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HomeMy WebLinkAboutDWG 534-6A; CT 15-07; OCEAN VIEW POINT; 01-2106/18/24 06/14/24 06/14/24 NF GRADING NOTES BASIS OF BEARINGS WORK TO BE DONE (INADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE 28. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM, NAD 83 (CCS83) THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, REMEDIAL GRADING, CARLSBAD MUNICIPAL CODE.) GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND IRRIGATION PLANS AND THE IMPROVEMENT EPOCH 1991.35, ZONE 6, AS DETERMINED LOCALLY BY A LINE BETWEEN FIRST ORDER CONTROL STATIONS DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY PLANS AS REQUIRED FOR THIS VvVRK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. CLSB-060 BEING A GRID BEARING OF N 16' 53' 01" E AS DERIVED FROM GEODETIC VALUES SHOWN ON PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. RECORD OF SURVEY 17271, CITY OF CARLSBAD SURVEY CONTROL, FILED ON FEBRUARY 8,2002 AS FILE REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, SPECIFICATIONS, REQUIREMENTS, 29. V;HERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, IT NUMBER 2002-0112862 IN THE OFFICE OF THE COUNTY RECORDER OF THE SAN DIEGO COUNTY 0 RESOLUTIONS AND ORDINANCES CITED ON THESE PLANS. 2. APPROVAL OF THIS PLAN DOES NDT LESSEN OR l'V'\IVE ANY PORTION OF THE SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY -~✓-7 CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY SOURCE OF TOPOGRAPHY -" THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, PERTAIN TO THIS PROJECT THE ENGINEER IN RESPONSIBLE CHARGE SHALL BY THE CITY ENGINEER. t ri J 1' ;;_ CURRENT AT THE TIME OF CONSTRUCT/ON, AS DIRECTED BY THE CITY ENGINEER. \ ~(KJEN )> REVISE THESE PLANS V;HEN NON-CONFORMANCE IS DISCOVERED. 30. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVE GROUND AND UNDER TOPOGRAPHY SHOWN ON THESE PLANS Vll'\S GENERATED BY FIELD SURVEY METHODS FROM ~ "' 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-GROUND) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING INFORMATION GATHERED ON: JUNE8, 2021 ~~ ... 1. CARLSBAD MUNICIPAL CODE 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT VvVRK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS BY: PASCO, LARET, SUITER &ASSOCIATES -,,t-"' 2. CITY OF CARLSBAD ENGINEERING STANDARDS PERMIT CONDITIONS DATED NIA PLANS IF IT IS FOUND THAT THE ACTI/AL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK , DISCOVERED DUR/NG CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTI.Y TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. - ✓ 3. THIS SET OF PLANS 9. ENVIRONMENTALAPPROVAL DOCUMENTS SUBMITTED TO THE CITY ENGINEER FOR APPROVAL 31. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOII\? AT LEAST 2 FULL WORKING 4. RESOLUTION NO 7337, 7338, 7339 DATED JUNE 19, 2019 DATED 8/20/2019, RESOLUTION 2019-144 4. A RIGHT-OF-Vll'\Y PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FORANY DAYS PRIOR TO STARTING GRADING NEAR THEIRFACILITIESANDSHALLCOORDINATETHEWORKWITHA 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS 10. STORM W'\TER POLLUTION PREVENTION PLAN (TIER 3) VvVRK IN THE PUBLIC RIGHT OF v'h\Y PRIOR TO PERMIT ISSUANCE, A COMPANY REPRESENTATIVE. CONSTRUCTION(GREENBOOK) PREPARED BY· PLSA WOID NO. 937C402546 CERTIFICATE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST BE PROJECT LOCATION 6. SOILS REPORT ANO RECOMMENDATIONS BY: GEOTEK, INC. 11. STORM v'h\TER QL/ALITY MANAGEMENT PLAN PREPARED FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE • JOB NO.: 37311-SO, DATED 111212021 , WITH THREE BY· PLSA DATED: 10/27/2021 REVISED: 11/15/2023 PER.MITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH UNDERGROUND SERVICE ALERT (DIG ALER1) (800) 422-4133 I 811 THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S): 212-272-01, 02, 03, 04, 05, 07 SUPPLEMENTAL LETTERS DATED 10/26121, 11/02121 & 03/20/2023 12. CALIFORNIA STORM W'\TER QUALITY ASSOCIATION BMP OCCURRANCE OF LIABILITY THE INSURANCE COMPANY WRITING THE POLICY MUST SDG&E (800) 411-7343 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS CONSTRUCTION HANDBOOK AND CAL TRANS CONSTRUCTION HAVE A RATING OF ':,\-" OR BETTER AND A SIZE CATEGORY OF CLASS VII AT&T (619) 237-2787 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N 1995 E 6240 .:,,'<I MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. SITE BMP MANUAL OR BETTER AS ESTABLISHED BY "BESTS" KEY RATING GUIDE. SPECTRUM CABLE (800) 227-2600 .,. COX COMMUNICATIONS (619)262-1122 ADDRESS. VERNE VIEW, TERMINUS OF Tl'V'\INAVENUE, CARLSBAD, CA 92008 .,._..,, LEGEND 5. NO WORK SHALL BE COMMENCED UNTILALL PERMITS HAVE BEEN OBTAINED FROM CITY OF CARLSBAD (STREETS & STORM DRAIN) (760) 434-2980 \l,~Q THE CITY AND OTHER APPROPRIATE AGENCIES. CITY OF CARLSBAD (SEWER, Vll'\TER & RECLAIMED Vll'\TER) (760) 438-2722 O· DESCRIPTION STD. SYMBOL QUANTITY 6. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY SUBDIVISION BOUNDARY CT15-07 --WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION EARTHWORK QUANTITIES VICINITY MAP HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 32. PERMIT COMPLIANCE REQUIREMENTS: CUT: 20,000 CY IMPORT: 0 CY CENTERLINE OF ROAD - 7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER, N.TS. FILL: 20000 CY EXPORT: 0 CY OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, ADJACENT PROPERTY LINE ------- APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEEI OBSERVE AND CONmOL THE WORK IN PROGRESS {15.16.120A.8} REMEDIAL: 20,000 CY 8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING CARLSBAD MUNICIPAL CODE PUBLIC RIGHT-OF-Vll'\Y SIGNED BY THE CITY ENGINEER. B. PRIOR TO COMPLETION OF GRADING WORK -THE FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT ADDRESS SETBACK LINE 9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS PROJECT INSPECTOR PER SECTION 15.16.120 OF THE CARLSBAD BY THE ENGINEER-OF-WORK PRIOR TO FINALACCEPTANCE OF THE WORK BY THE MUNICIPAL CODE: TERMINUS OF TW'\IN AVENUE I VERNE VIEW EXISTING CONTOUR LINE 64 CITY DISTURBED AND IMPERVIOUS AREA CARLSBAD, CA 92008 ABBREVIATION LEGEND 10.ACCESS FOR FIRE ANDOTHEREMERGENCYVEHICLESSHALL BE MAINTAJNED TO (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL APN: 212-272-01, 02, 03, 04, 05, 07 PROPOSED CONTOUR LINE 64 THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. GRADING IS COMPLETE. ALL EROSION CONmOL, SLOPE PLANTING TOTAL LOT AREA= 954,339 SF (21.91 AC/ BW = BOTTOM OF W'\LL ELEVATION AND IRRIGATION ARE INSTALLED IN CONFORMANCE WITH CITY EG = EXISTING GRADE 11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED CODE AND THE APPROVED PLANS (OBTAJN SAMPLE OF COMPLIANCE D/STURBEDROWAREA= SEE SEPARATE/MP PLAN REFERENCE DRAWINGS FS = FINISHED SURFACE PROPOSED FLOWLINE .. OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION LETTER FROM CITY ENGINEERING DEPARTMENT). TOTALD/STURBEDAREA= 198,101 SF/4.55AC/ FG = FINISHED GRADE CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF (2) AS-BUILT GRADING PLAN. D11\1, 377-3A MAP12815 FL = FLOWL/NE PROPOSED DIRECTION OF FLOW CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS (3) REPORT FROM THE SOILS ENGINEER, VVHICH INCLUDES (THIS AREA INCLUDES BUT IS NOT LIMITED TO OFF-SITE WORK INCLUDING PUBLIC D11\1, 377-3N MAP14340 FF= FINISHED FLOOR MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEER/NG D11\1, 42!J.<3 MAP16265 RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO IMPROVEMENTS AND TEMPORARY DISTURBANCE SUCH AS VEHICLE AND EQUIPMENT GF = GARAGE FACE CONSTRUCT SPECIAL DESIGN RETAINING INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS. CR38787 v'h\LLS PER STRUCTURAL PLANS 7,888SF 12. A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION REGARDING THE EXPANSIVE QL/AL/TY OF THE SOIL, AND SUMMARIES OF STAGINGAREAS, CONSTRUCTION TRENCHES, BACKFILL CUTS AND SLOPE KEYW'\YS) CR38878 IE = INVERT ELEVATION FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO LA = LANDSCAPE AREA ADHERENCE TO RECOMMENDATIONS OUTI.INED IN THE SOILS REPORT IS REQUIRED INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE TG = TOP OF GRATE ELEVATION INSTALL 5' FREE STANDING MASONRY I X X I PRIOR TO THE ISSUANCE OF A BUILDING PERM/I ALL CONTROLLED GRADING GRADING v1D\S DONE IN ACCORDANCE WITH THE REQUIREMENTS AND 'TOTAL NEW I REPLACED IMPERVIOUS AREA = 86,898 SF 'NOTE: QUANTITIES WITHIN I SUBSET RIM = TOP OF RIM ELEVATION v'h\LL PER LANDSCAPE PLANS SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE OF DISTURBED AREA INDEX OF SHEETS STATE OF CALIFORNIA PRINCIPALLYDOING BUSINESS IN THEFIELDOFAPPLIED RECOMMENDATIONS OUTI.INED IN THE PRELIMINARY SOILS REPORT TW = TOP OF v1D\LL ELEVATION AND ANY SUPPLEMENTS THERETO. SOILS ENGINEER'S CERTIFICATE 1 Ttn.E SHEET I NOTES COMBINATION FREE STANDING MASONRY SOILS MECHANICS. ALL FILL OR FUTURE FILLAREAS SHALL BE CONSTRUCTED IN 1W@EG = TOP OF Vll'\LLAT v'h\LLAND GLASS FENCE PER LS PLANS .. I -I -I .. (4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE 2 KEYMAP I DETAILS EX/STING GRADE ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND THE CITY I, TREVOR MYERS, A REGISTERED CIVIL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING 3 DEMOLITION PLAN FYSB = FRONT YARD SETBACK "EARTHWORK SPECIFICATIONS " ATTACHED TO THE PRELIMINARY SOILS (5) PERMANENT STRUCTURAL BMP INSTALLATION CERTIFICATE. BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF 4 PRECISE GRADING PLAN INSTALL DEE PEND FOOTING PER ARCH r--. ,A,, ,A,, ,A,, ,A,, ,A,, ,A,, ,A,, ;a RYSB = REAR YARD SETBACK INVESTIGATION. DAJLY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE Vll'\S MADE BY ME OR UNDER MY DIRECTION ON 5 PRECISE GRADING PLAN PLANS PROJECT INSPECTOR. (6) PERMITTED v'h\LL FINAL INSPECTION REPORT 11/27/2023. TWO COPIES OF THE SOIL REPORT COMPILED FROM THIS STUDY, WITH MY SYSB = SIDE YARD SETBACK 6 PRECISE GRADING PLAN 13. A PRECQNSTRUCVON MEETING SHALL BE HELD AT THE SITE PRIOR TO 11-fE RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. PRECISE GRADING PLAN INSTALL PCC PAVEMENT I . . I 7,401 SF 33. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) YEAR AFTER THE CITY ENGINEER'S 7 BEG.INNING. OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES ~ //(),,.,__, RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE 8 PRECISE GRADING PLAN ASPECIS OF THE WORK THE CONTRACTOR SHALL REQUEST A PRECONSTRUCT/ON REQUIRED FOR ANY SUCH RECHECK. ~?,OfESS/o~ 9 PRECISE GRADING PLAN CONSTRUCT TYPE-BID DRAJNAGE DITCH SDRSDD-75 I ~ ~ I 515LF SIGNED: IP c,.O?, E ~~~ MEETING BY CALLING THE INSPECTION LINEAT (760) 438-3891 AT LEAST FIVE(5) 10 SECTIONS AND DETAJLS VvVRKING DAYS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR WILL THEN BE 34. IN ACCORDANCE WITH THE CITY STORM Vll'\TER STANDARDS, ALL STORM DRAIN INLETS CONSTRUCTED BY TREVOR MYERS t:J,r;!<; ~ G> 11 SINGLE SHEET BMP PLAN @ 11 CJ),_:. Ch-2EA CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DATE AND TIME FOR THE THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT Vli'\STEVll'\TER DISCHARGE DOWNSTREAM. 63773 a No. RCE63n3 ffi 12 TRAILAND STORM DRAIN IMPROVEMENTS INSTALL TYPE-A CURB INLET SDRSDD-1 -&.E.IP.E. NO.: ~ !£ PRECONSTRUCTION MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO STENCILS SHALL BE ADDED TO THE SATISFACTION OF THE CITY ENGINEER. 13 STORM DRAIN PROFILES WP ~ * 14-15 STORM DETAILS INSTALL TYPE-B CURB INLET SDRSDD-2 1EA SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR DATE: ~ JV\\.~~ AT THE MEETING. EROSION CONTROL NOTES 16 RETAINING vV-\LL KEYMAP ...._,.,,:Clf'CA\:J~-[[Q] 14. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCT/ON MEETING WILL BE LICENSE EXPIRATION DATE: 09130/24 17 MITIGATION MONITORINGAND REPORTING NOTES INSTALL TYPE-B STORM DRAIN CLEANOUT SDRSDD-10' 1 EA MADE Ill'. c;&L/!iG. THE ENG/!iE/;Bl!JS, 24-HO!JB, INSPECTJQN REC,1,/,EST Ll!if AT 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JASEN TORBETT AT (619/ 247-2053, 24 HOURS A DAY 18-21 RETAINING Vll'\LL SECTIONS & DETAILS (7601438-3891. INSPECTION REQUEST MUST BE RECEIVED PRIOR TO 2.00 P.M. OWNER'S CERTIFICATE INSTALL MODIFIED TYPE-F STORM DRAIN □ ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE OWNER<'.'.'.DEVELOPER CATCH BASIN BEA THE NEXT VvVRK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES VVHEN RAJN IS EMINENT BE RETAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND NAME: SHEA HOMES LIMITED PARTNERSHIP INSTALL 12"X 12"AREADRAJNBYNDS □ 56EA 15. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR STABILITY OF THIS SITE. IF THIS PROJECT/DEVELOPMENT IS SUBJECT TO A STATE-REGULATED ADDRESS: 9990 MESA RIM ROAD, SUITE 200 □ SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING 3. FOR PROJECTS COVERED BY STATE SWPPP/WOID, IN ACCORDANCE WITH THE CONSTRUCTION ORDER ISSUED SWQMP, I (WE) ALSO AGREE A QLIAL/FIED SVIQMP PRACTITIONER QSP HAS BEEN OR WILL BE SAND/EGO, CA92121 INSTALL 36" X 36" BROOKS BOX 2EA SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, BY THE CALIFORNIA REGIONAL v1D\TER QLIALITY CONTROL BOARD, THE QUALIFIED SWPPP PRACTITIONER (QSP) RETAJNED TO SUPERVISE IMPLENTATION OF THE SWPPP IN ACCORDANCE WITH THE CALIFORNIA PHONE NO.: (858/ 526-6532 STATE AND FEDERAL SAFETY AND HEAL TH STANDARDS, LAWS AND REGULATIONS. SHALL UPDATE AND MAINTAIN THE Vll'\TER POLLUTION CONTROL PLAN (WPCP) TO ADDRESS UPDATED SITE CONSTRUCT/ON ORDER AND MUNICIPAL PERMIT, LATEST VERSION. INSTALL 6" STORM DRAIN CLEANOUT 0 13EA CONDITIONS OF THE PROJECI THE UPDATED WPC PLAN AND UPDATED SWPPP SHALL BE KEPT AT THE PROJECT @ 16. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING SITE AND MADE AVAILABLE TO THE CITY INSPECTOR. ADDITIONAL CONSTRUCTION BMP'S BEYOND THE ORIGINAL INSTALL 24"X24" STORM DRAJN CLEANOUT 2EA A DETAJL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING APPROVED SWPPP SHALL BE PROVIDED TO ADDRESS SITE CONDITIONS NOT ANTICIPATED. THE QSP SHALL JORDAN SELVA FOR: SHEA HOMES LIMITED PARTNERSHIP THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE REPORT BMP DEFICIENCIES TO THE CITY INSPECTOR. THE QSP SHALL OBTAIN APPROVAL FROM THE QUALIFIED ,., " ,,$~.:;--LEGAL DESCRIPTION CONSTRUCT U-TYPE HEADv'h\LL SDRSDD-34 ~ 2EA OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE SWPPP DEVELOPER AND THE CITY INSPECTOR REGAR.DING ANY SIGNIFICANT CHANGES TO BMP DEPLOYMENT ,/ ·<$, ,:;_ ... ••·-·· EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION // • LOTS 1 THROUGH 7, INCLUSIVE, OF CITY OF CARLSBAD TRACT NO. CT 02-06, IN THE CITY INSTALL 4" PVC STORM DRAIN --SD SD --465LF THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (51 OR 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SIGNATURE DATE OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP MORE IN DEPTHANDAPPROVED BY THE CITY ENGINEER AND/OR CONCERNED SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. THEREOF NO. 16265, IN THE OFFICE OF THE COUNTY RECORDER OF SAJD COUNTY, APRIL AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM INSTALL 6" PVC STORM DRAIN 2,225LF STANDARDS ESTABLISHED BY THE CONSTRUCT/ON SAFETY ORDERS TITI.E 8 JOHN VANCE FOR: SHEA HOMES LIMITED PARTNERSHIP 27, 2018. CALIFORNIA ADMINISTRATIVE CODE THE PLAN SHALL BE PREPARED BY A 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE ,41.7L INSTALL 18" RCP STORM DRAIN 430LF REGISTERED ENGINEER AT THE Q.ONTRAQ.TQRS EXPENSE A Q.OPY OF THE OSHA CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO ARISE. BENCH MARK EXISTING FENCE X X EXCAVATION. SIGNATURE DATE 17. NO BLASTING SHALL BE PERFORMED UNTILA VALID BLASTING PERMIT HAS BEEN 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC DESCRIPTION: 2-/N(,,H IRON PIPEAND DISK IN Q.ONQ.RETE Q.OLLAR EXISTING v'h\TER MAIN (SIZE PER PLAN) w w OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING TRESPASS ONTO AREAS WHERE IMPOUNDED Vll'\TERS CREATE A HAZARDOUS CONDITION. LOCATION: 1~' SOU1Hf;BJ.)'.OF 11-!E fil)JJ.THfdST r;J,RNER OF C.lrt: OF ld!RLS!i.11D OFEICES PERMIT VIIELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. ABANDONMENT NOTES PARKING LOT AT 1635 FARADAY AVENUE. POINT IS KNOWN AS CLSB-060 PER EXISTING SEWER MAIN (SIZE PER PLAN) s s 18. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED SWPPP AND/OR EROSION CONTROL PARTIALLY COMPLETED PROJECTS SEEKING TO INDEFINITELY STOP WORK AND CLOSE THE GRADING PERMIT MUST ROS 17271. DURING CONSTRUCT/ON, OPERATIONS WILL CEASE IMMEDIATELY, AND THE PLAN SHALL BE INCORPORATED HEREON. IMPLEMENT APPROPRIATE ACCESS RESTRICTION AND EROSION AND SEDIMENT CONTROL MEASURES TO THE EXISTING GAS MAIN (SIZE PER PLAN) G G PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART SATISFACTION OF THE CITY, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN Av1D\Y FROM THE FACE OF SLOPE AT THE FEBRUARY 2002 r x x x x x x x x x x x x x 1 6150SF UNTIL THE PERMITTEE HAS RECEIVED VVRITTEN AUTHORITY FROM THE CITY 1) PERMANENTLY STABILIZE ALL SLOPES {>5%)-70% COVER WITH !NELL-ESTABLISHED, SUSTAJNABLE, RECORDED: CONSTRUCT BIOFILTRATION BASIN :X XX K XX XX XX XX XX: ENGINEER TO DO SO. CONCLUSION OF EACH WORKING DAY NON-WEED VEGETATION (SEE CITY LANDSCAPE MANLIAL FOR GUIDELINES) IS CONSIDERED ELEVATION: 244.68' DATUM: NGVD29 ~¥}, 19. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING ADEQUATE. INSTALL RIP RAP SDRSDD-40 7EA VIV\RMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY 2) PERMANENTI.Y STABILIZE FLAT AREAS (55%)-70% COVER WITH VIIELL-ESTABLISHED, SUSTAINABLE, EARTHMOVING EQUIPMENT, CONSTRUCT/ON EQUIPMENT AND ANY OTHER ASSOCIATED WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FIFTY PERCENT (50%). SILT AND OTHER DEBRIS NON-WEED VEGETATION (SEE CITY LANDSCAPE MANLIAL FOR GUIDELINES) OR 2 INCHES (MINIMUM) OF MITIGATION MONITORING AND REPORTING NOTES GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND SHALL BE REMOVED AFTER EACH RAJNFALL. PERMEABLE COVER (E.G., GRAVEL) IS CONSIDERED ADEQUATE. ABBREVIATION: 6:00 P.M. EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING 3) RESTRICT ACCESS TO SITE -COORDINATE WITH CITY STAFF TO DETERMINE APPROPRIATE FENCING TYPE. SEE SHEET 17. SDRSD -SAN DIEGO REGIONAL STANDARD "AS BUILT" OPERATIONS SHALL BE CONDUCTED ON INEEKENDS OR HOLIDAYS. (A LIST OF CITY 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 314 INCH MINIMUMAGGREGRATE. 4) S/GNAGEALONG FRONTAGE ROAD(S) POSTING THAT DUMPING, LITTERING, AND TRESPASS/NG ARE DRAWING HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) PROHIBITED. 'NOTE: 'AS MODIFIED BY CITY OF CARLSBAD 20. ALL OFF.SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE 11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAJL TD PROVIDE EFFECTIVE COVERAGE OF GRADED 5) TRESPASS ENFORCEMENT AUTHORIZATION LETTER MUST BE SENT FROM THE OWNER TO THE CITY OF STANDARDS CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW CARLSBAD POLICE DEPARTMENT WORK INSTALLED IN ACCORDANCE WITH SECTION 35. 023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE 6) NOTARIZE AND RECORD AGAINST THE PROPERTY AN AGREEMENT STATING THAT OWNER IS RESPONSIBLE PASCO LARET SUITER OEPARTMENTOF CONSERVATION, STATE OF CALIFORNIA. RCE EXP. DATE 21. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND v1D\STE MATERIAL SHALL BE FOR MAINTAINING FENCING AND S/GNAGE,ADHERING TO THE FIRE PREVENTION ORDINATION, KEEPING THE DEPOSITED AT, ASITEAPPROVEDBY THE CITY ENGINEER. THE CONTRACTOR SITE FREE FROM LITTER ACCUMULATION AND VEGETATION GROWTH, AND REMOVING ANY ILLEGALLY I ~~~{)ltL/il.'ii"IE~ SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL REVIEWED BY: DECLARATION OF RESPONSIBLE CHARGE (SHEETS 1-17) DUMPED MATERIALS AT THE SITE UNTIL THE PROPERTY IS DEVELOPED IN THE FUTURE. San Diego I Encinitas I Orange County ROUTES OR ADJACENT STREETS ASA RESULT OF THE GRADING OPERATION. 22. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED POST-CONSTRUCTION BMP TABLE Phone 858.259.82121 www.plsaengineering.com TO BE REMOVED UNLESS SPECIFICALLY NOTED ON THE PLAN. RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND INSPECTOR DATE 23. ALL AREAS SHALL BE GRADED TO DRAJN. GRADING RESULTING IN THE PONDING OF PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. STORM WA T[R R[QUIR[M[NTS THAT APPLY: [X[MPT FROM [X[MPT FROM I SH~ET I CITY OF CARLSBAD ~ v'h\TER IS NOTPERMITTED.ALLEARTHENSv'h\LESANDDITCHES SHALL HAVE A TRASH CAPTUR[? HYDROMODIFICA TION? MINIMUM ONE PERCENT SLOPE I UNDERSTAND THATTHECHECKOFPROJECTDRAWINGSAND SPECIFICATIONS BY THE CITY OF CARLSBAD ~ STANDARD STORMWA TER REQUIREMENTS ~ YES ~ YES ENGINEERING DEPARTMENT 1 24. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SWPPP AND/OR SET OF DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. PRIORITY PRQJ[CT R[QUIREM[NTS NO NO EROSION CONTROL PLANS. EROSION CONTROL SHALL BEAS SHOWN AND AS APPROVED . -GRADING PLANS FOR: PUD 15-15 / BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. ~ ::..--,----MAINTENANCE OCEAN VIEW POINT CDP 15-53 BY: / ",l.Of ESS Io~ TYPE DESCRIPTION OWNERSHIP MAINTENANCE SHEET NO. HDP 15-03 25. ALL SLOPES SHALL BE TRIMMED TOA FINISH GRADE TO PRODUCE A UNIFORM DATE: 03/12/2024 AGREEMENT FREQUENCY HMP 15-05 SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND BRYAN KNAPP, PE 0 ~ ~~DR [lji,t '( '<' 1c «:: ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED /:? ff-"fo 1, TC-32 B/OFILTRAT/ON BASIN PRIVATE YES 2, 4-11 ANNLIALLY GR 2021-0043 TlTI~ ----.- AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. R.C.E. NO.: 86542 c,,Q; .-<J-AS-NEEDED -z 0 No. 86542 rT1 APPROVED: JASON S. GELDERT 26.ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED REGISTRATION EXPIRATION DATE: 3-31-2025 w ro ANNUALLY o< Exp. 03/31/25 "" TC-32 B/OFILTRAT/ON BASIN PRIVATE YES 2, 4-11 WITHIN TEN /10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS-NEEDED * * ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 DAlE AS SHOWN ON THE APPROVED GRADING PLANS. FIRM: PASCO, LARET, SUITE!:!, AND ASSOC/A TES, INC. 27. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED ADDRESS: 1911 SAN DIEGO AVE, SUITE 100 J''4 J; CI V I\. rj;~ 'f-DWN BY: RAK I PROJECT NO. I DRAWING NO. BY THE CITY OF CARLSBAD LANDSCAPE MANL/AL, THE LANDSCAPING PLANS FOR t OF C/11. I~ DAlE INlllAL DAlE INlllAL DAlE INITIAL CHKD BY: THIS PROJECT, DRAWING , AND/OR AS DIRECTED CITY STATE: SAN DIEGO, CA 92110 ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL QTY APPROVAL RVWD BY: CT 15-07 534 -6A BY THE CITY ENGINEER OR PLANNING DIRECTOR. TELEPHONE: (858/ 259-8212 H\CTIVE JOBSl3657 RINCON OCEAN VIEWPOINTICMLIDRAWINGIGRADING PLANSl3657-CV.GRAD-01-TITLE.Dll\l, PLSA 3657-01 Docusign Envelope ID: 5DD75B7F-38DE-4CFE-BA4E-F36FCA5377F8 7/17/2024 XXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X SH E E T 4 SH E E T 4 SH E E T 5 SHEET 5 SH E E T 6 SH E E T 6 SHEET6 SHEET 6 S H E E T 7 SH E E T 7 SH E E T 8 SHEET 9 SH E E T 9 SH E E T 9 TW A I N A V E LOT 10 MAP 14340 APN: 208-181-18 LOT 9 MAP 14340 APN: 208-181-17 LOT 11MAP 14340 APN:208-181-19 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 SHEET 8 SHEET 9 SHEET 4 SHEET 8 SHEET 7 SHEET 7 SHEET 5 SHEET 4 SH E E T 8 SH E E T 5 DEEP ROOTED, DENSE, DROUGHT TOLERANT PLANTING SUITABLE FORWELL DRAINED SOIL PROPOSED 36" X 36" BROOKS BOX WITH GRATED INLET; TOP OF GRATE PER PLAN PROPOSED STORMTECH STORAGE LAYER (DEPTH PER TABLE THIS SHEET) 3" LAYER OF 3/8"WASHED PEAGRAVEL PER PLAN BOTTOM OF BMP(ELEV. PER TABLE THIS SHEET) 3" LAYER WELLSHREDDEDHARDWOOD MULCH (MIRAFI 30-MIL THICK 140N OR APPROVED EQUAL) IMPERVIOUS LINER ALONG SIDES AND BOTTOMCOVERING ENTIRE BMP RCP EMERGENCY OVERFLOW OUTLET DRAIN PIPE (SIZE PER TABLE THIS SHEET) HMP-SIZED LOW-FLOW ORIFICE, DRILLED INTO ORIFICE PLATE (SIZE PER TABLE THIS SHEET) ORIFICE PLATE PER DETAIL THIS SHEET, DRILLED TO INSIDE OF BOX 18" ENGINEERED SOIL LAYER; *SEE NOTE BELOW RETAINING WALL PER STRUCTURAL PLANS; SEE SHEET 21, DETAIL 18 PROPOSED RETAINING WALL PER STRUCTURAL PLANS; SEE SHEET 21, DETAIL 20 (MIRAFI 30-MIL THICK 140N OR APPROVED EQUAL) IMPERVIOUS LINER ALONGSIDES AND BOTTOMCOVERING ENTIRE BMP TW PER PLANS TW PER PLANS 2:1 5" MIN FG = 303.0 X X XPROPOSED FENCE PERLANDSCAPE PLANS PROPOSED FENCE PER LANDSCAPE PLANS FREEBOARD AND CONVEYANCE ABOVE RISER (PER TABLE THIS SHEET) PONDING DEPTH(PER TABLE THISSHEET) STORAGE DEPTH PER TABLE THIS SHEET PER PLAN Q100 ELEV. (PER TABLE THIS SHEET) TOP OF SIDE WALL.HEIGHT VARIES, SEEPLANS X X X 4.5' 5.0' 0.5' 10.0' 17.0' 17.0' 12.0' 5.5' 56.0' PRIVATE STREET LOT 10.0' MIN. 3 . 5 ' TY P . 7 . 0 ' MI N . 2:1 MA X 2:1 M A X 2:1 M A X 6" PCC CURB NON-CONTIGUOUS PCCSIDEWALK TYPICAL WATER METER LOCATION; SERVICE TO BACKFLOW TO BE ENCASED IN SCH. 80 PVC SLEEVE 6" PCC CURB & GUTTER PUBLIC 8" PVC WATER MAIN PRIVATE 8" PVC SEWER MAIN PER CBR 2023-2844 *4" AC OVER 6" CLASS II AB MIN. 2.0%2.0%2.0%2.0% PL PL CL 49.5' WATER EASEMENT TYPICAL DRY UTILITY JOINT TRENCH INFLOW PIPE (PER PLAN) LOW-FLOW ORIFICE(SIZE PER PLAN) ORIFICE PLATE: MIN SQUARE DIMENSIONS 1.0 FT GREATER THAN PIPE DIA. HOT DIP GALVANIZED PLATE AFTER HOLES HAVE BEEN DRILLED MIN. 6" (TYP.) NOTE: ORIFICE AND FLANGE CONNECTION TO CONCRETESHALL BE FILLED WITH 30DUROMETER NEOPRENE RING 12" M A X 3/8" DIA. HOLE (TYP.) 3" TY P . PROJECT SITE PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPOSEDLOTS PROPOSED LOTS *BIOFILTRATION "ENGINEERED SOIL" LAYER SHALL BE EVENLY MIXED COMPOSITION OF WASHED SAND, SANDY LOAM TOPSOIL, AND HUMIC COMPOST. THE MIX SHALL CONTAIN 65% SAND, 20% TOPSOIL, AND 15% COMPOST OR HARDWOOD MULCH IN ACCORDANCE WITH COUNTY OF SAN DIEGO LID BIOSWALE MEDIA BIO65 CUT SHEET; AS WELL AS SECTION F3 OF THE CITY OF CARLSBAD BMP MANUAL REVIEWED BY: DATEINSPECTOR DATE "AS BUILT" CITY OF CARLSBAD RVWD BY:OTHER APPROVAL INITIALDATE SHEET SHEETS APPROVED: DWN BY: CHKD BY: PROJECT NO. DRAWING NO.DATE INITIAL ENGINEER OF WORK DATE INITIAL CITY APPROVALREVISION DESCRIPTION ENGINEERING DEPARTMENT RCE EXP. GRADING PLANS FOR: BAK PA S C O , L A R E T , S U I T E R & A S S O C I A T E S 53 5 N . H W Y 1 0 1 , S U I T E A , S O L A N A B E A C H , C A 9 2 0 7 5 PH : ( 8 5 8 ) 2 5 9 - 8 2 1 2 F A X : ( 8 5 8 ) 2 5 9 - 4 8 1 2 JASON S. GELDERT B R YAN R KN APP AINROFILACFOETATS REGISTE R ED P R O F ESSIONAL ENG I NEER No. 86542 Exp. 03/31/25 LIVIC A D EWN 63912 9/30/24ENGINEERING MANAGER RCE EXPIRES DATE OCEAN VIEW POINT GR 2021-0043 PUD 15-15 CDP 15-53 HDP 15-03 HMP 15-05 CT 15-07 534 - 6A 0 40 80 120PLAN VIEW - SHEET KEY MAP SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 40' TYPICAL SECTION - BIOFILTRATION BASIN NOT TO SCALE TYPICAL SECTION - VERNE VIEW (PRIVATE ROAD) PER DWG. 534-6 NOT TO SCALE ADDITIONAL / SITE NOTES 1. ALL UTILITIES SHOWN HEREON PER BEST AVAILABLE RECORD INFORMATION. CONTRACTOR SHALLVERIFY EXACT HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. CONTRACTOR SHALLNOTIFY ENGINEER OF RECORD OF DISCREPANCIES UPON DISCOVERY. 2. ALL EXISTING ONSITE STRUCTURES AND WALLS WITHIN THE PROPOSED DISTURBED AREA TO BE DEMOLISHED UNLESS OTHERWISE NOTED. 3. ALL EXISTING ONSITE TREES WITHIN THE PROPOSED DISTURBED AREA TO BE REMOVED UNLESS OTHERWISE NOTED. 4. SEWER, WATER, AND IMPROVEMENTS IN PUBLIC RIGHT-OF-WAY WITHIN TWAIN AVENUE SHOWN HEREON FOR REFERENCE ONLY; REFER TO SEPARATE IMPROVEMENT PLANS (DWG 534-6) & BUILDINGPLANS FOR CONSTRUCTION (TYP.) 5. NO GRADING SHALL OCCUR OUTSIDE THE LIMITS OF THE APPROVED GRADING PLAN UNLESS PRIORWRITTEN AUTHORIZATION IS OBTAINED FROM THE CITY AND THE OWNERS OF THE OTHER AFFECTED PROPERTIES. 6. HARDSCAPE SHALL DRAIN AWAY FROM PROPOSED STRUCTURES AT A MINIMUM OF 2.0% FOR 10 FEET, AND LANDSCAPE FOR A MINIMUM OF 5.0% IN ACCORDANCE WITH THE 2016 CALIFORNIA BUILDING CODE SECTION 1804.4. ANY DEVIATION SHALL REQUIRE RECOMMENDATION FROM PROJECT GEOTECHNICAL ENGINEER. TYPICAL DETAIL - FLOW CONTROL ORIFICE PLATE NOT TO SCALE PLAN VIEW - OVERALL KEY MAP NOT TO SCALE PLSA 3657-01 2 21 J:\ACTIVE JOBS\3657 RINCON OCEAN VIEW POINT\CIVIL\DRAWING\GRADING PLANS\3657-CV-GRAD-02-NOTES-KEYMAP.DWG BMP TABLE PONDING SOIL STORAGE TYPE STORAGE DEPTH BMP 1 18" 24" 66" 1.2"LOW-FLOW STORMTECHMC-3500 CHAMBER SYSTEM BMP 2 17" 24" 81" 0.85" STORMTECHMC-7200 CHAMBER SYSTEM 295.5 ELBOTTOM OF BMP 294.25 ELELEVATION KEY MAP/DETAILS FOR: 18" RCPEMERGENCY 18" RCPOVERFLOW OUTLET FREEBOARD 6"7" STORAGE TYPE *PAVEMENT NOTE: STRUCTURAL SECTION TO BE CONFIRMED IN FIELD BY GEOTECHNICAL ENGINEER BASED ONOBSERVED R-VAULES / TESTING 304.1Q100 WATER 299.41SURFACE ELEV. NF I I ! I ----.. ------, ' -- I I I I I I I '- =~ - '- -- ! I I 111111111 --- -.....__ -.....__ --- I I --7 \ \ A \ \ --\: --~ I \ I \ \ I \ ----\ -- ' -' \ \ \ 0 "" I \ \ I \ ) ,t I ' _ __/ -- I • • \ \ - - ! \ \ ......___ ......___ -'I \ \ \ -.... ......_,_ ) -I " \ "'- I I \ ' \ \ - I I ~ \ \ \ I I I J I I ~ l * ' r f . . . . .. I I I I • <7 • • I 11 • · • ,,. . I I I IIJ JJ -0 -~ ~ ~ I PASCO LARET SUITER I fe\~~ij/C!#\l!E~ San Diego I Encinitas I Orange County Phone 858.259.82121 www.plsaengineering.com CII ID -II II Docusign Envelope ID: 5DD75B7F-38DE-4CFE-BA4E-F36FCA5377F8 7/17/2024 SHEDS SCATTERED BRUSH SCATTERED BRUSH BRUSH BRUSH BRUSH TREES TREE TREES TREE SCATTERED BRUSH DIRT DIRT DIRT DIRT BRUSH BRUSH AND TREES DENSE BRUSH AND TREES SCATTERED BRUSH BRUSH SCATTERED BRUSH SCATTERED BRUSH TREES TREES BRUSH GROUND OBSCURED BY DENSE TREES BRUSH FIREBR E A K AND TREES DENSE BRUSH DENSE BRUSH AND TREES AND TREES DENSE BRUSH BRUSH FIREBREAK S C A T T E R E D B R U S H DENSE BRUSH AND TREES SCATTERED BRUSH DIRT GROUND OBSCURED BY DENSE TREES SC A T T E R E D B R U S H AND TREES DENSE BRUSH AND TREES DENSE BRUSH SCATTERED BRUSH SCATTERED BRUSH SCATTERED BRUSH SCATTERED BRUSHS S WW TRASHCAN ASPHALT CONC CONC CONC 6FT CONCRETE BLOCK WALL 325325 325 32 5 325 3 2 0 32 0 32 0 320 32 0 320 320 320 320 320 320 32 0 31 5 31 5 315 315 31 5 315 315 315 315 31 5 315 315 315 3 1 5 315 310 310 310 310 310 31 0 31 0 310 310 310 310 31 0 31 0 31 0 310 31 0 31 0 305 30 5 30 5 30 5 3 0 5 30 5 30 5 305 305 305 305 305 30 5 305 305 30 5 305 30 0 300 30 0 300 30 0 30 0 30 0 30 0 300 30 0 300 300 300 30 0 300 30 0 300 30 0 300 300 29 5 295 29 5 29 5 295 29 5 29 5 29 5 29 5 29 5 295 29 5 295 295 295 295 295 295 295 29 5 295 295 295 290 29 0 290 290 290 290 29 0 290 29 0 290 290 2 9 0 29 0 290 290 290 29 0 29 0 290 29 0 29 0 29 0 29 0 2 9 0 290 29 0 285 285 285 285 28 5 285 285 28 5 28 5 28 5 28 5 285 285 285 28 5 285 285 285 285 28 5 2 8 5 28 5 285 2 8 5 285 28 5 28 5 285 280 280 28 0 28 0 2 8 0 2 8 0 28 0 28 0 2 8 0 28 0 28 0 280 28 0 28 0 280 28 0 28 0 280 280 28 0 280 28 0 28 0 28 0 280 280 280 280 280 28 0 280 2 8 0 275 275 275 275 2 7 5 275 27 5 27 5 27 5 27 5 27 5 275 275 275 27 5 275 275 275 275 27 5 27 5 275 27 5 27 5 275 275 275 27 5 275 275 27 5 275 27 5 27 0 270 27 0 270 27 0 27 0 27 0 27 0 27 0 270 270 270 270 270 27 0 27 0 270 270 270 270 270 270 270 27 0 270 270 27 0 27 0 270 270 270 270 270 270 265 2 6 5 26 5 265 265 26 5 265 26 5 26 5 26 5 265 26 5 265 265 26 5 265 265 265 265 265 265 26 5 265 265 26 5 26 5 265 265 26 5 26 5 265 265 260 260 26 0 26 0 26 0 260 26 0 260 260 260 26 0 260 260 26 0 26 0 260 26 0 26 0 260 26 0 26 0 260 260 26 0 26 0 26 0 260 26 0 26 0 260 260 25 5 255 25 5 25 5 25 5 255 25 5 255 255 25 5 255 255 255 255 25 5 25 5 25 5 25 5 255 255 25 5 25 5 255 25 5 25 5 25 5 255 255 25 5 255 255 250 25 0 250 250 250 250 25 0 25 0 25 0 250 25 0 250 25 0 250 250 250 250 250 250 250 250 25 0 250 250 25 0 250 25 0 250 250 245 245 24 5 245 24 5 24 5 24 5 245 245 24 5 245 24 5 24 5 245 245 245 245 245 245 245 24 5 245 2 4 5 245 245 24 5 245 245 245 245 245 24 0 240 24 0 240 24 0 240 24 0 2 4 0 240 240 24 0 240 240 24 0 240 240 240 240 24 0 240 24 0 240 240 24 0 24 0 240 240 240 240 235 235 23 5 23 5 235235 235 235 23 5 23 5 235 235 23 5 235 23 5 23 5 235 235 23 5 235 235 23 5 235 235 2 3 5 23 5 23 5 235 235 230 230 23 0 230 230 230 23 0 23 0 23 0 23 0 230 23 0 23 0 230 230 230 230 230 230 230 230 23 0 230 230 23 0 230 23 0 225 225 22 5 225 2 2 5 225225 225 225 22 5 22 5 22 5 225 225 225 22 5 225 225 2 2 5 225 225 22 5 225 225 225 225 220 220 220 220 220 22 0 22 0 22 0 220 220 220 220 22 0 220 220 220 220 22 0 22 0 2 2 0 220 220 22 0 220 220 22 0 220 215 215 21 5 215 21 5 215 215 21 5 215 215 21 5 215 215 215 215 21 5 215 2 1 5 215 21 5 21 5 215 215 215 215 210 210 210 21 0 21 0 210 2 1 0 210 210 21 0 2 1 0 210 210 210 210 210 21 0 21 0 210 210 21 0 210 205 205 205 205 20 5 205 20 5 20 5 205 205 20 5 205 205 205 205 205 2 0 5 20 5 205 205 20 5 20 5 200 200 200 200 200 20 0 20 0 20 0 200 20 0 200 200 200 200 200 20 0 20 0 200 2 0 0 20 0 195 195 195 195 19 5 195 19 5 19 5 1 9 5 195 19 5 19 5 195 19 5 19 5 195 195 195 190 19 0 19 0 19 0 19 0 190 190 190 190 19 0 190 190 19 0 19 0 190 190 185 18 5 18 5 18 5 185 185 185 18 5 185 18 5 185 185 18 5 18 5 185 180 18 0 18 0 180 180 180 18 0 18 0 18 0 18 0 18 0 175 17 5 17 5 17 5 17 5 175 17 5 175 175 17 5 175 1 7 5 17 0 17 0 17 0 170 170 170 17 0 170 170 17 0 17 0 16 5 16 5 165 1 6 5 165 16 5 16 5 165 16 5 16 0 16 0 16 0 1 6 0 16 0 16 0 16 0 155 1 5 5 15 5 15 5 325 324 323 322 327.4322.1 322.1 321.9 327.9 328.1 328.7 327.8 TW=334.00 TW=334.66 TW=334.68 TW=334.62 TW=333.96 TW=333.95 1 111 1 1 3 2 2 4 4 1 2 4 5 N 86°51'23" W 1200.09' N 1 0 ° 2 4 ' 5 4 " W 7 6 1 . 4 6 ' N 86°50'43" W 1378.88' N 0 3 ° 0 9 ' 5 5 " E 7 3 9 . 9 7 ' 5 5 5 5 56 6 MAP 14340 TRACT 97-16A MAP 12815 CT 85-24 MAP 15902 CT 09-03 ROS 5431 ROS 7938 ROS 5431 MAP 15902 CT 09-03 2 LIMIT OF GRADING / LAND DISTURBANCE LIMIT OF GRADING / LAND DISTURBANCE EXISTING NATURALLY FORMED CHANNEL TO REMAIN EXISTING NATURALLYFORMED CHANNEL TOREMAIN EXISTING NATURALLYFORMED CHANNEL TOREMAIN PORTION EXISTING DIRT PATH TO REMAIN PORTION EXISTING DIRTPATH TO REMAIN PORTION EXISTING DIRT PATH TO REMAIN PORTION EXISTING DIRTPATH TO REMAIN PORTION EXISTING DIRT PATH TO REMAIN EXISTING HILLSIDE TO BE PROTECTED IN PLACE EXISTING HILLSIDE TO BE PROTECTED IN PLACE EXISTING HILLSIDE TO BE PROTECTED IN PLACE EXISTING NATURALLYFORMED CHANNEL TOREMAIN TW A I N A V E DEMOLITION IN TWAIN AVE: SHOWN ON DWG. 534-6 12' 7 7 REVIEWED BY: DATEINSPECTOR DATE "AS BUILT" CITY OF CARLSBAD RVWD BY:OTHER APPROVAL INITIALDATE SHEET SHEETS APPROVED: DWN BY: CHKD BY: PROJECT NO. DRAWING NO.DATE INITIAL ENGINEER OF WORK DATE INITIAL CITY APPROVALREVISION DESCRIPTION ENGINEERING DEPARTMENT RCE EXP. GRADING PLANS FOR: BAK PA S C O , L A R E T , S U I T E R & A S S O C I A T E S 53 5 N . H W Y 1 0 1 , S U I T E A , S O L A N A B E A C H , C A 9 2 0 7 5 PH : ( 8 5 8 ) 2 5 9 - 8 2 1 2 F A X : ( 8 5 8 ) 2 5 9 - 4 8 1 2 JASON S. GELDERT B R YAN R KN APP AINROFILACFOETATS REGISTE R ED P R O F ESSIONAL ENG I NEER No. 86542 Exp. 03/31/25 LIVIC A D EWN 63912 9/30/24ENGINEERING MANAGER RCE EXPIRES DATE OCEAN VIEW POINT GR 2021-0043 PUD 15-15 CDP 15-53 HDP 15-03 HMP 15-05 CT 15-07 534 - 6A PLAN VIEW - DEMOLITION PLAN SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 50' 0 50 100 150 DEMOLITION NOTES 1 EXISTING ONSITE TEMPORARY STRUCTURE / SHED TO BE REMOVED EXISTING STRUCTURE TO BE PROTECTED IN PLACE EXISTNG BLOCK WALL TO BE PROTECTED IN PLACE EXISTING BRUSH, TREES, OR GROUNDCOVER TO BE REMOVED EXISTING SURVEY MONUMENT SHALL BE PROTECTED IN PLACE. MONUMENT SHALL BE REPLACED BY A LICENSED LANDSURVEYOR WHO SHALL FILE A CORNER RECORD WITH THECOUNTY IF DISTURBED OR DESTROYED EXISTING SURVEY MONUMENT SHALL BE REMOVED AND REPLACED. MONUMENT SHALL BE REPLACED BY A LICENSED LAND SURVEYOR WHO SHALL FILE A CORNER RECORD WITH THE COUNTY. EXISTING DIRT TRAIL 2 3 4 5 LEGEND PROPERTY LINE RIGHT-OF-WAY ADJACENT LOT LINE CENTER LINE EXISTING CONTOUR EXISTING RETAINING WALL EXISTING WATER MAIN W W W PLSA 3657-01 3 21 J:\ACTIVE JOBS\3657 RINCON OCEAN VIEW POINT\CIVIL\DRAWING\GRADING PLANS\3657-CV-GRAD-03-DEMO.DWG DEMOLITION PLAN 6 EXISTING EASEMENT NOTE AN EXISTING EASEMENT AND IRREVOCABLE OFFER OF DEDICATION FOR TRAIL PURPOSES ONSITEAS SHOWN ON MAP 16265 PER FILE NO. 2018-7000174, RECORDED APRIL 27, 2018.1 7 NF ------0 0 0 0 0 0 0 0 PASCO LARET SUITER I fe\~~ij/C!#\l!E~ San Diego I Encinitas I Orange County Phone 858.259.82121 www.plsaengineering.com ------t-------+-------+-------1 =□:::::=...=I =========================-=I□= -II II Docusign Envelope ID: 5DD75B7F-38DE-4CFE-BA4E-F36FCA5377F8 7/17/2024 NF .0 'T n, BMP#1 ' FG =303. I 1 I AREA = 2,50 , ,,. ... ,. I • • ., I • CONSTRUCT/ON NOTES (]) EXISTING SURVEY MONUMENT SHALL BE PROTECTED IN PLACE. MONUMENT SHALL BE REPLACED BY A LICENSED LAND SURVEYOR WHO SHALL FILE A CORNER RECORD WITH THE COUNTY IF DISTURBED OR DESTROYED @ CONSTRUCT PCC DRIVEWAY APRON PER DWG. 534-6 Q) INSTALL 12" AREA DRAIN BY NDS OR APPROVED EQUAL Ci) INSTALL TYPE-B CURB INLET PER SDRSD D-2 @ INSTALL TYPE-ACURBINLETPERSDRSDD-1 @ INSTALL TYPE-A STORM DRAIN CLEANOUT PER SDRSD D-9 (j) INSTALL 24" X 24" STORM DRAIN CLEANOUT @ INSTALL 6" STORM DRAIN CLEANOUT PER NOS OR EQUAL @ INSTALL MODIFIED TYPE-F CATCH BASIN PER SDRSD D-07; WIDTH EQUALS 3' @) INSTALL 18" RCP STORM DRAIN PIPE, SEE PLAN & PROFILE SHEET13 @ 18" RCP STORM DRAIN PIPE TO DISCHARGE THROUGH RETAINING WALL PER DETAIL STRUCTURAL PLANS @ INSTALL 4X4' RIP RAP ENERGY DISS/PATER PER SDRSD D-40; ROCK CLASS = 1 TON T =4.4 FT @) INSTALL 4X4' RIP RAP ENERGY DISS/PATER PER SDRSD D-40; ROCK CLASS = 2 TON T =5.4 FT @ INSTALL 36" X 36" BROOKS BOX @ CONSTRUCT U-TYPE HEADWALL PER SDRSD D-34 @ CONSTRUCT SPECIAL DESIGN MASONRY RETAINING WALL PER STRUCTURAL PLANS, SEE SHEETS 18-21; WALL TO BE SPLIT FACED WITH PRECAST CAP, SEE SE PARA TE LANDSCAPE PLAN FOR COLOR AND FINISH. @ AC CONDENSER PAD PER ARCHITECTURAL PLANS @ CONNECT WALL SUBDRAIN PER DETAIL SHEET 16 TO STORM DRAIN INFRASTRUCTURE @ INSTALL TYPE-B BROW DITCH PER SDRSD D-75 @) INSTALL TYPE-D TERRACE DITCH PER SDRSD D-75 @ INSTALL 2X3" PVC SIDEWALK UNDER DRAIN PER DWG. 534-6 @ INSTALL MODIFIED TYPE-A CURB OUTLET PER SDRSD D-25A 1.5FT-WIDE CHANNEL PER DWG. 534-6 J:\ACTJVE JOBSl3657 RINCON OCEAN VIEW PO/NTCJV/LIDRAWING\GRAD/NG PLANSl3657-CV-GRAD-04-GRAD/NG.DWG @ INSTALL TYPE-A CURB OUTLET PER SDRSD D-25A PER DWG. 534-6 @ CONSTRUCT 4' THICK PCC SIDEWALK PER DWG. 534-6 @ INSTALL DEEPENED FOOTING (1.0' DEEP) PER ARCH PLANS @ INSTALL 12" X 12" BROOKS BOX @ INSTALL 4X4' RIP RAP ENERGY DISSIPATER PER SDRSD D-40; ROCK CLASS = NO. 2 BACKING TON T =1.1 FT @ INSTALL 4X4' RIP RAP ENERGY DISSIPATER PER SDRSD D-40; ROCK CLASS= 1/4 TON T=2.7 FT @ INSTALL 4X4' RIP RAP ENERGY DISSIPATER PER SDRSD D-40; ROCK CLASS= 112 TON T=3.5 FT @) INSTALL DEEPENED FOOTING (2.0' DEEP) PER ARCH PLANS RETAINING WALL NOTE: RETAINING WALLS WITHIN FRONT YARD SETBACK (FYSB) SHALL NOT EXCEED 42-/NCHES IN EXPOSED WALL HEIGHT (Hexp PER THIS SHEET); REFER TO TYPICAL DETAIL· RETAINING WALL SHEET 16 FOR TYPICAL WALL CALLOUT DETAILS PLAN VIEW -GRADING PLAN (LOTS 1-2) GRAPHIC SCALE 1" = 10' "AS BUil T" SCALE: 1" = 10' HORIZONTAL 10 0 10 20 30 EASEMENT I DEDICATION NOTES DJ IND/CA TES EASEMENT FOR WATER PURPOSES TO THE CARLSBAD MUNICIPAL WATER DISTRICT, DEDICATED PER FINAL MAP __ _ [I] IND/CA TES IRREVOCABLE OFFER OF DEDJCA TJON FOR TRAIL PURPOSES TO THE CITY OF CARLSBAD, DEDICATED PER FINAL MAP __ _ [I] INDICATES EASEMENTS FOR OPEN SPACE PURPOSES TO THE CITY OF CARLSBAD, DEDICATED PER FINAL MAP __ _ [±J IND/CA TES PR/VA TE EASEMENT FOR OPEN SPACE PURPOSES OVER LOTS 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, AND 13, RESERVED PER FINAL MAP [I] INDICATED PRIVATE EASEMENT FOR DRAINAGE PURPOSES OVER LOT 9 FOR THE BENEFIT OF LOTS 1, 2, 3, 4, 5, 6 AND 7, RESERVED PER FINAL MAP __ _ [Ij INDICATED PRIVATE EASEMENT FOR DRAINAGE PURPOSES OVER LOT 17 FOR THE BENEFIT OF LOTS 8, 9, 10, 11, 12, AND 13, RESERVED PER FINAL MAP __ _ EXISTING EASEMENT NOTE (j) AN EXISTING EASEMENT AND IRREVOCABLE OFFER OF DEDICATION FOR TRAIL PURPOSES ONSITE AS SHOWN ON MAP 16265 PER FILE NO. 2018-7000174, RECORDED APRIL 27, 2018. PASCO LARET SUITER ~ ffe.l~~©tlffe-11~~ San Diego I Encinitas I Orange County Phone 858.259.82121 www.plsaenglneering.com RCE __ _ EXP ___ _ DATE REVIEWED BY: INSPECTOR DATE I SH4EET I CITY OF CARI.SHAD ~1 l---+---1--------------+---+------it----t----1 ENGINEERING DEPARTMENT L2.!.....J l----+---l--------------+---+-----,t-----t----1 l----+---l--------------+---+-----,t-----t----1 GRADING PLANS FOR: PUD 15-15 CDP 15-53 HDP 15-03 HMP 15-05 DA TE lllllAL DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL a,v APPROVAL OCEAN VIEW POINT GR 2021-0043 APPROVED: ENGINEERING MANAGER OWN BY: BAK CHKD BY: __ RVWD BY: PRECISE GRADING JASON S. GELDERT PROJECT NO. I DRAWING NO. CT 15-07 _ 534 -6A PLSA 3657--01 Docusign Envelope ID: 5DD75B7F-38DE-4CFE-BA4E-F36FCA5377F8 7/17/2024 NF CBR 2023-2844 ~ . 2.i 3_?0.2-TG' ·316.95 IE 12LF, 6" ..--• --,-. \ MATCHLINE: SEE SHEET 4 I a LOTLINE I 320.8 TW I . j-_ ---'-/ \/ I I f I /320.8 TOP / / OFSLOPE -32b.1 TW I ~i9.5TW@FG 317.9BW I 1316.8 TF H=J.3' 318.17TW /317.8TW@F 317.8BW I .83TF 1.3' I \ \ \ \ \, 317.8TOP \\ OF SLOPE \ / \ I ) ca 1--tl:l ~ tl:l Cl) ~ ~ -~ ~ :§ \ 307.5/E • "PVC SD ) CONSTRUCTION NOTES (D EXISTING SURVEY MONUMENT SHALL BE PROTECTED IN PLACE. MONUMENT SHALL BE REPLACED BY A LICENSED LAND SURVEYOR WHO SHALL FILE A CORNER RECORD WITH THE COUNTY IF DISTURBED OR DESTROYED {J) CONSTRUCT PCC DRIVEWAY APRON PER DWG. 534-6 Q) INST ALL 12" AREA DRAIN BY NDS OR APPROVED EQUAL G) INSTALL TYPE-B CURB INLET PER SDRSD D-2 Q) INST ALL TYPE-A CURB INLET PER SDRSD D-1 {J) INSTALL TYPE-A STORM DRAIN CLEANOUT PER SDRSO D-9 (j) INSTALL 24" X 24" STORM DRAIN CLEANOUT © INSTALL 6" STORM DRAJN CLEANOUT PER NDS OR EQUAL {J) INST ALL MODIFIED TYPE-F CATCH BASIN PER SDRSD D-07; WIDTH EQUALS 3' @) INST ALL 18" RCP STORM DRAIN PIPE, SEE PIAN & PROFILE SHEET13 @ 18" RCP STORM DRAIN PIPE TO DISCHARGE THROUGH RETAINING WALL PER DETAIL STRUCTURAL PLANS 307.TTW 307.3TW@FS 303.0BW 293.7 TF H = 14.0' '\} 314.0FS ) \<S' (>) ~ TOP OF SLOPE 310.5 IE I ·/ ~ LA ..,_ -r -="'-, ~~ i-.- 310. FS / I .55TC 1.05 /E MATCHLINE: SEE SHEET 6 @ INSTALL 4'X4' RIP RAP ENERGY DISSIPATER PER SDRSD D40; ROCK CLASS = 1 TON T =4.4 FT @) INSTALL 4'X4' RIP RAP ENERGY DISSIPATER PER SDRSD D40; ROCK CLASS = 2 TON T =5.4 FT @ INSTALL 36" X 36" BROOKS BOX @ CONSTRUCT U-TYPE HEADWALL PER SDRSD D-34 @ CONSTRUCT SPECIAL DESIGN MASONRY RETAINING WALL PER STRUCTURAL PLANS, SEE SHEETS 11>-21; WALL TO BE SPLIT FACED WITH PRE CAST CAP, SEE SE PARA TE LANDSCAPE PIAN FOR COLOR AND FINISH. @ AC CONDENSER PAD PER ARCHITECTURAL PLANS @ CONNECT WALL SUBDRAIN PER DETAIL SHEET 16 TO STORM DRAIN INFRASTRUCTURE @ INSTALL TYPE-B BROW DITCH PER SDRSD D-75 @) INSTALL TYPE-D TERRACE DITCH PER SDRSD D-75 @ INSTALL 2X3' PVC SIDEWALK UNDER DRAIN PER DWG. 534-6 @ INSTALL MODIFIED TYPE-A CURB OUTLET PER SDRSD D-25A 1. FT-WIDE HANNEL PER DW . @ INSTALL TYPE-A CURB OUTLET PER SDRSD D-25A PER DWG. 534-6 @ CONSTRUCT 4" THICK PCC SIDEWALK PER DWG. 534-6 @ INSTALL DEEPENED FOOTING (1.0' DEEP) PER ARCH PLANS @ INSTALL 12" X 12" BROOKS BOX @ INSTALL 4'X4' RIP RAP ENERGY DISS/PATER PER SDRSD D-40; ROCK CLASS= NO. 2 BACKING TON T=1.1 FT @ INSTALL 4'X4' RIP RAP ENERGY DISS/PATER PER SDRSD D-40; ROCK CLASS= 1/4 TON T=2.7 FT @ INSTALL 4'X4' RIP RAP ENERGY DISS/PATER PER SDRSD D-40; ROCK CLASS = 112 TON T =3.5 FT @) INSTALL DEEPENED FOOTING (2. O' DEEP) PER ARCH PLANS J:IACTIVE JOBS\3657 RINCON OCEAN VIEW POINnCIVIL IDRAWINGIGRADING PLANSl3657-CV-GRAD./J4-GRADING.DWG I 313.5/E B V . i ----......::: -......._ --_ _ _ , ' \ "' "' ---.,___ ~ -2LF, 6"P.V .,. _ .I =-=~" ... --~ °' ,._; , '-'--,·, -\ DR-35SD '..... 3162 c --=-~.--~--\=--:::::-==--:--j;3t'·1~5~~1----lil '-'-'-'- 2.0% ...., I ·/··~ -...__ -I ~-. " ~-" '·' ~ -----~ ~ " "' -'-1' 'i,i 3 16.0TG \-.....__\r-I--·.-,-1· · -0 "' '-'\ '\ \ 314.4/E \ • ' ,• • ' • -_2Jir: --J168TOE '\ ,_ m'\ \ \ / -.. • 161 TG '\· "116.3HP ~~ 3~-~~ \". ' 1· 63 LF 6"PVC " 315.1/E 316,BFG _,.._\ J \ -:.. \ ~ I 316.8FG 316.TFS SDR-35SD@1.1% " ~~ \ \ 31\FG \ y ---I :JI 48LF, 6"PVC 316.5HP ~~ ~ ~ ~-\ \ ', SDR-35SD@1.0% 317.3FS '6:_' \ -=, \ \ ,\, \ 312.8 FS / \ 10.0' \ '$ \ ' \ ~ 6 ~ \ >< ~ 6 312.15FS 315.~::8 FG LOT 4 \316.8 FG \ \ \ \ ) ~ \ \ FF=317.5 317.1FS \ \ . \ 316.1Fb \ \ \ \\ I ~ I I I I PAD= 316.8 r:--2.o-%,~:-,-~ \ ~ \ \ \ \ \ 317,3 FS ~ \ .s \ l_ \ \ \ \ \ \ ' 317.3 FS 317.3FS 316.5 HP 316.8 FG 74LF, 6"PVC SDR-35 SD@ 1.0% ' ~ \ I \ \ ~16.8 TO \ \ " l \/ \ \ \ O~SLOP/3 \ \; I 10.0' MIN \ \ \ \ > \ ';\ I \ 316.83 TOP \ \ \ 317.1 FS 315.75 T>G OF:\SLOPE 316. FG _!_~ 314.65 IE \ (\ ----T -• / I ; --t------J ,, \ ,,.,,i,, \ -,- \ --7 LOT \ I \ LINE \-._ I \,15.4TG 3 \ 312.J IE \ I'-34 LF, 6" P~!; SDR-35 SD·@\1..;_2% 315.75FS \ \ ' '\ 'v 316.2FS 316.3 FG I 85LF, 6"PVC / SDR-35 SD@ 1.2% 316.15 Fsl 311/J FG -.....--"-""-"'-'--" I I I 316.8FS I /LOTS J ~ FF=317.0~ ~PAD= 316.3 "- OFSLOf E PLAN VIEW -GRADING PLAN (LOTS 3-4) SCALE: 1"= 10' HORIZONTAL '¾ I I \ \ \ \ \ \ UM/f OF GRAD/~G I lAN(j,p/STURBA l(CE \ (TYP)\ ' \ \ \ \ \ "AS BUil T" \ \ \ EASEMENT I OED/CATION NOTES OJ IND/CA TES EASEMENT FOR WATER PURPOSES TO THE CARLSBAD MUNICIPAL No. 86542 xp. 03/31 /25 PASCO LARET SUITER RCE __ _ EXP. ___ _ DATE WATER DISTRICT, DEDICATED PER FINAL MAP __ _ [I) IND/CA TES IRREVOCABLE OFFER OF DED/CA TION FOR TRAIL PURPOSES TO THE CITY OF CARLSBAD, DEDICATED PER FINAL MAP ___ _ [TI IND/CA TES EASEMENTS FOR OPEN SPACE PURPOSES TO THE CITY OF CARLSBAD, DEDICATEDPERFINAL MAP __ _ QJ INDICATES PRIVATE EASEMENT FOR OPEN SPACE PURPOSES OVER LOTS 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, AND 13, RESERVED PER FINAL MAP __ _ [I] IND/CA TED PR/VA TE EASEMENT FOR DRAINAGE PURPOSES OVER LOT 9 FOR THE BENEFIT OF LOTS 1, 2, 3, 4, 5, 6 AND 7, RESERVED PER FINAL MAP __ _ [I] IND/CA TED PR/VA TE EASEMENT FOR DRAJNAGE PURPOSES OVER LOT 17 FOR THE BENEFIT OF LOTS 8, 9, 10, 11, 12, AND 13, RESERVED PER FINAL MAP __ _ EXISTING EASEMENT NOTE 10 0 (]) AN EXISTING EASEMENT AND IRREVOCABLE OFFER OF DEDICATION FOR TRAIL PURPOSES ON SITE AS SHOWN ON MAP 16265 PER FILE NO. 2018-7000174, RECORDED APRIL 27, 2018. GRAPHIC SCALE 1" = 10' 10 20 30 I #1.~~«:llt!Pl.'flE~ San Diego I Encinitas I Orange County Phone 858.259.82121 www.plsaenglneerlng.com REVIEWED BY: INSPECTOR DATE I ~5EET I CITY OF CARLSBAD fsRm'Sl 1----11---+----------------t---t---t----it--; ENGINEERING DEPARTMENT L..1!_J 1----11--+---------------t---t--+----lt---l ::;G;:;;R:::;_4]):;;:IN;:;:;;:::G,=;:;:PLANS;;::::::;;;;;:::::;;:FO;;R:;;::::::========::..:P::UD=1=5-=15::::::; CDP 15-53 OCEAN VIEW POINT HDP15-03 HMP 15-05 GR 2021-0043 PRECISE GRADING APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 24 DAlE DAlE INlllAL ENGINEER OF' WORK REVISION DESCRIPTION DA lE ltlllAL DAlE INlllAL OlHER APPROVAL QTY APPROVAL DWN BY: BAK PROJECT NO. I DRAWING NO. CHKO BY: --1 CT 15-07 534 -6A RVWI> BY: PLSA 3657-01 \ ' Docusign Envelope ID: 5DD75B7F-38DE-4CFE-BA4E-F36FCA5377F8 7/17/2024 NF \ \ \ \ I \ \ \ \ \ I \ \ \ \ \ r \ \ 29t.OEG \ I "-I_ I \ I \ I \ I \I "' I 1· \ PROPOSED 60/lfT" FUEL /µODIFICAT/0111 I FIRE PffOTECTION/SE;JBACK 297.0 EG 2952 F!. '---- J:\ACT/VE JOBSl3657 RINCON OCEAN VIEW POINTCIV/LIDRAWING\GRAD/NG PLANSl3657-CV-GRAD-04-GRAD/NG.DWG I ~ I I I NOTE: FOR ALL CONSTRUCTION NOTES PLEASE REFER TO ANY ONE OF THE SHEETS WITHIN 71/IS GRADING PLAN SET FOR APPLICABLE CONSTRUCT/ON NOTES. EXISTING EASEMENT NOTE \ \ \ \ \ EASEMENT I DEDICATION NOTES OJ IND/CA TES EASEMENT FOR WATER PURPOSES TO THE CARLSBAD MUNICIPAL WATER DISTRICT, DEDICATED PER FINAL MAP __ _ [I] IND/CA TES IRREVOCABLE OFFER OF OED/CAT/ON FOR TRAIL PURPOSES TO THE CITY OF CARLSBAD, DEDICATED PER FINAL MAP __ _ [I] IND/CA TES EASEMENTS FOR OPEN SPACE PURPOSES TO THE CITY OF CARLSBAD, DEDICATED PER FINAL MAP __ _ [±] IND/CA TES PRIVATE EASEMENT FOR OPEN SPACE PURPOSES OVER LOTS 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, AND 13, RESERVED PER FINAL MAP (i] IND/CA TED PR/VA TE EASEMENT FOR DRAINAGE PURPOSES OVER LOT 9 FOR THE BENEFIT OF LOTS 1,2, 3, 4, 5, 6AND 7, RESERVED PER FINAL MAP __ _ (I] INDICATED PRIVATE EASEMENT FOR DRAINAGE PURPOSES OVER LOT 17 FOR THEBENEFITOFLOTS8, 9, 10, 11, 12,AND 13, RESERVED PER FINAL MAP __ _ (D AN EXISTING EASEMENT AND IRREVOCABLE OFFER OF DEDICATION FOR TRAIL PURPOSES ONSITE AS SHOWN ON MAP 16265 PER FILE NO. 2018-7000174, RECORDED APRIL 27, 2018. "AS BUil T" \ PASCO LARET SUITER RCE __ _ EXP ___ _ DATE ~ ffe.l~~©tlffe-11~~ San Diego I Encinitas I Orange County Phone 858.259.82121 www.plsaenglneering.com REVIEWED BY: INSPECTOR DATE I SH6EET I CITY OF CARI.SHAD ~1 t-----+-----t--------------+---+------lf----+-----1 ENGINEERING DEPARTMENT L..11....J l-----+-----+--------------+----+------1>----+---.I 1-----+-----+--------------+----+------1>----+---.1 GRADING PLANS FOR: PUD 15-15 CDP 15-53 HDP 15-03 HMP 15-05 OCEAN VIEW POINT GR 2021-0043 PRECISE GRADING APPROVED: JASON S. GELDERT 1-----+-----+--------------+----+------1>----+---.1 ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 24 DAlE ~~;::::::::::::;;;::;:;;:::::::;-;:::::::::::::::::::::::::::::::::~::::::::::::::::::::::~::::::::::::::::::::::::::::: DWN BY: BAK PROJECT NO. I DRAWING NO. CHKD BY: --CT 15-07 534 -6A RVWD BY: DA TE lllllAL ENGINEER OF WORK REVISION DESCRIPTION DATE INlllAL DATE INlllAL OlHER APPROVAL a,v APPROVAL PLSA 3657-01 Docusign Envelope ID: 5DD75B7F-38DE-4CFE-BA4E-F36FCA5377F8 7/17/2024 NF \ \ \ '--- '--- -- I I I \ \ \ \ I I \ \ \ I \ ' ..____ ------BO' FUEL 1)00Z0NE ----2{}()----- \ I LOTL/NE -- ---CVNSTRUGT 3-F-T..WIDL _ GRADEDBENCH - 0) AN EXISTING EASEMENT AND IRREVOCABLE OFFER OF DEDICATION FOR TRAIL PURPOSES ONSITE AS SHOWN ON MAP 16265 PER FILE NO. 201/J.7000174, RECORDED APRIL 27, 2018. J:IACTIVE JOBSl3657 RINCON OCEAN VIEW POINTCIVILIDRAW/NGIGRADING PLANSl3657-CV-GRAD-04-GRADING.OWG MATCHLINE: SEE SHEET 8 SCALE: 1" = 10' HORIZONTAL GRAPHIC SCALE 1"= 10' 20 30 RETAINING WALL NOTE: 1 I I \ \ \ \ I \ I i \ -- --....__ ---....,: \ \ w 71 I / I /208.8/E I'-I I '--j: CONSTRUCT/ON NOTES (1) EXISTING SURVEY MONUMENT SHALL BE PROTECTED IN PLACE. MONUMENT SHALL BE REPLACED BY A LICENSED LAND SURVEYOR WHO SHALL FILE A CORNER RECORD WITH THE COUNTY IF DISTURBED OR DESTROYED (D CONSTRUCT PCC DRIVEWAY APRON PER OWG. 534-6 Q) INSTALL 12" AREA DRAIN BY NOS OR APPROVED EQUAL (D INSTALL TYPE-B CURB INLET PER SORSD D-2 (D INSTALL TYPE-A CURB INLET PER SORSD D-1 @ INSTALL TYPE-A STORM DRAIN CLEANOUT PER SDRSO D-9 0 INSTALL 24" X 24" STORM DRAIN CLEANOUT @ INSTALL 6' STORM DRAIN CLEANOUT PER NOS OR EQUAL @ INSTALL MODIFIED TYPE-F CATCH BASIN PER SDRSD 0-07; WIDTH EQUALS3' @) INSTALL 18" RCP STORM DRAIN PIPE, SEE PLAN & PROFILE SHEET 13 @ 18" RCP STORM DRAIN PIPE TO DISCHARGE THROUGH RETAJNING WALL PER DETAIL STRUCTURAL PLANS @ INSTALL 4X4' RIP RAP ENERGY DISSIPATER PER SDRSD D-40; ROCK CLASS = 1 TON T =4.4 FT @) INSTALL 4X4' RIP RAP ENERGY DISSIPATER PER SDRSD D-40; ROCK CLASS = 2 TON T =5.4 FT @ INSTALL 36" X 36" BROOKS BOX @ CONSTRUCT U-TYPE HEADWALL PER SORSO D-34 @) CONSTRUCT SPECIAL DESIGN MASONRY RETAINING WALL PER STRUCTURAL PLANS, SEE SHEETS 18-21; WALL TO BE SPLIT FACED WITH PRECAST CAP, SEE SE PARA TE LANDSCAPE PLAN FOR COLOR ANO FINISH. @ AC CONDENSER PAO PER ARCHITECTURAL PLANS @) CONNECT WALL SUBORAIN PER DETAIL SHEET 16 TO STORM DRAIN INFRASTRUCTURE @ INSTALL TYPE-B BROW DITCH PER SORSO 0-75 @) INSTALL TYPE-0 TERRACE DITCH PER SDRSD 0-75 @ INSTALL 2X3" PVC SIDEWALK UNDER DRAIN PER OWG. 534./l @ INSTALL MODIFIED TYPE-A CURB ounET PER SDRSO D-25A (1.5FT-WIOE CHANNEL) PER DWG. 534-6 @) INSTALL TYPE-A CURB OUTLET PER SDRSO D-25A PER OWG. 534-6 @ CONSTRUCT 4" THICK PCC SIDEWALK PER OWG. 534./l @ INSTALL DEEPENED FOOTING /1.0' DEEP) PER ARCH PLANS @) INSTALL 12" X 12" BROOKS BOX @ INSTALL 4X4' RIP RAP ENERGY DISSIPATER PER SORSD D-40; ROCK CLASS= NO. 2 BACKING TON T=1.1 FT @) INSTALL 4X4' RIP RAP ENERGY DISSIPATER PER SORSD D-40; ROCK CLASS= 1/4 TON T=2.7 FT @ INSTALL 4X4' RIP RAP ENERGY DISSIPATER PER SDRSD D-40; ROCK CLASS= 1/2 TON T=3.5 FT @) INSTALL DEEPENED FOOTING /2.0' DEEP) PER ARCH PLANS EASEMENT I DEDICATION NOTES [TI IND/CA TES EASEMENT FOR WATER PURPOSES TO THE CARLSBAD MUNICIPAL WATER DISTRICT, DEDICATED PER FINAL MAP __ _ (I] IND/CA TES IRREVOCABLE OFFER OF DEOICA TION FOR TRAIL PURPOSES TO THE CITY OF CARLSBAD, DEDICATED PER FINAL MAP ___ _ QJ INDICATES EASEMENTS FOR OPEN SPACE PURPOSES TO THE CITY OF CARLSBAD, DEDICATED PER FINAL MAP ___ _ (i] INDICATES PRIVATE EASEMENT FOR OPEN SPACE PURPOSES OVER LOTS 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, ANO 13, RESERVED PER FINAL MAP [I] IND/CA TED PRIVATE EASEMENT FOR DRAINAGE PURPOSES OVER LOT 9 FOR THE BENEFIT OF LOTS 1, 2, 3, 4, 5, 6 ANO 7, RESERVED PER FINAL MAP __ _ (I] IND/CA TED PRIVATE EASEMENT FOR DRAINAGE PURPOSES OVER LOT 17 FORTHEBENEFITOFLOTSB, 9, 10, 11, 12,ANO 13, RESERVED PER FINAL MAP __ _ ~NDRt No. 86542 xp. 03/31/2 "AS BUILT" RCE___ EXP. ___ _ REVIEWED BY: INSPECTOR DATE DATE \ \ l----+---+----------------,1---+---+----+----I I SH~T I Cl~l1N2!NG ~E~~~~~AD w ~ "' ~G~~~W~IN;;;:,G~PLANS;;:;::;;:;:;;;~:ro;;;:;;~;::::::================~PU=D=1=5.=15::::::: "' QC O CDP 15-53 \ '1---1---+---------------1--+---+----+----I EAN VIEW p INT HDP 15-03 '-DMP 15-05 GR 2021-0043 PRECISE GRADING RETAINING WALLS WITHIN FRONT YARD p1 AS co SETBACK (FYSB) SHALL NOT EXCEED fl LARET SUITER APPRO\IED: JASON S. GELDERT 42-/NCHES IN EXPOSED WALL HEIGHT (Hexp PER THIS SHEET); REFER TO TYPICAL DETAIL -RETAINING WALL SHEET 16 FOR TYPICAL WALL CALLOUT DETAILS ~ #\.~~ID)(Cj#).'f[E~ San Diego I Encinitas I Orange County Phone 858.259.82121 www.plsaengineering.com DAlE INlllAL ENGINEER a' WORK DAlE INlllAL REVISION DESCRIPTION D1HER APPROVAL DA 1E ltl11AL CITY APPROVAL . . CHKD BY: __ _ RVWD BY: RCE 63912 EXPIRES 9 PROJECT NO . CT 15-07 I DRAWING NO. 534 -6A .__ ______ __. PLSA 3657--01 Docusign Envelope ID: 5DD75B7F-38DE-4CFE-BA4E-F36FCA5377F8 7/17/2024 NF ------ CONSTRUCTION NOTES (]) EXISTING SURVEY MONUMENT SHALL BE PROTECTED IN PLACE. MONUMENT SHALL BE REPLACED BY A LICENSED LAND SURVEYOR WHO SHALL FILE A CORNER RECORD WITH THE COUNTY IF DISTURBED OR DESmOYED (j) CONSTRUCT PCC DRIVEWAY APRON PER DWG. 534-6 Q) INSTALL 12" AREA DRAIN BY NOS OR APPROVED EQUAL (D INSTALL TYPE-B CURB INLET PER SDRSD 0-2 @ INSTALL TYPE-A CURB INLET PER SDRSD D-1 @ INSTALL TYPE-A STORM DRAIN CLEANOUT PER SDRSD D-9 (j) INSTALL 24" X 24" STORM DRAIN CLEANOUT @ INSTALL 6" STORM DRAIN CLEANOUT PER NOS OR EQUAL (v INSTALL MODIFIED TYPE-F CATCH BASIN PER SDRSD 0-01; WIDTH EQUALS 3' @) INSTALL 18" RCP STORM DRAIN PIPE, SEE PLAN & PROFILE SHEET13 @ 18" RCP STORM DRAIN PIPE TO DISCHARGE THROUGH RETAINING WALL PER DETAIL smucTURAL PLANS , \l;J • - --~" • • ~ ::_'II @ INSTALL 4X4' RIP RAP ENERGY DISSIPATER PER SDRSD D-40; ROCK CLASS = 1 TON T =4.4 FT @ INSTALL 4X4' RIP RAP ENERGY DISSIPATER PER SDRSD D-40; ROCK CLASS= 2 TON T=5.4 FT @ INSTALL 36" X 36" BROOKS BOX @ CONSmUCT U-TYPE HEADWALL PER SDRSD 0-34 @ CONSTRUCT SPECIAL DESIGN MASONRY RETAINING WALL PER STRUCTURAL PLANS, SEE SHEETS 18-21; WALL TO BE SPLIT FACED WITH PRECAST CAP, SEE SEPARATE LANDSCAPE PLAN FOR COLOR AND FINISH. @ AC CONDENSER PAD PER ARCHITECTURAL PLANS @ CONNECT WALL SUBDRAIN PER DETAIL SHEET 16 TO STORM DRAIN INFRASTRUCTURE @) INSTALL TYPE-8 BROW DITCH PER SDRSD D-75 @) INSTALL TYPE-D TERRACE DITCH PER SDRSD D-15 @ INSTALL 2X3" PVC SIDEWALK UNDER DRAIN PER DWG. 534-6 @ INSTALL MODIFIED TYPE-A CURB OUTLET PER SDRSD D-25A (1.5FT-WJDE CHANNEL) PER DWG. 534-6 ------ @ INSTALL TYPE-A CURB OUTLET PER SDRSD D-25A PER DWG. 534-6 @ CONSmUCT 4" THICK PCC SIDEWALK PER DWG. 534-6 @ INSTALL DEEPENED FOOTING (1.0' DEEP) PER ARCH PLANS @) INSTALL 12" X 12" BROOKS BOX @ INSTALL 4X4' RIP RAP ENERGY DISSIPATER PER SDRSD D-40; ROCK CLASS= NO. 2BACK/NG TON T=1.1 FT @) INSTALL 4X4' RIP RAP ENERGY DISSIPATER PER SDRSD D-40; ROCK CLASS= 1/4 TON T =2.1 FT @) INSTALL 4X4' RIP RAP ENERGY DISSIPATER PER SDRSD D-40; ROCK CLASS= 112 TON T=3.5 FT @) INSTALL DEEPENED FOOTING (2.0' DEEP) PER ARCH PLANS J:\ACTJVE JOBSl3657 RINCON OCEAN VIEW PO/NTICJV/LIDRAWJNG\GRAD/NG PLANSl3657-CV-GRAD-04-GRAD/NG.DWG MATCH LINE: SEE SHEET 9 I I I \ I ~ I PLAN VIEW -GRADING PLAN (LOTS 10-11) EASEMENT I DEDICATION NOTES OJ IND/CA TES EASEMENT FOR WATER PURPOSES TO THE CARLSBAD MUNICIPAL WATER DISTRICT PER FINAL MAP __ _ [I] INDICATES IRREVOCABLE OFFER OF OED/CATION FOR TRAIL PURPOSES TO THE CITY OF CARLSBAD, OED/CA TED PER FINAL MAP ___ _ [TI INDICATES EASEMENTS FOR OPEN SPACE PURPOSES TO THE CITY OF CARLSBAD, DEDICATED PER FINAL MAP __ _ [i] INDICATES PRNATE EASEMENT FOR OPEN SPACE PURPOSES OVER LOTS 1, 2, 3, 4, 5, 6, 1, 8, 9, 10, 11, 12, AND 13, RESERVED PER FINAL MAP [I] INDICATED PR/VA TE EASEMENT FOR DRAINAGE PURPOSES OVER LOT 9 FOR THE BENEFIT OF LOTS 1, 2, 3, 4, 5, 6 AND 7, RESERVED PER FINAL MAP __ _ [I] INDICATED PRIVATE EASEMENT FOR DRAINAGE PURPOSES OVER LOT 17 FOR THE BENEFIT OF LOTS 8, 9, 10, 11, 12, AND 13, RESERVED PER FINAL MAP __ _ EXISTING EASEMENT NOTE (D AN EXISTING EASEMENT AND IRREVOCABLE OFFER OF OED/CA TJON FOR TRAJL PURPOSES ONSITE AS SHOWN ON MAP 16265 PER FILE NO. 2018-7000174, RECORDED APRIL 27, 2018. 10 SCALE: 1' = 10' HORIZONTAL GRAPHIC SCALE 0 10 20 30 '' '"'·' \ 301.0 303. 295.0TF H= 12.0' I I \ I X I X X /X 7 X / / ).{,306.25 RI_ 305.58FUI 303_,'2,!E OU /EOU . y / 'tt4' I \ '---. 08.1TG \ II 07.36 JE 'y_ . PASCO LARET SUITER ~ ffe.l~~©tlffe-11~~ San Diego I Encinitas I Orange County Phone 858.259.82121 www.plsaenglneering.com X "AS BUil T" RCE___ EXP ____ _ REVIEWED BY: INSPECTOR I.(") I-~ C/) ~ C/) ~ --.J :r: ~ ~ DATE DATE 1---+----l------------J--+--t------Jr-----j I SHBEET I CITY OF CARI.SHAD ~1 ~:;;~~;:::;::;:;;;E:::N;;;G;;IN;:E::::E::::Rl::::NG::::::::D::EP::::::A::::R:::::TM::::E::N::::T==~L..2!....J:::::::==~ l----l------1---------------+--+-----t----t---. GRADING PLANS FOR: PUD 15-15 CDP 15-53 DA TE lllllAL DA TE INlllAL DA TE INlllAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL a,v APPROVAL OCEAN VIEW POINT HDP 15-03 HMP 15-05 GR 2021-0043 PRECISE GRADING APPROVED: JASON S. GELDERT ENGINEERING MANAGER OWN BY: BAK CHKD BY: __ _ RVWD BY: PROJECT NO. I DRAWING NO. CT 15-07 _ 534 -6A PLSA 3657--01 Docusign Envelope ID: 5DD75B7F-38DE-4CFE-BA4E-F36FCA5377F8 7/17/2024 NF CONSTRUCTION NOTES (]) EXISTING SURVEY MONUMENT SHALL BE PROTECTED IN PLACE. MONUMENT SHALL BE REPLACED BY A LICENSED LAND SURVEYOR WHO SHALL FILE A CORNER RECORD WITH THE COUNTY IF DISTURBED OR DESTROYED (j) CONSTRUCT PCC DRIVEWAY APRON PER DWG. 534-6 Q) INSTALL 12" AREA DRAIN BY NOS OR APPROVED EQUAL (D INSTALL TYPE-B CURB INLET PER SDRSD 0-2 Q) INSTALL TYPE-A CURB INLET PER SDRSD 0-1 @ INSTALL TYPE-A STORM DRAIN CLEANOUT PER SDRSD D-9 (J) INSTALL 24" X 24" STORM DRAIN CLEANOUT (j) INSTALL 6" STORM DRAIN CLEANOUT PER NOS OR EQUAL @ INSTALL MODIFIED TYPE-F CATCH BASIN PER SDRSD 0-07; WIDTH EQUALS 3' @) INSTALL 18" RCP STORM DRAIN PIPE, SEE PLAN & PROFILE SHEET13 @ 18" RCP STORM DRAIN PIPE TO DISCHARGE THROUGH RETAINING WALL PER DETAIL STRUCTURAL PLANS @ INSTALL 4X4' RIP RAP ENERGY DISSIPATER PER SDRSD 0-40; ROCK CLASS= 1 TON T=4.4 FT @) INSTALL 4X4' RIP RAP ENERGY DISSIPATER PER SDRSD 0-40; ROCK CLASS= 2 TON T =5.4 FT @ INSTALL 36" X 36" BROOKS BOX @) CONSTRUCT U-TYPE HEADWALL PER SDRSD D-34 @ CONSTRUCT SPECIAL DESIGN MASONRY RETAINING WALL PER STRUCTURAL PLANS, SEE SHEETS 18-21; WALL TO BE SPLIT FACED WITH PRE CAST CAP, SEE SE PARA TE LANDSCAPE PLAN FOR COLOR AND FINISH. @ AC CONDENSER PAD PER ARCHITECTURAL PLANS @ CONNECT WALL SUBDRAIN PER DETAIL SHEET 16 TO STORM DRAIN INFRASTRUCTURE @ INSTALL TYPE-B BROW DITCH PER SDRSD 0-75 @) INSTALL TYPE-D TERRACE DITCH PER SDRSD 0-75 @ INSTALL 2X3" PVC SIDEWALK UNDER DRAIN PER DWG. 534-6 @ INSTALL MODIFIED TYPE-A CURB OUTLET PER SDRSD D-25A 1.5FT-WIDE CHANNEL PER DWG. 534-6 J:\ACTIVE JOBSl3657 RINCON OCEAN VIEW PO/NTCIV/LIDRAW/NG\GRAD/NG PLANSl3657-CV-GRAD-04-GRAD/NG.DWG 314.6 TW \ 309.8BW ' 308.6 TF H=6.0' 307.3FS 11.6TW@FS 07.7BW ~~, 06.6TF =5.9' :-, 311.3 TW 309,ii..._ TW@FS 307.3BW@zG 306.6TF , H = 4.7' ' X PLAN VIEW -GRADING PLAN (LOTS 12-13) GRAPHIC SCALE 1"=10' "AS BUil T" @) INSTALL TYPE-A CURB OUTLET PER SDRSD D-25A PER DWG.534-6 @ CONSTRUCT 4" THICK PCC SIDEWALK PER DWG. 534-6 @ INSTALL DEEPENED FOOTING (1.0' DEEP) PER ARCH PLANS @ INSTALL 12" X 12" BROOKS BOX EASEMENT I OED/CATION NOTES IT] INDICATES EASEMENT FOR WATER PURPOSES TO THE CARLSBAD MUNICIPAL WATER DISTRICT, DEDICATED PER FINAL MAP __ _ [Ij INDICATES IRREVOCABLE OFFER OF OED/CATION FOR TRAIL PURPOSES TO THE CITY OF CARLSBAD, DEDICATED PER FINAL MAP __ _ IT] IND/CA TES EASEMENTS FOR OPEN SPACE PURPOSES TO THE CITY OF CARLSBAD, OED/CA TED PER FINAL MAP @ INSTALL4X4'RIPRAPENERGYDISS/PATERPERSDRSD --- 0-40; ROCK CLASS= NO. 2 BACKING TON T=1.1 FT [ij INDICATES PRIVATE EASEMENT FOR OPEN SPACE PURPOSES OVER @ INSTALL 4X4' RIP RAP ENERGY DISS/PATER PER SDRSD D-40; ROCK CLASS= 114 TON T=2.7 FT LOTS 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, AND 13, RESERVED PER FINAL MAP W IND/CA TED PR/VA TE EASEMENT FOR DRAINAGE PURPOSES OVER LOT 9 @ INSTALL 4X4' RIP RAP ENERGY DISSIPATER PER SDRSD FOR THE BENEFIT OF LOTS 1, 2, 3, 4, 5, 6 AND 7, RESERVED PER FINAL D-40; ROCK CLASS= 112 TON T=3.5 FT MAP ___ _ @) INSTALL DEEPENED FOOTING (2.0' DEEP) PER ARCH PLANS @] INDICATED PRIVATE EASEMENT FOR DRAINAGE PURPOSES OVER LOT 17 FOR THE BENEFIT OF LOTS 8, 9, 10, 11, 12, AND 13, RESERVED PER FINAL MAP ___ _ EXISTING EASEMENT NOTE (]) AN EXISTING EASEMENT AND IRREVOCABLE OFFER OF OED/CATION FOR TRAIL PURPOSES ONSITE AS SHOWN ON MAP 16265 PER FILE NO. 2018-7000174, RECORDED APRIL 27, 2018. SCALE: 1' = 10' HORIZONTAL 311.9 RIM 311.0 FL 312.5 TW 3111TW@FS 307.lBW 306.6 TF --+-PROP. WATERESMT----< CONSTRUCT TYPE A CURB OUTLET PER SDRSD D-25A 307.2 IE :-.! •• ••. •. INSTALL TYPE-B BROW DITCH PER SDRSDD-75 .,....---7◄"- 7;.\ :-::, INSTALL 10 0 10 20 PASCO LARET SUITER ~ ffe.l~~©tlffe-11~~ San Diego I Encinitas I Orange County Phone 858.259.82121 www.plsaenglneering.com 30 RCE __ _ EXP ____ _ DATE REVIEWED BY: INSPECTOR DATE l---+--1-----------+--+--+---t------i I SH9EET I CITY OF CARI.SHAD ~1 :;;;:::;:;::::~~;::;::;:;;;E;:::N;;;G;;;IN;;::E::::E:::::Rl=N=G=D=EP=A=R=T=M=EN=T===L2!....J:::::=~ GRADING PLANS FOR: OCEAN VIEW POINT GR 2021-0043 PRECISE GRADING PUD 15-15 CDP 15-53 HDP 15-03 HMP 15-05 · .. ,.,_ J. -. MODIFIED TYPE-F - --• •• CATCH BASIN l-----i--+---------------t-----t--+-----11---1 ~ -'---' PERSDRSDD-07; l-----li--+---------------t-----t--+---1---1 APPROVED: JASON S. GELDERT SECTIONJ-J NOTTO SCALE SEE THIS SHEET WIDTH EQUALS 3' CONSTRUCT MASONRY RETAINING WALL PER STRUCTURAL PLANS; DETAIL 19, SHEET 20 DATE lllllAL ENGINEER OF WORK DATE INITIAL REVISION DESCRIPTION DlHER APPROVAL ENGINEERING MANAGER DATE a,v APPROVAL OWN BY: BAK CHKD BY: __ _ RVWD BY: PROJECT NO. I DRAWING NO. CT 15-07 _ 534 • 6A PLSA 3657--01 Docusign Envelope ID: 5DD75B7F-38DE-4CFE-BA4E-F36FCA5377F8 7/17/2024 NF LOT2 FF=321.5 PAD =320.8 LOT LINE PLANTER 1.o·i---:; -~3=24=.8~TW"--, 1 ~-. ,.......,,_0,3' 24.6TW@FG 320.6BW 318.1 TF 6.7' 2.0' 8.0' 5.0' 5~ PROPOSED FREESTANDING WALL. SEE LANDSCAPE PLANS 534-6L 324.8FG . . . . . . . . . . . . . . -----' -1~--~-t -3.0' • ;I._ C' lliJ ' ;:__: JU 1:1 SURCHARGE INFLUENCE ZONE 324.55FL EXISTING GRADE . . . . . . . . . LOT1 FF=325.5 PAD=324.8 . . . . . . . . . .:....,..-,-. . . . . . . v""""~ OVER EXCAVATION EXISTING\ GRADE . . . . 328.0TW 324.8BW 323.3 TF 8.8' LOT LINE 4.4' LOT LINE SUBDIVISION BNDY CT 15-07 LOT18 HOA 5.4' 4.7' 1.4' I I o.8' FL=PER PLAN / Ii'. VARIES PER PLAN 5' -10' TYP. VARIES PER PLAN 3' 3' -5' TYP. GRADE ADJACENT TO BUILDING BEYOND LANDING ATMAN DOOR PER PLAN -- i~r U \ \ -' I )-------~~ \ '\✓ !ff _,.,/ -!)_ ( A ""' ------- r'-l PVT PVC STORM DRAIN, 320.8 FG SIZE PER PLANS; -322.7 IE 320.45 FL lll AND RECOMPACTION PER GEOTECH REPORT 1: 1 SURCHARGE INFLUENCE ZONE EXISTING RETAINING WALL TO BE PROTECTED IN PLACE FOOTING SHOWN FOR REFERENCE ONLY TYPICAL DETAIL -DRAINAGE ADJACENT TO MAN DOOR NOTTO SCALE PVT PVC STORM DRAIN, SIZE PER PLANS; -318.7 IE CONSTRUCT MASONRY RETAINING WALL PER STRUCTURAL PLANS; DETAIL 11, SHEET 20 CONSTRUCT WALL DRAIN PER DETAIL A, SHEET 16 LOT LINE PROPOSE11--~ FREESTANDING WALL PER LANDSCAPE PLANS 100' PRIVATE DRAINAGE EASEMENT rEXISTING __L _GRADE -- 7.0' LOT9 3.r 309.8TOPOF 2.9' 4.0' FF= 309.5 SLOPE ____ P_l'I_D_=_3_08_.8 __ ,___._' 5~N__[3~~~~--"// ~/~3_:;]_~~!4:~- ta j rt j ! LOT8 FF=310.5 PAD=309.8 SECT/ONA-A NOTTO SCALE SEESHEET4 PVT PVC STORM DRAIN, SIZE PER PLANS; -323.2 IE CONSTRUCT MASONRY RETAINING WALL PER STRUCTURAL PLANS; DETAIL 11, SHEET20 CONSTRUCT WALL DRAIN PER DETAIL A, SHEET 16 LOT LINE TWAIN COURT IMPROVEMENTS PER DWG534-6 JEX/STING GRADE -I---=~=--=--~--~:::24::.:A_' 1i:.:O:..:.fi:..::J\C:::E:..::O::.F..:.:IIIJ'\:.:L:::Lc._ _______ l------'5:::.5c...' ---1 --- 308.3 TW 303.0BW 293.7 TF 303.0FG@BW 2.0%MIN 319.3 TW FGPERPLAN LANDSCAPED BERM AT TOP OF SLOPE; ELEVATION PER PLAN TOP OF SLOP LIMITS PER PLA 7:,\ 11 COMBINATION FREE STANDING MASONRY IIIJ'\LLAND FENCE PER LANDSCAPE PLANS DOO 534-6L I I I PRIVATE LOT DRAINAGE PER PLAN TYPICAL DETAIL -TOP OF SLOPE NOTTO SCALE LOT LINE SUBDIVISION BNDY CT 15-07 I LOT11 6.4' 12.0' TRAIL EASEMENT I MAP 14340 i------------1-------------: I APN: 208-181-19 18.5' 4.5' 1.9' PLAN VIEW -SECTIONS KEY MAP EXISTING GRADE 320.6TW 314.6 TW NOTTO SCALE 16.8' TO FACE OF IIIJ'\LL 13.4' ~ SUBDIVISION BNDY CT 15-07 I I I l 11.8' TWAIN AVENUE IMPROVEMENTS PER DWG534-6 { -I _J Y OVER EXCAVATION I\ AND RECOMPACTION / 1:1 INFLUENCE ZONE; BUILDING PER GEOTECH REPORT AND RECOMPACTION / PER GEOTECH REPORT / BMP2 1r' FG =303.0 INSTALL TYPE-B BROW DITCH PER SDRSDD-75 J EXISTING GRADE 314_6 BW (PRIOR TO CT 15-07)__ 2_0, __ _j__L--ii'~::;,=x::;p'9-~ ~-t----=~ -'/:,..---. ? _ _,, I (PRIOR TO CT 15-07} ---I PROPOSED IMPROVMENTS 1.1 INFLUENCE ZONE, BUILDING\ SURCHARGE ON STORM DRAIN 11.8' 309.8FG y SURCHARGE ON STORM DRAIN _J .... ~µ' INSTALL CONCRETE ENCASEMENTON18"RCP STORM DRAIN WITHIN BUILDING SURCHARGE ENVELOPE INSTALL 18" RCP PRIVATE STORM DRAIN -293.4 IE SECTIONB-8 NOTTO SCALE SEESHEET7 16.7' 4.9' LOT LINE 11.2' 309. 8 TOP OF SLOPE ~1=1111 ~I 1~11 I rn=ln 1111~11111~11111= .. CONSTRUCT MASONRY .. DETAIL 19, SHEET 20 \ RETAINING WALL PER STRUCTURAL PLANS; __:...j.--~1 INSTALL MC-7200 STORM DRAIN J CHAMBER SYSTEM PER ADS j DETAILS. SEE SHEETS 14-15 i CONSTRUCT WALL DRAIN . -• Jr PER DETAIL A, SHEET 16 (MIRAFI 30-M/L THICK 140N OR APPROVED EQUAL) IMPERVIOUS 10.0' PRIVATE DRAINAGE EASEMENT •. . . •. LINER ALONG SIDES AND BOTTOM SECT/ON D-D COVERING ENTIRE BMP I , BOTTOM OF BMP ELEVA T/ON = 2.94.25 13.8' LOT LINE 309.8 TOP OF SLOPE NOTTO SCALE SEESHEET4 11.r 6.r 5.0' LOT 11 FF=310.5 PAD=309.8 309.75FG MIN 309.55 FL 309.55 FL 308.4 FL 309.3FL z0% _ --_ _ 308.8 FG r:::· -:::-:::::9z:cr--==:..:~'1___..~~:::::::::-__..--==:._-1.._--==----'-----f1---'--------'----==---"'---=------'--.._-?.·7-----2--=0%::M=:!:.._N_j_5.::.0:::%=M::.IN_1 I I 11 11 I I 111 11 INSTALL 4' WIDE PCC WALKWAY 111-11 PVT PVC STORM DRAIN, SIZE PER PLANS; -307.85 IE I 111 1: 1 TEMPORARY CUT SLOPE TO INSTALL PRIVATE STORM DRAIN J.·V>.CTIVE JOBS\3657 RINCON OCEAN VIEWPOINTICIVIL\DRAWINGIGRADING PLANS\3657-CV-ORAD-10-SECTIONS & DETAILS.DWG -1 --1 - I PVT PVC STORM DRAIN, SIZE PER PLANS; -307.4 IE 1:1 TEMPORARY CUT SLOPE TO INSTALL PRIVATE STORM DRAIN '~~:::::'.:INSTALL 16" RCP PRIVATE STORM DRAIN -294.25 IE SECT/ONC-C NOTTO SCALE SEE SHEETS l EXISTING GRADE LOT13 FF=310.5 PAD= 309.8 2' WIDE PLANTER 314.6 TW 309.8BW@FG 308.6 TF 5.2' 2.5' 2.7' -O%M/N --------..;_ OVER EXCAVATION------......._ AND RECOMPACTION "'>- PER GEOTECH REPORT _ LOT10 FF=309.5 PAD=308.8 PVT PVC STORM DRAIN, SIZE PER PLANS; -308.3 IE WEEP HOLES THROUGH WALL TO DRAIN PLANTER EXISTING GRADE (PRIOR TO CT 15-07) PLANTER 314.6 TW 309.8BW@FG 308.6 TF LOT 13 FF=310.5 PAD=309.8 2.3' . . 317.3 TW 309.8BW@FG 2.3' NOTTO SCALE SEESHEET9 --/ PROPOSED TRAIL / I I V PROPOSED FREE STANDING j)Y WALL PER LANDSCAPE PLANS DWG 534-6L / 2' WIDE PLANTER 314.6 TW 309.8BW@FG 308.6 TF 2.0' 1:1 TEMPORARY CUT SLOPE TO INSTALL MASONRY RETAINING WALL SYSTEM 5.0' MIN ........ -a I LOT 13 2.5' 2.5' -i TYPE-B BROW llr-'-7.L._-::f___CONSTRUCT J DRAIN. SEE 1/ TERRACED WALL DRAIN DETAIL FF= 310.5 • . I II DITCH PAD=309.8 g B,SHEET16 J.-D TEMPORARY VERTICAL CUT TO INSTALL MASONRY RETAINING WALL SYSTEM" CONSTRUCT MASONRY RETAINING WALL PER STRUCTURAL PLANS; DETAIL 13113A, SHEET 20 PER PLANS; -307 9 IE SECTIONF-F NOTTO SCALE SEESHEET9 LOT LINE 6.2' PROPOSED OPEN SPACE WEEP HOLES THROUGH WALL TO DRAIN PLANTER 'TEMPORARY VERTICAL CUT AS SHOWN PER RECOMMENDATION OF GEOTECHNICAL ENGINEER DA TED 08/24/2023, TO BE VERIFIED BY CONTRACTOR. CONTRACTOR IS SOLELY RESPONSIBLE FOR EXCAVATION MEANS AND METHODS, FOR EMPLOYEE SAFETY FOLLOWIN~ ALL OSHA GUIDELINES, AND FOR AWARENESS OF ACTUAL FIELD CONDITIONS. CONTRACTOR ASSUMES SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCT/ON OF PROJECT AND SHALL ADJUST THE MEANS AND METHODS AS NEEDED BASED ON THEIR DISCRETION AND DIRECTION. SEE TEMPORARY EXCA VAT/ON NOTES ON SHEET 15. CONSTRUCT MASONRY RETAINING WALL PER STRUCTURAL PLANS; DETAIL 13113A, SHEET 20 SECTIONE-E NOTTO SCALE SEESHEET9 1:1 TEMPORARY CUT SLOPE TO INSTALL MASONRY RETAINING WALL SYSTEM PER GEOTECHN/CAL RECOMMENDATION "AS BUILT" RCE __ _ EXP. ___ _ REVIEWED BY: DATE 1----+---+--------------+----+---+----+---I ;;I ;;;::;o~I ::;;C:;::;;;IT~Ey::;;;NG:;;;IN;::2::::r:::::::1N=G c=DE:::~:::R:::T~=~=N~=A==D::::::'...:I ===1 =:I 1------1--+----------------1----+--+------11------1 GRADING PLANS FOR: GR 2021-0043 APPROVED: OCEAN VIEW POINT SECTIONS & DETAILS PUD 15-15 CDP 15-53 HDP15-03 HMP 15-05 JASON S. GELDERT 1------1---+----------------1----+--+-----1,-----t ~EN~Gl~N;=EERl~N::::G:::::M~AN~AGER=;';::=RCE=:6~3~9~12:;::;~EXP::::::IRES=::::9:::3~0~24::::::::::::;:D::::AlE~ DWN BY: BAK PROJECT NO. I DRAWING NO. CHKD BY: --CT 15-07 534 -6A RVWD BY: DAlE INITIAL ENGINEER Of WORK REVISION DESCRIPTION DA 1E INITIAL DAlE INITIAL OlHER APPROVAL CITY APPROVAL PLSA3657-01 Docusign Envelope ID: 5DD75B7F-38DE-4CFE-BA4E-F36FCA5377F8 7/17/2024 SHEDS SCATTERED BRUSH TREE DIRT DIRT DIRT BRUSH DENSE BRUSH AND TREES SCATTERED BRUSH BRUSH SCATTERED BRUSH SCATTERED BRUSH TREES TREES BRUSH SCATTERED BRUSH SCATTERED BRUSH SCATTERED BRUSH S S WW WW TRASHCAN ASPHALT CONC CONC CONC 6FT CONCRETE BLOCK WALL 325 325325 325 3 2 5 325 3 2 0 3 2 0 32 0 32 0 32 0 320 32 0 320 320 320 320 3 2 0 31 5 31 5 315 31 5 3 1 5 315 315 315 315 31 5 31 5 315 31 5 3 1 5 315 310 31 0 310 310 310 31 0 3 1 0 310 310 31 0 310 31 0 3 1 0 31 0 31 0 31 0 31 0 305 30 5 30 5 3 0 5 3 0 5 3 0 5 30 5 305 30 5 305 305 305 3 0 5 305 305 30 5 305 30 0 3 0 0 300 30 0 30 0 30 0 300 300 300 30 0 300 3 0 0 300 3 0 0 300 300 295 2 9 5 29 5 295 2 9 5 29 5 295 295 295 295 295 2 9 5 295 29 5 295 29 5 290 29 0 290 29 0 2 9 0 290 29 0 290 290 2 9 0 290 290 2 9 0 290 29 0 285 285 28 5 285 285 285 2 8 5 285 2 8 5 285 28 5 28 0 28 0 2 8 0 2 8 0 2 8 0 28 0 280 28 0 280 28 0 275 2 7 5 275 275 27 5 2 7 5 275 2 7 5 27 5 270 270 2 7 0 27 0 270 265 26 5 26 5 260 26 0 26 0 25 5 25 5 25 0 325 324 32 3 32 2 32 1 32 0 327.4322.1 322.1 321.9 327.9 328.1 328.7 327.8 TW=334.00 TW=334.66 TW=334.68 TW=334.62 TW=333.96 TW=333.95 3 2 0 3 2 2 3 2 4 3 2 0 3 1 8 3 1 6 3 1 4 3 1 6 3 1 4 3 1 2 3 1 0 3 0 8 30 6 3 0 4 320 322 32432 0 31 8 3 1 6 31 4 3 1 2 32 2 324 314 316 318 320 322 324 326 318 316 314 312 31 0 308 307 307 3 0 6 325 3 0 2 3 0 4 3 0 6 30 8 31 2 31 4 31 0 286 288 292294296298 302304306308310 300 290 288 274 276 278 282 284 286 288 280 308 306 292 294 296 298 302 304 300 290 307 30 6 29 2 29 4 30 2 30 4 29 6 29 8 30 0 290 30 8 292 294 296 298 290 300 302 304 306 290 308 3 0 7 327 326 326 31 0 31 4 31 2 31 0 32 0 3 1 5 31 5 3 1 5 312 32 3 3 2 4 TWAIN AVE N 86°51'23" W 1 2 0 0 . 0 9 ' LOT 10MAP 14340 APN: 208-181-18 LOT 9MAP 14340 APN: 208-181-17 LOT 11 MAP 14340 APN: 208-181-19 VE R N E VIE W (PRI V A T E R O A D ) LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 14 LOT 14 LIMIT OF GRADING / LAND DISTURBANCE LIMIT OF GRADING / LAND DISTURBANCE PROPOSEDLOT LINE BMP #1, BF-1AREA = 2,500 SF BMP #2, BF-1 AREA = 3,650 SF 1 3 4 5 6 7 8 9 10 PROPOSED LOT LINE LA SD-G LA LA LA LA LA LA LA LA LA LA LA LA LA LA SD-G SD-G SD-G SD-H SD-H SD-H SD-H 2 SD-B SD-B SD-B SD-B SD-B SD-B ROOF DRAIN (TYP.) ROOF DRAIN (TYP.) ROOF DRAIN(TYP.) SD-B SD-B SD-B SD-B SD-B SD-B SD-B PERMANENT WATER QUALITYTREATMENT FACILITY KEEPING OUR WATERWAYS CLEANMAINTAIN WITH CARE - NO MODIFICATIONS WITHOUT AGENCY APPROVAL PLSA 3657-01J:\ACTIVE JOBS\3657 RINCON OCEAN VIEW POINT\CIVIL\DRAWING\GRADING PLANS\3657-CV-GRAD-11-SINGLE-SHEET-BMP.DWG PLAN VIEW - SINGLE SHEET BMP PLAN SCALE: 1" = 30' HORIZONTAL 30 60 90 GRAPHIC SCALE: 1" = 30' 030 BIOFILTRATIONBASIN (BF-1)1 BMP TYPEBMP ID #SYMBOL CITY OF DRAWING NO.SHEET NO.(S)MAINTENANCEFREQUENCY BMP TABLE PARTY RESPONSIBLE FOR MAINTENANCE: BF-1 INSPECTION FREQUENCYQUANTITY LOW IMPACT DESIGN (L.I.D.) SOURCE CONTROL HYDROMODIFICATION & TREATMENT CONTROL 2,500 SF.2, 4-10 SEMI-ANNUALLY STENCILS 3 SC-F18DRAINS TONO DUMPING QUARTERLYDWG 534-6A BMP / WATER 5 4 QUALITY SIGN BMP CONSTRUCTION AND INSPECTION NOTES: PLAN PREPARED BY: NAME: SHEA HOMES LIMITED PARTNERSHIP ADDRESS: 9990 MESA RIM ROAD, SUITE 200 SAN DIEGO, CA 92121 PHONE NO: (858) 526-6532 NAME: BRYAN A KNAPP COMPANY: PASCO, LARET, SUITER & ASSOCIATES ADDRES: 1911 SAN DIEGO AVE, SUITE 100 SAN DIEGO, CA 92110 PHONE NO: (858) 259-8212 THE EOW WILL VERIFY THAT PERMANENT BMPS ARE CONSTRUCTED AND OPERATING IN COMPLIANCE WITH THE APPLICABLE REQUIREMENTS. PRIOR TO OCCUPANCY THE EOW MUST PROVIDE: 1. PHOTOGRAPHS OF THE INSTALLATION OF PERMANENT BMPS PRIOR TOCONSTRUCTION, DURING CONSTRUCTION, AND AT FINAL INSTALLATION.2. A WET STAMPED LETTER VERIFYING THAT PERMANENT BMPS ARE CONSTRUCTED AND OPERATING PER THE REQUIREMENTS OF THE APPROVED PLANS. 3. PHOTOGRAPHS TO VERIFY THAT PERMANENT WATER QUALITY TREATMENT SIGNAGE HAS BEEN INSTALLED. PRIOR TO RELEASE OF SECURITIES, THE DEVELOPER IS RESPONSIBLE FOR ENSURING THE PERMANENT BMPS HAVE NOT BEEN REMOVED OR MODIFIED BY THE NEW HOMEOWNER ORHOA WITHOUT THE APPROVAL OF THE CITY ENGINEER. 1. THESE BMPS ARE MANDATORY TO BE INSTALLED PER MANUFACTURER'SRECOMMENDATIONS OR THESE PLANS. 2. NO CHANGES TO THE PROPOSED BMPS ON THIS SHEET WITHOUT PRIOR APPROVAL FROM THE CITY ENGINEER. 3. NO SUBSTITUTIONS TO THE MATERIAL OR TYPES OR PLANTING TYPES WITHOUT PRIOR APPROVAL FROM THE CITY ENGINEER. 4. NO OCCUPANCY WILL BE GRANTED UNTIL THE CITY INSPECTION STAFF HASINSPECTED THIS PROJECT FOR APPROPRIATE BMP CONSTRUCTION AND INSTALLATION.5. REFER TO MAINTENANCE AGREEMENT DOCUMENT.6. SEE PROJECT SWQMP FOR ADDITIONAL INFORMATION. 7. GROUND FLOOR BMP'S SHOWN HEREON ONLY FOR CLARITY. RAISED PLANTERS ON FLOORS ABOVE NOT PICTURED THIS SHEET; SEE SWQMP FOR REFERENCE. BMP NOTES: CERTIFICATION: SIGNATURE CONTACT: JASEN TORBETT 2 BIOFILTRATIONBASIN (BF-1)BF-1 3,650 SF.SEMI-ANNUALLYQUARTERLYDWG 534-6A OCEAN LANDSCAPING WATER QUALITY SIGN - TYPICAL DETAIL SCALE: NOT TO SCALE REVIEWED BY: DATEINSPECTOR DATE "AS BUILT" CITY OF CARLSBAD RVWD BY:OTHER APPROVAL INITIALDATE SHEET SHEETS APPROVED: DWN BY: CHKD BY: PROJECT NO. DRAWING NO.DATE INITIAL ENGINEER OF WORK DATE INITIAL CITY APPROVALREVISION DESCRIPTION ENGINEERING DEPARTMENT RCE EXP. GRADING PLANS FOR: BAK PA S C O , L A R E T , S U I T E R & A S S O C I A T E S 53 5 N . H W Y 1 0 1 , S U I T E A , S O L A N A B E A C H , C A 9 2 0 7 5 PH : ( 8 5 8 ) 2 5 9 - 8 2 1 2 F A X : ( 8 5 8 ) 2 5 9 - 4 8 1 2 JASON S. GELDERT B R YAN R KN AP P AINROFILACFOETATS REGISTE R ED P R O F ESSIONAL ENG I NEER No. 86542 Exp. 03/31/25 LIVIC A D EWN 63912 9/30/24ENGINEERING MANAGER RCE EXPIRES DATE OCEAN VIEW POINT GR 2021-0043 PUD 15-15 CDP 15-53HDP 15-03HMP 15-05 CT 15-07 534 - 6A 11 21 SINGLE SHEET BMP PLAN 2, 4-10 B R YAN R KN APP AINROFILACFOETATS REGISTE R ED P R O F ESSIONAL ENG I NEER No. 86542 Exp. 03/31/25 LIVIC A D EWN BMP MANUALCARLSBAD FACTS SHEET SUSTAINABLE LA SD-K 63,933 SF -DWG 534-6A 4-10 - 3 DWG 534-6A 4-10 -- SEE DETAILTHIS SHEET POST-CONSTRUCTION SITE DESIGN BMPS DIRECT RUNOFF TO PERVIOUS AREAS MAINTAIN NATURAL DRAINAGE PATHWAYS AND HYDROLOGIC FEATURES PROVIDE BUFFER TO OPENSPACE/CONSERVATION AREA SD-B SD-G SD-H NF 0 0 00 00 ~1111 ~ ~1111 ~ D D D PASCO LARET SUITER ----• ~ ffil.~~©tiffil.iilE~ San Diego I Encinitas I Orange County Phone 858.259.82121 www.plsaengineering.com E3=±=========+=t==t==±~ ~□~l:::::===============:::::'.1-==I ==,I E==f==t===============t==t===t===1==~ ~====:::::::::;r==============jjr=======, -II II Docusign Envelope ID: 5DD75B7F-38DE-4CFE-BA4E-F36FCA5377F8 7/17/2024 PLSA 3657-01 12 21 J:\ACTIVE JOBS\3657 RINCON OCEAN VIEW POINT\CIVIL\DRAWING\GRADING PLANS\3657-CV-GRAD-12-TRAIL-MAP.DWG TYPICAL SECTION - PUBLIC DG TRAIL (TYPE-2 MULTI-USE RECREATION TRAIL) NOT TO SCALE TYPICAL SECTION - TRAIL CONNECTION DETAIL SCALE: 1" = 10' HORIZONTAL PLAN VIEW - PUBLIC TRAIL SCALE: 1" = 20' HORIZONTAL 20 40 60 GRAPHIC SCALE: 1" = 20' 020 CONSTRUCTION NOTES CONSTRUCT STABILIZED DG TYPE 2 MULTI-USERECREATION TRAIL PER CITY OF CARLSBADSTANDARDS AND TRAILS MASTER PLAN TO THE SATISFACTION OF THE PARKS AND RECREATION DEPARTMENT. SEE SECTION DETAIL THIS SHEET. INSTALL REMOVABLE BOLLARD PER CMWD W-24 OR APPROVED EQUAL TO THE SATISFACTION OF THE PARKS AND RECREATION DEPARTMENT. SEESECTION DETAIL THIS SHEET. ALL PORTIONS OF THE EXISTING TRAIL, THAT ISERODED, WITHIN THE BOUNDARY OF THIS PROJECT SHALL BE REPAIRED TO SATISFACTION OF THE PARKS AND RECREATION DEPARTMENT CONSTRUCT 6' SCREEN WALL (NON-RETAINING) PER SEPARATE LANDSCAPE PLANS TEMPORARY 6' WIDE CONSTRUCTION AREA TO BEREVEGETATED INSTALL SCREENED LANDSCAPING AND IRRIGATIONSYSTEM PER SEPARATE LANDSCAPE PLANS CONSTRUCT CONCRETE EDGING PER TYPE 2 MULTI-USE RECREATION TRAIL PER CITY OF CARLSBAD STANDARDS AND TRAILS MASTER PLAN. SEE SECTION DETAIL THIS SHEET. 1 2 3 4 CITY OF CARLSBAD RVWD BY:OTHER APPROVAL INITIALDATE SHEET SHEETS APPROVED: DWN BY: CHKD BY: PROJECT NO. DRAWING NO.DATE INITIAL ENGINEER OF WORK DATE INITIAL CITY APPROVALREVISION DESCRIPTION ENGINEERING DEPARTMENT PA S C O , L A R E T , S U I T E R & A S S O C I A T E S 53 5 N . H W Y 1 0 1 , S U I T E A , S O L A N A B E A C H , C A 9 2 0 7 5 PH : ( 8 5 8 ) 2 5 9 - 8 2 1 2 F A X : ( 8 5 8 ) 2 5 9 - 4 8 1 2 JASON S. GELDERT B R YAN R KN AP P AINROFILACFOETATS REGISTE R ED P R O F ESSIONAL ENG I NEER No. 86542 Exp. 03/31/25 LIVIC A D EWN 63912 9/30/22ENGINEERING MANAGER RCE EXPIRES DATE TRAIL AND STORM IMPROVEMENTS FOR: BAK OCEAN VIEW POINT GR 2021-0043 PUD 15-15CDP 15-53HDP 15-03DMP 15-05 CT 15-07 534 - 6A EASEMENT / DEDICATION NOTES INDICATES IRREVOCABLE OFFER OF DEDICATION FOR TRAIL PURPOSES TO THE CITY OF CARLSBAD,DEDICATED HEREON. 2 5 6 TYPICAL DETAIL - CURB INLET TRANSITION NOT TO SCALE PLAN VIEW - STORM DRAIN LINE "4" SCALE: 1" = 20' HORIZONTAL PLAN VIEW - STORM DRAIN LINE "5" SCALE: 1" = 20' HORIZONTAL LINE LENGTHDELTA / BEARING COMMENTSRADIUS -N 13° 08' 35" E 5.6'9 18" RCP (1350-D) PVT STORM DRAIN DATA TABLE - STORM DRAIN LINE "4/5" -N 09° 56' 11" E 7.2'10 18" RCP (1350-D) PROFILE VIEW - STORM DRAIN LINE "4" SCALE : HORIZONTAL 1" = 20'; VERTICAL 1" = 8'PROFILE VIEW - STORM DRAIN LINE "5" SCALE : HORIZONTAL 1" = 20'; VERTICAL 1" = 8' 20 40 60 GRAPHIC SCALE: 1" = 20' 020 STORM DRAIN CONSTRUCTION NOTES 4 INSTALL TYPE-B CURB INLET PER SDRSD D-2 INSTALL TYPE-A CURB INLET PER SDRSD D-1 INSTALL TYPE-A STORM DRAIN CLEANOUT PER SDRSD D-9 INSTALL 24"X24" STORM DRAIN CLEANOUT INSTALL MODIFIED TYPE-F CATCH BASIN PER SDRSD D-07;WIDTH EQUALS 3' 18" RCP STORM DRAIN PIPE TO DISCHARGE THROUGH RETAINING WALL PER DETAIL STRUCTURAL PLANS INSTALL 4'X4' RIP RAP ENERGY DISSIPATER PER SDRSD D-40; ROCK CLASS = 1 TON T = 4.4FT INSTALL 4'X4' RIP RAP ENERGY DISSIPATER PER SDRSD D-40; ROCK CLASS = 2 TON T = 5.4FT INSTALL 36"X36" BROOKS BOX CONSTRUCT U-TYPE HEADWALL PER SDRSD D-34 INSTALL MODIFIED TYPE-B BROW DITCH PER SDRSD D-75 INSTALL MODIFIED TYPE-D TERRACE DITCH PER SDRSD D-75 5 6 7 9 EASEMENT / DEDICATION NOTES INDICATES PRIVATE EASEMENT FOR OPEN SPACE PURPOSES OVERLOTS 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, AND 13, RESERVED HEREON. PROPOSED PRIVATE EASEMENT FOR DRAINAGE PURPOSES OVER LOT 9 FOR THE BENEFIT OF LOTS 1, 2, 3, 4, 5, 6 AND 7 PER FINAL MAP PROPOSED PRIVATE EASEMENT FOR DRAINAGE PURPOSES OVER LOT 17 FOR THE BENEFIT OF LOTS 8, 9, 10, 11, 12 AND 13 PER FINAL MAP 4 5 6 12 13 14 11 15 19 20 294 302 310 318 326 0+00 0+00 294 302 310 318 326 294 302 310 318 326 294 302 310 318 326 7 10 20 30 GRAPHIC SCALE: 1" = 10' 010 EXISTING EASEMENT NOTE ALL EXISTING EASEMENTS AND IRREVOCABLE OFFER OF DEDICATION OF AN EASEMENT FOR TRAIL PURPOSES ONSITE AS SHOWN ON MAP 16265 PER FILE NO. 2018-7000174, RECORDED APRIL 27, 2018. 1 8.0' 2.0' SU B D I V I S I O N BO U N D A R Y 2.0' 12.0' 2.0%2.0% 2:1 MA X 2:1 M A X 2:1 MA X 6' SCREEN WALL (PERLANDSCAPE PLAN) SCARIFY SUBGRADE TO A DEPTHOF 12" AND RECOMPACT TO 90% RELATIVE COMPACTION 6" WIDE X 8" DEEP CONCRETE CURB EDGE,COLOR TO MATCH DG *4" DG SURFACE COMPACTED TO 90% OF RELATIVE COMPACTION; SEE NOTE ABOVE LOTLINE SCREENED LANDSCAPING AND IRRIGATION PER LS PLANS. SWALE TOBUFFER OFFSITE FLOWS 2.9' 2.9' TWO REMOVABLE BOLLARDS AT ENTRANCE OF TRAIL 2.0% *STABILIZED DECOMPOSED GRANITE TO BE INSTALLED IN 2-2" LIFTS. COLOR AND TYPE PER CITY'S SPECIFICATIONS. 295 CONSTRUCT 8' WIDETYPE 2 MULTI-USERECREATIONAL TRAIL 19.0% END NATIVE SOIL TRAIL PERCITY STANDARDS; BEGINNATURAL TRAIL 308.36 FG 308.30 FG (301.7 FG) (302.6 FG) 8. 0 ' 1 2 3 300 305295 290 300 305 (309.6 FG) (309.2 FG) (303.8 FG) (308.2 FG) (301.4 FG) EXISTING EASEMENT FORTRAIL PURPOSES TO REMAIN 1 2 . 0 ' 5 8 . 0 ' 2 0 . 0 ' 1 8 . 0 ' 5 7 13.3' TRANSITION TO CONNECT TO EXISTING TRAIL 10.0'10.0' FL = TC - 0.50' LENGTH OF CURB INLET OPENING FL = TC - 0.67' FL = TC - 0.67' FL = TC - 0.50' CURB INLET PER PLAN SPECIFICATIONS 6" CURB & GUTTER PER SDRSD G-2 6" TO 8" CURB & GUTTER TRANSITION (TYP.)6" TO 8" CURB & GUTTERTRANSITION (TYP.) 6" CURB & GUTTER PER SDRSD G-2 8" CURB 6" CURB D I R T 3 2 0 308 3 0 7 S S S S S W W W W W BMP #2 FG = 303.0 AREA = 3,650 SF 9 ST A . 0 + 0 4 . 0 5 ~ 1 . 1 8 ' R T SD L I N E " 4 " B E G I N S D ; 30 7 . 2 5 R I M 30 7 . 1 5 T C ; 3 0 6 . 4 8 F L 30 3 . 4 8 I E O U T ST A . 0 + 1 3 . 3 9 ~ 0 . 0 0 ' R T SD L I N E " 4 " E N D S D ; 30 3 . 2 5 I E O U T Q1 0 0 = 4 . 9 3 C F S V1 0 0 = 1 2 . 8 3 F T / S 115 SEE STORMDRAIN LINE "1"PER SHEET 12 S C A T T E R E D B R U S H 320 306 S S (P V T ) 1 1 BMP #1 FG = 303.0 AREA = 2,500 SF BMP #2 FG = 303.0 AREA = 3,650 SF 5 10 ST A . 0 + 1 2 . 8 7 ~ 0 . 0 0 ' R T SD L I N E " 5 " E N D S D ; 30 3 . 2 5 I E O U T Q1 0 0 = 4 . 3 5 C F S V1 0 0 = 7 . 9 9 F T / S ST A . 0 + 3 . 8 2 ~ 2 . 2 6 ' R T SD L I N E " 5 " B E G I N S D ; 30 6 . 3 5 R I M 30 6 . 2 5 T C ; 3 0 5 . 5 8 F L 30 3 . 4 I E O U T ST A = 0 + 1 0 (3 2 0 . 2 9 F . S . ) RETAINING WALL PERSTRUCTURAL SHEETSDETAIL 18 SHEET 18 293.7 TF BMP PER DETAILSHEET 2 307.7 TW 303.0 BW@FG 294.25 FGBOT BMP 2 PIPE SLEEVE PER STRUCTURAL DETAILS 30 3 . 4 8 I E O U T 307.15 TC306.48 FL ST A 0 + 0 4 . 0 5 ~ 1 . 1 8 ' R T TY P E - A C U R B I N L E T PE R S D R S D D - 1 303.0 FG BMP 2 INSTALL 4'X4' RIP RAPENERGY DISSIPATERPER SDRSD D-40 18" RCP STORM DRAIN @ 4.1%9 30 3 . 2 5 I E O U T ST A = 0 + 1 0 (3 1 8 . 3 8 F . S . ) RETAINING WALL PERSTRUCTURAL SHEETS DETAIL 18 SHEET 18 293.7 TF BMP PER DETAIL SHEET 2 307.0 TW 303.0 BW@FG 295.5 FG BOT BMP 2 PIPE SLEEVE PERSTRUCTURAL DETAILS 303.0 FG BMP 2 INSTALL 4'X4' RIP RAP ENERGY DISSIPATERPER SDRSD D-40 30 3 . 4 I E O U T 306.25 TC305.58 FL ST A 0 + 3 . 8 2 ~ 2 . 2 6 ' R T TY P E - A C U R B I N L E T PE R S D R S D D - 1 18" RCP STORMDRAIN @ 2.0%10 30 3 . 2 5 I E O U T DIRT DIRT AND TREES DENSE BRUSH SCATTERED BRUSH BRUSH BRUSH WW CONC 3 2 5 3 2 0 3 2 0 3 1 5 3 1 5 315 31 0 310 310 30 5 305 300 30 0 29 5 295 29 0 290 28 5 285 28 0 28 0 27 5 27 5 27527 0 27 0 270 265 265 260 260 25 5 25 5 25 5 250 250 245 240 235 230 LOT 13 10,899 S.F. 0.250 AC. XXXXXX X X X X X X X X X 312 S SS S S S S S S S S S S S W 1 2 . 0 ' 1 4 . 0 ' 2 . 0 ' LOT 13 LOT 14 (OPEN SPACE) 2 LOT 39 MAP 14340 208-181-19-00 LOT 12 SUBDIVISIONBOUNDARYCT15-07 (325.7 FG)317.43 (326.0 FG) 317.34 FG 8. 0 ' 5.8% (313.61 FG) (SEE SHEETS 4-9 FOR ONSITE GRADING) 312.76 FG 308.36 FG 1 12.1% 308.30 FG 10.0% 1 3 4 4 10.0% 5.5% 300 305295 290 300 305 END TRAIL IMPROVEMENTS;MATCH EXISTING NATURALTRAIL; SEE DETAIL THIS SHEET (302.1 FG) 19.0% EXISTING FENCETO REMAIN 6 . 0 ' 5 5 INSTALL TRAILID AND SIGNS PER TRAILSMASTER PLAN6.14 PROPOSED TRAIL 8D PERCITY OF CARLSBAD TRAILSMASTER PLAN 6 6 2 2. 0 % 2 . 0 % 2 . 0 % 7 7 7 7 7 7 (317.46) (317.10 FG) (313.53 FG) 312.85 FG (309.6 FG) 1.0 % EXISTING EASEMENT FOR TRAIL PURPOSES TO REMAIN 1 24 NF I ~". -~ " • --·I 0 0 0 0 0 0 0 □ 0 .__ ------ 0 0 0 0 0 0 0 0 0 0 0 0 □ □ □ 1 ---t-t-+-+-+-+-+--+--t-+--+-+---+-,__........., ~-----'-4-.. -+-+--+-->-----<--~ I i--1-+-+++-+-+--+-I +-+-f-------+-~/ A-.. ::,..J+--+- ._____,______, --+---I--+--+___.__~ I I 11----t-t-t--t---+--+++-+--t--++-+-+-f----+--++--+--+-~~ ........,____. --,--,-----.-~~~--I I 0 0 0 PASCO LARET SUITER i #.\~~IQltCl#.\iilE~ San Diego I Encinitas I Orange County Phone 858.259.8212 I www.plsaengineering.com I --~ .,... ' ----,__.. // -I ~=t=+==========!==±=±=±==fD D r=::::::::...::========-==~ f:===t==t==================i~=~t==l===i==1r======,;====~;::::::==::::! -II II Docusign Envelope ID: 5DD75B7F-38DE-4CFE-BA4E-F36FCA5377F8 7/17/2024 REVIEWED BY: DATEINSPECTOR DATE "AS BUILT" CITY OF CARLSBAD RVWD BY:OTHER APPROVAL INITIALDATE SHEET SHEETS APPROVED: DWN BY: CHKD BY: PROJECT NO. DRAWING NO.DATE INITIAL ENGINEER OF WORK DATE INITIAL CITY APPROVALREVISION DESCRIPTION ENGINEERING DEPARTMENT RCE EXP. GRADING PLANS FOR: BAK PA S C O , L A R E T , S U I T E R & A S S O C I A T E S 53 5 N . H W Y 1 0 1 , S U I T E A , S O L A N A B E A C H , C A 9 2 0 7 5 PH : ( 8 5 8 ) 2 5 9 - 8 2 1 2 F A X : ( 8 5 8 ) 2 5 9 - 4 8 1 2 & ASSOCIATES Phone 858.259.8212 | www.plsaengineering.com San Diego | Solana Beach | Orange County JASON S. GELDERT B R YAN R KN AP P AINROFILACFOETATS REGISTE R ED P R O F ESSIONAL ENG I NEER No. 86542 Exp. 03/31/25 LIVIC A D EWN 63912 9/30/22ENGINEERING MANAGER RCE EXPIRES DATE OCEAN VIEW POINT GR 2021-0043 PUD 15-15CDP 15-53HDP 15-03DMP 15-05 CT 15-07 534 - 6A PRIVATE STORM DRAINPROFILES 20 40 60 GRAPHIC SCALE: 1" = 20' 020 PLAN VIEW - STORM DRAIN LINE "1" SCALE: 1" = 20' HORIZONTAL PROFILE VIEW - STORM DRAIN LINE "1" SCALE : HORIZONTAL 1" = 20'; VERTICAL 1" = 4' PLAN VIEW - STORM DRAIN LINE "3" SCALE: 1" = 20' HORIZONTALPLAN VIEW - STORM DRAIN LINE "2" SCALE: 1" = 20' HORIZONTAL PROFILE VIEW - STORM DRAIN LINE "3" SCALE : HORIZONTAL 1" = 20'; VERTICAL 1" = 8' PROFILE VIEW - STORM DRAIN LINE "2" SCALE : HORIZONTAL 1" = 20'; VERTICAL 1" = 8' 1+00 2+000+00 290 CL 298 CL 306 CL 314 CL 322 CL 290 CL 298 CL 306 CL 314 CL 322 CL 0+00 1+00 2+00 STORM DRAIN CONSTRUCTION NOTES 4 INSTALL TYPE-B CURB INLET PER SDRSD D-2 INSTALL TYPE-A CURB INLET PER SDRSD D-1 INSTALL TYPE-A STORM DRAIN CLEANOUT PER SDRSD D-9 INSTALL 24"X24" STORM DRAIN CLEANOUT INSTALL MODIFIED TYPE-F CATCH BASIN PER SDRSD D-07; WIDTH EQUALS 3' 18" RCP STORM DRAIN PIPE TO DISCHARGE THROUGH RETAINING WALL PER DETAIL STRUCTURAL PLANS 5 6 7 9 EASEMENT / DEDICATION NOTES INDICATES PRIVATE EASEMENT FOR OPEN SPACE PURPOSES OVER LOTS 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, AND 13, RESERVED HEREON. PROPOSED PRIVATE EASEMENT FOR DRAINAGE PURPOSES OVER LOT 9FOR THE BENEFIT OF LOTS 1, 2, 3, 4, 5, 6 AND 7 PER FINAL MAP PROPOSED PRIVATE EASEMENT FOR DRAINAGE PURPOSES OVER LOT17 FOR THE BENEFIT OF LOTS 8, 9, 10, 11, 12 AND 13 PER FINAL MAP 4 5 6 13 21 LINE LENGTHDELTA / BEARING COMMENTSRADIUS -N 50° 39' 31" E 42.4'1 12" RCP (1350-D) LINE LENGTHDELTA / BEARING COMMENTSRADIUS -N 57° 12' 53" E 1.5'4 18" RCP (1350-D) LINE LENGTHDELTA / BEARING COMMENTSRADIUS - PVT STORM DRAIN DATA TABLE - STORM DRAIN LINE "3" N 27° 03' 21" E 19.4'6 PVT STORM DRAIN DATA TABLE - STORM DRAIN LINE "2"PVT STORM DRAIN DATA TABLE - STORM DRAIN LINE "1" 270 278 286 294 302 310 318 294 302 310 318 326 -102.1'2 12" RCP (1350-D) -N 79° 58' 13" E 27.0'3 12" RCP (1350-D) -44.2'7 N 50° 39' 31" E N 27° 03' 21" E 18" RCP (1350-D) 18" RCP (1350-D) -N 57° 12' 53" E 18.1'5 18" RCP (1350-D) -150.3'8 N 27° 03' 21" E 18" RCP (1350-D)WITH CONCRETEENCASEMENT 270 278 286 294 302 310 318 12 INSTALL 4'X4' RIP RAP ENERGY DISSIPATER PER SDRSD D-40; ROCK CLASS = 1 TON T = 4.4FT INSTALL 4'X4' RIP RAP ENERGY DISSIPATER PER SDRSDD-40; ROCK CLASS = 2 TON T = 5.4FT INSTALL 36"X36" BROOKS BOX CONSTRUCT U-TYPE HEADWALL PER SDRSD D-34 INSTALL MODIFIED TYPE-B BROW DITCH PER SDRSD D-75 INSTALL MODIFIED TYPE-D TERRACE DITCH PER SDRSD D-75 13 14 11 15 19 20 294 302 310 318 326 0+00 NOTE: SEE SHEET 12 FOR STORM DRAINPROFILES FOR SD LINES 4 AND 5 ST A = 0 + 2 5 (2 8 1 . 6 6 F . S . ) ST A = 0 + 5 0 (2 8 7 . 9 9 F . S . ) ST A = 0 + 7 5 (2 9 4 . 3 5 F . S . ) ST A = 1 + 0 0 (3 0 2 . 1 5 F . S . ) ST A = 1 + 2 5 (3 1 0 . 6 0 F . S . ) ST A = 1 + 5 0 (3 1 6 . 5 9 F . S . ) ST A = 1 + 7 5 (3 1 8 . 6 9 F . S . ) ST A = 2 + 0 0 (3 2 0 . 4 7 F . S . ) ST A = 2 + 2 5 (3 2 2 . 2 3 F . S . ) ST A = 2 + 5 0 (3 2 3 . 4 3 F . S . ) 28 0 . 0 I E O U T 28 4 . 0 I E O U T RETAINING WALL PERSTRUCTURAL SHEETSDETAIL 18 SHEET 18 293.7 TF 303.0 FGBMP PER DETAIL SHEET 2 BMP 2 29 4 . 2 5 I E O U T 307.0 TW 303.0 BW@FG 18" RCP CONCRETEENCASED STORMDRAIN @ 1.0% 29 2 . 6 I E O U T 29 2 . 7 I E I N 18" RCP STORMDRAIN @ 1.9% EXISTING GRADE AT CENTERLINE EXSTING GRADE ATCENTERLINE 308.8 TS 308.8 TS ST A 2 + 3 3 . 8 9 ~ 0 . 0 0 ' R T 36 " X 3 6 " B R O O K S B O X B M P OU T L E T S T R U C T U R E ; 30 3 . 8 3 T G 294.25 FGBOT BMP 2PIPE SLEEVE PER STRUCTURAL DETAILS ST A 0 + 8 1 . 2 2 ~ 0 . 0 0 ' R T 24 " X 2 4 " S T O R M D R A I N CL E A N O U T ; 30 8 . 8 R I M ST A 0 + 3 5 . 6 1 ~ 0 . 0 0 ' R T MO D I F I E D T Y P E - F C A T C H BA S I N P E R S D R S D D - 0 7 28 8 . 6 T G ST A 0 + 1 5 . 5 2 ~ 0 . 0 0 ' R T U- T Y P E H E A D W A L L P E R SD R S D D - 3 4 308.8 FG 18" RCP STORMDRAIN @ 1.9% INSTALL 4'X4' RIP RAPENERGY DISSIPATER PERSDRSD D-40 8 7 6 2:1 M A X ST A 2 + 0 9 . 0 4 ~ 0 . 0 0 ' R T CA U T I O N 8 " P V C P R I V A T E SE W E R M A I N X I N G ST A 1 + 9 8 . 0 2 ~ 0 . 0 0 ' R T CA U T I O N 8 " P V C P U B L I C WA T E R M A I N X I N G 28 4 . 5 I E I N HGL Q100 (UNMIT) Q100 (UNMIT) = 6.82 CFS Q100 (MIT) = 0.14 CFS ST A = 0 + 2 5 (2 9 3 . 9 9 F . S . ) ST A = 0 + 5 0 (2 9 9 . 1 8 F . S . ) ST A = 0 + 7 5 (3 0 2 . 4 9 F . S . ) ST A = 1 + 0 0 (3 0 6 . 0 5 F . S . ) ST A = 1 + 2 5 (3 0 9 . 6 7 F . S . ) ST A = 1 + 5 0 (3 1 2 . 9 3 F . S . ) ST A = 1 + 7 5 (3 1 4 . 8 1 F . S . ) ST A = 2 + 0 0 (3 1 7 . 8 7 F . S . ) 29 2 . 0 I E O U T ST A 0 + 1 4 . 2 9 ~ 0 . 0 0 ' R T U- T Y P E H E A D W A L L P E R SD R S D D - 3 4 INSTALL 4'X4' RIP RAPENERGY DISSIPATER PERSDRSD D-40 29 3 . 9 5 I E O U T 29 4 . 0 5 I E I N ST A 0 + 5 7 . 5 3 ~ 0 . 0 0 ' R T 24 " X 2 4 " S T O R M D R A I N CL E A N O U T ; 30 9 . 8 R I M 2:1 M A X 309.8 TS EXSTING GRADE ATCENTERLINE 18" RCP STORM DRAIN @ 4.6%1 RETAINING WALL PERSTRUCTURAL SHEETS DETAIL 18 SHEET 18 295.0 TF 303.0 FG BMP PERDETAILSHEET 2 BMP 1 307.0 TW 303.0 BW@FG 295.5 FG BOT BMP 1 ST A 1 + 6 2 . 6 6 ~ 0 . 0 0 ' R T TY P E - A S T O R M D R A I N CL E A N O U T P E R S D R S D D - 9 30 6 . 6 R I M ST A 1 + 9 1 . 6 0 ~ 0 . 0 0 ' R T 36 " X 3 6 " B R O O K S B O X B M P OU T L E T S T R U C T U R E ; 30 4 . 5 T G 29 5 . 5 I E O U T 309.8 TS 309.4 FG PIPE SLEEVE PERSTRUCTURAL DETAILS 18" RCP STORM DRAIN @ 1.0%2 18" RCP STORM DRAIN @ 1.5%3 EXISTING GRADE ATCENTERLINE ST A 1 + 4 2 . 1 7 ~ 0 . 0 0 ' R T CA U T I O N 8 " P V C P U B L I C WA T E R M A I N X I N G ST A 1 + 5 3 . 4 8 ~ 0 . 0 0 ' R T CA U T I O N 8 " P V C P R I V A T E SE W E R M A I N X I N G 29 5 . 1 I E O U T 29 5 . 3 I E I N HGL Q100 (UNMIT)Q100 (UNMIT) = 4.8 CFS Q100 (MIT) = 0.17 CFS B R U S H S C A T T E R E D B R U S H S C A T T E R E D B R U S H 320 315 310 30 5 3 0 5 30 0 29 5 290 X X X 307 30 6 2 9 2 2 9 4 2 9 6 2 9 0 307 30 7 SD SD S S S S S S S S S S S S W W W W W W W IRR JT J T J T JT JT JT 1 0 ' 1+00 2+0 0 BMP #1 FG = 303.0 AREA = 2,500 SF ST A . 1 + 6 2 . 6 6 ~ 0 . 0 0 ' R T 30 6 . 6 R I M 29 5 . 2 I E I N 29 5 . 1 I E O U T ST A . 1 + 9 1 . 6 0 ~ 0 . 0 0 ' R T SD L I N E " 1 " B E G I N S D ; 30 4 . 5 T G 29 5 . 5 I E O U T Q1 0 0 ( U N M I T ) = 4 . 7 2 C F S Q1 0 0 ( M I T ) = 0 . 1 1 C F S ST A . 0 + 1 4 . 2 9 ~ 0 . 0 0 ' R T SD L I N E " 1 " E N D S D ; 29 2 . 0 I E O U T Q1 0 0 = 4 . 7 2 C F S ( U N M I T ) Q1 0 0 = 0 . 1 1 C F S ( M I T ) V1 0 0 = 9 . 8 3 F T / S ( U N M I T ) ST A . 0 + 5 7 . 5 3 ~ 0 . 0 0 ' R T 30 9 . 8 3 T G 29 4 . 0 5 I E I N 29 3 . 9 5 I E O U T 6 PVT SD (TYP.); SEE SHEETS 4-9 ST A . 1 + 5 3 . 4 8 ~ 0 . 0 0 ' R T C A U T I O N 8 " P V C P R I V A T E SE W E R M A I N X I N G 7 6 14 15 1 2 3 20 ST A . 1 + 4 2 . 1 7 ~ 0 . 0 0 ' R T CA U T I O N 8 " P V C P U B L I C W A T E R M A I N X I N G T R E E D I R T S C A T T E R E D B R U S H 320 32 0 315310 30 5 30 0 29 5 29 0 28 5 2 8 0 2 7 5 X X X X 3 0 7 2 7 4 2 7 6 2 7 8 2 8 2 2 8 4 2 8 6 2 8 8 2 8 0 2 9 2 2 9 4 2 9 6 2 9 8 2 9 0 3 0 0 3 0 2 3 0 4 3 0 6 2 9 0 3 0 8 SD SDSDSD S S S S S S S S S S W W W W W W JT JT JT JT JT L O T 9 1 9 , 3 7 6 S . F . 0 . 4 4 5 A C . 1 0 ' 2 7 4 2 7 6 2 7 8 2 8 2 2 8 4 28 6 2 8 8 2 8 0 2 9 2 2 9 4 29 6 2 9 8 2 9 0 30 0 3 0 2 30 4 3 0 6 2 9 0 3 0 8 7 15 6 7 8 9 1+00 2+00 ST A . 0 + 8 1 . 2 2 ~ 0 . 0 0 ' R T 30 8 . 8 3 T G 29 2 . 7 I E I N 29 2 . 6 I E O U T ST A . 0 + 1 5 . 5 2 ~ 0 . 0 0 ' R T SD L I N E " 3 " E N D S D ; 28 0 . 0 I E O U T Q1 0 0 = 6 . 4 6 C F S ( U N M I T ) Q1 0 0 = 0 . 0 4 C F S ( M I T ) V1 0 0 = 1 7 . 7 5 F T / S ( U N M I T ) PVT SD (TYP.); SEE SHEETS 4-9 5 4 ST A . 0 + 3 5 . 6 1 ~ 0 . 0 0 ' R T 30 8 . 8 3 T G 28 4 . 5 I E I N 28 4 . 0 I E O U T DEEPEND FOOTING(TYP.); SEE SHEETS 4-9 20 14 20 BMP #2 FG = 303.0 AREA = 3,650 SF SEE STORMDRAIN LINE "4"PER SHEET 12 ST A . 2 + 0 9 . 0 4 ~ 0 . 0 0 ' R T CA U T I O N 8 " P V C P R I V A T E SE W E R M A I N X I N G ST A . 1 + 9 8 . 0 2 ~ 0 . 0 0 ' R T CA U T I O N 8 " P V C P U B L I C WA T E R M A I N X I N G ST A . 2 + 3 3 . 8 9 ~ 0 . 0 0 ' R T SD L I N E " 3 " B E G I N S D ; 30 8 . 8 3 T G 29 4 . 2 5 I E O U T Q1 0 0 ( U N M I T ) = 6 . 4 6 C F S Q1 0 0 ( M I T ) = 0 . 0 4 C F S DI R T T R E E S 320 320 318 316 314 3 1 4 31 2 3 1 0 S S S S S S S S S W W W W W W V E R N E V I E W (P V T ) 5 4 ST A . 0 + 3 3 . 3 7 ~ 0 . 0 0 ' L T SD L I N E " 2 " B E G I N S D ; 31 6 . 2 R I M 31 6 . 1 T C ; 3 1 5 . 4 3 F L 31 2 . 4 3 I E O U T ST A . 0 + 1 0 . 7 0 ~ 0 . 0 0 ' L T 30 3 . 9 3 I E O U T 9 ST A . 0 + 0 8 . 2 1 ~ 0 . 0 0 ' L T SD L I N E " 2 " E N D S D ; 30 3 . 2 5 I E O U T Q1 0 0 = 1 . 1 4 C F S V1 0 0 = 1 4 . 2 6 F T / S 11 5 19 BMP #2 FG = 303.0 AREA = 3,650 SF BMP #1 FG = 303.0 AREA = 2,500 SF ST A = 0 + 2 5 (3 2 1 . 5 9 F . S . ) 31 2 . 4 3 I E O U T 316.65 TS 303.0 FG BMP 2 294.25 FGBOT BMP 2 RETAINING WALL PER STRUCTURAL SHEETS DETAIL 20 SHEET 18 293.7 TF BMP PER DETAIL SHEET 2 307.0 TW 303.0 BW@FG PIPE SLEEVE PER STRUCTURAL DETAILS INSTALL 4'X4' RIP RAP ENERGY DISSIPATERPER SDRSD D-40 316.1 TC315.43 FL 312.5 FG ST A 0 + 1 0 . 7 0 ~ 0 . 0 0 ' R T MO D I F I E D T Y P E - F C A T C H BA S I N P E R S D R S D D - 0 7 30 6 . 5 T G 18" RCP STORMDRAIN @ 45% 18" RCP STORMDRAIN @ 45% 30 4 . 1 8 I E I N 30 3 . 9 3 I E O U T 2:1 M A X ST A 0 + 3 0 . 4 6 ~ 1 . 0 0 ' R T TY P E - B C U R B I N L E T PE R S D R S D D - 2 5 4 HGL Q100 (UNMIT)Q100 (UNMIT) = 1.14 CFS 303.25 IE OUT 24 NF I I I I I I I - -' -r--r--.--r---1--1---1----,----• -r -r -r-- -- -r--.--.--r--1--.----.----1--1--.----.----1--- - - -r--.--.--r--1--.----r---1--1--.----.----I--- - - -.--.--r--r--r -,----r---r--,----,----r---r--- -1--1--- - - -.--.--r--r--.----- -.--.--r--r--.----.----1--1--- -.-- J J I I I I I r-r-.--t--t---~ I 1 -l l t--t-, -l --r---,--r-t--r-r--r--' t--.--.--t--t--r-r-t--t--r-r-t---t~ -t--t--r-.--t--t--r-r-t--t--r-r-t--r-r--t--t---t~, ...-----,~ t--t--r-r-t--t--r--r--t--t--.--t--r-r-I t--r-r-t--t--r--r--t--t--.--.--t-- r-1--r--r--r--r--r--1--T-r--r--t---,--t---1--r--r--,----1--1--r--I H ~r-t-r--r--1--1--r--r--1--1--r--I -r--t---r--,-- ~, - - -t---,--I r--,----,----I I ,----,----I r- ..---.,...._ .,...._ t--r-- - - -r--r--2 ~ -r--r---t--t--....-....-r--------....-+-t--- - - - --+---r--..--r-t--....-....-,----- --r---...__ ~---r....-,------r--r--+--r--r----..--,, ~ --l---;:;_:-_--t_--+-_--<_--+-_---t-_ 1_--r-_--r-;--;--; - -----: ~ I I -+ -+--+--------------------r--r--.----r-r--r--r--r--r--r--.----r---r--r--.----t--r--.----+--t-n--~ r r r-r-r-r-,-r-r-~ ' ~ --,-,-~ r-r-r-r-~ r-YI/ '' -----------[I I U ,J •' C --' -- -• - ,- \ \ i ' :\< \j ' n '' , ' ) ~• r½ '. ' I j / / / j L, ·~ /\_\ ,' , l / /2i r 't -r \ '\;<\~J~ I •\\\\\~ I~ V '.-~-~ I _-/uf --i-l ! -, ~ ,~n / I ' -' I ~ r <;-tt \ \ .'I~'~ • '-" ., ' ._ ,=l=l-J==;i =r ::±:: r *"ii,=;::: -1= =t ,~~ ~~-+Ir--++~ ~y ~):_ ' ~ 1-+ + ~ 'I/ + + ? -f I/ / /., 'J/, 'ti 'Ii 1 , 1 , . 1 , _f ,-v )' ( / / 1 :41t-:))-{"+ + :t . ;111//////7) JJ!//Jl(/4 I I I -if -1 _I ,' !• ,-.,.: ;, ,.. / t-4' / V /, ~"' + + + j;-, ' I I 0 0 0 0 0 0 0 □ -I- 0 0 0 0 0 0 0 /4----_,,_ / l ' r---1--.------ -.--r-- -,--r-r-1i------. - ---. t-r--r--r- +--t---;-- - - -+--I-.,...._ ..--+---.,...._ t : t t r--+---r--t---1--r--r--,----1--r-I -r--r--t---r--r-- ,, v I/ ' L [ L__-----;'----;-' ----,=\fl'i.!:)/: ,- / LJ -----,--- t LL ---r--;--r---r---r---r-r---r---r-r r-r-r--r-,-1;---r-,I;-r----r -r---r---r---r-I r--t--t--r--r- PASCO LARET SUITER 0 □ I I 0 □ 0 0 0 0 E=3~i==========t==1=±=f=3 □~==========--:1===j1 0 0 0 Docusign Envelope ID: 5DD75B7F-38DE-4CFE-BA4E-F36FCA5377F8 7/17/2024 PLSA 3657-01 21 ADS STORM TECH DETAILS REVIEWED BY: DATEINSPECTOR DATE "AS BUILT" CITY OF CARLSBAD RVWD BY:OTHER APPROVAL INITIALDATE SHEET SHEETS APPROVED: DWN BY: CHKD BY: PROJECT NO. DRAWING NO.DATE INITIAL ENGINEER OF WORK DATE INITIAL CITY APPROVALREVISION DESCRIPTION ENGINEERING DEPARTMENT RCE EXP. GRADING PLANS FOR: BAK PA S C O , L A R E T , S U I T E R & A S S O C I A T E S 53 5 N . H W Y 1 0 1 , S U I T E A , S O L A N A B E A C H , C A 9 2 0 7 5 PH : ( 8 5 8 ) 2 5 9 - 8 2 1 2 F A X : ( 8 5 8 ) 2 5 9 - 4 8 1 2 JASON S. GELDERT 63912 9/30/24ENGINEERING MANAGER RCE EXPIRES DATE OCEAN VIEW POINT GR 2021-0043 PUD 15-15CDP 15-53HDP 15-03HMP 15-05 CT 15-07 534 - 6A 14BMP 2 DETAIL BMP 1 DETAIL B R YAN R KN AP P AINROFILACFOETATS REGISTE R ED P R O F ESSIONAL ENG I NEER No. 86542 Exp. 03/31/25 LIVIC A D EWN NF PROJ ECT INFORMATION ENGINEERED PRODUCT TRAVIS ANTONISSEN MANAGER 94~-237-8866 TRAVIS.ANTONISSEN@ADSPIPE.COM ALLAN WARBRICK JNJ& SiteAssist" 76C-330--0746 ADS SALES REP ALLAN.WARBRICK@AOS-PIPE.COM PROJECT NO 5345311 -Advanced Drainage Systems, Inc. FOR STORMTECH INSTALLATION INSTRUCTIONS VISIT OUR APP TWAIN AVENUE SAN DIEGO , CA, USA MC-7200 STORMTECH CHAMBER SPECIFICATIONS IMPORTANT -NOTES FOR THE BIDDING AND INSTALLATION OF MC-7200 CHAMBER SYSTEM ' ' CHAMBERS SHALL BE STORMTECH MC-7200. CHAMBERS SHALL BE ARCH-SHAPED AND SHALL BE MANUFACTURED FROM VIRGIN. IMPACT-MODIFIED POLYPROPYLENE COPOLYMERS. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418. "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" CHAMBER CLASSIFICATION 60x101. CHAMBER ROWS SHALL PROVIDE CONTINUOUS. UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORTS THAT WOULD IMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION. THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL, ANO THE INSTALLATION REQUIREMENTS SHALL ENSURE THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET FOR: 1) LONG-DURATION DEAD LOADS AND 2) SHORT-DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCES ' STORMTECH MC-7200 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED A PRE-GONSTRUCTION MEETING WITH THE INSTALLERS STORMTECH MC-7200 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH MC-7200 CONSTRUCTION GUIDE". CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR EXCAVATOR SITUATED OVER THE CHAMBERS. STORMTECH RECOMMENDS J BACKFILL METHODS: STONESHOOTER LOCATED OFF THE CHAMBER BED. BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE. BACKFILL FROM OUTSIDE THE EXCAVATION USING A LONG BOOM HOE OR EXCAVATOR 4. THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS. 5 JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE. 6 MAINTAIN MINIMUM -9" (230 mm) SPACING BETWEEN THE CHAMBER ROWS. 7, INLET AND OUTLET MANIFOLDS MUST BE INSERTED A MINIMUM OF 12" (300 mm) INTO CHAMBER END CAPS. CHAMBERS SHALL BE DESIGNED, TESTED AND ALLOWABLE LOAD CONFIGURATIONS DETERMINED IN ACCORDANCE WITH ASTM F2787. "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". LOAD CONFIGURATIONS SH/,,LL INCLUDE: 1) INSTANTANEOUS (<1 MIN) AASHTO DESIGN TRUCK LIVE LOAD ON MINIMUM COVER 2) MAXIMUM PERMANENT (75-YR) COVER LOAD AND 3) ALLOWABLE COVER WITH PARKED (1-WEEK) AASHTO DESIGN TRUCK. 8 EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN. CRUSHED. ANGULAR STONE MEETING THE AASHTO M43 DESIGNATION OF #3 OR#4. REQUIREMENTS FOR HANDLING AND INSTALLATION: TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 3", TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT SHALL BE GREATER THAN OR EQUAL TO 450 LBS/FT/%. THE ASC IS DEFINED IN SECTION 6.2.8 OF ASTM F24 18. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73" FI 23" CJ. CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. UPON REQUEST BY THE SITE DESIGN ENGINEER OR OWNER, THE CHAMBER MANUFACTURER SHALL SUBMIT A STRUCTURAL EVALUATION FOR APPROVAL BEFORE DELIVERING CHAMBERS TO THE PROJECT SITE AS FOLLOWS; THE STRUCTURAL EVALUATION SHALL BE SEALED BY A REGISTERED PROFESSIONAL ENGINEER. THE STRUCTURAL EVALUATION SHALL DEMONSTRATE THAT THE SAFETY FACTORS ARE GREATER THAN OR EQUAL TO 1.95 FOR DEAD LOAD AND 1.75 FOR LIVE LOAD. THE MINIMUM REQUIRED BY ASTM F2787 AND BY SECTIONS 3 AND 12.12 OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS FOR THERMOPLASTIC PIPE THE TEST DERIVED CRE EP MODULUS AS SPECIFIED IN ASTM F2418 SHALL BE USED FOR PERMANENT DEAD LOAD DESIGN EXCEPT THAT IT SHALL BE THE 75-YEAR MODULUS USED FOR DESIGN. CHAMBERS ANO ENO CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY. 9 STONE SHALL BE BROUGHT UP EVENLY AROUND CHAMBERS SO AS NOT TO DISTORT THE CHAMBER SHAPE. STONE DEPTHS SHOULD NEVER DIFFER BY MORE THAN 12" (300 mm) BETVI/EEN ADJACENT CHAMBER ROWS. 10 STONE MUST BE PLACED ON THE TOP CENTER OF THE CHAMBER TO ANCHOR THE CHAMBERS IN PLACE AND PRESERVE ROW SPACING 11 THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIAL BEARING CAPACITIES TO THE SITE DESIGN ENGl~EER 12 ADS RECOMMENDS THE USE OF "FLEXSTORM CATCH IT" INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACE STORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF. NOTES FOR CONSTRUCTION EQUIPMENT 1. STORMTECH MC-7200 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH MC-7200 CONSTRUCTION GUIDE". 2. THE USE OF EQUIPMENT OVER MC-7200 CHAMBERS IS LIMITED; NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS. NO RUBBER TIRED LOADER DUMP TRUCK, OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACGORDANCE WITH THE "STORMTECH MC-3500/MC-7200 CONSTRUCTION GUIDE". WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE "STORMTECH MC-7200 CONSTRUCTION GUIDE", FULL 36" (900 mm) OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING. USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO CHAMBERS ANO IS NOT NI ACCEPTABLE BACKFILL METHOD. ANY CHAMBERS DAMAGED BY USING THE "DUMP AND PUSH"' METHOD ARE NOT COVERED UNDER THE STORMTECH STANDARD WARRANTT. ,;,oz, ADS. INC LUNL EPT uAL LAY...,UT -NW BED 42 STORMTECH MC-7200 CHAMBERS 12 STORMTECH MC-7200 END CAPS 12 I ST_ONE ABO',/E (in) 9 STONE BELOW (in) CONCEPTUAL ELEVATIONS -NW BED 12.75 MAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT/UNPAVED) 8.25 MINIMUM ALLOWABLE GRADE (UNPAVED WITH TRAFF1c~,-- 7.75 MINIMUM ALLOWABLE GRADE (UNPAVED NO TRAFFIC) 7,75 MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT) 7.75 MiNIMUM ALLOWABLE GRADE (TOP OF RIGID PAVEMENT) CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT. PART TYPE PREFABRICATED END CAP YLuPLAST (uUTLET) CONNECTION TEM 0 '°" C 'INVERT ABOVE BASE OF CHAMBER DESCRIPTION 18" BOTTOM PARTIAL CUT END CAP. PART#: MC72001EPP18B I TYP OF ALL 18" BOTTOM CONNECTIONS • DIAMETER (DESIGN BY ENGINEER) 18" BOTTOM CONNECTION, ADS N-12 NVERT' MAX FLOW 1.97" 4.0 CFS OUT 1.97" 1 __ <00~-t,% STONE VOID 7.08 TOP OF STONE INSTALLED SYSTEM VOLUME R1cs,,,-,~,0,s,c-~,"'0P-0F MC-n',0,-,----,-,-R- w => z w 12•877 (PERIMETER STONE INCLUDED) '-~,",',-,--'-,.'.','o"rcc!"o'M"c"o',",',"c,"","o',",,-,-,-,-,~------------0 I -3.022 SYSTEM AREA (ft') ' 1 ;;, ~ SYSTEM PERIMETER (ft) 0 75 BOTTOM OF MC-7200 CHAMBER 0.00 BOTTOMOFS TONE z ! I S NO ISOLATORROWPLUS m NO WOVEN GEOTEXTILE ----BED LIMITS - f------------------------86.57'-----------------------i 6.60' 13.19' ---f------19.77' -----+-------26.37" -------+------- !----------------------77.97' ----------------------< f--------------------------79.97" -------------------------< e -I ~IFOLD SIZE TO BE DETERMINED BY SITE DESIGN ENGINEER. SEE TECH NOTE #6.32 FOR MANIFOLD Sl21NG GUIDANCE. ~ ~ DUE TO THE ADAPTATION OF THIS CHAMBER SYSTEM TO SPECIFIC SITE AND DESIGN CONSTRAINTS, IT MAY BE NECESSARY TO CUT AND COUPLE ADDITIONAL PIPE TO STANDARD MANIFOLD ~ t COMPONENTS IN THE FIELD. ~ ~ THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER COVER REQUIREMENTS ARE MET. ! ~ THIS CHAMBER SYSTEM WAS DESIGNED WITHOUT SITE-SPECIFIC INFORMATION ON SOIL CONDITIONS OR BEARING CAPACITY. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ~ o □ 1i DETERMINING THE SUITABILITY OF THE SOIL AND PROVIDING THE BEARING CAPACITY OF THE INSITU SOILS. THE BASE STONE DEPTH MAY BE INCREASED OR DECREASED ONCE THIS INFORMATION ~ ~ ~s pi;.iY~0i&N REFLECTS THE CHAMBER SYSTEM DESIGN BY THE SITE DESIGN ENGINEER USING STORMTECH COMPONENTS, THE SUITABILITY OF THE CHAMBER SYSTEM TO MEET ANY f------,0,-,-"-~il~ FUNCTIONAL REQUIREMENTS ARE THE RESPONSIBILITY OF THE SITE DESIGN ENGINEER. STORMTECH'S SCOPE OF WORK IS LIMITED TO THE ASSEMBLED PRODUCT DIMENSIONS AND SPECIFICATIONS FOR INSTALLATION. 3 OF 8 MC-3500 STORMTECH CHAMBER SPECIFICATIONS CHA MBERS SHALL BE STORMTECH MC-3500. CHAMBERS SHALL BE ARCH-SHAPED AND SHALL BE MANUFACTURED FROM VIRGIN. IMPACT-MODIFIED POLYPROPYLENE CQPOL YMERS. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418. "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" CHAMBER CLASSIFICATION 45><76 DESIGNATION SS CHAMBER ROWS SHALL PROVIDE CONTINUOUS. UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORTS THAT WOULD IMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION. THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL, AND THE INSTALLATION REQUIREMENTS SHALL ENSURE THAT THE LOAD FACTORS SPECIFIED IN THE AASHTQ LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET FOR: 1) LONG-DURATION DEAD LOADS AND 2) SHORT-DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCES CHAMBERS SHALL BE DESIGNED, TESTED AND ALLOWABLE LOAD CONFIGURATIONS DETERMINED IN ACCORDANCE WITH ASTM F2787. "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". LOAD CONFIGURATIONS SHALL INCLUDE: 1) INSTANTANEOUS (<1 MIN) AASHTO DESIGN TRUCK LIVE LOAD ON MINIMUM COVER 2) MAXIMUM PERMANENT (75-YR) COVER LOAD ANO 3) ALLOWABLE COVER WITH PARKED (1 -WEEK) AASHTO DESIGN TRUCK. REQUIREMENTS FOR HANDLING AND INSTALLATION: TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 3", TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT SHALL BE GREATER THAN OR EQUAL TO 450 LBS/FT/%. THE ASC IS DEFINED IN SECTION 6.2.8 OF ASTM F2418. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES {ABOVE 73° FI 23" C). CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. UPON REQUEST BY THE SITE DESIGN ENGINEER OR OWNER, THE CHAMBER MANUFACTURER SHALL SUBMIT A STRUCTURAL EVALUATION FOR APPROVAL BEFORE DELIVERING CHAMBERS TO THE PROJECT SITE AS FOLLOWS; THE STRUCTURAL EVALUATION SHALL BE SEALED BY A REGISTERED PROFESSIONAL ENGINEER. THE STRUCTURAL EVALUATION SHALL DEMONSTRATE THAT THE SAFETY :'ACTORS ARE GREATER THAN OR EQUAL TO 1.95 FOR DEAD LOAD AND 1.75 FOR LIVE LOAD. THE MINIMUM REQUIRED BY ASTM F2787 AND BY SECTIONS 3 AND 12.12 OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS FOR THERMOPLASTIC PIPE THE TEST DERIVED CREEP MODULUS AS SPECIFIED IN ASTM F2418 SHALL BE USED FOR PERMANENT DEAD LOAD DESIGN EXCEPT THAT IT SHALL BE THE 75-YEAR MODULUS USED FOR DESIGN. CHAMBERS ANO ENO CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY. CONCEPTUAL LAYOUT -SE BED 12.50 PART TYPE -3500 END CAPS 6.50 IMPORTANT -NOTES FOR THE BIDDING AND INSTALLATION OF MC-3500 CHAMBER SYSTEM STORMTECH MC-3500 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED A PRE-CONSTRUCTION MEETING WITH THE INSTALLERS STORMTECH MC-3500 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE". CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR AN EXCAVATOR SITUATED OVER THE CHAMBERS. STORMTECH RECOMMENDS J BACKFILL METHODS: STONESHOOTER LOCATED OFF THE CHAMBER BEC·. BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE. BACKFILL FROM OUTSIDE THE EXCAVATION USING A LONG BOOM HOE OR EXCAVATOR 4. THE FOUNDATION STONE SHALL BE LEVELED AND COMP~CTED PRIOR TO PLACING CHAMBERS. 5 JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE. 6 MAINTAIN MINIMUM -6" (150 mm) SPACING BETWEEN THE CHAMBER ROWS 7, INLET AND OUTLET MANIFOLDS MUST BE INSERTED A MINIMUM OF 12" (300 mm) INTO CHAMBER END CAPS. 8 EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN. CRUSHED. ANGULAR STONE MEETING THE AASHTO M43 DESIGNATION OF #3 OR#4. 9 STONE MUST BE PLACED ON THE TOP CENTER OF THE G~AMBER TO ANCHOR THE CHAMBERS IN PLACE AND PRESERVE ROW SPACING 10 THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIALS BEARING CAPACITIES TO THE SITE DESIGN ENGINEER 11 ADS REC OMMENDS THE USE OF "FLEXSTORM CATCH IT" INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACE STORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF NOTES FOR CONSTRUCTION EQUIPMENT 1, STORMTECH MC-3500 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE". 2. THE USE OF EQUIPMENT OVER MC-3500 CHAMBERS IS LIIAITED: NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS. NO RUBBER TIRED LOADER. DUMP TRUCK. OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCE WITH THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE". WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE". 3 FU LL 36" (900 mm) OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING. USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO CHAMBERS AND IS NOT AN ACCEPTABLE BACKFILL METHOD. ANY CHAMBERS DAMAGED BY USING THE ""DUMP AND PUSH"" METHOD ARE NOT COVERED UNDER THE STORMTECH STANDARD WARRANTY. CONTACT STORMTECH AT 1-888--892-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT. 'INVERT ABOVE BASE OF CHAMBER DESCRIPTION NVER MAX FLOW ' ENT): 6.00 PREFABRICATED END CAP 5.00 NYL PLAST ( UTLET) 6.00 UNDERDRAIN TEM 0 '°" ' ' 18" BOTTOM CORED END CAP. PART#: MC35001EPP18BC I TYP OF ALL 18" BOTTOM CONNECTIONS • DIAMETER (DESIGN BY ENGINEER) 1.77" 4.0 CFS OUT w => z w EMV LUMEI F) (PERIMETER STONE INCLUDED) (COVER STONE INCLUDED) 1--~-""''"'"SESTONE INCLUDED) 1404Y TARI I 171.4 Y M ERIMET fl CHAMBER: NECTION INVERT· 3500 CHAMBER: ERT: o,e 5.50 4.50 CONNECTION 0.90 0.75 D.00 0.00 C 6" ADS N-12 DUAL WALL PERFORATED HOPE UNDERDRAIN 0 18" BOTTOM CONNECTION, ADS N-12 1.77" ;;, z 1--------------------34.42' ------------------~+---7.17" ---+---------! f-------------------32.42' ------------------< C S NO ISOLATORROWPLUS m NO WOVEN GEOTEXTILE ----BED LIMITS PASCO LARET SUITER /;I, /":i;\l;\l(()J(C!l":iflE;\l San Diego Solana Beach I Orange County Phone 858.259.8212 I www.plsaengineering.com -...... ---~-.. -. -.-. -...... -- 1 \~ ; ' ::7 ) I L __ _ I\ 0 / . __ _J ____ ~ 5392' ----------------------------" NOTES ~IFOLD SIZE TO BE DETERMINED BY SITE DESIGN ENGINEER. SEE TECH NOTE #6.32 FOR MANIFOLD Sl21NG GUIDANCE. ~ ~ 55.92" ------------------------------------, I DUE TO THE ADAPTATION OF THIS CHAMBER SYSTEM TO SPECIFIC SITE AND DESIGN CONSTRAINTS, IT MAY BE NECESSARY TO CUT AND COUPLE ADDITIONAL PIPE TO STANDARD MANIFOLD ~ t COMPONENTS IN THE FIELD. ~ ~ THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER COVER REQUIREMENTS ARE MET. ! ~ THIS CHAMBER SYSTEM WAS DESIGNED WITHOUT SITE-SPECIFIC INFORMATION ON SOIL CONDITIONS OR BEARING CAPACITY. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ~ o □ 1i DETERMINING THE SUITAB ILITY OF THE SOIL AND PROVIDING THE BEARING CAPACITY OF THE INSITU SOILS. THE BASE STONE DEPTH MAY BE INCREASED OR DECREASED ONCE THIS INFORMATION ~ ~ IS pi;.iY~0i&N REFLECTS THE CHAMBER SYSTEM DESIGN BY THE SITE DESIGN ENGINEER USING STORMTECH COMPONENTS, THE SUITABILITY OF THE CHAMBER SYSTEM TO MEET ANY 1-----,-,c,-,-,-~"-l FUNCTIONAL REQUIREMENTS ARE THE RESPONSIBILITY OF THE SITE DESIGN ENGINEER. STORMTECH'S SCOPE OF WORK IS LIMITED TO THE ASSEMBLED PRODUCT DIMENSIONS AND SPECIFICATIONS FOR INSTALLATION. 4 OF 8 o-----+----+------t-------+-----+------+----1 D D Docusign Envelope ID: 5DD75B7F-38DE-4CFE-BA4E-F36FCA5377F8 7/17/2024 PLSA 3657-01 21 ADS STORM TECH DETAILS REVIEWED BY: DATEINSPECTOR DATE "AS BUILT" CITY OF CARLSBAD RVWD BY:OTHER APPROVAL INITIALDATE SHEET SHEETS APPROVED: DWN BY: CHKD BY: PROJECT NO. DRAWING NO.DATE INITIAL ENGINEER OF WORK DATE INITIAL CITY APPROVALREVISION DESCRIPTION ENGINEERING DEPARTMENT RCE EXP. GRADING PLANS FOR: BAK PA S C O , L A R E T , S U I T E R & A S S O C I A T E S 53 5 N . H W Y 1 0 1 , S U I T E A , S O L A N A B E A C H , C A 9 2 0 7 5 PH : ( 8 5 8 ) 2 5 9 - 8 2 1 2 F A X : ( 8 5 8 ) 2 5 9 - 4 8 1 2 JASON S. GELDERT 63912 9/30/24ENGINEERING MANAGER RCE EXPIRES DATE OCEAN VIEW POINT GR 2021-0043 PUD 15-15CDP 15-53HDP 15-03HMP 15-05 CT 15-07 534 - 6A 15 B R YAN R KN AP P AINROFILACFOETATS REGISTE R ED P R O F ESSIONAL ENG I NEER No. 86542 Exp. 03/31/25 LIVIC A D EWN NF ACCEPTABLE FILL MATERIALS: STORMTECH MC-7200 CHAMBER SYSTEMS MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL COMPACTION/ DENSITY REQUIREMENT CLASS IFI CATIONS FINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS FROM THE PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED 0 TOP OF THE 'G' LAYER TO THE BOTTOM OF FLEXIBLE ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS. "' INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND PAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE THAT CHECK PLANS FOR PAVEMENT SU BG RADE REQUIREMENTS. PREPARATION REQUIREMENTS. PAVEMENT SUB BASE MAY BE PART OF THE 'D' LAYER AASHTO M145' INITIAL FILL: FILL MATERIAL FOR LAYER 'C' STARTS FROM THE GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35% FINES OR A-1, A-2-4, A-3 BEGIN COMP ACTIONS AFTER 24" (600 mm) OF MATERIAL OVER TOP OF THE EMBEDMENT STONE ('B' LAYER) TO 24 " (600 mm) PROCESSED AGGREGATE. THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN ' OS 12• {300 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENT MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FOR SU BB ASE MAY BE A PART OF THE 'C' LAYER LAYER. AASHTO M43' PROCESSED AGGREGATE MATERIALS. 3.357.4,467 5, 56, 57, 6, 67, 66, 7, 78, 8, 89, 9, rn EMBEOMENT STONE: FILL SURROUNDING THE CHAMBERS AASHTO M43' e FROM THE FOUNDATION STONE ("A" LAYER) TO THE 'C" LAYER CLEAN. CRUSHED. ANGULAR STONE '' NO COMPACTION REQUIRED. ABOVE ' FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE CLEAN. CRUSHED, ANGULAR STONE AASHTO M43' PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFAC E.'-" SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER. ,,, PLEASE NOTE: 1 THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE "CLEAN. CRUSHED. ANGULAR NO. 4 (AASHTO M43) STONE". 2. STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9" (230 mm) {MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. 3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED eY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT, FOR SPECIAL LOAD DESIGNS. CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. 4 ONCE LAYER "C' IS PLACED, ANY SOIUMATERIAL CAN BE PLACED IN LAYER "D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUB BASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER "C' OR 'D" AT THE SITE DESIGN ENGINEER"S DISCRETION. PERIMETER STONE (SEE NOTE4) EXCAVATION WALL {CAN BE SLOPED OR VERTICAL) /IDS GEOSYNTHETICS 601T NON-WOVEN GEO TEXTILE ALL AROUND CLEAN, CRUSHED. ANGULAR STONE IN A & B LAYERS PAVEMENT LAYER {DESIGNED BY SITE DESI GN ENGINEER) 12" (300 mm) MIN ao· (1525mm) ,.. (600 mm) MIN' 7 O' {2.1 m) SAA 12" {300 mm) MIN MC-7200 END CAP SUBGRADE SOILS (SEE NQTE3) • ••~ DEPTH OF STONE TO BE DETERMINED , ' BY SITE DESIGN ENGINEER 9" (230 mm) MIN 12" (300 mm) MIN NOTES: CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418. "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" CHAMBER CLASSIFICATION 60>:101 2. MC-7200 CHAMBERS SHALL BE CE SIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER CO LLECTION CHAMBERS". 3. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. 4. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 5. REQUIREMENTS FOR HANDLING AND INSTALLATION; TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL. THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THANT. TO ENSURE THE INTEGRrTY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT SHALL BE GREATER THAN OR EQUAL TO 450 LBS/FT/%. THE ASC IS DEFINED IN SECTION 6.2.8 OF ASTM F2418. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73• FI 23° C). CHAMBERS SHALi_ BE PRODUCED FROM REFLECTIVE GOLD OR YE LLOW COLORS. MC~7200 TECHNICAL SPECIFICATION INTEGRATED DUCTILE IRON FRAME & GRATE/SOLID TO MATCH BASIN 0.D. NYLOPLAST DRAIN BASIN "' 16" {457 mm) MIN WIDTH AASHTO H-20 CONCRETE SLAB 8" (203 mm) MIN THICKNESS 79.1" (2010 mm) INSTALLED 7 83.4" 12120 mm) _J '" VALLEY STIFFENING RIB LOWER JOINT CORRUGATION CREST wrn UPPER JOINT CORRUGATION CREST STIFFENING s,e 12"(610mm)MIN (FOR AASHTO H-20) TRAFFIC LOADS: CONCRETE DIMENSIONS ARE FOR GUIDELINE PUPOSES ONLY ACTUAL CONCRETE SLAB MUST BE DESIGNED GIVING CONSIDERATION FOR LOCAL SOIL CONDITIONS. TRAFFIC LOADING & OTHER APPLICABLE DESIGN FACTORS ♦ BUILD ROW IN THIS DIRECTION FOOT INVERT ACCORDING TO PLANS/TAKE OFF ADAPTER ANGLES VARIABLE o• 360° ACCORDING TO PLANS VARIABLE SUMP DEPTH ACCORDING TO PLANS [6" {152 mm) MIN ON 8-24 " (200-600 mm), 10" (254 mm) MIN ON 30' (750 mm)] t----100.0"{2540 mm) ---S 60.0" (1 524 mm) l I-90.0" {2266 mm) ______j 61.0" (1549mm) J 32.8" {833 mrn) INSTALLED VARIOUS TYPES OF INLET AND OUTLET ADAPTERS AVAILABLE: 4-30" (100-750 mm) FOR CORRUGATED HOPE 4" (102 mm) MIN ON 8-24" {200-000 mm) 6" (152 mm) MIN ON 30" {750 mm) NOMINAL CHAMBER SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH) CHAMBER STORAGE 100.0" X 60.0" X 79.1" (2540 mm X 1524 mm X 2010 mm) WATERTIGHT JOINT (CORRUGATED HOPE SHOWN) BACKFILL MATERIAL BELOW AND TO SIDES OF STRUCTURE SHALL BE ASTM 02321 CLASS I OR II CRUSHED STONE OR GRAVEL AND BE PLACED UNIFORMLY IN 12" (305 mm) LIFTS AND COMPACTED TO MIN OF 90% c:n NOTES 1. 8-30" (200-750 mm) GRATES/SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 2. 12-30" (300-750 mm) FRAMES SHALL BE DUCTILE IRON PER ASTM /1536 GRADE 70-50-05 3 DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS 4. DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM 03212 FOR CORRUGATED HOPE (ADS & HANCOR DUAL WALL) & SOR 35 PVC 5 FOR COMPLETE DESIGN AND PRODUCT INFORMATION; WWW.NYLOPLAST-US.COM 6 TO ORDER CALL; 800-821-6710 A PART# GRATE/SOLID COVER OPTIONS e 2808AG PEDESTRIAN LIGHT STANDARD LIGHT SOLID LIGHT DUTY {200 mm) ocrr o= 10" 2$10AG PEDESTRIAN LIGHT STANDARD LIGHT SOLID LIGHT DUTY {250 mm) ocrr oorr 12" 2812AG PEDESTRIAN STANDARD AASHTO SOLID (300 mm) AASHTO H-10 H-20 AASHTO H-20 15" PEDESTRIAN STANDARD AASHTO SOLID {375mm) 2815AG AASHTO H-10 H-20 AASHTOH-20 18" PEDESTRIAN STANDARD AASHTO SOLID {450 mm) 2818AG AASHTO H-10 H-20 AASHTOH-20 ,.. PEDESTRIAN STANDARD AASHTO SOLID {600 mm) 2824AG AASHTO H-10 H-20 AASHTOH-20 so· 2830AG PEDESTRIAN STANDARD AASHTO SOLID {750 mm) AASHTO H-20 H-20 AASHTOH-20 MINIMUM INSTALLED STORAGE' WEIGHT (NOMINAL) NOMINAL ENO CAf' SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH) END CAP STORAGE MINIMUM INSTALLED STORAGE" WEIGHT (NOMINAL) 175.9 CUBIC FEET {4.98 m') 267.3CUBICFEET {7.56m'J 205 lbs {92.9 kg) 90.0" X 61 .0" X 32.8" 39.5 CUBIC FEET 115.3 CUBIC FEET 90 lbs. {2286 mm X 1549 mm X 833 mm) (1.12m') {J.26 m') {40.8 kg) 'ASSUMES 12• {305 mm) STONE ABOVE, 9" (229 mm) STONE FOUNDATION AND BETWEEN CHAMBERS, 12' (305 mm) STONE PERIMETER IN FRONT OF END CAPS AND 40% STONE POROSITY. PARTIAL CUT HOLES AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B" PARTIAL CUT HOLES AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T" END CAPS WITH A PREFABRICATED WELDED STUB END WITH -W- PART# STUB B C MC72001EPP06T 6"(150 mm) 42.54" {1081 mm) MC72001EPP06B -· 0,86" 122 mm) MC72001EPP08T 8" (200 mm) 40.50" {1029 mm) MC7200IEPP08B . 1.01· {26 mm) MC72001EPP1 0T 36,37" 1975 mm) MC72001EPP10B 10" (250 mm) -· 1.33" {34 mm) MC72001EPP12T 35,69" 1907mm) MC7200IEPP12B 12"(300 mm) 1.55" {39 mm) . MC72001EPP1 5T 15' (375 mm) 32.72" 1831 mm) MC72001EPP15B -· 1.70" {43 mm) MC72001EPP1 8T 29.36" (746 mm) MC72001EPP1 81W MC72001EPP18B 18" (450 mm) MC7200IEPP18BW 1.97" {50 mm) MC72001EPP24T 23.05" (585 mm) MC72001EPP24TW 24" (600 mm) MC72001EPP24B 2.26" (57 mm) MC7200IEPP24BW MC7200IEPP30BW 30" (750 mm) 2.95" (75 mm) MC7200IEPP36BW 36" (900 mm) . 3.25" (83mm) MC7200IEPP42BW 42"(1050mm) 3.55" (90mm) NOTEc ALL DIMENSIONS ARE NOMINAL l_ 38.0" (965mm) CUSTOM PREFABRICATED INVERTS ARE AVAILABLE UPON REQUEST. INVENTORIED MANIFOLDS INCLUDE 12-24" (300-600 mm) SIZE ON SIZE AND 15--48" (375-1200 mm) ECCENTRIC MANIFOLD S. CUSTOM INVERT LOCATIONS ON THE MC-7200 END CAP CUT IN THE FIELD ARE NOT RECOMMENDED FOR PIPE SIZES GREATER THAN 10" (250 mm). THE INVERT LOCATION IN COLUMN 'B' ARE THE HIGHEST POSSIBLE FOR THE PIPE SIZE w => z w ;;, z ! SHEET 5 OF 8 w => z w ;;, z ! @ -;; .. CL 0 >, z SHEET 7 OF 8 ACCEPTABLE FILL MATERIALS: STORMTECH MC-3500 CHAMBER SYSTEMS MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL COMPACTION/ DENS ITY REQUIREMENT CLASSIFICATIONS FINAL FILL: FILL MATERIAL FOR LAYER "D' STARTS FROM THE PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED 0 TOP OF THE "C' LAYER TO THE BOTTOM OF FLEXIBLE ANY SOIUROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS. "' INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND PAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE THAT CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS PREPARATION REQUIREMENTS. PAVEMENT SUB BASE MAY BE PART OF THE 'D' LAYER AASHTO M145' INITIAL FILL: FILL MATERIAL FOR LAYER 'C' STARTS FROM THE GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35% FINES OR A-1, A-2-4, A-3 BEGIN COMP ACTIONS AFTER 24" (600 mm) OF MATERIAL OVER TOP OF THE EMBEDMENT STONE ("B' LAYER) TO 24" (600 mm) PROCESSED AGGREGATE. THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAY ERS IN ' oe 12" {300 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR AB OVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENT MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS WELL GRADED MATERIAL ANO 95% RELATIVE DENSITY FOR SUBB/ISE MAY BE A PART OF THE 'C" LAYER LAYER. AASHTO M43' PROCESSED AGGREGATE MATERIALS. 3,357.4.467,5, 56, 57 , 6, 67, 68, 7, 78, 8, 69, 9, rn EMBEOMENT STONE; FILL SURROUNDING THE CHAMBERS AASHTO M43' " FROM THE FOUNDATION STONE ("A" LAYER) TO THE 'C" LAYER CLE/IN, CRUSHED. ANGULAR STONE ' ' NO COMPACTION REQUIRED. ABOVE ' FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE CLEAN. CRUSHED. ANGULAR STONE AASHTOM43' PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.'-" SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER. ,,, PLEASE NOTE: 1 THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE "CLEAN. CRUSHED. ANGULAR NO. 4 (AASHTO M43) STONE". 2. STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9" (230 mm) {MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. 3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS. CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. 4 ONCE LAYER "C' IS PLACED, ANY SOIUMATERIAL CAN BE PLACED IN LAYER "D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUB BASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER "C' OR 'D" AT THE SITE DESIGN ENGINEER"S DISCRETION. rERIMETER STONE {SEENOTE4) EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) ADS GEOSYNTHETICS 6-01T NON-WOVEN GEOTEXTILE ALL AROUND CLEAN, CRUSHED. ANGULAR STONE IN A & B LAYERS 1:.i" (300 mm) MIN 45" {1143 n,m) 1s· (450 mm) MIN" ••THIS CROSS SECTION DETAIL REPRESENTS MINIMUM REQUIREMENTS FOR INSTALLATION. PLEASE SEE THE LAYOUT SHEET(S) FOR PROJECT SPECIFIC REQUIREMENTS. DEPTH OF STONE TO BE DETERMINED 6" (150 mm) MIN BY SITE DESIGN ENGINEER 9" {230 mm) MIN SUBGRADE SOILS {SEE NOTE 3) (150 mm)MIN 77• {1956 mm) 12• {300 mm) MIN NOTES: CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F24 18, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" CHAMBER CLASSIFICATION 45,76 DESIGNATION SS. 2. MC-3500 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS'. 3. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. 4. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 5. REQUIREMENTS FOR HANDLING AND INSTALLATION; TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, C~AMBERS SHALL HAVE IN TEGRAL, INTERLOCKING STACKING LUGS. TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL. THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THANT. TO ENSURE THE INTEGRITY OF TH E ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO 500 LBS.'FT/%. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73" F 123° C). CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. UNDERDRAIN DETAIL '" MC-3500 TECHNICAL SPECIFICATION '" STORMTECH CHAMBERS STORMTECH STORMTECH CHAMBER VALLEY STIFFENING RIB CREST wee 1----00.0" (2184 mm) ----1 INSTALLED END CAP OUTLET MANIFOLD FOUNDATION STONE BENEATH CHAMBERS ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE STORMTECH END CAP FOUNDATION STONE BENEATH CHAMBERS ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE NUMBER AN D SIZE OF UNDERDRAINS PER SITE DESIGN ENGINEER 4" (100 mm) TYP FOR SC-310 & SC-160LP SYSTEMS 6" (150 mm) TYP FOR SC-740, DC-780. MC-3500, MC-4500 & MC-7200 SYSTEMS 12" (300 mm) MIN INSERTION MANIFOLD STUB MANIFOLD HEADER 0 12" (300 mm) MIN SEPARATION MC-SERIES END CAP INSERTION DETAIL '" 12" (300 mm) MIN INSERTION STORMTECH END CAP NOTE: MANIFOLD STUB MUST BE LAID HORIZONTAL FOR A PROPER FIT IN END CAP OPENING SECTION B-B DUAL WALL PERFORATED HOPE UNOERDRAIN 12"(300 mrn) MIN SEPARATION 0 MANIFOLD HEADER MANIFOLD STUB LOWER JOINT CORRUGATION FOOT UPPER JOINT CORRUGATION BUILD ROW IN THIS DIRECTION ¢ 45.0" {1143 mm) 1 n .o· (1956 mm) NOMINAL CHAMBER SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH) CHAMBER STORAGE MINIMUM INSTALLED STORAGE" WEIGHT NOMINAL END CAP SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH) END CAP STORAGE MINIMUM INSTALLED STORAGE" WEIGHT I ,,0• I I-----(1905 mm) -------1 77.0" X 45.0" X 86.0" 109.9 CUBIC FEET 175.0 CUBIC FEET 1341bs 75.0" X 45.0" X 22.2" 14.9 CUBIC FEET 45.1 CUBIC FEET 49 lbs (1 956 mm X 1143 mm X 2184 mm) {3.11 m') (4.96 m') {60.8 kg) {1905 mm X 1143 mm X 564 mm) (0,42m'J {1.28m') {22.2 kg) •ASSUMES 12" {305 mm) STONE /\BOVE. 9" (229 mm) STONE FOUNDATION. 6" (152 mm) STONE BETWEEN CHAMBERS, 6" (152 mm) STONE PERIMETER IN FRONT OF END CAPS AND 40% STONE POROSITY. PARTIAL CUT HOLES AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B" PARTIAL CUT HOLES AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T" END CAPS WITH A PREFABRICATED WELDED STUB END WITH -W- END CAPS WITH A WELDED CROWN PLATE END WITH "C" PART# STUB B C MC35001EPP06T 6"(150 mm) 33.21" 1844 mm) MC3500IEPP06B . 0.66" (17 mm) MC35001EPP08T 31.16" (791 mm) MC35001EPP08B a· (200 mm) 0.81 '121 mm) -· MC35001EPP10T 29,04" (738 mm) MC3500IEPP10B 10· (250 mm) 0.93" 124 mm) . MC35001EPP12T 12"(300mm) 26.36" (670 mm) MC35001EPP12B -· 1.35" {34 mm) MC35001EPP15T 23,39" (594 mm) MC3500IEPP15B 15" (375 mm) 1.50" {38 mm) . MC35001EPP18TC 20,03" (509 mm) MC35001EPP1 8TW 16" 1450 mm) MC35001EPP18BC ·-1.77"(45mm) MC3500IEPP18BW MC35001EPP24TC 14.48" {368 mm) MC35001EPP24TW 24" (600 mm) MC35001EPP24BC 2.06" (52 mm) ·-MC3500IEPP24BW MC35001EPP30BC 30" (750 mm) 2.75" (70 mm) NOTEc ALL DIMENSIONS ARE NOMINAL 90.0" {2286 mm) I ACTUAL LENGTH ------j 22.2" (564 mm) --I INSTALLED I l_ e 25.7" 1-- (653 mm) CUSTOM PARTIAL CUT INVERTS ARE AVAILABLE UPON REQUEST. INVENTORIED MANIFOLDS INCLUDE 12-24" (300-600 mm) SIZE ON SIZE AND 15-48" (375-1200 mm) ECCENTRIC MANIFOLDS. CUSTOM INVERT LOCATIONS ON THE MC-3500 END CAP CUT IN THE FIELD ARE NOT RECOMMENDED FOR PIPE SIZES GREATER THAN 10" (250 mm). THE INVERT LOCATION IN COLUMN 'B' ARE THE HIGHEST POSSIBLE FOR THE PIPE SIZE 8 8 o-----+----+------t----+----+----+----1 D PASCO LARET SUITER I l'\;'-l;'-l(Ol(C I la\ 7r IE;'-, San Diego Solana Beach I Drange County Phone 858.259.8212 I www.plsaengineering.com D Docusign Envelope ID: 5DD75B7F-38DE-4CFE-BA4E-F36FCA5377F8 7/17/2024 SHEDS SCATTERED BRUSH TREE DIRT DIRT DIRT BRUSH DENSE BRUSH AND TREES SCATTERED BRUSH BRUSH SCATTERED BRUSH SCATTERED BRUSH TREES TREES BRUSH SCATTERED BRUSH SCATTERED BRUSH SCATTERED BRUSH S S WW WW TRASHCAN ASPHALT CONC CONC CONC 6FT CONCRETE BLOCK WALL 325 325325 325 3 2 5 325 3 2 0 3 2 0 3 2 0 32 0 32 0 320 32 0 320 320 320 320 3 2 0 31 5 31 5 315 31 5 31 5 315 315 315 315 31 5 31 5 315 315 3 1 5 315 310 31 0 310 310 310 31 0 31 0 310 310 31 0 310 31 0 3 1 0 31 0 31 0 31 0 31 0 305 30 5 30 5 3 0 5 3 0 5 3 0 5 30 5 30 5 305 305 305 3 0 5 305 305 30 5 305 30 0 30 0 300 30 0 30 0 30 0 300 300 300 30 0 300 3 0 0 30 0 3 0 0 300 30 0 295 2 9 5 29 5 295 2 9 5 29 5 295 295 295 295 295 2 9 5 295 29 5 295 29 5 290 29 0 290 29 0 2 9 0 290 29 0 290 290 2 9 0 290 290 2 9 0 290 2 9 0 285 285 2 8 5 285 285 285 2 8 5 285 2 8 5 285 28 5 2 8 0 28 0 2 8 0 2 8 0 28 0 280 280 2 8 0 280 28 0 275 2 7 5 275 275 27 5 2 7 5 275 2 7 5 270 270 2 7 0 27 0 270 265 26 5 26 5 260 26 0 26 0 25 5 25 5 250 325 324 32 3 32 2 32 1 327.4322.1 322.1 321.9 327.9 328.1 328.7 327.8 TW=334.00 TW=334.66 TW=334.68 TW=334.62 TW=333.96 TW=333.95 280 275 290 285 290 295 305 300 310 3 0 5 3 1 0 3 1 5 3 0 5 3 1 0 300 295 290 305 3 1 5 320 315 3 1 0 325 305 300 295 W W W W W W S S S SSSS S S S S SD S S G G G G SD SD SD SD SD SD SD SD SD SD SD SD S S S W W W W JT JT J T JT J T J T JT JT JT JT JT JT JT JT JT J T J T J T J T J T J T J T J T JT JT JT G GGG TW A I N A V E XXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X SHT 20 11 SH T 2 1 18 S H T 2 0 20 SHT 21 20 S H T 2 0 1 1 SH T 2 0 13 A / 1 3 SH T 2 0 11 SH T 2 0 19 SHT 2 1 18 N 86°51'23" W 1200.09' LOT 13 FF = 310.5 PAD = 309.8 LOT 3 FF = 318.5 PAD = 317.8 LOT 4 FF = 317.5 PAD = 316.8 LOT 5 FF = 317.0 PAD = 316.3 LOT 6 FF = 314.5 PAD = 313.8LOT 7 FF = 312.5 PAD = 311.8 LOT 8 FF = 310.5 PAD = 309.8 LOT 9 FF = 309.5 PAD = 308.83 LOT 10 FF = 309.5 PAD = 308.83 LOT 11 FF = 310.5 PAD = 309.83 LOT 12 FF = 310.5 PAD = 309.8 LOT 14 LOT 14 LOT 14 BMP #1 FG = 303.0 BOT = 295.5 BMP #2 FG = 303.0 BOT = 294.25 BEGIN WALL PER DETAIL 11, SHEET 20318.7 TW@FG317.8 BW316.8 TFH = 1.3' 320.8 TW320.8 TW@FG317.9 BW316.8 TFH = 4.0' BEGIN WALL PER DETAIL 11, SHT 20311.8 TW309.8 TW@FG309.8 BW309.1 TFH = 2.7' 311.8 TW311.8 TW@FG 309.8 BW 309.1 TF H = 2.7' 311.8 TW 311.8 TW@FG309.8 BW307.8 TFH = 4.0' 318.1 TW 317.7 TW@FG317.7 BW316.1 TFH = 2.0' 320.8 TW320.8 TW@FG317.5 BW316.1 TFH = 4.7' 320.8 TW320.6 TW@FG317.5 BW315.4 TFH = 5.4' BEGIN WALL PER DETAIL 11, SHEET 20320.8 TW320.8 TW@FG320.8 BW319.5 TFH = 1.3' 324.8 TW324.8 TW@FG320.8 BW318.8 TFH = 6.0'324.8 TW324.2 TW@FG320.6 BW318.1 TFH = 6.7' END WALL PER DETAIL 11, SHEET 20322.8 TW322.2 TW@FG322.2 BW321.5 TFH = 2.3' 324.2 TW 324.1 TW@FG 320.6 BW 319.5 TFH = 4.7' END WALL PER DETAIL 11, SHT 20311.1 TW309.8 TW@FG309.8 BW307.8 TFH = 3.3' 324.8 TW324.6 TW@FG320.6 BW318.1 TFH = 6.7' 323.5 TW323.0 TW@FG320.8 BW 319.5 TF H = 4.0' 320.8 TW320.3 TW@FG317.7 BW315.4 TFH = 5.4' 320.8 TW320.3 TW@FG317.3 BW316.1 TFH = 4.7' 311.8 TW311.6 TW@FG309.8 BW307.8 TFH = 4.0' 311.8 TW311.2 TW@FG309.7 BW307.8 TFH = 4.0' 311.8 TW311.4 TW@FG309.6 BW307.8 TFH = 4.0' BEGIN WALL PERDETAIL 13, SHT 20 314.6 TW@FG 309.8 BW 308.6 TF H = 6.0' 319.3 TW 318.8 TW@FG 314.5 BW 308.6 TF H = 10.7' 309.7 TW 308.7 TW@FS 303.0 BW@FG 295.0 TF H = 14.7' 307.0 TW303.0 BW293.7 TF H = 13.3' 314.6 TW309.6 BW308.6 TFH = 6.0' BEGIN WALL PER DETAIL 19, SHT 20314.5 TW309.8 BW308.6 TFH = 5.9' 319.9 TW319.0 TW@FG314.6 BW308.6 TFH = 11.3' 314.6 TW309.8 BW308.6 TFH = 6.0' 314.6 TW 309.8 BW 308.6 TF H = 6.0' 309.9 TW309.8 BW308.6 TFH = 1.3' 308.3 TW303.0 BW@FG295.0 TFH = 13.3' 308.3 TW 307.3 TW@FS303.0 BW@FG293.7 TFH = 14.7' 307.0 TW@FG303.0 BW@FG295.0 TFH = 12.0' 307.0 TW306.4 TW@FG303.0 BW293.7 TFH = 13.3' 307.0 TW306.4 TW@FG303.0 BW295.0 TF H = 12.0' 307.7 TW 307.3 TW@FG 303.0 BW 295.0 TFH = 12.7' END WALL PER DETAIL 13, SHT 20 314.6 TW312.5 BW@FS308.6 TFH = 6.5' 311.3 TW 307.3 BW@FG306.6 TFH = 4.7' 312.5 TW 311.7 TW@FG 307.7 BW 306.6 TF H = 5.9' 305.0 TW303.0 BW@FG 293.7 TF H = 11.3' 318.6 TW 317.6 TW@FG 314.6 BW 308.6 TF H = 10.0' 314.6 TW 309.8 BW 308.6 TFH = 6.0' 1 1 1 1 1 1 1 2 2 2 2 2 2 2 3 3 3 3 3 4 4 4 6 6 65 5 7 5 5 8 8 8 888 8 8 6 8 END WALL PER DETAIL 19, SHT 17 314.6 TW 309.8 BW 308.6 TF H = 6.0' 9 9 307.7 TW 307.3 TW@FS 303.0 BW@FG293.7 TFH = 14.0' 4 END WALL DETAIL 20, BEGIN WALL DETAIL 21 308.3 TW 303.0 BW 293.7 TF H = 14.7' 6 MASONRY FREE STANDING WALLPER LS PLANS DWG 534-6L LOT 1 FF = 325.5 PAD = 324.8 BEGIN WALL PER DETAIL 11, SHEET 20325.0 TW@FG325.0 BW323.3 TFH = 1.7' 10END WALL PER DETAIL 11, SHEET 20324.8 TW324.8 BW324.0 TFH = 0.8' 10 COMBINATION FREE STANDING WALL AND FENCE PER LS PLANS DWG 534-6L COMBINATION FREE STANDING WALL AND FENCE PER LS PLANS DWG 534-6LCOMBINATION FREESTANDING WALL AND FENCE PER LS PLANS DWG 534-6L COMBINATION FREE STANDING WALL AND FENCE PER LS PLANS DWG 534-6L 328.0 TW327.2 TW@FG324.6 BW323.3 TFH = 4.7' 328.0 TW327.8 TW@FG324.8 BW323.3 TFH = 4.7' 5' FREE STANDING MASONRYWALL PER LS PLANS DWG534-6L 10 10 S H T 2 0 1 1327.3 TW 327.1 TW@FG 323.5 BW 319.3 TF H = 8.0' 327.3 TW 327.0 TW@FG 327.0 BW 322.6 TFH = 4.7' LOT 2 FF = 321.5 PAD = 320.8 312.5 TW312.1 TW@FS307.3 BW306.6 TFH = 5.9' SH T 2 1 16 11 11 322.8 TW322.8 TW@FG320.8 BW319.5 TFH = 3.3' 1 320.1 TW319.5 TW@FG317.9 BW316.8 TFH = 3.3' 2 COMBINATION FREE STANDING WALL ANDFENCE PER LS PLANS COMBINATION FREE STANDING WALL ANDFENCE PER LS PLANS DWG534-6L WALL DRAINAGE (CRUSHED AGGREGATE, PER SDRSD C-08) 4" FRENCH DRAIN TO OUTLET THROUGH WALL FACE OR CONNECT TO PVT S.D. LEVEL OR SLOPED BACKFILL PER PLAN WATERPROOFING RETAINING WALL PER DETAILS SHEETS 18-21 TW = TOP OF WALL AT FINISHED SURFACE TF = TOP OF FOOTING MIN. EMBEDMENT PER STRUCTURAL PLANS (TYP.) BW = BOTTOM OF WALL AT FINISHED GRADE H = HEIGHT OF WALL FROM TW TO TF X FENCE PER LS PLANS DWG 534-L TW@FG = FINISHED GRADE AT TOP OF WALL Hexp = HEIGHT OFEXPOSED WALL(WHERE NOTED) RETAINING WALL PER DETAILS SHEETS 18-21 TW = TOP OF WALL AT FINISHED SURFACE MIN. EMBEDMENT PER STRUCTURAL PLANS (TYP.) BW = BOTTOM OF WALL AT FINISHED GRADE H = HEIGHT OF WALL FROM TW TO TF Hexp = HEIGHT OFEXPOSED WALL(WHERE NOTED) LEVEL OR SLOPED BACKFILL PER PLAN SEALANT J-DRAIN SWD J-DRAIN 200/220 WATERPROOFING TO TOP OF WALL FENCE PER LS PLANS DWG 534-L REVIEWED BY: DATEINSPECTOR DATE "AS BUILT" CITY OF CARLSBAD RVWD BY:OTHER APPROVAL INITIALDATE SHEET SHEETS APPROVED: DWN BY: CHKD BY: PROJECT NO. DRAWING NO.DATE INITIAL ENGINEER OF WORK DATE INITIAL CITY APPROVALREVISION DESCRIPTION ENGINEERING DEPARTMENT RCE EXP. GRADING PLANS FOR: BAK PA S C O , L A R E T , S U I T E R & A S S O C I A T E S 53 5 N . H W Y 1 0 1 , S U I T E A , S O L A N A B E A C H , C A 9 2 0 7 5 PH : ( 8 5 8 ) 2 5 9 - 8 2 1 2 F A X : ( 8 5 8 ) 2 5 9 - 4 8 1 2 JASON S. GELDERT B R YAN R KN APP AINROFILACFOETATS REGISTE R ED P R O F ESSIONAL ENG I NEER No. 86542 Exp. 03/31/25 LIVIC A D EWN 63912 9/30/24ENGINEERING MANAGER RCE EXPIRES DATE OCEAN VIEW POINT GR 2021-0043 PUD 15-15 CDP 15-53 HDP 15-03 HMP 15-05 CT 15-07 534 - 6A PLAN VIEW - WALL PLAN SCALE: 1" = 30' HORIZONTAL LEGEND PROPERTY LINE RIGHT-OF-WAY LOT LINE ADJACENT LOT LINE CENTER LINE EXISTING CONTOUR RETAINING WALL PER DETAILSSHEETS 15-17 5' FREE STANDING MASONRY WALL PER LS PLANS; SEE DETAIL H, SHEET 10, DWG 534-6L COMBINATION FREE STANDING WALL AND FENCE PER LS PLANS;SEE DETAIL G, SHEET 10, DWG534-6L PLSA 3657-01 16 21 J:\ACTIVE JOBS\3657 RINCON OCEAN VIEW POINT\CIVIL\DRAWING\GRADING PLANS\3657-CV-GRAD-16-WALL-CONTROL.DWG RETAINING WALL DATA TABLE NO.RETAINING WALL LOCATION ONSITE DETAIL 11, SHEET 20 LENGTH WALL DETAIL / SHEET NUMBER 127.5' 129.3' LOT 1 AND LOT 2 SHARED LOT LINE LOT 2 AND LOT 3 SHARED LOT LINE LOT 7 AND LOT 8 SHARED LOT LINE DETAIL 11, SHEET 20 DETAIL 11, SHEET 20121.2' LOT 15 - EAST SIDE OF BMPS 1 AND 2 LOT 15 - WEST SIDE OF BMPS 1 AND 2 DETAIL 20, SHEET 21 DETAIL 18, SHEET 21 SEPARATING BMP 1 AND BMP 2 DETAIL 20, SHEET 2049.4' TIERED WALL SYSTEM - REAR / SIDE YARD OF LOT 13 DETAIL 13A, SHEET 20141.6' SCALE: NOT TO SCALE TYPICAL DETAIL A - RETAINING WALL SCALE: 1" = 30' 0 30 60 90 1 2 3 4 5 6 7 8 187.7' 175.8' AT CUL-DE-SAC OF TWAIN COURT DETAIL 19, SHEET 2094.6' SINGLE WALL SYSTEM - REAR YARD OF LOT 13 8.2'9 DETAIL 19, SHEET 20 RETAINING WALL KEY MAP RETAINING WALL NOTE *FOR ALL WALLS LABELED AS NO.'S 1-3, 10 HMAX RETAINING = 4'-8" 112.4'10 LOT 1 AND NORTHERN SHARED LOT LINE DETAIL 11, SHEET 20 X X 21.7'11 2:1 SLOPE WALL FOR PROP. MANHOLE DETAIL 16, SHEET 21 TEMPORARY EXCAVATION RECOMMENDATIONS FOR LOT 13 RETAINING WALL 1. RECOMMENDATIONS PER GEOTEK, RESPONSE TO GEOTEHNICAL REVIEW COMMENTS DATED 8/24/2023 FOR SLOT CUT AREAS AT RETAINING WALL ON LOT 13. 2. ALL SLOT CUTS WILL BE EXCAVATED, THE FOUNDATION AND RETAINING WALL CONSTRUCTED BEFORE THE NEXT SLOT IS EXCAVATED. THIS DOES NOT INCLUDE THE LOWER PLANTER WALL, WHICH CAN BE CONSTRUCTED IN A CONTINUOUS PHASE UPON COMPLETION TO THERETAINING WALL DESIGNED TO BE CONSTRUCTED AGAINST THE TEMPORARY EXCAVATION.3. ALL TEMPORARY EXCAVATIONS ARE TO BE CONTINUOUSLY MONITORED BY A PROFESSIONAL ENGINEER AND/OR ENGINEERING GEOLOGISTFROM GEOTEK, INC. 4. THE SUBMITTAL OF DAILY FIELD REPORTS PREPARED BY THE GEOTECHNICAL CONSULTANT ARE REQUIRED DOCUMENTING THE WORK PERFORMED AND CONFIRMING THE TEMPORARY CUTS ARE SATISFACTORILY STABLE AS ANTICIPATED IN THEIR REPORTS AND THAT THE SITE IS ACCEPTABLE FOR CONTINUED CONSTRUCTION. 5. THE PREPARATION OF A WRITTEN REPORT AT THE COMPLETION OF EACH OF THE PROPOSED SLOT CUTS IS REQUIRED ATTESTING TO THE TEMPORARY STABILITY OF THE CUTS AND THAT THE SITE IS ACCEPTABLE FOR CONTINUED CONSTRUCTION FROM A TEMPORARY STABILITY ANDSAFETY PERSPECTIVE. SCALE: NOT TO SCALE TYPICAL DETAIL B - TERRACED RETAINING WALL NF 0 0 0 0 0 0 0 0 0 0 0 ---- -·-·-·-·- PASCO LARET SUITER I fe\~~ij/C!#\l!E~ San Diego I Encinitas I Orange County Phone 858.259.82121 www.plsaengineering.com E=i=±=========+=t==t==t==1~□~l~========~l-===I ==,I E==i==±===============t===t==t===t=~~====,r=======,jr=~ -II II Docusign Envelope ID: 5DD75B7F-38DE-4CFE-BA4E-F36FCA5377F8 7/17/2024 PLSA 3657-01 17 J:\ACTIVE JOBS\3657 RINCON OCEAN VIEW POINT\CIVIL\DRAWING\GRADING PLANS\3657-CV-GRAD-17-NOTES.DWG 21 MITIGATION MONITORING AND REPORTING PROGRAM NOTES BIO-1A MINIMUM 67% OF THE TOTAL DIEGAN COASTAL SAGE SCRUB ONSITE (10.18 ACRES) SHALL BE CONSERVED WITHIN THE PROJECT OPEN SPACE LOT. BIO-275% OF THE PROJECT GROSS LAND AREA SHALL BE PRESERVED AND PROTECTED BY AN OPEN SPACE EASEMENT. BIO-3A MINIMUM 20-FOOT UPLAND BUFFER SHALL BE ESTABLISHED BETWEEN THE DEVELOPMENT ANDTHE ONSITE PRESERVE. BIO-4IMPACTS TO 4.13 ACRES OF COASTAL SAGE SCRUB (CSS) SHALL BE MITIGATED AT A MINIMUM 2:1RATIO, INCLUDING A 1:1 CREATION/SUBSTANTIAL RESTORATION COMPONENT. MITIGATION SHALL CONSIST OF 6.17 ACRES OF CREATION/SUBSTANTIAL RESTORATION OF CSS HABITAT (MEETING THE NO-NET-LOSS STANDARD) AND 18.63 ACRES OF OFF-SITE ENHANCEMENT (RESULTING IN 2.49 ACRES OF ENHANCEMENT CREDIT) OF CSS. ALL MITIGATION SHALL OCCUR WITHIN THE COASTAL ZONE ONSITE AND OFFSITE. A. ONSITE MITIGATION CONSISTS OF 0.11 ACRE OF CREATION/SUBSTANTIAL RESTORATION AND 0.45ACRE OF RESTORATION. B. OFFSITE MITIGATION CONSISTS OF: i. EMERALD POINTE PRESERVE (APN 212-250-16-00), 0.87 ACRE OF CREATION/SUBSTANTIAL RESTORATION AND 0.49 ACRE OF RESTORATION/ENHANCEMENT. ii. SHOREPOINTE PRESERVE (APN 215-074-22-00), 3.27 ACRES OF CREATION/SUBSTANTIAL RESTORATION AND 1.23 ACRES OF RESTORATION/ENHANCEMENT. iii. BATIQUITOS LAGOON ECOLOGICAL RESERVE (MITSUUCHI PROPERTY, APN 216-121-17-00), 1.92 ACRES OF CREATION/SUBSTANTIAL RESTORATION AND 0.32 ACRE OFRESTORATION/ENHANCEMENT. REVIEWED BY: DATEINSPECTOR DATE "AS BUILT" CITY OF CARLSBAD RVWD BY:OTHER APPROVAL INITIALDATE SHEET SHEETS APPROVED: DWN BY: CHKD BY: PROJECT NO. DRAWING NO.DATE INITIAL ENGINEER OF WORK DATE INITIAL CITY APPROVALREVISION DESCRIPTION ENGINEERING DEPARTMENT RCE EXP. GRADING PLANS FOR: BAK PA S C O , L A R E T , S U I T E R & A S S O C I A T E S 53 5 N . H W Y 1 0 1 , S U I T E A , S O L A N A B E A C H , C A 9 2 0 7 5 PH : ( 8 5 8 ) 2 5 9 - 8 2 1 2 F A X : ( 8 5 8 ) 2 5 9 - 4 8 1 2 JASON S. GELDERT B R YAN R KN AP P AINROFILACFOETATS REGISTE R ED P R O F ESSIONAL ENG I NEER No. 86542 Exp. 03/31/25 LIVIC A D EWN 63912 9/30/24ENGINEERING MANAGER RCE EXPIRES DATE OCEAN VIEW POINT GR 2021-0043 PUD 15-15CDP 15-53HDP 15-03HMP 15-05 CT 15-07 534 - 6A BIO-5PRIOR TO FINAL MAP APPROVAL, OR ISSUANCE OF A GRADING PERMIT OR CLEARING OF ANYHABITAT, WHICHEVER OCCURS FIRST, THE DEVELOPER SHALL TAKE THE FOLLOWING ACTIONS TOTHE SATISFACTION OF THE CITY AND RESOURCE AGENCIES IN RELATION TO THE ONSITE OPEN SPACE LOT AND OFFSITE MITIGATION AREAS WHICH ARE BEING CONSERVED FOR NATURAL HABITAT IN THE CONFORMANCE WITH THE CITY’S HABITAT MANAGEMENT PLAN: a.THE MITSUUCHI PROPERTY (ADJACENT TO THE BATIQUITOS LAGOON ECOLOGICAL RESERVE) WAS PURCHASED WITH FEDERAL ENDANGERED SPECIES ACT SECTION 6 GRANT FUNDING, ALLOCATED BY THE CALIFORNIA WILDLIFE CONSERVATION BOARD (WCB) WITH MATCHING FUNDING FROM THE CALIFORNIA COASTAL CONSERVANCY. THE SUBGRANT DEED FOR THIS PROPERTY STATES THATTHE PROPERTY CANNOT BE USED FOR MITIGATION. HOWEVER, THE SUBGRANT AGREEMENT CANBE AMENDED TO ALLOW MITIGATION AT THE DISCRETION OF THE CALIFORNIA COASTAL CONSERVANCY AND THE WCB. PRIOR TO APPROVAL OF THIS PROPERTY BEING USED TO SATISFY SUBSTANTIAL RESTORATION/RESTORATION MITIGATION OBLIGATIONS OF THE PROJECT, (I) THE LANDOWNER/DEVELOPER MUST PROVIDE DOCUMENTATION FROM THE CALIFORNIA COASTAL CONSERVANCY AND WCB STATING THAT THE SUBGRANT DEED HAS BEEN AMENDED TO ALLOW PROJECT-RELATED MITIGATION ON THE MITSUUCHI PROPERTY, AND (II) CALIFORNIA COASTAL COMMISSION MUST APPROVE THE MITIGATION AS A REQUIREMENT OF THE COASTALDEVELOPMENT PERMIT. b.SUBMIT A FINAL MITIGATION PLAN (CONCEPTUAL RESTORATION PLAN) FOR ALL ONSITE AND OFFSITE MITIGATION AREAS. THIS PLAN, INCLUDING ON-THE-GROUND VERIFICATION, MUST BE APPROVED BY THE CITY AND RESOURCE AGENCIES. c.SELECT A CONSERVATION ENTITY FOR EACH OFFSITE MITIGATION AREA AND ONSITE OPEN SPACE LOT, SUBJECT TO APPROVAL BY THE CITY, THAT POSSESSES QUALIFICATION TO MANAGE THESE AREAS FOR CONSERVATION PURPOSES. d.SUBMIT A FINAL A PRESERVE MANAGEMENT PLAN FOR EACH OFFSITE MITIGATION AREA ANDONSITE OPEN SPACE LOT, WHICH SHALL ENSURE ADEQUATE MANAGEMENT OF THESE AREAS INPERPETUITY. e.SUBMIT A PROPERTY ANALYSIS RECORD (PAR) OR OTHER METHOD ACCEPTABLE TO THE CITYFOR ESTIMATING THE COSTS OF MANAGEMENT AND MONITORING OF EACH OFFSITE MITIGATION AREA AND ONSITE OPEN SPACE LOT IN PERPETUITY IN ACCORDANCE WITH THE REQUIREMENTS OF THE HMP. ALTHOUGH EMERALD POINTE IS ALREADY FUNDED FOR LONG-TERM MANAGEMENT, ADDITIONAL LONG-TERM FUNDING FOR THE MITIGATION AREA ASSOCIATED WITH THE OCEAN VIEW POINTE PROJECT SHALL BE REQUIRED TO MAINTAIN THIS AREA TO HMP STANDARDS. THE MITSUUCHI PROPERTY SHALL ALSO REQUIRE ADDITIONAL MANAGEMENT FUNDING TO INSURE THEAREA IS MANAGED TO HMP STANDARDS. f.BASED ON THE RESULTS OF THE FINAL PAR FOR EACH MITIGATION AREA/OPEN SPACE LOT, FUNDNON-WASTING ENDOWMENTS IN AN AMOUNT SUFFICIENT FOR MANAGEMENT AND MONITORING OF THE OFFSITE MITIGATION AREAS AND ONSITE OPEN SPACE LOT IN PERPETUITY BASED ON THE APPROVED PAR/COST ESTIMATE. SEPARATE FUNDS MUST BE ESTABLISHED FOR EACH PRESERVE (I.E., OCEAN VIEW POINTE, SHOREPOINTE, EMERALD POINTE, AND MITSUUCHI). LONG-TERM MANAGEMENT FUNDS FOR MITIGATION AREAS THAT ALREADY HAVE AN ESTABLISHED ENDOWMENT ACCOUNT CAN BE PAID INTO THAT EXISTING ACCOUNT. g.OBTAIN APPROVAL OF THE UNITED STATES FISH AND WILDLIFE SERVICE (USFWS), CALIFORNIADEPARTMENT OF FISH AND WILDLIFE (CDFW), AND CALIFORNIA COASTAL COMMISSION (CCC) FORTHE RESTORATION PLAN(S), PRESERVE MANAGEMENT PLANS, PARS, AND ENDOWMENTS FOR ALL ONSITE AND OFFSITE MITIGATION AREAS/OPEN SPACE LOT CONSISTENT WITH THE MOST CURRENT BIOLOGICAL RESOURCES LETTER REPORT AND IMPACT ANALYSIS, OR AS OTHERWISE APPROVED BY THE CITY, USFW, CDFW, AND CCC. h.PERMANENTLY PROTECT ALL MITIGATION AREAS BY ESTABLISHING CONSERVATION EASEMENTS, AS DEFINED IN CALIFORNIA CIVIL CODE SECTION 815.1, OVER ALL OFFSITE MITIGATION AREAS ANDTHE ONSITE OPEN SPACE LOT FOR THE CONSERVATION, PROTECTION, AND MANAGEMENT OFNATIVE SPECIES AND HABITATS CONSISTENT WITH THE HMP AND APPROVED BY THE RESOURCEAGENCIES AND THE CITY. PROOF OF RECORDATION SHALL BE PROVIDED TO THE JURISDICTIONAL CITY PRIOR TO LAND DISTURBANCE. BIO-6TO MITIGATE FOR INDIRECT IMPACTS TO VEGETATION COMMUNITIES THE FOLLOWING MEASURES SHALL BE NOTED ON THE GRADING PLANS AND IMPLEMENTED AS PART OF THIS PROJECT: a.ALL SITE PREPARATION AND CONSTRUCTION ACTIVITIES SHALL INCORPORATE STANDARDBMPS, INCLUDING, BUT NOT LIMITED TO, STRAW BALES, GRAVEL BAGS, SAND BAGS, THE PERIODICWATERING OF BARE AREAS, AND THE DIRECTION OF CONSTRUCTION AREA DRAINAGE TO EXISTING STORM DRAIN FACILITIES. b. DURING CONSTRUCTION, MATERIAL STOCKPILES SHALL BE PLACED SUCH THAT THEY CAUSE MINIMAL INTERFERENCE WITH ON-SITE DRAINAGE PATTERNS. SILT FENCING AND OTHER SILT CONTAINMENT DEVICES SHALL BE INSTALLED, WHERE NECESSARY, TO PREVENT OFF-SITE TRANSPORT OF SEDIMENT AND POLLUTANTS. c.EQUIPMENT STORAGE, FUELING, AND STAGING AREAS SHALL BE LOCATED ON DISTURBEDUPLAND SITES WITH MINIMAL RISK OF DIRECT DRAINAGE INTO SENSITIVE HABITATS. THESEDESIGNATED AREAS SHALL BE LOCATED IN SUCH A MANNER AS TO PREVENT ANY RUNOFF FROM ENTERING SENSITIVE HABITAT. ALL NECESSARY PRECAUTIONS SHALL BE TAKEN TO PREVENT THE RELEASE OF CEMENT OR OTHER TOXIC SUBSTANCES INTO SURFACE WATERS. ALL PROJECT-RELATED SPILLS OF HAZARDOUS MATERIALS SHALL BE REPORTED TO THE CITY AND SHALL BE CLEANED UP IMMEDIATELY, AND CONTAMINATED SOILS SHALL BE REMOVED TO APPROVED DISPOSAL AREAS. d.NO PLANT SPECIES LISTED AS PROBLEMATIC AND/OR INVASIVE BY THE CALIFORNIAINVASIVE PLANT COUNCIL (FORMERLY THE CALIFORNIA EXOTIC PEST PLANT COUNCIL) OR STATE OFCALIFORNIA SHALL BE EMPLOYED OR ALLOWED TO NATURALIZE OR PERSIST ON THE SITE. NO PLANT SPECIES LISTED AS A “NOXIOUS WEED” BY THE STATE OF CALIFORNIA OR FEDERAL GOVERNMENT SHALL BE USED IN THE PROPERTY. THESE REQUIREMENTS SHALL BE REFLECTED ON THE FINAL LANDSCAPE PLANS AND PROJECT CC&R’S. e.A QUALIFIED CITY-APPROVED PROJECT BIOLOGIST SHALL BE RETAINED TO REVIEW GRADING PLANS (E.G., ALL ACCESS ROUTES AND STAGING AREAS) AND MONITOR CONSTRUCTIONACTIVITIES THROUGHOUT THE DURATION OF THE PROPOSED PROJECT TO ENSURE THAT ALLPRACTICABLE MEASURES ARE BEING EMPLOYED TO AVOID INCIDENTAL DISTURBANCE OF HABITATAND ANY TARGET SPECIES OF CONCERN OUTSIDE THE PROJECT FOOTPRINT BIO-7A WATER POLLUTION AND EROSION CONTROL PLAN THAT DESCRIBES SEDIMENT AND HAZARDOUS MATERIALS CONTROL, DEWATERING OR DIVERSION STRUCTURES, FUELING AND EQUIPMENT MANAGEMENT PRACTICES, AND OTHER FACTORS DEEMED NECESSARY BY REVIEWING AGENCIES SHALL BE DEVELOPED TO MITIGATE ANY POTENTIAL IMPACTS TO SPECIAL-STATUS PLANTSOCCURRING WITHIN THE IMPACT FOOTPRINT. EROSION CONTROL MEASURES SHALL BEMONITORED ON A REGULARLY SCHEDULED BASIS, PARTICULARLY DURING TIMES OF HEAVY RAINFALL. CORRECTIVE MEASURES SHALL BE IMPLEMENTED IN THE EVENT EROSION CONTROL STRATEGIES ARE INADEQUATE. SEDIMENT/EROSION CONTROL MEASURES SHALL BE CONTINUED AT THE PROJECT SITE UNTIL SUCH TIME AS THE REVEGETATION EFFORTS ARE SUCCESSFUL AT SOIL STABILIZATION. BIO-8THE FOOTPRINT OF DISTURBANCE TO NUTTALL’S SCRUB OAK SHALL BE MINIMIZED TO THE MAXIMUM EXTENT FEASIBLE AND SHALL BE SPECIFIED IN THE CONSTRUCTION PLANS.CONSTRUCTION LIMITS SHALL BE DELINEATED WITH ORANGE FENCING, WHICH SHALL BEMAINTAINED UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES. ALL EMPLOYEES SHALL BE INSTRUCTED THAT THEIR ACTIVITIES, VEHICLES, EQUIPMENT, AND CONSTRUCTION MATERIALS ARE RESTRICTED TO THE PROPOSED PROJECT FOOTPRINT, DESIGNATED STAGING AREAS, AND ROUTES OF TRAVEL. BIO-9TO AVOID DIRECT AND INDIRECT IMPACTS TO SPECIAL-STATUS WILDLIFE SPECIES, THE FOLLOWINGMEASURES SHALL BE NOTED ON THE GRADING PLANS AND IMPLEMENTED AS PART OF THIS PROJECT: a. DURING PROJECT CONSTRUCTION, LIGHTING IN OR ADJACENT TO THE CONSERVED AREA SHALL NOT BE USED, EXCEPT WHERE ESSENTIAL FOR ROADWAY, FACILITY USE, AND SAFETY. IF NIGHTTIME CONSTRUCTION LIGHTS ARE NECESSARY, ALL LIGHTING ADJACENT TO NATURAL HABITAT SHALL BE SHIELDED AND/OR DIRECTED AWAY FROM HABITAT. b.TO AVOID ATTRACTING PREDATORS OF THE TARGET SPECIES OF CONCERN, THE PROJECTSITE SHALL BE KEPT AS CLEAN OF DEBRIS AS POSSIBLE. ALL FOOD-RELATED TRASH ITEMS SHALLBE ENCLOSED IN SEALED CONTAINERS AND REGULARLY REMOVED FROM THE SITE. PETS OF PROJECT PERSONNEL SHALL NOT BE ALLOWED ON SITE WHERE THEY MAY COME INTO CONTACT WITH ANY LISTED SPECIES. c.A QUALIFIED CITY-APPROVED PROJECT BIOLOGIST SHALL CONDUCT A TRAINING SESSION FOR ALL PROJECT DEVELOPMENT PERSONNEL PRIOR TO PROPOSED ACTIVITIES. AT A MINIMUM, THE TRAINING SHALL INCLUDE A DESCRIPTION OF THE TARGET SPECIES OF CONCERN AND ITSHABITATS, THE GENERAL PROVISIONS OF THE FEDERAL ENDANGERED SPECIES ACT (FESA) ANDTHE CARLSBAD HABITAT MANAGEMENT PLAN (HMP), THE NEED TO ADHERE TO THE PROVISIONS OFFESA AND THE CARLSBAD HMP, THE PENALTIES ASSOCIATED WITH VIOLATING THE PROVISIONS OF FESA, THE GENERAL MEASURES THAT ARE BEING IMPLEMENTED TO CONSERVE THE TARGET SPECIES OF CONCERN AS THEY RELATE TO THE PROJECT, ACCESS ROUTES, AND PROJECT SITE BOUNDARIES WITHIN WHICH THE PROJECT ACTIVITIES MUST BE ACCOMPLISHED. d.THE MONITORING BIOLOGIST SHALL BE ON SITE DURING ANY INITIAL CLEARING OF HABITAT (ANNUAL GROUND COVER, SHRUBS, OR TREES). THE MONITORING BIOLOGIST SHALL FLUSHSENSITIVE SPECIES (AVIAN OR OTHER MOBILE SPECIES) FROM OCCUPIED HABITAT AREASIMMEDIATELY PRIOR TO BRUSH-CLEARING AND EARTH-MOVING ACTIVITIES. e.IF DEAD OR INJURED LISTED SPECIES ARE LOCATED, INITIAL NOTIFICATION MUST BE MADE WITHIN THREE (3) WORKING DAYS, IN WRITING, TO THE USFWS DIVISION OF LAW ENFORCEMENT IN TORRANCE, CALIFORNIA, AND BY TELEPHONE AND IN WRITING TO THE APPLICABLE JURISDICTION, THE CARLSBAD FIELD OFFICE OF UNITED STATES FISH AND WILDLIFE SERVICE, AND THE CALIFORNIA DEPARTMENT OF FISH AND WILDLIFE. f.EXOTIC SPECIES THAT PREY ON OR DISPLACE TARGET SPECIES OF CONCERN SHOULD BEPERMANENTLY REMOVED FROM THE SITE. BIO-10PRIOR TO THE ISSUANCE OF A NOTICE TO PROCEED FOR A SUBDIVISION, OR ANY CONSTRUCTIONPERMITS, SUCH AS DEMOLITION, GRADING, OR BUILDING, OR BEGINNING ANY CONSTRUCTION-RELATED ACTIVITY, THE CITY SHALL VERIFY THAT THE FOLLOWING PROJECT REQUIREMENTS REGARDING NESTING RAPTORS, LISTED SPECIES, AND MIGRATORY BIRDS ARE SHOWN ON THE CONSTRUCTION PLANS: a. NO CLEARING, GRUBBING, GRADING, OR OTHER CONSTRUCTION ACTIVITIES SHALL OCCUR IN COASTAL CALIFORNIA GNATCATCHER HABITAT BETWEEN MARCH 15 AND AUGUST 15. BETWEENMARCH 15 AND AUGUST 15, CONSTRUCTION NOISE LEVELS SHALL NOT EXCEED 60 DB(A) HOURLYAVERAGE WITHIN 500 FEET OF OCCUPIED COASTAL CALIFORNIA GNATCATCHER HABITAT.CONSTRUCTION NOISE SHALL BE MONITORED TO MAINTAIN A THRESHOLD AT OR BELOW 60 DB(A) HOURLY AVERAGE SOUND LEVEL WITHIN 500 FEET OF OCCUPIED COASTAL CALIFORNIA GNATCATCHER BREEDING HABITAT. IF NOISE LEVELS SUPERSEDE THE THRESHOLD, THE CONSTRUCTION ARRAY SHALL BE CHANGED, OR NOISE ATTENUATION MEASURES SHALL BE IMPLEMENTED TO ENSURE THAT NOISE LEVELS DO NOT EXCEED THE THRESHOLD. b.FOR OTHER BIRD SPECIES, VEGETATION CLEARING, AND CONSTRUCTION SHOULD BEAVOIDED DURING THE BREEDING SEASON BETWEEN JANUARY 1 TO AUGUST 30. IF THE NESTINGSEASON CANNOT BE AVOIDED, A QUALIFIED BIOLOGIST SHALL CONDUCT A PRE-CONSTRUCTIONSURVEY TO DETERMINE THE PRESENCE OR ABSENCE OF NESTING BIRDS WITHIN THE PROPOSED AREA WITHIN THREE CALENDAR DAYS PRIOR TO THE START OF CONSTRUCTION ACTIVITIES, INCLUDING THE REMOVAL OF VEGETATION. c.IF NESTS ARE LOCATED, THEY SHALL BE FENCED WITH A PROTECTIVE BUFFER AROUND THE NEST. THE BUFFER WIDTH FOR NESTS OF RAPTORS SHALL BE 500 FEET. THE BUFFER WIDTH FOR NESTS OF OTHER BIRD SPECIES SHALL BE DETERMINED BY A QUALIFIED BIOLOGIST BASED ON SPECIESBIOLOGY AND APPROVED BY THE CITY. ALL CONSTRUCTION ACTIVITY SHALL BE PROHIBITEDWITHIN THE PROTECTIVE BUFFER. BIO-11NO EXPOSED WOOD SHALL BE ALLOWED THROUGHOUT THE PROJECT, INCLUDING GATES, FENCES, DECKS, ETC. RESIDENCES SHALL BE CONSTRUCTED WITH A CLASS-A TYPE ROOF, WITH NO VENTS INSTALLED ALONG THE WESTERLY SIDE. RESIDENCES SHALL INCLUDE INTERIOR FIRE SPRINKLERS INSTALLED TO THE SATISFACTION OF THE CARLSBAD FIRE DEPARTMENT. PARKING AREAS AND DRIVEWAYS SHALL BE SITED AND DESIGNED TO ALLOW FOR ADEQUATE FIRE DEPARTMENT ACCESS.NO FIRE BUFFER IMPACTS OR VEGETATION THINNING SHALL OCCUR WITHIN THE PRESERVED OPENSPACE (CONSERVATION EASEMENT) AREAS. THESE REQUIREMENTS SHALL BE REFLECTED ON THE FINAL LANDSCAPE PLANS, BUILDING PLANS AND PROJECT CC&R’S. BIO-12TO PREVENT THE LOSS OF VEGETATIVE COVER AND ADDRESS SLOPE STABILIZATION, THE PROJECT DEVELOPER SHALL PROHIBIT BARE SURFACE GRADING FOR FIRE CONTROL ON SLOPES. THE PROJECT DEVELOPER SHALL ALSO ENSURE THAT ALL AREAS OF HABITAT REVEGETATION ARE PLANTED WITH APPROPRIATE LANDSCAPING AND ADEQUATELY STABILIZED (E.G. WITH A SOIL BINDER) AFTER PLANTING TO MINIMIZE SURFACE EROSION. FINALLY, THE PROJECT DEVELOPERSHALL ENSURE THAT SURFACE DRAINAGE DIRECTED TO THE PRESERVE AREAS MAINTAINS THEEXISTING STORM WATER RUNOFF RATE, RUNOFF VOLUME, DISCHARGE PATTERN AND IS TREATED AND/OR DETAINED BY APPROPRIATE STORM WATER POLLUTION CONTROL TREATMENT FACILITIES. THESE REQUIREMENTS SHALL BE REFLECTED ON BOTH THE FINAL GRADING AND LANDSCAPE PLANS. BIO-13TEMPORARY HABITAT PROTECTION FENCING SHALL BE INSTALLED TO PROTECT THE HABITAT DURING GRADING AND CONSTRUCTION ACTIVITIES. A QUALIFIED CITY-APPROVED PROJECT BIOLOGIST SHALL ESTABLISH THE LIMITS OF THE SENSITIVE HABITAT IN THE FIELD PRIOR TOGRADING. THE PROJECT BIOLOGIST SHALL ALSO VERIFY IN WRITING THAT THE HABITATPROTECTION FENCE HAS BEEN APPROPRIATELY PLACED AND IS ADEQUATELY FUNCTIONING DURING SITE GRADING. ONCE GRADING AND CONSTRUCTION IS COMPLETED, THE TEMPORARY FENCE SHALL BE REMOVED AND A PERMANENT FENCE TO PREVENT ACCESS TO CONSERVED AREAS BY DOMESTICATED ANIMALS (SPECIFICALLY CATS) SHALL BE INSTALLED IN AN APPROVED LOCATION. THE PROJECT FENCING SHALL RESTRICT DIRECT HUMAN ACCESS TO THE HMP PRESERVE AREA, YET STILL ALLOW FOR SENSITIVE SPECIES TO MIGRATE WITHIN THE ENTIRE HMP PRESERVE SYSTEM. THE PROJECT SHALL INSTALL SIGNS TO EDUCATE THE PUBLIC ABOUT THEGOALS OF THE HMP PRESERVE AND THAT PROHIBIT PUBLIC ACCESS TO IT. SIGNS SHALL BELIMITED ENOUGH TO PREVENT DISTURBANCE TO SENSITIVE SPECIES. THESE REQUIREMENTS SHALL BE REFLECTED ON THE FINAL GRADING, LANDSCAPE AND BUILDING PLANS. BIO-14PROJECT LIGHTING IN THE BACK YARDS ADJACENT TO THE HMP PRESERVE AREAS SHALL BE OF THE MINIMUM NECESSARY FOR SAFETY AND SECURITY AND SHALL BE SHIELDED AND DIRECTED TO SHINE DOWNWARD AND NOT INTO THE HMP PRESERVE. THIS REQUIREMENT SHALL BE REFLECTED ON THE FINAL LANDSCAPE PLANS, BUILDING PLANS AND PROJECT CC&R’S. BIO-15THE PROJECT DEVELOPER SHALL EDUCATE HOMEOWNERS REGARDING RESPONSIBLE PETOWNERSHIP (E.G., KEEPING PETS INDOORS, SPAYING/NEUTERING PETS, AND NOT RELEASING PETSINTO THE WILD) AND INCLUDE INFORMATION REGARDING THE POTENTIAL ADVERSE EFFECTS OFINVASIVE SPECIES USED IN LANDSCAPING AND OVERUSE OF PESTICIDES AND FERTILIZERS. THE PROJECT DEVELOPER SHALL INSTALL PERMANENT FENCING IN AREAS BETWEEN HOUSING AND THE ADJACENT HMP PRESERVE TO KEEP PETS OUT OF THE PRESERVE AREA. FOR EXOTIC SPECIES CONTROL, THE PROJECT SHALL NOT USE ANY NON-NATIVE, INVASIVE PLANT SPECIES IN LANDSCAPING ADJACENT TO THE HMP PRESERVE. THIS REQUIREMENT SHALL BE REFLECTED IN THE PROJECT CC&R’S. BIO-16THE FOLLOWING BEST MANAGEMENT PRACTICES (BMPS) SHALL BE ADDED TO THE CONSTRUCTIONAND FINAL LANDSCAPING PLANS AND SPECIFICATIONS: a. ALL GRADED AREAS SHALL BE LANDSCAPED PRIOR TO OCTOBER 1ST OF EACH YEAR WITH EITHER TEMPORARY OR PERMANENT LANDSCAPING MATERIALS, TO REDUCE EROSION POTENTIAL. SUCH LANDSCAPING SHALL BE MAINTAINED AND REPLANTED IF NOT WELL-ESTABLISHED BY DECEMBER 1ST FOLLOWING THE INITIAL PLANTING. b.THE OCTOBER 1ST GRADING SEASON DEADLINE MAY BE EXTENDED WITH THE APPROVAL OF THE CITY ENGINEER SUBJECT TO IMPLEMENTATION BY OCTOBER 1ST OF SPECIAL EROSIONCONTROL MEASURES DESIGNED TO PROHIBIT DISCHARGE OF SEDIMENTS OFF-SITE DURING ANDAFTER THE GRADING OPERATION. EXTENSIONS BEYOND NOVEMBER 15TH MAY BE ALLOWED INAREAS OF VERY LOW RISK OF IMPACT TO SENSITIVE COASTAL RESOURCES AND MAY BE APPROVED EITHER AS PART OF THE ORIGINAL COASTAL DEVELOPMENT PERMIT OR AS AN AMENDMENT TO AN EXISTING COASTAL DEVELOPMENT PERMIT. c.IF ANY OF THE RESPONSIBLE RESOURCE AGENCIES PROHIBIT GRADING OPERATIONS DURING THE SUMMER GRADING PERIOD IN ORDER TO PROTECT ENDANGERED OR RARE SPECIES OR SENSITIVE ENVIRONMENTAL RESOURCES, THEN GRADING ACTIVITIES MAY BE ALLOWED DURING THE WINTER BY A COASTAL DEVELOPMENT PERMIT OR PERMIT AMENDMENT, PROVIDED THATAPPROPRIATE BEST MANAGEMENT PRACTICES ARE INCORPORATED TO LIMIT POTENTIAL ADVERSEIMPACTS FROM WINTER GRADING ACTIVITIES. CUL-1 PRIOR TO THE COMMENCEMENT OF ANY GROUND DISTURBING ACTIVITIES, THE PROJECT DEVELOPER SHALL ENTER INTO A PRE-EXCAVATION AGREEMENT, OTHERWISE KNOWN AS A TRIBAL CULTURAL RESOURCES TREATMENT AND TRIBAL MONITORING AGREEMENT, WITH THE SAN LUIS REY BAND OF MISSION INDIANS OR OTHER LUISEÑO TRIBE. THIS AGREEMENT WILL CONTAIN PROVISIONS TO ADDRESS THE PROPER TREATMENT OF ANY TRIBAL CULTURAL RESOURCES AND/OR LUISEÑO NATIVE AMERICAN HUMAN REMAINS INADVERTENTLY DISCOVERED DURING THECOURSE OF THE PROJECT. THE AGREEMENT WILL OUTLINE THE ROLES AND POWERS OF THE LUISEÑO NATIVE AMERICAN MONITORS AND THE ARCHAEOLOGIST. CUL-2 A LUISEÑO NATIVE AMERICAN MONITOR SHALL BE PRESENT DURING ALL GROUND DISTURBING ACTIVITIES. GROUND DISTURBING ACTIVITIES MAY INCLUDE, BUT ARE NOT BE LIMITED TO, ARCHAEOLOGICAL STUDIES, GEOTECHNICAL INVESTIGATIONS, CLEARING, GRUBBING, TRENCHING, EXCAVATION, PREPARATION FOR UTILITIES AND OTHER INFRASTRUCTURE, AND GRADING ACTIVITIES. CUL-3 ANY AND ALL UNCOVERED ARTIFACTS OF LUISEÑO NATIVE AMERICAN CULTURAL IMPORTANCE SHALL BE RETURNED TO THE SAN LUIS REY BAND OF MISSION INDIANS, AND/OR THE MOST LIKELY DESCENDANT, IF APPLICABLE, AND NOT BE CURATED. CUL-4 THE LUISEÑO NATIVE AMERICAN MONITOR SHALL BE PRESENT AT THE PROJECT’SPRECONSTRUCTION MEETING TO CONSULT WITH GRADING AND EXCAVATION CONTRACTORS CONCERNING EXCAVATION SCHEDULES AND SAFETY ISSUES, AS WELL AS CONSULT WITH THE PRINCIPAL ARCHAEOLOGIST CONCERNING THE PROPOSED ARCHAEOLOGIST TECHNIQUES AND/OR STRATEGIES FOR THE PROJECT. CUL-5 LUISEÑO NATIVE AMERICAN MONITORS AND ARCHAEOLOGICAL MONITORS SHALL HAVE JOINT AUTHORITY TO TEMPORARILY DIVERT AND/OR HALT CONSTRUCTION ACTIVITIES. IF TRIBAL CULTURAL RESOURCES ARE DISCOVERED DURING CONSTRUCTION, ALL EARTH MOVING ACTIVITY WITHIN AND AROUND THE IMMEDIATE DISCOVERY AREA MUST BE DIVERTED UNTIL THE LUISEÑONATIVE AMERICAN MONITOR AND THE ARCHAEOLOGIST CAN ASSESS THE NATURE ANDSIGNIFICANCE OF THE FIND. CUL-6 IF A SIGNIFICANT TRIBAL CULTURAL RESOURCE(S) AND/OR UNIQUE ARCHAEOLOGICAL RESOURCE(S) ARE DISCOVERED DURING GROUND DISTURBING ACTIVITIES FOR THIS PROJECT, THE SAN LUIS REY BAND OF MISSION INDIANS SHALL BE NOTIFIED AND CONSULTED REGARDING THE RESPECTFUL AND DIGNIFIED TREATMENT OF THOSE RESOURCES. PURSUANT TO CALIFORNIA PUBLIC RESOURCES CODE SECTION 21083.2(B) AVOIDANCE IS THE PREFERRED METHOD OFPRESERVATION FOR ARCHAEOLOGICAL AND TRIBAL CULTURAL RESOURCES. IF, HOWEVER, THEAPPLICANT IS ABLE TO DEMONSTRATE THAT AVOIDANCE OF A SIGNIFICANT AND/OR UNIQUECULTURAL RESOURCE IS INFEASIBLE AND A DATA RECOVERY PLAN IS AUTHORIZED BY THE CITY OF CARLSBAD AS THE LEAD AGENCY, THE SAN LUIS REY BAND OF MISSION INDIANS SHALL BE CONSULTED REGARDING THE DRAFTING AND FINALIZATION OF ANY SUCH RECOVERY PLAN. CUL-7 WHEN TRIBAL CULTURAL RESOURCES ARE DISCOVERED DURING THE PROJECT, IF THE ARCHAEOLOGIST COLLECTS SUCH RESOURCES, A LUISEÑO NATIVE AMERICAN MONITOR MUST BE PRESENT DURING ANY TESTING OR CATALOGING OF THOSE RESOURCES. IF THE ARCHAEOLOGISTDOES NOT COLLECT THE TRIBAL CULTURAL RESOURCES THAT ARE UNEARTHED DURING THE GROUND DISTURBING ACTIVITIES, THE LUISEÑO NATIVE AMERICAN MONITOR, MAY IN THEIR DISCRETION, COLLECT SAID RESOURCES AND PROVIDE THEM TO THE SAN LUIS REY BAND OF MISSION INDIANS FOR DIGNIFIED AND RESPECTFUL TREATMENT IN ACCORDANCE WITH THEIR CULTURAL AND SPIRITUAL TRADITIONS. CUL-8 IF SUSPECTED NATIVE AMERICAN HUMAN REMAINS ARE ENCOUNTERED, CALIFORNIA HEALTH ANDSAFETY CODE SECTION 7050.5 STATES THAT NO FURTHER DISTURBANCE SHALL OCCUR UNTIL THE SAN DIEGO COUNTY CORONER HAS MADE THE NECESSARY FINDINGS AS TO ORIGIN. FURTHER, PURSUANT TO CALIFORNIA PUBLIC RESOURCES CODE SECTION 5097.98(B) REMAINS SHALL BE LEFT IN PLACE AND FREE FROM DISTURBANCE UNTIL A FINAL DECISION AS TO THE TREATMENT AND DISPOSITION HAS BEEN MADE. SUSPECTED NATIVE AMERICAN REMAINS SHALL BE EXAMINED IN THE FIELD AND KEPT IN A SECURE LOCATION AT THE SITE. A LUISEÑO NATIVE AMERICAN MONITOR SHALL BE PRESENT DURING THE EXAMINATION OF THE REMAINS. IF THE SAN DIEGO COUNTY CORONER DETERMINES THE REMAINS TO BE NATIVE AMERICAN, THE NATIVE AMERICAN HERITAGE COMMISSION (NAHC) MUST BE CONTACTED WITHIN 24 HOURS. THE NAHC MUST THEN IMMEDIATELY NOTIFY THE “MOST LIKELY DESCENDANT” OF RECEIVING NOTIFICATION OF THE DISCOVERY. THE MOST LIKELY DESCENDANT SHALL THEN MAKE RECOMMENDATIONS WITHIN 48 HOURS AND ENGAGEIN CONSULTATION CONCERNING TREATMENT OF REMAINS AS PROVIDED IN PUBLIC RESOURCESCODE 5097.98. CUL-9 IN THE EVENT THAT FILL MATERIAL IS IMPORTED INTO THE PROJECT AREA, THE FILL SHALL BE CLEAN OF TRIBAL CULTURAL RESOURCES AND DOCUMENTED AS SUCH. IF FILL MATERIAL IS TO BE UTILIZED AND/OR EXPORTED FROM AREAS WITHIN THE PROJECT SITE, THEN THAT FILL MATERIAL SHALL BE ANALYZED AND CONFIRMED BY AN ARCHEOLOGIST AND LUISEÑO NATIVE AMERICANMONITOR THAT SUCH FILL MATERIAL DOES NOT CONTAIN TRIBAL CULTURAL RESOURCES. CUL-10 NO TESTING, INVASIVE OR NON-INVASIVE, SHALL BE PERMITTED ON ANY RECOVERED TRIBAL CULTURAL RESOURCES WITHOUT THE WRITTEN PERMISSION OF THE SAN LUIS REY BAND OF MISSION INDIANS. CUL-11 PRIOR TO THE RELEASE OF THE GRADING BOND, A MONITORING REPORT AND/OR EVALUATION REPORT, IF APPROPRIATE, WHICH DESCRIBES THE RESULTS, ANALYSIS AND CONCLUSIONS OF THE MONITORING PROGRAM SHALL BE SUBMITTED BY THE ARCHAEOLOGIST, ALONG WITH THE LUISEÑO NATIVE AMERICAN MONITOR’S NOTES AND COMMENTS, TO THE CITY OF CARLSBAD FOR APPROVAL. SAID REPORT SHALL BE SUBJECT TO CONFIDENTIALITY AS AN EXCEPTION TO THE PUBLIC RECORDS ACT AND WILL NOT BE AVAILABLE FOR PUBLIC DISTRIBUTION. PALEO-1 PRIOR TO ANY GRADING ON ANY PORTION OF THE PROJECT SITE, A QUALIFIEDPALEONTOLOGIST SHALL BE RETAINED BY THE CITY TO PREPARE A MONITORING PLAN. A QUALIFIED PALEONTOLOGIST IS AN INDIVIDUAL WITH AN MS OR PHD IN PALEONTOLOGY OR GEOLOGY WHO IS FAMILIAR WITH PALEONTOLOGICAL PROCEDURES AND TECHNIQUES. NO GRADING PERMITS SHALL BE ISSUED UNTIL THE MONITORING PLAN HAS BEEN APPROVED BY THE CITY PLANNER. PALEO-2 A QUALIFIED PALEONTOLOGICAL MONITOR SHALL BE PRESENT AT A PRE-GRADING CONFERENCE WITH THE DEVELOPER, GRADING CONTRACTOR, AND THE ENVIRONMENTALREVIEW COORDINATOR. THE PURPOSE OF THIS MEETING WILL BE TO CONSULT ANDCOORDINATE THE ROLE OF THE PALEONTOLOGIST IN THE GRADING OF THE SITE. A QUALIFIED PALEONTOLOGIST IS AN INDIVIDUAL WITH ADEQUATE KNOWLEDGE AND EXPERIENCE WITH FOSSILIZED REMAINS LIKELY TO BE PRESENT TO IDENTIFY THEM IN THE FIELD AND IS ADEQUATELY EXPERIENCED TO REMOVE THE RESOURCES FOR FURTHER STUDY. PALEO-3 A PALEONTOLOGIST OR DESIGNATE SHALL BE PRESENT DURING THOSE RELATIVE PHASES OF GRADING AS DETERMINED AT THE PRE-GRADING CONFERENCE. THE MONITOR SHALL HAVE THE AUTHORITY TO TEMPORARILY DIRECT, DIVERT, OR HALT GRADING TO ALLOW RECOVERY OFFOSSIL REMAINS. AT THE DISCRETION OF THE MONITOR, RECOVERY MAY INCLUDE WASHINGAND PICKING OF SOIL SAMPLES FOR MICRO-VERTEBRATE BONE AND TEETH. THE DEVELOPER SHALL AUTHORIZE THE DEPOSIT OF ANY RESOURCES FOUND ON THE PROJECT SITE IN AN INSTITUTION STAFFED BY QUALIFIED PALEONTOLOGISTS AS MAY BE DETERMINED BY THE CITY PLANNER. THE CONTRACTOR SHALL BE AWARE OF THE RANDOM NATURE OF FOSSIL OCCURRENCES AND THE POSSIBILITY OF A DISCOVERY OF SUCH SCIENTIFIC AND/OR EDUCATIONAL IMPORTANCE WHICH MIGHT WARRANT A LONG-TERM SALVAGE OPERATION OR PRESERVATION. ANY CONFLICTS REGARDING THE ROLE OF THE PALEONTOLOGIST AND/ORRECOVERY TIMES SHALL BE RESOLVED BY THE CITY PLANNER. PALEO-4 IF FOSSILS ARE DISCOVERED, THE PALEONTOLOGIST (OR PALEONTOLOGICAL MONITOR) SHALL RECOVER THEM. IN MOST CASES, THIS FOSSIL SALVAGE CAN BE COMPLETED IN A SHORT PERIOD OF TIME. HOWEVER, SOME FOSSIL SPECIMENS (SUCH AS COMPLETE LARGE MAMMAL SKELETON) MAY REQUIRE AN EXTENDED SALVAGE PERIOD. IN THESE INSTANCES, THE PALEONTOLOGIST (OR PALEONTOLOGICAL MONITOR) SHALL BE ALLOWED TO TEMPORARILY DIRECT, DIVERT, OR HALT GRADING TO ALLOW RECOVERY OF FOSSIL REMAINS IN A TIMELY MANNER. BECAUSE OF THE POTENTIAL FOR THE RECOVERY OF SMALL FOSSIL REMAINS, SUCHAS ISOLATED MAMMAL TEETH, IT MAY BE NECESSARY IN CERTAIN INSTANCES, TO SET UP ASCREEN-WASHING OPERATION ON THE SITE. PALEO-5 FOSSIL REMAINS COLLECTED DURING THE MONITORING AND SALVAGE PORTION OF THE MITIGATION PROGRAM SHALL BE CLEANED REPAIRED, SORTED, AND CATALOGED. PALEO-6 PREPARED FOSSILS, ALONG WITH COPIES OF ALL PERTINENT FIELD NOTES, PHOTOS, AND MAPS, SHALL EITHER BE DEPOSITED (AS A DONATION) IN A SCIENTIFIC INSTITUTION WITH PERMANENT PALEONTOLOGICAL COLLECTIONS SUCH AS THE SAN DIEGO NATURAL HISTORY MUSEUM OR RETAINED BY THE CITY AND DISPLAYED TO THE PUBLIC AT AN APPROPRIATELOCATION SUCH AS A LIBRARY OR CITY HALL. PALEO-7 PRIOR TO OCCUPANCY OF ANY BUILDINGS, A PALEONTOLOGICAL MONITORING REPORT SHALLBE SUBMITTED TO THE CITY PLANNER AND THE CARLSBAD HISTORIC PRESERVATION COMMISSION. THIS REPORT SHALL DESCRIBE ALL THE MATERIALS RECOVERED AND PROVIDE A TABULATION OF THE NUMBER OF HOURS SPENT BY PALEONTOLOGICAL MONITORS ON THE SITE. f. CONSTRUCTION MONITORING REPORTS SUMMARIZING HOW THE PROJECT IS IN COMPLIANCE WITH APPLICABLE CONDITIONS SHALL BE COMPLETED AND PROVIDED TO THE CITY.THE PROJECT BIOLOGIST SHALL BE EMPOWERED TO HALT WORK ACTIVITY IF NECESSARY AND TOCONFER WITH CITY STAFF TO ENSURE THE PROPER IMPLEMENTATION OF SPECIES AND HABITATPROTECTION MEASURES. g. ANY HABITAT DESTROYED THAT IS NOT IN THE IDENTIFIED PROJECT FOOTPRINT SHALL BE DISCLOSED IMMEDIATELY TO THE CITY, USFWS, AND CDFW, AND SHALL BE COMPENSATED AT A MINIMUM RATIO OF 5:1. h. ACCESS TO AND FROM THE SITE SHALL BE LOCATED ALONG EXISTING ACCESS ROUTES OR DISTURBED AREAS TO THE GREATEST EXTENT POSSIBLE. ALL ACCESS ROUTES OUTSIDE OFEXISTING ROADS OR CONSTRUCTION AREAS SHALL BE CLEARLY MARKED. i. CONSTRUCTION EMPLOYEES SHALL LIMIT THEIR ACTIVITIES, VEHICLES, EQUIPMENT, ANDCONSTRUCTION MATERIALS TO THE FENCED PROJECT FOOTPRINT. j. UPON PROJECT COMPLETION, SIGNAGE SHOULD BE INCLUDED IN THE SENSITIVE HABITAT AREAS, WHERE DETERMINED APPROPRIATE, FOR THE PURPOSE OF IDENTIFYING ADJACENT HABITATS AND EDUCATING RESIDENTS ON THE IMPORTANCE OF STAYING ON DESIGNATED TRAILS/PATHS, DISPOSING TRASH PROPERLY, AND REDUCING FIRE HAZARDS. MONITORING & MITIGATION NOTES NF PASCO LARET SUITER -----~ A~~©t!A'ii'IE~ San Diego I Encinitas I Orange County Phone 858.259.82121 www.plsaengineering.com --------------~□ D ::====:..:::::========::....::::=::::::: 1---------L-----+---------L-~ I -II 11 Docusign Envelope ID: 5DD75B7F-38DE-4CFE-BA4E-F36FCA5377F8 7/17/2024 RVWD BY: DWN BY: CHKD BY: PROJECT NO. DRAWING NO. BAK CT 15-07 534 - 6A PUD 15-15CDP 15-53HDP 15-03HMP 15-05 GR 2021-0043 NF GENERAL NOTES I. ALL MATERIALS ~ANSHIF, DESIGN • CONSTRUCTION SHALL Cot-FORM TO MIN. STANDARDS OF Tl-IE 2,Z,19 EDITION OF Tl-IE CALIFORNIA 6UILDING CODE (C6CJ • ANY OTI-IER REGULATORY AGENCIES WI-IO MAY !-!AVE AUTI-IORITY OYER ANY FORTION OF Tl-IE ~ 2. Tl-IE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS PRIOR TO Tl-IE START OF CONSTRUCTION • NOTR=Y Tl-IE ARCI-IITECT • ENGINEER OF RECORD IMMEDIATELY OF ANY DISCREFANCIES OR INCONSISTENCIES TI-IAT ARE FOi.ND. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE DRAl,,IINC!sS. 3. ALL OMISSIONS AND/OR CONFLICTS 19ET1,,1EEN Tl-IE VARIOUS ELEMENTS OF Tl-IE WQF;:KING DRAl,,IINGS 4 SFECIFICATIONS SHALL 6E 6ROlJCiol-lT TO Tl-IE ATTENTION OF Tl-IE ENGINEER OF RECORD • ARCI-IITECT, AND FIELD INSFECTOR Tl-IE ARCI-IITECT OR ENGINEER OF RECORD SHALL ~IDE A SOLUTION PRIOR TO PROCEEDING WIT!-! ANY WQF;:K AFFECTED 6Y Tl-IE CONFLICT OR OM155I0N. 4. Tl-IE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES PRIOR TO 6EC!slNNING EXCAVATIONS. !:>. CONTRACTOR 51-!ALL SU6MIT ALL 51-!0F DRAl,,IINGS TO Tl-IE ENGINEER OF RECORD PRIOR TO FA6RICATION AND INSTALLATION. 6. TI-IESE DRAWINGS REPRESENT Tl-IE FINISI-IED STRUCTURE AND DO NOT INDICATE Tl-IE MEANS OR METI-IOD OF CONSTRUCTION. Tl-IE CONTRACTOR 15 RESFON516LE FOR ALL TEMFORARY 6RACING, 51-!0RING AND OOFFORT NECE55AR"r TO ACI-IIEVE Tl-IE FINISI-IED STRICTURE. 1. CONTRACT DRAWINGS • 6FECR=ICATION5 REPRESENT Tl-IE FINISI-IED STRUCTURE. CONTRACTOR SHALL PROVIDE TEMPORARY 6RACING / 51-!0RINC!s FOR Tl-IE STRUCTURE • STRIC"tl.lRAL COMPONENTS UNTIL ALL FINAL CONNECTIONS !-!AVE 6EEN COMPLETED. 8. FIFES, DUCTS, SLEEVES, OPENINGS, FOCXETS, 6LOCK-OUT5, ECT. 51-!ALL NOT 6E FLACED IN SLA6S, 6EAMS, GIRDER. COLUMNS, WALLS, FOUNDATIONS, ETC. NOR SI-IALL ANY STRUCTURAL MEM6ER 6E CUT FOR SUCI-I ITEMS, UNLESS SFECIFICALL Y DETAILED ON TI-IESE STRUCTURAL DRAl,,IINC!se. IF ANY FIFES, DUCTS, CONDUIT, ETC. ARE FLACED TI-IAT ARE NOT 51-!0WN ON TI-IESE STRUCTURAL DRAWINGse, Tl-IE ARCI-IITECT • ENGINEER OF RECORD 51-!ALL 6E NOTR=IED. FOUNDATION NOTES I. CONTACTOR TO REFER TO 'STRUCTURAL DESIC!sN CRITERIA' NOTE 4 FOR C!sEOTECI-INICAL REFORT USED FOR Tl-IE PROJECT UNLE55 OTI-IE~ISE DEFERED TO C6C 2,Z,19 MIN. ~15I0N5. 2. WI-IERE A SOILS REPORT IS REFERENCED CONTRACTOR TO FOLLOW SOILS REPORT REQUIREMENTS FOR FAD PREFARATION • ALL OTI-IER RECot•R•IENDATIONe 4 NOTIFY E.O.R OF ANY DISCREFANCIE5 WIT!-! TI-IESE DRAWINGS IMMEDIATELY. 3. FOOTING DEPT!-! 6ELOl,,I 6UILDING FAD, Ill:. 6ELOl,,I EXERIOR GsRADE, Ill:. 3A. NOTES 4, !:> • 6 ARE ONLY AFFLICA6LE IF SOILS REPORT 60X 15 CI-IECKED 6ELOl,,I STRUCTURAL DESIGN CRITERIA ON T!-1I5 FAGE. 4. 5U6RADE PREFARATION AND COMPACTION 51-!ALL 6E IN ACCORDANCE WIT!-! Tl-IE SOILS REFORT UNDER Tl-IE 5UFERVISION OF Tl-IE C!sEOTECI-INICAL ENGINEER. !:>. FOOTING EXCAVATIONS SHALL 6E KEPT FREE FROM LOOSE MATERIAL AND STANDING WATER EXCAVATIONS SHALL 6E CI-IECKED AND AFFROVED 6Y Tl-IE C!sEOTECI-INICAL ENGINEER PRIOR TO FLACING CONCRETE TO A55URE COMPLIANCE WIT!-! Tl-IE SOILS REFORT. 6. FOUNDATIONS MAY 6E FOURED AC!sAINST 5TA6LE SOIL. 1. METI-IOD OF 5Ul'l"ORTING REINFORCING FIFE SLEEVES MUST 6E AFFROYED 6Y Tl-IE STRUCTURAL ENGINEER 8. CONTRACTOR 51-!ALL PROTECT ALL UTILITIES ENCOUNTERED DURING EXCAVATION AND 6ACKFILLING. 9. CONTRACTOR 51-!ALL 6RACE OR PROTECT FROM LATERAL LOADS ALL RETAINING WALLS UNTIL RESTRAINING FLOORS OR SLA6S ARE IN FLACE AND I-IAVE ATTAINED RJLL STRENGTI-I. l,Z,. ALL 1-!0LDoi-lNS SHALL 6E TIED IN FLACE PRIOR TO FOUNDATION INSFECTION. II. ANCl-!01"! 60L TS 51-!ALL 6E ~ •• Wt 1" MINlt-UM EM6EDMENT INTO CONCRETE W/ 14"x3'x3' FLATE 1-!ASI-IERS. 12. PRIOR TO CONTRACTOR REQUESTING A 6UILDING DEFARTMENT FOUNDATION INSFECTION, Tl-IE SOILS ENGINEER 51-!ALL ADVISE Tl-IE 6UILDING OFFICIAL IN WRITING TI-IAT, A.> Tl-IE 6UILDING FAD WAS PREFARED IN ACCORDANCE WIT!-! Tl-IE SOILS REFORT. 19.J Tl-IE UTILITY TRENCI-IES !-!AVE 6EEN PROFERL Y 6ACKJ=ILLED AND COMPACTED, AND. C.J Tl-IE FOUNDATION EXCAVATIONS, Tl-IE SOILS EXPANSIVE CI-IAAACTERISTICS AND 6EARING CAFACITY CONFORM TO Tl-IE SOILS REFORT. REINFORCING STEEL I. RE6AR C!sRADES SHALL 6E, A. 14 AND SMALLER, C!sRADE 4,z, 6. "!:> AND LARGER, C!sRADE 6,Z, 2. CONCRETE COVER FOR RE6AR 51-!ALL 6E, A. CONCRETE FOURED AGAINST EARTI-I, 3' 6. CONCRETE EXFOSED TO WEATI-IER, I. "!:> AND SMALLER, IIS' 2. "6 AND LARGER, 2" C. CONCRETE NOT EXFOSED TO WEATI-IER, I. "II AND SMALLER, ¾" 2. "14 AND LA~R, IIS" 3. RE6AR DETAILING, AND FLACEMENT SHALL 6E IN ACCORDANCE WIT!-! Tl-IE 'MANUAL OF STANDARD PRACTICE" 6Y Tl-IE REINFORCING STEEL INSTITUTE. 4. VERTICAL 6ARS SHALL 6E TIED IN FLACE AT Tl-IE TOF, 60TTOM AND INTER IEDIATE FOINTS FER C6C CI-IAFTERS 19 AND 21. !:>. ALL RE6AR, ANCl-!01"! 60L TS, DOl,,IEL5 AND INSERTS 51-!ALL 6E HELL SECURED IN POSITION PRIOR TO FLACING CONCRETE. 6. CONTRACTOR 51-!ALL SU6MIT REINFORCING STEEL SI-IOF DRAWINGS FOR REVIEW 6EFORE FA6RICATION AND INSTALLATION. 1. WELDING OF REINFORCING 6ARS 61-!ALL CONFORM TO AW6 Dl.4-,z,!:,. E':1,z>XX ELECTRODES 51-!ALL 6E USED FOR 6AR TO 6AR • E1,Z,XX ELECTRODES 51-!ALL 6E USED FOR REINFORCING TO STRUCTURAL STEEL. CONCRETE NOTES (CBC CHAPTER 19) I. ALL CONCRETE WOf;iK 51-!ALL Cot-FORM TO Tl-IE F<EQUIREMENT6 OF ACI 3,Z,I, EXCEPT AS MODR=IED 6Y TI-IESE NOTES. 2. CONCRETE 51-!ALL 6E STANDARD I-IEIC!sl-lT CONCRETE (14!:> FCF> AND I-IAVE Tl-IE FOLLOl,,IING ULTIMATE COMPRE55IVE STRENC!sTI-I AT 28 DAYS, A. FOOTINGS, 3&00 eel 6. SLA6 ON GRADE, -eel C. C!sRADE 6EAM5, -eel D. WALLS -eel E. COLUMNS -eel F. CIF 6EAM5/5LA6 -FSI Gs. FOST TENSION SLA6 -FSI 3. CEMENT SI-IALL CONFORM TO ASTM C-I1:,,z,, TYFE I OR TYFE II. 4. AC!sC!sREC!sATE6 51-!ALL CONFORM TO ASTM C-33 FOR NORMAL WEIC!sl-lT CONCRETE AND ASTM C-33,z> FOR LIC!sl-lTI-IEIC!sl-lT CONCRETE. !:>. READY MIX CONCRETE 51-!ALL CONFORM TO AeTM C':14. 6. ADMIXTURES SI-IALL COMPLY WIT!-! ASTM A-494 AND SI-IALL NOT 6E CONSIDERED TO REDUCE Tl-IE CEMENT CONTENT. (CALCIUM CI-ILORIDE 51-!ALL NOT 6E USED> 1. STRUCTURAL LIC!sl-lTl,,IEIC!sl-lT CONCRETE 51-!ALL 6E SAND LIC!sl-l™EIC!sl-lT AND I-IAVE A DRY DENSITY RANGE OF 11,Z, FCF TO 11!:> FCF. 8. WATER 51-!ALL 6E CLEAN AND FREE OF ACID, ALKALIS AND ~ANIC MATERIALS. 9. CONCRETE SLI.MFS 51-!ALL Cot-FORM TO AeTM C-143 AND 51-!ALL NOT EXCEED Tl-IE FOLLOl,,IING, A. FOOTINC!sS, 4' 6. 5LA6 ON GRADE, 4' C. IF TEMF 15 A60VE e,z,•, 6' (PROVIDE REVISED MIX DESIGN> l,Z,. CONCRETE 51-!ALL 6E FROFORTIONED 5UCI-I TI-IAT Tl-IE 1 DAY 5TRENGTl-l6 ARE A MINIMUM OF SEVENTY FERCENT OF Tl-IE 6FECIFIED 28 DAY STRENC!sTI-I FOR ANY CONCRETE CONSTRICTION REQUIRING 51-!0RING, 6RACING OR TO RECEIVE CONSTRICTION LOADS. 11. REFER TO ARCI-IITECTURAL DRAWINC!sS FOR CUR65, DE~55I0Ne, SLOFES, GROOVES AND GROUNDS REQUIRED TO 6E CAST INTO CONCi;£TE. l,Z,. SLEEVE FLUM61NG OPENINGS IN CONCRETE SLA65 6EFORE FLACING CONCi;£TE. 11. NO SLEEVES OR CI-IASES 51-!ALL 6E FLACED IN FOOTINGse UNLESS SFECIFICALL Y NOTED 6Y Tl-IE STRUCTURAL FLANS. 12. PROJECTION COFiiNERS OF SLA65, I-IALL6, COLUMNS, ETC 51-!ALL 6E FORMED WIT!-! A ¾' CI-IAMFER 13. MIX DESIGNS 51-!ALL 6E 5U6MITTED TO Tl-IE ENGINEER OF i;£CORD FOR REVIEI-I PRIOR TO FOURING CONCRETE. 14. COMFi;£55IVE STRENGTI-I TEST REFORT6 51-!ALL 6E SU6MITTED TO Tl-IE ENGINEER OF RECORD WI-IEN CONCRETE REQUIRES 6FECIAL INSFECTION. I!:>. REFER TO SECTION 1.1 OF ACI 318 FOR CONCRETE COVER NOT NOTED IN Tl-IE FLANS OR DETAILS. 16. DO NOT DISFLACE RE6AR FROM TI-IEIR INTENDED F05ITION6 DURING FLACEMENT OF CONCRETE. 11. CLEAN AND ~N Tl-IE 5UJl<FACE6 OF ANY COLD JOINTS. USE A 60NDING AGENT TI-IAT EXCEEDS Tl-IE COMFF<E551VE STRENGTI-I OF Tl-IE CONCRETE 6Y 2!:>%. MASONRY NOTES (CBC CHAPTER 21) I. CONCRETE MASONRY WALLS 51-!ALL !-!AVE A MINIMUM 28 DAY COMFF<E3SIVE STRENGTI-I OF r'm ■ 2,z,,z,,z, FSI. Tl-IE COi IFF<E"6IVE STRENC!sTI-I OF Tl-IE MASONRY COMPONENTS (CONCRETE MASONRY UNITS, GROUT, AND MORTAR> MUST COMFL Y WIT!-! Tl-IE i;£QUli;£MENT5 NOTED 6ELOl,,I UNLE55 Tl-IE COMI F<ESSIVE STRENGTI-I OF Tl-IE CONCRETE MASONRY I-IALL5 ARE OTI-IE~ISE VERIFIED 6Y PRISM TESTING PRIOR TO AND DURING CONTSTRUCTION AS SFECIFIED IN C6C SECTION 21,Z,!:>. 6FECIAL INSFECTION 15 REQUIRED LNU:55 OTI-IE~ISE NOTED ON Tl-IE FLANS OR DETAILS. 2. CONTRETE MASONRY UNITS 51-!ALL !-!AVE A MINIMLN COl"IFF<E66IVE STRENGTI-I OF 2,Z,,Z,,Z, FSI AT 28 DAYS, AND 6E MINIMUM MEDIUM I-IEIC!sl-lT UNITS CONFORMING TO ASTM C 9,e>, TYFE I, WIT!-! MAX LINEAR 61-!RINKAC:oE OF ,Z,.,z>6!:>% 3. MORT AR 51-!ALL 6E TYFE 'S' OR 'RS', CONFORMING TO ASTM C1142 WIT!-! A MINIMUM COMPRE55IVE STRENGTI-I OF ie,z,,z> FSI AT 28 DAYS. 4. ALL GROUT 51-!ALL MAINTAIN A MINIMUM COMPRE55IVE STRENC!sTI-I OF 2,z,,z,,z, FSI AT 28 DAYS. GROUT 51-!ALL 6E FROFORTIONED WITI-I SUFFICIENT WATER FOR POURING WITI-IOUT SEGREGATION OF ~T CONSTITUENTS. !:>. ALL CELLS 51-!ALL 6E SOLID GROUTED UNLESS OTI-IE~ISE NOTED ON Tl-IE FLANS. 6. ALL 1-!0RIZONTAL REINFORCMENT 51-!ALL 6E FLACED IN 60ND 6EAM OR LINTEL 6EAM UNITS. 1. WI-IEN ~TING 16 STOFFE..,. FOR ONE !-!OUR OR LONGER.1-!0RIZONTAL CONSTRICTION JOINTS 51-!ALL 6E FOR IED 6Y &TOFFING Tl-IE GROUT FOUR I½• 6ELOl,,I Tl-IE TOF OF Tl-IE UFFERMOST UNIT. 8. ALL 60ND 6EAM 6LOCK 51-!ALL 6E 'DEEF CUT' UNITS. 9. PROVIDE INSFECTION AND CLEANOUT !-!OLES AT 6ASE OF VERTICAL CELLS 1-!AVING GROUT LIFTS IN EXCE55 OF 4'-0:,' IN 1-!EIC!sl-lT. l,Z,. ALL GROUT 51-!ALL 6E CONSOLIDATED WIT!-! A MECI-IANICAL Vl6RATOR IMMEDIATELY AFTER POURING AND AGAIN !:> TO l,Z, MINUTES LATER. 11. ANCl-!01"! 60L TS MUST 6E SET WIT!-! TEMFLATE5 AND !-!ELD IN FLACE FRIOR TO GROUTING. PROVIDE AT LEAST ONE INCi-i OF GROUT 6ETl,,IEEN ANCl-!01"! 60LT AND MASONRY I-IALL5. STRUCTURAL DESIGN CRITERIA: DESIGN CODE, 2,Z,19 C6C 1. SEISMIC PARAMETERS RISK CATEC!sORY, II SEISMIC IMPORTANCE FACTOR, l.,Z, 65 , ,Z,.9'M Sos: ,Z,.196 Si-ts: 1.193 61 , ,Z,.363 STAJBE([ Of SPEQAL NI ECTIONB MATEFIIAL. &Y&TEM. CCMl"ONENT AND -l'!EQUli.EC TO +-!AYE &FEC. IN&F. 601L8, vaalFT MAtaa!AI-l'lal..OW FOoTING& Afila AD=GIJATl= to Acl-llla\lE 11-11= Dl!&ICiN -CA19Ac:ITY vaalFT Exc:,,l,VATION& Afila EXTENDED TO fiWiEk .:,EPl1-I AloD MAYE IIIEACMEO fDM.>PEk MATEl'itlAL FE~ CLM&IFICATION • Tl=IITING OF ~D FILL MATl=FIIAl-11 vaalFT uee OI FFiUFER MATl=l'<IAl-6, DENIIITIEII AND LIFT TI--IICl<NEIIIIEII DUFIIIICi PLACEMENT AND COMPACTION OF CON"Tl<IOLLEP FILL l"IIIIOIII TO l"L.ACel"ENT OF CONTl'IOLLl!D FILL. oeeE!l've Ill ll!ICIFl•DI! AND vaalFT THAT llllE HAIi EIEEN FFIEl"AP<ED F1UEi<L, CONCllll!TI!, l'OUNDATIONII Hin-I re, S 2!otNI !"Ill INIIFECTION OF r•rl;l<F. 11-rnL. INCLUDING FFIEIITl'<EIIIIING Tl=NDONII, AND PLACEMENT 1/ElQ'YING uee OF REGllll.eP DEIIIGN MIX TAKING Tl=IIT MMFL=6 IN&FECTION OF CONCFIE1E AND 91-,c,lClEIE r-1..ACEMENT IN&FEc:tlON FOflt MAINTENANCE OF IIFEC:IFIED ~ TEMP. • TECI-IIIQ.E APPLICATION OF FFIE&TFIEIIIIING ~ GFIOUT1Nli OF ~D FFIE&TFIEIIIIING T1=NDONII IN Tl-I! 111!:IIIMIC ~ IE&IIITING IIYIITEM El'Ec:TION OF FFIECAIIT I II.I bl.Fi& IIEl'IFICATION OF IN-IIITU CONcNm! 11-TI--I l"IIIIOllt TO IITl'<EIIIIING OF T1=NDONII IN l"O&T•TENIIIONED ~ AND l"FIIOIII TO le'IOVAI-OF eHOIIII!!& AND l'OIOl'lll """"1 eeAM& NI:> 6~ 11!.Al56. INIIFECT~f'Ollt 111-1,,\f'E, LOCATION AND DIMEN&ION& OF 11-11= MAIIONR'r (LEl/£L I.I, All MAIIONR'r CONll1RJCTION l!!EGNII, 11-11= FOLLOHIHG 111-1ALL 1!1E IIEl'IFIEP TO ENl!Ul'II! COl'FI.IANCI!, A. -ION& OF 8I11=-Fl'IEPARED MORT.IR e. CONll1RJCTION OF MORT .1R JOINT& C:. LOCATION OF i.EIN'. 11-11= INFEc:tlON Fl'll0CiFIAM 61-1ALL veFIIFY, A. IIIZE AND LOCATION OF 11-11= &TIU:TURAL ELEMENT& l!I. rrrE, IIIZE AND LOCATION OF .4NCMOFi& c:. IIFECIFIED IIIZE, CiliADE AND TYPE OF N!~IHG D. IEIDING OF l'IEIN'. E. Fl'IElECTION OF MAeOl«'r" -MOT OR COLD FFIIOIII TO ~ING 11-11= FOI..LOHING 6I-IALL l!IE VEl'IIFIEP, A. ~ &PACE Ill CLEAN e. PLACEMENT OF i.E~ING C:. r..orol<llc-rl6 OF 11I11=-Fl'IEPAl'IED GFIOUT D. CONeTFILlc:TION OF MORl"AR JOINT& C!R:lUT PLACEMENT 6I-IALL BE IIEFIIFIEP TO EN8UFIE COMFLIANCI! r-llTI--1 CODE AND CON61RJCTION DOCU'1ENT Fls0VIIIION6. l"IIIEl"AIIIATION OF ANY IIIEQJIIIIED Golll0UT &l"eCIMENII, MORT .1R IIFEC:ll"ENII ANDIOFI FFlleMe SI-IALL l!IE Ol!llll!:FIYED. COMl"LIANCI! r-llTI-I N!GlU~ IN&l"l!c:TION l"l'IOVl&ION& Of' Tl-II! CONllll'IIICTION DOCU'1ENT& AND lHI! A I ....,,.j!p euelMITTAI-& &I-IALL IIE YEFIIFIEP. l"IA8Clt,Qff FOI.NDATION HALI.II SPECIAL INSPECTION NOTES I TYFE OF &FEC:. IN&P. I IN&FECTION NOTE& I CONTINIJOU6 I l"l!FIIOPIC: I )( )( )( )( )( NOT l'IEQJll.eP )( )( )( )( X )( )( )( )( )( X X X )( )( X X X X X X X X X X X NOT i.EGlUll.eP Ac:I 31&, 3.&, 1.1•1.1 ACI 3181 c.MAFIER 4 lo.2-&.4 Ac:I 31&, &.6, &.& Ac:I 31&, &.9, &.le> Ac:I 31&, &.9, &.le> Ac:I 31&, l&.W Ac:I JI&, l&.l&.'I ACI 3181 Cl I.J IE-': 16 Ac:I 31&, 6.2 Ac:I 31&, 6.1.1 IN "'''"' TAel.E INl&.&<11, INl&.IM'2/, !NI&.&<~/ OR !NI&.&( -'1. I. Tl-IE OWNER OR 01,,INER'S AGENT 51-!ALL EMFLOY ONE OR Mai;£ 5FECIAL INSFECTORS TO PROVIDE INSFECTION DURING CONSTRUCTION ON Tl-IE WQF;:K LISTED IN Tl-IE &TAIEMENT OF SFECIAL INSFECTIONS. Tl-IE 6FECIAL INSFECTOR 51-!ALL 6E A QUALR=IED FERSON WI-IO 51-!ALL DEMONSTRATE COi IFETENCE TO Tl-IE SATISFACTION OF Tl-IE 6UILDING OFFICIAL FOR Tl-IE INSFECTION OF Tl-IE WQF;!K REQUIRING SFECIAL INSFECTION. 2. Tl-IE CONSTRUCTION IN6FECTION5 LISTED ARE IN ADDITION TO Tl-IE IN6FECTION5 REQUli;1!:D 6Y C6C CI-IAFTER 11. SFECIAL INSFECTION 16 IN ADDITION TO, NOT A SU66TITUTE FOR Tl-IE INSFECTION REQUIRED 6Y Tl-IE 6UILDING DEFARl1'1ENT. 3. IT 51-!ALL 6E Tl-IE AGENCY'S RESFON5I61LITY TO PROVIDE A SUFFICIENT NUM6ER OF INSFECTORS FOR MULTIFLE TYFE& OF WOf;!K TI-IAT OCCUR SIMULTANEOUSLY. 4. Tl-IE 6FECIAL INSFECTOR MUST 6E CERTIFIED 6Y Tl-IE LOCAL JURISDICTION IN Tl-IE CATEC!sORY OF WQF;:K REQUli;1!:D TO I-IAVE SFECIAL INSFECTION exceer, A. SOILS INSFECTION 51-!ALL 6E PROVIDED 6Y Tl-IE C!sEOTECI-INICAL ENGINEER OF RECORD. 6. SMOKE CONT~L SYSTEM INSFECTIONS 51-!ALL 6E FEll<FORI let> dY Tl-IE MECI-IANICAL ENGINEER OF i;1!:CORD. C. WI-IEN T!-1I5 REQUIF<EHENT 15 1-!AIVED 6Y Tl-IE 6UILDING OFFICIAL. !:>. IT 16 Tl-IE i;£6FON616ILITY OF Tl-IE CONTRACTOR TO NOTIFY Tl-IE SFECIAL INSFECTOR AT LEAST ONE WQF;:KING DAY PRIOR TO FEll<FORMIN ANY WOf;!K TI-IAT REQUIRES 6FECIAL INSFECTION. 6. A F~FERTY OWNER'S FINAL REFORT FORM FOR WORK REQUIRED TO !-!AVE 6FECIAL INSFECTIONS AND STRUCTURAL 066ERVATION MUST 6E COMPLETED 6Y Tl-IE OWNER. Tl-IE 01,,INER'S AC!sENT, Tl-IE ARCI-IITECT OF RECORD OR Tl-IE ENGINEER OF RECORD AND SU6MITTED TO Tl-IE INSFECTION SERVICES DIVISION. 1. Tl-IE CONSTRUCTION MATERIALS TESTING LA60RATORY MUST 6E AFFROYED 6Y Tl-IE LOCAL JURISDICTION FOR TESTING MATERIALS, SYSTEMS, COMPONENTS AND EQUIPMENT. 8. FA6RICATOR MUST 6E REGISTERED AND AFFROVED 6Y Tl-IE LOCAL JURISDICTION FOR Tl-IE FA6RICATION OF MEM6ER& AND A&&EM6LIES AT Tl-IE 51-!0F. 9. Tl-IE FA6RICATOR 61-!ALL SU6MIT AN AFFLICATION TO F'Cll<FOR I OFF-SITE FA6RICATION TO Tl-IE INSFECTION SERVICES DIVISION ~lo,.: TO cot•R•IENCEMENT OF F~ICATION. l,Z,. Tl-IE FA~ICATOR 61-!ALL SU6MIT A CERTIFICATE OF COMPLIANCE TO Tl-IE INSFECTION SERVICES DIVISION PRIOR TO Tl-IE ERECTION OF FAElRICATED ITEMS. 11. A CERTR=ICATE OF SATISFACTORY COMFLETION OF WQF;:K REQUIRING 6FECIAL INSFECTION MUST 6E COMFLETED AND 6U6MITTED TO Tl-IE FIELD INSFECTION DIVISION OF Tl-IE AFFROVING MUNICIFALITY. 12. SOILS 6FECIAL IN5FECTION5 51-!ALL 6E FE~OFiJ IED 6Y Tl-IE REC!slSTERED DESIC!sl~ I ROFE5elONAL IN RE6FON6I6LE CI-IA~E (SOILS ENGINEER OR e!sEOTECI-INICAL ENGINEER OF RECORD>, WI-IO 1-!AS ~FARED Tl-IE AFFROYED C!sEOTECI-INICAL INVESTIGATION REPORT. 13. A SOILS SFECIAL INSFECTION REFORT (SIGNED, 6TAMFED t DATED 6Y Tl-IE SOILS ENGINEER OR C!sEOTECI-INICAL ENGINEER OF i;1!:CORDJ 51-!ALL 6E SU6MITTED TO, AND APPROVED 6Y Tl-IE CITY'S 6UILDING INSFECTOR VERIFYING SOILS 6FECIAL INSFECTION ITEMS IN ACCORDANCE WIT!-! Tl-IE STATEMENT OF 6FECIAL INSFECTIONS PRIOR TO FOUNDATION CONCi;£TE FLACEMENT. &ITECLAS&, C SEISMIC DESIGN CATEC!sORY, DEFAULT 'D' DECLARATION OF RESPONSIBLE CHARGE (SHEETS 15-18) 2. WIND PARAMETERS 6A&IC WIND SFEED, 96 MFI-I RISK CATEC!sOR'r: II INTERNAL Fi;£55URE COEFFICIENT, ,z>.18 WIND EXF051.IF<E, C I I-IERE/3'!'" DECLARE TI-IAT I AH Tl-IE ENGINEER OF J,,/ORJ< FOR T/-115 Ff-/OJECT, TI-IAT I /-/AVE EXERCISED RE&PONSl/3LE CI-IAFlrilE OVE~ Tl-IE DESIGN OF Tl-IE f'FlO,./ECT AS DEFINED IN SECTION hi,Z,3 OF Tl-IE 13USINE6& ,4Nr;, I kOF-EtJelONS CODE, AND TI-IAT Tl-IE DESIGN IS CONSISTENT WIT/./ CUFIRENT STANDARDS. T+-1I6 DETAIL COVER GENEFeAI.. MA&OFeY RETAINING CON&-n.uc:TION FIEQUIFIEMENT6 (6UCI-I M Tl-IE 6AFe c:LAFIANCE&, MINIMUM Dl&TANC:E DAYLIGI-IT FOFI &LOFED GFIADE ON Tl-IE TOE 6IDE,ADJACENT FTG. ew.c:I-IARiE ETC:.) AND DOE& NOT MENTION .ANY et=EC:IFIC: 6AR 61ZE&, &!"ACING, FOOTING 61ZE AND LOCATION FIEQUIFIEMENT6. R.EAE!E FIEl'EFI TO Dl=TAIL ON 5+-IEl=T6 11 • 18 FOR f'ROJl:C:T SFl=C:IFIC DESIGN l+IEl'iE ACl\JAL eAA 6IZE6 AND OTI-IER PROJECT &f'ECIFIC I-IALL DE&IGN n-FORMATION CAN eE: FOUND. 1,1 LINE EXTENDING D~ ~ TOE OF FOOTING TO AVOID MA&ONRY &Tl=M / _/ I 2-"4(1-1) CONT. __ _.,V/ /I~r'i!11Il11li'i- 1 1n'",,r--------------~~fflid --"' TYP. (U.O.N.J '1/. / I,. ALL FUl\JRE FOUNDATION& <eY OTI-IER&/~ TO eE DEEFENED M NECE&&AFIY FOF1 •4(1-1) • 32' MAX. TYF. (U.O.N.> • 8' C.M.U. "4(1-1) CONT. • FIRST COURSE 2¼ CLR • ~ / i &" C.M.U.-TYF (U.O.N.>. / ~:l ; 2-"4(1-1) CONT. -TYF (U.O.N.> •EA. __ _ STEM Tl-11<. CI-IANC!sE-TYF. t8~~', N ~ // I !If IV/ v: 1/ ~ 1/-:: v / : 2 1/2' CLFe. • 12' 1 V i: V / , V • 3' CLR 16' / ~ 1/ v / C.M.U.-T'rF. 1/ 0 /,)/ / v)< "--,.., I OC / / "" 6AR LAF& A6V. • 6ELOH 51-!ALL ~ / // v / I ________ NOT COINCIDE AT Tl-IE .., / / I_......-----SAME SECTION "4(1-1) • 24' MAX. "1./ 12' • ~ ~ // 2-"4(1-1) • 24' "1./ 16" C.M.U. STEM -Y,-,,ll--------'k-~ / 2 112' CLR • 12' • I: &LOFED TOE FER cr.RADINC!s ,....rJ ~ I: FLAN (6Y OTI-IERS> ~ ~1.,..11·lJ v 3' CL;J;.t 16' / ~ 0.. WI-IEFi!E OCCURS 1.,..-.. -~ 1 Cl -<I .,...,.. 1_-11-, V/. / v-eARI I oc ..i ~ r .,.. V; FOUND. DHL. a\ 2:1 .,..M~X:. 1 .,...,..z.,..·.,.. 6 AR 2 -------~ // ./// ~ WAIEFiJ ~. DRAINAGE L --t~L-..+-".---::::::::?3~-• BACKFILL FER SOIL& Fi!EFORT l<EQUll<EMENT& .,...,.. I: •4 CONT.• '/ 1 -NO 1-!EAVY EQUIFMENT .,.. .,.. .,.. = FIRST COURSE / 1 ALLOHED .,.. t 1 "' 1 1m1~ / N ~ I I <, • • ,.--u-r'~--'-' al--<"'l....-----,,,---,...--'----",--...;__- z• ~ ., '<EF. MASON~ _ J .· \ • . ·u <1• " 4 ·~ -O ,._ NOTES Fi!Elr-F. FER • I: -... ,,J A • • TYF. SECTION ■ d) u 4 • .6 • • L.J 1'-,Z," MIN. TO DAYLIGI-IT!:,! :i • •• • • ~ ·" " L\<1 ~-AA . / • <1 3" CLR ~ ADD'L 6AFil5 AT VERIFY "1./ SOILS l<EFORT 3' L '---.___. / CLR <1 WALL FOOTING FOUNDATION 6TEF& ** LEC:iEND, l<EY FSR TYF. &ECTIJ 12' MIN. HIDTI-I (U.O.N, FER TYP. SECTION fl, CONTRACTOl'o: I-IAS Tl-IE OPTION OF EXTENDING '6AR I" TO TOF OF C.M.U. SECTION WITI-IOUT PROVIDING '6AR 2'. **' CONTRACTOR TO PROVIDE ADDITIONAL "4 • 16' MAX. INCLINED 6AR5 AT 60TTOM OF FOOTING ONLY WITI-IIN WALL FOUNDATION 5TEF5 EXTENDING 2' MIN. I-IORIZONTAL EACI-I WAY AWA"(~ I STEPS. l<EFER TO 'TYFICAL &TEFFED FOOTING, DETAIL" Tl-II& 61-!EET. NOTES, I. FOR ACTUAL CCINFIC!sURATION OF WALL FOUNDATION, FOUNDATION REINFORCEMENT, STEM LOCATION AND REINFORCEMENT l<EFER TO TYFICAL WALL SECTION(SJ. 2. ALL 6AR ANCI-IORAGsE/LAF SPLICES, 1-1001<.6 • MIN. STEM I-IT. i;£Q6. TO ALSO Cot-FORM TO TYFICAL 'Fi!EINF. 6AR 6END, SFLICE 4 ANCI-IORAGsE DETAIL" T!-1I5 51-!EET. 3. IT 16 Tl-IE CONTRACTOR'S RESFON6161LITY TO VERIFY Tl-IE AFFLICA6ILITY OF Tl-IE C!sUIDELINES PROVIDED IN Tl-II& DETAIL TO ACTUAL FIELD CONDITIONS. 4. CONTRACTOR TO LOWER WALL FOUNDATION FROFILE AS NECE66ARY TO MEET 'MINIMJM DISTANCE TO DAYLIC!sl-lT' REQUIREMENT FER SOILS REPORT. !:>. REINFORCEMENT LA6ELS USED IN T!-1I6 DETAIL (I.e. "6AR I') ARE FOR l<EFEl<ENCE ONLY. SEE DESIGN DETAILS FOR ACTUAL SIZE AND 6FACING. GENERAL CONST. REQUIREMENTS OF MAS. RETAINING WALLS RCE __ _ EXP. ___ _ REVIEIJED BY, INSPECTOR DATE DATE COMFONENTS AND CLADDING Fi;£S5URE, 2,z, F5F 3. FOUNDATION DESIGN 0 C6C 2,Z,19 MIN. PROVl510N5 UNCLASSFIED SOIL (FER C6C 2,Z,19 IS,Z,6 • T A6LE l&,z>6 .2> J.,,/Cifli/K,, 51BILITIESFORFI-/OJECTDESIGN. ~ CITY OF CARLSBAD ~ I UNDERS~TAND TI-IAT Tl-IE CI-IECK OF f'FlO,./ECT DRAI-IINGS AND &PEC/FICATIONS er TI-IE~OF. -A-513.40 DOES NOT RELIEVE ME, AS ENGINEER OF eY, ✓• 1----11----+-----------------1-----1----1---1----1 8 1 SEF<.1111\T ,IN :;;;:;:;;:;;;:,!:;;;:;:;;;E;::NG;;l;;N;EE::R::::I::::N:::G :::::D::E:::P::::A::::RT:::::M:::E:::N:::T==~::::::=:::! ALLOWA6LE SOIL 6EARING Fi;£65URE ■ l,&,z,,Z, FSF ~SOILS REPORT 6Y, SOILS REPORT NUM6ER, DATE OF REPORT, DESIGN SOIL Fi;£65URE, C!sEO TEK, INC. 3138-SC MAlsCHl4,2022 2&00 ESE r-~:;~~;:--7-;=====~;..;;;;;;;;;_j==j===t===t==============j==t==t==t=j GRADING PLANS FOR: RC.E. N0.,_---'6=13=98=--------,----=--... ii-lZ!!!llll!!I~ l----+--+--------------1-----1------"L--J_ _ _J OCEAN VIE\./ POINT REGISTRATION EXPIRATION DATE, ,2)6/3,Z,/2,Z,23 ~ ~:~~E~)f{· .I\ l----+---lf----------------1-----l------"1----1-----' TERMINUS OF T\./AIN Fli.11: SE~IN ENGINEERING, INC. § 4~ i:'~ ~ _.. ::=::::::::::::::::=::::====A=V:::::!::E::!:::N!::::U~N==E========= ADDRE55, 44!:>4 0!-110 STREET ~ 6 398 z APPROVED: JASON S. GELDERT CITY, STATE, SAN DIEC!sO, CA. 92116 ~ EXP )m ,.., O'-- -~ TELEFI-IONE, &&8-22,Z,-4366 ~;.__Cf" ~~\.,?IJ lllil!!!'!!!!lll!_ 1----1---+----------------l-----1----1----11----1 ENGINEERING MANAGER RCE 63912 EXPIRES 9130/24 DATE DAlE INlllAL I -11 II I Sergin Engineering Inc. 1--□A_lE___._rN_rn_A_L➔ serhat@sergi nen gi neeri ng. com CELL: 858-220-4366 ENGINEER OF WORK DA 1E INlllAL DlHER APPROVAL CllY APPROVAL . . .. Docusign Envelope ID: 5DD75B7F-38DE-4CFE-BA4E-F36FCA5377F8 7/17/2024 RVWD BY: DWN BY: CHKD BY: PROJECT NO. DRAWING NO. BAK CT 15-07 534 - 6A PUD 15-15CDP 15-53HDP 15-03HMP 15-05 GR 2021-0043 NF NOFll"E&n..u FOOT1NG IIU!E\II! l!IY 1/2' ALL~ CC>NC. FILL TO eE ~-eEFC.4: k:>OTHii I& f'QRP. MAl<E 6AME HIPTH M FOOTING AN) f"IClUI'! FILL Hll>TM OF Plf'E ,-i . . . . . . . . . . . . . .. I . . •.' ~ ---MON! TMAN 36' eEl..G'IH BOTTOM OF FOOTNill. FOOTING 11J&T eE ~80TI-L4T36' MA><. I6 MAtlT AtEP. LAPFl:l't&cM. TYP. (MIN.J Pf'E PERFB~DICULAR TO F0011NG . ·-•. ..... -: .. HM!N 1"11'1! l'ALL6 l!!ELLOH 2, I !!!UT 16 Al!l(M!'M!l,IPLANE, FU 1l<ENCM HITM PPE PASSING UNDER FOODIG ' I , NO DIGiGNii .• . . . . . . . . . . . 21Nff) Fol <13.,..l COIClliE1E 6UJl,RT Ml>< ---.;cn;;t. • • I ' FOR Pll"E T'fllENCM PARALL.EL TOFT&. Pf'E PARALLa :-~TI~i~ ::N TMI& L~ PIPE PASSING TtRJ FON. WAll. lYPICAL DETAIL OF PIPING AT FOOTINGS AND FOUNDATION WALLS 1'1:TAL MAIICIRAIL/CHAIN LINK FENCE •42' FO&T • $. a= I-IALL &' FENCE • &'-4' o.c. MAX .3/16 ~ ~ TYF. 2' >< 2' >< 16' GA. 5T AINLESS STEEL TOF~IL ...---2• >< 2' >< .3/16' >< 42' I-IIG!-1 5T AINLESS STEEL I-IAND~IL POST <• e.•-~• MAX. U.O.N.) ,e '!fl' " !,' )( ~'-':I' 1-1/ 2-llt,•~ >< 12' 60LT5 • <Ii OF CMU -----'-"'RA-=IL~/___,__,FE=-N.a..a:Cc=E--=P--=LA=--a.=.aCE=M ...... E....,N'-'--T ...... F ..... O ...... R___.A-=L=L---'O ..... T ...... H-=ER........__---1(iii'\2 REINF. REF. TO lYP WALL SECTIONS \.6) MINIM..M IEII-FOACING Bl:NDII-IOOK cMBcDMcNT fEQUl~T& BAR SIZE "4 '5 Ill!, "1 '8 "!!I '10 Off l:Me£D. (INCi-i) 6 10 12 I& n 1'3 21 2.3 .ll "IJ Q c:lb Fl:R &ell. ~ 'R R c:lb -' R , c:16 '3£) el:ND OFFSET Ob■ DIAMl:TcR OF BAR R • .3c:I b FOR "2 TO '8 R • 4c:I b FOR "!!I TO Off j;!-, 1-fOOK TYPICAL 6A~ eEND (CONC. AND MAS.) 2"-0' MIN.(1.1.0.N.J 2'-0' MIN.(U.O.N.J Fl:R &cM.-CONC 1• Fl:R &cM.-CONc:1' 4 MA&. OR • t MA&. 'f.-•-------■1. I I I I ~ I 112 DIA. OR I 112' MIN. CL. FOR PAl"AI I cl BAR& C.M.LI. I-IALL &Tl:M !EINF. f ~ ,~ .l !I FOUND. DI-IL. .. t... ' tr. •. •• ·• • i--.,..:....._4--___ _, " a! i'~ ; ~ !I! .. i i z"..J 1:!'f~ ,. ~ .. It t z I'{ I: t, MIN. FTG. Dl:FTI-I = <BEND cM61:D + ~• J tt, &EE SCI-IEDULE ABOVE ~ MIN. Rl:I1'FO!iiCl'NG Bl:ND/1-IOOK cMBl:DMl:NT RcQUIRl:McNT& TYPICAL sPLICE _RE_I_NF_._B_A_R_B_EN_D_,_S_P_L_IC_E_A_N_D_A_NC_H_O_R_A_GE_D_ET_A_IL __ @ LAP Fl:R SCI-I . l'-6' CMAX.J CMIN.J CMIN.J FEF. TYPICAL lolALL &l:CTIONC&J FOR FOOTING SIZE t Rclr-F. ADDN'L. ir.EINF. TO FOLLOW &AMI: Ff;IOl=ILE A& &TEPFl:D FOOTING loll-ll:Rc AFFLICABLI: . FEF. 'GENERAL CON&T. RcQLIIRl:McNT& OF MA&. RETAINING I-IALL&' DETAIL Tl-II& &1-11:1:T. IlPK1N OIB I I i? fT<L -QP[IQj I HALL --==1==-----JrT----, !"LAN FTG. • l'IEIN'. l"Eflt fDLAN l!IAA6 TO MATc::M-=--FTG. &TEEL 12-04 T'EI MIN.l ----+-HALL JOM AT &TEP CTYP. -U.O.N.l I --+--HALL l"Eflt fDLAN '0' MIN. treGAI 61 El I I J > fT<L -QP[IQj 2 ______ lY_P_. _S_T_EP_P_E_D_F_O_O_TI_N_G ____ ® MIN. LAP. Fl: &ell. C24'MINJ LAPOUT&IDI: MIN. LAP. Fl: &Cl-I. (24'MINJ BAR Af.OUND cotr.Nl:R INSIDE BAR& Vl:RTICALL Y IN CORE (16' MIN. UPORDOWNJ '5 (VJ MIN. TYP. (U.O.N.J MIN. LAP. Fl: &Cl-I. (24'MINJ TYPICAL TYPICAL CO!'INER INTE~IOR DOUBLE LAYER REINFORCING: 'S(Vl:RT.) MIN.&cc FLAN TYPICAL TYPICAL cotr.Nl:R INTERIOR SINGLE LAYER REINFORCING: ~ Tl-II& &l:CTION I-IITI-I '!EINF. BAR BEND, &FL.ICE AND ANCI-IORAGc DETAIL' ________ lY_P_IC_A_L_R_E_IN_F_. _A_J _IN_T_E_RS_E_C_TI_O_N-----1@ MASONRY LAP SPLICE LENGTH (f'm+= 2000 • MIN.) psi BAR SIZE MIN. CLEAR COVER & SPACING 2' 2.S" 3' S' 6' ".3 I!;" IS' IS' IS' IS' •4 22' 20' 20' 20' 20' I!; 34' 21' 2S' 2S" 2S' tE, S4' SI' 43' 30' 30' ., 63' 63' S8' 3&' 3&" 118 12' 12' 12' S2" 44' l'3 81" 81' 81' 61' !;!;' NOTES: I. F~ ll3 RE:6AR F!:j=41Z> KSI. FOR •4iZ> AND LA~R RE:6AR, F!:j=41Z> KSI OR 61Z> KSI. 2. MINIMUM LAP LENC:!Tl-!=41Z> 6AR DIAMETERS. MAXIMUM LAP LENGTl-!=12 6AR DIAMETERS 3. LAPS APPLY TO 60TI-! VERTICAL AND 1-!~IZONTAL REINFORCING!. 4. IF ACTUAL CLEAR COVER OF SPACINC:i FALLS een-1eeN VALUES PROVIDED IN Tl-IE TA6Le, SPLICE LENC:!TI-! 51-!ALL ee 6.ASED ON Tl-le SMALLER VALUE. DIP ONE END IN CiRl:A&c OR &Lcl:Vc FOR BOND BREAK "4 MIN. X 48' LONG EPOXY COATED, &TAINLES& OR GALVANIZED &MOOTI-I BAR& MATCI-I <I-IJ WALL ir.EINF. &FACING. DIP ONE END IN GRl:A&c PRIOR TO (Vi REllf'. PER ea£D. CM! REllf'. PER TT!". eECllON LOCATION IN STRUCTURE BOTTOM BARS OF BEAMS, JOISTS, SLABS 1k SPANDRELS (SEE NOTE 7) VERTICAL WALL STEEL LOCATION IN SlRUCTURE TOP BARS* OF BEAMS, JOISTS AND SPANDRELS (SEE NOTE 7) HORIZONTAL WALL STEEL HALL~ BAA-~ •l"ANELEPclE& 'I • 32• x 241 Lc::tlG EPOXY COATED, &TAINI.Ee6 OR GALVANIZED &MOOTMBAR I" MIN. GROUTING El<l"AN&ION C/,f' ½' MN JoHt l'ILL MATeli!IAL FULL 11:IGIIT Plf!CONTHE BOND BEAM Reiff'. ' FR?VIPI: PEEi" RAIC:I: (I' MIN. EA. SIPE! '---'-- EXPANSION JOINT DETAIL (FLAN VIEW) AFFL Y e l61Zl' MAX. CMU CONTROL JOINT CONTROL JOINT DETAIL ew anERTMAN&TIIIU 8, TE&, MOOP& • CRJBB TIE& BAA lelZ),4 13&.4 '3£),4 &IZE 'P' 'L' ,. . ,.. 13 2 14 2!4 -4½ 14 3 2 ½ -6 I!; 3 3/4 2 ½ -1!4 IE, 4 ½ 3 -!I 11 &¼ .1 .. -10¼ ie 6 4 -a 19 !I 14 4!4 -13 14 I IO IO¼ !i¼ -15 ¼ I II n ¼ s¾ -n I f4 18 14 , -w½ 1Ie 22 'lll !I -21 6TMl"8, TIE&, M.:,aFO • QIO&B •TIE& 13 I ½ C3! 2.!i 3 3 14 2 (2) 2.!i 3 3 • !I 2 ½Ill 2.!I 3 "4 3"4 16 4 ½ 3 4 ½ !I 11 !I '4 3.!I 5 '4 10½ ie 6 4 6 a (l)IJeE 3 "4' N CONC. euc;. CON&TfiUCTION (2) U9E 3' IN CONC. euc;. CON&TfiUCTICN AFFL Y e 41Zl' MAX. ® db ' ' ' ' , ~ ____ ,,, z _J I: w --- '90A 13SA I-IOOI<. I-IOOI<. I ffe,p f:CJS fsiltf Bitl>B CHc>T ftHCH:I to &:Al 5) WICATE& !!OJ eENP N PLANE OF-PRAHING WICATES SO.A eENI, K.kl c;~rau,;i TO PLANE OF PMHING (MIN) I8tZIA I-IOOK ) WICATE& 135 .AeENP N PLANE OF PRAHHS --=:)~ WICATES 180 .A ea«, N PLANE OF PRAHNG _,....,. WICATE& 135 .4 OR 180 .A ElEIC, FCIQI ENPIOLAR TO PLANE OF-PMHING ~ INDICATES Oll'&ET N PLANE OF-PRAHING 13JU9E 2 '4' IN CONC. euc;. CON&TfiUCTION SCHEDULE I __ NOTE_, _ALL_P_ll'EN&_ICIN&_G_I..e1_"1<E_N_INCl£!l __ • ------. __ lY_P_I_C_A_L_BA_R __ B_E_N_D_S_&_H_O_O_K_S_® CONC STEEL BAR SIZE t'c GRADE 3 4 5 6 7 8 9 10 11 PSI KSI L= LAP SPLICE IN INCHES 2500 60 18 24 30 36 41 50 63 BO 98 3000 60 22 29 36 43 63 72 81 91 101 4000 60 19 25 31 37 54 62 70 79 87 5000 60 13 17 21 25 29 35 45 56 69 6000 60 12 16 19 23 27 32 41 52 63 7000 60 12 14 18 21 25 30 38 48 59 3000 60 21 28 35 42 48 55 62 73 89 4000 60 18 24 30 36 42 48 54 63 77 5000 60 16 22 27 32 38 43 48 56 69 6000 60 15 20 25 30 34 39 44 52 63 7000 60 14 18 23 27 32 36 41 48 59 SCHEDULE II CONC STEEL BAR SIZE f'c GRADE 3 4 5 6 7 8 9 10 11 PSI KSI L= LAP SPLICE IN INCHES 2500 60 24 32 39 47 54 69 88 112 137 3000 60 21 29 36 42 50 63 80 101 124 4000 60 19 25 32 37 43 55 69 88 108 5000 60 17 23 28 33 38 49 62 77 96 6000 60 16 21 25 30 36 45 56 72 88 7000 60 14 19 24 28 33 39 53 67 83 3000 60 29 39 48 58 68 77 87 101 124 4000 60 25 34 42 50 59 67 75 88 108 5000 60 23 30 38 45 52 60 67 77 96 6000 60 21 28 34 41 48 55 62 72 88 L TIE IICMEPULE6 -ON TIii& PETAIL AFl"I. Y TO l'IEI"~ ILAR IEIGMT CQICl'IETE • "'5 TO flllZ) FCF. 2. ALL -IZONTAL llf'LICE& 6MALL 1!1E 6TA<:iC1oEl'IED M 6l-fOloN. IF MOl'IE T1-IAN -OF 1/ERTICAL l'IEl~ING I& LAP llf'LICED HITMIN TIE l'IEGIJll'IED LAP &fDLICE LENGTH, TIE LAP llf'Llc:E l.£NGTH &MALL l!IE INCl'IEA6ED 33!l. 3. LAP &fDLICE& Ll&TED IN TIE 8GMEDULE -Cl.A&& El LAP& FOR CLA66 A LAP&, l'IEDUCE l.£NGTH l!IY a.. 4. TME SMALLER BAR LAP LENCiiTH &MALL l!IE ueED HMEN &fDLIC:ING I.A I EAIEllT 6IZE l!IAl.6. &. LAI" ~TM& 61'1!!C:ll'ICALLY =AILl!D ON DIUHINCill &MALL GOW!IN IN Lll!U Of' TM!! LAI" l.£NGTM6 &c:1-EDULED. 6. Tl-A! CONTl'ACT°", AT HI& OPTION. MAY ll&e A el.ITT Hel.Dl!D 61"1.ICI!! IN Ll!U Of' TH! LAI" 61"1.lc:e --&EE DETAIL. 1. TOP l!IAA6 Al'IE -I:z:oNTAL l!IAA6 PLACED 60 TMAT 12' ~ MOl'IE OF c::oNc:1;£1£ I& c:A&T N Tf.lE I !El 11!11:R l!!ELOW Tl-e l!IAR. U8I! 6CHEDUU! II FOR LAP l.£NGTM6 FOR TOP l!IAR8 N 6LAl!l6 HI-IERI! MOl'IE THAN 12' OF CONCRE11! I& c:A&T l!IELCIH TMEM. 8. ALL DETAILING AND l"LACING OF REllf'O!OlCING &MALL COMl"L Y HITH TIE 61"1.ICE LIii" 6CMEDULE6 AND PET AIL&, I.INLE66 &f'ECIFICALL Y PET AILED OTMERHIIIE ON TIE DIUI-IING&. 9. 1!11.WLEP BAR IIFLICE&, al INDIVIDUAL BAR 6FLICE6 HITMIN TIE eu-0LE 6MALL NOT 0\/ERI.AP EACH OTI-ER. I:>' INCl'IEOSE LAI" LENGTH 2e!O AT THREE !!AR !IIN)LE6. cl INCl'IEASE LAI" LENCiiTM 33'1< AT F0Ui'I !!AR E!INDLE& loD. ALL HALL l!IAR 6fDLICE6 &MALL 1!1E 6TAGQERED. II. JAM8 l!IAA6 All:> 1/ERTICAL HALL l!IAl.6 MAY l!IE LAl"l"ED -AT ONE l"OM IF LAP& ARE INCl'IEAIIED »" 12. c:HClR) All:> DRAG l!IAA6 &MALL 1!1E LAl"l"ED A6 HALL &leL HITH eoTTOM AND TOP BAR& C:0I 4 !E!f'QNDING TO ~ C\IERTICALJ l!IAA6 ~ A6 TOP C-I:z:oNT AI.J l!IA!lill A6 DEFI-IED IN NOT!! T Al!(M!. IS. BAR 6FLICE6 N LIGHTHEIGHT CONCl'IETE IIMALL HAVE LAP& 33'1< LONGER Tf.lAN &c:MEDULED. . L ~ .' 12d OR 12" MIN L I, I ~ 11/2' MIN 6' MAX WALL OR SLAB SPLICE DETAIL REGULAR WEIGHT CONCRETE ~n 7000 60 19 26 32 38 44 51 57 67 83 REINFORCING LAP SPLIC-..=E:....-=.SC.=..:H~E=D=-=U=L=E~'°-Y£.__ ___ __, 1 L 'I 12d OR 12" MIN TOP REINF '[ 1 1/i OR WIRED IN CONTACT] 1 ' L BEAM SPLICE DETAIL r-SLOPE 1 :12 / MAX 1YP • BOTT REINF J RCE __ _ EXP, ___ _ DATE REVIEIJED BY, INSPECTOR DATE fSHml CITY OF CARLSBAD ~ 1-----11----+----------------t------t---t---i------i L...!:....J ENGINEERING DEPARTMENT ~ ;:;G;;RAD;:;:;:IN;;;,G.::;P;;;LAN;:;:;;S :::;FO;;;;;;R=: ========:..====: OCEAN VIE\./ POINT TERMINUS OF T\./AIN AVENUNE APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 DATE Sergin Engineering Inc. DATE INITIAL DA TE INITIAL DA TE INITIAL -II serhat@sergi nen gi neeri ng. com CELL: 858-220-4366 ENGINEER OF WORK 01HER APPROVAL Cl1Y APPROVAL Docusign Envelope ID: 5DD75B7F-38DE-4CFE-BA4E-F36FCA5377F8 7/17/2024 RVWD BY: DWN BY: CHKD BY: PROJECT NO. DRAWING NO. BAK CT 15-07 534 - 6A PUD 15-15CDP 15-53HDP 15-03HMP 15-05 GR 2021-0043 NF RETAINING 1-1 MAX RET. 1-!EIGI-IT (l)' -l'-11' 2'-(l)' -.3'-11' 4'-(l)" -S'-4' LEDGEND (D : HATEFi!FROOFING 6Y OTI-IER& (D : SELECT 6ACKFILL <El ~ 21J 4 DRAINACiiE FER SOILS REPORT REF.ffi ~ 6'-(l)' TALL CMU FENCE HALL FER LANDSCAFINC:i ARCI-IITECT FOOTING HIDTI-I 'A' 2'-(l)" .3'-(l)' .3' -(!)' 12' WALL SCHEDULE HALL REINF. '6' •4 • 16' O.C. •4 • 16' o.c. •4 • 16' O.C. KEY 'C' - (l)'-6" (l)'-9' ---S' CMU-SOL GROUT HI (VJ REINF. AS SI-IOI-IN 4 •4 <I-IJ fl .32' o.c. ----•4 • IS' -'l.----------------ri=--=::...==..1..q..:...t.....!iaa .Lia=-------,.,,,c...-, MAX. ---------+-\l~==i;,,.;;;,,,,,;;=r=l=-=!!1.-' •4 CONT_----L '6' 12' MIN. 'A' LOT LINE RETAINING WALLS • IS' AX. LEGEND @ INDICATE& 16' CMU STEM-SOL C:IRT. 1-1/ ., (V) • 8' 4 2-•4 (1-1) • .32" (OR IS (1-1) • 24' MAX.J -6'-(l)' MIN. STEM 1-!EIGI-IT @ INDICATE& S' CMU STEM-SOL H/ I!; (V) • 8" 4 •4 (1-1) fl .32" © INDICATES TOP OF FOOTING TO 6E fl/OR LOI-IER TI-IAN .3(1)8.S' 6R01-1 DITCI-I FER-.....__ CIVIL FLANS @ INDICATES .3' CLEAR• 12' 4 .31/2' CLEAR fl 16' CMU S' CMU-SOL C:IRT. HI'S (V) • 8' 4 •4 (1-1) • .32' 1'-4" MIN. LR. HIDTI-I FER CIVIL FLANS ~ Q I ,.\) 1-lATEFi!FROOFING 6Y OTI-IER& ~ ..-,,!!! -"""': ,_-::,.-: •. ·;: . .-• .-. .--,, ~-··: •• ·•···················· :.·• •• ··•············ l'-/'-A,-'-1!"" . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..... . • 2 IMAX.u fil~.lli1¥~1 I I="' ~~··· 1/2' CLR. I!; (V) fl S' -----2-•4 (1-1) • ., (V) • 8' --6ACKFILL 4 DRAINAGE FER SOIL& REPORT ------+-·=----===:::•=-----....,.1t......J,.. ___ :.,• --==·tt=::::· J.•-i• 414 • IS' -==::=----- <TYF., U.O.N.> 'S (1-1) • IS"---~ CLR. S'-(l)' MIN. 18' -oc "'d .36" LAP SLOPED BACKFILL W PLANTER WALL J -,.\) I "' FENCE PER LS PLA NS TW = TOP OF WALL AT F/NfSHED SURFACE Hexp = HEIGHT OF EXPOSED WA LL (WHERE NOTED) H=HEIGHT OF WALLFROMTW TOTF BW = BOTTOM OF WALL AT FINISHED GRADE rn'@FG = FINISHED GRADE AT TOP OF WA lL / LEVEl OR SLOPED BACKFILL PER PLAN __.-WATERPROOFING ____ WALL DRAINAGE (CRUSHED AGGREGATE, PER SDRSD C--08) MIN. EMBEDMENT PER S TRUCTURAl PLANS (TYP.) -...._ 4' FRENCH DRAIN TD OUTLET THROUGH WALL FACE OR CONNECT TO PVT S.D RETAINING WAll PER DETAILS SHEETS 15-18 TF = TOP OF FOO TING TYPICAL DETAIL -RETAINING WALL SCALE: NOT TO SCALE 6ROI-I DITCI-I FER ---.....__ CIVIL FLANS 2 I MAX. u m!:. -'ill: mm!~ m, •4 (1-1) ------- -~m -~ ' j, :r: = 1/2' "' "' LR. • ---::c '-- ';t ... •4 (V) • 16'--.....__ ~ ~ ~ ~ > .32' MIN. LAP '--..... 12' 3: i cl d) I!; (V) • 16' ~ ~ -l1'l • • • Q I • • • l i2· l ., ., 3'-(l)' 1-11 IS (1-1) • 24' MAX. (T •6) SLOPED BACKFILL NO SURCHARGE -I &I\ VI ~ 0 CONTRACTOR TO 6ACKFILL 60TI-I SIDES • Tl-IE SAME TIME 1-1/ 24" MAX. GIRADE DIFF. 6ETI-IEEN EA. SIDE 3(!)3.(l)' F.G. FER CIVIL-vERIFY = ,.\) I r- e ALU IMPERVIOUS 6A&IN LINER FER CIVIL FLANS T.O.F. ELEV. 29.3.7' ..----... FER CIVIL-vERIFY ffi__/ \JP REF . • • 3(l)!;_(l)' ™ -----s•CMU-SOL.C:IRT. 1-11 f4 (V) • 16' 4 f4 (1-1) • 32' • • 0 • .3(!)3.(l)' F.G. FER CIVIL-vERIFY e ·=------- -..J l 2'-9' H/ 3-'S (T46) l ~ '1 SEPARATION WALL @ BIO RETENTION BASIN NOTES: I. 610 RETENTION LAYERS &I-IOI-IN I-IERE ARE FOR REFERENCE ONLY. 2. ALL 610 RETENTION INFO FER CIVIL CONTRACTOR TO 6UILD 610 RETENTION 6ASIN FER CIVIL FLANS. RCE___ EXP, __ _ REVIEIJED BY, INSPECTOR DATE DATE APPROVED: JASON S. GELDERT 1----+----+--------------+----+-----,t----+----t ENGINEERING MANAGER RCE 63912 DATE Sergin Engineering Inc. DA1E INITIAL DA 1E INITIAL DA 1E INITIAL -II serhat@sergi nen gi neeri ng. com CELL: 858-220-4366 ENGINEER OF WORK OlHER APPROVAL CllY APPROVAL Docusign Envelope ID: 5DD75B7F-38DE-4CFE-BA4E-F36FCA5377F8 7/17/2024 RVWD BY: DWN BY: CHKD BY: PROJECT NO. DRAWING NO. BAK CT 15-07 534 - 6A PUD 15-15CDP 15-53HDP 15-03HMP 15-05 GR 2021-0043 NF 1'-rz>" MIN. -"' ' TO DAYLIGI-IT ADDITIOll,IAL REINF. • OOARD RAIL POST FER@ lb 'S • lb" O.C. 8' CMU SOL E>'-rz>' I-II (V) REINF. AS SI-IOl,,IN '•4 (1-1) • 32' O.C. 36' MIN. LAP • 'E> (V) •4 • 24' • It'. .... -I 3' CLR. • 1'-(2)' 4'-9' = .g ' "' rr I I I I I I I I I I I HI '4 (1-1) e 24" (Tl6) PROPERTY LINE ':I 14 (1-1) COll,IT. -I > ---u ... . le ~ ~ 21t2' lit • <I) .g CLR. IU ' ! "' -I ---<I) I: .o ~ ~ • IU I 12' Q 3 ' '° Q • ~ ::t 6ACKFILL • ~ DRAINAGE :x: FER SOILS <[ REPORT I: I • +---'I.- 'E> e 8" RETAINING WALL SCHEDULE •4 < 1-1) • TOP l'IA)(.HAI.L @n-ti l:!OTT. l<ETr MEIClHT MAS. &TEM /Ill 1MICIOE66 121 OR 161 MAS. HAU. 61EM HT.@ Fill:THCi 11-e• -w-s• 5'-d'J' 12' 2'-e' 4'-,0' ..... 81-'!11 -..,._,. .. ..,,. II,' 21-11 5'-4' '1. 8' llr>'-9" -14'-9" ... .,. II,' 41-61 Pl-I' '1 •8' SCHEDULE @ : INDICATES 3' CLR • 12' « 31t2" CLR • lb" CMU (I) , STORAGE DEFTI-I FER CIVIL FLANS ill : 3' LAYER OF ¾' FEA C:!RAVEL @ , 18' ENC:ilNEERED SOIL FER CIVIL FLANS G): 3' LAYER OF I-IYDRAULIC MJLCI-I NOTES, I. FOR OOARDRAIL ATTACI-IMENT A6V. CHU REF.@ lb • .... 2. CONTRACTOR TO USE D6L. END OPEN N 60!',ID 6M. 6LOCK5 EVERYHHERE TO CONSTRUCT THE 1-!ALLS :x: <[ I: -a'i PLASTIC LININC:i FER CIVIL FLANS = z an I: • • z I: • oc .!9 . "' -I • • !1l 'F' HEEL ll<ET l<ET LOCATI Fill:THCi ® f6 • 16' l'-6' 45 ••• 3•.r;a '1. 8' 3'-rJ' '& (V) •IE>-' __ ....-- 2-14 (1-1) e e -I - e - • It'. .... • • • • • •4 e 24' MAX. (Tl6) 3" CLR '4 (1-1) • 12' • 18' 'A' HI'& • 24' (146) -------'D' .,.------,6ACKFILL 4 DRAINAGE FER SOILS REPORT REF. 12' 'E' SITE RETAINING WALL W /SLOPED BACKFILL @ BMP • "' "' • = ---.... ::t "' ---. IE' :i: ----;!; IE' µ ...... ---3: ::t ::] ---I: ;tu ...... 3: .!!l b~ • £,! • "' ' - RETAINING WALL SCHEDULE HAU. @ l!IOTT. l<ETr 12' OR II,' HA&. HAU. IEE!. ll<ET l<ET Loc.4T1Clll MEIClHT HA&. &1EM 61EMHT.@ l'IETn-r. l'IE~ ® /Ill 1Mla<NE66 12·-, 61-31 12' 4'-e' ••-,o• "l ••• ••e• 21-111 14'-9' , .... , .. 5•-9• •·-0' .... "'•&' 3•., SCHEDULE @ : INDICATES 3' CLR. e 12" l 31t2' CLR e IE>' CHU 6ROH DITCI-I FER CIVIL <HHERE OCCURS) (D : STORAC:!E DEFTI-I FER CIVIL FLANS ill : 3" LAYER OF ~• PEA C:!RAVEL @ : 18" ENC:ilNEERED SOIL FER CIVIL FLANS G): 3" LAYER OF I-IYDRAULIC MULCI-I 14 (1-1) e TOP 21t2' ·•41ic:=i· 1 cLR NOTES: I. FOR GUARDRAIL ATTACI-NENT A6V. CHU REF.ffi w 2. COll,ITRACTOR TO USE D6L. END OPEN 60!',ID 6M. 6LOCK5 EVERYWI-IERE TO COll,ISmJCT THE 1-!ALLS 2 IMAX.r:; I • ::i. .g :t: e ~:: ---v-HATERFROOFINC:i ~ 11J>:r a :--::--IS (V) • lb' I 6Y OTHERS -I .g"' Q 0 -"' <I) • • • .... .... ifi ~ ~ ~ lit io -' f ;,. VI Q ~ ~ ;c ~ Q !¥ ~ ~ ~ I: • ~ !1l MAX. HATER ELEV. FER CIVIL (3rz>4.2' -VERIFY) e e e di ~ I: • • oc "' -I • • 0 • 0 • • - • 0 • 0 • 0 • 0 • • • • J PLASTIC LININC:i FER CIVIL FLANS 11_11 " ' = oc N...J • • • • • 3' CLR • 'F' I I I I l 2-'4 (1-1) • 0 • 0.: • • ----'4 (1-1) • 12" 18' • 12'-0' HALL 24' e 14'-rz>' HALL FOOTINC:i fc:: > 4000 PSI SITE RETAINING WALL W /SLOPED BACKFILL @ BMP ' 12" ---.z o· ~ !¥~ -I ~ '. ::i. ocz I: f~ .... "' --- 'D' 6ACKFILL 4 DRAINAGE FER SOILS REFOFi?T REF. ' .g µ • "' ' RCE __ _ REVIEIJED BY, INSPECTOR APPROVED: ~~;t i-a I-z i ~ = Ht .... "' • a, ... •• ' f ---.... ;,. ::t .... ---. VI Q IE' :i: ~ . ---~ ;!; IE' IU ...... ;c 8 ---3: ~~ ~ ..... -3: .!!l ~ ~~ = £,! 20 EXP, __ _ DATE DATE JASON S. GELDERT 1----+----+--------------+----+-----,0----+---t ENGINEERING MANAGER RCE 63912 DATE Sergin Engineering Inc. serhat@sergi nen gi neeri ng. com CELL: 858-220-4366 DA1E INlllAL ENGINEER OF WORK DA 1E INlllAL DA 1E INlllAL OTHER APPROVAL CllY APPROVAL -II Docusign Envelope ID: 5DD75B7F-38DE-4CFE-BA4E-F36FCA5377F8 7/17/2024