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Home My WebLink AboutDWG 529-9A; CT 16-07; MARJA ACRES; 01-60PROJECTSITEKnow what'sRTITLE SHEETSan Diego Gas and ElectricCompanyReviewed By:Date:Eric CraigLand Management RepresentativeValid for 18 months from date of signature2/7/2022)HEUXDU\02/08/2022MBIAMGRADING NOTES (IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL CODE.) 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA TE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HA VE A RA TING OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS VII OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 6. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET. 8. ORIGINAL ORA WINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCT/ON. 11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DA Y.S OF THE COMPLETION OF FIELD TESTS. 12. A SOILS COMPACTION REPORT AND COMPLIANCE VER/FICA TION REGARDING ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND THE " EARTHWORK SPECIF/CATIONS " ATTACHED TO THE PRELIMINARY SOILS INVEST/GA TION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 13. A PRECONSTRUCTION MEETING SHALL BE HELD AT THE SITE PRIOR TO THE BEGINNING Of WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCVON, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL REQUEST A PRECONSTRUCTION MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE(5) WORKING DA Y.S PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR WILL THEN BE CONTACTED fnr THE PROJECT INSPECTOR TO COORDINATE A DA TE AND TIME FOR THE PREC6NSTRUCTION MEETING. APPROVED ORA WINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 14. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 438-3891. INSPECTION REQUEST MUST BE RECEIVED PRIOR TO 2: 00 P.M. ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 15. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STA TE AND FEDERAL SAFETY AND HEAL TH STANDARDS, LAWS AND REGULATIONS. 16. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SY.STEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8 CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 17. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. 18. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO 00 SO. 19. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCT/ON EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND 6: 00 P.M. EACH DAY, MONDAY THRU FRIDAY, AND 8:00 A.M. TO 6:00 P.M. ON SATURDAYS. NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDA Y.S IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 20. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DA Y.S PRIOR TO BEGINNING OF WORK. 21. IMPORT MATERIAL SHALL BE OBTAINED FROM, ANO WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 22. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN. 23. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A MINIMUM ONE PERCENT SLOPE. 24. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SWPPP AND/OR SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 25. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. 26. ALL SLOPES SHALL BE /RR/GA TED, STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN (10) DA Y.S OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 27. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO. 529-QL, AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. 28. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND /RR/GA TION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. 29. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 30. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 31. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (800)422-4133 SDG&E (800)411-7343 AT&T (800)892-0123 SPECTRUM (760)438-7741 COX COMMUN/CATIONS (619)262-1122 CITY OF CARLSBAD(STREETS & STORM DRAIN) (760)434-2980 * CITY OF CARLSBAD(SEWER, WATER & RECLAIMED WATER) (760~438-2722 *SAN DIEGU/TO WATER DISTRICT (760 633-2650 * LEUCADIA WASTEWATER DISTRICT (760 753-0155 *VALLEC/TOS WATER DISTRICT (760)744-0460 *OLIVENHAIN WATER DISTRICT (760)753-6466 *BUENA SANITATION DISTRICT (760)726-1340 x1330 >AS APPROPRIATE 32. PERMIT COMPLIANCE REQUIREMENTS: A. FOR CONffiOLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND CONffiOL THE WORK IN PROGRESS /15.16.120 A.BJ CARLSBAD MUNICIPAL CODE. 8. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR 15.16.120 A. 10 CARLSBAD MUNICIPAL COO£: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND /RR/GA TION ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT). (2) AS-BUILT GRADING PLAN. (3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. ( 4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. 33. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. 34. IN ACCORDANCE WITH THE CITY STORM WATER STANDARDS, ALL STORM DRAIN INLETS CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT WASTEWATER DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE SATISFACTION OF THE CITY ENGINEER. 35. NO OFFS/TE GRADING IS PROPOSED ON THIS PROJECT. "SPECIAL CONSTRUCTION NOTE" 1. DEVELOPER SHALL ADHERE TO THE FOLLOWING MEASURES FOR ALL CONSTRUCTION PHASES OF THE PROJECT: a. THE PROJECT CONTRACTOR SHALL, TO THE EXTENT FEASIBLE, SCHEDULE CONSTRUCT/ON ACTIVITIES TO AVOID THE S/MUL TANEOUS OPERATION OF CONSTRUCTION EQUIPMENT SO AS TO MINIMIZE NOISE LEVELS RESULTING FROM OPERA TING SEVERAL PIECES OF HIGH NOISE LEVEL EMITTING EQUIPMENT. b. ALL CONSTRUCTION EQUIPMENT, FIXED OR MOBILE, SHALL BE EQUIPPED WITH PROPERLY OPERA TING AND MAINTAINED MUFFLERS. ENFORCEMENT SHALL BE ACCOMPLISHED BY RANDOM FIELD INSPECTIONS BY APPLICANT PERSONNEL DURING CONSTRUCT/ON ACTIVITIES, TO THE SA Tl SF ACTION OF THE CITY OF CARLSBAD. c. CONSTRUCTION NOISE REDUCTION METHODS SUCH AS SHUmNG OFF IDLING EQUIPMENT, CONSTRUCT/ON OF A TEMPORARY NOISE BARRIER, LOCATING STOCKPILING AND/OR CONSTRUCTION EQUIPMENT STAGING AREAS AS FAR AS PRACTICABLE FROM ADJACENT RESIDENCES OR OTHER NOISE-SENSITIVE RECEPTORS, AND USE OF ELECTRIC AIR COMPRESSORS AND SIMILAR POWER TOOLS, RATHER THAN DIESEL EQUIPMENT, SHALL BE USED WHERE FEASIBLE. d. DURING CONSTRUCTION, STATIONARY CONSTRUCTION EQUIPMENT SHALL BE PLACED SUCH THAT EMITTED NOISE IS DIRECTED AWAY FROM OR SHIELDED FROM SENSITIVE RECEPTORS. e. CONSTRUCT/ON HOURS, ALLOWABLE WORKDA Y.S, AND THE PHONE NUMBER OF THE JOB SUPERINTENDENT SHALL BE CLEARLY POSTED AT ALL CONSTRUCT/ON ENTRANCES TO ALLOW SURROUNDING PROPERTY OWNERS TO CONTACT THE JOB SUPERINTENDENT IF NECESSARY. IN THE EVENT THE CITY OF CARLSBAD RECEIVES A COMPLAINT, APPROPRIATE CORRECTIVE ACTIONS SHALL BE IMPLEMENTED AND A REPORT OF THE ACTION PROVIDED TO THE REPORTING PARTY. f. TO COMPLY WITH SDAPCD RULE 55, FUGITIVE DUST CONTROL, THE ACTIVE GRADING SITES SHALL BE WATERED AT LEAST TWO TIMES DAILY. "DECLARATION OF RESPONSIBLE CHARGE" (SHEETS 1-27 & 58-60) I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT ORA WINGS AND SPECIF/CATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: HWL ADDRESS: 2888 LOKER AVENUE EAST. SUITE 218 CITY, STA TE:-~C~AR=L=S=BA=D~C~A~92=0~10~------TELEPHONE: (760) 929-2288 11114--I ==:~~= ~_,==--BY: -IJ, 4 -;iEL LANDY DA TE: -----R.C.E. N0.:---'8""'1""'08"'5'--REG. EXP. DA TE: 09/30/2023 SOILS ENGINEER'S CERTIFICATE I, TED MIYAKE A REGISTERED GEOLOGICAL ENGINEER OF THE STATE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION IN FEBRUARY OF 2021 AND MAY OF 2021. TWO COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, DA TED JULY 26, 2021 TITLED SUPPLEMENTAL GEOTECHNICAL INVEST/GA TION AND REVIEW OF 40-SCALE GRADING PLAN FOR PROPOSED MARJA ACRES MIXED USE DEVELOPMENT HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. ~~OfES3Jo,i,. '"~<J> o•ED<;1 "<k.· SIGNED: :1"'~• ~~~ .ct: Nc.C44864 ~ DAT£: ________________ _ * * G.E./P.E. NO.: RCE 44864 OWNER'S CERTIFICATE I ( WE ) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THIS SITE. IF THIS PROJECT/DEVELOPMENT JS SUBJECT TO A STA TE-REGULA TED SWPPP. I (WE) ALSO AGREE A QUALIFIED SWPPP PRACTITIONER (QSP) HAS BEEN OR WILL BE RETAINED TO SUPERVISE IMPLEMENTATION OF THE SWPPP IN ACCORDANCE WITH THE CALIFORNIA CONSTRUCT/ON ORDER AND MUNICIPAL PERMIT, LA TEST VERSION. MARJA DAWN SELNA. mUSTEE OF THE HOFFMAN LEGACY musT (PARCEL 1) AND THE MICHAEL W. SELNA AND MARJA D. SELNA FAMILY musT (PARCEL 2) DATE EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JIM FITZPATRICK AT 818-749-8846 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN JS EMINENT. 3. FOR PROJECTS COVERED BY STA TE SWPPP /WDID, IN ACCORDANCE WITH THE CONSTRUCTION ORDER ISSUED BY THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD, THE QUALIFIED SWPPP PRACTITIONER (QSP) SHALL UPDATE AND MAINTAIN THE WATER POLLUTION CONTROL (WPC) PLAN TO ADDRESS UPDATED SITE CONDITIONS OF THE PROJECT. THE UPDATED WPC PLAN AND UPDATED SWPPP SHALL BE KEPT AT THE PROJECT SITE AND MADE AVAILABLE TO THE CITY INSPECTOR. ADDITIONAL CONSTRUCTION BMP'S BEYOND THE ORIGINAL APPROVED SWPPP SHALL BE PROVIDED TO ADDRESS SITE CONDITIONS NOT ANTIC/PA TED. THE QSP SHALL REPORT BMP DEFICIENCIES TO THE CITY INSPECTOR. THE QSP SHALL OBTAIN APPROVAL FROM THE QUALIFIED SWPPP DEVELOPER AND THE CITY INSPECTOR REGARDING ANY SIGNIFICANT CHANGES TO BMP DEPLOYMENT. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED SWPPP AND/OR EROSION CONTROL PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGATE. 11. SHOULD GERM/NATION OF HYDROSEEOED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STATE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 21 OF THE CAL TRANS STANDARD SPECIF/CA T/ONS AND THE FOLLOWING: A. HYDROSEEDING SHALL BE APPLIED TO: 1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2. AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREA T/ON DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HA VE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. 8. HYDROSEEDED AREAS SHALL BE /RR/GA TED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: 1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SY.STEM OF LOW PRECIP/TA TION SPRINKLER HEADS PROVIDING 100% COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. 2. AREAS SLOPED LESS THAN 6: 1 SHALL BE /RR/GA TED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/GA T/ON TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE THE PROPOSED SY.STEM. 3. /RR/GA TION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 1. SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs. PER ACRE OF ZORRO FESCUE c. 3 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA d. 4 lbs. PER ACRE OF ACH/LLEA MILLEFOLIA e. 3 lbs. PER ACRE OF AL Y.SSUM (CARPET OF SNOW) f. 1 /2 lb. PER ACRE OF DIMORPHOLECA g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING. i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGR/CUL TUR£ CERT/FICA TION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2. TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED. ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFA TE, 16-20-0, WITH 15% SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE. D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMB/NATION OF: a. TRACK WALKING SLOPES STEEPER THAN 6: 1 b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFF/CIENTL Y FRIABLE. c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SA TURA TEO SEED BED b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. E. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY AERIAL PHOTOGRAPHY /NFORMA TION GATHERED ON APRIL 12. 2016 BY GOLD COAST SURVEYING. INC. AND UPDATED/VERIFIED WITH FIELD SURVEY DA TA COLLECTED ON FEBRUARY 3, 2021 BY HWL. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PRELIMINARY TITLE REPORT: FIDELITY NATIONAL TITLE COMPANY 4210 RIVERWALK PARKWAY, SUITE 200 RIVERSIDE CA, 92025 PHONE: (951) 710-5912 ORDER NO.: 997-30056240-ML6 TITLE OFFICER: MITCH LARIVA EFFECTIVE DA TE: OCTOBER 23, 2020 ~~ SEE SHEET 5 FOR SAN DIEGO GAS AND ELECTRIC PERMISSION TO GRADE AND CONSTRUCT IMPROVEMENTS NOTES VICINITY MAP CITY OF OCEANSIDE HIGHWAY 78 PACIFIC OCEAN INDEX OF SHEETS h l.1 7 NOT TO _A <L SCALE ,; y-~--1 CITY OF VISTA 1 TITLE SHEET, VICINITY MAP, NOTES, LEGEND 2 SECTIONS 3 BMP & STORM DRAIN DETAILS 4 MIT/GA TION MEASURES 5 KEY MAP & DETAILS 6-8 DEMOLITION PLAN, CONSTRUCTION FENCE AND SILT BARRIER 9-16 ROUGH GRADING PLAN 17-27 PRIVATE STORM DRAINS 28-38 ANCHOR RETAINING WALL PLANS 39-50 STRUCTURAL CMU RETAINING WALL DETAILS 51 CONCRETE ENERGY DISS/PATER DETAILS 52-57 PERMANENT SOLDIER BEAM WALL PLANS 58 BMP SITE PLAN 59-60 STORMTRAP DETAILS LEGAL DESCRIPTION (SEE SHEET 4 FOR FULL LEGAL DESCRIPTION) PARCEL "B" OF CERT/FICA TE OF COMPLIANCE FOR ADJUSTMENT PLAT FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, MAY 30, 2013 AS DOCUMENT NO. 2013-0338926 ANO PARCEL "A" OF CERT/FICA TE OF COMPLIANCE FOR ADJUSTMENT PLAT FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, MAY 30, 2013 AS DOCUMENT NO. 2013-0338927 BENCHMARK DESCRIPTION: PT. NO. 110 (CLSB-110) RECORD OF SURVEY NO. 17271 LOCATION: WELL MONUMENT STAMPED "CLSB-110 L.S. 6215" IN NORTHEAST SHOULDER OF EL CAMINO REAL ±1 /2 MILE NORTHWEST OF CANNON ROAD AND ±50 FEET NORTHWEST OF PAC-BELL MANHOLE RECORDED: FEBRUARY 2. 2002 ELEVATION: 71.96 DATUM: NGVD 29 HORIZONTAL COORDINATES: N 68"02'46" W 2300.98' GRID PT NO. 110 (CLSB-110): N 2000430.401 E 6238770.130 PT NO. 126 (CLSB-126): N 2001290.642 E 6236636.005 BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS PROJECT IS THE CALIFORNIA COORDINATE SY.STEM 83, ZONE 6, NAD83, EPOCH 1991.35, AS DETERMINED LOCALLY BETWEEN CITY OF CARLSBAD SURVEY CONTROL NETWORK PT NO. 110 (CLSB-110) ANO PT. NO. 126 (CLSB-126), AS SHOWN ON RECORD OF SURVEY NO. 17271 (FILED 02/08/2002) OWNERS: MARJA DAWN SELNA, TRUSTEE OF THE HOFFMAN LEGACY TRUST AND MICHAEL W. SELNA AND MARJA DAWN SELNA. TRUSTEES OF THE MICHAEL W. SELNA AND MARJA D. SELNA FAMILY TRUST 6284 FORESTER HUNTINGTON BEACH, CA. 92648 DEVELOPER JASON HAN, NUWI CARLSBAD LLC 2001 WILSHIRE BL VD, SUITE 401 SANTA MONICA, CA 90403 (310) 864-2427 REFERENCE DRAWINGS CMWD 85-101, DWG 222-4, DWG 440-4, DWG 477-6, DWG 529-9, DWG 529-98, DWG 529-9C, DWG 529-9L PROJECT ADDRESS 4901 EL CAMINO REAL CARLSBAD. CA 92010 GRADING QUANTITIES CUT._· ~2=6~4~73=2~_CY FILI. 185,147 CY EXPORT: 79,585 CY REMEDIAL: 76,492 CY NO OFF-SITE GRADING IS PROPOSED VOLUME OF GRADING: 12,819 CY/AC NOTES: 1. EXCAVATED SOIL SHRINKAGE IS 8%-10%, NOT ACCOUNTED FOR ABOVE. 2. QUANTITIES FOR BONDING PURPOSES ONLY, EARTHWORK TO BE VERIFIED BY GRADING CONTRACTOR WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, SPECIF/CATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON THESE PLANS. THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEERING STANDARDS 7381, 7382 3. THIS SET OF PLANS 4. RESOLUTION NO. 2020-215 DA TED NOV. 3, 2020. 5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDATIONS BY NMG GEOTECHNICAL DATED 7/26/2021 . 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DA TED NOV. 3, 2020. 9. ENVIRONMENTAL APPROVAL DOCUMENTS DA TED NOV. 3, 2020 . 10. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY: HWL DATED: MAY 25 2021 WDID NO. 9 37C395407 11. STORM WATER MANAGEMENT PLAN PREPARED BY: MELLOR LANDY DATED: 3/10/2021 12. CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCTION HANDBOOK AND CAL TRANS CONSTRUCTION SITE BMP MANUAL. LEGEND DESCRIPTION DWG.NO. SYMBOL QUANTITY SUBDIVISION BOUNDARY.. ... . ............ ----!(_-RIGHT-OF-WAY LINE .......................................... ----R/W-... . CENTER LINE .................................................. -----~-... . LOT LINE.. ... . ..... -----fr:-... . EASEMENT LINE .... LIMITS OF RIPARIAN BUFFER ................................. . LINE OF SIGHT . -J!:Z zz .z::,... -KELLY CREEK FLOWLINE ....................................... - - · - · - -.. . UNIT NUMBER ....... . @ PAO ELEVATION .. P=81.0 EXISTING CONTOUR ............................................... ..----BB--_ .............. . PROPOSED CONTOUR ............................................. ~ .............. . GRADED CUT / FILL SLOPE (2: 1 MAX) ................. y 1_LJ3._ DAYLIGHT LINE. . . . . . .... -//---//---CUT/FILL LINE ................................................ --,1+11---...... . TEMPORARY SWALE ............................................. -<E---· ~ · · - . SAFETY FENCE .................................................. --X--X--... 7,185 LF SUB-DRAIN .................................................... 0------.... 1,144 LF KEYSTONE WALL .................... SHEETS 28-38 ............. --------.... 22,947 SF smucTURAL CMU WALL (SPLIT FACE) SHEETS 39-:-50 ... ::::::::::· ..... 11,550 SF SOW/ER BEAM WALL ..................... SHEETS 52-5 ....... """' 1'""'11'""'1 ,-■ ...... 2,324 SF CONSffiUCTION FENCING ........................................ --0--0--0-. . .. 4,200 LF STORM DRAIN CLEANOUT ........... .SDRSD D-9 (TYPE A4) ......... 0 . . . . . . . . . . . . . . 23 EA STORM DRAIN CLEANOUT ........... .SDRSD D-9 (TYPE Al)... IP :: II . . . . . . . . . . . . . I EA STORM DRAIN CLEANOUT ............ SDRSD D-10 (TYPE 85) ........ ~. . . . . . . . . . . . . 4 EA STORM DRAIN CURB INLET .......... SDRSD D-2 (TYPE 81) ...... rc£] . . 16 EA STORM DRAIN CA TCHBASIN ........... SDRSD D-8 (TYPE GI) ....... lffl . . . . . . . . . . . . . . 1 EA STORM DRAIN CA TCHBASIN. . . . ...... SDRSD D-8 (TYPE G2) . . . . . _lffll_ .............. . 6 EA STORM DRAIN CATCH BASIN .... BROOKS BOX (SIZE PER PLAN) ........ [g . . . . . . . . . . . . . . . 31 EA 36"X36" BMP CATCH BASIN ......... .BROOKS BOX .................. I fill 1. . . . . . . . . . . . . . 11 EA DRAINAGE DITCH (24" WIDE, 1' MAX) ... SDRSD 0-75, (TYPE B) . ==> _ ==> ==>. . ... 2,535 LF ====~===: ............. 5 EA ............. =====~ . . . . . . . . . . 7 EA STORM DRAIN CUT-OFF WALL ......... SDRSD SP-07 WING TYPE HEADWALL ................. SDRSD D-34 RIP RAP ENERGY 0/SS/PA TOR .......... SDRSD D-40 ............... m .............. 13 EA MODULAR WETLAND SYSTEM . . .... PER DETAIL ON SHEET .3 ..... D}£J] . 4 EA ~~::R::~:ERGY DISS;PA TO~ ~~;;~~-~~~f~;:;,4~) . . . . . 11 11 ii ....• : :: CONCRETE LUG .......................... C.O.C. DS-5 STORMTRAP DETENTION SY.STEM ......... SHEETS 59-60 ............ ::w::: ...... . r7-7-r,-r, ~-;---t-1-➔-I-~ 1-+-++...J-L.J L.l_l.--1 · · · · · · · · · I I I I · · · · · · 1-+-+7 L_l__l....J 1 EA 1 EA BIO FILTRATION BASIN ........ PER DETAIL ON SHEET 3 ......... ·@=$ __ )) ..... 22,567 SF STORM DRAIN PIPE ........... SIZE AND TYPE PER PLAN ....... ===== . 12" HOPE 1,056 LF ___________ P_O_S_T ___ C_O_N_S_T_R_U_C_T_IO_N_B_M_P_T_A_B_L_E _________ ~ 6" PVC 750 LF 18" HOPE 1,990 LF 8" PVC 715 LF 24" HOPE 1,174 LF STORMWA TER REQUIREMENTS THAT APPL~ n STANDARD SroRMWATER REQUIREMENTS [X] PRIORITY PROJECT REQUIREMENTS TYPE DESCRIPTION OWNERSHIP BIOFIL TRA TION TC-32 PRIVATE TREE WELL S0-1 PR/VA TE (PER DWG 529-9) MODULAR WETLAND -PRIVATE UG STORAGE UG-1 PRIVATE (STORMTRAP) EXEMPT FROM HYDROMOD/FICA TION? n l'E"S (SEE SltMP FOR DOCUMENTATION) [ZJ NO MAINTENANCE AGREEMENT OWNER AND BMP AGENT OWNER AND BMP AGENT OWNER ANO BMP AGENT OWNER AND BMP AGENT SHEET NO. 9-16 4 (DWG 529-9) 9-11 9, 12, 19 & 59-60 MAINTENANCE FREQUENCY ANNUALLY ANNUALLY ANNUALLY ANNUALLY 18" RCP 10 LF 30" HOPE 526 LF 36" HOPE 28 LF "AS BU IL T" RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE ,_____,f----+------------+---+----+---+-------1 I sHE1ET I CITY OF CARLS BAD ~o ENGINEERING DEPARTMENT L__§Q_j ~==-===========:'....'::::::=~ 1----+----+----------------+----l-----+--+-----1 ROUGH GRADING PLANS FOR: PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 0 II!! -SI L GR2021-0006 APPROVED: MARJA ACRES PUD 16-09 SUP 16-02 HDP 16-02 CDP 16-33 SDP 2018-0001 JASON S. GELDERT 207-101-35 AND 207-101-37 THE CALIFORNIA COORDINATE SYSTEM (CCS 27) OF THIS PROJECT IS 358-1671 (X) below. Call before you dig. HOWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD. CA 92010 DA TE INITIAL ENGINEER OF WORK ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/22 DA1E REVISION DESCRIPTION OWN BY: ~M=L __ I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY 1----~--+--~---a : ---CT 16-07 529-9A OTHER APPROVAL CITY APPROVAL L'.Rc..'V'...!.W~D'......'c.BY.'.c:-===-l ~-------~ 3/15/2022DocuSign Envelope ID: 470614E5-43B1-49E9-B3F7-71E9545517E1 6,7(6(&7,21$$6,7(6(&7,21%%6,7(6(&7,21&&([&03$%&$%&.QRZZKDW V55:5:(;,67675((76(&7,21$7(/&$0,125($/)52067$7267$℄5:5:℄(;,67675((76(&7,21$7(/&$0,125($/)52067$7267$352326(' 35,9$7(675((7*$5'(1+,///22367$7267$6287+1257+6287+1257+352326('35,9$7((175<675((7:(67*$5'(1+,///223)52067$7267$352326('35,9$7('5,9($,6/(352326(' 35,9$7(675((7352326('35,9$7((175<675((7($67*$5'(1+,///22367$7267$/27/,1(/27/,1(/27/,1(/27/,1(/27/,1(/27/,1(/27/,1(/27/,1(352326(' 35,9$7(675((7*$5'(1+,///22367$7267$/27/,1(/27/,1(6(&7,216'(7$,/'5$,1$*(',7&+'7<3(%6(&7,21$$$5,35$3)/2:635($'(5'(7$,/0%,$0 I I <.·, I (R/W = 136') (20') (106') (73') (63') (53') (53') (44') (18' MEDIAN) (44') (1 o') 2% ~;,;;,,_ ,· > (2%) (2%) s,&;:,/////////////////////// ~ -(2%) ~_;;.~ ~ ••,.;-•n<.,. / . / / / / / / / / / / / / / / / / / / / / / / / / ,.;,;.:';;i-'···. SCALE= NTS (R/W = 126') (63') I (63') I I ');-\ EX. FENCE 100-80= f 3_ ___,. 60-40-2: 1 SLOPE EX. FENCE 120-100= f 3_ ,..,,-fr_ PR. BLOCK WALL ! /PER L.S. PLANS fr_ ! I PR. BLOCK WALL PER L.S. PLANS 80-60-40-2: 1 SLOPE RET. WALL EX. FENCE 120-1oo=f =-=i_ / fr_ I PR. BLOCK WALL PER L.S. PLANS 34' 38' ~ (W') I ( «"l (rn' ,rn,'") ( «·i (rn'l 80-60-40-2: 1 SLOPE RET. WALL 1 o· 4.5' 5.0' 2% =---SCALE= NTS PROPOSED 70' PRIVATE STREET & GENERAL UTILITY AND ACCESS EASEMENT PER MAP NO 2021-0005 35' 21' 8' M DIAN 21' 2% 35' 1 o· FS ELEV 5_0, 4_5, PER DWG >-----i----i 529-9C 2% ---1 o· PROPOSED 58' PRIVATE STREET & GENERAL UTILITY AND ACCESS EASEMENT PER MAP NO 2021-0005 29' 29' 7' 12' 12· 7' 1 o· 4_5, 5_0, PARKING FS ELEV PARKING 5.0' 4.5' PER DWG 2% -529-9B l~ILY lrEXISTING GROUND FINISHED GRADE ---------fr_ -100 I -80 2: 1 SLOPE 2: 1 SLOPE I -60 ------as--.....__,~-==--=--==---=--=-=-=--=--=-=~--=---=-=-=-1==-:--:::!...._-40 - ---------REFERENCE SHEET 5 SCALE = NTS 2: 1 SLOPE FINISHED GRADE f EXISTING GROUND -------------------2: 1 SLOPE RET. WALL REFERENCE SHEET 5 SCALE = NTS 2: 1 SLOPE RET. WALL REFERENCE SHEET 5 SCALE= NTS fr_ -120 I -100 -I I -80 I --60 ---2: 1 SLOPE -40 -120 -100 -80 -60 -40 PROPOSED 56' PRIVATE STREET & GENERAL UTILITY AND ACCESS EASEMENT PER MAP NO 2021-0005 SAFEFTY FENCE AND GEOGRID WITHIN EASEMENT PER ENCROACHMENT AGREEMENT 8' 28' 7' 28' 12' 12' 7' 1 o· PARKING FS ELEV PARKING 5.0' KEYSTONE RET. WALL PER SHEETS 28-38 2% -PER DWG 529-9B 2% 2% 4.5' '/,;·\ SIDEWALK ** ; ,,,.,.,,. -VERTICAL CUT 6" MIN. (TYP) 4" AC PAVEMENT •• 12" BASE COURSE ** SIDEWALK ** -~,.-:.io ... ~,; VERTICAL /IL;<~":: CUT 4" AC PAVEMENT ** 2% 2% ~ 1. 7'~~.Jfil l--~.>~;~~ SIDEWALK ** __ ,------_jSSl (TYP) VERTICAL CUT 4" AC PAVEMENT GEOGRID ** 6" MIN. (TYP) --~-P~~--SUB-GRADE * SIDEWALK ** 4" AC PAVEMENT ** PROP. SUB-GRADE * 12" BASE COURSE ** PROP. WATER ** PROP. RCLM WATER ' PROP. SEWER ** 1 o· SIDEWALK NO PARKING SCALE= NTS ( • ROUGH GRADE PER THIS D WG.) ('* IMPROVEMENTS PER DWG. 529-9C) STRUCTURAL SEC1/0N DIMENSIONS SHOWN ARE MINIMUMS AND CONTINGENT ON FINAL R VALUE TESTING PROPOSED 68' PRIVATE STREET & GENERAL UTILITY AND ACCESS EASEMENT PER MAP NO 2021-0005 34' 34' 20' 8' MEDIAN 20' 1 o· PROP. RCLM WATER .. / °' PROP. WATER ** \ PROP. SEWER ** 12" BASE COURSE ** \ PROP. SUB-GRADE * ' PROP. WATER ** ' PROP. SEWER ** c_P Rc,:O"'P~·---='-ST~O"'R""M"---=D"-'R"'Aecl N,__*---0 PROP. RCLM WATER ** PARKING ON BOTH SIDES SCALE= NTS ( • ROUGH GRADE PER THIS D WG.) (" IMPROVEMENTS PER OWG. 529-9C} STRUCTURAL SECTION DIMENSIONS SHOWN ARE MINIMUMS AND CONTINGENT ON FINAL R VALUE TESTING PROPOSED 58' PRIVATE STREET & GENERAL UTILITY AND ACCESS EASEMENT PER MAP NO 2021-0005 29' 10' 7' 4, 3_5, PARKING 2% ,__ ~:,:-,·---., •. VERTICAL CUT 4" AC PAVEMENT ** 12" BASE COURSE ** PROP. STORM DRAIN ** __.,..-0 PROP. RCLM WATER ** 12' 2% -29' 12' 7' 1 o· FS ELEV PARKING 3.5' 4' PER DWG 529-9B 2% PROP. SUB-GRADE * ' PROP. SEWER ** -;J '"};-\ ---CU RB & GUTTER ** 6" MIN. (TYP) PROP. WATER ** LENGTH 12" BASE COURSE ** °'-..___ PROP. WATER ** ' PROP. SEWER ** PROP. STORM DRAIN •• _________...O PROP. RCLM WATER ** 3' VERTICAL /i CUT 4" AC PAVEMENT *** 12" BASE COURSE *** PROP. SEWER *** PARKING ON BOTH SIDES SCALE = NTS (• ROUGH GRADE PER THIS DWG.} ('* IMPROVEMENTS PER DWG. 529-9C) STRUCTURAL SECTION DIMENSIONS SHOWN ARE MINIMUMS AND CONTINGENT ON FINAL R VALUE TESTING 24' PRIVATE DRIVE 3' O" CURB 2% FS ELEV PER DWG 529-9B ~= 6" ROLLED CURB & GUTTER *** PROP. SUB-GRADE * ~ PROP. WATER *** PROP. FIRE WATER *** SCALE = NTS (• ROUGH GRADE PER THIS DWG.) (*" IMPROVEMENTS PER DWG. 529-9B) STRUCTURAL SECTION DIMENSIONS SHOWN ARE MINIMUMS AND CONTINGENT ON FINAL R VALUE TESTING I,,. . ' I 20· ,~~~~~~~ 5• kr~✓~~,;;:s,.A~o;1 -4.,~,.::""'"'-"":';__f,'-"3.zB-:;;5=,t~~ 30' x 5' RIP-RAP MAT. 1.5' DEEP NO. 2 BACKING ROCK, 1. 1' THICK ON MIRAFI 140 OR SIMILAR FILTER FABRIC -USE QUARRY STONE OR BROKEN CONCRETE, MUST BE LEVEL. L ~~~~~~~~ PROP. GRADE 6" BOTTOM ELEVA 1/0NjFLOW LINE TO REMAIN CONSTANT AND LEVEL THROUGHOUT THE EN1/RE LENGTH 5' BOTTOM ELEVA 1/0N/FLOW LINE TO REMAIN CONSTANT AND LEVEL THROUGHOUT THE EN1/RE LENGTH ............... I r ELEVA 1/0NS PER / PLAN 12" DEEP ..__ ..__ r EXIS1/NG GROUND .11---L I. , 111 lffi rr: ..__ ..__ ..__ 'I SCALE= NTS 24" SCALE= NTS • 3" 470-C-2000 CONCRETE OR 3" 2500 PSI AIR-PLACED CONCRETE CONCRETE* WITH 6X6-W10.10, 4XW1.4 WMF •• 6" MAX. TO BE ALLOWED ON EL CAMINO REAL "AS BU IL T" RCE __ _ EXP ____ _ DATE REVIEWED BY: INSPECTOR DATE SCALE= NTS PARKING ON BOTH SIDES (AT LOCATIONS WHERE BUILDING IS ADJACENT TO LOT LINE) (• ROUGH GRADE PER THIS DWG.) ,______,_-+--------------+-----+---+---f-------1 I sH2EET I CITY o F CARLS BAD ~o ENGINEERING DEPARTMENT L___§Q_J :==::::'...'.:===========:'...'.::::=~ ROUGH GRADING PLANS FOR: below. Call before you dig. (*' IMPROVEMENTS PER DWG. 529-9C) STRUCTURAL SECTION DIMENSIONS SHOWN ARE MINIMUMS AND CONTINGENT ON FINAL R VALUE TESTING SCALE= NTS (• ROUGH GRADE PER THIS DWG.) ('* IMPROVEMENTS PER DWG. 529-9C) STRUCTURAL SECTION DIMENSIONS SHOWN ARE MINIMUMS AND CONTINGENT ON FINAL R VALUE TESTING L HOWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 DA lE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL MARJA ACRES PUD 16-D9 SUP 16-02 HDP 16-02 CDP 16-33 GR2021-0006 SDP 2018-0001 APPROVED: JASON S. GELDERT ENGINEERING MlNAGER RCE 63912 EXPIRES 9 30 22 DATE DWN BY: ~M~I __ CHKD BY: __ _ RVWD BY: PROJECT NO. CT 16-07 DRAWING NO. 529-9A DocuSign Envelope ID: 470614E5-43B1-49E9-B3F7-71E9545517E1 %03 67250'5$,1'(7$,/67<3,&$/%,2),/75$7,21%$6,1'(7$,/39&&$325,),&('(7$,/6800$5<2)'(9(/23(''8$/$1'75,3/(385326(%03V6800$5<2)5,6(5'(7$,/66,7(63(&,),&'$7$0:66,7(63(&,),&'$7$0:66,7(63(&,),&'$7$0:66,7(63(&,),&'$7$0:6,167$//$7,21127(*(1(5$/127(635(&$67'5$,1,1/(7%,2),/75$7,21287/(76758&785(/,1(5$77$&+(0(17'(7$,/237,21$/5(7$,1,1*:$//$7%$6,10%,$0 ' ' , ' / ' COMPACTED FILL / ' , ' ' ' ' , / , / ' ' , _,, ' .,. 1/,, 1/ ' ' ' TYPICALL----------BENCHING ' 1/, SEE DETAIL BELOW-//" ...__, / lcoMPETENT MATERIAL FILTER FABRICS SHALL BE PERMEABLE NON-WOVEN POLYESTER, NYLON, OR POLYPROPYLENE MATERIAL CONFORMING TO THE FOLLOWING: 1) GRAB TENSILE STRENGTH, POUNDS, MIN. ASTM D 4632 .... .. 2) ELONGATION, AT PEAK LOAD, PERCENT, MIN. ASTM D 4632 ....... . 3) PUNCTURE STRENGTH. LBS .. MIN. ASTM D 3787 .... 4) COEFFICIENT OF WATER PERMITTIVITY, 1/SEC. ASTM D 4491 ..... . 5) BURST STRENGTH, P.S.I., MIN. ASTM D 3786 . , .... 90 . .. 50 . .. 45 :>Q,7 _ --180 NOTES: DOWNSTREAM 20' OF PIPE AT OUTLET SHALL BE NON-PERFORATED AND BACKFILLED WITH FINE-GRAINED MATERIAL PIPE SHALL BE A MINIMUM OF 4-INCH DIAMETER. FOR RUNS OF 500 FEET OR MORE, USE 6-INCH DIAMETER PIPE, OR AS RECOMMENDED BY THE GEOTECHNICAL CONSULTANT DETAIL MINIMUM CLEARANCE DIMENSIONS FILTER MATERIAL~ MINIMUM OF NINE CUBIC FEET PER FOOT DEPTH AND BEDDING MAY VARY 1NITH PIPE ANO LOAD CHARACTERISTICS. 3' TYPICAL -+--OF PIPE. SEE FIGURE 5 FOR FILTER MATERIAL SPECIFICATIONS. ALTERNATE: IN LIEU OF FILTER MATERIAL, NINE CUBIC FEET OF GRAVEL PER FOOT OF SUBDRAIN {WITHOUT PIPE) MAY BE ENCASED IN FILTER FABRIC. SEE FIGURE 5 TO GRAVEL SPECIFICATION. SEE ABOVE FOR FILTER FABRIC SPECIFICATION. FILTER FABRIC SHALL BE LAPPED MINIMUM OF 12 INCHES ON ALL JOINTS. ......... __________ MINIMUM 4 INCH DIAMETER SCHEDULE 40 ASTM D 1527, OR D 1785, OR SDR 35ASTM 2751 ORD 3034. FOR FILL DEPTH OF 90 FEET OR GREI\TER, USE ONLY SCHEDULE 40 OR APPROVED EQUIVALENT. THERE SHALL BE A MINIMUM OF 8 UNIFORMLY SPACED PERFORATIONS PER FOOT OF PIPE INSTALLED WITH PERFORATIONS ON BOTTOM OF PIPE. TYPICAL CANYON SUBDRAIN MINIMUM STANDARD GRADING DETAILS FIGURE 6 NMG Geotechnical, Inc. Rev. 8/00 CANYON SUBDRAIN.ai RETAINING WALL PER PLAN SAFETY FENCING PER LANDSCAPE PLAN SEE LINER ATTACHMENT DETAIL, THIS SHEET [FREEBOARD _-_ STOP OF GRATE CCC 'EABLE l/NER _ / SAFETY FENCING / PER LANDSCAPE PLAN PLANllNG PER CITY APPRO 'I£!) MIDDLE SLOT ---LOWER SLO FG SUBDRAIN OUTLET MARKER -6" AND 8" PIPE 2:1 SLOPE A ,,. PVC SCHEDULE 40 OR 80 -------~ ,,/ SUBDRAIN ~ / PVC DRAIN GRATE CAP·-............_ _ / ..,,,----...... _ 4" MIN. ,----+--,,--",/ // ---------1--/ ']iiefs;ri-1/:::/------12' X 8" X 12" STANDARD .._ -........,..__ I Jc:''I""""""'::"'""'·,;.'....;:.,.. ___ _ I CONCRETE COLUMN BLOCK~------!'t--0-•e-<-------------' ~ ;,,, >·, { "'-C~-tc-=··Cc:.~ -------t"·"·' ' ~ BAGS FILLED WITH DRY CONCRETE ------------MIX TO BE PLACED FOR SUPPORT · r---AND WETTED (2 REQUIRED} -------i,~1.--------NO. 4 STE::.L REINFORCED BAR · -MINIMUM 3'-0" LONG (2 REQUIRED) A Elevation Section A-A SUBDRAIN OUTLET MARKER -4" PIPE A / ABS OR PVC SUBDRAIN 21SLOPE~ V ~ I ,;:::==i):::=::::;1/,//// 2' k-------------------ABS OR PVC DRAIN CAP ------------Ji~~'~:;;,;::s,....._ ___ _ +tR-;'__ : ---------' ' ---------1 ---, : : l ---~----J :J,., -----8" X8" X 16" STANDAR□-~----J I I CONCRETE BLOCK -: : BACKFILLED WITH EARTH ' ' ' ' ,, '' '' ~ '~ ---------j\ -... ---✓.-0;~ --~---/ r,, T --.. NO. 4 REINFORCED STEEL__. 1\' BAR MINIMUM 3'-0" LONG Elevation Section A-A SUBDRAIN OUTLET MARKER MINIMUM STANDARD GRADING DETAILS Rav. 3/0~ SUBDRAIN OUTLET MARKER.ai f PRECAST DRAIN INLET PER DETAIL THIS SHEET TG PER PLAN -OvER FlOW SEE LINER ATTACHMENT DETAIL, THIS SHEET CLEANO/JT O,oo EL 12" MIN FREEBOARD (BASINS 1, 4, 5, 6 & 7) 6" FREEBOARD (BASINS 2 & 3) NMG GC?orechnicoL Inc. DETAIL 1 0 f----1'"'-'' ' Q::'frffi~~::tli/-,, = ; WO E0;z_ B -T PVC END CAP ' ' . (WHERE APPLICABLE) NTS ~#~==1,jc:!,cocccoccccccc. -··cccocc ·ccccoc· -wL ,'{EH --~---··-··-··-··-··-··-··-· -·-··-··-··-·-··-··-··-··-··--· -··-··-··-··-··-··-··-· -··-··-·· ··-··-··-··-··-·· ··--·· -'. -.. -··-' ·-·· -· ·--.' -,. -.. -··-··-· ·-··-. 18" SOIL M. 5 INCH/1 H INF/LlRAll, SEE STRUC 00"'-FIRESTONE PIPE BOOT OR EQUIVALENT TO SEAL PIPE PENETRA llON THROUGH IMPERWO/JS LINER ' 6" OF 3/8" WASHED PEA GRAIIEL INSTALL IMPERMEABLE HOPE LINER (SIDES AND PROJECT NUMBER: N/A ORDER NUMBER: N/A PROJECT NAME MARJA ACRES PROJECT LOCATION CARLSBAD, CA STRUCTURE 1,0_ MWS #1 TREATMENT REQUIRED VOLUME BASED ( CF) FLOW BASE (CFS) 0.021 CFS TREATMENT HGL AVAILABLE (FT) 3.2' PEAK BYPASS REQUIRED (CFS) -IF APPLICABLE PIPE DATA IE MATERIAL DIAMETER INLET PIPE 1 N/A N/A N/A INLET PIPE 2 N/A N/A N/A OUTLET PIPE 49.25 PVC PRETREATMENT BIOFIL TRA TION DISCHARGE RIM ELEVA TIDN 53.25 ---SURFACE LOAD PEDESTRIAN OPEN PLANTER PEDESTRIAN FRAME & COVER 24" X 42" N/A N/A WETLANDMEDIA VOLUME (CY) TBD ORIFICE SIZE (DIA. INCHES) TBD NOTES: PRELIMINARY NOT FOR CONSTRUCTION I. CONTRACTOR TO PROVIDE ALL WJOR, EQUIPMENT, MATERIALS AND INCIDENTALS REQUIRED TO OFFLOAD AND INSTAil THE SYSTEM AND APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE MANUFACTURERS SPECIACATIONS, UNLESS OTHERWISE STATED IN MANUFACTURERS CONTRACT. 2. UNIT MUST BE INSTALLED ON LEVE1 BAS£ MANUFACTURER RECOMMENDS A MINIMUM 6" LEVEL ROCK BASE UNLESS SPECIAED BY THE PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE TO VERIFY PROJECT ENGINEERS RECOMMENDED BASE SPECIACATIONS. J. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE, (PIPES CANNOT INTRUDE BEYOND FLUSH), INVERT OF OUTFLOW PIPE MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR. All GAPS AROUND PIPES SI/All BE SEALED WATER TIGHT WITH A NON-SHRINK GROUT PER MANUFACTURERS STANDARD CONNECTION DETAIL AND SHALL MEET OR EXCEED REGIONAL PIPE CONNECTION STANDARDS. 4. CONTRACTOR TO SUPPLY ANO INSTAil ALL EXTERNAL CONNECTING PIPES. 5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL RISERS, MANHOLES, AND HATCHES, CONTRACTOR TO GROUT All MANHOLES AND HATCHES TO MATCH FINISHED SURFACE UNLESS SPECIAED OTHERWISE 6. DRIP OR SPRAY IRRIGATION REQUIRED ON ALL UNITS WITH VEGETATION. 7, CONTRACTOR RESPONSIBLE FOR CONTACTING MODULAR WETLANDS FOR ACTIVATION OF UNIT. MANUFACTURES WARRANTY IS VOID WITH OUT PROPER ACTIVATION BY A MODULAR WETLANDS REPRESENTATM. 1. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. PROJECT NUMBER: N/A ORDER NUMBER: N/A PROJECT NAME MARJA ACRES PROJECT LOCATION CARLSBAD, CA STRUCTURE J,D. MWS #2 TREATMENT REQUIRED VOLUME BASED ( CF) FLOW BASE (CFS) 0.032 CFS TREATMENT HGL AVAILABLE (FT) 3.4' PEAK BYPASS REQUIRED (CFS) -IF APPLICABLE PIPE DATA IE MATERIAL DIAMETER INLET PIPE 1 N/A N/A N/A INLET PIPE 2 N/A N/A N/A OUTLET PIPE 48. 75 PVC PRETREATMENT BIOFIL TRA TION DISCHARGE RIM ELEVATION 52. 75 ---SURFACE LOAD PEDESTRIAN OPEN PLANTER PEDESTRIAN FRAME & COVER 24" X 42" N/A N/A WETLANDMEDIA VOLUME (CY) TBD ORIFICE SIZE (DIA. INCHES) TBD NOTES: PRELIMINARY NOT FOR CONSTRUCTION WETLANDMEDIA BED PATENTED PERIMETER VOID AREA Jc,-,.,. =~ 2 CS ~ I ' , n-==--" _ _,_ ~ I I _ ~,. 0• 8: /PRE-ALTER -~ CARTRIDGE ~ PLAN VIEW 8: 2. ALL DIMENSIONS, ELEVATIONS, SPECIACATIONS AND CAPACITIES ARE SUBJECT TO CHANG£ FOR PROJECT SPECIFIC DRAWINGS DETNLING EXACT DIMENSIONS, WEIGHTS AND ACCESSORIES PLEASE CONTACT MANUFACTURER. PARKWAY 27 LBS STEEL GRATE IM5""'"7llll'IE,'IIIBilBIWOiE"CllMl'iE" rlf IE I//JJJMlfJ /JS IIIIE\G 1..,., JWllJR 7,,;,,u;,a,&,lllWNtEAIBIIIHDIINIBlffiltlf CATCH BASIN X SIZE 12" X 12" 1211 PROJECT NUMBER: N/A PROJECT NUMBER: N/A ORDER NUMBER: N/A ORDER NUMBER: N/A PROJECT NAME MARJA ACRES PROJECT NAME MARJA ACRES PROJECT LOCATION CARLSBAD, CA PROJECT LOCATION CARLSBAD, CA STRUCTURE I.D. MWS #3 STRUCTURE I.D. MWS #4 TREATMENT REQUIRED TREATMENT REQUIRED VOLUME BASED (CF) FLOW BASE (CFS) VOLUME BASED (CF) FLOW BASE (CFS) 0.016 CFS 0.030 CFS TREATMENT HGL AVAILABLE (FT) 3.1' PEAK BYPASS REQUIRED (CFS) -IF APPLICABLE PIPE DATA IE MATERIAL INLET PIPE 1 N/A N/A INLET PIPE 2 N/A N/A OUTLET PIPE 59.50 PVC PRETREATMENT BIOFIL TRA TION RIM ELEVATION 63.50 ---SURFACE LOAD PEDESTRIAN OPEN PLANTER FRAME & COVER 24" X 42" N/A WETLANDMEDIA VOLUME (CY) ORIFICE SIZE (DIA. INCHES) NOTES: PRELIMINARY NOT FOR CONSTRUCTION CURB OPENING TREATMENT HGL AVAILABLE (FT) 3.4' PEAK BYPASS REQUIRED (CFS) -IF APPLICABLE DIAMETER PIPE DATA IE MATERIAL DIAMETER N/A INLET PIPE 1 N/A N/A N/A N/A INLET PIPE 2 N/A N/A N/A 8" OUTLET PIPE 59.10 PVC 8" DISCHARGE PRETREATMENT B/OFIL TRA TION DISCHARGE RIM ELEVATION 63.10 ---PEDESTRIAN SURFACE LOAD PEDESTRIAN OPEN PLANTER PEDESTRIAN N/A FRAME & COVER 24" X 42" N/A N/A TBD WETLANDMEDIA VOLUME (CY) TBD TBD ORIFICE SIZE (DIA. INCHES) TBD NOTES: PRELIMINARY NOT FOR CONSTRUCTION C/L I I I I I I : : L,., FLOW CONTROL i ~:I ~ ~ RISER I I.Vi -, ',r"d-5:!lh,l{,J_ _ a JI" nur • i I 6"-1 l-4'-o"-I f-5• 1-5'-o"~ J ,5• Ml BAS£ .,, PROPRIETARY ANO CONFIDENTIAL: rHE INFORIIA'TXJN CONTMNED IN THIS OOCUM£NT IS THE SOI.£ PROPEH1Y OF FOH1EMA AND RS COMPANIES. 'THIS OOCIJMENT, NOR AN'f PNlT 'THERlOF, A64Y BE USED, R£PRODUCED OR JIOlJJREl. IN All'f ~ WITH OIJT THE. WRJTTDI CONSENT OF FMrERRA. y z 19 1 /2" 15 1 /2" ELEVATION VIEW RIGHT END VIEW TREATMENT FLOW {CFS} 0,052 OPERATING HEAD {FT) J.4 PRETREATMENT LOADING RATE {GPM/SF} 1.8 WETLAND MEIJIA LOADING RATE {GPM/SF) MWS-L-4-4-C STORMWATER BIOFIL TRA TION SYSTEM STANDARD DETAIL BMP CONSTRUCTION INSPECTION NOTES: 0 0 0 0 18" X 18" 1811 28" 21 3/8" THE £OW WILL VERIFY THAT PERMANENT BMPS ARE CONSTRUCTED AND OPERA TING IN COMPLIANCE WITH THE APPLICABLE REQUIREMENTS. PRIOR TO OCCUPANCY THE £OW MUST PROVIDE: .. ' . • 4 .. NTS 0 0 0 PERFORATED OUTFLOW PIPE DRILL LOWER ORIFICE DIAMETER AT FLOW LINE OF PERFORATED PIPE PER BMP TABLE BIO FILTRATION FACILITY INLET STRUCTURE PVC OUTLET PIPE, SIZE AND FLOW LINE PER PLAN 24" X 2411 24" 34• 27 1/2'' 36" X 36" 36" 44• 40 1/4" *USE EXTENSIONS AS NEEDED NOTES: 1. OUTLET SlRUCTURES PER OLDCASTLE GRATE _ /----.... ~ _ PRECAST MODEL / _;; ::___ " NUMBERS 1212CB, y y 1818CB, AND 2424CB / OR EQUAL. <~ 2. SEE MANUFACTURER'S SPECIFICATIONS FOR COMPLETE DIMENSIONS 1. PHOTOGRAPHS OF THE INSTALLATION OF PERMANENT BMPS PRIOR TO CONSTRUCTION, DURING CONSTRUCTION, AND AT FINAL INSTALLATION. 2. A WET STAMP LETTER VERIFYING THAT PERMANENT BMPS ARE CONSTRUCTED AND OPERA TING PER THE REQUIREMENTS OF THE APPROVED PLANS. 3. PHOTOGRAPHS TO VERIFY THAT PERMANENT WATER QUALITY TREATMENT S/GNAGE HAS BEEN INSTALLED PRIOR TO RELEASE OF SECURITIES, THE DEVELOPER IS RESPONSIBLE FOR ENSURING THE PERMANENT BMPS HAVE NOT BEEN REMOVED OR MODIFIED BY THE NEW HOMEOWNER OR HOA WITHOUT THE APPROVAL OF THE CITY ENGINEER. 3/4"-2" WASHED GRAIIEL, 5 INCH/ I HO/JR INFILTRAllON RATE BOTTOM) W/ JOINTS WELDED TO PROWDE ~------S-lR_U_C-TU_R_A_L -S-01-L -----~ WA !ER-TIGHT SEAL (30 MIL MIN) TRIBUTARY A BMP AREA (AC) BMP AREA GRAVEL (SQ FT) DEPTH BMP 1 1.060 1949 33 BMP 2 0.901 1098 30 BMP 3 0.773 2360 36 BMP 4 6,103 7724 48 BMP 5 1.667 1692 36 BMP 6 4.516 4347 36 BMP 7 3.203 3567 48 ORA/NS TO UM 'ERGRO/JNO PIPE COLLECTOR SYSTEM DIMENSIONS C LOWER ORIF. RISER DEPTH WEIR PERIMETER DIA. (IN) (IN) LENGTH (FT) 0.8 12 12 0,9 9 12 0.9 27 12 2.3 45 12 2.2 21 12 2.4 21 12 2 21 12 6" PVC CAP WITH LOWER ORIFICE @ PERFORATED Pf PE FLOW LINE HfDTH VARIES" PER PLAN Gi'A ITT LA YER AREA EQUALS INFIL TRA T!ON AREA NTS BSM SANDY LOAM COMPOSlllON SAND f---~--~----+ COMPOST SAND SILT CLAY VOLUME 65% 20% 15% WEIGHT 75-80% 10% MAX 3% MAX 9% MAX (FOR REFERENCE ONLY) BATTEN, SILICONE SEAL TOP __ _ EDGE OF BATTEN LOWER SLOT MIDDLE SLOT TOP RISER EMERGENCY WEIR TRIM LINER TO TOP EDGE OF~ BIO FILTRATION FACILITY INLET STRUCTURE D SURFACE DEPTH (IN) 18 12 33 63 30 31,5 31,5 BMP B E WIDTH HEIGHT HEIGHT WIDTH HEIGHT HEIGHT LENGTH (FT) (FT) (FT) (FT) (FT) (FT) (FT) BMP 3 1 0.167 1 - ----12 BMP 4 1 0.167 1,5 4 0.167 3.25 12 BMP 5 1.5 0.167 1 8 0.25 1.33 12 BMP 6 1.5 0.167 1 8 0.25 1.33 12 BMP 7 1.5 0.167 1 8 0,25 1.33 12 (FOR ADDITIONAL RISER DETAILS AND BIOFIL TRA TION SECTIONS SEE PROJECT'S SQWMP ATTACHMENT V) C HEIGHT (FT) 2,25 3.75 1.75 1.75 1.75 LENGTH (FT) -8 8 10 8 z :::, 1/8" MIN. ALUMINUM FLAT BATTEN BAR, 2" WIDTH NUT WASHER 30 MIL HOPE LINER 3/8"X " WEDGE -. ANCHOR, 18" O.C. ~q ~ RU:::: :r::EOTEXTILE FABRIC AGAINST WALL NOT TO SCALE INSIDE HEIGHT OF BOX KNOCKOUTS PER MANUFACTURER SPECIF/CATIONS NOT TO SCALE L HOWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 ,____,_--+------------+----+---+---f------1 I sH3EET I CITY o F CARLS BAD ~o ENGINEERING DEPARTMENT L__§_Q_j :==::::'..'.:===========:'..'.::::=~ ROUGH GRADING PLANS FOR: DA lE INITIAL DATE INITIAL DA lE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL MARJA ACRES GR2021-0006 PUD 16-09 SUP 16-02 HDP 16-02 CDP 16-33 SDP 2018-0001 APPROVED: JASON S. GELDERT r...,, e-a f, .. ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 22 DATE DWN BY: ~M~I __ CHKD BY: __ _ RVWD BY: PROJECT NO. CT 16-07 DRAWING NO. 529-9A DocuSign Envelope ID: 470614E5-43B1-49E9-B3F7-71E9545517E1 0,7,*$7,210($685(6ƑƑƑƑƑƑƑƑƑƑƑƑƑ0%,$0 EIR MITIGATION BI0-1 -NESTING BIRD AND RAPTOR AVOIDANCE. IF INITIAL GRADING AND VEGETATION REMOVAL ACTIVITIES (I.E., EARTHWORK, CLEARING, AND GRUBBING) MUST OCCUR DURING THE GENERAL BIRD BREEDING SEASON FOR MIGRATORY BIRDS AND RAPTORS (JANUARY 15 AND SEPTEMBER 15), THE PROJECT APPLICANT SHALL RETAIN A QUALIFIED BIOLOGIST TO PERFORM A PRECONSTRUCTION SURVEY OF POTENTIAL NESTING HABITAT TO CONFIRM THE ABSENCE OF ACTIVE NESTS BELONGING TO MIGRATORY BIRDS AND RAPTORS AFFORDED PROTECTION UNDER THE MBTA AND CALIFORNIA FGC. THE PRECONSTRUCTION SURVEY SHALL BE PERFORMED NO MORE THAN 7 DAYS PRIOR TO THE COMMENCEMENT OF GRADING AND/OR VEGETATION REMOVAL ACTIVITIES. IF THE QUALIFIED BIOLOGIST DETERMINES NO ACTIVE MIGRATORY BIRD OR RAPTOR NESTS OCCUR, THE ACTIVITIES SHALL BE ALLOWED TO PROCEED WITHOUT ANY FURTHER REQUIREMENTS. SHOULD AN ACTIVE NEST OF ANY MBTA-COVERED SPECIES OCCUR WITHIN OR ADJACENT TO THE PROJECT IMPACT AREA, A 100-FOOT BUFFER (300 FEET FOR RAPTORS) SHALL BE ESTABLISHED AROUND THE NEST, AND NO CONSTRUCTION SHALL OCCUR WlTHIN THIS AREA UNTIL A QUALIFIED BIOLOGIST DETERMINES THE NEST IS NO LONGER ACTIVE OR THE YOUNG HAVE FLEDGED. BI0-2 HABITAT MANAGEMENT PLAN IN-LIEU MITIGATION FEE. PRIOR TO RECORDATION OF A FINAL MAP OR ISSUANCE OF A GRADING PERMIT, l'llHICHEVER OCCURS FIRST, THE PROJECT APPLICANT SHALL PAY HABITAT IN-LIEU MITIGATION FEES ACCORDING TO THE RATIOS AND AMOUNTS ESTABLISHED BY THE HABITAT MANAGEMENT PLAN FOR NATURAL COMMUNITIES IN THE CITY OF CARLSBAD. BI0-3 "THE FOLLOWING MITIGATION MEASURE, IN ADDITION TO MITIGATION MEASURES WQ-1 AND WQ-2 (DESCRIBED BELOW UNDER HYDROLOGY/WATER QUALITY) WOULD REDUCE INDIRECT IMPACTS ON BIOLOGICAL RESOURCES. CONSTRUCTION FENCING. THE APPLICANT SHALL SHOW THE LOCATIONS OF TEMPORARY CONSTRUCTION FENCING WITH THE FIRST SUBMITTAL OF GRADING PLANS. TEMPORARY CONSTRUCTION FENCING (WlTH SILT BARRIERS) SHALL BE INSTALLED AT THE LIMITS OF PROJECT IMPACTS (INCLUDING CONSTRUCTION STAGING AREAS AND ACCESS ROUTES) ADJACENT TO SENSITIVE HABITAT TO PREVENT SENSITIVE HABITAT IMPACTS AND THE SPREAD OF SILT FROM THE CONSTRUCTION ZONE INTO ADJACENT HABITATS. FENCING MAY BE REQUIRED AT THE WESTERN END OF THE PROJECT TO SEPARATE PROJECT IMPACTS FROM THE OFF-SITE SENSITIVE HABITAT OF KELLY CREEK. FENCING SHALL BE INSTALLED IN A MANNER THAT DOES NOT IMPACT HABITATS TO BE AVOIDED. THE APPLICANT SHALL SUBMIT TO THE CITY OF CARLSBAD FOR APPROVAL AT LEAST 30 DAYS PRIOR TO GRADING PERMIT ISSUANCE, THE FINAL PLANS FOR PROJECT CONSTRUCTION. THESE FINAL PLANS SHALL INCLUDE PHOTOGRAPHS THAT SHOW THE FENCED LIMITS OF IMPACT AND AREAS TO BE IMPACTED OR AVOIDED. EMPLOYEES SHALL STRICTLY LIMIT THEIR ACTIVITIES, VEHICLES, EQUIPMENT, AND CONSTRUCTION MATERIALS TO THE FENCED PROJECT FOOTPRINT. ALL EQUIPMENT MAINTENANCE, STAGING, AND DISPENSING OF FUEL, OIL, COOLANT, OR ANY OTHER SUCH ACTIVITIES SHALL OCCUR IN DESIGNATED AREAS WITHIN THE FENCED PROJECT IMPACT LIMITS. THESE DESIGNATED AREAS SHALL BE LOCATED IN PREVIOUSLY COMPACTED AND DISTURBED AREAS TO THE MAXIMUM EXTENT PRACTICABLE IN SUCH A MANNER TO PREVENT ANY RUNOFF FROM ENTERING ADJACENT OPEN SPACE AND SHALL BE SHOWN ON THE CONSTRUCTION PLANS. FUELING OF EQUIPMENT SHALL TAKE PLACE WITHIN EXISTING DISTURBED AREAS GREATER THAN 100 FEET FROM KELLY CREEK. CONTRACTOR EQUIPMENT SHALL BE CHECKED FOR LEAKS PRIOR TO OPERATION AND REPAIR, AS NECESSARY. "NO-FUELING ZONES" SHALL BE DESIGNATED ON CONSTRUCTION PLANS. IF WORK OCCURS BEYOND THE FENCED OR DEMARCATED LIMITS OF IMPACT, ALL WORK SHALL CEASE UNTIL THE PROBLEM HAS BEEN REMEDIED TO THE CITY'S SATISFACTION. ANY IMPACTS THAT OCCUR TO ENVIRONMENTALLY SENSITIVE AREAS BEYOND THE APPROVED FENCE SHALL BE MITIGATED IN ACCORDANCE WITH RATIOS SPECIFIED IN THE CARLSBAD HMP OR AS OTHERWISE DETERMINED BY THE CITY OF CARLSBAD IN COORDINATION WlTH THE USFWS, USACE, RWQCB, AND/OR CDFW. TEMPORARY CONSTRUCTION FENCING SHALL BE REMOVED UPON PROJECT COMPLETION." BI0-4 "REGULATORY PERMITTING AND COMPENSATORY MITIGATION. IMPACTS ON ALL OR PORTIONS OF THE UNNAMED DRAINAGE DITCH ON THE PROJECT SITE SHALL REQUIRE THE FOLLOWING AGENCY NOTIFICATIONS AND PERMITS PRIOR TO APPROVAL OF THE FINAL MAP: THE PROJECT APPLICANT SHALL PREPARE AND SUBMIT NOTIFICATION TO THE USACE FOR UNAVOIDABLE IMPACTS ON NON-WETLAND WOUS. BASED ON THE USAGE'S CWA SECTION 404 NWP PROGRAM, PROJECT ACTIVITIES WOULD BE COVERED UNDER NWP 29 -RESIDENTIAL DEVELOPMENTS, CONTINGENT UPON WAIVER OF THE 300 LINEAR FEET LIMIT FOR THIS PERMIT. THE PROJECT APPLICANT SHALL PREPARE AND SUBMIT A CWA SECTION 401 REQUEST FOR WATER QUALITY CERTIFICATION TO THE RWQCB FOR UNAVOIDABLE IMPACTS ON NON-WETLAND WATERS OF THE STATE. THE PROJECT APPLICANT SHALL PREPARE AND SUBMIT A CALIFORNIA FGC SECTION 1602 NOTIFICATION OF LAKE OR STREAMBED ALTERATION TO THE CDFW FOR UNAVOIDABLE IMPACTS ON UNVEGETATED JURISDICTIONAL STREAMBED. IF REQUIRED BY THE USACE, RWQCB, AND/OR CDFW IN REGULATORY PERMITS, THE PROJECT APPLICANT SHALL IMPLEMENT COMPENSATORY MITIGATION AT A MINIMUM RATIO OF 1: 1 FOR THE UNAVOIDABLE LOSS OF JURISDICTIONAL WATERS, WHICH WOULD INCLUDE ONE OR A COMBINATION OF THE FOLLOWING MEASURES: THE PROJECT APPLICANT SHALL PURCHASE PRESERVATION, ESTABLISHMENT/RE-ESTABLISHMENT, REHABILITATION, AND/OR ENHANCEMENT CREDITS FROM A MITIGATION BANK APPROVED BY THE USACE, RWQCB, AND/OR CDFW; AND/OR.THE PROJECT APPLICANT SHALL IMPLEMENT PERMITTEE-RESPONSIBLE PRESERVATION, ESTABLISHMENT, RE-ESTABLISHMENT, REHABILITATION AND/OR ENHANCEMENT AT AN ON-OR OFF-SITE LOCATION APPROVED BY THE USACE, RWQCB, AND/OR CDFW, INCLUDING PREPARATION AND IMPLEMENTATION OF A CONCEPTUAL MITIGATION PLAN, HABITAT MITIGATION MONITORING PLAN, RESTORATION PLAN, AND/OR LONG-TERM MANAGEMENT PLAN, UNLESS OTHERWISE SPECIFIED BY THE USAGE, RWQCB, AND/OR CDFW. A CONSERVATION EASEMENT, RESTRICTIVE COVENANT, OR OTHER PROTECTION SHALL BE RECORDED OVER THE MITIGATION AREA, AND THE AREA SHALL BE MANAGED IN PERPETUITY IN ACCORDANCE WITH THE LONG-TERM MANAGEMENT PLAN, UNLESS OTHERWlSE SPECIFIED BY THE USACE, RWQCB, AND/OR CDFW." 810-5 PROJECT LIGHTING. PRIOR TO ISSUANCE OF A GRADING PERMIT OR BUILDING PERMIT, WHICHEVER IS APPLICABLE FOR THE PARTICULAR LIGHTING, THE APPLICANT SHALL SUBMIT AN EXTERIOR LIGHTING PLAN FOR CITY PLANNER APPROVAL. ALL EXTERIOR LIGHTING ADJACENT TO OFF-SITE HABITAT ASSOCIATED WITH KELLY CREEK TO THE WEST SHALL BE LIMITED TO LOW PRESSURE SODIUM OR AL TERNA Tl VE SOURCES IN THE AMBER SPECTRUM OF THE LOWEST ILLUMINATION ALLOWED FOR HUMAN SAFETY, SELECTIVELY PLACED, SHIELDED, AND DIRECTED AWAY FROM HABITAT TO THE MAXIMUM EXTENT PRACTICABLE. CR-1 "THE FOLLOWING SHALL BE IMPLEMENTED TO MINIMIZE IMPACTS ON SUBSURFACE CULTURAL RESOURCES: PRIOR TO THE COMMENCEMENT OF GROUND-DISTURBING ACTIVITIES, THE PROJECT DEVELOPER SHALL CONTRACT WITH A QUALIFIED PROFESSIONAL ARCHAEOLOGIST AND ENTER INTO A TRIBAL CULTURAL RESOURCE TREATMENT AND MONITORING AGREEMENT (ALSO KNOWN AS A PRE-EXCAVATION AGREEMENT), WITH THE SAN LUIS REY BAND OF MISSION INDIANS OR ANOTHER TRADITIONALLY AND CULTURALLY AFFILIATED NATIVE AMERICAN TRIBE ("TCA TRIBE"), FOR MONITORING DURING GROUND-DISTURBING ACTIVITIES. THE AGREEMENT WILL CONTAIN PROVISIONS TO ADDRESS THE PROPER TREATMENT OF ANY TRIBAL CULTURAL RESOURCES AND/OR LUISENO NATIVE AMERICAN HUMAN REMAINS INADVERTENTLY DISCOVERED DURING THE COURSE OF THE PROJECT. THE AGREEMENT WILL OUTLINE THE ROLES AND POWERS OF THE LUISEFlO NATIVE AMERICAN MONITORS AND THE ARCHAEOLOGIST AND SHALL INCLUDE THE PROVISIONS BELOW. A COPY OF SAID ARCHAEOLOGICAL CONTRACT AND TRIBAL MONITORING AGREEMENT SHALL BE PROVIDED TO THE CITY OF CARLSBAD PRIOR TO THE ISSUANCE OF A GRADING PERMIT. b) A LUISENO NATIVE AMERICAN MONITOR SHALL BE PRESENT DURING ALL GROUND-DISTURBING ACTIVITIES. GROUND-DISTURBING ACTIVITIES MAY INCLUDE, BUT ARE NOT LIMITED TO, ARCHAEOLOGICAL STUDIES, GEOTECHNICAL INVESTIGATIONS, CLEARING, GRUBBING, TRENCHING, EXCAVATION, PREPARATION FOR UTILITIES AND OTHER INFRASTRUCTURE, AND GRADING ACTIVITIES. c) THE LANDOWNER SHALL RELINQUISH OWNERSHIP OF ALL CULTURAL RESOURCES COLLECTED DURING GROUND DISTURBING ACTIVITIES AND FROM ANY PREVIOUS ARCHAEOLOGICAL STUDIES OR EXCAVATIONS ON THE PROJECT SITE TO THE CONTRACTED TCA TRIBE REFERENCED IN CR-1 (A) FOR PROPER TREATMENT AND DISPOSITION PER THE CULTURAL RESOURCES TREATMENT AND MONITORING AGREEMENT FOR REBURIAL AND TREATED IN ACCORDANCE WITH THE TCA TRIBE'S CULTURAL AND SPIRITUAL TRADITIONS WITHIN AN APPROPRIATE PROTECTED LOCATION DETERMINED IN CONSULTATION WITH THE TCA TRIBE AND PROTECTED BY OPEN SPACE OR EASEMENT, ETC., WHERE THE CULTURAL ITEMS WILL NOT BE DISTURBED IN THE FUTURE, AND SHALL NOT BE CURATED, UNLESS ORDERED TO DO SO BY A FEDERAL AGENCY OR A COURT OF COMPETENT JURISDICTION. WHEN TRIBAL CULTURAL RESOURCES ARE DISCOVERED DURING THE PROJECT, IF THE ARCHAEOLOGIST COLLECTS SUCH RESOURCES, A LUISENO NATIVE AMERICAN MONITOR MUST BE PRESENT DURING ANY TESTING OR CATALOGING OF THOSE RESOURCES. d) ALL HISTORICAL CULTURAL RESOURCES UNCOVERED BY THE ARCHAEOLOGIST WILL BE COLLECTED AND TREATED FOLLOWING THE GUIDELINES AND REGULATIONS SET FORTH UNDER 36 CFR 79, FEDERAL REGULATIONS FOR COLLECTION OF CUL TUR AL MATERIALS. e) THE ARCHAEOLOGIST AND LUISENO NATIVE AMERICAN MONITOR SHALL BE PRESENT AT THE PROJECT'S ON-SITE PRECONSTRUCTION MEETING TO CONSULT WlTH 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. f) LUISENO NATIVE AMERICAN MONITORS AND ARCHAEOLOGICAL MONITORS SHALL HAVE JOINT AUTHORITY TO TEMPORARILY DIVERT AND/OR HALT CONSTRUCTION ACTIVITIES WITHIN THE IMMEDIATE VICINITY OF A FIND. IF ARCHAEOLOGICAL ARTIFACT DEPOSITS, CULTURAL FEATURES OR TRIBAL CULTURAL RESOURCES ARE DISCOVERED DURING CONSTRUCTION, ALL EARTH-MOVING ACTIVITY WITHIN 100 FEET, OR OTHERWlSE DETERMINED APPROPRIATE AND NECESSARY BY THE ARCHAEOLOGIST AND LUISEFlO NATIVE AMERICAN MONITOR, AROUND THE IMMEDIATE DISCOVERY AREA MUST BE DIVERTED UNTIL THE LUISENO NATIVE AMERICAN MONITOR AND THE ARCHAEOLOGIST CAN ASSESS THE NATURE AND SIGNIFICANCE OF THE FIND. g) IF A SIGNIFICANT TRIBAL CULTURAL RESOURCE(S) AND/OR UNIQUE ARCHAEOLOGICAL RESOURCE(S) ARE DISCOVERED DURING GROUND-DISTURBING ACTIVITIES FOR THE PROJECT, THE SAN LUIS REY BAND OF MISSION INDIANS AND THE RINCON BAND OF LUISENO INDIANS SHALL BE NOTIFIED AND CONSULTED WITH BY THE CITY REGARDING THE SIGNIFICANCE OF THE RESOURCES, AND THE RESPECTFUL AND DIGNIFIED TREATMENT OF THOSE RESOURCES. ALL SACRED SITES, SIGNIFICANT TRIBAL CULTURAL RESOURCES AND/OR UNIQUE ARCHAEOLOGICAL RESOURCES ENCOUNTERED WITHIN THE PROJECT AREA SHALL BE AVOIDED AND PRESERVED AS THE PREFERRED MITIGATION, IF FEASIBLE. IF HOWEVER, A DATA RECOVERY PLAN IS AUTHORIZED BY THE CITY AS THE LEAD AGENCY UNDER CEQA, THE CONTRACTED EIR MITIGATION (CONT'D) TCA TRIBE REFERENCED IN CR-1(A) SHALL BE NOTIFIED AND CONSULTED REGARDING THE DRAFTING AND FINALIZATION OF ANY SUCH RECOVERY PLAN. FOR SIGNIFICANT ARTIFACT DEPOSITS OR CULTURAL FEATURES THAT ARE PART OF A DATA RECOVERY PLAN, AN ADEQUATE ARTIFACT SAMPLE TO ADDRESS RESEARCH AVENUES PREVIOUSLY IDENTIFIED FOR SITES IN THE AREA WILL BE COLLECTED USING PROFESSIONAL ARCHAEOLOGICAL COLLECTION METHODS. IF THE QUALIFIED ARCHAEOLOGIST COLLECTS SUCH RESOURCES, THE LUISENO NATIVE AMERICAN MONITOR MUST BE PRESENT DURING ANY TESTING OR CATALOGING OF THOSE RESOURCES. MOREOVER, IF THE QUALIFIED ARCHAEOLOGIST DOES NOT COLLECT THE CULTURAL RESOURCES THAT ARE UNEARTHED DURING THE GROUND DISTURBING ACTIVITIES, THE LUISENO NATIVE AMERICAN MONITOR, MAY AT THEIR DISCRETION, COLLECT SAID RESOURCES AND PROVIDE THEM TO THE CONTRACTED TCA TRIBE REFERENCED IN CR-1(A) FOR RESPECTFUL AND DIGNIFIED TREATMENT IN ACCORDANCE WITH THE TRIBE'S CULTURAL AND SPIRITUAL TRADITIONS. h) WITH THE WRITTEN PERMISSION OF THE TCA TRIBE REFERENCED IN CR-1(A), THE DEVELOPER, AND WITH THE APPROVAL OF THE CITY OF CARLSBAD, THE ARCHAEOLOGIST MAY MAKE 3D SCANS OF AGREED-UPON UNIQUE ARCHAEOLOGICAL RESOURCE(S). THE ARCHAEOLOGIST SHALL MAKE PRINTS FROM THE SCANS AND SHALL SUBMIT THE DIGITAL FILES AND THE ASSOCIATED PRINTS FOR CURATION AT THE SAN DIEGO COUNTY ARCHAEOLOGICAL SOCIETY. THE ARCHAEOLOGIST SHALL ALSO PROVIDE THE DIGITAL FILES TO THE CONSULTING TRIBES. THE DEVELOPER OR DESIGNEE SHALL BEAR THE COSTS ASSOCIATED WITH THE SCANNING, PRINTING AND CURA TION OF THE DIGITAL FILES AND PRINTS. i) IF SUSPECTED NATIVE AMERICAN HUMAN REMAINS ARE ENCOUNTERED, CALIFORNIA HEAL TH AND SAFETY CODE SECTION 7050.5 STATES THAT NO FURTHER DISTURBANCE SHALL OCCUR UNTIL THE SAN DIEGO COUNTY MEDICAL EXAMINER HAS MADE THE NECESSARY FINDINGS AS TO ORIGIN. FURTHER, PURSUANT TO CALIFORNIA PRC SECTION 5097.98(8) 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 LUISENO NATIVE AMERICAN MONITOR SHALL BE PRESENT DURING THE EXAMINATION OF THE REMAINS. IF THE SAN DIEGO COUNTY MEDICAL EXAMINER DETERMINES THE REMAINS TO BE NATIVE AMERICAN, THE MEDICAL EXAMINER MUST CONTACT THE NAHC WlTHIN 24 HOURS. THE NAHC MUST THEN IMMEDIATELY NOTIFY THE MLD UPON RECEIVING NOTIFICATION OF THE DISCOVERY. THE MLD SHALL THEN MAKE RECOMMENDATIONS WITHIN 48 HOURS OF BEING GRANTED ACCESS TO THE SITE AND ENGAGE IN CONSULTATION CONCERNING TREATMENT OF REMAINS AS PROVIDED IN PRC 5097.98. IF THE MLD DOES NOT MAKE RECOMMENDATIONS WITHIN 48 HOURS, THE AREA OF THE PROPERTY MUST CONTINUE TO BE SECURED FROM FURTHER DISTURBANCE. IF NO RECOMMENDATION IS GIVEN, THE PROPERTY OWNER OR HIS OR HER AUTHORIZED REPRESENTATIVE SHALL RE-INTER THE HUMAN REMAINS AND ITEMS ASSOCIATED WITH NATIVE AMERICAN BURIALS WITH APPROPRIATE DIGNITY ON THE PROPERTY IN A LOCATION NOT SUBJECT TO FURTHER SUBSURFACE DISTURBANCE IN ACCORDANCE WlTH CALIFORNIA PUBLIC RESOURCES CODE SECTION 5097.98(E). j) IN THE EVENT THAT FILL MA TERI AL IS IMPORTED INTO THE PROJECT AREA, THE FILL SHALL BE CLEAN OF TRIBAL CUL TUR AL RESOURCES AND DOCUMENTED AS SUCH. COMMERCIAL SOURCES OF FILL MATERIAL ARE ALREADY PERMITTED AS APPROPRIATE AND WILL BE CULTURALLY STERILE. IF FILL MATERIAL IS TO BE UTILIZED AND/OR EXPORTED FROM AREAS WITHIN THE PROJECT SITE, THEN THAT FILL MATERIAL SHALL BE ANAL YlED AND CONFIRMED BY AN ARCHAEOLOGIST AND LUISENO NATIVE AMERICAN MONITOR THAT SUCH FILL MA TERI AL DOES NOT CONTAIN TRIBAL CULTURAL RESOURCES. k) NO TESTING, INVASIVE OR NONINVASIVE, SHALL BE PERMITTED ON ANY RECOVERED TRIBAL CULTURAL RESOURCES WlTHOUT THE WRITTEN PERMISSION OF THE CONTRACTED TCA TRIBE REFERENCED IN CR-1(A). I) PRIOR TO THE RELEASE OF THE GRADING BOND, A MONITORING REPORT AND/OR EVALUATION REPORT, IF APPROPRIATE, l'llHICH DESCRIBES THE RESULTS, ANALYSIS, AND CONCLUSIONS OF THE MONITORING PROGRAM SHALL BE SUBMITTED BY THE ARCHAEOLOGIST, ALONG WITH THE LUISENO NATIVE AMERICAN MONITOR'S NOTES AND COMMENTS, TO THE CITY OF CARLSBAD FOR APPROVAL. CONFIDENTIAL PORTIONS OF SAID REPORT PER STATE LAW SHALL BE SUBJECT TO CONFIDENTIALITY AS AN EXCEPTION TO THE PUBLIC RECORDS ACT AND WILL NOT BE AVAILABLE FOR PUBLIC DISTRIBUTION. " CR-2 PRIOR TO THE ISSUANCE OF A GRADING PERMIT, THE PROJECT APPLICANT SHALL ENTER INTO A CONTRACT WlTH A QUALIFIED PRINCIPAL PALEONTOLOGIST TO MONITOR THE SITE, AND PROVIDE A COPY OF THE CONTACT TO THE CITY OF CARLSBAD. THE PALEONTOLOGIST SHALL BE PRESENT AT THE PROJECT'S ON-SITE PRECONSTRUCTION MEETING TO CONSULT WlTH GRADING AND EXCAVATION CONTRACTORS CONCERNING EXCAVATION SCHEDULES, SAFETY ISSUES AND PROCEDURES, AND SHALL MONITOR ALL GRADING THAT INCLUDES INITIAL CUTTING INTO ANY AREA OF THE PROJECT SITE, AS THE PROJECT SITE SITS ON PALIEONTOLOGICALLY-SENSITIVE SANTIAGO FORMATION DEPOSIT. IF ANY PALEONTOLOGICAL RESOURCES ARE IDENTIFIED DURING THESE ACTIVITIES, THE PALEONTOLOGIST SHALL TEMPORARILY DIVERT CONSTRUCTION UNTIL THE SIGNIFICANCE OF THE RESOURCES IS ASCERTAINED. CR-3 PALEONTOLOGICAL MONITORING SHALL OCCUR ONLY FOR THOSE UNDISTURBED SEDIMENTS WHEREIN FOSSIL PLANT OR ANIMAL REMAINS ARE FOUND WITH NO ASSOCIATED EVIDENCE OF HUMAN ACTIVITY OR ANY ARCHAEOLOGICAL CONTEXT. CR-4 PALEONTOLOGICAL MONITORS SHALL BE EQUIPPED TO SALVAGE FOSSILS AS THEY ARE UNEARTHED TO AVOID CONSTRUCTION DELAYS AND REMOVE SAMPLES OF SEDIMENTS, WHICH ARE LIKELY TO CONTAIN THE REMAINS OF SMALL FOSSIL INVERTEBRATES AND VERTEBRA TES. MONITORS SHALL BE EMPOWERED TO TEMPORARILY HALT OR DIVERT EQUIPMENT TO ALLOW REMOVAL OF ABUNDANT OR LARGE SPECIMENS. MONITORING MAY BE REDUCED IF THE POTENTIALLY FOSSILIFEROUS UNITS DESCRIBED ABOVE ARE NOT PRESENT OR IF THE FOSSILIFEROUS UNITS PRESENT ARE DETERMINED BY A QUALIFIED PALEONTOLOGICAL MONITOR TO HAVE LOW POTENTIAL TO CONTAIN FOSSIL RESOURCES. CR-5 ALL RECOVERED SPECIMENS SHALL BE PREPARED TO A POINT OF IDENTIFICATION AND PERMANENT PRESERVATION, INCLUDING WASHING OF SEDIMENTS TO RECOVER SMALL INVERTEBRATES AND VERTEBRATES. CR-6 SPECIMENS SHALL BE IDENTIFIED AND CURATED INTO AN ESTABLISHED, ACCREDITED, PROFESSIONAL MUSEUM REPOSITORY WITH PERMANENT RETRIEVABLE STORAGE, SUCH AS THE SAN DIEGO NATURAL HISTORY MUSEUM. THE PALEONTOLOGIST SHALL HAVE A WRITTEN REPOSITORY AGREEMENT IN HAND PRIOR TO THE ISSUANCE OF A GRADING PERMIT AND INITIATION OF MITIGATION ACTIVITIES. CR-7 PRIOR TO THE RELEASE OF GRADING BONDS, THE PALEONTOLOGIST SHALL COMPLETE A REPORT DESCRIBING THE METHODS AND RESULTS OF THE PALEONTOLOGICAL MONITORING AND DATA RECOVERY PROGRAM, AND FILE A COPY OF THE REPORT AT THE SAN DIEGO NATURAL HISTORY MUSEUM. CR-8 "AS SUMMARIZED IN SECTION (I) OF MITIGATION MEASURE CR-1, IF HUMAN REMAINS OR REMAINS THAT ARE POTENTIALLY HUMAN ARE FOUND DURING ANY GROUND DISTURBANCE ASSOCIATED WITH PROJECT DEVELOPMENT ACTIVITIES, INCLUDING THE ARCHAEOLOGICAL TEST OR DATA RECOVERY PROGRAMS, THE PROJECT PROPONENT AND ITS AGENTS MUST COMPLY WITH PRC 5097.98 AND CALIFORNIA HEAL TH AND SAFETY CODE 7050.5. HE ARCHAEOLOGIST IN CONSULTATION WlTH THE NATIVE AMERICAN MONITOR(S) SHALL ENSURE REASONABLE MEASURES ARE TAKEN SO THAT THE DISCOVERY LOCATION WILL BE PROTECTED AND SECURED FROM FURTHER DISTURBANCE. b) THE ARCHAEOLOGICAL PROJECT MANAGER SHALL NOTIFY THE COUNTY MEDICAL EXAMINER. c) IF THE REMAINS ARE DETERMINED BY THE MEDICAL EXAMINER TO BE OF NATIVE AMERICAN ANCESTRY, THE MEDICAL EXAMINER WlLL NOTIFY THE NAHC WITHIN 24 HOURS. de) THE NAHC WILL DESIGNATE AND CONTACT THE MLD. ) THE PROPERTY OWNER WILL PROVIDE THE MLD WITH ACCESS TO THE DISCOVERY LOCATION, WHICH WILL HAVE BEEN PROTECTED FROM DAMAGE. f) THE MLD WILL MAKE A RECOMMENDATION FOR TREATMENT OF THE REMAINS WITHIN 48 HOURS OF BEING GRANTED ACCESS TO THE PROPERTY. THE DESCENDANT'S PREFERENCES FOR TREATMENT MAY INCLUDE THE FOLLOWING: i) THE NONDESTRUCTIVE REMOVAL AND ANALYSIS OF HUMAN REMAINS AND ITEMS ASSOCIATED WITH NATIVE AMERICAN HUMAN REMAINS. ii) PRESERVATION OF NATIVE AMERICAN HUMAN REMAINS AND ASSOCIATED ITEMS IN PLACE. iii) RELINQUISHMENT OF NATIVE AMERICAN HUMAN REMAINS AND ASSOCIATED ITEMS TO THE DESCENDANTS FOR TREATMENT. iv)OTHER CULTURALLY APPROPRIATE TREATMENT. g) IF THE MLD DOES NOT MAKE A RECOMMENDATION WITHIN 48 HOURS, OR IF THE RECOMMENDATIONS ARE NOT ACCEPTABLE TO THE PROPERTY OWNER FOLLOWING EXTENDED DISCUSSIONS AND MEDIATION BY THE NAHC, THE PROPERTY OWNER WILL REINTER THE REMAINS AD BURIAL ITEMS WITH APPROPRIATE DIGNITY ON THE PROPERTY, IN A LOCATION NOT SUBJECT TO FURTHER SUBSURFACE DISTURBANCE. THE LOCATION OF REINTERMENT WILL BE PROTECTED BY AT LEAST ONE OF THE THREE FOLLOWING MEASURES: i)RECORD THE LOCATION WITH THE NAHC OR THE SCIC. ii) UTILIZE AN OPEN SPACE OR CONSERVATION ZONING DESIGNATION OR EASEMENT. iiil) RECORD A REINTERMENT DOCUMENT WITH SAN DIEGO COUNTY. h) IF MULTIPLE HUMAN REMAINS ARE FOUND, EXTENDED DISCUSSIONS WILL BE HELD WlTH THE MLD. IF AGREEMENT ON THE TREATMENT OF THESE REMAINS IS NOT REACHED, THEY WILL BE REINTERRED IN COMPLIANCE WITH PRC 5097.98(E)." GE0-1 PRIOR TO APPROVAL OF FINAL ENGINEERING AND GRADING PLANS FOR THE PROJECT. THE CITY'S LAND DEVELOPMENT ENGINEERING DIVISION SHALL VERIFY THAT ALL RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL GRADING PLAN REVIEW REPORT (NMG, 2021) HAVE BEEN INCORPORATED INTO ALL FINAL ENGINEERING AND GRADING PLANS. THE CITY'S SOIL ENGINEER AND ENGINEERING GEOLOGIST SHALL REVIEW /i GRADING PLANS PRIOR TO FINALIZATION TO VERIFY PLAN COMPLIANCE WITH THE RECOMMENDATIONS OF THE \I--REPORT. ALL FUTURE GRADING AND CONSTRUCTION OF THE PROJECT SITE SHALL COMPLY WITH THE GEOTECHNICAL RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL REPORT. THE REPORT IDENTIFIES SPECIFIC MEASURES FOR MITIGATING GEOTECHNICAL CONDITIONS ON THE PROJECT SITE AND ADDRESSES GRADING, SLOPE STABILITY, FOUNDATIONS, CONCRETE SLABS-ON-GRADE, AND RETAINING WALLS. EIR MITIGATION (CONT'D) HAZ-1 HAZARDOUS MATERIALS ASSESSMENT. PRIOR TO THE ISSUANCE OF A DEMOLITION PERMIT FOR THE EXISTING BUILDINGS, A HAZARDOUS MATERIALS ASSESSMENT (SURVEYS) WOULD BE PERFORMED TO DETERMINE THE PRESENCE OR ABSENCE OF ACMS/LBP LOCATED IN THE BUILDINGS TO BE DEMOLISHED. SUSPECT MATERIALS THAT WOULD BE DISTURBED BY THE DEMOLITION ACTIVITIES WOULD BE SAMPLED AND ANALYZED FOR ASBESTOS CONTENT, OR ASSUMED TO BE ASBESTOS CONTAINING. ALL LEAD CONTAINING MATERIALS AND ACMS SCHEDULED FOR DEMOLITION MUST COMPLY WITH APPLICABLE REGULATIONS FOR DEMOLITION METHODS AND DUST SUPPRESSION. LEAD CONTAINING MATERIALS AND ACMS SHALL BE MANAGED IN ACCORDANCE WITH APPLICABLE REGULATIONS. THE ACM SURVEY WOULD BE CONDUCTED BY A PERSON CERTIFIED BY THE CALIFORNIA DIVISION OF OCCUPATIONAL SAFETY AND HEALTH. THE LBP SURVEY WOULD BE CONDUCTED BY A PERSON CERTIFIED BY THE CALIFORNIA DEPARTMENT OF HEALTH SERVICES. COPIES OF THE SURVEYS WOULD BE PROVIDED TO THE COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH AND SAN DIEGO AIR POLLUTION CONTROL DISTRICT ONCE COMPLETED. WQ-1 "PRIOR TO ISSUANCE OF A GRADING PERMIT FOR ANY PHASE OF THE DEVELOPMENT, THE APPLICANT SHALL PREPARE AND SUBMIT FOR REVIEW AND APPROVAL OF THE CARLSBAD CITY ENGINEER, A SWPPP TO DEMONSTRATE THAT POLLUTANTS WILL BE CONTROLLED THROUGH COMPLIANCE WITH THE CITY OF CARLSBAD STORMWATER MANAGEMENT AND DISCHARGE CONTROL ORDINANCE, GENERAL CONSTRUCTION STORMWATER PERMIT (ORDER NO. 2012-0006-DWQ, NPDES CAS000002), AND THE GENERAL MUNICIPAL STORMWATER PERMIT (R9-2013-0001, AS AMENDED BY ORDER NOS. R9-2015-0001 AND R9-2015-0100, NPDES NO. CAS0109266). THE APPLICANT SHALL BE RESPONSIBLE FOR MONITORING AND MAINTAINING THE BMP EROSION CONTROL MEASURES IDENTIFIED BELOW ON A WEEKLY BASIS IN ACCORDANCE WITH THE CITY'S GRADING AND EROSION CONTROL REQUIREMENTS (MUNICIPAL CODE SECTION 15.16. ET SEQ.). THE LOCATIONS OF ALL EROSION CONTROL DEVICES SHALL BE NOTED IN THE SWPPP REFERENCED ON THE GRADING PLANS. BMPS THAT SHALL BE INSTALLED INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: SILT FENCE, FIBER ROLLS, OR GRA VIEL BAG BERMS STREET SWEEPING AND VACUUMING STORM DRAIN INLET PROTECTION STABILIZED CONSTRUCTION ENTRANCE/EXIT HYDROSEED, SOIL BINDERS, OR STRAW MULCH CONTAINMENT OF MATERIAL DELIVERY AND STORAGE AREAS STOCKPILE MANAGEMENT SPILL PREVENTION AND CONTROL WASTE MANAGEMENT FOR SOLID, LIQUID, HAZARDOUS, AND SANITARY WASTE-CONTAMINATED SOIL CONCRETE WASTE MANAGEMENr' WQ-2 PRIOR TO THE ISSUANCE OF GRADING PERMITS OR OTHER APPROVALS FOR ANY PUBLIC OR PRIVATE RIGHT-OF-WAY IMPROVEMENTS, l'llHICHEVER COMES FIRST, THE DEVELOPER SHALL PREPARE AND SUBMIT FOR REVIEW AND APPROVAL OF THE CARLSBAD CITY ENGINEER, SWQMP, GRADING AND IMPROVEMENT PLANS THAT DEMONSTRATE THAT POLLUTANTS WILL BE CONTROLLED THROUGH COMPLIANCE WITH THE CITY OF CARLSBAD BMP DESIGN MANUAL. APPROVAL OF SUCH PLANS SHALL BE SUBJECT TO A DETERMINATION BY THE CARLSBAD CITY ENGINEER THAT THE PROPOSED PROJECT HAS IMPLEMENTED AN INTEGRATED LID APPROACH TO MEET CRITERIA DESCRIBED IN THE CITY OF CARLSBAD BMP DESIGN MANUAL. THE PROPOSED PROJECT HAS INCORPORATED LID STRATEGIES l'llHICH INCLUDE SITE DESIGN BMPS, SOURCE CONTROL BMPS AND POLLUTANT CONTROL BMPS INTO THE PROJECT DESIGN TO THE MAXIMUM EXTENT PRACTICABLE. LU-1 "NEW RESIDENTS WITHIN THE MCCLELLAN-PALOMAR AIRPORT OVERFLIGHT NOTIFICATION AREA AS DEFINED BY THE ALUCP SHALL BE NOTIFIED AS PART OF THE REAL ESTATE DISCLOSURE PACKAGE THAT THE PROJECT SITE IS OUTSIDE THE 60 DB(A) CNEL AIRPORT NOISE IMPACT AREA, BUT STILL SUBJECT TO INTERMITTENT SINGLE-EVENT NOISE IMPACTS, SIGHT, AND SOUND OF AIRCRAFT OPERATING FROM MCCLELLAN-PALOMAR AIRPORT. THE STATE STATUTE DICTATES THAT THE FOLLOWING STATEMENT SHALL BE PROVIDED: NOTICE OF AIRPORT IN VICINITY: THIS PROPERTY IS PRESENTLY LOCATED IN THE VICINITY OF AN AIRPORT, WITHIN l'llHAT IS KNOWN AS AN AIRPORT INFLUENCE AREA. FOR THAT REASON, THE PROPERTY MAY BE SUBJECT TO SOME OF THE ANNOYANCES OR INCONVENIENCES ASSOCIATED WITH PROXIMITY TO AIRPORT OPERATIONS (FOR EXAMPLE: NOISE, VIBRATION, OR ODORS). INDIVIDUAL SENSITIVITIES TO THOSE ANNOYANCES CAN VARY FROM PERSON TO PERSON. YOU MAY WISH TO CONSIDER WHAT AIRPORT ANNOYANCES, IF ANY, ARE ASSOCIATED WITH THE PROPERTY BEFORE YOU COMPLETE YOUR PURCHASE AND DETERMINE l'llHETHER THEY ARE ACCEPTABLE TO YOU. THIS MEASURE SHALL BE IMPLEMENTED CONCURRENT WITH THE REAL ESTATE DISCLOSURE PACKAGE. PRIOR TO ISSUANCE OF BUILDING PERMITS, THE CITY OF CARLSBAD PLANNING DIVISION SHALL BE RESPONSIBLE FOR VERIFICATION OF IMPLEMENTATION OF THIS MEASURE THROUGH THE RECORD A TION OF A NOTICE. " NOl-1 PRIOR TO ISSUANCE OF BUILDING PERMITS FOR ANY RESIDENTIAL BUILDINGS WITH USABLE OUTDOOR PATIO OR BALCONY AREAS WITH A DIRECT, UNOBSTRUCTED VIEW OF EL CAMINO REAL, A NOISE BARRIER WITH HEIGHTS RANGING FROM 5 TO 8 FEET AS SHOWN ON FIGURE 5: NOISE BARRIER HEIGHTS NECESSARY TO ACHIEVE EXTERIOR NOISE STANDARDS FIGURE 5.11-3 OF THIS EIR) OF THE NOISE TECHNICAL REPORT FOR THE MARJA ACRES COMMUNITY PLAN (DUDEK 2018), SHALL BE INCORPORATED INTO THE BUILDING/ARCHITECTURAL PLANS TO MITIGATE NOISE IMPACTS. THE NOISE BARRIERS MAY BE CONSTRUCTED OF A MATERIAL SUCH AS TEMPERED GLASS, ACRYLIC GLASS (OR SIMILAR MATERIAL), MASONRY MATERIAL, OR MANUFACTURED LUMBER (OR A COMBINATION OF THESE), WlTH A SURFACE DENSITY OF AT LEAST 3 POUNDS PER SQUARE FOOT. THE NOISE BARRIERS SHALL HAVE NO OPENINGS, GAPS, OR CRACKS, AND SHALL BE INSTALLED PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY. NOl-2 "PRIOR TO ISSUANCE OF BUILDING PERMITS FOR THE RESIDENTIAL UNITS IDENTIFIED ON FIGURE 6: UNITS REQUIRING SUBSEQUENT INTERIOR NOISE ANALYSIS (FIGURE 5.11-4 OF THIS EIR) OF THE NOISE TECHNICAL REPORT FOR THE MARJA ACRES COMMUNITY PLAN (DUDEK 2018), A SITE SPECIFIC NOISE STUDY WILL BE REQUIRED TO ENSURE THAT THE OUTSIDE NOISE LEVELS ARE BELOW 60 DBA CNEL AND INTERIOR NOISE LEVELS ARE BELOW 45 DBA CNEL. ANY ADDITIONAL MEASURES IDENTIFIED BY THE ACOUSTICAL ANALYSIS THAT ARE NECESSARY TO ACHIEVE AN INTERIOR STANDARD OF 45 DBA CNEL SHALL BE INCORPORATED INTO THE BUILDING/ ARCHITECTURAL PLANS. THE BUILDINGS WILL REQUIRE AIR-CONDITIONING AND/OR MECHANICAL VENTILATION AND POSSIBLY SOUND-RATED WINDOWS TO MITIGATE THE INTERIOR NOISE IMPACT. " NOl-3 THE PROJECT APPLICANT SHALL RETAIN AN ACOUSTICAL SPECIALIST TO REVIEW PROJECT CONSTRUCTION-LEVEL PLANS TO ENSURE THAT THE EQUIPMENT SPECIFICATIONS AND PLANS FOR HVAC AND OTHER OUTDOOR MECHANICAL EQUIPMENT INCORPORATE MEASURES, SUCH AS THE SPECIFICATION OF QUIETER EQUIPMENT OR PROVISION OF ACOUSTICAL ENCLOSURES, THAT WILL NOT EXCEED RELEVANT NOISE STANDARDS AT NEARBY NOISE-SENSITIVE LAND USES (E.G., RESIDENTIAL). PRIOR TO ISSUANCE OF BUILDING PERMITS, THE ACOUSTICAL SPECIALIST SHALL CERTIFY IN WRITING TO THE CITY OF CARLSBAD THAT THE EQUIPMENT SPECIFICATIONS AND PLANS INCORPORATE MEASURES THAT WlLL ACHIEVE THE RELEVANT NOISE LIMITS. FULL LEGAL DESCRIPTION THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF CARLSBAD, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS: PARCEL 1: PARCEL 'B"OF CERTIFICATE OF COMPLIANCE FOR ADJUSTMENT PLAT FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, MAY 30, 2013 AS DOCUMENT NO. 2013-0338926 OFFICIAL RECORDS, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF PARCEL 2 OF CERTIFICATE OF COMPLIANCE FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, SEPTEMBER 22, 1982 AS FILE NO. 82-293200 OFFICIAL RECORDS, SAID POINT ALSO BEING THE NORTHEAST CORNER OF SAID PARCEL 'B'; THENCE SOUTH 01 '58'54" WEST 315. 79 FEET; THENCE SOUTH 64'58'15" WEST 1291.66 FEET; THENCE NORTH 76' 18'48" WEST 361.82 FEET; THENCE NORTH 18'32'12" EAST 525.56 FEET; THENCE NORTH 83'17'35" EAST 654.12 FEET; THENCE NORTH 87'30'41" EAST 333.00 FEET; THENCE NORTH 77'50'00" EAST 275.01 FEET; THENCE NORTH 01"58'54" EAST 124.51 FEET; THENCE NORTH 87'27'37" EAST 110.00 FEET TO THE NORTHEAST CORNER OF SAID PARCEL 'B". APN: 207-101-35-00 PARCEL 2: PARCEL "A"OF CERTIFICATE OF COMPLIANCE FOR ADJUSTMENT PLAT FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, MAY 30, 2013 AS DOCUMENT NO. 2013-0338927 OFFICIAL RECORDS; PARCEL "A"CONSISTS OF PARCEL 1 OF PARCEL MAP NO. 3451 IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, JANUARY 31, 1975 AS FILE NO. 75-023997 OFFICIAL RECORDS AND A PORTION OF PARCEL 2 OF CERTIFICATE OF COMPLIANCE FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, SEPTEMBER 22, 1982 AS FILE NO. 82-293200 OFFICIAL RECORDS, TOGETHER WITH THAT PORTION OF LOTS I AND E OF RANCHO AGUA HEDIONDA, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP NO. 823, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY NOVEMBER 16, 1986, LYING WITHIN EL CAMINO REAL (COUNTY ROAD SURVEY NO. 682) AS VACA TED AND ABANDONED BY RESOLUTION RECORDED DECEMBER 21, 1976 AS FILE NO. 76-428052 OFFICIAL RECORDS; PARCEL "A'IS DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID PARCEL 1; THENCE ALONG THE NORTHERLY PROLONGATION OF THE WESTERLY LINE OF SAID PARCEL 1, NORTH 18'32'12" EAST, 11.32 FEET TO A POINT ON THE ARC OF A NON-TANGENT 1673.00 FOOT RADIUS CURVE CONCAVE NORTHERLY, A RADIAL LINE TO SAID POINT BEARS SOUTH 26'43'20" WEST, SAID CURVE BEING SOUTHERLY AND CONCENTRIC WITH THE CENTERLINE OF ROAD SURVEY 1800-1, ON FILE IN THE OFFICE OF COUNTY SURVEYOR OF SAN DIEGO COUNTY; THENCE EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 22"59'39" AN ARC DISTANCE OF 671.41 FEET TO A POINT ON THE NORTHERLY LINE OF SAID PARCEL 1, A RADIAL LINE TO SAID POINT BEARS NORTH 3"43'41" EAST; THENCE NON-TANGENT TO SAID CURVE AND CONTINUING ALONG THE NORTHERLY LINE OF SAID PARCEL 1 NORTH 87'27'37" EAST, 205.36 FEET TO THE NORTHEAST CORNER OF SAID PARCEL 1, SAID POINT ALSO BEING THE NORTHWEST CORNER OF SAID PARCEL 2; THENCE ALONG THE NORTHERLY LINE OF SAID PARCEL 2 NORTH 87'27'37" EAST, 263.56 FEET; THENCE LEAVING SAID NORTHERLY LINE SOUTH 01'58'54" WEST, 124.51 FEET; THENCE SOUTH 77'50'00" WEST, 257.37 FEET TO THE SOUTHEAST CORNER OF SAID PARCEL 1; THENCE SOUTH 77'50'00" WEST, 17.64 FEET; THENCE SOUTH 87'27'37" WEST, 333.00 FEET; THENCE SOUTH 83'17'35" WEST, 654.12 FEET TO THE SOUTHWEST CORNER OF SAID PARCEL 1, SAID POINT ALSO BEING THE NORTHWEST CORNER OF SAID PARCEL 2; THENCE NORTH 18'32'12" EAST, 440.00 FEET TO THE POINT OF BEGINNING. APN: 207-101-37-00 l----+---+-------------+----+----+----+------1 w C 11X1N£!G ~E¾A~T~~~AD ~ IIJI! -SI L HOWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 t----+-----+-----------------+---t-----+----+--------1 ROUGH GRADING PLANS FOR: DA lE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL GR2021-0006 APPROVED: E;E~Wrr~t;tER MARJA ACRES PUD 16-D9 SUP 16-02 HDP 16-02 CDP 16-33 SDP 2018-0001 JASON S. GELOERT RCE 63912 EXPIRES 9/30/22 DATE DWN BY: Ml I PROJECT NO. I DRAWING NO. CHKD BY: ---CT 16-07 529-9A L'.R:'.cV'--!:W~O'-----='-BY_,_,:~==.1 ~-------~ DocuSign Envelope ID: 470614E5-43B1-49E9-B3F7-71E9545517E1 %03.QRZZKDW V5.(<0$3 '(7$,/66$)(7<)(1&('(7$,/$75,80'5$,1,1%52:',7&+'(7$,/%03%03%03%03%03%03%03%$6,16$)(7<)(1&(#5(7$,1,1*:$//$1'%52:',7&+'(7$,/&080$6215<:$//662/',(5%($0:$//6.(<6721(:$//6:$51,1*(;,67,1*+,*+35(6685(*$6/,1(725(0$,1,13/$&(9(*(7$7('6:$/(67250'5$,13,3(7+58:$//'(7$,/6(&7,21%%02',),(''7<3(%6'&/($1287< 02',),(''7<3($6'&/($1287< 0%,$0 I I I I I I I I I I I I I I I I I I I I I I I ' 2'' POST CAP GALVANIZED I I I I I I /j // t;"'-. I I I y I ~ I I ~· I ' I I I t \ I I I I I I I / / ' LO 2"¢ STANDARD WEIGHT GALVANIZED POST ------~ 1---'-' "' .I "' a ~L ~1 a -~I 1 4" DIA. GALV. CABLE TYP 9"¢ CONCRETE FOOTING PER SDRSD M-6 .. ,. .. •; . , . ' .. • .. ~ FOR REFERENCE ONLY SEE LANDSCAPE ARCHITECT'S FENCE & WALL PLANS FOR MORE DETAIL NTS PROPOSED SOLDIER BEAM RETAINING WALL PER PLAN below. Call before you dig. 1.5' --~ ----.... --------------.. 1 ~--------------------EL CAMINO REAL ------SAN DIEGO GAS & ELECTRIC PERMISSION TO GRADE AND CONSTRUCT IMPROVEMENTS PERMISSION IS HEREBY GRANTED TO KB MARJA ACRES 248 LLC (PERMITTEE), TO GRADE AND CONSJRUCT IMPROVEMENTS AS SHOWN ON THESE PLANS WITHIN SAN DIEGO GAS & ELECJR/C COMPANY'S EASEMENT(S) SUBJECT TO THE FOLLOWING CONDITIONS: 1. SUBMITTALS: 1.1 PERMITTEE AGREES TO SUPPLY SDG&E WITH 'AS-BUil r GRADING, IMPROVEMENT, AND PROFILE PLANS TO SDG&E SPECIF/CA 7/0NS, IF REQUESTED. 1.2 PERMITTEE AGREES TO SUBMIT FOR REVIEW AND APPROVAL A BLASTING PLAN PRIOR TO BLAS71NG, IF BLAS71NG IS REQUIRED. 2. PRE-CONSTRUC770N MEE71NGS: SDG&E'S LAND MANAGEMENT REPRESENTA71VE (LMR) MUST BE INVITED WITH AT LEAST THREE (J) WORKING DAYS PRIOR N071CE. J. GRADING: SPECIAL NOTES 1. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED GRADING AND IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DATE OF THE IMPROVEMENT AGREEMENT. 2. THE CONTRACTOR SHALL VERIFY THE LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTIENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FORM THAT SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN . ------• J.1. AT LEAST TWENTY-FOUR (24) HOURS' NOTICE MUST BE GIVEN TO SDG&E'S LMR BEFORE START OF WORK. J.2. FIELD CHANGES TO PLANS WITHIN SAID EASEMENT SHALL BE APPROVED IN WR/71NG BY SDG&E LMR. 3. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVE GROUND AND UNDERGROUND) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 1 .> I r-I I SAFETY FENCE PER LANDSCAPE PLANS 1' 1' PROPOSED TYPE B BROW DITCH PER SDRSD D-75 PROPOSED MASONRY CMU RETAINING WALL PER PLAN PER SDRSD C-1 THRU C-6 AND WALL DETAILS ON SHEETS 41-50 PROPOSED SCREEN WALL & FOOTING PER PLAN SHT 50 1.5' NTS KEY MAP 1.5' 1' t--1 -~ 100 50 0 SAFETY FENCE PER LANDSCAPE PLANS 1 ' SCALE: 1" = 1 00' 1--1 100 200 1.5' 1' SAFETY FENCE PER LANDSCAPE PLANS 1' 300 3"@ POST 3"@ POST " DIA. FOOTING ER SDRSD M-6 '--.__ PROPOSED SOLDIER BEAM RETAINING WALL PER PLAN PER WALL DETAILS ON SHEETS 52-59 NTS SAIM'.:UT GROOT FOOTING & FENCE POST INSTALLATION DETAIL, SEE SHEET 38 I 1· PROPOSED KEYSTONE RETAINING WALL PER PLAN PER WALL DETAILS ON SHEETS 28-38 PROP. WALL SD PIP£ ~!,.___m.,.~:::::___;_GROOT WALL F0071NG . . ... · .. . • ,d : ... • Dale: 03/08/2022 SAFETY FENCE PER LANDSCAPE PLANS CMU, MSE OR SOLDIER BEAM RETAINING WALL PER PLAN D-40 RIP RAP ENERGY DISSIPATOR CONNECT TO OUTLET STRUCTURE 3"@ POST NTS 1' 1' J.J. PERMITTEE IS RESPONSIBLE TO CALL DIG ALERT AT 811 FOR ALL UNDERGROUND MARK-OUT LOCA710NS. J.4. CLEARANCE OF (J5) FEET MINIMUM BETWEEN THE SDG&E ELECTRIC TRANSMISSION WIRES AND THE NATURAL GROUND SHALL BE MAINTAINED ON ANY GIVEN DAY, NOTING LINE SAGS VARY DEPENDING ON AMBIENT TEMPERATURE AND LINE CURRENT. ALL REQUIREMENTS, INCLUDING BUT NOT LIMITED TO OSHA, CAL-OSHA, ANSI, NIOSH, AND NEC FOR CLEARANCES WHEN WORKING AROUND ENERGIZED ELECTRICAL FACIL/7/ES MUST BE MAINTAINED. J.5. NO GRADING SHALL BE ALLOWED WITHIN TEN (10) FEET OF A SINGLE WOOD POLE STRUCTURE OR ANCHOR, WITHIN FIFTEEN (15) FEET OF MULTI-WOOD POLES, WITHIN TWENTY (20) FEET OF STEEL LAT71CE TOWERS OR WITHIN THIRTY (JO) FEET OF STEEL POLES. J.6. SDG&E RESERVES THE RIGHT TO INSPECT AND PERFORM QUALITY CONTROL WORK DURING CONSTRUCTION. 4. SPECIAL COND/710NS: 1. N/A 2. N/A J. N/A 5. EROSION CONTROL: 5.1. ALL DISTURBED AND CREATED SLOPES, WITHIN THE SDG&E TRANSMISSION EASEMENT, SHALL BE HYDRO-SEEDED OR PLANTED BY PERMITTEE WITH AN SDG&E APPROVED MIX. 5.2. ALL DRAINAGE SHALL BE DESIGNED TO PREVENT EROSION OF SDG&E EASEMENT ANO ACCESS ROADS. 6. STORAGE: THIS PERMISSION TO GRADE LETTER DOES NOT PERMIT STORAGE OF EQUIPMENT, MATERIALS, DIRT OR DEBRIS ON THE EASEMENT OR SDG&E FEE-OWNED PROPERTY. 7. ACCESS: 7.1. ACCESS TO ALL SDG&E FACILl71ES SHALL BE MAINTAINED 24/7. ALL COSTS ASSOC/A TED WITH RESTORA 7/0N OF ACCESS AND ALL ASSOC/A TED DAMAGES SHALL BE BORNE BY PERMITTEE. 7.2. ALL GA TES SHALL PROVIDE FOR SDG&E ACCESS BY PADLOCK, LOCK-BOX, OR KEYED BYPASS BOTH DURING AND UPON COMPLE710N OF CONSTRUC770N. LOCA 7/0N AND CONSTRUCTION OF GA TES TO BE APPROVED BY SDG&E LMR. 8. OUTSTANDING AGREEMENTS: PERMITTEE AGREES TO PAY FOR, SIGN AND/OR HA VE SIGNED ALL CONSENT AGREEMENTS, CONSENT TO USE LAND AGREEMENTS AND/OR JOINT USE AGREEMENTS BETWEEN SDG&E AND OWNER OR PUBLIC AGENCIES WHO ENCROACH UPON THE SDG&E EASEMENTS. SAID AGREEMENTS WILL BE SUBJECT TO THE REVOCABILITY CLAUSE AS STATED IN THE CALIFORNIA PUBLIC U71L/71ES COMMISSION GENERAL ORDER 69-C AS SHOWN ON WEB SITE: HTTP://WWW.CPUC.CA.GOV/PUBL/SHED/GRAPHICS/645.PDF. 9. INDEMNIFICATION: 9.1. PERMITTEE AGREES TO ASSUME ALL RISK OF LOSS, DAMAGE TO PROPERTY AND/OR INJURY AND/OR DEA TH TO PERSONS, AND TO INDEMNIFY AND HOLD SDG&E HARMLESS FROM ANY, AND ALL LIABILITY IN ANY WAY ARISING FROM THE PROPOSED GRADING OR CONSTRUCTION OF IMPROVEMENTS. 9.2. SDG&E SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR ANY MAINTENANCE OR REPAIR OF THE PROPOSED GRADING OR IMPROVEMENTS. THIS INCLUDES, BUT IS NOT UM/TEO TO, DRAINAGE AND/OR EROSION PROBLEMS OR DAMAGE CAUSED TO IMPROVEMENTS THAT WERE NOT CONSTRUCTED TO TAKE THE WEIGHT OR ACTIVITIES OF VEHICLES AND EQUIPMENT OWNED BY OR WORKING ON BEHALF OF SDG&E. 10. TERMS AND CONDITIONS: THE TERMS AND CONDITIONS OF THIS APPROVAL SHALL BENEFIT AND BIND PERMITTEE ITS SUCCESSORS, ASSIGNS, AGENTS, OR CONTRACTORS. 11. CONTACT: ERIC CRAIG 619-676-0119 I "-I rn 4. STORM DRAIN PIPES SHALL BE H.D.P.E. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED PROVIDED DEPTH IS LESS THEN 15 FEET AND BACKFILLED WITH 3/4" ROCK PER SDRSD S-4 TYPE 'C' AND PIPE MEETS ASTM STANDARD 3034 FOR SDR 35 SOLID WALL PIPE. 5. THE SOILS REPORT TITLED UPDATED GEOTIECHNICAL INVESTIGATION, MARJA ACRES MIXED-USE DEVELOPMENT , DATED, MARCH 10, 2021 , PREPARED BY NOVA SERVICES, INC. SHALL BE CONSIDERED AS PART OF THIS PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS IN SAID SOILS REPORT. FLOOD ZONE DESIGNAITION FEMA FIRM MAP NO. 06073 C 0768 G, DATED MAY 16, 2012 ZONE X -AREAS OUTSIDE OF 500-YEAR FLOODPLAIN. ADDITIONAL NOTES 1. OWNER / DEVELOPER TO SUBMIT A LIGHTING PLAN FOR ALL COMMON AREA SITE BEFORE ANY LIGHT STANDARDS ARE CONSTRUCTED. THE LIGHTING PLAN TO BE SUBMITTED NEEDS TO DOCUMENT COMPLIANCE WITH THE HMP AGENCY STANDARDS, REGARDING LIGHTING ADJACENT TO HABITAT FOR LIGHTING THAT MIGHT DIRECTLY OR INDIRECTLY IMPACT SENSITIVE HABITAT OR SPECIES. 2. THE OWNER / DEVELOPER OR SUBCONTRACTOR SHALL INDICATE IN A METHOD ACCEPTABLE TO THE CITY ENGINEER THAT THE PROJECT SHALL USE SUBCONTRACTORS FOR GRADING AND OFF-SITIE WORK WIHO USE CALIFORNIA AIR RESOURCES BOARD (CASB)CERTIFIED EQUIPMENT AND SHALL USE COMMERCIALLY REASONABLE EFFORTS TO UTILIZE TIER 2 OR HIGHER CONSTRUCTION VEHICLES WHERE PRACTICAL. 3. OWNER / DEVELOPER AGREE TO COMPLY IN FULL WITH ALL MITIGATION MEASURES {SEE SHEET N0.3) RETAINING WALL EXCAVATION CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE FOR WORKERS PROTIECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATIONS OF FOOTINGS OR BACKCUTS, AND THE CONSTRUCTION OF RETAINING WALLS. THIS PLAN MUST BE PREPARED FOR ALL EXCAVATIONS FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEMS STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8 CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTIERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. ABBREV/A TIONS AC ................. ASPHAL TIC CONCRETIE 18" MAX BVC .............. BEGIN VERTICAL CURVE Cl. ................. CURB INLET r7l I//// -V 5.5' / BOECO COPOLYMER POL YPROPEL YENE STEP OR EQUAL z -x ::s .. 2' OR 3' COtE CO ................ CLEANOUT CFS .............. CUBIC FEET PER SECOND CMU .............. CONCRETE MASONRY UNIT 12"X12" ATRIUM GRATE WITH 12"X12' LOW-PROFILE ADAPTER (NDS #1280 AND #1221 OR EQUAL) 0 r--V ..... ---V -FLOW FROM <D v -UGI V ----V / V 1.5' / v -/ ~ r / / / / I ~ -I I rn 7' t-------6'-----.... _..,_ ... . 4 • MARCON PRECAST ACCESS HOLE SHAFT OR EQUAL MARCON PRECAST ACCESS HOLE SHAFT OR EQUAL NOTE: 4' DIAMETIER 5' ;-.. ::s en -..., u..J -"' 0 ;; f---' IX) <D 1. SEE SDRSD D-10 & D-11 FOR 2. ADDITIONAL DETAILS & NOTES DWG ............... DRAWING DIA ................ DIAMETIER DW ................. DRIVEWAY EX ................. EXISTING EG ................. EXISTING GRADE EVC ............... END VERTICAL CURVE FS ................. FINISH SURFACE FL. ................ FLOW LINE FG ................. FINISH GRADE FF ................. FINISH FLOOR FT ................. FEET FPS............... FEET PER SECOND HDPE ............. HIGH DENSITY POLYETHYLENE HGL. .............. HYDRAULIC GRADE LINE IE .................. INVERT ELEVATION LF ................. LINEAR FEET NTS ............... NOT TO SCALE PVT ............... PRIVA TIE PVC ............... POLYVINYL CHLORIDE PROP ............. PROPOSED PL. ................ PROPERTY LINE PNT ............... POINT R/W ............... RIGHT OF WAY S/W .............. SIDE WALK SD................. STORM DRAIN SF ................. SQUARE FOOTAGE TC ................. TOP OF CURB TG.............. ... TOP OF GRATE TIF ..•••.••.•••....• TOP OF FOOTING TW...... ........... TOP OF WALL TBD ............... TO BE DETERMINED SAW CUT BLOCK UNITS TO WITHIN 1/2" OF PIPE INTERIOR WALL W/ ORIFICES NTS TIP ..•.•••...•.•...• TOP OF PIPE "AS BU IL T" L NTS RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE ,____,_-+------------+---+---+---f-----1 I sH5EET I CITY o F CARLS BAD ~o ENGINEERING DEPARTMENT L__§Q_j :==::::'...'.:===========:'...'.::::=~ ROUGH GRADING PLANS FOR: GR2021-0006 APPROVED: MARJA ACRES PUD 16-D9 SUP 16-02 HDP 16-02 CDP 16-33 SDP 2018-0001 JASON S. GELDERT HOWES I WEILER I LANDY PLANNING & ENGINEERING >---+----<l-------------------+----+---1----1---...... ~NrriiiN2'~t::.crn RCE 63912 EXPIRES 9 30 22 □ATE ___ _ Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 DA lE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OWN BY: ~M~I __ DATE INITIAL DATE INITIAL CHKD BY: __ _ OTHER APPROVAL CITY APPROVAL RVWD BY: PROJECT NO. CT 16-07 DRAWING NO. 529-9A DocuSign Envelope ID: 470614E5-43B1-49E9-B3F7-71E9545517E1 ([&03.QRZZKDW V56((6+((76((6+((7(/&$0,125($/38%/,&.(//<'5,9('(02/,7,213/$10%,$0 I I below. Call before you dig. San Diego Gas and Electric Company ck-~ Reviewed By: _______ _ Date: 03/08/2022 Eric Craig Land Management Representative Valid for 18 momhs from date ohigriature fl~ s.~ -c ----------..~ -fl w..________ ~--...._ -.......__ ---=---00 EASEMENT PER DOCUM 0.76-42805 DA TED DECEMBER 21, 1976 FOR Q ID FUEL LINE AND GENERAL QUIT CLAIMED. ::---..~~~ --~ ,-\ ~=r \ ...... ....... ....... /. \ -\ SCALE: 1" = 40' 410---810 120 DEMOLITION NOTES: - --~ -R / -.;;;,_ ------G -,...,::..;.-~A91m""'20" WATER ,, --W--.,.,,.,. -G ---:. ---1Rw,,.__ --G--:::::::::___ .i,e,--W-R1&;, -R' -w--~----G-~)( --SUBDIVISION _ ,...,. -G--G-"'""=" BOUNDARY -EX 1 o" FUEL MAIN= EXIST FIRE HYD. EXISTING SHOPS ,...,. __ _ ' ' l \ I ,,,51.7 \._ -3. 4. 5. 6. 7. 8. 9. COORDINATE AND OBTAIN THE FACILITIES ENGINEERING AND ACQUISITION DIVISION'S (FEAD) APPROVAL FOR PROPOSED HAUL ROUTE, WORK SITE ACCESS POINTS, EMPLOYEE PARKING LOCATIONS AND MATERIAL LAYDOWN AND STORAGE AREAS. ALL NONSALEABLE TIMBER ON THE PROJECT SITE NOTED FOR CLEARING SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF IN THE DESIGNATED WASTE DISPOSAL AREA OUTSIDE THE LIMITS OF GOVERNMENT-CONTROL LAND. PERFORM GRUBBING AS NECESSARY. IN AREAS TO BE MODIFIED BY CONSTRUCTION, REMOVE AND DISPOSE OF ALL ROOTS, MATTED ROOTS, STUMPS, ORGANIC DEBRIS, NON-PRESSURE IRRIGATION PIPING AND REFUSE AS REQUIRED. ALL GRUBBING AND CLEARING RESIDUE, DEMOLISHED MATERIAL, RUBBISH AND DEBRIS GENERA TED BY THIS PROJECT SHALL BE HAULED OFF-SITE TO THE NEAREST APPROVED LANDFILL AND DISPOSED OF FREE OF CHARGE IN A MANNER MEETING ALL APPLICABLE LAWS AND REGULATIONS. UTILITIES SHALL NOT BE ABANDONED IN PLACE UNDERNEATH OR WITHIN 10 FEET OF ANY NEW FACILITIES. ALL CONDUITS TO BE ABANDONED SHALL HAVE WIRING REMOVED. REMOVE EXISTING UTILITY STRUCTURES WITHIN PROJECT LIMITS. 10. ALL UNSUITABLE MATERIALS AND SURPLUS EXCAVATION SHALL BE HAULED OFF-SITE AND OFF STATION BY THE CONTRACTOR. 11. ALL HAZARDOUS WASTE MATERIAL SHALL BE TRANSPORTED, DISPOSED OF OR RECYCLED IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS. 12. SEE OTHER DISCIPLINES PLANS FOR DIRECTION ON REMOVAL OF NON-CIVIL ITEMS (I.E. ELECTRICAL ITEMS, STRUCTURE CHANGES, MECHANICAL ITEMS, ETC.) 13. CONTRACTOR TO POTHOLE UNKNOWN UTILITIES PRIOR TO STARTING WORK. 14. EXISTING UTILITIES AT THE EDGE OF THE PROJECT LIMITS SHALL BE CAPPED AND ABANDONED IN PLACE. 15. ALL WASTE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE TRANSPORTED, DISPOSED OF OR RECYCLED IN ACCORDANCE WITH 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS. 16. DEMOLITION AND REMOVAL OF UTILITIES TO CONFORM WITH SECTION 02 41 00 OF THE "UNIFIED FACILITIES GUIDE SPECIFICATIONS". "AS BUILT" RCE __ _ EXP ____ _ DATE REVIEWED BY: INSPECTOR DATE 1-----+---l--------------l-----l---l---~~__.l sH6EET I CITY OF CARLSBAD ~o ENGINEERING DEPARTMENT L__§_Q_j ~=::::'....'::==========='....'=== ROUGH GRADING PLANS FOR: L HOWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 DA lE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL MARJA ACRES GR2021-0006 PUD 16-D9 SUP 16-02 HDP 16-02 CDP 16-33 SDP 2018-0001 APPROVED: JASON S. GELDERT r .... e.....,,tt /o.,, ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 22 DATE DWN BY: .aMu.l __ CHKD BY: __ _ RVWD BY: PROJECT NO. CT 16-07 DRAWING NO. 529-9A DocuSign Envelope ID: 470614E5-43B1-49E9-B3F7-71E9545517E1 ([&03.QRZZKDW V56((6+((76((6+((7(/&$0,125($/38%/,&'(02/,7,213/$1 7(03&21675&87,21)(1&(3$5.'5,9(.(//<&5((.(/&$0,125($/7(0325$5<&216758&7,21)(1&(:,7+6,/7%$55,(5'(7$,//(*(1'0%,$0 --------,,,,-----..... 0 DEMOLITION PLAN SCALE: 1'' = 40' SCALE: 1" 40' below. Call before you dig. >---1 --<~ 40 20 0 1--1 40 80 ' I I I I DEMOLITION NOTES: I I I I 0SAWCUT EXISTING AC PAVEMENT, CURB & GUTTER, OR SIDEWALK @REMOVE EXISTING AC PAVEMENT [ l @REMOVE EXISTING 6" CURB OR CURB & GUTTER @REMOVE EXISTING BUILDING AND FOUNDATION @REMOVE EXISTING CONCRETE SLAB AND FOUNDATION @REMOVE EXISTING TREES/SHRUBS & ROOT SYSTEM Q)EXISTING POWER POLE AND OVERHEAD LINES TO BE REMOVED BY SDG&E @REMOVE EXISTING CONCRETE V-DITCH @REMOVE EXISTING WATER LINE @REMOVE EXISTING BRIDGE @REMOVE EXISTING SIDEWALK @NOT USED @)REMOVE EXISTING FENCING @REMOVE EXISTING FIRE HYDRANT @REMOVE EXISTING MANHOLE & PIPES @REMOVE EXISTING ROLL OFF CONTAINER @REMOVE EXISTING BOLLARD @REMOVE EXISTING SIGN @REMOVE EXISTING SHED/ STRUCTURE @)ABANDON FUEL LINE IN PLACE @REMOVE EXISTING GATE @PROTECT IN PLACE OVERHEAD POWER LINES ®)EXISTING ABANDONED WATER LINE TO BE CUT AND REMOVED @NOT USED @REMOVE AND CAP EXISTING WATER LINE AT MAIN @EXISTING DRIVEWAY /RAMP /SIDEWALK/CURB & GUTTER TO REMAIN UNTIL PUBLIC IMPROVEMENT PLAN DWG 529-9 IS APPROVED 120 .. , ' ~ -~ TEMPORARY CONSTRUCTION FENCE WITH SILT BARRIER -NO FUELING OF E UIPMENT WITHIN 1 oo· OF KELLY CREEK ! -1 oo· OF KELLY CREEK • • I • • ' TEMPORARY CONSTRUCTION FENCE WITH SILT BARRIER ,)_ \ \ \ \ \ -• --= --------STAGING AREA, EQUIPMENT MAINTENANCE AND FUELING AREA ""=<-/,;_-PER EROSION CONTROL PLAN, SEE SWPPP, SHEET 361 AND ROUGH GRADING PLAN SHEET 10. LOCATION OF CONSTRUCTION EQUIPMENT STAGING AREA SUBJECT TO CHANGE PER CONTRACTOR AND PHASING OF GRADING ♦ ---It -~ • '" -to,, • ,I • '"' -----,, APPROXIMATE LOCATION OF AL TERNA TE CONSTRUCTION STAGING AREAS PER CONTRACTOR AND PHASING OF GRADING OPERATIONS I • 'l. • tr -.-~ I X , • 't-I; -~-~ • ---------, • • • -TEMPORARY CONSTRUCTION FENCE WITH SILT BARRIER ' . .. ' • TEMPORARY CONSTRUCT/ON FENCE PLAN SILT FENCE FABRIC TRENCH AND BACKFILL SILT FABRIC 6" BELOW GRADE NOTE: SILT FENCE PER CASQA SE-1 L HOWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 PER B1O-3 TEMPORARY CONSTRUCTION FENCE POST ------It-SCALE: 1 " = 1 oo· PROPERTY LINE TEMPORARY CONSTRUCTION FENCE LIMIT OF NO EQUIPMENT FUELING "AS BU IL T" RCE __ _ EXP ____ _ DATE REVIEWED BY: INSPECTOR DATE l------+--+-------------+----+---+---1-------1 I sH7EET I CITY o F CARLS BAD ~o ENGINEERING DEPARTMENT ~ :==::::'...'.:===========:'...'.::::=~ ROUGH GRADING PLANS FOR: DA lE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL MARJA ACRES PUD 16-D9 SUP 16-02 HDP 16-02 CDP 16-33 GR2021-0006 APPROVED: r .... e,....,,,tt /o,,, ENGINEERING MANAGER DWN BY: ~M~I __ CHKD BY: __ _ RVWD BY: SDP 2018-0001 JASON S. GELDERT RCE 63912 EXPIRES 9 30 22 DA lE PROJECT NO. CT 16-07 DRAWING NO. 529-9A I I I • DocuSign Envelope ID: 470614E5-43B1-49E9-B3F7-71E9545517E1 .QRZZKDW V56((6+((76((6+((73$5.'5,9(3$5. & 2 8 5 7 '(02/,7,213/$10%,$0 below. Call before you dig. ~~~~~~~// . I I / @)MH /./ \ ~ //. '--/il2 ij/ I/, ' • ~/'. .,,.. --/ \ I// --/ . ( / / ----San Diego Gas and Electric Co1npany ~~ Reviewed By: _______ _ Date: 03/08/2022 Eric Craig Land Management Representative Valid for 18 month~ from date of signature SCALE: 7" = 40' 410---810 \-APN 1 I 207-101-37 I \ .,.,,, 1 4. 39 1 \ ACRES f \ ,, ... / '' I '-l r \ \. / J \. --, I__./ \ \. \ EXISTING PIPEL1~ASEMENT TO THE I CARLSBAD MUTUAL WA~EE. COMPANY _,,,., \\ RECORDED NOV. 3 1941, IN B()Qj( 1271, _ _ PAGE 70 OF OFFICIAL Rli,CORDS "-A 15' PORTION ON THE PRpJECT ', PROPERTY TO BE QUITCLflMED .,,.102.fl -------, I ,,, / / / ' '/ '-, UJJ.1 //\ \. . / \ v,,, / / ) ,,,✓ { / L HOWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 " I \ / I I I / I I i I I I ·'°t' \ I I I \ / ..... "AS BUILT" RCE __ _ EXP ____ _ DATE REVIEWED BY: INSPECTOR DATE ,______,_--+-------------+----+---+---f------1 I sH8EET I CITY o F CARLS BAD ~o ENGINEERING DEPARTMENT L...§Q_j :==::::'..'.:===========:'...'.::::=~ ROUGH GRADING PLANS FOR: DA lE INITIAL DATE INITIAL DA lE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL MARJA ACRES PUD 16-D9 SUP 16-02 HDP 16-02 CDP 16-33 GR2021-0006 SDP 2018-0001 APPROVED: JASON S. GELDERT ENGINEERING MlNAGER RCE 63912 EXPIRES 9 30 22 DATE OWN BY: ~M~I __ CHKD BY: __ _ RVWD BY: PROJECT NO. CT 16-07 DRAWING NO. 529-9A DocuSign Envelope ID: 470614E5-43B1-49E9-B3F7-71E9545517E1 ([&03.QRZZKDW V50%,$0 P/L -NO, L1 L2 L24 SAFETY FENCE, POST & FOOTING PER DETAIL ON SHEET 5 36.8' LIMIT OF 50' RIPARIAN BUFFER PRIVATE IMPROVEMENTS PER DWG 529-9B o· 5.o· PROP. s/w 6.7' 60.67' FF I EXISTING GRADE\__ ----~ ,' --..---.. "'->1/»'J: I PROPOSE FOUNDATION --PER DWG 529-9B <;;_, -~~ PERFORATED l~~~-0~EMOVAL DRAIN PIPE -PRIVATE LENGTH 121.39' 30.37' 35.45' I 5' VERT. CUT '-----------SECTION2-2 SCALE: 1" = 10' STORM DRAIN DATA BEARINGS SLOPE DESC. N26" 44' 48"E 0.5% 12"PVC S6O" 19' 57"£ 0.5% 12"PVC S33" 38' 43"W 1.0% 8"PVC NOTE CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. NOTE: ! ! TYPE BIOFIL TRATION BASIN 4 below. Call before you dig. ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY C NTROL. BMP SIZE (SQ. FT,) AREA = 7,724 SUMMARY OWNERSHIP MARJA DAWN SELNA, TRUSTEE OF THE HOFFMAN LEGACY TRUST AND MICHAEL W. SELNA AND MARJA DAWN SELNA, TRUSTEES OF THE MICHAEL W. SELNA AND MARJA D. SELNA FAMILY TRUST 6284 FORESTER HUNINGTON BEACH, CA 92648 CMU WALL NOTE ALL CMU RETAINING WALLS, BOTH STANDARD AND STRUCTURAL TO BE SPLIT FACE AND WHEAT COLOR .......___ ·/-CC"" ---..:..;:::: -~I?, AD/NG._ EX C ~ NSi .......___s PEDE • ITS '-EX SDG&E .... -, TRANSFORM£ ::::-::::::, . .......___ RAINAGE DITCH PER · ORSO D-75 (B) SE L HOWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 P/L {73') (C/L) SAFETY FENCE & FOOTING PER DETAIL SHEET 5 (20') SEE DWG 529-9 FOR IMPROVEMENTS WITHIN THE RIGHT OF WAY 12X12 BROOKS BOX 2.7% ~ 12" STORM DRAIN PIPE 6" MAX. 1.0' PROP. PLANTABLE KEYSTONE WALL#l PER SHEET 37 DETAIL A, TW 55.7 50.82 FG EXISTI:~ GROUND~ -_ =-15'-10' ,Y, Y-EX. AC 7 -_ SOIL REMOVAL // __________ _,./ EXISTING CURB, GUTTER & SIDEWALK PROPOSED FOUNDATION 6.4' PROPOSED SIDEWALK 5.0' LO% -' SECTION 1-1 SCALE: 1" = 10' SAFETY FENCE PER DETAIL SHEET 5 PROP. CMU WALL PER SHEET 50 4,84' MAX, HEIGHT EXPOSED TW 60.45 55.61 FG MAX, PONDING DEPTH -----3: 1 MAX 53.50 FG 45" -.~ . .-.c _,,,.,_ -.....Lc...... __ _j___! __ _.___ __ ~ ·,~. ,•'<t 4" PERFORA~D DRAIN PIPE 47.7 TF ~-~-:.; :< :.:-.~;~·~ ~-EMP. AC SIDEWALK ND PED RAMPS SECTIONK-K SCALE: 1" = 10' SAFETY FENCE PER DETAIL SHEET 5 11-0' 5.0' 3.0 63,25 FS 63,16 FS 60.1 TF 4" PERFORATED DRAIN PIPE SCALE: 1" = 1 O' 65.46 FS 66.34 TC PAVEMENT SECTION AND CURB & GUTTER PER DWG 529-98 5' 66.1 FG {MAX) PROP, C.M.U WALL PER SDRSD C-1 2.85' MAX. HT EXPOSED TW 66.1 63.00 FG AX. PON . -·>~--~;;,:_;>/:( :-'. '.?::'· 1. B 4.25' SIDEWALK RAMP 1'11TI-i HANDRAILS PER DWG 529-9B 65.55 FS 64.99 FG SECT/ON0-0 SCALE: 1" = 10' SAFETY FENCE, POST & FOOTING PER DETAIL ON SHEET 5 PER DWG N0,529-9B LAC PARKING LOT 60.4 TC TEMP 1. 0% SWALE PER THIS PLAN ~ -1.0% ",, AGGREGATE BASE PER DWG N0.529-9B ROP, SUB-GRADE "AS BU IL T" RCE __ _ EXP ____ _ DATE REVIEWED BY: INSPECTOR DATE l----+---l------------l-----1----1--~~___. I sH9EET I CITY o F CARLS BAD ~o ENGINEERING DEPARTMENT L._§_Q_j ~=::::'....'::==========='....'=== 1----1----+----------------+------l----+-----l-----l ROUGH GRADING PLANS FOR: GR2021-0006 APPROVED: r.;,.,,, (],,.,,,,,, tt fn, MARJA ACRES ROUGH GRADING PLAN PUD 16-D9 SUP 16-02 HDP 16-02 CDP 16-33 SDP 2018-0001 JASON S. GELDERT 1----l----+----------------+------l----+-----l-----l ~E::::NG=:IN:=EE::::R=:ING~MA~N=:AG::::E=:R=R;".C::::E:::::6=:39::::12::::==:EX::::Pl::::RE=:S:::::9:::3=:0:':::2::::2::::::;DA-;:::TE:::====~ DWN BY: .wM-'-.I --PROJECT NO. I DRAWING NO. 2~~g ~~;---L_ __ C_T_1_6 __ 0_7 _ ___J_ 529-9A DA lE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DA lE INITIAL OTHER APPROVAL CITY APPROVAL DocuSign Envelope ID: 470614E5-43B1-49E9-B3F7-71E9545517E1 .QRZZKDW V50%,$0 below. Call before you dig. """ -----------------_ ~~~~vv----::----. u ~ 12• ACP W1R P[R DWG 180-4 479;.00fJ.--.... BANDO~P[R DWG 440-4.__ ~ •v --.... ._ -------:-------.... w_ ~ -• [AS[M[NT P[R DOCUM[NT NO. 76-428052 DA T[D · -c D[C[MB[R 21, 1976 FOR ABANDON[D LIQUID FU[L LIN[ AND G[N[RAL UTILIT/[S TO 8[ QUIT CLA/M[D. ,v --NOTE CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. NOTE:!! ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY C NTROL. TYPE BIOFIL TRA TION BASIN 7 BMP SUMMARY SIZE (so. FT.) OWNERSHIP AREA = 3,567 MARJA DAWN SELNA, TRUSTEE OF THE HOFFMAN LEGACY TRUST AND MICHAEL W. SELNA AND MARJA DAWN SELNA, TRUSTEES OF THE MICHAEL W. SELNA AND MARJA D. SELNA FAMILY TRUST 6284 FORESTER HUNINGTON BEACH, CA 92648 SCALE: 1" = 20' 210---410 L HOWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 ---CATV--=---CATV--DA lE INITIAL PROP. PLANT ABLE KEYSTONE WALL 5' MAX HEIGHT EXPOSED 10· EX. SDG&E PER SHEET 37 VAULT DETAIL-A EX. 54.6 FG EX. CURB & GUTTER . PROP. 3' __ DRAINAGE DITCH PROPOSED PARKING LOT PER DWG 529-9B SECTJONR-R SCALE: 1" • 10' PROP. PLANTABLE KEYSTONE WALL #2 PER SHEETS 28-38 5' MAX. EXPOSED HT, SAFETY RAIL PER LANDSCAPE PLANS PROPOSED FOUNDATION PER DWG 529-9B 12· (Ci-(=--) --1 (73') : IL I R/W ESMT VARIES I I I I I >-::::, ~ < (/) DECEL LANE PROP. CURB & GUTTE PROPOSED SIDEWALK PER DWG 529-9B ~ __, ..... a __, I I TW 60.4 PROP. 5.5' S/W 4.5' SAFETY FENCE PER DETAIL ON SHEET 5 TOP /SLOPE 70.5 F 6" MAX PROP. 3' DRAINAGE DITCH 2% MAX FF=72.67 FLAT WORK PER LANDSCAPE PLANS 18" DEEPENED FOOTING ~r ~,, -, SECTION S-S SCALE: 1" • 10' PROP. C.M.U WALL SAFETY FENCE PER DETAIL ON SHEET 5 PER DETAIL. SHEET 50 3.0' MAX. HEIGHT PRIVATE IMPROVEMENTS PER DWG 529-9B EXPOSED TW 66.4 63.00 21" MAX. PONDING DEPTH --+-~ 4" PERFORATED DRAIN PIPE 57.25 T 1.5 4.25' T SECTION Z-Z SCALE: 1" • 10' -' ~ * PER DWG 529-9B -' -' < c., st 72 -e z-S:~>---->----------1 O -i=-OCl s: 70 68 66 .z O O<J:..-+ Dr-0'! O WAL -F-S-@-FR0f:J-OF WALL .F c., 00 z s: Ol Zf-st >-. + w r--0 a'. co ---72 70 68 66 64 -FG @ BA K-64 ,~~~.-I'.......,_..~ OF WALL 1~....,_~L......:aa-FG =64.35 ~........., TF=58.58--,~f-r~....--.,___.-1 60 -+--4 18" HDPE 58 -. TF = 7 .25 .-----+~-,--1 . .. RETAINING WALL SCALE: VERT.' 1' • 4 HOR/Z. 1•20 BMP 62 60 58 "AS BUILT" RCE EXP. REVIEWED BY: INSPECTOR ~ CITY OF CARLSBAD 0 ENGINEERING DEPARTMENT ROUGH GRADING PLANS FOR: MARJA ACRES ROUGH GRADING PLAN GR2021-0006 DATE DATE ~ 0 PUD 16-09 SUP 16-02 HOP 16-02 COP 16-33 SDP 2018-0001 APPROVED: r,.,.,, e-a f, .. JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 22 DA lE OWN BY: ~M~I __ DATE INITIAL DA lE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHKD BY: __ _ RVWD BY: PROJECT NO. CT 16-07 DRAWING NO. 529-9A DocuSign Envelope ID: 470614E5-43B1-49E9-B3F7-71E9545517E1 .QRZZKDW V50%,$0 \ 7RUNCA TED DOMES I ~ ----------3 1 2" THICK TEMP ---~~--____ AC SIDEWALK ___ ---------------------------------------:fr ----C/L I-! _ __J~ 63. 7' I I I I I I EXISTING S/W I EXISTING CURB AND GUTTER 5.5' --~7;....--+-7...,..;_...~/...:i:a=====aal.a=-a====L=-a~ ; ' , , , , , \ I I _... ----------EXISTING _L_ __ --------Tr---1------T--;;r-EX 36" D.I.P. WATE;----T---:;:7"1"'----(2 EX 12· PVC wm--f---;,._,.-r---T----,----T-J---/1----,--T---;-T----T-:----1---_,,., --CATV --:_. <---CATV--__ =.c SD INLET-CATV--__ --:;::.;::;_~ _ -c -(49 41 ZONE) DWG -;:;s?::::::-::=====:::::a;::_;,:;Zi"'.::::-==?=7'!'F~~~~-:::-=r.mPe±-~:::--:==:::=:;~cc'~=::r;m::;:::d';;,=-:,=,r -·v""' ~--:::...._. --AT/--=~_;--C OZONE) CRMWD 85-101-.:'__::-CP,,JV-----440-4,TV...-I'. --,.-""'-CATV~--CAT~ -,----,,, / ,,, ,, ~ ,, , \ ,,,_... I I -/ -, ,, / , , ' , , ; , , I ,,, /---;;r_... --_..._ ,.;+-:.H /,:___ _,,.,, -_...,... ~ _ABND 20" WA""R _,,. -\ -+ / / f I I SD / , , '' ' -, ____ , ----_ __.:....._... - / -/ ,,. ------SD----so-----SD---.Ai;IJ---<-,srr+--+ ---so-/-__ , 1---<,>I ----so----t --'"-'SD--,-.\---SD-,-so--"?-SOL---so,----~u---so----r ~ --/ / ,✓ , I I " , I I I I I I / / I /----,L__ _ ----7 ----~ I _ __i _ -I-.dl2 EX 8" ABS SEWER f =="'~ I I I ,, W ---Vy----w-=-r--w----y-W ----w-_-r---w--,----;~-PERDWG222-4 -, ---W I --r-f --,---w-+-~ --=='Ill---,_j/)L R/W -rue / ; / ' EL CAMINO REAL ~CS 1 / ~ I / / / ,/, / __ ----___ __L/ -FUEL---FUE,(_-_ -FUEL---t--FUEL --FIJ,E . .:-~--FUEL~ -(PUBL/CJ-1--FUEL-_,__ -FUEL-+-· -FUEL ---FUEL,_.---FU L------/ --+----------L --------.L 1----I.;;; 0) ---1--------I -1'-----,, ----I / I / / I L---FUEL-_L I t 2 - --s-_ / .,_ ; ; .,,., •• -~ -I -----1---±~==--=...=1· ----'---' ===-::j:::.:.... --=--.-~ 1---= -,Ls---s---------s -_c----i:;1----~i;--+--s--1--s-__.,_._±00...-5--s-r --s-----' -s-~'500---+-s 1 -s--r--s-----+,r,~s-==+-s --s ' '" rn• so I -I I I I \ I I I N--/NE OF: SIGH JE 605 --X 5.2' P/L 30.5' I SAFETY FENCE PER DETAIL ON SHEET 5 PROPOSED FOUNDATION 5.5' 82.4 TW 83.75 FF ... -· •· FINISH GRADE 2:1 SLOPE ' /-...: , \__ PROP. s/w 4" PERFORAllED DRAIN PIPE ------r EX. GROUND ---_/ ____ ----------(61.3 EG) SECT/ONT-T SCALE: 1" = 10' rPR9P. SOLDIER BEAM WALL 4.6 MAX HEIGHT EXPOSED TW 86.2, PER SHEETS 52-57 16' P/L 6' SPLIT FACE BLOCK WALL PER DETAIL 2 SHEET 50 it--•----=------'--~.! PROPOSED I FOUNDATION PROP. 87.94 EG 82.25 FF . -, ..•... ~ 6.5' 4.0" S/W 81.58 FS 81.58 FG · EX. CURB & GUTTIER 1.5% : , ;r1.6. -~., ""'"'"' "''"'"' , :of L ::::r.: ,K, '!re,~_l''"' ITC PER DWG 529-9B ~i SECTIONU-U SCALE: 1" = 10' EX. AC PROPOSED FOUNDATION ESMT. 74' PER MAP NO. 2021-0005 (C/L) 10· 6.7' 1· 14' 1---'-:.__-~j 71.0 FG 70.00 TS )( ~ 10.3' P L (63.7') I 12.5' hA'"N"D ~V:;iA;,;Rl;;=-ES,,..--1 I SAFETY FENCE PER I DETAIL ~N SHEET 5 I PROP. KEYS ONE WALc",=·'"" #2 PER SHEETS 28-38 MAX HT=5.0' 4" PER FORA TED DRAIN PIPE SECTION5-5 SCALE: 1" = 10' PRIVATE STORM DRAIN DATA NO. LENGTH BEARINGS SLOPE L16 49.07' N47" 40' OB"E 7.0% L17 82.63' SOJ" 26' 17"W 4.0% LIB 115.92' S87" 50' 03"W 3.0% L19 8.67' S89" 59' 37"E 2.3% CMU WALL NOTE ALL CMU RETAINING WALLS, BOTH STANDARD ANO STRUCTURAL TO BE SPLIT FACE AND WHEAT COLOR "AS BUILT" RCE __ _ EXP ____ _ REVIEWED BY: INSPECTOR CITY OF CARLSBAD ENGINEERING DEPARTMENT ROUGH GRADING PLANS FOR: DESC. 6"PVC 6"PVC 6"PVC 6"PVC DATE DATE ~ ~ MAR IA ACRES PUD 16-D9 u/1 SUP 16-02 NOTE:!! ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY C NTROL. ~ SCALE: 1" = 20' 210=----410~---•610 L HOWES I WEILER I LANDY PLANNING & ENGINEERING GR2021-0006 ROUGH GRADING PLAN HDP 16-02 CDP 16-33 i-:===t===t=========--========+===t==t==t==I FA41P~P~RUOJ\V~EDO~, ~=========~:c=:=:=====~SD~PJ2~01i8-~0~00~I ~t-:::;;;=:+;;t=========----========t===t===t==±==J r.,.., e-tt 1,,,, JASON S. GELOERT DATE INITIAL ENGINEERING MANAGER RCE 63912 EXPIRES g 30 22 DATE below. Call before you dig. 10 O Tel. 760.929.2288 Fax. 750_929_2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL DWN BY: Ml OTHER APPROVAL CHKD BY: CITY APPROVAL RVWD BY: PROJECT NO. CT 16-07 DRAWING NO. 529-9A DocuSign Envelope ID: 470614E5-43B1-49E9-B3F7-71E9545517E1 ([&03.QRZZKDW V50%,$0 below. '" ...... \ ............ \ ", I ' \ \ ...-...-\ \ \ I / NOTE CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. NOTE:!! Call before you dig. ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. BMP TYPE SIZE (SQ. FT.) BIOFIL TRATION AREA = 2,360 BASIN 3 SUMMARY OWNERSHIP MARJA DAWN SELNA, TRUSTEE OF THE HOFFMAN LEGACY TRUST AND MICHAEL W. SELNA AND MARJA DAWN SELNA, TRUSTEES OF THE MICHAEL W. SELNA AND MARJA D. SELNA FAMILY TRUST 6284 FORESTER HUNINGTON BEACH, CA 92648 SCALE: 1" = 20' 210---Jo L HOWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 PROP. CMU WALL PER SHEET 50 4.0' MAX. HEIGHT EXPOSED TW 77.8 73.85 FG SECT/ONJ-J SCALE: 1" = 10' 1.5 3.25' 27" MAX. PONDING DEPTH PROP. SPLIT FACE CMU RET. WALL PER SHEET 50 WITH SAFETY FENCE PER DETAIL ON SHEET 5 78.0 TW 73.85 FG FL 1 B"X18" BROOKS BOX 76.45 TG 12" PVC @ 1.0% -SEE PIPE THRU WALL DETAIL ON 1;-,:Q~,-,L_J~:::1Jd::1,.,:Q,,C[_,,.lf3!f;clTl!_I SHEET 5 ·-,;;·_:,.-,~;: :•1[!1-1 ''iT"';JJ!=" DETAIL 1 SCALE: 1 "=4' CMU WALL NOTE ALL CMU RETAINING WALLS, BOTH STANDARD AND STRUCTURAL TO BE SPLIT FACE AND WHEAT COLOR "AS BU IL T" RCE __ _ EXP ____ _ REVIEWED BY: INSPECTOR DATE DATE ~ ~ 1----1----+----------------+------l---+---l------l ROUGH GRADING PLANS FOR: GR2021-0006 APPROVED: MARJA ACRES ROUGH GRADING PLAN PUD 16-D9 SUP 16-02 HDP 16-02 CDP 16-33 SDP 2018-0001 JASON S. GELDERT 1----1-----+----------------+------1---+---l------1 J;,=im~t3=....,,==tt"'k=,,~----------____ _ 1-----l-----+----------------+------l---+---l------l ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 22 DATE DA lE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DWN BY: .wM,_I __ DA lE INITIAL CHKD BY: __ _ CITY APPROVAL RVWD BY: PROJECT NO. CT 16-07 I DRAWING NO. 529-9A c.__ _______ _J DocuSign Envelope ID: 470614E5-43B1-49E9-B3F7-71E9545517E1 .QRZZKDW V50%,$0 2 below. Call before you dig. NOTE CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. NOTE:!! ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. BMP TYPE SIZE (SQ. FT.) BIOFIL TRATION AREA = 1,692 BASIN 5 SEE SHEET 16 SUMMARY OWNERSHIP MARJA DAWN SELNA, TRUSTEE OF THE HOFFMAN LEGACY TRUST AND MICHAEL W. SELNA AND MARJA DAWN SELNA, TRUSTEES OF THE MICHAEL W. SELNA AND MARJA D. SELNA FAMILY TRUST 6284 FORESTER HUNINGTON BEACH, CA 92648 SCALE: 1" = 20' 210---410 L HOWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 ----1.6' SAFETY FENCE PER DETAIL ON SHEET 5 0.1 FG 2: 1 MAX DEEPENED FOOTING 4.5' 18.7' 75.5 FG 2: 1 MAX 12• SD LI PROP. KEYSTONE WALL PER SHEETS 28-38 3.0' MAX. HT. EXPOSED, TW 66.5 21" MAX. PONDING DEPTH 63.5 FG PROP. 3' DRAINAGE DITCH --4" PERFORATED DRAIN PIPE SECT/ONL-L SCALE: 1" = 10' PROP. STRUCTURAL RETAINING WALL PER SHEET 50 TW 71.6 SAFETY FENCE PER DETAIL ON SHEET 5 21" MAX. PONDING DEPTH 4.0' SECT/ONM-M SCALE: 1" = 10' 70.31 FS 4" PERFORATED DRAIN PIPE PROPOSED* AC PAVEMENT 1.1% -/ PROPOSED* SIDEWALK SECT/ONX-X SCALE: 1"= 10' • PER DWG 529-9B PROPOSED * FOUNDATION 6'± SAFETY FEN CE PER DETAIL ON SHEET 5 FF=85.7 . ' ,.,. _, ... -: . -~-.. 83.11 FG PRPOSED CMU RETAINING WALL PER SDRSD C-3 TW 85.00 p CJ·os~ * SIDEWALK\ 83.11 FS SECTIONY-Y SCALE: 1' = 10' • PER DWG 529-9B CMU WALL NOTE ALL CMU RETAINING WALLS, BOTH STANDARD AND STRUCTURAL TO BE SPLIT FACE AND WHEAT COLOR "AS BUILT" RCE __ _ EXP. ___ _ REVIEWED BY: INSPECTOR DATE DATE 1------1---1----------------1---------1------1---------1----1 fsHml3 CITY OF CARLS BAD ~o l____1l_j ENGINEERING DEPARTMENT L___§_Q_j ~=::::'....'::==========='....'=== 1----+-----1-----------------+---+------11-------11------1 ROUGH GRADING PLANS FOR: DA lE INITIAL DATE INITIAL DA lE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL MARJA ACRES PUD 16-D9 SUP 16-02 HDP 16-02 CDP 16-33 GR2021-0006 APPROVED: r.,., e,..,.,,,, u '°"' ' ENGINEERING MANAGER OWN BY: .aMu.l __ CHKD BY: __ _ RVWD BY: ROUGH GRADING PLAN SDP 2018-0001 JASON S. GELDERT RCE 63912 EXPIRES 9 30 22 DA TE PROJECT NO. CT 16-07 DRAWING NO. 529-9A DocuSign Envelope ID: 470614E5-43B1-49E9-B3F7-71E9545517E1 .QRZZKDW V50%,$0 I fil I '--l ~ . Q. • IC> below. Call before you dig. NOTE CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. NOTE:!! ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY C NTROL. \ ' \ SCALE: 1" = 20' f-1 ---j~ 1--1 20 10 O 20 40 60 L HOWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 , . :{I.JI!; i111·-¢' \ ~-,, I ~-~~ "?~ /t,-TEMP BACKCUT TYPICAL SECTION DETAIL FOR RETA/NG WALL BACKCUT-TEMPORARY VERTICAL AND 1: 1 BEHIND SCALE: 1" = 10' PROP. C.M.U WALL PER DETAIL. SHEET 49 1 O' MAX. HEIGHT EXPOSED. TW 96.5 6' SPLIT FACE BLOCK WALL PER DETAIL 2 SHEET 50 r EXIST. GRADE _j_ ---=-:I.. -------10·-11· P/L I 3'-2" EXIST. GRADE 5.5' 4.0' s/w 95. TW PROPOSED FOUNDATION 82.75 FF BEAM WALL PER SHEETS 52-54 TW 107.0, W/SAFETY FENCE PER DETAIL SHEET 5 82.08 FG ,,,.. ,a,• •. '""' PROP. 1.0' DRAINAGE DITCH PROP. TIERED _ __,,, SOLDIER BEAM WALL PER SHEETS 52-54 W /SAFETY FEN CE PER DETAIL SHEET 5 PROPOSED FOUNDATION 6.3' 84.5 TW 82.6 PROP. SIDEWA 5.2' 4" PERFORATED DRAIN PIPE SECT/ONP-P SCALE: 1" = 10' 7.1' SAFETY FENCE PER DETAIL SHEET 5 SAFETY FENCE PER DETAIL SHEET 5 CMU RETAINING WALL PER SDRSD C-1 7.5' MAX. HEIGHT EXPOSED 79.5 TW 4" PERFORATED~ 4.0' DRAIN PIPE I TF ~ S/W PROP.SIDEWALK 7.1' "'" ff~ , L';,om,~~::1;3: SECTION 4-4 FOUNDATION SCALE: 1" = 10' 34.2' P/L 4' 29' 6' SPLIT FACE BLOCK WALL PER DETAIL 2 SHEET 50 SAFETY FENCE PER DETAIL SHEET 5 110.6 FG EXIST GROUND 109.0 EG~ 3.0' PROP. DRAINAGE DITCH SECTJON6-6 SCALE: 1" = 10' PRIVATE STORM DRAIN DATA NO. LENGTH BEARINGS SLOPE DESC. L12 133.39' N65. 21' 50"E 1.3% 6"PVC L13 255.21' N65. 21' 50"E 1.4% 6"PVC L14 66.51' N65. 21' 48"E 1.0% 6"PVC L15 2.47' N43" 55' 56"W 2.0% 6"PVC L20 40.28' N74. 04' 07"E 5.0% 8"PVC L21 14.39' 550· 19' 57"E 2.0% 8"PVC L22 52. 76' so2· 17' 57"W 2.0% 8"PVC L23 35.49' N24. 38' 05"W 1.5% 6"PVC "AS BUILT" CMU WALL NOTE ALL CMU RETAINING WALLS, BOTH STANDARD AND STRUCTURAL TO BE SPLIT FACE AND WHEAT COLOR RCE __ _ REVIEWED BY: INSPECTOR EXP ____ _ DATE DATE r-------t---t-----------+----------+---l-_J__J fsHml4 CITY OF CARLS BAD ~ ;:;LJi_J~~;=_;:;:;::;:~;E~N G;;l:;::N;:EE~R;::IN::;G~D::::E::::P A::::R::::T:::::M:::::E::::N::::T==::::'....'.~=::::::=Q=:'. ROUGH GRADING PLANS FOR: MARJA ACRES ~~~ ii=~~ ROUGH GRADING PLAN ~~~ it~~ t=====+====j~=================================j=====j=====t=====t====I ~G';,"R~2~0:;';2;;';1';;:-';;0=0=06============~SD~P~2~01~8-~0~00~I I APPROVED: JASON S. GELDERT r,.,,,. e,w,,, uh ENGINEERING MANAGER RCE 63912 EXPIRES g 30 22 DATE 1coiAATITE:l11iNNIITTliAALL ,------------------t---,D::-A-=T-E--+-,N-,r-,A-L---1-----l--_J ~D~W~N~B~Y~:=~ ~M[1===~~==~P~R~O~J~E~C~T~N~O~.'!!:_~~====~ REVISION DATE INITIAL CHKD BY·.____ DRAWING NO. ENGINEER OF WORK DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CT 16-07 529-9A DocuSign Envelope ID: 470614E5-43B1-49E9-B3F7-71E9545517E1 .QRZZKDW V50%,$0 20' SPLIT FACE BLOCK WALL PER DETAIL 2 SHEET 50 96.08 FG EXIST GROUND ~89.3 EG P/L 4' SECTIONB-8 SCALE: 1" = 10' below. Call before you dig. 30.4' TOP SLOPE 96.0 FG 1/, ·>, 1/,( 3.0' PROP. DRAINAGE DITCH SAFETY FENCE PER DETAIL ON SHEET 5 PROP.C.M.U WALL PER SDRSD C-4 1.9' MAX. HEIGHT EXPOSED. TW 84.5 10· 82.72 TC 82.10 FS 11/'f#. 2@?.;: IJ ~~llJ "~rcr, 6" PVC SD DRAIN PIPE PRIVATE IMPROVEMENTS PER DWG 529-9B Reviewed By: Date: 03/08/2022 Eric Craig ,,,.----------------,. NOTE CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN FIELD PRIOR TO CONSTRUCTION. NOTE:!! THE ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY C NTROL. TYPE BIOFIL TRA TION BASIN 1 BIOFIL TRA TION BASIN 2 Land Managcmcnt Rcprc:-.cnlativc Valid for 18 months from date of signature BMP SUMMARY SIZE (SQ. FT.) OWNERSHIP AREA = 1,949 MARJA DAWN SELNA, TRUSTEE OF THE HOFFMAN LEGACY TRUST AND MICHAEL W. SELNA AND MARJA DAWN SELNA, TRUSTEES OF THE MICHAEL AREA = 1,098 W. SELNA AND MARJA D. SELNA FAMILY TRUST 6284 FORESTER HUNINGTON BEACH, CA 92648 SCALE: 1" = 20' 2I0---Jo L HOWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 P/L 4.0' 6' SPLIT FACE BLOCK WALL PER DETAIL 2 SHEET 50 23.3' 2: 1 SLOPE SECTIONH-H PROPOSED FOUNDATION 6' MIN. FENCE PER SCALE: 1"= 10' PROP. CMU WALL PER SDRSD C-1, 3.1' MAX. HEIGHT EXPOSED, TW 76.0 SAFETY FENCE PER DETAIL SHEET 5 PROPOSED FOUNDATION 3.5' 6.0' FF ELEV 78.25 S/W SECTION/-/ SCALE: 1' = 10' VARIES PROPOSED FOUNDATION 6' MIN. AREA DRAIN REA DRAIN 2: 1 SLOPE w /STAIRS AS SHOWN ON PLAN NO. L3 L4 LS L6 L7 L29 PROPOSED SIDEWALK PER DWG 529-9B SECTION V-V SCALE: 1" = 10' PRIVATE STORM DRAIN DATA LENGTH BEARINGS SLOPE DESC. 10.44' N62" 16' 42"W 12.2% 12"PVC 34.09' N/9' 56' 25"W 5.0% 12"PVC 52.45' S13" 27' 48"W 5.0% 12"PVC 46.58' S80' 51' 39"E 5.0% 8"PVC 119.37' N65' 21' 57"E 1.3% 8"PVC 9.85' S39' 57' 29"E 1.3% 6"PVC CMU WALL NOTE ALL CMU RETAINING WALLS, BOTH STANDARD AND STRUCTURAL TO BE SPLIT FACE AND WHEAT COLOR "AS BU IL T" RCE __ _ EXP ____ _ DATE REVIEWED BY: fsHrril CITY OF CARLSBAD ~ l---l---+----------------+-----11------1------l------1 ~ ENGINEERING DEPARTMENT L__§_Q_j ~==----============~== 1---t---+----------------+-----ll------l------l------l ROUGH GRADING PLANS FOR: MARJA ACRES PUD 16-D9 SUP 16-02 HDP 16-02 CDP 16-33 GR2021-0006 APPROVED: r;,,,,, e,.,,.,, tt P"" ROUGH GRADING PLAN SDP 2018-0001 JASON S. GELDERT 1---l---+----------------+-----l----l------l------l ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 22 DATE l-;::-DA;-c;lE;=-l-c-:INICCTICCAL-+----------------+-----1----1------l------l :::;D:::W=.:N::=;:B::::Y:::::::;::M;;:I ==;'-;=:==P=R=o=JE=c=T=N=o=.=:::=;I-;:::D=R=A=w=1N=G=N=o~. DATE INITIAL DATE INITIAL CHKD BY: __ _ ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CT 16-07 529-9A ~-------_J DocuSign Envelope ID: 470614E5-43B1-49E9-B3F7-71E9545517E1 .QRZZKDW V50%,$0 .,, \ \ / \ (" I \ I \ below. Call before you dig. NOTE CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. NOTE:!! ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY ONTROL. / / / .,. ,,,,,..._ .,,,,,.,,,. ..,.., -...,,,,. / / / / / / / ,,.,. / / / ..... ..... ..... P=88.5 @ ---\ \ L _, \ \ \ \ \ \ \ I I P=89.7 SPLIT FACE CMU RETAINING WALL PER SDRSD C-3 P=90.0 I / --i---------::,... I L .,, \ \ .__i -~ 20 10 0 SCALE: 1" = 20' f------1 -1 20 40 60 P=88.8 \ I I I J ,@a6:;, 11 ~8""8"'-..t.Si.__'/ PRIVATE STORM DRAIN DATA PROPOSED FOUNDATION 6' MIN. FENCE PER LS PLANS PROPOSED SIDEWALK NO. LB L9 L10 VARIES RET. WALL w STAIRS AS AS SHOWN ON PLAN (H=2' MAX.) LENGTH BEARINGS 115,00' N65" 21' 57"E 111.83' N65' 21' 57"E 114.85' N65' 21' 57"E PROPOSED FOUNDATION 6' MIN. SECT/ONW-W SCALE: 1" = 10' 32' SAFETY FENCE, POST & FOOTING PER DETAIL ON SHEET 5 P/L 4' SLOPE DESC. 1.3% B"PVC 1.3% B"PVC 1.3% B"PVC 20· 6' SPLIT FACE BLOCK WALL PER DETAIL 2 SHEET 50 106.58 FG EXIST GROUND ~ PROP. C.M.U WALL ---PER DETAIL. SHEET 49 3.2' MAX. HEIGHT EXPOSED. TW 92.0 L HOWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 , 6" PVC SD DRAIN PIPE ~~f--3.0' PROP. DRAINAGE DITCH 4 • PER FORA TED DRAIN PIPE SECTION 7-7 SCALE: 1" = 10' CMU WALL NOTE ALL CMU RETAINING WALLS, BOTH STANDARD AND STRUCTURAL TO BE SPLIT FACE AND WHEAT COLOR "AS BUil T" RCE __ _ EXP, ___ _ REVIEWED BY: INSPECTOR DATE DATE fsHrril CITY OF CARLSBAD 1----l-------11-------------------+---+---t---t-----1 l__J_U ENGINEERING DEPARTMENT 1---l----+----------------t---t---t----t-----i ROUGH GRADING PLANS FOR: ~ ~ DA lE INITIAL DATE INITIAL DA lE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL MARJA ACRES ROUGH GRADING PLAN GR2021-0006 PUD 16-D9 SUP 16-02 HDP 16-02 CDP 16-33 SDP 2018-0001 APPROVED: JASON S. GELDERT r...,, e-a f, .. ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 22 DATE OWN BY: ~M=I __ CHKD BY: __ _ RVWD BY: PROJECT NO. CT 16-07 DRAWING NO. 529-9A DocuSign Envelope ID: 470614E5-43B1-49E9-B3F7-71E9545517E1 .QRZZKDW V5DWϳDWϳDWϳDWϰDWϲDWϱDWϲ0%,$0 + + + !I <( WI') ZI ...J <( + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ow O L\ l-.!'.ffle---f------1--------in· -zl-cc0c-'i'1 '-----+------+-------+--------l----------,f------l------l------+------+------+------+------+------+------+------+-------+--------l----------,f------8'EJ--l------hR17----l------l------+------+8EJ-------I 6+00 PIPE BEDDING NOTE: + + + + + + + + + + + + + + + + + + + r---::J 00 COo .. 0 ai V) r---LOI (I) ...--"' +-. rno l!)~I"") .. (/) I[) r-,.. LU ..,: IO :a CL 0:: >-+->-w (/) ,.... Cc:: I-a.. I I 5+00 PVT. STORM DRAIN LINE 'A' 2: 1 MAX 72 75 + + + + + + + + + + + + + + + + 1,----------, 11 I II I 11 I II I II I + + + + + + + + + + + + + + + + + PROFILE-PVT. STCDRM DRAIN LINE 'A' 4+00 PVT. STORM DRAIN LINE D' SEE SHT 21 1,----------, 11 I II I !1--i____ I PLAN-PVT. SCALE: 1" = 20' HORIZ. 1" = 4' VERT. 3+00 STORM DRAIN LINE PRIVATE STORM DRAIN LINE 'A' SCALE: 1"=20' "' I I I I + + + + + + + + + + + + PVT. STORM DRAIN LINE 'H' -SEE SHT 23 -----L4 + + + + + + HGL WATER TIGHT JOl~TS 2+00 I Cl -----L:3 +oo s-80 + + + + + + + + + + + HGL s --r PVT. STORM DRAIN LINE 'M' SEE SHT 26 ~ I 1+61.17 SD LINE 'A' TYPE A-4 CO , RIM=67.61 .J---1-FS 3" 1+oo PVT. STORM DRAIN LINE 'M' SEE SHT 27 --+-FS -rs -+ + + + + + + + + + + + + + + + + + + SEE BIO-FIL !RATION DETAILS ANDI TABLE ON SHEET 3 FOR RISER DEPTH, + + 6" PE IF. PIPE UND RDRAIN + + + + -··-··-··-··-··-·-··-··-··-··-··--··-··-··-··-· ·-·-··-··-··-··-··--··-··-·--··-··------··-··-··-··-· + + + + PROPOSE GRADE SD ll-lRU WALL PER DETAIL ON SHT 5 TF=56.40 + + + + PROFILE-PVT. STOR~ DRAIN LINE '.A!-1' SCALE: 1" = 20' H0RIZ. 1" 4' VERT. 1+oo 1+50 I I Cf) STORM DRAIN LINE 'A-1' SCALE: 1''=20' (SEE SHEET 10 FOR GRADING PLAN) ~ "AS BUil T" RCE __ _ EXP ____ _ DATE TYPICAL PIPE BEDDING AS SPECIFIED IN THE 'STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION' MAY BE USED. AS A MINIMUM, PIPES SHALL BE SUPPORTED ON AT LEAST 4 INCHES OF GRANULAR BEDDING MATERIAL SUCH AS MINUS 3/4 INCH CRUSHED ROCK OR DISINTEGRATED GRANITE. WHERE PIPELINE OR TRENCH EXCAVATIONS EXCEED A 15 PERCENT GRADIENT, OPEN GRADED ROCK SHALL NOT BE USED FOR BEDDING OR BACKFILL BECAUSE OF THE POTENTIAL FOR PIPING AND INTERNAL EROSION, FOR SLOPING UTILITIES, COARSE SAND OR SAND-CEMENT SLURRY SHALL BE USED FOR THE BEDDING AND PIPE ZONE, THE SLURRY SHOULD CONSIST OF A 2-SACK MIX HAVING A SLUMP NO GREATER THAN 5 INCHES. (@) LENGTH BEARING DESCRIPTION (SEE SHEETS 10 AND 12 FOR GRADING PLAN) PRIVATE STORM DRAIN LINE 'A-1' REVIEWED BY: below. Call before you dig. NOTE: CONTRACTOR TO VERIFY EXACT LOCATION OF EXISTING UTILITIES IN ll-lE FIELD PRIOR TO CONSTRUCTION. NOTE: ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. L1 L2 L3 L4 L5 C1 C2 C3 8.0' S83' 39' 55"W 18" HOPE 46.7' S41" 47' 17"E 30" HDPE 43.1' S76' 13' 08"W 30" HDPE 68.6' S80' 35' 21 "W 30" HDPE * 200.6' S80' 35' 21 "W 30" HDPE * PRIVATE STORM DRAIN LINE 'A' LENGTH RADIUS DEL TA DESCRIPTION 38.1' 500.0' 4'22'13" 30"HDPE 29.6' 112.5' 15"04'55" 30"HDPE 40.0' 112.5' 20'22'18" 18"HDPE * WATER TIGHT JOINTS SEE PROFILE >---1 -~ 20 10 0 (@) L9 L10 SCALE: 1" = 20· 1--1 20 40 LENGTH 4.0' 24.3' 60 BEARING DESCRIPTION S13' 46' 52"E 18" HOPE S13' 46' 52"E 18" HDPE L HOWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 INSPECTOR DATE [sHEfil CITY OF CARLSBAD ~ 1----+----1-----------------+---+---1----1------1 L_J_z_J ENGINEERING DEPARTMENT L___§Q_J ~=::::'...'.:==========='.....'.::::=~ 1----+----1------------------+-----+----1----1------< ROUGH GRADING PLANS FOR: DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL MARJA ACRES PUD 16-09 SUP 16-02 HOP 16-02 CDP 16-33 PRIVATE STORM DRAINS GR2021-0006 LINE "A", LINE "A-1" SOP 2018-0001 APPROVED: E~Ef;r~~ER DWN BY: CHKD BY: __ _ RVWD BY: JASON S. GELDERT RCE 63912 EXPIRES 9 30 22 DATE PROJECT NO. CT 16-07 DRAWING NO. 529-9A DocuSign Envelope ID: 470614E5-43B1-49E9-B3F7-71E9545517E1 .QRZZKDW V5DWϯDWϮ0%,$0 ---+ + + + + + + + + + + + + + + + + -------+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + \ 0 w II ++ Cflz --01 uo <( \ + + + + + + + + + o_J -+ + 0. + + + + + + + + + oo -o W LO \ 1--...; (I) v LO (/} zl ex -0LOlc,: ....J~ c t-t-t-t-t-t-t-t-t-+ 0r-,.:f0o C ,-. .,.._ (I} t-ow O> \ ~ ,-. Op>I t-t-t-t-t-t-t-t-t-o W + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + --+ + + + + + + + + + + + + + + + + , ,,_ (I} Z o I I~, U u n ~ 'f:::;; ~ [5 "'~-----Eo--'-e~-,,,,_--t----,.------+----~:9,cft---,:d.mL....._j.\d.fd------+------+------+------+-----+-----+-----+------+------+---------t---------t------r--------,--'<rF a: <D \ I i1 µ I -o ~G)l-+------+------+------1 1~ ---+ + + tH + + + + + + + + + + + + ~ ':..;f-0 !"I~ ~ ~ lO """lf-1 N -I (I} -.....___ 1' "J' • LO I') LO I /!'. +<D~ce:: o°'.~~,□ ..----C.Or')-S5 ..... , (1 ..----LOr-....w \ ~=~ ~~~:~ c-+=a_e:: go ~0°'0~>-w r =>-w I -e::rp_' Cl) N Cr.: I-0.. • O:::l , I'-' , w + + + \ cx1a cx:a_ + /PROPOSEJ GllADE + + + + / / ---, -+ + + + PROPOSI D ;J;; V I,,, --I'-"-"' : : : : --GRA[r ~ \ / "' C.S,J> \ C : : / / / : ~ ~ : " " ~ " ~ ~ ~ ~ ~ § GROUND \ + + + _/ · "' 0 ; l),------1+-+------+-------1---~\--+-----n--1-+------+-----+------+-----/-+l------+-----t------+-----t------';~a';X~';;cir,;l~a;'~;------f"'--t----=:_-____ r~,tt-------j---t--+--t--<Xl-----t-------t------t------.-..<b + + rHGL + + + + + ~ + + ~ + + + : : (_ .l _ ~r\-+ rHGL / + : rHGL : : : ~~ --:-;---_e-_ 1; : : : ~ \ -,1 I J I I'--C ++ + Cl) + I/ c: 1. Oi7% \ I --1 .I. 1 ~ -.....___ in ~ U I + + + _J LL 0 0 ,... <D I 0 (/} -<D <D <D + + \ + + + + + + + + { + + / + + + + T T I ~ ~---:i~ --l "' + + : en + + / + + + + + _J + + --k ----·-. ~ / LL + + LJ r----:...1-~-, + + 0.76% ~r---_ + + + + + + ~ C C:L.. _J r--\"--+------,HGL •. ,, ' / .i+------+---el "'1 ____ _,,_J-l--+----+------+------+----+-++----.;:-....._,--+-------t-----'---t--------t-------j-------i-------i--------t-----,-----,,-----.,,.<D ~ ~-~ " \" ------1/,--: : : "' '{_ : // : : @® : : : : : " !(/)1 ~ : ) ~~ --~ f;3_s' I"\ I -..__ + + + + @ 88.6' I ~ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + l4-----+....\-----,l--/-r-----+-----+-----+-----jf::':B":"'H":"DP==E---+-----+-----+-----t--------+------t--· 'i-.., EXISTING \ / / + Q1010-6.35CFS + + + + + -GROUND ,L---+-----+-+---+---+------+------11 \ " V100=5.59FPS ------+----+------+--------1-----+-----+-----,--.----,---\-✓-/~ 'v @@) / 18" HDP/; Q100=6.35,CFS V100=6.31 FPS + + + + + + -I-+ + T I 156.1' \.._ / + + ]8" HOPE + + + + + + + + + + + + + PROFILB-PVT. $TOR~A D,RAIN LIN-IE 'A' + + + + + + + + + + + + + + + + + SCALE 1" = 20' HOR Z. 1" = 4' VER' 1---_J_-------.'c)l'"u------~L.....-----c_-----~-----~-----~-----~-----~-----------------=~::--=-----~-----~-----~----~::-"-:----:-=------------II;,. -n+oo « 10+00 9+00 s+oo :< :k Q1 cp=8. 88CFS V1oi=12.81FPS ---~-----~-----~-----~---------------§Q 7+oo 6+00 PIPE BEDDING NOTE: TYPICAL PIPE BEDDING AS SPECIFIED IN THE 'STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION' MAY BE USED. AS A MINIMUM, PIPES SHALL BE SUPPORTED ON AT LEAST 4 INCHES OF GRANULAR BEDDING MATERIAL SUCH AS MINUS 3/4 INCH CRUSHED ROCK OR DISINTEGRATED GRANITE. WHERE PIPELINE OR lRENCH EXCAVATIONS EXCEED A 15 PERCENT GRADIENT, OPEN GRADED ROCK SHALL NOT BE USED FOR BEDDING OR BACKFILL BECAUSE OF THE POTENTIAL FOR PIPING AND INTERNAL EROSION, FOR SLOPING UTILITIES, COARSE SAND OR SAND-CEMENT SLURRY SHALL BE USED FOR THE BEDDING AND PIPE ZONE, THE SLURRY SHOULD CONSIST OF A 2-SACK MIX HAVING A SLUMP NO GREATER THAN 5 INCHES. 0 below. Call before you dig. NOTE: CONTRACTOR TO VERIFY EXACT LOCATION OF EXISTING UTILITIES IN TI-IE FIELD PRIOR TO CONSTRUCTION. NOTE: ELEClRONIC DATA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONlROL. PRIVATE STORM DRAIN (@ LENGTH BEARING L6 100. 1' s42· 35' 2o"w L7 276.2' S12" 44' 21 "W LB 88.6' S74" 22' OB"E 70 75, ~ LINE 'A' DESCRIPTION 18" HOPE 18" HOPE 18" HOPE ' ' -------------PLAN-PVT. SCALE: 1 "= 20' (SEE SHEETS 12 AND 15 FOR GRADING PLAN) PRIVATE STORM DRAIN LINE 'A' LENGTH RADIUS DELTA DESCRIPTION C4 16.2' 112.0' 8"16'15" 18"HDPE C5 37.2' 112.0' 19"01'13" 18"HDPE SCALE: 1" = 20' 1--1 -~ r--1 -i 20 10 0 20 40 60 73 75 77 78 -~--L HOWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 ' ' ' ----------~-----\ \ \ \ \. I San Diego Gas and Electric Company c'.k-~ Reviewed Dy: ______ _ Dale: 03/08/2022 Eric Craig T ,and Management Representative Valid for I!! month~ from date of;igno.ture "AS BUil T" RCE __ _ EXP. ___ _ REVIEWED BY: INSPECTOR DATE DATE ~ CITY OF CARLSBAD ~ 1---+----11------------------+---+---1---1----i~~--E_N_G_IN_E_E_R_IN_G_D_E_P_A_R_TM_E_N_T __ ~L__§_Q_j DATE INITIAL DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ROUGH GRADING PLANS FOR: GR2021-0006 MARJA ACRES PRIVATE STORM DRAINS LINE "A" PUD 16-D9 SUP 16-02 HOP 16-02 CDP 16-JJ SOP 201 B-0001 APPROVED: JASON S. GELDERT r ..... e......,,a,,,_ .. ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/22 DATE DWN BY: ~""~'--I PROJECT NO. I DRAWING NO. CHKD BY: --CT 16-07 529-9A '-'R_,_V,_,WecD=-.,B'--Yc:.:-===-~---------DocuSign Envelope ID: 470614E5-43B1-49E9-B3F7-71E9545517E1 DWϱDWϯDWϱDWϯ.QRZZKDW V50%,$0 BO + + + + + + + + + + 80 + + + + + + + + + + + + + + + + + + 1 +54.94 SD LINE A-3=I 5-t 9.87 SD LINE Al RIM 73.17 TYPE 'B-5' CO P R SDRSD D-10 PROPOSED. GRADE + + + + + + + + + + + + 90 II II ~ + + + + + + + + + + + + 90 + + + + + + + + + + + + + + 90 ----+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 90 N ++ + + + I ------+----~.!:-H--~fl=_, __ --+-------+------+--------1-------+--7"1--J L_-+---1------+-./=l----+-1 >-----+-AI--JL_-----1------+-----+------"<{-+-+--~--~-f.---=lf------1------+-----+------+---------1------+----•=----c=F---=-.c=,-..,,~--==---i------+-----+--------l{) PROPOSED ----w N ll1 o co~ w "' + + + l + + z-,.... l{)en "' ~ '.o: en fl= KEYSTONE -' <( g .,.; J, r<i ci, • lO o .~ o + + + WALL SEE SHEETS 28-40 + + o w o ffi I <D "' ,..._"' o w m m ... , m ----FOR KEYSTONE WALL C/1 z o 1 1-m LO LO ROPOSED ·RADE + + + + + + + + + + ~!STING GROUND fl= II Lil I <{ (/) 3 0 I Ej I ~ I ,,.,,-t-t-t-t-t-0 ....J u o ~ ~ a:: c., ~ ;£ t-t-t-t-t-0 0 o o >-en o en ,,-I AND GEOGRID LIMITS O O • 0 > ~ ,;;: ~ ,.. a. ro w • OD • o <(N c.o~ / N t-t-t-t-t-C)(llylf:i(J) -...::0 wO ..:(0 OC1 t-t-t-t-t-I-m z<C + + + + + + . rJl .._i-3:: LO ... , ~ >-l'0 O th I et:: :5?:: (I) :?;: ,._,. 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I GRADE : a.. ~ u; CS o ~ 8 en < ~ J tn ~ ~ ~ I-~ ~ c:i L!1 o 00 I ~ LO I-I _/_ II ~~~ + + + 2~:~~;:: _J__ + + n + + ~~~ ~o"' d~ ~ ci~-~~ ~I~~ + + + +~>-Ow + + u .--a a::: N w I N-o r-0:: f-:;:. 0 / I <{ (LS,: PROPO• ED OC) ~ " ffi ~ + :::,; ~ ffi <{ Q. .;-/ I S'=J-c_-+1;~;::::~~~~1::;--'_-_-_-_-_+-~-1-----+--bllJ----+-------+-----l------l+l--+----HH----ln -,,L---r'i1,=,.---ar-S-E_E_B_I0--1--F-IL_TIR_A_T_IO_N_---1 __ B_M_P_l_t; ~-,e,..:_r-------,-=1----uR-AGt--t-----\------1---1---iG tr--(1) ;:: <>C-i---at--1 rt ~~BMrz r SEE BIO-FILTIRATI.ON + + + + + LI I DETAILSJAND TABLE SEE BIO-FILTRATION D~TAILS AND TA LE + + + + / ~~EiHiaiTi;oR + n -'--,---'-D~TAILS AND TA LE w, ... -1-4-__ = __ l-b __ -_ .....L ON SHEET 3 FOR + + + + + ,._u __,~,-+--~ 01-J SHEET 3 FOR + + \ - : RISER DEPTHS R SER DEPTHS + + + + ,, + + SEE BIO-Fl LT. ATION -·-- -+ ~ -EXISTING 6 PERF. PIPE SD ~~U ~/\LL DETAILS AND TABLE ::: : SD T RU WALL PER -----+--6-0----1-t-l +--/---~-.3-8-. ---lf--J-+--(lR(:)tJN[) - --tJ [):~RAIN---+--+-----+------+-1-1-1 I \--t--lllffl-----+-----1--+---+----11------H--7i-0---~~-'1g'-t1-~•--i-~0c;;: ~1;o~---70 ~l~EiHi~iTi~ OR 70 ----'------+---=uG-~-+---------hlf-~C~.•-1----~+,t-~..,.: -1-+ -- --□ITAi Jo-SFIEU-~-+---------••• ·'.:1 -00 0 3" : : : -i' ~ ~ : : + -- ---·1-18' CLR. w , _ ~ / 6" PERF, PIPE -' II..'---HGL -' -' -' + + + f'-cn ,.: + + UNDERDRI IN + 6" PERF. PIPE-" LLO LL "-LL / "--+------~_-Hn:r"'i-. -1()---+-at'.J-----t------+--------t-----v+-t---~"'-------+-------u n------+-------+IO=t-b <f----+------+-------+--§fJ--t-t--1·--~ ' , ,. 'P----------1------+~-NDERDRAt · o,,-------+------+-------+------+------iT't ,.... IX) IX) r " roCXJoci t-t-t-N t-t-N t-t-'° t-t-g~g ~ LO LO LO f'i7~ N ~ ~ r-,,.'. <ci ,.._: t-~ t-t-t-..-04' t-t-I II t-t-t-t-<D <D <D . G::' 4_1, lO ~ 2-SACK . t'= 'Ll6' 01 'U7' .,. + + + + H-+----3c"2"" .. oc,,' --f-1 SLURRY 1.0' + + + + + + ~ ~ :Bo + 12" HDP[ + + + 36" HOPE Tl-llCK ALL + + Li:' Li:' + + + 112.7' Y' 1~.1' + + + -6" PEl~F. PIPE NDERDRAIN '5.00 ~:; Q100=a39.52CF AROUND PIPE l------+-----+--,-18:,;,,,=H"-D:::PE:----+-----+----I~ 1B"IHDPE ------+--~v~:;;~1-0-<r.··'° 't-----l--l-----l--------+------+-----.LLle---J.----,----+-------+-~1A~ETE<>--+---------t------+-----+-------;", .. 8-~d-----+-------++-------+-------+------+---------t------+-J100•0.-968FS---+-------+----0100•4s528'=----1---------1------50 •ti'i0l,1------:;t,;;5r;1';;:.8;;;c' ,,------t-1 50 + + l!Xl Li:' Li:' PVT. UNDER + + 60 ~ ~ o 60 + + 50 + rno=4.71FPS V100=12.24FPS 50 112" HOPE r--o lO GROIJND VAULT I I "' Q100•6.26CFS + + ~ "' °' ~ + + o o --a' V101-11.37FPS ~ ~ 3.9' @ 1.3% "7fJ' (/] (/] <D ++ + 30"DPE~ + + :::: IXl OCl + Q1D0•39 52CFS + --8" PE:R D We 5 48, 68 IE: ({ill 46.6' 12" HD~E Q100-3.11CFS v100=13. 1 FPS + + + + + + PROFILErPVT. 'A-2' PROFILE-PY . STOR~ DRAIN LINE '.t:.:-3' PROFILE-RVT. STORM ORAN LINE 'A-4' 1+00 -_..:::::,::_s I ' -----c:::::---rtt-----\ ~~I ";;o ;< G) :i: "'r ~·1 ,, ~o \~~\ SCALt: /" = 20' HORIZ. 1" = 4' VER . 1+50 ul r--1/ PLAN-PVT. STORM DRAIN LINE 'A-2' SCALE: 1''=20' (SEE SHEET 13 FOR GRADING PLAN) PIPE BEDDING NOTE: + I \ I\ I \ ~ \ I \ I \ I I \ \ \ \ -'--1\t I I I I I I \ \ \ I \ \ \ \ \ I ~· \ \ \ \ \ I I I I CALE:: 1" = 20' HORIZ. 1" = 4' VERT. 1+00 STA 1+00 SD LINE A-3= STA 3+63.85 SD LINE 'E' TYPE 'A-7' CO (MODIFIED) RIM=59.42 PVT. STORM DR SEE SHEETS 17 I I I I, I. PLAN-PVT. LINE 'A-3' SCALE: 1 "=20' SCALE:: 1j' = 20' HORIZ. !" = 4' VE:RT. 1+50 1+00 -70 /STORMTRAP MODULAR CONCRETE STORMWA TER DETENTION SYSTEM, PER DETAILS ON SHEET 59-60 I I .rr, I I ~ 7+11.00 SD LINE 'A'= ~ / /,/ 1 +00.00 SD LINE 'A-4' TYPE 'B-5' CO RIM=77.54 I I 5+49.87 SD LINE 'A'= 1+54.94 SD LINE 'A-11 1,1 Ill 11 '' PVT. STORM DRAIN LINE 'A-4' /. TYPE 'B-5' CO RIM=73.17 I \\ '\' l I g:\\ I),\ PLAN-PVT. STORM DRAIN SCALE: 1''=20' LINE 'A-4' {SEE SHEET 12 FOR GRADING PLAN) I DRAIN PRIVATE STORM DRAIN (@) LENGTH BEARING L15 46,6' S64" 50' 58"E LINE 'A-4' DESCRIPTION 12" HDPE (SEE SHEET 12 FOR GRADING PLAN) N sJ-aJ IX) "' I IX) + + + + + + + + PROFIL -PVT. . TORM DRAIN LINIE 'A-5 + + + + 1+00 IX) r--I I I I I I l I J J I \ 1+50 PVT. STORM DRAIN LINE 'A-5' L/6 sc/JLE:: 1" = 20· HORIZ. 1" = 4' VERT. 2+oo + 0 '-~-~-~-~-~-=-=-=-=----.------o~ oo -' "' I -' "' -' "' -I{) ~i w□ Cl o:: c:: w <( .!:::. Cl 2+50 I~ / / PVT. STORM I DRAIN LINE 'A' 11 i'I SEE SHT. 18 --------I I ~--, 11 11 1110 H~ I I :: 11 ' \. \ . \ . -, '?1 '-. . l \ . I . I ·, . 'I , .. , . q \ .. f;;;:\ [61 11 11 I_-, ·1\ ·_ \ . . . \ ~=,.·1'1-' -,., '1 I . I I p-tJ·01 . II ;,, • I _< <{ w zW -'ZO -' u 0 "' 0" "' .... -_o I co ,..,.._CO<CI"') =o ~-...... N ll"'.I L.i.J II + -0..:::. ..--+ >--..-NI-Cl::: I Ir . ' 1 _'.. 2+35.77 SD LINE 'A-5'= 36 X36 BROOKS BOX BASIN OUTLET STRUCTURE 1·1.I ·, PER DETAIL ON SHEET 3 BMP2 . .. •• I 73.40 TG I 72.65 FG I ·. 1 . '1' . 1 I \. \ \ . . ·, ·11 ·. I I \ . . \ I \. I . ' I ·,·.ii"-'·. ·,·11·1.I I . . I ·, ·• \ I -, I I I I· . . ' -' . I ·. I . I .. I \ • \ , I r I I PLAN-PVT. STORM DRAIN LINE 'A-5' SCALE: 1''=20' PRIVATE STORM DRAIN LINE 'A-5' (SEE SHEET 15 FOR GRADING PLA,..N..._ ______________ .., ® LENGTH BEARING DESCRIPTION "AS BUILT" L16 112. 7' N15" 37' 52"E 18" HDPE L17 17. 1' N15" 37' 52"E 18" HDPE RCE __ _ EXP. ___ _ DATE L68 1.1' N74' 22· 05•w 6" HDPE REVIEWED BY: L69 15.0' S15" 37' 52"W 6" HOPE INSPECTOR DATE TYPICAL PIPE BEDDING AS SPECIFIED IN THE 'STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION' MAY BE USED. AS A MINIMUM, PIPES SHALL BE SUPPORTED ON AT LEAST 4 INCHES OF GRANULAR BEDDING MATERIAL SUCH AS MINUS 3/4 INCH CRUSHED ROCK OR DISINTEGRATED GRANITE. WHERE PIPELINE OR TRENCH EXCAVATIONS EXCEED A 15 PERCENT GRADIENT, OPEN GRADED ROCK SHALL NOT BE USED FOR BEDDING OR BACKFILL BECAUSE OF THE POTENTIAL FOR PIPING AND INTERNAL EROSION, FOR SLOPING UTILITIES, COARSE SAND OR SAND-CEMENT SLURRY SHALL BE USED FOR THE BEDDING AND PIPE ZONE, THE SLURRY SHOULD CONSIST OF A 2-SACK MIX HAVING A SLUMP NO GREATER THAN 5 INCHES. PRIVATE STORM DRAIN LINE 'A-2' PRIVATE STORM DRAIN LINE 'A-3' ~ CITY OF CARLSBAD ~ >-----+------1-----------------+---+-----t>-------1---l_J_U~ __ E_N_G_IN_E_E_R_IN_G_D_E_P_AR_T_M_E_N_T __ ~L___§_Q_j below. Call before you dig. NOTE: CONTRACTOR TO VERIFY EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. NOTE: ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. ® L11 L12 LENGTH BEARING 51.8' 55· 31' 44"E 3.6' S84' 28' 16"W DESCRIPTION ® LENGTH BEARING DESCRIPTION 12" HDPE L14 32.0' NO" 18' 33"E 36" HOPE 12" HOPE L70 3.9' N75' 06' 47"W 30" HOPE 1--1 ----,~ 20 10 0 SCALE: 1" = 20' 1--1 20 40 60 L HOWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 DATE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL ROUGH GRADING PLANS FOR: MARJA ACRES PRIVATE STORM DRAINS GR2021-0006 LINE "A-2","A-3","A-4,"A-5" PUD 16-09 SUP 16-02 HDP 16-02 CDP 16-33 SDP 201 B-0001 APPROVED: JASON S. GELDERT Efc1NE~iNc·M'Tu';.crn RCE 63912 EXPIRES 9 30 22 DATE ___ _ OWN BY: CHKD BY: __ _ RVWD BY: PROJECT NO. CT 16-07 DRAWING NO. 529-9A DocuSign Envelope ID: 470614E5-43B1-49E9-B3F7-71E9545517E1 .QRZZKDW V5DWϯ0%,$0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ~00-+------+-------+-------+-----+------+-------+---1H/Y1H_--+-----+------+-----+----+-~~~--~----+----+-----+------+-----+----+-----+------l-----+-----+-----+------l-----+-----+-----+-----'100-+ + + + + + + + + + + + + + + + -----+ + + + + + + + + + + + + + + + + + + + + + + + ---' + + + _J c_ ~ + II N ,.... ' r--. .--co + + + + + + + + + + w + + + + + + + + + + + + + + + + + T + + + + + + + PROIPOSED~ GRAIDE \ T + + + + + + + + + + + + + + + + + ,-T + + + + + + + + + + + + + + + + + + + + + + + --+ + + + + + + + --1---------\_EXIST~\JG GROUND + + + + + + + + + + + + + + 9()-~ N.-w 1-0 t-t-t-t-t-t-I"'--t-t--o 012:fi + + + + + + + + + + mw 3·7_5' ~m m1 .---rt-i--------t--+------1t------t----------t-------i-------+--------tt-f---------t-------i-·i-------,=-+-----t--t--t-t----------1------i-tt-n~l,1,---f--+-+o>lm--1--,t-----+------+-------t---------+------+------+-------t---------+------+------+-------+---------+-----+--+--+---------+ + + + ...L _J I c,_c_ t -70 H-st 2. 7f,' "7;_ ::n -....,~---cc1R•-+-----+-----+------+-------+-----u_c-<-,~--~-L i ~ ti. + + + + ~ t "' I @) (@) d 'P. j + 1.:1. .4' + + + r---t "" 18" r· OPE o::, ... · + + + + + CY) 0100=6 88CFS I V100=5. 76FPS + + + ¾, + + + + + + + + + + + + + + + 1 B" HDP°F m m m N [ --r 3.2' tO ~ LO QV10c;a55. 7003,CFFPSS JB" HOPE + + [5 <.> ii ~ ,oo~ 01r1.86CFS + + ~ ~ w 0 ~ V10c = 7.66FPS "'"' ~ [5 @ + + c.o~ <DO.... 1 29' . -CLR. + + + 1~ ~, 1.00% I + + + + + + + + + + + + + + + + + + 7 --0.99% T + v + + + + _J i:i ~ ~ LL.. r-') + + + + ~ + + + + + + + + + + + + _I + + + + + + + + + + + + + + + + + + c_ LI-. ,.... ~~ a 0,.... i---1 5l • co -m 8 ~ ~ ------+-----+------+-------1------+-----+------+-------1------+-----+------+-------1------~n,,_1,~----@-+--~---\i,f-----+------+-------+-------+--------+------+--~02;5'--+------+------->---------+------+-------+-----+-->--------~ r.o 33.8' l 18" HDPE PROFII E-PVT. STORM DRAIN LINE 'B' 6J 1 B" HOPE + + + Q100=6.88CFS LIN[ B-1' STORM DRAIN 'c' + + + + + + + + + + + + ~ v~g~66Jg~,1 : : : PROFILE I PVT. SlORM D~AIN=6.LIN[ SCAUllE: 1" = 20' HdflZ. SCALE: 1 i' = 20' HORIZ. + + + SCALE: I" = 20' HORIZ. 1" = 8=4' VE~T. r = 4' VERT. •11,... 11" = 4' VERT. -----------------~----------------------~----------------------~------~u.•'"'---'------_J_------'---------"L_-----'------_J_------'-------"----'---='-'-"-'------_J_------'-------L------'--------'-------'--------+ + 1+00 2+00 1+00 1+50 w w 1+00 2+00 3+oo zz 4+00 -II-;... • I ~00 fD Cl□· (/) -a-0 "' I '° 0 -< a:,· 0 .,.,. . . ,.... o.-w II 0 -a-0.. + +>-"' .--.----I-0:::: '{' \ \ \ 7 I I I I I I I I I I I I I I I I I I _J L ~ r PVT. STORM ~ / DRAIN LINE 'B' -I \ \ \. I STORM DRAIN LINE 'B' SCALE: 1''=20' (SEE SHEET 15 FOR GRADING PLAN) PIPE BEDDING NOTE: TYPICAL PIPE BEDDING AS SPECIFIED IN THE 'STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION' MAY BE USED. AS A MINIMUM, PIPES SHALL BE SUPPORTED ON AT LEAST 4 INCHES OF GRANULAR BEDDING MATERIAL SUCH AS MINUS 3/4 INCH CRUSHED ROCK OR DISINTEGRATED GRANITE. WHERE PIPELINE OR TRENCH EXCAVATIONS EXCEED A 15 PERCENT GRADIENT, OPEN GRADED ROCK SHALL NOT BE USED FOR BEDDING OR BACKFILL BECAUSE OF THE POTENTIAL FOR PIPING AND INTERNAL EROSION, FOR SLOPING UTILITIES, COARSE SAND OR SAND-CEMENT SLURRY SHALL BE USED FOR THE BEDDING AND PIPE ZONE, THE SLURRY SHOULD CONSIST OF A 2-SACK MIX HAVING A SLUMP NO GREATER THAN 5 INCHES. 0 below. Call before you dig. NOTE: CONTRACTOR TO VERIFY EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. NOTE: ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. PRIVATE STORM DRAIN LINE 'B' @ LENGTH BEARING DESCRIPTION L18 129.8' N65' 21' 46"E 18" HDPE PRIVATE STORM DRAIN LINE 'B' @ LENGTH RADIUS DEL TA DESCRIPTION C6 16.6' 131.6' 7"14'22" 18"HDPE SCALE: 1 "= 20' (SEE SHEET 15 FOR GRADING PLAN) PRIVATE STORM DRAIN @ LENGTH BEARING L19 37.5' N20" 35' 43"E L67 3.2' S32" 1 O' 17"E :::::::i :::J m o□ U (I) (I) N orn In C! C? c., " omw.-... 00>a_ 11 ++>-o ..-VI-I-LINE'B-1' DESCRIPTION 18" HDPE 18" HDPE i ~ 20 10 0 SCALE: 1" = 20' 1--1 20 40 60 ,-I_ -_r -,--L -_ 71 I I I I I 11 II\ '/< _ _j --r-7'------i;----~ I I I ~~----,------'' l'. ~----,-, ___ __J I " 11 I 11 I ; 3--> - / : ~ < :: : :: : ~~~o ~ _/Jj_ I I II I I 11 I I 11 __J I _jL_ I I II I II I _J_Ju I ~Iv:' I l.t-++-----1 11 I 11 I DlDJ-:..-,,, 8 u _J_ I 'L _J _j I -"'~.l:N I __J 'l' "'-,, \" ~ ,~ "\/;;~~i:::: ~ -W---c-~:-E~-~~-IL-:29-~A-!-~-'~ -E-'f-;-\;-·_-_FW w-~-----~FW -~----;:=--w--;;/........:'',.,,_~;: ~~ ':~: i ,..-,,::,-----S---S-_--~~\i\1 '-\', vv '---~ -LO~ ~17 <( ~ L21 . -~ . -. . ~ . . 7 . . . . , . . 7 1 7 " \ ~~ 1l C!> (~s-~ PVT. STORM I I I I I I I °' DRAIN LINE 'C I I I I I I I I I~ V 1-~ I I I I I I II I~ I I I I I I I I Ill I I I I l,1---~ I ~--<I ___ _j___PVT. STORM~ 11 : 1 ___J L_1 1 , 1 :~s DRAIN LINE1/B ~1: l t I I I II I 11 1-~ I 11 I 11 °' I L J 'L J Ill .t:--r-7, 7[ 7 g iJ! STORM DRAIN LINE 'c' SCALE: 1 "= 20' (SEE SHEETS 12 AND 15 FOR GRADING PLAN) "AS BUil T" ~--L HOWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 PRIVATE STORM DRAIN LINE 'c' LENGTH BEARING DESCRIPTION RCE __ _ EXP ____ _ DATE L20 33.6' N22" 47' 01 "E 18" HDPE L21 302.5' N24' 37' 34"W 18" HDPE REVIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD ~ 1----+-----+-----------------+----+------+>-------+---l1..Q_J~ __ E_N_G_IN_E_E_R_IN_G_D_E_P_AR_T_M_E_N_T __ ~L__§_Q_j ROUGH GRADING PLANS FOR: MARJA ACRES ~~~ itg~ HDP 16-02 PRIVATE STORM DRAINS CDP 16-JJ GR2021-0006 LINE "B", LINE "B-1", LINE "C" SDP 201B-0001 APPROVED: JASON S. GELDERT ~iN&ii~c·fft;GER RCE 63912 EXPIRES 9/30/22 DATE ___ _ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DWN BY: -"""-'--1 PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY f---~---1--~-----1 : ---CT 1 6-07 529-9 A OTHER APPROVAL CITY APPROVAL L.cRc..'V_.'.'W'.='.D_cB='._Yc.:_:-===J ~--------~ DocuSign Envelope ID: 470614E5-43B1-49E9-B3F7-71E9545517E1 .QRZZKDW V50%,$0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + -+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 1-------+-------+---+-+--+---t,l;}----+------+----+-+-+--+-----+-------+-----+-------i---+---+------+-----/-v'-------+---+-~c1------+------------i-+--+---+-------ic--------:OO•+-------+----+----+---~---.------+---~~---~+ ~EXISllNG GROUND + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + -----+-------t------+---6-+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + en PRlilPOSED GRADE + + + t + + + + + + + + + + IDE TICAL POINT + + + + + + + + f PROPOS D ;i!llJ-----+------+------+-----fil.l+-'~-Ji.=-~::_;i-=-,::-,::-,::-~~_::-_::-~ft7r:-------+-------+-GRADE + + II w z __J 0 CJ) 0 en en + ..-+ T + + + + + + ~-~---t------+-1 __ + -r----+--+--JL + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + =-'"'----+---;c;-J·-t;,~+6Q•-~:---+------+------+-------,7Q•+---t--+--+-------++-t-----+-----+------+------t------t------t-H---c;i!llcl'----+------+------G: w: @ 49.4' ,-,,,,.._ + v, + + IDENlilCAL POINT HGL + + HGL, \ + -----I ____ -· ij --, _i, + + + i1a" HDPE ~ ~ m ~ ~ __, "' · Q10p=~.84CFS 41.7' l-----+------------J------------Jf------f-U~f-----+----/---+------+--c..c"-"c..;:r,-,.c..'---+-----,2-·I {j f----~"10 = ll5FPS -a"-RDJ> o ,-.. o "' Q100=9.84CF: + + + I _ ----T ------1 _____ 1,~% -----ii 't----~:-------+-------4-------~ c.o + + + + + + + + 0 <D U"l + '° N '° V100=14.89FP' --I 3.00% __, uil,{) LO + + + + LL U"l ID ID I __J C) I ~ W + + + + _..,..----,_J LL O @ T + <0 "' <0 i "' ,W op + + + ~_6_8, ~ ~ ,g Ng 0: ~ :;; ;t 144.8' ~ 26.1• ~ II-':cc ~ I + + + + + o r---t0 18" HDPE 1-c~--+------_c'x_f.c" "'~=oe=_E-----+---r.ro f---~fl'.'._"'i<c-'D~e~---1 N P' · "' en 1:n ..-'° f: O 1-----+------------i------------jf----1001---f---'-,"----+-------l=-~ ----1--------1 r· -~---Lfl ~---i:.J -Lf)IN--+-------+-------+-------+-,;1~----+------+------+------0l.lt-----;csN----~<O'--+------++-------+-------+---e,eo=9 84GF-S-----+------------i------f--0-• ----+------+-------Q100=ll-.52CFS Q100=9,.84CFS [~ z ID <0 =L25 V100=8f24FPS + + / Vrno=3.6 FPS V100=i .54FPS 8J f,2 _j __, o:c 0 + + + + + ~ + :,: i;;: u. w 3: 31.3' + + + + / w...--i o 30 + + + + + C/l "'N w 18" HDPE .:: I': U1 a::: + + + ::<O O I") J: w + + + + + Ql100=9.84CFS + + + + + + + + + 1+00 \ PIPE BEDDING NOTE: TYPICAL PIPE BEDDING AS SPECIFIED IN THE 'STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION' MAY BE USED. AS A MINIMUM, PIPES SHALL BE SUPPORTED ON AT LEAST 4 INCHES OF GRANULAR BEDDING MATERIAL SUCH AS MINUS 3/4 INCH CRUSHED ROCK OR DISINTEGRATED GRANITE. WHERE PIPELINE OR TRENCH EXCAVATIONS EXCEED A 15 PERCENT GRADIENT, OPEN GRADED ROCK SHALL NOT BE USED FOR BEDDING OR BACKFILL BECAUSE OF THE POTENTIAL FOR PIPING AND INTERNAL EROSION, FOR SLOPING UTILITIES, COARSE SAND OR SAND-CEMENT SLURRY SHALL BE USED FOR THE BEDDING AND PIPE ZONE, THE SLURRY SHOULD CONSIST OF A 2-SACK MIX HAVING A SLUMP NO GREATER THAN 5 INCHES. below. Call before you dig. NOTE: CONTRACTOR TO VERIFY EXACT LOCATION OF EXISTING UTILITIES IN Tf-E FIELD PRIOR TO CONSTRUCTION. NOTE: ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. + + t0 "' ro "-V1 o= 10.42FPS + 2+oo PROFILE-PVT. STORM DRAIN LINE 'D' SCALE: 1" = 20' HOR/Z. 1" = 4' VERT. VT. STORM DRAIT /~ INE 'D-1' 1)1 EE SH T 22 s------1 I PVT. STORM DRAIN LINE 'A' SEE SHT 17 /~/ 1/1 PLAN-PVT. // SCALE: 1 "= 20' (SEE SHEET 12 FOR GRADING PLAN) PRIVATE STORM DRAIN LINE 'o' ® LENGTH BEARING DESCRIPTION L22 26.1' S61. 36' 44"E 18" HOPE L23 49.4' N42" 12' 20"W 18" HOPE L24 41.7" N40" 28' 32"W 18" HOPE L25 31.3" ss· 30• 36"E 18" HOPE L26 144.8' S83" 29' 24"W 18" HOPE L66 76.8' S84" 19' 35"E 2-12"HDPE + 3+00 ""-=~/////X/// PVT. STORM DRAIN LINE 'F' SEE SHT 22 SCALE: 1" = 20' 1--1 ---,~ 1--1 20 10 0 20 40 + + 60 + 3+oo \ PVT. STORM DRAIN LINE 'F' + + + 4+00 PROFILE-PVT. STORM DRAIN LINE 'D' SCALE: 1" = 20' HOR/Z. 1" = 4' VERT. I ~ \~ \ I PVT. STORM 5+00 ~ ~ I , DRAIN LINE 'C' 1 IL SEE SHT 20 //\ _ -M----M--------1// \-II\ II 0:,,-L----ji ,1\--_ -s-_ CO_ LOWER it-NE_ -s-1; -s~ ~'o (PER DWG 529-98) , PVT. ROLLED CURB & GUTTER -,._ \I 1'\-11 I I .. _ ::-.: ---_-.-: :..: :-r-----r----7r----------3+49.84' SD LINE 'D'= I 11 TYPE 'B-5' CO I 11 RIM= 79.66 I 11 I I 3+14.55 SD LINE 'D'= TYPE 'B-5' CO RIM=79.01 PVT. STORM L DRAIN LINE 'D' 1 II L ___ LJ: --II II II PVT. STORM DRAIN LINE 'D' 75 7? PLAN-PVT. STORM DRAIN LINE 'D' SCALE: 1''=20' (SEE SHEET 12 FOR GRADING PLAN) II uo "AS BUil T" RCE __ _ EXP. ___ _ REVIEWED BY: INSPECTOR DATE DATE ~ CITY OF CARLSBAD ~ >---+-----l-----------------+---+------<>------<---L__12_J~ __ E_N_G_IN_E_E_R_IN_G_D_E_P_AR_T_M_E_N_T __ ~L___§Q_j L HOWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 DATE INITIAL ENGINEER OF WORK DA TE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ROUGH GRADING PLANS FOR: MARJA ACRES PRIVATE STORM DRAINS GR2021-0006 LINE "D" PUD 16-D9 SUP 16-02 HOP 16-02 CDP 16-33 SOP 2D1 B-0001 APPROVED: JASON S. GELDERT ~aN&ii1Nc· lfit;crn RCE 63912 EXPIRES 9 30 22 DA TE----DWN BY: CHKD BY: __ _ RVWD BY: PROJECT NO. CT 16-07 DRAWING NO. 529-9A DocuSign Envelope ID: 470614E5-43B1-49E9-B3F7-71E9545517E1 .QRZZKDW V5DWϱDWϰDWϰ0%,$0 + + + + + + + + + + + + + + + II w w"i0 Zt ~ <( _J" _J + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ;"= -----+------+-------,f-------t------+------+------+--rr=--l-~W+--------+--------+-------+--------+-------+------+-------+---------lf-------+------+------+------+-------+--------+-------+-------+--------+-------+------+------+ + + + + + + + + + + + + + + (11z ~o ol rt) _J U O a::: ~ 0 A 0~ I'-VJ N .:Q-(I) -ro ola:::oin + + + + + + + + + + •N•C:Oow1 + + + + ~~rn~ o... ~ •m Vl~~I >-+ + + + + + + + + + + + + + + + + + + + + -----+ + + + + + CI'.) w -l!LJ + + + + + + + + + --+ + -----+-------+----7()-+------+------+------+------+---V>;"=-+ ;! ~-~-~-1"~'-------+------+------t-------t------t------t------t----;;~,;)l ----'~-l-+------+------+------+----libl-Y-----l~--t-------t------t------t---'-<----+-------+------+---OO-ori LO r---rn r----rn "''f ori1I ++ + "-wm r---m. + + + "-~~ ~~ + + 0)1 t-~ '-' _.. c., I-~ N i-"i-.. + + + + + + + + + + + + + + + + + + + + + + + + + + + t-t-t-O~ UJS:: ~~ t-t-,JN t-~ .-LU '\.. O> 0) uo 0:::0 :> 01 I[) ~~ ' -----+-------+---------lf-------t------+------+------l+--+--+--\-+----+D'-¾---+------+------+--+·0-t----+------+-------+----j;.~o~>---=Jc::0:' 'lfl't-------t-------t-------tf.=1-----t-----+-+'o,,,,_ ____ 4~1",__ ___ -+-------lN~l-·e-----+--.......,_-Bh'l------t-------1 00 OD N ""'"(/) ~::::-~, 0 d□ ,..;er + ;i-1-J ~ + + + + + + + + + + + + + + + + + + + + + + + + + t w z ::J >-SEE SHEETS 28-40 FOR KEYSTONE WALL AND GEOGRID LIMITS P[OPOSED K YSTONE W LL Ao t-Ao t-t-mNlo:::: ~>-d(.f) t-LL -Nm "-~Vl. N r-,.. IJ) ...._ V V1 o, o· ~ O I O U 3:: r... N 0::: ~ No, <( ,x ~-I' ~ LO st I "' '" I V1 o z O ~ m rn o ~ EXISTINIG ro Qj romA<o + t-JN<(n:: + + aju,w .-+w.....it-. 1(/) + <(I.{} I-VO :~ N ..... • V1 <Ci oi • O O o. Ck'. ~ ~ ~ Cl~ LO NW ~ (.') V1 N aJ GROUI\ID ~ ~" ~· nLOw + 1..,...:111 (/) + + +~>-W ......,.-e:::o::: LOo._a::: + . LI" (0~0...0:: aj ~ll:: NO::t--0... ~~z~ ~~~~ + W ~~ tr)~(L .:'; Ck'. ~ ~ + ;!j ~ ~ ~ + , P OP OSED ~ _ LO v, w o LO N o. + ~ Ck'. ~ Ck'. i'.= '----.... f GRADE .,: o. ~ ''l-+---ag....-~+-----4x' ,1:w~----.==1=-====fFF=====t1=:=,.--s:;:_l-+--~i--+--, 1--+--ll-\---+---.=l~~.c'"+-_t-----iO~ 8()-Vl (Il LO \ + PROPOSED + + + + GRADE \ --L=-H=G~L1=-==~-·----+----SEE BIO-1ILTRATION + + + DETAILS A D TABLE + + + + + + ~ HGL + + + ---.P\J---+--->---+--+--H_GL_~---+-------+-• ·>-----+------+---LHGL ____ ON SHEET 3 FOR 1.00' __ \__ 7-----RISER DEP S CLR. CONCRETE ENE~GY j \ \),., ;--------~ ----------------------------T + --------------s" SEWER, 53.79 IE ._1L~~--~~~i~1J.oio·~..QJ2fil!j::..:'..=:..:::..=~ii'f--~~-~~;;;it~~:-+~~ll DISSIPATER PE~[ \ ,' + + / \ EXISTING PER DWG ci29-9B " PERF. PIP \:; CLR. d c::' CUT-OFF 1W~L PER STD I WG SP-07 :::J ~ MODIFIED SDRSl?t ,-, v-GROUND J UNDERDRAI~ H d, \ Cl a D-41, SEE SHEtT 51 I 11 "' [::; 8 z ~ -----+--------+----5()-+--,=-==--:-:,;-r.0::C:-,-;c:=-;-_-_-_ -, -i-------i---------,l's;l;;=;-f t----+t--+-r-1t-/.,--/ -i-,_-_-~_-_-i-t--------~-•-""_rtr_,_+---=====~-.:..➔--+-~---+-wA-rE'R-TIGHT.1011, · AJE llGHl-JotN. 3lal-"7----7(}--11-----w-i--+-------+------,..-'1· "-r----+-----u:-' l-f-"1fl'lr---\~-~-~l·l -7(}-RIP-RAP, 1/4 TON ROCK ,-, -~ t CLASS, 15'W12jLX2.7' THICK Q1oo(unmlt?goted)=49.16CF -----tD t--st w 3: OVER 6" AGG EGATE BASE, e:~~~ml'0i0r•';d)~1~-1CFS til~/J:J-;;:;.JUJ--~---;~f~JB~-----+~~---t~~-----=-~-~-~f.~~---t--14:::t=~:::.....-:::::~t--=ci:scl%t-~~7Lf=-==-n~·~··1•ri•~·:· ~-~··'::] ~ "'"'1 t-,:: 000-: ~Ck'.>-OVER MIRAFI 140N OR EQUAL \ I Q e--'1=2~. <--s / S ' " '.;j + r-. 100(mltlgoted• -0.50% ,/ O• 3., Ck'. t-t-+ + + + HIGH WS / + -0.5. % \ w ~ + CUT-OFF WAL .. ---+-------+-------+--EXISTIN_G _ _.,._-+~(4_2_.3_'_E_L_Ec;) _ _.__,___--+-,-, ~~-~--1•-+-n -O.ffi4% I -0.51% ,,__ / J• ----+------+1---------'[50 PER STD DWG 11.,,_ ,.,_,. __ _. GROIJN'T ,-·-\ c;_·~ /J) Ck'. =-( 43 0 EG) ACCESS ROAD / c::' + + /c::' c::' + + \ / c::' c::' ' w SP-07 --* t ~ . i \~~=·7 ~ i @~ i V / " u, i,1 ; : 0 @l \_ V / ; ; : : : '-;/ ~ ; ; : W:< @ ~t ~~i'.~i~11-@>__:.:.:J=_:4:.._ __ 1i~iif-Q100=13.1CFS EX. 24" CMP _/ C: [~ 1[6.6' 6;!.7' 82.6' 96.7' 77.9' ~ 29.3' ..-; -----+-------+----4G--B,'co"'-o=-'-,6cs.6""1""F;ec~;,c-l+-_-_--==-=-~=+----+""~--+---I,;---. -, 30 I HD --f-o~-+-----3=0.-+,~o=p=E------· 24" HDfE 24" HOPE 5.8'Hl~---4f:l-t---O-I (}-12· HOPE 12· HOPE >--+--12""-=f~,o-PE---•<0---6()-+ + + + + + + t / o. t ~ 36 .. 4·~DP Q100-16.61CFS + Q100=16.61CFS t Q100=16.6:1CFS + + Q100=15.46CF. 18" HDPfc t Q100-2.51CFS Q10Qa,2.$1CFS Qrno-2.51CFS ~ J ~: : ~ ~1i:t6:1 ~~~V10o=r-08FPS V100=61.08FPS PRO ILE-V~o;;rFPSSTORM DRAIN LINE 'E' V100=6.15FP Q100:CFS RROFILE-PVT=.4.81ST. RM DRAIN LfNEl8F~SF' 'V10D=16.02FPS + + + + + + "'x· <lj>o,·· ?'.'i 5! + 36" SD OUT -45.52 FL + SCALE: l" = 20, HORIZ. ~ SCALE: 1 '\ = 20' HORIZ. ,.., -~ 1 .. = 4' VERT. t 7 ' = 4' VERT. w I "' rn T _ ,-, 1 r,--, o l""'l Ol 01 ~ LON I -70-JJ-~ -or----t--"''lc:c----F+' -=0'------+-----+-70-z z o I w,,.. o lJ_j uo 3;:wo> NII/) I LO st Ck'. <!J0-0 V1 ~...:.,:o t(}C/lo'¢(/) o::: ....,....,~,Vl .J., o-. .,:lo::: : w N'°I.L!l' mo~-o mo. st::;c~"' 1.-V1 + -;>i w PRO OSED ig:~"' ~"'~r-o.~-~--~R_A_D_E ____ t----t + :," >-LLi ------~1.o::..J=.. + CUT-OFF WAL PER STD DWG SP-07 ::J st 0 <( (~ O~<O ci OU) o.,: II -601,-i--1:;=~WA~~~ JR3:j:"1!'11G§l:H£1'h::-Jd0~-l!'!'N·~:;:t11----;-,\---;t~I ~-~--+--fi10-__ j (GL n fl,~'--t-~W 10.ol u '1. 13% --_Q.100112.35CES. LL~ o,---"' _J °< N 1.48' ~ LO • O "j' tfl CLR. \ ~ 0 LO V1 L28 '° :J5,1' \ ---5iifl-e---j.---.:;c'.:f-------,1-=i8.~[ H'=cDP=E----l\ Q100-12.35CFS V100= .41FPS \ _J ~ " st -st' LO 1. 78~ roar O.OBFPS @ 40.4' 18" HOPE Q100=12.35CFS V100=10.08 PS _J LL LO " ~ LO r I I I I I I I I I 4+00 I / / / I <ls, UNDERGROUND DETENTION BASIN OUTLET CONTROL -SEE MODIFIED A7 CLEANOUT DETAIL ON SHEET 5 / / RIP-RAP 1 4 TON ROCK CLASS, 15'WX12'LX2. 7'THICK OVER 6" AGGREGATE BASE, OVER MIRAFI 140N OR EQUAL ./ Q1oo(unmitogoted)=49.16CFS Q1oo(mitogoted)=13.1 CFS V100=2 FPS MAX I I I I I I I I ,J RIP-RAP DISSIPATOR PER SDRSD D-40 (TYPE 2) \ / 1 /2 TON ROCK CLASS, CONCRETE ENERGY DISSIPATER PER MODIFIED SDRSD D-41, SEE SHEET 51 I I I I I f I ,1 3+87.93 SD LINE 'E' TYPE 'B-8' CO RIM=69.02 3+00 If PVT. STORM DRAIN LINE 'A-3' SEE SHT 19 PLAN-PVT. SCALE: 1 "=20' EXISTING_/ -----+-------+--GROl:IN · -\----+-,-~-----1 O'X4.5'X3.5' THICK OVER "-"--/ j r'RAFI 140N OR EQUAL PRIVATE STORM DRAIN LINE 'o-1' +oo PROFILE-PVT. below. Call before you dig. 1+oo ® LENGTH BEARING STORM DRAIN LINE 'D-1' L27 40.4' N73' 35' 30"[ L28 38.1' N42' 55' 29"[ NOTE: SCALE: 1" = 20' HORIZ. 1" = 4' VERT. CONTRACTOR TO VERIFY EXACT LOCATION OF EXISTING UTILITIES IN TIHE FIELD PRIOR TO CONSTRUCTION. NOTE: ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. PIPE BEDDING NOTE: TYPICAL PIPE BEDDING AS SPECIFIED IN TIHE 'STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION' MAY BE USED. AS A MINIMUM, PIPES SHALL BE SUPPORTIED ON AT LEAST 4 INCHES OF GRANULAR BEDDING MATERIAL SUCH AS MINUS 3/4 INCH CRUSHED ROCK OR DISINTEGRATED GRANITE. WHERE PIPELINE OR TRENCH EXCAVATIONS EXCEED A 15 PERCENT GRADIENT, OPEN GRADED ROCK SHALL NOT BE USED FOR BEDDING OR BACKFILL BECAUSE OF TIHE POTIENTIAL FOR PIPING AND INTERNAL EROSION, FOR SLOPING UTILITIES, COARSE SAND OR SAND-CEMENT SLURRY SHALL BE USED FOR THE BEDDING AND PIPE ZONE, TIHE SLURRY SHOULD CONSIST OF A 2-SACK MIX HAVING A SLUMP NO GREATER THAN 5 INCHES. DESCRIPTION 18" HDPE 18" HOPE 63 67 70 1+00.00 SD LINE 'D'= 1+84.57 SD LINE D-1 TYPE 'A-4' CO RIM=63.10 STORM DRAIN 2+00 ...._ LINE 'D-1' (SEE SHEET 9 FOR GRADING PLAN) PRIVATE STORM DRAIN LINE 'E' & ® LENGTH BEARING DESCRIPTION L13 4.3' N73' 27' OO"W 36" HDPE L29 5.8' S51' 05' 56"E 18" HDPE L30 96.7' S74' 45' 54"W 24" HDPE L31 82.6' S75" 06' 47"E 24" HDPE L32 62.7' s14· 53• 13"W 30" HDPE L33 22.7' s14· 53' 13"W 6" HDPE L71 16.6' S14' 53' 13"W 30" HOPE SCALE: 1" = 20' 1---1 -----,~ 1--1 20 10 0 20 40 60 'E' L HOWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 60 64 1+00 PRIVATE 2+00 --~~::-:c:.=s:::===G==l~PVT. STORM DRAIN LINE 'A-2' = ~ SEE SHEET 19 .,.., ~ 1+oo RIP-RAP DISSIPATOR PER SDRSD ; D-40 (TYPE 2) 1 TON ROCK ~ CLASS, 1 Q'X3'X4.4' TIHICK OVER ~ MIRAFI 140N OR EQUAL ~ . 0 SD LINE 'F' .. = :-' . -.. -.. -··-·· ... -.. -.. -··-...,,, _,,_.,_,,_ . 5.25 TG -., ~ cc _ cc _ cc _ 3.50 FG cc c: cc c: cc c: cc · · -.. -.. -·· FF WALLS SlD DWG SP-07 1 +31.32 SD LINE 'F' TYPE A-4 CO -+-~ RIM=78.87 ----1 + 72.01 SD LINE 'F' 24 x24 CB BROOKS BOX TG=80.39 PLAN-PVT. STORM DRAIN LINE .! F SCALE: 1 "= 20' (SEE SHEET 13 FOR GRADING PLAN) .----------------------, STORM DRAIN LINE 'F' "AS BUil T" ® LENGTH BEARING DESCRIPTION L34 29.3' N35. 53' 13"E 12" HOPE RCE __ _ EXP. ___ _ OATE L35 37.7' N11· 52' 16"W 12" HOPE REVIEWED BY: L36 77.9' N80' 28' 40"E 12" HDPE INSPECTOR DATE ~ CITY OF CARLSBAD ~ ,---+-----+-----------------+---+-----,f------,---L..1lj~ __ E_N_G_IN_E_E_R_IN_G_D_E_P_AR_T_M_E_N_T __ ~L_§_Q_j DATE INITIAL DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ROUGH GRADING PLANS FOR: MARJA ACRES PRIVATE STORM DRAINS GR2021-0006 LINE "D-1", LINE "E", LINE "F" PUD 16-09 SUP 16-02 HDP 16-02 CDP 16-JJ SDP 201 B-0001 APPROVED: JASON S. GELDERT DWN BY: CHKD BY: __ _ RVWD BY: PROJECT NO. CT 16-07 ORAWING NO. 529-9A DocuSign Envelope ID: 470614E5-43B1-49E9-B3F7-71E9545517E1 .QRZZKDW V5DWϰDWϱDWϱ0%,$0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + I!) 00 "' ro N o I f-0 + + + + + + -□ nn ·----+-------+------+--------+-------+-1-U...(.l)----!"71;;/-+-------+------+--------+------+ + + + + + + + + + + + + + + Q_ f-+ + + + + + + + (J) 01 UD • D + + + + (J) ml"(/) ~ CJ) W ~ ++ + ++ LOlOlo::: ++ r---, O') ~ 1.nN::t.O + + + 00 -(I'. ro rn o . (/) Nw D o_ Cl'. +>-W Nf-Q_ + + + + + + + + CO ~ ~ + + ~ LOq ~~ CO + + + O)lOW(I) -----+-----+------t--o-, ()·----i~-N-r---t"lt--+------+-+-----iN--f---+611:.-1------+------+-------1f-----c7()·----+------+-i~ N-, ---;8i '.!l"'i -----ot cl,>-+--1e:,-"~--+-li<,-I-----+------+-------+------+-----+------±"" ~ ~-ffi-PR()f'()Sl:'lil-.-----------111-·l------+------t-------+------+-------01 u o' r--un,' fl:: I!) N ~ 0 >-cr>, I!) NI!) >-0 -(I'. >-o_ GRADE l!)I t-ul.l + + ~ :c:N -+ ++ f'I') _aO ,q-0 r2;; 1-0 U) 0~ ~~• cic., 0~ ml u(/) a:::m lO I c::::f~ ti~ + + 0,._a::: ~ ~s .-a::: + + + + + 6~8m~ ~ci) ~~ N n:: en t-t-~CDW~ dCl'.J ~~ ~rnw~ t-t-t-t-t-• VJ < N ~t.n 1"1_ en DU) :-.:1::> ' -u... , (/) D W ~ I!) D:::: .-> N Q_ Cl'. ·. W 00 Q_ Cl'. <( > w ll)w v,_. +>-w +>-w + + + + + + + + + + + + + + + + + + + + 1-:s:~g:::5 ~C) ~~ U1a_O:: ~ t-t-.-1-0... 00~ coo.. .-1---0.. t-t-t-a----+-----+------+----Ul-+=::;;-1c>--=-'on_ __ _,,,jls-~----..;::_._-s ::,,_L,J_L__+-------1------+-----+-----+-------1-:1----....:..::.i=-=i------''\.-l--:l-----+-----+-----+-------11--11ea1----+-----+--,1-----1-*-----1-------,flH--~11'.'+-----+------1--------+------U o -.-1-(L I Iii,;/ Cl'. ~ • Cl'. PROPOSED l.------t",----·--ff-..J ~ NW + + GR1DE :: w .--0... 00 Q_ + + + + + + + + + + + + + + + + + + + + + + + + + CUT-OFF WAUL---,-.._ PER STD DWG + + + + + + + + .... + + PROPOSED GRADE ::l I!) 0<(~ ------+-------+------+-~n---~-H-l----+-+-~H~GL-., ___ ,-+-1-t-l--l---t-afc}-----+-----+------t--o-n.,________~D~,:;,:_oo_,__----1 v'-' '-' oou1 D <C II +w3: 0.9' CLR. HIGL u-,,-t-~t-➔-+----t-6U-----+-----t------+---'S"--P_-.,,_07'----+--\---l--i---=~1---I-H "' ~F--f--!=>,.._-ll-------l-------1------l--------1---------+ + SEE SHEETS 3 FOR MODULAR WETLAND SYSTEM DETAILS AND ------+---------,pIpE CONNECTION + + + + + + _J _J LI. LI. I!) -NN (J) (J) sj-sj--2.5' + + + SEE SHEETS 3 FOR MODULAR WETLAND SYSTEM DETAILS AND PIPE CONNECTION CU -OFF WAL!. PE~ STD DWG SP 07 -:r: >-HGL l + + + + + + ~ -l. -1.74~ ~ ~ CLR. ~ ~ ~ ro "" ,::: I!) 1 O.D' y__ ~~-+-~E=X=IS~Tl~N=G--+-,-__ co -"';·t---1---------+--------t------+-----f-'==--1 (@51_3, GROUND "" ~ + + 12" HOPE Q1oo=O. 98C S V100=3.01F~S 2.5' w RIP-RAP DISSIPATOR PER SDRSD _ ~ + 0-40 (TYPE 2) 1/4 TON ROCK ::l <( ;, -----0 + + + oo 00 AjZO t----,f-c□----+-------+""t------+------+-------+------+--7()-.,,-G Z:·<0--l>---+--f-l!) / ·-m I"--LO O <( II c.o + + + + ~~3: C.O LO .-0:::~ LO + ~ + + + ~ I~ I .20% ----,-----1 _J LI. + + + + + + + + + + + + r--1f HOPE + SD THRU WALL PER T T + + + + / / EXISTING GROUND + + °< I CLASS, 10'X4.5'X2.7' THICK OVER a----+-----+------t--"Al----+------+---<-,Jrol ~•---+------KHJ-----t--MIRAFI 140N OR EQUAL :::J @ 10012.07CFS DETAIL ON SHT 38 g1.,-------t----.,-,.2--+-----v-100-6rlO~f1-a----+-------b§()1----+------t--------+---'\-+ + + + + + + + I!) a:: w (!) ~ :;,: w □ (/) (I'. • w ro o_ + + + + + + + + + + 18" HOPE Q100=~CFS V100=12.09FPS + + + + + + + _J.u + + + ~ SEE SHEETS 28-40 \_ 00 ~ --FOR KEYSTONE WALL ~ 1 + + + RIP-RAP I ISSIPATOR PER S RSD c;: AND GEOGRID LIMITS ~ g_i + + + 0-40 (TY~E 2) 1 TON ROCK "" 0ii\ @ + + + + + + + + + + + + + + + + + + + + + + + + EXISTIN,G I!) CLASS, 101X3'X4.4' THICK O I ER r--~ ~ ------+-------+------+-------1------+-------+------+-------1------+------+------+---------,----REJl:/N""t -~wv""',_---+------+-------+---lAIR·AFl-4·4()N-()R-E(;)l:/-A · o~-~@1----~~-----l-+l----,,.,2""J9e,;:]!3De.,'P,,,E------11------e(),-+-------+------+--------+------~ 12" HWPE + + + + + + + + ~ ~ + + + Q1C0=3.35CFS Q1C0=2. 7CFS + + U1 Cl'. + + + + + V100=15. · 2FPS V100=10 94FPS + + + + + + + + + + + + + + + + + + + + + + + PROFILE-PVT. STORM RAIN LINE 'G' 1 +00.00 SD LINE 'G' TYPE B CURB INLET PER SDRSD 0-2 TC=52.99 // 1+00 -----r--~ I/ SEE SHEET 9 FOR 7/ ........ Jf.t;;J;:J,J/ PRIVATE 12" HDPE STORM DRAIN INFO 12" SD CLEANOUT PER SDRSD S-3 I // . = :c 0+93.50 SD LINE 'G' --.-·_ MODULAR WETLAND ~ = c' SYSTEM #1 ~llfi/"m 'lr;Qi§:p'J:~!-,t.,l SCA E: /'' = 20· Hdf!Z. 1" = 4' VE T. 1+50 "--IO>>"""D ,..----....__ 1 +55.32 SD LINE 'G' TYPE B CURB INLET PER SDRSD 0-2 TC=52.58 I J; T'W-41 1 t../ .!'--.. 1 +61.82 SD LINE 'G' r-t--MODULAR WETLAND SYSTEM #2 A PER DETAIL SHEET 3 lt!!tl 1 1 1 1 1 r If PLAN-PVT. STORM DRAIN LINE 'G' SCALE: 1 "= 20' (SEE SHEET 9 FOR GRADING PLAN) PIPE BEDDING NOTE: TYPICAL PIPE BEDDING AS SPECIFIED IN THE 'STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION' MAY BE USED. AS A MINIMUM, PIPES SHALL BE SUPPORTED ON AT LEAST 4 INCHES OF GRANULAR BEDDING MATERIAL SUCH AS MINUS 3/4 INCH CRUSHED ROCK OR DISINTEGRATED GRANITE. WHERE PIPELINE OR TRENCH EXCAVATIONS EXCEED A 15 PERCENT GRADIENT, OPEN GRADED ROCK SHALL NOT BE USED FOR BEDDING OR BACKFILL BECAUSE OF THE POTENTIAL FOR PIPING AND INTERNAL EROSION, FOR SLOPING UTILITIES, COARSE SAND OR SAND-CEMENT SLURRY SHALL BE USED FOR THE BEDDING AND PIPE ZONE, THE SLURRY SHOULD CONSIST OF A 2-SACK MIX HAVING A SLUMP NO GREATER THAN 5 INCHES. below. Call before you dig. NOTE: CONTRACTOR TO VERIFY EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. NOTE: ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. PRIVATE STORM DRAIN ® LENGTH BEARING L37 51.3' S84" 49' 48"E + + + + + + + + + + + + + + + + + PROFILE-PY . + + + : LLJ 00 Q_ STOR~ DRAIN LINE SCALE: /'' = 2; ' HORIZ. 1" = ' VERT. ' I + + + + + + + + + + 1+00 2+00 . \ " -•-.. ---:c:c .: RIP-RAP, oiss1PATOR PER, SDRSD--: , =; = ~::: D-40 (TYPE 2) 1/4 TON ROCK c--:c: ___ =c: CLASS, 10'X4.5'X2.7' THICK OVER :c·--55-MIRAFI 140N OR EQUAL 0:: I PVT, STORM DRAIN LINE 'H' PLAN-PVT. STORM DRAIN SCALE: 1''=20' (SEE SHEET 9 FOR GRADING PLAN) LINE 'G' PRIVATE STORM DRAIN LINE 'H' DESCRIPTION ® LENGTH BEARING DESCRIPTION 12" HOPE L38 25.2' N76" 24' 42"W 18" HDPE L39 50.0' N8T 44' 35"E 18" HDPE LINE 'H' PRIVATE ® LENGTH L41 47.5' L42 49.3' SCALE: 1" = 20' 1--1 ----,~ 1--1 20 10 0 20 40 STORM DRAIN LINE 'J' BEARING DESCRIPTION N69" 49' 50"W 12" HDPE N28" 16' 09"W 12" HOPE 60 L HOWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 J·_'f'.'1 . ' I . I . • I . ' · I: J .' • I. + + + + + + + + + PROFILE-PVT. 1+00 + + + STORM DRAIN LINE SCALE: l''j = 20' HORIZ. 1" = 4' VERT. 'J' 2+00 42 l /:, CUT-OFF WALLS PER STD DWG. SP-07 \ w ZO _J 0 □-VJ sj-"' "' I m LO _<C.. N • OC) m w II ..,. 0.. ::;; + >---f-(I'. -=-P-=L"'-'A"-'N'---'-P--'V_,_T-=-. _S=-J'--'c?"-'LE~-'-'-~-'-'-.. =_20 D=-. '-"R A'-'-1'-'-N"---=L=I N--'-'E=--'-=--J' ~ (SEE SHEET 13 FOR GRADING PLAN) + + + + + + + + + + + + + + -------i--1 I I ~ I "-,z LLJ rn-o z (I'. • ::J => fi> o_J 0 VJ -• co I ~ ex:, rn . . "' N W ex:, a II +~u N .._ f-"AS BUILT" RCE __ _ EXP. ___ _ REVIEWED BY: INSPECTOR DATE DATE ~ CITY OF CARLSBAD ~ >---+----1-----------------+---+------,t-------,---L.1l_J~ __ E_N_G_IN_E_E_R_IN_G_D_E_P_AR_T_M_E_N_T __ ~L__§_Q_j DATE INITIAL DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ROUGH GRADING PLANS FOR: MARJA ACRES PRIVATE STORM DRAINS GR2021-0006 LINE"G",LINE "H",LINE 'I",LINE"J" PUD 16--09 SUP 16--02 HDP 16--02 CDP 16--JJ SDP 2D18--0001 APPROVED: JASON S. GELDERT EfuNE~iNctt.::tcrn RCE 63912 EXPIRES 9 30 22 DATE ___ _ OWN BY: CHKD BY: __ _ RVWD BY: PROJECT NO. CT 16-07 DRAWING NO. 529-9A DocuSign Envelope ID: 470614E5-43B1-49E9-B3F7-71E9545517E1 .QRZZKDW V50%,$0 + + + + + + + + + + + + + + + + + + + + + + + + + + + • II _J + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + "-f-+ + + + + w;_ + + + + + + + + + + + ~ / ...-+ + + + + z I + + + + + + + + + + _j_ r--'--.. O _J,=-1 V m "--g~ + + + + ow ro + + + + + + + + + + Om / a DI "'C:'.1 (l)Z I IXl OOOl 01 00 c.50'>---... E-EXl;T!NG + + oi + + 0 J 20 + + + + + + + oo + + + 1 l/ uc 9(} . ,_Cl > N I'--GR( UNO O _I_ ----0 0 (/) -._,,..,_,_1 --+---------t------+-----+------t----,°'IXl--lzmr0.;--+--7'~~1inN'_-=l::...._r,1-----~-~-'---+-----11 a----+-------+---~-~,..,=l·v (/)---f!CllA-1----'-....:::---+------1---1·8-_B----!,_,,U._------+------+------l---;!_l(_CJ,---,::;D--a:,· <I.(/) ~ z:--,-1l/J O a:::,... I"') "'1 LJ1, --a «:i I a::: c.nc., ~ o o l[)mo:::: c7io oo •::X:UJ U) Nc.o Q;1 o-¢,:<(o w~ '--+ CXJ~(/) + + +N~ o + + + + + + + oo <I'.(f} + + + nromn::: J,g~ r---"¢~~q 0.00 wc.n o::::o ......._ L[) In:: .-.vicn or--ma:::: +~ o > .00 ~ N-• <:....... ncnu +DO O "Q'"-.;;t-IUJ Q;:O aJ LU O~a_o::: LLO::: 1--,..._ c.a,N~ U) + + <(o:J 1-0::: + + + + + + + r""]r,r)I(f) CX)U LL,..,, (.0-.:::Cl. +->-W W d,CXl W I-+c,<Cw c:oU <( 1-0::: u.... +..::: >-LI ......._ ',I..::: 1-c.,-c:t:W UJI-UD... 000... + + + -°' >-0-oo o.. '-fCl ~ o.."' + + (/) -f-o o.. + + + + + (PROPOSED + + < 1-"' ~PROPOSED f-(:> < w / ' w "'o:c >-o '-...._ i oc ~ it + + + + GRADE + + (/) f-u o.. GRADE / t--1-----t--:T--:T-rn=====t~==r===~==-~"--....:::,,_i1----1s,:------,----,-----T:--,--T:----t----7n======7=====1=~---t-====r:T=T:===~t-1_====t=====~~=;T=;T==t=:t===~=====t~l:==~T~T==r~T====r==== ____ :==:---~I ;:=i( ___ ::;:::::=,t~~'tl,c::;:J:;--t-----t------1 ~--+ + + + PROPOSE[· GRADE -.. + + + + + + -+ + + + + + + + + + + + + + + + + + + + / + + + + + + + + EXISTING--.........__ / eo---~---------l-='~-n-----+-------1---------1-------l-------+-------1---------1--1--1------l-------+---G-R_O_U_N_D--l------v,_L_ __ -+------+-----le-4--l------ll-~---1----1-----,80--+------~ ---;-EXISTING + + / a----+-----+-1;~.-•'l-•--~+l-----k----+------+---------t-l-+--~8~ + + + + + + ~ --.._ ...____ GROUND + + , / -_, " / + + + + + + + + + + + + + HGL' + + + <: LL ----+ + ./ I \ + + ~ ~ -..,___ " + + / / HGL \ A .------i------t-----H-111··•~----t,-=-=c=-t=-c=----t-tNJ---------j------j-----j------------j----t-t-i----t---n..::·r--;,<---+------+----+--"--+------+----+----+--•-t==t====~c.---===+=~'==t====::::::::::=r=ttt~1u : C: c::' 0.50% I + i,;:' C: : : L-----l---+---t----H-G-L-\-~------t-------"~i_:s~'-<--=-~----~j-~----~-=-=t==-~-~~====~~r-~r-: --1 -----/ I ------0.5~% ----_ 1 --~ ------------! -----/ ~.50% + + + + t ~ + + I ---------" ,, ~---,~ c: c: ~ ~ (@) tfj ,,-I ,0.60% I J ~ 75.7' t-t ~ t-t-t-" "' ,.,..y-__,,.,,,, t-t-C: G: s 3 7~1;.11------+-----t------+--,lQ-24" HDPE ~ LL LL ~ ~ t---...._ Q100=8.58CFS + + + ~ 00 + + + + ~ N V100=6.15FPS + + + + R ci + + @ @ + + r--r--,'47' c!. " r 204.s' ,3/ <n i-------+------+--------+------+-'e'~----+------+--------+------+~.-, 126.0' l~H= ~= 01Po=10.50CFS + + Q100=8.75CFS V oo=5.83FPS V100=1~.21FPS ------+------+--7(). + + + + + + + + + + + + + + + + + + (@) 26.3' 24" HDPE Q10~=8. 58CFS V100=6.15FPS _J _J LL LL "' "' N I() "' "' r---".---+----7(}. 6 If) a----+------+------+--------+------+------+------+--------+------+------+------+----------1------+------+--=-cc=~"C"CCcr.'c'C'7'C=.c---=c=c-cie77.C=.------+------+------+------1--------+(1NSTArL-w,m-wA1ER,JGRr.JO/N1-•> (INSTALL W/71' WA 7ER TIGHT Jl•/NTS) -, (/N'S /ALL m 1n VYMoR-rf'GF!TJO IT$) + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ------+-------+--o0---+---------+------+-----+-----~--~--1-----------t------+-----+--t-x--1-----+-----+-----+---------1------+------+------+--------11--------+------+------+------1-------+------+-----+------1----~--0·,_-+_-----:i, • • --• • • • • PROFILE-PVT. ST(!)RM DR/llN LINE 'L' • • -PROFILE-PVf. STORM DRAIN LINE 1+00 I" ',,ll ', I 'I ' ·. .............__ I 'a ~-~ ' I .,. oo PVT. STORM---7'';.; i° '---.:....,1/,oo 1 DRAIN LINE 'L' I ! J 'i 1,---(/) 1·: / f ,\ PLAN-PVT. SCALE: 1''=20' SCALE: 1" = 2b' 1-/0RIZ. 1" = -f' VERT. 76 78 80 82 LINE 'K' (SEE SHEET 14 FOR GRADING PLAN) 2+00 PIPE BEDDING NOTE: PRIVATE STORM DRAIN LINE 'K' + + + + + SCALE: 1" = 20' HORIZ. 1" = 4' VERT. + + 1+00 2+00 3+00 4+00 5+00 . • II I I ....J ....J ~ I :.., ww I wz I zz u.J ....J_Jrn I z ...Jen I □ □ u r----,__ ____ _J I ....J ~ o u I I __l-+17-1--tl-<ncn~,,.,-I 1-------&JN_ ---------7 u,01Nloc,Nlr-.,_. I~ I I I I 8 ~ (:>: ~ I I I N I oo I ooco_ ~ oo..,: I \-~= I o ,,., w ro r--: I I a. (:> ,,; -"~ PVT. STORM DRAIN I I o oo o.. 11 ..-, I I oo w oo I "' o.. 11 I o ~ LINE 'L-1' Sr SHT 25 i\i ~±~~ J ±~ ~~ ~ __ _1_~1~~ .t:ORM DRAIN L J ~ =~~1 L ~ ~ ~~~J i~ _ . . . · ' · ~-_,,... . C7 ~ . . . ------. . . . . . . . 46 -. . . . . . . . . . . . . , 4, . . . . . . . . . . ~ --/ Y" ROLLED CURB AND GUTTERJ_ __ Je------Gs----------s~ --s---s---s-~-s---s---s---s---s-i s~--s---s--{S1~ PER DWG 529-98 1,____ -:;c,,,-=C::::__________ ~ ~------~-"---c--PARSLEY LANE ----b _ _ -+-FW -W _____..-:.; FW----;:: --FW--FW--FW--~'-...._ FW(PER DWG 529_:!!~) FW--FW---::: FW FW-----..--FW------\ ,~ ,/, ~7 FWw __ ----\L---F~w----w----w----w----w----~ --w------w----w---w-~ .. ~ _ ,,, ,,--<.I' 't; ----:... -) ~ ~ Ml I I I I 7, 1 ~ _ I ~ Ml ~ ,.,... \ I I II I I .__.. ,,... \ i I I II I I \..., "" ~ ~ £ ,#'\ "✓------KPVT. STORM DRAIN LINE 'K' \ I I II I I ~ \ ~ I I II I I .,.,.--'\·11 • ____ _,L ____ _j__ __ --1 , 1-.\.\.\\.00? .,.--.?<':'. : ,;_U'r:..~ '{\5~ _,., 3 3 8 _,,,,--_,,,,,,..~ I N' / l)'tlG ~ &J &Jc..,_.,., _,,,,--~ . l~'t.~ o N I "' _,,,.-~ or---1--< -<t PLAN-PVT. STORM DRAIN LINE SCALE: 1 "= 20' (SEE SHEETS 13 AND 14 FOR GRADING PLAN) PRIVATE STORM DRAIN LINE 'L' PRIVATE STORM DRAIN LINE , L' • • <Xl 8ffi~11 + + >-~ .-----.;f-I-a::: "AS BUil T" RCE __ _ EXP. ___ _ DATE TYPICAL PIPE BEDDING AS SPECIFIED IN THE 'STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION' MAY BE USED. AS A MINIMUM, PIPES SHALL BE SUPPORTED ON AT LEAST 4 INCHES OF GRANULAR BEDDING MATERIAL SUCH AS MINUS 3/4 INCH CRUSHED ROCK OR DISINTEGRATED GRANITE. WHERE PIPELINE OR TRENCH EXCAVATIONS EXCEED A 15 PERCENT GRADIENT, OPEN GRADED ROCK SHALL NOT BE USED FOR BEDDING OR BACKFILL BECAUSE OF THE POTENTIAL FOR PIPING AND INTERNAL EROSION, FOR SLOPING UTILITIES, COARSE SAND OR SAND-CEMENT SLURRY SHALL BE USED FOR THE BEDDING AND PIPE ZONE, THE SLURRY SHOULD CONSIST OF A 2-SACK MIX HAVING A SLUMP NO GREATER THAN 5 INCHES. LENGTH BEARING DESCRIPTION LENGTH BEARING DESCRIPTION LENGTH RADIUS DELTA DESCRIPTION REVIEWED BY: 0 below. Call before you dig. NOTE: CONTRACTOR TO VERIFY EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. NOTE: ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. L43 N61" 57' 26"E 24" HOPE 1---1 ____,~ 20 10 0 L46 169.3' N87" 55' 45"E L47 126.0' N87" 55' 45"E L48 26.3' N25" 56' 16"W SCALE: 1" = 20' 1--1 20 40 24" HDPE Cl 24" HOPE 24" HOPE 60 ~--L HOWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 650.0' 3"08'18" 24"HDPE INSPECTOR DATE ~ CITY OF CARLSBAD ~ >----+----t-----------------+---+-----,>-----t---L_1±_J~ __ E_N_G_IN_E_E_R_IN_G_D_E_P_AR_T_M_E_N_T __ _..L§_Q_j DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION ROUGH GRADING PLANS FOR: MARJA ACRES PRIVATE STORM DRAINS GR2021-0006 LINE "K" PUD 16-09 SUP 16-02 HOP 16-02 CDP 16-33 SOP 201 B-0001 APPROVED: JASON S. GELDERT EfuNE~iNctt.::tcrn RCE 63912 EXPIRES 9/30/22 DATE ___ _ DWN BY: -"""--'--1 PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY f---~-----1--~-----1 : ---CT 1 6--07 529-9 A OTHER APPROVAL CITY APPROVAL 1..cRc..'V..'.'W'.='.D_cB'c..Yc.::.===J ~--------~ DocuSign Envelope ID: 470614E5-43B1-49E9-B3F7-71E9545517E1 .QRZZKDW V5DWϲ0%,$0 ' + + + + + + + + + + + + + + II . + + I + + + + + + + + + + + + + + -II I . _J _J . . + + I + + + + + + + + ww co a-----+-------+------+---------1-------+-------+------+-----E-XI-S~T-NG_\ ___ /~-+---------1-------+------t------+---------1-------+------t------+-------+9(}1------+------+--l-o~-,1•----t------~~ z6 + + + + + GROU~D + + + + + + + u o + o o (/) o ~ 0 (/) (/) <( (/) ~~cn 0como::: ++ ++ + -.;;1-a.. + + + ++ + ++ olrv ..... coo ,;;J-I-,-CO ... :cQ NO._tI(I) I ~ + + + + + + + l"')I"")~ (I) 1"10coU N 8 e, ~ co co w PROPOSED co o >-nc CO N ~ ,., N n °" "RADE + + (' <{ W + + + + + + + + + + + + --+ + + + + + + + + + °' ~-I U ""' + + + + + + + 2--u .----..----1-UD.. 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EXISTING-\. , / GROUND / I + + __ ~ o<i:II f a----+-----+---+-+--t-------t------+----._B.,_9-l-----++l-+-+--l-+-----ll--+-l----+---l_'ffJ_+------+-------l-+---+--+-------l------+-+-+---+--11-------+-----C-,~f-T---O-FF-W-A-LL-. ---..-;!:;i•~<-t-----++--+----+---/---1---~-+ + + + + + + + + + + PER STD OWG HGL -"\ / + + + + + + + + + + + + + + + + + + + HGL -~ _l r HGL -+ + + + + + SI' -07 \ • + + + + + I\ 1.3' CLR. 1.6' CLR. + + + + + + 10.0' ~-----\1 -i-------a-----+-----+---+-+--t-------t------+---+--+--t-+----~~-+,~F:~c"-L!~>-----..::Of:5::..:0a:.%=-----:77 + + + + + + 7(}1=1~--~-ii~~••~:~-====1;:-0~.5~0~%~-J.ri/1·:c;::'~--1~17"·~2~%;,o===r:~~;r--,---;7(,} + + + + + u.... Lt.. + + + + + + } + + ('JI,() !I f"") oci / ~.... f"") tR (Q 0) ............ + + + + + + ~'. " + + + + + + RIP-RAP DISSIPATOR 01 ~ ~ / + 01 st' PER SDRSD D-40 t0 = ~ + + + + + + + + + -' 1 -' r---+ + + + + + (TYPE 2) NO. 2 / LSO + 'V1-----+-----+-----+-+----+---+------+-------a-----+-------+------+---------1------+-----7Q+-----1--t-~-,-[il-+-~---+------,--,+-----7Q,-+------+------+-------+------+------+------+-------BACKING, 10'X6'X1 .1' jJ -~ on • o + + + + + THICK OVER MIRAFI + + 26.4' -I 51.4' N + + + + + + + + + + + + + + _J LL st' ;,. st' ~ 140N OR EQUAL 24" HDPE I---+----+-c'-'-'----+--/ 24" HDPE I' r-..Nr-.. lO t-t-t-t-t-t-t-Q100=14.44CFS · Q1po=14.44CFS V1 o=6.98FPS + + + + + + + + + + f I s· SEWER. 6B.1s IE + + + + + + + v100=6.9BFPs / -1.00% PER OWG 2' -9C / I l36.6' + + + + + + l---L ____ _j _____ _j_ _____ j_ _____ L ____ _j ___ _t#3~.0riul ;jti__t~== ·---12· H~P" l~HDP':>----~+---------1-------+------t------+-------,+-------+------t------+-------+6{!;.'-,J-----+------+---+-----l------+-----+---t:_-i.l.;.l-----+-----+-----+-------II------I Q100•1.~2CFS Q1001=6.99CFS + + + + + + + / PIPE BEDDING NOTE: + + + + + + + + + + + + + + + + TYPICAL PIPE BEDDING AS SPECIFIED IN THE 'STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION' MAY BE USED. AS A MINIMUM, PIPES SHALL BE SUPPORTED ON AT LEAST 4 INCHES OF GRANULAR BEDDING MATERIAL SUCH AS MINUS 3/4 INCH CRUSHED ROCK OR DISINTEGRATED GRANITE. WHERE PIPELINE OR TRENCH EXCAVATIONS EXCEED A 15 PERCENT GRADIENT, OPEN GRADED ROCK SHALL NOT BE USED FOR BEDDING OR BACKFILL BECAUSE OF THE POTENTIAL FOR PIPING AND INTERNAL EROSION, FOR SLOPING UTILITIES, COARSE SAND OR SAND-CEMENT SLURRY SHALL BE USED FOR THE BEDDING AND PIPE ZONE, THE SLURRY SHOULD CONSIST OF A 2-SACK MIX HAVING A SLUMP NO GREATER THAN 5 INCHES. 0 below. Call before you dig. NOTE: CONTRACTOR TO VERIFY EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION, NOTE: ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. V100=4.f3FPS V100=j4-84FPS / @ @ + + + + ++ + ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + I + + + + + + + + + + + + + + + + + + + I ----+ + r + + + PROFILE-P'/T. STDRM DR,, IN LINE 'K-1' + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 1+00 ,l_ <D . SCALE: 1" = 20' HORI,. 1" = 4' VERT. 1+50 I 0 I I I , 1+47.68 SD LINE 'K-1' TYPE B-1 CURB INLET TC=B2.60, L=12.0' r PVT. STORM___,., I '-DRAIN LINE 'K' SEE SHT 24 -~ 1-H#+t<,g:i PLAN-PVT. STORM DRAIN LINE SCALE: 1 "=20' (SEE SHEET 14 FOR GRADING PLAN) PRIVATE STORM DRAIN LINE 'K-1' LENGTH BEARING DESCRIPTION L44 3.0' S36" 42' 40"E 12" HOPE L45 36.6' S36" 30' 09"E 18" HOPE '-..__ ..__ ..__ SCALE: 1" = 20' 1--1 ___,~ 1--1 20 10 0 20 40 60 j I I (/) I I ~--L HOWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 STORM DRAIN Llf\!E 1+00 2+00 .,.-, .,.-, I ( \ \\ \ \\ \ \\ \ \\ \ \\ \ \\ \\ \\ \\ \\ \\ \\ \\ .,.-, .,.-, -\\ )\.--.,.-, \ .,.-, .,.-, \ --_ . .-·-· ------\_.... -.. -\N -----_ .,.-, ---------PLAN-PVT. STORM DRAIN SCALE: 1" = 20' (SEE SHEETS 10 AND 13 FOR GRADING PLAN) "AS BUILT" PRIVATE STORM DRAIN LINE 'L-1' (ill)) LENGTH BEARING DESCRIPTION L49 26.4' S3" 51' 42"E 24"HDPE L50 51.4' S3" 52' 14"E 24"HDPE '. ~ o. 81085 Exp. 09-30-23 * '-"1-,, CI VI\. ~'t-c or CALI~\)"_;, RCE __ _ EXP ____ _ DATE REVIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD ~ >----+------1-----------------+---+----a+-----,---~~--E_N_G_IN_E_E_R_IN_G_D_E_P_AR_T_M_E_N_T __ ~L_§Q_j DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION ROUGH GRADING PLANS FOR: GR2021-0006 APPROVED: MARJA ACRES PRIVATE STORM DRAINS LINE "K-1", LINE "L-1" JASON PUD 16-D9 SUP 16-02 HOP 16-02 CDP 16-JJ SOP 201 B-0001 S. GELDERT EfuJEfi;Z"M~~ER RCE 63912 EXPIRES 9/30/22 DATE OWN BY: -"""--'--1 PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY 1----~----1--~---1 : ---CT 16-07 529-9A OTHER APPROVAL CITY APPROVAL LcRc.'V..'.'W'.='.D..cB='..Yc.::.===J ~--------~ DocuSign Envelope ID: 470614E5-43B1-49E9-B3F7-71E9545517E1 .QRZZKDW V5DWϳDWϳ0%,$0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 1----+-----+----.:~--~----+-----+-----+-------11--------1-------1-------f-------f------+------+------+-----+-----+-----+-----+-----+-----+-----+-----+-----+------+------+------+-----+------a--8G-Ol "-0 I h. ~ + + + + + uo + + + + ~ + + + + + r,r) + + CON + + + + + ':,;i-0 + + + + CXJ l'l u I ' I en I:: Ol m ~o ro~<C~ + + + + + cci + + ,--+ + + + + .,..,, ~~ 0 + + + + .. r-,: 01 c.o ,,., en ,-+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + c.o ..... , U O N ~ D ..,; 11 w rft -----+------+---------Jf-----+"'----''!'--1-------+------+------+-------Jf-=-'=-+-------+-------+-------+-10-i---->-------+------+--1Q-UJ __ --+ _____ ----Jf-------1-------+------+------+------it"> _,-,-+ •o:-i:::i:::~-----+--------+--0--<o,~---+-------+-------+-----------'U;J------1 ~ 6 + + + Ni 1 ~ + + ~~ + + ~ (Il ~ + + + ;t, l~ ~ ~ + + ~ ~ + + UJ-+ + + + + + :::J 0 O<t:~ u Si + + + N oi ~ 0 + + 0 u lQ 00 Ir ~ + + + PROPOSE□,\ + + ~ co + + UCllJ o::: uicowm 'cowo +>-w +c., st a, D -= Q_ ~ I . (fl "' f--Q_ GRADE co f--0) rJ} +~ >-LU t-t-t-t-t-t-t-~ it ~ rPfWPOSE D N ~ >-CL + + PROPOSED, ----:-----;:I: ~ i't' GHADE r" >-a_ GRADE \ + + + -----------8 -----+-----+----7Q1------,0~·1&co 5< II + w;: -If--CU -OFF WALL----.... --' -7{J-/ + + \ + + + + HGL \ HGL 7 ~ + + HGLl C) HGL7 HGL7 L---!------+-----+-----t--\---t-----,---71 \ '=-,=-==-=-d-::::-::~~~:±-=-=~±=-=±=--==~='=I :+ I l • ------l--1----v , ~ 0.56% -I', -----0.p0% ' .,,,r 0.50% ., PER STD DWG "--. "-..._ / SP-07 ,_J -HGL\ \ , I + -L --10.0' u.50% 0:-t--hu_;:-'----+------+------+------+-..._b5_.--------------0.50% 0 ::,"0% J + ...J ...J + + + ...... O') + + Q.5Q.% . o _J LL LL O N I' t'--u ...J _J + ~ ~ + J ~ + ~ ~ + + + + + ~ ~ + + + g ~ + + ~ ~ LL LL -i----i---+ N V + + ~ N + + .,f --:t= + + + + + + + + + + ~ RIP-RAP DISSIPATOR ~ ~ ~ + + ~ ~ ;}j ;i + + co co + + + + + + + + ..J PER SDRSD 0-40 r<i r<i r<i co co .,._ -(TYPE 2) NO. 2 -69---+co~_co--+----t-<D---+-----+-------+-------+----+--➔--+--------lf-------+-------+t---+------+------+-----f---f----i----+------+-------+-------+-----+--------+-------it--+-------+--------+-+-f----+--------+-------+---------~"'--89-BACKING, 10'X6'X1.1' @ @J) + + (L52) @ + + + CiB) + + @ @ ~ THICK OVER MIRAFI 13.9' 95.3' ~ 75.o' 165.6' 50!6' 139.6' r-14□ N OR EQUAL + + 24" HDPE ~-+-------+12-4=-'•~HD~P-E---+-------+----, 24"\H□PE 24" HOPE ' 24" HDPE 24" ~1'□PE ' 18" HDPE s + + Q DD=12.22CFS Q100=10.23CFS + Q100=, 0.23FS Q100=7.60CFS + + + Q100=7.60CFS + + Q100=7.60CFS Q100=4.82~FS ""!!: V oo=5.64FPS VHo=4.21FPS V1(JO=, .21FPS V100=5.02FPS V100=5.02FPS V100=5.©2FPS v1oo=4.46FPS + + + + + + + + + + --+ + + + + + + + + + + + + + + + + + EXISTING\ GROUND \ --v--+ + + + + + + + + t-t-t-t-t-t-t-+ + + + --+ + + + V -----+ + + + + + + + + + + + + + + + + + + + + + + ..___ + + + + + + + + + + + + + + + + PIROFILE-R>VT. STCRM DRAIN LINE 'M' EXISTING\ GROUND + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + -------+ + + + + + ·--+ + + + + + + + + + + + + + + + + + + + + --+ + + + + + + + + --i-----EXISTING\_ GROUND --+ + + + + + + + + + + + + + + + + + SCALE:: 1" = 20' HORIZ. 1" = 4' VERT. -------'----------'~'IU .. ,... ___ _,__ ____ ____, _____ _,__ ____ __,_ _____ __L_ ____ __,_ _____ _,__ ____ _L _____ -'----------'-------'----------'-------'-------------'----------'------'----------'------'---------'-------'--------'-------'----------'-------'----------'---,40-. . I ., if.', PIPE BEDDING NOTE: TYPICAL PIPE BEDDING AS SPECIFIED IN THE 'STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION' MAY BE USED. AS A MINIMUM, PIPES SHALL BE SUPPORTED ON AT LEAST 4 INCHES OF GRANULAR BEDDING MATERIAL SUCH AS MINUS 3/4 INCH CRUSHED ROCK OR DISINTEGRATED GRANITE. WHERE PIPELINE OR TRENCH EXCAVATIONS EXCEED A 15 PERCENT GRADIENT, OPEN GRADED ROCK SHALL NOT BE USED FOR BEDDING OR BACKFILL BECAUSE OF THE POTENTIAL FOR PIPING AND INTERNAL EROSION, FOR SLOPING UTILITIES, COARSE SAND OR SAND-CEMENT SLURRY SHALL BE USED FOR THE BEDDING AND PIPE ZONE, THE SLURRY SHOULD CONSIST OF A 2-SACK MIX HAVING A SLUMP NO GREATER THAN 5 INCHES. 0 below. Call before you dig. NOTE: CONTRACTOR TO VERIFY EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. NOTE: ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. 2+00 I I :::;c PRIVATE STORM DRAIN (@) LENGTH BEARING L40 13.9' N44" 25' 2B"W L51 95.3' N83" 42' 43"E L52 83.6' s5• 53' 46"W L53 75.0' N84" 06' 51 "W L54 165.6' S85" 46' 12"E L55 50.6' N17" 24' 50"W L56 139.6' N88" 45' 58"E 3+00 -1651 68' , ---, --__, __ , __ ----------4+00 65 I I I I I I I I I I I I I I I I -------O-s-----11t--l· I FS +---FS -FS -FS --FS -llt---l_ ' 5+00 PLAN-PVT. STORM DRAIN LINE SCALE: 1''=20' (SEE SHEETS 10 AND 11 FOR GRADING PLAN) LINE 'M' DESCRIPTION 24" HOPE 24" HOPE 24" HOPE 24" HOPE 24" HOPE 24" HOPE 18" HOPE SCALE: 1" = 20' 1---1 ____,~ 1--1 20 10 0 20 40 , 60 ~--L HOWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 5+00 6+05.40 SD LINE 'M' TYPE G-1 CB TG=69.69 I I I I I I / I/ I I I I I I I I I iXtxJ L , , = ---/ --65, 70 ' 6+00 , l ' h 1,.,1 --8 8 .------------1:---7;=====r---11 rt : : I$ I I Cl) \__JL---~-~_J_l~E~-i~_J~l~~iL-5~6ii~~:5~7~:ni~ ~ -------------~D LANE :J II o----=-e:::::::=---~~=~~~--------. L--JO (PER DWG 529-98) 0 II ... -W -W i,;:;. ~7~='.:·w===~=======~~~T~ ~ 11 r 1 1 c: II I I I II I I I I 11 '-..l==="'.J I 7+00 "AS BUil T" RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD ~ >-----+----+-----------------+----+----------,>----------,---~'--------E-N_G_IN_E_E_R_IN_G_D_E_P_AR_T_M_E_N_T __ ~L___§__Q_J DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION ROUGH GRADING PLANS FOR: MARJA ACRES PRIVATE STORM DRAINS GR2021-0006 LINE "M" PUD 16-09 SUP 16-02 HOP 16-02 CDP 16-JJ SOP 2D1 B-0001 APPROVED: JASON S. GELDERT E~Er~NtM1t.crn RCE 63912 EXPIRES 9/30/22 DATE ___ _ OWN BY: --"""---'--I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKO BY e----~------1--~--------1 : ---CT 1 6-0 7 52 9-9 A OTHER APPROVAL CITY APPROVAL l'_Rc__:V'--'.W_,__.Oc'.___cB'--'.Y_:__: ===J ~--------~ DocuSign Envelope ID: 470614E5-43B1-49E9-B3F7-71E9545517E1 .QRZZKDW V50%,$0 J + + + ~ UTILITY E~SEMENT + N ~ g: ~ + + : ~ I + + g: "' -" ~ u ,..; i':'.jl I() I _J <Xl tt1 ".I ' ~ ,...._ + + I N _J + + + + ~ t---N ui mm N u I I <( m LO ,------l-----+-------+----------,f------l----lll(J----+------+------+------+------+-------.,,..,---+---.-----+------+------+---t0,..,+-1 ---"'°"Ill (:)------ltl·I J.+--1LLli~l:ruH-------+-----7'r.J1------+---lt f-o ""~-----+-------+-------+----t,-.+---+------il:g-0 u e: a.. L-0 Ro, lDN 1--o R I ro. 1 <ON 0.. o.. ,-f--"" lll -o Cl= <ON I + + + + + 1-H-m m + WI --o + + 0cn I z=> + + + 1 o:::m + com u I CD I N NCO (!) 1 Ro t-:im a:::,... oCJl 1-o::: -1--u I LON 1-□ N CNm o m vm (!)o uC/l ~N ~;;;: ,,,.._o::: w roT""" I '9-Z ._o ~m LO r0 tr, uo s;;tm . 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Cl:'. 0 ' w "-Cl:'. <Xl [l_ 0 w _ _.j.---i~----~ :::::~sru : "· r ~ ~ r ·------irt11'L---io-+~-1r' : : ~ I : : : -a----+-------t--,---,----t-----+--7()--t~l===~M=====+=i===ttl~H-G_L ___ JlL--J H------+-------+-+--cr,Gr-\=---t---+-+t1· Go=ac----tl--------j-j--f-t----c7()1-+-----l------16'(jl'l---+---t---=:-tJ:;::=~lt-----t----+--1~2;-------,i" 'DF~ ]+--1---1-----t----t--l + + ~~ t + + ~If 59.45 FL !N ,HG\ 01' : : U:1 + -l T ----o.5o" -----o.5o% 0·50% : : : \ 0 ExIsT1 G, 11~ 6f~:-'q· c1 R. (lj 0·5f% _J _J _J c: c: 1.54' c: GRou7D \ -· 1 1.04%_ ,---lll, o + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 7()•---+------MODULAR WETLAND SYSTEM DETAILS AND PIPE CONNECTION + + + c: c: 1.28' "-C: --.._,.45' c._ c._ ro O CLR. sr + + + \ _i_ __ _J :;j ci ------+-------+-------lf------+------+-------+-------1-~1----e-Jf--1--€1::·i,.R.=~st-11,---~C=L~R~. --+------l--+~"'------p-Ne-1---t~"'<------!l-------+--i-cl() t-------+-------+--------+--------+-+--+--+--=i;:;l=--=:_----1--'-.:=...==--=--11-.:::::::~=,--:'.'.'.'.:~-5;;:,..~~=-==+::__:=.,;-;sr-,'4~----'"-'=.J.-J.-lu:j. 'I _m.__ ___ __, ____ __ 8 ~ LO r---t---r-,.. r--. r---: r---: w / _J _J 1.02 r0 • + + + tO tO ~ ~ C..O CO t.O <O __-+ LL. LL... CLR. N g. <O <O EXISTING), ------Ol N <O + + + 0 O GROUND --+ PIPE :;J ~ ~ lll + + + '\\ 8" SEW: R, 62. 73 IE + + + COLLAR lll lll ~'\,: -f-.r-., PER DWG. 529-9C ,,...-, PER C.O.C. ,_i><q,· _q,v + + + 8" SEWER 62.03 IE ,,. + + DS 5 + ._., , ~ -~a,4 PER DWG 529-9C / " ·J a----+------+--------+-------<-6,c:.-1---=H-----t-----+-+------+------l++-----'-=--'-jf=-'-'-=--==--=-=----t---:c-?"'-~"'---H-----t-H---+----lf---+-t---bl:J-+------l-------.§i(J--=~=-H-,;t-=9 71-:S--""i------+------+------+--+-+--+-:c•£: ~-~ / ~.18"RCP ,'39 .--tfc?,55 + + 8" : EWER 59. 72 IE @ 1.S5%, -J.µJ.1-:::-;-:'-~ + + + 'o ,., rr. ~ "S7' ,,-;:;;,,, 'L59' = PER DWG 529-9C ---' '?'-' ~J "-':!!../ '-!2§., .,Y ~ ~ 1.72~ c._ + + + + + + + + + + + + 1-+--e(}•---+--------Ip 47.6' 691' 29.3' 48.0' -OJ OJ ,.,,;;,-.11,,,v,;,;;, lia2\ Z~ 18" HDPR 18"!.DPE -18" HDPE 2 J.12" HDPE c;: ; ~ ~~{§1., ~ ~ a / I "' ~ .., 98.2' 48.9' + + + Q100=4.82ClFS Q100= r82CFS Q10C=4.82CFS Q100 4 51C•S + + + ..,._ 10~_8, + + + + 2.50' :] V100=4.46F s V100=<1.46FPS1 ___ ___,f-------+--v_,_oo_=_4_.4_6_F_Ps_-+-_____ v_1_oo+C_3_:s_1_FP_, s ___ +-------+-------+-------+-----~~,---+ 12· HDPE 12" HDPE 7-1 18'-RGt<------,------+-----<e-1004,-3lGP,rr-------+--------+---<a-100=0~7-9GAi-------+------+-------,..0 EXISTING---._ Q1•0=4.66CFS V100=7.98FPS V100=3.63FP$ ..._, + + + GROUND ".,..---/ + + + 175 V1 To=5.69FPS -~ + + + =--t-t-t-_ -------· t-t-t-t-t--,-_ ,.,.._, + + + + + + + + + + + + + + + "Clr ~ <: + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + PROFIL: -PVT. 7+00 I :,;: 6-IH--~ I \ I ,. I L56 "-I RED BUD LANE \ "'1 (PER DWG 529-98) I I I I ---\ -I I I I L----1 I I I I B+OO '7 I I I I - ---\c"'JJ----':---t-.➔,J,\ ~ ~-~~~7=;1'-,7i=,,, ~1 L----1 I PVT. STORM----. DRAIN LINE 'M' L __ l r I I I I I I I I PVT. STORM I DRAIN LINE 'M' ~L-=fc==~-_L :::;; ________ J PIPE BEDDING NOTE: TYPICAL PIPE BEDDING AS SPECIFIED IN THE 'STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION' MAY BE USED. AS A MINIMUM, PIPES SHALL BE SUPPORTED ON AT LEAST 4 INCHES OF GRANULAR BEDDING MATERIAL SUCH AS MINUS 3/4 INCH CRUSHED ROCK OR DISINTEGRATED GRANITE. WHERE PIPELINE OR TRENCH EXCAVATIONS EXCEED A 15 PERCENT GRADIENT, OPEN GRADED ROCK SHALL NOT BE USED FOR BEDDING OR BACKFILL BECAUSE OF THE POTENTIAL FOR PIPING AND INTERNAL EROSION, FOR SLOPING UTILITIES, COARSE SAND OR SAND-CEMENT SLURRY SHALL BE USED FOR THE BEDDING AND PIPE ZONE, THE SLURRY SHOULD CONSIST OF A 2-SACK MIX HAVING A SLUMP NO GREATER THAN 5 INCHES. below. Call before you dig. NOTE: CONTRACTOR TO VERIFY EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. NOTE: ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. PLAN-PVT. STORM DRAIN LINE SCALE: 1 "= 20' (SEE SHEET 11 FOR GRADING PLAN) PRIVATE STORM DRAIN LINE 'M' @ LENGTH BEARING DESCRIPTION L56 139.6' N88" 45' 58"E 18" HOPE L57 47.6' N2' 03' 41''W 18" HOPE L58 69. 1' S84' 08' 33"E 18" HOPE L59 29.3' N63" 23' 11 "E 18" HOPE L60 48.0' N87" 52' 28"E 2-12"HDPE :::;; TORtv1 \ I \ \ \ \ I \ \ 'M' + + + + + + + + + + 1RAIN LIE 'M' 1" = 20· HORiZ. 7'' = 4' VER. V 9+00 g <D <D f:2 f-w 00 ,.... I I I I I I " _J 1---1 ---t~ 20 10 0 :::;; z I I SCALE: 1" = 20' 1--1 20 40 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + c:s EXIST 18" RCP~\ 1 +-00.00 SD LINE 'N' REMOVE EX. CURB INLET INSTALL PIPE COLLAR PER C.O.C. DS-5 ---0 ~ Jl PRIVATE STORM DRAIN LINE 'N' @ LENGTH BEARING DESCRIPTION L61 10.8' S12" 29' 36"E 18" RCP L62 10. 1' S5" 08' 43"E 12" HOPE L63 49.4' N87" 53' 49"E 12" HOPE L64 38.7' N45" 20' 33"W 12" HOPE L65 48.9' N79" 17' 23"E 12" HOPE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + PROFILE-PVT. STORM DRAIN LINE 'N' + + + + + + + 1+00 -\ S1 ALE: 1" = 20' H0RIZ. 1" = 4' VERT. 2+oo -1 + -EL CAMINO REAL PROPOSED IMPROVEMENTS PER DWG 529-9 \---=--=--=-=== ~ R/W .-:1 • :..:l 6 I . 8" PVC @ 2% \ I I \ I MODULAR WETLAND SYSTEM #3 RIM=63.50, 8" PVC IE OUT =59.50 SEE SHEET 3 FOR DETALS I I I • ~ PLAN-PVT. STORM DRAIN LINE 'N' SCALE: 1 "= 20' (SEE SHEET 11 FOR GRADING PLAN ---~ ~ 2+67.80 SD LINE 'N' TYPE 'B' CURB INLET IIPER SDRSD D-2 TC=62.73 I I I I I I ~-+-14-+8" PVC @ 2% 1/111111 MODULAR WETLAND SYSTEM #4 RIM = 63.10, 8" PVC IE OUT=59.10 SEE SHEET 3 FOR DETAIL <D <D 0 ,.... "AS BUILT" RCE __ _ EXP. ___ _ REVIEWED BY: INSPECTOR DATE DATE ~ CITY OF CARLSBAD ~ +----+----l-----------------+---+-----,f------,---L12_J~ __ E_N_G_IN_E_E_R_IN_G_D_E_P_AR_T_M_E_N_T __ ~L_§_Q_j 60 L HOWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 DATE INITIAL ENGINEER OF WORK DA TE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ROUGH GRADING PLANS FOR: MARJA ACRES PUD 16-09 SUP 16-02 HDP 16-02 CDP 16-JJ GR2021-0006 APPROVED: EfuJEfi;Z"M~~ER DWN BY: CHKD BY: __ _ RVWD BY: PRIVATE STORM DRAINS LINE "M", LINE "N" SDP 2D18-0001 JASON S. GELDERT RCE 63912 EXPIRES 9 30 22 DA TE PROJECT NO. CT 16-07 DRAWING NO. 529-9A DocuSign Envelope ID: 470614E5-43B1-49E9-B3F7-71E9545517E1 20.0 ANCHOR RETAINING WALL PLAN SHEET INDEX6+((77,7/(6+((7$1'127(66+((7 $1&+25:$//3/$19,(:6+((7 $1&+25:$//352),/(6+((7 $1&+25:$//352),/(6+((7 $1&+25:$//352),/(6+((7 $1&+25:$//352),/(6+((7 $1&+25:$//352),/(6+((7 $1&+25:$//352),/(6+((7 $1&+25:$//352),/(6+((7 7<3,&$/:$//6(&7,2166+((7 &216758&7,21'(7$,/69.0 ERECTION NOTES (;&$9$7,216833257,)5(48,5(',67+(5(63216,%,/,7<2)7+(&2175$&725,1&/8',1*7+(67$%,/,7<2)7+((;&$9$7,21$1',76,1)/8(1&(21$'-$&(173523(57,(6$1'6758&785(6 *(1(5$/(5(&781,76,1$&&25'$1&(:,7+0$18)$&785(5 6,16758&7,216$1'5(&200(1'$7,216$1'$663(&,),('+(5(,1 3/$&(),567&2856(2)&21&5(7(:$//81,76217+(35(3$5('%$6(0$7(5,$/&+(&.81,76)25/(9(/$1'$/,*10(170$,17$,17+(6$0((/(9$7,21$77+(7232)($&+81,7:,7+,1($&+6(&7,212)7+(%$6(&2856( (1685(7+$7)281'$7,2181,76$5(,1)8//&217$&7:,7+1$785$/25&203$&7('62,/%$6( 3/$&(&21&5(7(:$//81,766,'(%<6,'()25)8///(1*7+2):$//$/,*10(17$/,*10(170$<%('21(%<86,1*$675,1*/,1(0($685(')5207+(%$&.2)7+(%/2&.*$36$5(127$//2:('%(7:((17+()281'$7,21&21&5(7(:$//81,76 3/$&(,1&+(60,1,0802)'5$,1$*($**5(*$7(%(7:((1$1'',5(&7/<%(+,1'7+(&21&5(7(:$//81,76),//92,'6,15(7$,1,1*:$//81,76:,7+'5$,1$*($**5(*$7(3529,'($'5$,1$*(=21(%(+,1'7+(:$//81,7672:,7+,1,1&+(62)7+(),1$/*5$'(&$37+(%$&.),//$1''5$,1$*($**5(*$7(=21(:,7+,1&+(62),03(59,2860$7(5,$/ ,167$//'5$,1$*(3,3($77+(/2:(67(/(9$7,213266,%/(720$,17$,1*5$9,7<)/2:2):$7(5722876,'(2)7+(5(,1)25&('=21(6/23(7+(0$,1&2//(&7,21'5$,1$*(3,3(/2&$7('-867%(+,1'7+(&21&5(7(5(7$,1,1*:$//81,763(5&(170,1,080723529,'(*5$9,7<)/2:727+('$</,*+7('$5($6'$</,*+77+(0$,1&2//(&7,21'5$,1$*(3,3(72$1$335235,$7(/2&$7,21$:$<)5207+(:$//6<67(0$7($&+/2:32,1725$7)2270$;,080,17(59$/6$/21*7+(:$// 5(029((;&(66),//)5207232)81,76$1',167$//1(;7&2856((1685('5$,1$*($**5(*$7($1'%$&.),//$5(&203$&7('%()25(,167$//$7,212)1(;7&2856( &+(&.($&+&2856()25/(9(/$1'$/,*10(17$'-86781,76$61(&(66$5<:,7+5(,1)25&(0(176+,06720$,17$,1/(9(/$/,*10(17$1'6(7%$&.35,2572352&((',1*:,7+($&+$'',7,21$/&2856( ,167$//($&+68&&((',1*&2856(%$&.),//$6($&+&2856(,6&203/(7('38//7+(81,76)25:$5'817,/7+(/2&$7,1*685)$&(2)7+(81,7&217$&767+(/2&$7,1*685)$&(2)7+(81,76,17+(35(&(',1*&2856(,17(5/2&.:$//6(*0(1767+$70((7$7&251(56%<29(5/$33,1*68&&(66,9(&2856(6$77$&+&21&5(7(5(7$,1,1*:$//81,76$7(;7(5,25&251(56:,7+$'+(6,9(63(&,),(' ,167$//*(26<17+(7,&5(,1)25&(0(17,1$&&25'$1&(:,7+*(26<17+(7,&0$18)$&785(5 65(&200(1'$7,216$1'7+(6+23'5$:,1*6D 25,(17*(26<17+(7,&5(,1)25&(0(17:,7+7+(+,*+(67675(1*7+$;,63(53(1',&8/$5727+(:$//)$&(E 35,2572*(26<17+(7,&5(,1)25&(0(173/$&(0(173/$&(7+(%$&.),//$1'&203$&7727+((/(9$7,212)7+(7232)7+(:$//81,76$77+((/(9$7,212)7+(*(26<17+(7,&5(,1)25&(0(17F 3/$&(*(26<17+(7,&5(,1)25&(0(17$77+((/(9$7,216$1'727+(/(1*7+66+2:1217+('5$:,1*6G /$<*(26<17+(7,&5(,1)25&(0(17+25,=217$//<217232)7+(&21&5(7(5(7$,1,1*:$//81,76$1'7+(&203$&7('%$&.),//62,/63/$&(7+(*(26<17+(7,&5(,1)25&(0(17:,7+,121(,1&+2)7+()$&(2)7+(&21&5(7(5(7$,1,1*:$//81,763/$&(7+(1(;7&2856(2)&21&5(7(5(7$,1,1*:$//81,76217232)7+(*(26<17+(7,&5(,1)25&(0(17H 7+(*(26<17+(7,&5(,1)25&(0(176+$//%(,17(16,21$1')5(()520:5,1./(635,25723/$&(0(172)7+(%$&.),//62,/638//*(26<17+(7,&5(,1)25&(0(17+$1'7$87$1'6(&85(,13/$&(:,7+67$3/(667$.(625%<+$1'7(16,21,1*817,/7+(*(26<17+(7,&5(,1)25&(0(17,6&29(5('%<,1&+(62)/226(),//I 7+(*(26<17+(7,&5(,1)25&(0(1766+$//%(&217,182867+528*+2877+(,5(0%('0(17/(1*7+663/,&(6,17+(*(26<17+(7,&5(,1)25&(0(17675(1*7+',5(&7,21$5(127$//2:('J '212723(5$7(75$&.('&216758&7,21(48,30(17',5(&7/<217+(*(26<17+(7,&5(,1)25&(0(17$7/($67,1&+(62)&203$&7('%$&.),//62,/,65(48,5('35,257223(5$7,212)75$&.('9(+,&/(629(57+(*(26<17+(7,&5(,1)25&(0(17.((37851,1*2)75$&.('&216758&7,21(48,30(1772$0,1,080K 58%%(57,5('(48,30(170$<3$6629(57+(*(26<17+(7,&5(,1)25&(0(17$763(('62)/(667+$10,/(63(5+2857851,1*2)58%%(57,5('(48,30(17,6127$//2:('21*(26<17+(7,&5(,1)25&(0(1717.0 ANCHOR WALL DESIGN NOTES ,7,67+(5(63216,%,/,7<2)7+(2:1(5252:1(5 65(35(6(17$7,9(729(5,)<7+(62,/675(1*7+'(6,*13$5$0(7(56$5(5(35(6(17$7,9(2)7+(62,/6$9$,/$%/()25:$//&216758&7,21,)7+(62,/675(1*7+3$5$0(7(56$5()281'72%(,1&216,67(17:,7+7+26(86('%<7+((1*,1((52)5(&25'7+,6'(6,*1,612/21*(59$/,'$1',7,67+(5(63216,%,/,7<2)7+(2:1(5252:1(5 65(35(6(17$7,9(72127,)<7+((1*,1((52)5(&25'627+(5(7$,1,1*:$//6<67(0&$1%(5('(6,*1(')$,/85(72127,)<7+((1*,1((52)5(&25'0$<5(68/7,1)$,/85(2)7+(5(7$,1,1*:$// 62,/'(6,*13$5$0(7(56$ 5(,1)25&('62,/3+, '(*5((6 & 36) *$00$ 3&)5(7$,1('62,/3+, '(*5((6 & 36) *$00$ 3&))281'$7,2162,/3+, '(*5((6 & 36) *$00$ 3&) '(6,*13($.*5281'$&&(/(5$7,21 3*$P3(5&%&$1'$6&( * 5(,1)25&('%$&.),//6+$//0((762,/&/$66,),&$7,21*5$'$7,21$1'3/$67,&,7<,1'(;$667$7(',16(&7,217+,66+((7 *(27(&+1,&$/3$5$0(7(5686(')25'(6,*16+$//%(&21),50('%<*(27(&+1,&$/(1*,1((535,2572:$//&216758&7,21 /$7(5$/($57+35(6685(6$5('(7(50,1('86,1*5$1.,1(($57+35(6685(7+(25< ,17(51$/67$%,/,7<2):$//6$ 0,1,080)$&7252)6$)(7<21*(2*5,'675(1*7+ % 0,1,080)$&7252)6$)(7<21*(2*5,'38//287 & 3(5&(17&29(5$*(2)*(2*5,' (;7(51$/67$%,/,7<$ 0,1,080)$&7252)6$)(7<$*$,167%$6(6/,',1* % 0,1,080)$&7252)6$)(7<$*$,16729(57851,1* & 0,1,080)$&7252)6$)(7<$*$,16762,/%($5,1*29(5675(66 ' 81,)250685&+$5*( $66+2:1216758&785$/&$/&8/$7,216( %$&.),//6/23( $66+2:1216,7(3/$1$1'6758&785$/&$/&8/$7,216 */2%$/67$%,/,7<72%(&21),50('%<*(27(&+1,&$/(1*,1((5$ 0,1,080)$&7252)6$)(7<$*$,16767$7,&*/2%$/67$%,/,7< % 0,1,080)$&7252)6$)(7<$*$,1676(,60,&*/2%$/67$%,/,7< 10.0 BACKFILL PLACEMENT NOTES 3/$&(5(,1)25&('%$&.),//635($'$1'&203$&7,1$0$11(57+$7:,//0,1,0,=(6/$&.,17+(5(,1)25&(0(17 3/$&(),//:,7+,17+(5(,1)25&('=21($1'&203$&7,1/,)76127(;&((',1*72,1&+(6/226(7+,&.1(66:+(5(+$1'23(5$7('&203$&7,21(48,30(17,686('$1'127(;&((',1*,1&+(6/226(7+,&.1(66:+(5(+($9<6(/)3523(//('&203$&7,21(48,30(17,686('$ 21/</,*+7:(,*+7+$1'23(5$7('&203$&7,21(48,30(17,6$//2:(':,7+,1)((72)7+(%$&.2)7+(5(7$,1,1*:$//81,76 0,1,080&203$&7,215(48,5(0(176)25),//3/$&(',17+(5(,1)25&('=21($ &203$&7723(5&(172)7+(62,/ 667$1'$5'0$;,080'5<'(16,7<$670')257+((17,5(:$//+(,*+7% 9(5,)<&203$&7,215(48,5(0(176:,7+7+(352-(&7*(27(&+1,&$/(1*,1((5& 87,/,7<75(1&+%$&.),//&203$&787,/,7<75(1&+%$&.),//,125%(/2:7+(5(,1)25&('62,/=21(723(5&(172)7+(62,/ 667$1'$5'0$;,080'5<'(16,7<$670'25$65(&200(1'('%<7+(352-(&7*(27(&+1,&$/(1*,1((5' 02,6785(&217(17$7253(5&(17$*(32,176$%29(7+(237,08002,6785(&217(17)25$//:$//+(,*+76( 7+(6(127(60$<%(&+$1*('%$6('215(&200(1'$7,216%<7+(352-(&7*(27(&+1,&$/(1*,1((5 $77+((1'2)($&+'$< 623(5$7,216/23(7+(/$67/(9(/2)&203$&7('%$&.),//$:$<)5207+(,17(5,25&21&($/(')$&(2)7+(:$//72',5(&7685)$&(:$7(55812))$:$<)5207+(:$//)$&($ 7+(*(1(5$/&2175$&725,65(63216,%/()25(1685,1*7+$77+(),1,6+('6,7('5$,1$*(,6',5(&7('$:$<)5207+(5(7$,1,1*:$//6<67(0% ,1$'',7,217+(*(1(5$/&2175$&725,65(63216,%/()25(1685,1*7+$7685)$&(:$7(55812)))520$'-$&(17&216758&7,21$5($6,6127$//2:('72(17(57+(5(7$,1,1*:$//$5($2)7+(&216758&7,216,7( $1<6758&785$/),//3/$&('0867%(.(37)520)5((=,1*5(48,5,1*7+(86(2))5267%/$1.(76$1'*22':,17(5&216758&7,2135$&7,&(6*(1(5$//<:,17(5&216758&7,215(48,5(67+(,032572)121)5267686&(37,%/(62,/67<3,&$//<&/($16$1'$1'25*5$9(/$1<6758&785$/),//)281'72%()52=(12168%6(48(17'$<62)&216758&7,210867%(5(029('$1'5(3/$&('35,25723/$&,1*$'',7,21$/),//6.0 MATERIAL NOTES &21&5(7(5(7$,1,1*:$//81,76$1&+255(7$,1,1*:$//81,76$66+2:1217+('5$:,1*6$1'$60$18)$&785('%<6,(55$%8,/',1*352'8&7681'(5/,&(16()520$1&+25:$//6<67(06 *(26<17+(7,&5(,1)25&(0(170,5$*5,'$66+2:1217+('5$:,1*6 /(9(/,1*3$'%$6($ $**5(*$7(%$6(&586+('6721(25*5$18/$5),//0((7,1*7+()2//2:,1**5$'$7,21$6'(7(50,1(',1$&&25'$1&(:,7+$670'6,(9(6,=(3(5&(173$66,1*,1&+ ,1&+ 7212 7212 7212 72% %$6(7+,&.1(66,1&+(60,1,080&203$&7('7+,&.1(66 '5$,1$*($**5(*$7(&/($1&586+('6721(25*5$18/$5),//0((7,1*7+()2//2:,1**5$'$7,21$6'(7(50,1(',1$&&25'$1&(:,7+$670'6,(9(6,=(3(5&(173$66,1*,1&+ ,1&+ 7212 7212 7212 72 5(,1)25&('),//62,/)5((2)25*$1,&6$1''(%5,6$1'&216,67,1*2)(,7+(5*3*:636:60256&7<3(&/$66,),(',1$&&25'$1&(:,7+$670'$1'7+(86&6&/$66,),&$7,216<67(0$1'0((7,1*7+()2//2:,1**5$'$7,21$6'(7(50,1(',1$&&25'$1&(:,7+$670'6,(9(6,=(3(5&(173$66,1*,1&+ ,1&+ 7212 7212 7212 72$ 7+(3/$67,&,7<,1'(;3,6+$//%(/(667+$1% 0$;,0803$57,&/(6,=()25%$&.),//,67+5((,1&+(6& 8168,7$%/(62,/6$5(25*$1,&62,/6$1'7+26(62,/6&/$66,),('$60/&/2/0+&+2+2537' $//:$//%$&.),//0$7(5,$/66+$//$/62+$9(7+(0,1,080(1*,1((5,1*3523(57,(66+2:1,16(&7,21,7(0$( 7(675(68/762)$//352326('%$&.),//0$7(5,$/6:+(7+(5216,7(25,03257('6+$//%(68%0,77('727+((1*,1((5)25$33529$/35,2572&216758&7,21 '5$,1$*(3,3(3(5)25$7('256/277('39&25&2558*$7('+'3(3,3(0$18)$&785(',1$&&25'$1&(:,7+'$1'25$670) &216758&7,21$'+(6,9((;7(5,25*5$'($'+(6,9($65(&200(1'('%<7+(5(7$,1,1*:$//0$18)$&785(51.0 SCOPE OF WORK 7+(:25.6+$//&216,672))851,6+,1*$1'&216758&7,1*$1&+25:$//%/2&.$1'0,5$*5,'*(2*5,'5(,1)25&('62,/5(7$,1,1*:$//6<67(06,1$&&25'$1&(:,7+7+,67(&+1,&$/6&23(2):25.$1',15($621$%/<&/26(&21)250,7<:,7+7+(/,1(6*5$'(6$1'',0(16,2166+2:1217+(528*+*5$',1*3/$16%<+2:(6:(,/(5/$1'<3/$11,1* (1*,1((5,1*'$7('0$< :25.,1&/8'('$ )851,6+,1*$1&+25:$//6(*0(17$/&21&5(7()$&,1*$1'&$381,76$66+2:1217+(&216758&7,21'5$:,1*6% )851,6+,1*6758&785$/*(2*5,'5(,1)25&(0(17$66+2:1217+(&216758&7,21'5$:,1*6& 6725,1*&877,1*$1'3/$&,1*6758&785$/*(2*5,'5(,1)25&(0(17$663(&,),('+(5(,1$1'$66+2:1217+(&216758&7,21'5$:,1*6' 3/$&(0(17$1'&203$&7,212)81,7:$//),//$1'%$&.),//:,7+,17+(*(2*5,'5(,1)25&('$5($$663(&,),('+(5(,1$1'$66+2:1217+(&216758&7,21'5$:,1*6( (5(&7,212)$1&+25:$//6(*0(17$/&21&5(7(81,76$1'3/$&(0(172)6758&785$/*(2*5,'15.0 STATEMENT OF SPECIAL INSPECTIONS 63(&,$/,163(&7,21,65(48,5(',1$&&25'$1&(:,7+&%&6(&7,21 63(&,$/,163(&7,21:25.,672%(3(5)250('%<7+(352-(&7*(27(&+1,&$/(1*,1((5 7+(63(&,$/,163(&725 65(63216,%,/,7,(6,1&/8'(9(5,)<,1*7+()2//2:,1*$ 81,7',0(16,216% $1&+25:$//81,7,'(17,),&$7,212)&203/,$1&(:,7+$670&,1&/8',1*&2035(66,9(675(1*7+$1':$7(5$%62537,21$6'(6&5,%(',16(&7,212),&&5(3257& )281'$7,2135(3$5$7,21' 81,73/$&(0(17,1&/8',1*$/,*10(17$1',1&/,1$7,21( *(26<17+(7,&5(,1)25&(0(177<3($1'3/$&(0(17) %$&.),//3/$&(0(17$1'&203$&7,21* '5$,1$*(3529,6,216 7<3($1'(;7(172)63(&,$/,163(&7,21$ 63(&,$/,163(&7,212)62,/%$&.),//6+$//%(3(5)250('21$&217,18286%$6,6$//27+(563(&,$/,163(&7,216+$//%(21$3(5,2',&%$6,6 7<3($1'(;7(172)($&+7(67$ 02'8/$581,7',0(16,216+$//%(9(5,),('21&(3(5:$//35,25727+(67$572)&216758&7,21% &21&5(7(81,76+$//+$9($0,1,080'$<&2035(66,9(675(1*7+2)36,$1'$0$;,080:$7(5$%62537,212)3(5&(17& )281'$7,2135(3$5$7,216+$//%(,163(&7(')25&203/,$1&(:,7+7+($1&+255(7$,1,1*:$//'(6,*13$5$0(7(56$1'*(27(&+1,&$/(1*,1((52)5(&25'5(&200(1'$7,21621&(3(5:$//35,25723/$&(0(172)&21752//('),//' $1&+2581,7$/,*10(17$1',1&/,1$7,216+$//%(9(5,),('%<6859(<(':$//+25,=217$//2&$7,2135,2572&216758&7,21$1'&255(&7%/2&.3/$&(0(17$*$,1677+(/2:(5%/2&. 6$/,*10(17'(9,&('85,1*&216758&7,21( *(26<17+(7,&5(,1)25&(0(177<3(6+$//%(9(5,),('35,2572&216758&7,21:,7+$1,163(&7,212)7+(*(26<17+(7,&5(,1)25&(0(17'(/,9(5('727+(6,7()25:$//&216758&7,213/$&(0(172)*(26<17+(7,&5(,1)25&(0(176+$//%(&217,18$//<2%6(59(''85,1*:$//&216758&7,21)25&203/,$1&(:,7+7+($1&+255(7$,1,1*:$//3/$16) %$&.),//62,/6+$//%(9(5,),(',1&203/,$1&(:,7+7+($1&+255(7$,1,1*:$//3/$16$1'62,/'(6,*13$5$0(7(5635,2572$1'3(5,2',&$//<'85,1*&216758&7,21%$&.),//62,/&203$&7,216+$//%(&217,18286/<9(5,),('&203$&7('72$7/($673(5&(172)7+(0$;,080'5<'(16,7<$6'(7(50,1('%<$670')25(9(5<<$5'62)%$&.),//3/$&('* $//'5$,1$*(3529,6,2166+$//%(9(5,),(',1&203/,$1&(:,7+7+($1&+255(7$,1,1*:$//3/$16$1'7+(5(&200(1'$7,2162)7+(*(27(&+1,&$/(1*,1((52)5(&25'$6&216758&7('$1'35,2572%$&.),// 6(,60,&25:,1'5(6,67$1&($ 7+(5($5(12$'',7,21$/63(&,$/,163(&7,215(48,5(0(176)256(,60,&25:,1'5(6,67$1&(3(5&%& 6758&785$/2%6(59$7,216$ 7+(5($5(125(48,5('6758&785$/2%6(59$7,2163(5&%& 63(&,$/,163(&7,21127(6$ 7+(63(&,$/,163(&7,216,'(17,),('213/$16$5(,1$'',7,2172$1'127$68%67,787()257+26(,163(&7,2165(48,5('72%(3(5)250('%<7+(%8,/',1*,163(&7252.0 REFERENCE DOCUMENTATION +2:(6:(,/(5/$1'<3/$11,1* (1*,1((5,1*528*+*5$',1*3/$1'$7('0$< 10**(27(&+1,&$/6833/(0(17$/*(27(&+1,&$/,19(67,*$7,21$1'5(9,(:2)6&$/(*5$',1*3/$1)25352326('0$5-$$&5(60,;('86('(9(/230(17'$7('-8/< :+(5(63(&,),&$7,216$1'5()(5(1&('2&80(176&21)/,&77+((1*,1((56+$//0$.(),1$/'(7(50,1$7,212)7+($33/,&$%/('2&80(173.0 SPECIAL PROVISIONS 5('21((1*,1((5,1*,1&5('21($6680(612/,$%,/,7<)25,17(535(7$7,212)68%685)$&(&21',7,21668,7$%,/,7<2)62,/'(6,*13$5$0(7(56$1'68%685)$&(*5281':$7(5&21',7,2160$'(%<27+(56 5('21(6+$//127%(5(63216,%/()257+(&2672)$//0($162)68%62,/,03529(0(17&2672)$'',7,21$/68%62,/(;3/25$7,21$1')25$///$%25722/6(48,30(17$1',1&,'(17$/61(&(66$5<72&203/(7(7+(:25.7+(2:1(56+$//%(5(63216,%/()25$//68&+&267 7+(2:1(56+$//%(5(63216,%/()25&203/<,1*:,7+$//)('(5$/67$7($1'/2&$/5(48,5(0(176)257+((;(&87,212)7+(:25.,1&/8',1*/2&$/%8,/',1*,163(&7,21$1'&855(1726+$(;&$9$7,215(*8/$7,216 35,257281'(57$.,1*$1<*5$',1*25(;&$9$7,212)7+(6,7(7+(&2175$&7256+$//&21),507+(/2&$7,212)7+(352326('5(7$,1,1*:$//6$1'$//81'(5*5281')($785(6,1&/8',1*87,/,7</2&$7,216:,7+,17+($5($2)&216758&7,21 5('21(+$6&203/(7('(1*,1((5,1*'(6,*12)7+(352326('5(7$,1,1*:$//6,1&/8',1*,17(51$/67$%,/,7<$1'/2&$/(;7(51$/67$%,/,7<:+(5($33/,&$%/(%$6('83217+(,1)250$7,213529,'('7286$6287/,1('$%29(5('21($6680(67+$727+(56+$9('(7(50,1('7+(68,7$%,/,7<2)3/$&,1*5(7$,1,1*:$//6$77+(/2&$7,2163529,'('7286,1&/8',1**(27(&+1,&$/68,7$%,/,7<$1'6,7(*/2%$/67$%,/,7< 6(*0(17$/5(7$,1,1*:$//6$5()/(;,%/(6758&785(6965,*,'$6,1&08:$//6$1'$5(68%-(&7723267&216758&7,216(77/(0(17$1'029(0(17$//,03529(0(176,(3$9(0(176&85%675$6+(1&/2685(687,/,7</,1(6(7&6+28/'%('(6,*1('72+$1'/(',))(5(17,$/6(77/(0(1783722)727$/:$//+(,*+77.0 FOUNDATION SOIL NOTES (;&$9$7()281'$7,2162,/$65(48,5(')25)227,1*25%$6(',0(16,216+2:1217+('5$:,1*625$6',5(&7('%<7+(352-(&7*(27(&+1,&$/(1*,1((5 7+(2:1(56+$//5(7$,17+(6(59,&(62)$*(27(&+1,&$/(1*,1((572(;$0,1()281'$7,2162,/72(1685(7+$77+($&78$/)281'$7,2162,/675(1*7+0((7625(;&(('67+$7,1',&$7('217+('5$:,1*68168,7$%/(62,/6$5('(),1('$6$1<62,/7+$7'2(6127+$9(68)),&,(17%($5,1*&$3$&,7<25:,//&$86((;&(66,9(:$//6(77/(0(175(029(62,/1270((7,1*7+(5(48,5('675(1*7+ 7+(2:1(56+$//5(7$,17+(6(59,&(62)$*(27(&+1,&$/(1*,1((572'(7(50,1(,)7+()281'$7,2162,/6:,//5(48,5(63(&,$/75($70(1725&255(&7,2172&21752/727$/$1'',))(5(17,$/6(77/(0(17 ),//29(5(;&$9$7('$5($6:,7+68,7$%/(&203$&7('%$&.),//$65(&200(1'('%<7+(352-(&7*(27(&+1,&$/(1*,1((58.0 BASE COURSE NOTES 3/$&(%$6(0$7(5,$/6727+('(37+6$1':,'7+66+2:1217+('5$:,1*6832181',6785%('62,/625)281'$7,2162,/635(3$5('$6',5(&7('%<7+(352-(&7*(27(&+1,&$/(1*,1((5$ (;7(1'7+(/(9(/,1*3$'/$7(5$//<$7/($67,1&+(6,1)5217$1'%(+,1'7+(/2:(50267&21&5(7(5(7$,1,1*:$//81,7% 3529,'($**5(*$7(%$6(&203$&7('72,1&+(67+,&.0,1,080 &203$&7$**5(*$7(%$6(0$7(5,$/723529,'($/(9(/+$5'685)$&(21:+,&+723/$&(7+(),567&2856(2)81,76 35(3$5(%$6(0$7(5,$/672(1685(&203/(7(&217$&7:,7+5(7$,1,1*:$//81,76*$36$5(127$//2:('11.0 CAP UNIT INSTALLATION NOTES $33/<$'+(6,9(727+(723685)$&(2)7+(81,7%(/2:$1'3/$&(7+(&$381,7,172'(6,5('326,7,21 &87&$381,76$61(&(66$5<722%7$,17+(3523(5),7 %$&.),//$1'&203$&7727232)&$381,712.0 WALL CONSTRUCTION TOLERANCE NOTES :$//&216758&7,2172/(5$1&(6$ 9(57,&$/$/,*10(173/86250,186,1&+(629(5$1<)227',67$1&(:,7+$0$;,080',))(5(17,$/2),1&+(629(57+(/(1*7+2)7+(:$//% +25,=217$//2&$7,21&21752/)520*5$',1*3/$1% 675$,*+7/,1(63/86250,186,1&+(629(5$1<)227',67$1&(:,7+$0$;,080',))(5(17,$/2),1&+(629(57+(/(1*7+2)7+(:$//% &251(5$1'5$',86/2&$7,2163/86250,186,1&+(6% &859(6$1'6(53(17,1(5$',,3/86250,186)((7& ,00(',$7(3267&216758&7,21:$//%$77(5:,7+,1'(*5((62)7+('(6,*1%$77(52)7+(&21&5(7(5(7$,1,1*:$//81,76' %8/*,1*3/86250,186,1&+(629(5$1<)227',67$1&(14.0 FIELD QUALITY CONTROL AND QUALITY ASSURANCE NOTES ,167$//(5,65(63216,%/()2548$/,7<&21752/2),167$//$7,212)6<67(0&20321(176 7+(2:1(56+$//(03/2<$1,1'(3(1'(177+,5'3$57<63(&,$/,163(&725(;3(5,(1&(',16(*0(17$/5(7$,1,1*:$//&216758&7,21723(5)25048$/,7<$6685$1&(9(5,),&$7,212)7+(&255(&7,167$//$7,212)6<67(0&20321(176,1$&&25'$1&(:,7+7+(6(63(&,),&$7,216$1'7+('5$:,1*6 &255(&7:25.:+,&+'2(61270((77+(6(63(&,),&$7,216257+(5(48,5(0(1766+2:1217+('5$:,1*6$77+(,167$//(5 6(;3(16( 352-(&7*(27(&+1,&$/(1*,1((5723(5)250&203$&7,217(67,1*2)7+(5(,1)25&('%$&.),//3/$&('$1'&203$&7(',17+(5(,1)25&('%$&.),//=21($ 7(67,1*)5(48(1&<25$6',5(&7('%<352-(&7*(27(&+1,&$/(1*,1((5% 21(7(67)25(9(5<)((79(57,&$/2)),//3/$&('$1'&203$&7(')25(9(5</,1($/)((72)5(7$,1,1*:$//& 9$5<&203$&7,217(67/2&$7,21672&29(57+((17,5($5($2)7+(5(,1)25&('62,/=21(,1&/8',1*7+($5($&203$&7('%<7+(+$1'23(5$7('&203$&7,21(48,30(17 352-(&7*(27(&+1,&$/(1*,1((5727(67$//62,/352326(')2586(,17+(6(*0(17$/5(7$,1,1*:$//&216758&7,21,1&/8',1*62,/,17+()281'$7,215(7$,1('$1'5(,1)25&('=21(2)7+(:$//6729(5,)<&203/,$1&(:,7+7+(0$7(5,$/63(&,),&$7,216$1'(1*,1((5,1*3523(57,(613.0 UTILITY NOTES 87,/,7<,1)250$7,210$<127+$9(%((13529,'('727+((1*,1((52)5(&25')257+(35(3$5$7,212)7+(6(3/$16$1'7+(5()25(0$<127%(,1&/8'(',)87,/,7,(6$5(/2&$7(':,7+,17+(352326('5(,1)25&('=21(7+((1*,1((52)5(&25'0867%(127,),('35,2572&216758&7,212)7+(6(*0(17$/5(7$,1,1*:$//6725(9,(:7+('(6,*1$1'253/$1602',),&$7,216727+('(6,*1$1'253/$160$<%(5(48,5('$1'0$<7$.(83727(1%86,1(66'$<6 87,/,7,(60867%(3523(5/<'(6,*1('%<27+(5672:,7+67$1'$//)25&(6)5207+(6(*0(17$/5(7$,1,1*:$//81,765(,1)25&('62,/0$66$1'685&+$5*(/2$'6,)$1< 67250'5$,16$5(3521(72/($.,1*7+(5()25(,)$-2,17,1$67250'5$,1,6/2&$7(':,7+,1)((72)7+(5(7$,1,1*:$//7+(67250:$7(53,3(0867%(:$7(57,*+71(235(1(25,1*60867%(,167$//('$7$//672503,3(-2,176$6$0,1,080 :$7(5/,1(6,1&/8',1*,55,*$7,216<67(060867%(:$7(57,*+7:,7+,1)((72)7+(5(7$,1,1*:$///($.$*(%(+,1'$5(7$,1,1*:$//:,//,1&5($6(7+(+25,=217$/35(6685($*$,1677+(:$///($',1*72:$//)$,/85()257+,65($62168%685)$&(:$7(5/,1(6$1',55,*$7,216<67(066+28/'127%(,167$//('$%29(7+(5(,1)25&('=21(62)7+(5(7$,1,1*:$//25:,7+,1)((72)7+(5(,1)25&('=21(4.0 GENERAL NOTES 7+,66(72)6(*0(17$/5(7$,1,1*:$//3/$16$5(%$6('217+(3/$16$1''2&80(1765()(5(1&(',16(&7,21&+$1*(6727+(6(3/$1625'2&80(176,1&/8',1**5$',1*'5$,1$*(87,/,7,(6685&+$5*(/2$'625*(27(&+1,&$/3$5$0(7(560$<$))(&7:$//'(6,*15(48,5(0(1765('21((1*,1((5,1*6+$//%(127,),('2)$1<68&+&+$1*(672'(7(50,1(,):$//'(6,*102',),&$7,216$5(1(('(' 7+,66(72)6(*0(17$/5(7$,1,1*:$//3/$16$5(%$6('63(&,),&$//<217+(:$//%(,1*&216758&7(':,7+$1&+259(57,&$%/2&.$1'0,5$*5,'5(,1)25&(0(17352'8&76$%62/87(/<1268%67,787,216$//2:(' /2&$7,212)7+(6(*0(17$/5(7$,1,1*:$//,15(/$7,21723523(57</,1(687,/,7<($6(0(176:$7(56+('($6(0(17625$1<27+(57<3(2)($6(0(176$5(7+(5(63216,%,/,7<2)7+(2:1(5257+(6,7(&,9,/(1*,1((55('21((1*,1((5,1*$6680(612/,$%,/,7<)257+(/2&$7,212)7+(6(*0(17$/5(7$,1,1*:$//25,)&216758&7,212)7+(352326('6(*0(17$/5(7$,1,1*:$//(1&52$&+(6$1<3523(57</,1(625($6(0(176 ,7,6,03(5$7,9(7+$77+(6,7(6859(<,1*2)7+(6(*0(17$/5(7$,1,1*:$//%('21(%<7+(6,7(&,9,/(1*,1((5256859(<25$1'0867%(%$6('21&20387(5*(1(5$7('6,7(*5$',1*3/$16$1'127352),/(3/$16'21(%<7+((1*,1((52)5(&25'6859(<,1*2)7+(6(*0(17$/5(7$,1,1*:$//08677$.(,172$&&28177+('(6,*1%$77(5,1',&$7('217+((1&/26('3/$16$1''(7$,/6)$,/85(727$.(,172$&&2817:$//%$77(5)256(*0(17$/5(7$,1,1*:$//6859(<,1*:,//352'8&(,1&255(&7/2&$7,2162)$//7232):$//6$1'6+$//%(&255(&7('$712&267727+((1*,1((52)5(&25'257+(6(*0(17$/5(7$,1,1*:$//&2175$&725 :$//*(20(75</2&$7,2166/23(6$1'685&+$5*(/2$'6)257+(6(*0(17$/5(7$,1,1*:$//6:(5(0($685(')5207+(*5$',1*3/$15()(5(1&('$%29(,)&21',7,2169$5<,17+(),(/')5207+26(6+2:1217+,63/$17+((1*,1((52)5(&25'0867%(127,),('35,2572&216758&7,212)7+(6(*0(17$/5(7$,1,1*:$//6725(9,(:7+('(6,*1$1'253/$1602',),&$7,216727+('(6,*1$1'253/$160$<%(5(48,5('$)7(57+(5(9,(:$1'0$<7$.(83727(1%86,1(66'$<672&203/(7( ,)7+(5($5(',6&5(3$1&,(6%(7:((1$1<,1)250$7,21217+(6(3/$16$1',1)250$7,21,17+(352-(&763(&,),&$7,2167+(025(5(675,&7,9(,1)250$7,217$.(635(&('(1&(18.0 ANCHOR WALL ICC REPORT$1&+25:$//6<67(0,&&(65(3257(6519.0 APPLICABLE BUILDING CODE$//&216758&7,216+$//&21)250727+(&$/,)251,$%8,/',1*&2'(5.0 SEGMENTAL RETAINING WALL CONTRACTOR QUALIFICATIONS 7+(:$//&2175$&7256+$//'2&80(17&203/,$1&(:,7+7+()2//2:,1*(;3(5,(1&(5(48,5(0(176 $0,1,0802)),9(<($56,1:+,&+7+(&2175$&725+$6%8,/76(*0(17$/5(7$,1,1*:$//6:,7+$727$/)$&($5($12/(667+$1648$5()((7 &216758&7,212)$0,1,0802)648$5()((7:,7+7+(63(&,),('$1&+25%/2&.81,76 &216758&7,212)$7/($67),9(6(*0(17$/5(7$,1,1*:$//62)$6,0,/$5+(,*+7$1'6,=($67+26(63(&,),('+(5(,116.0 SUBMITTALS 7+(*(27(&+1,&$/(1*,1((56+$//68%0,79(5,),&$7,21725('21((1*,1((5,1*35,25727+(67$572)6(*0(17$/:$//&216758&7,217+$7$//62,/6352326(')25&216758&7,210((77+(5(48,5(0(1762)7+,663(&,),&$7,215(7$,1,1*:$//6<67(06,1&35(3$5(')257+((;&/86,9(86(2)',675,%87,21:$<9,67$&$7(/GLVWULEXWLRQZD\YLVWDFDSKRQHPDWW#UHGHQJLQHHULQJFRPSUHSDUHGE\R:\1 Active projects\Marja Acres\Construction Drawings\C870-21015NN0.dwg, SHEET 28, 11/1/2021 10:29:23 AM0%,$0 ANCHOR MARJA ACRES RETA N NG WALL PLANS ANCHOR RETAINING WALL DESIGNED FOR INTERNAL AND EXTERNAL STABILITY ONLY. GEOTECHNICAL ENGINEER OF RECORD TO CONFIRM SITE GLOBAL STABILITY. DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, LIMITED TO WORK TO BE DONE ON SHEETS 28-, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. RED ONE ENGINEERING, INC. 1295 DISTRIBUTION WAY VISTA, CA 92081 PHONE: 760-410-1665 av 11!!.t:<{il,,c ""' EXPIRES 09-30-DATE: ___ _ "AS BUil T" RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DA TE fSHml8 CITY OF CARLSBAD ~ t-----+--+----------------+-----+--t----+------1 ~ ENGINEERING DEPARTMENT l....§Q_j l----+--+----------------+----+--1----+-----I ~--------------~----------------f--1-1--------------1--1-1-_1_1 ROUGH GRADING PLANS FOR: MARJA ACRES :~ 1::: t: ANCHOR RETAINING WALL PLANS ~~ 1::~ GR2O21-OOD6 TITLE SHEET AND NOTES SOP 201s-0001 ·-■ APPROVED: JASON S. GELDERT t-----+--+----------------+-----+--t----+------1 Jf;EIR!Ni;°:;t;GER RCE 63912 EXPIRES 9/YJ/22 DAlE ___ _ DWN BY: MMM I PROJECT NO. I DRAWING NO. CHKD BY: --CT 16-07 529-9A RVWD BY: engineering Inc GIGGRID DA 1E INITIAL ENGINEER OF WORK DA 1E INITIAL DA 1E INITIAL REVISION DESCRIPTION OlHER APPROVAL CllY APPROVAL DocuSign Envelope ID: 470614E5-43B1-49E9-B3F7-71E9545517E1 5(7$,1,1*:$//6<67(06,1&35(3$5(')257+((;&/86,9(86(2)',675,%87,21:$<9,67$&$7(/GLVWULEXWLRQZD\YLVWDFDSKRQHPDWW#UHGHQJLQHHULQJFRPSUHSDUHGE\R:\1 Active projects\Marja Acres\Construction Drawings\C870-21015NN0.dwg, SHEET 29, 11/1/2021 10:29:33 AM0$;+7 :$//0$;+7 0$;+7 0$;+7 0$;+7 0$;+7 0$;+7 0$;+7 0$;+7 0$;+7 0%,$0 ------------------I '--------'::::ia... ---~.::::--~--= -------✓----- -( ---------__,, ---~ I / --:....-----:::..-I ------I I ----:.._---/-/. -----// I _--1-----1-----I I I --...-----ANCHOR engineering Inc -.:::=:::---EL CAMINO REAL --SCALE: 1 "= 50' WALL #2 I / / -/ -/ / -7 / r -1 _1 I GIGGRID -✓ -1----, I I--'-\ \..--' ' --r I I _/. -\ ~ ' ' ~ ~ ,--1 ' ' \~ I I ~, _L ---, I I -I -I --\ -I \ -I --~--/~ ~= ~-\ \ 0 ----...---....... / ---...... _..-....... ,,,,,,,.-/" .,,... .,,... ....... / / / ./ ./ ./ -/ ...-/ / ...-~.,.,. 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GELDERT ~NEiiliNG0iU'AGER RCE 63912 EXPIRES 9 30 22 DAlE ___ _ DWN BY: MMM CHKD BY: __ _ RVWD BY: PROJECT NO. 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DATE REVIEWED BY: LEGEND INSPECTOR DATE 4" CAP UNIT c:B:I ~ CITY OF CARLSBAD ~ 8" CAP UNIT c:8:1 VERTICA UNIT CJ 4 ENGINEERING DEPARTMENT 0 PLANTER UNIT f1/ U/ /21/ fa'.1/A ROUGH GRADING PLANS FOR: MIRAGRID 3XT MIRAGRID 8XT MARJA ACRES PUD 16-09 -fltlli~~ SUP 18-02 FINISH GRADE -------II 1~ed HDP 18-02 TOP OF WALL TW I t: ANCHOR RETAINING WALL PLANS CDP 18-JJ . GR2021-0006 WALL #3, #4 PROFILE SDP 2018-0001 BOTTOM OF WALL BW QQt:lSIB!.!Q]Qt:l t:lQIE POINT OF CURVE PC , /~~ I APPROVED: JASON S. GELDERT ~ No. 68429 m POINT OF TANGENT PT 1. SAFETY RAILING REQUIRED WHERE EXPOSED WALL one EiGiNEiiliNG0 ~AGER GRID CHANGE I HEIGHT IS GREATER THAN 30" SEE DETAIL G/40. * * GIGGRID RCE 63912 EXPIRES 9/30/22 DAlE ~ "" 1'1' C/V\\. ~ DWN BY: MMM I PROJECT NO. I DRAWING NO. OF C~\.\~ DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: engineering Inc ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL RVWD BY: CT 16-07 529-9A DocuSign Envelope ID: 470614E5-43B1-49E9-B3F7-71E9545517E1 5(7$,1,1*:$//6<67(06,1&35(3$5(')257+((;&/86,9(86(2)',675,%87,21:$<9,67$&$7(/GLVWULEXWLRQZD\YLVWDFDSKRQHPDWW#UHGHQJLQHHULQJFRPSUHSDUHGE\R:\1 Active projects\Marja Acres\Construction Drawings\C870-21015NN0.dwg, SHEET 35, 11/1/2021 10:41:54 AM0$;+7 0%,$0 90 I 90 :RID LENdll-1 • 5.:' 88 , ,cOO;Oo-Tb-2'!'26:o;; 88 86 !!! ~· 86 ..; ~-84 "' 84 + ~ 01-----FINISHED GRADE AT -I T□P □F WALL II __,' II 82 I ... 82 u 80;5D T"-' _a_ ✓ -80 ' ' ---,---r 80 ' ' ' ' ' -~ I ' ' ' ' ' ' ' ' ' ' ' ' ,, ' ' ' ' ' ' ' ' ' ' ' ' ' ,, ' ' ' I I I 78 ' ' ' ' ' ' ' ' ' ~ ' 78 ---' '--' ' '---'--' ---' L----'-----' ' ' L----'-----' L-'---'--' ' '---' L----' ' '--' ' ---'-----' L----'--' '---' -• _, L----' 76 "' /'t>,"-'1 DW I 76 '\ I 74 ~ SUBDRAIN □UTLET L□CA TI□ FINISHED GRADE AT .J 74 C□NNECT T□ Sli□RM DRAIN B□TT□M □F WALL 72 72 --1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 1+90 2+00 2+10 2+20 2+30 ANCHOR RETAINING WALL #.7 PROFILE SCALE: 1"= 6' H:V 82 I I 82 Gb ---V-= -• --I_ ' -~ID I.ENGTH -GLL__13.0' I_ ' G~9.0' Gb -10.0' RID U:NGTH -1-3. -15.0' 1-GL-1 o.o~ GRID I.ENGTH -ao 80 ,,cOO!Ou 1,c09;0;; ;,c15;00 , ,c21:do-TO-H·42c75 .~42c75-T0-1,c's5;25 ,c55:25-1--1T59;25--H65;25-. o-1ai--75:00-80 To ----To TO 78 1±09 on H-15.00 1±21.00 0. !!' ±59.25_ 1--1±65.25 78 9 pj ,,._ "' N + ;!l 76 .. 76 -1 ~ 4' ''-... . ,-.l __,' T' -74 :a: 73,00 Tl,/ ![-II 74 ~INISHE:D GRADE: 11\T ' u 72 '\ -~-'-+ -{ _,_ -lb 72 I□e □E 'w'.1°-L ~ ' ' I ' '\ ' ' ' ' ~ 70 70 ~ I I I I I I I I I I I I I I I ' ' ' ' ' ' I 68 +-on. 68 ~. 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'75 66 :ir 64 ?;t,.1'4-.15 64 62 62 60 60 lclNISHED-GRADE-AT 58 ~~•• T\J --I I T□e □f '<l0Ill 58 -> '~ ' ' I 56 I ' ' ' ' ' ' ' ' ' ' ' I I ' ' I I ' ' ' ' ' I I I I I I • 1 I I I I I 56 _SA~, ' ' -~-' ' ' ' ' ' I ' I I ' I ' ' 'I I I ' " I I I I I I I ~ ~' -· 54 ' ' ' ' ' ' ' ' I ' I I ' I ' ' 'I I ' I 'I ' ' ' I ' ~ 54 ' ' -' ' ' ' ,, ' ' ' I ' ' ' ' ' ' ' ' ' ' ' ' I -52 ' ' ' ,, ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' -~~ 52 -~. -' ' ' ' ' I 'I I ' ' ' I 'I ' I ' ' I I ' I ' ' I . , ,-.. 50 I '' ' ' ' I 'I I ' ' ' I 'I ' I ' ' I I ' I ' ' 7"<7 50 "~lSl:ED GaAJ)E AT .J ' ' I II ' ' ' I I ' ' ' ' I I ' " ' I , I ' ' ' ' I I ' ' ' ' ' ' ' ' ' ' I .I ---_,_ 48 B□TT□M □F WALL ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' 48 I ' -' I ~ I I ' ' ' I ' ' ' I -~ 46 ' ' ' ' I ' --1-' ' " ' ' I' I ' --~ ' ' ' --" 46 ' ' " ' ' --" " " ·-• . _,_ .. 44 ' I I ' ' ' ' I , I ' ' :,_~I 44 44.00 Bl,/ '\ 42 \... SUB DRAIN □UT LET L□CA TI□N 42 □UTLET T□ GRADE 40 40 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 1+90 2+00 2+10 2+20 2+30 2+40 ANCHOR RETAINING WALL #_9 PROFILE SCALE: 1"= 6' H: V "AS BUil T" RCE EXP. DATE REVIEWED BY: LEGEND INSPECTOR DATE 4" CAP UNIT c:B:I ~ CITY OF CARLSBAD ~ 8" CAP UNIT c:8:1 VERTICA UNIT CJ 5 ENGINEERING DEPARTMENT 0 PLANTER UNIT f1/ U/ /21/ fa'.1/A ROUGH GRADING PLANS FOR: MIRAGRID 3XT MIRAGRID 8XT MARJA ACRES PUD 16-09 -fltlli~~ SUP 16-02 FINISH GRADE -------II 1~ed HDP 16-02 TOP OF WALL 1W I t: ANCHOR RETAINING WALL PLANS CDP 16-JJ . GR2021-0006 WALL ,a, #9 PROFILE SOP 2018-0001 BOTTOM OF WALL BW QQt:lSIB!.!Q]Qt:l t:lQIE POINT OF CURVE PC , /~~ I APPROVED: JASON S. GELDERT ~ No. 68429 m POINT OF TANGENT PT 1. SAFETY RAILING REQUIRED WHERE EXPOSED WALL one ~~Nt~tGER GRID CHANGE I HEIGHT IS GREATER THAN 30" SEE DETAIL G/40. * * GIGGRID RCE 63912 EXPIRES 9/YJ/22 DAlE ~ ,.. 1"1' C/V\\. ~ DWN BY: MMM I PROJECT NO. I DRAWING NO. OF C~\.\~ DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: engineering Inc ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CllY APPROVAL RVWD BY: CT 16-07 529-9A DocuSign Envelope ID: 470614E5-43B1-49E9-B3F7-71E9545517E1 5(7$,1,1*:$//6<67(06,1&35(3$5(')257+((;&/86,9(86(2)',675,%87,21:$<9,67$&$7(/GLVWULEXWLRQZD\YLVWDFDSKRQHPDWW#UHGHQJLQHHULQJFRPSUHSDUHGE\R:\1 Active projects\Marja Acres\Construction Drawings\C870-21015NN0.dwg, SHEET 36, 11/1/2021 10:43:09 AM0$;+7 0$;+7 0%,$0 88 I 88 -~ID lENG1H+7. -• -RID lENd.lH -11. -• -RID lENd.lH -!F' 86 ' 'L . -·oo:00 TO 1at;16:5u ,T16:50 Tb 1T85: __ ,-1'85:50 '[0 2'1'11.75 86 84 ~-84 .. 0 ~---U")· 82 .. _ O:? ,. 82 ---m ij t. -.. -I .;.,· 80 , ... 80 ii: II 78,67 'I"-" -~ ,. u ~ 78 --Q. ~a RAD~A 5! 78 ---FINISHED G I ' ' I Q. / 'fl:IP l:IF VA • • II ,of C I ~-/ + ~-76 ---76 w / I ' ' 'I o I I I I I I I ' ''-a, I ,-I I I I I I I ' ' I ' ' I I I I I I I I I I ' " .t. 74 < II 74 " I I I I I I I " ' " ' ' I I I I -' I I ' I' ' ' ' I I 'I ' ' ' I I ~ --Q. 72 --· ___, ff-' , -+-' -< 72 , •. ,_6_7-' ' ' ' , ' 'I ' ' ' ' I 71.DD TV I ' ' I ' ' I I I --' I II I I II I I I I I I I I I I~ ' " ,:.~ ' 70 ~ .~. -_,_,, ---70 I • _,_D.l µ, " ' ' I I ' ' ' ' I FINISHED GRADE AT ...J I I I I I 68 B TT□M □F V LL I / ·gg, . 68 66 SUBDRAIN □UTLET l!.□CATI□N ~ 66 □WTLET T□ CURB FACE 64 I 64 I 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 1+90 2+00 2+10 ANCHOR RETAINING WALL #.1 0 PROFILE SCALE: 1"= 6' H: V 78 78 --10 1£NGffl = 10,"" ~RID lENGjTH 1-3."1 76 , '!'00:00 'TO-i'1'37:5u ,-1'37.50 Tb-2'1'44:0u 76 74 74 "' .. ,-·~ ., .. ~ 72 -"'· ~-72 ~: ,_ .... i .. a,_ ct-I-d ST□RM DRAIN THR□WGH FACE ~ FINISHE• GRADE AT ,~ + ~ ST□R DRAIN THRmUGH FACE 70 ., -70 □F VAILL SEE DETAIL J/ TmP □F VALL \ I □F VALL SEE DETAIL J/ ,r ,-+ ' . . 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B□JT□M □F VALL 54 54 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 1+90 2+00 2+10 2+20 2+30 2+40 ANCHOR RETAINING WALL tJ.11 PROFILE SCALE: 1"= 6' H:V "AS BUil T" RCE EXP. DATE REVIEWED BY: LEGEND INSPECTOR DATE 4" CAP UNIT c:B:I ~ CITY OF CARLSBAD ~ 8" CAP UNIT c:8:1 VERTICA UNIT CJ 6 ENGINEERING DEPARTMENT 0 PLANTER UNIT f1/ U/ /21/ fa'.1/A ROUGH GRADING PLANS FOR: MIRAGRID 3XT MIRAGRID 8XT MARJA ACRES PUD 16-09 -fltlli~~ SUP 16-D2 FINISH GRADE -------II 1~ed HDP 16-D2 TOP OF WALL TW I t: ANCHOR RETAINING WALL PLANS CDP 16-JJ . GR2021-0006 WAU. #10, #11 PROFILE SOP 2018-0001 BOTTOM OF WALL BW QQt:lSIB!.!Q]Qt:l t:lQIE POINT OF CURVE PC , /~~ I APPROVED: JASON S. GELDERT ~ No. 68429 m POINT OF TANGENT PT 1. SAFETY RAILING REQUIRED WHERE EXPOSED WALL one ~N&mNG,1NAGER GRID CHANGE I HEIGHT IS GREATER THAN 30" SEE DETAIL G/40. * * GIGGRID RCE 63912 EXPIRES 9/YJ/22 DAlE ~ "" 1'1' C/VI"-~ DWN BY: MMM I PROJECT NO. I DRAWING NO. OF C~\_\~ DAlE INITIAL DAlE INITIAL DAlE INITIAL CHKD BY: engineering Inc ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CllY APPROVAL RVWD BY: CT 16-07 529-9A DocuSign Envelope ID: 470614E5-43B1-49E9-B3F7-71E9545517E1 $QFKRU9HUWLFD5HWDLQLQJ:DOO7<3,&$/3/$17$%/(:$//6(&7,21127726&$/(:$//$ 25&$381,73(5352),/(9(57,&$%/2&.'(6,*1+(,*+73(5352),/($9*%$77(5 5(7$,1('62,/)281'$7,2162,/3/$17(5%/2&.5(,1)25&('62,/39&6'53(5)25$7('68%'5$,1:5$33(',1&8)7)7*5$9(/$1'0,5$),1),/7(5)$%5,&39&6'53(5)25$7('68%'5$,1287/(7/2&$7,213(5352),/(*(2*5,'/(1*7+3(5352),/(:,'('5$,1$*(&2/801&586+('52&.),1,6+('*5$'(3(5*5$',1*3/$1)*9$5,(63(5*5$',1*3/$1 0,1),1,6+('*5$'($7%:%85,$/3(5352),/(%$&.6/23(9$5,(6/(9(/720$; 6(&21'$5<5(,1)25&(0(173(5352),/($QFKRU9HUWLFD5HWDLQLQJ:DOO7<3,&$/1213/$17$%/(:$//6(&7,21127726&$/(:$//%),1,6+('*5$'(&$381,73(5352),/(0,1,080&203$&7('*5$9(//(9(/,1*3$''(6,*1+(,*+73(5352),/((;326('+(,*+7 :,'('5$,1$*(&2/801&586+('52&.)281'$7,2162,/5(7$,1('62,/5(,1)25&('62,/9(57,&$%/2&.*(2*5,'/(1*7+%$&.6/23(9$5,(6/(9(/720$;0,5$),*(2*5,'5(,1)25&(0(177<3 39&6'53(5)25$7('68%'5$,1287/(7/2&$7,213(5352),/(0,1,080&203$&7('*5$9(//(9(/,1*3$'0,5$),*(2*5,'5(,1)25&(0(177<36$)(7<5$,/,1*5(48,5(':+(5((;326(':$//+(,*+7,6*5($7(57+$16(('(7$,/*),1,6+('*5$'(3(5*5$',1*3/$1),1,6+('*5$'($7%:%85,$/3(5352),/(%,2),/75$7,21%$6,16(&7,213(5*5$',1*3/$1,03(50($%/(/,1(53(5*5$',1*3/$1(;7(1'83)$&(2):$//720$;:6($QFKRU9HUWLFD5HWDLQLQJ:DOO7<3,&$/:$//6(&7,21$7%$6,1127726&$/(&%$6,1)*3(5*5$',1*3/$1&$381,73(5352),/('(6,*1+(,*+73(5352),/((;326('+(,*+7 :,'('5$,1$*(&2/801&586+('52&.)281'$7,2162,/5(7$,1('62,/5(,1)25&('62,/3(5)25$7('39&6'568%'5$,1:5$33(',1&8)7)7*5$9(/$1'0,5$),1),/7(5)$%5,&9(57,&$%/2&.*(2*5,'/(1*7+3(5352),/(0,5$),*(2*5,'5(,1)25&(0(177<30$;6/23(0,5$),1),/7(5)$%5,& 0,1:5$3723$1'%277203/$&(),/7(5)$%5,&:5$3727232)*5$7(0,1:$// 0,1,080&203$&7('*5$9(//(9(/,1*3$' 39&6'53(5)25$7('68%'5$,1287/(7/2&$7,213(5352),/(),1,6+('*5$'(3(5*5$',1*3/$1$QFKRU9HUWLFD5HWDLQLQJ:DOO7<3,&$/:$//6(&7,21$7&21&5(7((1(5*<',66,3$725127726&$/('25&$381,73(5352),/(9(57,&$%/2&.'(6,*1+(,*+73(5352),/($9*%$77(5 5(7$,1('62,/3/$17(5%/2&.5(,1)25&('62,/12%$&.'5$,15(48,5('$77+(&21&5(7((1(5*<',66,3$725:$//67$7239&6'53(5)25$7('68%'5$,1287/(7/2&$7,213(5352),/(*(2*5,'/(1*7+3(5352),/(:,'('5$,1$*(&2/801&586+('52&.),1,6+('*5$'(3(5*5$',1*3/$13/$&(/2:(67%/2&.)/86+:,7+7232)&21&5(7(123+<6,&$/&211(&7,211(&&(6$5< 6(&21'$5<5(,1)25&(0(173(5352),/(0,5$),*(2*5,'5(,1)25&(0(177<302',),(''&21&5(7((1(5*<',66,3$7253(56+((7 6$)(7<5$,/,1*5(48,5(':+(5((;326(':$//+(,*+7,6*5($7(57+$16(('(7$,/*6$)(7<5$,/,1*5(48,5(':+(5((;326(':$//+(,*+7,6*5($7(57+$16(('(7$,/*6$)(7<5$,/,1*5(48,5(':+(5((;326(':$//+(,*+7,6*5($7(57+$16(('(7$,/*5(7$,1,1*:$//6<67(06,1&35(3$5(')257+((;&/86,9(86(2)',675,%87,21:$<9,67$&$7(/GLVWULEXWLRQZD\YLVWDFDSKRQHPDWW#UHGHQJLQHHULQJFRPSUHSDUHGE\R:\1 Active projects\Marja Acres\Construction Drawings\C870-21015NN0.dwg, SHEET 37, 11/1/2021 10:44:09 AM0%,$0 1~ed one engineering Inc I GIGGRID DA 1E INITIAL ENGINEER OF WORK 0 1/,~ DA 1E INITIAL DA 1E INITIAL REVISION DESCRIPTION OlHER APPROVAL CllY APPROVAL " RCE __ REVIEWED BY: INSPECTOR AS BUil T" EXP. __ _ I SHEET I CITY 37 ENGIN£J:G ~E¾,,~kSBAD ROUGH GRADING ENT PLANS FOR: DATE DATE ~ UQ_J GR2021-oootN~,i~N1~~~~~N i~ ]Egj APPROVED: AL WALL SECTIONS S CDP 16-JJ T;,,,. {),..,,.. tt le,. SOP 2018-0001 ENGIN JASON S. GELDERT EIRING MANAGER RCE 63912 DWN BY ___..._ EXPIRES 9 30 22 DAlE CHKD B~: MMM I PROJECT NO RVWD BY: . CT 16-07 I DRAWING NO . . 529-9A DocuSign Envelope ID: 470614E5-43B1-49E9-B3F7-71E9545517E1 $QFKRU9HUWLFD5HWDLQLQJ:DOO5(,1)25&(0(17&211(&7,21'(7$,/127726&$/(&$QFKRU9HUWLFD5HWDLQLQJ:DOO2876,'(&859('(7$,/6127726&$/($$QFKRU9HUWLFD5HWDLQLQJ:DOO,16,'(&859('(7$,/6127726&$/(%$QFKRU9HUWLFD5HWDLQLQJ:DOO/(9(/,1*3$'67(3'(7$,/127726&$/()0,13/$&(*(2*5,'29(5/2&$725127&+(;7(1'*(26<17+(7,&5(,1)25&(0(1772:,7+,12)/2:(5%/2&.)$&(0,167(33/$&(5(,1)25&(0(17627+$7/,77/(251229(5/$32&&856,17+(5$',86$5($,)29(5/$32&&8563/$&(72,1&+(62)6$1'%(7:((17+(5(,1)25&(0(17/$<(5667(3/$<7+(1(;7&2856(2)%/2&.0$.($0$5.217+(%$&.2)7+(%/2&.6,17+($5($67+$7$5(1275(,1)25&('%$&.),//$1'&203$&77+$7&2856(67(33/$&(5(,1)25&(0(17,17+($5($6:+(5(7+(0$5.66+2:*$36,17+(/2:(55(,1)25&(0(173$77(51&217,18(1250$/:$//&216758&7,215(3($7,1*7+(6(67(36$61(('('35,0$5<675(1*7+',5(&7,21//72,1&+(62)62,/),//5(48,5('%(7:((129(5/$33('5(,1)25&(0(17)253523(562,/$1'5(,1)25&(0(17,17(5$&7,2135,0$5<675(1*7+',5(&7,21//3/$&($'',7,21$/5(,1)25&(0(17217+(1(;7&2856(2)6(*0(17$/81,7,00(',$7(/<$%29(7+(63(&,),('3/$&(0(17(/(9$7,21,1$0$11(57+$7(/,0,1$7(6*$36/()7%<7+(35(9,286/$<(52)5(,1)25&(0(17$77+(63(&,),('5(,1)25&(0(17(/(9$7,210,1,080&203$&7('*5$9(//(9(/,1*3$'1$7,9(62,/$QFKRU9HUWLFD5HWDLQLQJ:DOO,620(75,&%/2&.9,(:6127726&$/('%(9(/('81,7&$381,7&$381,7'(7$,/2))(1&(3267,167$//$7,2186,1*6/((9(,7127726&$/(*6/((9(,7;'((3%/2&.81,76$)(7<5$,/,1*3(5'(7$,/216+((75(,1)25&('%$&.),//=21(&$381,76(7326,7,212)6/((9(,00(',$7(/<%(+,1'7230267%/2&.81,7),//6/((9(:,7+&21&5(7(6(7)(1&(3267*(2*5,'&877+(*(2*5,'$5281'7+(6/((9(,76<67(0$61(&(66$5<3(5)25$7('/,'32&.(772:(5%$6()((781,7%$&.7239,(:6,'(9,(:)52179,(:,620(75,&9,(:$QFKRU9HUWLFD5HWDLQLQJ:DOO:$<3/$17(5%/2&.9,(:6127726&$/((&87*(2*5,'$5281'67250'5$,13,3(&876/,7,1*(2*5,'72$//2:0$7(5,$/72/$<'2:1%(+,1'6758&785(9(57,&$%/2&.$QFKRU9HUWLFD5HWDLQLQJ:DOO9(57,&$/67250'5$,1,15(,1)25&('=21(127726&$/(+0$;,0800$;,08067250'5$,13,3(67250'5$,13,3($QFKRU9HUWLFD5HWDLQLQJ:DOO+25,=217$/67250'5$,1,15(,1)25&('=21(127726&$/(,7<306(:$//7<3*(2*5,'/$<(57<3*(2*5,'/$<(57<306(:$//6$)(7<5$,/,1*3(5'(7$,/216+((73/$&(6/((9(,7%(/2:7232):$//'5$,1$*(',7&+3(5'(7$,/216+((7)(1&(326772352758'(7+528*+'5$,1$*(',7&+6$)(7<5$,/,1*$7'5$,1$*(',7&+6$:&87%/2&.81,7672:,7+,12)3,3(9(57,&$%/2&.&$3%/2&.$QFKRU9HUWLFD5HWDLQLQJ:DOO67250'5$,17+528*+)$&(2):$//127726&$/(-6$:&87%/2&.81,7672:,7+,12)3,3(&87*(2*5,'$5281'67250'5$,13,3(*(2*5,'%(<21'($&+6,'(2)3,3(5(7$,1,1*:$//6<67(06,1&35(3$5(')257+((;&/86,9(86(2)',675,%87,21:$<9,67$&$7(/GLVWULEXWLRQZD\YLVWDFDSKRQHPDWW#UHGHQJLQHHULQJFRPSUHSDUHGE\R:\1 Active projects\Marja Acres\Construction Drawings\C870-21015NN0.dwg, SHEET 38, 11/1/2021 10:44:14 AM0%,$0 r l 8 8 8 *SAEFTY RAILING REQUIRED WHERE EXPOSED WALL HEIGHT IS GREATER THAN JO". **FENCING SYSTEMS APPROVED FOR USE WITH THE SLEEVE-IT ARE LIMITED TO THE FOLLOWING HEIGHTS: CHAIN LINK -UP TO 8-FT, PRIVACY -UP TO 6-FT (WOODEN, PVC, METAL). POST SIZE 4"X4" MAX. 1 O' MAX. POST SPACING. 8 8 8 8 GIGGRID engineering Inc /IRRIGATION C HANNEL L....J......_11 ----'---'I I : ' ,_ I--I 8 8 8 "AS BUil T" RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE fsHEEil8 CITY OF CARLSBAD 1-----;---+----------------t-----t---i----;i----; ~ ENGINEERING DEPARTMENT 1---t---+----------------+------11----+----t------1 DA 1E INITIAL DA 1E INITIAL DA 1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ROUGH GRADING PLANS FOR: MARJA ACRES :~ 1::: ANCHOR RETAINING WALL PLANS ~~ 1::~ GR2O21-OOO6 CONS"IRUCllON DETAILS SDP 201s-0001 APPROVED: JASON S. GELDERT ~NEiiiN1t:.t ... GER RCE 63912 EXPIRES 9 30 22 DWN BY: MMM CHKD BY: __ _ RVWD BY: PROJECT NO. CT 16-07 DAlE I DRAWING NO. . 529-9A ~--------DocuSign Envelope ID: 470614E5-43B1-49E9-B3F7-71E9545517E1 (5,*(76'(52)&$/,)251,$67$7(2)253,66(/$11 5((1,*(([S661(7&88575/$8+*1$0+1*1<8 0%,$0 DESIGN BASIS: A. APPLICABLE CODES: 2019 CALIFORNIA BUILDING CODE. NOTE: OTHER CODES LISTED WITHIN THE STRUCTURAL GENERAL NOTES MUST BE APPLICABLE TO THIS PROJECT AS ADOPTED BY UFC. B. GRAVITY LOADS: 1. SURCHARGE LOADS: 2. SURCHARGE LOADS (TRAFFIC): C. LATERAL LOADS: 1. EARTHQUAKE LOADS (STRENGTH LEVEL FORCES): UNIFORM 100 psi 250 psi RISK CATEGORY 11 SEISMIC IMPORTANCE FACTOR IE = 1.0 SITE CLASS D SEISMIC DESIGN CATEGORY D Ss = 0.991g (MAPPED MCE* SPECTRAL RESPONSE ACCELERATION @SHORT PERIODS) S1 = 0.362g (MAPPED MCE' SPECTRAL RESPONSE ACCELERATION@ 1.0 SEC.) S0s = 2/3 ~s = 0.729 S01 = 2/3 ~1 = 0.473 * MCE =MAX.CONSIDERED EARTHQUAKE RESPONSE (MCERJ GROUND MOTION. 2. WIND LOAD (STRENGTH LEVEL FORCE): MAIN WIND FORCE RESISTING SYSTEM: METHOD OF ANALYSIS: BASIC WIND SPEED EXPOSURE CATEGORY RISK CATEGORY Knowwhat's below. Call before you dig. DIRECTIONAL PROCEDURE 110mph C II SHOP DRAWINGS/SUBMITTALS: SYMBOLS: 1. PRIOR TO FABRICATION SUBMIT ASA MINIMUM THE FOLLOWING SHOP SUBMITTALS TO THE ARCHITECT/ENGINEER FOR REVIEW AND COMMENT: a. MIX DESIGN FOR: i. CONCRETE ~GRIDNO. ~---ii GROUT iii MORTAR 2. STEEL REINFORCING LISTS AND QUANTITIES AND LENGTHS OF MATERIALS MUST BE THE RESPONSIBILITY OF THE CONTRACTOR TO ASSURE COMPLIANCE WITH THE PLANS. THE ENGINEER WILL NOT REVIEW THESE ITEMS. 3. REVIEW OF SHOP DRAWINGS BY THE STRUCTURAL ENGINEER IS FOR THE PURPOSE OF GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS. THE ERRORS IN DETAILING, FABRICATION, AND FOR CORRECT FITTING OF STRUCTURAL MEMBERS INCLUDING COORDINATION WITH OTHER TRADES MUST REMAIN THE RESPONSIBILITY OF THE CONTRACTOR. SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER DO NOT CONSTITUTE CHANGE ORDERS. PROPOSED CHANGES MUST BE SUBMITTED IN A LETTER OR DETAIL TO THE ARCHITECT/ENGINEER FOR APPROVAL. 4. TWO SETS OF SHOP DRAWINGS MUST BE SUBMITTED AT LEAST TWO WEEKS PRIOR TO THE SCHEDULED FABRICATION DATE. ONE SET CLEARLY MARKED WITH COMMENTS WILL BE RETURNED TO THE CONTRACTOR AND THE OTHER SET WILL BE RETAINED FOR OUR OFFICE RECORDS. ADDITIONAL COPIES REQUIRED FOR DISTRIBUTION MUST BE MADE BY THE CONTRACTOR FROM THE MARKED SET. GRIDNO. DETAIL NO. SHEET NO. WHERE DETAIL IS SHOWN ELEVATION NO. SHEET NO. WHERE ELEVATION IS SHOWN SECTION NO. 1 I fu 5. REPRODUCTION OF THESE STRUCTURAL DRAWINGS IS PROHIBITED FOR THE PURPOSE OF PREPARING SHOP DRAWINGS. SUBCONTRACTOR/FABRICATOR IS TO PROVIDE INDEPENDENTLY CREATED DRAWINGS BASED ON THE INFORMATION SHOWN IN THE CONTRACT DOCUMENTS. ABBREVIATIONS: A/C A.B. ACI ADJ. AFF AL. ALT. APA ARCH. ASTM BLW. BETWN. BLK. BLK'G BM B.N. B.O.F. BOTT. C CBC C.I.P. C.J. CL CLG. CLR CMU COL. CONC CONN. CONST. CONT. CSK CTR'D DBL DEG DEM DEP. DIA DIAG DIM DO D.T. DTL DWG OWL (E) Air Conditioning EA. Anchor Bolt E.F. Amencan Concrete E.J. Institute ELEC Adjacent EL. Above Finished Floor EMBED. Aluminum E.N. Alternate EQ. Amencan Plywood EQPT. Institute E.S. Architect, Architectural E.W. Amencan Society for EXP. Testing Materials EXT. Below F.F. Between F.G. Block FIN Blocking F.J. Beam FLR Boundry Nail F.N. Bottom of Footing FND. Bottom F.O. Channel F.O.C. California Building CodeF.O.M. Cast-in-Place F.O.S. Control Joint/ F.S. Ceiling Joist FT. Center line FTG. Ceiling FUT. Clear GA Concrete Masonry GAL Unit GD Column GLB Concrete Connection Construction Continuous Counter Sink Centered Double Degree Demolish, Demolition Depressed Diameter Diagonal Dimension Ditto Drag Truss Detail Drawing Dowel Existing G.T. GUSS. HD HOR HGR HORIZ H.P. HT. H.V.A.C IBC I.D. IN INCL INFO INS Each Each Face Expansion Joint Electnc, Electrical Elevation Embedment Edge Nail Equal Equipment Each Side Each Way Expansion Exterior Finished Floor Finish Grade Finish, Finished Floor Joist Floor Field Nail Foundation Face Of Face of Concrete Face of Masonry Face of Steel (Studs) Far Side Feet Footing Future Gauge Galvanized Grade, Grading Glued Laminated Beam Girder Truss Gusset Hold Down Header Hanger Horizontal High Point Height HeatingNentilation/ Air Conditioning International Building Code Inside Diameter Inch Include Information Insulated INT. lntenor JST Joist JT. Joint L Length, Angle LAM Laminated LB Pound LG Long L.L. Live Load L.L.H. Long Leg Honzontal L.L.V. Long Leg Vertical L.P. Low Point LVR Louver MAS. Masonry MAX. Maximum M.B. Machine Bolt MECH. Mechanical MED. Medium MEZZ. Mezzanine MFR Manufacturer MID Middle MIN. Minimum MISC. Miscellaneous M.O. Masonry Opening MT. Mount, Mounted, Mounting MTL Metal N. North N.I.C. Not In Contract NO. Number NOM. Nominal N.S. Near Side N.T.S. Not To Scale o.c. On Center O.D. Outside Diameter O.H. Opposite Hand, Overhead OPNG Opening PAR Parallel P.C.C. Precast Concrete P.C.F. Pounds per Cubic Foot PENT. Penetration PL. Plate, Property Line R. Plate PLY. Plywood PNL. Panel P.S.F. Pounds per Square Foot P.S.I. Pounds per Square Inch P.T. Pressure Treated R,RAD. Radius REF. Reference REINF. Reinforcement REQ. Required SHEET NO. WHERE SECTION IS SHOWN RET. Return REV. Revision, Revised RF. Roof RFT. Rafters RM. Room RO. Rough Opening RS. Rough Sawn RT. Roof Truss s. South SCHED. Schedule SEC. Section SEP. Separation SHT. Sheet SIM. Similar SLRS Seismic Lateral Resisting System S.M.S. Sheet Metal Screw SMTG. Sheeting SPEC. Specification(s) SQ. Square S.S. Stainless Steel STD. Standard STIFF. Stiffener STL. Steel STRUCT Structural SUSP. Suspended SYM. Symmetrical T&B Top & Bottom T&G Tongue & Groove T.C. Top of Curb THK Thick, Thickness T.N. Toe Nail T.O.B. Top of Beam T.O.C. Top of Concrete T.O.F. Top of Footing T.O.P. Top of Parapet T.O.S. Top of Steel T.O.W Top of Wall T.S. Tube Steel TYP. Typical U.N.O. Unless Noted Otherwise U.O.N. Unless Otherwise Noted V.B. Vapor Barrier VERT. Vertical V.I.F. Venfied in Field WI With W. West WO. Wood W/0 Without W.P. Water Proof GRID LINES-CENTER LINE GRID LINES-F.O. WALL DETAIL BUBBLE ELEVATION SECTION W.PT. Working Point WT. Weight W.W.F. Welded Wire Fabric W.W.M. Welded Wire Mesh SHEET INDEX: SHEET NO. SHEET TITLE 39 COVERSHEET 40 REQUIRED VERIFICATION AND INSPECTIONS 41 REQUIRED VERIFICATION AND INSPECTIONS 42 STRUCTURAL NOTES 43 GENERAL CONSTRUCTION DETAILS 44 GENERAL CONSTRUCTION DETAILS 45 CMU DETAILS 46 SITE STRUCTURE DETAILS 47 SITE STRUCTURE DETAILS 48 SITE STRUCTURE DETAILS 49 SITE STRUCTURE DETAILS 50 SITE STRUCTURE DETAILS 51 CONCRETE ENERGY DISSIPATOR DETAILS INDEX MAP ENERGY DISSPATOR, ID 51 A1 8MP BASIN PE SHEET 50 • • .. !/ <').. -t\\ 1' \ > ~"\:1; ,,: l'~ ,,,., .,...-~ \\ :: ' .. Ii \<1o ~ I ' ' ' -,. .. ,. .... _~ ·. ' f~~ . .. ...... ~ --... ~~ 1'T SMP 8-'SIN PER SHEET 50 ""-,. ....... "'I \ ► 'fl;,-; ,,.~ --I PER SHEET 50 -PER SHEET 49 NO SCAI.E "AS BUILT'' RCE __ _ EXP, ___ _ REVIEVED BY: INSPECTOR DATE DATE DECLARATION OF RESPONSIBLE CHARGE I hereby declare that i am the engineer of work for this project, limited to work to be done on sheets 39-51, that i have exercised responsible charge over the design of the project as defined in section 1----+--+-------------t----t---+----i--------i~g ~C_I_T_Y_O_F_C_A_R_L_SB_A_D_~o ~ _ ENGINEERING DEPARTMENT L___§Q_j 6703 of the business and professions code and that the design is consistent with current standards. I understand that the check of project drawings and specifications by the city of carlsbad does not relieve me, as engineer of work, of my responsibilities for project design. SMR-ISD CONSUL TING STRUCTURAL ENGINEERS, INC. 1495 PACIFIC HWY, SUITE 400 SAN DIEGO, CA 92101 PJOE: 619-294-6600 BY ~ DATE: 2021.10.11 HUNG MJH ~GUYEN, R.S.E. S4907 EXPIRES 09-30-23 IMAGINE-INNOVATE-INTEGRATE P: 619.294.6600 F: 619.294.6800 1495 Pacific Hwy, Suite 400 San Diego, CA 92101 www.smr-eng.com DATE INITIAL DA lE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL ROUGH GRADING PLANS FOR: MARJA ACRES CMU RETAINING WALL COVERSHEET GR2021-0006 APPROVED: PUD 16-09 SUP 16-02 HOP 16-02 CDP 16-33 SDP 2D1 B-0001 JASON S. GELDERT DATE DWN BY: __ _ PROJECT NO. CHKD BY: __ _ RVWD BY: CT 16-07 I DRAWING NO. . 529-9A ~--------DocuSign Envelope ID: 470614E5-43B1-49E9-B3F7-71E9545517E1 &0 ,(5,*(76'(52)&$/,)251,$67$7(2)253,66(/$11 5((1,*(([S661(7&88575/$8+*1$0+1*1<8 0%,$0 REQUIRED VERIFICATION AND INSPECTIONS: I STATEMENT OF SPECIAL INSPECTIONS, 2019 CBC I NOTATION USED IN TABLE TABLE 2A COLUMN HEADERS: REQUIRED VERIFICATION AND INSPECTION OF SOIL THIS "STATEMENT OF SPECIAL INSPECTIONS' IS SUBMITTED IN FULFILLMENT OF THE REQUIREMENTS OF CBC SECTIONS 1704AND 1705. FOR STRUCTURAL STEEL: QC QUALITY CONTROL (QC) AS SPECIFIED IN THIS AISC 360 MUST BE PROVIDED BY THE VERIFICATION AND INSPECTION CONT. PERIODIC THE SCHEDULE OF SPECIAL INSPECTIONS SUMMARIZES THE SPECIAL INSPECTIONS AND TESTS REQUIRED. FABRICATOR AND ERECTOR. 1. ~ VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE SPECIAL INSPECTORS WILL REFER TO THE APPROVED PLANS AND SPECIFICATIONS FOR DETAILED SPECIAL DESIGN BEARING CAPACITY. ---X INSPECTION REQUIREMENTS. ADDITIONAL TESTS AND INSPECTIONS REQUIRED BY THE APPROVED PLANS AND QA QUALITY ASSURANCE (QA) AS SPECIFIED IN THIS CHAPTER MUST BE PROVIDED BY THE SPECIAL 2. ~ VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER SPECIFICATIONS MUST ALSO BE PERFORMED. INSPECTOR OR QUALITY ASSURANCE INDIVIDUAL IF QUALIFIED. ---X MATERIAL SPECIAL INSPECTIONS AND TESTING WILL BE PERFORMED IN ACCORDANCE WITH THE APPROVED PLANS AND OBSERVE OBSERVE THESE ITEMS ON A RANDOM BASIS AT A MINIMUM OF 10% OF THE TASKS. 3. ~ PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS. ---X SPECIFICATIONS, THIS STATEMENT AND CBC SECTIONS 1704, 1705, 1706, 1707, AND 1708. INTERIM REPORTS WILL OPERATIONS NEED NOT BE DELAYED PENDING THESE INSPECTIONS AT CONTRACTOR'S RISK. BE SUBMITTED TO THE BUILDING OFFICIAL AND THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE IF REWORK FOUND, THE TASKS MUST BE INCREASED TO 20% FOR THE SECOND BATCH OF INSPECTION. 4. ~ VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING CHARGE IN ACCORDANCE WITH CBC SECTION 1704.2.4. SHOULD DEFICIENCIES STILL EXIST AFTER THE SECOND BATCH, INCREASE ADDITIONAL 20% THEREAFTER. X ---PLACEMENT AND COMPACTION OF COMPACTED FILL. A FINAL REPORT OF SPECIAL INSPECTIONS DOCUMENTING REQUIRED SPECIAL INSPECTIONS, TESTING AND PERFORM PERFORM THESE TASKS FOR FOR EACH WELD, FASTENER OR BOLTED CONNECTION, AND REQUIRED CORRECTION OF DISCREPANCIES NOTED IN THE INSPECTIONS MUST BE SUBMITTED PRIOR TO ISSUANCE OF A VERIFICATION. FOR "H" PILES, THESE INSPECTIONS MUST BE PERFORMED PRIOR TO THE FINAL 5. ~ PRIOR TO PLACEMENT OF COMPACTED FlLL, OBSERVE SUBGRADE AND VERIFY THAT X ---CERTIFICATE OF USE AND OCCUPANCY (SECTION 1704.2.4). THE FINAL REPORT WILL DOCUMENT: ACCEPTANCE OF THE ITEMS SITE HAS BEEN PREPARED PROPERLY • REQUIRED SPECIAL INSPECTIONS . DOC DOCUMENT -THE INSPECTOR MUST PREPARE REPORTS INDICATING THAT THE WORK HAS BEEN • CORRECTION OF DISCREPANCIES NOTED IN INSPECTIONS . PERFORMED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE REPORT NEED NOT PROVIDE DETAILS MEASUREMENTS FOR JOINT FIT UP, WPS SETTINGS, COMPLETED WELDS, OR OTHER INDIVIDUAL THE OWNER RECOGNIZES HIS OR HER OBLIGATION TO ENSURE THAT THE CONSTRUCTION COMPLIES WITH THE ITEMS LISTED IN THE TABLES. FOR SHOP FABRICATION, THE REPORT MUST INDICATE THE PIECE MARK OF TABLE 3 APPROVED PERMIT DOCUMENTS AND TO IMPLEMENT THIS PROGRAM OF SPECIAL INSPECTIONS. IN PARTIAL THE PIECE INSPECTED. FOR FIELD WORK, THE REPORT MUST INDICATE THE REFERENCE GRID LINES AND FULFILLMENT OF THESE OBLIGATIONS, THE OWNER WILL RETAIN AND DIRECTLY PAY FOR THE SPECIAL FLOOR OR ELEVATION INSPECTED. WORK NOT IN COMPLIANCE WITH THE CONTRACT DOCUMENTS AND REQUIRED SPECIAL INSPECTIONS AND TEST OF CONCRETE INSPECTIONS AS REQUIRED IN CBC SECTION 1704. WHETHER THE NONCOMPLIANCE HAS BEEN SATISFACTORILY REPAIRED MUST BE NOTED IN THE INSPECTION REPORT CONSTRUCTION THIS PLAN HAS BEEN DEVELOPED WITH THE UNDERSTANDING THAT WILL: FOR OTHER MATERIALS: • REVIEW AND APPROVE THE QUALIFICATIONS OF THE SPECIAL INSPECTORS WHO WILL PERFORM THE CONT. INDICATES CONTINUOUS SPECIAL INSPECTION IS REQUIRED DURING TASK LISTED. SPECIAL VERIFICATION AND INSPECTION CONT . PERIODIC INSPECTIONS. INSPECTOR IS PRESENT WHEN AND WHERE THE WORK IS TO INSPECTED IS BEING PERFORMED. • MONITOR SPECIAL INSPECTION ACTIVITIES ON THE JOB SITE TO ASSURE THAT THE SPECIAL INSPECTORS 1. ~ INSPECT REINFORCEMENT, INCLUDING PRESTRESSING TENDONS AND VERIFY X PLACEMENT. ---ARE QUALIFIED AND ARE PERFORMING THEIR DUTIES AS CALLED FOR IN THIS STATEMENT OF SPECIAL PERIODIC INDICATES PERIODIC SPECIAL INSPECTIONS ARE REQUIRED DURING TASK LISTED. SPECIAL INSPECTOR IS INSPECTION. INTERMITTENTLY PRESENT WHERE THE WORK TO BE INSPECTED HAS BEEN OR IS BEING PERFORMED. • REVIEW SUBMITTED INSPECTION REPORTS . 2. ~ REINFORCING BAR WELDING: DOC DOCUMENT -THE INSPECTOR MUST PREPARE REPORTS INDICATING THAT THE WORK HAS BEEN A. ~ VERIFY WELDABILITY OF REINFORCING BARS OTHER THANASTM A706. ---X PERFORMED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE REPORT NEED NOT PROVIDE B. ~ INSPECT SINGLE-PASS FILLET WELDS, MAXIMUM 5/16". X DETAILS MEASUREMENTS FOR JOINT FIT UP, WPS SETTINGS, COMPLETED WELDS, OR OTHER INDIVIDUAL C. ~ INSPECT OTHER WELDS. X ITEMS LISTED IN THE TABLES. FOR SHOP FABRICATION, THE REPORT MUST INDICATE THE PIECE MARK OF THE PIECE INSPECTED. FOR FIELD WORK, THE REPORT MUST INDICATE THE REFERENCE GRID LINES AND 3. ~ INSPECT ANCHORS CAST IN CONCRETE. ---X FLOOR OR ELEVATION INSPECTED. WORK NOT IN COMPLIANCE WITH THE CONTRACT DOCUMENTS AND 4. ~ INSPECT ANCHORS POST-INSTALLED IN HARDENED CONCRETE MEMBERS 8. WHETHER THE NONCOMPLIANCE HAS BEEN SATISFACTORILY REPAIRED MUST BE NOTED IN THE A. ~ ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY INCLINED X INSPECTION REPORT ORIENTATIONS TO RESIST SUST AlNED TENSION LOADS. SPECIAL INSPECTION FOR THE STRUCTURAL BOX ENTRIES: B. ~ MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT DEFINED IN 4.A X X IS PLACED IN THE COLUMN TO DENOTE EITHER "C" CONTINUOUS OR 5. ~ VERIFY USE OF REQUIRED DESIGN MIX. X ---COMPONENTS ARE LISTED IN THE REFERENCED "P" PERIODIC INSPECTIONS. ---DENOTES NO SPECIAL INSPECTION IS REQUIRED. 6. ~ PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH TESTS, TABLE BELOW: 1 DENOTES ONE TIME INSPECTION. PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF X ---THE CONCRETE. ADDITIONAL DETAIL REGARDING INSPECTIONS AND TESTS ARE PROVIDED IN THE PROJECT MATERIAL: REFERENCE: SPECIFICATIONS OR NOTES ON THE DRAWINGS. 7. ~ INSPECT CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION X TECHNIQUES. ---SOILS TABLES:2A 8. ~ VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES. ---X CONCRETE TABLES:3 9. INSPECT PRESTRESSED CONCRETE FOR: A. ~ APPLICATION OF PRESTRESSING FORCES. X ---MASONRY TABLES: 4A, 48 B. ~ GROUTING OF BONDED PRESTRESSING TENDONS. X ---10. ~ INSPECT ERECTION OF PRECAST CONCRETE MEMBERS. ---X 11. ~ VERIFY IN-SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF TENDONS IN POST-TENSIONED CONCRETE AND PRIOR TO REMOVAL OF SHORES AND FORMS FROM ---X BEAMS AND STRUCTURAL SLABS. 12. ~ INSPECT FORMWORK FOR SHAPE, LOCATION, AND DIMENSIONS OF THE CONCRETE X ---MEMBER BEING FORMED. 13. ~ OTHER: A. WHERE APPLICABLE, SEE ALSO SECTION 1705.12, SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE. B. SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTION MUST BE INCLUDED IN THE RESEARCH REPORT FOR THE ANCHOR ISSUED BY AN APPROVED SOURCE IN ACCORDANCE WITH 17.8.2 IN ACI 318, OR OTHER QUALIFICATION PROCEDURES. WHERE SPECIFIC REQUIREMENTS ARE NOT PROVIDED, SPECIAL INSPECTION REQUIREMENTS MUST BE SPECIFIED BY THE REGISTERED DESIGN PROFESSIONAL AND MUST BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO THE COMMENCEMENT OF THE WORK. 11 AS BUIL T11 RCE EXP, DATE REVIE\-/ED BY, INSPECTOR DATE ~ CITY OF CARLSBAD ~ s~'JR~ 0 ENGINEERING DEPARTMENT 0 ROUGH GRADING PLANS FOR: MARJA ACRES PUD 16-D9 -CMU RETAINING WALL SUP 16-D2 ► ·' REQUIRED VERIFICATION AND INSPECTIONS HOP 16-D2 CDP 16-33 I I I ,1 IMAGINE-INNOVATE-INTEGRATE GR2021-0006 SOP 2D18-0001 ,, 'M;/ P: 619.294.6600 ., \ APPROVED: JASON S. GELDERT ' :, F: 619.294.6800 I 'f ,~cz 1495 Pacific Hwy, EfciNEr~Nc·:~GER RCE 63912 EXPIRES 9/30/22 DATE Suite 400 Knowwhat's below. San Diego, CA 92101 DWN BY: I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: Call before you dig. www.smr-eng.com REVISION DESCRIPTION CT 16-07 ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: 529-9A DocuSign Envelope ID: 470614E5-43B1-49E9-B3F7-71E9545517E1 (5,*(76'(52)&$/,)251,$67$7(2)253,66(/$11 5((1,*(([S661(7&88575/$8+*1$0+1*1<8 0%,$0 REQUIRED VERIFICATION AND INSPECTIONS: TABLE 4A TABLE 4B MINIMUM QUALITY ASSURANCE LEVEL FOR THIS PROJECT MINIMUM SPECIAL REINFORCEMENT FOR MASONRY MUST BE LEVEL 2 INSPECTION TASK FREQUENCY l•l LEVEL 2 REQUIRED FOR QUALITY 1. AS MASONRY CONSTRUCTION BEGINS, VERIFY THA THE FOLLOWING ARE IN MINIMUM VERIFICATION ASSURANCE (al COMPLIANCE: LEVEL 2 A.~ PROPORTIONS OF SITE-PREPARED MORTAR PERIODIC PRIOR TO CONSTRUCTION, VERIFICATION OF COMPLIANCE OF SUBMITTALS. R B. □ GRADE AND SIZE OF PRESTRESSING TENDONS AND ANCHORAGES PERIODIC PRIOR TO CONSTRUCTION, VERIFICATION OF fm AND ¼Ac, EXCEPT WHERE R C. ~ GRADE, TYPE AND SIZE OF REINFORCEMENT, CONNECTORS, ANCHOR PERIODIC SPECIFICALLY EXEMPTED BY THE CODE. BOLTS,AND PRESTRESSING TENDONS AND ANCHORAGES DURING CONSTRUCTION, VERIFICATION OF SLUMP FLOW AND VISUAL STABILITY D. □ PRESTRESSING TECHNIQUE PERIODIC INDEX (VSI) WHEN SELF-CONSOLIDATING GROUT IS DELIVERED TO THE PROJECT R SITE. CONT?1i DURING CONSTRUCTION, VERIFICATION OF fm AND ¼cc FOR EVERY 5,000 SQ. FT. E. ~ PROPERTIES OF THIN-BED MORTAR FOR ACC MASONY PERIODIC lei (465 SQ. M). NR F. ~ SAMPLE PANEL CONSTRUSTION PERIODIC DURING CONSTRUCTION, VERIFICATION OF PROPORTIONS OF MATERIALS AS DELIVERED TO THE PROJECT SITE FOR PREMIXED OR PREBLENDED MORTAR, NR 2. PRIOR TO GROUTING, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE: PRESTRESSING GROUT, AND GROUT OTHER THAN SELF-CONSOLIDATING GROUT. (a) R=REQUIRED, NR=NOT REQUIRED A. ~ GROUT SPACE PERIODIC B. □ PLACEMENT OF PRETRESSING TENDONS AND ANCHORAGES PERIODIC C. ~ PLACEMENT OF REINFORCEMENT, CONNECTORS, AND ANCHOR BOLTS PERIODIC D. ~ PROPORTIONS OF SITE-PREPARED GROUT AND PRETRESSING GROUT FOR PERIODIC BONDED TENDONS 3. VERITY COMPLIANCE OF THE FOLLOWING DURING CONSTRUCTION: A.~ MATERIAL AND PROCEDURES WITH THE APPROVED SUBMITT ALS PERIODIC B. ~ PLACEMENT OF MASONRY UNITS AND MORTAR JOINT CONSTRUCTION PERIODIC C.~ SIZE AND LOCATION OF STRUCTURAL MEMBERS PERIODIC D.~ TYPE, SIZE, AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS OF ANCHORAGE OF MASONRY TO STRUCTURAL MEMBERS, FRAMES, OR OTHER PERIODIC CONSTRUCTION E.~ WELDING OF REINFORCEMENT CONT. F.~ PREPARATION, CONSTRUCTION, AND PROTECTION OF MASONRY DURING COLD WEATHER (TEMPERATURE ABOVE 40'F(4.4"C)) OR HOT WEATHER PERIODIC (TEMPERATURE ABOVE 90'F(32.2'C)) G.□ APPLICATION AND MEASUREMENT OF PRESTRESSING FORCE CONT. H. ~ PLACEMENT OF GROUT AND PRESTRESSING GROUT FOR BONDED TENDONS CONT. IS IN COMPLIANCE I. ~ PLACEMENT OF AAC MASONRY UNITS AND CONSTRUCTION OF THIN-BED CONT?1i MORTAR JOINTS PERIODIC lei 4. ~ OBSERVE PREPARATION OF GROUT SPECIMENS MORTAR SPECIMENS, AND/OR PERIODIC PRISMS (a) FREQUENCY REFERS TO THE FREQUENCY OF INSPECTION, WHICH MAY BE CONTINUOUS DURING THE LISTED TASK OR PERIODICALLY DURING THE LISTED TASK, AS DEFINED IN THE TABLE. NR=NOT REQUIRED, PERIODIC, CONT.=CONTINUOUS (b) REQUIRED FOR THE FIRST 5000 SQUARE FEET (465 SQUARE METERS) OF AAC MASONRY. (c) REQUIRED AFTER THE FIRST 5000 SQUARE FEET (465 SQUARE METERS) OF AAC MASONRY. 11 AS BUIL T11 RCE EXP. DATE REV!EwED BY, INSPECTOR DATE LJD CITY OF CARLSBAD ~ Sl'~R~ 1 ENGINEERING DEPARTMENT 0 ROUGH GRADING PLANS FOR: MARJA ACRES PUD 16-D9 -CMU RETAINING WALL SUP 16-D2 ► •• REQUIRED VERIFICATION AND INSPECTIONS HDP 16-D2 CDP 16-33 • I I ,1 IMAGINE-INNOVATE-INTEGRATE GR2021-0006 SDP 2D18-0001 ,, 'M;/ P: 619.294.6600 ., \ APPROVED: JASON S. GELDERT ' :, F: 619.294.6800 I i~:~~-:t:GER 'f ,~cz 1495 Pacific Hwy, RCE 63912 EXPIRES 9/30/22 DATE Suite 400 Knowwhat's below. San Diego, CA 92101 OWN BY: I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: Call before you dig. www.smr-eng.com REVISION DESCRIPTION CT 16-07 ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: 529-9A DocuSign Envelope ID: 470614E5-43B1-49E9-B3F7-71E9545517E1 (5,*(76'(52)&$/,)251,$67$7(2)253,66(/$11 5((1,*(([S661(7&88575/$8+*1$0+1*1<8 0%,$0 1.0 GENERAL NOTES: 1.0.1 THE PROJECT SPECIFICATIONS (A BOOK OF SPECIFICATIONS WHEN PROVIDED) ARE A PART OF THE CONTRACT DOCUMENTS. IF THERE IS A DISCREPANCY FOUND BETWEEN THE SPECIFICATIONS AND THE DRAWINGS, THE MOST STRINGENT REQUIREMENT MUST GOVERN. 1.0.2 EXAMINE THE STRUCTURAL DRAWINGS AND THE SPECIFICATIONS (WHEN PROVIDED) AND NOTIFY THE ENGINEER OF DISCREPANCIES IN ELEVATIONS, DIMENSIONS, AND SITE CONDITIONS INCLUDING ERRORS BEFORE PROCEEDING WITH WORK. OMISSIONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE DRAWINGS (AND SPECIFICATIONS) MUST BE RESOLVED IN WRITING WITH THE ENGINEER/ARCHITECT PRIOR TO START OF WORK. 1.0.3 THE DRAWINGS (AND SPECIFICATIONS) REPRESENT THE COMPLETED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. PROVIDE MEASURES AND MEANS TO PROTECT PERSONS AND THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES MUST INCLUDE, BUT NOT BE LIMITED TO BRACING, SHORING, ETC. OBSERVATION VISITS BY THE ARCHITECT OR ENGINEER DOES NOT INCLUDE REVIEW OF THESE MEASURES. 1.0.4 TYPICAL DETAILS MUST BE USED WHENEVER APPLICABLE WHETHER SPECIFICALLY REFERENCED OR NOT. 1.0.5 DRAWINGS MUST NOT BE SCALED FOR CONSTRUCTION PURPOSES. 1.0.6 NO PIPES OR DUCTS MUST BE PLACED IN STRUCTURAL MEMBERS UNLESS SPECIFICALLY DETAILED OR APPROVED BY THE ENGINEER. 1.0.7 REFER TO ARCHITECTURAL DRAWINGS FOR THE FOLLOWING: a. SIZE AND LOCATION OF DOOR AND WINDOW OPENINGS, UNLESS OTHERWISE NOTED. b. SIZE AND LOCATION OF INTERIOR AND EXTERIOR NON-BEARING PARTITIONS. c. SIZE AND LOCATION OF CURBS, FLOOR DRAINS, SLOPES, DEPRESSED AREAS, CHANGES IN LEVEL, RAMPS, CHAMFERS, GROOVES, INSERTS, ETC., EXCEPT AS SHOWN d. SIZE AND LOCATION OF FLOOR AND ROOF OPENINGS, EXCEPT AS SHOWN. e. FLOOR AND ROOF FINISHES. I. STAIR FRAMING AND DETAILS, EXCEPT AS SHOWN. g. DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS. 1.0.8 REFER TO MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR THE FOLLOWING: a. PIPE RUNS, SLEEVES, HANGERS, TRENCHES, SLAB OPENINGS, ETC., EXCEPT AS SHOWN OR NOTED. b. ELECTRICAL CONDUITS, BOXES, OUTLETS. c. CONCRETE INSERTS FOR ELECTRICAL, MECHANICAL AND PLUMBING FIXTURES. d. SIZE AND LOCATION OF MACHINE AND EQUIPMENT BASES, ANCHOR BOLTS, ETC. 1.0.9 ASTM REFERENCES ARE FROM THE LATEST ISSUE AND LATEST REVISION, UNLESS OTHERWISE NOTED. 1.0.10 INVESTIGATE THE SITE DURING CLEARING AND EXCAVATION FOR UNSUITABLE CONDITIONS, UNCONSOLIDATED AND UNDOCUMENTED FILLS, BURIED STRUCTURES, UTILITIES, ETC., AND IMMEDIATELY NOTIFY THE ARCHITECT/ENGINEER OF SITE CONDITIONS NOT REFLECTED ON THE DRAWINGS OR DIFFERENT FROM MAXIMUM OR MINIMUM DIMENSIONS INDICATED, INCLUDING CONFLICT IN GRADES, ADVERSE SOIL CONDITIONS, GROUNDWATER PRESENT, DEEPENED FOOTINGS, UNCOVERED AND UNEXPECTED UTILITY LINES, ETC. 1.0.11 CONSTRUCTION MATERIALS, IF PLACED ON STRUCTURAL MEMBERS, MUST BE SPREAD OUT SUCH THAT THE LOADING DOES NOT EXCEED THE DESIGN LIVE LOADS. PROVIDE SHORING AND BRACING WHERE CONSTRUCTION LOADING EXCEEDS THE DESIGN STRENGTH OF THE STRUCTURAL MEMBERS OR THE STRUCTURAL STRENGTH HAS NOT BEEN ATTAINED OR THE STRUCTURE IS NOT COMPLETE. 1.0.12 DETERMINE THE LOCATION OF UTILITY SERVICES IN AREAS TO BE EXCAVATED BEFORE BEGINNING EXCAVATION. EXERCISE EXTREME CAUTION IN EXCAVATING AND TRENCHING. DAMAGE CAUSED AS A RESULT OF FAILING TO EXACTLY LOCATE AND PRESERVE EXISTING UNDERGROUND UTILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR. 1.0.13 THE CAD DRAWING FILES ARE THE PROPERTY OF THE STRUCTURAL ENGINEER AND WILL NOT BE RELEASED TO THE CONTRACTOR OR SUBCONTRACTOR FOR THEIR USE. 1.0.14 STRUCTURAL DRAWINGS TO BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS. -., Knowwhat's below. Call before you dig. 2.0 FOUNDATION: 2.0.1 FOUNDATION DESIGN IS BASED ON A GEOTECHNICAL REPORT PREPARED BY: NMG GEOTECHNICAL, INC. DATE: JULY 26, 2021 PROJECT NUMBER: 21014-01 ------------2. 0. 2 GEOTECHNICAL REPORT AND SUPPLEMENTAL REPORTS OR ADDENDA HEREBY BECOME PART OF THESE CONTRACT DOCUMENTS AND MUST BE KEPT ON THE JOB SITE AT TIMES. 2.0.3 FOOTING DEPTHS SHOWN ARE A MINIMUM AND MAY REQUIRE DEEPENING PER DIRECTION OF THE GEOTECHNICAL ENGINEER. 2.0.4 THE MAXIMUM ALLOWABLE SOIL BEARING PRESSURE MUST BE AS FOLLOWS: 2.0.5 GEOTECHNICAL ENGINEER MUST VERIFY IN WRITING TO THE ARCHITECT/ENGINEER THAT SITE GRADING WORK COMPLIES WITH OF THE RECOMMENDATIONS AND CONCLUSIONS OF THE REPORT. SUBMIT COMPACTION TEST REPORTS FOR FILL BY A QUALIFIED TESTING LAB TO ARCHITECT/ENGINEER BEFORE FOUNDATION PLACEMENT. LOOSE SOIL AND FILL DIRT MUST BE COMPACTED PER GEOTECHNICAL REPORT AND TO THE SATISFACTION OF THE GEOTECHNICAL ENGINEER AND TO A MINIMUM OF 95% MAXIMUM DRY DENSITY. 2.0.6 THE FOOTING EXCAVATIONS MUST BE KEPT FREE FROM LOOSE MATERIAL AND STANDING WATER AND MUST BE NEAT AND TRUE TO LINE BEFORE CONCRETE IS PLACED. EXCAVATION MUST BE CHECKED AND APPROVED BY A QUALIFIED GEOTECHNICAL ENGINEER TO ENSURE COMPLIANCE WITH THE REQUIREMENTS OF THE GEOTECHNICAL REPORT. 2.0.7 THE SITE GRADING WORK MUST BE PERFORMED UNDER THE DIRECT OBSERVATION OF THE GEOTECHNICAL ENGINEER. DEVIATIONS IN SOILS CONDITIONS FROM THOSE DESCRIBED IN THE GEOTECHNICAL REPORT ARE TO BE REPORTED TO THE ARCHITECT/ENGINEER AND GEOTECHNICAL ENGINEER IMMEDIATELY. 2.0.8 UTILITY TRENCH BACKFILL MUST BE MECHANICALLY COMPACTED IN LAYERS TO THE APPROVAL OF THE GEOTECHNICAL ENGINEER. 2.0.9 ABANDONED FOOTINGS, UTILITIES, ETC. THAT INTERFERE WITH CONSTRUCTION MUST BE REMOVED. 2.0.10 PROVIDE FOR DESIGN AND INSTALLATION OF CRIBBING, SHEATHING AND SHORING REQUIRED TO SAFELY RETAIN GRADES. 2.0.11 PROVIDE FOR DE-WATERING OF EXCAVATIONS FROM SURFACE, GROUND, AND OR SEEPAGE WATER. 2.1 2.1.1 2.1.2 2.1.3 2.1.4 2.1.5 RETAINING WALLS: BACKFILLING OF RETAINING WALLS MUST ONLY BE PERFORMED WHEN THE WALL HAS REACHED 90% OF ITS DESIGN STRENGTH (USUALLY 7 DAYS). SLAB ON GRADE RESTRAINING THE BOTTOM OF RETAINING WALLS MUST BE IN PLACE A MINIMUM OF 3 DAYS OR HAS REACHED 80% OF ITS DESIGNED STRENGTH, WHICH EVER CONTROLS, PRIOR TO BACKFILLING OF WALLS. RETAINING WALLS MUST BE PROVIDED WITH DRAINAGE TO AVOID BUILD UP OF HYDROSTATIC PRESSURE. REFER TO OTHER DRAWINGS & GEOTECHNICAL REPORT FOR RETAINING WALL DRAINAGE. PROVIDE SHORING AT THE TOP AND BOTTOM OF RESTRAINED RETAINING WALLS PRIOR TO BACKFILLING. SHORING TO REMAIN IN PLACE UNTIL PERMANENT STRUCTURE HAS REACHED A MIN. OF 80% OF ITS DESIGN CAPACITY. RESTRAINED RETAINING WALLS ARE DESIGNED WITH PROVISIONS TO HAVE THE TOP & BOTT. OF THE WALL RESTRAINED BY THE PERMANENT STRUCTURE. RETAINING WALLS DESIGN LATERAL PRESSURES: CANTILEVERED RETAINING WALL EARTH LATERAL PRESSURE PASSIVE PRESSURE LEVEL 2:1 SLOPING BACK FILL BACK FILL 2:1 SLOPING LEVEL (IF SLOPING IN FRONT THE WALL) 45 pcl 70 pcf 330 pcf 160 pcf COEFFICIENT OF FRICTION 0.35 • SOIL BEARING= 700D+300B+1000 (NOT TO EXCEED 4,000 psD • WHERE: D= EMBEDMENT DEPTH OF FOOTING, IN FEET B= WIDTH OF FOOTING, IN FEET • DRAINAGE PROVIDED (NO HYDROSTATIC PRESSURES) • ADDITIONAL SEISMIC LOAD INCREMENT= 15 pcf (TRIANGULAR DISTRIBUTION) • WIND LOAD= 34 psi (APPLIED AT FENCE ON THE TOP OF STEM WALL, IF OCCURS) • ONE THIRD OF ALLOWABLE BEARING PRESSURE, PASSIVE PRESSURES, AND COEFFICIENT OF FRICTION INCREASE FOR SEISMIC LOADS AND WIND LOADS IF ONE OR MORE OF THESE ASSUMPTIONS ARE NOT MET RETAINING ALL UST BE DESIGNED ON A JOB SPECIFIC BASIS. STRUCTURAL NOTES 3.0 CONCRETE 3.0.1 CEMENT MUST CONFORM TO ASTM C150, TYPE IIN. 3.0.2 AGGREGATES FOR NORMAL WEIGHT CONCRETE MUST CONFORM TO ASTM C33,11/2" MAXIMUM SIZE. AGGREGATES FOR LIGHTWEIGHT CONCRETE MUST CONFORM TO ASTM C330, 1" MAXIMUM SIZE. 3.0.3 THE MAXIMUM CONCRETE SLUMP MUST BE PER SCHEDULE BELOW PRIOR TO THE ADDITION OF PLASTICIZING ADMIXTURES. 3.0.4 ADMIXTURES MAY NOT BE USED WITHOUT PRIOR APPROVAL OF THE ENGINEER. ADMIXTURES USED TO INCREASE THE WORKABILITY OF THE CONCRETE MUST NOT REDUCE THE STRENGTH OF CONCRETE. FLY ASH (POZZOLAN) IF PERMITTED BY SPECIFICATIONS MUST NOT EXCEED 25% FOR SLAB ON GRADE AND 25% FOR OTHER CONCRETE. 3.0.5 THE MIX DESIGN, INCLUDING PROPORTIONS OF MATERIALS FOR A ONE YARD BATCH, MUST BE SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO ORDERING CONCRETE. 3.0.6 READY-MIX CONCRETE MUSTBE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C94. 3.0.7 REINFORCING BARS AND INSERTS MUST BE SECURED IN PLACE PRIOR TO PLACING CONCRETE. 3.0.8 CONDUITS EMBEDDED HORIZONTALLY IN THE SLAB MUST HAVE AN OUTSIDE DIAMETER NO GREATER THAN 1/3 THE THICKNESS OF THE SLAB. CONDUIT MUST NOT BE EMBEDDED IN A SLAB THAT IS LESS THAN 3 1/2" THICK. EXCEPT FOR LOCAL OFFSETS, MIN. CLEAR DISTANCE BETWEEN CONDUITS MUST BE 6". 3.0.9 NON-STRUCTURAL STEEL MEMBERS EMBEDDED IN CONCRETE MUST BE GALVANIZED OR PAINTED. DAMAGED GALVANIZED AREAS MUST BE REPAIRED PRIOR TO EMBEDMENT 3.0.10 LIGHT-WEIGHT CONCRETE FILL MUST HAVE A MAXIMUM DRY DENSITY OF 110 pcf. OTHER CONCRETE MUST HAVE A MAXIMUM DRY DENSITY OF 150 pcf. 3.0.11 MINIMUM CONCRETE COMPRESSIVE STRENGTHS AT 28 DAYS, AND MAXIMUM SLUMPS MUST BE AS FOLLOWS: EXPOSURE MIN. le MAX. SLUMP W/C CLASS RETAINING WALL STEM so 4,000 psi 4" +/-1" 0.45 FOOTINGS so 3,000 psi 411 +/-1" 0.55 OTHER CONCRETE -3,000 psi 411 +/-111 0.55 ACI 318, SECTION 19.3.1.1 EXPOSURE CLASSES MUST BE ASSUMED TO BE FO, SO, WO, AND CO UNLESS DIFFERENT EXPOSURE CLASSES ARE LISTED IN THE TABLE ABOVE. 3.0.12 IN CONCRETE STRUCTURES (EXCEPT FOR SLAB ON GRADE) PROVIDE 2414 DIAGONAL BARS AT CORNERS OF OPENINGS 3.0.13 PROVIDE CONSTRUCTION OR CONTROL JOINTS WALL FOOTINGS. LOCATION OF JOINTS NOT SPECIFICALLY INDICATED MUST BE REVIEWED BY THE STRUCTURAL ENGINEER PRIOR TO PLACING REINFORCING STEEL. 3.0.14 DRY PACK MUST BE ONE PART CEMENT AND 2 3/4 PARTS SAND WITH JUST ENOUGH WATER TO HYDRATE CEMENT AND FORM A BALL SHOWING MOISTURE ON THE SURFACE WHEN SQUEEZED. IT MUST BE RAMMED IN TIGHT TO MAXIMUM DENSITY ATTAINABLE, AND MUST BE FROM A PRODUCT THAT SPECIFIES A MINIMUM STRENGTH OF 5000 psi AT28DAYS. 3.0.15 NON-SHRINK GROUT MUST BE FROM A PRODUCT THAT SPECIFIES A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 7,000 psi PER ASTM C109. 3.0.16 PROJECTING CORNERS OF SLABS, BEAMS, WALLS, COLUMNS, ETC., MUST BE FORMED WITH A 3/4" CHAMFER OR TOOLED EDGE, UNLESS OTHERWISE NOTED. 3.0.17 PROVIDE WATERSTOPS IN BELOW-GRADE FOUNDATION WALL CONSTRUCTION JOINTS. 3.0.18 THE CONCRETE WHICH DURING THE LIFE OF THE STRUCTURE WILL BE SUBJECT TO FREEZING TEMPERATURES WHILE WET, MUST HAVE A WATER CEMENT RATIO NOT EXCEEDING 0.45 BY WEIGHT AND MUST CONTAIN ENTRAINED AIR PER ACl613. SUCH CONCRETE MUST INCLUDE EXTERIOR SLABS, PERIMETER FOUNDATIONS, EXTERIOR CURBS, ETC. 3.1 REINFORCING STEEL: 3.1.1 DETAILING, FABRICATION AND ERECTION OF REINFORCING BARS MUST BE IN ACCORDANCE WITH ACI MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315-LATEST ADOPTED EDITION. 3.1.2 REINFORCING MUST BE ADEQUATELY SUPPORTED TO PREVENT DISPLACEMENT BY CONCRETE PLACEMENT OR WORKERS. 3.1.3 REINFORCING BARS EXCEPT BARS TO BE WELDED MUST CONFORM TO THE "STANDARD SPECIFICATION FOR DEFORMED BILLET STEEL BARS FOR CONCRETE REINFORCEMENr', ASTM A615 GRADE 60. 3.1.4 WELDED PLAIN WIRE REINFORCEMENT MUST CONFORM TO "STANDARD SPECIFICATION FOR STEEL WELDED WIRE REINFORCEMENT, PLAIN, FOR CONCRETE," ASTM A185. 3.1.5 WELDING OF REINFORCING BARS TO BE IN ACCORDANCE WITH "STRUCTURAL WELDING CODE-REINFORCING STEEL", AWS D1 .4. REINFORCING STEEL TO BE WELDED MUST HAVE A MAXIMUM CARBON EQUIVALENT (CE) OF 0.75. AND MUST CONFORM TO ASTM A706. SPECIAL INSPECTION IS REQUIRED. TESTING IS REQUIRED FOR WELDS THICKER THAN 5/16". 3.1.6 WHERE REINF. BARS ARE CALLED OUT TO BE CONTINUOUS (CONT.) PROVIDE CONTINUOUS BARS OR FULL SPLICES PER SPLICE TABLE SCHEDULE. IT IS CONTRACTOR'S OPTION TO PROVIDE CONTINUOUS BARS WHERE SPLICES ARE SHOWN. 3.1.7 MESH SPLICES MUST BE A MINIMUM OF TYPICAL GRID SPACING PLUS 2" (8" MINIMUM) MEASURED BETWEEN CROSS WIRES. 3.1.8 REINFORCING BAR BENDS MUST BE MADE COLD. 3.1.9 UNLESS OTHERWISE SHOWN, WALL VERTICAL REINFORCING MUST BE POSITIONED AT THE CENTER OF THE WALL. 3.1.10 DOWELS BETWEEN FOOTINGS AND WALLS MUST BE THE SAME GRADE, SIZE, AND SPACING AS VERTICAL REINFORCING. 3.1.11 REINFORCING BARS MUST BE PROVIDED WITH THE FOLLOWING CONCRETE COVER: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: CONCRETE EXPOSED TO EARTH OR WEATHER: N0.6 THROUGH N0.18 BAR N0.5 BAR, W31 OR D31 WIRE, AND SMALLER CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: SLABS, WALLS, JOISTS: N0.14 AND N0.18 BAR N0.11 BARANDSMALLER BEAMS, COLUMNS: PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 3.1.12 SLAB ON GRADE REINFORCEMENT MUST BE POSITIONED AT MID-DEPTH. U.O.N. 3" 2" 1 1/2" 1 1/2" 3/4" 1 1/2" 3.1.13 SHOP DRAWINGS FOR SIZE AND LAYOUT OF REINFORCING BARS ARE REQUIRED WHEN NOTED IN THE LIST OF REQUIRED SHOP DRAWING SUBMITTALS. 4.0 MASONRY: DESIGN STRENGTH: fm = 2000 psi MASONRY COMPONENTS STRENGTH @28 DAYS CONCRETE MASONRY UNITS 2800 psi GROUT 2500 psi MORTAR (TYPE M) 1800 psi 4.0.1 MASONRY WORK MUST CONFORM TO INTERNATIONAL BUILDING CODE (IBC), LATEST ADOPTED EDITION AS LISTED HEREIN. 4.0.2 CONCRETE MASONRY UNITS MUST BE MEDIUM WEIGHT UNITS IN ACCORDANCE WITH ASTM C90 WITH MAXIMUM LINEAR SHRINKAGE OF 0.065%. 4.0.3 4.0.4 4.0.5 4.0.6 CEMENT MUST BE AS SPECIFIED FOR CONCRETE. MORTAR MUST CONFORM TO ASTM C270 MORTAR JOINTS MUST BE STRAIGHT, CLEAN AND UNIFORM IN THICKNESS, AND MUST BE TOOLED AS SHOWN ON THE PLANS OR AS SPECIFIED (FLUSH JOINTS IF NO SPECIAL TREATMENT SPECIFIED). UNLESS OTHERWISE SPECIFIED OR DETAILED ON THE PLANS, HORIZONTAL AND VERTICAL MORTAR JOINTS MUST BE 3/8" THICK WITH FULL MORTAR COVERAGE ON THE FACE SHELL. OVERHANGING MORTAR DROPPINGS AND DEBRIS MUST BE REMOVED FROM CELLS RECEIVING GROUT FAILURE TO REMOVE DEBRIS MUST BE CAUSE FOR REJECTION OF WALL AND REPAIR OR REWORK MUST BE ENTIRELY AT CONTRACTOR'S EXPENSE. 4.0.7 VERTICAL HEAD JOINTS MUST BE BUTTERED WELL FOR A THICKNESS EQUAL TO THE FACE SHELL OF THE BLOCK AND THESE JOINTS MUST BE SHOVED TIGHTLY SO THAT THE MORTAR BONDS WELL TO BOTH BLOCKS. IF IT IS NECESSARY TO MOVE A BLOCK SO AS TO OPEN A JOINT, THE BLOCK MUST BE REMOVED FROM THE WALL, CLEANED AND SET IN FRESH MORTAR 4.0.8 GROUT MUST CONFORM TO ASTM C476. 4.0.9 GROUT SPECIFIED COMPRESSIVE STRENGTH-PROPORTIONS ESTABLISHED BY 28-DAY COMPRESSIVE STRENGTH TESTS IN ACCORDANCE WITH TEST METHOD C 1019 THAT OBTAIN THE SPECIFIED COMPRESSIVE STRENGTH.THE GROUT MUST BE MIXED TO A SLUMP OF 8 in. TO 11 in. AS DETERMINED BY TEST METHOD C 143/C 143M 4.0.10 CELLS MUST BE FILLED SOLID WITH GROUT UNLESS OTHERWISE NOTED. 4.0.11 GROUT MUST BE CONSOLIDATED WITH A MECHANICAL VIBRATOR. MINIMUM 4000 rpm, 3/4" MAXIMUM HEAD. PROVIDE INSPECTION AND CLEANOUT HOLES AT THE BASE OF GROUTED CELLS FOR LIFTS GREATER THAN 5'-0". 4.0.12 WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL CONSTRUCTION JOINTS MUST BE FORMED BY STOPPING THE GROUT POUR 11/2" BELOW TOP OF THE UPPERMOST UNIT. 4.0.13 UNLESS OTHERWISE NOTED, MASONRY MUST BE CONSTRUCTED WITH A RUNNING BOND PATTERN. 4.0.14 ELECTRIC CONDUIT BOXES AND/OR OTHER OBSTRUCTIONS ARE NOT PERMITTED IN CELLS CONTAINING REINFORCING, UNLESS APPROVED BY THE ENGINEER. 4.0.15 UNLESS OTHERWISE SHOWN ON THE PLANS, LAP SPLICES OF REINFORCING STEEL IN MASONRY MUST BE PER SCHEDULE. 4.0.16 HORIZONTAL REINFORCEMENT BARS MUST BE PLACED IN BOND BEAM MASONRY UNITS. 4.0.17 4.0.18 4.0.19 LINTEL REINFORCEMENT BARS MUST BE PLACED IN LINTEL BEAM BLOCK. VERTICAL REINFORCEMENT BARS MUST BE PLACED AT THE CENTER OF THE WALL UNLESS OTHERWISE SHOWN. VERTICAL BARS ARE TO BE TIED OR OTHERWISE FIXED IN POSITION AT INTERVALS OF NOT MORE THAN 200 BAR DIAMETERS AND AT TOP AND BOTTOM. ANCHOR BOLTS MUST BE SET WITH TEMPLATES AND HELD IN PLACE PRIOR TO GROUTING. 4.0.20 PROVIDE A MINIMUM OF ONE BAR DIAMETER OF GROUT BETWEEN MAIN REINFORCING AND MASONRY UNITS. PROVIDE A MINIMUM OF 1" [25mm] GROUT AROUND BOLTS EMBEDDED IN MASONRY. 4.0.21 MASONRY MUST BE CONSTRUCTED WITH SINGLE OPEN-END MASONRY UNITS. 4.0.22 FOR MASONRY WORK INSPECTIONS SEE INSPECTION AND TESTING SHEET. 4.0.23 CONDUITS, PIPES, AND SLEEVES IN MASONRY SHALL BE NO CLOSER THAN 3 DIAMETERS ON CENTER. MINIMUM SPACING OF CONDUITS, PIPES OR SLEEVES OF DIFFERENT DIAMETERS SHALL BE DETERMINED USING THE LARGER DIAMETER. 4.0.24 VERTICAL CONDUITS, PIPES, OR SLEEVES PLACED IN MASONRY COLUMNS OR PILASTERS SHALL NOT DISPLACE MORE THAN 2 PERCENT OF THE NET CROSS SECTION. 4.0.25 PIPES SHALL NOT BE EMBEDDED IN MASONRY, UNLESS PROPERLY ISOLATED FROM THE MASONRY, WHEN: 4.0.26 a. CONTAINING LIQUID, GAS, OR VAPORS AT TEMPERATURE HIGHER THAN 150' F. b. UNDER PRESSURE IN EXCESS OF 55 psi. c. CONTAINING WATER OR OTHER LIQUIDS SUBJECT TO FREEZING. PLACEMENT OF CONDUITS, PIPES, AND SLEEVES IN UNFILLED CORES OF HOLLOW UNIT MASONRY SHALL BE PERMITTED AND SHALL NOT BE CONSIDERED EMBEDDED. RCE __ _ EXP, ___ _ DATE REV!EwED BY, INSPECTOR DATE --------~ l----+-----+----------------+------J--l----+--------l~~C-I_1_X_IN_E0_ER_~_G_~_EA_PA_~_T~-~-NB_T_A_D~~ s~'JR~ I, IMAGINE-INNOVATE-INTEGRATE P: 619.294.6600 F: 619.294.6800 1495 Pacific Hwy, Suite 400 San Diego, CA 92101 www.smr-eng.com 1-----+--+----------------+-----+---1------+------1 ROUGH GRADING PLANS FOR: DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL GR2021-0006 APPROVED: MARJA ACRES CMU RETAINING WALL STRUCTURAL NOTES PUD 16-D9 SUP 16-D2 HOP 16-D2 CDP 16-33 SOP 2D18-0001 JASON S. GELDERT DATE OWN BY: I PROJECT NO. I DRAWING NO. CHKD BY: --~--C_T_1_6-_0_7_~ 529-9A RVWD BY: _ DocuSign Envelope ID: 470614E5-43B1-49E9-B3F7-71E9545517E1 (5,*(76'(52)&$/,)251,$67$7(2)253,66(/$11 5((1,*(([S661(7&88575/$8+*1$0+1*1<8 0%,$0 NOTES: 1. MAXIMUM STEP SLOPE TO BE 1 VERTICAL TO 2 HORIZONTAL EXCEPT WHERE APPROVED BY GEOTECHNICAL ENGINEER. 2. REINFORCING WITHIN THE STEPS SHALL MATCH FOOTING REINFORCING IN SIZE & SPACING. STD. HOOK TYP. 2xt SEENOTE2-. . ',\ \ \ 6" MIN. c'-111"'11"' 11-'-1 ' 1=111=111-,-111 I ' 1=11 D "::-~ ~~ 1~11:ll=l=III -~ ~--_ /~, ~~1111~11~111_,,_1_~_· ___ ~--~~::;:: 1 iliillililllil-;-I ·1 _111=111-. 2t MIN. ,1 o' TYP. STEPPED FOOTING DETAIL 1,_.., NOT TO SCALE Ld • c:: N-' <..) . _____,__ .<J -_____,__ ' c:: C")...J (.) NOTE: 1. REFER TO ARCHITECTURAL DRAWINGS FOR TREAD AND RISER INFORMATION TYP. CONG. SLAB ON GRADE -\\ :~~~~~ING FINISH AND EMBEDDED 1, ------~•---, t,\.R. --'t PLACE 1-BAR@ ~~ \\ BEND ·• , , TOOLED EDGE----#3 NOSING BAR -~t TYP. I I -, -EXT.HARDSCAPE '♦ ' . . \ .. \ \ ;\ .• ---, I '• 4" SLAB ON GRADE W/ #3@ 18" O.C. EACH WAY TYP. ·---1-#4 T & B CONT. ,11, TYP. EXTERIOR STAIR ON GRADE 1,_.., NOT TO SCALE 2-#5 CONT. TYPU.O.N. TYP. WALL REINF. -., V • ··, / ---/ -----✓-/ V >~ '/ TYP. WALL-< REINF. -· ;r >-" -e-' / . LINTEL UNIT 1-#5 EA--' •. -. ·. ' /' ,' ' / FACE CONT. . '• .. -.-TYP U.O.N. D ' PLACE 90' HOOK ON -OPPOSITE SIDE AT ALTERNATE STIRRUPS \ §Lf~: / / (•<<, -~/•> : j 135'-HOOK •TYP. • .,-STIRRUP CAP ✓ 135'-HOOK .•TYP. • CLOSED HOOP, STIRRUP OR TIE 135'-. HOOK V• 90' . HOOK ~/ CROSS TIE BAR SIZE #5&SMALLER #6 THRU #8 D = BEND DIA. db = BAR DIA BEND DIAMETERS BEND DIA . 6<:4, ' -d 90' STD HOOK 135' STD HOOK STANDARD HOOK LENGTHS LEGENDS FOR REINF. BENDS (NOT TO SCALE) u INDICATES 90' BEND IN PLANE OF DRAWING INDICATES 90' BEND PERPENDICULAR TO PLANE OF DRAWING INDICATES 135' BEND IN PLANE OF DRAWING INDICATES 180' BEND IN PLANE OF DRAWING MIN. BEND DIAMETERS AND STANDARD HOOK LENGTHS FOR STIRRUPS, TIES, HOOPS AND CROSS TIES <(If ,;>\.,-, ' --~\ J \ 135' • HOOK ._----TYP. ' ' 135'---' HOOK TYP. \ ___ _ OPEN HOOP, STIRRUP OR TIE STIRRUPS, TIES, HOOPS AND CROSS TIES ---/,•' /;~·.-._. .// ·r,) i, 90, -·. Ii ·· HOOK --CIRCULAR HOOP BAR SIZE #3 THRU #8 #9 THRU #11 #14 THRU #18 D = BEND DIA. db = BAR DIA BEND DIAMETERS BEND DIA 8<:4, -d 4q, OR 3"MIN. 90' STD HOOK 180' STD HOOK STANDARD HOOK LENGTHS l . INDICATES 135' OR 180' BEND PERPENDICULAR TO PLANE OF DRAWING INDICATES OFFSET IN PLANE OF DRAWING MIN. BEND DIAMETERS AND STANDARD HOOK LENGTHS FOR BARS OTHER THAN STIRRUPS, TIES, HOOPS AND CROSS TIES 17 TYP. REINFORCING BAR BENDS ,...._.., NOTTO SCALE NOTES: 1. 2. 3. PROVIDE NON-CORROSIVE METAL SLEEVES WITH INNER DIAMETER 1" GREATER THAN THE OUTER DIAMETER OF THE PIPE. IF PIPE IS IN PLACE PRIOR TO POURING CONCRETE, WRAP PIPE WITH 1" COMPRESSIBLE MATERIAL BEFORE POURING CONCRETE IN LIEU OF SLEEVE. FOR PIPES POSITIONED BELOW FOOTINGS, WHERE CONCRETE FILL ENCASEMENT IS NOT FEASIBLE CONTACT THE SOILS ENGINEER TO OBTAIN SURCHARGE SOILS PRESSING AND DESIGN PIPE & PIPE JOINTS TO SUSTAIN ALL LOADS INCLUDING SOILS SURCHARGE PRESSURES. (12'\ A \..4U --CMU WALL ---------~/ A A )<-_ .. ---___ .-.. ---,.~~~~//// /k-c--+--II-;I I-I -1-I -1-1 :;;lJ, )I, il _!I · i= LL ~ W • • PIPE/ 1 · /, , CONDUIT I/'-. SLEEVE~~-~ ■ PIPE IS POSITIONED ABOVE FOOTING AND GOES THROUGH STEMWALL --------------<A PIPE/CONDUIT TO CLEAR SLEEVE BY 1/2" ALL AROUND . . . z <D -::;:: V •h--rc--~ it: jjjl..11 /// ~L~l--_:;I) \'-------;0-+---------'/ "-2,000 PSI CONG. FILL TO BE IN / 1'-6" I. ' PLACE BEFORE FTG. IS POURED, MIN. " SLEEVE PLACE SAME WIDTH AS FTG. AND FULL WIDTH OF PIPE/CONDUIT TRENCH PIPE IS POSITIONED BELOW AND PERPENDICULAR TO FOOTING fc\ ------------~ ,/-WALL REINF. DEVELOPMENT ---A _/'./ PER SCHED. LENGTH PER SCHED. F=_==c=._~_~===;==¢1,F===r=~;;;,c". ==,=_=i VERT. REINF. JAMB #9 BARS TO REPLACE "V2" . -AND ''V3" PER THE CMU '---+---+---j WALL SCHEDULE. TYP. 3" TYP. ------2-#5 (H) STORM DRAIN PER CIVIL GROUT FILL IN ~~ ~~ TOP OF FOOTING --+-+-+--+-+-+--+-+-+--~--- _ _ + _ --•·-+--WALL REINF. ._ ---PER SCHED. 2'-8" MAX. OPENING AT 8" CMU RETAINING WALL FOOTING ' ' 1'-611 MIN. / BACKFILL , PIPE/CONDUIT m/ > NO EXCAVATION FOR PIPE/CONDUIT TRENCH PARALLEL TO FTG. BELOW THIS LINE, DROP FTG. AS REQUIRED TO MAINTAIN THIS EXCAVATION SLOPE b, A -WHEN PIPE/CONDUIT FALLS BELOW THE 2:1 PLANE BUT IS ABOVE THE 1 :1 PLANE, FILL TRENCH WITH 2000 psi CONCRETE SLURRY MIX NO EXCAVATION FOR -PIPE/CONDUIT TRENCH PARALLEL TO FTG. BELOW THIS LINE, DROP FTG. AS REQUIRED TO MAINTAIN THIS EXCAVATION SLOPE PIPE IS POSITIONED ADJACENT TO & PARALLEL TO FTG. (7:'I -------------------10 RCE __ _ EXP, ___ _ REVIE\-/ED BY, INSPECTOR 1----+--+----------------+----+---1----+----1 ROUGH GRADING PLANS FOR: MARJA ACRES CMU RETAINING WALL GENERAL CONSTRUCTION DETAILS GR2021-0006 DATE DATE PUD 16-D9 SUP 16-D2 HOP 16-D2 CDP 16-33 SOP 2D18-0001 IMAGINE-INNOVATE-INTEGRATE P: 619.294.6600 F: 619.294.6800 APPROVED: JASON S. GELDERT 1495 Pacific Hwy, E{';Ef~~~ER RCE 63912 EXPIRES 9/30/22 DAT-E ---Knowwhat's below. Call before you dig. (-1-2 TYP. CMU WALL DRAIN STORM OPENING NOTTO SCALE Suite 400 San Diego, CA 92101 www.smr-eng.com DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: I PROJECT NO. I DRAWING NO. CHKD BY: --CT 16-07 529-9A RVWD BY: DocuSign Envelope ID: 470614E5-43B1-49E9-B3F7-71E9545517E1 (5,*(76'(52)&$/,)251,$67$7(2)253,66(/$11 5((1,*(([S661(7&88575/$8+*1$0+1*1<8 0%,$0 NOTES: DEVELOPMENT LENGTH FOR DEFORMED BARS ( l.,i ) 1. FOR FOOTINGS WITH A SINGLE LAYER OF REINFORCEMENT, USE THE OUTER LAYER REINFORCING LAYOUT AND PLACE AT CENTER OF THE FOOTING. #6 AND SMALLER #7 AND MIN. f, BARS AND LARGER 2. FOR FOOTINGS WITH MORE THAN TWO LAYERS OF REINFORCEMENT, EXTEND THE MIDDLE LAYER REINFORCEMENT AS FAR AS POSSIBLE AND psi DEFORMED WIRES BARS PROVIDE A STANDARD HOOK AT THE ENDS. 3. FOR DEVELOPMENT/SPLICE LENGTHS SEE SCHEDULE CLEAR SPACING OF BARS BEING DEVELOPED OR 3000 44 db 55 db SPLICED NOT LESS THAN db , CLEAR COVER NOT 4000 38 db 47 db LESS THAN db, AND BEAM STIRRUPS OR COLUMN 5000 34 db 42 db TIES THROUGHOUT l.,i NOT LESS THAN THE CODE 6000 31 db 39 db SPLICE LENGTH SPLICE LENGTH /1-ALTERNATE BEND SPLICE LENGTH • STD. HOOK~. SPLICE LENGTH STD. HOOK-1 MINIMUM OR CLEAR SPACING OF BARS BEING . PERSCHED. PERSCHED. PERSCHED. •. PERSCHED. •. DEVELOPED OR SPLICED NOT LESS THAN 2db AND 8000 27 db 34 db . •. ' . ' .. • . < • < ' ' ,:, I ~, '• .. ' ., CLEAR COVER NOT LESS THAN dh 10000 24 db 30 db .• / ' . J _____ .· ".; -~. c ,. /'.l ti " ' ,. . :i::: . . :i::: ' '~_; I-" <: ~ -I-' 3000 66 db 82 db . '. c . (!) ci "'·· ., . <} (!) ci ~1 -. I :i::: ,, ,1 ''--• _, j ... ,..-1 I-. ,, z LJ.J z LJ.J /, ,;i 2 :i::: /'., d :i::: r ,\ . ' I 4000 57 db 71 db (!) Cl . · A· c"j LJ.J LJ.J .. -. z LJ.J -_J u _J u LJ.J :i::: ' en en I t 5000 51 db 64 db _Ju ' LJ.J .. ' LJ.J ' -\~STD. HOOK u 0:: "-STD. HOOK u 0:: I I OTHER CASES LJ.J en ::::; LJ.J . ... ::::; LJ.J 6000 46 db 58 db u 0:: c.. c.. c.. c.. I -~ •-7 " -I -LJ.J ., en en 8000 40 db 51 db 1[ c.. ' . I .I en ' . /] I I I . 10000 36 db 45 db I , .I •. .J db= NOMINAL DIAMETER OF BAR . 2 . C A . j 1 . l V V ' V PLAN VIEW AT CORNER PLAN VIEW AT INTERSECTION PLAN VIEW AT CORNER PLAN VIEW AT INTERSECTION PLAN VIEW AT CORNER PLAN VIEW AT INTERSECTION SINGLE LAYER OF HORIZ. REINFORCEMENT DOUBLE LAYER OF HORIZ. REINFORCEMENT MULTIPLE LAYER OF HORIZ. REINFORCEMENT SPLICE LENGTH FOR DEFORMED BARS CLASS 'B' SPLICE ( L,b) TYP. REINF. AT FOOTING INTERSECTIONS I 7 MIN. f, #6 AND SMALLER #7 AND NOTTO SCALE BARS AND LARGER '-./ psi DEFORMED WIRES BARS CLEAR SPACING OF BARS BEING DEVELOPED OR 3000 58 db 72 db NOTE: SPLICED NOT LESS THAN db , CLEAR COVER NOT 4000 50 db 62 db SOIL/GEOTECHNICAL ENGINEER SHALL INSPECT & APPROVE SUBGRADE PRIOR TO LESS THAN db, AND BEAM STIRRUPS OR COLUMN 5000 45 db 55 db DEV. LENGTH ( Ldh) OF STANDARD HOOKS FOR BACKFILL & CAPILLARY WATER BARRIER PLACEMENT TIES THROUGHOUT L,b NOT LESS THAN THE CODE 6000 41 db 51 db MINIMUM OR CLEAR SPACING OF BARS BEING GRADE 60 BAR IN TENSION DEVELOPED OR SPLICED NOT LESS THAN 2db AND 8000 36 db 45 db j CLEAR COVER NOT LESS THAN db 10000 32 db 39 db f,' (NORMAL WEIGHT CONCRETE), psi V BAR SIZE ,, 'ci 3000 86 db 107 db NO. 3000 4000 5000 6000 8000 10,000 4000 75 db 93 db #3 9" 8" 7" 6" 6" 6" C 5000 67 db 84 db <' OTHER CASES 6000 60 db 76 db #4 11" 10" 9" 8" 7" 6" 8000 52 db 65 db #5 14" 12" 11" 10" 9" 8" /, 10000 49 db 59 db #6 17" 15" 13" 12" 10" 9" -----•• >>;: ·. '<, #7 20" 17" 15" 14" 12" 11" ., ~· db = NOMINAL DIAMETER OF BAR #8 22" 19" 17'' 16" 14" 12" z . #9 25" 22" 20" 18" 16" 14" ::;; ·. co . . ' <! #10 28" 25" 22" 20" 17" 16" ~ -/\ ., .. #11 31" 27" 24" 22" 19" 17" . ' ' .· . . . I. . ,-REINF. . j V I z ! ::;; •, • 0 CRITICAL -~ ' , M ~ ---SECTION 90° HOOK . j 1·· •.• •• •• · .. •, I', ••,,. . ',\ V ' 12" SPLICE LENGTH ~m11n~1111~1m11n~~~-mUnU11l,, I · .. MIN. L,b ""' ) =I ,-' = I I J. I 1-STAGGER PERSCHED. _; 2'-0" BACKFILL W/ 95% COMPACTED -CLR. COMPACTED FILL FIGURE-1 180° HOOK SOIL BOTH SIDES MIN. , Ldh ,, 0DETAIL NOTES: 2 NOT TO SCALE 1, DEVELOPMENT/SPLICE LENGTH LISTED IN TABLES ABOVE ARE FOR GRADE 60, UNCOATED, REINF OTHER THAN TOP HORIZONTAL REINF AS DEFINED IN NOTE 3 BELOW. MINIMUM NOTES: DEVELOPMENT/SPLICE LENGTH IS 12". 2. FOR GRADE 40 STEEL, MULTIPLY DEVELOPMENT/SPLICE LENGTHS BY 0.67. 1. FOR LIGHTWEIGHT CONCRETE, MULTIPLY THE DEVELOPMENT LENGTH BY 1.3 3. FOR LIGHTWEIGHT CONCRETE, MULTIPLY DEVELOPMENT/SPLICE LENGTHS BY 1.3. 2. FOR BAR BEND DIMENSIONS SEE TYPICAL BAR BEND DETAIL 4. FOR TOP BARS, MULTIPLY DEVELOPMENT/SPLICE LENGTH BY 1.3. TOP BAR IS DEFINED AS HORIZONTAL REINFORCEMENT PLACED SUCH THAT MORE THAN 12" OF FRESH CONCRETE IS CAST BELOW DEVELOPMENT/SPLICE LENGTH. 11 AS BUIL T11 5, ALL SPLICES SHALL BE STAGGERED PER FIGURE 1 BELOW EXCEPT FOOTING AND SLAB ON GRADE. TYP. TENSION DEVELOPMENT AND RCE EXP, DATE @SPLICE LENGTHS -DEV. LENGTHS FOR STANDARD HOOKS / '\ REV!EwED BY, 6 NOTTO SCALE NOTTO SCALE '-INSPECTOR DATE ~ CITY OF CARLSBAD ~ Sl'~R~ 4 ENGINEERING DEPARTMENT 0 ROUGH GRADING PLANS FOR: MARJA ACRES PUD 16-D9 -CMU RETAINING WALL SUP 16-D2 ► •• HDP 16-D2 GENERAL CONSTRUCTION OETAILS CDP 16-33 • I I ,1 IMAGINE-INNOVATE-INTEGRATE GR2021-0006 SDP 2D18-0001 I, 'M;/ P: 619.294.6600 ., I APPROVED: JASON S. GELDERT ' /I F: 619.294.6800 I E~E&iN•t0:ft'.~ER <f ·~cz 1495 Pacific Hwy, RCE 63912 EXPIRES 9/30/22 DATE Suite 400 Knowwhat's below. San Diego, CA 92101 OWN BY: I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: Call before you dig. www.smr-eng.com REVISION DESCRIPTION CT 16-07 ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: 529-9A DocuSign Envelope ID: 470614E5-43B1-49E9-B3F7-71E9545517E1 (5,*(76'(52)&$/,)251,$67$7(2)253,66(/$11 5((1,*(([S661(7&88575/$8+*1$0+1*1<8 0%,$0 • a:: N---' u ct+-----,-t-c-2-#5 TYP. U.O.N. / ' / -. . SPLICE LENGTH PER SCHED. I I L. / ' • ' 11 TYP. VERr':~ 7 ALL CELLS SHALL BE FILLED SOLID WITH GROUT ; SPLICE ; LENGTH PER SCHED. . . • / .. / 7 e J . -STD. ALTERNATE BEND I WALL REINF. v/ HOOK / • J I • /. ,' . / / AT END AT INTERSECTION SINGLE CURTAIN OF HORIZ. AND I I TYP. HORIZ. WALL REINF. / . / . / I• . . I/ J l AT CORNER VERT. REINF. @8" -10" CMU WALL fA\ --~----------~ -.---'"-2-#5 TYP. U.O.N. ;-ALL CELLS SHALL BE FILLED SOLID WITH GROUT SPLICE LENGTH PER SPLICE LENGTH • PER SCHED. f ~ · I I •. JM · ~= / / . • ~·. • . ~ ' /, . ' l . . 4 ~ ~ SCHED. / / , ~ / . ~ ~ // _! STD. HOOK AT END ., I V ' STD. . I / ~-.. ,; : TYP. VERT_-·. HOOKS WALLREINF. / • 4--....+/V / A V AT INTERSECTION TYP. HORIZ. WALL REINF. / CHORD BARS / / / . AT CORNER DBL. CURTAIN OF HORIZ. REINF. AND SINGLE CURTAN ~OF~V~E~R~T-~R=E~IN~F-~@~8~"--1~0-"C=M~U~W~A=L~L---------------0 SPLICE ALL CELLS SHALL BE FILLED SOLID W/ GROUT. cp---1-#5 EA. I FACETYP. LENGTH / SPLICE LENGTH PERSCHED. , U.0.N. . / / ,L . I . . . / / . / . / / .,_ PER SCHED. . I / I'¼ / ' I / I • .• / / / / ' • cf • / / I . ci UJ ' •/ E-~:1~:~·~11,-~3~r~~~-~~ ~ I / .• · / / / /; / W / ! \ I•. r-"'"°-~~~,+W----'--ffllf'-1 C.. LsTD. HOOKS i / //, 2-#5 VERT. • 1/1 -~"-tff,' • ~ // "'"' 1/ -------e-'--.--,---'\__ / as TYP. HORIZ._l-"" e--'::::::::==::::1 TYP. VERT.~ I/ ---' WALL REINF. ' • WALL REINF. • 1/ ~ TYP. VERT. WALL REINF. AT END -r-+~ ~ -•" -ALL CORNERS & '=;,f--'.----tllft=I :::; INTERSECTIONS SHALL r:;rt---,---tfl'l"-"-"l---_y_ ,"-n'l.1.-HAVE 2-#5 VERTICAL ~ / A / / U.0.N. WI DOWELS INTO V ~~"A'v'~~ FTG. AT INTERSECTION AT CORNER _ DB_L_. C~U_R_TA_IN~OF_H_O~R_IZ_. &~V_E_R_T_. R_E_IN_F.~@-12_" C~M~U~W_A_L_L _________ © ✓12, TYP. REINF. AT CMU WALL INTERSECTIONS 1,_.,.. NOT TO SCALE -Knowwhat's below. Call before you dig. WALL JOINT@ • fl. WALL JOINT • WALL JOINT @ • FLANGED NEOPRENE CONTROL JOINT. CONT. VERTICALLY 20'-0" MAX. \ I 20'-0' MAX. I I 1N ~ MASONRY WALL . y / -\ I·/ • / / /.,....... / e---+-t--~-+t---++-, I • I -.I. l / / ' I ,_ I I' 1-#5 EA. FACE VERT. ----;+/ I EACH SIDE OF JOINT & STD. : 1 DOWELED INTO FTG. HOOK ' STACK BOND CONST. AT -..-,.. , CONTROL JOINT FROM TOP OF 11 FOOTING TO TOP OF WALL, TYP. I, -• STOP ALL HORIZ. BARS EA . SIDE OF JOINT. 318" MIN. CONTROL JOINT WIDTH '' 1/2" MAX. CONTROL JOINT WIDTH 0 TYP. 12" MASONRY CONTROL JOINTS NOTTO SCALE /, FLANGED NEOPRENE CONTROL JOINT. CONT. VERTICALLY . -. / ·. .. -/ • -/-/ 1-#5 VERT. EACH SIDE OF JOINT & DOWELED INTO FTG. WALL JOINT@ 20'-0" MAX. . I I ,t : I STD.-' HOOK STACK BOND CONST. AT ---·· ___ ....... CONTROL JOINT FROM TOP OF FOOTING TO TOP OF WALL, TYP. f L. WALL JOINT WALL JOINT@ i 20'-0" MAX. • I I I~ ~ ,~ I I ~ I I I I -MASONRY WALL I \1-STOPALL HORIZ. BARS EA. SIDE OF JOINT. POL YSULFIDE CAULKING WI URETHANE FOAM BACKING (EA. FACE) OR AN APPROVED BOND BREAKER. CAULKING COLOR SHALL MATCH MORTAR BEING USED FOR ADJ. WALL PROVIDE CAULKING SEALANT CONT. EA. SIDE 318" MIN. CONTROL JOINT WIDTH .. 112" MAX. CONTROL JOINT WIDTH 0TYP. 8" MASONRY CONTROL JOINTS NOTTO SCALE NOTES: LAP SPLICE & DEVELOPMENT LENGTH SCHED. (fy = 60,000 psi, fm = 2,000 psi) SIZE #3 #4 #5 #6 #7 #8 SPLICE LENGTH REBAR@ CENTER OF CELL (SINGLE CURTAIN) 12" 14" 21" 39" 53" 72" REBAR @ FACE OF CELL (DOUBLE CURTAIN & PILASTER) 13" 22" 35" 54" 63" 72" 1. REINFORCING MAY BE CONSIDERED TO BE SPLICED WHEN IN CONTACT OR WHEN THE BARS ARE SPACED NO FARTHER APART THAN 1/5 THE REQUIRED LAP LENGTH INDICATED AND NEVER FURTHER APART THAN 8". 2. CLEAR COVER NOTED ABOVED SHALL ALSO BE MAINTAINED BETWEEN ADJACENT PAIRS OF SPLICED BARS. TYP. MASONRY LAP SPLICE AND ~1 PEVELOPMENT LENGTH ~ NOT TO SCALE 11 AS BUIL T11 RCE __ _ EXP, ___ _ REV!EwED BY, INSPECTOR DATE DATE 1----+--+----------------+------+---1------+-----1 ROUGH GRADING PLANS FOR: IMAGINE-INNOVATE-INTEGRATE P: 619.294.6600 F: 619.294.6800 1495 Pacific Hwy, Suite 400 San Diego, CA 92101 www.smr-eng.com DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL MARJA ACRES CMU RETAINING WALL CMU DETAILS GR2021-0006 APPROVED: ~ f, • ., -IL 1,.. PUD 16-D9 SUP 16-D2 HDP 16-02 CDP 16-33 SDP 2D18-0001 JASON S. GELDERT ENGINEERING MA'NAGER RCE 63912 EXPIRES 9/30/22 DATE OWN BY: I PROJECT NO. I DRAWING NO. CHKD BY: --~--C_T_1_6-_0_7_~ 529-9A RVWD BY: _ DocuSign Envelope ID: 470614E5-43B1-49E9-B3F7-71E9545517E1 7+,66+((7:$6,17(17,21$//</()7%/$1.$0 "AS BUILT" RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD ~ >---+------,------------------+----+---1----1------.1 ~ ENGINEERING DEPARTMENT L__§_Q_j ~=~==========='-'==~ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION ROUGH GRADING PLANS FOR: MARJA ACRES GR2021-0006 PUD 16-09 SUP 16-02 HDP 16-02 CDP 16-33 SOP 2018-0001 APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/22 DATE OWN BY: ~M~L __ I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL ,---~----,---~-----, CHKD BY: ---CT 1 6-0 7 52 9-9 A OTHER APPROVAL CITY APPROVAL LcR'..'.V."'W."D-'B"-Y'.c.:~==.I L--------~ DocuSign Envelope ID: 470614E5-43B1-49E9-B3F7-71E9545517E1 7+,66+((7:$6,17(17,21$//</()7%/$1.$0 "AS BUILT" RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD ~ >---+------,------------------+----+---1----1------.1 UZ_j ENGINEERING DEPARTMENT L__§_Q_j ~=~==========='-'==~ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION ROUGH GRADING PLANS FOR: MARJA ACRES GR2021-0006 PUD 16-09 SUP 16-02 HDP 16-02 CDP 16-33 SOP 2018-0001 APPROVED: JASON S. GELDERT ENGINEERING MtNAGER RCE 63912 EXPIRES 9/30/22 DATE OWN BY: ~M~L __ I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL ,---~----,---~-----, CHKD BY: ---CT 1 6-0 7 52 9-9 A OTHER APPROVAL CITY APPROVAL LcR'..'.V."'W."D-'B"-Y'.c.:~==.I L--------~ DocuSign Envelope ID: 470614E5-43B1-49E9-B3F7-71E9545517E1 7+,66+((7:$6,17(17,21$//</()7%/$1.$0 "AS BUILT" RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD ~ >---+------,------------------+----+---1----1------.1 ~ ENGINEERING DEPARTMENT L__§_Q_j ~=~==========='-'==~ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION ROUGH GRADING PLANS FOR: MARJA ACRES PUD 16-09 SUP 16-02 HDP 16-02 CDP 16-33 GR2021-0006 SOP 2018-0001 APPROVED: JASON S. GELDERT iiN'2iNEIRING0U,tAGER RCE 63912 EXPIRES 9/30/22 DAT-E ----OWN BY: ~M~L __ I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL ,---~----,---~-----, CHKD BY: ---CT 1 6-0 7 52 9-9 A OTHER APPROVAL CITY APPROVAL LcR'..'.V."'W."D-'B"-Y'.c.:~==.I L--------~ DocuSign Envelope ID: 470614E5-43B1-49E9-B3F7-71E9545517E1 (5,*(76'(52)&$/,)251,$67$7(2)253,66(/$11 5((1,*(([S661(7&88575/$8+*1$0+1*1<8 0%,$0 ci A SAFTY FENCE WHERE---",f OCCURS, REFERENCE :t 1-#4 EA. SIDE OF POST TO SHEET 5. : f ,c// r-\l,,;."------------------'l.-b,-'1.------------W/' ~ ~ / // I "H1" BAR . / /" -' -'1.----------lfL-¥ 5" • / I J_ 11 -WRAP FILTER FABRIC FLAP -+-----+_c++ 1 BEHIND CORE ,,: 'V1" BAR-------/-WATER PROOFING, TK-HYDROMAX ~ 8 2001 OR APPROVED EQUAL ::;; c:l . :::, / i-MIRAFI G100N, CONTECT ~ a / / C-DRAIN, OR EQUIVALENT ~ LOCATE 2-#4 @ ____ --E .... Q . .__v;i,~___--.EQ=. DRAINAGE COMPOSITE. " . THIS LOCATION · . 9'i;.ll-. -------------¾. T=8" "H2" BAR ci llJ llJ --/ >/ / / / 21/2" !z ~ LOCATE 2-#4@ ~ ~ THIS LOCATION g ~ OPTIONAL WEEP / CLR. ~i.3 ~CJ) CJ) rr. llJ .;c ....... 'ffl------'l."o. ci ,0::: 8 --' o ID -' :::, ..,. ::;; / LJ.J llJ • :r: ~ F HOLES PER CIVIL, CUT ~ §E BACK CORE TO MATCH IITII = 1'-0" 0 G -' CJ) 2 112" es ffi u "' -~ SIZE OF WEEP HOLE. / CLR. o. •/ / •; >='. DO NOT CUT FABRIC \. A/ ~¥-------+-.---------',f .,,._ ___________ / -o_, 'V3" BAR-----~1:J:2·";+;1~-•_!'T_c1' =c_..11_:'-4'1_11 i:o en • a:: ,., _. u / -· => ..,. ::;; ' ---------"--'--I /'/ 'c-7UT7LJT11 -. "H3" BAR---~ • ◄ 1 ''TOE" "TH= 1•-511 8'-0" MAX. • I ' ,: I ; -"K" BAR "TS"-•' 118S"-/ / i. 'l BARS BARS .,-F~-3-,. -., ,, , 1-#5 o. ,, ,, CONT. ~w CLR. • Cl ~ "KEY TOE" . 11911 FOOTING WIDTH WALL TYPE VI-a ~ "KW" KEY WIDTH u '1r> -(!) ~ z llJ . -z t-01-,0::: -u 0-• u... :r: 1-~"TL" BARS ~4• DIA. PERFORATED PIPE WITH PROPER OUTLET PER ~"BL' BARS CIVIL DRAWINGS. PEEL BACK THE BOTTOM FABRIC FLAP, PLACE PIPE NEXT TO CORE. WRAP FABRIC AROUND PIPE AND TUCK BEHIND CORE. SEE NOTES FOR AL TERNA TE WEEP HOLE DISCHARGE SYSTEM. ci I-llJ z :r: LJ.J u ::;; CJ) a. rr. ow -' 0. llJ :r: > 1-LJ.J (!) Cl Z llJ -' "H1" BAR "V1" BAR-----T=8" 1-#4 EA. SIDE OF POST _/-WATER PROOFING, TK-HYDROMAX ,,: 2001 OR APPROVED EQUAL ~ g • · -MIRAFI G100N, CONTECT ~ g:: SAFTY FENCE WHERE ~-. OCCURS, REFERENCE TO SHEET 5. A : f " • II '"' 1-#4 EA. SIDE OF POST :r // . ~ af?<c. =-. ., 1:,\i =IC · ' C-DRAIN, OR EQUIVALENT ~ ~ --E .... Q . .__.r".__....t:t-.--.EQ=. DRAINAGE COMPOSITE. I/ 'l:· -I_, / J! I 11 ,LI-/-WRAP FILTER FABRIC FLAP BEHIND CORE A -• , • ' WATER PROOFING, TK-HYDROMAX -r------1c-f-. l / / 2001 OR APPROVED EQUAL SAFTY FENCE WHERE OCCURS, REFERENCE TO SHEET 5. -a " II / ,0::: 'V1" BARS ►1// " 1-#4 EA. SIDE OF POST LOCATE 2-#4 @ THIS LOCATION ,0::: 8 ~g / ■-----MIRAFI G1 OON, CONTECT C-DRAIN, OR : f ' ~ ! &. , 1f "' of?V WRAP FILTER FABRIC 'T" = 1'-0" --' o ID ::;; ID . :::, "H1" BARS EQUIVALENT DRAINAGE COMPOSITE. "H2" BAR----LOCATE 2-#4@ THIS LOCATION "H3"BAR . / 21/2" CLR. -' :::, V ~ = u :r: "' -9::;; <OU ~ DOWELS TO MATCH VERT. BARS IN SIZE &SPACING ~ ~ ~ G OPTIONAL WEEP HOLES-. EQ. / EQ. ' 21/2" CLR. "T" = 1'-011 ci LJ.J llJ u:r: -U -' CJ) es ffi 0. DOWELS TO MATCH VERT. BARS IN SIZE &SPACING . / 'T" = 1'-4' ciu -~ \ . /~/ •,. ·i" -' ~ z g PER CIVIL, CUT BACK CORE , es ffi 2 g ::;; ID TO MATCH SIZE OF WEEP .-"H2' BAR a. ~Cl ===> '-"V3" BAR :· , / ~ ~ i ~ HOLE. DO NOT CUT FABRIC ' l_ --,~f-_-------rr:;~:7-; co ...... ----------rTc-"'"/11/' 2'-0" ~"'-i-.--_T_S_" - , " 8'-.,.0"oMEAX';="_, ,'=', / ;.1// .. ,. ~. ----------------------------i--:·;~t~ir~R;~:~~D ~.,..i __ ---+--_-rr.-. -~1-sR-.s_ --i' ",,, ,:To~~ b J:.-, -.· 9 9 BARS ··-. ·1 / / ~) OUTLET PER CIVIL 9 9 "' d \; ► • .i~ I ci I-llJ z :r: LJ.J u ::;; CJ) 0. rr. ow -' 0. llJ :r: > 1-LJ.J (!) Cl Z llJ -' DOWELS TO MATCH VERT. BARS IN SIZE &SPACING OPTIONAL WEEP HOLES PER CIVIL, CUT BACK CORE TO MATCH SIZE OF WEEP HOLE. DO NOT CUT FABRIC ~u.,i.s"'.,_---'l.----+A.c.Y~~l1-cl -cc1ILI ---c"'_IFi··"-·1' ~'~. FLAP BEHIND CORE / ill-' ' / . ---WATER PROOFING, TK-HYDROMAX . , / 2001 ORAPPROVED EQUAL i---------MIRAFI G100N, CONTECT C-DRAIN, OR G EQUIVALENT DRAINAGE COMPOSITE. g • ID EQ. "T" = 811 ·' ,M4!+--V1' BAR 4" DIA. PERFORATED ~ > / ~:::::, ::;; u ~ PIPE WITH PROPER OUTLET ~ , . ~ I~/ -4" DIA. PERFORATED PIPE WITH PER CIVIL DRAWINGS. PEEL ffi +1---------i:-11" 2'-0"! /. PROPER OUTLET PER CIVIL BACK THE BOTTOM FABRIC ~ z1~ ' "'"iF"n'.;c1' .__ .-, ·' ·_ DRAWINGS. PEEL BACK THE BOTTOM FLAP, PLACE PIPE NEXT TO ~ ~ ~ TOE : / ··~ ~ d FABRIC FLAP, PLACE PIPE NEXT TO CORE. WRAP FABRIC ~ ;.'.. ,;, / • 1~!!Ji,,/l'.I CORE. WRAP FABRIC AROUND PIPE ~ "' •1~,~.,---,.L-_l_-Jc--..L-•/J-k~--,---------------·-"'~ DRAWINGS. PEEL BACK .,,.__~__,,__"'-~,._C!l___,._w,--"',---~.-.. -.---',,~~---4-'-+·••.12-"'Xc'..,:::=.::-~...,,,1-.-__ ____.,__ • -~--3" -F~~~"'===~~= __ ,ee:i"?~~,,-_. -+-~ §E ffl THE BOTTOM FABRIC FLAP, z w 3" · ~ . -T Nu -C~LR-. ___,,_.."'~ •c ,.//_1 , " _ ~ . t-b ~ PLACE PIPE NEXT TO CORE. t-" 8 ~ CLR. . 1o _ AROUND PIPE AND TUCK u,,__ _ _,_:t-..,.=-=-=-=-=-=-=-=-=::==!zt_j'~·~,:-~-:..~;-_,______,__ "' AND TUCK BEHIND CORE. SEE BEHIND CORE. SEE NOTES r··--§E ffl NOTES FOR ALTERNATE WEEP HOLE FOR AL TERNA TE WEEP HOLE "TL" BARS ·' ., , t-b ~ DISCHARGE SYSTEM . ~ ~_-_-_--;,'-",...,_-i.,._J":1""-~~~~"tl====,___.~----~---~~ •~ .fr :r: WRAP FABRIC AROUND u... ;i::: ' / ,' 0 f"""---------"K" BAR -~.--'c-------1-PIPE AND TUCK BEHIND . -"TL"BARS • a:: i • . . CORE. SEE NOTES FOR "'d "BS"_; ·-~1-#5 ALTERNATE WEEP HOLE / i= 3" -"BL" BARS OPTIONAL WEEP HOLES-·' BARS • i:b ,, ,, CONT. DISCHARGE SYSTEM. PER CIVIL CUT BACK ,,: ° CLR. ' >-CORE TO MATCH SIZE ~ OF WEEP HOLE. DO NOT CUT FABRIC "KEY TOE" "B" FOOTING WIDTH WALL TYPE V-a IIKWI KEY WIDTH RETAINING WALL SCHEDULE W/ SLOPING BACKFILL (SURCHARGE LOADS= 100 psf) • a:: "' -' u l -"K" BAR 118S"-i DISCHARGE SYSTEM. 'BL" BARS r -' . , -" . " ' · fr F ·-"TL" BARS \\ BARS ~ ·---'-+'---' ' --1-#5 3" -"BL"BARS :r: ' ' • >-1-CLR. ,0::: w 0. =~w Cl "KEY TOE" "B" FOOTING WIDTH WALL TYPE IV-a CONT. "KW" . KEY WIDTH NOTES: 1. PROVIDE CONSTRUCTION/CONTROL JOINT, @ 20'-0" MAX., 3" CLR. 'KEY TOE" , + \ -, / "B" FOOTING WIDTH ' WALL TYPE Ill-a PER~ AND~• VERIFY LOCATION WITH CIVIL PRIOR TO CONSTRUCTION. • a:: "'-' u 'BS'BAR WALL HEIGHT WALL FOOTING FOOTING KEY KEY TYPE WIDTH THICKNESS "KEY TOE" DEPTH WIDTH "TOE" STEM REINFORCEMENT FOOTING REINFORCEMENT ~~ "H" 6'-0" OR LESS 6'-1' TO 7'-4' 7'-5' TO 8'-8" 8'-9" TO 10'-0" 10'-1" TO 11'-4" 11'-5" TO 12'-8" 12'-9" TO 14'-0" 14'-1" TO 16'-0" -., Knowwhat's below. Call before you dig. "B" "T" 'K" "KW" "V1" BARS "V2" BARS "V3" BARS "H1" BARS "H2" BARS "H3" BARS BOTTOM-SHORT TOP-SHORT "8S11 "TS11 "BL11 "TL" BOTTOM-LONG TOP-LONG BARS Ill-a 6'-011 20' 41-011 4'-0" #6@ 8" o.c. #4@24"0.C. #4@ 12" o.c. #4@ 12" o.c. IV-a 7'-0" 20' 5'-011 01-611 12" 5'-0" #4@ 16" O.C. #5@ 8" O.C. #4 @ 24" O.C. #4 @ 24" O.C. #5 @8" O.C. #4@ 18" O.C. #4@ 12" O.C. #4@ 12" O.C. IV-a 8'-6" 20' 6'-6" 1'-0" 12" 6'-6' #5@ 8" O.C. #6@ 8" O.C. #4 @ 24" O.C. #4 @ 24" O.C. #5 @8" O.C. #4@ 18" O.C. #5@ 12" O.C. #5@ 12" O.C. #4@8" O.C. IV-a 10'-0" 24' 8'-0" 1'-3" 12" 8'-0" #6@ 8" O.C. #7@ 8" O.C. #4 @ 24" O.C. #4 @ 24" O.C. #6 @8" O.C. #4@ 18" O.C. #5@ 12" O.C. #5@ 12" O.C. #4@8" O.C. V-a 11 '-0" 24' 8'-011 1'-8" 16" 8'-0" #4@24" O.C. #6@ 16" O.C. #7@ 8" O.C. #4@24" O.C. #4@24" O.C. #4@24" O.C. #7 @8" O.C. #4@ 18" O.C. #5@ 12" O.C. #5@ 12" O.C. #5@8" O.C. V-a 11 '-6" 26' 8'-011 1'-8" 16" 8'-0" #5@ 16" O.C. #5@ 8" O.C. #8@ 8" O.C. #4@24" O.C. #4@24" O.C. #4@24" O.C. #7 @8" O.C. #4@ 18" O.C. #5@ 12" O.C. #5@ 12" O.C. #5@8" O.C. VI-a 12'-6" 26' 8'-0" 2•-a11 18" 8'-0" #4@ 16" O.C. #5@ 8" O.C. #8@ 8" O.C. #4@24" O.C. #4@24" O.C. #4@24" O.C. #8 @8" O.C. #4@ 12" O.C. #5@ 12" O.C. #5@ 12" O.C. #5@8" O.C. VI-a 13'-6" 28' 8'-011 2•-a11 18" 8'-0" #4@ 8" O.C. #6@ 8" O.C. #9@ 8" O.C. #4@24" O.C. #4@24" O.C. #4@24" O.C. #8 @8" O.C. #4@ 12" O.C. #5@ 12" O.C. #5@ 12" O.C. #5@8" O.C. CD CMU RETAINING WALL W/ SLOPING BACKFILL NOTTO SCALE 2. PIPE TYPE SHOULD BE PVC OR ABS, SCHEDULE 40 OR SDR35 SATISFYING THE REQUIREMENTS OF ASTM TEST STANDARD D1527, D1785, D12751, OR D3034 3. FILTER FABRIC SHALL BE APPROVED PERMEABLE NON-WOVEN POLYESTER, NYLON, OR POLYPROPYLENE MATERIAL. 4. DRAIN PIPE SHOULD HAVE A GRADIENT OF 1 PERCENT MINIMUM. 5. WEEP HOLES MAY BE PROVIDED FOR LOW RETAINING WALLS (LESS THAN 3 FEET IN HEIGHT) IN LIEU OF A VERTICAL DRAIN AND PIPE AND WHERE POTENTIAL WATER FROM BEHIND THE RETAINING WALL WILL NOT CREATE A NUISANCE WATER CONDITION. IF EXPOSURE IS NOT PERMITTED, A PROPER SUBDRAIN OUTLET SYSTEM SHALL BE PROVIDED. 6. IF EXPOSURE IS PERMITTED, WEEP HOLES SHOULD BE 2-INCH MINIMUM DIAMETER AND PROVIDED AT 25-FOOT MAXIMUM SPACING ALONG WALL. WEEP HOLES SHOULD BE LOCATED 3+ INCHES ABOVE FINISHED GRADE. 7. SCREENING SUCH AS WITH A FILTER FABRIC SHOULD BE PROVIDED FOR WEEP HOLES/OPEN JOINTS TO PREVENT EARTH MATERIALS FROM ENTERING THE HOLES/JOINTS. 8. OPEN VERTICAL MASONRY JOINTS (I.E., OMIT MORTAR FROM JOINTS OF FIRST COURSE ABOVE FINISHED GRADE) AT 32-INCH MAXIMUM INTERVALS MAY BE SUBSTITUTED FOR WEEP HOLES. 9. THE GEOTECHNICAL CONSULTANT MAY PROVIDE ADDITIONAL RECOMMENDATIONS FOR RETAINING WALLS DESIGNED FOR SELECT SAND BACKFILL. 10.CMU BLOCK SHOULD BE ORCO SPLIT FACE BLOCK W/ WIDTH (PER SCHEDULE) x 8" (HEIGHT) x 16' (LENGTH), AND CAP SHOULD BEW/ 8" (WIDTH) x 2' (HEIGHT) x 16' {LENGTH). COLOR TO BE "TAN" FOR THE BLOCK AND THE CAP. VERIFY WITH LANDSCAPE ARCHITECH PRIOR TO CONSTRUCTION. RCE __ _ EXP, ___ _ REV!EwED BY• INSPECTOR DATE DATE 1-----+---+----------------1-----+--+-----+----.1 ROUGH GRADING PLANS FOR: I, IMAGINE-INNOVATE-INTEGRATE P: 619.294.6600 F: 619.294.6800 1495 Pacific Hwy, Suite 400 San Diego, CA 92101 www.smr-eng.com DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL MARJA ACRES CMU RETAINING WALL SITE STRUCTURE DETAILS GR2021-0006 APPROVED: T..,.. e,..,.,,,ttfo,. PUD 16-D9 SUP 16-D2 HOP 16-D2 CDP 16-33 SOP 2D18-0001 JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/22 DATE DWN BY: I PROJECT NO. I DRAWING NO. CHKD BY: ---~--C_T_1_6_-0_7 __ ~ 529-9A RVWD BY: _ DocuSign Envelope ID: 470614E5-43B1-49E9-B3F7-71E9545517E1 (5,*(76'(52)&$/,)251,$67$7(2)253,66(/$11 5((1,*(([S661(7&88575/$8+*1$0+1*1<8 0%,$0 WALL HEIGHT "H" 6'-1" TO 7'-4" 7'-5" TO 8'-8" 8'-9" TO 10'-0" 10'-1" TO 11'-4" 11'-5" TO 12'-8" -., Knowwhat's below. Call before you dig. :c • _J ~~ en Cl:'.'. _, w ..,. 0.. SAFTY FENCE WHERE--OCCURS, REFERENCE R ------j f • I ' TO SHEET 5. ~' ~ ·o..---------w)~/ . .--1-#4 EA. SIDE OF POST I/> I I 11111111IT I// v/ "-WRAP FILTER FABRIC FLAP BEHIND CORE ::.:: WATER PROOFING, TK-HYDROMAX ~ g 2001 ORAPPROVED EQUAL "V1" BARS I , . . . . . . . . . . . . k/ ::;; "' = ::::, MIRAFI G100N, CONTECT C-DRAIN, OR "9::;; "H1"BARS--I/ I -----. ·---. co u EQUIVALENT DRAINAGE COMPOSITE. 1 ... • SLOPE PER CIVIL IF OCCURS DOWELS TO MATCH VERT. BARS IN SIZE & SPACING :,.:: (.) zO -_J ::;; "' = ::::, 9 ::;; <O (.) 1-., ~ U) (!) U) zw - -z F-I-:,.:: =Ou 0-LL :I: I-= er: N _J (.) • er: (') ...I (.) 3" CLR. ' T=8' EQ. J 1•es .. 3" CLR. "KEY TOE" I/ I/ EQ. "V2"BAR -. -1-#5 CONT. IIKWII . KEY WIDTH 11B" ci I-w z:I: wU ::;; U) 0.. ci:: 0W _J 0.. w:i::: > 1-w (!) Dz w _J BARS \ ''TL" BARS "BL" BARS DOWELS TO MATCH VERT. BARS IN SIZE &SPACING • EQ. EQ. / , -#4@ 32"0.C. /-~ #4@32"0.C. r ·1 ,-" r ~ :! D >w -1-U::::, ~o G: f§ 0:: D w ...I >0 . U) ~:,.:: ::;; (.) . g 9"' <O::::, ::;; (.) &, ::;; ::;; ~ ' "' FOOTING WIDTH WALL TYPE VII 0 CMU SCREEN WALL AT PROPERTY LINE NOTTO SCALE RETAINING WALL SCHEDULE W/ LEVEL BACKFILL (SURCHARGE TRAFFIC LOADS= 250 psf) FOOTING FOOTING KEY KEY FOOTING REINFORCEMENT WALL TYPE WIDTH THICKNESS "KEY TOE" DEPTH WIDTH 1TOE11 .. Bsll .. Ts .. 11BL" 11TL11 "K" 11B" "TII 111(11 "KW" "V1" BARS "V2"BARS "H1" BARS "H2"BARS BOTTOM-SHORT TOP-SHORT BOTTOM-LONG TOP-LONG BARS VII 41_511 14" 2'-011 1'-0" 12" 2'-0" #4@32"0.C. #4@8"0.C. #4@24"0.C. #4@24"0.C. #4@ 18" O.C. #4@18" O.C. #4@ 12" O.C. #4@12" O.C. #4@18" O.C. VII 5'-0" 18" 2'-011 1'-8" 12" 2'-0" #4@ 32" o.c. #5@ 8" o.c. #4@ 24" o.c. #4@ 24" o.c. #4@ 18" o.c. #4@ 18" o.c. #4@ 12" o.c. #4@ 12" o.c. #4@8" o.c. VII 6'-0" 20" 2'-011 1'-8" 12" 2'-0" #4@ 16" o.c. #6@ 8" o.c. #4@ 24" o.c. #4@ 24" o.c. #4@ 18" o.c. #4@ 18" o.c. #4@ 12" o.c. #4@ 12" o.c. #4@8" o.c. VII 7'-011 24" 2'-011 1'-8" 12" 2'-0" #4@ 8" o.c. #7@ 8" o.c. #4@ 24" o.c. #4@ 24" o.c. #4@ 18" o.c. #6@8" o.c. #5@ 12" o.c. #5@ 12" o.c. #4@8" o.c. VII 8'-0" 25" 2'-011 1'-8" 12" 2'-0" #5@ 8" O.C. #8@ 8" O.C. #4 @24" O.C. #4 @24" O.C. #4@ 18" O.C. #6@8" O.C. #5@ 12" O.C. #5@ 12" O.C. #4@8" O.C. NOTES: 1. PROVIDE CONSTRUCTION/CONTROL JOINT,@ 20'-0" MAX., PER~ AND~-VERIFY LOCATION WITH CIVIL PRIOR TO CONSTRUCTION. ~~ 2. PIPE TYPE SHOULD BE PVC OR ABS, SCHEDULE 40 OR SDR35 SATISFYING THE REQUIREMENTS OF ASTM TEST STANDARD D1527, D1785, D12751, OR D3034 3. FILTER FABRIC SHALL BE APPROVED PERMEABLE NON-WOVEN POL VESTER, NYLON, OR POLYPROPYLENE MATERIAL. 4. DRAIN PIPE SHOULD HAVE A GRADIENT OF 1 PERCENT MINIMUM. 5. WEEP HOLES MAY BE PROVIDED FOR LOW RETAINING WALLS (LESS THAN 3 FEET IN HEIGHT) IN LIEU OF A VERTICAL DRAIN AND PIPE AND WHERE POTENTIAL WATER FROM BEHIND THE RETAINING WALL WILL NOT CREATE A NUISANCE WATER CONDITION. IF EXPOSURE IS NOT PERMITTED, A PROPER SUBDRAIN OUTLET SYSTEM SHALL BE PROVIDED. 6. IF EXPOSURE IS PERMITTED, WEEP HOLES SHOULD BE 2-INCH MINIMUM DIAMETER AND PROVIDED AT 25-FOOT MAXIMUM SPACING ALONG WALL. WEEP HOLES SHOULD BE LOCATED 3+ INCHES ABOVE FINISHED GRADE. 7. SCREENING SUCH AS WITH A FILTER FABRIC SHOULD BE PROVIDED FOR WEEP HOLES/OPEN JOINTS TO PREVENT EARTH MATERIALS FROM ENTERING THE HOLES/JOINTS. 8. OPEN VERTICAL MASONRY JOINTS (I.E., OMIT MORTAR FROM JOINTS OF FIRST COURSE ABOVE FINISHED GRADE) AT 32-INCH MAXIMUM INTERVALS MAY BE SUBSTITUTED FOR WEEP HOLES. 9. THE GEOTECHNICAL CONSULTANT MAY PROVIDE ADDITIONAL RECOMMENDATIONS FOR RETAINING WALLS DESIGNED FOR SELECT SAND BACKFILL. 10.CMU BLOCK SHOULD BE ORCO SPLIT FACE BLOCKW/WIDTH (PER SCHEDULE) x 8" (HEIGHT) x 16" (LENGTH), AND CAP SHOULD BEW/ 8" (WIDTH)x2" (HEIGHT)x 16" (LENGTH). COLOR TO BE "TAN" FOR THE BLOCK AND THE CAP. VERIFY WITH LANDSCAPE ARCHITECH PRIOR TO CONSTRUCTION. RCE __ _ EXP, ___ _ DATE ~1 _C_M_U_R_ET_A_IN_IN_G_W_A_L_L_AT_B_M_P_B_A_SS_IN _________________________ _ \...}__) NOT TO SCALE REV!EwED BY, I, IMAGINE-INNOVATE-INTEGRATE P: 619.294.6600 F: 619.294.6800 1495 Pacific Hwy, Suite 400 San Diego, CA 92101 www.smr-eng.com INSPECTOR DATE 1-----+--+----------------+----+---1-----+-----1 ROUGH GRADING PLANS FOR: DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL MARJA ACRES CMU RETAINING WALL SITE STRUCTURE DETAILS GR2021-0006 PUD 16-D9 SUP 16-D2 HOP 16-D2 CDP 16-33 SOP 2018-0001 APPROVED: JASON S. GELDERT E{';Ef~~~ER RCE 63912 EXPIRES 9/30/22 DAT-E ---DWN BY: ---1 PROJECT NO. I DRAWING NO. CHKD BY: CT 16-07 529-9A RVWD BY: DocuSign Envelope ID: 470614E5-43B1-49E9-B3F7-71E9545517E1 (5,*(76'(52)&$/,)251,$67$7(2)253,66(/$11 5((1,*(([S661(7&88575/$8+*1$0+1*1<8 0%,$0 : 1'-3" , 11'-9" 9'-3" 1 F 1'-3" f STD HOOK, TYP. " • •• • • E■ 2'-3 3/4" 2'-3 3/4' 2'-3 3/4" 2'-3 3/4" . • • • 6" 6" " • • 1 ~. '.l/-VERT#6@12"0C.,TYP. ,j :~· ~, ~ . ' . : .~ . ' -HORIZ. #4@ 12" 0.C., TYP. STD HOOK, TYP. . -----------"----,,.---.,-" ----,-5' "' d • . . .. NOTE: ~ 1. FOR REBAR SIZE AND SPACING NOT SHOWN, SEE QD 2. REINF. SHALL BE PLACED WITH 3" CLEAR CONCRETE COVER, U.N.O. f M', 11'-9" 11'-9" 9'-3" 9'-3" STD HOOK, TYP. ~ . . . • • • ~ . . ' fli·' .• -• • , -: l . ' '. ' I I •c • IA c, I I e I I . ~ .. I I I I I I I I I ' ..... ~·.~ -----t----➔-----:----:-----}----~---➔-----:-----t----~ •-~ ,, 1 I I I I I I I I I 1 I ,_, I I I I I 11 I I I Al I I I I I I I I .---4 ·----r----1-----:----:----'"~r--➔---1-----:-----r----·-t-;"' &, -----------------------~ -----------------------, i' ./.. . ... -REINF. NOT SHOWN 1.> · · FOR CLARITY I . I I I I ~... I I I I I r " -1 1 1 1 1 ; 1 ' 1 1 1 1 1·· 1 ---~ #5, 7'-0" LENGTH, I I I I ✓ I ' I I I I -_ _:_ -----.. ---+-----1-----1----L._L __ J. __ ~...,J----1-----1-----+--'.""----~ _;.::.,;,:__ ~ . ' • A •. . ' . . ,. . • • • • • 1 '71 . • NOTE: ~ 1. FOR REBAR SIZE AND SPACING NOT SHOWN, SEE QD ~ ~ ~ ~ .. <":' • ~ • • ' ' ~· . • • 2. REINF. SHALL BE PLACED WITH 3" CLEAR CONCRETE COVER, U.N.O. ® ~.~~JION 1: ~.~~ .. IFIED D-41 CONCRETE ENERGY DISSIPATOR -., Knowwhat's below. Call before you dig. 1<, ' f..-. . 1 .... -... •" ---r----,-----r---t-... ---~---'-,J---,-----r---~-,----·· ., _ __, EA. FACE, TYP. .1 ~ ., I I I .~ 1• ?, I ___ --1--------I , (_ I •. I I I , 1 ' ~-----I I ~-I I I ~ L I I I ...... ~. I I I I I I.-'I I I I I / ~ I I '· ' ' .... -,,•-4------t----1----rt---t-~----t-----1-----r-, ._~..,. 1-.lrt.✓I l'J I : ~ I 9 <( I'>/ I I 'x_-1 I ,: IC")□ 1,.. , I I , ~ I I I, ', I I ,-' 1 I ,; .,_.;1..-4 -----.1-----L---"'L--L-,, ___ .1_._ __ ..J _____ I-►-'""' " I I 'I I .r I I I " I I 1', ,< I I I I I I I , , I I I I ,-, I I I ',• ,, I I I .J ~ I I , I ~ I I .. ---1, I I I 1 __ , I __ .::,., ____ 1 ____ 1 _____ 1 ---L'"'ll ___ .._ ___ ,,,<'1 ___ 1 _____ 1 ____ 1 ____ , ... ~__, r;;;,...;,~ ,,; ___ r ____ ,l _____ c ___ t--"'--1"---,-.J ___ ::J _____ c ____ ,r ____ , -_ ... ___ " I -~ I _ I I 1 , I , I I I I _ I I I r=._ I I I ', I / I I I I _) I ~ cl I _, I I I 'I, I I I I " , _ ._. I 'It'""" I I I j"-I I I I __ _. -----1------1-----t----,-----"rl.---"1----1-----t-----+----------: •_, I I I I ~ I I~ I I \_ :'~ • 1 ♦ I • I __ ..,. ~> I ♦ ' 1, • I /I I. •"-.); . __ .) "·• ..·• -~ ··.· ,,. · I I" "I __ J s:..J. ---.J• NOTE: ~ 1. FOR REBAR SIZE AND SPACING NOT SHOWN, SEE QD 2. REINF. SHALL BE PLACED WITH 3" CLEAR CONCRETE COVER, U.N.O. ' • a CONSTRUCTION JOINT, TYP. I, . . ' 14'-10" 13'-7" f , 1'-3" : (l:'.. -' a.. u >-• I-C"') • A --•• • LlJ -,. -&, .. ," -HORIZ. #5@ 12"~ AT CENTER . ' #5@ 12" o.c.-,,·"', . ,-i' C -9 1/2" " HORIZ. #5@ 12" AT CENTER 0.5% 3" FILLET <9 0::: . er') -' a.. u~ <"') #4@ 12" O.C. . <C Cl 9 M -D NOTE: ~ 1. FOR REBAR SIZE AND SPACING NOT SHOWN, SEE QD 2. REINF. SHALL BE PLACED WITH 3' CLEAR CONCRETE COVER, U.N.O. 5'-9 1/4" -. ' . ' --....... ··_ " . -l • . . . . 14'-10" 5'-9 1/4" 1,11 HORIZ. #4 @ 12" O.C. r • •, VERT #6 @ 12" O.C . • I • ,, I \\\\\\ HORIZ. #4@ 12" O.C. VERT #6 @ 12" O.C. 1'-3" ■E 1.0% . . " HORIZ. #4@ 12" O.C . NOTE: 1. REINF. SHALL BE PLACED WITH 3" CLEAR CONCRETE COVER, U.N.O. 11 AS BUIL T11 RCE __ _ EXP, ___ _ DATE REV!EwED BY, INSPECTOR DATE l----+---+--------------+----J--l----+-----l~~C-I_1_X_IN_E0_ER_~_G_~_EA_PA_~_T~-~-NB_T_A_D~~ IMAGINE-INNOVATE-INTEGRATE P: 619.294.6600 F: 619.294.6800 1495 Pacific Hwy, Suite 400 San Diego, CA 92101 www.smr-eng.com DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION ROUGH GRADING PLANS FOR: MARJA ACRES CMU RETAINING WALL CONCRETE ENERGY DISSIPATOR DETAILS GR2021-0006 PUD 16-D9 SUP 16-D2 HOP 16-D2 CDP 16-33 SOP 2D18-0001 APPROVED: JASON S. GELDERT Efc';E=M~~ER RCE 63912 EXPIRES 9/30/22 DATE OWN BY: I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY e---~---+---~----.1 : ---CT 16-07 529-9A OTHER APPROVAL CITY APPROVAL L'.Rc:V'..'.W~D'--"B:cY,:_: ===J ~--------~ ~----~ DocuSign Envelope ID: 470614E5-43B1-49E9-B3F7-71E9545517E1 .QRZZKDW V567$7(0(172)63(&,$/,163(&7,216&%&0%,$0 TABLE of SPECIAL INSPECTIONS COMPONENT EXTENT TYPE OF S.1./TEST OF S.1./TEST SOLDIER VERIFY SIZE VISUAL BEAMS CONCRETE 3 CYL. per EA. COMPR. TEST IN TOE 5 SOLD. BMS. CYLINDERS WOOD PRODUCT GRADE LAGGING ALL CERTIFICATION SOLDIER BEAM VERIFY PRODUCT VISUAL COATING SHOTCRETE THIS "STATEMENT OF SPECIAL INSPECTIONS" IS SUBMITTED IN FULFILLMENT OF THE REQUIREMENTS OF CBC SECTIONS 1704 AND 1705. THE SCHEDULE OF SPECIAL INSPECTIONS SUMMARIZES THE SPECIAL INSPECTIONS AND TESTS REQUIRED. SPECIAL INSPECTORS WILL REFER TO THE APPROVED PLANS AND SPECIFICATIONS FOR DETAILED SPECIAL INSPECTION REQUIREMENTS. ADDITIONAL TESTS AND INSPECTIONS REQUIRED BY THE APPROVED PLANS AND SPECIFICATIONS MUST ALSO BE PERFORMED. SPECIAL INSPECTIONS AND TESTING WILL BE PERFORMED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS, THIS STATEMENT AND CBC SECTIONS 1704, 1705, 1706, 1707, AND 1708. INTERIM REPORTS WILL BE SUBMITTED TO THE BUILDING OFFICIAL AND THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE IN ACCORDANCE WITH CBC SECTION 1704.2.4. A FINAL REPORT OF SPECIAL INSPECTIONS DOCUMENTING REQUIRED SPECIAL INSPECTIONS, TESTING AND CORRECTION OF DISCREPANCIES NOTED IN THE INSPECTIONS MUST BE SUBMITTED PRIOR TO ISSUANCE OF A CERTIFICATE OF USE AND OCCUPANCY (SECTION 1704.2.4). THE FINAL REPORT WILL DOCUMENT: REQUIRED SPECIAL INSPECTIONS. CORRECTION OF DISCREPANCIES NOTED IN INSPECTIONS. THE OWNER RECOGNIZES HIS OR HER OBLIGATION TO ENSURE THAT THE CONSTRUCTION COMPLIES WITH THE APPROVED PERMIT DOCUMENTS AND TO IMPLEMENT THIS PROGRAM OF SPECIAL INSPECTIONS. IN PARTIAL FULFILLMENT OF THESE OBLIGATIONS, THE OWNER WILL RETAIN AND DIRECTLY PAY FOR THE SPECIAL INSPECTIONS AS REQUIRED IN CBC SECTION 1704. THIS PLAN HAS BEEN DEVELOPED WITH THE UNDERSTANDING THAT CM&I WILL: REVIEW AND APPROVE THE QUALIFICATIONS OF THE SPECIAL INSPECTORS WHO WILL PERFORM THE INSPECTIONS. MONITOR SPECIAL INSPECTION ACTIVITIES ON THE JOB SITE TO ASSURE THAT THE SPECIAL INSPECTORS ARE QUALIFIED AND ARE PERFORMING THEIR DUTIES AS CALLED FOR IN THIS STATEMENT OF SPECIAL INSPECTION. REVIEW SUBMITTED INSPECTION REPORTS. below. Call before you dig. NOTE: CONTRACTOR TO VERIFY EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. NOTE: ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL FACING & COVERAGE 3 CYL. per EA. 20 cu. yd. COMPR. TEST CYLINDERS TW94.9' FS82 23 _J _J <( 5 0:: w [l_ [l_ =i _J _J <( 5 0:: w 5 0 _J 22 SOLDIER BEAM SOLDIER BEAM #'s H ft. 0 2'-6 ® 5' -0 0 8'-9 0thru0 12'-o ® 11 '-2 ® 7'-0 @ 4'-o @ 8'-5 @@ 13' -0 @thru@ 13' -0 @ 13' -0 @thru@ 13' -0 21 20 51 .12· I 6 SPACES @ 18'-6 ~ 51'-0 TW94.9' FS82 198' 7J ,o'o ~,o<· TABLE D ft. 6'-o 11 '-0 17' -0 20·-o 17' -6 10'-o 6'-o 13'-0 11·-o 29'-0 24'-6 20·-o 1 9 SECTION W 12x40 W12x40 W16x67 W24x94 W24x76 W12x40 W 12x40 W12x40 W18x76 W27x281 W24x176 W24x94 AUGER DIAM. 24" 24" 24" 30" 30" 24" 24" 24" 30" 36" 30" 30" ELEVfu "W 18 1 TW94.9' FS82 9 ' \ STA. 1 +17.27' @)---11 f----1 "' 00 00 N I ., .. n 12 00 I ·oo @ CL "' .. 1 3 r-----1 'i ~ -<> \ ~ •✓• ~ ,9 7,":> a ,. •✓' @ ~ I \ . " FS95' ------e 7 I 0 ~-~ I "° ? "'· .... FS95' ~ ,;_'?-S o~'<" 'O ~t-,.\..\-\ '/,'-er,+. i \ \ 1 SOLDIER BEAM PLAN RW1 SCALE: 3/16" = 1'-0 FS82'-e CL ~-0 IN .. FS95' ------e 14.1 P/L Yfr I II I I 11 I II I~-\ I rr I 11 I ii f-------+---+-f'ERMANENT SOLDIER I II I II I)[ 1\ / I 11 s·-o I II I I I II I II 111 _ _/ 0 I "' N 0 I ., I ;.. BEAM RETAINING WALL. SEE SHTS. 52-57. START PERMANENT SOLDIER BEAM RET/>JNING WALL. -----0 STA. 0+7 44' s\,s'"'@ ".\ G{_\O \ ~) \ ------0 (E)Gc. 1DD' \ \ \ 0 CONSTRUCTION SEQUENCE 1.) LAYOUT AUGER LOCATIONS PER PLAN. 2.) AUGER HOLES TO DEPTH 'D' INDICATED IN TABLE. 3.) EXCAVATE 1st LIFT. MAX. LIFT HT.=4'. 4.) INSTALL 1st LIFT OF DRAINAGE COMPOSITE ~ 5.) INSTALL 1st LIFT OF WOOD LAGGING 6.) EXCAVATE NEXT LIFT, MAX. HT.=4'. 7.) INSTALL NEXT LIFT OF DRAINAGE COMPOSITE AND WOOD LAGGING 8.) REPEAT UNTIL B/EXCAV. IS REACHED. _J _J <C 0:: s w z (!) 0:: <( z 0 -u u z • " -w 0 <C • Cl) <( I-Ill w Cl) (J) 0::: w ...J I-0:: ~ u z <( <{ w <{ u z 7 <C 0:: ~ <{ ~ 0::: w 0.. SHEET RW1 SHEET 1 OF 3 "AS BU IL T" RCE __ _ EXP, ___ _ DATE REVIEWED BY: INSPECTOR DATE DECLARATION of RESPONSIBLE CHARGE. (SHTS. 52 -57) I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS ~ CITY OF CARLSBAD ~ 1---1---+-----------------+------<---+----+------1l_2U~ __ E_N_G_IN_E_ER_I_NG_D_E_P_A_RT_M_E_N_T __ ~L..§_Q_J PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: REGIONAL SHORING DESIGN ADDRESS: ., CARLSBAD, CA 92011 DATE INITIAL ENGINEER OF WORK DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ROUGH GRADING PLANS FOR: MARJA ACRES PUD 16-D9 SUP 16-02 PERMANENT SOLDIER BEAM HDP 16-02 CDP 16-33 GR2O21-0O06 WALL PLANS SDP 2018-0001 APPROVED: JASON S. GELDERT E;QNE~iNG°~tGER RCE 63912 EXPIRES 9/30/22 DATE DWN BY: ML I PROJECT NO. I DRAWING NO. CHKD BY: CT 16-07 RVWD BY: 529-9A DocuSign Envelope ID: 470614E5-43B1-49E9-B3F7-71E9545517E1 .QRZZKDW V50%,$0 B B/4 8/4 ~ ----1-4t HEADED ANCHOR STUDS <D A 7 /8"¢ X 6" I ' -B 1 "¢ X 7" ~ C 7 /8"¢ X 6" @ C E OAT STUDS WITH COAL TAR • POXY. SEE MAT'L. SPECS. I 3 RW2 below. Call before you dig. ~ -H.A.S. DETAIL SCALE: none 100 T I I I 90 I I 85 ;::::7:·· '~ I 'v "--Y,,-%._«-'f::lf,_ . 80 75 70 NOTE: CONTRACTOR TO VERIFY EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. NOTE: ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. =1 I I ~ 2 1[7 FS8~ 0 0 11 0 105 100 95 90 85 80 1 1 I (E)Gr.@P/L (UPPER WALL) 12 I ,,,,,,,,,/ ~ . L-SEE H.A.S. "C" . DETL. 3/RW2 TYP.~thcu@ .1 • r-~ 1 O" SHOTCRETE ✓~ FACING. #5@6" HORIZ. / #4@12" VERT. I I '-7 ·-~ \ 0 0 0 0 •)-«-<«:< ' r, •, t«~/ I I I I == I I 4 SP. @ 8'-8 = 34'-B 2 7'-4 7'-4 I 4"x12" TREATED oou4 FIR I LAGGING. SEE MAT'L. INOTES'-. -~ TW(UPPER) T 1 I TYP. ALL BAYS. 1 1 (E)G,.@P/L~ 1 (E)Gr.108\1 , (E)Gc.108\ I I (E)Gr.107')1' '~'i=f;Z;i;z;2~~~:-:--:;--::::--:o.__m=====rr17--7111=====rrr---::= /1,1(,....~T-' I -1-(E)G,.1_05' _,...,.,...,... 1 1, // -/ . 1,--SEE H.A.S. "A" f----------1 f----------1 I ~ // I \ ~ i--+,,L+-!-'-+,L-,'+--l • DETL. 3/RW2 1 f---------i _,,-11 /3 11/3 11/3 '1 TYP. ~,~/ I 1-V--~7';4-b~'---r~+--J:t TYP. ALL SOLD. BMS. ! i ~ i I--------< I I ~ I / / ,O"SHOTCRETE I ; ~ I 1_1:;i. ' i ;;'. j; t\-/=-_-:_!~=~::-'V~-i ! Fii:l;~~~;!:Ys I ; ~' cc,~.,;J?J};0'..-,-W/'i.l-;:IIT'•·"1'~ i -'~< i i ! i ;; ~ i TW(;og.Y-\ER) ./0 ! i o~~ i 1 , 1;1 , 1 , ;0 » , 1 , / , , :r:: I O O O O r')., .15/ 0 0 .,., 1 I , , "<x5£~ s'. /c' r, · ~~%<,-::':!;~ I f. I I '•<((:Y///'l,;Y / 11 11 II , I '1 LDRAINAGE COMPOSITE 1' 2"• WEEP HOLES. I x 2' -0 WIDE. TYP. ALL BAYS. I TYP. ALL BAYS. bk I I I & I i I I I I i i ~ i ! i I I : V I-~ I ' I 1 SOLDIER BEAM ELEVATION-UPPER WALL RW2 SCALE: 3/16" = 1 '-0 I ~~/ Gf 7 / 13 15 15A 16 18 19 /_../\ 20 ~ ' /4YP. o.fN,D✓ ~'~~\~ / I ~~ I I TW(LOWER WALL) ' 95'"-' ' I, ' . I-SEE H.A.S. "B SEE H.A.S. "C" ' DETL. 3/RW2 ~ ~ • • -□ETL. 3/RW2 •• TY~thcu@ . TYP\lhrn@ I I .1· ~ I 1// ~ I I 1 O" SHOTCRETE I 1 O" SHOTCRETE ~1-FACING. w ~ ~ ~ -FACING. , /-✓ /-y #8@7" HORIZ. ~ #5@6" HORIZ. ID #4@12" VERT. /<: ~ #4@12" VERT. \ ~ I • • I I I .!!', I '-/ I I/~ ' 7 I I ~ F~2•~ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 . ~/Y/ / ' .-;::y»/~ I I I I -DRAINAGE COMPOSITE I x 2'-0 WIDE. TYP. ALL BAYS. I I w & ~ ID /<: I • • I I .!!', I 0 I I I I I I ~----I I 4 sp. @ 5'-10 = 23'-4 6 SPACES @ s'-6 = 51 '-o 2 SOLDIER BEAM ELEVATION-LOWER WALL RW2 SCALE: 3/16" = 1'-0 21 I I I I I I 22 I I I 1/3 1/3 1/3 TYP. I I cl> 0 I I I t. =• ao= I TYP. ALL BAYS. I I _J _J r I I I RW ___ I <( er: $ w z (9 er: <( z 0 -0 0 z ~ -w 0 <( . Cl) <( I-(0 w Cl) (/) ct: w ...J I-er: a:: 0 z <( <( w <( 0 z ""'") 0 I <( er: ~ <( ~ ct: w I a.. SHEET I RW2 SHEET 2 OF 3 "AS BU IL T" RCE___ EXP, ___ _ DATE REVIEWED BY: INSPECTOR DATE DECLARATION of RESPONSIBLE CHARGE. (SHTS. 52 -57) I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS ~ CITY OF CARLSBAD ~ l---t----t-----------------+---+-----11-------l--~l__2U~_~E~N~G~IN~E~E~R~IN~G'---"D~E~PA~R~T~M~E~N~T __ ~L___§_Q_J PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK. OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: REGIONAL SHORING DESIGN ADDRESS: ., CARLSBAD, CA 92011 DATE INITIAL ENGINEER OF WORK DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ROUGH GRADING PLANS FOR: MARJA ACRES PUD 16-09 SUP 16-02 PERMANENT SOLDIER BEAM HDP 16-D2 CDP 16-33 GR2021-0006 WALL PLANS SDP 2018-0001 APPROVED: JASON S. GELDERT ~~~~A;~;GER RCE 63912 EXPIRES 9/30/22 DATE OWN BY: ML I PROJECT NO. I DRAWING NO. CHKD BY: CT 16-07 529-9A RVWD BY: DocuSign Envelope ID: 470614E5-43B1-49E9-B3F7-71E9545517E1 .QRZZKDW V50%,$0 -0 below. Call before you dig. GENERAL NOTES 1.) SOIL PARAMETERS USED IN THE DESIGN OF THIS SHORING SYSTEM ARE AS PROVIDED IN "GEOTECHNICAL DUE I.>. DILIGENCE STUDY FOR MARJA ACRES DEVELOPMENT, 4901 EL CAMINO REAL, CARLSBAD, ... CA. BY NMG GEOTECHNICAL ~INC., IRVINE, CA., dated JULY 26, 2021, AND SUBSEQUENT COMMUNICATIONS. 2.) ALL JOBSITE SAFETY SHALL BE THE RESPONSIBILITY OF OTHERS. THE SHORING DESIGNER IS NOT EXPERT IN, NOR HAS BEEN RETAINED TO, OVERSEE OR PROVIDE REVIEW OF THE CONTRACTOR'S SAFETY PRECAUTIONS AS THEY RELATE TO THE INSTALLATION OF THE WORK PRESENTED HEREIN. 3.) MATERIAL SPECIFICATIONS: SOLDIER BEAMS -Grade 50, Fy=50 ksi. ALL SOLDIER BEAMS SHALL BE COATED FULL LENGTH WITH BITUMASTIC 300M COAL TAR EPOXY, OR APPROVED EQUAL, (FOR EXTERIOR). FINAL DRY FILM THICKNESS SHALL NOT BE LESS THAN 16 MILS. LAGGING SHALL BE ROUGH SAWN DOUGLAS FIR "NO. #2 OR BETTER" STRUCTURAL TIMBER PRESSURE TREATED WITH A NON-ARSENIC, NON-CHROMIUM TREATMENT PRODUCED IN ACCORDANCE WITH ACQ PRESERVE STANDARD ACG-01-02, AND CONFORMING TO ICBO ER-4981, OR APPROVED EQUAL. SOLDIER BEAM ENCASEMENT ABOVE B/EXCAV. SHALL BE LEAN CONCRETE SLURRY CONSISTING OF A SAND/CEMENT/ WATER MIXTURE WITH A MINIMUM OF 1.5 SACKS OF CEMENT PER CU. YD. SOLDIER BEAM ENCASEMENT BELOW B/EXCAV. SHALL BE STRUCTURAL CONCRETE, MIN. f'c=3500 psi, CONFORMING TO ACl-318-19. HEADED ANCHOR STUDS SHALL CONFORM TO ASTM A-108, COLD-FINISHED LOW CARBON STEEL. Fy SHALL=50 ksi. BITUMASTIC COAL-TAR EPOXY SHALL MEET THE REQUIREMENTS OF AWWA C-210-92 AND/OR U.S. ARMY CORPS of ENGINEERS C-200, C-200a. SHOTCRETE APPLICATION AND MATERIALS SHALL CONFORM TO AC1 -506.2, LATEST EDITION. CEMENT SHALL CONFORM TO ASTM C-150, AND AGGREGATES SHALL CONFORM TO ASTM C-33. CONCRETE REINFORCEMENT SHALL CONFORM TO ASTM A-615, GRADE 60 DRAINAGE COMPOSITE SHALL BE 'MIRADRAIN 6000' OR APPROVED EQUAL. ANGLES, PLATES, MISC. STEEL -ASTM A36. WELDING ELECTRODE -E70xx 4.) NOT USED 5.) NO CONSTRUCTION EQUIPMENT, SPOILS, OR MATERIAL STORAGE SHALL BE PERMITTED ON THE SOIL RETAINED BY THE SHORING. 6.) ALL SHORING DATA ON THESE DRAWINGS ARE THE EXCLUSIVE DESIGN OF 'REGIONAL SHORING DESIGN' AND NO PART OF THESE DRAWINGS SHALL BE COPIED AND/OR USED WITHOUT ITS WRITTEN CONSENT. 7.) NO ATTEMPT HAS BEEN MADE AS PART OF THE DESIGN HEREIN TO LOCATE UNDERGROUND UTILITIES OR OBSTRUCTIONS. IT SHALL BE THE RESPONSIBILITY OF OTHERS TO SO LOCATE AND PROVIDE FOR AVOIDANCE. 8.) THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE AND REPORT ANY VARIATIONS FROM THESE DRAWINGS TO THE SHORING ENGINEER. 9.) ALL INSPECTION SERVICES, AND NOTIFICATION FOR SAME, SHALL BE BY OTHERS. 10.) SPLICING OF SHORING ELEMENTS AND ALL SHORING WELDING SHALL CONFORM TO PROJECT WELDING REQUIREMENTS. 11 .) THE SHORING ENGINEER IS NOT RESIDENT AT THE JOBSITE AND, THEREFORE, DECLINES TO BE DESIGNATED AS, OR PERFORM THE FUNCTIONS OF, PROJECT "COMPETENT PERSON", AS DEFINED IN CALIFORNIA DIVISION OF OCCUPATIONAL SAFETY AND HEALTH (DOSH) CONSTRUCTION SAFETY ORDERS, SECTION 1504, ARTICLE 2. 12.) VOIDS BETWEEN BACK OF LAGGING AND UNDISTURBED EARTH SHALL BE FILLED WITH SAND OR OTHER POROUS MATERIAL, AS DIRECTED BY THE GEOTECHNICAL ENGINEER. NOTE: CONTRACTOR TO VERIFY EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. NOTE: ELECTRONIC DATA FILES ARE FDR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL DR VERTICAL SURVEY CONTROL. FACE of ALL REINF. ~ MID-DEPTH I vF WALL. .. HEADED ANCHOR STUDS (H.A.S.) (F) z 0 ~ _J w w w (F) I I 1 O" CONC. SHOTCRETE ' . . • ' FACING (f'c=4000psi) i B/EBROW1 COLOR <.D ; WITH ROCK ~INISH +-~ UNDISTURBED-~ I ; SOIL DO NOT "J EXCAVATE BELOW m ~ w w (F) I D THIS ELEVATION WITHIN 6'-0 I I / / V SEE ELEVATIONS AND DETAIL 3/RW2 . VERT.-#4@12" v-HORIZ.-SEE ELEVS. lrDRAINAGE COMPOSITE x 2'-0 TYP. ALL BAYS. SEE ELEVS. WIDE & ,--SOLDIER BEAM-SEE TABLE COAT FU LL LENGTH WITH BITUMASTIC 300M COAL TAR EPOXY OR APPROVED EQUAL. (SEE MAT'L. NOTES). 4"x12" TREATED DOUG. FIR f-11+-LAGGING. SEE MAT'L. NOTES. llll-----c-F;.";IL"c.L AROUND SOLDIER BEAMS WITH LEAN CONCRETE SLURRY ABOVE B/EXCAV. (SEE NOTES) '--INSTALL 2"¢ WEEP HOLES @ 1 /3 PTS. OF SOLD. BM. SPACING, EA. BAY SLOPE 1 /2" per FT., MIN. FILL AROUND SOLDIER BEAMS ll11--i.-iW-is'ITH CONCRETE f' c=3500psi BELOW B/EXCAV. (SEE NOTES) 1-----ALJGERED HOLE SEE TABLE 2 TYPICAL SOLDIER BEAM SECTION RW3 SCALE: none -(t_ HOLE~<t_ BEAM SOLDIER BEAM PER TABLE i : SOLDIER BEAM SPACING PER PLAN AUGERED HOLE SEE TABLE '> I \. • /. \ SHORING (FOS) 1/3 1/3 1/3 I I I j '= SEEi NOTE 12 I . :vr~ V . ~ -k~>«~~~1'-, I . ....____ • / • • . l :I .· .4 DRAINAGE COMPOSITE x 2' -0 WIDE. -~& TYP. ALL BAYS. 2" MIN. BEARING---t-+--ROUGH 4"x12" TREATED DOUG. FIR U.N.0. SEE NOTES COAT SOLDIER BEAMS FULL LENGTH WITH BITUMASTIC 300M COAL TAR EPOXY OR APPROVED EQUAL. (SEE MAT'L. NOTES) . ( \ 'LSHOTCRETE FACING TYP. ALL BAYS. LAGGING 3 SOLDIER BEAM PLAN DETAIL RW3 SCALE: NONE ~110 f-f-f--105 f-f-f-f--100 f-f-f-f--90 f-f-f-f-f-f-f-f-f-f-f-f-f-f--70 0 I N a FACE of LAGGING FS9 5' ~ 1 O" SHOTCRETl;::--FACING. SEE(2'\ ~ I BROWN COLOR n WITH ROCK FINISH 2"¢ WEEP HOLES~ FS82' ,___ v~"-~,"-.;· 10·-11 7'-9 FACE of LAGGING TW VARIE2_ 1 07 .O' SHOWN ~ P/L 3·-2 V6" BLOCK WALL by OTHERS r--tO --.1-.-<---.-+-+< 1 O" SHOTCRETE ~ FACING SEE@ i-5'-3"-2"i1i WEEP HOLES~ ' l:'.=e-, , -~~'"' ~~,® ~~ ,t I ' w ~ _J m er ~ <{ > w I w (F) (F) "J Wm ~ ~ >w 0W (F) ~ I I I I 1/ I I I I I <.D I N (F) w c2 ~ I (/) w er ~ 0 w _J m ~ w w (F) w _J m ~ w w (F) 1 STEPPED WALL SECTION RW3 SCALE: 1/4" = 1 '-0 C) i w~ et::: c3 ti "' s _J ((~~ ...J ...J ~ (9 z -z -<( r-w ~ r-z w z <( ~ ~ w a.. 0::: w z 0::: 0 u • w • (f) I (f) w 0::: u <( <( """) 0::: <( ~ "' r--<( (.) ~ 0 <( co (J) ...J It <( (.) SHEET RW3 SHEET 3 OF 3 "AS BU IL T" RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE DECLARATION of RESPONSIBLE CHARGE. (SHTS. 52 -57) I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS ~ CITY OF CARLSBAD ~ ,---+-----1-----------------+---+-----1,-----1e---'~f---E-N_G_IN_E_E_R_IN_G_D_E_P_AR_T_M_E_N_T __ ~L___§_Q_J PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CllY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: REGIONAL SHORING DESIGN ADDRESS: 1737 MALLOW CT., CARLSBAD, CA 92011 TELEPHONY} 760-5.05/ 1440 BY: //_, /_,(j/v A ~/ DATE: 2-JQ '1.°t P.E. No.t C0415"'.., EXP. DATE 12-31-21 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION ROUGH GRADING PLANS FOR: MARJA ACRES PERMANENT SOLDIER BEAM GR2021-0006 WALL PLANS PUD 16-09 SUP 16-02 HDP 16-02 CDP 16-33 SDP 2018-0001 APPROVED: JASON S. GELDERT E~NErRING·:tA.GER RCE 63912 EXPIRES 9/30/22 DATE OWN BY: ~M~L __ I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY >---~----1>---~-----1 : ---CT 16-07 529-9 A OTHER APPROVAL CITY APPROVAL L'.R~V~W'.'cD_B~Y-'-':-===J ~--------~ DocuSign Envelope ID: 470614E5-43B1-49E9-B3F7-71E9545517E1 .QRZZKDW V50%,$0 -0 below. Call before you dig. NOTE: >---105 >---100 >-->-->-->--9 5 >-->--91 ~90 >--CONTRACTOR TO VERIFY EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. NOTE: ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. NORTH P/L I 1 per CIVIL DWGS. I 0 cp ' 2'-6 I I 4 15'-8 2 SPACES @ I I I I I I I I I I I I I I 5 9'-5 = 18' -10 I I I 1/3 I 1/3 I 1/3 I TYP. I I z~ .,. (_') 'f "' -o U)'\' 0 w;e ~ 0--"--(911 z~ 6 7 8 9 10 28 SPACES @ 8'-3 = 231 •-o -"6> 0::: ~ oi I I I I I /2°\YP. I I I I I I I I I I I~ Cf)~ TI _J 'f I I I I I I 4"x12" TREATED DOUG.1 FIR I I I LAGGING. SEE MAT'L. <1::~ ,..._ z~ s: I I ) TW85 I E)Gr.@P /L I I TW85.42\I 85.14' I E)Gr.@P /I I I N!OTE\ TW8~88\ E)Gr.@P /L I I TW85.5\j,85·8' I I 8" SHOTCRETE FACING TYP. ALL BAYS. 85.8' / TYP. ALL BAYS.7 I ~ I I I w I _J o: D.:'. u -I (_') ~ w~ (E)Gr84' ,' , ~ / I 0 I ' . I n I FG/BW83.1~ It 0 FG/BW83.0~ 0 0 I (E)Gr.@P /L ;,. II G/BW80.1~ I 0 0 I 0 I I 1 RW6 (E)Gr. 70' GENERAL NOTES 1.) SOIL PARAMETERS USED IN THE DESIGN OF THIS SHORING SYSTEM ARE AS PROVIDED IN "GEOTECHNICAL DUE A DILIGENCE STUDY FOR MARJA ACRES DEVELOPMENT, 4901 EL CAMINO REAL, CARLSBAD, ... CA. BY NMG GEOTECHNICAL Q.',.INC., IRVINE, CA., dated JULY 26, 2021, AND SUBSEQUENT COMMUNICATIONS. 2.) ALL JOBSITE SAFETY SHALL BE THE RESPONSIBILITY OF OTHERS. THE SHORING DESIGNER IS NOT EXPERT IN, NOR HAS BEEN RETAINED TO, OVERSEE OR PROVIDE REVIEW OF THE CONTRACTOR'S SAFETY PRECAUTIONS AS THEY RELATE TO THE INSTALLATION OF THE WORK PRESENTED HEREIN. 3.) MATERIAL SPECIFICATIONS: SOLDIER BEAMS -Grade 50, Fy=50 ksi. ALL SOLDIER BEAMS SHALL BE COATED FULL LENGTH WITH BITUMASTIC 300M COAL TAR EPOXY, OR APPROVED EQUAL, (FOR EXTERIOR). FINAL DRY FILM THICKNESS SHALL NOT BE LESS THAN 16 MILS. LAGGING SHALL BE ROUGH SAWN DOUGLAS FIR "NO. #2 OR BETTER" STRUCTURAL TIMBER PRESSURE TREATED WITH A NON-ARSENIC, NON-CHROMIUM TREATMENT PRODUCED IN ACCORDANCE WITH ACQ PRESERVE STANDARD ACG-01 -02, AND CONFORMING TO ICBO ER-4981, OR APPROVED EQUAL. SOLDIER BEAM ENCASEMENT ABOVE B/EXCAV. SHALL BE LEAN CONCRETE SLURRY CONSISTING OF A SAND/CEMENT/ WATER MIXTURE WITH A MINIMUM OF 1.5 SACKS OF CEMENT PER CU. YD. SOLDIER BEAM ENCASEMENT BELOW B/EXCAV. SHALL BE STRUCTURAL CONCRETE, MIN. f'c=3500 psi, CONFORMING TO ACl-318-19. HEADED ANCHOR STUDS SHALL CONFORM TO ASTM A-108, COLD-FINISHED LOW CARBON STEEL. Fy SHALL=50 ksi. BITUMASTIC COAL-TAR EPOXY SHALL MEET THE REQUIREMENTS OF AWWA C-210-92 AND/OR U.S. ARMY CORPS of ENGINEERS C-200, C-200a. SHOTCRETE APPLICATION AND MATERIALS SHALL CONFORM TO AC1 -506.2, LATEST EDITION. CEMENT SHALL CONFORM TO ASTM C-150, AND AGGREGATES SHALL CONFORM TO ASTM C-33. CONCRETE REINFORCEMENT SHALL CONFORM TO ASTM A-615, GRADE 60 &DRAINAGE COMPOSITE SHALL BE 'MIRADRAIN 6000' OR APPROVED EQUAL. ANGLES, PLATES, MISC. STEEL -ASTM A36. WELDING ELECTRODE -E70xx 4.) NOT USED 5.) NO CONSTRUCTION EQUIPMENT, SPOILS, OR MATERIAL STORAGE SHALL BE PERMITTED ON THE SOIL RETAINED BY THE SHORING. 6.) ALL SHORING DATA ON THESE DRAWINGS ARE THE EXCLUSIVE DESIGN OF 'REGIONAL SHORING DESIGN' AND NO PART OF THESE DRAWINGS SHALL BE COPIED AND/OR USED WITHOUT ITS WRITTEN CONSENT. 7.) NO ATTEMPT HAS BEEN MADE AS PART OF THE DESIGN HEREIN TO LOCATE UNDERGROUND UTILITIES OR OBSTRUCTIONS. IT SHALL BE THE RESPONSIBILITY OF OTHERS TO SO LOCATE AND PROVIDE FOR AVOIDANCE. 8.) THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE AND REPORT ANY VARIATIONS FROM THESE DRAWINGS TO THE SHORING ENGINEER. 9.) ALL INSPECTION SERVICES, AND NOTIFICATION FOR SAME, SHALL BE BY OTHERS. 10.) SPLICING OF SHORING ELEMENTS AND ALL SHORING WELDING SHALL CONFORM TO PROJECT WELDING REQUIREMENTS. 11.) THE SHORING ENGINEER IS NOT RESIDENT AT THE JOBSITE AND, THEREFORE, DECLINES TO BE DESIGNATED AS, OR PERFORM THE FUNCTIONS OF, PROJECT "COMPETENT PERSON", AS DEFINED IN CALIFORNIA DIVISION OF OCCUPATIONAL SAFETY AND HEALTH (DOSH) CONSTRUCTION SAFETY ORDERS, SECTION 1504, ARTICLE 2. 12.) VOIDS BETWEEN BACK OF LAGGING AND UNDISTURBED EARTH SHALL BE FILLED WITH SAND OR OTHER POROUS MATERIAL, AS DIRECTED BY THE GEOTECHNICAL ENGINEER. I r I I l, I -----i I ~/ I I 0 i. WEEP HOLES. TYP. ALL BAYS. / 0 ~I c': (I) (ll "' ~ ~ w _J [IJ 0 c': (I) QJ "' ~ 0 1 / 4" WIDE x 3/8" DP. SAWN CONTROL JOINTS @ 20' -0 c-c TYP. FULL LLNGTH OF WALL SOLDIER BEAM ELEVATION-NORTH 1 /3 SCALE: 1/4" = 1'-0 I I , / ' // CT) N (/ // I II '£/ V,.( DRAINAGE COMP ST x 2' 0 WIDE. TYP. ALL BAYS. I ( SOLDIER BEAM TABLE H ft, VARIES SOLDIER BEAM #'s MAX. in group shown. ®0@ 4'-4 ®thru@ 3'-6 @thru@ 5'-4 @ 6'-0 @@® 7' -0 @thru@ 7' -6 @Jthru@J 7' -8 @ s' -2 @ 1 ·-0 n FG/BW83.0' n I I II £FG/BW82.66' I 0 0 0 0 w z 0:::: 5 _J ,..: u I "' u 0 ..J f--..J <( <-:v::\ 2 "',,-""-/" r--"' ,-.. ~ _J _J <( _J s -a.. I-(9 ~ <( z w u -z @) ~ D ft. SECTION -_J 0 <( _J <( I-<( s ca w a: I (f) (/) ...J 9'-6 W1 Ox33 I-w ~ Cl:'.'. z u <( s·-o W1 Ox33 w <( u 11 '-6 W12x40 z <( <( --, Cl:'.'. 12· -6 W12x40 14' -6 W12x53 ~ <( ~ a: w 15' -0 W14x61 0.. 15' -6 W14x61 SHEET 16' -0 W1 6x67 RW6 3'-o W1 Ox33 SHEET 1 OF 3 "AS BU IL T" RCE___ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE DECLARATION of RESPONSIBLE CHARGE. (SHTS. 52 -57) I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS ~ CITY OF CARLSBAD ~ >---+----1-----------------+---+----t>----tf-----.1L2Uf--__ E_N_G_IN_E_E_R_IN_G_D_E_P_AR_T_M_E_N_T __ ~~ PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: REGIONAL SHORING DESIGN ADDRESS: 1737 MALLOW CT., CARLSBAD, CA 92011 TELEPHONY} 760-5.05/ 1440 BY: //_, /_,(j/v A ~/ DATE: 2-JQ '1.i. P.E. No.t C0415"'.., EXP. DATE 12-31-21 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION ROUGH GRADING PLANS FOR: MARJA ACRES PERMANENT SOLDIER BEAM GR2021-0006 WALL PLANS PUD 16-09 SUP 16-02 HDP 16-02 CDP 16-33 SDP 2018-0001 APPROVED: JASON S. GELDERT ~EN~~ii"ff t;GER RCE 63912 EXPIRES 9/30/22 DATE OWN BY: ~M~L __ I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY >---~----1>---~-----1 : ---CT 16-D7 529-9 A OTHER APPROVAL CITY APPROVAL L'.R~V~W'.'cD_B~Y-'--':-===J ~--------~ DocuSign Envelope ID: 470614E5-43B1-49E9-B3F7-71E9545517E1 .QRZZKDW V50%,$0 --►•◄ I f 0 below. Call before you dig. NOTE: -95 ----91 ~90 -~so ----75 (D s Ct: w z _J :r:: u ~ 2 CONTRACTOR TO VERIFY EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. NOTE: ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. 0 1 1 I 0 1 1 - -- -I ( h .....__ _/ 0 1 2 I lfJ ~ (Jl lfJ "' II I 1 2 -I ( ~ '-.....__ ./ 13 14 I n 0 0 ~ E)G, .@P/L I 86' TW86.31' I 1/3 -(Jl FG/BW82.77' I ..,. >----+------_, I II 0 I 0 ~FGIBW81.5' lo o ----v--TI]J 13 14 p 'L 7 - -- -- -I I ( ~ ( ~ '-.._ ./ / .....__ _/ DETAIL@ 15 /2\YP. ~ 1 6 1 7 28 SPACES@ 8'-3 = 231'-) 4"x12" TREATED ;ouG. FIR LAGGING. SEE MA 'L. NOTES. TYP. ALL BAYS. <.D lfJ (Jl N 18 TRIM LAGGING per ARCH./CIVIL TYP. 19 lfJ n (Jl ;!: A,)Gr.@P /L TWBB 5'\ / 88.4 20 21 I 1/3 I 1/3 I 1YP. ~ TW86.75'\ I -:_....J I I I u~ w~ u:: c5 I " - -' I I I 1 RW7 2 RW7 <I) <I) <f> ~ 0 I 0 ~ w -' m <( r-<I) <I) <f> ~ 0 \ ..,. lfJ l>----------<I 4 0 ci\ 8" SHOTCRETE FACIN'· TYP. ALL BAYS. 0 0 --I/..____ ---v--TI]J TI]J SOLDIER BEAM ELEVATION-MIDDLE 1 /3 SCALE: 1 / 4" - 1 '-0 / 1 I / --j 1-" , I I°' -<.D I I II --------i I I (' I I ~-l•---------------1 I -/ _____________ I I o o I I rFG1 BW81.5' lo o " II I 1/4" WIDE x 3/8" DP. SAWN CONTROL JOINTS @ 20'-0 c-c TYP. FULL LENGTH OF WALL 0 co s Ct: w z _J ti 3: 0 -' -' ~~~ -,,'-.," -,,'-.,, r--n r-. ~ _J _J <( _J s -a.. I-CJ ~ <{ z w u -z (§) ~ -_J 0 <( _J <{ r <( s co w 0::: I (/) Cl) ...J r w ~ 0::: z u <{ w <( 15 1 6 1 7 18 19 20 21 u z <( ~ -I ( h .....__ _/ TYPICAL SCALE: 1 / 4" -P,A - -- -- -28 ~PACES @ s'-3. SEE Eltv'ATIONS. ( ~ ( ~ ( '-.._ ./ '-.._ ./ SOLDIER BEAM PLAN -1 ·-0 DECLARATION of RESPONSIBLE CHARGE. (SHTS. 52 -57) I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE Cl1Y OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: REGIONAL SHORING DESIGN ADDRESS: 1737 MALLOW CT., CARLSBAD, CA 92011 TELEPHONY J 760-5.051 1440 BY: //_, /_~ '/// ~ A /j/ DATE: 2-JQ '1.°t P.E. No.t C0415,l{j 1 EXP. DATE 12-31 21 .....__ -I ~ _/ <( --, 0::: p 'L -- -- -- -- -- -I I I I 0 I ~ <( ~ 0::: lfJ ( h ( ~ ( ~ w (l_ '-.._ ./ .....__ ./ .....__ _/ SHEET RW7 SHEET 2 OF 3 "AS BU IL T" RCE __ _ EXP, ___ _ DATE REVIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD ~ l---t---t-----------------+---+----11-----1--~~~-~E~N~G~IN~E~E~R~IN~G'-"D~E'-PA~R~T~M~E~N~T __ ~L._§_Q_j DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION ROUGH GRADING PLANS FOR: MARJA ACRES PERMANENT SOLDIER BEAM GR2021-0006 WALL PLANS PUD 16-09 SUP 16-02 HDP 16-02 CDP 16-33 SDP 2018-0001 APPROVED: JASON S. GELDERT _D_AT_E__,_I_NI_TIA_L-+_D:c.A:...TE=-J....C.IN.:..:IT"-IA:::.L-1 CHKD BY: __ _ OWN BY: ~M=L __ I PROJECT NO. I DRAWING NO. OTHER APPROVAL CITY APPROVAL L':R'-!V~W:=::D..cB=-Y'-'-:-===J ~--C_T_1_6_0_7 __ _, 529-9A DocuSign Envelope ID: 470614E5-43B1-49E9-B3F7-71E9545517E1 .QRZZKDW V50%,$0 -95 ----~90 ----85 ---·--80 --►•◄ I f 0 below. Call before you dig. FACE of 22 23 I I J::)Gr.@P /L r----TW89.0'\ I 5 89.2' et: I ' I I w I I z 1/3 1/3 1/3 ' -I _J I I I "' I :r: u r--II f---I :r: I <( I I FG/BW81.5~ l 2 0 0 0 .._ '---V ..___ ..__ 1IIJ 24 25 26 27 28 29 28 SPACES @ 8'-3 = 231'-o I ~YP. 4"x12"ITREATED DOUG. FIR I <.O ":I LAGGIN ;, SEE MAT'L. NOTE) O') E)Gr.@P/L 8" SHOTCRETE FACING I I N 'f T'(P. A L BAYS. N 89.6' T'(p. ALL BAYS. TW89.31'\ TW89.5' \ I _Lv ?? ½ I \ I ' I I ~ ~ ~ ~ TYP. -1---j I: w I r--_J CD r--<{ II 1 I c-:r: / -J I (I) (I) V, ~ ~ ~ ( I I I ---------------7 I I I FG/BW8;.81~ I ---1---------------1 I :r: FG/BWt ,1 5'\ /4,' 0 0 I I 0 0 0 0 0 0 ~ w _J --V '-... ~ -'-... V/~L._ [II ! ~~UlJ 1 / 4" WIDE x 3/8" DP. SAWN CONTROL JOINTS @ 20' -0 c-c 1YP. FULL LENGTH OF WALL 1 SOLDIER BEAM ELEVATION-SOUTH 1 /3 RW8 SCALE: 1 / 4" = 1 '-0 ct_ HOLE=(l_ BEAM 3/ 4"1!> x 5" HEADED ANCHOR STUDS @ 6" c-c @ CENTERLINE OF SOLD. BM. FLANGE, FULL HT. COAT WITH COAL TAR EPOXY. SEE MAT'L. SPECS. (/) z 0 ~ OCJ \ P/L -~ I BLK. WALL -rby OTHERS ALL REINF. ~ MID-DEPTH OF WALL. • ~L ~ r,,,y,,, .. >>$;_,','-?-c(, << 1/· ' /~4@12" I' L---~VERT.~ -~ I 30 I') I ... TW90.5'~ I N OCJ II :r: I FG/BWS!\ SOLDIER BEAM PER TABLE SOLDIER BEAM SPACING PER PLAN AUGERED HOLE SEE TABLE _J w l•b ,_ i-----#5@7" HORIZ. v c--DRAINAGE COMPOSITE x 2'-0 WIDE,& ) I \• • /, \ I SHORING (FOS) 1/3 1/3 I I 1 /3 COAT SOLDIER BEAMS FULL LENGTH WITH BITUMASTIC 300M COAL TAR EPOXY SEEi NOTE 12 I . ~-:::::,Y_.--;: V . ' \ \¾:~~~«'~'«<,',,, < OR APPROVED EQUAL. (SEE MAT'L. NOTES). I • DRAINAGE COMPOSITE ,c,3 x 2' -0 WIDE. 1.2' 1YP. ALL BAYS. -... ·-. . . 2" MIN. BEARING---+-!--'\__SHOTCRETE FACING 1YP. ALL BAYS. ROUGH 4"x12" TREATED DOUG. FIR LAGGING U.N.0. SEE NOTES 3 SOLDIER BEAM PLAN DETAIL RW8 SCALE: NONE -w w Ul I :r: 8" CONC. SHOTCRETE FACING (f'c=4000ps-i)~-,ib BROWN COLOR WITH ROCK FINISH ' <.O B/EXCAV. IFSl -t--~-.---<o~,"""'~ UNDISTURBED-~ ' SOIL DO NOT ~ EXCAVATE BELOW [I] i THIS ELEVATION WITHIN 6'-0 w w (/) I 0 I , 1YP. ALL BAYS. SEE ELEVS. ,.__SOLDIER BEAM-SEE TABLE COAT FULL LENGTH WITH BITUMASTIC 300M COAL TAR EPOXY OR APPROVED EQUAL. (SEE MAT'L. NOTES). '-"+-4"x12" TREATED DOUG. FIR LAGGING. SEE MAT'L. NOTES. " ~ FILL AROUND SOLDIER BEAMS WITH LEAN CONCRETE SLURRY ABOVE B/EXCAV. (SEE NOTES) ._____.;:,IN:;;:STALL 2"¢ WEEP HOLES @ 1 /3 PTS. OF SOLD. BM. SPACING, EA. BAY SLOPE 1 /2" per FT., MIN. FILL AROUND SOLDIER BEAMS ll)!.o.-!,;W~ITH CONCRETE f' c=3500psi BELOW B/EXCAV. (SEE NOTES) ~24"¢ AUGERED HOLE 2 SOLDIER BEAM SECTION RW8 SCALE: NONE ... O') N <.O N 31 32 33 "' E)Gr.@P /L 0 II 92.2' TW920'~ :r: I-' v~-\ FG/BW91.5' . -r--II '~/ vi :r: 7 0 / / ~-v----.. lill TABLE of SPECIAL INSPECTIONS COMPONENT EXTENT TYPE OF S.I./TEST OF S.I./TEST SOLDIER VERIFY SIZE VISUAL BEAMS CONCRETE 3 CYL. per EA. COMPR. TEST IN TOE 5 SOLD. BMS. CYLINDERS WOOD PRODUCT GRADE ALL LAGGING CERTIFICATION SOLDIER BEAM VERIFY PRODUCT VISUAL COATING & COVERAGE SHOTCREEK 3 CYL. per EA. COMPR. TEST FACING 20 cu. yd. CYLINDERS u~ w~ u:: c5 ti 3: 0 -' -' ~~~ -,,'-.," -,,'-.,, r--n r---_J _J <( _J s -a.. I-CJ Cl) <{ <( z w u -z (§) ~ -_J 0 <( _J <{ r <( s co w 0::: I (/) Cl) ...J r w ~ 0::: z u <{ w <( u z <( <( --, 0::: ~ <( ~ 0::: w (l_ SHEET RW8 SHEET 3 OF 3 "AS BU IL T" RCE __ _ EXP, ___ _ DATE REVIEWED BY: INSPECTOR DATE DECLARATION of RESPONSIBLE CHARGE. (SHTS. 52 -57) I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS ~ CITY OF CARLSBAD ~ l---t---t-----------------+---+-----11-------l--~L2Z_J~_~E~N~G~IN~E~E~R~IN~G'---"D~E~PA~R~T~M~E~N~T __ ~L___§_Q_J NOTE: CONTRACTOR TO VERIFY EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. NOTE: ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: REGIONAL SHORING DESIGN ADDRESS: 1737 MALLOW CT., CARLSBAD, CA 92011 TELEPHONY J 760-5,051 1440 BY: //_, /_~ '/// ~ A /j/ DATE: 2-JQ '1.i. P.E. No.t C0415,l{j 1 EXP. DATE 12-31 21 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION ROUGH GRADING PLANS FOR: MARJA ACRES PERMANENT SOLDIER BEAM GR2021-0006 WALL PLANS PUD 16-09 SUP 16-02 HDP 16-02 CDP 16-33 SDP 2018-0001 APPROVED: JASON S. GELDERT EVQNE~iNG°MttGER RCE 63912 EXPIRES 9/30/22 DATE DWN BY: ~M=L __ I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHK __ _J__---1---=c..:...::..._L_--'-"'-=--i D BY: ---CT 1 6-0 7 529 9 A OTHER APPROVAL CITY APPROVAL L':R'-!V~W:=::D_.2B=-Y'-'-:-===J ~-----------' -DocuSign Envelope ID: 470614E5-43B1-49E9-B3F7-71E9545517E1 .QRZZKDW V53(50$1(17:$7(548$/,7<75($70(17)$&,/,7,(6217+,66,7(.((3,1*285:$7(5&/($10$,17$,1:,7+&$5(1202',),&$7,216:,7+287&,7<2)&$5/6%$'$33529$/0%,$0 I below Call before you.dig. WATER QUALITY ADVISORY SIGN NTS SAMPLE PROHIBITIVE SIGNAGE NTS 60 30 0 I; --'if' )( --EXIST. BIQREIENTION BA~ 60 120 180 SCALE: 1 • = 60' ,, 'iU <) I; -------------------------S--_,,_ _E L DATE INITIAL -0-0 0 0 0 0 0 0 o e 0 0 0 ----------1----T * BMP ID # BMP TYPE SYMBOL TREATMENT CONTROL @ BIOFIL TRA TION I ® TREE WELL ® MODULAR WETLAND [r!l HYOROMODIF"ICA TION @ BIOFIL TRA T/ON I SOURCE CONTROL @ STENCILS NO DUMPING DRAINS TO © @ BMP SIGN TIRASH LANDSCAPE/ OUTIDOOR PESTICIDE USE STREET SIDEWALK SWEEPING EFFICIENT IRRIGATION ROOF DRAIN TO LANDSCAPING (TYP) r,-;;:::,., UNDERGROUND ~ STORM WATER STORAGE (PVT) :~LL BUILDINGS WILL TIE R OCEAN • PARTY RESPONSIBLE FOR MAIN NAME: KB HOME TENANCE: ADDRESS: 9915 MIRA MESA BLVD SUITE 100 CONTACT JESSE KLEIST SAN DIEGO. CA 92131 PHONE NO. 858 877 4267 PLAN PREPARED BY: NAME MEL LANDY COMPANY HOWES, WEILER & ASSOC ADDRESS 2888 LOKER AVE EAST . SUITE 218 CARLSBAD, CA 9201 O PHONE NO. (760) 929 2288 EX. 408 SIGNATURE BMP NOTES: CERTIFICATION QSD# 81085 l. THESE BMPS ARE M RECOMMENDATIONS ~~D¢J~s~y PTL~:: INSTALLED PER MANUFACTURER'S 2· NO CHANGES TO THE p . APPROVAL FROM THE c~f ~~~~N:EM:.s ON THIS SHEET WITHOUT PRIOR 3· NO SUBSTITUTIONS TO 4 :~10; APPROVAL FROM T~~EMtl~~l~G:EiYPES OR PLANTING TYPES WITHOUT . INSPEi~6A~CY WILL BE GRANTED UNTIL T~ INSTALLATION IS PROJECT FOR APPROPRIATE E B~~y INSPECTION STAFF HAS S . CONSTRUCTION AND 6: :!:E:R:~E~;l~::NMA;CE AGREEMENT DOCUMENT. FOR ADDITIONAL INFORMATION. '® PROPOSED PIPE BMP CONSTRUCTION THE EOW WILL AND INSPECTION NOTES· IN COMPLIANCE VIE~FY THAT PERMANENT BMPs AR • occuPANCY THE Eg~P~~:Tc~R~:DtPPLICABLE R~a~~~lJ~~i~~:~~ JtERATING l. PHOTOGRAPHS o CONSTRUCTI F THE INSTALLATION OF 2. A WET STAM0tEDD~[~R CJNSTRUCTION, ~~R~~N~l~~LB~:s PRIOR TO AND OPERATING p ERIFYING THAT PERM STALLATION 3-PHOTOGRAPHS TO E~Ji~~ :~UIREMENTS OF T:EN~pi:i:l ARE CONSTIRUCTED SIGNANGE HAS BEEN INSTALLE6.PERMANENT WATER QUALIT~ ~:~~MENT PRIOR TO RELEASE 0 THE PERMANEN F SECURITIES, THE DEVEL HOMEOWNER ORT :~:sw1~6~TN?~ BEEN REMo:JRo~s MRJti~1~~SIBLE FOR ENSURING E APPROVAL OF THE CITY BY THE NEW ENGINEER. BMP TABLE CASQA NO. OU ANT/TY DRAWING NO SH · EET NO.(S) ~,ftJSl~i~* MfRl~TENANCE* r, c.OUENCY TC-32 22,916 SF". SD-1 1 2 TC-32 22,916 SF". PERMANENT WATER QUAUTY TREATMfNT FACILITY SD-32 SC-41 sc-P•• SD-12 sD-11• 79 EA 10 EA 1 EA 1 EA 529-9A 529-9 529-9A 529-9A 529-9A 529-9A 529-9A ------529-9A 9-16 4 9-11 3 9-16 9-16 ---9, 12, 19 & 59-60° SEMI-ANNUALL y SEMI-ANNUALL y SEM/-ANNUALL y SEMI-ANNUALL y SEMI-ANNUAL LY SEMI-ANNUALL y ANNUALLY WEEKLY SEMI-ANNUALL y ANNUALLY ANNUALLY ANNUALLY ANNUALLY REPLACE WHEN FADED AS NEEDED AS NEEDED ------ANNUALLY THE CITY OF CARLSBAD BMP DESIGN MANUAL APPENDIX E. ~ CITY OF CARLSBAD ROUGH G ENGINEERING DEPARTMENT RADING PLANS FOR: MARJA ACRES SINGLE SHEET BMP EXHIBIT ~ L___§__Q_J PUD 16-09 SUP 16-D2 HDP 16-D2 CDP 16-33 SOP 2D1B-0001 GR2021-0006 APPROVED: JASON S. GELDERT &;NEf ~Nt:tAGER RCE 63912 EXPIRES 9 30 22 DA TE OWN BY: DA lE INITIAL DATE INITIAL PLANNING~EILER I LANDY Tel. 760.92922 ENGINEERING 2888 LOKER A::Nu:~xA.S7T60.929.2287 CA SUITE 217 RLSBAD, CA 92010 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHKD BY· RVWD BY: I PROJECT NO. . CT 16-07 I DRAWING NO. 529-9A DocuSign Envelope ID: 470614E5-43B1-49E9-B3F7-71E9545517E1 .QRZZKDW V56725075$3'(7$,/64:6(0%,$0 CiTY. e-7..-4 10 6 0 0 ' 6 0 8 32 UNIT TYr' _ I 11 111 IV Vll SFIV T2 PANEL T4 PANEL T7 PANEL OINT WR/>. µ01NT TAP Storm Trap® MODULAR CONCRETE STORMWATER MANAGEMENT MARJA ACRES CARLSBAD CA BILL OF MATERIALS I QADl~G DISCI AIMER· D[~CRIPTION TOI' W[IGIIT DAS[ W[IGIIT STORt,jTRAP IS NOT DESIGNED TO ACCEPT ANY ADDITIONAL LOADINGS FROM 12'-0" DOIJ8LETRAP 18050 18060 NEARBY STRUCTURES NEXT TO OR OVER THE TOP OF STORt.lTRAP. IF 12'-o"' DOU3LETRAP 21408 21418 ADDITIONAL LOADING CONSIDERATIONS ARE REQUIRED rDR STRUCTURAL 12'-o" OOUBLETRAP 1891 C· 18918 DESIGN or STORMTRAP, PLEASE CONTACT STORt.lTRAP IMMEDIATELY. 12· o" DOU3LETRAP 2C589 20597 THE STORMTRAP SYSTEM HAS NOT BEEN DESIGNED TO SUPPORT THE 12'-o" DOU3LETRAP 0 0 ADDITIONAL WEIGHT OF ANY TREES. FURTHERMORE, THE ROOTS or THE 12'-o" DOLl3LETRAP VARIES VARIES TREES MUST BE CONTAINED TO PREVENT FUTURE DAMAGE TO THE 8"" THICK PANEL 1 0942 STORMTRAP SYSTEM. STORMTRAP ACCEPTS NO LIABILITY FOR DAMAGES e'" THICK PANEL 8614 CAUSED BY TREES OR OTHER VEGETATION PLACE AROUND OR ON TOP OF 8" THICK PAt-EL 0 THE SYSTEM. 150' PER RCLL 14.5' PER ROLL TOTAL PIECES = 54 TOTAL P/ll\ELS -10 HEAVIEST PICK WEIGHT= 21~18 1\1 Ill Ill II I I 1\/ Ill Ill Ill I I 11 Ill I I 11 IV II II I\' I 30'-:i;l" 78'-3" h l Ill 1\1 I II Ill IV 7'-11:l" DESIGN CRITERIA ALLOWABLE MAX GRADO = 22.50 ALLOWABLE MIN GRADE = 13.58 INSIDE HEIGHT ELEVATION = 12.00 SYSTEM It.VERT = O.OD NOTES: 1 DIMENSIONING GF STORMTRAP srsTrn GAP BETWEEJ'-1 EACH MODULE. SHEET INDEX PAGE DESCRIPTION 0 0 COVER SHEET 1.0 DOUBLETRAP DESIGSJ CRITERIA 2.U lJOUl:llll i.!AP SYSllM LAHJUI 3.0 DOUBLET RAP INSTALLATION SPECIFICATIONS 3.1 DOUBLET RAP INSTALLATION SPECIFICATIONS 4.0 DOUBLETRAP BACKFILL SPECIFICATIONS 5.0 RECO~MENDED PIPE / ACCESS OPENING SPECIF CATIONS 6.0 DOUBLETRAP IJOJULE TYPES STORMTRAP CONTACT INFORMATION STORfHRAP SUPPL ER: CONTACT NAME CELL PHONE: SALES lMAIL: STORMTRAP CHARI IF CARTER 760-212-5628 CCAl1TER@STC RMTRAP.COM SHOWN BELO~{ ALLOW FOR A 3/-4" 2. ALL DIMENSIONS TO BE VERIFIED IN THE FIELC BY OTHERS. 3. SEE SHEET 3.0 FOR NSTALLATION SPEClf"ICATIONS. 4. SP -lfJDICATES A ',!:)[llJLE WITH MODIFICATIONS 5. P - INDICATES A MODULE WIT--1 A PANEL ATTACHMENT. 6. COfJTRACTORS RESPONSIBILITY TO ENSURE CONSISTENCY/ACCURACY TO FINAL ENGINEER CF RECORD PLAN SET. 21•-91~ 2 681 73" -4 46'-10¾" Storm Trap· Pll1EMI!: U9ffll J.T, [1111FV/5fCll,IIIIII'~ 1287 Wt-a,.,AM P~Y RO.ECMLI.£. IL 60446 P:815-941-4549 / f":331-318-5.347 ENGINEER INFORMATION; HWL PLANNING & ENGINEERING 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 760-929-2288 PROJECT INFORMATION; MARJA ACRES CARLSBAD, CA CURRENT ISSUE DATE; 12/16/2021 ISSUED FOR; I PRELIMINARY REV DATE: ISSUED FOR: £ 12/16/2021 PRELIMINARY 1 11/2~./2021 PRELIMINARY SCALE; ,rs SHEET TITLE; COVER SHEET SHEET NUMBER, 0.0 OWN BY: RJL RJL Storm Trap· f'll,JOOS usrm AT, [HnP/,-'lratff;tP~ 1 '2El WNJ-lt\M PARKWAY RO.ECMUE, IL 60446 P:815--941-4549 / r:331-318-5347 ENGINEER INFORMATION: HWL PLANNING & ENGINEERING 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 760-929-2288 PROJECT INFORMATION, MARJA ACRES CARLSBAD, CA CURRENT ISSUE DATE: I 12/16/2021 ISSUED FOR; I PRELIMINARY REV DATE: ISSUED FOR: OWN BY: & 12/16/2021 PRELIMINARY RJL 1 11/24/2021 PRELIMINARY RJL SCALE; ,rs SHEET TITLE; DOUBLETRAP SYSTEM LAYOUT SHEET NUMBER; I 2 .0 I I I STRUCTURAL DESIGN LOADING CRITERIA LIVE LOADING: AASHTO HS-20 HIGHWAY LOADING GROUND WATER TABLE: BELOW INVERT OF SYSTEM SOIL BEARING PRESSURE: 3000PSF SOIL DENSITY: 120 PCF EQUIVALENT LINSATI_IRATED LATERAL ACTIVE EARTH PRESSURE: 35 PSF / FT. EQUIVALENT SATURATED LATERAL ACTIVE EARTH PRESSURE: flO PSr/FT (IF WATER TABLE PRESENT) f,PPLICABLE CODES: ASTM C857 ACl-31.S BACKFILL TYPE: SEE SHEET -4.0 FOR BACKFILL OPTIONS STORMTRAP SYSTEM INFORMATION WATER STORAGE PROV: 32,59ll.68 CUc!IC t ~ll 1.1'1 T HEADROOM: 12'-0" DOUBLETRAP SEE SHEET 4.0 FOR ~ BACKFILL SPECIFICATIONS "\ L.------~-=-_-c-c_ -=-=---=---~----~---=::=::_ -_=:=-=-==='.'.=-=-~=--\ 1.08' SITE SPECIFIC DESIGN CRITERIA 1. STORMTRAP UNITS SHALL BE MANUFACTURED AND INSTALLED ACCORJING TO SHOP DRAWINGS APPROVED BY THE INSTALLING CONTRACTOR AND ENGINEER OF RECORD. THE SHOP D~AWINCS SHALL INDICP..TE SIZE AND LOCATION or ROOF OPENINGS AND INLET/OUTLET PIPE TYPES. SIZES, INVERT ELEVATIONS AND SIZE OF OPENINGS. 2. COi/ER RANGE: MIN. 1.08' MAX. 1 o.oot:oNSULT STORMTRAP FCR ADCflONAL COi/ER CPTIONS. 3. All DIMENSIONS AND SOIL COt<DITIONS, INCLLDING BUT NOT LIMITED TO GROUNOWAER AND SOIL BEARING CAPACI-Y ARE REQUIRED TO BE VERICID IN THE FIELD BY OTHERS PRIOR TO STO!.MTRAP INSTALLATION. 4-. FOR STRUCTURAL CALCULATIONS THE GROUND WATER TAE=LE IS ASSUMED TO IE 8ELOW INVERT OF SYSTEM If WATER TABLE IS DIFFERENT THAN ASSUM[[,, CONTACT STORMTRAP. 5. SYSTEM DESIGN MAY ALLOW FOR INCIDENTAL LEAKAGE AND WILL NOT BE SUBJECT TO LEAKAGE TESTING. l-------~=c--::-C::-C~~:=::=::=::==::=~1--1--ALLOWABLE MAX GRADE = 22.50 I ALLOWADL[ MIN GRAD[ = 13.58 ------------------------------------------------1 0.D0' -------------------------I ------------------------------------------------------------------------f-------~1------------t----~,~"-TOS = 12.58 ---------+--~--HWL = 12.00 6'-0" L6.5--12' -0" DOUBLETRAP L6.5~ 6'-0" Storm Trap· l'mMI!: usrm AT, [1111P,/J!l'Clll!W~ 1287 'Ml'DW.I PJ:,.W,WAY RO.ECMUE, IL 00446 P:815-941-4549 / F:331-318-5347 ENGINEER INFORMATION, HWL PLANNING & ENGINEERING 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 760-929-2288 PROJECT INFORMATION; MARJA ACRES CARLSBAD, CA CURRENT ISSUE DATE, 12/16/2021 ISSUED FOR; I PRELIMINARY ~EV DATE: ISSUED roR: & 12/16/2021 PRELIMINARY 1 11/24/2021 PRELIMINARY SCALE; ,rs SHEET TITLE; DOUBLETRAP DESIGN CRITERIA SHEET NUMBER, OWN BY: RJL RJL MIN_300D PSF BEARIN·3 CAPAC TY / TO BE VERIFIED IN FIELD BY~· OTHERS 12'-0" DOUBLETRAP 1.0 1. 2. 3. 4. 5. 6. 7. STORMlRAP I_NS_lALL/1.I.IO_N S_E.ECIFICATIONS STORl.'TRAP SHALL BE INSTALLED IN I\CCORDANCE WITH ASTM C891, STANDARD FOR INSTALLATION OF UNDERGROUND PRECAST CONCRETE UTILITY STRUCTURES, THE FOLLOWING ADDITIOt-.S AND/OR D'.CEPTIONS SHALL APPLY: IT IS THE RESPONSIBILITY OF THE INSTA_LING CONTRACTOR TO ENSURE THAT PROPER/ADEQUA-E EQUIP~ENT IS USED TO SET/l'ISTA_L THE ~l~DULES. STORl.'TRAP MODULES CAN BE PLACED ON .A LE"~EL, ;;·• FOUNDATION OF ~" AGGREGATE EXTENDING 2'-a~ P,',ST THE OUTSIDE OF THE SYSTEM (SEE DETAIL 1) .I\ND SHALL BE PLACED ON PROPERLY COMPACTED SOILS (SEE SHEET 1.0 FOR SOIL BEARING CAPACllY REQUIREMENT::), ANC IN ACCORDANCE WITH ASTM C891 "::TANDARD PRACTICE FOR INSTALLATION or UNDERGROUND PRECAST UTILITY STRUCTURES. THE STORMTRAP MODULES SHALL BE PLACED SUCH THAT THE MAXIMUM SPACE BETWEEN ADJACEI\T \10DULE5 DOES NO-EXCEED 3" :sEE DETAIL 2). IF THE S~ACE EXCEEDS j", THE MODULES SHALL BE RESET WITH ,l,,PPROPRIATE ADJUSTM[NT MA[)E TO LINE P.ND GRA[)[ TO RRING T--IE SPACE INTO SPECIFICATION. STORl.'TRAP MODUL[S Afl[ NOT WArCRTIGIIT. II-A WATCRTIGIIT SOLUflON IS ll[QUIREC, COWACT SfOfi:.1TRAf' fOR RECOM~tENDATIONS. THE WATERTIGHT APPLICATION IS TO 3E PROVIDED AND IMPLEMENTED BY THE CONTRACTOR. THE CONTFiACTOR IS r!C.Sl-'LlNSll:ILC. 10 lN::iUCSl I HAI I Hl :iC.LlC I UJ WA I lr!I IGH I ::iOLU IION PC.r!f Or!MS A::i SPlClf 10.lJ l:IY THE M/1.NUF.ACTURER. THE PERIMETER HORIZONTAL JOINT BETWEEN THE TOP AND BASE LEG CotJNECTION OF THE STORl.'TRAP MODULES SHALL BE SEALED WITH PfiEFOR!~EO MASTIC JOl~T TAFE ACCORDING TO AST.1.1 C891, 8.8 AND 8.12. (SEE DETAIL :,;;,. THE MASTIC JOINl IAPL IJOlS NOi c'ltOVIIJL A WAILltllGHI SLAL. ALL EXTERIOR JO NT3 BETWEEN ADJACENT STORMTRAP MODULES SHALL BE SEALED WITH 8" WIDE PRE-FORMED, COLD-APPLIED, S[LI--AIJll[I/ING [LASIOM[IIIC 1/[SIN, □ONl)[D TLl A WOV[N , IIIGIILY rUNCl"UI![ R[SISfANf 1~0LYMrn WRAP, CONFORMING TO ASHA C891 AND SHALL BE INTEGRATED WITH PRIMER SEALANT AS APFROVEC BY STORMTRAP (SEE DETAILS 4 & 5). THE JOINT WRAP DOES NCT PROVIDE A WATERTIGHT SEAL. THE SOI_[ FURPOSE OF THE JOINT WRAP IS TO PROVIDE A SILT AND SOIL TIGHT SYSTEM. THE ADHESIVE EXTERIOR JOINT WRA::> SHALL BE INSTALLED ACCORDlf-G -o THE FOLLOWING NSTALLATION INSTRUCTIONS: 7.1. USE A BRUSH OR WET CLOTH TO THOROUGHLY CLEAN THE OUTSIDE SURFACE AT THE POlf-T WHERE JOINT WRAP IS TO BC: APPLIED. 7_2. A RELEASE PAPER PROTECTS -HE ADHESIVE SIDE OF THE ,IOINT WRAP. PLACE THE /IDHESIVE TAPE (ADHESIVE SIDE DOWN) AROUND THE STRU:'.TURE. Rn.tOVING THE RELEAS[ PAPER AS YOU 30. PRESS THE JOINT W,"::/.AP FIRMLY AG/I.INST THE STORMTRAP MODULE SURFACE WHEN APPLYING. 8. IF THE CONTRACTOR NEEDS TO CANCEL ANY SHIPMENTS, THEY MUST DC SO 48 HOUl<S PRIOR TO THEIR SCHEDULED ARRIVAL AT THE JOB SITE. IF CANCELED AnER THAT TIME, :,LEASE CONTACT THE PROJECT MAN.AGER. 9. Ir THE STORI.ITRAP M·)DULE(S) IS DA'-IAGED IN ANY WAY PRIOR, DURING, OR AFTER INSTALL, STORMTRAP MUST B~ CONTACTED IMMCDIATELY TO ASSESS TIIE DAMAG[ AND TC D[TCRMIN[ Wl·l[TIICR OR NOT HI[ MODUL[(S) WILL N[ED TO BE REPLACED. IF ANY MO)ULE ARRIVES AT THE JOBSITE DAMA.GED 00 NOT UNLOAD IT: CON-ACT STORMTRAP IMf,,'EDIATELY. ANY DAMAGE NOT REPORTED BEFORE THE TRUCK IS U'ILOAD~D WILL BE THE CONTRACTOR'S R[Sr'ONSl□ILITY. 10 Sll>Hl.'IIV•.r' MODULES CANNOT BE ALTUED IN ANY WAY AFTER i,IANUFACTURING WTHDUT WRITTEN cot-SENT FRCM STORl.'TRAP. 8" WIDE JOINT WRAP ----. (SEE NnTE 7) 8" WIDE JOINT WRAP -., (SEE r-.'OTE 7) \ I DETAIL 41 ''.-----~ TOP OF STORMTRAP--\_ \ \ f' GAP MA~. (SE~ tWTE 4) \ I DETAIL 2 I a•· WIDE JOit-.-WRAP ~---. (SEE NOTE 7) "---.. I DETAIL s I '---. .. _ I" ii JOINT TAPE (SEE NOTE G) I DETAIL 3 I I DETAIL 1 I -t 6'" STONE BASE I _ 1 (SEE NCTE .'i) 2' -0" OVERHANG (SEE NOTE J) Storm Trap· I\QDIIS usrro AT< [lmP./,/srtllrlTIIII>.~ 1287 'Ml'DW.I PJ:,.W,WAY RC:t.£CML.l..E, IL 00445 P:815-941---4549 / r:331-318-5347 ENGINEER INFORMATION; HWL PLANNING & ENGINEERING 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 760-929-2288 PROJECT INFORMATION: MARJA ACRES CARLSBAD, CA CURRENT ISSUE DATE; 12/16/2021 ISSUED FOR, PRELIMINARY REV DATE: ISSUED FOR: & 12/16/2021 PRELIMINARY 1 11/24/2021 PRELIMINARY SCALE, ,rs SHEET TITLE; DOUBLETRAP INSTALLATION SPECIFICATIONS SHEET NUMBER; 3.0 OWN BY: RJL RJL fsHrril CITY OF CARLSBAD ~ >----+------,i-------------------+----+---1----1------' Uu ENGINEERING DEPARTMENT L__§_Q_J :==::::'...'.:===========:'...'.::::=~ ROUGH GRADING PLANS FOR: below. Call before you dig. L HOWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL MARJA ACRES PUD 16-09 SUP 16-02 HOP 16-02 COP 16-33 GR2021-0006 APPROVED: EiGINEfiiiNc·~crn DWN BY: ~M~I __ CHKD BY: __ _ RVWD BY: SDP 2018-0001 JASON S. GELDERT RCE 63912 EXPIRES 9 30 22 PROJECT NO. CT 16-07 DATE DRAWING NO. 529-9A DocuSign Envelope ID: 470614E5-43B1-49E9-B3F7-71E9545517E1 .QRZZKDW V56725075$3'(7$,/60%,$0 ,. ,. 3 4. STORMTRAP MODULE LIFTING INSTALLATION NOTES IT IS THE CONTRt-.CTOR'S RESPONSIBILITY TO ENSURE THAT ALL (4) CHAINS/CABLES ARE SECURED PROPERLY TO THE LIFllNG ANCHCRS 11.ND IN EQU1\L TENSION WHEN LIFTING THE STORMTRAP MODULE (SEE RECOMi~ENDr.TIONS 2 &: 3). MINlf,ILJM 7'-0" CHAIN/CABLE LENGTH TO BE USED TO LIFT STORMTRAP ~ODULES (SUPPLIEC BY CONTR,11.C-OR). CONTRACTOR TO ENSURE MINIMUM LIFTI\JG AtlGLE IS GO" FROM TOP SURFACE OF STORMTRAP ~tODULE. SEE D'::TAIL. IT IS UNDERSTOOD AND AGREED THAT AT ALL TIMES OJRING WHICH "'OISTING AND RIGGING EQUIPMENT IS BEING SUPPLIED TO THE PURCHASER, OP[Rol.TOR OF SUCH EQUIPMENT SHALL BE IN CHARGE OF HIS ENTIRE EQUIPMENT AND SHALL AT ALL TIMES 8[ TII[ JUDG[ or TII[ SArnY AND PROPrnTY or ANY SUGGESTION TD HIM rnoM TII[ SELLER, ITS AGENTS OR EMPLOYEES. FURCHASER !~,GREES TO SAVE, INDEMNIFv AND HOLD HARMLESS SELLER FROM ALL LOSS, CLAIMS, DEMANDS OR CAUSES OF ACTION, WHICH MAY ARISE FliOM THE EXISTENCE OR OPERATION OF StdD EOllPMENT. __ /_ ,. 2. 3. 4. 5. END PANEL ERECTION/INSTALLATION NOTES l:.NLJ PANl:.L'.:, WILL 81:. '.:iUl-'PLll:.D I/J CLl.l'.:il:. orr onr,.' l:.NU::i Or HOW::i. PANELS SHALL BE INSTALLE• IN A TILT UP FASHION DIRECTLY ADJACENT TO CPEM END OF MODULE (R~FER TO SHEET 2.□ FOR mo PANEL LOCATIONS). CONNECTION HOOKS WILL B~ SUPPLIED WIT-l END PANELS TO SECURELY CONNECT PANEL TO ADJACENT STOlit.lTRAP MODULE (SEE PANEL CONNECTION ELEVATION VIEW). ONCE CONNECTION HOOK IS ATTACHED, LIFTING CLUTCHES fAAY BE REMOVED. JOINT WRAI' SHALL BE PLAC[O AROU"ID f'rnlt.t[l[R JOINT PANEL (SEE SHEET 3.0). CONNECT ON I IOCKS PROVIDED □ Y -, STORMTRAP /ltSD INST/\LLED BY \ CONTRACTOR (SEE DETAIL 6) \\ 1" I-' PRCCAST OPENlt-G FOR ~ HOOK CONNECTION, CO,~TRACTOR \ TO SEAL FOR INSTALLATION \ \\ • I STEP 11 TOP MODULE LIFTING DETAIL ___ SIDE CF STORMTRAP MODULE ,. 2. 3. 4. 5. 6. BASE MODULE LIFTING DETAIL RECOMMENDED ACCESS OPENING SPECIFICATION A TYPICAL ACCESS OPFNING rop THF STORMTPAP SYSTFM ARE ?'-o" IN DIAMEER. ACCESS OPENINGS LARGER THAN 3'-U" IN Dl.-1,MEER NEED TO BE APPROVED BY STORMTRAP. ALL OPENINGS MUST RETAIN AT LEAST 1'-0" OF CLEARANCE FROM THE END OF THE STORMTRAP MODULE UNLESS NOTED 01.-!ERWISE. ALL ACCESS OPENINGS TO BE LOCATED ON INSICE LEG UNLESS OTHERWISE SPECIFIED. PLASTIC :::CATED STEEL STEPS PROCUCD BY M.A-INDUSTRIES PART #PS3-Pf'C OR APPROVED EQUAL (SEE STEP D'.::T,1>.IL) ARE PROVIDED INSIDE Atff MOCULE WHERE DEEMED NECESS.IIRY. THE HIGHEST SlEP IN THE MODULE IS TO EE PLACED A DISTANCE OF 1'-0" FROM 11-,E INSIDE EDGE CF THE STORMTR,\,P MODULES. AL_ ENSUING STEPS SHALL BE PLACED AT A DISTANCE BETWE~N 10-·' MIN ,!a.ND 74" MAX BETWEEN THEM. STEPS M!\Y BE MOVED OR ALTERED TO AVOID OPENINGS OR OlrsER IRREGULARITIES IN THE MODULE. STGRMTRAP LIFTING INSERTS MAY BE RELOCATED TO AVOID INTERFERENCE WITH ACCESS OPENINGS OR THE CENTER OF GRAVITY Cf THE MODJ_E AS N~EDED. STORMTRAP ACCESS OPENINGS ~AY BE RELOC/1.-ED 10 AVOID INTERFER~NCE WITH INLET AND/OR OUTLET PIPE OPENINGS SO PL,',CEME,'IT OF STEPS IS ATTf..lNA8LE. ACCESS OPENINGS SHOULD 3E LOCATED IN ORDER TO MEET THE !'\PPROFRIATE MUNICIPAL R[OUIREMENTS. STORM-RAP RECOMMENDS AT LEAST TWO ACCESS OPENINGS PER SYSTDA FOR ACCESS AND INSPECTION. USE PRECAST ADJUSTING RINGS AS NEEDED TO MEET GRADE. STORMTR.o!.F RECOMMENDS FOR COVER OVER 2' TO USE PRECll.S-B/\RREL OR CONE SECTIONS. (PROVIDED BY OTHERS) RECOMMENDED PIPE OPENING SPECIFICATION 1. MlfllMU~ EDGE DISTANCE FOR AN OPENING ON THE OUTSIDE WALL SHALL BE NO LESS IHAN 1 '-0". 2. MAXl..:UM OPENING SIZE TO BE DETERMINED BY THE MODULE HEIGHT. PREFERRED OPENING SIZE fJ 313" OR LESS. A~'l' OP~NING NEEDED T-IAT DOES NOT FIT T-! S CRITERIA SHALL BE BROUGH-TO THE ATTENTION OF STORMTRAP ~oR REVIEW. .3. CONNECTING PIPES SHALL BE INSTALLED WITH A 1'-,J" CONCRETE COLLAR, AND AN AGGREGATE CRADLE FOR AT LEAST ONE PIPE LENG-H (SEE PIPE CONNEC-ION DETAIL). A S-RUCTURAL GRAOE CONCRETE OR I-IGH STRENGTH, NON-SHRINK GROUT WITH A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI SHALL BE USED. 4. THE ANNULAR SPACE BETWEEN THE PIPE AND THE HOLE SH/ILL BE FILLED WITH HlliH SlfilNGIH NON-SHRINK GROUT. RECOMMENDED PIPE INSTALLATION INSTRUCTIONS 1. CLEAN AND LIGHTLY LUBRICATE /\LL OF THE PIPE TO BE INSERTED INTO STORMTRAP. 2. IF PIPE IS CUT, C,\RE SHOULD BE TAKEN TO ALLOW NO SHARP EDGES. BEVEL AND LUBRICATE LEAD END OF PIPE. 3. ALIGN CENTER OF PIPE TO CORRECT ELEVATION AND INSERT INTO OPENING. NQH:: AI_L ANCILLARY Pli'OlJUCIS/SPl:.Clf-lCMIONS li't.COM~l:.NlJt:l) ANl) SHOWN ON IHIS SHEET .ARE RECOMMENDP.TIONS ONLY AND SJ3JECT TO CHANGE PER THE INSTALLING CCNTRACTOR AND/OR PER LOCAL MUNICIPAL CODE/REQUIREMENTS. ---· .,,.---·· --.,,,,..,----SIDE Cf END PANEL END PANEL LIFTING DETAIL PANEL CONNECTION ELEVATION VIEW PRECAST CONCRETE ADJUSTING RINGS.-. B,.!.RREL OR CONE SECTIONS AS NEEDED '... SFF RFr.QV),l[NfJFD ACr.FSS OPFNI~'('; "-..., SPECIFICATION NOTE 6. (SUPPLIED BY OTHERS) ·,. ', r WALL OF STORMTRAP /// NOM-SHRINK GROUT ~~ NCN~If~R1~lR~NR~~T -·--....._ ·,, ', ', HIGH STRENGTH, ---NON-SHRINK GROUT --~-..... ___ ·,...__ 1, ,, ,:-1'-0" )( 1'-0" CD,'ICRETE COLLAR // ,--INL~T /OUTLET PIPE I I /AGGREGATE CRADLE ! ----+ I 1-WALL OF STORMTRAP HIGH STRENGTH, -NON-SHRINK CROUT ' IF A PIPE IS PROPOSED AT THE SYSTEM INVERT, NOTCH PIPE TO ALLOW PIPE IN\'.CRT TO MEET SYSTEM INVERT ~ I / ,, 1'-0" ,. 1'-0" CONCRETE COLLAR I I h / INLCT/GUTLCT rIrE ',. ! ',. I -~ I ,rAGGREGATE CRAD_E ',, I ', :f;> ! I I 1 I I '-..._, ' -+ -I ',, I '~, I '· '. _;::0':rd1·P-(::.,'~·-,:~(P::m1~1 -11 l=:I E==" k~ ,j./;'. k} .r. }~-)~·:;..,.._. ' )~ • ·j.;.f. ,, ~'" -,_, ,,., 1 11· I Ell::::111 '"'.)..!-<\·_;....'i)>-.~U-X·(f.1, ·. "' · ,,, 1-lll"'IIH f~ I--11-1 -IIH I-, ,_,,--• ,/. .,· ;.J,·'• ' ,_.· ~, ' 1 I -JJ-W-LJ-jjj-_J-111-1 I -I I-11-W IL,_','-'---1'-'-'1 ' -, ',.c!..11 I '-'-'-, , I'~ I I',. •' 11 I PIPE CONNECTION DETAIL -I STEP 2 DETAIL 6 FRAME & COVER AS SPECIFIED BY ENGINEER (SUPPLIED BY OTHERS) RISER / STAIR DETAIL MEETS: OPSS , 351.08.02 8~10 ASTM C-478.95c ASTM D4-101 .95b AASHTO M-199 ASTM 4A-15 110!"] r7" /t Lltlilllll STEP DETAIL Storm Trap· Pll1EMI!: U9ffll J.T, [HIYV/5fCll,IIW~ 1287 Wt-0,AM P~Y RO.ECMLI.£. IL 60446 P:815-941-4549 / F:331-318--5347 ENGINEER INFORMATION: HWL PLANNING & ENGINEERING 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 760-929-2288 PROJECT INFORMATION: MARJA ACRES CARLSBAD, CA CURRENT ISSUE DATE: 12/16/2021 ISSUED FOR: I PRELIMINARY REV DATE: ISSUED FOR: £ 12/16/2021 PRELIMINARY 1 11/2~./2021 PRELIMINARY SCALE: ,rs SHEET TITLE: DOUBLETRAP INSTALLATION SPECIFICATIONS SHEET NUMBER: 3.1 DWN BY: RJL RJL Storm Trap· P;t,JDIS IJSlEI) ..m [ll11V/S[allllllf'.~1EM] 1287 Wt-0-W,A PARKWAY 0Ct.£0/IU£. IL 00446 P:815--941--i549 / F:331-318-5347 ENGINEER INFORMATION: HWL PLANNING & ENGINEERING 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 760-929-2288 PROJECT INFORMATION: MARJA ACRES CARLSBAD, CA CURRENT ISSUE DATE: 12/16/2021 ISSUED FOR: I PRELIMINARY REV DATE: ISSUED FOR: £ 12/16/2021 PRELlhtlNARY 1 11/24/2021 PRELIMINARY SCALE: NTS SHEET TITLE: RECOMMENDED PIPE / ACCESS OPENING SPECIFICATIONS SHEET NUMBER: 5.0 DWN BY: RJL RJL ZONE CHART FILL DEPTH ZONES ZONE DESCRIPTIONS REfAARK3 ZONE ' FCUNDATION AGGREGATE #5 ·'.i") STONE AGGREGATE (SEE NOTE 4 FOR JESCRIPTION) 12" ZONE 2 EACKFILL UNIFICD SOILS CLASSIFICATION NOTE: TRACK WIDTH MAX VEHICLE WEIGHT (KIPS) 12" 51.8 18" 56.1 24" 68.1 30" 76.7 36" 8.5.0 MAX GROUND PRESSURE 1690 pst 1219 osf 1111 psi 1000 psi 924 psf STORMTRAP ZONE INSTALLATION SPECIFICATIONS/)'ROCEDURES Storm Trap· Pll,fflll!: U9ffll J.T, [1111P-✓,'!lttlllW'~ 1287\\l~P~Y RCl.£CMU£. IL 00446 P:815-941-4549 / F:331-318-5347 ENGINEER INFORMATION: GW. GP, SW. SP) OR SEC BELOW FOR APPRO\IEO BACKFILL OPTIONS TRACK LENGTH NOT TO EXCEED 15' -4", ONLY TWO TRACKS PEi< VEHICLE. 1. THE Fill PLACED AROUND THE STORMTRAP MODULES MUST DEPOSITED ON BOTH SIDES AT THE SAME TIME AND TO APPROXIMATELY THE SAME ELEVATION. AT NO TIME SHALL THE FILL BEHIND ONE SIDE WALL BE MORE THAN 2'-D" HIGHER THAN THE FILL ON THE OPPOSITE SIDE. BACKFILL SHALL EITHER BE COMPACTED AND/OR VIBRATED TO ENSURE THAT BACKFILL AGGREGATE/STONE MATERIAL IS WELL SEATED AHO PROPERLY INTER LOCKED, CARE SHALL BE TAKEN TO PREVENT AHY WEDGING ACTION AGAINST THE STRUCTURE, AND ALL SLOPES WITHIN THE AREA TO BE BACKFILLED MUST BE STEPPED OR SERRATED TO PREVENT WEDGING ACTION. CARE SHALL ALSO BE TAKEN AS NOT TO DISRUPT THE JOINT WRAP FROM THE JOINT DURING THE BACKFILL PROCESS. BACKFILL t,jUST BE FREE-DRAINING MATERIAL. SEE ZONE 2 BACKFILL CHART ON THIS HWL PLANNING & ENGINEERING 2888 LOKER AVENUE EAST ZONE 3 FINAL COVER ,JVERTOP t,i:ATE~IAL~ NOT TC EXCEED 120 PCF APPROVED ZONE 2 BACKFILL OPTIONS = = THE STONE AGGREGATE SHA_L CONSIST OF CLE.!.N AND FREE DRAININ'.:; ANGULAR MltTFRIAI. THF Sl7F '.'F THIS t,jATFRIAI SHAI I HAVF 100¾ PASSING THF 1" SIFVF j" STONE WITH 0% TO 5:Y. PASSING THE ,t!l SIE'✓L THIS MATERIAL SHALL BE SEPARA-ED FROIJ AGGREGATE NATIVE IM,TERIAL USING GEOFABRIC AROUND THE PERIMETER OF THE BACKFILL (ASH, SIZE #57) AS DETERMINED BY THE GEOTECHNICAL ENGINEER. lt,!PORTED PURE SAND IS PERMITTED TC BE USED AS Bti.CK·ILL If 11 IS CLEAN AND F~EE DRAINING. THE SA.ND usrn FDR 8,1.CKFILLING SHALL HAVE _ESS THAN 4D% SA~D Pf\SSINC: /110 SIEVE ,\ND LESS THflN 5% Pt,SS NG ;i!200 SIE\IE lHIS MATERlr.L SHt,LL BE SEFAR>.TED FROI-I N.~TIV~ MATERIAL USING GEOFABRIC AROUND T~E PERIMETER OF THE SAND BACKFILL. CLEAN, FREE GRAINING CRUSHED CONCRETE AGG'IEG~TE i,ATERIAL CAN BE USED AS CRUSHED 8.ACKflLL FOR S-ORltTRAP'S MODULES. T~E SIZE Of THIS fiATERIAL SHALL HAVE 100% CONCRETE PASSING THE 1" SIEVE WIT~ 0% TO 5% FASSING THE f8 S EVE. THIS MATERIAL SHALL BE AGGRE::;,HE SEPARATED FRO~I NATIVE MATERIAL USING GEOFA.BRIC AR0ll~O THE PERII-IETER CF THE B.ACKflLL STONE AGGREGATE 100¾ PASSl~G THE 1-1/2" SIEv'E WITH LESS THAN 12% PASSlf4G ROAD PACK THE ,f2·JO SIEVE (ASTM SIZE *46;), GEOFABRI:: ,\,S PER GEOTECHNICAL ENGl!SEER RECOMME,~DATION. GEOF AE RIC/ GEOT EXTI LE""'· AS REQUIRED PER APPROVED \ ZONE 2 B,\CKFILL OPTIONS. \ PAGE FOR APPROVED BACKFILL OPTIONS. If NATIVE EARTH IS SUSCEPTIBLE TO MIGRATION, CONFIRM WITH GEOTECHNICAL ENGINEER ANO PROVIDE PROTECTION AS REQUIRED (PROVIDED BY OTHERS). 2. DURING PLACEMENT OF MATERIAL OVERTOP THE SYSTEM, AT NO TIME SHAU. MACHINERY BE USED OVERTOP THAT EXCEEDS THE DESIGN LIMITATIONS OF THE SYSTEM. WHEN PLACEMENT OF MATERIAL OVERTOP. MATERIAL SHALL BE PLACED SUCH THAT THE DIRECTION OF PU.CEMENT IS PARALLEL WITH THE OVERALL LONGITUDINAL DIRECTION OF THE SYSTEM WHENEVER POSSIBLE. 3, THE Fill PLACED OVERTOP THE SYSTEM SHALL BE PLACED AT A MINIMUM OF 5• LIFTS, A.T NO TIME SHALL MACHINERY OR VEHICLES GREATER THAN THE DESIGN HS-2D LOADING CRITERIA TRAVEL OVERTOP THE SYSTEM WITHOUT THE MINIMUM DESIGN COVERAGE. IF TRAVEL lS NECESSARY OVERTOP THE SYSTEM PRIOR TO ACHIEVING THE MINIMUM DESIGN COVER, IT MAY BE NECESSARY TO REDUCE THE ULTIMATE LOAD/BURDEN OF THE OPERATING MACHINERY SO AS TO NOT EXCEED THE DESIGN CAPACITI OF THE SYSTEM. IN SOt.lE CASES, IN ORDER TO ACHIEVE REQUIRED COMPACTION, HAND COMPACTION t.lAY BE NECESSARY IN ORDER NOT TO EXCEED THE ALLOTTED DESIGN LOADING. SEE CHART FOR TRACKED VEHICLE WIDTH AND ALLOWABLE MAXIMUM PRESSURE PER TRACK. 4. STONE AGGREGATE FOUNDATION IN ZONE 1 IS RECOt.lMENDED FOR LEVELING PURPOSES ONLY (OPTIONAL). ______ FGEOFABRIC/GEOTEXTILE --- --------- --- - --AS REQUIR~D PER APPROVED - ------ -- ----- -- - - - --- ---- ---- ---- -- - - - - -ZONE 2 BACKFILL OPTIONS. SUITE 217 CARLSBAD, CA 760-929-2288 PROJECT INFORMATION: MARJA ACRES CARLSBAD, CA CURRENT ISSUE DATE: 12/16/2021 ISSUED FOR: I PRELIMINARY ~EV DATE: ISSUED FOR: OWN BY: \\---_------------------------== = = = = = = = = = ~= = ==== == = = = === == = = == = = = = = == = = = = = === = = =t STEPPrn OR SERRATED AND-APPLICABL~ OSHA REQUIREWENTS (SEE l~'STALLATION SPECIFICATIONS) NOTES: TYPE TYPE IV 1. OPENING LOCATIONS AND SHAPES MAY VARY. 2. SP -INDICATES A. MODULE WITH MODIFICATIONS. 3. P -INDICATES A MODULE WITH A PANEL ATTACHMENT. 4. POCKET WINDOW OPENINGS ARE OPTIONAL. below. Call before you dig. L HOWES I WEILER I LANDY PLANNING & ENGINEERING Tel. 760.929.2288 Fax. 760.929.2287 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 92010 BACKFILL DETAIL -~-----___ ---\11,--C_T TYPE II TYPE II END PANEL r_::·_,--___ --------~1 1 N ' ·,1;,, ; rJ' '0-,,_., l_ I ------C!:i %-------j l _ -----~ ::n::::~~:J TYPE IV END PANEL -----:-:.c .. -TYPE Ill £ 1Z/16/2021 PRELIMINARY 1 11/24/2021 PRELIMINARY SCALE: SHEET TITLE: DOUBLETRAP BACKFILL SPECIFICATIONS SHEET NUMBER: 4.0 RJL RJL Storm Trap· 1287 W~ PARKWAY R(l,£(MU£. IL 00446 P:815--941---649 / f:331-318-5.347 ENGINEER INFORMATION: HWL PLANNING & ENGINEERING 2888 LOKER AVENUE EAST SUITE 217 CARLSBAD, CA 760-929-2288 PROJECT INFORMATION: MARJA ACRES CARLSBAD, CA CURRENT ISSUE DATE: 12/16/2021 ISSUED FOR: I PRELIMINARY ~EV DATE: ISSUED FOR: £ 12/16/2021 PRELIMINARY 1 11/24/2021 PRELIMINARY SCALE: NTS SHEET TITLE: DOUBLETRAP MODULE TYPES SHEET NUMBER: 6.0 DWN BY: RJL RJL fsHrril CITY OF CARLSBAD ~ >---+-----,i-------------------+----+---1----1----.1 ~ ENGINEERING DEPARTMENT ~ :==::::'...'.:===========:'...'.::::=~ ROUGH GRADING PLANS FOR: DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL MARJA ACRES PUD 16-D9 SUP 16-02 HDP 16-02 CDP 16-33 GR2021-0006 APPROVED: E~E&iNG 0MttGER OWN BY: ~M~I __ CHKD BY: __ _ RVWO BY: SDP 2018-DDOl JASON S. GELDERT RCE 63912 EXPIRES 9 30 22 PROJECT NO. CT 16-07 DATE DRAWING NO. 529-9A DocuSign Envelope ID: 470614E5-43B1-49E9-B3F7-71E9545517E1