR QUALITY ASSURANCE INDIVIDUAL IF QUALIFIED. OBSERVE OBSERVE THESE ITEMS ON A RANDOM BASIS AT A MINIMUM OF 10% OF THE TASKS. OPERATIONS NEED NOT BE DELAYED PENDING THESE INSPECTIONS AT CONTRACTOR'S RISK. IF REWORK FOUND, THE TASKS MUST BE INCREASED TO 20% FOR THE SECOND BATCH OF INSPECTION. SHOULD DEFICIENCIES STILL EXIST AFTER THE SECOND BATCH, INCREASE ADDITIONAL 20% THEREAFTER. PERFORM PERFORM THESE TASKS FOR FOR EACH WELD, FASTENER OR BOLTED CONNECTION, AND REQUIRED VERIFICATION. FOR "H" PILES, THESE INSPECTIONS MUST BE PERFORMED PRIOR TO THE FINAL ACCEPTANCE OF THE ITEMS DOC DOCUMENT -THE INSPECTOR MUST PREPARE REPORTS INDICATING THAT THE WORK HAS BEEN PERFORMED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE REPORT NEED NOT PROVIDE DETAILS MEASUREMENTS FOR JOINT FIT UP, WPS SETTINGS, COMPLETED WELDS, OR OTHER INDIVIDUAL ITEMS LISTED IN THE TABLES. FOR SHOP FABRICATION, THE REPORT MUST INDICATE THE PIECE MARK OF THE PIECE INSPECTED. FOR FIELD WORK, THE REPORT MUST INDICATE THE REFERENCE GRID LINES AND FLOOR OR ELEVATION INSPECTED. WORK NOT IN COMPLIANCE WITH THE CONTRACT DOCUMENTS AND WHETHER THE NONCOMPLIANCE HAS BEEN SATISFACTORILY REPAIRED MUST BE NOTED IN THE INSPECTION REPORT FOR OTHER MATERIALS: CONT. INDICATES CONTINUOUS SPECIAL INSPECTION IS REQUIRED DURING TASK LISTED. SPECIAL INSPECTOR IS PRESENT WHEN AND WHERE THE WORK IS TO INSPECTED IS BEING PERFORMED. PERIODIC INDICATES PERIODIC SPECIAL INSPECTIONS ARE REQUIRED DURING TASK LISTED. SPECIAL INSPECTOR IS INTERMITTENTLY PRESENT WHERE THE WORK TO BE INSPECTED HAS BEEN OR IS BEING PERFORMED. DOC DOCUMENT -THE INSPECTOR MUST PREPARE REPORTS INDICATING THAT THE WORK HAS BEEN PERFORMED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE REPORT NEED NOT PROVIDE DETAILS MEASUREMENTS FOR JOINT FIT UP, WPS SETTINGS, COMPLETED WELDS, OR OTHER INDIVIDUAL ITEMS LISTED IN THE TABLES. FOR SHOP FABRICATION, THE REPORT MUST INDICATE THE PIECE MARK OF THE PIECE INSPECTED. FOR FIELD WORK, THE REPORT MUST INDICATE THE REFERENCE GRID LINES AND FLOOR OR ELEVATION INSPECTED. WORK NOT IN COMPLIANCE WITH THE CONTRACT DOCUMENTS AND WHETHER THE NONCOMPLIANCE HAS BEEN SATISFACTORILY REPAIRED MUST BE NOTED IN THE INSPECTION REPORT BOX ENTRIES: X IS PLACED IN THE COLUMN TO DENOTE EITHER 'C" CONTINUOUS OR "P" PERIODIC INSPECTIONS. DENOTES NO SPECIAL INSPECTION IS REQUIRED. 1 DENOTES ONE TIME INSPECTION. ADDITIONAL DETAIL REGARDING INSPECTIONS AND TESTS ARE PROVIDED IN THE PROJECT SPECIFICATIONS OR NOTES ON THE DRAWINGS. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM TH£ G£0TECHNIAL CONSUL TANT OF WORK FOR TH£ SOILS INSPECTIONS ON SHEET 20, THAT I HA VE" EXERCISED RESPONSIBLE CHARGE 0\/E"R REVIEW OF TH£ DESIGN FOR TH£ PROJECT AS DEFINED IN SECTION 6703 OF TH£ BUSINESS AND PROFESSIONS COD£, AND THAT TH£ DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT TH£ CHECK OF PROJECT DRAWINGS AND SPECIF/CATIONS BY TH£ CITY OF CARLSBAD DOES NOT R£L/£\IE" ME, AS GEO TECHNICAL CONSUL TANT OF WORK, OR OF MY R£SPONSIBIL/Tl£S FOR CONTINUOUS OR PERIODIC INSPECTIONS FOR TH£ PROJECT. 8 " S~~ 2057 DAIE R£GISTRA TION EX RATION DA TE: 9-30-25 "AS BUILT" P.E. __ _ EXP. __ _ DATE REVIEWED BY• INSPECTOR DATE fSHrnl0 CITY OF CARLSBAD I SHEETS I 1-----+------1--------------+---+---<1----+------~ ENGINEERING DEPARlMENT l-----+------1--------------+---+-----fl----+------ l------+-----f--------------+---+-----f l-----+----I PRECISE GRADING PLANS FOR: LA COSTA TOWN SQUARE PARCEL 3 RESIDENTIAL 1------+-----1--------------+---+-----fl-----+----1 GR-2022-0016 SOILS SPECIAL INSPECTION NOTES 1------+-----1--------------+---+----,1-----+----1 APPROVED: JASON S. GELDERT 1-----+------1--------------+---+---<1----+------ENGINEERING MANAGER PE 63912 EXPIRES 9/30/26 DA 1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION DAlE INITIAL DAlE INITIAL I RVWD BY: --1 PROJECT NO. 1--0-TH-ER---"AP'--PR-OV_A_L +-C-ITY-AP-'-P-RO_V_AL--1 CHKD BY: CT2017-0003 DATE DRAWING NO. 536-18 ------------------------------------------------------------------------------------------------------------------------------76882.30 ii ;;.: a, iil ~ -Q ~ ,! ~ Docusign Envelope ID: E86CA236-356D-4BA7-A34B-CCDC3CCFA28C 10/10/2024