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HomeMy WebLinkAboutDWG 484-5D; MS 15-13; QUARRY CREEK PA R-1; 01-08i ! ··-~ ------------ GRADING NOTES (IN ADDITION TO TH£ REQUIREMENTS OF CHAPTER 15. 16 OF TH£ CARLSBAD MUNICIPAL COD£.) 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY TH£ CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. 2. APPROIML OF THIS PLAN DOES NOT LESSEN OR WAIV£ ANY PORTION OF TH£ CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY P£Rli4/N TO THIS PRO..JECT. TH£ ENGINEER IN RESPONSIBLE CHARGE SHALL REVIS£ THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE TH£ DEVELOPER OR £NGIN££R- OF-WORK FROM RESPONSIBILITY FOR TH£ CORRECTION OF ERRORS AND OMISSIONS DISCOV£R£D DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO TH£ CITY ENGINEER FOR APPROIML. 4. A RIGHT-OF-WAY PERMIT FROM TH£ CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN TH£ PUBLIC RIGHT-OF-WAY. PRIOR TO PERMIT ISSUANCE, A C£RTIACAT£ OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST BE ALED NAMING TH£ CITY OF CARLSBAD AS AN ADDITIONAL INSURED GRADING NOTES {CONT.,) 28. LANDSCAPING SHALL BE ACCOMPLISHED ON All SLOPES AND PADS AS REQUIRED BY TH£ CITY OF CARLSBAD LANDSCAPE MANUAL, TH£ LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO. 484-5l, AND/OR AS DIRECTED BY TH£ CITY ENGINEER OR CITY PLANNER. 29. TH£ OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE TH£ WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH TH£ LANDSCAPE AND IRRIGATION PLANS AND TH£ IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH TH£ LANDSCAPE MANUAL TIM£ REQUIREMENTS. 30. WHERE AN EXISTING PIP£ LIN£ IS TO BE ABANDONED AS A RESULT OF TH£ GRADING OPERATION, IT SHALL BE REMOVED AND REPLACED WITH PROPERLY COMPACTED SOILS. TH£ PIP£ Will BE PLUGGED WITH CONCRETE AT PROPERTY LIN£ OR REMOVED AS APPROV£D BY TH£ CITY ENGINEER. 31. TH£ CONTRACTOR SHALL VERIFY TH£ LOCATION OF All EXISTING F.4C!LITIES (ABOVE GROUND AND UNDER GROUND) WITHIN TH£ PROJECT SIT£ SUFACIENTLY AHEAD OF GRADING TO PERMIT TH£ REVISION OF TH£ GRADING PLANS IF IT IS FOUND THAT TH£ ACTUAL LOCATIONS AR£ IN CONA./CT WITH TH£ PROPOSED WORK. ON TH£ P£RMITT££'S POLICY IN TH£ MINIMUM AMOUNT OF /1,000,000.00 FOR 32. EACH OCCURRENCE OF LIABILITY. TH£ INSURANCE COMPANY WRITING TH£ POLICY MUST HAV£ A RATING OF '.:4-• OR BETTER AND A SIZE CATEGORY OF CLASS TH£ CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SE£ BELOW) AT LEAST 2 AJLL WORKING DA Y.S' PRIOR TO STARTlNG GRADING NDIR THEIR FAC!LmES AND SHALL COORDINATE TH£ WORK WITH A COMPANY REPRESENTATIVE. VII OR BETTER AS ESTABLISHED BY BESTS KEY RATING GUIDE. 5. UNLESS EXEMPTED BY SECTlON 301.(b}5 OF TH£ UNIFORM BUILDING CODE, RETAINING WALLS OUTSIDE OF PUBLIC RIGHT-OF-WAY REQUIRE SEPARATE PERMITS FROM TH£ BUILDING D£PART7.(£NT. 6. NO WORK SHALL BE COMMENCED UNTIL All PERMITS HA VE BEEN OBTAINED FROM TH£ CITY AND OTHER APPROPRIATE AGENCIES. 7. APPROIML OF THESE PLANS BY TH£ CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL TH£ PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS WILL BE MAD£ TO THESE PLANS WITHOUT TH£ WRITTEN APPROVAL OF TH£ CITY ENGINED?, NOTED WITHIN TH£ REVISION BLOCK, ON TH£ APPROPRIATE SHEET OF TH£ PLANS AND TH£ TITLE SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME TH£ PROPERTY OF TH£ CITY UPON BEING SIGNED BY TH£ CITY ENGINEER. 10. TH£ ORIGINAL DRAWING SHALL BE REVISED TO R£A.£CT AS-BUILT CONDITIONS BY TH£ ENGINEER-OF-WORK PRIOR TV ANAL ACCEPTANCE OF TH£ WORK BY TH£ CITY. 11. ACCESS FOR 'AR£ AND OTHER EMERGENCY V£HICL£S SHALL BE MAINTAINED TO TH£ PROJECT SITE AT All TIMES DURING CONSTRUCTION. 12. WHERE TRENCHES AR£ WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF.· (,4) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALi., BE SUBMITTED BY A PROFESSIONAL ENGINEER OF TH£ STAT£ OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN TH£ AELD OF APPLIED SOILS MECHANICS. TH£ SOILS REPORT WILL BE SUBMITTED TO TH£ CITY ENGINEERING INSPECTOR WITHIN TWO WEEKS OF TH£ COMPLETION OF AELD TESTS. 13. A SOILS COMPACTION REPORT REGARDING ADHERENCE TO RECOMMENDATIONS OUTLINED IN TH£ SOILS REPORT IS REQUIRED PRIOR TO TH£ ISSUANCE OF A BUILDING PERMIT. All CONTROLLED GRADING SHALL BE DON£ UNDER TH£ DIRECTION OF A PROFESSIONAL ENGINEER OF TH£ STA TE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN TH£ AELD OF APPLIED SOILS MECHANICS. All All OR Fl/Tl.IRE All AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH TH£ CITY OF CARLSBAD STANDARD SPECIACATIONS AND TH£ "EARTHWORK SPECIACATIONS" ATTACHED TO TH£ SOILS INVESTIGATION. DAILY FIELD COMPACTION REPORTS Will BE SUBMITTED TO TH£ PROJECT INSPECTOR (ON A REQUESTED BASIS). 14. A PRECONSTRUCTION MEETING SHALL BE HELD AT TH£ SITE PRIOR TO TH£ BEGINNING OF WORK AND SHALL BE ATTENDED BY All R£PR£S£NTAT/V£S RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND All OTHER ASPECTS OF TH£ WORK. TH£ CONTRACTOR SHALL REQUEST A CONSTRUCTION MEETING BY CALLING TH£ INSPECTION LIN£ AT (760} 438-3891 AT LEAST AV£ (5) WORKING DAY.S' PRIOR TO STARTING CONSTRUCTION. TH£ CONTRACTOR WILL THEN BE CONTACTED BY TH£ PROJECT INSPECTOR TO COORDINATE A DAT£ AND TIM£ FOR TH£ PRECONSTRUCTION MEETING. APPROV£D DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. TH£ GRADING PERMIT Will BE PROVIDED BY TH£ PROJECT INSPECTOR AT TH£ MEETING. 15. All INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MAD£ BY CALLING TH£ ENGINEERING 24-HOUR INSPECTION REQUEST LIN£ AT (760} 438-3891. INSPECTION REQUEST MUST BE RECEMD PRIOR TO 2:00 P.M. ON TH£ DAY BEFORE TH£ INSPECTION IS NEEDED. INSPECTIONS WILL BE MAD£ TH£ NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MAD£ AFTER 2:00 P.M. Will BE SCHEDULED FOR TWO FULL WORK DA Y.S' LATER. 16. TH£ OWNER AND/OR APPLICANT THROUGH TH£ DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN All SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO All LOCAL, STAT£ AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 17. TH£ CONTRACTOR SHALL CONFORM TO LABOR COD£ SECTION 6705 BY SUBMITTED A DETAIL PLAN TO TH£ CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING TH£ DESIGN OF SHORING, BRACING, SLOPING OR OTHER PROVISIONS TV BE MAD£ OF WORKER PROTECTION FROM TH£ HAZARD OF CAVING GROUND DURING TH£ EXCAIMTION OF SUCH TRENCH OR TRENCHES OR DURING TH£ PIP£ INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR All TRENCHES AV£ FEET {5') OR MOR£ IN DEPTH AND APPROV£D BY TH£ CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAIMTION. IF TH£ PLAN IMR/ES FROM TH£ SHORING SY.S'TEM STANDARDS ESTABLISHED BY TH£ CONSTRUCTION SAFETY ORDERS, TITLE 8 CALIFORNIA ADMINISTRATIVE CODE, TH£ PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT TH£ CONTRACTORS EXPENSE. A COPY OF TH£ OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO TH£ INSPECTOR PRIOR TO £XCAVAT70N. 18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM TH£ CITY OF CARLSBAD. SUBMIT APPLICATlON FOR BLASTING PERMIT WELL IN ADVANCE OF TH£ SCHEDULING OF BLASTlNG OPERATIONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES AR£ DISCOV£R£D WITHIN ANY WORK AREA DURING CONSTRUCTION, OPERATIONS Will CEASE IMMEDIATELY, AND TH£ PERM/TT££ /'(Ill NOTlFY TH£ CITY ENGINEER. OPERATIONS Will NOT RESTART UNTIL TH£ PERM/TT££ HAS R£C£/V£D WRITTEN AUTHORITY FROM TH£ CITY ENGINEER TO DO SO. 20. All OPERATIONS CONDUCTED ON TH£ SIT£ OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, D£PARTI.IR£ OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO TH£ PERIOD B£TW££N 7.·00 A.Al. AND 6:00 P.M. EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAY.S' IS AVAILABLE AT TH£ ENGINEERING D£PART7.(£NT COUNTER.) 21. All OFF-SIT£ HAUL ROUTES SHALL BE SUBMITTED BY TH£ CONTRACTOR TO TH£ CITY ENGINEER FOR APPROVAL TWO RJLL WORKING DAl'S PRIOR TO BEGINNING OF WORK. 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WAST£ MATERIAL SHALL BE DEPOSITED AT, A SIT£ APPROV£D BY TH£ CITY ENGINEER. TH£ CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG TH£ HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF TH£ GRADING OPERATION. 23. BRUSH SHALL 8£ REMOVED ONLY WITHIN TH£ ARD! TO BE GRADED. NO TREES AR£ TO 8£ REMOVED EXCEPT ALONG HAY.lblR DRM. 24. ALL ARDIS SHALL 8£ GRADED TO DRAIN. GRADING RESULTING IN TH£ PONDING OF WATER IS NOT PERMITTED. All EARTHEN SWALES AND DITCHES SHALL HAVE A MINIMUM ON£ PERCENT SLOP£. 25. THESE PLANS AR£ SUBJECT TV A SIGNED AND APPROV£D SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE SHOWN AS A APPROVED BY TH£ CITY ENGINEER OR AS DIRECTED BY TH£ PROJECT INSPECTOR. 26. All SLOPES SHALL 8£ TRIMMED TO A AN/SH GRAD£ TO PRODUCE A UNIFORM SURFACE AND CROSS SECTION. TH£ SIT£ SHALL 8£ LEFT IN A NEAT AND ORDERLY CONDITION. All STONES, ROOTS OR OTHER DEBRIS SHALL 8£ REMOVED AND DISPOSED OF AT A SIT£ APPROVED OF BY TH£ CITY ENGINEER. 27. All SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROS££D£D WITHIN TEN (10) DAY.S' OF TH£ TIM£ WHEN EACH SLOP£ IS BROUGHT TO GRAD£ AS SHOWN ON TH£ APPROVED GRADING PLANS. UNDERGROUND SERVICE ALERT (800) 422-4133 SDG&E (800) 660-7343 PAC/AC BELL (800) 892-0123 TIM£ WARNER CABLE {760) 438-7741 COX COMMUNICATlONS (760) 806-9809 CITY OF CARLSBAD (STREETS AND STORM DRAIN) (760} 434-2980 * CITY OF CARLSBAD (SEWER, WATER AND RECLAIMED WATER) {760} 438-2722 • SAN DIECUITO WATER DISTRICT (760) 633-2650 * LEUCADIA WASTEWATER DISTRICT (760) 753-0155 * VALLEC/TOS WATER DISTRICT (760) 744-0460 * OL/V£NHAIN WATER DISTRICT (760) 753-6466 * BUENA SANITATION DISTRICT (760) 726-1340 * OCEANSIDE SEWER DISTRICTS (760) 435-4500 * CITY OF VISTA (£NG/N££RINC) (760) 639-6122 * AS APPROPRIATE 33. PERMIT COMPLIANCE REQUIREMENTS.· A. FOR CONTROLLED GRADING -TH£ APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBS£RV£ AND CONTROL TH£ WORK IN PROGRESS t 5. t 6. 120 AB CARLSBAD MUNICIPAL COD£. B. PRIOR TO ANAL APPROVAL OF A GRADING PERMIT -THE FOLLOWING REPORTS MUST BE SUBMITTED TO TH£ CITY ENGINEER 1M TH£ PROJECT INSPECTOR 15. 16. 120 A.10 CARLSBAD MUNICIPAL COD£. (1) ANAL REPORT BY SUPERVISING GRADING ENGINEER STATING All GRADING IS COMPLETE. ALL EROSION CONTROL, SLOP£ PLANTING AND IRRIGATION AR£ INSTALLED IN CONFORMANCE WITH CITY COD£ AND TH£ APPROVED PLANS {OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT}. (2) AS-BUILT GRADING PLAN. (3) REPORT FROM TH£ SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO TH£ EXPANSIVE QUALITY OF TH£ SOIL, AND SUMMARIES OF FIELD AND LABORATORY TESTS. TH£ REPORT SHALL ALSO INCLUDE A STATEMENT BY TH£ SOILS ENGINEER THAT TH£ GRADING WAS DON£ IN ACCORDANCE WITH TH£ REQUIREMENTS AND R£COMM£NDAT70NS OUTLINED IN TH£ PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. (4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY TH£ CITY. 34. UNLESS A GRADING PERMIT FOR THIS PRO..JECT IS ISSUED WITHIN ON£ (1) >VIR AFTER TH£ CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES Will BE REQUIRED FOR ANY SUCH RECHECK. 35. TH£ SOILS REPORT TITLED "UPDATE CEOTECHN/CAL REPORT, QUARRY CREEK PLANNING AREA R-1, CARLSBAD, CALIFORNIA• PREPARED BY GEOCON, DATED SEPTEMBER 1, 2015 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. All GRADING SHALL BE DON£ IN ACCORDANCE WITH TH£ RECOMMENDA T!ONS AND SPECIACATIONS CONTAINED IS SAID SOILS REPORT. 36. IN ACCORDANCE WITH TH£ CITY SUSMP, All STORM DRAIN INLETS CONSTRUCTED BY THIS PLAN INCLUDE :iTENCILS" BE ADDED TO PROHIBIT WAST£ DISCHARGES DOWNSTREAM. STENCILS SHALL BE ADDEO TO TH£ SATlSFACTION OF TH£ CITY ENGINEER. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM TH£ ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER TH£ DESIGN OF TH£ PROJECT AS DEANED IN SECTION 6703 OF TH£ BUSINESS AND PROFESSIONS CODE, AND THAT TH£ DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT TH£ CHECK OF PROJECT DRAWINGS AND SPECIACAT!ONS BY TH£ CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY R£SPONS!BILIT7£S FOR PROJECT DESIGN. ARM.· SB&O, INC. ADDRESS: 3990 RUfflN ROAD, SUITE 120 CITY, STAT£: SAN DIEGO, CA. 92123 TELEPHONE.· {858) ~ BY: A • ..,, MRON PARKER R.C.£.68547 REGISTRATION EXPIRATION DAT£: 9-30-17 OAT£ SOILS £NGIN££R's CERTIFICATE ~\ P,1 o.6854 p. 9/30/1 CIVIi- I, RODNEY MIKESELL, A REGISTERED GEOTECHNICAL ENGINEER OF TH£ STAT£ OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN TH£ AELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF TH£ SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MAD£ BY ME OR UNDER MY DIRECTION BETWEEN TH£ DATES OF DECEMBER 2011 AND FEBRUARY 2015. TWO COPIES OF TH£ SOILS REPORT DATED SEPTEMBER, 2015, COMPILED FROM THIS STI.IDY WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO TH£ omc£ OF THE CITY ENGINEER. SIGNED: ,;;;;:-c." ~c ~ k'1 C.£. NO.: 2533 DAT£: LICENSE EXP/RA T!ON DA TE.· 6-30-2011i 8 OWN£R'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 TH£ COMPACTION AND STABILITY OF THIS SITE. IF THIS PROJECT/ DEVELOPMENT IS SUBJECT TV A STATE-REGULATED SWPPP, I (WE) ALSO AGRE£ A QUALIAED SWPPP PRACTITIONER (QSP} HAS BEEN OR Will BE RETAINED TO SUPERVISE IMPLEMENTATION OF TH£ SWPPP IN ACCORDANCE WITH TH£ CALIFORNIA CONSTR TION ORDER AND MUNICIPAL PERMIT, LATEST VERSION. ' UR£ R. KRETOWICZ, MANAGER PRESIDIO CORNERSTONE QC, LLC A DELAWARE LIMITED LIABILITY COMPANY BY.· CORNERSTONE COMMUNITIES, LLC OAT£ A CALIFORNIA LIMITED LIABILITY COMPANY, ITS OPERATION MAl'blGER SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY PROJECT DESIGN CONSULTANTS. METHODS FROM INFORMATION GATHERED IN MARCH 2014 BY PRO..JECT DESIGN CONSULTANTS PHOTOGRAMMETRY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. KEY MAP SCALE.· 1• = 100' GRAPHIC SCALE ,.._._. 100 0 100 SPECIAL NOTES FOR SPECIAL NOTES SE£ SHEET 2. LIST OF ABBREVIATIONS EXIST. R/W TYP. F.G. T.C. F.F. S.G. AC. f [ f. MIN. P.P. £.P. DIA. £.0.£. V.C.P. S.F. R.C.P. T.W. B.W. LP. H.P. F.S. C.B. c.o. D.G. P.C.C. STA. owe. MAX £l£v. w. T./t.B. SIM. U.N.O. EXISTING RIGHT-OF-WAY TYPICAL AN/SHED GRADE TOP OF CURB AN/SHED FLOOR SUBGRADE ACRE PROPERTY LIN£ FLOWLIN£ CENTERLINE MINIMUM POWER POL£ EOG£ OF PAVEMENT DIAMETER EXISTING OVERHEAD ELECTRIC VITRIAED CLAY PIP£ SQUARE FEET REINFORCED CONCRETE PIPE TOP OF WALL BOTTOM OF WALL LOW POINT HIGH POINT FINISHED SURFACE CATCH BASIN CLEANOUT DECOMPOSED GRANITE PORTLAND CEMENT CONCRETE STATION DRAWING MAXIMUM £LEVA170N WATER TIGHT/INTEGRAL BELL SIMILAR UNLESS NOTED OTHERWISE 811 ~=" o"' "-1 i No.68547 Exp. 9/30/1 CIVIi- 200 300 El CAMINO COUNTRY CLUB VISTA HAYA/AR DR. MARRON RD. WAY 78 PACKARD _,--..-/""f,. t l VICINITY MAP 0-1:' NOT TO SCALE THOMAS BROTHERS PG. 1107, GR/I! A-2 2006 EDITION SHEET INDEX SHEET NO. 1 2 3-4 5-6 7-8 DESCRIPTION TITLE SHEET NOTES, DETAILS, TYPICAL SECTIONS ROUCH GRADING PLANS STORM DRAIN PLAN ANO PROALES SOUNDWALL SPECIFICATIONS, NOTES AND DETAILS CARLSBAD TRACT 83-21 VILLAGES ·o· ANO "P-1: owe. NO. 244-3. QUARRY CREEK MASS GRADING DWG. NO. 484-5A. SOUTH COAST MATERIALS QUARRY GRADING ?LAN DWG. NO. 470-SA. QUARRY CREEK IMPROVEMENT PLAN DWG. NO. 484-5. SIT£ P.A. R-1 PRIVATE IMPROVEMENT PLAN DWG. NO. 484-5H. LUISENO WAY {PRIVATE) GRADING PLAN owe NO. ,484-5F. LUIS£NO WAY (PRIVATE) IMPROVEMENT PLAN owe. NO. 484-5G. EARTHWORK OUANTITl£S GRADED AREAS: CUT QUANT7Tl£S.· All QUANT717£S.· REMEDIAL: CONTAMll'blTED SOIL/EXPORT.· IMPORT.· MAX CUT DEPTH.· MAX CUT SLOP£ RATIO: MAX All DEPTH.· MAX All SLOP£ RATIO: 2.6 AC. 480 C. Y. 2,480 C. Y. 0 C.Y. 0 C.Y. 2,000 C. Y. 2.5 FT. 2:1 3.0 FT. 2:1 QUANTITIES SHOWN ARE FOR ESTIMATION PURPOSES ONLY. QUANTITIES AR£ GEOMETRIC ONLY AND DO I/OT INCLUDE SHRINKAGE AND BUILDING FACTORS. THIS PROJECT PROPOSES EXPORT OF_ CfJB/C YARDS OF MATERIAL FROM TH£ PROJECT SIT£. All EXPORT MATERIAL SHALL BE DISCHARGED INTO A LEGAL DISPOSAL SITE. TH£ APPROVAL OF THIS PROJECT DOES NOT ALLOW PROCESSING ANO SAL£ OF TH£ MATERIAL. All SUCH ACTIVITIES REQUIRE A SEPARATE CONDITIONAL USE PERMIT. BENCHMARK CITY OF CARLSBAD G.P.S. STATION NO. 88 (CLSB-088) PER RECORD OF SURVEY NO. 17271. £LEVA170N: 317. 176 M.S.L. DATUM {NG. V.D. 1929) ASS£SSOR,S PARCEL NUMBER 167-040-44 WORK TO 8£ DON£ TH£ GRADING WORK SHALL. CONSIST OF TH£ CONSTRUCTION OF All CUTS AND Flllc, REMEDIAL GRADING, DRA!N4G£ FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF PERWANENT LANDSCAPING AND PREPARATION OD AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, All AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND TH£ CITY STAI/DAROS, SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS AND OROll'blNCES CITED ON THESE PL4NS. TH£ GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH TH£ FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY TH£ CITY ENGINEER. 1. CARLSBAD MUNICIPAL COD£. 2. CITY OF CARLSBAD £NG/NEERING STANDARDS. 3. THIS SET OF PLANS. 4. PLANNING COMMISSION RESOLUTION NO'S 6938 AND 6939, AND CITY RESOLUl'ON NO'S 2013-072 (CT 11-04) AND 2013-071 (£/R). 5. TH£ STANDARD SPECIACATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK}. 6. SOILS REPORT AND RECOMMENDATIONS BY CEOCON, DATED MAY 11, 2012 ANP FEBRUARY 24, 2015. 7. TH£ SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MOD/RED BY THE CITY OF CARLSBAD STANDARDS (SDRSD). 8. ENVIRONMENTAL APPROVAL DOCUMENTS (£/R 11-02) DATED FEBRUARY 6, 201J. 9. STORM WATER POLLUTION PREVENTION PLAN (SW 14-292) PREPARED BY PROl£CT DESIGN CONSULTANTS DATED AUGUST 7, 2014 WD/0 NO. 9 37C372464. 10. STORM WATER MANAGEMENT PLAN (SWMP 15-13) PREPARED BY SB&O INC., DATED DECEMBER 18, 2015. 11. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOO:< AND CALTRANS CONSTRUCTION SIT£ BMP MANUAL. LEGEND DESCRIPTION PROJECT BOUNDARY CENTERLINE CURB AND CUTTER LOT LINE DIRECTION OF DRAINAGE EASEMENT LIN£ SLOP£ (2:1 U.N.O.) PROPOSED CONTOUR DA '/1./GHT LIN£ STD. owe. NO. SYMBOL QUANTITY SOUNDWALL/RETA!NING WALL PER DETAILS SHEET 7 AND 8 ~---■ 1,910 S.F. BUILDING NUMBER 22 SUBGRADE ELEVATION BROW DITCH TOP OF CURB ELEVATION AN/SH SURFACE SPOT ELEVATION AN/SH GRAD£ SPOT ELEIMTION INVERT ELEIMT!ON FLOWLINE ELEVATION TOP OF WALL ELEVATION PRIVATE P.V.C. STORM DRAIN {SIZE VARIES} 12' -24' PRIVATE HOP£ STORM DRAIN PIP£ 24" PRIVATE R.C.P. STORM DRAIN PIPE PRIVATE STORM DRAIN CLEANOUT PRIVATE CURB INLET {TYPE 'B") PRIVATE CATCH BASIN {TYPE "F") CURB SEWER MAIN 0-75 {SDRSD)* P. V. C. ~ DR-35 HOP£ ~ W. T./f.B. HOP£ ~ W. T./1.B. 0-9 (A-4) (SDRSD) 0-2 {SDRSD)* 0-7 (SDRSD) SEWER MANHOLE WATER MAIN ARE HYDRANT PER IMPROVEMENT PLANS DWG. NO. 484-5F 130.0 s.c. ====? . --; 120.0 r.c. ~ 120.0 ~ ~ 120.0 F.G, • 120.0 /.£. • 120.0 [ 120.0 r.w. • ----cl ==@:!== =~= ===el --s ---s- ---0--s - --"' ---"' - 550 L.F. 985 l.F. 7 l.F. 4 £4. 6 EA. 4 EA. * AS MOD!AED BY TH£ CITY OF CARLSBAD STANDARD DRAWINGS, VOLUME 3, CHAPTER 2. NOT£: All STANDARD DRAWINGS NUMBERS REFER TO S4N DIEGO REGIONAL STANDARD DPAW!NGS UNLESS NOTED OTHERWISE LEGEND ~ EXISTING EXISTING STORM DRAIN PIP£ EXISTING TYPE '.:4-4" CLEANOUT EXISTING TYPE "B-1 • CURB INLET EXISTING CONTOUR EXISTING CURB ANO GUTTER EXISTING STRIPING EXISTING GAS £X!Sl7NG ELECTRIC EXISTING SEWER MAIN EXISTING WATER MAIN EXISTING RECLAIMED WATER MAIN EXISTING FENCE EXISTING STREET LIGHT EXISTING CONCRETE BROW DITCH [§] Eb ------290 _______,; G E s --0--- R\./ -- --X--X-- o-¢- ==:> ==:> ==:> TOTAL LOT AREA = 3.22 AC. II AS BUILT' TOTAL DISTURBED AREA = 2.5 AC. REQUIRED TR£A TM. (THIS AREA INCLUDES BUT IS NOT LIMITED TO ~ J.,~ '£NT CONTROL BMP TABLE OFF-SITE WORK INCLUDING PUBLIC IMPROV£M£NTS 4-24-1q TYPE DESCRIPTION OWNERS'" 1P MAINT£N4NC£ AGREEMENT BIO-RETENTION BASIN TC-32 PRIVATE SUSMP PRO..JECT PRIORITY.· HIGH. BB&D~ PLANNlNG ENGINEERING 3880 Ruffin Road, Suite 120 Sw1 Disgu, Ca. 82123 85&560-1141 B6B-EiSO-B·157 Fax MRON PARKER SURVEYINO --• > ~· DAT£ B.M.P. MAINT£N4NC£ AGREEMENT ' . ,', ·4',,24 · /q A,P. DATE INITIAL ENGINEER OF WORK SHEET NO. MAINTENANCE FREQUENCY SHEET. NO. 7 DWG. 484-SA 6 MONTHS (MIN.) AS•.BULL T REVISION DESCRIPTION AND TEMPORARY D!STI.IRBANCE SUCH AS VEHICLE I AND EQUIPMENT STAGING AREAS, CONSTRUCT/ON RCE 6854 7 EXP. q-30-/q DATE WORKER FOOT TRAfflC, SOIL/GRA V£L PILES, UTILITY TRENCHES, BACKALL CUTS AND SLOP£ KEYWAl'S) REVIE\./ED BY, TOTAL REPLACED IMPERVIOUS AREA = 0 1~11-v~··· TOTAL PROPOSED IMPERVIOUS AREA = 1.958 AC I -~Q-i./1 l..0 INSPECTOR DATE I SH~ET I CITY OF CARLSBAD I SH~TS I ENGINEERING DEPARTMENT GRADING PLANS FOR: QUARRY CREEK PLANNING AREA R-1 TITLE SHEET SOP 15-17 APPR~'1°: J;;f~OERT 6 ·z.z., zo/6 C·«kPY ; , EXPIRES 9130116 CITY E+lGlNEER PE 63912 DATE . OWN BY: ;;,[i£2_ I PROJECT NO. I ORA WING NO. DATE INITIAL DATE INITIAL CHKO BY, St:'... OTHER APPROVAL RVWD BY: Q,e MS 15-13 CITY APPROVAL 484-50 ASiBU/LT ·······-------------------------------------------------------------------------------------- ' ' _,_ . .,_ .i J -,) ' 'I I II r I I ' ! 0 I 2 G) 2 C s: III m ::c 0 ]J ~ 2 C'l 2 C s: III m D □ D ~ 2 G) 2 ~ III m ::0 c~ ~~ ..a. c,S 0 p -,1::,,,5 00~? I C::: u,~ cs: IJ n p I I I ' I i f I 1 /i ! S/!JCIAL H(,l]ES; ;c.J$4!; M?_ ,.,,, __ ARC FR0_1111_r ro 6"E" DCa .. ,AAS ro _•_ ~"• ,w '1HC EMAi cH cJF '1NC en;· .ill!l¼P'r $!Uftltfl!" ON THE'SC PlANS /JOO NfR ctJNS111IHC Ai; IWllllt OF 1HESC MD '1HC t;trY NL NfR IC ~C FOR 'THEllt ,,...._;flllll'lr. 1. '1NE (;CJ11,!(f!Of :iHIIU,. ~ INC LOCATION OF At.. DC!UQ .JNDEll(illfOI. VflU1IES II01H .PIJA AND ~ : 111:M' 10 COMll£NCIN(; GR4l1'fG tAMnl:MS 2. ~ ...,_ WlltE DtR/JlfATION 0041'17DIIS NfD LOCA1! D/1$,U& FJtCM.ITl£S SIJFF1CIENTl.Y ,l:'flW OF ~ 11) /liLT ~ ro PlANS F llll!l«SlOV IS IIRlESS4RY IECAUSC OF LOQ4'111'/N OF DIS»M. l/1VTES. .l ~IQ( //ltJ) EUll411tl#S OI" ~ n, 1£ II/CT IIY KWM; SHM.I. 1£ at d A ii IIY 1'18,f' t«qll MOl7 I !10:? ro CONS'TlffJCIION fl'° NEW llQk 4. -"6 .$\£ ! ¥ M£ FINfSI: MV~ OOM'JIII 1Qf SHM.I. ct:JNSTRtJCr" .ts X7', '1IWISIT10N Ai#&n FINISH QllllE3' MlfJ SUk 9@,B !Nllil .5. a»PJIILJtr. AQ £ TH4T IE SHM.I. As:st1£ SOU~ fTY FOR JOB SfTC CONDfflON '11.:i @Ai I'IE ax: j OF OONSTl«!C1lfJN OF 1Hl5 f//flfQ/8;T, INCLIJDIN(; SNETY OF ALL l'flr.St»IS NfD ; 1111 4Mr: 1H4T 1NIS AR.& WM SHtfU. M'l"lY CONTNJOtlSLY NfD M?T /IC LlllfTED ro. AOW'IL #QldlQ HOtJltS; NfD TH4T '1NC camw:rotl SHM.I. 0ETDt0. KSFIFY NfD HOLD THE ~ 'THC Q1'Y, NfD 1NC fl\A:• elf ,MM£S5 FROM A/11'1 NfD M.L I.M8MRY, A1!"M. OR AI.J.ErED IN Q:;I C4tht.W #mr llil'D .. t' Cl OF lfflllt ON 1HIS ~ Dtt'CW R1lt Uf8al1Y ARIS/NC l1'0II 1HC SOI.I Nmlf&DIC,£ OF THE" Oll'IE1f 0/t '1NC 111 ii cN 6. THE ~ IC JIM ~ 1£ 1DTAUI /f£SPON . C FOR all R.Mr:£ IWTH 1'C i ROM!5Dl6 :JF THE S1A1F ,.,,. ~ SNm ORtLRS. 7. Qllelll>MitS SHOIIN ON 1Hl5 PIAN ARC FOR iD11 $4' AND CQN11tllCroR CCNF1RMATION RNii asES CNY. 1H£ camw:rotl IS n, ts:&,.£ HIS~ 0Utluh£S flJlt BD NfD M?TTFY THE £NGA ER OF ANY Slf'MIRCAIIT a&S01'B')1!' :r'i. & CON1TMCTr.1R SHM.I. /IC 111!3>v1!5&£" ~ ~;z lf'INS llikmiR (OR NOT) THE FELD CONOIT10NS,,.,.,.,..,.. Ai .:.:Ubv :JRMi INI.ETS NfD Ot/TL£1S ARC PER THE~ PlANS. F FELD CONDIT10NS uffE1r FROM THE~ ~ TH£" camw:rotl SHtfU. CONTACT TH£" SfTC SUPCRINT'DtfJEN SIJFF1CIENTl.Y AHrAO OF CONS1RfJC110N ro M.LOW ll£MSltWS 10 THE ~ NfD (TO OIITAIN} PUIILIC AGENCY~ F ~ i J1Qf ro CONT1MC1IM INSTMLINI,· $,DMII DfWN S11tfJCT1JR£S. 6. F A/11'1 CX/S1Nt; -~~W OR L,~OSQW INDI04TED ON THE ~ l'tANS IS ll4M4GE' OR 4fMIIG 0/,)U,t; DEIIOUTION OR CONSTRtJC110N. ff SHM.I. /IC REl"NlfB) NfD~ R£1'tAC£D IN KIND NfD E0UtMt£Nr PER THE ~ PlANS BY THE ON~illl. 10. M.L DblA# ll1VT1ES OR STRUCT1ll£S ARC INDI04TED n£ll£ON B4S¥'17 ON N'ORll4TION OF R£rXJRO. 1H£ CON1'ftllrC10lf IS IIEOtlREDm....,.ro TAKE l'R£C4VT10NNl'Y we'ffl'F ro l'ROTECT THE tnV1Y I.MS .,.,.,.1( NElfl.U, AND I/NY OINB# mw lJN£S M?T OF RBXJIID Olt NfR SHOIIN ON THE'SC PtANS. THE CON1ftlit;1rJR SHM.I. 8£ R£S1IOI, ftf' FOR IW<IN(; MIil< a,Jll75" FOR TIE RELOCATION OR T017114£ fJr CX/S1Nt; ll1VT1ES NfD Mm!fS ro /IC FUL,· R£Sl'ON &I FOR A/11'1 NfD M.L a4M4GES' WHICH IIJ(iHT" /IC ~ IIY HIS FAILtJRC 10 LOCATE NfD ; i1£5Dhtr ,WY NfD M.L UNIIElf'GlfOt.# 1/TVTES. 11. ODMNC]IM SHM..l. /IC ADl"Q\,~lllrll-"C t:rJR IIAINTAINNC ALL S.W.P.P.P. (N.P.D.£S.} OOCtJIEN1S ONSITC AS REQtJIIED Tr: lYllA'.t' Wf1H LOCAL ANO STATE REr/tJIIEJIENtS 12. Ml Anl.HM; ll4U. S'U!iPM16' SH4LL /IC /NSTMtm PER SPEORCA7DIIS OF' THE'SC PtANS OR GEOTEr:H llll!t'W10ITIONS NfD SHM.I. /IC COINiC/l:D cJft sn.&IED ro fEAll£ST s;;;.;.w DRAIN ••= 1.l .IIO DI ..U.. IJ.Z4S RJlt /IMP'S SHM.I. /IC FU1. r .. 1ER T1GHT. ALL JOIN15 SHM.I. OIIERlN 12• MN. MtlJ /IC SEN FD I.JNE1t SHM.I. /IC SAi m /f/lTH llt4ST1C ro M.L STRtlC1lJR£S. M.L PDETRATIONS SHtftL /IC5Pt9l NIAlE3" .1·-1.1· LOT 6 6' B«C I.NE 1r INllE3' !JO'-tl()' 17' 11· 11· .JO' 6' B«C I.NE 1.1· 7.$' $.5' LOT 2 '(T~ ~JI >-,J -I .Ill -« _....:fi 'I:-'.? """ J Ill;\,.,-= ~~ - --~~-- - - --. -J= '\,t-':., ~· "----'~"'. --~~ --='=i ~~ DIST. 1YPC t;• CIJRB NfD WT7ER ~} EXIST. .,. ISi£' NON-CONTIGIJOIIS I Hr. P.C.C. .smEl94£K STfNCTUll4L SCCTION PER f)fff';. #U-$ SECTION -UJiSTINC HA YH18 DRIVE (PVl'tt;.) T ro SCALE sa $+07.66. P.c.R. ro 11+72.06 SHOIIN FOR N 'ORll4110N a.t'.Y, M?T A PART OF THE'SC PlANS 1 • LOT6 ' /TP.C.C. SEC CtrY OF G4RLS840 f)fff';. M?. 41#-$ .JO' MC I.NE (I()' 11· .10' 17'-20' 11•-14• ,. B«C I.NE NIAlE3" 10•-1.1_ LOT 1 10' PROPOSED 54• PRN4TE sma,. G£N£1W. //TII.JTY ANO PUBI.JC ACa:S:S EASEMENT 27' f 27' 17' 17' PflBl.JC 4• R£Ct.Alll£D .. 1ER 11· PUBLIC a• SE.IIE1? 10' TYPICAL SECTION -EXISTING LUISEilo WAY {PHIVATC} fl .,. 10' M?T TO SCALE STA. 10~85:t ro 14+50:t (M? PARKING -BOTH SIOE'S} P£R DWG. NO. "'85-F PROPOSED 54' PRIVATE S1Rlll GEN£1W. IITILITY NfD PflBl.JC ACa:S:S EASEMENT 27' f 27' 17' 17' 10· 5' BLOCK SOtJNDIIIALL i 5' 4.5' o .• ,,.--GUAROIWL 4• P.C.C. SIO£WALK (T,P.} • --, PflBl.JC a· • . DOMESTIC ,_.TER j.OX --------- TYPICAL SECTION -EXISTING LUISEilo WA r (PH/VAT{) R4D s.~ M?T ro SCALE STA. 14+50:t ro 19+05:I:, P.C.R. (M? PARKING -BOTH SIOCS} PER OWG. NO. "'85-F 17.5' PARKING 17.5' PARKING 1· FINISH£D SURFACE 7-=-~:::-----~,-- Sl/BCR,4l)C FOR \,__nvvun """""" 4• A.C. PAMII\C <MR PARKING LOT FOR PARKING LOT t1• BASE DRfYF ISL£S, T./. -5.0 o;i,;\~ BROW DITCH PER D-75 4 • A.C. PAMII\C OYER 1• BASE PARKING STALLS. T.I. • 4.5 ffi TYPICAL SECTION -PROPOSED PARKING LOT r M?TTOSCALE PROPOSED CASEMENT NOTES 0 PROPOSED 24' PflBl.JC -.1ER EASDICNT ro Gl4RlSB40 MtlNfC1PAL ,_.TER ulS/RICT AND 24' PUBLIC DERGENCY ACCESS £AS£ltl£NT GRANTED ro TH£ CtrY OF Gl4IILS840 PER N 15-1.1. (.;\ PROPOSED PUBI.JC -.TER £AS£IBIT GRANTED TO TH£ CARLSBAD ~ MtlNfC1PAL -.1ER /.tfS/RtCT ,-£RN 15-1.1. . ' BLOCK sotJNOWALL 0 ; /iOPOS£D PRIVATE SIRUI, GEN£1W. tnV1Y £AS£ltl£NT ,,fjf;U.E.} AND PflBl.JC ACCESS £ASEIIENT TO TIE CITY OF Gl4RlSB40 N 15-1.l ' L_ I JallV!( r,,.,IIJl:\r. I ==== ~.~~:_~~-~! ...---RCTAINIIG lfl4l.L 0 PROPOSED SIGHT DISTANCE EASEMENT TO BC 0£DICATED PER N 15-13. EXIST. 1YPC t;• ~) CIJRB NfD fiVT1ER ~} EXIST. .,. IIIPE' NON-CONT1GtJOiJ I• ,r. P.C.C. .smEl94£K S7lft.C1lAM SECTION PER f)fff';. ,,.,_., PER f)fff';. 4114-50 (SEE SHEETS 7 NfD 8) I~:~ ~~ SCCTJQN -."Hll'J& HAYµAJI DRIVE (PVl'tt;.) STA. 11+72.06 ro 12+a.M SHOWN FrJR N 1:M'M4TION CNY. M?T A l'WfT OF THE'SC PlANS SEE CtrY OF GlMf SINO Dlt& NO. 41#-$ _ lft\LS 20'-.J.J' .JO'-J2' !MID' ,. NIAlE3" 6' 10' IJ' MN.-11 MC 11'-16' 14'-16' MC 4.5' $.5' I ~ GlilL~:)j I.NE PER I.NE 1-""'e+=-i EXIST. 1YPC t;• Ctlfll NfD WT1ER (T,P.} EXIST. 5• -.,c NON-CONT1GtJOtJ P.C.C. .smEKK LOT 1 1,Plt;Al SECTION -EXISTllfC HA YMAB DRIVE (PVl'tt;) M?T TO SCALE STA. 12+82.11$ ro 16+17.06 (CtrY BOUNIWIY} SHOIIN FOR NDIU41lDY CNY, M?T A IWfT OF THE'SC PlANS SEE CtrY OF' Gl4IILS840 f)fff';. NO. #U-5 0 PROPOSED SE.IIE1? £ASEIIENT TO TH£ CITY OF i,«S'1;,I PER SERW4TE DOCUMENT. 0 PROPOSED COYENANT OF PRIVATE EASEMENT FOR //IMNTENANCE OF PRIVATE MIPROI/EJIEN1S. INCLUDING. Bl.ff M?T LJllfTED 10: 4-•~-=------AJCOUNP Qf'ENING I..ANOSCAl"W't AND IRRIGATION FOR TIE B£NEF1T OF LOT 2. ~ PROPOSED l'tJl1LJC PB£..hi$1.. ACCESS £AS£IENT CRANTED TO TH£ ~ CtrY OF Gl4IILS840 PER N 15-1.l @ COYEIWff OF PRN4TE ACCl!:S:S EASEMENT <MR LOT 2 FOR TH£ B£NEF1T OF LOT 1, NfD PARCEl. 2 OF' N M?. 10749, LOCATED IN TIE CtrY OF OC£ANSIDC PER PM 1$-1.l @ PROPOSED COYENANT OF PRIVATE £ASDICNT FOR CROSS LOT DRAINAGE OVCR A PORTION OF LOT 2 IN f;,ilffi OF LOT 1 PER N 15-1.l Q A COYENANT OF PRIVATE £ASEIIENT FOR PRIVATE S1rJRM DRAIN FAC/LITlES ~ OYER PORT10NS OF PARCEL 1 FOR BEN£FTT OF RARCEl. 2 Col A COtENANT OF PRIVATE EASEMENT FOR CROSS LOT ~•~ OYER A tj PORTION OF LOT 2 FOR TH£ BEN£FTT OF LOT 1 TO R£MA/N. EXISTING CASEMENT NOTES; (D A COYEIWff OF PRIVATE EASEMENT FOR MANTENWCC OF tANDSOIPIIW.; sroRII DRAIN AND sroRII ,_.TER B.M.P. FACIUTES OVCR PORT10NS OF LOTS 1, 2 AND 7 FOR B£NEF1T OF TH£ H.O.A., TO /IC ABANDONED. CD CX/ST. H' GEN£1W. IITILITY ANO ACCESS F,ISRE}ff CRANTED PER It/AP M?. 160.18 TO /IC ABANDONED PER N 15-1.l GD SEWER EASEMENT GRANTED 1T) TH£ CITY OF OC£ANSIDC PER INST1itlMENT M?. 68IU1 RECORDEDv-n,c,APRII. ~ 1961 TO R£MA/N. CI) FLOOD CONTROi. AND I.EV££ ACCESS EASDICNT CRANTED TO THE CITY OF CARLSBAD PER ooctJIIENT NO. 2015-tJ.J54fHO RECORDED JULY 7, 2015, O.R., TO /IC AB4NOON£D OYER LOTS 1 AND 2. (D CX/ST. SDG4t£ EASEMENT RECORDED JULY 18, 1960 AS F1t.E,/PACE NO. 1 f#868, TO Rafi.IN. -~: ;;,-- I , ',, ---I_,' F ---.. I i; ',: : ' G 2 -I------ --------1-. ' . -~.-i--... 1 -~~ I • r-. ::..~qi, ~ -i--i--i--i--ii--ii--ii--i--ic:--•..:: -1--+--+-+--+-+--+--+-+-----.-1r'-1 ~ L =f:~~C'~~:t--ttt-==·~~~~~= .7-' --. [,.,. ~~f--1---+ CIVJ--+--t-+-+-+-t+t-1 +f+--t-+-+-+t+' -++-+--+-I:~ 'DI---+-+-+ +--+---t--,., ~. ! I , -.--t-t-i-r--r--r-r::::1.:::t=r•r~~~M---r--r -~~--bli'---+--~/~4~---·~·~ - -l--+--+--+--+--+--+--t--t-.. ----,---<--t--t-+-S-,---1---t----t---t---t---t---t---t--t- -l--+--+---+---+---+--+-+-+-.. -- ; ~ _: ~ ---·-1--+--+--+--+--+--+--+--+- +,,,r -I ~ ~•.,L i I .,. I I • i I +-+-+--f--+-+-+-+-+,,,..71'--c,,, ---,,--+--1---+--+-+-... -+,----t-+-+-+-+-+--+---+--+ 1 I -~ '1 ····· I ' "i-! : , -1--+--+---+--+--+--+--+-i!I--, ~ .-l--+--+--+--+--+-:::-•-+--+--1-----+--+-+--------~-~ I ~L-i -+-+-+--+--+--1---t--t- -+-+---------- -f--+--+--'+·-·+--+--+--i-,2 ~\ · _·-j-----t--t-r,, 1-t--t--i---i---;----1. i--1--+-+-+-'-+ ':-+ --+-+;-+ -f--+-+-+-+-+-+-+-ii--,!~ LF'.-... J.l"_jfJ)j_ ~'-1--+-l--l--l--l--f-'f-f-l--L~.-1~ I i -1--+--+---+--+--+--+--+-+--t-l/roo --1-. >-t .~!k--t--t--1--1--+---+---t--+---+--+--+---+- -1--+--+--1--------l-'.,.,~'I'-· -•-+--'-'4.+-',J+P._.. • ..,._.-+-+-+--l--1--1--1-_;_-1--1--':--+- ! -l--+--+---+--+--+--+-+-+--i-+-+-+-+-+-+-+---1----r--- r , (] t--t--t--1--71--7--i--l--l-· . • ---+----t---+----t------,--- ---+-+-+-+-+-+-+-+-+~ -f---l-+--1--1--1--+ --. ------- TORM DRAIN DATA TABLE HADlllS L£NGTH D£SCRIPTTON 2 NtU•1g'.f1"W 21.48' 12• HDPC ~ W.T. .B. J N!JO'O.J'14"£ 21.22' 4• P.V.C., DR-.15 ' I i ' - 2 SCALE: 1· -20· (J) MWA TC STQf/.41. Df/~lN UNC. GIIAPHICSCALE (f)e&rATC STQfl4l. ll.flN.N UN{ 2 SCALE: 1• • 20' I. 5 ' , I I 3. ',11 MOOIFIEP WIVTH MOPIF/E{l TYPE "F" CATCH BASIN NOT TO SCALE -------20 0 20 40 60 • ~ DI F'I.-ANNING ENGINEEAtNG SUFWEYING 3BBO Ruffin Reed, Suite 120 Sen Diego, Cl!I. Be123 CFS C1141 850-~B1 57 Fax 811 'AS BUILT' A. ,, '='--' ' RCE •854-7 EXP, tf-30-l'I REVIE'JED BY• n~---· INSPECTCR t----+--+----------------+---+---+---+---1 GPAJVW! Pl-UIS POP: OUARRY CREEK Pl.ANN/NC ARCA R-1 ' . i I ----- i 4 -24--ltf DATE DATE NOTES, DETAILS, TYPICAL SECTIONS ,._,,,,,-SDP 15-17 t----+---+--------------+----+-------1:::;;s: s~:JZJl~: t~z-iotk I f·Z4T'I AP AS-BUILT • .. 0¥iltj BY: I PRO.ECT NO. 11 DRA..C NO.I DA'IE NllM. DAlE 111iAL DAlE 111iAL ...,&__ ENGi EM II WDRK REVSION DESCRIPTION icO'HR~~u:;;::~w.;;;,N.~laa~TY~ .. ~ .. i:;«N;N.~ = g~; ~ MS 15-1.S 484-50 . -· : ., ,' I ' 'I I 11 1 11,1, I . I ' • I ' I . , r , , l I I I I ii:1 . 11 't i! ; ; r~r I! 1' . ' I' ,_ i . I ' I • i . I I, [ ,I I, i '! . ' I: -1i I . I.! Ti "i / i ' !': i. I I I ! :· I . I I I JI I I I' I: ; i I ( I I'. I I ! I : i I t i i I , !I It I ! i ! i Ji I i ' ' I ! ii -' I. an I SEE DIIG. NO. 41U-5F FOR ROUGH W llfnlN PNICEl. 2 --------~ P /j Orr f""'.. fl \;...,,'....,J~ ' ... ...... .., , , , , ,. • • ... ~. ... . ·-,. ,.. ,., .. , .. . ,,, , ' ... .... ' ......... ,.,, -------------------"" 0 «J 80 120 I 122.6 .S: sec S.D.C.a 1 \ \ • \ \ 120.6 S.G. ~, \ ,i,.: \ \ \ \ \ \ 2 \ \ \ 120.J .S:G. \ \ \ 120.0 S.G. PROJECr ', ' \ £IOtJN04R>' (T'l'P.} .,, \ \ \ .,,.,,.,, \ ', ', ) .,, ', ', \ ....-"'-,, \_.,...... \ ' SHCCT I I 'I BOUNDARY DATA TABLE Cl A/2E IW)(tJS LENGTH 1 N1"03'25-W 71.<H' 2 2.r,1'29" 17J.OO' 70.02' J 21·s, •45• 17J.OO' 66.01' + 12"29'"6" 227.00' 49.51" 5 N.J.J"J6'5J-W 28. 16' 6 N7J"51 '28-W 25.tu' 7 ~1'01" 470.00' 47.gg• 8 N60"02'56T #.80' X 100 7 CASEMENT NOTES; (sec SHCCT 2) 0 INDICATES PffOPOS£D £ASEi/ENT. CD INDICATES £XISTNC £ASEi/ENT. PROPOSED STORM DRAIN NOTES; <Z> PffOPOS£D 12" HDP£ STORII DRAIN {PRfVATF,). 0 PffOPOS£D 18" HOP£ STORII DRAIN {PRfVATF,). £XISTING UTILITY NOTES; 0 EXIST. 8" P.V.C. tMTER {PUBUC} PER D#C. NO. 4tu-5. © EXIST. 8" sn. tMTER (PUBUC} PER D#C. NO. 4tu-5. 0 EXIST. 15" SEWER (PtJIII..JC} PER DWG. NO. 4tu-5. 0 EXIST. J6" SEWER (PtJIII..JC} PER DWG. NO. -NU-5. 7"21 IGIO © EXIST. rs· R.C.P. STORII DRAIN (PUBUC} PER OWG. NO. -IIH-5. © EXIST. 42" R.C.P. STORII DRAIN (PRfVATF,) PER D#C. NO. 470-54. TD REMAIN. 0 EXIST. 27" SEWER PER CITY Of' lfSt4 D#C. NO. 1882. 0 EXIST. 54• H.D.P.£. STORII DRAIN (PRfVATF,) PER D#C. NO. 470-54 TD REMAIN. P.M ;VD.118502 © EXIST. .JO" H.D.P.£. STORII DRAIN {PRfVATF,) PER D#C. NO. -NU-54. @ EXIST. .16" H.D.P.£. STORII DRAIN {PRfVATF,) PER D#C. NO. -NU-54. @ B.M.P.-NOlmf n.TER {PRfVATF,). BIOClEAN tMTER POUSl£R PER X 180.7 c::::: J 121.2 RMI, 120.1 PLANNING ENGINEERING SURVEYING . :3990 ~n Road;,.&~ 120 San Diego. Ca. 92123 mosro1141 ms !5BC>B1 !57 Fax :I ,' DArE + D#C. NO. -NU-54. Lor 1 5' BLOCK SOI.MDWALJ. RETAINING tMLL PER OWG. 4tu-5D 9-,c/; J,\ F = =;-ri .. ~ Of' PIPC I · < CONN£CrTD bff(_ • ~1 P. C. b? TDP Of' 4 , 'SCH. 40,✓ • V. • 'il "'= _✓,? STORII DRAIN (SOUD PIPC} "'di =-(PRIVATF,) (I)PHQFILf -SQUNDWALL SUBDRAIN 'AS BUILT' RCE 6851#7 , REVIEw'ED BY• 14 ~- INSPECTDR EXP. 'l-30-1"1 -#-2+,ltlf DATE l "'YI-W o DATE ~1 CITY OF' CARLS:SAD 119iEE1SI 1-----4--1---------------t---t---;----r--i ~ _ ENGINEERING DEPARTMENT _ 8 1----+---1---------------tr---t---t---t-----1 ~G:;R::;:;AD;;ING~:;PLANS;::;;~,0~1:==~::::::::::::::::::::::=::::::..::::::===; 4·Z4-1' A.P. AS-IUIL T . DAlE NllAI. DAlE N1IAL DAlE N1IAL EJMNwC (F W0RI( REVISION DESCRIPTION 01HEJI u ' it.ML QTY U I IWVAL OUAHHY CHEEK PL.ANNING ARCA R-I SDP 15-17 6 DAlE DMI BY: CHKD BY: .sc... RWf> BY: ,# PRo.ECT NO. MS 15-IJ AS-BUILT I ' ' ' -. -' I I :a I c :E w,c, 0.i:,. .... CIC) CIC) .i:,. 'I , U'I ·c •j I 1 I '1 I , I I / ! 'i ' '' I i . l I an l ~-, ~~~-·~ac.-~~--jp77~ tf ,.,.· ...,_,___ e:k--fr-t -lL..-\J,J \ ,zo \ ·---PRIVATE DRIVCWAY •c• PAE?C£L 2 P.AI. ;VD. 18502 ------l SEC OWG. NO. "84-!JG FOR LIIISEflo ""'r (Pl'IMITC) IIIPROtlEJENTS - PLANNING ENGINEERING :3BEIO Ruffin Road, Bulr.c!!J 1 20 San_ □iegc, Ca. ~123 BEB -D-1141 me 1-8157 Fax • u 2 ... SURVEYING L 71121 NIO BOUNDARY DATA TABLE £AS£Al£NT NQTCS; (SEE SHEET 2) < l A~_ IW)f(.IS_ 1 N1YJJ'25"W 2 2.J'11 '29" 17.J.OO' J 21"51 '-15" 17.J.00' 4 12'29'48" 227.00' 5 NJ.}' .J6'5J"W 6 N7.J'51 '28"W 7 5'51'01" 4 7o. 00' 8 N60"02'56't: g .J6"50'07" 90.00' 10 N87"21 'JO't: LENGTH 71.(H' 70.02' 66.01' 49.51' 28.16' 25.IU' 47.99' #.80' 57.86' 4.50' 0 INDICATES PROPOSED £ASDIENT. CD INDICATES £XIS71NG £AS£MENT. PRQPQSEQ STORM DRAIN NOTES: <l> PROPOSED 12" HOP£ SroRII DfWN (PY/MITE). 0 PROPOSED 18" HOP£ SroRII DfWN (PY/MITE) . 0 PROPOSED 24" HOP£ SroRII DRAIN (Pf.lBUC}. / ,./ ·, -. -1' ,/ C , / 11.. plJSLJ i . ' * 1~ . / . ,· ', i. , ', / SEE SHEETS 7 AND 8 FOR SOUNDWA~7. ~7'.5<-/ RETAINING WALL NOTES AND DETAILS i / ~ ·-. //~ 1/~ / ~ SOUNDWALL/R£TAINING SCALE: 1 • .. 20~ (SEC SH££T J} WALL 20 0 / 18+J1.611. JO.til' LT. . -,; l'51.ZO T.W. 1,f,.,o T.I: • • ... fJRAPHIC st:4i£ 20 40 - 60 1---1----+-----------+---+------ir----+--t ~I I CI'f.r~,E.. ~~~AD I[~] GRADING PLAJIS J'OR: ..-----,,-A-S-BU_I_L_T_" ---t.-=-.-=-.t-=-~,_-_-_-_-_-_-_-_---------------+-1 --_--r-+--_ 1-+ -_ -_ 1+--_ 1---1 OUAHHY CHECK PLANNING AREA R-1 A. "1 J2.L ...... -4-2.f-Ill RCE 68547 rEXP. l/f·J0-11/f DATE ~ • SDP 15-17 APPRQ\,'ED: JASON s. GELDERT / L ' -..... to-! i---+--+-------------+----t---t-----jf---~ :-:=-::-:-=:---c:::-=-,---=/~ -~~,~~~r,, ~. Z.Z•lpJ.S t":RE::::-:V:::IE::-\J::E::-D-;B::-;Y,---------,h-,,...,.....,d--,---=,-+.,..,,-~.,..,.,,c-----------1--+--+----I--~ QTY B«llJ!tt!.! PE 63912 ~lie DAlE 4-24·1' A.P. AS·BUIL T D ..... BY·.~. I PROJECT NO. I DRA-.. NO. ~-. /, "JI -:-••" DA1E NllAL . DA1E llllAL DA1E MML "" ~ - ---,!:!!.., REVISIO~ DESCRIPTION ~Di;:;_;;:~~,.:;;~~ CH<R,.J? BBYY:. <.rt AIS 15-fJ 484-50 INSPECTOR DATE -'7F MR< I D1IL. N. UC.... arr N •• =...a. nR, -- DATE' AS-8UILT I 1 ! II. i .• ' ' II i i . t I i I . I' '.1 . 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I ~ ' . ~ -• ~ ~ -120 -" -i---I I 'F~--<J ' ' ••I)' !::::;t: -+--+-+-+-l--t+--1--1-+-+-+---,i-=-,;i;c",L--,., 1~1--l--l---+-+--+-+-+---+---l--l--l--l-+-+l-+l-+-1--1--1---+-+--ll--l-'~----+---+-lf--l----+ -f----f c I ---~ -"t -'c:, ~ -<::) Ci) ½~;---__~4=1:i=tit=i=it~=i:-=j::,ql~=~~?i:'.~-~-~--~~~ 1 I --,. i--- _·ll=i==o/c-=;a=lf.G.7''~r I --I ..,,, i '~ - -_T---f--: _-+-_-+f---+t----+-_--+-~-+-f----+---+--+--+--+-+-·l-+--f-----t---+---+--+--+--+---+--+---if----+-I H--tf------1---+-----+--+-+----t r i ------;::~ / lf.fl:100, J ,,._ ., ~lt"t-~ht:~~~==l,.,j· --f--+--+--f-----1--+----f-----l----+--+--+--+--+--+---if-----if----+----t--l-+-+-->--f-----t----t---+--+--+-+--+---+-l- ..,c:::tt-G,L.1po l!/1' /I , ~ I ) ~ _J1'\.~'~--"'l..1.12:.:, I 6 "' Pl ~ ~ ~ i I ~ I I ffi ½ :3 ~ ~ -~ ½ ffi ~ ~ -~ ~ ~ ~ 11 ~; I~ J U1 ~ I I I f-----+----J---+----,f----+---ll-9-~ / -, ' -' ' T .... 1-+-+--+-+--+-----t-·---; ·-·· 1 V ~; <ti::: c!ic!i~ ½~ ~~ ~ ~~'t ~~~ !l:i <.:i_ ½Si I I -, f----+-+-+-+-a--ri ' . -i:::---t---t--t---1-+----+.~.-l-+--+-t-+--1--+---J---+----;---+ @~ ~½ ~~ !!~ ~~ ~; ~ ~:g~ ~~~ 11~~-~~ I ~l::'/ I") rJ 0 1--i--+-+-+~""':R; !~ ~ ~~-----~-, · ----___ -j-_ ~,----t-J ~ • ~ ~~~ ~~ ~~ '\~ ~ PR/VAT£ STORM DRAIN LINE •A• ;,~ ~~-• J " fr I ' • I , ~~ ~ ~ ~_-1-:_-1-~ !::~ ~-•~ ~-• 5 j~~ !~ r---'. 11::' I I ~ -"\ ~ '---, -~ , ~ ,.,. . ' ~ :_ Qj½ :::~ ~ ~~ ~ ~ I l , -18.75 L.F'i ~ 12· HPDg/ ~ f---STf'R'r' • !5-1.0701i ••• -~c:."" .... <J -<J PRIVATE STORA/ DRAIN DATA TABLE \ I ~ _,'_,' !\ '\ 1 /i '.:t-,.",;;'Lll.;"". = 57~ ORM s,=a 0111 Clioor f.-9 c.,rs. ' ! :t: "': ~ □ t::,. /8£ARfNG RADIUS LENGTH OESCHIPTION 11::' ' ~ i"' S.D.R.S.D. o"'-02 f-----+--~::: ,-~1~-1l.if-+-----t--t------+----+--+-+-+-i-~v;oo .,_ ,.-, __ F., ~.S:+---f--~---__ , ----r ':a--~ 1 N,U•05'o5-W --16.99' 12· HOP£~ W.T./1.B. v, ·, I I v l £AS£M£NT NOTES; (SE£ SHEET 2) 0 INDICATES PROPOSEO EASEMOI/'. (I) INDICATES EXISTING E"ASEMENT. 2 23'03'35" 200.00· 80.-#9' 12· HOP£ ~ w.r./1.e. ~ 1 ; j-r ~ ~ 'ff;_~o''lf: -· ---· -' ' - 3 N67'08',#0"W --26.15• 12· HOPE ~ W.T./1.8. 116.00 c·--,,___ -~ -1 115.oo c _, N5r 1o'29 -W -70.85' 18• HOP£ ~ W.T./t.B. / "' "-..,I...,_,,,-1 L -IA'\ D PR/VA TE STORM DRAIN LINE "D 11 5 N56"21'57"W --5.39' 18" HOP£~ W.T./1.B. ,._ .,... 6 21"25'15" 92.00' J,1.,#0' 18" HOP£~ W.T./1.B. \ ,,, _.--..---\§_J SCALE: 1• -20'"H1, 1• -,#'11/1 I \ I ,,.....__"-.,I/I 5 I' ',I, I.,, 7 N3-#.56'"3-W --97.JB' 18" HOPE~ W.T./1.8. Fi"'" C',.,W7i"lj,J/l,J.7i"l,.,w. t"rr ~urrT 6 8 ,#(J•(H'13" 51.00' 35.67' 18" HOPE ~ W.T..1.B. VIT v. IITVA IV, , ~c.c. Jnc.c., 9 N7'37"55c. -22.86' 18· HOPE~ w.r..1 .e. ~-~-~-----------~-~-~-~-~~---C-I_T_Y_O_F __ C_A_R_T_ CtB-,.-D-j _SH_EBE-TS~I 10 N6"31 :17-W --56.69--2-#" HOP£ ~ W.T./ .B. L.:> ti. 11 N56"08'1-#"E: --82.36' 2,1• HOP£ ~ W.T./1.B. 1----+---+----------------11----+---+--1----1 ENGINEERING DEPARTMENT 12 NJJ'JB'o.J"E: --18.75' 12• HOP£ ~ W.T./1.B. :====:===:===========================:~===:====:====:===: GRADING PLANS FOR: 13 N39.59'16"E: -37.73' 12· HOPE ~ W.T./1.B. 0' '~ D'R-y "Drrv "AS BUILT" DI~ RT 1-1 N61.,#0'-#5"E: --1a.29• 6" P.v.c., DR-.15 BB&tD . VAIT, ..,,,-,,n 15 N-#7',#0'o5"E: --13.26' 6" P.V.C., DR-35 111-ofESS/o,v-1( . u~ PLANNING AREA R-1 # -, ,,~ RCE fl547 EXP. lf-J0-1'1 REVIEIJED BY• /;L 11 x., ..;/ 1--10-)0lQ INSPECTDR DATE " GRAPHIC SCAJ..E 811 20 0 20 ,#0 60 16 N-#7',#0'o5"E: --7.86' -1• P.V.C., DR-35 ,? STORM DRAIN PLAN AND PROFIL- 17 N30.51'#-"W --6.21' ,#" P.V.C., DR-J5 ff <J;-o'<' p-1,j>-fc i PLANNING ENGINEERING SURVEYING t----+---t----------------11----+---+--t----1 SOP 15-17 18 N32'J0'29"E: --J.2,#' s· P.V.C., DR-35 !if ::r 9, ~ S980RuffinRoad.Suite120 19 N.J.j.JBVJ~ --18.40' 6• P.V.C., DR-~ 'ii No.68547 ~ ~~~,;~_::,92123 20 N55•0J'17T --29.18' 6" P.V.C., DR-.J5 • E<p. 9/30/l? • 135B-5ffl-B157Fsx 21 N75•oo'18"E: ---#.21' 8" P. v.c., DR-35 "'--;, CIV\\.-,,, .. )'(' a".: 22 N.J.J'51'4-6"W --53.50' 10" P.V.C., DR-35 a, c~L'' I 23 N.JB'#-'32-W --6.-#5' 6" P.V.C .. DR-35 AARON PARKt DAT£ APPRO\IEO: JASON S. GELDERT// ll .,, • ' , . /,L J,n ,.,, ;e..•?-7.•"J~/i/, t---c-=-c-=t-------,---,c--1--,,,,e---=~--=-------------11----+---+--t----1 CTY ENGINEER PE 63912 ~RES 9/30/IE DAlE 1-"~-2~4=-J~q+-c'-'A=.P~--+--'-A=S_-=-8=-U~I L~T-------------tt------+--+---1-----1 OWN BY: 5&:Q DAlE NTIAL DAlE INITIAL DAlE INITIAL CHKD BY: ~C. ENGINEER~ MlRK REVISION DESCRIPTION t-0-THER-~lfff!Oll~-,ll--CI-TY-i#~F-RW_AL__, RV\\O BY: ,k PROJECT NO. AIS 15-13 DRAWING NO. ..f.84-5D AS-BUILT -----------------------------------~ -------------------- 1' I,, ! ,' ' . Ii I ' ' I I ' II I I I I ~ I !I----1 i (11 G') 0.i::,. .... 00 00 .i::,. ~ I ,[ ' ' I I I , ! ' +---t-H---+--+-t--+--+-+-+-+-1---1---1----l----1-+-l---l-l--l---J--l--l-j- -t-t-t-t--t-t--f--f---f--f-t-f-l---J---J.-J---1---J---J--f-_j_ I--J--+--1---1----j- "' -t--t-H-t---t--t--t-+-t--t-+-+--+-+-+--+-+-+--l---l-+-H---1---l--l---l--1-+-i----------·· --·· -·-... ----- is A -t---t-t-H:-t-t-t--t--t--t-+-+-H--+-t--t-+++-t-t-H--+-1--+++++--+-H--+-l--l--~' · I • ;,1:-+--I--+ -~ -i-H--t--t-1-+-+-+--t-++--H-l--+--H--++-H--++-l--l---l-+-l-i----l---l---l-i---l-W-l--, 120----+--l-------1'. ,~ --- :11D . ,t. I ' 1-: :ti: ~ ~ -·--I II ----~ -r--t---+-+---t-----1---+---Q+oo-t-•-+-J.-+-1+-F.+'-+--+--IV::..:oo:..+~-1----·8-1--F. ___ • 1--·S.--l--+--+-_j_j_'--~;} ... >i'lf--t--+--+-+-+-+-1---1--+-l--+--l---l--+--+--l--- 100-:2 r., ? I F. ~ -IT lll1Pl'r .. ,.. -, -.,_-+-- ! -' -• ~ C.F.S.-t-----t--+--+-+--l-+-4--l--+- -'---l----+--r1-11111H-t-t-t----t--t--t-+-t-H-t-+-t---t--l~~,-o~•--+-14F2+~--lP,::..:S.+.-+-+-l---l---l---+---l---l----l- -t--+--t-+-,--+--+------~---·--·---t-t-H-t-t-t--+--+-+-+-+-HH-+-+-+--l---l--l--1-i--1--1---1--l--l-l--l--+-1-_j_ I · -7 ~ -, ;--t--j_,e"'R.~'/ml ,_,.m,7.i-.i-n .... ~,.~t2"!Qi"j'A/i-t-i,.n.ka.r.11,.iwrl,.-l/.rr.NE-l-•r..it~•-.+' ++-H++-+-+-++- SCALE: 1" -20' 'AS BUILT' RC:. &8547 EXP. q.3o_.1, INSPECTOR 4-24-·l" DATE l--~--l.o io DATE -•; DI • . -• ~ ,f' \ \~ ~ so .,: . ~ , PRIVATE STORM DRAIN DATA TABLE . 7 "~ IWJ((J$ LENCTH OCSCHIP110IV 1 N202'26"W 100.09' 2-1· HDP£ ~ W.T.A.B. 2 N8'19'14"C 7.00' 24" HDP£ ~ W.T./1.B. .J ~40'2.J-w --5.50' 8" P. V.C., OR .J5 4 N60'11 '29"C --49.81' 8" P. V.C. OR .:,5 • 811 ,~ 20 0 GRAPHIC SCALI I 20 "° ~'\ '-'& -~ \"\·~ ~ ~ !''. \ \ 60 EASEMENT NOTES; (SEE SHEET 2) 0 INDICATES PROPOSED E:ASEMENT. (I) INDICATES EXISTING E:ASEMENT. . I I PRIVATE STORM DRAIN DATA TABLE □ /::::,.; 'NG RADII/S LENGTH 0£SCRIPTION 5 N4rOB'-#2"C --87..J5' 12" 'HOPE ~ W.T.; .B. 6 N58"<H'42"C -72.59' 12" 'HOPE~ W.T. • .B. 7 N82"00'08"w -6.02' 8" P.V.C., OR-.J5 8 N42"51'18"w -16.06' 8" P.V.C., OR-.J5 9 N-U"2.J'o9"w -5.91' 8" P.V.C., OR-.J5 10 l-f.]1"55'18-W -2.45' 8" P. V.C .• OR-.J5 (1) / rl.1"G.Ll 1oq ·--~ / -, i'I.S • . -M _L -+,-, - " 110 -+1---1--+-+--+--I- +---t-1-+---+--+-4--~·-1--t--J---l---l-+---+=~:c,j.._ __ tr~ST. -+l~-+-+--+-~- H->-+-+--+-~- +-+---i--l--+--+-l-+-+-f---11---1-l--1--+--I-!-f---l-+-1-----+t---t--+--+--+---+ 119.0 S. G. 'H.G,.L oo·t---. I • -o-- 1•1,v•-+--+---+-+-+--t-t--+--+-+--+--+-+-+--+-1---1---+-1--1- FOR IMPROVEMENTS WITHIH LUISEfilo WAY {PRIVATE} SEE CITY OF CARLSBAD DWG. NO. #J4-5G. PRIVATE STORM DRAIN LINE "B" PRIVATE STORM DRAIN DATA TABLE BB&D~ FLANN(NG ~~SJNEEFUNG 3890 Ruffin Road, Suite 120 Sen Diego, Ca. 9121 2_3 EEiB-560-1141 BEiB-580-B1 57 Fax AARON PARKO(/ PLJRVEYING DATE □ /::::,.~'NG RADIUS LENGTH 0£SCRIPTION 11 N.Jtr24'21"C 65.72' 12" HOPE ~ W.T./1.B. t-----i---t-----------1--------1---!.-----l-_J ~ CITY OF CARLSBAD I SHEEBlS I ~ ENGINEERING DEPARTMENT r------;---;--------------+---l-----!----11--__J GRADING PLANS FOR: OUARRY CREEK PLANNING AREA R-1 STORM DRAIN PLAN AND PROFII F SOP 15 17 APPROVED: JASON S. GELOERT// /, 'J...1.-H / I.... ~ ;. • .,, ... All t-4,.z;;-;4~./;.'ft--;A •. P..t-.A"S-,·8=:-U77/-:-,LT~---------+---l------!----II--__J QTY ENGINEER PE 63912 ~ 9/Jo/16 DAlE DAlE INITIAL DAlE INITIAL DAlE INlllAL DWN BY:-=-= 1 PRo.£CT NO. I DRAWING NO. ENGINEER a, WCAK REVISION DESCRIPTION OlHER APPROVAL aTY APPROVAL = :~\ ~ _ MS 15-1 J _ '84-50 AS-8UILT I: II 11 i I! 11 ii ii II ~ ~ J!! :i ~ ES ~ JJ ~ mm u, •~ m ~ • ]~~ •e l! ~ I am 0 ~~~ j gi -1~1 u, II II I I I I 'cl ► ii en Ci)~ 0.,:,. .... 00 00 .a:,. I en C I I • I ' ' I . ' I i I i ' ' ' . SPECIAL INSPECTIONS AND VERIFICATIONS BY A SPECIAL INSPECTOR ARE SPECIAL INSPECTION BY A SPECIAL INSPECTOR FOR THE CONSTRUCTION OF CMU I . REQUIRED FOR CONCRETE CONSTRUCTION AND SPECIFIED IN THE FOLLOWING TABLE STRUCTURES ARE REQUIRED AND SPECIFIED IN THE FOLLOWING TABLE: SPECIAL INSPECTION TABLE FOR CONCRETE CONSTRUCTION SPECIAL INSPECTION TABLE FOR (ONLY APPUCABLE IF THE STRUCTURAL DESIGN OF FOOTING IS BASED ON re> 2500psi) SEE NOTE #4 UNDER REINFORCED CONCRETE. CMU STRUCTURES :::ontinuoui Periodical!, FREQUENCY OF INSPECTION REFERENCE FOR CRITERIA VERIFICATION & Not Reference IBC ~uring tas during task INSPECTION TASK Not Continuou1 Periodically IBC ACI ACI INSPECTION TASK AppHcabte listed listed Standard Reference during task during task Section 530/ASCf 530.1/ASCE Applicable listed listed 5/TMS 402 6/TMS 602 1. Inspection of reinforcing steel and placement. 1. Verify compliance with the approved submlttals and a. Placing of reinforcing steel ✓ required inspection provisions b. Sampling and testing of steel for (Mortar mix design, Grout ✓ Art. mix design, Material certificate~ 1.5 (mill reports & identification of ✓ steel) ACI 31B: for mortar, grout, masonry unit 3.5, 7.1·7.7 1910.4 reinforcement, anchors, ties, c. Inspection of installation of ✓ and fasteners). t41bar couolen1 .. d. Reinforcing steel sizes, 2. As masonry construction spacing, splices, clearance begins.the following shall be and concrete cover pet ✓ construction documents verified to ensure compliance; a. Proportions of site prepared ✓ Art. 2. Inspection of reinforcing steel 2.1,2.61 wetding in the following items: mortar. AWS D1.4 a. ton 01 we,-.,1,11y ot ACI 318: 3.5.2 b. Construction of mortar joints. ✓ Art. reinforcing steel other than ✓ 3.3B ASTMA706 Art. 3. Inspection of anchors cast in c. Grade and size of prestressing ✓ 2.4B, concrete where allowable loads tendons and anchorages. 2.4H, ✓ ACI 316: 1906.5, have been increased or where 8.1.3, 21.1.8 1909.1, d. Location of reinforcement, Art. Strength design is used. connectors, and prestressing ✓ 3.4, 4. Verifying use of required tendons and anchorages. 3.6A design mix e. Prestressing technique. ✓ Art. ,.o a. Method of proportioning ✓ ACI 31B: 1904.2, f. Properties of thin-bed mortar ✓ ✓ Art. b. W/C ratio ✓ Ch. 4, 5.2-5.4 1910.2, for AAC masonry. 2.1C 1910.3 3. Prior to grouting, verify that c. cement type ✓ the following are in compUance: d. Strength ✓ Art. 5. At the time fresh concrete is a. Grout opace. ✓ 3.2D, sampled to fabricate specimens 3.2F for strength tests, perform ASTM C 172 b. Grade, type, and size of slump and air content tests, ✓ ASTM C 31 1910.9 reinforcement and anchor ✓ Sec. Art. Determine the ten'lperature of ACI 31B: 5.6, 5.8 1.16 2.4, I bolts, and prestressing 3.4 the concrete for shotcrete tendons and anchorages. construction c. Placement of reinforcement, Art. 6. Inspection of concrete for connectors, and prestressing ✓ Sec. 3.2E,3.4, 1.16 proper application techniques. ✓ ACI 316: 5.9, 5. H ' tendons and anchorages. 3.6A (conveying & depositing) d. Proportions of site-prepared Art. 7. Inspection for maintenance of 2.6B, specified curing temperature grout and prastressing grout for ✓ 2.4G.1.I ! ✓ ACI 31B: bonded tendons. (cold weather & hot weather) 5.11-5.13 and techniques e. Construction of mortar joints. ✓ Art. 3.3B I 8. Inspect fonnwork for shape, location and dimensions of ✓ ACI 318: 6.1.1 4. Verify during construction. the concrete member being I a. Size and localton of structural fonned I elements ✓ Art. 3.3F b. Type, size and location of SPECIAL INSPECTION BY A SPECIAL INSPECTOR FOR EXISTING SITE SOIL CONDITIONS, FILL anchors, including other Sec. PLACEMENT & LOAD BEARING REQUIREMENTS SHALL BE PERFORMED PER THE FOLLOWING TABLE. details of anchorage of 1.16.4.3 masonry to structural ✓ 1.17.1 I CAOOC ;SITF members, frames or other . ~lvALLY construction. VERIFICATION & INSPECTION TASK a.nn, ,.-.an1 i:: """'•'" no• Sec. ' i ' ✓ 2.1.7.7.2, 1. Verify materials below c. Welding of reinforcement. footing are adequate lo 3.3.3.4(c ✓ B.3.3.4fb achieve the design bearing ! capacity per soils report. d. Preparation, construction, and Art. protection of masonry during cold ' 2. Verify excavations are ✓ 1.8C, extended to proper depth weather (temp. below 40') or hot 1.BD & have reached proper ✓ i weather (temp. above 90'). material per soils report. e. Application and measurement ✓ Art. of presstressing force 3.6B 3. Perform classification & tasting of controlled ✓ f. Placement of grout and Art. fill materials per soils I prestressing grout for bonded ✓ 3.5, roport. ! ten~~~.iS_)n compliance. 3.6C 4. Verify use of P'?.f'"r g. Observe preparation of grout Art. materials, densities & lift specimens, mortar specimens, ✓ ✓ 3.3B.8 thicknesses during place-✓ ~nd/or ~sms. ment & comr=ion of :!"'.J.>:?lled fil per soils Art. I 5. Observe preparation of grout .4B.2.a.: 5. Prior to placement of specimens, mortar ✓ .4B.2.b.' controlled fiH, observe .48.2.c.~ su~rede & verify that ✓ specimens, and/or prisms. 1.4B.3, site as been prepared 1.4B.4 properly per soils report. Exception -Special inspection is not required during placement of 6. Verification of fm prior to ✓ Art. controlled fill having a total depth of 12 inches or less, construction. 1.4B 7. Verification of slump flow and Art. VSI as delivered to the ✓ .58.1.b.' self-consolidating grout. For SI: 'C • ('F-32) 11 .8 STAMP, SHEET t:JAME, PROJECT t:,JUHBER, RESTRICTIVE NOTICE DEVELOPER, LANDSCAPE STRUCTURES ~391 I THESE DESIGNS, DRA'wINGS, AND DETAILS & NOTES .. SPECIF"ICATI□NS ARE THE McKinley Associates ENGINEER, EXCLUSIVE PROPERTY □r G□UVIS . ENCi!N£E:RtNG C□NSULTING GROUP, • J,; DRAFTER, AND ALL INFDRMA lt□N SHD'w'N IS I CDNFinENilAL t□ ALL RECIPtt:~ns ARCHITECT, " -AND NO PART □t fHESE DRA'w'INGS ~I ISSUED DA ELOT DATE, CAN BE COPIED, TRANSrERED, □R Chelsea Investment Corporation .... ,.la,j7 I 0/12/2015 04/11/2016 REPRODUCED, N□I< CAN ANY GOUVIS STRUCTURES BE BUILT rROM THEM c,v,1. w'ITHDUT "f/RITTEN CONSENT □F SHEET NUMBER, G□UVIS ENGINEERING CONSUL TING . . enu1110er1no . (', .,q ··• GROUP LOCATION, ,, .. COPYRIGHT GDUVIS ENGINEERING ►)lltud(/n$ ~~Ii .. (iu~ s~sw I CONSUL TING GRauP 2008 ALL DATE SIGNED, RIGHTS RESERVED Carlsbad, Ca . . • - . .. .. , . . .. . . . L SPECIAL INSPECTION 10. Special inspection for concrete masonry construction shall be carried out in accordance with Building Code Section 1704 and requirements in Special Inspection tables on sheet SN• 1. Masonry compressive strength, rm shall be verified D/ Unit strength mathOd or Prism test method prior to and during construction as described in Building Code, Section 2105. FOUNDATION Soils Foundation engineering has been predicated on data and recommendations . contained in soils report by Geocon, Inc. SOILS REPORT NO. 0713~2-0B, DATE 09/01/2015. This report is considered part of ' calculations and construction documents ard is to be adhered to in all of its recommendations and requirements. Soi engineer should review and approve retaining wall plans prior to construction. A . . . . . . m-- DESIGN CRITERIA: ACTIVE EFP (LEVEL) • 35PCF SOILS DENSITY • 130 PCF ACTIVE EFP (2:1) • 50PCF BEARING CAPACITY• 2000 PSF PASSIVE EFP • 150 PCF U.• 0.35 re• 2500 (see note #4 under reinforced conaete) 1. U.N.O. all cells containing reinforcing steel ;hall be grouted solid. 2. All portion of wall retaining shall be grouted solid. 3. All footing shall be poured on undtsturbed ,round or undisturbed engineered compacted fill. A field soil memo Is requirec from a representative of the geotechnical consultant for soil inspection of the footing excavation to conflm, that the footing is excavated into SLitable bearing material. 4. Wall shall be laid true and plumb. 5. Provisions shall be made for adjoining conitruction. 6. All laps and splices shall be 48 bar diamettr min. 7. All construction shell be done in accordance with applicable sections of the 2013 CALIFORNIA BUILDING CODE and ACI standards 318-11. 8. All bars shall be bent cold. 9. Contractor shall verify compatibility of desi9n with existing conditions prior to placement of footing steel. 10. Backfill shall be per soils engineer's recomnendations. ' 11. Subdrain shall be 4" perforated PVC sche<lule 40 pipe with 1 CF/LF of 3/4 • crushed rock or equivalent wrapped in filter fabric. The filter must '& ove~ap 12" al ends of the filter. See Civil Flan for wall drain outlet. ' . .I 12. Waterproof baek of all the retaining walls ~/2 coats of asphaltic emulsion per manufacturer's specifications. 13. Slab control joints shall be placed stall angle points and a maximum 12'-0" o.c. 14. Backfilling shall not be pennitted until at least 7 days after the walls are built and re has reached min. 2500 psi an~ grout has obtained min. 2000 psi compression strength. . 15. Retaining walls are not designed for surcinrge of paving equipment. Equipment must be kept back from top of he wall minimum distance equal to wall height. 16. For curved portion of the walls, footing rei~forcing shall be placed radially, and spacing measured along the centerlin! of the masonry wall. 17. Outlet of any surface drainage pipe into th! subdrain system is absotutely prohibited. 18. Concrete cylinder tests from project pour, ,n accordance with the C.B.C. shall be submitted for review and approve by the project soils engineer and the local jurisdk:tlonal authorities, prier to any backfilling. 19. Step footing shall be in even block incrermnts. 20. Footings shall be poured continuously. SPECIAL INSPECTION: 1. In addition to the regular inspection, the fdlowing items will also require special inspection in accordance with Sec 1704 of the Building Code. 2. Soils compliance prior to the foundation inspection, pre-stress foundation, high strength steel and concrete. 3. All inspection and tests shall be perfonned by a qualified testing agency retained by the owner. 4. The special inspector shall be qualified an:I approved by the building department and acceptable to the architect. 5. The special inspector shall observe work assigned for conformance to the approved design drawings and specifi:ation. 6. The special inspector shall furnish inspeclon report to building department, engineer and architect of record. Copies of the report shall be available at the job site at all time. 7. Final reports for all inspections and testint must be provided by the special inspector. Final reports shall docu'T'lent completion of all inspection and correction of all noted discrepancies. 8. The duties of special inspector shall be in confonnance with the requirements of section 1704 of the California building code the latest edition. 9. Contractor shall be responsible for all eXJBnses due to any premature notification of inspectiOn which results in additional site visits. 10. Failure of notification by the contractor fo, inspection on a timely basis may result in complete removal and repl~ment of all work perfom,ed at contractors expenses. Site visits by the structural engineer do not constitute an inspection. Special inspection required for the followir1g items: ,;, 1,2,-20 JL AS·TIUIL T 05/11/16 JL /1\ PLAN CHECK REVISION DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL GENERAL REQUIREMENTS All material and workmanship shall comply with the following: 1. These General Requirements unless otherwise noted on plans or specifications. 2. California Building Code, 2013. 3. All applicable Local, State and Federat Codes, Ordinances, Laws, Regulations and Protective Covenants governing the site of woric 4. Standard Specifications of ASTM as noted herein are required by the Building Code or C.B.C. 2013. 5. In case of conflict, the more stringent requirement shall govern. 6. On site Verification of all dimensions and conditions shall be the responsibility of the contraclor and sub-contractors. Noted dimensions take precedent over scale of drawings. 7. Engineer or architect of record is to be notified immediately by the contractor should any question arise pertaining the working drawings and/or specifications. 8. No deviations from these requirements and structural details shall be made without the written approval of Gouvis Engineering Consulting Group. Approval by the inspector does not constitute authority to deviate from plans or specifications. 9. The design, adequacy, and safety of erection bracing, shoring, temporary supports, etc., is the sole responsibility of the contractor, and has not been considered by the architect or Engineer. The contractor shall provide the necessary bracing to provide stability prior to the application of the aforementioned materials. Observation visits to the site by the architect or structural engineer shall not imply the assumption of any responsibility in this regard. The builder has requested, contracted with and is compensating Gouvis Engineering Consulting Group for the limited servk:es of provtcling the minimum structural engineering drawings required, when combined with the other builders consultants drawings, to obtain a building permit for this project. Th_ese drawings are not intended to, nor do they, detail all conditions, identify all materials, or define or limit the scope of work required to complete the project. The builder has requested, accepts, and represents that he will select all materials and manufactures, qualify and sel&Ct all subcontractors and installers, direct all ways and means of construction, and provide all additional information, above and beyond these drawings, required to comptete the project in conformance with all governing agencies and the work will meet or exceed accepted industry standards. 10. Gouvls Engineering shall have no llablllty for waterproofing or moisture transmi:sion issues, whether related to concrete slabs, footings, foundations, or otherwise. Owner and Contnctor shall be entirely responsible for such issues, and will defend and indemnify Gouvis Engineering :19ainst all such claims REINFORCED CONCRETE GENERAL 1. AU reinforced concrete materials and construction shall conform to chapter 19, C.B.C. MATERIALS 2. Cement shall conform to C.B.C. 1903 of C.B.C. and shall correspond to that on which the selection of concrete proportions were based. 3. Concreta aggregates shall confonn to C.B.C. 1903 4. Use type V cement for concrete in contact with soil containing sulfate. (min. fc -4500 psi, 2B days). Refer lo section 1904 of Building Code for special exposure conditions as required by Soils Engineer & see Corrosion Engineer's recommendations for concrete exposed to corrosion. 5. Reinforcing steel shall confonn to ASTM A615. Grade 40 for sizes #3 and #4 and grade 60 for sizes #5 and larger. 6. Dowels shall be equal in size and spacing. STRENGTH 7. Concrete shall be proportioned to provide a minimum compressive strength, fc, equal to 2500 psi (28 days), unless noted otherwise. 8. All reinforcing, dowels, holdowns, and other inserts shall be secured in position and approved by the local building official prior to the pouring of any concrete. Min. concrete cover for reinforcing: a. Concrete, placed against earth not formed -3" b. Concrete fanned or troweled -2" c. Walls and curbs - 1 1/2" d. Slab on grade -at center CONCRETE MASONRY GENERAL 1. All concrete masonry materials and construction shall be in accordance with Euilding Code, Chapter 21. MATERIALS 2. All materials making up finished concrete masonry construction shalt conformto standards required by Building Code Sec. 2103. 3. Mortar shall be type M or S as applicable and confom,ing with ASTM C270 ard shall be proportioned per Article 2.1 & 2.6A of Specification for Masonry Structures (TMS 602·11/ACI 530.1-11/ASCE 6-11) 4. Grout shall comply with Article 2.2 & 2.6B of TMS 602-11/ACI 530.1-11/ASCE 6-11 and shall attain a minimum compresstOn strength at 28 days of 2000 psi or the required cornpresion, fm, whichever is greater. The compressive strength of grout shall be determined in accordana with ASTM C-1019. 5. Concrete masonry units shall conform to ASTM C90 for load bearing concrett masonry units. Concrete brick shall confonn to ASTM C55, Specifications for Concrete Buildhg Brick. 6. Grade N concrete bricics are for use as architectural veneer and facing, limit~ to in exterior walls. 7. Grade S concrete bricks are for general use where mOclerate strength and l"fflistance to frost action and moisture penetration is required. STRENGTH 6. The specified compressive strength of masonry, rm, shall be 1500 psi, unles1 noted otherwise. If higher rm is noted, it shall be verified by prism tests as required in section :105. 9. Reinforcing steel shall conform to ASTM A615. Grade 40 for sizes #3 and #4 and grade 60 for sizes #5 and larger. 11 AS BUIL 1 11 ._., / ~...,, ' RCE ( 'J EXP. DATE ' / REVIE\v'ED BY, n /);;{£.;:-l ~s IJ-)(J .i_p INSPECTOR DATE I SH~ET I CITY OF CARLSBAD I SH~TS I ENGINEERING DEPARTMENT c:JRAD!ijG PLANS F'OR: ' QUARRY CR££K PLANNING AREA R-1 TITLE SHEET SOP 15-17 APPROVED: JASON s. GELDER4 II I• , ' I ,,.,, [.?_~,-.. ~. ' , , CITY ENGINEER PE 63912 nPIRES 9 )30 /1 ( DATE DWN BY: GOUWS PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY: <--JI: MS CITY APPROVAL RVWQ BY: 15-13 484-5D AS-BUfL T II I Ii I II II I II I II 11 I I I I I I II I O' ::c I ~ i ::c ·-·-·---, C -.~ .... Ci) 0 ~ ... 00 00~ I u, C i I , I 'i: 'Ii i ! ! I ' i I ---. -. " '>'' 'Oo,•~~"-'"""'-••'"'§• .. -•~•-'-,.._.,,,, -•-- CONCM1E r---.<E 8'IOWDIIC'h l !!ET---_,, ,._ r-. .,.,,., ;,: , .-------WAlEA""°"""" "'"'AftCHITET I DMNIIIGEPNiEI. (111~_ .. IIIID 011 IIQUIIIMJIN11 """ •r1 ·•aa,...,N)CK ~ 11 CU,FTA'T.) ,.._.,,_.,...,.. t2.j FN.TIII,,__, """'mo:.\ ~.;-.:~y INYIL0PE -~;.: -,.,i1o10NOR -bl: ~ J 8:IUIVAIST ·,44-.,..,,, I ...._ 4• IM. ICHEDULE40 FOCmNI) I eu CIIATED PYC PN ,.,.,,..,,.,.,, .... ,. . ORTOTALDIIMI EAIENLED l'O _,,CUTLET N011E' DfWN IHOU.D N UNFOMI.Y ILc.El>lOa/Nr,,,vffv OUT\.ET ORTOA ...... WATMCM•IBDIEDltYPWPNG TYPICAL RETAINING WALL DRAIN DETAIL 10:EQCON • QUARRY CREEK PA R-1 IJ.NCOtlP-·OB~'l'tlD !GEOT!:CHNICAI. ■ ENVIRONMENTAL ■ MAlERIAIS CARLSBAD, CALIFORNIA I 69601'1>HlBSDIIM · s.NDIEGQ, OOf0INA 92121-'l'll 4 PHON:8585!8-6900-FAX 858 55U159 ' RM/ML I I . DSl</GlYPD OIITE 01 • 01 • 2015 I PIIOJECTN0.07135--42-08 I FIG.5 ' Ji ... A11""11'111 ,,...io,o 1'il .a ·--•• --... ~ .... -~ ' MORTAR CAP l " ' • 4'-0ft DRAINAGE DETAILS PER GEOCON 9 RETAINING SOUND WALL RWS f ·----.. - -\ RESTRICTIVE NOTICE THESE DESIGNS, DRA'wlNGS, AND SPECIFICATI□NS ARE THE EXCLUSIVE PRCPERTY □F" G□UVIS ENGINEERING C~SUL ilNG GROUP, AND ALL INt□RMA il□N SH□w'N IS CONFIDENTIAL T □ .61LL REClPIENiS AND N□ PART □r THESE DRAVINGS CAN BE: COPIE:D, TRANSFERED, □R REPR□DUCED, NDR CAN ANY STRUCTURES BE BUILT rRCIM TH£M 'w'ITH□UT l/RITTEN CONSENT or GOUVIS ENGINEERING CONSUL TING GROUP COPYRIGHT GDUVIS ENGINEERING C □NSUL TING GR□UP aooa ALL RiGHiS RESERVED DEVELDF'ER: McKinley Associates &RCHITECT, Chelsea Investment Corporation LOCATION: Carlsbad, Ca STAMP: DATE SIGNED, '1'1\'i -1 R/W I 3'-0"MINI 7 ' \ .. . . " ~ --------,. @ , "' \SIDEWALK 1. (2) #4 CONTINUOUS 2. 8' SOLID GROUTED CMU. 3. #4 HORIZ BARS AT 16" 0.C. 4. #5 VERT. BARS AT 8" O.C. DOWEL INTO FOOTING AS SHOWN WI STD. HOOK. 5. COMPACTED BACKFILL APPROVED BY SOILS ENGINEER 6. #5 AT 12" O.C. E/W 7. CARLISLE/MIRADRAIN OR TREMCO WATERPROOFING 8. DRAINAGE SYSTEM OR APPROVED EQUAL. INSTALLATION PER MANU. SPEC. SEE SOIL ENGINEER RECOMMENDED DRAINAGE DETAIL PER 9/S-SW2 9. CONC. FOOTING 10. WET SET CMU 1.5" INTOCONC 11. ADD#5 'NOTES: SLOPE SETBACK, FOOTING EMBEDMENT DEPTH, AND WALL HEIGHT TO BE REVIEWED & APPROVED BY CIVIL ENGINEER. l1i a z _., ::i! .., . $ ~ " CORNER i 1. ADDITIONAL #5 VERTICAL BAR PLACED AT CENTER OF WALL 12" MIN. INTERSECTION TYPICAL WALL CORNER DETAIL 4 D51J6 SECTION A-A ~----i 3 I 1. 1" GROUT SPACE. 2. STONE VENEER. 3, CONCRETE MASONRY WALL. 4. NO. 12 B.W. GAUGE GALVANIZED WIRE VENEER TIES FORMED IN A LOOP all MAXIMUM 12" O.C. HORIZONTAL AND VERTICAL. 5. NO. 12 B.W. GAUGE GALVANIZED WIRE THREAD THROUGH THE NO. 12 WIRE LOOP ANCHOR STONE VENEER UNITS UPTO 10" MAXIMUM THICKNESS STONE VENEER TO MASONRY 5 ' . • 5 ' . ' ' ' --0 ~ . ... 1. REBAR. 2. 8" CONCRETE BLOCK WALL. 3. NO. 9 B.W. GAUGE GALVANIZED HORIZONTAL WIRE JOINT REINFORCEMENT CONTINUOUS. 4. 1"x22 GAUGE GALVANIZED ANCHOR TO ENGAGE THE N0.9 B.W. GAUGE WIRE JOINT REINFORCING i18" 0.C. HORIZONTAL & 16" O.C. VERTICAL . ANC OR SHALL HAVE A LIP OR HOOK TO ENGAGE THE N0.9 B.W. GAUGE HORIZONTAL WIRE IN MASONRY VENEER SIDE . r~==r~=====......._ . . 4(d)OR tfR -""========~="'I 2112"MIN. I 8(d) I ~(d) I I 90" BEND 7 ·•. / ..... LAP SPLICE TIE OR HOOK [15124 STIRRUP BEND 48(d) • IN CONCRETE 48(d) MASONRY (U.N.O.) f WIRE TIE END (!) ~ z,--I"' :::::! .Z <CW ,_ :I! w -oo 180" BEiD R= 3!dl FOR 13 THRU #8 R= 4 d FOR 19 THRU #11 R= 5 d FOR 114 THRU #18 ' INCREASE LENGTH BY 30% FOR TOP BARS (!ORIZONTAL BARS SO PLACEC THAT MORE THAN 12 INCHES )F FRESH CONCRETE IS CAST IN THE ~i~~JJR BELOW. EXCLUDE CROSSTIE D= 4(d) FOR #3THRU #5 D= 6(d) FOR #6THRU #8 NOTES: • PUT CROSSTE WI EACH STIRRUP AL 1. 135" BENDS -ALL BENDS 5-iALL BE MADE COLD TYP. REINFORCING DETAILS 1 48db ------- 24"MIN. D5 ·, 1 SRW STEPPED FOOTING CONTROL JOINT AT TOP OF WALL 0 11 00 &\ fr TYPICAL CONTROL JOINT 0-1,'t'-0 CONTROL JOINTS SHALL BE SPACED 20'-0" MAX. U.N.O. 2 I---+~ 7 r 6 NQTES: "S" SHOULD BE MIX 18" "D" IS OVERALL DEPTH OF FTG BEND REBARS IF tEQUIRED & LAP MIN. 48 BAR OIAM£iERS REINFORCEMENTro MATCH FOUNDATION DEl\lLS. 7 1. CONCRETE B.OCK. 2. SEE DETAILS~BOVE. 3. BACKER ROD JOINT FILLER 2 AND SEALAN" PER ARCH. DWGS. FROM TOP OF THE WALL TO THE TOP OF FOOTING PER MANUFACTURER'S SPECIFICATION. SPECIFICATION. 4. FOOTING 5. ADDITIONAL VERTICAL BAR ON EACH SIDE OF CONTROL JOINT 6. TERMINATE 1-QRIZONTAL REINFORCING 2" FROM CONTROL JONT. 7. CONT. TOP BARS/CHORD BARS PER WALL SECTION. 8. JOINT FILLER 9. BACKER ROC & JOINT SEALANT. EXTENT OF BACKFILL, BACKFILL MATERIAL & DRAINAGE 3 4 5. MASONRY VENEER 5" THK MAX. THICKNESS. TYP. CMU WALL CONTROL JOINT DET. 3 ,-,i=::-c:;r:::,_11 1·-•( SYSTEM TO BE REVIEWED .-& APPROVED BY CIVIL AND GEOTECHNICAL ENGINEER. 11 AS BUIL 1" EDGE DISTANCE TO REBAR • < '. INDICATED IS CLEAR DIMENSION. . .. : / 1 EXP, ___ _ DATE MASONRY VENEER ANCHORED TO CONCRETE BLOCK WALL 8 VENEER TO MASONRY 6 INSPECTOR DATE SHEET NAME: PROJECT. NUMBER, LANDSCAPE STRUCTURES 63911 DETAILS & NOTES •E•NG•I•N•E•E•R•, ----• 1----+---+-------------+---+---+----!---I IT:] crrNrilli;~KNG_ ~~~~~~!\D rn DRAFTE•~: ISSUED DA E'LOT DA TE: I 0/ 12/20 15 04/1 1/2016 SHEET NUMBER, l·ZJ·20 JL AS·BIJILT S-SW2 _05/11 /16 JL DA Tt INITIAL ENGINEER OF WORK PLAN CHECK REVISION --------- REVIS ON DESCRIPTION DATE INITIAL OTHER APPROVAL DA Tt INITIAL CITY APPROVAL GRADING PLANS FOR: TITLE SHEET QUARRY CR££K PLANNING AREA R-1 -------------------. APPROVED: JASON S. GELDERT SOP 15-17 -----,------'~e4..<~L6·22· 2,/)/b CITY ENGINEER __ . PE 63912 __ D_AIT DWN BY: -GO,fV!S I CHKD BY: _· ,,..Jl.,,.~- RVWD BY: PROJECT NO. MS 15-13 ORA.WING NO. 48,4-5D AS-BUILT Ii Ii Ii I C ~ ~ ~ ;z i R! D ' -· ! I ! I • i ! I I _/ 1/