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HomeMy WebLinkAboutDWG 476-5A; RP 12-13; ARMY AND NAVY ACADEMY ATHLETIC FACILITY; 01-17\ \ GRADING NOTES (IN ADDITION TO TH[ RfQ/J/RfMfNTS OF CHAPTER 15.16 OF fflf CARLSBAD MUNICIPAL CODE.) 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREV/OUSL Y APPROV[D BY THE CITY OF CARLSBAD REGARDING GRADING SHOWN ON Tl/JS SfT OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY POR110N OF THf CARL5BAD MUNICIPAL CODE, RfSOLUTION OF CONDITIONAL Al°PROVAL, CITY STANDARDS OR OTH[R ADDITIONAL DOCUMEN rs LISTED HER[ON AS THEY MA y PERTAIN TO THIS PROJECT. THE ENGINEER IN RfSl°ONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF- WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PIWMPTL Y SUBMITTED TO THE CITY ENG/NEEF/ FOR APP/WVAL. 4. A R/G/-IT--OF-WA Y PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA TE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERM!TTEE'S POLICY IN THE MIN/MUM AMOUNT OF $1,000,000.00 /--OR [AC/-/ OCCURRANCE OF LIABILITY THE INSURANCE COMPANY WR/1/NG THE POLICY MUST /:/_AVE A RATING OF "A-" OR BETTER ANO A SIZE CATFCORY OF_CI_ASS V OR BFTTER AS FSTABLISHEO BY "BESTS" KEY RATING GUIDE. 5. NO WOliK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 6. APPROVAL OF THESE PLANS BY THE C/"IY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIi. THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED ANO A VAUD GRADING PERMIT HAS BEEN ISSUED. 7. NO REVISIONS WILL BE MADE TO THESE PLANS WITI-/OUT THE WRITTEN APPROVAL OF T/-iE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET. 8. ORIGINAL DRAVIINGS SHALL BECOME THE PROPERTY or Tl-IE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. THE ORIGINAL ORA WING SHALL 8£ REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER···OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 10. ACCESS FOR FIRE ANO OTHFR EMERGENCY VEHICLES SI/ALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 11. WHERE TRENCHES ARE WIT/JIN CITY EASEMENTS, A SOILS RE/OORT COMPR/Sf.-0 OF: (A) SUMMARY Sf-/EET, (B) LABOR!\ TORY WORK SHEETS ANO (C) COMl°ACT/ON CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WIT/-1/N TV/0 WORKING DAYS OF THE COMPLETION Of" FIELO TESTS. 72. A SOILS COMPACT/ON REPORT AND COMPLIANCE VER/FICA TlON REGARDING ADHERENCE TO RECOMMENDAFIONS OU"/LINEO 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 CAUFORNIA PRINCIPAL/_ Y D0/1~G BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FU /URE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPE:C/FICAnONS AND THI:_. " EARTHWORK SPECIF/CATIONS A TTACHEO ro 1HE PRELIMINARY SOILS INVESTIGATION. DAILY FIELD COMPACTION REPORTS WILL Bt: SUBMITTED TO THE PROJECT INSPECTOR. 13. /L_EHE_C.ONSJEJ.lG.IJ.QJY__M£.Eil/'1SL.SHilLL BE HFLO AT THE SITE PRIOR TO THE BEGINNING OF W!JRK AND SHAii SE ATTENDED F!Y All RFPf?FSFNTATIVFS RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALI OTHER ASPECTS OF __ THE WORK. THE CONTRACTOR SHALL REQUEST A PRE.CONSTRUCTION MEETING BY CALLING THE INSPECTION LINE AT (760) 4.38-3891 AT LEAST F/VE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCT/ON. THE CONTRACTOR WILL THEN BE CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DA TE AND TIME FOR Tl-IE PRECONSTRUCTION MEETING. APPROVED DRAWINGS MUST 8E AVAILABLE PRIOR TO SC/-IEDULING. T/-1[ GRAD/NG PERMIT WILL BE PROV/OED BY T/-IE. PROJECT INSPECTOR AT ff/E MEETING. 14. Al I /NSPFCTION RCQIIFSLS OTHER 1HAN [OR PRFCONSTRUCTION MFFT/NG W/I I BF MA!JE___JJ.Y__CAllJNfL __ THf__f:i,/CiiliEEEli'/ILZ4-HOUR INSPFCTION R[Oll[ST I INF AT (760) 4.3/l-.3891. INSPECTION RFOUFST MUST BE RfCEIVFD PRIOR TO 2: 00 P.M, ON __ THE DA Y __ BEFORE THE_INSPE.CT/ON IS __ NEFDFD. INSPECTIONS VI/LL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTIIERWISE. REQUESTS MADE AFTER 2: OD /0.M. WILL BE SCHEDULED FOR TWO FULL NORK DAYS LA 1ER. 15. Tl-IE OWNER ANO/OR APPLICANT THROUGH THE DEVELOPER ANO/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STA TE AND FEDERAL SAFETY AND HEAL TH .STANDARDS, LAWS ANO REGULATIONS. 16. Tl-IE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OT/-IER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING TIIE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLA T/ON T/-IEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRE"NCHES FIVE FEET (5') OR MORE. IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCA VAT/ON. IF Tl-/[ PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS TITLE 8 CALIFORNIA ADMINISTRATIVE CODt~---··THE _ PLAN SHALL . BF PREPARED "Ilf-A REGISTERED ENGINEER AT THE CONTRACTORS FXPENSF. A COPY OF THE OSHA EXCA VAT/ON PERMIT MUST BF SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 17. NO BLASTING S/-IALL BE PERFORME.O UNTIL A VALIU BLASTING PERMIT HAS BEE.N OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. "/8. IF ANY ARCHAFO/ OG/CAL RESOURCFS ARF DISCOVERED WITHIN At-/.Y ____ WORK AREA OUR/NG CONSTRUCT/ON, OPERATIONS WILL CEASE IMMFD/A TEL Y AND THE PERMITTEE WILL NOTIFY THE CITY ENC/NEER. OPERATIONS WILL NOT R[START UNTIL THE PERMITTEE HAS RECE/VfD WRITTEN AUTHORITY FROM THE CITY ENGINEER TO 00 SO. 19. ALL OPERATIONS CONDUCTED ON T!IE. SITE OR ADJACENT THERETO, INCLUDING WAFIMING UP, REPAIR, AF/RIVAL, DEPARTURE OR OPERA T/ON OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT 5/-/ALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR 1/0LIDAYS. (A LIST or CITY HOLIOA YS IS AVAILABLE AT THE ENGINEER/NG DEPARTMENT COUNTER.) 20. Al L OFF-Slff /-!AUL ROUTFS SHALL BE SUBM1IJ£.0 Bf_ THE CONTRACTOR TO Tl-IE CITY ENGINEFR FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 27. IMPORT MATERIAL SHALL BE. OBTAINED FROM, AND WASTE MATERIAL S/-IALL BE DcFOSl"/ED AT, A SITE APPROVED BY TH[ CITY ENGINEER. THE CONTRACTOR SHALL BF RESPONSIBLE FOR ANY DFBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 22. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIFICALLY NOTED ON THE PLAN. 23. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SVIALES ANO DITCHES SHALL HAVE A MINIMUM ONE PERCENT SLOPE. 24. THESE. PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS S/-IOWN AND AS APPROVED BY THE CITY ENGINEER OR AS DIRECTED BY TI/E l°ROJECT INSPECTOR. 25. ALL SLOPcS S/-IALL BE TRIMMED TO A FINISH GRADE ro PRODUCE A UNIFORM SURF ACE AND CROSS SECTION. THE SHE S/-IALL BE LEFT IN A NEAT ANO ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SI/ALL BE REMOVED AND DISPOSED or AT A SITE APPROVED OF BY Tl-IE Cl rY ENGINEER. 26. ALL SLOPES Sf-/ALL BE IRRIGATED, STABILIZED, PLANTED AND/OR 1-IYDROSEEDED WIT/-1/N TEN (10) DAYS OF THE TIME WHEN l;A{;H SLOPE IS BROUGHT TO GRADE AS S1-/0WN ON THE APPROVED GRADING PLANS. 27. LANDSCAPING SHALL Bf ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE" LANDSCAPING PLANS FOR THIS PROJECr, DRAWING N0. '17f>··5L., , ANO/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH 1/-/E LANDSCAPE AND /RR/GA TION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WI If-I THE LANDSCAPE MANUAL TIME REQUIREMENTS. .JO. W/-IERE AN EXISTING PIPE LINE" 15 TO BE ABANDONED AS A RESULT OF THE GRAOINC OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FFET OF 8U!Lp!NG OR STREET AREAS AND REPLACED WITH i'RDPERL Y COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 31. THE CONTRACTOR Sf-lALL VERIFY THE LOCA T/ON OF ALL EXISTING FACILITIES ( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY A/-IEAD OF-GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WIT/-/ Tl-IE PROPOSED WORK. 32. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR T/-I£/R FACILITIES ANO SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT SDG&E PACIFIC BELL TIME WARNER CABLf COX COMMUN/CA T/ONS CITY OF CARLSBAD(STREETS & STORM DRAIN) "CITY OF CARLSBAD(SEWER, WATER & RECLAIMED *SAN 0/EGU/TO WATER DISTRICT 'LEUCADIA WAS"IEWA TER O!S1RICT *VALLECITOS WATER DISTRICT 'OLIVEN/-IAIN WATER DISTIi/CT "BUE.NA SAN/TA TION DISTRICT *AS APPROPRIATE 33. PERMIT COMPLIANCE REQUIREMENTS: (800)422-4133 (800)660-7343 (800)892-0123 (760)438-7741 [760)806-9809 (760)434-2980 (760)438-2722 (760)6.33-2650 (760) 753-0155 (760)744-0460 (760)753-6466 (760)726-1340 A. FOR CONTROLLED GRADING -THE APPUCANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND/Oil 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 COD[: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA TING ALL GRADING IS COMPLETE. A!_L EROSION CONTROL, SLOPE PLANTING AND /RR/GA TION ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND T/-IE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT). (2) AS-BU/L l" GRADING PLAN. (3) REPORT FROM THE SOILS ENGINEER. WHICH INCLUDES R[COMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO T/-IE EXPANSIVE QUALITY OF THE SOIL, ANO SUMMARIES OF FIELD ANO LABORATORY TESTS. T/-1£ REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENG/NfER THAT Tf/E. GRADING WAS DONE IN ACCORDANCE WIT/I THE REQUIREMENTS AND RfCOMMENCA TIONS OUTLINED IN Tf/E PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS T/-IERETO. (4) REPORT WIT/-/ AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. 34. UNLESS A GRADING PERM/ T FOR THIS PROJECT IS ISSUED WITHIN ONE (1) EROSION CONTROL NOTES 1. IN CASE EMU,GENCY WORK IS REQUIRED, CONTACT LT. COL. DAVID WITWER AT : (760) 547-5233 2. EQUIPMENT AND WORKERS £OR EMUIGENCY WORK SHALL BE. MADE A VA/LABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSmUCTION OF TEMPORARY DEVICES WNEN RAIN IS EMINENT. 3. DEVICES SF/OWN ON Pl.ANS SHALL NOT BE MOVED OR MODIF7ED W/Tf/OUT Ti-IE. APPROVAL OF THE ENGINEERING INSPECTOR. 4. Tl-IE CONTRACTOR SHALL RESTORE Al.L EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EAC/-1 RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY [NC/NEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFOF,/ESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECA/JT/ONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE A HAZARDOUS CONDITION. 7. ALL EROSION coNmOL MEASUR[S PROVIDED PER THE APPROVED GRADING PLAN Sf/ALL BE INCORPORA TE.D HEREON. 8. GRADED AREAS AROUND Tl-IE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT Tl/[ CONCLUSION OF EACH WOR/(/NG DAY. 9. ALL REMOVABLE PROTECTIVE O[V/CES S/-/OWN SHALL BE IN PLACE AT THE END OF EAC/-1 WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT ( 40%). SILT AND OT/iER DEBRIS S/-/ALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS S/-IALL BE BU/?LAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATE. 11. SHOULD GERM/NATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOP[S Sr/ALL Bf STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE W/Tf-1 SECTION .35.02.3 OF THE. E.ROS/ON ANO S£0/MfNT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION. STA TE OF CALIFORNIA. TEMPORARY EROSION CONTROL J>LAN'.!'ING AND IRRIGATION 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/f"ICA TIONS ANO THE FOLLOWING: A. /-1 YDROSEEDING SHALL BE APPLIED TO: 7. ALL SLOPtS I/IA T ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) Of/ STEEPER WHEN THEY ARE: a. Tl-IRE£ FEET OR MORE IN /-/EIGHT AND AD,JACENT TO A PUBLIC WALL OR STREET. b. ALL SLOPES 1 FEET OR MORE IN HEIGHT. 2. AREAS GRADED FLATTER Tl/AN 6: 1 W/-IEN ANY OF THE FOLLOWING CONDITIONS EXIST: , a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) WITI/IN 60 DAYS or NOUG/1 GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGIILY VISIBLE TO THE PUBLIC. c. HAVE ANY SPECIAL CONDITION IDENT/F"l[D BY T/-11:.. CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. B. HYDROSEFDED AREAS SI-IALL BE /RR/GA TEO IN ACCOIWANCE WITH THE FOLLOWING CRITERIA: 1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE: CITY OF OCEANSIDE VICINITY MAP NTS DESCRIPTION WORK TO BE DONE THE GRADING WORK Sf/AI.L CONSIST OF THE CONSTRUCT/ON OF ALL CUTS ANO FILLS, REMEDIAL GRADING, DRAINAGE. FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF P[RMANtNT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS ANO REPORTS, ALL AS Sf-/OWN OR REQUIRED ON THIS SET OF PLANS ANO THE CITY STANDARDS, SPECIF/CATIONS, REOUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON fHESf PLANS. ii-/[ GRADING WORK S/-IALL 8£ PERFORMED IN ACCORDANCE WIT/-/ THE FOLLOWING DOCUMENTS, CURREN"/ Ar THE TIME OF CONS/RUCTION, AS DIRECTED BY THE CITY ENG/NEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENG/NEERING STANDARDS J. THIS SET OF PLANS 4. RESOLUTION NO. 2012-201 DATED AUGUST 28, 2012 5. /HE STANDARD Sl'ECIFICA T/ONS F"0/1 PUBUC WORKS CONSTRUCT/ON (GREEN BOOK) 6. SOILS REPORT AND RECDMMENOA TIONS BY CHRISTIAN WHEELER ENGINEERING DA TED AUGUST 6, 2012. 7. Tflf.. SAN 0/fGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT Pf.~MIT CONDITIONS DATED ,JULY 3, 2012. 9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED ;J"UL'( ,}, Z.OIZ, 10. STORM WATER POLLUl!ON PREVENTION PLAN PRE.PARED BY HOrtv/AN PLANNING. & ENGINEERING DATED SEPTEMfJER 10,, 2012 WDID NO. 9 37C364681 11. STORM WATER MANAGEMENT PLAN PREPARED BY HOFMAN PLANNING & ENGINEERING DA TED OCTOBER 16, 2012. 12. CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCT/ON HANDBOOK AND PROP. CONCRETE 4" PCC SIDEWALK. (SEE ARCJ\11!:C..TPLANS FOR SCORING j •· · · : I 12,680 SF PROPOSED PVT. 18 "RCP STORM DRAIN ~--~-~~ ~ l@l PATTERN & DE/AILS) RSD G-7 PROPOSED PVT. STORM DRAIN C.O. SORSD D-9 TYPE A-4 ARTIFICIAL TURF ( PERMEABLE) PROP. POROUS CONCRETE PAVEMENT PROP. VEGETATED SWALE ~I.·--~-~·-··_·_· ·~j 171,977 SF /OR. PVT. SD STRUCTURE WIT/I WEIR. SEE DETAIL TRAS/-1 BIN ENCLOSURE * MODIFIED GS-16 i;:lYi>,,.. ;:o;;;e;;;J UNDERGROUND INFIL TRA T/ON BASIN WITH Ct '-I· ··•:c:1 STORMTECH SD--740 CHAMBERS --"--- 3,257 SF 2,928 SF 1 EA 60 EA * . DENOTES CITY OF CARLSBAD STANDARD DRAWING SDRSD . . . . SAN DIEGO REGIONAL STANDARD ORA WINGS SD AREA DRAIN, A TR/UM TOF' 5D AREA DRAIN, GRATE TOP 1105 DRAIN ADS DRAIN SD CATC/1 BASIN BROOKS BOX /2"X/2" Gr7ATED SD CATC/-1 BASIN BROOKS BOX /B"X/8" GRA TEO 4" PVC OR HDPE STORM DRAIN PIPE 6" PVC OR 1-/DPE STOF/M DRAIN PIPE 8" P VG OR HOPE STORM DRAIN PIPE ID" ADS PER FOR A TED SD PIPE. G ---so-----®----so-- ---SD--~SD1--- ---s_n--------s:_n----- ---s_n----~ ---s:_n----- ---s_n--------s: .. n----- ---s:n-------s::n---- EA EA LF ff IC J LF YEAR AFTER THE Cl TY ENGINEER'S APPROVAL, THESE PLANS MAY BE RE.OU/RED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH REC/-IECK. 35. THE SOILS REPORT TITLED PRELIMINARY GEO TECHNICAL INVEST/GA T/ON PRE.PARED BY CHRISTIAN W/-IEELER ENGINEERING, DATED AUGUST 6, 2012 WITH JOB# CNE-2120311.02R a. THREE TO E/Cf/T FEET IN HEIGHT SF/ALL BE. /RR/GA TED BY /-/AND WATERING FROM QUICK CDUPLERS/1-/0SE BIBS OR A CONVENTIONAL SYSTEM or LOW PREC/PITA TION SPRINKLER HEADS PROVIDING 100% COVERAGE. NOTE: ALL STANDARD DRAWING NUMBERS REFER TO SAN DIEGO AREA REGIONAL STANDARD DRAWINGS UNLESS OTHERWISE IND/CA TED. SEE ADDITIONAL LEGEND ITEMS ON SHEET 2 7 2" PVC OR /-/OPE STORM DRAIN PIPE 15" ADS PERFORATED SD PIPE 18" ADS PERFORA /ED SD PIPE 24" /-/OPE STORM DRAIN PIPE SEE PLAN SEE PLAN SEE PLAN SEE PLAN SEE PLAN SEE PLAN src PLAN Sl:.c PLAN SEE PLAN ---s .. n-------sn-----s: --s::n--- ---s_ --SD-- s,w 580 350 320 620 573 232 65 2,806 460 LF LF LF LF ---s .. n-------s:n-.-- S/-IALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIF/CATIONS CONTAINED IN SAID SOILS REPORT. b. GRE"A TER Tl/AN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTIONAL SYSTEM OF LOVI PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. LEGAL DE.SCI!IPTION AFTER PARCE.L MAP No. MS 12-04 PARCEL 1, PARCEL MAP No. MS 12-04 1"X72" ADS FLAT DRAIN 6" PRIVATE SEWER LINE SEWER CLE.ANOUT ----LF --s LF * S-6 0 s EA "DECLARATION OF RESPONSIBLE CHARGE" 2. AREAS SLOPED LESS THAN 6: 1 S/-IALL BE /RR/GA TEO AS APPROVED BY LEGAL DESCRIPTION BEFORE PARCEL MAP No. MS 12-04 'w 'w I HEREf3Y 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 670.3 OF THE. BUSINESS ANO PROFESSIONS CODE, AND T/-IAT T/-I[ DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY T/-1£ THE CITY ENGINl:ER, PRIOR TO HYDROSl:.EOING. T/-IE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/GA T/ON TO THE CITY ENG/NEER. THE PROPOSAL SHALL BE SPECIFIC ,~£CARDING Tl-IE NUMBERS, TYPES ANO COSTS DF Tl-IE ELEMENTS OF THE THt PROPOSED SYSTEM. 3. /RR/GA TION S/-IALL MAINTAIN THE MOISTURE. LEVEL OF THE SOIL AT Tl-IE 0/'TIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PRO.JECT DESIGN. _ --~..,---v--..,--'--C. HYDROSEEDING MIX SI/ALL CONSIST OF ALL OF THE FOLLOWING: FIRM: HOFMAN pt ANNING & FNGINEERING "l)'f"E: '"All: ..... ...., .. ..._ • .._LE ,u.,,.~\...., __ 1._ 0S_EEO MIX S/-IALL CONSIST OF NO LESS THAN: ,. ..,._.,.-u..,-, o ._..._~._ , 20 lbs. PER ACRE OF ROSE CLOVER ADDRESS: 3156 LIONSI-/EAD AVE, SUITE 7 fOl\.~E.T~ 14,1",,\\t,\, WI\.\.~ \\All~Y) b. 20 lbs. PER ACRE OF ZORRO F[SCUE 1 CITY. STA TE: CARLSBAD. CA 9201_Q__ ~l:,'b \\j ~~q11:n \IIIIT.OC.'t. ~Mq\118:.~. ed. .3 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA ' 4 lbs. PER ACRE OF ACHILLEA MILLEFOUA TELEPHONE: 760-692-4100 ~~t, ~~~ "'4~\, fUI. f'l:IU'\ '.[t,lF~ ""'~ e. J lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW) CJ ;1 _ A. _ ~'--"--~--~~,.__......,~\l:\~URE. ":, f. 7/2 lb. i°ER ACRE. OF DIMORP/-IOLECA BY: C,ti{_. L.+l~ DATE: IZ-o'(. /.Z.., ..,._,.,__ g. IT[MS c.d.e. ANO f OF 7)-1/S SUBSECTION MAY BE OMITTED ON [OUN/DO CADENA TORRES ,1:-s LOCA noNS WHERE THE AREA BE/NC HYDROSEEDED IS NOT VISIBLE C 72329 Ll.'. FROM EIT/-IER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. R.C.E. NO.:~~~~ h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WIT/-/ A REGISTRATION EXP/RATION DA TE: __ 6/30/2074 NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING SOILS ENGINEER'S CERTIFICATE /, DANIEL B. ADLER , A REGISTERED (CIVIL/ GEO TECHNICAL) ENGINEER OF THE STATE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERT/F"Y THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN T/-1/S SITE WAS MADE BY ME. OR UNDER MY DIRECTION BETWEEN THE DA TES OF ,JULY , 20 12 AND AUGUST , 20__ll_. TWO COPIES OF THE SO/LS REPORT COMPILED FR~M HIS ST/JOY, WITH MY RECOMl;E;_NDAEJON.,_r, HAS BEEN SUBMI TTE.D YJ Tl-I -FFICYJJF THE CITY ENGINE ~ESSIQ '•,,, L,/-,t.-l...--7 ~ _k. ~9~ !!oi(e.." "' I < ~y--,, · W"A<:°~B.-4o~,;;,\ SIGNED: /L / 'ji ~ ~~ ~\ G.E./P.E. NO.: Rel 36037 ' .:::-::4 DATE: ll--1-l'l-* * ~ A LICENSE EXP/RAT/ON DA TE: ~ CM\.~,,_ 4'iOFcAll?J"A OWNER'S CERTIFICATE 6/30/14 I ( WE ) HEREBY CER1"/FY THAT A REGISTERED SOILS [NG/NEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION ANO STABILITY OF T/-1/S ~ .A.,_~ /:J,,/'f/2M").- STEPHEN M. BLISS PRESIDENT, ARMY and NAVY ACADEM"( BASIS OF BEARINGS 3156 Lionshead Avenue, Suite 1 Carlsbad CA 92010 DATE 81. 2. 3. OR BROADCASTING BEFORE HYDROSEEOING. i. ALL SEED MATERIALS SHALL BE TRAN.SPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS ~~ff/ THE CALIFORNIA DEPARTMENT OF FOOD ANO AGRICULTURE CERT/FICA TION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. I NON-P/-IYTO-TOX/C WETTING AGENTS MAY BE ADDED TO Tl-IE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS T/-IAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW} MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT M/JST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNC/-1/NG NO LESS THAN 50% OF THE STRAW INTO THE SOIL. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WIT/-/ 15% SULPHUR APPLIED AT Tl-IE RA TE OF 500 lbs. PER ACRE . D. AREAS TO BE f/YDROSEEDEU SHALL BE PREPARED PRIOR TO 1-/YDROSEEDING BY: 7. ROUCHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: 2. a. TRACK WALKING SLOPES STEEPER THAN 6: 1 b. HARROWING AR[AS 6: 1 OR FLATTER THAT ARE SUFFICIENT/_ Y FRIABLE. c. RIPPING AREAS T/-IA T WILL NOT BREAK UP USING ITEMS a OR b ABOVE. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURFACE SOIL MOIST/JR£ TO PROVIDE A DAMP BUT NOT SA TUR A TED SEED BED. b_ THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEAC/-1/NG COVERING SALINE SOILS TO PROVIDED v1ABLE CONDITIONS FOR GROWTH. E. HYDROS[[DED AREAS SHALL BE MAINTAINED TO PPOV/Df A VIGOROUS GROWTH UNTIL THE T/-IE PROJECT IS PFRMANENTI_ Y LANDSCAPED OR, FOR AREAS WHEFiE I-/YDI/OSEEDING IS TH[ THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RCLEASED. (760) 692-4100 www.hofmanplanning.com EDUARDO CADENA TORRES, PF (FOR REFERENCE ONLY) LOTS 753 Tl/ROUGH 170 ANO LOTS 177 TI/ROUG/-1 198 OF GRANVILLE PARK NO. 2, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 2037, FILED IN THE OFF/Cf OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, JUNE B,1927. TOGETHER WITH THAT PORnON OF CYPRESS AVENUE AND DEL MAR PR/VA TE WATER LINE PR/VA TE FIRE LINE PR/VA TE CURB CURB & GUTTER RIBBON GUTTER G-1 G-·2 SEE. DETAIL S/-IEE.T 2 F F 100 170 773 260 LF LF LI-" LF A VE.NU£ LYING NORTHfASTERL Y OF THE NORTHEASTERLY RIGHT OF WAY /./NE OF COAST 11/GHWA Y, ALSO TOGETHER W/"11I T/-IA T PORTION OF TfJE UNNAMED ALLEY ADJOINING SAID LOTS 153 THROUGH 170 INCLUSIVE, ON THE NORTHEAST AND LYING SOUT/-/ERL Y A LINE DRAWN RAD/ALLY FROM THE NORTHWEST CORNER OF LOT 178, ALSO TOGETHER WITH ALL THAT PORTION OF SYCAMORE STREET, AS ALL WERE VACA TEO AND CLOSE.D TO PUBLIC USE BY ORDER OF TIIE BOARD OF SUPE.RV/50R5; FILED IN Tf-1£ OFFICE OF TI/E COUNTY RE CORDER OF SAN DIEGO COUN /Y, APRIL 13, 793.3 IN BOOK 207, PAGE 217 OF OFFICIAL RECORD,. LF rr----_,,_ __ 4" ,M;5;!;!}1:_;;_I~;_ ~~~'.~ r_,J_q~~~.C:;~-.. c~~-c-_~·~:~~v , .. 3'."' , ,/-" . , .· _ ,-i. 3,700 \;F" ~~-I-1.'i.YSTOIIIE RETAIN/NC WALL. OET,.11 .. S SHE"ET 12. w~-----~--1,80:J SF~ PRO~t> PVT.SO TYF'E •F:•c,a -soR~D 0-, If® 1 c,\< PR. M: SP GAATEO c.e, 'Nflt ~-z. SDRf>O t>-l!. li!illil 1 EA'. PROJECT LOCATION > 1 1/Z~ P\t: SOI. 40 WATf.11.PI/'£ -:--w--w--w . lil8o LFj ( 3/4• ANTI-SlfHbH Ft.Cl<:£T Wl'RI li!t>X -w ➔ 5 EA' Tl/IS PROJECT IS LOCATED WITHIN ASSESSOl!S PARCEL NUMBER(S) 203-051-0J, 203-052-01, 203-052-02, 203-053-01 THE CALIFORNIA COORO/NA TE INDEX OF )HIS PROJECT IS: t 1 1/Z." 13A(J(fl..OW P~<."'1"oR . -'tl--®--w-1 EA.) \._..I ..A..A.AJ,_j~....,,,__,~_.,.__,,,.~ ... _, J-__.A-_/'-._/-._./' -../~ ~_,._.,..J N 362 E 7659 REFERENCE DRAWJNGS REQUlRED TREATMENT CONTROL BMP TABLE \-~WMP 12.-11 ) DRAWING NO. 476-5 IMPROVfMENT PLANS DRAWING NO. 193-· 1 CONSTRUCT/ON PLANS FOR STRfET IMPROVEMENTS DRAWING NO. 188-9 OCEAN STRE[T SEWER IMPROVEMENTS TYPE DESCRIPTION OWNERSHIP MAINTENANCE -.. --~-'-----"MAJNTENANCE AGREEMENT SHEET NO. FREQUENCY DRAWING NO. 405-4 IMPROVEMENT PLANS FOR VILLAGE BY THE SEA- DRAWING NO. 333-6 IMPROVEMENT PLANS FOR CARLSBAD v1LLAGE STATION DRAWING NO. 130-6 PLAN FOR THE IMPROVEME"NT OF CARLSBAD BLVD. DRAWING NO. 274-2 PLAN FDR THE IMPROVEMENT of· BEECH AVENUE SEE SHEET 2 SUSMP PROJECT PRIORITY: PRIORITY DEVELOPMENT PROJfCT (PDP) TIER 3 RISK LEVEL 2 DRAWING NO. 420-1 PAVEMENT OVERLAY DRAWING NO. 88-107 CMWO ONG: WATER MAIN REPLACEMENT . -----.,,.---~~ DRAWIN~i~R4i~-50FB~~tHp6~~i:p:;ER __ /4,~' 1 1,,--·\.\ TOPOGRAPHY SHOWN ON THESE PLANS IS PER AERIAL TOPOGRAPHIC / }?_·_~9. ~~-I ' ~ -b , / I /'-/ ~-- SURVEY DA1£0 JULY 18, 2012 BY TOW/LL, FOREST L. YOUNGS, PLS . Ii["~ ~ -~ : L 5363 AND SURVEY SHOTS GA THE.RED ON SEPTEMBER 2071 AND JULY "' \ 2012 BY HOFMAN PLANNING & ENGINEERING. TOPOGRAPI-IY SHOWN ( (. · ·.•· .·" '£' "1/ , HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. lj. ( -. •j 'f \ EARTHWORK QUANTITIES ii i/ .. 'ti, . -', EG TO FGr (SUBGRADE) ···.;·· CUT: J,8;10 Cy FILL: 4,2~0 Cy,'--/~ -_f • REMEDIAL, (sEE TABLE SHEET 2) ...... cuT, 11,:028 cy FILL: 11.128 cy ~t1,_··~New_E.CJ. w_ r£J.£_ Ill PMAA/ TOTAL EARTI-/WORK ...... CUT: 15,328 Cy FILL: 75,.328 Cy J.,,;f1_. · ' 1 · ~,:<,',,,AA~ IMPORT: o cy EXPORT: o Cy · · /{3.li'IA!I C', f>,(F,:,n,~ 9-J REVIEI-/ED BY1 •q' NJ c. Nl "'~~ INSPl!CT□R' ~ "CITY OF CARLSBAD SHEETS l---l----+----------------1----+---t----t---1 L!.._J ENGINEERING DEPARTMENT,/(, --(, &17 ' 1---+--~f------------------+---+----tl-----t---t A CF' 1----l----+-----,------------t----t----J----t-----t GRADING AND EROSION CONTROL PLANS FOR: ARMY & NA VY ACADEMY ATHLETIC F AClLITY DATE I DRAWING NO. . 476-SA ! .. t . I CARLSBAD BOULEVARD NOT TO SCALE 26' TO 34. 5" AND BASE BEECH AVENUE NOT TD SCALE --E-ARTHWORK VOLUME CALCULATIONS INITIALl;ARTHWORK: AijEA DEPTH EXlSTi NG GRADE-Tf) SUBGRADt BEMEC'!lllLS, REMEDJAL Gfv\DlNGAR:fA 1:( GYJvl; 28.C'OO s REiVi:D].At G~'.A.D!NG A.RF;!\ 2,(No::rr.'-1 P~ .. RK!NG. LOT)_ 4,SGO l REMEDiAL GRA.DlNG-ARtA 3 mu.:fa;,:::~E~./ :F~ESS_sijX Rtb13·,) 14.0CQ 5 REMFDJAl G0i!\D1N_G AHFA'.,4 (SOUT'rl lJP?t:R ?,4.RKlNG-LOT) s.,sco 1.5 _ftE/I-/ED1AL GM.DING-A.REA :S {SOUTH I OWER PARKh'",iG !'OT) 12,.ci'"JO s. 5 OVER--EXCAVATfON ·FOFLDVENTJON-/ JNFlLTRA78N-tiA.SlN ' AHEA'ci 3,ClCG ,c ; .. ,, SUSTOT.A, REMEDIAlS TOTAL EXPORT/IMPORT EARTHWORK VOLUME CALCULATIONS TABLE TOP -ct'. <o .~~ I ::,, s..1<: I "S a' t'" 0 ? VJ • Cj °' :!: ~11 OR PL ' ' C Or /IALL(TW) PER PLAN --- ([J .. ~ FACE OF WALL (ENHANCI.D ON NORTH WALL, SFF ARCH/ TECTURAL PLANS} (.") e~~ 1% MIN. --~I ~ '"L -- OUNOED 9NCF/EJE 4p~/ i . :; I :~ i '\() ,'--------"----, FG ' ~Ji,:T'""f .. , 1/ ~ I ~; t:clj ,., 12" ~: i-----'"j I OR FS . ( ?Cto VARIES j,-;,, IMUM)E) •-----0--. ,~. ~: $'. ;; 11 ,~-, . .. ! . - - !ff,, hx' >f:;' flt·:,:;. .Y, • 1/, ,·/' ' • • (3.5' MIN STORM DRAIN PIPE SIZE VARIES, SEE SHEET >® . (t;'lll . 7F ... . C-6. PROVIDE ROOT BARRIER TO PRO TEXT PIPE IN PROXIMITY TO TREES, SEE LANDSCAPE PLANS. • • . . . --- VARIES p[R STRUC"fURAI -- VARIES Sff PLAN (5' Ml NIMUM) TYPICAL RETAINING AT PROPERTY LINE NOT TO SCALE 1cuRB & ,cuTTER I Cl!JT ~.800 5,185 "}57 2,,'.59'3 3{Jfi 2,444 831 H,528 CUT (Cvl lS,.,328' 0 FILL 4~200 s,,ms 11Ei7 - 2,593 30·-a ),-4A4 434 n,12s fl:l_li9'L l.5,328 ' 1.5' 1. 5' CURB OPENING DETAIL NOT TO SCALE NOTE: CURB AND GUTTER NOT NECESSARY IN ALL CASES; SEE PLAN SHEET4,8 EXISTING BOUNOAR Y EXISTING EASEMENT EXISTING FEMA FLOOD PLAIN EXISTING RIGHT OF WAY EXISTING LOT LINE EXISTING BUILDING EX/'5TING SIDEWALK RAMP EXISTING TREES AND BRUSH EXISTING CONTOUR EXISTING CROSSWALK EXISTING ROAD STRIPING EXISTING FIRE HYDRANT ASSY. EXISTING PUBLIC STREET UGH T EXISTING PR/VA TE STREET LIGHT EXIS7JNG ELECTRICAL EOUIP. EXISTING WATER LINE EXISTING SEWER LINE EXISTING STORM DRAIN EXISTING GAS EXIS"//NG ELECTRIC EXISTING CURB EXISTING CURB & GUTTER EXISTING TRAFFIC SIGNAL BENCH MARK ,.--. r·•---.J ' LEGEND (PROPOSED CONTINUED) DESCRIPTION SYMBOL PROPOSED BOUNDARY PROPOSED EASEMENT PROPOSED RIGHT OF WAY FIRE HYDRANT ASS\'. PER IMP. PLANS -0-----41■ CUT & FIL/_ LINE EXIST./PROP. EASEMENT SLOPE DRAINAGE DIRECTION W/ SLOPE ELECTRIC CONTOUR WATER SVC. C F \/?: I MAX'✓ ?.0% PER ELEC. PLANS ---ELEC 40 ------1@ SEWER SVC. W/ C.O. PER IMP. PLANS PER IMP. PLANS -6 s-----© c.o. GAS SECT/ON LINE, SEE SHEET 13 ABBREVIATIONS * SPOT ELEV. 37.56 FG __ * CMU ,. CONCRET£ MASONRY UNIT * FS FINISHED SURFACE ELEVA T/ON (HARDSCAPE) * FG FINISHED GRADE ELEVATION (PLANTING OR TURF) * FL = FLOWUNE ELEVATION (DRAINAGE COUfcSE) * RIM = RIM FLEVA TION (STORM DRAIN) * TW = TOP OF WALL ELEVA T/ON (RETAINING WALL) * TF = TOP OF FOO/lNG OF WALL (RETAINING WALL) * I.E. INVERT ELEVATION (STORM DRAIN) * TC -· TOP OF CURB ELEVATION * CASQA ~ CALIFORNIA STORM WATER QUALITY ASSOC/A TION REQUIRED TREATMENT CONTROL BMP TABLE C ':>Wt-\P 12-11 ) \ , TYPE DESCRIPTION OWNERSHIP MAINTENANCE SHEET NO. MAJNTENANCE AGREEMENT FREQUENCY UNIT TC ··· JO ARMY & NAVY BMP MAINT r,3----)_ 1\ MONTHLY VEGETATED 5WAI ,-ACADEMY AGREEMENT PERMEABLE AF/MY & NAVY BMP MA/NT 3-'1 ) MONTHLY ; ii flf[c~LJ! IJ WATER QUALITY ( PAVEMENT ACADEMY AGREEMENT ·, TREATMENT/ BMP MA/NT I 9 ! ARMY & NAVY WA TEF/ QUALITY INFILTRATION BASIN ACADEMY AGREEMENT > MONTHLY WATER QUALITY PERMEABLE ARMY & NAVY BMP MA/NT ( 3-4 ) MONTI/LY ARTIFICIAL TURF ACADEMY AGREEMENT \ -C;f--~~§ ADS ARMY & NAVY BMP MA/NT ( ~ YEARLY OR AS WA TEF/ QUALITY PERFORATED PIPE ACADEMY AGREEMENT > 1-S NEEDED C s WA fER QUALITY ADS PERFORATED ARMY & NAVY BMP MA/NT f 7-6 AS NEEDED FLAT DRAINS ACADEMY AGREEMENT WATER QUALITY ROOF DOWNSPOUTS ARMY & NAVY BMP MA/NT. ( 7 / MONTHLY TO VFGETA TEO AREA: ACADEMY AGREEMENT <.._,-_.A WATER QUALITY ,ROUGHT TOLERANT ARMY & NAVY BMP MAINT LANDSCAPE MONTI/LY VEGETATION ACADEMY AGREEMENT PLANS SUSMP PROJECT PRIORITY: PRIORITY DEVELOPMENT PROJECT (POI') TIER J RISK LEVEL 2 INDEX OF SHEETS SHEET 1: SHEET 2: SHEET 3-6: SHEET l··9: SHEET 10: SUECT 11-13: SHl!IET 11.l-l"I TITLE SHEET, LEGEND & NOfES INDEX MAP, SEC/JONS & DETAILS c PF/EC/SE GRADING PLAN STORM DRAIN AND Pl/(. UTILITY PLAN HORIZONTAL CONTROL PLAN DETAILS STQ.\JC.TUMI. NO'l'E~ AHO ~TAILS F~ll. NC"' saa '!i.O A.1-T~NINI:\ WAI.~ II ~ UIL T1' ~~/4fr~ .,,;,..<:.,,b,~~~E=Xp-. -~-,>,t':"'5::;;fii_!'( ~~;, , -,., ,• ' REV!Ev/ED BY1 cJ' fa/<:. \A.A ~ I,NSPEJCT□R l---+----l------------+---+---+----+-----11 SHiET I CITY OF CARLSBAD. SHEETS ENGINEERING DEPARTMENT ,1',s--i '< -1 !_ ' ~G,:;;RAD;:;::,;:"IN"G~AND~:::E~R;;:C~)S~IO~N~Ca,O~N~T~R~O~L=;P:;,LAN~:;S=F~O~R:;:~=:;;;;;q-1 r=====-----,--------------------------------------, DESCRIPTION. Hofman LOCATION:. CLSB-130 2.5" BRASS DISC SE COR INLET AT THE £;ND OF CURB RETURN ARMY & NAVY ACADEMY ATHLETIC FACILITY [VALL DETAIL CONSYTRIJCf/ON NOTES : r;1,1 VJ RETAINING WALL PER SDF/SD C-3, C-4, C-5 OR C-6; SEE SHEETS 3-6 ® 4" PVC (SOI 40) PEF/FOF/ATED PIPE WITH 1% MIN .. SLOPE; ENCASED IN CLASS 3 GRAVEL WRAPPED IN FILTER FABRIC (MIRAFI 140N OF/ EQUIVALENT). CONNECT TO DRAIN SYSTEM Planning & Engineering w:l),ESSf"". RECORDED: "" U-OE1'14 0 ,_,.. ti!,. ELEVATION: if]~ c;.<.;. i~ w No.C 72J2 \ EXP. 06-30-14 r.d ULb>-u-lt•/1,ltr~iltt\\»" EDUARDO CADENA TORRES, PE DATE AT NE COR OF GRAND AVE AND WASHINGTON ST 2/5/2012 40.910' .DATUM:. NGVD 29 DATE INlllAL DATE INlllAL ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL INDEX MAP -TYPICAL SECTIONS AND DETAILS ENGINEERING MANAGER PE 41204 EXPIRES 3 31 13 DWN BY: EC SE PROJECT NO. ~~tg ~r vv-f RP 12-13 1z/~1/JZ DATE, DRAWING NO. 476-SA / --·--:. . =....,,,.~ ~' ,• ---·--~ --------- PRECISE GRADING PLAN BENCH MARK DESCRIPTION: CLS8---c130 _2.5" BRASS DISC Hofman Planning & Engineering LOCATION: RECORDED: ELEVATION: SE CDR INLET AT THE END OF CURB RETURN . AT NE.' coii OF GRAND /1 Vt AND WASHINGTON ST 2/5/20ii ... . .......... . 40.910' DA TUM: NGVD 29 REQUIRED TREATMENT CONTROL EMP TABLE DESCRIPTION QUANTITY SCALE EDUARDO CADENA TORRES, PE J,2/-13 DATE VCGE/A /ED SWALE PERMEABLE PAVEMENT 150 LF 1,050 SF PERMEABLE ARTIF!CIAL TURF 90,000 SF 0319. I 3 0319. I 3 E.c DATE INITIAL ENGINEER OF WORK ADDED BMP TABLE L'.t, REPLACED SHEET SIGNED 12-21-12 TO REVISE RET. WALLS. GRADING AND PRESS BOX BLDG. REVISION DESCRIPTION CONSTRUCTION NOTES: (J) ,JOIN EXISTING 9DEWALK. (2) CONSTRUCT 8/0SWALE c, 0.5% MIN., 2% MAX @ CONSTRUCT 6" CONCRETE CURB & GUTfER PER SDRSD G-2 (/41 KEYSTONE RET: VIALL PU? DETAILS '..:J SHEET 12 Vf' DATE INITIAL PATE INITIAL OTHER APPROVAL CITY APPROVAL (i}) CONSTRUCT CONCRETE WALK PER SDRSD G-7 SHEET 3 CITY OF' CARLSBAD ~ L__!Z_J ENGINEERING DEPARTMENT GRADING AND EROSION CONTROL PLANS FOR: ARMY & NAVY ACADEMY ATHLETIC FACILITY PRECISE GRADING PLAN ENGINEERING MANAGER PE 41204 EXPIRES 3 31 13 DWN BY: EC SE CHKD BY: i#'& RVWD BY: PROJECT NO. RP 12-13 DRAWING NO. 476-SA .-. --- Hofman 4U' Planning & Engineering SCALE ?c' __ j &t EDUARDO CADENA TORRES, PE ,.z1.13 DATE DESCRIPTION. I.OCA T/ON:. RECORDED: ELEVATION: . _CL.S8-/JO. _2._5" BRASS _DISC SE COR INI..CT AT n!E END OF CURB RETURN AT ·Nt .. COFi. or GRAND.AV[ .AN[) WASl!iNGlON sT'' 2/s/2012 · · · · · · · · · · · · 4.0,.910_'_. DA TUM: NGVD 29 REQUIRED TREATMENT CONTROL BMP TABLE DESCRIPTION QUANTITY V[GETA TfD SWALF =~=-----400 LF P [RM EA BL E PAVEMENT 2,207 SF PEI/MEABLE ARTIFICIAL TURF 21,977 SF \ ', ', \ ) J ,' \ / CONSTRUCTION NOTE.S';_ (!) JOIN EXISTING SIDEWALK. (!) CONSTRUCT BIOSWALE 0.5% MIN., 2% MAX GD SEE STORM DRAIN PLAN FDR SIZE TYPE & (;\ CONSTRUCT .3' WIDE RIBBON ,.v GUTTER (}) CMU RETAINING WALL PEF< SDRSD C--3 @CMU RETAINING WALL PER SDRSD C-1 Q) CMU RETAINING WALL PER SDRSD C-5 @ CMU RETAINING WAL/. PER SDRSU c ... 5 @ USE ENHANCED SPLIT FACE CMU FOR TUIS RETAINING WALL; COLOR AND TEXTURE PER ARCUI TEC !VriAL PLANS @ REINFORCED CONCRETE RETAINING WALL PER SDRSD C-1/A @ NOT U5ED ([!) CONSTRUCT 6" CONCRETE CURB PER 5,URSD G-1 ' / CONSTRUCT REFUSE BIN ENCLOSURE PER MODIFIED CITY OF CARLSBAD STANDARD DRAWING GS-16. PLANTER WALLS PER DETAIL 2 SHEET 17.SEE SHEET 5 FOR TW/Tf' POUR INPLACC CONCRETE WALL PER DETAIL 3 SUEET 17.SEE SUEET 5 FOR TW/TF: @ CONSTRUCT 6" CONCRETE CURB & GUTTER PER SORSV G-2 KEYSTONE' RCT. WALL PER DETAILS S~IEET 12 CONSIRUCT CONCl?ETE WALK PER SDRSD G-7 @) PROVIDE CURB OPENING PER DETAIL, SUEET 11. @ CONSJRUCT O" CURB PER MODIFIED SDRSD G-1 GENERAL AREA DISTURBED BY CONS/RUCTION ACTIVITIES TO BE CLEANED ANO RESTORED TO ITS PRE -CXISTING CONDIT/ON AS A MIN. GRADE A VEGETATED SWALE TO CONVEY AND TREAT STORM DRAIN nows TO CA !Cl-I BASIN. @ PLANTER PER ARCHITECTURAL PLANS. @ START 6" CURB CURB. TRANSITION TO O" SEE ARCfllTECTURAL PLANS FOR THESE BLEACHERS BLEAC/-IERS HOLLOW BELOW. ro PAD ELEVATION AND SfE STRUCTURAL PLANS GRADE INSTALL LIGHT CLASS RIP RAP L~.3' W-2' T ~I' (MINIMUM) WI TH FILTER FABRIC MIRAFI 700X Ol? APPROVED EQUAL. REVIE\vED BY• <1,vl i:...,,J.:J-.J DATE l------l--+--------------l---+---+-----1----1 L_I S==H5==ET:::,.1 =c=1=T=Y==o=F===c=A=R=1=s B===A=D:::::..'=:/ =z~I = ENGINEERING DEPARTMENT GRADING AND EROSION CONTROL PLANS FOR: 0319.13 0319.13 0319.13 tL /1\ DATE INITIAL ENGINEER OF WORK ADDcD EASEMENT; SE CORNER ADDED BMP TAGLE Rf:PLACEO SH[El SIGNED 12-21-12 TO REVISE RET. WN.l.S, GRADING & MAINTENANCE BLDG. REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL ARMY & NAVY ACADEMY ATHLETIC FACILITY PRECISE GRADING PLAN ENGINEmlNG MANAGER PE 41204 EXPIRES 3 31 13 DATE INITIAL CITY APPROVAL DWN BY: EC SE PROJECT NO. CHKD BY: :>f/0 RP 12-13 RVWD BY: DRAWING NO. 476-SA \ \ ' ·J I L I I I I i I -----~ I I I I I :, , I, ' CONSTRUCTION NOTFS: (j) JOIN EXISTING SIDEWALK, @ CONSTRUCT BIOSWAU: 0,5% MIN,, 2% MAX (:[) SEE STORM DRAIN PLAN fDR '-= SIZE G) CONSTRUCT 3' WIDE RIBBON GUTTER TYPE & 0) CMU RETAINING WALL PER SDRSD C-3 @) CMU RETAINING WALL PER SDRSD C-4 (i) CMU RETAINING WALL PER SDRSD C-5 (ii) CMU RF/AINING WALL PER SDRSD C-6 (j) USE ENHANCED SPLIT FACE CMU FOR THIS RETAINING WALL; COLOR AND TEXTURE PER ARCHITECTURAL PLANS. @) RE/NfDRCED CONCRETE RETAINING WALL PER SDRSD C-1/A @ NOT USED (/,'2' CONSTRUCT 6" CONCRETE CURB <Y PER SDRSD G-1 CONSTRUCT REFUSE BIN ENCLOSURE PER MODIF'IED CITY OF CARLSBAD STANDARD DRAWING GS--,/6, PLANTER WALLS PER DETAIL 2 SHEET 175EE SHEET 5 FOR TW/TE POUR INPLACE CONCRETE WALL PER DETAIL 5 SHEET 17.SEE SHEET 5 FOR TW/TF. I I I , I I, i \, ' I ' ' ([}) CONSTRUCT 6" CONCRETE CURB & GUTTER PER SDRSD G-2 (JJ) KEYSTONE RET. WALL PER DETAILS SHEET 12 @ CONSTRUCT CONCRETE WALK , PER SDRSD G-7 @) PROVIDE CURB OPENING PER DETAIL, SHEET 17. (i'j') CONSTRUCT O" CURB PER MODIFIED SDRSD G-1 @) GENERAL AREA DISTURBED BY CONSTRUCT/ON ACTIVITIES TO DE CLEANED AND RESTORED TO ITS PRE-EXISTING CONDITION AS A MIN, (@ GRADE A VEGETATED SWALE TO CONVEY AND TREAT STORM DRAIN FLOWS TO CATCH BASIN, @ PLANTER PER ARCHITECTURAL PLANS, (?./) START 6" CURB TRANSITION TO O" CURB. @ SEE ARC/-1/TECTURAL PLANS FOR IHESE BLEACHERS. @ BLEAC/-/ERS HOLLOW BELOW GRADE TO /JAD ELE:VA T/ON AND SEE STRUCTURAL PLANS, {Jj INSTALL LIGHT CLASS RIP RAP L=5' W=2' T=1' (MINIMUM) WITH f/LTER FABRIC MIRAFI 700X OR APPROVED EOUAL. l,0% ~ \ ,, I \ 40.31 TC 21 40.46 TC 39,98 FS 40.42 TC 39,92 FS 12 40,46 FS PAD=,39,75 i 38,0, FG j0A6 f~, 40.46 Tc@7 \ 4U46 rs · --\\ \ 0 ~ ' / I / / I I I I ' I I I PRECISE GRADING P LAN~T ~D~E~T A~I~L SCALE 1 "= 10' SCALE / (}' Hofman Planning & Engineering EDUARDO CADENA TORRES, PE 12:1-8 "'"i/i ES ·r•,, (~' \ 1k;:1c'fSJ ' /b3:" I Nol 7232 = [XP, V6-3U-14 *) ' c );cl ?> • ZO ./ 3 '•, a 71,'-/c.\"'i'(\§ DATE f.;>" • @~33 C,1p 156""-6 !_Iv , TF PLANTER AND PLAN BENCH MARK RETAINING DET'AILS DESCRIPTION:, LOCATION: CLSB-130 2,5" BRASS DISC RECORDED:, ELEVATION: SE COR INLET AT THE [ND OF CURB RETURN AT NE COR OF GRAND A VE AND WASHIN(JTON ST 2/5/2012 , 40.910' DATUM: NGVD 29 I /1 ' II , I ◊ r WALL ◊ REV!E',/ED BY1 <7/Y)wJJ-J .. "• .::·· r I ~// ' ""-'<-,-._./""..,, IL T 11 ,/4/A5 DATE 1-----+---+------------+---t--t---i----; I S~ET I CITY OF CARLSBAD I SHE1E7TS I ~::::::;;:::;,:::_::~~EN~G~l~N~EE~R:::l~NG~D~E:_;P;:'::AR:;T~M~E~NT;:::;;;;;:::::'..'.==~ GRADING AND EROSION CONTROL PLANS FOR: 0319,13 DATE ,;,\REPLACED SHEET SIGfED 12-21-12 TO REVISE f_c_ L.Llf'ARKING LOT, ADDED R[T. ,WALLS DETA'LS INlllAL ENGINEER OF WORK REVISION DESCRIPTION DATE INlllAL OTHER APPROVAL DATE INlllAL CITY APPROVAL ARMY & NAVY ACADEMY ATHLETIC FACILITY PRECISE GRADING PLAN ENGINEERING MANAGER p( 41204 EXPIRES 3 31 13 DWN BY: EC SE CHKD BY: 71'1<fj RVWD BY: PROJECT NO. RP 12-13 DRAWING NO, 476-SA 7 45.0 TW 39,0 TF 44.5 FG FF=40.05 FS CONSTRUCTION NOTES: (J) JOIN E:XISTING SIDE:WALI< (2) CONSTRUCT BIOSWALE: 05% MIN. 2% MAX (}) SEE STORM DRAIN PLAN FOR SIZE TYPE & (4) CONSTRUCT .J' WIDE RIBBON GUTTER @) CMU RETAINING WALL PER SORSD @ CMU RETAINING WALL PER SDRSD Q'.) CMU RETAINING WALL PER SDRSD (§) CMU REJAINING WALL PER SDRSD C-J C-4 C-5 C-6 @ USE EN/-IANCEO SPLIT FACE CMU FOR THIS RETAINING WALL; COLOR AND TEXTURE PER ARCHITECTURAL PLANS. Qi!) REINFORCED CONCRETE RETAINING WALL PER SDRSD C-1/A @ NOT USED Q?) CONSTRUCT 6" CONCRETE CURB PE:R SDRSD G-1 ® CONSTRUCT REFUSE BIN ENCLOSURE PER MODIFIED CITY OF CARLSBAD STANDARD DRAWING GS-16. PLANTER WALLS PER DETAIL 2 SHEET 17.SEE SHEET 5 FOR TW/TF POUR INPLACE CONCRETE WALL PER DETAIL .J SHEET 17.SEE SHEET 5 FOR TW/TF. O'V ENCASE STORM DR/AN PIPE IN CONCRETE AT TH[ CROSSING WITH WE FOTT!NG KEf. (T'fP/CAI) \ 47.0 7W. 39.0 TF EXISTING RETAINING WALL PROTECT IN PLACE (!~ CONSTRUCT 6" CONCRETE: CURB & GUTTER PER SDRSD G-2 @ KEYSTONE RET. WALL PER DETAILS SHEET 12 @) CONSTRUC r CONCRETE WALK PER SDRSD G-7 @ PROVIDE CURB OPENING PER DETAIL, SHEET 11. @ CONSTRUCT O" CURB PER MODIFIED SDRSO G-1 @) GENE:RAL AREA DISTURBED BY CONSTRUCTION ACTIVITIES TO BE CLEANED AND RESTORED TO ITS PRE-EXIS7/NG CON/JITION AS A MIN. @ GRADE A VEGETATED SWALE TO CONVEY AND TREAT STORM DRAIN /CLDWS TO CATCH BASIN, @ PLANTER PER ARCHITECTURAL PLANS. @ START 6" CURB TRANSITION TO O" CURB. @ SEE ARC/ilTECTURAL PLANS FOR THESE BLEAC/iERS. @ BLEACHERS HOLLOW /JELOW. GRADE TO PAO ELEVA T/ON AND SEE STRUCTURAL PLANS. lo'. (?!) INSTALL LIGHT CLASS RIP RAP L=3' W=2' T=1' (MINIMUM) W/T/i FILTER FABRIC MIRAF/ 700X OR APPROVED 40.37 FS (/) c! 45.9 TG 40.37 FS SD 46.21 FG SD 46.3 TG 46.8 FG \ 47.0 TW /39.0 TF / 40.2[ FS / 1ff43:,FS · 415, 55. FS ,1 " / 39.70 FS 39.74 FS 47.0 7'110 39.0 TF- 11 EQUAL RISERS 47.0 TW 39.0 TF 40.0 FS 41.00 TW 39,0 'TF \ ', 39.94 FS \ // 47.0 TW I 1"§.0 tf- / 40. 1R (.',~ 4'J.05 FS . :,4e:20 rs·. ,~ · ' \ 47.06 TC FL \ PER CIT'( OF CARLSBAD IMP. PIAN No.476-5 \ -- - - \ ~'' 7J . I -~' 4f;.5 FS. ,,, .,_, 7 \ \ l> \ ' ' . \ \ \ \ • L ,A Ii r~I/~ I. I I ':': I [. ('>I' " 'f '",::;1 I -I ---... I \ I : ,>----" 45.05TC/FL) PER CITY OF CARLSBAD 1 IMP, PIAN No.476-5 I --1 -- \ _\ __ - 39.89 FS I 39.93 FS \ PRECI=S~E~G~R~A=D~IN~I ~G~P~LA~N~T i) 40' ___ I SCALE BENCH MARK EQUAL. r;;:;;:;;:::::;;;;;;;;;;;,:---:--;--:;;--------------------------------------DESCRIP/lON· CLSEl-130 Z 5" BRASS DISC H Ofm an LOCATION ''''' SE CQR INLfTAT THE [NO OF CURB. R[TUFIN • ,,,;;cfo'tSS):n,;,;,.,_ AT.NE COR. OF GRAND. AYE ANDYIASHINGTON ST '~Etv:j"Z.s • RECORDED: .2/5/2012 . . . . . . . ............. . e:.c-ELEVATION: . 40. 91 O' DA TUM:. NGVD 29 Planning & Engineering o,C 7232 [XP, 06-30-14 €d ~ ' J-Zl.t .3 EDUARDO CADENA TORRES, PE DATE 03/21/2013 40.0 FS 1.0% 39.84 FS \ TOP OF INFILL : 40.32 TOP OF STONE : 40. 17 TOP OFSUB--FOUNDATION·: 39}!4 fj \ -<10.04 FA_ . °< (40.08)./' . . \ \ \ \ \ \ \ \ \ . . 39.57 TC/FL PER CIT'f OF CARLSBAD IMP. PIAN No 476-5 'if L!XA-7!0~ '"!'O 12,E bEl~l!,.Jet) I~ F16-D -ro~\6F'Acflc>,J OF 1t,.}Spa::..7'0~ REVIE\.IED BY• ,1 ,wt,ii u..l........:> HJSP[!CTO!s ·-iYJ __ _ .---i--t-------------!--+--l---+----11 SH~ET I CITY OF CARLSBAD ~7 ENGINEERING DEPARTMENT LJL_j ~G"'R,:,:AD;;,l,<N,;;G.=;:AND;;;,~E~R~O~S~IO~N~C;;O:;:N;;TR:;O:;:L;=;P:::LA===Ns=r=o=R=, :'_I:::::==:~ 0319 13 t,,e,_ &REPLACED SHEET SIGNED 12-21-12 TO REViSE ' GRADING DUE TO REMOVAL OF MAINT. BLDG. DA TE INITIAL OATI: IN111AL DATI: INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ARMY & NA VY ACADEMY ATHLETIC FACILITY DWN BY: EC SE CHKD BY: -jPI> RVWD BY: PRECISE GRADING PLAN PROJECT NO. RP 12-13 DRAWING NO. 476-SA S25'23'37''E N2a·49'45_''.W_ N28'49'45'W @ 24.87' N67'56'27"E 8" PVC 7-0 % 37.75 36.9 @ 26.00' N6/'56'27"E 4" PVC 7.0 % 37.08 36.82 @ 1237' N0475'42"W 6" PVC 1.0 % .36.91 .36. 78 8" PVC 1.0 % .36. 12 35.94 4" PVC 2.0 % 4" PVC 2.0 % @ 9.43' S 80'5'11" W 37.59 37.40 4" PVC 2.0 % 4u PVC 2.0 % @ 72. 78' S 35·5'77" W 36.9 36.66 @----4·0-_cc:B,, -+.=-s-2"'8""'c.l ,cc38""'" "'E-+---'-cc-'--~--,f----c-~cc--+-~3~5-_ Oc---1~-_3=-5=-_~9~0-, 4" PVC 2.0 % @ 4.8' S 28'1'38" E 35. 7 35.60 4" PVC 1.0 % @ 71.81' N/6'58'22" E 44.13 44.01 4" e_vc 1.0 % rw, 18.66' N28'/'38" W \-";, 44.32 44.13 4" PVC 1.0 % @ 35..8.J' N28'1'38" W 44.68 44.32 2" PVC 2.0 % @ 20.57' N 28d1'38" W 44.50 44.09 PRIVATE STORMDRAIN AND UTilJ[11 IES PLAN SCALE 1"=20' BENCH MARK DESCRIPTION: CLSB-130 2.5" BRASS DISC .---------------------------------------------------. LOCATION:_ SECOR /NI.ET AT THE END OF CU[!B RETUl,N H Ofm an '1-.'cfESS!fl•'!,,, AT NE COi? O/"Gl'!AND AVE AND. WASHIN(JTON ST <:}[)EN;ft, RECORDED: 2/5/2012 i7C, 7c, ELEVATION: 4-0.910' DATUM: NGVD 29 o,C 72329 REQUIRED TREATMENT CONTROL BMP TABLE Planning & Engineering EXP. 06-30-14 DESCRIPTION QUANTITY ADS PERFORATED PIPE 673 LF EDUARDO CADENA TORRES, PE rAccDc:S=-P=-ERCCFCCOCCRCCACCTEccD=F,-=lA~T-=DccR_AI-CNCC-5=-;-cc----t----2~, 1_00 LF·····--··- RO0F DOWNSPOUTS TO VEG. AREAS 8 EA @) NOT USED (ft, ROOF DRAIN DOWN c;pour TO I!) DRAIN INTO VEGETATED AREAS @) 1 7/2" PVC ;;"CH. 40 P07ABL£ WATER LINE (WHITE),2' COVER MIN. / I I I !0"SPE!CT □lll CITY OF CARLSBI\D SHEETS 17 1----+---+------------------+---------_--t-----------+----------jf----------, 1 SHfET I ENGINEERING DEPARTMENT ~=='==;:==:===========;;::;;:::::::::::::::::::::::::==:::::....::::== GRA.D!NG AND EROSION CONTROL PLA_NS FOR: 0319.13 DATE £.<!._ 0 REPLACED SHE:ET SIGNED 12--21---12 TO REv1SE L.1-"so & UT. DUE TO PRESS BOX BLDG. MODS. !NI Ti AL ENGINEER OF WORK REVISION DESCRIPTION . . . DATE INITIAL OTHER APPROVAL 1.11' " DATE INITIAL CITY APPROVAL ARMY & NAVY ACADEMY ATHLETIC FACILITY STORM DRAIN AND PRIVATE UTILITIES PLAN :#ED~ (,'LE';! 'l VatfJPf':j,KI cc-"l;"'-''d,..,~_:x. 74kl~~r.:Ut..~-·•------ ENGI, ~ERING MAN,sGER PE 41201-EXPIRES .3/31/13 DWN BY: EC SE CHKD BY: illfs RVWD BY: PROJECT NO. RP 12-13 DRAWING NO. 476-SA CASE No. 2 CASE.-No. 1 4" DOWNSPOUTc; FF AT BLDG. UNDER THE SIDEWALK DRAIN DETAIL ' ._, SCALE TC PER PLANS PROP. 4" PVC PIPE (6" IN T'c-/E CASE OF FLAT ROOF DRAINS') Hofman Planning & Engineering 'Cl EDUARDO CADENA TORRES, PE DATE RECORDED: . ELEVATION: L. ,- CLSB-130 2.5" Bl/ASS DISC S[ COR INLET A I THE END OF CURB RETURN AT NE COR OF.GRAND AV[ AND WASHINGTON sr 2/5/2012 40.9/0' -DATUM: NGVD 29 REQUIRED TREATMENT CONTROL BMP TABLE DESCRIPTION UANTITY ----< f--A-D_S_P_E_R_FO_R_A-TE-IT PIPE-----+----4-52-.. ·1.·F-------1 ADS PE.Rf"DRA /ED FLAT DRAINS 706 LF ··------------------+---- CONSTRUCTION NOTFS: (D 4" HOPE OR PVC PIPE 0 6" HOPE OR PVC PIPE (i) 8" HOPE OR PVC PIPE INSTALL ROOT BARRIER IN PROXIM/ TY TO TREES. SEE I.ANDSCAPE PLANS. NOT USED ROOF DRAIN DOWN SPOUT TO OF/All-I INTO VECETA TED AF/EAS @) 1 1/2" PVC SCI-I. 40 POTABLE WATER LINE (WH/TE),2' COVER MIN. G_) /2" /!OPE OR PVC PIPE @) '.'J~~i!~TlgN TRENCH PER DETAIL @) 18" /-/OPE OR PVC PIPE :r=~.,,-·--.....-.,~ fr, @ 18" RCP PIPE ( (?g) St~ S\.\'££.i 1~'\/ . (]),AREA DRAIN WITH A TR/UM TOP (PLANTER AREA)(\@ !:l_,£:£ 5.\\£~1" '1 ) @•AREA DRAIN WITH GRA /ED TOP -----------~______,,___.) ® 12x12 GRATED BROOKS BOX OR SIMILAR @ 18x/8 GRATED BROOKS BOX OR SIMILAR @ UNDERGROUND TREATMENT AND INFILTRATION BASIN WIT'c-1 STORMTEC/-1 SD-740 CHAMBERS IOX6=60 UNl!S INCLUDING 6 IN /SOLA T/ON ROW CAPACITY 4500 CF. INSTALL WEIR IN CATCH BASIN TO DIRECT INITIAL F"LOWS TO /SOLA T/ON CHAMBERS. SEE DETAILS SHEETS 9 ANO /3. @) VECETA /ED SWALE @ @ ADS /"X/2" FLAT DRAINS IE~ 0.6' BELOW FS CONSTl?UC I TYPE "F" CATCH BASIN PER SDRSD D-7 WITH 2 OPENINGS (NORTH ANO SOUTH) @ ADS PERFORATED PIPE; SIZE PER PLAN SEE DETAILS SH T. 11 *SEE DETAILS SHEET 72 r;;-;;,, STRUCTURE WITH OVER/CLOW WEIR ~ ff 48" PER DETAIL Sf/EET 9 . 3/4" ANT/-SJPHON FAUCET MODEL WOODFORD Y24 OR SIMILAR INSTALL BOX WITrl COVER LABELED POTABLE WATER, FLUS/-/ WITH TURF @ 1 1/2" BACKFLOW PROTECTOR FE.BCD 825YA OR SIMILAR. ~~....._,..,----------.,,---. __ --,_ .. / <f~ SEE 'i'i\-\t\;,7" ,-~ / @ St£ ~\\~E"T 7 z \ ( @ '5£E ~1-\€\,T 1 ... _____ /'---. __ ___,, __ ___,.. @ 4" PCV PIPE UNDER THE SIDEWALK DRAIN PER DETAIL SHEET 8. @ 6" PCV PIPE UND-D? THE S/DEiW~A1'LK DRAIN PER 0_5IAIL SHEE/ 8. 2- (~~R,\J(,T -~G:?ER ~ ~ SCR':10 0-q, "NPE. A-4 -. _ _...._, ~ /--_,,,,,...._ _/-_/' ,_ . ---- PRIVATE STORM DRAIN DATA (CONT.) .. --···-. LINE LENGIH BEARING PIPE 5 IE IN IE OUT . -----· @ 57.57' N67 '4/ '57"E 4" PVC 1 % 44.0 43.48 ------------ --@ .. 19.97' 528'0/ '40"E 8" PVC 1 % 36,52 56 . .32 @ 37.26' N6/ '4/ '57"E 4" PVC I % 458 43,48 @ 7.J.48' S78'0/ '40"E 8" PVC 1 % 4.3.28 4.3.14 @ 33.77' S55'02'/0"W 8" PVC 10 % 44.09 40. 71 @, 17. 7J' S75'/9'20"E 8" PVC 5 % 41.27 40. 71 --@ ---- 38.95' S48'5/ '40"W 4" PVC 7 % 37.02 36,63 .. ----@ 4.51' S48'.5/ '40"W 4" PVC 2 % 36.63 36.54 @ 15.28 555'02'/0"W 8" PVC 10 % 40. 71 39.18 ---·-- / \ 0129'18 0 00 :E 0 Ci) "Tl ~ ~ -.J -.J ~ \ 0 \ ' I , ' " 10· \ . i ' -' l 20' 40' so· SCALE 1" = 20' \· ' -' \. _I I t . . \ ' -I -' ' I ' lJNDERGROUND 11 REA TMENT AND BASIN (DETAIL) SCALE i''=JO' Hofman Planning & Engineering EDUARDO CADENA TORRES, PE DATE ---STORMTECN CNAMBEFIS n 24" 1-/DPE PIP£~.~ ·,,_ MANHOLE-- IN- G) 18"RCP INVERT OUT - ~ WEIR ELEVA T/ON -35.35 MANHOLE WITH WEIR DETAIL SEE ADDITIONAL DETAILS SNEET 15 NTS WEIR LENGTH -FULL INSIDE DIAMETER ..----------1,-'--- ·-,_ __ 4 -r 12" ELEV. -33, 75 \ -l !, ~~==~~=~--t~li!----+---,- 2X5" ELEV. -33, 0 6" ELEV -32.44 RIM ELEVA T/ON --39.8 (FLUSH WITH TURF INFILL ELEVA DON, SEE SHEETS 3-4) PROVIDE SOLID CO VER, 8" INVERT IN -32.48 @ OUTLET CONTROL STRUCTURE DETAIL SEE ADDITIONAL DETAILS SHEET 15 BENCH MARK RECORDED: ELEVATION: CLSB-130 2.-5" BRASS DISC SE COR INLET AT )HE END or CURB RETURN AT NE. COR OF. GRAND A VE AND WASHINGTON ST 2/5/2C12 40.910' NGVD 29 REQUIRED TREATMENT CONTROL BMP TABLE NTS CONSTRUCT/ON NOTES' (D 4" NDPE OR PVC PIPE @ 6" NDPE DR PVC PIPE 0 8" NOPE OR PVC PIPE INSTALL ROOT BARRIER IN PROXIMITY TO TREES.SEE LANDSCAPE PLANS. @ NOT USED tj}\ ROOF DRAIN DOWN SPOUT ro \!.!,J DRAIN INTO VEGETATED AREAS @) 7 7/2" PVC SCH 40 POTABLE WATER LINE (WHITE),2' GOVER MIN, (f}) !NFIL TRA TION ffiENCH PER DE TAIL CJ) lz'' /-/OPE OR PVC PIPE 3 SHEET 9 (}) 18" HOPE OR PVC PIPE @ 18" RGP PIPE (j),AREA DRAIN ~~Tl-I ATR!U,1;1 TOP (PLANTER AREA) @ SE£ SI-\EtT 1 @•AREA DRAIN WITH GRATED TOP __ _,___ _ __,,, ___ J',____,/' @ 72x72 GRAIED BROOKS BOX OR SIMILAR fo'1, STRUCTURE WITH OVERFLOW WEIR SJ ff 48" PER DETAIL S/-/EET 9 . @ 18x/8 GRATED BROOKS BOX OR SIMILAR ® UNDERGROUND TREATMENT AND INFILTRATION BASIN WIT/-/ STORMTECH SD 740 CHAMBERS !OX6=60 UN/IS INCLUDING 6 IN /SOLA TION ROW. CAPA Cl TY 4500 CF. INSTALL WEIR IN CATCH BASIN TO DIRECT !Nil/AL FLOWS TO /SOLA T/ON CHAMBERS SEE DETAILS SHEETS g AND 13, (1!) V!:GETA TED SWALE @ ADS /''X/2" FLAT DRAINS IE~ 0,o·' BELOW FS @ CONSffiUCT TYPE "F" CATCH BASIN PER SDRSD D-7 WITH 2 OPENINGS (NORTH AND SOUTH) @J ADS PERFORATED PIPE; SIZE PER PLAN. SEE DETAILS S~IT. 71 *SEE DETAILS SHEET 12 INFIL 7HA TION ANO DETENTION BASIN: SEE DETAILS SNEEJ 73 SELECT COMPACTED FlLL MINIMUM 12" DEEP OR AS APPROVED BY 80/LS ENGINEER, EXIS77NG CLAY LA YER. EXPECTED TO BE 6-7' TH/Cl(_ EXTEND GEOTEXTILE AND ROCK 6" MINIMUM INTO SANDY MATERIAL BELOW CLAY. \ / 3/4" ANTI-SIPHON FAUCET MODEL WOODFORD Y24 OR SIMILAR. INSTALL BOX VfiTH COVER LABELED POTABLE WA TEfl, FLUSH W/Tf/ TURF, @ 1 1/2" BACKELOW PROTECTOR FEBCO 825YA OR SIMILAR. ~------------f @ SE£: SI\EE, l ) ( @ 5£E 'Ql\tET 1 ) '~-~~_y @ -1" PCV PIPE UNDER THE SIDEWALK DRAIN PER DETAIL SHEET 8. @ 6" PCV PIPE UNDER THE SIDEWALK -_..---DRAIN PER DETAIL SHEET 8. ( --V-1,r-----v-----',/--y----~ ( @ S'i'E :'.)\-\1<:t~ e)_ '-----L--"-._,,/\.,___/-~ . L ,/7 /////// I ' ' I I ·, INFILTRATION TRENCH DETAIL ®·--------------Nl-S----~ REVJEI-/ED BY; <7,.,~ JV/ o.l. SHEETS 17 GRADING AND EROSION CONTROL PLANS FOR: ARMY & NAVY ACADEMY ATHLE:TIC FACILITY STORM DRAIN INFILTRATION BASIN DETAIL DESCRIPTION QUA2>/TJTY fl?EATMENT /INFILTRATION BASIN 0319.13 c rullEPL.ACED ShT SIGNED 12-21-2012 TO ADD -:,/~,_//" r.,,1' 1:,,-C-INFILTRATO~ TRENCH, DETAL AND BMP TABI_E :J/'#'/1:, "'•Ill' DWN BY: t_C/St_ CHKD BY:'5~ RVWD BY: 1 EA DATE ENGINEER oi=-WORK REVISION DESCRIPTION DATc lf'WTTAL DA.TE IWIIAL OTHER APPROVA! CITY APPROVAL PROJECT NO. RP 12-13 DRAWING NO. 476-SA ~ /. ~ ;/t • j[_) f---- SCALE _!:)' LINE TABLE LINE TABLE CONro L/Nt. LENGTf BEARING URB TYP LINEILENGTt BEARING URB TYP L1 782 N4126'15"W G-1 ----------___ ,_ __ ------ L2 14.50 S48~J3'45"W G··1 ------_,_ __ .. LJ 45.00 N41'26'/5'W G-1 L25\ J.0 S28'0/'JB"E G--1 ·-\-·-··· ---------·· .------------------ L26 17,3_2 !_N41'26'!5"W C-1 -------- L27. 13.17 S61'58'22'W G'-2 -· . , -, _.__ ... ..... -- --------------L4 14.50 N4ci35'45"E G-1 L28' ! ---------------------, -··-·----,__ -------------------------- L5 0.09 N4126'/5''W G-1 L29 14.50 S61 '58'22"W G-1 LB 21.24 i S48'JJ'45"W ------· G-1 L7, -2341s2a·o/'.Ja'i- -------------G-1 _ LB_ 113. oo · NJ/1.:sa·22:c G-1 40~00 -··· .. - L9 S28'01 '38"E C-1 - - - - ----- LJO 72.00 N28'01'JB"W C-1 --------··· -LJ/ 2.17 N41'26'75"W C-1 ----------r----.. ·-_______ ,, _____ r·-···· __ ,,, L32 1. 01 S4-1'26'75"E G-1 ---~·-,_ L33 14.50 S48'35'45'W C-1 ------------------- -----. , .. . ------------------ LIO 13.00 56/ '58'22"W G-1 -------·-L/1 2. I/ 528'01 'JB"E C-2 -----i------------i---------------.. ------·-· L34 1526 . 541'26'15"£ C-1 ---t--------. ------,-----. ·---------·" ... - ------". - ---· . L35 12.53 : 54126'15"E C-1 ---• I ------ - - ------------. L/2 24.00 561 '58'22"W G-1 ... -------·-i-------------------- LJJ 1.00 N28'01 '38"W G-1 ------------- ---- U4 14.50 561 '58'22"W G-2 LJ6, 12.53 I 541'26'15"E G-1 ____ _, ~--·"·" ----.. -------....... ---. L3li 12.53, 54126'75"£ G-1 -----1·------.-G-1 L38, 12.53' S4126'15"£ ,_ ------------------ L/5 63.00 N28'01 'J8''W G-1 -L39: 6.27] S4126'15"E .. _, - - -. - C-1 -. . ---·------·-,_ ---------- L76 6.55 SJ4'45'.0_Q"E C-2 ______ ,, _ __ .,,,,.,. ---- ----,---;--·· ... -T· --------· .. -------... --··. L40j 20.67, N48'45'32"1 G-2 L/7 1/.94 SJ4'45'00"E G-1 L41[ 1.67 , S41'26'15 "£ C-1 --------, ----------- UB . ,_ --------~ L/9 ·----------~ ·------ L20 7.71 N2a·o1 'Ja.·w G-1 ------ L21 L42: 15.9/ N61'58'22 "E C-1 ::~64.00 l ···------------------. - N2E3'01 '38"~ G-J ..... - L45' . -- ---------------------·· ------L22 4.37 N28'01 '.38"W G-1 --------------... -----·· ·- L23 15.50 561 '58'.?,?_''.W G-1 ···------ -- --., -- - - -.. I _,_ ------ ---- L46 f----------------1· ---·· - - - --. ----- L47 , L24 52.17 N4829'04"E C-2 L48 16.0J ! sog·54•49"" G-1 ' -! • ": i-.. ,-j 5.o•~/8, ;l -='I ;r ---=:~ s 1.5' , , 4.3' LINE TABLE coNro LINEILENG It-A BEARING "URB TYP L49 I 3.46 i. S09'54'49"t G·-1 -1.so I 15.JI --sao·os·11 "i1~ ~T L51 r-c~----;::.,,-;;---:-,~cc-c;;.,-I-----; -----···· L52 53.0 sao·os·11·:~ c-1 r ------------ ------ - - - - -----·-· - ---- --- L 53 6.57 s2a·oo·21"E c-1 1----+----------------- - --------- L54 72. 00 580'05'11 "' C-2 ---------· _____ .,. L55 15.50 N09'54'49"! C-1 -----" .----------------------·. _L561 J.46, ___ N80'05'.11"£ -··G_=1 0 L58 J:1¥--t°aj~jr ij::i -%~+-- "' -· -~~~ ... ,----------------------------- L59_ J.87 l'i_Q3'J2'J()) C--1 __ L60 3.87 , S8627'Jo"1. C-1 L6ii J.86 \ N03'J2'JO"E -ci--1 ... L62 ! Jc86 S86'27'Joi c-1:== L63 .3.87 NOJ'J2'JO"E C-7 -------·· ----------------·····- L64 J.87 I S86'27'JO"J G-1 _ .. L65 J.86 NOJ:J:{'JO"L C-1 . ----. L66 3.86 S8627'JO"L G-1 r ~if~~;+~ii1i¥Jg:} ·~=;---------- L69 -------- CURVE TABLE 7URV/l ENG Tr" AD/U' URB TYP Cl 3.14 2.00 G-1 gflf;; . ,_ . 2.00 C-1 ------- 6.00 G-1 ----" -------. ------" .. ------~;w! 6.00 (,' .. / 2.00 G-· 1 ---------C6 .3.14 2.00 G-1 ... . ·- Cl 3.14 , 2.00 G-1 ---· _ _, CB 5.06 3.00 C-1 C:9-l 4.36-_,_ J.00 G-1 -cio' 3.14 2.00 G-1 - ----------------------- C/1 2.21 , 7.00 C-1 C/2 0.94 4.00 G-2 -c1T1 --------------. 1.57 1.00 G-1 C/4 C/5 3. 14 2.00 G-1 j': 161_,3'._14 2.00 C-1 -----.. --'"" - C/7 3.14 2.00 G-1 -----------i---· .. ------C/8·3.14 2.00 C·-7 ---" . --;----·-· --------------- C/9 1.53 1.00 C-1 -C20 6.28 5.00 G-7 - -------- ---· C27 J. 14 2.00 G-1 .. r· ----.. NCTD R/W RAILROAD TRACK CURVE TABLE CURVE i LENGTH RADIUS DEL TA CURB TYP -~~-l~~i i--~:~g ~~~~~~~;j ~=; ···- C4 , 8.02 6.00 76'35'23" C-1 ---, C5 3.14 2. 00 00'00'00' G-1 C6 !_314=-200~0'()0'00' G-1 Cl J.14 2.00 90·00'00' G--1 ----------------------------- CB 1.57 1.00 90-00'oo" G-1 C9 -0.94 :coo 1J'.24j-if G~/ -~;i T. II~ !: ~~ ~~~~:gt:=g=: --- ,--c'1] __ J 5.06 3.00 _ ,Jti.:iJ'22" C-2 .. C/3 4.36 J.00 1J'/6'J8' G-1 f:' / I , ' i ,' , i: i i .. --._ I HORIZC)N'fAL // 7+oo c..i -I ---J: CONTI~OL PLAN SCALE 1 "=.30' '•h ~ Ci ( "li4-_i_ ---~ ·----=-=---=-~i :::_~~~-J-~---------------- / / I ! ! I I 6+00 --f - I I I ··-1 r I I I I I I I I I I I I I I I I I I I ~ I I I C) I C) I i· _:_ ' I ' , + I C) , l_f) } -j. J.. C) I -i , I ! I + I I ' c.::, tf) i i,+ 0) i I I , , , -· lf) ' "i~ -+--'i-· 1' ,..__ i ' , "i-i I ' C) i c:, ~0 ·-+- "I' "' ! ! I I -j- / / I / I I I I I I I I I I I I / / / / / / / ::z:: (.) IJ.J IJ.J Ctl I I I I I I I I I I I I I I I I UIL T" ~~ DATE REV!E\JED BY• <.J,111c✓1A cl.... 'is I~ Ji Y INSP,ECTDR /, DA TE L70 ------------------------ L71 0.86 s09·54'49"1_ C-1 .. -~t-"""-'~=-::··1~ ,_ .. C22 4.64 J.00 C-1 _ _, -r---~----------. --· ---- C2J 7. 61 1.00 G-1 BENCH MARK fsi¥ll CITY OF CARLSBAD SHEETS 1--------l---+------------------t--.,.---t---------t------t ~ ENGINEERING DEPARTMENT 1 17 ' ~G:;R::;AD;;l;;N~G.':::AND;:;;;::;E~R~OS;;I~ON;::;C;;:;O;:N;;T:;RO;;;L:=';P;:LAN~S;:;F;OR~:::'\,,':::;;;::;;;:ii:~I _, L72 3.34 N8125'57"1 C-1 C24 4.78 3.00 C-1 ,------------------------------------------------, DESCRIPTION.· LOCATION .. Hofman Planning & Engineering J. ?.t). I EDUARDO CADENA TORRES, PE DATE l'§iESSl- (}DtN;j/J/v, u.. No,C 72329 [XP. 06-30-14 ' RECORDED: ELEVATION: CLSB-130 2.5" BRASS DISC SE COR INLET AT THE END OF CURB RETURN AT NE COR OF GRAND A VE ANO WASHINGTON ST 2/5/2012 40.910' N"VD 29 DATUM:. " 03.19.13 C. ,.,,.,, fc.. DATE INITIAL ENGINEER OF WORK 1 REPLACED SHEET SIGNED 12-21-12 TO 3 REVISE PARKING LOTS f\ND REMOVE MAINT. BUILDING. TOTAL SHEETS CHANGED TO '17. DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL 3 vv' " II DATE INITIAL CITY APPROVAL ARMY & NAVY ACADEMY ATHLETIC FACILITY HORIZONTAL CONTROL PLAN ENGINEERING MANAGER PE 411204 EXPIRES 3 31 13 DWN BY: EC SE CHKD BY: 7/M RVWD BY: PROJECT NO. RP 12-13 DRAWING NO. 476-SA M:□Engineering ?rojeci:s □Army Navy Fieldodrawing □plan_sets□ Precise Grading COoCOl Mylar black final□ANF-CO GRD-1 0-HORIZONTAL CONTROL PLAN-MYLAR BW.dwg Q.3/20/2013 13:26 C !Jo :E 0 C) 0.lli, "Tl -.J ~a, -.J 6, )> 2 1 /2" PILE FIELD TURF VI/TH 1 J/4" DEEP INFILL. CRUSHED STONE (SEE TURF BASE CONSTRUCTION) M/RAFI 140 NON-WOVEN GEOTEXTILE NATURAL SOIL (SEE TURF BASE CONSTRUCT/ON) MIRAFI 140 NON-WOVEN GEOTEKTILE LINER, AS PER SPECS PER/MITER OR COLLECTOR DRAIN (PERFORATED DRAIN VI/SOCK) WYE CONNECTOR .---FLAT DRAINS LAID ON MEMBRANE DISTANCE BE1WEEN DRAINS (SEE DRAIN LAYOUT DWG A-105) (SEE DRAIN LAYOUT SHEETS 7-8} SECURE DRAIN TO MEMBRANE WITH TAPE MEMBRANE (5EE TURF BASE CONSTRUCT/ON) FLAT DRAINS IN THE BASE DETAIL2 NTS 1 ~--2 J/2" PILE FIELDT/JRF WITH 1 3/4' DEEP INFILL. CRUSHED STONE (SEE TURF BASE CONSTRUCT/ON) FLAT DRAIN ADS 4" PIPE PfR/MfTER OR COLLECTOR DRAIN (PERFORATED DRAIN W/SOCK) -ADS ADVANEDGE i"X/2" PERF. DRAINS WITH SLEEVE w (/) <r "' ~---NATURAL SOIL (SEE TURF BASE CONSTRUCTION) VIEW 1-1 CONNECTION BETWEEN FLAT DRAIN & PERIMETER OR COLLECTOR DRAIN DETAIL1 NTS ~--2 1/2" PILE FIELDTU/IF WITH 1 J/4" DEEP INFILL 4 "OF CRUSNED STONE , AS PER SPECS COMPACTED TO 95% PROCTOR AND GRADED TO WITHIN 0-1 /2" OF D[S/GN GRADE, AND WITHIN 0-1/4" IN I/UT. (USE LASER GUIDED GRADER) LINER, AS PER SPECS -------NATURAL SOIL COMPACTED TO 95% PROCTOR AND GRADED TO WITHIN i/2" OF DESIGN GRADE TURF BASE CONSTRUCTION DETAIL3 NTS ANCHOR[D TO CONCRfTE BY ANCHOR BOLT ~-FIELDT/JRF (oEE TURF BASE CONSTRUCT/ON) ~-r ... J--~'.' ::; .. ,•:'.Fl. I.s'Y~.H,::/~"J CONSTRUCTION} r;~~~~,~~~ ,-+--.·· •·· .. ••·_,.f•'""'<;cfkC~ l '° I 0 PROPOSED CONCRETE CURB NAIL OR TACK r/ELOTURF TO RECYCLED PLASTIC OR TREATED LUMBER 2"x4" NAILER BOARD (LEAVE J/8"-5/8" GAP BfTWEEN ENDS OF BOARDS TO ALLOW EXPANSION) J! NATURAL SOIL (SEE TURF BASE CONSTRUCTION) PROPOSED CONCRETE CURB DETAIL4 NTS 6" CURB PER SORSD G-1 PARKING LOT - SEE PLAN POROUS CONCRETE PAVEMENT UPPER SOUTH PARKING LOT CURB & GUTTER PER --, SDRSD G--2 3%± 4"AC/4"AB PER GS/ & GS17'./ > (PAV. DESIGN TO BE VERIFIED BY SOILS ENGINEER AFTER "R" VALUES TEST) 2% VARIES SEE PLAN --------··--4.0' VEGETATED 8/0SWAL[ PER CASQA TC-JO SECTION A-A NOT TO SGALf ROW I/' -EXISTING SIDE WALK MATCl-1 EXISTING [ BEECH STREET PER IMPROVEMfNT PLANS Stl'/JON 8-8 NOT TO SCALE VEGETATED·-·\ DRAINAGE DITCH \ . ·";1.v;,r \ [ .5' MIN RETAINING WALL PER SDRSD C-6 ; //, ~ r·O ~J' ;. :· HEIGHT VARIES LOWER SOUTH PARKING LOT SEE PLAN 7 5' 4" MAX PLAN 0.8' MIN SEC'7JON C-C NOT TO SCALE 4''AC/4"AB PER GS/ & G517 (PAVC DESIGN TO BE VERIFIED BY SOILS ENGINEER AFTER "R" \/AWES TEST) UIL T" ~~~~::;...-('::;.::.. ~1/~ R • 4~ EXP,4 Btl'~lf DATE REV!EvJED BY• I <1, 111I tAA,..A.... IN~PEC~□ R l ~ CITY OF CARLSBAD [SHEETS~ ~--+--+--------------7f-----t---t---t--7~~;;:;1;;;;;;_-=:~=E~N~GI~N~E~ER~l~NG~D~E~PA~R~T~M~EN~T~&-;~~'b!~,1;;;,::;A 1 HENCH MARK 'GRADING AND EROSION CONTROL PLANS FOR: .----==----------------------------DESCRIP710N. CL_S_B.-c:.1.J0 ... 2.5"-··BRAS::,.PI.SC____ ARMY & NAVY ACADEMY ATHLETIC FACILITY ~~!~~~ineering rtt1\ ;;;;; ~J$Jfif&'k,fl~'&:::!',:::x ..... 2 .. : .. T ............ 1---+--------+----------------t--7-----r----r-, :=A=P=P=~=o=v=/4=~=~=:_=:=:1=:=~:=v=:~=N:=:2.=:=.~=:==1 ==DR=A=IN=A=G=E=D=E=TA=IL==/SU=_=Z=1=;,=~==; \ [XP, 06-30-14 *l ENGINE.ERING MANAGER PE 41204 EXPIRES 3 31 13 DATE \();;) !Vic 'C:) ,,fq.l e-C.. 1 C I\Nl;-;iED"TCliA\-;',\-\t-Ei&"io \'i ~I) Sill.!, ~I~ i;:\A' OWN BY: EC SE PROJECT NO, DRAWING NO, 12,fli•t'l.. ~-fl_ C/\\J3'"' DAlE INITIAL OAlE INITIAL DAE INITIAL CHKD BY: ,::,1 RP 12-13 476-SA -REVISION DESCRIPTION RVWD BY· DA TE ENGINEER OF WORK 0THcR APPROVAL CITY APPROVAL • EDUARDO CADENA TORRES, PE C 1-1-=E 1-1-Ci) 0~ "Tl -.I 1-1-O') -.I 01 > Base Leveling Pad Notes: 1. The -Ing ped 11 111 be C01111ruc18dol-- 2. n. i-ibu-11 lo be ll!IPRl'lld by the llo goollcl1U1 englMwpnor!o pllc:ementollhe -nu pad and i.low n•lnlon>lld grldmne, \ standard Unit Width: 18' *=~'. 21.6" 8' 120lbs I • • • / • COmpac II Unit ClpUrll Width: 18' Width: 18" = 12" -,ic-Depth: 10 1/2" B" Height: 4" *Weight: 821bs "Weldlt 45 lbs Standard Unit (Compac II Unit Top Two Courses)IBase Pad Isometric Section View N Q $CALE 'Dimensions & Weight May V81Y by Region Keystone Cap Unit ---_______ _ Cap Unit Secured Note: Elevation NO SCALE 1. The leveling pad is to be constructed of crushed stone. TW-----, KEYSTONE CAP UNIT, SECURE-----------\ --. '-·--~- 1/2" X 5 1/4" Fiberglass Pins -Front Face Section Leveling Pad Detail NO SCALE (~_P_ar_king_Lo_t~) 2:1 Slope Polyurethane Construction "17 =11:. 1 I"= _111_ 1-I! JI Top 2 Courses Cornpac II Units------- Unit Drainage Fill (¾" Crushed Rock or Extends Min 2' from Face of Wall to I BV:1 H Batter I ' I Standard Unit---------~ 4" PERF SDR 35 PVC OR TRIPLE WALL DRAIN INSERTED INTO CHRISlYS DRAIN--EEZ (fC-DE4100), FILTER SOCK, INCASED IN!" CRUSHED ROCK BEHIND BLOCK. LOCATE DRAINS AS LOW AS POSSIBLE BUT OUTLET PIPES MUST BE ALLOWED TO DAYLIGHT UNLESS CONNECTING TO A STORM DRAIN SYSTEM. Top 2 Courses Compac II Units-------·-- 8V:1H Batter I Standard Unit-------- Finished Grade--------. -----,_ Min 3.5 oz ·, ~~Fabric (Typical)) 4" PERF $DR 35 PVC OR TRIPLE WALL DRAIN INSERTED INTO CHRISlYS DRAIN--EEZ (fC-OE4100), FILTER SOCK, INCASED IN~" CRUSHED ROCK BEHIND BLOCK LOCATE DRAINS AS LOW AS POSSIBLE. BUT OUTLET PIPES MUST BE ALLOWED TO DAYLIGHT UNLESS CONNECTING TO A STORM DRAIN SYSTEM. GRAVITY WALL "A" TYPICAL SECTION (EAST PROPERTY LINE WALL) STANDARD UNITS, BACK PINS GRAVITY WALL "B" lYPICAL SECTION ( WALL BETWEEN PARKING LOTS AT BEECH AVE.) STANDARD UNITS, BACK PINS Compac II Elevation +I 18" Compac II Plan CompacUnit * Dimensions May Vary by Region +I L!') LEVEL ABOVE,· SLOP£ BELOW NOT TO SCALE Standard Elevation Standard Plan Standard Unit * Dimensions May Vary by Region ~r -.::I" Cap Unit Elevation +I N ..- 18" ------- Cap Unit Plan 3-Plane Split Cap Unit Option ~. Dimensions & Availability Will Vary by Region SMALL SlOPE ABOVE,· LEVEL BELOW NOT TO SCALE *Notes: 1. -Subdrain outlet elevations and locations should be verified by and coordinated with the Contractor and soils engineers. Any storm drain systems and/or tie-in locations need to be discussed with HPE before wall construction. 2.-Please refer to manufacturer specifications and shop drawings from Serving Engineering dated 2-20-2013 for additional notes, recommendations and details. 3.-Contractor to verify that the TF I TW elevations are consistent between these grading plans nad the shop drawings, report any discrepancies before construction. BENCH MARK CLSB-1.30 2.5" BRASS DISC -6" -CURB & GUTTER PER SDRSD G-2 DETAIL 1: POROUS PAVEMENT NOT /0 SCALc "RIM" OR "TG" £LEVA T/ON AS SHOWN ON PLANS (SE£ S/-/££T 3-£) BRANCH WYE-. ,-4-5' BEND •, '~ SLOPE AND SIZE PER PLAN DETAIL 5 PRIVATE STORM DRAIN CLEANOUT NOT TO SCALE {5££ SHEET 7-8) "INVERT" OR "FL"-----, ELEVATION AS SHOWN / ON PLANS ; DETAIL 2: LANDSCAPE ATRIUM DRAIN NOT TO SCALE (SE£ SHEET 7-!3) V,~RIES SEE PLAN RIM ELEVATION PER PLANS DUCTILE IRO~I FIIAME ANO-------...._ GRATE EITHcR OPEN, SOLID, ~ .,., OR ATRIUM ~ijl) --.::= J/2"__j r--4"-18" ' *(1) 1\DAPT[RS CAN BE MOUNTED ON ANY ANGLE. 1.£. PER PLANS 6" MIN. DETAIL 3: PRIVATE STORM DRAIN INLET/CLEANOUT NOT TO SCALE "RIM" OR "re" ELt'VA noN AS - SHOWN ON PLANS MINIMUM 0.5% SLOP£ TO DRAIN - - ---------- (SEE SHEET 7-8) 'if ----------- ' 1/2" --1 ~---/MNl~UM 0.5% I I. / / SLOPF TO DRAIN i .,;f' i BRASS GRAT£ WITH BRASS SCREWS. SIZE & TYPE PER PLANS_ SEALANT (COLOR TO MATCH PAVEMENT) 1, ~- I •• -r " " 1<1pvc r'O/IAR[;;.;i _..;;,___,__:, ___ --'--c,-"'--. _;__ -ram, GAP AT PVC COLLAR ro 1< ,I " '" 1--· i./-1 · -.. _,-, J .. -,J ALLOW FOR FINAL HEIGHT PAVING' SYSTEM -------', ' • t;, PER PLAN 1, " , .. ---~-----~ -~--__,::~_:_ ------ ·· I ADJUSTMENT OF COLI.AR. ' I ~~-ENCASE l/lSER IN CONCRETE PAVING. I I ! I 4" or 6" RISER PIPE. LENGT/1 AS REQUIRED. ~-ELL FITTING BUIL T11 SEWER & ORAIN PIPE (SIZE PER PLAN). SLOPE MINIMUM 0 . .5% DR AS PER PLAN. ~k/re "/NVET'' OR "FL" £LEVA T!ON AS SHOWN ON PLANS --~ DETAIL4: FLATWORKDRAIN NOT TO SCALE (SEE SHEET 7-8) DATE REVIE'wED BY• I <I d,I r .11JI ,.A... 1 DATE ~ CITY OF CARLSBAD I SHEETS I 1-----1--+-----------------1---+--+-----+--1 :=~::::::=2::::::::::,.':::::::::::::::'EN::'G::I:::NE::E:::R:::::IN::::G=-=:D:=E:::::PA:::::R::::. T:'::M:=E::::NT:::::::=:::'....:=:::::1=7~ 1----+------+----------------1----+---+---+----1 GRADING AND EROSION CONTROL PLANS FOR: BLOCK TYPES NOT TO SCALE SE COR INLET AT /HE £ND OF CURB RETURN ARMY & NAVY ACADEMY ATHLETIC FACILITY Planning & Engineering 3156 Uonshead Avenue, Suite 1 Carlsbad CA 92010 (760) 692-4100 www.hofmanplanning.aim 1.w.13 EDGARDO CADENA TORRES, PE DATE AT NE COR OF GRAND A VE AND WASHINGTON ST 2/5/2012 40,910' DATUM:. NCVD 29 03.19.13 E(!... J_ DATE INITIAL ENGINEER OF WORK REPLACED SHEET SIGNED 12-21-12 TO ADD DETAILS OF KEYSTONE RETAINING WAIL TOTAL SHEETS C/-IANGED TO 17. REVISION DESCRIPTION I~ 6VP DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DETAIL SHEET ENGi EERING MANAGER PE 41204 EXPIRES 3 31 13 DWN BY: EC SE CHKD BY: 7/f{j RVWD BY: PROJECT NO. RP 12-13 3/Zk/41 1DATE DRAWING NO. 476-SA C I->-:E I\.) G') O.i::,. 'Tl -.J I->-O') -.J 01 )> 30" [762 mm] __ J NOMINAL CHAMBER SPECIFICATIONS -----------.. ------------------ SIZE (W x H x INSTALLED LENGTH) CHAMBER STORAGE 5t0" x 30.0" x 85.4" [1295 mm x762 mm x 2169 mm] 45.9 CUBIC FEET [1.30 mi MINIMUM INSTALLED STORAGE WEIGHT 74.9 CUBIC FEET [2.12 ~ 75 lbs. [33.6 kg] STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B" STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T" PART# STUB A B - -----------SC740EPE06T 6" 1150 mm] 10.90" 1277 mm] 18.50" [470 mm] SC7 40EPED6B 6" f150 mml 1 ll.90'' [277_mm] NIA SC? 40EPEOBT B" [20!lmm] 12.20'' [31 O mm] 16.50" 1419 mml SC740EPEOBB B" [20!l ITIITI] 12.20'' [31 o mm] N/A SC740EPE10T 10" [250 mm) 13.40" [340 mm] 14.50" [368 mm] SC740EPE10B 10" [250 mm) 13.40" •=-uiO mm} N/A SC7 40EPE 12T 12" J300 ITIJ_T]j ___ 14.70" ,<73 mml 12._50"[318 mm] SC740EPE12B 12" [300 mm I 14.70" [373 mm] +------NIA SC740EPE15'f°-1 s" 131s niml---18.40" [467 mml 9.00" 1229 mm) SC740EPE15B 15" 1375 mm] 18.40" 1467 mm] NIA SC740EPE18T 18" 1450 mmf ' 19.70" 1500 mm] 5,00" (127 mm] SC740EPE18B 18" 1450 mm] 19.70" [500 mm] 'SC740EPE24B 24''[600 mm] ' 18.50''-1470 mm] , __ _, --··-----' -----,---~-,.. NOTE; ALL DIMENSIONS ARE NOMINAL ALL STUBS, EXCEPT FOR THE SC740EPE248 ARE PLACED AT BOTTOM OF END CAP SUCH THAT THE OUTSIDE DIAMETER OF THE STUB IS FLUSH WITH THE BOTTOM OF-' THE END CAP. FOR ADDITIONAL INFORMATION CONTACT STORMTECHAT 1-888-892--2694. ~FOR THE SC740EPE24B THE 24"[600 mm] STUB LIES BELOW THE BOTTOM OF THI:: END CAP APPROXIMATELY 1.75g [44 mm]. BACKFILL MATERIAL SHOULD BE REMOVED FROM BELOW THE Na12 STUB SO THAT THE FITTING SITS LEVEL. NIA NIA C NIA _ _I 0.50" 113 mml NIA 0.60" [15 mm] NIA 0.70" [18 mml N/A 1.2o"J30_rn111L NIA 1.30"_[33 mm] NIA 1.60" [41 mm] I 0.10" [3 mm] SC-740 TECHNICAL SPEC. ,1----?A" [600 mm] 0 ACCESS P-lPE REQUIRED CROWN MATCHING ECCENTRIC MANIFOLD SEC170NA_A INVERT MATCHING ECCENTRIC MANIFOLD SECTIONA_A SIZE ON SIZE MANIFOLD SECTIONA_A 12.5' ~---(3.81 m]---~ A-- s TO RM TECH SINGLE TEE MANUFACTIJREO BY ADS STORMTECH DOUBLE MMIIFOLO MANUFACTURED BY ADS A- STUB SIZE 24" 18" ---·--1s·· ···---12" 10" ------5,;--- 6" STORMTECH TRIPLE MANIFOLD MANUFACTURED BY ADS HEADER PlPE SIZES A A------ w • w • w 1r 1r 1r 1~ ~ AVAIL AVAIL!AVAIL AVAIL AVAIL -----=--•-" -" " AVAIL A1/_A_1Lc,._~y~~-A\l61!,. _ _!,._Y._A_!b.J1._VAIL' • • " - AVAIL AVAIL i AVAIL AVAi!,.. AVAIL AVAIL ;AVAIL _ • • • AVAIL AVAil'"AVAiC1AVAIL,AVAIL AVAIL 'A'fAi[~VA1C -_, - -• -l ~-lAVAIL:~L AVAIL. AVAI_L _AVAIL r---- • " " -:--~ ·: _TAVAIL AVAIL AVAIL.: AVAIL __ >WAIL IAVAU: " • • r AVAIL !AVA.IL AVAIL AVAILlAI/A•i' . -. I AVAIL AVAIL -STANDARD HEADERS AVAILABLE ADS 1-800-821,6710 MANIFOLDS ARE DESIGNED TO BE COUPLE.OTO STORMTECH PREFABRICATED END CAPS. WHEN USING STANDARD END CAPS, CORRUGATl:O PIPE UPTO 1S INCHES CAN BE INSERTED DIRECTLY INTO THE END CAP. FOR24" INLET PIPES, A CORRUGATED TO SMOOTH PIPE ADAPTER IS REQUIRED. THE INSTALLED CHAMBER SYSTEM SHALL PROVIDE THE LOAD FACTORS SPECIFIED IN THE MSHTO LRFD BRIDGE DESIGN SPECIFICATIONS SECTION 12.12 FOR EARTH AND UVE LOADS, WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCE. SC-740 STANDARD CROSS SECTION _ 2 LAYERS OF MSHTO M288 CLASS 1 WOVEN GEOTEXTILE OR EQUAL, BETWEEN FOUNDATION STONE AN□ CHAMBERS lSC.740: 5'"6" [1.7 m) WIDE STRIP 96" [2438 mm] MAX. SC-740 ISOLATOR ROW™ DETAIL NOTES: 1. INSPECTION PORT MUST BE CONNECTED ll-lRQIJGH KNOCK-Q!JT L.OCATEOAT ClcttTER OF GH.MrtflER. 2.AL!. /3CHELlULE40 FITTINGS-TO BE SOLVENT CEMENTED. / 4"[100mm).SCH!;D.ol0PVC F~/ r 4" [100 mml SCHED 40 /" PVC COLIPLINO e• _-,-.. .,---4"(100rnm!-SCHE040PVO 1203 mmJ CONNECTION DETAIL NIS - (~)~SC-740 INSPECTION PORT DETAIL , BED PCRIMETER I TO OUTLET i-------CONTROL ' I r~~--; i-J STRUCTURE c'------';==::::::::::::::::==:;'--'-_::__c___----'=-;.~ . s NUMBERANDSIZEOF UNDERDRAJNS PER ENGINEER DESIGN / I ~ .'--°"-:--7. ....... ,, ...... _ 1 '1 : , I I, i, ' ____ / --.----. -"'I __ ,_.___J DUAL WAU.. PER.FORA TED HOPE UNDER DRAIN PIPE-- STONE 8EDDING UNDER DRAINAGE PIPE. / · $TORMTECH CHAMBl::.R. ' \ &!f .J. __ FOUNDATION STONE "" ----f BENEATH CHAMBER \ __ M6HTO M208 GLAS5 2 NON-WOVEN GEOTEXTllE $1:CT!ON~-~ STORMTECH END CAP-._ FOUNDATION STONE BENEATH CHA.MBER - AASHTO M2118 CLASS 2 / NOJHVfJVEN GEOTEXTl!.E __ i SECTION B-B DUAL WAU. PER.FORA TED 1-HOPE UNDERDFIAlt-l PIPE "STONE BEDDING UNDER DRAINAGE PIPE; r MAXIMUM FINISH GRADE TOP OF PAVEMENT I UNPAVED [§] INLET MANIFOLD STUB IK]-· .. ..._ INLET MANIFOLD ,, TRUNK INVERT JJ,.j -~--~ INLET MANIFOLD /- STUB INVERT !$.~ ___ .. / SECTJON B-B SC-7 40 ELEVATIONS \ I ! ! • --i p]TOP OF STONE · -[m TOP OF CHAMBER ----- SECTION C-C UNDERORAIN [el UNDERDRAIN INVEF,tT [eel ----....._ r~n OUTLET MANIFOLD TRUNK ~ OUTLETMANlFOlD TRUNK INVERT --.• -..._ ., ~ OUTLET MANIFOLD -.• ---STUB INVERT Gf\A~I ULA Fl WELL OHAUEU. SOIL/AGOflEGATE iVllXTI_JRtcS, ,":35¾ HNES. ·1 COiW'A(,T .IN t/ (152 rnni)UFTS TO 95% STA~IDARD PROG !OR DEc!SI IY. SEI:: I H~ JMlLE Ck ACCE:PTI\BLE FILL IWY!EPJALS INS IQfl\JlTECH S DESIGNMAriLJ/\L, 1'131,~LLI\TION f,;lf\~IU,~L OR 'N'N\[-!.STOl!MTECH.COV! SUMP T r'f.VEVlENI 1 ! DESIGNE\lGINEERIS I j / I ! I J RESPO'-!SIE•LEc F0f1.EN3UHING / THE HEQUll-11:lJ BEAR.ING GAPflCIIY_. _1 OFSlJBGR/,DE SOJLf:" -CHAl\il!3EH --E~lDC/\P N\SHTO 1111288 Cl.ASS 2 NON,WOVEN GEOTEXTILE ------------ I OiJTLl::1 /l,. f011.IJNPAVED W,STA.LLAT!Oi~ V/Ht'RE RUTTING M/\YOCCUR. INLET AND OUTLET DETAIL MATERIAL LOCATION DESCRIPTION FILL MATERIAL Foicfi.AYEit '□' STA-'ITT=s"',R"OM=T"H"'Ec--t~,~NY=s~o~1uR.OCK MATERIALS, NA11VE sO!LS, - (~) TOP OF THE 'C' LAYER TO THE BOTTOM OF OR PER ENGINEER'S PLANS. CHECK PLANS FLEXIBLE PAVEMENT OR UNPAVED FINISH GRADE FOR PAVEMENT SUBGRADE REQUIREMENTS. ABOVE. NOTE THAT PAVEMENT SUBBASE MAYBE PART Of THIS LAYER. FILL MATERIAL FOR LAYER 'C' STARTS FROM THE (~~ TOP OF THE EMBEDMENT STONE ('B' LAYER) TO 18" {457 mm] ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENT SUBEASE MAYBE A PART OF THIS LAYER. GRANULAR WELL-GRADED EOlL!AGGREGATE MIXTURES,< 35% FINES. MOST PAVEMENTSUB- BASE MATERIALS CAN BE USED lN LIEU OF THIS LAYER. MSHTOM43 DESIGNATION' NIA 3,357,4,467,5,50,57, 6,67,68, 7, 78, 8,89,9, 10 COMPACTION/DENSITY REQUIREMENT PREPARE PER ENGINEER'S PLANS. PAVED INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND PREPARATION REQUIREMENTS, --BEGIN COMPACTION AFTER 12" [305 mm] OF MATERIAL OVER' THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN 6" [152 mm] LIFTS TOA MIN. 95% STANDARD PROCTOR DE::NSITY. ROLLER GROSS VEHICLE WEIGHT NOT TO EXCEED 12,000 lbs !53 kN]. DYNAMIC FORCE NOTTO EXCEED 20,000 lbs [89 kN]. PLEASE NOTE, ·\. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPEClFICATlON FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 {MSHTO M43) STONE". 2. AS AN AL TERNA TE TO PROCTOR TESTING AND FIELD DENSITY MEASUREMENTS ON OPEN GRADED STONE, STORMTECH COMPACllON REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED ANO COMPACTED IN 9" [229 mm] (MAX) LIFTS USING TWO FULL COVERAGES WITH AN APPROPRIATE COMPACTOR lI?) SC-740 MANIFOLD DETAIL _1_:ft_1 -------_-M_A_N_IFOLDS _____ ~_g_, -SC-740 UNDERDRAIN DETAIL EMBEDMEITT STONE SURROUNDING THE -~ CHAMBERS FROM THE FOUNDATION STONE fA' LA YER) TO THE 'C' LAYE:RADCNE. ® FOUNDATION STONE BELOW CHAMBERS FROM A THE SUBGRADE UP TO THE FOOT(BOTTOM)OF THE CHAMBER, CLEAN, CRUSHED, ANGULAR STONE, NOMINAL SIZE OISTRIBIJTION BITWEEN 3/4 · 2 INCH [19 • 51 mm] CLEAN, CRUSHED, ANGULAR STONE, NOMINAL SIZE OISTR1BLITION BET\!\IEEN 3/4 • 2 INCH [19 • 51 mm] 3,357,4,467,5, 56, 57 3, 35, 4,467, 5, 56,57 NO COMPACTION REQUIRED. PLATE COMPACT OR ROLL TO ACHIEVE A 95% STANDARD PROCTOR DENSfTY". 1. ALL DESIGN SPECIFICATIONS FOR STORMTECH SC-740 CHAMBERS SHALL BE !N ACCORDANCE WITH THE STORMTECH DESIGN MANUAL 2. THE INSTALLATION OF STORMTECH SC-740 CHAMBERS SHALL BE IN ACCORDANCE WITH THE LATEST STORMTECH INSTALLATION INSTRUCTIONS 3. THE CONTRACTOR IS ADVISED TO REVIEW AND UNDERSTAND THE INSTALLATION INSTRUCTIONS PRIOR TO BEGINNING SYSTEM INSTALLTION, CALL 1-888-892-2694 OR VISIT WWW.STORMTECH.COM TO RECIEVE A COPY OF THE LA TEST STORMTECH INSTALL T!ON INSTRUCTIONS 4. CHAMBERS SHALL MEET THE DESIGN REQUIREMENTS AND LOAD FACTORS SPECIFIED IN SECTION 12.12 OF THE LA TEST EDITION OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS SC-7 40 NOTES Planning & Engineering EDUARDO CADENA TORRES, PE STORMTECH ACCEPTABLE FILL MATERIALS REVIE\./ED BY: 1'/2/ c J\1 ,:JL. = INSP~CTD~ DATE BENCH MARK ~ CITY OF G:AR13BAD i st1EETS; 1----t----+----------------i----t--,--,-, l_!!_J ENGINEERING DEPARTl'IENT &--'. , 1 ~;:;:;:;:;::;;~7<,,;;=aa:,=;:,;,;;;;,:;:;:=;;;;:;;~;;=,~T<;;;:;::=;.~=~:;;:;;;:;;~;::;.::,=J2i GRADING AND EROSION CONTROL PLANS FOR: CLSB-130 2.5" BRASS DISC SE COR /NI.ET AT THE END OF CURB RETURN AT NE COR OF GRAND AVE AND WASHINGTON ST 2/5/2012 40.910' DATUM; NGVD 29 DATE DATE INITIAL INITIAL ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ARMY & NAVY ACADEMY ATHLETIC FACILITY STORMTECH BASIN DETAILS ENt!iNErnNG MANAGER PE 41204 EXPIRES 3 31 13 DWN BY: CHKD BY: RVWD BY: EC SE e,v-f PROJECT NO. RP 12-13 DRAWING NO. 476-SA UJL813 STRUCTURAL-GENERAL NOTES GENERAL REQUIREMENTS GOVERNING CODE_'. The desig:i and construction of this project 1s governed by the "Californ!a Building Code (CBC)", 2010 Edition, hereafter referred t.o as the CBC, as adopted and modified by the City of San Diego, CA. undl';rstood to be the Authority Having Jurisdiction (AHJ) The following genera! notes are for the project 8.S a whole The building level above the podium will be under a separate permit. REFERENCE STANDARDS: Refer to Chapter 35 of 2010 CBC. Where otherStar:dards are noted in the drawings, use the latest edition of the stBndard unless a specific date is indicated. Reference to a specific seciion in a codedo~s not relieve the contraciorfrorn compliance with Hie entire stm1dard. DEFJN]T_IONS: The following definitions cover the meanings of certain terms used In th8se notes: '"Architect/Engineer·· -The Architect of Record and thB Structural Engineer of Rer:::ord. • "Structural Engineer of Record" (SER) -The structural engineer who is licensed to stamp & .sign the struGtural documents for the project. Tne SER i-s responsible for the design of the Primary Struc- tuml System • "Submit for review" -Submit to the Architect/Engineer for review prior to fabrication or construction • · Per Plan"•-Indicates references to the structural plans, elevations a1;d structur'31 general notes • "Specialty Structural Engineer" (SSE) -A professional engineer· (PE or SE), licensed in the Staie where the project is located, (typically not ihe SER). who perform.::, specialty structural engineering services for selected specialty-engineered elements identified in the Contract Documents, and who has experience and training In the Specialty. Documents $'tamped and signed by the SSE shall be completed by or under the direct supervision of the SSE. _;;PECIFICATIONS· Refer to the project specifications issued as part of the contract documents for infor- mation supplemental to these drawings. OTHER DRAWINGS: Refer to the architectural, mechanicaL electrical, civil and plumbing drawings for addi- tional information including but not l1rnrted to: dimensions, elevations. slopes, door and window openings, non~bearing walls, stairs, finishes drains, waterproofing, railinr3s, elevators, curbs, mechanical unit locations. and other nonstructural items STRUCTURAL DE_T AILS: The structl.fffll draw1 ngs are i ntenc1ed to show the general cha 1·acter and extent of tl·1e project and are not intended to show ail details of the work. STRUCTURAL RESPONSIBILITIES: Th~ structural engineer (SER) is responsible for the strength and sta- bi!ity of the primary struct1..1re in its completed form. COQRDINAT!ON: The Contractor is responsible for coordinating details and accuracy of the work; for con- firming and correlating all quantities and dimensions; for selecting fabrication pro,:%s.es: for techniques of assembly; and forperforrning work in a safe and secure manner. MEANS, METHODS and SAFETY REQUIREMENTS: The contractor is responsible for the means and methods of construction and all job related safety standards such as OSHA and DO.SH (Department of Oc~ cupational Safety and Health). BRACING/SHORING DESIGN ENGINEER: The contractor shall at his discretion employ an SSE. a regis- tered prof€ssional engineer for the design of any temporary bracing and shoring. TEMPORARY SHQRING BRACING· The contractor is responsible for the strengH1 and stability of the struc-• ture during construction and shall provide temporary shoring, bracing and other elements required to rnain- tain stabi!it.y until the structure is completia. It is the contractor's responsibility to be familiar with the work rr:o- quired in rhe cor1sfruction documents and the requiren1ents for executing it properly. NOTE PRIORITIES: Plan and detaii notes arid specifie; loOOing data provided on individual plans and detail drawings .supple!Tlents information in the Structural General Notes. DISCREPANCIES: In case of discrepancies betweian the General Notes, Specifications Pian/details or Ref- erence Standards, the Architect/Engineer shall dei:ermine which shall govern. Discrepancies shall be brought to the attention of the Architect/Engineer before proceeding with the work. Should any discrepancy be found in the Contract Documents, the Contractor will be rJiaerned to r1ave included in the price the most expensive way of comple1irig the work. unless prior to the submission of the price, the Conm:1ctor asks for a decision from the Architect as to w~1ich shall govern. Accordingly, any conflict In or between the Contract Docwnents shall not be a bas:s for adjustment in the Contract Pi-ice. SITE VERIF_ICATION: Tl1e cont.ractor shal! verify all dimensions and conditions at the site Conflicts between the drawings and actua! site conditions shall be brought to the attention of the Arch;tect/Enr~ineer before pro- ceecling witl1 !he work ADJACENT UTILITIES· Tne contractor shall determine the location of all adJacent underground uiilHies prior to earthwork, foundations, shoring, and excavation and prior to drilling holes for piles and tieback anchors. A0y utility information shown on ti1e drawings and details is approximate and not necessarily complete. .8.1,.IT8_NATE_§_: Alternat.e products of similar strengtt"i, nature and form for specified items may be submitted with adequate technical documentation io the Architect/Engineer for reviaw. Alternate materials tr1at are submitted without adequate technical documentation or that significantly deviate from th8 design intent of materials specified may br.:l returned without review. A.lternates that require subsiantia! effort to review will not be reviewed unless authorized by the Owner. DESIGN CRITERIA AND LOADS 9CC\JFANCY Occup:mcy Category of Building per 2010 CBC Table •Jf:i04.5 ::c: I II WIND DESIGN: MAIN WIND FORCE RESISTING SYSTEM Basic Wind Speed MPH 85 Exposure Categor; D Wind Importance lw= 1.0 Internal Pressure Coefficient Cpl= +/-0.18 1--------1--------------------------TopographiG Fac,tor Kzt = 1.0 Wind Analysis procedure used: Method 1 -Simplified Site Classification per CBC Table 16"13.5./ Site Class= C Spectrai Response Acceleration (Short Pe:-'1od) s, = 1.586g Spectral Response Ac1:,eleration ('I-Second Period) S1 = 0.625g Spectral Design Response Coefficient (Short Period) Sos a:: 1.057g I Spectral Design Response Coefficient (1-Second Period) SD1 = 0.541g PAJH S: \DCICAD-S\2012\12051-0054 ARMY NAVY ACADEMY\12051-0054-CS/4.0WG 6/29/2012 11:53 AM SUBMIT FOR.REVIEW: SUBMITTAI __ S of shop drawings, product data and mill tests are required for items noted in the individual materials sections and for bidder designed elements SUE;tOOJ.IJ A!,. REVI_EW PERIO_D: Submittals shall be made in time to provide a rnirrnnum of TVVO WEEKS for review by the Architect/Engineer prior to the onset of fabrication GENERAL CONTRACTOR'$ PRIOR REV!EW: Prior to submission to the Architect/Engineer, the Contractor shall review the submittal for completeness Dimensions and quantities are not reviewed by the SER, and therefore, must be verified by the General Contractor. Contractor shall provide any necessary dimensional details requested by the Detailer and provide the Contractor's review stamp and signature before forwarding to the Architect/Engineer. SHOP DRAWi NG REVIEW· Once the contractor has completecl his review, the SER will review the submittal for general conformance with the design concept and tf-1e contract documents of the building and will stamp the submittal accordingly Markings or comments shall not be construed as relieving the contmctor from compliance with the project plans and spectfications, nor departures there from SHOP DRAWING DEVIATIONS When shop drawings (component design drawings) differ from or add to the requirements of the structural drawings they shall be de.signed and stamped by the responsible SSE. TESTS AND INSPECTIONS j'j.QIICE TO THE APPLIQE>,_NTIOWNER'S AGENT/ARCHITECT OR ENGi.NEER OF RECORD: By using this permitted construction drawings for construction/installation of the work specified herein. You agree to comply with the tBquirements of the City of San Diego special inspections, structural observations, construc- tion material testing and off-site fabrication of building components, contained in tl1e statement of special inspections and as required by the California construct:on codes. NOTICE TO THE CONSTRACTOR/BUILDER/JNSTALLALLERSISUB-CONTRACTOR/OWNER-BUILDER: By using this permitted cons~ruction drawings for construction/installation of the work specified herein, you acknowledge and are aware of the requirements of the City of $an Diego special irispections You agree to comply with the requirernents of the City of San Diego special inspections, structural observations, construc- tion material testing and off--site fabrication of building components, contained in the statement of special inspections and as required by the California construction codes INSPECTIONS: Special Inspections shall be done in accordance the STATEMENT OF SPECIAL INSPEC- TIONS per· 1704 and "1705. Foundations, footings, under slab systems and framing are subject to inspection by the Building Official in accordance with CBC 1 'I0.3. Contractor shall coordinate all required inspections with the Building Official. SPECIAL INSPECTOHS· .Special Inspectors shall be employed by ihe Owner to provide Special Inspec- tions for tile project. Special lnspe~tors shall be qualified persons who are registered with The City of San Diego. WJTICE TO THE AP_pLICANTIOVY.!'J!aRIOWNERS AGENT/A_RCHITECT OR ENGINEER OF RECORD: '"By using this permitted construction drawings for construction/installation of t!1e work specified herein you agree to wrnply with requirements of the City of San Diego for special inspections, structural Obser✓at1ons, construction material test:ng and off-site fabrication of building components contained in the statement of special inspections and, as required by the California construction codes." CONTRACTOR/BIJILDE RS/INSTALLE RJSUB-CONTRACTOR/OWNER-BIJ!I DER· "By using this permitted construction drawings for construction/installation of the work specified herein. you agree to comply with re- quirements of the City of San Diego for special inspections, structural Observations, construction material testing and off-site fabrication of building components contained in the sta!ernent of special inspections and, as required by the California construction codes_" STA_TCh ~-:NT OF SPECIAL INSPECTJONS per 1704 and 1705. Special Inspections and Testing are re- quired by ·1704, 1707 and "1708 for the following: Schedule of Special Inspection ~~otation Usecl ii Table:: Column headers· C Indicates continuou". , ::iection is required P Indicates periodic inspectit., i ,_ i'lre required. The notes and or contract documents s~1ould clarify. Box entries: X Is placed in the appropriate column to denote either "C" continuous or "P" periodic inspections. ~-~ Denotes an a,:tivity that is either a one-time activity or one wt-i.ose frequency is defined in sorne other manner Add:tiona! detail regarding inspections and tests are provided in the project specifications or noies on the drawings Concrete Construction -Per Table 1704.4/ Section 1704.4, including 1. lnspeciion of reinforcing steel C 2 Installation of post-installed adhesive anchor X bolts in Concrete (see also POST INSTALLED ANCHORS TO CONCRETE AND MASONRY section below). 3 Inspect bolts to be in.stalled in concrete prior X to and during placement of concr·ete 4. Verifying use of required desigr1 mix. 5 At time fresh concrete is sampled to fabricate X specimens for strength tests, perform slump and air content tests and determine the temperature of the concrete p X X Reference Table of Mix Design Requirements and Mix Design Notes in "Cast•in-place Concrete" section ()f Structural Genera! Notes. 6 Inspection of concrete and shotcreie X Srlotc.rete use to be determined by contractor placement for proper application techniques during construction --'---+--+--+----------------1 7 Inspection for maintenance of specrfiec! curing temperature and ted1niques. 8. Verification of in-siill concrete strength prior to removal of shores and forms from beams and structural slabs 9 lnspect formworl<: for srtapa, loca'tion, and dimensions of the concrete member being formed 10. Inspection of reinforcing steel and placement. X X X X DCI E r U Y II lf ] E E ~-~ S@ 525 8 STREET• SUITE 750 SAN DIEGO, CALIFORNIA 92101 PHOl'IE: (6"I9):!::l4-05G1 • FAX: (OHl) 234-0582 WEB.SITE· www.dci-e11girieers.com CIVIL/ .S l"Hl.JC:TLJRAJ @ (;pr :gi,l QJj)(i: j 0·,,,,,,0:0 (QO'IO'SC10 ~,. ,~I Riiiits R·as~r\'C;c h< O,o,•""' od L,e -,~, ""'• ,,,-,,,-~,sol"' -,,ad, h '""' ,. ,o ecr. '''"°'' woe,·, ,,.,,,;,s;,n fros, dt~.do '''"''"'" :·c u·,,,,,,1, ·S,,ou,vo ,,, ,;.ei,-,,,s •·•> '"'f'""""' fc•"' ""·'""'''"" '"' ----· ----------------~-~--r--------------7 Reference Table of Required Strength for Masonry Assemblies in "Reinforced Unit Masonry" section of Structural Geneml Notes Masonry Construction -Level 1 Inspections, per Table 1704.5.1/Section 1704.5 (see also section 1708.1 below), including -1. />,t the start of masonry construction verify the following to ensure compliance a Proportions of site-prepared mortar b. Constn.1ct!on of mortar joints. c Location of reinforcement and connectors C p X X X f---------------------------+--+---+-------------------, 2 Verify: a. Size arid loc;:1tion of structural elements. b. Type, size, location, and placement of anchors, including other details of anchorage of masonry to structural members, frames or other construction. c Specified size, grade, placement, and type of reinforcement and connectors d Protection of masonry during cold weather (ternper·ature below 40 degrees F) or hoi weather (temperature _abo11e 90 degrees F) X X X X f---------------------+---+--+--------------·------ e. Installation of post-installed a::lhesive anchor bolts in CMU (see also POST INSIALLED ANCHORS TO CONCRETE AND MASONRY seciion below). 3 Prior to grouting verify the following ~o verify compliance. a Grout spac":: Is clean_ b. Placement of reinforcen1ent and connectors c. Proportions of site-prepared grout d Construction of mortar joints. 4 Verify grout placement to ensure compliance with code and construction document provisions. 5 Observe preparation of required gro1_It spec1rnens, mortar specimens and/or prisms 6 Verify compliance with required inspection provisions of the construction docurnents ancl the approved submittals. X X X X X X X X Properly complete and sign -the Prr:iperty Owner/Contractor agreement form for special inspection, construc- tion materials testing and, structural observation. It must be Sl!bmitted at Permit Services Division prior to issuance of permit The contractor-shall submit a written statement of responsibility fr.>r construction of rtems listed in the state- ment uf special inspections prior to the commencernent of work. The-contractors statement shall contain· i) Acknowledgement of awareness of the special requirements contained in the statement of special inspections. 2) Acknowledgement that control will be exercised to obtain conformance with the constr1.1ctIon docu-- rnents approved by t~1e building official 3) Procedures for exercising control with the contractors organization, the method of frequency of re- porting and distribution of the reports. 4) Identification and qualifications of the person exercising such control and their pos1t1ons in the organ- izatiori. CONTRACTOR RESPONSIBILITY' Prior to issuance of the building permit the Contractor is required to provide the Authority Having Jurisdiction a signed, written acknowledgement of the Contractor's responsibili- ties associated with the above Statement of Special Inspections addressing the requirements listed in CBC Section 1706; Contractor is referred to CBC Chapter '1707.7 and '1707.8 for· architectural and MEP building sysiems ihat may be Sllbject to additional inspections (based on the building's designated Seismic Design Category listed in the CRITERIA), ir1c!uding anchorage of HVAC ductwork containing t"iazardous materials, piping systems and mechanical units containing flammable, combustible or highly toxic materials, electrical eq uiprnerit 1.1sed for emergency or standby power, exterior wall panels and suspend1.;d ceiling systems 0318.13 DATE POST·INSTALLED ANCHORS TO CONCRETE AND MASOMRY: shall comply with CBC Section "1703.4. Inspections :~hall be in accordance with the requirernento set forth in the approved ICC Evaluation Repo"rt and as indicated by the desic~n requirements specrfied on the drawings. Refer to the POST INSTALLED AN- CHORS section of these notes for anchors that are the basis of the design Special inspector shall verify an- chors are as specified in the POST INSTALLED ANCHORS section of these notes or as otherNise spe01ified on the drawings. Substitutions require approval by the SER and require substantiating calculations and cur- r·ent 2010 CBC recognized ICC Evaluation Services (ES) Report. Special lnspectN shall document In their Special Inspection Report compliance with each of the elements required within the applicable 1GC Evalua- tion Services (ES) Report. INSPECTION SUBMITTALS: Special inspection reports shall be provided on a weekly basis Final special inspection reports will be required by each special inspection firm per CBC 1704.1.2 Submit copies of all inspection reports to the Arcr1itect/Engineer and the Authority Having Jurisdiction for review. STRUCTURAL OBSERVATION: Structural Obse1vation shall be provided for structures classifiecl as Seis- mic Design Category D, E and F in accordance with CBC Sec. 1710:L Structural observation will include the items listed below. Contractor shall notify the SER in a timely manner to allqw scheduled Observations to occur. Field (Observation) Repo~s will be distributed to the Architect. the Contracior __ Special Inspector and the Authority Having Jurisdiction The siructur:al observer· shall submit a written statement to lnspec.tion Services a written statement that site visits have been rnade ar.d identifying and reported deficiencies that to the best of the structural observer's knowledge have not been resolved. The structure will not be in compliance until tbe registered professional has notified inspection services. in writing, that all deficiencies are re'3olved This report must be stamped and signed and date1:i by the registered design professional respvns1blefor the structural de.sign. Itemized Elements Requiring Struciural Observation for General Conformance i. Placement of Reinforcing Steel in Concn,::te and CMU Elements lncluding a. Foundations b Walls PR_EFABRICATE;D CONSIRU~TIOI\J All prefabricated construction shall coriforrn to CBC Sec. 1703 SOILS AND FOUNDATIONS F{EFERf;NCF STANDARDS: Conform to CBC Chapter '18 "Soils and Foundations." GEOTECHNICAL REPORT: Recon1mendations contained in "Geotechnical Recommendations, Proposed Athletic Field lmprovBments, Army and Navy Academy Carlsbad, Calrfornia·' by Christian Wheeler Engi- neering July gt~, 20-12. CONTRACTORS RFSPONSIBILIT!ES: Contractor shall be responsible to review the Geotechnical Report and shall follow the recornrnendations specified H1erein including, but not limited to, ~ubgrade preparations. pile installation procedure53, ground vvater management arid steep slope Best Management Practices." GEOTECHNICAL SUBGRP,DE INS.Pt:;.CJ_I_ON: The Geotechnica! Engineer shall inspect all sub-grades and prepared soil bearing surfaces, prior to placement of foundation reinforcing steel and concrete. Geotechnical Engineers shall provide a letter to tt1e owner stating that .soils are adequa~e to support fhe "Allowable Foun- dation Bearing Prassure(s)" shown below DESIGN SOIL VALUl=S Allowable Founcfatio11 Bearing Pressure ..... Passive Lateral Pressure Active Lateral Pressure (Level-unrestrained) Active Lateral Pressure (level-restrained). Seismic Lateral Pressure. Coefficient of Sliding Fridion 2500 PSF 350 PSF/FT 35 PSF/FT 55 PSF/FT 71-t Inverted Triangular distribution PSF 0.35 FOUNDATIONS .and FOOTINGS: Foundations and piles shall bear on competent native soil or compacted structural fill as per the geotechnical report Footings st1all bear not less than 18 indies below lowest a:!ja- cent grade, unless otherwis8 specified by the geotechnical engineer ancl/or the building official. CAST-IN-PLACE CONCRETE REFERENCE STANDAR,DS: Conform to: (1) ACI 301-05 '·Specifications for Structural Concrete". (2) IBC Chapter 19-Concrete, (3) AC! 3'18·08/318R-08 (4) ACI 1 H-10 flFLD REFEB.ENCE. The c0ntracto: shall keep a copy of ACI Field Reference manual, .SP-15, ··standard Specifications for Structural Concrete (A.Cl 301) with -Selected ACI and ASTM References." CONCRETE MIXTURES: Conform to ACI 30·1 Section 4 ··concrete Mixtures. MATERIALS: Conform to AC! 301 Section 4.2.1 "Materials"' for requirements for cementitious materials ag- gregates. mixing waier and admixtures. "l)ECLARATl0N OF R(';,PON$15l..E C.\-\Al<GE." I HEREBY DECLARE THAT I AM T/1£ Et/GINEER. OF ½ORK r()R -SHEET.5 I'-h/7, ,HA, I HA YE: ExE"l,CISED R[:SP 0N31/3lf CliARGf OYER 1HE Cl'SIG11 OF Tl-IE PR.OJ[c;/ '1S CfFINE/J IN SECTION 6703 OF TKf BUSINESS AND PROFESS/CNS CODE. AND 11-11\ l THE DlcSIGN 1-S CON 5l5TfNT W/111 GU RRENT STAN b'o.Rct,. 1 VNC£/ZSTAND 11-IAT Tiff C/fl':CK OF PROJECT DRAWINGS ;\HD SPEOIFIGATfONS CllY OF CARLSBAD oors NOT RELIEVE /1\t, AS /:NG/NEER OF WcRk'., RE8P()'\/'5l131LITIES FOR PROJECT DESIGN FIRM C)('.I ENl;i\"l'EJ".P,~ APcRESS: '5:Z.'5 B ".rt~. ':it~-7~0 cny_ s,11n:.·Sot'\Ol~'f', C.A 92.\0\ 1FLEPHCWf: lP!<\-Z?'\ -0150\ BY: --~b~1'4r-lf \Cr1,.AA-< j'o ... e.s :n: R Ct NO: 5390-f REGl-5TRAflON EXf'lf{ATION .DC\T[: 1-Z..·!,\. \:) BY OF lHE" MY REV!Ev/ED BY, ---:J ,£1 c✓f;/ d ...... n --I • I !NSP;EC7/DR / CITY OF CARLSBAD ENGINEERING DEPARTMENT GRADING AND EROSION CONTROL PLANS FOR: DATE SHEETS 17 ARMY & NAVY ACADEMY ATHLETIC FACILITY &, ADDED S1RUC1URAL SHEET INITIAL DATE INITIAL DATE INITIAL GENERAL STRUCTURAL NOTES FOR RETAINING WALLS APPRO'i~)t}: Gl.i~N ~·/ VAtJ/fE;,f<I /fj/4,, /, 7/tL 1--llt, S-"F-N-IO~R~17c'""1v"'1L~EN~GINEER PE 41204 FXP!RFS .3/31 /13 DWN BY: EC/SE PRO,JECT NO. DRAWING NO. ENGINEER OF WORK REVISION DESCRIPTION ornrn APPROVAL CITY APPROVAL CHKD BY: HL RP 12-13 RVWD BY: WF 476-SA SUBMITTA.LS: Provide all submittals required by ACI 30'1 Section 4:1.2. Submit mix designs for each mix in the table below. Mernber Type/Location Foundations Mi.x Deslan fiote51: TABLE OF MIX DESIGN REQUIREMENTS Strength (psi) 3000 Test Age (days) 28 Maximum Aggregate 1" Maximum VV/C Ratio Air Content (1) W/C Ratio: V\/ater--c:ernentitious rnaterial ratios shall be based on the total weight of cementitious ma- terials. Ratios not shown in the table above are controlled by strength requirements. (2) Cementitious Content: a The use of fly ash, other pozzolans, silica fume, or slag shall conform to AC] 301 Sec-tion 4.2.2.9.a. Maximum amount of fly ash shall be 20% of total cementitious content unless re- viewed and approved otherwise' by SER. b. For cr)ncrete used in elevated floors, portland cement content shall conform io AC:! 301 Section 4.2.2.1. Acceptance of lower cement content is contingent on providing supporting data to the SER for review and acceptance. (3) Air Content: Conform to ACI 30'1 Section 4.2.2.4. Concrete surfaces in contact with the soil require entrained air. Horizontal exterior surfaces require "moderate exposure". Vertical exterior surfaces re- quire "moderate exposure' Tolerance is ±1-½%. Air content shall be measured at point of placement. (4) Slump: Conform to J-\C! 301 Section 4.2.2.2. Slump shall be deterrni11ed at point of placement (5) Shrink.age Limit Concrete used in elevated slabs and beams shall have a shrinkage limit of 0.045% ai 28 days measured in accordanc•.3 with ASTM C157. Submit laboratory test results to SER tor approval prior to construction. (13) Ct1loride Content: Conform to ACI 30'! Section 4.2.2.6 and Table 4.2.2.6 for "Other Reinforced Con- crete Construction." (7) ~~on-chloride accelerator: Non-chloride accelerating admixture rnay be used in concrete slabs placed at ambient temperatures below 50"F at the contractor's option. FORMWORK & RES:.tfQRING: Conform to ACI 30·1 Section 2 "Forrnwork and Form Accessories." Removal of Forrns shall conform to Section 2.3.2 except strength indicated in Section 2.3.2.5 shall be 0.75 f' c. MEASURl~IG. MIXING,_AND_DELIVE;RY: Conform to ACI 30·1 Section 4.3. HANDLING. PLACING. CONSTRUCTING AND CURING: Conform to ACI 30'1 Section 5. In addition, hot weather concreting shall conform to ACI 305. 1 and cold weather· concreting shall conform to ACI 306.1. COI\JCRFTE CURING: Provide curing compounds for concrete as follows: (1) Use membrane curing compounds that are compatible with and will not. affect surfaces to be covered with finish materials applied directly to concrete. (2) Apply curing compounds at a rate equivalent to the rate of application at which curing compound was origina!ly tested for in conformance to the requirements of ASTM C 309 and the man 1facturer's recom- mendations. (3) Apply specified curing t::ompound to concrete slabs as soon as final finishing operation.:: are complete (within 2 hours and after surface water sheen has disappeared), Apply uniformly in cont,, uous opera- tion by power spray or roller in accordance with manufac1urefs direciions. Recoat areas ,. 1bjec!ed lo heavy rainfall within 3 hours after initial application. Maintain contlnuity of coating and repc · damage durin9 curing period. (4) Use curing compound compatible with and applied under direction of system mcmufacturer of protec- tive sealer. (5) Apply two separate coats with first allowed to become tacky before applying second. Direction of se- cond application shall tJe at right angles to direction of first. CONSTRUCTION .JOINTS: Conform to ACI 301 Sections. 2.2.2.5 5.1.2.3a, 5.2.2.1 and 5.3.26. Construe tion joints shall be located and detailed as on the construction drawings. Use of an acceptable adhesive, sur- face retardant, portland cement grout or roughening the surface is not required unless specifically rnted on H1e drawings FMBEDDED ITEMS: Position and secure in place expansion joint material, anchors and other structural and non-str"L1ctural embedded items before placing concrete. Contractor shall refer to mechanical, electrical, piumbing and architectural drawings and coordinate other embedded items .. TESTINC, AND ACCEPTANCE: Testinc.1: Obtain samples and conduct tests in accordance with ACI 301 Section 1.6.4.2. Additional sam- ples may be required to obtain concrete strengths at alternate intervals than shown below. • Cure 4 cylinders for 28-day test age, test ·1 cylinder at 7 days, test 2 cylinders at 28 days, and hold 1 cylinder in reserve for use as the Engineer directs. After 5G days, unless notrfied by the Engineer to the contrary, the reserve cylinder may be discarded without being tested for specimens meeting 28-day strength requirements. • Cure 5 cylinders for 56-day test age. Test one at 7 days, one at 28 days, 2 at 56 days and hold 'I cylinder in reserve for use as the Engineer directs. After 72 days, unless notified by the Engineer to the contrary, the reserve cylinder may be discarded without being tested for specimens meeting 56-ciay strength requirements. Acceptance. Strength is satisfactory when· (1) The averages of all sets of 3 consecuiive tests equal or exceed the specified .strength. (2) No individual test falls belo1N the specified strength by more than 500 psi. A "test" for acceptance is the average strength of the two cylinders tested at the specified test age CONCRETE REINFORCEMENT REFER~NCE STANDARDS: Conform to (1) ACI 301-·05 "Standard Specrfications for Structural ConcrBte", Section 3 "Reinforcement and Rein- forcement Supports." (2) ACI SP-66-04 "ACI Detailing Manual" including ACI 315-99 "Details and Detailing of Concrete F!ein- forcernent." (.3) CRSI MSP-09, zstn Edition, "Manual of Standard Practice." (4) ANSf/A.WS 0·1 .4 "Structural Welding Cocle -Reinforcing Steel." (5) CBC Chapter 19-Concrele. (6) A.Cl 3'13-08. (7) ACI 117-10 PATH 5: \DC/CAD-5\2012\12051--0054 ARMY NAVY ACADEMY\12051-00.54-CS/5.DWG 6/29/2012 n 53 AM SUBMITTALS: Conform to ACI 301 Section 3.1.1 "Submittals. data and drawings." Submit placing clra.wings showing fabrication dimensions and locations for placement of reinforcement and reinforcement supports MATERIALS: Reinforcing Bars .... Weldable Reinforcing Bars Smooth Welded Wire Fabric ..... Deformed Welded Wire Fabric Bar Supports .. ....... ASTfVl A6·1 s, Grade 60 deformed bars. .................... ASlM t\7C6, Grade 60. deformed bars. .... ASTM Al85 .... ASTM A497 Tie Wire ........ . ................... CRSI MSP-2-98, Chaplet 3 "Bar Supports.' ... 16 gage or heavier, black annealed. Stud Rails ...... .. . DECON or Approved Equivalent FABRICATION: Conform to ACI 301, Seciion 3.2.2. "Fabrication", and ACI SP-66 "ACI Detailing Manual." WE1 DING: Bars shall not be welded unless authorized. When authorized, conform to ACI 301, Section 3.2.2.2. "Welding" and provide ASTM A706, grade 60 reinforcement. PLACING: Conform to ACI 30·1. Section 3.3.2 "Placement., Placing tolerances shall conform to Section 3.3.2. -1 "Tolerances." CONCRETE COVER: Conform to the following cover requiremenis from ACI 301, Table 3 3 2 3: Concrete cast against earth. Concrete exposed to earth or weather .... Ties in columns (typical, per plan) .. Ties in columns (noted as sim, per plan) . Ties in beams .. Top Bars in slabs. gate) Bottom Bars in Podium Slab .... gregat.e) Bottom Bars in Parking Slabs. gate) Bars in walls ... 2·· ... 1 '½" (3-Hour Fire Rating with Siliceous Aggregate) . _ ... 2" (4-Hour Fire Rating with Siliceous Aggregate) .. .. .'I-½" (4-Hour Fire Rating with Siliceous Aggregate) .. .... r per plan (4-Hour Fire Rating with Siliceous Aggre- .. ... 1 5/8" per plan (4-Hour Fire Rating with Siliceous Ag- . .... 1" per plan (2-Hour Fire Rating with Siliceous Aggre- .. ,¾" Exterior bars in Tilt-up Panels ............ 1'" SPL.IC_ES. Conform to ACI 301, Section 3.3.2.7. Refer to "Typical Lap Splice and Development Length Schedule" for typical reinforcement splices. Mechanical connections may be used when approved by the SER The splices indicated on individual sheets shall control over the schedule. Refer to '"Column Vertical Reinforcing Splice Schedule·' and "Shear \Nall Reinforcing Splice Schedule" FIELD BENDING: Conform to ACI 301 Section 3.3.2.8. "Field Bending or Straightening ' Bar sizes #3 through #5 may be field bent cold the first time. Other bars require preheating. Do not twist bars. REINFORCED UNIT MASONRY REFERENCE STANDARDS: Conform to· 1) CBC Chapter 2·1 "Masonry.'' 2) ACI 530-08/ASCE 5-08/1MS 402-08 "Building Code Requirements for Masonry Structures." Herein referenced as MS.JC. 3) ACI 530.'l-08/ASCE 6-08/TMS 602-08 "Specifieation for Masonry Structures." Herein referenced as MSJC.1. 4) ACI SP-66 "ACI Detailing Manual" including ACI 315 "Details and De'tailing of Concrete Reinforce- ment'' 5) A~ISI/AVVS D1.4 "Structural Welding Code-Reinforcing Steel." SUBMITTAi S: Conform to fvlSJC.1 Section 1.5. Submit shop drawings for review including: 'I) Masonry reinforcement, size, layout, and grade in accordance with plans 2) Material certificates for 811 Steel Reinforcing, Anchors, Ties and Metal Accessories certifying compli- ance with required strength, grade and A.STM standards. 3} Certification letters for masonry block and grout mix design certifying compliance with required strength and respective ASTIVI standards. 4) Mix Designs for each Grout Mix indicating type and proportions of ingredients in compliance ot Pro- portion Specification 5) Location of expansion and control joints. 6) Product Information, ICC ESR Reports and Material Certifications certifying compliance for all non- pre-approved Post-Installed A.nchors. STRENGTH: Tne assumed compressive strength of the masonry c1ssernblage, f'rn, is 2000 psi based on CBC Section 2·105.2.2.1,2 for concrete masonry MATERIALS. ·1) Concrete Masonrv Units. Conform to ASTM C 90, Type-I (moisture controlled), medium weight (approx. 115 PCF) units. Provide 2800 psi compressive strength to achieve masonry assembly strength indicated above under STRENGTH. 2) Mortar: Conform to ASTM C270. Type S, and CBC Section 2103.8 "Mortar." Proportions may be based on laboratory orfield experience or CBC Table 2103.8(1). 3) Grout: Conform to A.STM C476 and CBC Section 2103.12 Proportion Specifications 4) Reinforcing Bar§: Conform to ASTM A615, Grade 60 deformed bars and CBC Section 2103.1'3.'1 unless noted otherwise. L~p Splices shall be as noted on plans. Fabrication shall be in accordance with MSJC. ·1 Section 2.7. 5) Joint Reinforcement: Conform to AS™ A951 and CBC Section 2103.13.2 6) .Anch_ors Ties and Accessories: Conform to CBC Section 2'103. 13.5 and MSJC. 'I Section 2.40. 7) Water: Shall be clean and potable. 8) Admixtures: Admixtures shall not be used unless approved by SER. 9) Post-Installed Anchors in MASONRY: Reference the POST-INSTALLED A~ICHORS section for ap- plicable Post-Installed Anchors to Masonry. QUALITY ASSURANCE: Conform to CBC Section 2105 "Quality Assurance". 1) Masoniy Units: P.. letter of certrrication from the manufacturer of the units shall be provided to the SER at the time of, or prior to, the delivery of the units to the jobs~e to ensure the units have been tested according to ASH/I C ·140 and comply with the compressive strength specified above and ASTlvl C 90. 2) Mortar: No mortar testing is required. 3) Groq_t: 1--\ letter of certification from the supplier of the grout shall be provided to the SER at the time of. or prior to, delivery of the grout to the jobsite to ensure that the grout complies with ASTf\/1 C 476. DCI !cc n c;; 1 n ""' i,;, R ~® 525 B STREET• SUITE 750 SAN DIEGO, CALIFORNIA 92101 PHONE: (619) 234-0501 • FAX: (619) 234-0582 WEB$1TE: www.dci-0'1gi11eers.uor11 CYVIL / s-R.UCT"LJR.AL ©Ccpy,'91,1 llJ/201.1 D'A,,,c[Q CoC"Versaro re. Al ~i•Jl1ls !!eS<,0ted "hi; •.c~""" ,( "°•• •.!~ "'" c•c '•""',a, ,o,o, ",~ ,<em, -,, ,h0< o· ·, P"I ,i<e"e ,rlc!o, p, .,-.,,,, f,om o·~Tioto ''"""'"~ lea. D';,·ceo ,~,~'"·"" ,~ ,·,c,;,,, '"' ,.,,,.·,ry 'o, '--' ', •. ,.1.,-,,.; ""' DELIVERY. STORAGE AN_Q_HANDLINQ: Delivery, storage and handling of materials used for masonry con- struction shall be per MSJC 1, Section 1. 7. _SPECIAL INSPECTION Special Inspections shall be performed per the ·TESTS t1ND INSPECTIONS" sec- tion of the STRUCTURAL GENERAL NOTES. ANCHORS TIES AND CONNECTORS. Masonry anchors, ties and connectors shall be as specified on structural drawings. Cons1..1lt architectural drawings for masonry anchor ties not included on the structural drawings. EMBEDDED ITEMS: Embedded Items and Accessories shall be in accordance with MSJC Section 1.15.2 and installed in accordance with MSJC.1 Section 3.3E. Position and Secure in place expansion joint materi- al, anchors and other structural and non-structural embedded items before placing grout. Contractor shall refert.o structural, architectural, mechanical, electrical, plumbing, etc. and coordinate all embedded rtems. POST-INSTALi E_D ANCHORS to CONCRETE: Anchor location, type, diameter and ernbedment shall be as indicated on drawings. Reference the POST IMS TALL.ED ANCHORS section for applicable Post-Installed Anchor Adhesives. Anchors shall be installed and inspected in strict accordance with the applicable ICC- Evaluation Service Report (ESR). Special inspection shall bE;; per tfle TESTS ancl INSPECTIONS section. MASONRY REINFORCING STEEL: Masonry reinforcing shall be as noted on plans and shall be securely placed in accordance \Nith CBC Sections 2104.1.1 2106, 2107 and MSJC Section 1.13 . CONSTRUCTION: Masonry shall be constructed in accordance with CBC Section 2'!04 "Construction" and MSJC.1 Part 3 "Execution." COLD AMO HOT WEATHER CONSTRUCTION: Cold and hot weather construction shall be in accordance with CBC Section 2'I04.3 and 2104.4 . BLOCK PATTERN: Use running bond unless note-J For stack bond, follow criteria in i'vlSJC Section 1 11 and use fully grouted hollow open end units, fully grouted hollow units !aid with full head joints, or solid units. G_ROUTED CELLS_: Fill gJJ, cells witt1 grout unless noted otherwise on plans. Minimum grouting spaces and construction sha!I be in accordance with MS.JC Section 1.16 and MSJC.1 Section3.5. G['(OUT POUR HEIGHT: Grout Pour Height shall not exceed height specified in MSJC. 1 Section 3 5C For Grout Pour Heights exceeding 5ft the following shall be met: • Cleanouts shall be provided in accordance with MSJC.1 Section 3.5F at ihe bottom of each cell con- taining reinforcing and at a spacing not to exceed 32 in. o.c. for each C3rout Lift. • Grout Lifts shall not exceed spacing of intermediate reinforced bond beams. • Masonry blocks shall be adequately braced to withstand fluid pressures of Grout Pour GROUT LIFTS: Unless ott1erwise noted, Grout Lifts and pour height shall not exceed 5ft. Grout Ufts exceed- ing 5ft shall be approve:1 by SER. REINFORCING COVER AND CLEARANCE: REQUIREME.f;I_T;,_: Unless otherwise noted: Clear distance between parallel bars (and between adjacent pairs of lap spliced bars) shall be equal to the bar adjacent bar diameter (for bars greater than #8), and not less than: 1) 1" at 8" and smaller block, 2) 2" at 10" block '.J) 3" at 12' block. Clearance (clear space) between the block and the reinforcing shall be: 1) ¼"atfinegrout 2) ½" at course grout. Masonry Cover (including grout and block wall) at masonry face exposed to earth or weather shall be: 1) ·1 1/2" minim urn 2) 2"forbars#6and larger. CONTROL AND FXPANSION JOINTS: Reference Drawings for typical details of Masonry Control and Ex- pansion Joints. Location of control and expansion joints shall be approved by SER. Unless otherwise indi·- c:ated on drawings, install control and expansion joints at the foHowing: (1) Continuous Walls: Vertir.;al joints at the lesser of 2.5 times the wall height 01· 25 feet on center maxi- mum (2) Comers and Intersecting Walls: First vertical joint frorn the corner at lesser of 1.25 times the wall height or ·16 feet. (3) Abrupt changes in wall height and wall thickness, such as adjacent to columns or pilasters.:. TEMPORARY BRACIN_G. Contractor is responsible for all temporary bracing rJf masonry during construction. Reference "CONTRACTOR RESPONSIBILITIES., section for further information and requirements POST-INSTALLED ANCHORS (INTO COf,.!CRETE AND MASONRY] DESIGN STANDARDS: Post-Installed Anchors into concrete for this project are designed in accordance with American Concrete ln- slitute, ACI 318 .. 08. Appendix D Specifications. p_OST-INSTALI_ED ANCHORS: Install only where specifically shown in the details or allowed by SER. All post-Installed anchors types and locations shall be approve:! by the SER and ::.hall have a current ICC- EvaluaUon Service Report that provides relevant design values necessary to ve.lidate the available strength exceeds the required strength. Submit current manufacturer's data and ICC ESR report to SER of for alter- nates and all non pre-approved anchors to SER for approval. Anchors shail be installed in strict accordance to ICC-ESR and manufacturers instructions. Special inspection shall be per the TESTS and INSPECTIONS SE:!ction. Anchor type, diameter and ernbedment shall be as indicated on drawings ;f~, .... · II As BUILT" _/ .-;; .. ,_. REV!EVED BY, ✓A1fc_,1;/ e1l--..,~..__-1N7PE~r□Rl -· _s/3/ ui.1.f __ DATE SHEETS >-----+----+--------------+-----+---+----+--------f I SHlESET I CITY OF CARLS BAD ENGINEERING DEPARTMENT ~~~~~~~~::::;=::::::::====='-===; GRADING AND EROSION CONTROL PLANS FOR: 17 0318.13 _& ADDED STRUCTURAL SHEET DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION ornER APPROVAL CITY APPROVAl ARMY & NAVY ACADEMY ATHLETIC FACILITY GENERAL STRUCTURAL NOTES FOR RETAINING WALLS SENIOR CIVIL ENGINEER PE 41204 EXPIRES 3/.31 /13 DWN BY: EC/SE CHKD BY: HL RVWD BY: WF PROJECT NO. DRAWING NO. RP 12-13 476-SA I I -~.;:, TO MATCH FrG REINF I -----t--· VERT DOWELS TO MATCH ✓-WALL VERT REINF, lYP u; 0.. c3 ~ z. c,,-z ~l::i f-0.. Pffi T/FTG c;: lo.. -L--111-, \ STEEP AS fi11-POSSIBLE~----~-_...... JI I PER PLAN 'I .l~I 1-}+-1 ! i---_1 I-'--' !· 11-c:"JI -c11 IJ 11~ I I '•-FTC REINF I I PER PLAN, lYP 1.5H TO MATCH FTG ~---~ MIN, UNO THICKNESS PER PLAN TYPICAL STEPPED FOOTING 03901 BAR SIZE Ld f'c = 3000psi #3 17 22 #5 28 33 #7 48 55 62 70 78 MISC BARS Splice 23 29 37 43 63 72 81 91 102 TOP BARS (see note #3) Ld Splice 22 29 29 38 36 47 43 56 63 82 72 94 81 106 91 119 101 '132 SCALE: ·¼"=1'-0" HOOKED BARS Ldh 9 1 1 14 17 20 22 25 28 31 -/ 1 \, 1. VALUES FOR UNCOATED REINFORCING AND NORMAL. WEIGHT CONCRcfE WITH CLEAR SPACING > db, CLEAR COVER > db AND MINIMUM STIRRUPS OR TIES THROUGHOUT Ld OR CLEAR SPACING > 2db AND CLEAR COVER > db. 2. DEVELOP ALL REINFORCING IN STRUCTURAL SLABS WITH MINIMUM Dl'VELOPMENT LENGTH Ld. 3. TOP BAR ~ HORIZONTAL BAR WITH MORE THAN 12" OF FRESH CONCRETE BELOW (EXCLUDING WALL HORIZONTAL REiNFORCiNG) OR AS NOTED ON DOCUMENTS 1\S 'TOP BAR". 4. ALL TABULATED VALUES ARE IN INCHES. TYPICAL LAP SPLICE AND DEVELOPMENT LENGTH SCHEDULE 01400M PA7H S, \DCICAD-S\2012\12051--0054 ARMY NAVY ACADEMY\12051-0054-CS/6.DWG 6/29/2012 11,53 AM :,CALE: NONE / i ' 5 I ' .I . ...:-J.._4d OR __ _ ~,, 45• 21/," MIN 90·.-------t----. ~"'r rD ! o, ---:"'\ "-..~_D ______ -=,,UD.J 180" 45· -- D ~ 6d FOR #3 THRIJ #8 D = 8d FOR #9, 10 & 11 ALL REINFORCING EXCEPT COLUMN TIES AND BEAM STIRRUPS 'Di i go· di -- D 0 180' 135' STIRRUP STIRRUP OR TIE D ~ 4d FOR #3, 4 & 5 D = 6d FOR #6, 7 & 8 BEAM OR COLUMN CROSSTIES BEAM STIRRUPS AND COLUMN TIES d ~ BAR DIAMcfER, D = BEND DIAMETER STANDARD HOOKS AND BENDS - BEAM STIRRUPS AND COLUMN TIES 03400 (FOR REVISIONS TO STANDARD HOOKS & BENDS REF TO CURRENT ACI) SCALE: NONE NOTES: REiNF SIZE #4 #5 #7 GflADE 40 GRADE 60 20" 24" 25" 30" 30" 36" 35" 42" 40" 48" 45" 54" 1. DEVELOPMENT AND LAP SPLICE LENG.IHS INDICATED SHALL BE USED UNLESS SPECIFICALLY NOTED ON DRAWINGS. 2. REINFORCING MAY BE CONSIDERED TO BE SPLICED WHEN PLACED IN ADJACENT GROUTED CELLS AND IF THE BARS ARE SPACED NO FARTHER APART THAN 1/5 THE REQUIRED LENGTH INDICATED OR 8". 3. MAXIMUM GROUT LIFT IS 5'··0" lYPICAL. UNO. TYPICAL LAP SPLICE AND DEVELOPMENT LENGTH SCHEDULE FOR STRUCTURAL MASONRY 01402 SCALE: NONE ' ' .... -' 2 I .I " 6 l VERT REINF PER CS2.0 - t JOINT I ------VEFff CONTROL JOINT, OMIT MORTAR. CAULK PER ARCH TERMINATE HORIZ REINF 2" FROM CONTROL JOINTS. EXCEPT AT FLR & ROOF BOND BEAMS / ,, '------PROVIDE (1) 15" LONG SMOOTH DOWEL (SAME SIZE AS HORIZ REINF) ACROSS JOINT. PREVENT BOND BTWN DOWEL & GROUT W/ GREASE OR PLASTIC SLEEVE. CAP ALL. DOWELS TO ALLOW I" OF MOVEMENT. ~'-----PROVIDE CLOSED END BLOCKS AT CONTROL JOINTS, TYP NOTE: CONTROL JOINT LOCATION CRITERI,~ PER GENERAL NOTcS. CONTRACTOR SHALL COORDINATE LOCATION OF JOINl W!TH ARCHITECT AND STRUCTURAL ENGINEER. PLAN • CMU CONTROL JOINT 04001 ¾" CHAMFER AT WALLS NOT IN CONTACT W/ SOIL-· w ::r: w r-a... :::J ~ ;>-CL :z: ,-- en ".J ' SPLICE ~LENGHl~i I lYP i I I ' / • • u.--.--i---·-coRNER REINF • • "_J TO MATCH HORIZ REINF AT CORNERS NOTES: SCALE: 1"~I'-Q" , STD HOOK ALT EA SIDE--..., ----- .Lr=-,----1 CORNER REINF •I. I TO MATCH ~ ~ w , .. CROSS WALL ~ ~ § o... _J :z: ~ HORIZ REINF ~,I'-. . 8, ".J CROSS • j WALL -----..._____ _ __ AT INTERSECTIONS 1 . SPLICE LENGTHS PER LAP SPLICE AND DEVELOPMENT LENGTH SCHEDULE. 2. WALL REINFORCING PER PLAN OR ELEVATIONS, SECTIONS AND DETAILS. 3. AT FOOTINGS AND STEMWAI.LS, CORNER REINFORCING TO MATCH FOOTING AND STEMWALL HORIZONTAL REINFORCiNG. PLAN -TYPICAL CORNER REINFORCING I' 3 ' .I CORNER REINF TO MATCH HORIZ REINF STD HOOK, lYP ['" · -~:;(--CORNER REINF fO MATCH HORIZ WALL I REJ;IF --- 1////// . - /////./ .-. ___ ,.;_,._"!;4-. V . :---'_-, JA·-.(_~··\'. -:_-_; ;_:._-·.·;:·;:_,-:.-.v1. :'._/~ / / CL .. i= 7"7'""7 / / / / /"> / / • I I AlW. F) .. -·---CROSS WALL /;· 1,./ ' / /:>.::_.:,a/ AT CORNERS AT INTERSECTIONS NOTES: 1. LAP LENGTHS PER REINFORCING LAP SPUCE AND D[vELOPMENT LENGTH SCHEDULE FOR CMIJ. 2. WALL REINFORCING PER ELEVATIONS, SECTIONS ANO DETAILS. 3. CORNER REINFORCING AT FOOTING AND STEMWALLS TD MATCH FOOTING AND STEMWALL HORIZONTAL REINFORCING. PLAN · TYPICAL CORNER REINFORCING AT CMU WALLS 04002 , ___ SPLll::E ~I LENGTH SCALE: 1"=1'-0" f-STD HOOK_ / 4 .I I TYP v-CORNER REINF EDGE OF FTG--, ( TO MATCH I IONGIT REINF I I lYP I I ---rCORNER REiNF TO MATCH CRos:; FTC LONG!T REINF t . t,wI t;2 G u.. _J 1:z f'= &i=:1 I _J -.. ------ \ 4 4 " " ,1 ., """·--CROSS FTG " ., ' ,j AT CORNERS AT INTERSECTIONS NOTES: I. SPLICE LENGTHS PER LAP SPLICE ANO DEVELOPMENT LENGTH SCHEDULE. 2. FOOTING REINFORCING PER PLAN OR ELEVATIONS, SECTIONS AND DETAILS. AT CONCRETE WALLS 0 --'-------1 03402 (SINGLE MAT) SCALE: ¾"~1'-0" PLAN -TYPICAL CORNER REINFORCING AT CONCRETE FOOTINGS 03907 ' 3; I " • " SCALE: 14 ~1 ·O I 8 BUILT" "kl ..Jz..c1f? REV!E\,'ED BY, CJ ,,1,1/ t. ,J ,/ I' 1 .. INS9'ECt□ R • "/ • --=- . ---i~--+------------+----+-----t----+---II SH1E6ET I C'ITY 0}' CARLSBAD ~ ENGINEERING DEPARTMFNT 1----+----+-----------------+---+-----+---+---i G=,R=A=o=1=N='G'=AN==D;::::E==R==o==s==1==0N==r=:o==N=='l=::'R==o==1===P=L=AN==s=F=o=R=,=-'===:; SHEETS 17 !55lC>c:r--------------~iij~J ARMY & NAVY ACADEMY ATHLETIC FACILITY "" Ii i ai ! I I "" ~ H 5@ 525 B STREET• SUITE 750 SAN DIEGO. CALIFORNIA 92101 PHON!;;: (619j 234-0501 • FAX. (6·19) 2'.34 058.l WEBSllE: www.dc1-engi11eers.com CIVIL/ STRUCTURAL @ C,,.yri91t UJ/2113 C'1Vn,b Co1Macw, lw •. /. I H-,, ,CS Resci,,J I,,; Joca,·"""'· """ "" '""" a•,O de,,;·,, ,nc, M S< ,,.,~·, , .-c'• " ·;'-.,;;,',(; ~;;::~:·::~,:"':,:::;;;.:; ·;;;' '~~;~',1:~:~·7;;·,:",;,;,,,""~-"' ~!JJ_;,Ll II, PE ·DATE·~' V / 'cl' ~ . ,;. ~\ APP'1h~ Sr Ii. ~( VYMSKI i\~ ,_!0 'f/0.;, ~) 0318.13 & ADDED S'TRUCTIJRAL SHEET ~ ~,..,,.t, !.-,,, ,.....,," S-E-Nl~OC',,~-""c'""1~~;t"-E~N-~l._,NF~~"'~-'PC.,'E,.,,:-.1""~0=4-F-X-PI-RF_S_3/_3_1 /_1_3 -!~~!1 .,~~ J' . . ,~<j-" .,,..i,'6·1 r,A~J 1; wl ! .,, c VJ , , , OWN BY: EC/SE PROJECT NO. DRAWING NO. ~ sr/l!.JC~'"'&';"' DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: HI_ "-1.:0F CAl.l'<,.:d ENGINEER oF woRK REVISION DESCRIPTION ornrn APPROVAL c11y APPROVAi RVWD BY: WF RP 12-13 476-SA ----- -----· I C i...i. :E O') C) 0~ .,, -.J i...i. q, -.J (JI )> " Q I 00 • CMU CAP W/ P!N PER ARCH ,,--8" CMU WALL _,..--#5 @ 32"0C -#5 x J~ @ 32"0C (ALT HOOKS) _,,--(2) #4 IN BOND BEAM AT TOP & BOT / COURSE AND @ 48"oc MAX T/SIDEWALK ~ PER ARCH NOTE: z ::, 1. REF SHEET 14 FOR ADDL DETAILS. 2. PROVIDE 7'-0" TO DAYLIGHT FROM TOP OF FOOTING. (3) #4 T&B CONT EXTERIOR FOOTING AT CMU SCREEN WALL 02306 I I I , I f • I I 1 " I ' '{':RT CONTROL JOINT 1 ,~ PER [02310] -I I " I I • I 0 y1 I C. <\ wO:: I • IO I 0 Gz 1 ~ Vl,-,,::o I FIN GRADE e:i ~ E 1 ., : OR CONC o...o O i "'I I k----~-1, • "' I I PER ARCH/ . -S Ci' " 1, _ CIVIL -' -1 ! " ~:, ~DI~ --_U~' ' " a:: Q w "' a. "" 1/CONC c 'c. _,, I - PER ARCH FILTER FABRIC "~,.( I WALL r!ORIZ REINF PER SCHcD ·L.----WALL VERT REINF (W/ HOOK) PER SCHED _1---PROVIDE FREE-DRAINING MATERIAL PER GEOTECH REPORT ,ct...---CONT FOOTING DRAIN PER ARCH FOOTING TOP REINF (W/ HOOK) PER SCHED ~1 I __ --1°' L.-fA.---.+--,-~_._;.,j/,....1-~ ;,., d 3,,___ 'ij_ -'-1 I J~-FQQTING BOT LONGIT CLR ~CR -REINF PER SCHED TOE 8" HEEL --------------... ' ' ··-FOOTING BOT REINF PER SCHED CANTILEVERED SITE RETAINING WALL AND SCHEDULE 02302M PATHS: \DCICAD-S\2012\12051-0054 ARMY NAVY ACADEMY\12051-0O54--CS'17.DWG 6/29/2012 11:53 AM 1 l T/WALL PER ARCH 8" SOLID 2" CLR 1'-0" ± TYP - ~ 0 V, "' cc • 6: ~ ~~ T/SOIL l=I = i PER ARCH GROUTED ---·---"T cMu--- t-1 I _I I ,~11='=-FILTER FABRIC . . ' =-1 -WALL HORIZ REINF l-=1•--·-~rr--PER SCHED ~ ""~ ;; ~~-! i-_ T7~ WALL VERT REINF ~ - I I==' (W/ HOOK) PER SCHED , ~-,, 1 ,-1-' · PROVIDE FREE-DRAINING -,. ' MATERIAL PER GEOTECH REPORT ~n,---CONT FOOTING DRAIN PER ARCH FOOTING TOP REINF (W/ HOOK) PER SCHED cu:v-FOOTING TOP LONGIT REINF PER SCHED 3.. . ' -11 -I I 1" -. FOOTING BOT LONGIT curr---- 1 . CLR REINF PER SCHED -l_ TO_E __ ~_ls _ HEEL _ _ , , '-..._ FOOTING BOT REINF PER SCHED CANTILEVERED SITE RETAINING/PLANTER WALL 02302M RETAINING WALL/ FOOTING SCHEDULE WALL/ WALL FOOTING WALL REINFORCEMENT FOOTING REINFORCEMENT SIZES f--- TOE HEEL 4'--0' 1:11---6" 1'-6" 5'-o" C " ?-0" 6'-o" o'-6" 2-6" 7'-0" 1 '-o" 3-0" 8'-0" 1'-0" 3-9" NOTE: 1. REF SHEET 14 FOR ADDL DETAILS. tf 12" 12" , ·12" 12" 14" 2, PROVIDE 7'-0" TO DAYLIGHT FROM TOP OF FOOTING. VERTICA.L 8" #4@ 16"0C #4@ 16"0C #4 @ 16"0C #S @ 16"0C #5 @ 12"oc HORIZONTAL TOP/ BOTTOM/ 8" TOP LONGITUDINAL LONGITUDINAL #4@ 16"0C #5 @ 16"0C (2) #4 (2) #4 #4@ 16"0C #5 @ 16"0C (3) #4 (3) #4 #4 @ 16"0C #5 @ 16"0C (3) #4 (3) #4 #4@ 16"0C #6@ 16"0C (4) #4 (4) #4 #4@ 16"0C #5 @ 12"oc (5) #5 (5) #5 SCALE: NTS DCI . ~ n ,-I n E (~ A 5@ ;.;;; 525 B STREET• SUITE 750 SAN DIEGO, CALIFORNIA 92101 PHONE: (61!:l) 2:l4-050'1 • f'AX: (619) 234 0582 WEBSITE: W\"/W.dCi•engineers.corn CIVIL/ SIR.UC l"LJR.AL 3 s RETAINING WALL/ FOOTING SCHEDULE WALL/ WALL FOOTING SIZES H TOE HEEL tf 2'-9" Q'-8" o'-8" 12" 4'-0" 1' -2" 1 '-2'' 12" 4-8" 1'-5" 1 '-5" 12" NOTE: 1. REF SHEET 14 FOR ADDL DETAILS. 2. PROVIDE 7'-0" TO DAYLIGHT FROM TOP OF FOOTING. alt 'Jj t',. ' WALL REINFORCEMENT VERTICAL HORiZONTAL 8" 8" #4 @ 32"0C (2) #4 @ 32"0C #5 @ 32"0C (2) #4 @ 32"0C #5 @ 2.4"oc (2) #4 @ 32"0C fd~r:fESSf0n"'" (s, <;i 9g. 'i }OfV~ t <:, '\ I J. .• -f .):'>;' .J' ct"> \ i ':? i-:::-j\ i(i ~S OJ SJ) ~~ -*/ . FOOTING REINFORCEMENT TOP TOP/ BOTIOM/ BOTTOM LONGITUDINAL LONGITUDINAL #4 @ 16"0C (2) #4 (2) #4 #4 @ 16" oc #4 @ 16"0C (3) #4 (.3) #4 #4 @ 16" QC' #4 @ 16"0[; (3) #4 (3) #4 #4 @ 16" oc SCALE: NTS 2 0318.13 & ADDED SlRUC'I\JRAL SHEET DATE INITIAL 3_JJ_'1} ~ s1fdnll-~#:/ '.i;i Co·,yr"ghl 03/2013 D'Arriclu Cun,e•sora Ir-,. ,, Riy ,,_, Pe,-,,,cc lf OF CAU '',,/ REVISION DESCRIPTION ,,-, ""'"'"ot, "" ·J,o 1/oc, me Jo,);,o "·"1 ,,: ,~'"""'·In''"" u --HARRYLJDNES TT, PE DATF EMGIMEER OF WORK ;,~,;'; ~~-:'.::~~:'~,".:-:~~: ~-~n,;;:;:,~·'.,';",~\,~'.rtt,,.,,ec ,,,. ~-. -------- tA."'J ,:,.-"fl:, ,i(tb 1/W/6 (!Jl)f DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAi l ~ II ,6., s BUILT" , ,., .,. ' " _.ii~ ,1/3 /w1/'J RCE "'.''-f')o7 EXP, rz/y/,_o/!il DAT[ RE9;Jr :~/ di-TIRIJ? !N0PECTOR / ~-~--v I ;., ,-------.--V .DATE' . I SHl]/ I E:ITY OF CARLSBAD SHEETS 17 ENG!NEERTNG DEPARTMENT GRADING AND EROSION CONTROL PLANS FOR: ARMY & NAVY ACADEMY ATHLETIC FACILITY RETAINING WALL SECTIONS AND FOOTING SI-ICEDULE APP~1l: o/N-K1 Vi'l)t;KI . '.L, . va... -. ~h~/23 SENIOR CIVIL ENGINEER PF 41204 EXPIRES 3/31/13 'DATE DWN BY: EC/SE PROJECT NO. DRAWING NO. CHKD BY: HL RP 12-13 476-SA RVWD BY: WF 7 0 I->-::e """ Ci) O.s:,. "Tl """ .... 0) """ ~