The URL can be used to link to this page

Home My WebLink AboutDWG 467-1B; CD 2019-0016; ST ELIZABETH SETON CATHOLIC CHURCH - NEW RECTORY; 01-14GE #266511/15/202212/31/202211/15/2022GRADING NOTES (IN ADD/710N 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 COND/710NAL APPROVAL, CITY STANDARDS OR OTHER ADD/710NAL 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 ENG/NEER-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 CERTIFICATE OF INSURANCE AS WELL AS ADD/710NAL INSURED ENDORSEMENT MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADD/710NAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRANCE OF LIABILITY. THE INSURANCE COMPANY WR/71NG THE POLICY MUST HAVE A RATING OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS VII OR BETTER AS ESTABLISHED BY "BESTS" KEY RATING GUIDE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DA TE OF THE IMPROVEMENT AGREEMENT. 7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPR/A TE SHEET OF THE PLANS AND THE TITLE SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 10. THE ORIGINAL ORA WING SHALL BE REVISED TO REFLECT AS-BU/LT COND/710NS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET. (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SO/LS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS. 13. A SOILS COMPACTION REPORT AND COMPLIANCE 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 STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FU7URE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND THE • EARTHWORK SPEC/FICA TIONS • ATTACHED TO THE PRELIMINARY SOILS /NVESTIGA TION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRECONSIBUCTION MEETING SHALL BE HELD PRIOR TO THE BEGINNING OF WORK AND SHAil BE ATTENDED BY All REPRESENTATl\lf'S RE5PONSJBIE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR WILL BE CONTACTED BY THE PROJECT INSPECTOR TO COORD/NA TE A DA TE AND TIME FOR THE PRECONSTRUCTION MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 15. ALL INSPECTION REDUESIS OTHER THAN FOR PRECONSIBUCTION MEETING IW.L BE MADE BY CAIi iNG THE ENGINFFRING 24 HOUR INSPECTION RED/JEST I /Nf AT /760) 4.JB J89T W5PECTION RED/JEST Ml/ST BE RECEIVED PRIOR TO 2-oo PM ON THE WORKING DAY BFfDRE THE IN5PECTION IS NEmm 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. 16. 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, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMtmNG 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 SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8 cALiFoRNIA ADMIN/s1RANV£ GODE, TH£ 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. 18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERM/TTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPAR7URE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION 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 OA Y, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A UST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 21. ALL OFF SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY INSPECTOR FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE DR ADJACENT S'fREETS AS A RESULT OF THE GRADING OPERATION. 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN. 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HA VE A MINIMUM ONE PERCENT SLOPE. 25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SWPPP AND/OR SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 26. 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 COND/710N. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. 27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE ,AMUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO. 467 1M, AND/OR DIRECTED BY THE CITY ENGINEER. 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND IRRIGATION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. 30. 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. 31. THE EXISTENCE AND LOCATION OF UTILITY STRUC7URES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUC7URES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTIL/71ES SHOWN ON THE PLANS AND ANY OTHER EXISTING FAC/L/71ES OR STRUC7URES NOT SHOWN. 32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE sumCIENTL y AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE AC7UAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED 33. 'ff:K.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&£ (800)411-7343 AT&T (800)892-0123 TIME WARNER CABLE (760)438-7741 COX COMMUNICATIONS (619)262-1122 CITY OF CARLSBAD(STREETS & STORM DRAIN) (760)434-2980 •c1TY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER) (760)438-2722 •sAN DIEGUITO 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 34. PERMIT COMPLIANCE REQUIREMENTS: A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND CONTROL THE WORK IN PROGRESS {15.16.120 A.BJ CARLSBAD MUNICIPAL CODE. B. 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 CODE: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND /RR/GA TION ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT). (2) AS-BUILT GRADING PLAN. (3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPAC/71ES, A STATEMENT AS TO THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF FIELD AND LABORATORY TESTS AND PLOTTED TEST POINTS THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. ( 4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. 35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. 36. IN ACCORDANCE WITH THE CITY STORM WATER STANDARDS, ALL STORM DRAIN INLETS CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT WASTEWATER DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE SATISFACTION OF THE CITY ENGINEER. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: SNIPES-DYE ASSOC/A TES ADDRESS: 8348 CENTER DRIVE, SUITE G CITY. STA TE: LA MESA, CA 7/ / l -_,,_I;,:-' /7/---...__ TELEPH/it2N · 19-697-9234 A BY.· V ' '/ • M~ TTH3/. KURTZ DATE: ______ _ R.C.E. NO.: 79546 REGISTRATION EXP/RATION DA TE: 09-30-24 SOILS ENGINEER'S CERTIFICATE I DAN L MATH , A REGISTERED (CIVIL/ GEOTECHNICAL) ENGINEER OF THE STA TE 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 BETWEEN THE DA TES OF , 20 ~= AND .=c-==---===.,---=:,::--,,, , 20_. TWO c"'o-=-p=c1E-=s=--=o:=F----:TH::=E----:S=o,LS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS. HAS BEEN SUBMITTED T02THE omcE OF THE CITY ~ESS/~ -~,~'-r. ~ e SIGNED: ~~ "1'_1fii g .;f No.2665 .,,. ! G.E./P.E. NO.: ____________ _ Ii EXP.12/31/22 "' DA TE: • " ..... IIJ <"o .,.., -I}: l,:c H~\ ~>-~/'t OF' C~\.f LICENSE EXP/RATION DA TE: 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 IS SUBJECT TO A STATE-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 CONSTRUCTION ORDER AND MUNICIPAL PERMIT, LA TEST VERSION. ~-~flt.~ FR. MICHAEL ROBINSON DATE SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY AN AERIAL PHOTOGRAMMERTY METHODS FROM INFORMATION GATHERED ON MARCH 10, 2008 BY SAN-LO AERIAL SURVEYS AND SUPPLEMENTAL FIELD SURVEY BY SNIPES-DYE ASSOC/A TES DA TED, OCTOBER 26, 2009. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 215-330-01 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N 342, E 1695 EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT FR. MICHAEL ROBINSON AT 760-438-3393. 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 FAG/LITA TE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. 3. FOR PROJECTS COVERED BY STA TE SWPPP /WDID, IN ACCORDANCE WITH THE CONSTRUCTION ORDER ISSUED BY THE CALIFORNIA REGIONAL WATER QUAUTY CONTROL BOARD, THE CONTRACTOR'S QUALIFIED SWPPP PRACTITIONER (QSP) SHALL UPDATE AND MAINTAIN THE WATER POLLUTION CONTROL (WPC) PLAN TO ADDRESS UPDATED SITE COND/710NS OF THE PROJECT. THE UPDATED WPC PLAN AND UPDATED SWPPP SHALL BE KEPT AT THE PROJECT SITE AND MADE AVAILABLE TO THE CITY INSPECTOR. ADD/710NAL CONSTRUCTION BMP'S BEYOND THE ORIGINAL APPROVED SWPPP SHALL BE PROVIDED TO ADDRESS SITE COND/710NS NOT ANTIC/PA TED. THE QSP SHALL REPORT BMP DEFICIENCIES TO THE CITY INSPECTOR. THE QSP SHALL OBTAIN APPROVAL FROM THE CONTRACTOR'S QUALIFIED SWPPP DEVELOPER AND THE CITY INSPECTOR REGARDING ANY SIGNIFICANT CHANGES TO BMP DEPLOYMENT. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADD/710NAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER AND/OR CITY INSPECTOR DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES Wli/CH 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 COND/710N. 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 AGGREGRATE. 11. SHOULD GERMINATION OF HYDROSEEDED 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 CAUFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIF/CATIONS 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 WliEN ANY OF THE FOLLOWING COND/710NS EXIST: a. NOT SCHEDULED FOR /MPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED Bi THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HA VE ANY SPECIAL COND/710N IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. B. HYDROSEEDED AREAS SHALL BE /RR/GA TED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: 1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. 2. AREAS SLOPED LESS THAN 6: 1 SHALL BE /RR/GA TED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEED/NG. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/GA TION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE THE PROPOSED SYSTEM. 3. /RR/GA TION SHALL MAINTAIN THE MOISTIJRE 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 YSSUM (CARPET OF SNOW) f. 1/2 lb. PER ACRE OF DIMORPHOLECA g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUC7URES. 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/CUL7URE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j. NON-PHYTO-TOX/C WEmNG 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 SUBSTI7UTED, ALL OR PART. FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15% SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE. D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: a. TRACK WALKING SLOPES STEEPER THAN 6: 1 b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE sumCIENTL Y FRIABLE. c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. 2. COND/710N/NG THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURFACE SOIL MO/S7URE TO PROVIDE A DAMP BUT NOT SA 7URA TED SEED BED. b. THE ADD/710N OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING COVERING SALINE SOILS TO PROVIDED VIABLE COND/710NS FOR GROWTH. E. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. VICINITY CITY OF OCEANS,__ ~ HIGHWAY, 78 \ OCEAN MAP £ it ~ r .J 17 NOT TO ~ ~SCALE w-....i-..,_-.-4 L\. -CITY OF ENCINITAS .._-INDEX OF SHEETS SHEET 1 ................... TITLE SHEET SHEET 2 ................... GENERAL NOTES SHEET SHEET 3 ................... DEMOLITION PLAN SHEET 4 ........ ........... GRADING PLAN SHEET 5, 6................ UTILITY PLAN SHEET 7-11 ............. DETAILS SHEET SHEET 12-14 ........... SWPPP TIER 2 PLAN LEGAL DESCRIPTION LOT 412 OF LA COSTA MEADOWS UNIT NO. 2, MAP NO. 6905. PROJECT ADDRESS 6628 SANTA /SABEL STREET. CARLSBAD, CA. 92009 APN: 215-330-01 DEVELOPER NAME: FR. MICHAEL ROBINSON ADDRESS: 6628 SANTA /SABEL ST. CARLSBAD, CA. 92009 PHONE NO.: 760-438-3393 REFERENCE DRAWINGS DWG. NO. 337.6A DWG. NO. 467-1A BENCH MARK THE BENCHMARK FOR THIS SURVEY IS R.O.S. 17271 PT. NO. 30, WELL MONUMENT STAMPED "CLSB-030 RCE 9416" AT THE INTERSECTION OF UNICORNIO SlREET AND CACAlUA SlREET, 20 FT. WESTERLY OF THE EASTERLY CURB OF UNICORNIO SlREET, 10 FT. SOUTHERLY OF SEWER MANHOLE AND 52.5 FT. NORTHEASTERLY OF A SlREET LIGHT. ELEVATION = 517.68 EARTHWORK QUANTITIES CUT: 102 CY FILL: 33 CY EXPORT: 69 CY REMEDIAL: 250 CY TOTAL LOT AREA = 5.04 ACRES TOTAL DISTIJRBED AREA = 0.17 ACRE DA lUM: NGVD29 (THIS AREA INCLUDES BUT IS NOT LIMITED TO OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS AND TEMPORARY D/S7URBANCE SUCH AS VEHICLE AND EQUIPMENT STAGING AREAS, CONSTRUCTION WORKER FOOT TRAFFIC, SOIL/GRA \/EL PILES, UTILITY TRENCHES, BACKFILL CUTS AND SLOPE KEYWAYS) TOTAL REPLACED IMPERVIOUS AREA = 0.06 ACRE TOTAL PROPOSED IMPERVIOUS AREA = 0.13 ACRE TRAFFIC NOTE: TRAFFIC GENERATION: 10 ADT/SINGLE FAMILY HOUSE X 1 HOUSE= 10 ADT LEUCADIA WASTEWATER DISTRICT PUBLIC SEWER SYSTEM APPROVAL APPROVED BY: LWD DISTRICT ENGINEER ~ DEXTER S. WILSON, PE C33692 RCE 11/11/2022 DATE 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 3. THIS SET OF PLANS 4. RESOLUTION NO. 6520 DA TED 12117108 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) 6. SOILS REPORT AND RECOMMENDATIONS BY CONSTRUCTION TESTING & ENGl~EERING, INC., TITLED/CAL "SAINT ELIZABETH SETON CA THOL/C CHURCH", DA TED MAY 25, 2006 AND UPDATED GEOTECHN LETTER" DA TED DECEMBER 22, 2020. 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT COND/710NS DATED .,,, 9. ENVIRONMENTAL APPROVAL DOCUMENTS DA TED -----"N'l'/-"A ___ _ 10. STORM WATER POLLUTION PREVENTION PLAN, TIER 2 EXHIBITS, (SHEETS 12 -14 OF THIS SET OF PLANS) PREPARED BY SNIPES-DYE ASSOC/A TES. WDID NO. ., /A 11. STORM WATER QUAUTY MANAGEMENT PLAN BY f:ia DATE f:ia 12. CALIFORNIA STORM WATER QUAUTY ASSOCIATION BMP CONSTRUCTION HANDBOOK AND CALTRANS CONSTRUCTION SITE BMP MANUAL. LEGEND IMPROVEMENT RIGHT-OF-WAY ___________ _ EXISTING CONTOUR EXISTING ELEVATION EXISTING A.C. PAVEMENT EXISTING CONCRETE PAVEMENT EXISTING RETAINING WAL'~---------EXISTING ELECTRICAL MARKOUT EXISTING GAS LINE __________ _ EXISTING STORM DRAIN LINE EXISTING SEWER LINE _________ _ EXISTING WATER LINE PROPOSED SEWER LINE PROPOSED WATER LINE PROPOSED STORM DRAIN LINE -------PROPOSED CATCH BASIN PROPOSED SEWER CLEANOUT PROPOSED CONCRETE PAVEMENT PROPOSED AC PAVEMENT PROPOSED DECOMPOSED GRANITE _____ _ PROPOSED LANDSCAPE AREA _______ _ PROPOSED PERMEABLE CONCRE=,c._ _____ _ PROPOSED DECORATIVE ROCK PROPOSED RETAINING WAL.'~--------PROPOSED AREA DRAIN PROPOSED ATRIUM DRAIN PROPOSED BUILDING _________ _ PROPOSED DETECTOR CHECK ASSEMBLY PER VWO W-13(MODIFIED)-----PROPOSED VINYL CHAINLIK FENC•~------PROPOSED VINYL CHAINLIK GATE VALLECITOS WATER DISTRICT SYMBOL ---------275---X 275.27 ---E G --SD --s w s w SD ~ 0 I · • 4 ~./ I . ' ,, ' •' .. • " • • r;,~/ZZ:J I "' "' "' "'I * * * * . ~ Ii YA)( I/'. V-:i( t' , ',c :,·~, \,· 7. Vl ----------0--1\ APPROVAL OF THESE IMPROVEMENT PLANS DOES NOT COMMIT DISTRICT TO SUPPL YING WATER OR WASTEWATER SERVICES TO THIS PROJECT OR GUARANTEE THAT WATER WILL BE AVAILABLE BY:~--:Z: lf/'-1/-Zl.. E DATt JAS P. BARD, P .. DISTRICT ENGINEER EXP 6/30/2024 RCE NO. 60317 . APPROVAL VALID FOR EIGHTEEN (1B) MONTHS FROM DATE SIGNED CAUTION: "AS BUIL T11 QUANTITY 45 LF 60 LF 220 LF 1 EA 1 EA 1,B27 SF 675 SF 1,142 SF 1,854 SF 66 SF 98 SF 500 SF 1 EA 9 EA 2,340 SF 1 EA 54 LF 1 EA DEXTER WILSON ENGINEERING INC. FIRM 6/30/2024 EXP. DATE LOCATION OF EXISTING UTILITIES ON THIS PLAN ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. 11-ofESS10 ~ 'I'_,. RCE __ _ EXP, ___ _ DATE ENGINEER OF WORK -.?#~"""-< IC • D, •~ -,._ /f ~ I". ~ ~ :::1tn1pel!ii-'gs;;;;; a••oc1aLe• ;::-"I; •. REVIEVED BY, ci11il engineerti and land 111urveyaT11 ~ ~ , z 8348 CENTER DRIVE, STE. G, LA MESA, CA 91942 ~ No. 79546 ~ INSPECTOR DATE TELEPH~19) 697-9234 /'j-~19) 460-2033 °', ~-C~~~ .,,.:' ~ MATTH;?~. ~R~ ~~C.E. 79546 ~~r~ o; C~\.,,o0c~' LL] crrNriNE~!NG ~b~~~JlAD LJU EXPIRE'(_ 0~-24 GRADING PLANS FOR: ~-~--.----=::...._--------,-----,---,-------,-4 ST. ELIZABETH SETON CATHOLIC CHURCH -NEW RECTORY GR2021-0008 TITLE SHEET APPROVED:JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXP. 9/30/24 DATE 1---+---l-~---------------+---t----+----t-------i ~============,:;-;::=======~=====;-;:-~~==-==-==-~~~~ ;j\ DWN BY: AA PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL E"E RVWD BY: cc CD 2019-0016 467-1B OTHER APPROVAL CITY APPROVAL CHKD BY: EME DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION VWO WO 258283 DocuSign Envelope ID: 5A238B7C-D08E-497F-A69F-6D416BA11D2E1/26/2023 civil engineers and land surveyors Snipes-Dye associates ’’ ”“” “” ¾” ” ” ” ” VALLECITOS WATER DISTRICT PRESSURE ZONE: 686 PUMP ZONE:N/A HGL VWD AS-BUILT BY: MATTHEW P. KURTZ R.C.E. NO. 79546 DATE VALLECITOS WATER DISTRICT GENERAL NOTES 1. ALL WAlER AND SEWER LINES SHALL BE INSTALLED ACCORDING TO THE CURRENT STANDARD SPECIFICATIONS DRAWINGS AND APPROVED MAlERIAL LIST OF THE VALLECITOS WAlER DISTRICT FOR THE CONSTRUCTION OF WAlER AND SEWER FACILITIES. 2. WAlER LINES SHALL HAVE A MINIMUM COVER OF 42 INCHES. SEWER LINES SHALL HAVE A MINIMUM COVER OF 5 FEET. 3. CONTRACTOR SHALL NOTIFY THE FOLLOWING AGENCIES 4B HOURS PRIOR TO CONSTRUCTION. A VALID UNDERGROUND SERVICE ALERT TICKET SHALL BE ON FILE. VALLECITOS WAlER DISTRICT ................................................................................................... 1-760-744-0460 COX COMMUNICATION ...........•.............•.............•.............•.............•.............•.............•........ 1-B00-227-2600 S.D.G. & E ....................................................................................................................... 1-B00-227-2600 AT&T ................................................................................................................................ 1-B00-227-2600 UNDERGROUND SERVICE ALERT ................................................................................................................. B11 4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL SUBSTRUCTURES, WHETHER SHOWN ON THE PLANS OR NOT, AND PROlECT THEM FROM DAMAGE. THE ACTUAL LOCATION AND DEPTH OF ALL EXISTING WA lER AND SEWER LINES IS TO BE VERIFIED BY THE CONTRACTOR AND ANY DISCREPANCY IS TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF WORK FOR CORRECTION AND THEN SUBMITTED TO THE DISTRICT FOR APPROVAL. 5. NEITHER THE ENGINEER, OWNER NOR THE VALLECITOS WA lER DISTRICT SHALL BE RESPONSIBLE FOR THE ENFORCEMENT OF SAFETY STANDARDS. 6. A PRECONSTRUCTION CONFERENCE MEETING WITH VALLECITOS WAlER DISTRICT PERSONNEL SHALL BE HELD A MINIMUM OF THREE (3) WORKING DAYS PRIOR TO CONSTRUCTION. 7. A SIGNED SET OF IMPROVEMENT PLANS DOES NOT IMPLY THAT CONSTRUCTION MAY BEGIN. THE CONTRACTOR MUST CONTACT THE VALLECITOS WAlER DISTRICT ENGINEERING DEPARTIMENT. B. ANY PROPOSED CHANGES IN THE APPROVED IMPROVEMENT PLANS MUST BE REVIEWED AND APPROVED BY THE DISTRICT PRIOR TO THE INSTALLATION OF SUCH CHANGES AND THE CHANGES SHALL BE SHOWN ON THE IMPROVEMENT PLANS. 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO MAINTAIN AT ALL TIMES ON THE JOB Sil£, AN "AS-BUILT" RECORD OF ALL WAlER AND SEWER MAINS AND APPURlENANCES INSTALLED UNDER HIS CONTRACT AND PROVIDE SAID RECORD TO THE ENGINEER AT THE COMPLETION OF THE CONTRACT. THE ENGINEER SHALL PROVIDE lWO (2) RED-LINED SETS OF "AS-BUILTS" TO THE DISTRICT PRIOR TO THE WAlER AND SEWER SYSlEM BEING PLACED INTO SERVICE, AND A FINAL "AS-BUILT" MYLAR AS A CONDITION OF ACCEPTANCE OF THE WAlER AND SEWER SYSlEM. 10. ALL CONTRACTORS WORKING IN THE PUBLIC RIGHTS-OF-WAY SHALL OBTAIN A SEPARAlE ENCROACHMENT PERMIT OR EXCAVATION PERMIT FROM THE APPROPRIA1£ AGENCY. INSPECTION OF ALL WORK IS REQUIRED. FORTY-EIGHT (4B) HOURS ADVANCE NOTICE IS REQUIRED FOR INSPECTION. (NO WORK SHALL BE PERFORMED IN THE PUBLIC RIGHT-OF-WAY OR DISTRICT EASEMENTS OR ON DISTRICT FACILITIES ON SATURDAYS, SUNDAYS OR LEGAL HOLIDAYS OBSERVED BY THE DISTRICT AND/OR THE CITY WITHOUT THE EXPRESS PERMISSION OF THE DISTRICT. 11. CONTRACTOR SHALL POTHOLE (EXCAVA 1£ AND EXPOSE) ALL UTILITIES ALONG CONSTRUCTION EXCAVATION CORRIDOR AS SHOWN ON PLANS OR IDENTIFIED BY USA MARK-OUT. THE POTHOLE INFORMATION (UTILITY SIZE, TYPE, LOCATION, ELEVATION, GRADE AND ALIGNMENT) SHALL BE SUBMITTED TO VALLECITOS WAlER DISTRICT PRIOR TO CONSTRUCTION. IN ADDITION, POlENTIAL CONFLICTS WITH EXISTING UTILITIES, AS IDENTIFIED BY CONTRACTOR, SHALL BE SUBMITTED PRIOR TO CONSTRUCTION. CONSEQUENCES OF CONTRACTORS FAILURE TO POTHOLE AND PROVIDE INFORMATION TO DISTRICT SHALL BE THE CONTRACTORS FULL RESPONSIBILITY AND LIABILITY. 12. A BLASTING PLAN SHALL BE SUBMITTED FOR DISTRICT APPROVAL PRIOR TO THE USE OF EXPLOSIVES NEAR DISTRICT FACILITIES. 13. STREETS AND EASEMENTS SHALL BE CONSTRUClED TO COMPAClED SUB GRADE PRIOR TO INSTALLATION OF THE PUBLIC WAlER OR SEWER SYSlEM UNLESS APPROVED BY DISTRICT ENGINEER. ANY EXISTING WA lER AND SEWER FACILITIES MUST REMAIN ACCESSIBLE AND AT GRADE AT ALL TIMES. 14. ALL WAlER LINES SHALL BE PVC, C900 DR14, OR AS NOlED. ALL FITTINGS ARE TO BE PUSH ON, UNLESS OTHERWISE SHOWN AND APPROVED BY THE DISTRICT ENGINEER. NO DEFLECTION WILL BE ALLOWED FOR PVC PIPE. THE USE OF HIGH DEFLECTION COUPLINGS IS ALLOWED. ALL SEWER LINES SHALL BE BELL AND SPIGOT SDR35 PVC GREEN PIPE, OR AS NOlED. LAlERALS MAY BE WHl1£ OR GREEN. 15. A 10 GAUGE INSULAlED TRACER WIRE (BLUE) WITH WARNING TAPE SHALL BE INSTALLED IN A CONTINUOUS RUN ALONG PVC WAlER MAINS TO AND FROM SNAKE PIT CD-14 TRACER BOXES LOCAlED IN FIRE HYDRANT PADS. NO SPLICES UNLESS APPROVED BY VALLECITOS WAlER DISTRICT (VWD). 16. THE CONTRACTOR SHALL lEST HIS LINES AGAINST HIS OWN BLOCKING AND NOT AGAINST DISTRICT VALVES. 17. UPON CONNECTION OF THE NEW WAlER SYSlEM TO THE EXISTING SYSlEM, ALL VALVES ON THE EXISTING AND NEW SYSlEM SHALL BE OPERA lED ONLY BY DISTRICT PERSONNEL. THE DEVELOPER OR CONTRACTOR SHALL NOTIFY DISTRICT INSPECTOR IN WRITING A MINIMUM OF 6 WORKING DAYS PRIOR TO A PLANNED SHUTDOWN. ALL SHUTDOWNS REQUIRE STA1£ CERTIFIED BAClERIA lEST. 18. UNLESS OTHERWISE SHOWN, SEWER LAlERALS AND WAlER SERVICES SHALL BE RUN PERPENDICULAR TO THE MAIN. 19. THE MINIMUM SIZE FOR WAlER SERVICES SHALL BE ONE-INCH (1 ). ALL WAlER SERVICES SHALL BE MARKED WITH A W ON THE CURB AND SHALL BE SHOWN ON THE AS-BUILT DRAWINGS. 20. ALL INSTALLATIONS WITH STATIC PRESSURE GREAlER THAN 175 PSI FOR & 1 MElERS OR 200 PSI FOR 1 ½ & 2 MElERS WILL REQUIRE A PRESSURE REGULATING VALVE TO BE INSTALLED BEFORE THE WAlER MElER. 1 HIGH PRESSURE WAlER SERVICES WILL REQUIRE A §68 MElER BOX. AN ADDITIONAL PRESSURE REGULATING VALVE MAY BE INSTALLED AFlER THE MElER AS DEEMED NECESSARY BY THE OWNER/DEVELOPER TO PROlECT ON-Sil£ FIXTURES. 21. ALL MAlERIALS SHALL BE UTILIZED ONLY WITHIN THE PRESSURE RATING OF THE DEVICE. 22. SEWER MAINS SHALL BE CONSTRUClED WITH A CONSISlENT GRADE BETWEEN MANHOLES. THE USE OF HORIZONTAL OR VERTICAL CURVES SHALL NOT BE ALLOWED. 23. ALL SEWER LAlERALS SHALL BE CONSTRUClED TO A MINIMUM FIVE-FOOT (5') DEPTH (TO TOP OF PIPE) AT PROPERTY LINE AND SHALL BE CLEAR OF DRIVEWAYS. ALL LAlERALS SHALL BE CLEARLY MARKED WITH AN "s" ON THE CURB AND SHALL BE SHOWN ON THE "AS-BUILT" DRAWINGS. SEWER SERVICE LAlERALS ARE TO BE INSTALLED PERPENDICULAR TO THE MAIN WITH NO BENDS. 24. ALL ABANDONED SEWER LAlERALS SHALL BE CAPPED AT THE MAIN. ALL ABANDONED WAlER SERVICES SHALL BE PLUGGED OFF AT THE MAIN, AND THE CONNECTION SEVERED. BAILS AND SERVICE SADDLES OTHER THAN BRASS SHALL BE REPLACED PRIOR TO ABANDONMENT. RELOCA1£ EXISTING SERVICES AS DIREClED BY THE DISTRICT ENGINEER. WAlER MAIN STUBS WHICH ARE NOT USED SHALL BE ABANDONED AT THE MAIN BY REMOVING VALVE AND INSTALLING BLIND FLANGE AT lEE. SHUTDOWN OF WAlER MAINS MAY BE REQUIRED DURING ABANDONMENT. ABANDONING EXISTING WAlER OR SEWER MAINS SHALL CONSIST OF REMOVAL OR SLURRY FILL AS APPROVED BY DISTRICT. 25. DEVELOPER OR CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ACP PIPE WHICH SHALL BE PERFORMED BY A CONTRACTOR REGISlERED BY CAL/OSHA AND CERTIFIED BY THE STAlE CONTRACTORS LICENSING BOARD FOR ASBESTOS REMOVAL. 26. WAlER SERVICES WHICH ARE DAMAGED DURING CONSTRUCTION SHALL BE REPLACED IN FULL WITH A COPPER SERVICE PER DISTRICT SPECIFICATIONS AS DIREClED BY THE DISTRICT. SEWER LAlERALS OR WYES DAMAGED OR MODIFIED DURING CONSTRUCTION SHALL BE REPLACED IN FULL, AS DIREClED BY THE DISTRICT. 27. RELOCATION OR EXlENSION OF AN EXISTING WAlER MElER SHALL MEAN INSTALLATION OF THE MElER AT A LOCATION IN CONFORMANCE WITH DISTRICT SPECIFICATIONS AS DIREClED BY THE DISTRICT AND PERPENDICULAR TO THE MAINLINE CONNECTION, UNLESS OTHERWISE NOlED. SERVICE LA lERALS OTHER THAN COPPER SHALL BE REPLACED TO THE MAIN. BAILS AND SERVICE SADDLES OTHER THAN BRASS SHALL ALSO BE REPLACED. SHUTDOWN OF MAIN MAY BE REQUIRED. 2B. PRIOR TO ACCEPTANCE OF ANY SEWER LINE BY THE DISTRICT, ALL MAINS SHALL BE AIR 1£Sl£D, FLUSHED CLEAN USING A VACTOR TRUCK, AND SHALL PASS A 5% MANDREL THROUGH THE PIPE. A VIDEO CAMERA INSPECTION OF THE SEWER MAIN SHALL BE CONDUClED BY PRIVAlE CONTRACTOR. 29. THE DISTRICT WILL NOT SUPPLY WA lER SERVICE, EXCEPT FOR FIRE PROlECTION, TO ANY PROJECT UNTIL ALL PROVISIONS OF THE DISTRICT STANDARDS AND IMPROVEMENT PLANS HAVE BEEN MET, AND FINAL ACCEPTANCE OF THE PROJECT HAS BEEN GRANlED BY THE DISTRICT BOARD OF DIRECTORS. 30. ALL VWD EASEMENTS ARE EXCLUSIVE FOR VWD WAlER AND SEWER FACILITIES ONLY. NO OTHER UTILITIES ARE ALLOWED WITHIN VWD EASEMENTS. CROSSING MAY BE ALLOWED PROVIDED THERE IS A MINIMUM OF 12-INCHES VERTICAL SEPARATION. CROSSINGS MUST BE PRE-APPROVED BY VWD AND PROCESSED THROUGH THE ENGINEERING DEPARTIMENT WITH THE RECORDATION OF AN ENCROACHMENT AGREEMENT. THE VWD EASEMENT AND ENCROACHMENT AGREEMENT RECORDED DOCUMENT NUMBERS MUST BE NOlED ON PLANS. 31. THE INlERIOR OF MANHOLES GREAlER THAN 4B-INCH IN DIAMElER SHALL BE COAlED WITH A POLYURETHANE LINING SYSlEM. 32. ALL FIRE HYDRANT TOPS SHALL BE PAINlED IN ACCORDANCE WITH NFPA 291, AS DIREClED BY THE LOCAL FIRE PROlECTION AGENCY. -EiD- 1 SANT A ISABEL STREET ol r-, lh · 1r7ri 1 R 11 /t/ :1 rt KEY MAP SCALE• r • 100' ABANDONMENT NOTES PART/ALLY COMPLE7E:O PROJECTS SEEKING TO INDEFINITELY STOP WORK AND CLOSE THE GRADING PERMIT MUST IMPLEMENT APPROPRIATE ACCESS RESTRICTION AND EROSION AND SEDIMENT CONTROL MEASURES TO THE SATISFACTION OF THE CITY, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: 1) PERMANENTLY STABILIZE ALL SLOPES (>5%) -70% COVER WITH WELL-ESTABLISHED, SUSTAINABLE, NON-WEED VEGETATION (SEE CITY LANDSCAPE MANUAL FOR GUIDELINES) IS CONSIDERED ADEQUATE. 2) PERMANENTLY STABILIZE FLAT AREAS (~5%) -70% COVER WITH WELL-ESTABLISHED, SUSTAINABLE, NON-WEED VEGETATION (SEE CITY LANDSCAPE MANUAL FOR GUIDELINES) OR 2 INCHES (MINIMUM) OF PERMEABLE COVER (E.G., GRAVEL) IS CONSIDERED ADEQUATE. J) RESTRICT ACCESS TO SITE -COORDINATE WITH CITY STAFF TO DETERMINE APPROPRIATE FENCING TYPE. 4) SIGNAGE ALONG FRONTAGE ROAD(S) POSTING THAT DUMPING, LITTERING, AND TRESPASS/NG ARE PROHIBITED. 5) TRESPASS ENFORCEMENT AUTHORIZATION LETTER MUST BE SENT FROM THE OWNER TO THE CITY OF CARLSBAD POLICE DEPARTMENT. 6) NOTARIZE AND RECORD AGAINST THE PROPERTY AN AGREEMENT STATING THAT OWNER IS RESPONSIBLE FOR MAINTAINING FENCING AND S/GNAGE, ADHERING TO THE FIRE PREVENTION ORD/NATION, KEEPING THE SITE FREE FROM LITTER ACCUMULATION AND VEGETATION GROWTH, AND REMOVING ANY ILLEGALLY DUMPED MATERIALS AT THE SITE UNTIL THE PROPERTY IS DEVELOPED IN THE FUTURE. ENGINEER OF WORK 8348 CENTER DRIVE, STE. G, LA MESA, CA 91942 TELEPHONE 'I :-Crr-'F-60-2033 -z C "1 w "' "' "' • • "' """=="" , ... "'r. 0~ < OF c~l.1~ 11 AS BUILT" RCE ___ EXP, ___ _ REVIEVED BY, INSPECTOR ~ CITY OF CARLSBAD L__g_j ENGINEERING DEPARTMENT DATE DATE ~ L_J1__J ~--~-~-------...::......::._ ______ ~-~~-~--~---I GRADING PLANS FOR: 1 DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ST. ELIZABETH SETON CA THOL/C CHURCH -NEW RECTORY GR2021-0008 NOTES SHEET ENGINEERING MANAGER DWN BY: -+A;,;A~_ RVWD BY:_-a,E,-,f.1-s,.E _ CHKD BY: E:r,IE APPROVED: JASON S. GELDERT RCE 63912 EXP, 9/30/24 DATE PROJECT NO. CD 2019-0016 DRAWING NO. 467-18 VWO WO 258283 DocuSign Envelope ID: 5A238B7C-D08E-497F-A69F-6D416BA11D2E 1/26/2023 G G GGGcivil engineers and land surveyors Snipes-Dye associates • 4 • • / 4 . . . / / EXISTING CONFERENCE BUILDING (504.0) FF • 4 • . . • • • . B • 4 • 4 . . . --~ . • • • • • 4 • • • • : • • A • • 4 • ~ 4 : 4 p:::;.._._-. s ---------------s ~~:i:~~~~;~:~~~~~ \~s---------------------~------------~ ' • I .,. • • • • ti. .·.,, . ------------~ <'.I ... "v ... _.,_ • ' j • 4 • .. .. . .. . . • • • 4 • 4 • • • • 4 • • • • 4 , 4 • 4 • • • • 4 . . . • • • 4 . . .. "·-.. • 4 ..... . .. • • • 4 • .. ·"' ... • . EXISTING · • KIOSK • /'----tK 4 4 • 4 • • . 4 . . OXIMATE ITS OF WOl<K .. " 4 . . ' ' . ' • • • 4 • EXISTING PARKING • • • • • 4. .. • • . 4 • • . ' 4 </. <'.I • • • • • • 4 . 4 • . . • ' 4 ' • • • . • • .. 4 4 . . • , ~ 1/////j R'>666l KEYNOTE LEGEND ~ SAWCUT. [ID EXISTING CONCRETE SIDEWALK TO REMAIN. PROTECT IN PLACE. [9 EXISTING AC. PAVEMENT TO REMAIN. PROTECT IN PLACE. [Q] EXISTING LANDSCAPE TO REMAIN. PROTECT IN PLACE. [fil NOT USED . (E] EXISTING RETAINING WALL TO REMAIN. PROTECT IN PLACE. ~ EXISTING STORM DRAIN LINE TO REMAIN. PROTECT IN PLACE. [8J EXISTING STORM DRAIN STl<UCTLRE TO REMAIN. PROTECT IN PLACE . II] EXISTING SEWER LINE TO REMAIN. PROTECT IN PLACE. QJ EXISTING SEWER STRUCTLl<E TO REMAIN. PROTECT IN PLACE. 1K] EXISTING WATER SERVICE TO REMAIN. PROTECT IN PLACE. IT] EXISTING STi<EE I LIGHT TO REMAIN. PROTECT IN PLACE. [Ml EXISTING ELECTRICAL CONDUIT TO REMAIN. PROTECT IN PLACE. (Rl EXISTING SDGeE TRANSFORMER TO REMAIN. PROTECT IN PLACE. CONTRACTOR TO VERIFY LOCATION AND PROVIDE REQUIRED a.EARING DISTANCES TO RETAINING WALLS AND BUILDING PER SDG€E REQUIREMENTS . (Q] EXISTING COI\Nvt.NICA TIONS LINE TO REMAIN. PROTECT IN PLACE. (fl EXISTING COLLM\J TO REMAIN. PROTECT IN PLACE. @] EXISTING UTILITY VAULT TO REMAIN. PROTECT IN PLACE. IR] CONTRACTOR SHALL REMOVE EXISTING 3" WATER SERVICE AND PROVIDE TEMPORARY ABOVE GROUND SUPPLY LINE (1-llGl-lLINEl DURING Tl-lE CONSTRUCTION OF Tl-lE MASOI\RY RETAINING WALL WATER LINE Sl-lALL REMAIN IN SERVICE AT ALL TIMES. APPROXIMATE LIMITS OF GRADING. CD EX. CONCRETE SIDEWALK TO EE REMOVED. @EX.AC. PAVEMENT TO BE REMOVED. @ EX. LANDSCAPING TO BE REMOVED. @ EX. PLANTER TO EE REMOVED. @ EX. CONCRETE PAD TO EE REMOVED • @ EX. Sl-lED TO EE REMOVED. CD Ex. cuRB e GUTTER TO EE REMOVED . @ EX. ELECTRICAL CONDUITS TO EE RELOCATED BY SDGl;E. @)EX.STAIRS TO EE REMOVED. @EX. AC. PAVEMENT TO BE GRIND I; OVERLAY. SEE 51-lEET 4 FOR ADDITIONAL INFORMATION. @ EX. STREET LIGHT TO BE RELOCATED. SEE 51-lEET 4 FOR ADDITIONAL INFORMATION . NOlES= I. EXISTING UTILITIES ON Tl-llS PLAN ARE APPROXIMATE AND Sl-lALL BE FIELD VERIFIED BY CONTRACTOR PRIOR TO ANY DEMOLITION WORK. CONTRACTOR TO NOTIFY ENGINEER OF ANY DISCREPANCIES. 2. ALL ONSITE WATER AND SEWER UTILITIES ARE PRIVATE, NO PUBLIC WATER UTILITIES EXIST OR ARE PROPOSED ONSITE. N -6D- ~ 5 o ~ ro ~ 1-~,----1 __ 1---<1 SCALE> 1"•10" 11 AS BUILT'' RCE __ _ EXP, ___ _ DATE ENGINEER OF WORK REVIEVED BY, 8348 CENTER DRIVE. STE. G. LA MESA, CA 91942 TELEPHONE 'I :,_:;'7'-'j':. 60-2033 " w "' • z "" "" "' • INSPECTOR DATE w CIJNlNE~!NG ~b~~~]AD w "' """=-, ... "'r. 0~ < OF c~l.1~ 9546 ~-~--~------..:,,.....::.. ______ ~-~--~-~---I GRADING PLANS FOR: 1 DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ST. ELIZABETH SETON CA THOL/C CHURCH -NEW RECTORY GR2021-0008 DEMOLITION PLAN ENGINEERING MANAGER DWN BY: AA RVWD BY: Ef.'JE CHKD BY: EHE APPROVED: JASON S. GELDERT RCE 63912 EXP. 9/30/24 DATE PROJECT NO. CD 2019-0016 DRAWING NO. 467-1B VWO WO 258283 DocuSign Envelope ID: 5A238B7C-D08E-497F-A69F-6D416BA11D2E 1/26/2023 N89°31'00"W 356.66'EE EE EEEEEEEEEG G GGcivil engineers and land surveyors Snipes-Dyeassociates \ \ \ \ \ \ 6' SDGl:E EASEtvENT PER-,,.-.,,_, DOC. NO. 79-086037 5. ST I \ "Oc9~); . ~~~~· ~*· 50 .3~FL 5.06fl ?4, 83TC 36FL L I I I S~~5 ~6/506.69 TC --~uS~<5 6.19 FS> (506.IBIE/Fll UD IET MATCl-l ./" (506.00 P (505.5 • • --,B . . 4 A • 17P(5=06=•::,:16:..:....,:~y'\ • 4 505.02 EXISTING CONFERENCE BUILDING (504.0) FF N -EiD- 10 5 o 10 ro ~ ~I ~~--1 __ 1------<1 SCAUE• 1"•10' NOTE• ANY TREES OR ENCROACl-l'v1ENTS WITl-llN Tl-lE PROPOSED 16' SDGEE ACCESS ROAD Sl-lAUL BE TRIIINl,B) SO Tl-lAT A MINIMU'vl CLEARANCE OF 13'-6" IS KEPT AT ALL TIMES. □ 501. ' O i 6 PPl<OXIMATE ' ~~B • IMITS OF WORK q~ . · • '-... '-... ~,~. ' . 14.85 OOTW 6 o 8.60 FG 7.50 TF ·3.5 - 18509. r-==~ PROPOSED RECTORY 510.17 FF AT GARAGE 510.0FG BUILDING FFE=510.50 PAD=510.08 / PROPOSED HVAC UNIT DESIGN BUILD BY CONTRACTOR PROPERTY LINE X 500. / . 509.76 F$ 4 . <J 4 .. 509.71 FS 507. 72 X X 503.13 ••. 502.33 ----- 5 • • EXISTING· KIOSK 6 514.00 TW 510.00 FG 509.00 TF 1-l • 5' 08.11 08.5 7 TC 508.1 508.5 5 TC 508.1 - • 509. 509. s -- ~G 't;x.<o R)· (::)~ <-:iC) R) · 1 TC <-:iC) 3 ~~~ 0)> (::)'0 ~ s . "") '0 <<.9 ?; ~· ~ 507. 6 • • • 4 • • 4 .. .. . • • • • • . 4 • . ' • • • '4 • . • • 4 512.92 TC 512.43 X 5 ~: · 52 ' . • 518.- f-- [XJ W Nm ,--'. ci I :· • l I I ~ --- 1·····••oo••1 ............ . . . . . . . . . . . ~ [ID [QJ @] [[] [E] [@] [8J [I] Q] [gJ [] [Ml ffil [QJ [fl [gJ [gJ KEYNOTE LEGEND SAWCUT . EXISTING CONCRETE SIDEWALK TO REMAIN. PROTECT IN PLACE . EXISTING A.C. PAVEI\/ENT TO REMAIN. PROTECT IN PLACE. EXISTING LANDSCAPE TO REMAIN. PROTECT IN PLACE . NOT USED . EXISTING RETAINING WAUL TO REMAIN. PROTECT IN PLACE. EXISTING STORM DRAIN LINE TO REMAIN. PROTECT IN PLACE. EXISTING STORM DRAIN STRUCTURE TO REMAIN. PROTECT IN PLACE. EXISTING SEWER LINE TO REMAIN. PROTECT IN PLACE. EXISTING SEWER STRUCTURE TO REMAIN. PROTECT IN PLACE. EXISTING WATER SERVICE TO REMAIN. PROTECT IN PLACE. EXISTING STREET LIGl-lT TO REMAIN. PROTECT IN PLACE . EXISTING EUECTRICAL CONDUIT TO REMAIN. PROTECT IN PLACE. EXISTING SDGEE TRANSFORt-JER TO REMAIN. PROTECT IN PLACE. CONTRACTOR TO VERIFY LOCATION AND PROVIDE REQUIRED CLEARING DISTANCES TO RETAINING WAULS AND BUILDING PER SDGeE REOUIREtvENTS. EXISTING COMMUNICATIONS LINE TO REMAIN. PROTECT IN PLACE. EXISTING COLUMN TO REMAIN. PROTECT IN PLACE. EXISTING UTILITY VAULT TO REMAIN. PROTECT IN PLACE. CONTRACTOR Sl-lALL REMOVE EXISTING 3" WATER SERVICE AND PROVIDE TEIIIFORARY ABOVE GROLND SUPPLY LINE CHIGI-LINEl DURING Tl-lE CONSTRUCTION OF TI-E MASONRY RETAINING WALL WATER LINE 51-lAUL REMAIN IN SERVICE AT ALL TIMES. (D PROPOSED CONCRETE PAVEMENT PER DETAIL I, 51-lEET 7. CD ® PROPOSED A.C. PAVEMENT PER DETAIL 2, Sl-lEET 7. PROPOSED PLANTING/LANDSCAPE AREA PER SEPARATE PERMIT. REFER TO CITY OF CARLSBAD DWG NO. 467-IM @ PROPOSED 6" CURB e GUTTER PER DETAIL 4. 51-lEET 7. ® @ (J) ® ® @) ® @ @ @ @ @ ® ® ® @) @ @ @ @ @) @ PROPOSED CA TCl-l BASIN PER DETAIL 6, Sl-lEET 7. PROPOSED MASONRY RETAINING WAUL PER DETAIL 14, 51-lEET 8. PROPOSED STAIRS PER DETAIL 17, Sl-lEET 7. PROPOSED BUILDING DOOR PER SEPARATE PERMIT. REFER TO CITY OF CARLSBAD DWG NO. 1802-100. PROPOSED PERMEABUE CONCRETE PER DETAIL 8, 51-lEET 7. PROPOSED 12" CURB OPENING FOR DRAINAGE PER DETAIL 5, 51-lEET 7. GRADE BEAK. PROPOSED DECOMPOSED GRANITE PER DETAIL 19, Sl-lEET 9. PROPOSED 6" CURB PER DETAIL 7, 51-lEET 7. PROPOSED ROLLED CURB TRANSITION PER DETAIL 10, 51-lEET 8. PROPOSED ROLLED CURB PER DETAIL 3, 51-lEET 7. PROPOSED DECORATIVE ROCK PER SEPARATE PERMIT. REFER TO CITY OF CARLSBAD DWG N0.1802-100 MATCl-l EXISTING, PROVIDE FLUSl-lED TRANSITION TO ADJACENT PAVEMENT. PROPOSED ATRIUM DRAIN PER DETAIL II, Sl-lEET a PROPOSED GRIND e OVERLAY PER DETAIL 13, 51-lEET 8 . PROPOSED STREET LIGl-lT PER SEPARATE PERMIT,..:□ ER TO CITY OF CARLSBAD DWG NO, 1802-100. PROVIDE FUUSl-lED TRANSITION TO ADJACENT SlRFACE. PROPOSED 1-lANDRAILS PER DETAIL 18, Sl-lEET 9. PROPOSED CONCRETE GUTTER PER DETAIL 15, Sl-lEET a PROPOSED 5" AREA DRAIN PER DETAIL 16, 51-lEET a PROPOSED BUILDING COUUMN PER SEPARATE PERMIT. REFER TO CITY OF CARLSBAD DWG N0.1802-100. PROPOSED MAINTENANCE STRIP PER SEPARATE PERMIT. R□FER TO CITY OF CARLSBAD DWG. NO 467-IM. NOTES TO CONTRACTOR= I. ALL SURFACE PAVING Sl-lAUL BE REPLACED TO MATCl-l EX. CONDITION. CONTRACTOR Sl-lAUL DOCU\,B\JT EX. CONDITIONS AS NECESSARY, I.E. ADDITIONAL SlRVEY, Pl-OTO DOCUM□NTATION. ETC. 2, MATCl-l EX, GRADE FLUSl-l AT AUL EX. CONDITIONS. NOTIFY □NGINEER OF ANY DISCREPANCIES PRIOR TO 1-lARDSCAPE INST AULA TION. 3. PAVING SECTIONS 51-lALL BE PER DETAILS. 4. ALL PAVING TOLERANCES 51-lAUL MEET CURRENT A.D.A. CODES AND REGULATIONS. CONTRACTOR Sl-lALL SURVEY ALL FLATWORK GRADES e FORMS PRIOR TO INSTAULATION e CORRECT ANY D□FICIENCIES. 5, CONTRACTOR 51-lAUL REPLACE CONCRETE WALKWAYS TO NEAREST CONSTRUCTION JOINT. ANY REQUIRED REPAIR TO A PORTION OF A WAUKWAY PANEL 51-lAUL REQUIRE FUUL REPLACEM□NT OF SAID PANEL FROM JOINT TO JOINT IN BOTl-l TI-E NORn+SOUTl-l AND EAST-WEST DIRECTION. 6. CONTRACTOR 51-lAUL REFER TO GEOTECl-lNICAL REPORT PREPARED BY CONSTRUCTION TESTING e ENGINEERING,,_INC .. DATED MAY 25, 2006 AND 1.JPDATED GEOTECl-lNICAL UEI IER-DATED DECEMBER 22, ID20 FOR CuNSTRUCTION, OVEREXCAVATION AND COMPACTION REOUIREM□NTS. 7. CONTRACTOR 51-lAUL PROTECT ALL EXISTING UTILITIES AND NOTIFY ST. ELIZABETl-l CA Tl-lOLIC Cl-lURCl-l OF ANY INTERRUPTIONS IN SERVICE, CONTRACTOR Sl-lAUL BE RESPONSIBUE FOR DAMAGE TO ANY EXISTING UTILITY 51-lOWN OR NOT 51-lOWN. 8. EXISTING UTILITIES 51-lOWN ON Tl-llS PLAN ARE APPROXIMATE AND 51-lAUL BE FIELD VERIFIED BY CONTRACTOR PRIOR TO ANY DEMOLITION WORK. CONTRACTOR TO NOTIFY □NGINEER OF ANY DISCREPANCIES. 11 AS BUILT" RCE __ _ EXP, ___ _ DATE ENGINEER OF WORK REVIE\,/ED BY, INSPECTOR DATE ~ CIINIINE~!NG ~~~~~~AD w 9546 • ~-~--~------~..:::.------~-~--~-~---I GRADING PLANS FOR: ST ELIZABETH SETON CATHOLIC CHURCH -NEW RECTORY GR2021-0008 GRADING PLAN APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXP. 9/30/24 1 1--D~A~TE,----t~IN=IT~IA~L -t-'-=~-------------+--D-AT-E-+-IN-ITI-AL-+--D-AT-E-+-INI-TIA-L--1 DWN BY: -,A'h- >---~------<>---~------1 RVWD BY:_E""°t<'l.,.a,E_ PROJECT NO. CD 2019-0016 DRAWING NO. 467-1B ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHKD BY: Et<'IE VWD WO 258283 DocuSign Envelope ID: 5A238B7C-D08E-497F-A69F-6D416BA11D2E 1/26/2023 G G GGGSD S S SWWW WWWSD S D S D S D S D S DSD SD SD S W civil engineers and land surveyors Snipes-Dye associates 10 I iO I I I I I I I I ~ 8(506.1~ UD IE TO MATC~ I I I I 1 1 I.--: I I I ' I I I I I I I I I I I N -EiD- ' 505.37 EXISTING CONFERENCE BUILDING (504.0) FF \ \ \ .. • • • • • j • • • 4 4 • . . 4 ;51,7.7.9' • • . : . 51 8 .'.44. . • .. • • • • . . • •. 4 • •· • • • • • • . 4 . . ' 4 .,. • • • . 4 • • 4 4 .. .• <I .. • ' 1, • • • . . . • 4 • • • • • 4 4 4 • 4 . " ., .. • • • • 4 .. .,., .. ,:J, .,., <'! .. • ., ~-,'' PPl.?OXIMATE ' ............ ~B • • IMITS OF WORK R~ . ' 4 ~ . . .. · · · . EXISTING PLAZA · ~ ., . .. ,,,, • 1 .2.Q.4 •.•• • • d EXISTING' 4 • '-' I '-./ • .., KIOSK .... D PROPOSED RECTORY BUILDING FFE=510.50 PAD=510.08 7 5 5 15 LF~4" PV S0•8 7 510.00 T 506.00 I 45 LF-4" SWR • 171 7 QIB q)\\\~ " " " .... a \ \ ~ _, ., ., ., 27 LF-6" PVC .:.1\,\ .:.I .:.I .:.I .:.I .:,I \.::.1 .:,I .:,I LF~4" ·:::::. ------·············· ~ " PVC :::::::::::. 81 •:•:•:•:•:•:•:•:•:•:·:· ......................... ·::::. •• ·: :. ·. ·. ·. •. •. ·::::::. •• ·: :. ""'"'"·,-.r. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......................... . . . . . . . . . . . . . . . . . . . . . . . . . . ... :::::::::::::::::::::::::::::::. / LF~4" PVC SD :::::::::::::. · · "''"'~ ::::::::::: ·. ::;,; i .;,v~ ••••••••• ··;,-r C ~ 510.5~·\::::::::::::::::::::::::::::~~:::::.::;·: / '5O5.9!tll //::::::·.::.::::. " " " 1! ··::·.:_.:::/· i APPROXIMATE · · · · · · · r LIMITS OF W 0 LF-4" PERF. ". ~ / ·~ / ,-i"-'/ ~ ~ ~ LEORAIN • 81 • r .. w~="'4::,:_e:IE>"< i (?~ • ~¥~r':-'IE:::,.,_,,I-"< r ,'<,().. d , . . / ~i' 4• • . :'o4 I / C ,\0 • < QR on EXISTING PARKING • . 4 • • • 4 . " • • . . • . 4 .. • • • . • • • KEYNOTE LEGEND ~ SAWCUT. [ID EXISTING CONCRETE SIDEWALK TO REMAIN. PROTECT IN PLACE. [9 EXISTING AC. PAVEMENT TO REMAIN. PROTECT IN PLACE . [Q] EXISTING LANDSCAPE TO REMAIN. PROTECT IN PLACE. [fil NOT USED . (E] EXISTING RETAINING WALL TO REMAIN. PROTECT IN PLACE. ~ EXISTING STORM DRAIN LINE TO REMAIN. PROTECT IN PLACE. [8J EXISTING STORM DRAIN STl<UCTURE TO REMAIN. PROTECT IN PLACE. II] EXISTING SEWER LINE TO REMAIN. PROTECT IN PLACE. QJ EXISTING SEWER STRUCTURE TO REMAIN. PROTECT IN PLACE. 1K] EXISTING WA TEI.! SERVICE TO REMAIN. PROTECT IN PLACE . IT] EXISTING STkEE I LIG~ TO REMAIN. PROTECT IN PLACE. [Ml EXISTING B.ECTRICAL CON)LJIT TO REMAIN. PROTECT IN PLACE. (Rl EXISTING SDGeE TRANSFORMER TO REMAIN. PROTECT IN PLACE. CONTRACTOR TO VERIFY LOCATION AI\D PROVIDE REQUIRED CUEARING DISTANCES TO RETAINING WALLS AI\D BUILDING PER SDG€E REOUIREMENTS . (Q] EXISTING COI\Nvt.NICA TIONS LINE TO REMAIN. PROTECT IN PLACE . (fl EXISTING COLLM\J TO REMAIN. PROTECT IN PLACE. @] EXISTING UTILITY VAULT TO REMAIN. PROTECT IN PLACE. IR] CONTRACTOR SHALL REMOVE EXISTING 3" WATER SERVICE AND PROVIDE TEMPORARY ABOVE GROUND SUPPLY LINE (~l~LINEl DURING T~ CONSTRUCTION OFT~ MASOI\RY RETAINING WALL WA TEI.! LINE S~ALL REMAIN IN SERVICE AT ALL TIMES. (I) PROPOSED PVC STORM DRAIN LINE. SIZE PER PLAN. @PROPOSED CAT~ BASIN PER DETAIL 6, SI-EET 7. @PROPOSED 4" SEWER LINE CPRIVATEJ. @PROPOSED I" DOMESTIC WATER SERVICE CPRIVATEl. @PROPOSED 4" PERFORATED SLEDRAIN PER DETAIL 8, SI-EET 7. @CONNECT TO EXISTING PRIVATE WATER SERVICE. (DPROPOSED 4" ATRIUM DRAIN PER DETAIL II, S~EET 8. @PROPOSED SIDEWALK UNDEl<DRAIN PER DETAIL 12, ~EET 8. @CONNECT PERFORATED SLEDRAIN TO STORM DRAIN LINE. @CONNECT STORM DRAIN LINE TO SIDEWALK UNDERDRAIN. @CONNECT PERFORATED SLEDRAIN TO SIDEWALK l.N)ERDRAIN. @CONNECT STORM DRAIN LINE TO PERFORATED SUBDRAIN. @PROPOSED WALL FOOTING PER DETAIL 14, S~T 8. @CONTRACTOR TO VERIFY UTILITY CROSSING CLEARANCE AI\D INSTALL A I" NEOPRENE BLAN<ET OVER WEAKER PIPE IF CLEARANCE IS LESS T~ 12". CONTRACTOR TO NOTIFY ENGINEER OF ANY DISCREPANCIES. @ PROPOSED 5" AREA DRAIN PER DETAIL 16, SI-EET 8. @REMOVE EXISTING SINGLE Cl-ECK ASSEIIIB.. Y AND REPLACE WI~ DETECTOR Cl-ECK ASSBvt3L Y PER DETAIL 20, ~ 9. @ CONNECT TO EXISTING SEWER/STORM DRAIN LINE. CONTRACTOR TO VERIFY POSITIVE FLOW AND NOTIFY ENGINEER OF ANY DISCREPANCIES. UTILITY CROSSING TABLE NODE BOTTOM OF PIPE TOP OF PIPE (D 506.92 Cl" WTRl 502.29 (18" SD> ® 503.97 (4" SWRl 502.50 (4" PERF. SUBDRAINl ® 503.90 (4" SWRl 502.84 08" SDl NOTES TO CONTRACTOR: I. ALL SURFACE PAVING SHALL BE REPLACED TO MATCH EX. CONDITION. CONTRACTOR 51-lALL DOCL..tveNT EX. CONDITIONS AS NECESSARY, I.E. ADDITIONAL SURVEY, P~OTO DOCLMENTATION. ETC. 2 MAT~ EX. GRADE FWS~ AT ALL EX. CONDITIONS, NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ~Al<DSCAPE INSTALLATION. 3. PAVING SECTIONS S~ALL BE PER DETAILS. 4. ALL PAVING TOLERANCES SHALL MEET CLl<RENT A.D.A. CODES AND REGULATIONS. CONTRACTOR $-lALL SURVEY ALL FLA TWORK GRADES !; FORMS PRIOR TO INSTALLATION !; CORRECT ANr DEFICIENCIES. 5. CONTRACTOR S~ REPLACE CONCRETE WALKWAYS TO NEAREST CONSTRUCTION JOINT. ANY REQUIRED REPAIR TO A PORTION OF A WALKWAY PANB. SHALL REQUIRE FULL REPLACEIVENT OF SAID PANEL FROM JOINT TO JOINT IN BO~ ™E NORTI-1-SOUT~ AND EAST-WEST DIRECTION. 6. CONTRACTOR S~ REFER TO GEO~ICAL REPORT PREPARED BY CONSTRUCTION TESTING !; ENGINEERING, INC. DATED MAY 25, 2006 AND "UPDATED GEOT~ICAL LETTER" DATED DECEII/BER 22, 2020 FOR CONSTRUCTION. OVEREXCAVATION AND COMPACTION REQUIREMENTS. 7. CONTRACTORS~ PROTECT ALL EXISTING UTILITIES AND NOTIFY ST. ELIZABET~ CATI-OLIC ~URCH OF ANY INTERRUPTIONS IN SERVICE. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ANY EXISTING UTILITY ~OWN OR NOT S~WN . 8. EXISTING UTILITIES S~OWN ON ~IS PLAN ARE APPROXIMATE AND SHALL BE FIELD VERIFIED BY CONTRACTOR PRIOR TO ANY DEMOLITION WORK. CONTRACTOR TO NOTIFY ENGINEER OF ANr DISCREPANCIES. 11 AS BUILT'' RCE __ _ EXP, ___ _ DATE ENGINEER OF WORK REVIEVED BY, 8348 CENTER DRIVE, STE. G, LA MESA, CA 91942 TELEPHONE 'I :,_:;'7'-'j':. 60-2033 " w "' • z "" ,., "' • INSPECTOR DATE w CIJN!NE~!NG ~b~~~!f AD w "' """=-, ... 9546 "'r. 0~ < OF c~l.1~ ~-~--~------..:,,_..a:::;. ______ ~-~--~-~---1 GRADING PLANS FOR: A .. 30 • 4 SCALE• 1"•10' .. .., ... A . s ~ s ----s ------------------IN 08.11 1 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL ST. ELIZABETH SETON CATHOLIC CHURCH -NEW RECTORY GR2021-0008 UTILITY PLAN ENGINEERING MANAGER D\\N BY: -a,eAA~_ RVWD BY:_a-,.EFl.,,eE_ CHKD BY: EHE APPROVED: JASON S. GELDERT RCE 63912 EXP. 9/30/24 DATE PROJECT NO. CD 2019-0016 DRAWING NO. 467-1B VWO WO 258283 DocuSign Envelope ID: 5A238B7C-D08E-497F-A69F-6D416BA11D2E 1/26/2023 civil engineers and land surveyors Snipes-Dye associates SD S W ) x., 15.48 • '-I' '-. ~ ;:z , , @FZ2 , 516 6 4.83 .10 X 16.09 N -EiD- 10 5 0 10 20 30 .___I~ I I I SCALE1 1"·10' ~ 516.67 [gJ ~ ------~ ~ ---.\-I ~ APPROXIMATE LIMITS OF WORK 5;, X Kf---1( ' PROPOSED 5' TALL FENCE PER DETAIL 22, Sl-lEET II. LANDSCAPING TO SCREEN Cl-lAINLINK FENCE. I I 16. 76 X X 51 51 F 1 ~ 5 l 1 I l 1 l X j I l 1 I ;<1 530.35 \ \ \ •· \ I tu lJ.l t I \.......!,-I-IQ lJ.l l'-, ~ \ -1 ' ~ ' < 0 -1 < --j l.r') ' ~9 I ~~ -1 --j ,f •j 5 ,~ --j ~ ~i 5 ~ lJ.l :::> IL ...J lJ.l \ II EX. GAS LINE TO REMAIN. • PROTECT IN PLACE. \ 6"FIRE SERVICE w rn 0 --j 4 < a o• . --j . < • ' M •· ' • 0 L~ • rn L . < • .·n: ~ 527.66 \ • I 526.50 I • . ·L • • ~ [ID [gJ IQ] [ID [E] [§] IE] [I] QJ !Kl [I] [Ml IE] [QJ If] [QJ [§] KEYNOTE LEGEND SAWa.JT. EXISTING CONCRETE SIDEWALK TO REMAIN. PROTECT IN PLACE. EXISTING AC. PAVEMENT TO REMAIN. PROTECT IN PLACE. EXISTING LANDSCAPE TO REMAIN. PROTECT IN PLACE. NOT USED. EXISTING RETAINING WALL TO REMAIN. PROTECT IN PLACE. EXISTING STORM DRAIN LINE TO REMAIN. PROTECT IN PLACE. EXISTING STORM DRAIN STl<UCTLl<E TO REMAIN. PROTECT IN PLACE. EXISTING SEWER LINE TO REMAIN. PROTECT IN PLACE. EXISTING SEWER STRUCTLRE TO REMAIN. PROTECT IN PLACE. EXISTING WATER SERVICE TO REMAIN. PROTECT IN PLACE. EXISTING STicEE I LIGefr TO REMAIN. PROTECT IN PLACE. EXISTING aECTRICAL CONDUIT TO REMAIN. PROTECT IN PLACE. EXISTING SDGeE TRANSFORMER TO REMAIN. PROTECT IN PLACE. CONTRACTOR TO VERIFY LOCATION AND PROVIDE REQUIRED CLEARING DISTANCES TO RETAINING WALLS AND BUILDING PER SDGeE REQUIREMENTS. EXISTING COl'.1M..NICA TIONS LINE TO REMAIN. PROTECT IN PLACE. EXISTING COL.l.M'J TO REMAIN. PROTECT IN PLACE. EXISTING UTILITY VAULT TO REMAIN. PROTECT IN PLACE. CONTRACTOR SI-IALL REMOVE EXISTING 3" WATER SERVICE AND PROVIDE TEMPORARY ABOVE GROUND SUPPLY LINE (1-llGl-lLINE) DURING Tl-lE CONSTRUCTION OF Tl-lE MASOI\QY RETAINING WALL WATER LINE Sl-lALL REMAIN IN SERVICE AT ALL TIMES. \ ::;;: i"i ' O" r--(') ID ~.~~ 0.. z <i 2'. ~ IDL Ill \-<l. s ~::;;: <( N >< Ill ::;;: ~ w\ NOTE= ----(D PROPOSED PVC STORM DRAIN LINE. SIZE PER PLAN. ~ a)PROPOSED CATCl-l BASIN PER DETAIL 6, 51-lEET 7. @PROPOSED 4" SEWER LINE (PRIVATE>. @PROPOSED I" DOMESTIC WATER SERVICE <PRIVATE). - - -@PROPOSED 4" PERFORATED SUBDRAIN PER DETAIL 8, 51-lEET 7. @CONNECT TO EXISTING PRIVATE WATER SERVICE. ® (DPROPOSED 4" ATRIUM DRAIN PER DETAIL II, Sl-lEET 8. ~.,__,.._ @PROPOSED SIDEWALK UNDERDRAIN PER DETAIL 12. Sl-lEET 8. @CONNECT PERFORATED SUBDRAIN TO STORM DRAIN LINE. @CONNECT STORM DRAIN LINE TO SIDEWALK UNDERDRAIN. @CONNECT PERFORATED SUBDRAIN TO SIDEWALK UNDERDRAIN. @CONNECT STORM DRAIN LINE TO PERFORATED SUBDRAIN. - - -@PROPOSED WALL FOOTING PER DETAIL 14, 51-lEE, 8. @CONTRACTOR TO VERIFY UTILITY CROSSING CLEARANCE AND INSTALL A I" NEOPRENE BLANKET OVER WEAKER PIPE IF CLEARANCE IS LESS Tl-lAN 12". CONTRACTOR TO NOTIFY ENGINEER OF ANY DISCREPANCIES. @ PROPOSED 5" AREA DRAIN PER DETAIL 16, Sl-lEET 8. @REMOVE EXISTING SINGLE Cl-lECK ASSEMBLY AND REPLACE WITl-l DETECTOR Cl-lECK ASSEMBLY PER DETAIL 20, Sl-lEET 9. @CONNECT TO EXISTING SEWER/STORM DRAIN LINE. CONTRACTOR TO VERIFY POSITIVE FLOW AND NOTIFY ENGINEER OF ANY DISCREPANCIES. NOTES TO CONTRACTOR: I. ALL SURFACE PAVING 51-lALL BE REPLACED TO MATCl-l EX. CONDITION. CONTRACTOR 51-lALL DOCU\ENT EX. CONDITIONS AS NECESSARY, I.E. ADDITIONAL SLRVEY, Pl-lOTO DOCUMENTATION, ETC. 2. MATCl-l EX. GRADE FLUSl-l AT ALL EX. CONDITIONS, NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO 1-lARDSCAPE INSTALLATION. 3. PAVING SECTIONS Sl-lALL BE PER DETAILS. 4. ALL PAVING TOLERANCES 51-lALL MEET CU2RENT A.D.A. CODES AND REGULATIONS. CONTRACTOR Sl-lALL SURVEY ALL FLATWORK GRADES!; FORMS PRIOR TO INSTALLATION!; CORRECT ANY DEFICIENCIES. 5. CONTRACTOR Sl-lALL REPLACE CONCRETE WALKWAYS TO NEAREST CONSTRUCTION JOINT. ANY REQUIRED REPAIR TO A PORTION OF A WALKWAY PANa Sl-lALL REQUIRE FULL REPLACEMENT OF SAID PANa FROM JOINT TO JOINT IN BOTl-l Tl-lE NORTl+SOUTl-l AND EAST-WEST DIRECTION. 6. CONTRACTOR Sl-lALL RB"ER TO GEOTECl-lNICAL REPORT PREPARED BY CONSTRUCTION TESTING !; ENGINEERJI'.:!§, INC. DATED MAY 25, 2006 AND "UPDATED GEOTECl-lNICAL. LETTER" DATED DECEJ\il3ER 22, 2020 "-"" CONSTRUCTION, OVEREXCAVATION AND COMPACTION REQUIREMENTS. 7. CONTRACTOR Sl-lALL PROTECT ALL EXISTING UTILITIES AND NOTIFY ST. S..IZABETl-l CATl-lOLIC Cl-lURCl-l OF ANY INTERRUPTIONS IN SERVICE. CONTRACTOR SI-IALL BE RESPONSIBLE FOR DAMAGE TO ANY EXISTING UTILITY 51-lOWN OR NOT Sl-lOWN. 8. EXISTING UTILITIES Sl-lOWN ON Tl-llS PLAN ARE APPROXIMATE AND 51-lALL BE FIELD VERIFIED BY CONTRACTOR PRIOR TO ANY DEMOLITION WORK. CONTRACTOR TO NOTIFY ENGINEER OF ANY DISCREPANCIES. \ \ \ ' ' ~\ \ \ w , \ ' ~ ' ' ' ',,~m ,w '::::> IL _. w SANTA ISABEL STREET "' L CONTRACTOR 51-lALL PROVIDE LANDSCAPE SCREENING ALONG ENTIRE FENCING ENCLOSLRE AND Sl-lALL BE TO Tl-lE SATISFACTION OF ST. ELIZABETl-l SETON CATl-lOLIC Cl-lURCl-l. r-, n ° ,r-1111 R II 1~111 t r 0 □ ::;;: I NOTE= VALLECITOS WATER DISTRICT RESPONSIBILITY ENDS AT RIGl-lT-OF-WAY. AGREEMENT FOR VALLECITOS WATER DISTRICT ACCESS AND PROPERTY OWNER TO MAINTAIN SERVICE LINE FROM DEVICE TO RIGI-IT-OF-WA Y IN PROCESS OF BEING EXECUTED. AGREEMENT IS REQUIRED TO BE SIGNED AND EXECUTED PRIOR TO OCCUPANCY. ENGINEER OF WORK 8348 CENTER DRIVE, STE. G, LA MESA, CA 91942 TELEPHONE 'I :,_:;'7'-'j':. 60-2033 -z C n, w ,., "' "' • • "' """=="" , ... "'r. 0~ < OF c~l.1~ KEY MAP SCALE• I" • 100' 11 AS BUILT'' RCE __ _ EXP, ___ _ REVIEVED BY, INSPECTOR ~ CITY OF CARLSBAD l__Q_j ENGINEERING DEPARTMENT DATE DATE ~ U1._J ~-~--~------___:,-,::_ ______ ~-~--~-~~--I GRADING PLANS FOR: 1 DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ST. ELIZABETH SETON CA THOL/C CHURCH -NEW RECTORY GR2021-0008 UTILITY PLAN ENGINEERING MANAGER D\\N BY: AA RVWD BY: EME; CHKD BY: E~E APPROVED: JASON S. GELDERT RCE 63912 EXP. 9/30/24 DATE PROJECT NO. CD 2019-0016 DRAWING NO. 467-1B VWO WO 258283 DocuSign Envelope ID: 5A238B7C-D08E-497F-A69F-6D416BA11D2E 1/26/2023 ° ° civil engineers and land surveyors Snipes-Dye associates =3 REBAR, 18" O.C. BOTH WAYS CONCRETE PAVING-56O-C325OPSI FINISH SHALL BE NATURAL -~1------.--\-,-'--.,_~c-o_L~O~R-,_L~IGH----T~B-R_o_o~M-F-IN_I_SH_-, TOOLED JOINTS o 5' SPACING MATCH EXISTING <TYP.l I DOWEL INTO ADJACENT EXISTING CONCRETE NO SCALE 0 CONCRETE PAVING REFER TO GEOTECHNICAL REPORT FOR RECOMMENDATIONS 6• CURB LINE Im>~ • • I;,:: "~:' WEAKENED '1.A>E -""" ,------,---,: 1-1/2" ., \ ---------..._ ___ _ l/2"R i-- .-•••• 'II· 24" 1/2" NOTES• I. CONCRETE SHALL BE 56O-C-325O. 2. SLOPE TOP OF CURB 1/4" PER FOOT TOWARD STREET. C) 6" CURB AND GUTTER NO SCALE CAST IRON GRATE QJSE STEEL TRAFFIC GRATE IN TRAFFIC AREAS, ADA GRATE IN PEDESTRIAN AREAS> PRECAST CATCH BASIN QJS CONCRETE PRECAST GROUP OR APPROVED EQUAL) <SIZE INDICATED ON PLAN> 1% NOTES• FINISH GRADE 21 MIN. • "' • ,i • • i • •. ., • " " .• "· • • Cl I!! <( u Cl z ~ ~ ~ a 2Z -.. •: "· . . .. • .. • . .... ~ 2i - 2iMIN, • .,. 4. " . . 420-C-2000 CONCRETE PVC <SIZE 11\DICATED ON PLANl 45 PVC }fl BEN) MIN. I. STENCILING SHALL BE PROVIDED FOR ALL CATCH BASINS WITHIN THE PROJECT AND SHALL BE SATISFACTORY TO THE CITY OF CARLSBAD. CATCH BASIN NO SCALE A.C. PAVEMENT, 8" EXIST. CONG.RS\ WHERE OCCLR~ \ ~. ..-.. -. ·~·•.c---JI-----L-------------1--- r EXIST. A.C. -~HERE OCCURS AGGREGATE BASE, 12' 12" COMPACTED SUBGRADE (95% REL. COMP., 2% ABOVE OPTIMUM MOISTURE CONTENT) E9 AC PAVEMENT NO SCALE REFER TO GEOTECHNICAL REPORT FOR RECOMMENDATIONS 6" CURB OR 6" CURB ANID-------- GUTTER. SEE PLAN 6"CURB\ GUTTER__) (IF OCCURS> (9 O"CURB 12" UNLESS OTHERWISE SPECIFIED ON PLANS. 12" CURB OPENING NO SCALE SLOPE TOP OF CURB 1/4" PER FOOT AWAY FROM SIDEWALK l/2'R io NOTES• . . . . 1- .. 11' ---52O-C-25OO CONCRETE • I. CONCRETE SHALL BE 520-C-25OO. 2 SLOPE TOP OF CURB 1/4' PER FOOT AWAY FROM SIDEWALK. 6"CURB NO SCALE I /2" R 0 I 1 /2" R C I t i 1/2'' ,-3" R ' 1'-6" 2'-0" 2'' 1/EA<E~EJ PLANE JOINT,/ " . TYPE A CURB AREA (2.29 SO FT) 1-1 /2" R-' I \ \ TYPE B CURB AREA (2.44 SQ. FT) 2'-0" l'-6" NOTES: I TRANSITION TO 1YPF G OR H CURR AT Al I_ CURR RFTIIR'IS, F>'.CFPT WHFRF CURR "·MPS ·"E PROV OED, AND AT ALL CUL-DE-SACS WITH JRAINAGE STRUCTURES SE[ STANDARD DRAWING G-4B FOR O:::TAILS. 2. CONCRETc SHALL BE 52,J-C-2500. J. SEE STANDARD DRAWINGS G-J A~D G-10 FOR JOINT DETAILS. Revision B A proved Dale SAN LlllCO RlCIONAL S IAmlARLl LlR~.WINC ORIGN<\L KE~CHEVAL 12/75 ADD METRIC T. STANTON 03/03 T. STANTrn 04/06 CURB AND GUTTER -ROLLED UPDATED MR l.!R/CV 11 /11 UPDAJED CV 0/ 12/15 ROLLED CURB NO SCALE 1/2" R \ ' 1/2" R / LEGEND ON PLANS RECOOMENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE DRAWING NUMBER G-4A 4' PERMEABLE PAVEtvENT 4' PERFORATED PIPE-~ aEVATIONS PER PLAN. 2" BEDDING LAYER" 6"AGGREGATESTORAGE CLASS 11 PERI\.EABLE AGGREGATE 8 PERMEABLE CONCRETE PAVEMENT NO SCALE ENGINEER OF WORK 1'0FESS1 0 ~ "'"' ,.,<> < ~ ~ ,.. " ., --z " "" uJ "' "' "' • • "' ,"< ~ RCE REVIE\./ED CITY "AS BUILT" EXP, DATE BY• INSPECTOR DATE OF CARLSBAD '1,: o'>.' <' O; C~'-1~ I S7ET I ENGINEERING DEPARTMENT w 4 -----~-------..::.......::;__ ________ ~----------1 GRADING PLANS FOR: 1 DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ST. ELIZABETH SETON CATHOLIC CHURCH -NEW RECTORY GR2021-0008 DETAILS SHEET ENGINEERING MANAGER OWN BY: AA RVWD BY: EME CHKD BY: EME APPROVED: JASON S, GELDERT RCE 63912 EXP. 9/30/24 DATE PROJECT NO. CD 2019-0016 DRAWING NO. 467-1B VWO WO 258283 DocuSign Envelope ID: 5A238B7C-D08E-497F-A69F-6D416BA11D2E 1/26/2023 ° civil engineers and land surveyors Snipes-Dye associates TC ELEV. PER PLAN ROLLED CURB-~ PER STANDA RD DRAWI NG G-4A, TYPE A TC ELEV. PER PLAN ROLLED CURB PER STANDARD DRAWING G-4A, TYPE B ~617 TC ELEV. PER PLAN CU RB AND GUTTER PER STAN DARD DRAWIN G G-2, TYPE G _-----,-TC ELEV. PER PLAN ,,--,-CURB AND GUTTER PER STANDARD DRAW ING G-2, TYPE G NOTES: 1. REFER TO RSD G-2, TYPE G AND G-4A FOR SPECIFIC DIM ENSIONS RELATED TO LEGEND ON PLANS EACH TYPE OF CURB. 2. TRANSITIONS SHOULD OCC UR ALONG THE BACK OF CURB , HOLDING EDGE OF :,. • PAVEMENT PARALLEL AND CONCENTRIC WIT H STREET CENTERLIN E. ALTERNATE ALIGN MENTS MAY BE REQUI RED AND AR E AT AGENCY'S DISCRETION. Revision By Approved Date SM! DIEGO REGIONAL STANDARD DRAWING RECOMMENDED BY THE SAN DIEGO REGION AL STANDARDS COM ~ITTEE \JEW DM MR/CV 17/1 1 UPD.A.TED CV CV 12/1 CURB AND GU TTER TO RO LLED CURB TRANSI TI ON DRAWIN G G-04B NUMBER C9 ROLLED CURB TRANSITION NO SCALE EDGE OF FOOTING PLAN /j 1-1/2:1 SLOPING BACKFILL OR / 250 PSF LIVE LOAD SURCHARGE LAYOUT LINE 1-1/2:1 SLOPING BACKFILL OR 250 PSF LIVE LOAD SURCHARGE MORTAR CAP MORTAR CAP H=5'-4" H=3'-8" X "' " '., ' "' I I .... . N :1 "' " " g ;,, "" I . N ro z " " C> ;,, g "' I . N N - w lYPICAL SECTION OVER 3'-8" NOTES: 3" CLR H (MAX) T (M IN) W (MIN) (A}BARS @BARS MAX TOE PRESSURE 3" CLR ELEVATION X #4 TOTAL 2_,. ~ ti @ ~: 10" 11~ #5 @ 16" r _:r:: .... #4 TOTAL 2 ~ ~b~ ~SH 1'-6" u #4 __LJ@ 12" 'N 12" 11 " w lYPICAL SECTION 3'-8" MAX HORIZONTAL REINF. NOT SHOWN DI MENSIONS AND REINFORC ING STEEL 5'-4" 3'-8" o·-10" Q'-8" 3'-10" 2'-9" #4@16" -- #6@16" #4@16" 2,000 PSF 1,400 PSF 1, SEE C-7 AND C-8 FOR ADDITIONAL NOTES AND DETAILS. 2. FILL ALL BLOCK CELLS WITH GROUT. Revision By ORIGINAL J\dd Metric D.ilete Metri S.S. Reviewed TS Approved Date Parkinson 2/95 T, Stanton 03/03 T. Shell 03/11 T. Stanton 11/15 SAN DIEGO REGION AL STA~ID ARD DRAWING MASON RY RETAINI NG WALL TYPE 6 (LI VE LOAD SUR CHARGE OR SLOPING BACKFILL) RECOMMENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE DRAWING NUMBER C-06 § MASONRY RETAINING WALL NO SCALE NDS 1150 INSERT GRATE OR APPROVED EQUAL IZ MIN PVC RISER SANITARY WYE NOTE• 4' PVC SDR-35 AT IZ MIN. FINISI-ED GRADE 45 88'0 I. PROVIDE POSITIVE DRAINAGE TOWARDS EXISTING PIPE. CONTRACTOR TO NOTIFY ENGINEER OF ANY DISCREPANCIES. 2. STENCILING SI-IALL BE PROVIDED FOR ALL ATRIUM DRAINS WITI-IIN Tl-IE PRO.ECT AND S>-lAUL BE SATISFACTORY TO Tl-IE CITY OF CARLSBAD. VARIES 4" ATRIUM DRAIN NO SCALE 3· 1,5' 1.5" ¼" A.C. LIP CTYP.) SMOOT>-l INVERT [ O.IZ >-llKE 1.51 MIN. . . 4" MIN. 560-C-3250 CONCRETE PROPOSED A.C. PAVEMENT OVER CLASS II AB. PER GEOTEO-NICAL l<S'ORT C9 CONCRETE GUTTER NO SCALE T 6 1 /2" MIN _I_ 6 , I 1 /2" MIN I . . ' . ~ > ·1 ' ' ' ' 1· '• " A--, \__ SIDEWALK CUTS _-_-_"" , '/---_-_-_-l-_- w z ::J /: "' w a_ 0 "' a_ w z ::J "' "' => u .... , \ ~1z ...... --::a A.-J PLAN . SECTI ON .,..,....-PIPE TO BE FINI / FLUSH vnTH cu SHED RB / /-GUTTER •. . • • • ' " ~ 3-1/2" MIN " .. • ' 6" TYP B j ~ \ w z ::J \ CD "' r => u GUTTER I I I " ' . ' N ----._ I ' ,Qt • " ' ., ' IN SECTION 8-8 SECTION A-A APPROVED DRAIN PIPE SIZES PIPE SIZE CURB HEIGHT AT CURB FACE 3• 6" TO 8" 4" 8" 6" 10" NOTES 1. PIPE SHALL BE ONE CONTINUOUS LENGTH FROM PROPERlY LINE TO CURB LINE. 2. MULTIPLE PIPES TO BE SET A MINIMUM DISTANCE OF D/2 APART (3 MAX). 3. CONCRETE SHALL BE 520-C-2500. 4. PIPE SHALL BE CIRCULAR RIGID PLASTIC OR APPROVEO EQUAL. 5. CORING OF EXISTING CURB MAY BE USED AS AN ALTERNATIVE. 6. PROVIOE 1/4" TOOLED GROOVE IN TOP SLAB IN LINE WITH BACK OF AOJACENT CURB. SAN DIEGO REGIONAL STANDARD DRAWING ORIGINAL Kercheval 2 75 w z ::J DRAIN SHALL NOT BE CONSTRUCTED WITHIN THE HATCHED AREA BLOCK CORNER RECOMMENDED SY THE SAN DIEGO REGIONAL STANDARDS COM MITTEE eformatted T.Stan:on 04/06 /() '25/2018 ditcd S.S. T. Re,;ello 0J/11 diled ,:;:, T. Re,;ello 10/15 dited t W M. Widelski lD/18 SID EWALK UNDER DRA IN PIPE DRAWIN G NUMBER SIDEWALK UNDERDRAIN NO SCALE > Ill 0-27 5" ZURN ZS400S -~ AREA DRAIN OR APPROVED EQUAL GROUT _J z Ill<( Ill-' I-o._ <( Ill Ill Ill CD o._ rFINIS>-l FLOOR I ._=="-AN PVC PIPE€ 45° WYE SIZE PER PLAN USE REDUCER IF NEEDED 1:1, - 4"PVC----• RISER MIN. - - 1----4'PVC 45° BEND C95" AREA DRAIN NO SCALE DATE INITIAL 1 ENGINEER OF WORK MILL EXIST. PAVEMENT~- MIN. AND A.C. OVERLAY -TO BE I" MIN. WIT>-l t MIX UNLESS OT>-lERWISE APPROVED BY ENGINEER 4' MIN, , OF WORK. I" MIN. l _J_L =~=-==;_ =~;_ =~;_ =~;..,;::;;v:::.:::::.-:.-:.-:.=-=-=-=-=-==-==--=--=--=--=--=--=-~I ------- EXIST. A.C, PAVEMENT AND BASE -------- GRIND AND OVERLAY NO SCALE STORM DRAIN NOTES I. ALL DRAIN PIPE TO BE P.V.C. SDR-35 AND BE INSTAU£D IN ACCORDANCE WIT>-l T>-lE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CCLRl<ENT EDITION), PROJECT SPECIFICATIONS AND DETAILS INCLUDED ON TI-IESE PLANS. 2. ALL DRAIN PIPE FITTINGS AND CON\ECTIONS $>-lAUL BE GASKETED BEUL AND SPIGOT IN ACCORDANCE WITI-I Tl-IE MANUFACTURER"S INSTRUCTION. 3. ALL LATERAL CONl>ECTIONS TO MAIN DRAIN LINES S>-lAUL BE ACCOMPLIS,-EO WITI-I A WYE CONl>ECTION. TEE CON\ECTIONS WIUL NOT BE AULOWED. 4. PRECAST CONCRETE CATC>-l BASIN SHAUL BE U.S. PRECAST OR EQUAL AS INDICATED IN T>-lE DETAILS OR APPROVED EQUAL 5. CATC>-l BASIN GRATES S>-lAUL BE CAST IRON OR PLASTIC AS INDICATED IN Tl-IE DETAILS. AUL GRATES S>-lAUL BE ADA COlvFLIANT. 6. STORM DRAIN PIPE SelAUL BE INST AU£D IN Tl-IE TRENC>-l AS INDICATED IN T>-lE DETAILS. 7. ALL DRAINAGE FACILITIES S>-lAUL BE INST Al I ED PRIOR TO T>-lE INSTALLATION OF ANY SLRFACE IMPROVEMENTS, I.E. CONCRETE FLAT WORK. 8. RIGID COUPLINGS S>-lAUL BE USED, FLEXIBLE COUPLINGS ARE NOT ALLOWED. UTILITY NOTES (AS APPLICABLE) I. AUL SEWER PIPE S>-lALL BE PVC, SDR-35 WIT>-l GASKETED JOINTS. 2. AUL SEWER FITTINGS 5-lAUL BE GASKETED JOINTS. 3. SEWER PIPE INSTAULATION S>-lAUL BE IN ACCORDANCE WITI-I Tl-IE DETAILS, SUBSTITUTING SEWER W,-lERE STORM DRAIN IS REFERB'IJCED. 4. a..EAN OUTS 5-lAUL BE INSTALLED IN ACCORDANCE WITI-I T>-lE CALIFORNIA PLUMBING CODE CCU<RENT EDITION>. 5. SEWER PIPING S>-lAUL BE PLACED AT A GRADIENT OF Ii OR GREATER, UNLESS SHOWN OTI-ERWISE ON TI-IESE PLANS. 6. RIGID COUPLINGS SI-IALL BE USED, FLEXIBLE COUPLINGS Al<E NOT AULOWED. UNLESS APPROVED BY ENGINEER, FOR STORM DRAIN € SEWER. 7. WATER LATERALS S>-lALL BE COPPER 11..BING CONFORMING TO ASTM STANDARD SPECIFICATION NO. 888 FOR SEAMUESS COPPER WATER 11..BING, TYPE L DRAWN TEMPER COPPER PER DISTRICT SPECIFICATIONS. 8. WATER LATERAL FITTINGS Sl--lAUL BE COMPRESSION TYPE. NO SOLDEl<ED FITTINGS WIUL BE AULOWED. 9. WATER MAINS SI-IALL >-lAVE 36" OF COVER FROM TOP OF PIPE TO FINIS>-l GRADE. "AS BUIL T1' 1'0FESS1 0 RCE EXP, DATE ~ "'"' ,.,<> < ~ ~ ,._ " ., --z " "" uJ "' "' "' • • "' ,"< ~ '1,: o"-' <' O; C~'-1~ DATE INITIAL DATE INITIAL REVIE\./ED BY• INSPECTOR DATE CITY OF CARLSBAD I SaET I ENGINEERING DEPARTMENT w 4 GRADING PLANS FOR: ST. ELIZABETH SETON CATHOLIC CHURCH -NEW RECTORY GR2021-0008 DETAILS SHEET APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXP. 9/30/24 DATE ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL OWN BY: _,.8J.,.,A __ RVWD BY:_,;;Etv1,,i€,a--_ CHKD BY: EM E PROJECT NO. CD 2019-0016 DRAWING NO. 467-18 VWO WO 258283 DocuSign Envelope ID: 5A238B7C-D08E-497F-A69F-6D416BA11D2E 1/26/2023 civil engineers and land surveyors Snipes-Dye associates a, I ,.__ N I N 0 'll Cl I z u.l 'ii: 7 <Jl Cl z ;,, .,: "' □ □ 0: .,: □ z ;, ~ z 0 vi 5 w 0: a, 0 ;j-u w u. <Jl □ "' .,: □ z .,: t-~ 0 0 "' Level Landing7 I NOTES 12"+ Tread Width Ext ension 12" Extension Nosing Limit -....~ "-- Distance Shown On Plans The size and number of treads and risers as show on plans. Handrail per Std. Dwg . M-24 \ Extension Level Landinr I 3" I I I I 4" 7 m g' 00 ----"O <>: C 0 x _, 0 ::, 0 0 N ~ Typical three inch border of highly contrasting color placed parallel to and not more than 1" from nose. A painted strip will be acceptable. 1. Broom finish on treads, trowel finish on all other exposed surioces. 2. 1/4" per 1' slope on treads for drainage. 3. Locate handrails on both sides. 4. Handrail may project into the required width a distance of 3-1 /2" from each side of stairway. I r 1 /2" R I Provide curb on each I _, I 3"--j ri ---~, side when specified ,, ; I • ... L ____________ J - f-3 I "-l_i ; V V 0 V I 48" : 6" 5' 6" ~- Without Curb SECTION A-A #4 @ 12" o.c. Revision By Approved Dote SAN Dl[GO R[GIONAL STAND/'.RD DRAWI NG RECOMMENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE Re·,hed Reviewed O ~ersd 1orrer )9/15 10/25 1)01,1 D. Ger~choffer 10/18 CONCR ETE STEPS DRAWING M 26 NUMBER - CONCRETE STAIRS NO SCALE PROTECTION NOTES FOB MISCELLANEOUS PLANS 1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER OF WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER CONSTRUCTION. 2. ALL DESIGNS, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO LEUCADIA WASTEWATER DISTRICT (LWD) STANDARD SPECIFICATIONS, AVAILABLE ON THE LWD WEBSITE, AND TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK) AND THE REGIONAL STANDARD DRAWINGS, MOST CURRENT EDITIONS. IN THE EVENT OF CONFLICT, THE LWD SEWER STANDARDS GOVERN. 3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE FOLLOWED AT ALL TIMES WITHOUT EXCEPTION. 4. THE CONTRACTOR SHALL HAVE A COPY OF THE DOCUMENTS SPECIFIED IN SEWER NOTES 2 & 3 ON THE JOBSITE AT ALL TIMES. 5. NO WORK SHALL BE COMMENCED UNTIL ALL RIGHT-OF-WAY AND OTHER REQUIRED PERMITS HAVE BEEN OBTAINED FROM THE JURISDICTIONAL CITY, COUNTY, AND/OR APPROPRIATE AGENCIES. 6. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN ON THESE PLANS OBTAINED BY AVAILABLE RECORDS SEARCH BY THE PRIVATE ENGINEER. TO THE BEST OF THE PRIVATE ENGINEER'S KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITIES OR STRUCTURES NOT SHOWN, OR IN A DIFFERENT LOCATION FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR SHALL TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND OTHER EXISTING FACILITIES OR STRUCTURES SHOWN. 7. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITH IN THE LIMITS OF THIS PROJECT. ~-------LE_U_C_A_D_IA_W_A_S_TE_W_A-TE_R_D_IS_T_R_IC_T _____ _ r:s,u01-A"'P"'P"'R"'~='"""v:""2"'7= ;2"'01"'s,.....-----------------------,--s-m ___ D_W_G_. -N-0-_--1 ' ~ PROTECTION NOTES FOR F RCE C33692 EXP 6/30/2020 ~ DRAWN• CHKD., REV. MISCELLANEOUS PLANS - 1 -;;. KWB I KLH I NJF PN-1 N n 00 "' °' I OJ N I N 0 ~ 0 N I z u., 'ii: 7 <Jl Cl z ;,, .,: "' 0 0 0: <( 0 z ;, ~ z 0 vi 5 w 0: °' 0 N / u w a. VJ □ 0: -<( 0 z .,: t-~ 0 0 "' PLAN AT 2-1 /4"R And Flush With The All -I l-12" or Tread Width END OF HANDRAIL " 3" 7 r '--Suriace Of Ramp or Step Nosing Limit 3/4" C Bolts and anchors approved b the En ineer 0 HANDRAIL BRACKET 12" Extension r PIPE HANDRAIL WALL TYPE I u l 1 1/2" Std. Pipe uordroil 3"±1" for ramps 1;2· 1-1 2" -1 Sliding Fit r-"r---Extension ooN 00 ~ ::-;:: I ___ _J ~~I 12" I .3 >-------L.-ri _J T u Post shall be centered in stair tread. See Std. Dwg. M-26 for stairs. 7' Max. 8-1/4" R 1-1/2" Std. Pip ' '-" I n WELDING DETAILS 3" Hole 1/4" Exp. Jt. ( II u PIPE GUARDRAIL-POST TYPE NOTES 1. 1/4" Expansion joints @ 16'± centers. 2. Weld and grind smooth all connections. I I LJ I I LJ l II u T MOUNTING DETAIL Post shall be grouted in place using non-shrink grout. 3. All railing to be hot dip galvanized after fabrication. 4. Pipe shall seamless steel ASTM A53 Grade B. 5. Maximum6. = 4". Guardrails and handrails far stairs and ramps more than 30" above have intermediate rails equally spaced such that a sphere 4" in diameter cannot pass through. 6. Handrail extension for stairs, at all bottom risers, shall be 1 r plus one tread width. Revision By Approved Dole SAN Dl[GO R[GI0NAL STAfW ARD DRAWll~G RECOM~ENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE Revisec 10 '25/2018 D. Ger~choffo• 10/13 PEDESTRIAN PROTECTIVE RAI LI NG DE TAILS NO. 1 8. 9. 10. 11. 12. HANDRAILS C9 NO SCALE PROTECTION NOTES FOR MISCELLANEOUS PLANS DRAWING M-24 NUMBER CONTRACTOR SHALL BE AWARE THAT LWD FACILITIES PROVIDE WASTEWATER CONVEYANCE, TREATMENT, AND DISPOSAL TO THE PUBLIC 24 HOURS A DAY, 365 DAYS A YEAR. THEREFORE, LWD OR THEIR CONTRACTORS MAY NEED ACCESS TO FACILITIES FOR OPERATIONS, MAINTENANCE, OR EMERGENCY REPAIR AT ANY TIME. THE CONTRACTOR WILL ENSURE THAT ACCESS TO THE FACILITIES IS MAINTAINED AT ALL TIMES (DURING CONSTRUCTION AND AT THE END OF EACH CONSTRUCTION DAY) AND SHALL NOT HINDER AND WOULD BE EXPECTED TO ASSIST WITH ACCESS WHILE WORKING AROUND LWD FACILITIES. CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO PROTECT LWD FACILITIES AND STRUCTURES DURING CONSTRUCTION. SHOULD THE CONTRACTOR AT ANY TIME DAMAGE LWD OR PRIVATE SEWER LATERAL FACILITIES, THE CONTRACTOR SHALL IMMEDIATELY STOP WORK, NOTIFY LWD, MINIMIZE AND CONTROL ANY SEWAGE SPILL AND REPAIR DAMAGED FACILITIES TO THE SATISFACTION OF THE LWD ENGINEER AT NO COST TO LWD INCLUDING INSPECTION AND ANY BYPASSING REQUIRED. DAMAGE CAUSED TO SEWER FACILITIES SHALL BE REPAIRED IN ACCORDANCE WITH ALL APPLICABLE LWD STANDARD SPECIFICATIONS AND DRAWINGS. SUBMIT FOR LWD APPROVAL PRIOR TO REPAIR. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR PREVENTING SEWAGE SPILLS; CONTAINING ANY SEWAGE SPILLS; RECOVERY AND LEGAL DISPOSAL OF ANY SPILLED SEWAGE ARISING FROM ANY WORK ADJACENT TO LWD FACILITIES OR ALLOWING A SEWAGE SPILL OR FAILURE TO PREVENT A SEWAGE SPILL WHILE PERFORMING THE WORK. CONTRACTOR WILL BE RESPONSIBLE FOR ALL CLEAN-UP COSTS AND PENALTIES ASSESSED TO THE DISTRICT AS A RESULT OF A SEWAGE SP ILL CAUSED BY THE CONTRACTOR. CONTRACTOR SHALL NOTIFY LWD A WEEK IN ADVANCE OF PLANNED CONSTRUCTION ACTIVITIES IN THE AREA OF WORK POTENTIALLY AFFECTING LWD SEWER FACILITIES. CONTRACTOR SHALL NOTIFY LWD 48 HOURS PRIOR TO EXCAVATION OF SEWER UNDER CROSSINGS, OVERCROSSINGS, OR PARALLEL INSTALLATIONS WHERE SEWER MAY BE EXPOSED. ~1--------LE_U_C_A_D_IA_W_A_S_T-EW-AT_E_R_D_IS_T_R_IC_T _____ _ ;uci ""A"'P"'P"'R"'~=,...,,.v""2"'7= ;20"'1"'s.,....---------------------...... -s_T_D ___ D_w_G_. _N_o_.--i ~ PROTECTION NOTES FOR F RCE C33692 EXP 6/30/2020 "'~o""R""AWN;a.+11-"';cH,;',K;;aD'-f. •...aR;;aE,eav.'--1 MISCELLANEOUS PLANS -2 ;3;,r-KWB I KLH I NJF "-"=--'--=""-"-'""'--'-----------------------"--------' PN-2 4" LA YER OF DECOMPOSED \ GRANITE (951 REL. COMP., 21 ABOVE OPTIMUM MOISTURE CONTENT) CONCRETE CL.RB OR RETAINING WALL <WHERE OCCURS) NOTES• WIDTH PER PLANS 1 VARIES - - - -- -Ill II== ~-X 6" PERMALOC "CLEAN LINE" ALUMINUM EDGING PER MANUFACTUERES INSTRUCTIONS. waD AT CORNERS. ST AKE PER PERMALOC, 12" ALUMINUM ST AKES AS NEEDED II" CLASS 2 AGGREGATE BASE (95% REL. COMP., 2% ABOVE OPTIMUM MOISTURE CONTENT) 12" COMPACTED SLBGRADE (95% REL COMP., 2% ABOVE OPTIMUM MOISTURE CONTENT) I. D.G. STABILIZER TO BE BLENDED AT THE RATE OF 10 LBS. PER TON OF D.G. -AVAIL AT 1-800-336-2468. 2. D.G. TO BE LOCALLY AVAILABLE -MAX. SCREEN SIZE a", COLOR TO BE SELECTED BY LANDSCAPE ARCHITECT. 3. WHERE CONCRETE CURB OR RETAINING WALL DO NOT OCCUR AT EDGES OF D.G. PATH, CONTRACTOR SHALL PROVIDE AN ALUMINUM HEADBOARD 4. ACCESS ROAD SHALL COMPLY WITH 2020 SDGeE SERVICE STANDARDS e GUIDE 19 DECOMPOSED GRANITE ACCESS ROAD NO SCALE PUBLIC RIGHT OF WAY PRIVATE PROPERTY END OF DISTRICT BEGINNING OF CUSTOMER MAX. HEIGHT OF RESPONSIBILITY RESPONSIBILITY VALVE 5' FROM -FINISHED SURFACE. 5 I I ! ! 3 ~ W-14 ............. ,,-m ' m 1ill='TI1:¼~ I ~ 01 I l!Jjl 1=/cili'IJ!m ~ ~~ cl_ -~ Z X 6 -~ :, ~ ~ ~ -N fJ) ~ 2 ,,,.,.. & 11 •. ; -._ .-·•/ ;.~.•.:,•··: ,":.~ .. ; .. ,•,~•·.:;•.·.;,'··. ·~·-_,.1 11-1 11---~ 111 I ~ I Ill I "'- 2 4" THICK CONCRETE SLAB W / L±... J l i----n __/ 8' CLEARANCE AROUND ASSEMBLY. I I -~ L-J u_ ~ 3 NOTES: UPGRADES 1) SUBSTITUTIONS IN MATERIAL SHALL NOT BE MADE WITHOUT 1) RE-CONNECTION TO BE MADE ON STRlJCTLJALL Y APPROVAL OF THE DISTRICT. SOLID EXISTING PIPE MATERIAL (PER W ,/D INSPECTOR) 2) PIPE LENGTH SHALL BE VERIFIED IN THE FIELD. 2) ANY VALVES LOCATED BEWVEEN THE DISTRICT VALVE AND PUBLIC RIGHT OF WAY TO BE REMOVED. 3) ALL EXPOSED PIPING AND BOLTS SHALL BE PAINTED BLUE PER CURRENT VWD MATERIAL LIST (EXCLUDING BY-PASS PLUMBING) 3) EXISTING FIRE SERVICES LOCATED IN VAULTS MUST BE RELOCATED ABOVE GROUND. VAULT LID AND I j 4) ALL BY-PASS PLUMBING SHALL BE HARD COPPER OR SIDE WALLS TO BE REMOVED. RED BRASS AS SUPPLIED BY MANUFACTURER. i . 5) CONTACT THE APPROPRIATE FIRE PROTECTION DISn.lCT FOR -SPECIFICATIONS ON FIRE DEPARTMENT CONNECTION. - ENGINEER OF WORK -I ,<. STA. 6) DCDA OR RPDA, PER STATE HEAL TH DE PARTMENT APPROVED LIST. I -- DEVICE TO DETERMINED BY TYPE OF HAZARD 8348 CENTER DRIVE, STE. G. LA MESA. CA 91942 TELEPHONE /1.:..-nr-c'F:.::. 0-2033 '-' w "' • z '" '" "' • "' ""''='""" ,'C 7) BYPASS METER BACKFLOW DEVICE SHALL BE AN INCLUDED COMPONENT OF DETECTOR CHECK ASSEMBLY. LEGEND SYMBOL ITEM MATERIAL ITEM MATERIAL 1 TAPPING SLEEVE W/ GATE VALVE & TEE I 6 l BY-PASS METER W/ BACKFLOW 2 SPOOL, SAME MATERI.A.L AS MAIN LINE (7) 318" S.S. "L" ANCHOR BOLTS W.IWASHERS 3 FL 90° ELBOW 4 VALVE SU PPORT STAND W/ SADDLc= TOP 5 ST ATE APPROVED DETECTOR CHECK ASS EMBLY REVISIONS DATE: JULY 2015 DESCRIPTION APPROVED DATE VALLECITOS WATER DISTRICT STANDARD DRAWING REMOVED VALVE RISER S1EM & BY: REMOVED 45° ELBO'il' 9-9· 16 DETECTOR CHECK ASSEMBLY Drawing No. ADDED UPGR/\DE NOTES 10·21-19 (ABOVE GROUND) w-13 20 DETECTOR CHECK ASSEMBLY (MODIFIED) NO SCALE 1 DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL -fr o~ <' O; CAl-1~ "AS BUILT" RCE __ _ EXP, ___ _ DATE REVIE\./ED BY• INSPECTOR DATE CITY OF CARLSBAD ~ LJU ENGINEERING DEPARTMENT GRADING PLANS FOR: ST. ELIZABETH SETON CATHOLIC CHURCH -NEW RECTORY GR2021-0008 DETAILS SHEET ENGINEERING MANAGER OWN BY: __ M,,,__ RVWD BY:-..,E+Tf.,;E,__ CHKD BY: EME APPROVED: JASON S. GELDERT RCE 63912 EXP. 9/30/24 DATE PROJECT NO. CD 2019-0016 DRAWING NO. 467-1B VWO WO 258283 DocuSign Envelope ID: 5A238B7C-D08E-497F-A69F-6D416BA11D2E 1/26/2023 civil engineers and land surveyors Snipes-Dye associates PROP. 6' Cl.RB PEl2 DETAIL 7, Sl-lEET 7. 16' SDGEE ACCESS ROAD 7' PROP. DECOtv'POSED GRANITE PER DETAIL 19, 61-CE, 9. 42' SDGEE DG ACCESS ROAD 6' SDGEE EASEMENT PER DOC. NO 79-086037 SECTION A NO SCALE ~t ?~ I I I I 3' I I I I PROP. MASOl'>RY: \ I RETAINING WALL I I ------PEl2 DETAIL 14, f-L--_ _.___, ---- Sh.£ • 8· I I -----' lL. ~ -----1 I ~q-,'-r -------------1/'~]f, EXIST. SLRFACE ~-IY~ I PROP. RECTORY BUILDING FFE = 510.50 PAD• 510.08 (REFER TO CITY OF CARLSBAD DWG NO. 467-IM FOR ADDITIONAL INFORMATIONJ ----2SMIN ------- 11~11 ~11!!!~ 11~1!Tt1fr ~ll~fF-1 11~~ PROP. ROLLED CURB PER DETAIL 3, SI-EET 7. PROP. DECOtv'POSED GRANITE PEl2 DETAIL 19, SI-EET 9. 46' (9 SECTION C NO SCALE 62.5' PROPMASO!',RY RETAINING WALL PEl2 DETAIL 14, Sh.£,' 8. I I I I I I I I I I PROP. RECTORY BUILDING FFE = 510.50 PROP. ATRIUM DRAIN PER DETAIL II, SI-EET 8. -- I I I I ~IST. SURFACE PAD= 510.08 (REFER TO CITY OF CARLSBAD DWG NO. 467-IM FOR ADDITIONAL INFORMATION) " 'EXIST. SURFACE SECTION B NO SCALE 1'0FESS1 0 ~ ~~"'-,, "'"'tp < ,:}' P. ~ ~ ,_ 0 "' " --~ r-z 8348 CENTER DRIVE, STE. G, LA MESA, CA 91942 ~ No, 79546 ;;: ENGINEER OF WORK ' ' ,\·,1,111 ,.,....., 15" I I I I I I I I I I I I I I / PROP. 4' PERFORATED SUBDRAIN PER DETAIL 8, Sl-lEET 7. I 12·1 \. _,/ r----------...... ,....,6=:a,-j ,). .( ., ., ' ' ., I " ' I ~"~. -----,:r-.,-. -,. ---, ~ I ~,qv ~· · __ "-~•·-"----A·."'------"'~ I 19• I 11 AS BUILT'' RCE __ _ EXP, __ _ DATE REVIEVED BY, INSPECTOR DATE TELEPHONE ( ;,,~ 697-9234 FAX }fj,)9),160-2033 "'• ~-9-30~ ;' MATT1:~/1utz) --'RC/-.. cc:.:;,.l,r, .. / 7f-9-54_6__ ~~r< o: 1 vc 1:~,~o~~,~ ~ CIJNlNE~!NG ~b~~~]AD W ~--------E_x_P1R_E_s _'{:'.::.9-_3""'0-::..-:.JA __________ ~------1 GRADING PLANS FOR: ST. ELIZABETH SETON CA THOL/C CHURCH -NEW RECTORY GR2021-0008 DETAILS SHEET APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXP. 9/30/24 DATE /1\ l----+---l~~------------+---+-----,1----+-----I D\\N BY: AA DATE INITIAL DATE INITIAL DATE INITIAL RVWD BY: Eiv)E PROJECT NO. CD 2019-0016 DRAWING NO. 467-1B ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHKD BY: Er-1E VWO WO 258283 DocuSign Envelope ID: 5A238B7C-D08E-497F-A69F-6D416BA11D2E 1/26/2023 civil engineers and land surveyors Snipes-Dye associates Distonce between gate posts is gote length shown on plans -----------, Fittings\\~-------Length of go e leaf--------~ 1 , Gate Truss Intermediate Truss Hinge fFr□me rRods-Member, ,-Rods - Post Top Gate Pos Repeat ),(;,\(·)s~~✓x,,,x,,,,'"-'11 opposite ,,tl atc}1-<-<" side X )<;,_X X )< X x' >'.,xx :><,X><xx,:.11 X ;,,;. ><_ X XX A A xxx,.\.:,✓ X -Plunaer Bar \ )< X eficev< X • X XX X X S'_I_ :: :~ I'----Gate Stop Fe~~ g~ight "-Roadway or ground "'--1 Q" diameter stop footing Omit if roadway 1s concrete • 0 I HALF ELEVATION DOUBLE SWING GATE "' NOTES 1. All footings shall be 520-C-2500 concrete. 2. The following items shall be furnished and installed only when shown on the plans and/or called for in the special provisions: a. Barbed wire b. Ext ension post 3. Chain link fence shall conform to Section 206-6 of the Standard Specification for Public Works Construction unless specifically noted on this drawing. EXTENSION POST AND BARBED WIRE Latch past "' I Truss Panel Lack type fork latch L 2" _J .~ . ., :-12" --1 I t ~ footing -4 times out side diameter of post. / Clear opening shown on , , plans. 3 ta 6 I/Gate Post · Tie fabric top and frame with 1 1 gage ~ wire. 12" min. dia. WALK GATE 3/8" dia. tension rod & tightener for gat es over 3'. LEGEND ON PLANS ---=--------o-- Revision By Approved Date A.Kcrr:hrvnl 1217~ SA N DIEGO REGION.AL STAl'1CARD JRAWING RECOMMENDED SY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE ORIGINAi_ Deleie Metric D. Gers;choffB 05/12 Reviewed 0. Gcrxhotfo 12/ 1 S Reviewed 0 Ger"lr.hoffo 70/18 NOTE• CHAIN LINK GA TE DRA\\1NG NUMBER 10 ',?5.JOtS 1924-6 · Dute M-05 I. C><AINLINK GA TE S><ALL MA TC>< VINYL COATING PER DETAIL 22, T><IS S><EET. ~ VINYL CHAIN LINK GA TE NO SCALE I I I I 10' MAX FOOTING I 2" I t l MID-RAIL IF FENCE HEIGHT EXCEEDS 8' NOTES: 10' MAX POST TOP TOP RAIL ',,_ CROWN FOR DRAINAGE 2" r DEPTH = 2' -6" FOR FENCE HEIGHT OF 5' OR UNDER. DEPTH = 3' -O" FOR FENCE HEIGHT OF OVER 5' DIAMETER OF FOOTING= 4 TIMES OUTSIDE DIAMETER OF POST.-/ 1. ALL FOOTINGS SHALL BE 520-C-2500 CONCRETE. -· ~CORNER OR END POST ___.,-STRECHER BAR 1 __ ,_ FASTENERS ,CROWN FOR / DRAINAGE • ;i : ~~ " ' ;-GROUND LINE 2" 2. THE FOLLOWING ITEMS SHALL BE FURNISHED AND INSTALLED ONLY WHEN SHOWN ON THE PLANS OR CALLED FOR IN THE SPECIAL PROVISIONS: A BARBED WIRE B. EXTENSION ARM 3. CHAIN LINK FENCE SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION UNLESS SPECIFICALLY NOTED ON THIS DRAWING. 4. CHAIN LINK FENCE AND ALL FITTINGS SHALL BE 22 MIL PRESSURE-BONDED, OR 7 MIL THERMALLY-FUSED VINYL COATED, OVER 9 GAUGEALUMINIZED STEEL CORE FABRIC, PRIOR TO COATING. POSTS AND RAILS SHALL BE GALVANIZED STEEL PVC VINYL BONDED, 10-14 MIL (COLOR SHALL MATCH FABRIC). 5. CHAIN LINK FABRIC SHALL HAVE KNUCKLED FINISH ON TOP EDGE. 6. THE FOLLOWING SHALL BE NOTED ON PLANS OR SPECIFICATIONS: A COLOR OF FENCE AND FITTINGS B. MATERIAL AND FITTING STEEL CLASS: 1 OR 1A C. WIRE CLASS: 1 OR 1A 7. SEE M-20 FOR ADDITIONAL DETAILS LEGEND ON PLANS ~ ~ VINYL CHAINLINK FENCE NO SCALE ENGINEER OF WORK 8348 CENTER DRIVE, STE. G, LA MESA, CA 91942 TELEPHONE 60-2033 1 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION 1'0FESS1 0 ~ "'"" ,.,<> < ~ ~ ,.. " ., -z " "" uJ "' "' "' • • "',-,"< fie..//-.., "e-Ci6-.\..\'<0 o; DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL "AS BUILT" RCE EXP, DATE REVIE\./ED BY• INSPECTOR DATE uEJ 1 CITY OF CARLSBAD w 4 ENGINEERING DEPARTMENT GRADING PLANS FOR: ST. ELIZABETH SETON CATHOLIC CHURCH -NEW RECTORY GR2021-0008 DETAILS SHEET ENGINEERING MANAGER OWN BY: _ _,M __ _ RVWD BY:_-;;E+#;;Ee--- CHKD BY: EME APPROVED: JASON S. GELDERT RCE 63912 EXP. 9/30/24 DATE PROJECT NO_ CD 2019-0016 DRAWING NO_ 467-1B VWO WO 258283 DocuSign Envelope ID: 5A238B7C-D08E-497F-A69F-6D416BA11D2E 1/26/2023 STORM WATER POLLUTION PREVENTION NOTES APN : TIER 2 CITY STORM WATER POLLUTION PREVENTION PLAN (TIER 2 SWPPP) AREA OF DISTURBANCE CONSTRUCTION THREAT: OWNER/APPLICANT: SITE ADDRESS: EMERGENCY CONTACT : SHEET INDEX: OWNER'S CERTIFICATION: WEATHER TRIGGERED ACTION PLAN VICINITY MAP LEGEND CASQA Designation Construction Activity (BMP) Description Best Management Practice* Erosion Control Sediment Control BMPsBMPs Tracking Control BMPs Non-Storm Water Management BMPs Waste Management and Materials Pollution Control BMPs BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE civil engineers and land surveyors Snipes-Dye associates GENERAL SITE MANAGEMENT REOUIRE/,fENTS THE FOLLOWING GENERAL SITE MANAGEMENT REQUIREMENTS SHALL BE ADHERED TO THROUGHOUT THE DURATION OF THE CONSTRUCTION WORK (YEAR ROUND). 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT: FR. MICHAEL ROBINSON Ar (760) 438-3393. 2. DEVICES SHOWN ON CITY APPROVED PLANS SHALL NOT BE MOVED OR MOD/RED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. J. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TD THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 4. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORSEEN CIRCUMSTANCES WHICH MAY ARISE. 5. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBUC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 6. GRADING AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 7. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN AVE (5) DAY RAIN PROBABIUTY FORECAST EXCEEDS FORTY PERCENT (40%}. SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 8. ALL GRAVEL BAGS SHALL CONTAIN 3/4 INCH MINIMUM AGGREGATE. 9. ALL EXPOSED DISTURBED AREAS MUST HAVE EROSION PROTECTION BMPs PROPERLY INSTALLED. THIS INCLUDES ALL BUILDING PADS. UNRNISHED ROADS. AND SLOPES. 10. ADEQUATE PERIMETER PROTECTION BMPs MUST BE INSTALLED AND MAINTAINED AND WILL BE UPGRADED, IF NECESSARY. TO PROVIDE sumcJENT PROTECTION FROM RUNOFF DURING RAIN EVENTS. 11. ADEQUATE SEDIMENT CONTROL BMPs MUST BE INSTALLED AND MAINTAINED. 12. ADEQUATE BMPs TO CONTROL OFFS/TE SEDIMENT TRACKING MUST BE INSTALLED AND MAINTAINED. 13. A MINIMUM OF 125% OF THE MATERIAL NEEDED TOO INSTALL STANDBY BMPs TO PROTECT THE EXPOSED AREAS FROM EROSION AND PREVENT SEDIMENT DISCHARGES. MUST BE STORED ONSITE. AREAS ALREADY PROTECTED FROM EROSION USING PHYSICAL STAB/LIZA TION OR ESTABUSHED VEGETATION STAB/LIZA TION BMPs ARE NOT CONSIDERED TO BE "EXPOSED" FOR PURPOSES OF THIS REQUIREMENT. 14. THE OWNER/DEVELOPER/CONTRACTOR MUST FOLLOW "WEATHER TRIGGERED" ACTION PLAN AND BE ABLE TO DEPLOY STANDBY BMPs TO PROTECT THE EXPOSED PORTIONS OF THE SITE WITHIN 48 HOURS OF A PREDICTED STORM EVENT (A PREDICTED STORM EVENT IS DEFINED AS A 40% CHANCE OF RAIN WITHIN A 5-DA Y NATIONAL WEATHER SERVICE FORECAST). ON REQUEST, THE OWNER/DEVELOPER/CONTRACTOR MUST PROVIDE PROOF OF THIS CAPABILITY. 15. DEPLOYMENT OF PHYSICAL OR VEGETATION EROSION CONTROL BMPs MUST COMMENCE AS SOON AS SLOPES ARE COMPLETED. THE OWNER/DEVELOPER/CONTRACTOR MAY NOT RELY ON THE ABILITY TO DEPLOY STANDBY BMP MATERIALS TO PREVENT EROSION OF SLOPES THAT HA VE BEEN COMPLETED. 16. THE AREA THA r CAN BE CLEARED, GRADED, AND LEFr EXPOSED Ar ONE TIME JS LIMITED TO THE AMOUNT OF ACREAGE THAT THE CONTRACTOR CAN ADEQUATELY PROTECT PRIOR TO A PREDICTED RAIN EVENT. FOR LARGER SITES, GRADING SHOUW BE PHASED. IT MAY BE NECESSARY TO DEPLOY EROSION AND SEDIMENT CONTROL BMPs IN AREAS THAT ARE NOT COMPLETED, BUT ARE NOT ACTIVELY BEING WORKED BEFORE ADDITIONAL GRADING IS ALLOWED TO PROCEED, AT THE DISCRETION OF THE CITY INSPECTOR. 17. ALL DISTURBED AREAS THAT ARE NOT COMPLETED AND/OR NOT BEING ACTIVELY GRADED MUST BE FULLY PROTECTED FROM EROSION IF LEFT FOR 14 OR MORE DA l'S. THE ABILITY TO INSTALL BMP MATERIALS IN A PROMPT MANNER IS 1J1ll. sumCJENT. BMPs NEED TO BE INSTALLED IN THESE AREAS. 18. BMPs MUST BE STOCKPILED AT VARIOUS LOCATION THROUGHOUT THE PROJECT SITE THROUGHOUT THE YEAR. WHENEVER THERE JS A 40% CHANCE OR GREATER OF A RAIN WITHIN A THREE (3) DAY FORECAST, THE INSPECTOR WILL VERIFY THAT BMPs ARE ADEQUATELY STOCKPILED. BMPs MUST BE STOCKPILED AND READY FOR DEPLOYMENT WHEN THERE IS 50% CHANCE OF RAIN WITHIN A 48 HOUR FORECAST. FAILURE TO COMPLY WITH THIS REQUIREMENT COUW RESULT IN THE ISSUANCE OF A STOP IIVRK NOTIC£ OR OTHER ENFORCEMENT ACTION. 19. ALL TREATMENT AND EROSION CONTROL BMPs MUST BE INSPECTED WEEKLY AND PRIOR TO A FORECASTED RAIN EVENT OF GREATER THAN 50%; AND AFTER A RAIN EVENT. IN ADDITION, TREATMENT CONTROL BMPs MUST BE SERVICED AS NEEDED THROUGHOUT THE YEAR. 20. IF SELECTED BMP FAILS DURING A RAIN EVENT. IT MUST BE REPAIRED OR IMPROVED OR REPLACED WITH AN ACCEPTABLE ALTERNATE AS SOON AS IT IS SAFE TO DO SO. THE FAILURE OF A BMP INDICATES IT WAS NOT ADEQUATE FOR THE CIRCUMSTANCES IN WHICH IT WAS USED. REPAIRS AND REPLACEMENT MUST THEREFORE PUT A MORE ROBUST BMP MEASURE IN PLAC£ 21. ALL CONSTRUCTION EMPLOYEES MUST BE TRAINED ON THE IMPORTANCE OF STORM WATER POLLUTION PREVENTION AND BMP MAINTENANCE. THE DEVELOPER SHALL DEPLOY STANDBY BEST MANAGEMENT PRACTICE MEASURES TO COMPLETELY PROTECT THE EXPOSED PORTIONS OF THE SITE WITHIN 48 HOURS OF A PREDICTED STORM EVENT ( A PREDICTED STORM EVENT IS DEANED AS A FORECASTED, 40% CHANCE OF RAIN BY THE NATIONAL WEATHER SERVICE}, IN ADDITION TO BMPs IMPLEMENTED YEAR-ROUND INCLUDING PERIMETER CONTROL, WIND EROSION CONTROL, TRACKING, NON-STORM WATER CONTROL, WASTE MANAGEMENT, AND MATERIALS POLLUTION CONTROL. THE NATIONAL WEATHER SERVICE FORECAST SHALL BE MONITORED AND USED BY THE DEVELOPER ON A DAILY BASIS. IF PREC/P/TA TION IS PREDICTED (40% CHANCE OF RAIN), THEN THE NECESSARY WATER POLLUTION CONTROL PRACTICES SHALL BE DEPLOYED WITHIN 48 HOURS AND PRIOR TO THE ONSET OF THE PREC/PITA TION. THE DEPLOYMENT OF THE BMPS SHALL INCLUDE BUT NOT BE UM/TED TO GRAVEL BAGS AND SILT FENCES. A MINIMUM OF 125% OF THE MATERIAL NEEDED TO INSTALL STANDBY BEST MANAGEMENT PRACTICES MEASURES TO PROTECT THE EXPOSED AREAS FORM EROSION AND PREVENT SEDIMENT DISCHARGES MUST BE STORED ON-SITE. AREAS THAT HAVE ALREADY BEEN PROTECTED FROM EROSION USING PHYSICAL STAB/LIZA TION OR ESTABLISHED VEGETATION STABILIZATION BMPS AS DETERMINED BY THE CITY OF CARLSBAD ARE NOT CONSIDERED TO BE "EXPOSED" FOR THE PURPOSES OF "WEATHER TRIGGERED ACTION PLAN~ AN ADEQUATE SOURCE OF EQUIPMENT AND WORKERS SHALL BE AVAILABLE FOR DEPLOYMENT OF "WEATHER TRIGGERED BMPS~ EROSION CONTROL HYDROSEED/NG, PLANTING AND /RR/GA TION 1. ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPEC/RCA TIONS AND THE FOLLOWING: A HYDROSEED/NG SHALL BE APPLIED TO: 1 ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY AR£· o. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO PUBUC 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.· o. Nor SCHEDULED FOR IMPROVEMENTS (CONSTRUCTION OR GENERAL LANDSCAPING} 'NITHIN 60 DA l'S OF ROUGH GRADING. b. /DENT/RED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HA VE ANY SPECIAL CONDITION /DENT/RED BY THE CITY ENGINEER THA r WARRANTS IMMEDIATE TREATMENT. 8 HYDROSEED/NG AREAS SHALL BE /RR/GA TED IN ACCORDANCE WITH THE FOLLO'NING CRITERIA: 1 ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE: o. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL Sl'STEM OF LOW PREC/PITA TION SPRINKLER HEADS PROVIDING 100% COVERAGE: b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTIONAL Sl'STEM OF LOW PREC/PITA TION SPRINKLER HEADS PROVIDING 100% COVERAGE: 2 AREAS SLOPED LESS THAN 6: 1 SHALL BE /RR/GA TED AS APPROVED BY THE CITY ENGINEER. PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/GA TION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPEC/RC REGARDING THE NUMBERS. TYPE. AND COSTS OF THE ELEMENTS OF THE PROPOSED Sl'STEM. 3 /RR/GA TION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GRADING OF THE HYDROSEEDED GROWTH. C HYDROSEED/NG MIX SHALL CONSIST OF ALL OF THE FO/..LO'NING: 1 SEED MIX SHALL CONSIST OF NO LESS THAN: o. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs PER ACRE OF ZORRO FESCUE c. Jibs PER ACRE OF E SCHOOL CIA CAUFORNICA d. 4 lbs PER ACRE OF ACHILLEA MILLEFOLIA e. Jibs PER ACRE OF AL YSSUM (CARPET OF SNOW) f. 1/2 lb. PER ACRE IF DIMORPHOLECA g. ITEMS c, d, e, AND f OF THIS SUBSECTION MAY BE OMITTED ON VISIBLE FROM EITHER A PUBUC STREET OR RESIDENTIAL STRUCTURES. h. ITEM o OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN AXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASING BEFORE HYDROSEEDING. i. ALL SEED MA TERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGR/CUL TURE CERT/RCA TION TAG A rTACHED TO, OR PRINTED ON SAID CONTAINERS. j NON-PHYTO-TOX/C WEmNG AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2 TYPE 1 MULCH APPLIED Ar THE RA TE OF NO LESS HAN 2000 lbs PER ACR£ TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, WHEN STRAW IS USED, IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% IF THE STRAW INTO THE SOIL. 3 FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE. 16-20-0 'NITH 15% SULPHUR APPUED AT THE RATE OF 500 lbs. PER ACR£ D AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEED/NG: 1 ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMB/NA TION OF: o. TRACK WALKING SLOPES STEEPER THAN 6: 1. b. HARRO'NING AREAS 6: 1 OR FLATTER THAT ARE sumCJENn. Y FRIABL£ 2 AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLO'NING CONDITIONS EXIST: o. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BIT NOT SATURATED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. E HYDROSEEDING AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENll. Y LANDSCAPED OR, FOR AREAS WHERE HYDROSEED/NG IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. 2. ALL SLOPES SHALL HA VE /RR/GA TION INSTALLED AND BE STABIUZED, PLANTED AND/OR HYDROSEEDED 'NITH/N TEN (10) DAl'S OF THE TIME WHEN~ SLOPE JS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 3. SHOUW GERMINATION OF HYDROSEEDED SLOPES FAIL ro PROVIDE EmCJENr COVERAGE OF GRADING SLOPES (90% COVERAGE) PRIOR TO OCTOBER 1, THE SLOPES SHALL BE STABILIZED BY AN APPROPRIATE EROSION CONTROL MA mNG MATERIAL APPROVED BY THE PUBLIC WORKS INSPECTOR. 4. LANDSCAPING SHALL BE ACCOMPUSHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT OR AS DIRECTED BY THE CITY ENGINEER OF PLANNING DIRECTOR. 5. THE OWNER/APPLICANT SHALL ENSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THIS CONSTRUCTION SWPPP SHOWN ON ANY GRADING PLANS. LANDSCAPE AND /RR/GA TION PLANS. AND IMPROVEMENT PLANS AS REQUIRED FOR THIS PROJECT WORK. C: -C: C: .2 -.2 .2 C: "' -"' "' ai --0, 0 "' C: "' § 0 0 C: ~ .!;?' E C: ~ C: .2 -.5 .5 .2 ,9-0 0 0 § -I:: "' -:::;; "' "' 0, -~ .!!! -~ ~ :, t, 0, -~o C: "' .s "' "' "' ~ tZ' 0 C: "' ., o~ 0, §-"' .s: -~ .2 -Oo C: "' C: § ,g _ "' "' 0, ~ .s: a:, g. 8~ 8 a; "' --o~ C: 0, "' ., "' ,!: ,g .s: --a; "' .Q§ .s 'ti .s § ~ 0, "' "' "' ,g "' "' :::;; ~ "' C: C: ;,, ai ➔ "' "' "' (/) "' & 0, e ~ ]~ C: C: c::, ::, -., "' "' -"' "' :, ~ Q) ~ 0 -0 V) .£: "' "" 0"' C: C: 0 0, "' i~ :, E ., E ~ 0, "" a:, 0, o_Q "' "' -:::;; c::, 0, C: C: c::, E C :+:; "'0 <., "' .!!! 0 "' ·5 "" a:e .g ., -., "' >< ~ "' 0 ·"' "' ~:it; I...~ o,~ ~ .£; % ~ 0, a,.£: .c: 0 ~ -t; ] -:, '€l E ~ ~m ·-0, 0, ... 0, i "' "' "' ... "' :, ·-"' C: 0 -g -5= § ~ e "' 0 O 0 O 0 "' --........ s cc~ -g ... -g 0 ., 0 ·s: ~ l& Q) ,fa 0 0 ... 0 §--"' "' & ~ c., a 0 0 ~o -.c: "' ~o ~ 0 :.::: § .... C: C: C: ct L!'j "' ~ ~~ V) c'l 6 ~ tr) g -... -0, ti & i ct &8-& ~ts o-0 -c5l :::;; 0 0 0 0 <!) vj (/) a.. (/) .s :::;; (/) :::;; (/) :r: :::;; u:::;; ➔ "' .... " 00 0, -"' " 00 c::, "' -"' " 00 -"' "' .... "' <o 00 --.... "' <o --I I I I I I I I I I I I I I I I J, I J, J, I I I I I I I f;l f;l f;l f;l f;l f;l bJ bJ bJ bJ bJ bJ bJ bJ ~ ~ (/) i i i i i i i :;a: :;a: :;a: :;a: Gradina/Soif Disturbance Trenchina/Excavation X X >< >< X >< X X X >< X >< X Stockoilina 'x '>,! '>< -...,..,.-= = -...,..,.->< X X -...,..,.->< ><.. Ori/lino IRorino X Concrete/ Asohalt Sawcuttina X X >< -...,..,.-= = -...,..,.->< ?-... >< >< .>< >< Concrete Flatwork X X >< >< >< >< >< >< X >< >< >< >< X Povinq X X >< _..><... ?"--_..><... >< >< X >< >< >< >< ) Conduit/Pipe Installation X X >< >< X >< X X X X X >< X Stucco/Mortar Work X X >< >< .>-.. _..><... >< >< 'x _..,><..., >< ',<' >< ) Waste Disposal X X >< >< X >< X X X X X >< X Stoaina/Lay Down Area /'._ /'._ >< >< ?"--_..><... _..,><..., >< 'x >< >< >< Eauioment Maintenance and Fuelina X X >< >< >< >< >< >< X >< >< >< X Hazardous Substance Use/Storaae X X >< >< ),<... ,.,< >< >< 'x >< >< >< Dewaterina Site Access Across Dirt Other Oist l: Instructions: 1. Check the box to the left of all applicable construction activity (first column) expected to occur during construction. 2. Located alon_9 the top of the BMP Table is a list of BMP's with it's corresponding California Stormwoter Quality Association (CASQA) designation number. Choose one or more BMPs you intend to use during construction from the list. Check the box where the chosen activity row intersects with the BMP column. J. Refer to the CASQA construction handbook for information and details of the chosen BMPs and how to apply them to the project. SYMBOL DESCRIPTION FIBER ROLLS ..... . . SEc5 ......... ---0---- GRAVEL BAG BARRIER ... STREET SWEEPING E VAa.J.JMING STORM DRAIN INLET PROTECTION PAVING AND GRINDING ... OPERATIONS CONCRETE CURING .... CONCRETE FINISl-llNG MA TB!IAL STORAGE. .. SE-6. ... SEc7 .. .. SEalO .. .. NSc3 ....... . . .... NScl2 ....... . . ...... NScl3. . ............... WMcl MA TB!IAL USE ......................... WMc2 ........ SPILL PREVe,JTION Af\O. . . . . . ............... WMc4 CONTROL SOLID WASTE MANAGEM3\IT ............. WMc5 CONCRETE WASTE MANAGEtvENT ........ WMc8 ...... . SANITARY WASTE MANAGEMS\IT ........ WM-.9 ....... . LIQUID WASTE MANAGEMENT .............. WMclO. MAINTAIN NATLRAL DRAINAGE PAT>-lWAYS ..................... SDcl CONSERVE NATLRAL AREAS ............. SDc2 ........ . MINIMIZE IMPERVIOUS AREAS ............ SDc3 . MINIMIZE SOIL COrll'f'ACTION ............. SDc4 I ss I 0 !PGO! I eel I CF I I MS I lt••-il !SPC! ~ I CW! I swl I LW I I UNDERSTAND AND ACKNOWLEDGE THAT I MUST.· (1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPs) DURING CONSTRUCTION ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO A VOID THE MOBIUZA TION OF POLLUTANTS SUCH AS SEDIMENT AND TO A VOID THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELATED POLLUTANTS; AND (2) ADHERE TO, AND AT ALL TIMES. COMPLY 'NITH THIS CITY APPROVED TIER 2 CONSTRUCTION SWPPP THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE CONSTRUCTION WORK IS COMPLETE AND SIGNED OFF BY THE CITY OF CARLSBAD. FR. MICHAEL ROBINSON 11-09-22 OWNER(S)/ OWNER'S AGENT NAME (PRINT) DA TE ~. ~ ~ /I-'1-2. ~2...2-. OWNER(S)/ OWNER'S AGENT NAME (SIGNATURE) DATE ENGINEER OF WORK -" uJ "' • z "" "' "' • "' """~,,. ," '1,: o"'°-i/o <' OF' C~'-1~ CITY OF OCEANSIDE HIGHWAY 78 GI CITY OF VISTA SITE TY OF N MARCOS PACIFIC OCEAN CITY OF ENCINITAS SHEET 12: Till.£ SHEET SHEET 13: EROSION CONTROL PLANS 215-330-01 6628 SANTA /SABEL STREET CARLSBAD, CA. 92009 AREA OF D/SnJRBANCE 7.300 S.F. (n-1/S AREA INCLUDES BUT IS NOT LIMITED ro OFF-Sir£ WORK INCLUDING PUBLIC IMPROVEMENTS AND TEMPORARY D/SnJRBANCE SUCH AS VEHICLE AND EQUIPMENT STAGING AREAS, CONSTRUCTION WORKER FOOT TRAmc, SOIL/GRAVEL PILES, UTlLITY TRENCHES, BACKRLL CUTS AND SLOPE KEYWA l'.S') CONSTRUCTION THREAT TO STORM WATER QUAUTY (CHECK BOX): ll!I HIGH □MEDIUM NAME: FR. MICHAEL ROBINSON ADDRESS: 6628 SANTA /SABEL ST., CARLSBAD, CA 92009 TELEPHONE NO.: (760) 438-3393 NAME: FR. MICHAEL ROBINSON ADDRESS: 6628 SANTA /SABEL ST., CARLSBAD, CA 92009 TELEPHONE NO.: (760) 438-3393 "AS BUILT" RCE __ _ EXP, ___ _ REVIE\./ED BY: INSPECTOR ~ CITY OF CARLSBAD lJU ENGINEERING DEPARTMENT DATE DATE ~ LJU IMPERVIOUS AREA DISP~SION ........... SDc5 ........ . I SO-I! ~ I so-31 !SD-4 ! ISD-5 I -----~-------..::.......::;__ ________ ~---------I GRADING PLANS FOR: PREVENTION OF ILLICIT DISCl-lARGES INTO MS4. . . . SCcl STORM DRAIN STENCILING ................. SCa2. ....... . PROTECTION OF STOl2ED MA TB!IALS IN WORK AREA ......... SCs4 I SC-I I ! SC-2! I sc-4J 1 DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL ST. ELIZABETH SETON CATHOLIC CHURCH -NEW RECTORY GR2021-0008 SWPPP TIER 2 ENGINEERING MANAGER D'NN BY: _.,,.A.,A __ RVWD BY:_E"'EM,,EE..__ CHKD BY: EI APPROVED: JASON S. GELDERT RCE 63912 EXP. 9/30/24 DATE PROJECT NO. CD 2D19-0016 DRAWING NO. 467-1B VWO WO 258283 DocuSign Envelope ID: 5A238B7C-D08E-497F-A69F-6D416BA11D2E 1/26/2023 GGG G G TIER 2 STORM WATER POLLUTION PREVENTION PLAN (SWPPP)civil engineers and land surveyorsSnipes-Dyeassociatesz4. 83TC 36FL I I I I I I I I I I I I \ I I I I I I I I I I I I I I I I I I I / / \ Gi;1A VEL. BAGS PER SE-6 (T'J'P.). ,.-,c::-==1F1--~----,.-,,.----;--. • . •• .. . 4 4 .• ., ; . 1-!-l-___"c_' ~~---. . . . APP!;iOXIMA TE LIMITS OF WORK ----'-," ,-----' 4 • • .. / .· ; :a:'-/ ' ' / I / / • FIBE!;i • 4 .. • • • • EXISTING CONFERENCE BUILDING N -EiD-10 5 o 10 ro w .__I ___,~,----1 __ 1-___,1 SCAL.8 1"•10' ' • • " '-SE--5 ... SD-I . . • • • • -":0:-" STOQM DRAIN INLET PROTECTION _.,-4 • • . . PER SE-1O <TYP,), -" -" , ..:,I .:.I 1' .:.I ..:,I .:.I ..:,I .:.I .,, .,, APPROXIMATE LIMITS OF WOQK-" -" .:.I ~ ..:,I .::,J ..:,I .::,J ..:,I ..:,I .::,J (so-21 ..:,I ~;1] .. " -4 4 4 ". 4. ~ "": ···. ----~ . . ' ~ ~ 1. ~· 4 • • PROPOSED RECTORY BUILDING lso-41 • FIBER ROLLS PER SE-5 <TYP.). .,, • \ .,, 01' oo .,,Q)~ .~.,, LOCATION TO BE DETERMINED BY CONTRACTOQ. s .,, .,, .:.I .:.I .:.I .:.I 1-.5' c:::, v-\ .• 4 ' . 4 .. • • • • . • 4 • • ' '" .. 4 • • 4 • • • • '.l, • .. • • 4 • • 4 4 . . . " 4 ., EXISTING· • KIOSK TORM DRAIN LET PROTECTION SE-1O <TYP.). . ·" -~ . i ~ ..... · .. 4 • . . . • • 4 .. • PROXIMATE • IMITS OF WOQK •. 4 • • . . • " • 4 • • • 4 • Gi;1A VEL. BAGS PER .............. ................. . . . . . . . . . . . . . . . . . . . .................... . . . . . . . . . . . . . . . . . . . . . . . ......................... . .-.-::::::::::::::::::::::::::::if.:::::--_.:::::::::::::::::-.-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-::: . -:-:-:-:-:-:-:-:-:-:-: .-.-::::::::::::::@::::::::::::::· .-.-::::::::::::::::::::::: ...................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................ <TYP.). ' . ifJ'f~~~~K ' .. "A"' ... ""· ... :9 ~;,-'• . 4 • • . .. > {? EXISTING PARKING n ' • • • • • • 4 .. . . 4 ' 4 • • 4 ' 4 • • • • • 4 ENGINEER OF WORK 8348 CENTER DRIVE, STE. G, LA MESA, CA 91942 TELEPHONE 'f;_;;c:;-'-'F, 60-2033 " w "' • LEGEND FIBER !;iOLLS. . . . . . ........................... SEc5 ......... ---0----GRAVEL BAG BARRIER ...................... SE-6. . . .... . STREET SWEEPING I; VACWMING STORM DRAIN INLET PROTECTION ....... SEc7 .. ......... SEclO PAVING AND Gi;11NDING ..................... NSc3 ........ . OPERATIONS CONCRETE C~ING ......................... NScl2 ....... . CONCRETE FINISl-llNG .............. NScl3 MATERIAL STORAGE. . ....... WMcl.. MATERIAL USE ......... WMc2 .. SPILL Pl2EVENTION AND. . . . .WMc4. CONTROL SOLID WASTE MANAGBveNT ............. WMc5 CONCl<ETE WASTE MANAGae'IIT ...... WMc8 .... . SANITARY WASTE MANAGEMENT ........ WM-.9 ....... . LIQUID WASTE MANAGEMENT .............. WMcl.O ...... . MAINTAIN NA~AL DRAINAGE PATl-lWAYS ..................... SDcl... CONSERVE NATURAL AREAS ............. SDc2. MINIMIZE IMPERVIOUS AREAS ............. SDc3 ........ . MINIMIZE SOIL COMPACTION . . ... S0c4. ..... . IMPERVIOUS Al<EA DISPERSION ........... SDc5 PREVENTION OF ILLICIT DISCl-lARGES INTO MS4. . . . . . . . . . . . ........ SCcl STORM DRAIN STENCILING. . . . . ........... SCa2 ....... . PROTECTION OF STOQED MATERIALS IN WOQK AREA ........ SCa4 DIRECTION OF FLOW ...................................... . I ss I 0 IPGOI lccl ICF I IMSI lwl !SPCI ~ lcwl lswl !LWI lso-il ~ I so-31 lso-41 ISD-51 I SC-I I I sc-21 lsc-4 REFER TO Tl-IE "CALIFOQNIA STORMWATER BMP HANDBOOK FOQ CONSTRUCTION" FOR DETAILS OF I.□ WED BEST MANAGEIIIENT PRACTICES CBMPS), NOTES I. CONTRACTOQ SHALL PROTECT SPOIL AND MATERIAL STOQAGE PILES FROM MOVEMENT OF SILT VIA WATER AND WIND EROSION. 2 CONTRACTOQ TO INSTALL STABILIZED CONSTRUCTION ENTRANCE/EXIT AT POINT OF ACCESS TO CONSTRUCTION SITE TO REDUCE TI-E TRACKING OF MUD AND DIRT. 3. CONTRACTOR SHALL PROVIDE PROTECTION AT FIRST DOWNSTl<EAM INLET FROM WOl<K AREA . 4. CONTRACTOR TO REPAIR ANY DAMAGED SURFACE IMPROVEMENTS TO TI-E SATISFACTION OF TI-E CITY OF CARLSBAD. NOTES: I. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND NOTIFY CAMPUS 14 DAYS IN ADVANCE OF ANY INTERRUPTIONS IN SERVICE. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ANY EXISTING UTILITY SHOWN OQ NOT SHOWN . 2. LOCATION OF EXISTING UTILITIES ON TI-IIS PLAN ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOQ PRIOR TO CONSTRUCTION. 11 AS BUILT" RCE __ _ EXP. ___ _ REVIE\./ED BY: INSPECTOR "' """=="" , ... -1,-_ 0~ <o, c~L1~ • ~ CITY OF CARLSBAD LJ.;!_j ENGINEERING DEPARTMENT DATE DATE ~ U1._J ~-~--~------___:,._.,::_ ______ ~-~--~-~~--I GRADING PLANS FOR: 1 DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ST. ELIZABETH SETON CATHOLIC CHURCH -NEW RECTORY GR2021-0008 SWPPP TIER 2 ENGINEERING MANAGER D\\N BY: -~AA~_ RVWD BY:_=Et::!~E_ CHKD BY: EME APPROVED: JASON S. GELDERT RCE 63912 EXP. 9/30/24 DATE PROJECT NO. CD 2019-0016 DRAWING NO. 467-1B VWO WO 258283 DocuSign Envelope ID: 5A238B7C-D08E-497F-A69F-6D416BA11D2E1/26/2023 civil engineers and land surveyors Snipes-Dye associates \ " • A I • ~ I • .. /. ~ • • ' •. 4 4 I , ) I • • .• • ~ / 4 . . • s . ' I • 0 I ., , 4 • • • ·•. 4 • • ·~ <l ~.;, ·~ ' • • 4 . •• • ll! I • 4 • I • • \ • 4 • • '-I' " ~ :., A. ;:z cs, I • ' I • • FIBER ROLLS PER " SE-5 CTYP .>. • • ~ • • •• 3= I .. I 4 •• 5;, ® • ® I S;o • I A • • • \ .. • 4 <I.' 4, ~ l.r') I • 4 ~ I • ¼') • \ • " ' VJ\1 • # I • 4 • • ' • •· 4 I>-. ' • l<l • • I L ·-N L . • • ~ Ill! • I L -EiD- 10 5 0 10 20 30 .___I~ I I I SCALE• 1"·10' \ \ \ w • • . ·L • • \ \ \ \ I I 6"FIRE SERVICE w I I w\ \ ::;;: fi ' CT' I"-(') ID ~.~~ rr_ z <( 2 ~ IDL Ill I-<l. s '25::;;: <l. N x Ill ::;;: ~ r 0 □ ::;;: I LEGEND FIBEl< ROLLS GRAva BAG BARRIER ...................... SE-6 ........ . STREET SWEEPING!; ....................... SE-7 ........ . VACU..JMING STORM DRAIN IN.ET PROTECTION PAVING AAO GRINDING .. OPERATIONS .... SE-10 .... CONCRETE Cl.RING. . . . . . . . . . ............... N&:12 ...... . CONCRETE FINIS~ING .. MATERIAL STORAGE ... MATERIAL USE SPILL PREVENTION AND CONTROL .... N&:13 ... . . ... WMcl. .. . ... WMc2 .... . .... WMc4 .. . SOLID WASTE MANAGEMENT .............. WM-:5 ....... . CONCRETE WASTE MANAGEMENT ........ WMc8 .. SANITARY WASTE MANAGEMENT ......... WM-9 ....... . LIQUID WASTE MANAGEMENT ............ WMclO ..... . MAINTAIN NATIRAL DRAINAGE PA~WAYS. CONSERVE NATIRAL AREAS .............. SDc2 ........ . MINIMIZE IMPERVIOUS AREAS ............ SDc3 MINIMIZE SOIL COMPACTION . . . . SDc4 111/FERVIOUS AREA DISPERSION. . . . . ..... SDs5 ... PREVENTION OF ILLICIT DISC~ARGES INTO MS4 ....... . STORM DRAIN STBIICILING PROTECTION OF STORED MATERIALS IN WORK AREA DIRECTION OF FLOW . ... SCcl.. ...... . .... 5Cc2 ... . ... SCc4 ..... I ss I 0 !PGO! I eel I CF I !MS! I MU! !SPC! ~ I cwl I SW! I LW I I SO-I I lso-21 I so-31 lso-4 I !SD-5! I SC-I I I sc-21 I sc-41 NOTES I. CONTRACTOR SI-IALL PROTECT SPOIL AND MATERIAL STORAGE PILES FROM MOVErvENT OF SILT VIA WATER AND WIND EROSION. 2 CONTRACTOR TO INSTALL STABILIZED CONS1l<UCTION S'IITRANCE/EXIT AT POINT OF ACCESS TO CONSTRUCTION SITE TO REDUCE T~E TRACKING OF M.D AND DIRT. 3. CONTRACTOR ~ALL PROVIDE PROTECTION AT FIRST DOWNSTREAM INLET FROM WORK AREA . 4. CONTRACTOR TO REPAIR ANY DAMAGED SLQFACE IIIIFROVEMENTS TO TI-E SATISFACTION OF T~E CITY OF CARLSBAD. NOTES= I. CONTRACTOR S~LL PROTECT ALL EXISTING UTILITIES AND NOTIFY CAMPUS 14 DAYS IN ADVANCE OF ANY INTERl<LPTIONS IN SERVICE CONTRACTOR SI-IALL BE RESPONSIBLE FOR DAMAGE TO ANY EXISTING UTILITY S~OWN OR NOT S~OWN. 2. LOCATION OF EXISTING UTILITIES ON ~IS PLAN ARE APPROXIMATE AND S~LL BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. REFER TO TI-E 'CALIFORNIA STORMWATER BMP ~ FOR CONSTRUCTION' FOR DETAILS OF REFERENCED BEST MANAGEMENT PRACTICES CBIVPS>. SANT A ISABEL STREET ' ' ' ' \ " In · 1r,r1 1 R 11 1\1 11 rt KEY MAP SCALE• I" • 100' ENGINEER OF WORK 8348 CENTER DRIVE, STE. G, LA MESA, CA 91942 TELEPHONE 'I :,_:;'7'-'j':. 60-2033 -z C n, w ,., "' "' • • "' """=="" , ... "'r. 0~ < OF c~l.1~ 11 AS BUILT'' RCE ___ EXP, ___ _ REVIEVED BY, INSPECTOR ~ CITY OF CARLSBAD l11_J ENGINEERING DEPARTMENT DATE DATE ~ L_J1__J ~-~--~------___:,-,::_ ______ ~-~--~-~~--I GRADING PLANS FOR: 1 DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ST. ELIZABETH SETON CA THOL/C CHURCH -NEW RECTORY GR2021-0008 SWPPP TIER 2 ENGINEERING MANAGER D\\N BY: AA RVWD BY: £"'1£ CHKD BY: £"'1£ APPROVED: JASON S. GELDERT RCE 63912 EXP. 9/30/24 DATE PROJECT NO. CD 2019-0016 DRAWING NO. 467-1B VWO WO 258283 DocuSign Envelope ID: 5A238B7C-D08E-497F-A69F-6D416BA11D2E 1/26/2023