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HomeMy WebLinkAboutDWG 481-1A; CT 04-14A; TRAILS END DEVELOPMENT; 01-08>. 0 ,. GRADING NOTES (IN ADD/110N TO THE REQUIREMENTS OF CHAPTER 11.06 OF THE CARLSBAD MUNICIPAL CODE.) 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORllON OF THE CARLSBAD MUNICIPAL CODE, RESOLUllON OF CONDlnONAL APPROVAL. CITY STANDARDS OR OTHER ADDlnDNAL DOCUMENTS USTED HEREON AS THEY MAY PERTAIN TD THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS VIHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENG/NEER-OF- WORK FROM RESPONSIBILITY FOR THE CORRECllON OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCllON. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FDR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE. A CERllFICA 1E OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADD/110NAL INSURED ON THE PERMITTIT'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF UABIUTY. THE INSURANCE COMPANY 1',R/nNG THE POLICY MUST HAVE A RATING OF "A· AND A SIZE CA 1EGDRY OF CLASS V AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE. 5. UNLESS EXEMPTED BY SECllON 301.(b)5 OF THE UNIFORM BUILDING CODE, RETAINING WALLS OUTSIDE OF PUBUC RIGHT OF WAY REQUIRE SEPARATE PERMITS FROM THE BUILDING DEPARTMENT. 6. NO WORK SHALL BE COMMENCED UNnL ALL PERMITS HA VE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIA 1E AGENCIES. 7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VAUD GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, N01ED WITHIN THE REVISION BLOCK, ON THE APPROPRIA 1E SHEET OF THE PLANS AND THE nTLE SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEJNG SIGNED BY THE CITY ENGINEER. 10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDmONs BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAJNTAJNED TO THE PROJECT S/1£ AT ALL llMES DURING CONSTRUCllON. 12. VIHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACllON CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA 1E OF CAUFORNIA. PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DA Y.5 OF THE CDMPLEllDN OF FIELD JESTS. 13. A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICAllON REGARDING ADHERENCE TO RECOMMENDATIONS OU1UNED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROl.1.ED GRADING SHALL BE DONE UNDER THE DIRECllON OF A PROFESSIONAL ENGINEER OF THE STA1E OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD PF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICAllONS AND THE • EARTHWORK SPECIFICAllONS • ATTACHED TO THE PREUMINARY SOILS INl'ESllGA nON. DAILY FIELD COMPACnON REPORTS WILL 8£ SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRFCONSIBUCTION MEETING SHAU Bf HEID AT 11-/E Sllf PRIOR TO 11-/E BEGINNING OF WORK AND SHAil BF AUfNQFD RY All RFPRFSfNTADVFS RESPONSIBLE FOR CONSTRUCnON, /NSPECnON, SUPERVISION, 1ESllNG AND ALL OTHER ASPECTS OF 11-/E WORK, THE CONTRACTOR SHALL REQUEST A PRECONSTRUCllON MEEllNG BY CAWNG THE INSPECllON LINE AT (760) 438-3891 AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCllON. THE CONTRACTOR WILL THEN BE CDNTAC1ED BY THE PROJECT INSPECTOR TO CDDRDINA 1E A DA 1E AND llME FOR THE PRECONSTRUCllON MEEllNG. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEE71NG. 15. All INSPEC110N RFC/UES15 011-iER 11-/AN FOR PRECONSTRIJCTION MEETING 11111 BE MADE RY CAJ/ ING llif ENGfNFFRING ?4=HQJJR tNSPFGllON RfOlJFST UN£ AT (679) 4.38 3891 INSPEC110N RFOUEST MUSI BE RECEIVED PRIOR TO 2· QO PM ON THE DAY BEFORE THE INSPEC710N IS NEEDED. INSPEC710NS I\ILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AF1ER 2: 00 P.M. WILL BE SCHEDULED FDR TWO FULL WORK DAYS LA 1ER. 16. THE OWNER AND/OR APPLICANT THROUGH THE D£1'£LOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES. INCLUDING SHORING, AND SHALL BE Sot.ELY RESPONSIBLE FDR CONFORMING TO ALL LOCAL, STA1E AND FEDERAL SAFETY AND HEALTH STANDARDS, LAltS AND REGULA710NS. 17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SEC710N 6705 BY SUBMlmNG A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING DR OTHER PROVISIONS TO 8£ MADE OF WORKER PROJECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCA VA nON OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPRDl'£D BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVA 710N. IF 11-iE Pl AN VARIES FROM THE SHORING SYSJfl/ STANDARDS ESTABLISHED BY THE CONSTRUC710N SAFETY ORDERS, 71TLE B CAUFORNIA ADMINISTRA DVE CODE, 11-fE PLAN SHALL BE PREPARED BY A RfG(SlfREQ ENGINEER AT 11-fE CON7RACTORS EXPENSE A COPY OF THE OSHA EXCAVAllON PERMIT MUST 8£ SUBMITTED TO THE INSPECTOR PRIOR TD EXCA VA TIDN. 18. NO BLAS71NG SHALL BE PERFORMED UN71L A VAUD BLASllNG PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPUCA 710N FOR BLAS71NG P£RMIT IE1. IN ADVANCE OF THE SCHEDULING OF BLAS71NG OPERA llONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES AR£ DISCOVERED I\ITHIN ANY WORK AREA DURING CONSTRUC710N, OPERA 710NS WILL CEASE /Ml,/£D/Afil Y AND THE PERM/TT££ WILL N071FY THE CITY ENGINEER. OPERA nONs WILL NOT RESTART UN71L TH£ PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM TH£ CITY ENGINEER TO DO SD. 2D. ALL OPERA llONS CONDUCTED ON THE Sl1E OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUC710N EQUIPMENT AND ANY OTHER ASSDCIA 1£0 GRADING EQUIPMENT SHALL 8£ UM/TED TO THE PERIOD BETVEEN 7:00 A.I.I. AND SUNSET EACH DAY. MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERA 710NS SHALL BE CONDUC1ED ON WEEKENDS OR HOL/DA Y5. (A LIST OF CITY HOLIDA Y.5 IS AVAILABLE AT THE ENGINEERING DEPARTMENT CDUN1ER.) 21. ALL OFF-Sl1E HAUL RDU1ES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FDR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 22. IMPORT MA 1ERIAL SHALL BE OBTAINED FROM, AND WAS1E MA 1ERIAL SHALL BE DEPOSITED AT, A S11£ APPROVED BY THE CITY ENGINEER. THE CQNIBACTQR SHALL 8£ RESPONSIBLE FOR ANY Q[BRIS OR DAMAGE OCCURRING ALONG 1HE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERA 710N. 23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE TD BE REMOVED UNLESS SPECIF/CALLY N01ED ON THE PLAN. 24. ALL AREAS SHALL BE GRADED TO DRAJN. GRADING RESUL llNG IN THE PONDING OF WA 1ER IS NOT PERMIT1ED. ALL EARTHEN SWALES AND DITCHES SHALL HA I'£ A MINIMUM ONE PERCENT SLOPE. 25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY THE CITY ENGINEER OR AS DIRECTED BY THE PRO.£CT INSPECTOR. 26. ALL S/..OPES SHALL 8£ TRIMMED TO A RN/SH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SECTION. THE SITE SHALL 8£ LfFT IN A NEAT ANO ORDERLY CONDlnON. ALL STONES. ROOTS DR OTHER DEBRIS SHALL 8£ REl./01'£0 AND DISPOSED OF AT A Sl1E APPROVfD OF BY THE CITY ENGINEER. 27. ALL SLOP£S SHALL BE /RR/GA TED, STABILIZ£D, PLAN1ED AND/OR HWROSEEDED WITHIN 1EN (10) DAYS OF THE llME l'rf-lEN EACH S/..OPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 28. LANDSCAPING SHALL 8£ ACCOMPUSHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO. ____ , AND/OR AS DIREC1ED BY THE CITY £NG/NEER OR PLANNING DIRECTOR. 29. THE OWNER/APPUCANT SHALL INSURE IHA T ALL CONTRACTORS SHALL CDORDINA 1E THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND /RR/GA TION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FDR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL 711./E REQUIREMENTS. GRADING NOTES (CONTINUED) JO. VIHERE AN EX/SllNG PIPE UNE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERA 710N, IT SHALL BE REMOVED WITHIN TYIENTY FEET OF BUILDING OR STREET AR£AS AND REPLACED WITH PROPERLY COMPAC1ED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED 111TH CONCR£1E OR REMOVED AS APPROVED BY THE CITY ENGINEER. 31. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXIS71NG FACIUllES ( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT Sl1E sumCIENTL y AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCA llONS AR£ IN CONFUCT 111TH THE PROPOSED WORK. 32. THE CONTRACTOR SHALL N071FY AFFEC1ED UTIUTY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARllNG GRADING NEAR THEIR FACIUTIES AND SHALL CODRDINA1E THE WORK WITH A COMPANY REPRESENTA71VE. UNDERGROUND SERVICE ALERT SDG&:E AT&:T 71ME WARNER CABLE COX COMMUN/CA 710NS CITY OF CARLSBAD(STREETS &: STORM DRAJN) 'OTY OF CARLSBAD(SEWER, WA 1ER k RECI..AIMED WA 1ER) J.J. PERMIT COMPLIANCE REQU/RfMENTS: (8D0)422-41:33 (800)660-7343 (800)892-0123 (76!438-7741 (760 806-9809 (760 434--2980 (760 438-2722 A. FOR CONTROl.1.ED GRADING -THE APPUCANT HIR£S A CIVIL ENG/NE£R, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE 1ECHNICAL ADVICE. OBSERI'£ AND CONTROL THE WORK IN PROGRESS {11.06.170(8)/ CARLSBAD MUNICIPAL COO£. 8. PRIOR TO FINAL ApPRQVAL OF A GRADING PERMIT -THE FOl.1.0WING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER 1-!A THE PROJECT INSPECTOR {11.06.19D(B)J CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA 71NG ALL GRADING IS COMPLETE. ALL EROSION CONTROL, S/..OPE PLANllNG AND /RR/GA 710N ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPUANCE LETTER FROM CITY ENGINEERING DEPARTMENT). (2) AS-BUILT GRADING PLAN. ( 3) REPORT FROM THE SOILS ENGINEER, VII-I/CH INCLUDES RECOMMENDED SOIL BEARING CAPAClnES, A STA1EMENT AS TO THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF FIELD AND LABORATORY JESTS. THE REPORT SHALL ALSO INCLUDE A STA1EMENT BY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE REQUIR£MENTS AND RECOMMENDATIONS OU1UNED IN THE PRELIMINARY SOILS Rf PORT AND ANY SUPPLEMENTS THERETO. (4) REPORT 111TH AS-BUILT GEOt.OG/C PLAN, IF REQUIRED BY THE CITY. 34. UNLESS A GRADING PERMIT FOR THIS PRO.£CT IS ISSUED WITHIN ONE (1) YEAR AF1ER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCH£CK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. 35. THE SOILS REPORTS PREPARED BY GEOSO/LS INC. DATED ,XJNE 21, 2016, ,XJNE 6, 2016, MARCH 20, 2014 AND NOVEMBER 27, 2013 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE 111TH THE RECOAIMENDA nONs AND SPEC/FICA TIONS CONTAINED IN SAID SOLS REPORTS. 36. "PRIOR TO ISSUANCE OF A CERnFICA 1E OF OCCUPANCY FOR ANY OF THE BUILDINGS ON THIS PROJECT, EXTERIOR UGH71NG IN COMPLIANCE 111TH CONDlnON /28 OF PLANNING COMMISSION R£SOLU710N NO. 6305, SHALL BE APPROVfD, PERMITTED AND INSTALLED•. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECJ..ARf THAT I AM THE ENGINEER OF 111'.JRK FOR THIS PROJECT, THAT I HA I'£ EXERCISED RESPONSIBLE CHARGE 01'£R THE DESIGN OF 1H£ PROJECT AS DEFINED IN SEC710N 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT 1111H CURR£NT STANDARDS. I UNDERSTAND THAT THE CHECK OF PRO.£CT DRAI\INGS AND SPECIFICA710NS BY THE CITY OF CARLSBAD DOES NOT REUEVE ME, AS ENGINEER OF 111'.JRK, OF MY RESPONSIBILl71ES FOR PROJECT DESIGN. -~ESSi ~~~A.~~~ FIRM: MASSON AND ASSOC/A TES ADDRESS: 200 £, WASHINGTON A VE CITY, STA 1£: ESCONDIDO CA 92025 TELEPHONE: (760) 741 J570 BRUCE TAJT R.C.E. ND.: ~ REGISTRA710N EXPIRAllON DA1E: 12,/3112018 SOILS ENGINEER'S CERTIFICATE ~C, ,;.\~ .!2<!:----<,) Ill _. ~ \;;! No. C032247 E.J * Exp. 12/31/18 * ~/-,-C/V\'-~'<- " 0,:-~,~ I. DAVID W. SKEUEY; A REGISTERED CIVIL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DONG BUSINESS IN THE FIELD OF APPUED SOLS MECHANICS. HEREBY CERllFY THAT A SAMPLING AND STUDY OF 1HE SOL CONDlnONS PREVALENT Wl1HIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECnON BETWEEN THE DA TES OF NOVEMBER 27, 201:3 AND JUNE 21, 2016. TWO COP/£S OF THE SOILS REPORT COMPILED~ THIS~• GS/ RECOAIMENDA 710NS. HAS BEEN SUBMITTED TO OFF/CJ; J}F ENG I NEER. SIGNED: _ vV .:"___________ ~<)'~ . P.E.-NO,, __ o/1-'-'-~B-=-S-4-7 ______ _ ~ -1.'Q ·8~~~ , & "'"' -'-\I oAJE, :, •.• ,411A f , -z., "':''r g,! No. ACE 41857 !! L/CfNS,f EXP/RA 710N DA 7E: ., ' -~1=-z..+/2=5,.__,f~t~f-~--* Exp. 11-/ a1/1:,. * " r 7 <P~,,.~ 00,..flJ~ . .., 0 TIFICATE I ( WE ) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL GRADING ACllVITY AND ADVISE ON TT-if COMPACTION AND STABIUTY OF THIS S/7E. IF THIS PROJECT/DEVELOPMENT IS SUBJECT TO A STATE- REGULA JED SWPPP, I (WE) ALSO AGREE A QUALIFIED SWPPP PRAC71710NER (QSP) HAS BEEN OR WILL BE RETAINED TO SUPERVISE IMPLEMENTATION OF THE SWPPP IN ACCORDANCE WITH TT-if CALIFORNIA CONSTRUCTION ORDER AND MUN /PAL PERMIT, LA 7E T RS/ON. D V/Tn, TRUSTEE OF THE PEV FAMILY REVOCABLE TRUST BENCH MARK PT. NO. 129 NAME: BM-DC 155 NGVIJ 29 ELEV=26.56, STAMPING DC 155. s ,~ I DATE DESCRIPnON: MONUMENT IS IN 1H£ NOR1HWEST CORNER OF THE .£HERSON STREET BRIDGE OVER BUENA VISTA LAGOON, 0.1 Ml NORTH OF MARRON RD., 2FT ~T OF CURB AND 1 lFT. SOUTH OF THE NORTH END OF BRIDGE WALL. SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOl\l'I ON THESE PLANS WAS GENERA 1£0 BY AERIAi TOPOGRAPHY MfTHODS FROM INFORMA 710N GATHERED IN, JUNE 2003 BY EDWARDS E BOHRER INC. TOPOGRAPHY SHOWN HEREON CONFORMS TO NA 710NAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER 156-090-41-00, 1HE CAUFalNIA COORDINATE INDEX OF THIS PROJECT IS: 366-1665 LEGAL DESCRIPTION A PORllON OF LOT 7 OF SEC710N 32, TOM/SHIP 11 SOUTH, RANGE 4 llf"ST, SAN BERNARDINO MERIDIAN, IN 1HE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA. REFERENCE PLANS DWG-366-5 TRAILS END THE CITY OF CARLSBAD, CALIFORNIA ' ).' -"""' fo--" REFERENCE MAP SCALE 1• = 50' f «• PUBUC UTILITY AND ACCfSS E(SEMENT 15• 5.5' . I WORK TO BE DONE _ THE GRADING 111'.JRK SHALL CONSIST {)F THfc CONSTRUC710N OF ALL CUIS AND FILLS. REMEDIAL GRADING, DRAINAGE FACLl71ES. EROSION CONTROL FACIU71£S. ANO, PLANnNG OF PfRMANENT LANDSCAPING AND PREPARA 710N OF AS-BUILT GRADING PLANS. AS-BUILT GEOLOGIC MAPS AND REPORTS, Ali AS SHOVII DR REQUIRED ON 1HIS SET OF l'tANS AND THE CITY STAND/RDS, SPECIF/CA 710NS, REQU/RfMENTS, RF,;S0/..UnONs AND ORDINANCES Cl1[0 ON THESE PLANS. THE IMPROl'£MENT WORK SHALL BE PERFORMEB IN ACCORDANCE WITH THE FOLLOI\ING DOCUMENTS, CURRENT AT THE 711£ OF CONSTRUC710N, ,IS DIRECTED BY 1H£ CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE-. 2. CITY OF CARLSBAD STANDARDS . : 3. THIS SET OF PLANS 4. RESOLU710N NO. 60J,3 6037 DA TED: OJ 01 2006 RESOLUnON NO. 6J2i DATED: 09-19-2007 RESOLUnON ND. 6452-6151 DA 1E:D: 08 20 2008 5. THE STANDARD SPEC/FICA 710NI, FOR PUBUC lll)IKS CONSTRUC710N (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDA.TIONS BY GEQSOILS INC 7. THE SAN DIEGO AREA REGIONAL STANDARD iJRAI\INGS AND AS MAY BE MOD/RfD BY THE CITY OF CARLSBAD STMDARDS. 8. STORM WA 1ER POl.1.UllON PREl'EN710N I SW 73-433 PLAN PREPARED BY MASSON AND ASSOCIA 1ES, INC. DA TED 02/17 WDID NO. 9 37C379438 9. STORM WATER QUAUTY MANAGEMENT PLAN I SWQMP 16-23 PREPARED BY MASSON AND ASSOCIATES INC. DA1ED 03/37/77 10. CALIFORNIA STORM WATER QUAUTY ASSOC/A nDN Bl.IP CONSTRUCnON HANDBOOK DESCRIPTION DWG.NO. SYMBOL QUANTITY BOUNDARY UN£ EXIS71NG GROUND CONTOURS (2 FT. IN1E:RVALS) PROPOSED CONTOURS NEW DIREC710N OF SURFACE FLOW NEW SPOT ELEVA llON £X/S71NG SPOT ELEVA 710N PROPOSED PR/VA TE PVC STORM DRAJN -SIZE PER PLAN-DETAIL CCM-1, SHT 3 PERFa/A 1[0 PVC -SIZE PfR PLAN CUT OFF WALL PfR SDRSD 0-72 I\ING WALL PER SDRSD D-34 NEW RIP RAP ENERGY DISS/PA TOR (nff 1) SDRSD 0-40 18• PVC STOOi.i DRAJN 12• PVC STORM DRAJN LOT UNE/ R.O. W. UNE ROAD CENTER UN£ EASEMENT UNE EXIS71NG WATER MAIN £X/S71NG GAS EXIS71NG SEIIE"R MAIN £X/S71NG FIRE HYDRANT NEW SE'fER LATERAL AND CLEANOUT (PER DWG. 481-1) NEW WA/ER LATERAL (PER DWG. 481-1) NEW 8•-PUBUC WMER MAIN (PfR OIIC. 481-1) NEW B•i PUBUC SEO (PfR DWG. 481-1) NEW GRADING S/..OPE . .- NEW BROWI!,;,,,~ • • .~5 (nff D) •--.. r;;;c__-~ME fSEE SVA,IP &, b'd'l95€A"E Pb'J.IS) ~ BACK FLOW PREVfNIER (SEWER) NEW PUBUC FIRE HYDRANT ASSEMBLY £X/S71NG STREET UGHT NEW STREET UGHT (PR/VA TE) -- --220-----~--R2IJ-' - ~ 2J.12 FG '420.Z SD -----SD-----SD- --j)---SD--- )========= ~ -----w----- --GAS--GAS-- ----S ----- [XX] ---SL ---oCO ---WI. ----I~ s 5 ➔------------00 ..... ~ 1,25 LF 2 EA 1 EA 6 CY 73 LF 16 LF 163 LF 5 EA 2 EA LOT 17 ... • __ 10_5• -------14.oo· I 14.00' -----. r-· 5 5• J SIDEWALK GRASS 28' CONCRETE ORIAC/AB PAl'£MENT I , . .1,.1,.t,_..,......._...._ LOT 15 g 3 £A 38 EA NEW 6"CURB k GUTTER (SDRSD G-2) ABBREVIATIONS AC APN BF CL CL CY EG ESMT EX FF FG FL FS HP ASPHALT CONCRETE ASSESSOR PARCEL NUMBER SE'M:R BACKFLOW DEVICE FOR INDICATED D'M:LUNGS CENTERLINE QASS CUBIC YARDS EDGE OF GUTTER EASEMENT EXISTING FINISH FLOOR FINISH GROUND FLOWLINE FINISH SURFACE HIGH POINT CITY OF OCEANSIDE 7B PACIFIC OCEAN -A-~ - NEW 6• CURB k GUTTER (SDRSD G-2) PROPOSED PCC OR AC/AB PAl'£MENT PER •R• VALUE JESTS AND SOILS ENGINEER'S RECOMMENDA 710N (SEE SHT. 2 FOR LOCATION OF PCC AND AC/AB SECTION A-A THROUGH PRIVATE TRAIIB LANE SCALE 1" = 6' INVERT ELEVATION LOW POINT REINFORCED CONCRETE PIPE RIGHT OF WAY STATION STANDARD TOP OF BERM TOP OF GRATE TOP OF CURB TOP OF FOOTING • FOR SIDEWALK &: STAIR DESIGN ON LOTS 1-14, SEE ARCH/1f[;TURAL AND /OR LANDSCAPE PLANS. /:,,. Gj,; SHEEfuiil',~OF THESE l'tANS FOR WALL DESIGN. SEE FINAL ~ 11EC NS AND LANDSCAP£ ARCHITECTURAL PLAN, (481-1L) FOR ARCHITECTURAL DESIGN AND FINISH OF ALL RETAINING AND SITE WALLS. **ACTUAL THICKNESS TO BE D£1ERMINED IN FIELD PER •R• VAL\f TEST AND SOILS ENGINEERS RfCOMMENDA llONS. NEW 12•x12• AREA DRAIN NEW 35•,35• CJ.£ANOUT NEW CATCH BASIN TYPE G-1, SDRSD D-8 NEW 15' PRECAST t.lOOULAR POLYESTER POLYMER CONCRE1F "POL YCAST 400• /RENCH DRAJN OR SIMILAR (3" PVC DRAIN O 2% MIN FRCM EACH 1R AIN NEW CONCRETE BLOCK RETAINING W. *SEE NOTE BELOW) NEW STAJR RAIL (SEE DETAIL SHT. 3) "Oil. 1<..1;:fs;roNi oJ Au-, NEW GUARD RAJL (SEE DETAIL SHT. 3) ,r.; NEW SOUND WALL ( SEE LANDSCAPE l'tANS FOR DETAILS) NEW ROLLED CURB AND GUTTER NEW CURB AND GUT1ER NEW DR11£WAY APRON NEW 3' WIDE RIBBON GUTTER NEW MIN. 8• PCC PAVING W/ROUGH BROOM FINISH FOR GRAD£S OVER 10%. * * NEW CONCRETE SIDEWALK SDRSD G-4A TYPE •B• SDRSD G-2 nP£ •G• SDRSD G-148 SDRSD G-13 (W=3') SDRSD G-18 SDRSO G-7 &: G-8 f2--------IOJ!J /!CJ NEW MIN. 4• A.C./4. CL 2 AGG. BASE PAVING** • • ·■ • • • -e--e-----0- A @] □ I 2 EA 1 EA jQS lF 9:JJO SF 1,140 SF B5LF ;49 LF I08 SF 37 LF 5,6!0 S.F. 2,552 S.F. • 7,8!0 S.F. IE LP RCP R/W STA STO TB TG TC TF TP TW TYP TOP OF PIPE TOP OF WALL l'tl'ICAL f\Oi!Ef<.,-D'AMA\20 R.c.EJI 8if>~ e~P-5(,,jw NEW GRASSCRE1E: PAVfRS OR EQUAL 1gogogogogogogogogo1 t,\A½o N I Assoe. I f-4<;. J,BJO S.F. 2,7JO S.F. 2co E.. WA6"t>'"iToi-l A"E-, ,;o,1t 7.00 NEW PERMEABLE PAl'£RS -ORCO PAVINGSTONES, AQUABRIC TYP 4 f+E6L,S/:,Et,L,CLf:6L/:,EbL,q-_/j ESc.otJDtPO,CA'l "':w~z~Sr='._l.~«:=~~:'.'.:=:.__----;;;;~;:;;;;;;P~ER~l,/:.,EAB;;;;;!.E;;;;-P;;:A~VER~S;;:-;;;:;M;;:A::CHi/N~E;:l;:NS:--T.:;ALl.:::;P;;-A__:l__:IE__:R__:N__:al....:__:A.:._PP.:._R__:O:..._VfD=._.::_EQU::.:.:_A__:L. __ 7 NOT TO SCALE CITY OF VISTA (7l,o)°T'l/. "3S?O 1 Pb of 8/1~ It~ I Hc/?c.8f ,IS~uME RES"P•~ISL.E G>IAK<:.B FOR. 051<,,> , C1-<1,ts4<S5 TOTI\!'> PIIAw\P6, SHEET INDEX: SHEET 1 -COVER SHEET/N01ES SHEET 2 -GRADING PLAN SHEET 3 -DET AJLS SHEET 4 -BIORE1EN710N BASIN DETAILS SHEET 5 -SETBACK &: LOT AREA PLANS -1l~ @f~J;J:Bd'ftk~~1'~1NIN'W#¼) :::..-----\<.i ~N M~RCOS EARTHWORK QUANTITIES CUT=7,000 CY, FILL=24,000 CY CY, IMPORT=22,000 CY REMEDIAL; 12 000 CY Planning a Engineering a Surveying Solved. STRUCTURAL (POST-CONSTRUCTION) BllP TABLE STORM WA 7ER REQU/REMEN TS THAT APPLY: □ STANDARD STORIAWA1ER REQUIREMENTS C8) PRIORITY PROJECi REQUIREMENTS TYPE DESCRil'TION 011NERSHIP BIOF/L TRA nON TC-J2 HOA EXEMPT FROM HYDROMOD/FICA TION? C8] YES (SEE .SWAIP FOR DOCUMENTA noN) □ NO KMNTENANCE AGREEMENT SHEET NO. 2 IWNTENANCE FREQUENCY MONTHLY RCE 8/lo9i "AS BU IL f" 1-/~/1.o ' EXP. 3/31 I 1.D i ) DAlE SHEETS CITY OF ENCINITAS 200 E. Washington Ave .. Suite 200 Escondido. CA 92025 VICII\ITY MAP MASSON & ASSOCIATES. INC. 0. 760.741.3570 F. 760.741.1786 www.masson-assoc.com ENGINEER OF Y«JRK , ' ) ) ) ) I l ) • i l ) ' i I ' ' i I .. • \ ~ 103119 , ~ I I I ouo6 rn I Cl ~ ... Cl .i:,. • co ) ... ' ... ,. □ :ti J::, :!:: . 2 Gl 2 C s: CD m :n □ ::0 J::, ~ 2 Gl 2 C s: Ol m ll □ ::0 J::, :!:: 2 Gl 2 C s: CD m II □ ::0 J::, :i: 2 G) 2 C s: CD m ll PRIVATE ORAi AGE DITOi AND STIJRMORAIN PE {h?) J"• PJ 25' O.C. AT BROW DITOi J"f PVC OJTLET PIPE 11 2 ' O.C. AT ~-....r OTTOM OF BROW lllTOi (T'fl')) W/ RI~ RAP ENERGY Dl~PATIJR; J'W X 5~X 12"T NO. J BACKI 0'<£R FILTER FABRI (T'fl') PER SOR 0-40 EROSION ~ND SLOPE\ PRO CTION (PRIVATELY MAI AIIEll) (T'fl'.) PROPOsEI) 15'·""<:C--JI SEWER EA ENT §' M § 'x 8.50' 2• SRl:151 l[B RQGI( Q\Ol FlllER FA0Rl6 PER SBRSB B ♦B PROPOSED PUBLIC ?E'M:R EASEMENT SHEET 4 BLOWUP lRAllON & AREA GARAGE PAD= \?. 217.47 D ,~ 218.14 ,.. ,; ENT '~./ 7.74 /2_ GAR 7.07 ,; 1:, PAD ,~... 215. OT 9 ,,.. FT-216. 14 \,.- ASOIENT -195.74 ------------... ~----EX!-DRAJNAG&'../"'9 EARTH SWALE '- ~T AGREEIIEN"r PER PR 15-07 FDR S.D. & PA'<£RS M=1 7 T=1 ~ IE IN=186.5C) .., '-I EXIST. MH J5 1v. , 15' PROPOSED SE'M;R EASEMENT EXIST. 1'2' PUBLIC SEWER E:o\~T ID MAP 7682 ~ IE 184.81 /--'-'s.c "' ; ~NECT TO NEW ;;i If/ 8'1 STU~ ~ ,'-A "-~ ¥(' ~ PA..,NG AROJND WATER METERS, AT THE FOJR LOCATIONS SHOWN, SHALL MATOi AOJACEN T SIDEWALK PA \1NG. ENT PER FM 04-141\ <{s, ? 1 < d FT=254 64 ~ GARAGE BASEMENT \'$. PAD= FF=234.24 ,;,.253._!7.,. 'AD-2JJ.57 ~ GARA Pl.AH) _....--:.u, PAD .,.LOT 2 ~ 2nd fTs252.64 BASOIENT FT=2J2.24 PAD-231.57 1st FT=2J1. 70 PAD-231.0J 2nd FT=241.90 Pl.AH 2 --LOT 4 1st FT-229. PAD= NOTE: EXIST. 6"f PVC STIJRMORAIN PIPE y ~-~;s t • . I"-"' "" . ~ " ,-====1. ' -.. -~ SECOND r;=I FLOOR a 'GARAGE ' SECOND ~ FLOOR L!,jARAGE . I I SEE Pl.AN~FDREe='::.==;l I CONNECTION (SEI Pl.AN \1EW) POINT T'fl'. PLAN 1 11 GARAGE llil FIFST 11 FLOOR ! GARAGE IT FIFST 49.4' 220 - PLAN 1-ELEV A TION SCALE: HORIZ. 1' = 2ri, 'tERT. 1' = 2ri GARAGE .J 2ll: 25' 56?9 I 8129 11525 PRCTECT BAS£MENT WAIL. SEE SHEET 2 FOIi SlalM DRAN CONNECT ~T. 56' PLAN 2-ELEV A TION SCALE: HORIZ. 1" = 20', WIT. 1' = 2(/ FINISH GRADE EXIST. BACK U '-' SIDEWAU< ~ i' ""· ~ FLOOR ""'i ,. "x_SEE Pt.AN F~2=,1-1 __ _, RETAINING WALL TO BE STRUCTURAL ENGINEERS RECOMMENDATIONS SEE SHEETS 6 & 7 TW PER Pl.AN PROPOSED INLET Y/£"7✓,-1/\ ~~ ~ f'>,f/,?(A "~ RIP RAP ENERGY llSSIPATOR, :fW X 5'L X 12"T NO. J BAOONG O'tER FILTER F A8RIC (rn>) BROW DITCH DETAIL 1 NOT TO SCALE CONNECTION POINT T'fl'. (SEE PLAN \1EW) PLAN 2 BASEMENT DRAIN DETAIL TYP. FDR BACK DRAIN DETAILS REFERENCE GEOSOILS, INC. SOLS REPORT DA TIED MAROi !D, 1014. RET AIMING WALL TO BE STRUCnJRAL ENGINEERS RECOMMEND/\ TIONS SEE SHEETS 6 & 7 TW PER Pl.AN FG PER Pl.AN PROPOSED c.o. 20.50' PROPOSED PVC PIPE ISIZE AND GRAD£ PER PLAN) ~IST. CURB & JR EXIST. 8" PVC FG PER Pl.AN 6.oo'MAX ,>. .1 *WALL BACKDRAINS PER AL TERNA Tl'IE A,B DR C FROM GEOSOILS, INC. 12/11/13 REPORT (SEE SHT. J), SEE PROPOSED PVC _._ PIPE (SIZE AND ====---~::::....::tc=~S. GRADE PER PLAN) BACKFILL PIPE TRENOi WITH 2-3 SACK SLURRY. ALSO "BACKDRAIN \1EW' ON SHEET 3. SECTION A -A NOT TO SCALE [ FRONT OF FOOTING TIGHT LINE TEE CMU RE AlMENT CONRO BIO-FILTRATION BASIN PER PLANS As o. e/1'l./•"t I H~e,y Assur-llf Rcs~oi>s ,Bu; c:.MllGiEA'<>~ C~E,s -i'o j>IIS t>IUIWll>C, AN I 4362 ff. WALL BMP TABLE 0'1,N IP HOMEOYiNERS ASSOCIATION 230 ,p __ PER PLANS ------~-:r ---------r:------- - - - -Ro&EIZl D'At-W!D l',c£ 81_,'\9 f,P -------,->.ASl';oll ~ f>r,sc<,. ,.,c ?>/s,/w ------------,. PERF PVC I I I GRAVEL WRAPPED (1lo0 ) 141 · 1>5•• G PER PLANS IN FILTER FABRIC '-'-../"--<......J<.~ SLEEVE BACK OF FOOTING BACK FILL TRENOi r----2-3 SACK SLURRY c.o. BACKDRAIN CONNECTION PLAN VIEW NOT TO SCALE PA'<£RS & PA'<£R SECTION AND SUB-DRAIN SEE SHEET 3 DETAIL COM-1 FROM IJRCO SECTION B -B NOT TO SCALE STORM DRAIN LEG ... ~D 12· TC PER PLANS FL PER PLANS D-27 :r co~ 1 • 4• PVC O 2% MIN. 220 SD THROUGH WALL DETAIL 12· NOT TO SCALE FDR EXAMPlE: SW CJ LOTS 1 & 2 Planning .a. Engineering .a. Surveying Solved. 200 E. Woshingto, Ave .. Suite 200 MASSON co1dido. CA 92025 0 . 760.741.3570 F. 760.741.1786 & ASSOC I ATES , INC. www.mosson-assoc.com "AS /1-4 BUil f" - RCE $/{,'fq DATE SCAl.f: 1 • = 20' G) 4• PVC O 2% MIN 60 (D 4• PVC O 5% MIN 0 8° PVC O 3% MIN 0 20 40 GR2016-00J5 i\illP 0+-07 / PIJD 0+-12/ SCE 0+-14{A)/ CO 08-07 (DSTAIR RAIL SEE SHEET 3 -STAIR/GUARD RAIL DETAILS 1, 2 AND 3 Al) GUARD RAIL SEE SHEET 3 FDR-GUARD RAIL DETAIL AND f -STAIR/GUARD RAIL DETAILS 1, 2 AND J. 1. DEEPENED FOOTINGS WILL BE REQUIRED IN ORDER TO MAINTAIN THE REQUIRED SETBACK FROM rACE OF SLOPES AS REQUIRED IN THE GEOTECHNICAL REPORT. DATE INITIAL Q)GUARD RAIL DETAIL SEE SHEET 3, 12" DIAMETER X 18" DEEP CONCRETE FOOTING. M 2. TRENCH DRAINS VAirr IN DEPTH FROM 6° TO 12• DEPENDING ON MANUFACTURER,IIOOEL & INVERT SLOPE. ENGINEER ~ WORK REVISION DESCRIPTION OATE INITIAL OATE INITIAL OTHER APPROVAL OTY APPROVAL • . , .. , • ;:; C l] § 2 G) 2 C s: tJl m l] I .__ __ __, 082817 ! C ·§ l] ~ C ~ • 2 z G) ~ 2 i~ C s: '. I;: tJl 'z m m l] J> • os 1,zzo ! 0 l~ D § ; '" ' 2 ' . G) az ;~ 2 i~ C s: : ;: tJl 'z m ifl l] ~ 103119 080618 C, ..J Rc ::E ~· !i ,--., N c:,~ a•· I 0 > ,. ..:= I ... Ot :"" ' Ot ..,..., > I ' -· ~-: ... 2 '" ,. i . -' ~ " , JJ ' I" ;O l', ~ ~ -------------- ( ORCO AQUA-BRIC PERMEABLE INTERLOCKING PAVERS Sh4ltl9,4RB GQHHERGIAL PAfll<.<NG L9Tl-8RltVEH'1'\l' LOABh¥06 AQUA-BRIC INSTALLATION r(}R REQY!Rii/J WAJ:i'.R 1}6-,:1i,1t!-,:.<c,.1t,t . STRUCTURAL SECTION PER TECHNICAL MEMORANDUM BY GEOSOILS, INC. DATED SEPT. 19, 2019 JQINf Nm KltDIJUDI W•1NWWIIWIKAC1Vl(fl} flf£N4RNJU mxc l'fR NII. I~ ~IQNI. s>.W.W.AQUWICM~ IW'WIMHO TfOHf XNNfl MOIJUCIN'IIJlAn:itll'AISlliCII.O ..,.,.,.,"",......__....lCl.WI "'°"11¥1,.~lV~1fU4Jr.JUJtf """"""""""..,,,,..,. ,,,,__ tlf'l,WWW,C,lltlCTIJRlD OffH-IIWIG noJa l'flC MT, NO. , 11£~1. stt JIIUTl'J-4 F<M ""'1t«JaJi{flf'IIONJ ml I -- ---- -m -, ,-, SUBGRADE COMPACTED TO 95, STANDARD INSTALLATION WITH CONCRETE CURB EDGE RESTRAINT K)UNIJ«wanfGllMJtlOJ,I 'Nll4Mi1111 lfJl'NIPK/rfOM ,.,. TYPICAL INSTALLATION WITH CONCRETE r;RADE IJl!AM ORCO PAVINGSTONES T CAL INSTALLATION WITH ONCF/ETE DRAJNA(lE SWALE/CUR SHEET NO. COM-I 4545 RUT/LE ST. RIVERSIDE, CA. 92509 PH. NO. (951) 685-8498 (95/) 685-5974 FAX AQUA-BRIC COMM. DRIVEWAY (1) Waterproofing membrane (optional)-- structural footing or aettlement-aensflive improvement -· •·· · · Provide surtace drainage via engineered V-dilch (see clvU plan details) CMU or reinforced-concrete wall __ l __ ~-;~,.,.~ ' ·-· 1 -... . (5) Weep hole- Proposed grade sloped to drain Native backflH per precise civi drawings , \\'I_\'< ~0\Y-'>:-'\.\.-\'.-0'x:--~, _,,\ \' {'(\:,.,;,eY;-\ \A\{. Footing and waB design by others_,..,; ---1:1 (tw) or flatter backcut to be properly benched ·····-···· -(6) 1 cubic fool of ¾-inch crushed rock ' ,, . '-----(7) Fooling (1) Walerproofing membrane (opllonaJJ, Liquid boot or approved mastic equivalent (2) Drak> Mlradraln 6000 or .J·drain ~00 or equivalent for non-waterproofed walm Miradrain 6200 or J-draln 200 or equivalent for waterproofed wale (al perlorallons down). (;)) Filter fabrfco Mlrall 140N or approved equivalent place fabric flap behind core. (4) Pipe, 4-inch-diameter perforated PvC, Schedule 40, or approved alternative with minimum of 1 percent g-acient to proper outlet point (perforalione down). (5) Weep hole, Mlnimlm 2-inch diameter placed al 20-foot centere along the wall and placed 3 Inches above Jinished surface. Dealgn civil engineer to provide drainage al toe of wall No weep holes for below-gade walla. (6) Grave~ Clean, crushed, ¾ to 1½ Inch. (7) Footing: tt bench ia created behind the foolrlg greater than the toollng width, uae level lit or cul nalural earth materials An addilional "heel" drain will likely be required by geotechnical consullanl RETAINING WALL DETAIL -ALTERNATIVE B Dvtall 2 • ' • RCO AQUA-BRIC PERMEABLE INTERLOCK/NG PAVER STANDARD CONSTRUCTION DETAILS FOR SLOPING SITES - . CONCRETE GRADE BEAM OPTION. ~CONOISIGR.Wtl£WJ .traw..,,.,.,,,.INRllV.W7'1 -\ lflJMN(llMTl/11/WM ti'IWNiNO TO lONUTKJIOJCJN OI'~ 1tJWENJUrAW1KlllMUlr. -- JOll«AJIII "®ld.t.Dt Z-TOrlrlJN. MJrwtllllt -..,,,,,,,_ OffJHIWd tTNffRMTH--,"\. IJD. 61 INf6MQW/EltlNlS. /,fl"• -W' l&U10'/JIAC7l/M) o,&t i:'."-WM!D fl~ ltlf NO, I iet;XltRUfEJm. o«O:SfONt MJMM.AQl,k,IIIUC:l..ua wY!l'f'IWi011Glff JOllfl1 ,.,,,,,,,,,.c-, .W--.ff"""4RIB11RAC1VUD tJt'fN-1/W}B) lfTOHII nR Ml,r-, NO. ' llfQWiBCll1J. CWKR4111~ WI (I) t.t IAR!I lfJH. • ltWJ IOTJOH Ai IHOWH • 'fl DIWl'S ff8J;~1HJNIL TO, 10 HAtcll PA'ffNNf SLCll'I IIWDUCI' l,,HO,W'OUJ' .u Jl£CJrlllJ IMMIJll#MIII. 1V I01'Ut.lC.1Wl'I 61.0l'f! VA/iJfl W111' ,ffiL. T'tff!. JIIH "1SI' J TO J 1'11.(. RHIR TO ,OU.I a/l'JR'fl RfCf1t1HSIM.nDNtJ • PERF. PIPE GRADE BEAM ONLY) SEE P ON SHT. 2 ION OF CONCRETE GRADE BEA/1 ON GROUND ORCO PAVINGSTONES 4545 RUT/LE ST. RIVERSIDE, CA. 92509 PH. NO. (951) 685-8498 (95/) 685-5974 FAX AQUA-BRIC DETAILS (1) Waterproofing membrane ---, CM\J or reinforced-concrete wall - ·, ··- (5) Weep hole H [Proposed grad-;\ sloped to drain per precise civil drawioo~ k!::"l;,cs -s;-f'i.$5.-;:-\'~~-'~1~\;,; structural footing or setllemenl-aensilive Improvement ·--Provide I.IIJ!iace drainage \ . 2:~-s·c---~, -: ---~..---,--· · • ~""!--. . . ' . . . _ <-~~~ sr~~Ef ~ t~vei ____ · __ ~ ' ,: . . . . .. . . . . . . . • "'---~. ' ~ \ .y '. ''>,,.' • ·v, . >·., .. _ . ,;)<' (8) Native bacKfiK ., . / . · ✓,'\ -.__ (6) Clean ,· <" , . , . eand backfiU . . ~\ \ ·---... ,. · ·',· ; ····-·-·-1'1 (lw) or flatter "":Z':· · _✓,v . backcut to be ,,~J" · . , ,, '· · ·· (3) Filter fabric properly benched ... Fooling and wait design by others ✓--+-----1-;', '-(2) Gravel Heel ·~.,. I,_ "''"--'-Ylld11,---i ·, ..•. (4) Pipe "-· · (7) Fooling (t) Walerprooling membrane, Liquid boot or approved maaticequivalenl. (2) Grave~ Clean, crushed, ¾ lo LY:, inch. (3) Fdter fabric, Mrafi 140N or approved equlvalenl (4) Pipe, 4-lnch--<iarneler perforated PvC, Schedule 40, or approved alternalive with minimuin of I percent gradient to proper outlet point (perloraUons down). (5) Weep hole, Minimum 2-lnch diameter placed al 20-lool cenlere along the wall and placed 3 incheo above finished aurfo.ce. Deelgn civil engineer lo provide aalnage al toe of wall No weep holes for below-grade wala. (6) Clean sand backf~, Musi have sand equlvalenl value (S.E) of 35 or greater. can be denflifled by water jelllng upon approval by geotechnlcal engineer. (7) Footing, H bench is crealed behind lhe tooling greater than the foollng width, use level fill or cut natural earth materials. An additions! "heel" drain wll ikely be required by geotechnical consUllanl (8) Na1lve backlit H El <21 and 8E. l35 lhen al sand requirernenle also may not be required and will be reviewed by the geolechnical consultant RETAINING WALL DETAIL -ALTERNATIVE C ' ORCO PAVINGSTONES GENERAL NOTES FOR STRUCTURAL DESIGN OF RESIDENTIAL COMMERCIAL PERMEABLE INTERLOCKING PAVER INSTALLATI STRU URAL BASE SECTION REQUIREMENTS BASED ON SUBGRAJ)E SOILS TYPES. SAi/DY SILT SILTY WID r PLUS SUB--BASE DEPTH FOR C SOIL Tri'/! CLAYIS/J..T ,UN111R $JIJIJ)Y SILT SILTY $AND 6ANDY DEPTH REQD. /2' 4• FIRE ACCESS ROADS. BOIL TYi'/! CLAY/SILT ,,.,,.,,.. SAi/DY Dll'TH Rl!OD, /6' 6' 6' NOTE: THE PROJECT SOILS. NG/NEER SHOULD BE COi/SUL AS TO SOILS TYPE ANJ TO APPROVE fflE BASH C. URSE/SUB-BASE DEPTHS FOR THE TENDED SITE LOADIN,S. ORCO PAVINGSTONES 4545 RUT/LE ST. RIVERSIDE, CA. 92509 PH. NO. (95/) 685-8498 (95/) 685-5974 FAX STRUCTURAL G NOTES 2 1/'L' X 5• X 1/4" lHK. SlL PLA1E W/ (2) 1/4' N 4• LAG BOLTS (TtPICAL) ~ . , 1 1/2" DIA GALV STEEL PIPE RAIL TYP. 114• ---.. "" -, 'r--'r--------'--:-'---' ,;:, /.,_,,, ~====~ i;:::::::1,-1-1/2' N SlL PIPE I 112' 2 1/2' X 6' X 1/4" lHK. Sll. PLA1E W/ (2) 1/4" N X 2 1/'L' LAG BOLTS GUARD RAIL TOP RAIL 2' N S1L PIPE 'IERT. AT 6'-0" O.C. MAX. x----1 1/'L' N Sll. INT. RAIL (TYPICAL) -,-.....--1.,...1.,..,4 ..... --r-<..TYP. NOTE: GRIND ALL WELD JOINTS SMOOlH N.T.S. SUPPORT- POST WELD JOINTS AND GRIND SMOOlH lll 1'1' EXTENSION FROM SUPPORT MAY BE AT 90" Ofl 1 Bo" IO HANDRAIL IN DIRECTION OF TRA 'IEL STAIR/GUARD RAIL-DETAIL 2 EXTENSIONS N,T.S. (1) Waterproofing membrane --, Structural footing or settlement-sensitive improvement - · · Provide surface drainage via an · engineered V-ortch (see civil plane for details) CMUor reinforced-concrefe .. \ wall ~~ •. (tFv) alo~e : .. , .• , ·. • . • . ....-< > Slope· or'"revei . · 7..J . i - tt2' lnchfJa .. Proposed gra:e t . sloped lo drain 'F-'---:.< . -,.:..,.;., ~ "--,----'-.:..:..,-7·.,,.;, . [. . : . : ~ •. ,• \'< .. _. . 1/\ . · :··'-(2) Gravel ✓ ,•.· .· .. ·✓-.Y- per precise civil drawings (5) Weep hole ----- /4~~~~~ Fooling and wall /Lffl!."1i!j//..:..:.....:.· ·'-''t· design by olhere--4,-- ~--'··" (1) Walerprooling membrane. (2) Gravel Clean, crushed. ¾ lo l½ inch : .· -~\ Native backfll M (h:v) or flaller backcul !o bE properly benched ..._ (6) Footing (3) Filler fabric: Miran •f4oN or approved equivalent (4) PIP"' 4-inch-dlameler perforated PVC, Schedule 40, or approved alternative will minimum of 1 percent gracienl sloped to suitable, approved outlet poinl (perforations dow1J. (5) Weep hole< Minimum 2-lnch diameler placed al 20-foot centers along the wall and placed 3 Inches above 1fnl8hed surface. Deelgn civU engineer lo provide drainage at lot ot wall No weep holes for below-grade Walle. (6) foolilg ~ bench ia created behind the toollng greater lhan the 1ooling Width, ure level fW or cul nalural earth materials. An additional "heel" drain w~ lil:ely be re<llired by geolectinical consul!anl \\ELD JOINTS AND - GRIND SMOOlH 1 1/2" DIA GALV STEEL PIPE RAIL RETAINING WALL DETAIL -ALTERNATIVE A 1't' STAIR/GUARD RAIL-DETAIL 3 Detail 1 CONNECTIONS N,T,$. Planning A Engineering A Surveying Solved. 200 E. Washfrgton Ave .. Suite 200 E,condldo, CA 92025 0. 760.741.3570 '14:LD JOINTS AND GRIND SMOOTH '?-' D -1 A D AMARO, R.C.E.# 81699, EXP. 3 31 20 MASSON F. 760.741.1786 www.mosson-assoc.com 1 1/'L' DIA GALV. -1-~"'~STEEL PIPE RAIL "' z :,: {g ..J z ~; ~ EXTENSION FROM SUPPORT MAY BE AT 90" OR 180" TO HANDRAIL IN DIRECTION OF TRA 'IEL STAIR/GUARD RAIL-DETAIL 1 EXTENSIONS N.T.S. SSON & ASSOC., INC. 0" o/ 0 Q:: No. C081699 xp. 03/31/ 200 E. WASHINGTON AVE., SUITE 200 ESCONDIDO, CA 92025 (760) 741-357D .......___,,'-...---''-...---'____., C/VI OF C~ ( AS OF 8/19/19, I HEREBY ASSUME RESPONSIBLE CHARGE FOR DESIGN CHANGES TO THIS DRAWING '----"'----"'----"'----"'-----"' 8/19/19 RD 3 CHANGE ENGINEER OF WORK SEO P[RV. PAVER & BASIN DETAILS SHEET 3 & 4 D llJ..fMNI tJs DA 1E IN111AL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DA 1E INITIAL OTHER N'PROVAI. CITY APPROVAL & ASSOCIATES. INC. REVIEWED. B · IN PECTOR CT 04-14/ZC 04-10 APPROVED: "AS BULT" .. -1:helw EXP. _k/l!._/4£_ . DA TE _ zl-ziw20 ""f-LfJA TE SC1 04-1-l(A)/ CD 08-07 JASON S. GELDERJ V 4•Z,fl,Z01 t RCE 63912 EXPIRES 9 30 18 DATE B: CHKD BY: Se. RYWD BY: UP.. PROJECT NO. CT04-14A DRAWING NO. 481-1A i i 1 ' ' ., ' w 0 ... (IQ □ :0 ~ 2 Ci) 2 C: s: CJ m :r, ~ i 2 Ci) 2 C: s: CJ m :0 □ :x, i 2 C'l 2 C: s: CJ m l:l □ l:l ci ~- G') ~ .,., 2 ~ C: ' s: .... l> CJ m II --'-_j_ ._---------------_--·-----------------------------------------------------------------------------------------·' ' ' I I ) 18" SANDY LOAM 50% SAND 20% MULCH 30% SELECT FILL TOP Of GRATE FG OF BIOfll lRA llON BASIN PER PLAN " ma_,_,;rr- NA ll'lt, DROUGHT TOLERANT SPECIES PER LANDSCAPE ARCHITECT RECOMMEND A llONS PERFORATED UNDERDRAJN PIPE PRO';lDE MINIMUM 0.5X GRADE 1-t:,;:.!...!7'\ LOWER ORIACE DIMENSIONS PER -ID-I I OUll.ET CONlRCl SlRUCTURE OET All AT RIGHT _ -ID -r~i~ j"-BROOKS BOX / I 12" GRAVEL STORAGE LAYER (\ --rr-rn::¢= ::;;,.!:,,.._ 1 ~:'J'D \ / ------~-"'--N,, IE-PER PLAN \J ...... -....... -'-----PROPOSED STORM DRAIN PIPE SIZE PER PLAN I SI.OPE BOTTOM OF BIO-FILlRAllOO BASIN TO PERFORATED PIPEI TYP. BIOFIL TRA TION FACILITY SCHEMA TIC OJ C) BASIN ODEL 242~ (S E DETAl7THIS SHE[!' TG=192$ IE=188'50 1 1 BFUS SE SPILLWAYISECTION THIS SHEET (JJ I (_JI 3.5' WIDE Y 1' DEEP E RGENCY S~ILLWAY 19 _5 TW F -193.8 186.1 FG CUTOF WALL PER SDR D SP-07 (NO AC A VEMENT) -,.__ ill R D AMARO, R.C.E,# 81699, EXP. 3 31 20 SSON & ASSOC., INC. 200 E. WASHINGTON AVE., SUITE 200 ESCONDIDO, CA 92025 (760) 741-3570 J'-,-/~ --- • , -- N.T.S. ::SOCM (1!,.7•> 16.1 CM (8.&-) •5CM (!I.a•) t SPECIFICATIONS UNIT SIZE-50 CM X 50 CMX 2,5 CM (20' X20' X 1') AVALABLE IN 9 STAAOARD ROLL SIZES UNIT WEIGfT • 510 GP.AMS (18 OZ.) OR2.0KG (4.5 POIJIDS) STRfNOTH -402 KG'CM 1(5720 PSI) Cot.OR-IH.ACK (STAADAPD) RESIN· HDPE (WITH SOME POST·CONSl..lwlER RECYctEO CONTENT) ADJACEITT GRASSPA'-1£2 ~S ~-SEE Erl.ARGEMENT BELOW HYOROGROW MIX BELQW RNO SUPPLIED FREE 8Y MANUFACTUW\ -RINGS FUED WITH CONCR::lE SAND (CLEAN, SHARP SAN>) ~Iii> 95,. MODlflEO PROCTOR DfNSrrY ~ •• -CQMPACTEO SANOYCRAVEL ROAD BASE • (DEPTH QF BASE CQl.f\SE TO BE DETEPJ.INED BY QN..SITE ENQNEER) == =_= =_= =-= =-=---COMPACTED ....,..,,,,.,(COMPAClID TO 95:>:) =1111=-''II JIii:-·11 -=II _ " ENI AR!lEMENT NOIE: GRASS/Pl,.Jll',IT TlPES SHAU. EE SPEClflEO FJ'( A LNDSCJIPE N!OflECT Cfl l.H(x;CN"tct~ CQMPACTEO SANDY GAAVEL BASECOllRSE TYPICAL GRASSPAVE2 DETAIL tlOT TO 5CAI.E tnvl:liblo SUUCIUttl!I. Inc. __, .. , CHOOOE: IHISPRCOU::T FOR fU.FOlOmGAASS W£AAltlJSl.ffACES 1 OF 1 1600 Ja:ksoo St., 5'e. 310 GClOOJ, CClCfl.l!OO 00401 000-233-I SIOCR 30'3-233-83W FM 000-233-1522 CA ;.!W-233--8282 www.kl',\~blestrv;tu-~wm (fN. 10/05 PL INSTALL PERMANENT, DURABLE SIGN IN BASIN SUBJECT TO CITY ENGINEER SPECIFICATIONS PERMANENT WATER QUALITY TREATMENT FACILITY KEEPING OUR WATERWAYS CLEAN MAINTAIN WITH CARE-NO MODIFICATIONSWITHOUT AGENCY APPROVAL ( BOTTOM OF BASIN r I BIO MEOIA CLASS II SEE CRASSPA Vc:2 DETAILS OPEN GRATE COVER 192.83 SECTION C w 13.0o' LF~ A 18" PVC O 3.2% V w i!l "' ro CLASS I BASE SEE GR!SSPAVE2 DETAILS 6" PERFERAED SUBDRAIN Scale: NTS TOP Of BENCfl 193.5± CUT Off WALL PER SORlD D-72 TG=192.83 \.__ BOHOM 190. 70 '--.,,'-.__,, /'---- / _,. \ EXISTING GND AT CL SD --'------'-../ ill It-GRA'la DEPTH /14 R[BAR AT 111" O.C. ~ 6-14 LONGITUDINAL REBAR SPILLWAY SECTION S~•lo: N. T,S. OUTLET CONTROL STRUCTURE 190 PL / I I I I I I I I Scale: N.T.S. ~ .r~ 194.5± \ ( FL= 193.8± J ( ~ ill I ..._____ BROW DITCH PER D-75 / _,. ~ WALL PER PLAN ,,.--<... / _,. _,. ~ EXISTING GND AT CL SO SECTION 8-B Scolo: 1' = lo', 1• = 't VERT. Planning • Engineering • Surveying Solved. SECTION A-A 200 E. Washington Ave., Suite 200 Escondido, CA 92025 RIM=193.1 ' IE=185.10 ,193.3 FS --l ... ~ . -1\ ,,-, ·-,,_ 193.5 FS_/ \ 9 . F ....__ SEE DWG 481- SHEET 3 OF 5 • .- " Scolo: 1• = lo' ill _J Scale: 1• • 10' HORIZ, 1111 _,. 2' \JffiT. STORM DRAIN LEGEND (D 4" PVC @ 2% MIN. @ Q) © 4" PVC @ 5% MIN. 8" PVC @ 3% MIN. 12" PVC @ 1% MIN. M A S S O N o. 760.741.3570 F. 760.741.1786 & ASSOCIATES, INC. www .rnasson•assoc.com "AS BUil T" ■ J./'7.8/ zo EXP.2/£./_:lE_ DATE ~~ . 3/w/jt:(l RE~EWED BY:~ INSPECTOR -DATE SHEETS ~I CITY OF CARLSBAD ~====~~===~==============================j=====t====t====t===j L_±_j ENGINEERING DEPARTMENf ?J 8/19/19 RD DA TE INlllAL ENGINEER Of WORK 3 CHANGE ENGl:lEER OF WORK IN DETAILS SHEET AU.. REv1SION DESCRIPTION DATE INlllAL DATE INlllAL OTHER APPROVAL CITY APPROVAL PRECISE GRADING PLANS FOR: TRAILS END 810-RETENllON DETAILS CR2016-0035 DP 04-07 / PUD 04-12/ SCE l+-H{A)/ CO 06-07 APPROVED: JASON S. GELDERT ---~~~~~----6•Z..g,u,,~ CITY ENGINEE RCE 63912 EXPIRES 9 30 18 DATE DWN BY: 'J·t:.. PROJECT NO. DRAWING NO. CHKD BY: CT04-14A 481-1A RVWD BY: Qett --·-"------ ' ' " . ,. I ' ' ; i ; ' . I I i i • " ' C ::0 i 2 en 2 C s: cc m ::0 C lJ ~ 2 en z C s: cc m ::0 CJ ::0 § 2 en z C s: cc m :0 · '1031'\9 C :0 cl::. :e § "" Ci) 2 0 "" en ... 011 z 011 7' C ... s: J:,, cc m :0 ,__ >. 0 =- 15' SEWER EASEMENT a, ~ ~l • <O ~ ;,, "' . -0 z I I r • t I I I I I I I I I I I I I I I I I I - --------•:w...:aa --- LOT 17 OP£N SPACE LOT {3,710 SF) J's -!;-y;' 11. ~, ' -- I ' '-... --~ / I ', '---. o. ----7 I '---7 I, I '°"--· I --------~, 1 1 -• I I ! 1~ / LOT 14 _J T'IP. I 2nd FF=2J1.64 I GARAGE BASEIIENT I PAD= I I I FF•211.24 I 2J0.97 1 1 I PAD=210.57 - ~ -1'1,&,11 I ---f~=-~-==f.=(_]:5_ --r-,---LOT 13 I 100.25,-r f -, I' ,r ~r-, 1 2nd FF=229.64 I GARAGE f I I BASEJIENT I PAD• /" FF=209.24 L 228.97 ::} I PlAN 1 - I I --, I I I PAD=208.57 7 .., I I ~~ I _ _j I 97.75' ---114.26' ---7-~ ~ I . .-,-:· """"''"="=-=T-~~------------1--7 ~ I I I LOT 12 _J 2nd FF=220.141 GARAGE 1#~i I PAD= PAD=199.07 I 219.47 Pf.AN 1 1107.39 n--:1r ::--=: =7....; T"I LOT 11 I -- 2nd FF•218. 141 GARAGE BASEIIENT I PAD= '1 I FF•797.74 L 277.47 I I I I I I I I I I \ ' I I I I L..----"-1 ' ' ' I I L--- ,--r \ \ \ PADPi_W-f7 7 ------ - -1-----\ ]_7.29' ------- , GARAGE ,> PAD= '( 217.4~~~ LOT 10 ' ~,,. 2nd FF=218.14>< \ BASEJIENT \ GARAGE FF=197.74 \ PAD• PAD•197.07 _,. \ 215.47 PLAN 7for 9 ' 2nd FF•216.14 \_.. '"\ BASEJIENT FF•195.74 PAD-195.07 PL.AN 1 / / \ _J ' . ' \ ,., / / / ' . ..., ~->'-... / / ' I I I I I GARAGE • PAD= /,8 1 214.97 &I 1 / GARAGE I ~ -------, / , I @ LOT _l5/ " --r.lCOMJMMt,1{jj,ijry AREA [I] ..., ... "'· -\0 "' ~ .., 00. 1.. fl:; ~ --- "' U'I ---·r f j LOT 1 \ GARAGE 2nd FF=254.64 I PAD- BASEMENT \ 25.197 -FF=2J4.24 (f/ f,Tf ·;.., PAD•2JJ.57 ,~,-GARAGE PlAN 1 ----\ PAD= -(or l \ 251.97 2nd FF=252.6.f \ BASEJIENT \... 1 FF=2J2.24 PAD=2J1.57 Pf.AN 1 --_ 55.57• r I lir-r-,~----....., PUBLIC ACCESS AND UTILITY EASEMENT ' .s>,r GE J. GARA AD= GAR 8. LOT 5 PAD• 276.JJ 1st FF=229.20 / PAD=228.5J // ~t[;,l3!·4! I LOT ,6 ,,,.,---.::.:, / 7 I 7st=227.20 , 1/ PAD•226.5J / 1/ 2nd FF=2J7.40 ' o., ,,.. ' ' ' // / / / / / ....,, / / / / / <. ..___ PAD• --z 216.97t-------LOT 8 ✓ 2nd FF=215.6.f LRLJ1.6.f BASEJIENT SEIIENT Pf.AN 2 I 1/ I 1/ ;, 1/ I l>iJ , , I . "-.j-,,A 'v I I I LOT 17 OPEN SP ACE LOT ' ' ', , I ' ...... ', ~>a- ,,~ ,>~%-', '@.,Q ---- /,....._ ____ _ FF=195.24 I 1/t-.197_24 PNJ,;;~91/-f 7/ PAD=196.57 n.,.. PlAN 1 NBB" 40•57•w 265.27' I I I "( /'-v' I ../ I ' I I LOT 17 /CffN SPACE LOT ,,____SEWER EASEMENT I / I \ ....1--/ I f, I I I \ \ \ \ \ 15' ROW \ 0£DICATION \-1, () 1-~ \ \ \ / I / I / \ \ I / / ENGINEER Of ~ / / / I / / 60 REVISION DESCRIPTION BLDG. LOT AREA AREA COVERAGE LOT BLDG. PLAN (SF) (X) No. (SF) 1 3,769 1 1,407 37X 2 3,900 1 1,407 36X 3 5,181 2 1,412 27X 4 4,572 2 1,412 24X 5 4,186 2 1,412 32X 6 3,9# 2 1,407 36X 7 3,972 1 1,407 35X 8 4,590 1 1,407 31X 9 4,400 1 1,407 32X 10 4,584 1 1,407 31X 11 4,481 1 1,407 31X 12 4,160 1 1,407 34X 13 3,758 1 1,407 37X H 4,851 1 1,407 29X 1!>-17 59,100 COMMON N/A N/A TOT AL 119,#8 i ! : 1~ ~N ! L J ~ 400 MIN S.F. RECREATION AREA L-__~ C03224 ·. 12/31/1 C/V\\.. ca RCE 8/i,'?'f "AS BUILT • EXP. ~/a,,J zo " z/-z.s/2.0 DATE I SHSET I CITY OF C RLSEAD DA TE INITIAL OTHER APPROVAL \ DA TE INITIAL GllY APPROVAL I PROJECT NO. OWN BY: .;;c_ CT04-14A CHKD BY: OE p.. RVWD BY: - 082817 ! § C @ • z ~ ~ ;: 2 ! ,. 051ZZO • ~ ~ ;: z z m § ,. 0 I 2 Gl 2 C: ~ m m D 0 D § 2 Gl 2 C: ~ m m D 0 D ~ 2 Gl 2 C: s' m m D 080618 DJ m ~ - ++ L..-,t,-r71 \ \ \ \ £b~IPEO~ \ Tf·lfl Q.C A ) W RIP PA fOR, I_ X l2"T I G OiVER , ~YP) EC ION tAI IED) ( YP. I I -~-I I J I I Ai ' "· ~!),J' ,, ',, '·. ,lt>-1: 1t14 ' ' ·-. G ' ~ ', . ""' ....... _ 91.0 • ;J" -} ' 211t~--=-r:+~ID:_:;•• . I --.;, --:_ID "" -·, - 2 .. , r 0 20 40 / 20 w--t;;::;;l .:.! . -1- N8 ·-¾e_ EN£Rc1.f'S-. ISSIPAforr- T. 'PUB S~ --~ .N'\\; e,,e ,Oa, -1 ,. N 20' WATER EASE NT P R 0202772 I/> 4-10-98 255,5 X i~- --w ~,,.....w ---w -t5% ~ --~!:+---~ -- PRIVAlE DRIVEWAY L01 16 1 '"' \ I GENERAL NOTES. l ii£ CGWTF1AcTOR 61-!ALL vERIF'I' DIMEN&IQN& AND SITE CONDITION6 PRIOR TO 6TARTNG WOf,IK AND 61-!ALL CCfflACT ii£ ENGINEER Cl!' !<ECORD M'IEDIATEL Y Cl!' A'<'!' Dl6CREPANCIE8. 2. Liee PROVIDED DIMENSIQN& FOR CON6mJCTION, Dt1EN&ION& 61lALL NOT BE ecAI ED "ROl"1 6~ FI.AN6 OR DETAIL&, CCfflACT ENGINEER Cl!' RECORD OR AAICMITECT FOR A'<'!' Hl66l1'ti DIMEN&IQN&. 3. Al-I-OMl661QN6 AND eot,f(.ICT& l:lE'IWEEN Tl£ ~NG ~ING& OR 6PECIFACATIOll6 61-!ALL BE ~ TO THE ATTENTION Cl!' TJ.E ENGINEER Cl!' 1<£CORD ffi!OR TO Fl<OCEDING Hill-I ANY ARECTED ~ TJ.E CGWTF1AcTOR 61-!ALL LOCATE ALL EXl&TING ilTILITIE6 PRIOR TO BEGlttllNG EXCAYATIQN&, ALL MATERIALS ;!ID ect,15Tf;IJCTION 61-!ALL COMPL 'I' Htn-1 ii£ AFf'l.lCABLE !'lOILDINGCODE LISTED IN ii£ DE61GN NOTE&. 6. CQITRACTOR 61-!ALL tilleMIT ALL m:lP DRAl'IING& TO THE ENGINEER Cl!' !<ECORD ffi!OR TO FABRICATION AND IN6TALLATION. 0 1. TJ.IESE DRAl'IING& l<EPl<E6ENT TJ.E FINl51-!ED 6TRJCT\IRE AND DO NOT INDICATE ii£ MEANS OR METI-IOD Cl!' \ ceffiimJCTION, ii£ CCfflRACTOR I& l<ESf'CN&IBI.E FOR ALL ~ BRACING, $MORING AND ell"f"ORI' \ NECES&AR'I' TO ACI-IIEYE THE FINl&I-IED &Tf;IJCT\IRE. ~ FOUNDATION NOTES. ,. SOILS l<EPOIU B'I', SOIL& l<EPORT NLl'1BER: @SOIL&, /NC, 11.! 2. ' 3. DATE Cl!' F<EPOIU, DESIGN SOIL f'REeeuF<E, FOOTINGDEf"TI.I H-0, ii35--A-6C DECEljeEfi? U, 7® ~ ESE 125"'.e§E..!:!8lSl EXI BELCIH !'lOILDING PAD, la: BELCIH EXERIOR GRADE: Ia: 4. 5UBRADE FREPARATlctl AND cctlPACTION 61-lALL BE IN ACCORDANCE HITI-I T1-lE SOLS l<EPOIU LtlDER THE SUPERV1610N Cl!' TJ.E GEOTEClt!ICAL ENGINEER. &. FOOTING EXCAVATIQN& 61-!ALL ee KEPT Fl<EE FRGt1 LOOSE MATERIAL AND 6TANDINGI-IATER. EXCAVATIQN& 61-!ALL BE CI-IECKED AND Af'FROvED B'I' TJ.E GEOTEClfllCAL ENGINEER FRIOR TO ~ACING calcRElE TO A68URE COMPLIANCE I-IITI-I THE SOIL& l<EFORT. FOI.NDATION6 MAY eE POURED AGAIN6T &TABLE SOIL. METI-IOD Cl!' <l\11 I ORI ING l<EltEO!sCING PIFE 6LEEv£6 l'IJ6T ee Af"f'!i!OVED B'I' ii£ erFilJCTtJRAL ENGINEER. CCfflRACTOR 61-!ALL R.OlEc.."T ALL llTILITIE6 ENCOlMERED DURJNG EXCAVATION ANr:> BACl<l'ILLING. CONTRACTOR 61-!ALL BRACE OR PrlOTECT FRGt1 LATERAL LOADS ALL l<ETAINING W,,!Ll& lNTIL l<E&TRAINING FLOORS OR 6LAB6 ARE IN PLACE AND 1-!AvE ATTAINED RU 6TJ;91(;TI-I. TOT LOT (1,000 S.F.) =254.64 \t G MENT \~ 34.24 <ii, . pONCRETE NOTES (CBC CHAPTER 19). t. ALL calcRElE WOf,IK 61-lALL COl'f'<)f;!1 TO ii£ REGl.llREMENT& Cl!' ACI 3/DI, EXCE!"T M MODIFIED B'I' TJ.IE!l!! ~ ·2·0-I NOTE&, -COMMUNifr AREA ..__ j '" LOT 15 ~/ 3,794 S.F. f '~ 2 , . .,, nd FF=252.64 \~ CONCl<ETE 61-1ALL BE &TANDARO HEIGMT CONCl<ElE <W& FCFJ ;!ID 1-!AvE TJ.E FOLLOMING ULTNATE CCI Ii 1<£00lv£ &TJ;91(;TI-I AT 28 DA'I'&. A. FOOTINGS, 25"/ e&I B. "1AU.& 25«> e&I .; BASEMENT \;. FF-232.21 PAD=2Jl.51 p 3. CEMENT 61-lALL CCNOFit1 TO A6111 C-150, T'l'FI: I OR T'l'FI: II. 4. AGGf<EGATE& 1!1-iALL COl'f'<)f;!1 TO A&111 C·33 FOR No,;ttAL HEIGi-iT C0NC.cETE AND "'6111 C•~ FOR LIGIIDEIGHT cat:l<ETE. &. l<EAD'I' MIX CGNCl<ETE el-lAU. CCN'OFct1 TO A&111 C':14 • .Y"'~ 6. ACIMIXIUl<E6 61-!ALL CC!1PL 'I' l-ltn-1 A6111 M'S-I AND l!I-IALL NOT BE ceffiilDEl<ED TO !<EDUCE ii£ CEMENT CQITENT. (CALCIIN Cl-ll.ORIDE l!I-IALL NOT BE IJ&EDJ <:J\ "? &TRJCTURAL LIGl-lll-EIGMT CONCl<ETE 61-!ALL BE SANO LIGMJlo!EIGMT Al>O 1-!AvE AD~ DEN&IT'I' AA'(SE Cl!' I~ , -PCf TO 15 F'Cf. WATER &I-IALL BE CLEAN Al>O Fl<EE Cl!' ACID, Al.KALI& MD ~IC MATERIAL&, CONCl<ETE 6Lll'1P6 61-!ALL COl'f'<)f;!1 TO A&111 C-143 AND 61-!ALL NOT EXCEED ii£ FOU.CIHING, \-....'"'t{', A. FOOTINGS, 4' ~~,_;J'•' "",if:,\ ;-B. el.AB ON GFIADE: 4' " \:' \ ', v,,....,,,.. C. IF TEMP 16 ABOVE w·, 6' (f'ROVIDE REVISED MIX DE61GNJ \ --.. W,, CONCl<ETE l!I-IALL BE FFIOPORTIONED eucM TI-IAT ii£ 1 DA'I' 6Tl'<l;NGTl-!6 ARE A MINIM.t1 Cl!' !l!!VENT'I' _., <f \ \ .. ii;()! PERCENT Cf TJ.E 6FECIFIED 28 DA'I' &TRENl:!,TI-I FOR ANY CG'NCl<ETE CON6TRJCTION 1-£QJIRING 6I-IORING, \ ft)J'° < . 'o v-c< BRACING OR TO l<ECEI\IE ceffiin.lJCTlctl LOADS. .f"~· II. REl'£R TO Al<CMITECTIJRAL DRAl'IING& FOR CUf<e&, DEPl<E6610N6, 6LOFE&, GR.OOYl:6 AND Gi<G\tlD& f<EQJIRED 1 TO BE CAST MO CONCl<ETE. LOT 4 \ ' lti. 6LEEvE FLl.t1BtlG OPENING& IN CONCl<ETE et.ABS 6El'Ol<E PLACING cat:RETE. GARAGE Isl FF-229.70 ,i, II. NO 6LEEv£6 OR CI-IAee6 61-iALL BE Ft.ACED IN FOOTING6 LtU:66 6FECIFICALL 'I' NOTED BY TJ.E 6Tl<IJCTURAL PAD=218.BJ PAD=229.0J /,1 FI.AN6. 2nd FF~2J9.9 f ~ ; -12. FROJECTION ~ Cl!' 6LAB6, I-IALL6, COLUMNS, ETC 61-!ALL eE FOFit'IED Htn-1 A¾,' CI-IA/"FER. i!!!:{:J'LAN 2 '°'..(r I. " T" 13. HIX DE&IGN& 61-iALL BE tilleMITTED TO TJ.E ENG. INEER Cl!' !<ECORD FOR l<EVIEI-I ffi!Ofi TO f'CIJRiNG CONCF<ETE. ~;,_,, ~:; 2 .,5 ill 1/l: I/ 14. ~Iv£ 6TJ;91(;TH TEST l<EPOIU& 61-!ALL BE tilleMITTED TO ii£ ENG. !NEER Cl!' fl:CORD WHEN CONCl<ElE .st°;;! Ll/.J '; / l<EQJll<E6 6FECIAL IN5FECTION. "' "" If;. REl'£R TO !l!!CTION 1.1 Cl!' ACI 318 FOR CONCl<ETE COYER NOT NOTED IN THE FI.AN6 CR DETAILS. <'., ~~/!--~-,i? 16. DO NOT DleFLACE REBAR FRGt1 TJ.EIR INTENDED F06ITION6 DllRINc:i PLACEMENT Cl!' CONCl<ETE. -.s...~ ~,c.. ,1 'i'...-crilf'u I :v n. CLEAN AND~ TIE eui;FACE6 .Cl!' ANY COLO JOINTS. IJeE A BONDI«. AGENT TIIAT EXCEED& Tl£ • / ccth RE06lv£ &TJ;91(;TI-I Cl!' Tl£ CONCRETE BY 2&$. CARAG LOT 5 PAO= 1st FF=229.20 16,JJ PAD=228.5J nd FF=239.4 T 6 PLAN2 st=l21.l(} AD=226.5J 2nd FF=2J7.40 PLAN 2 . " a:mnc " ti-~-'-_.:,._ Xllll-, FG MASONRY NOTES {CBC CHAPTER 21) I. CONCl<ETE MASONRr WALL& eHALl. 1-!AvE A MINIMIJ'1 28 DA'I' COMl"RE66lv£ 6n.eNGT~ Cl!' rm • 15"1 P&I. "'-COHl"RE661v£ 6TRENC;TI-I Cl!' MA&ONFrr 11.16T BE vERIFIED BY ffi!eM TESTING ffi!OR TO ;!ID D\JRING CCffl&Tf;IJCTION A& eFECFIED IN CBC !l!!CTION 211Zl&. flFECIAL IN5FECTION 16 REGlilf<W ll'LE66 OTJ.Efoloo!ISE NOTED al TJ.E FI.AN6 OR PET AILS. CONTl<ETE MAflONR'r' I.NIT& 61-!ALL BE MINll1J1 MEDll.t1 HEIGMT I.NIT& ca-FOl\t1ING TO A6111 C !30, T'l'FI: I, I-IITI-I MAX LINEAR 6IIRJN(A6E Cf £1.e>bt. MORTAR 61-!ALL BE T'fFE '6' OR 'RS', ~I«. TO cec TABLE 21"5,2,2,J,2 <MINtul I'31Z'f) P&I AT 28 DA'l'&J AND TO A6111 C 1142. ALL Gi'<OIIT 61-!ALL MAINTAIN A HINIMlN C<M"&E66IYE IITREN!:!,TI-I Cl!' I'll/re P&I AT 28 DA'1'6. Gl<OIJT &IW.L BE FFIOPORTICll'ED MD HITll fi!fflCIENT WATER FOR FOIJRING HITH0\11' eEGl<EGATION Cf GlsOJT cctl6TITIJENT6. ALL CELLS 61-!ALL BE SOLID GFOITED l.tU:66 OTl-!Ei.Hl!l!! NOTED ON TJ.E FI.AN6. 6, ALL I-IORIZONTAL l<E~ 61-!ALL BE Ft ACED IN eoND eeAM OR LINTEL eeAMlNIT&. 1. "11£1'1 GROUTING 16 &TOF1"1:D FOR ONE MOIJR OR~ I-IORIZONTAL CQN6Tf;IJCTIONJOINT6 61-!ALL BE '/ \ FOR1ED BY &TOPPING TJ.E Gl<OIJT POUR I~• BELC:W TJ.E TOP Cl!' THE Uf'f"Ef;t-GIT I.Nit / 8. ALL eoND BEAM BLOCK 61-lALL ee 'DEEP CUT' I.NIT&. ,. PROVIDE IN$FECTlctl AND CLEANOUT 1-!0LE& AT eA6E Cl!' VERTICAL CELLS 1-!AVING Gf100T LIFT& IN EXCE66 Cl!' / 1 4'-£1' IN HEIGi-iT. lti. ALL Gi.our 61-!ALL BE ca.eoLIDATED HITI-I A MECHANICAL VIBRATOR, II. A'ICllOR 8GILT611.16T ee 6ET I-IITl-l lEHPLATE& AND HELD IN PLACE ffi!OR TO Gi.our~. FROYIDE AT LEAST ONE INCi-i Cf Gl<OUT BEMEN ~ BOLT MD MA$OtRr' I-IALL6. "' I -~ I HEl<EB'I' DECLAl<E TI-IAT I AM THE ENGINEER Cl!' WOf,IK FOR THE PORT10N Cl!' Tl£ FROJECr 6llOHN ON 6J.EET 6, TI-IAT 11-!AvE EXE!iCl&ED l<E6F'ON&IBLE Cl-iAAri,E OYER ii£ DEfllGN Cl!' T!-1I6 PORTION Cl!' TIIE PROJECT AS DEFINED SECTION 61"3 Cl!' TJ.E eu&INE66 AND I J.ii.)f-£001cA'ltl CODE, AND TI-IAT ii£ DE81GN 16 CCflal&TENT 1-11™ THE ~ 6TANDARO&. 11.NDER&TAND TI-IAT THE CI-IECK Cl!' ii£ FROJECT DRAl'IING& AND ¼FECIFICATION6 B'I' THE ' ) -C' ~ ~ ,(o ··--~'>;; I I ITY Cl!' CARLeeAD DOES NOT l<ELIEYE ME, A& ENGINEER Cl!' I-IOl<K, Cl!' M'I' RE6FCN61BIL1Tr' FOR FROJECT DE61GN. Flf;tl, 1-!lK &Tl<IJCTURAL ENGINEERS ADDF<E66, 14268 DANIEL&QN STREET, "200 CIT'l',6T, FCI-IA'I', CA 'il2"64 FMCl'E, (81l&) 619-89119 J.?'I', BENJAMIN J. eEieEI. R.C.E.cA 69349 DATE, ei!'>-ID'il-n l<EGl&TRATION EXP, 1)6-30-18 llilli.; OEEPENED FOOTINGS WILL BE REQUIRED IN ORDER TO ~AINTAIN lHE REQUIRED S[TBACK FROM FACE OF !LOPES AS REQUIRED IN THE GEOTECHNCAL REPORT. r--Ti~~--vc....j'-,1---A::--f-l-~ / I r. I ~ICtlIK 1428S Dariiel$oo Sltoot • &ate, 11200 • fuNav, CA 9all4-8819 (.850) 679-8989 • WWW. HTKSE.COM • fax (858) 679-8858 I[ ... lo 0 . AL ENGINEER OF WORK M fl,,E,f11JN ADD RETA, REVISION DESCRIPTION SPECIAL INSPECTION NOTES (CBC CHAPTER 17) .. •· I. THE OHER OR Ol-tER'& AGENT 51-lAi.L EMPLOY ONE OR MOl<E 6FECIAL IN5FECTOR6 TO PR:1VIDE·IN6/' DURJNG CON6mJCTlctl ON TJ.E WOf,IK LISTED IN TJ.E 6TATEMENT Cl!' 6FECIAI. INeFECTIQN&. 1HE &FEC:IAI-• IN6FECTOR 61-!ALL El£ A QJALIFIED PER60N H-10 61-!ALL DEMONeTRATE C01FETENCE TO TH£ &ATlllF ',;ri/1 Cl, THE !'lOILPIN:i OF!'ICIAL FOR TJ.E IN6FECTION Cl!' TJ.E WOf,IK 1<£Gllll~ 6FECIAL tleFECTION, .: , , 2. THE CG'N&mJCTION INeFECTIQN& Ll&TED ARE IN ADDITION TO Tl£ IN&FECTIQN& l<EGllllRED 61' CBC. F , i.. • 6FECIAL IN&FECTIGJN 16 IN ADDITION TO, NOT A 6le6TITUTE FOR TJ.E t.eFECTION REQJIRED &'I' THE '. · ' . ,, •. DEPARTMENT. 3, IT 61-!ALL BE TIE AGENCY'S l<EllF'CN&IBILtrr TO FROYIDE A fi!fflCIENT N11BER Cf INSPECT~.& ~ r<::t . 1, ', T'l'FI:& Cl!' WOf,IK TI-IAT OCCUR &IMUL TANEO.Jet. 'I'. 4. THE 6FECIAL IN6FECTOR i'lJ&T BE CERTIFIED B'I' TJ.E LOCAL .AJR!&DICTION N THE CATEGORT' Cl!' WOf,iK REGlllll<ED TO 1-!AvE 5FECIAL IN6FECTION EXCEPT, A. SOIL& IN6FECTlctl 61-!ALL BE FROVIPED B'I' ii£ GEOTECl-tllCAL ENGINEER Cf !<ECORD. C. 1-11-EN T!-116 l<EGllll<EMENT 16 I-IAI\IED B'I' THE BUILDIN:. OF!'ICIAL. &, IT 16 ii£ REliPONSIBILIT'r' Cl!' ii£ CGWTF1AcTOR TO NOTIF'I' TJ.E 6PECIAL INeFECTOR AT LEAIT ONE Wot,Kli'r:1, DAY ffi!OR TO PEliiFOFIMIN ANY ~ TI-IAT l<EGllllRE6 6FECIAL IN6FECTIC1't 6. A n"1FEI-.I I Ol+IER'6 FINAL l<EPOIU ~ FOR WOf,IK l<EGllllRED TO 1-!AvE eFECIAL INSFECTIG'N& AND &TlilJCT\JRAL oe&ERVATION 1'1J6T BE CCl1PLETED B'I' Tl£ OHE~ TJ.E CWER'6 AGENT, ii£ AliiCMITECT Cl!' RECOFiD OR THE ENGINEER Cl!' l<Ecot-P AND tilleMITTED TO THE IN5FECTION 6ERVICE6 DIVIIION, 1. THE CON&TlsUCTION MATERIAL& TESTING 1.ABORATORT' 11J!lT el: APf'l<OvED BY TJ.E LOCAL AJRl&DICTlctl FOR TE6TINc:i MATERIAL&, &'1'6TEM6, ~& AND EGlJIF1"Err. 8. FABRICATOR MUST BE REGISTERED ;lJoC) AFPRO\IEP B'I' Tl-IE LOCAL JIJR!llDICTION FOR THE 1ABRICAT1ctl Cl!' MEMBER6 MD A66EMBLIE6 AT TJ.E el-lOP. TJ.E FAeRICATOR 61-!ALL SUBMIT AN APPLICATI~ TO FEl,fOFIM OF!'-61TE FAeRICATION TO ii£ INeFECTION SERVICE& DIVISION ffi!OR TO CGtt1ENCB1ENT a FABRICATION. THE FABRICATOR 61-!ALL eueMIT A CERTIFICATE Cl!' cct'IFLIANCE TO THE IN5FECTION SERVICE& DIYl&ION ffi!OR TO TJ.E El<ECTIGJN Cl!' FABRICATED ITEM&. 9. A CERTIFICATE Cl!' &ATlllFACTORT' cet1PLETIGJN Cl!' WOf,IK f<EQJIRtlG $FECIAL IN&FECTION l'W>T BE cct1FLETED AND SUBMITTED TO THE FIELD IN&FECTION DIVISION Cl!' TJ.E APFROYING t1)1ICIPALIT'r'. MATE~Al, IIYIITEH, cct1PClNENT AND Tl'f'E OF l!f'EC. IN61". INl!f'ECflON NOTE& 1-iOPiK l'EQlll'EO TO WAVE &f>EC. !Nef'. CClNTINUOU& P'ERIODIC .,..,1 a.. """"'1'1141EllfAleet.Gt,,IFCOTlt;&AAl!~1E TO Aell!EVI! TIE Pll&IGN eeAAINti CAPACITY X """"'1' ei«:AVATIGtolil AAI! ~ TQ rWffk PEl'lll Alt> MA"1i ~ f'Jlil:lfl!II 1141Eli!AL X -I a.AeeflC,i.Tk:iN Alt> TE6Tti:; a' X CQfflll;\lf!> l'Jl.L 1141BIIAL& """"'1' uel!"" tWffkn41;J1;1,11.ll,1)fN811P Alt> LIFT 1MICl<lt.c2: .xt<k, ~ JIC X CCl'PAI-Tk:iN a: cal!liCUa> fUJ. f'llil(lR 10 ~ a' CQfflll;\lf!> tu, ~ l!lll!GR."1£ ,<IC> """"'1' mlT 611£ ~ X ~••iE EDfR:llERI.Y • f'<:J\h:>ATION& HITM r•c :S: -1'61 NOT FiEallFiEP IN&Fl!crlON OF FiEilf'. &TEl!L. INCUJDING X ACI Jle, J.&, 1.1-1.1 f'l"l!&Tl'l:&elNG T£NOON&, AND f'LACEl'elT VSRIFl'ING uee CIF l,l!QJJJl<EP oeeJGN MIX X ACI Jle, CMAf'Tl!R 4, !:i.2•►,4 TAKm TE&T lMMPLEII X AC! JI&, 11.6, 11.& INIIP'ECflON OF CClNCl<ETI! X AC! Jte, 11,'b. 8.IO AND ei.lOTCl'll:IE PI.AeeENT JNl!f'EcrlON FaR MAINll!NANCI! OF llf'ECIPIEO ~ TEHP, Al'ID TECh!NIGIJI! X AC! lite. &.~. &.IO APPI.ICATION OF l"IOE61"<£66tlG fOliiCE6 X AC! 31&, 18.2rD GROUTING OF eONDEO f'IIIE&Tl'l:661NG ACI 318, l&.l&A TENDON& IN Tl-II! eE!leMIC FQfir:E X FiE6l6TING, 6Y6TEl1 l!IIIECTION OF f'lliEC.A6T ME"l!IEM X AC! 31&, CMAf'Tl!1ll 16 V£IIIIFICATIG!j a: JN-e/111 ~ &-111 l'IOICll ACI 31&, 6.2 TO6uaetti a' 1El()Qe N FOOT•lHICtED ~ND-TO -AL a'Sl.:R&AIC X F<ll't'll f!l101 l!eA'I& JI() &'flll./ClWIAl et.AM. Nel'!CT,._.loUll<f'<JR6!W'l!, LOCATJQ4 JI() ACI 31&, 6.1.1 Dil'EN81Gto1il a' TIE~ l'El12R eENG X f'<llt1:D. ~<•iii 1)1 A& ttA6Q4llr CotlillU.TIClll lll:Gtl&, TIE F<:l!UlHNG 8ll4IJ. ee-roNR~IAIICE• A. ffOOF<lRIIGtolil a' 811!--AIIED l10Rl'AR X B. eolOIIRJCIJQI a' l10Rl'AR JOlll6 c:. l.OCATIG!j a: FiEIN'. X X TH! f,ffe!J01j -8ll4IJ. _,., A. 6l2E JI() I.DCATJQI a' TIE X 61!aJCIIIUI. EISEN!& 8. Tff'E, 6121! ND 1.DCATk:iN a' X ~ c. lll'ECFIJ!D 61.l!, CiltADE Alt> TYi'! a: X FiE-116 D. ~ a' FiEIN', X E. f'l'ETECTl0II a'~ f!l101 MOT X -rr,n l"AIClR TO Gl,OlltlG TIE f'<lU,c;t,fi; 8ll4IJ. eE X -· A. G!<0,11' l!PACI! 18 GUAN I I X II, PLAa!1'e« a' -QIOCI(; X c;, FliOl"tl!IIJQ4& a: llfrf·f'IIEPAFIEtl I I X G!<0,11' D. CCIN&lRJC:TlCtl a' l10fliTAR JOIIII& X Gi<0,11' ~ ellAU eE "9ilFIED TO- CQ-FlWlCE 1<1111 COOE AO CCIN&TII.IC11Ctl X COCll'ENT FIIOYIIIIG1i&. PliEPARATk:iN a' -liEQJRD G!<0,11' lll'ECtel&, l10Rl'AR 8f£Ct'ENO JIC/OR f'IIJl!l'I& 8ll4IJ. ee X oeeEJIMD, ~IAIICE 1<1111 -JNllf'l!Cll(H -a' TIE CCIN&lRIC;IIGIN DOOHNTe JIC X TIE -euet'IITTAI.& 8ll4IJ. eE "1ill!f!ED. RETAINING WALL PLANS er 04-14/ZC 04-10/HDP 04-07/ PUD 04-12/ SCE 0,-14(A)/ co 08-07 APPROVED: JA<o. Jr'."FIIRT DATE INITIAL DAlE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: -BS-PROJECT NO. CHKD BY· ,S'C. CT04-14A R av; ..il!i.e.... DRAWING NO. 481-1A \') ~ CJ 0 0 I :u ~ lJ mo l> ~ '.a ;2 "'0 ~ ~ ~~@ , ru •• 2 "' cl • 0 p G1 i :Q z ;z~ 2 , C ~~I C ~ ~ 'rJ s ~ mfn 1~~ ca wz m z lJ rn CJ p \ \') ·o n 0 0 1§8 lJ g I) 0 ~ ~ ?i!B ~ :!) til a ru 2 , < "' "O t ' p (j) 8 ~ Z ·~ z IJI 2 ,c< e '£'. I C 1 rn o ·! 'il -o s ~ 3l fTI 1~~ C:l m z lJ rn ', ci p 080618 • □ lJ C l> ~~ en Cl 2 0 .I>, G1 ... 0) 2 0) .... C: .:.. $ )> C:l m lJ ,. :1 , RETAINING WALL SCHEDULE (LEVEL BACKFILL) I /A HALL 1-lEIGl-lT FOOTING 1-4EEL FOOTING Tl-!ICKNESS KEY FOOTING DOHEL BASE ( 1-1) 0 @ © @ <LAF 48 t) C, CONC 0 M, MASONRY 0 TO 2'-0" 11-811 b" 12" -•4@ 24" B" (M) 2'-0" TO 4'-0" 2'-211 b" 12" . 10" •4 @ 24" B" (M) 4'-0" TO b'-0" 31_s11 i/ 12" 1'-':l" '5@ lb" B" (M) RETAINING WALL SCHEDULE (2=1 BACKFILL) HALL I-IE !GI-IT FOOTING 1-!EEL FOOTING Tl-l!CKNE55 KEY FOOTING DOHEL BASE (I-!) 0 @ © @ (!..AF 4B t) C, CONC 0 M, MASONRY 0 TO 2'-0' 11-811 b" 12" 3" '4 @ 24" B" (M) . 2'-0" TO 4'-0" . 2'-811 11-e,11 12" 11_411 '4 @ 24" B" (M! 4'00" TO b'-0" 3'-11" ':l" 12" 21-111 I!; @ B" B" (M! -. PROPERTY LINE RETAINING WALL (DET 1A) HALL I-IE IGl-lT FOOTING 1-!EEL FOOTING Tl-l!CKNESS KEY FOOTING DOHEL BASE (I-!) 0 @ © @ (LAF 4B t! C, CONC 1-!EEL/KEY REINFORCING CD •4@ lb" 14@ lb" [ID 1-lEEL/KEY REINFORCING CD •4@ lb" *4 @ lb' 1-lEEL/KEY REINFORCING Ii B" ;~ MAX. /1-!AND RAIL/FENCE FO&T / / / / I/ . ...L. / / I/ / .// / / V __ .,r / / / I/ / : ,, / / , '. :Jf>5 •I/ I/ ,< _,·. v i \ V I/ '' ,],I(. \'I/ V' : '. . > .' · ,V V .. ;·},'. i I/ 7 , , '4 CONT_j) X 'J-L~·~f'.-:,fa:'-~7'._LN.L_~7c_L,_~•~""'-"-~·-'~'~~· "="""I( LOCATE~ (V) EA. FACE EA. SIDE-TYF. PLAN VIEW P~1tL6 1-lf~~t[Cl-lAIN LINK FENCE x42" \ /1' b' FENCE "' 5'-4" 0 C MAX I I . . 11 LTOFOF 11 CHU HALL 1 I GFE~ FLAN! 2-14 CONT. FER---_-_--+-~: :1.t . , , TYF. HALL SECTION -'Ull1illl, j/ I 11/j -,n_ /,I I I t .., I.) I 11/ u.i <-< ~ r 1, I Ii/ I 1,-f I I_) 2-•4 CONT'------l-i411 1!1,i,+---~- x 64" J.1 r>r ~ (V) LOCATE@ B" MAX.-===::=---.___--j-,:Jrj<'./1 ;,-----f-±-3~~,_;_MIN OR LAF ' 4db ' db 'db l l R v=====~ RT J.R R-➔)-db ""}1'========"' db, DIAMETER OF BAR R , 3d b FOR "2 TO "B R , 4d b FOR "9 TO '11 db OFF&ET 1-lOOK TYPICAL BAR BEND 2'-0" MIN. 30CcoNC. 40'°MA&, OR t I 1/2 PIA. OR I 1/2" MIN. CL. FOR PARALLEL BAR& 2'-0" MIN, 30CcoNC. 40cMA&, TYPICAL SPLICE !3AR &IZE 2 4 7 10 II 14 18 !3AR PIA 1/4 3/8 1/2 E>/8 3/4 7/8 I I 1/8 11/4 3/8 I 3/4 2 1/4 0 M, MASONRY LEVEL BACKFILL 4'-4" 31_.bu 12" lb" •4 @ lb' B" (M! CD •4 @ lb" FROM EA. SIDE ~ INTO FDN. -____ OF __ F_o_s T---------:--!.:=:::....!..:::..::~::=-==:.:..::::=::::-:::-:-'.--::-:--:::-::=::-:::----7--j/ ® ~ 1-!AND RAIL PLACEMENT FOR ALL OTl-!ER REINF. REF. TO TYF HALL SECTIONS ,...._.,, REINF. BAR BEND AND SPLICE DETAIL 2d BACKFILL USE SCHEDULE C FOR Fe HALLS NEGLECT 30" OF SOIL FOR FA551VE RESISTANCE 5,1_e:,11 41_211 12" 25" •4 "' 18" -i----tc,;;;;;;;;;;;;;;;;;;;;.:.• ----·:t "Cl i:. CONT •·"'t--1--,_ l'-0" 0 --------'--@ LEVEL OR SLOFING •4@ B' (2, I MAX! BACKFILL (EXPANSION INDEX 50! USE SCl-lEDULE A FOR LEVEL BACKFILL 2-'4 / / USE SCl-!EDULE 3 FOR SLOFING BACK If LL I/,/ 1-111--'-111-· r/ I/ -, ,,_m_ . r/ I/ 1 .. •.TER PROOFING [/.I/ I 4 DRAINAGE r / PER $OIL$ 8" CMU ---.._ I/ I/ j REFORT, REF ~9~1 ~ ~fJJ (UO~[// / @ CCYTv::\ H/14 ® 24"(H) ~ NEGLECT 312)" OF 0-~ ~ I 2¼i" CLR SOIL FOR PASSIVE ~ -"' / v RESISTANCE . [)< ~~ ~ '--:111-111-lr/ ~ --,s--~• A ~--------4'-- •4 e 18" c-._ . , . ·~~c•· ::::;~· ·"~-1~ __ •.''.' ' -"' CONT •4 - "Cl i ~ ' ~ rt'PICAL ALL I-WJ.e- 1'-12:1' HIN TO DAYLIGHT OR 16' MIN E11eeD HI--IICI-EvER ~ B" (M! •4@ B" LEVEL OR SLOFING--- (2: I MAX) BACKFILL (EXPANSION INDEX<50! USE SCl-lEDULE A FOR LEVEL BACKFILL USE SCl-lEDULE B FOR SLOPING BACKFILL LEVEL OR SLOFING--- (2: I MAX! BACKFILL ~ <EXPANSION INDEX<50) U&E 5Cl-lEDULE A FOR LEVEL BACKFILL 2-*4 U&E SCl-!EDULE 6 FOR &LOFING BACKFILL FOOTING FOR UFFFER HALL MUST BE b" BELOH LOHEST GRADE OF SLOPE 4 3" rl l.l Q ' N 0 ATER PROOFING ✓ 4 DRAINAGE PER $OIL$ REPORT. REF EBEEEB 3 3 3 -0 ------------------'---------1:" ~ ', '-/ "---------------'------;/ ~ ', '\ / 2" CLR 30 c LAF TYF. <MIN,) <MAX,) <MIN.) &EE FOUNDATION 4 SECTION& FOR FOOTING, &IZE 4 REINF. (MIN,) __ TY...:...:..:..P..:_. S,:;_T:..::E=-P.:.....:PE=D::.....:_FOO..::....::...T.:.....:INc..:..G ___ ---1® DECLARATION Cf BE6fCli6JBLE CIMRt;E I I-IERE!l'!' DECLARE THAT I AM THE ENGINEER Cf ,I01'l< FOR THE PORTION Cf TI-E PROJECT 6HOI-IN ON 61-iEET 1, THAT I HAYE EXERCl5ED RE6FCN511:lLE Cl-!ARGE OVER THE DE&kl<N Cf THI& PORTION Cf Tl-IE FROJECT Ae DEFINED IN 5ECTION b 1.i>3 Of THE ElUSINES& AND PROFES&IONS CODE, AND THAT THE DESIGN IS CONSISTENT i-llTH rl-lE CUl<RENT STANDAl'IDS. I UNDERSTAND THAT THE CI-IECI< Cf Tl-IE FROJECT DR./>J,INClS AND &FECIFICATIONS !l'!' Tl-IE CITY Cf CARl&!lAD DOI:& NOT RELIEVE ME, Ae El<'.,INEER Cf 1-!0l'l<, Cf MY RE6f'CN511:llLITY FOR PROJECT DE&IGN. FIi'!'!: HTK STFil.lCTURAL El<'.,I-IEER& ADDRES&, 14288 DANIELSON STI<!,ET, '200 CITY,&T, FOi-iA'!', CA ~2.i>64 PHONE, /858/ 61~-- !l'!', ElENJAMIN J. 5Ell'lEL R.C.E,CA bW4~ DATE, e>!>-~-11 l<EGISTRATION EXF, .i>6-30-l8 REINFORCING STEEL I. REeAR GRADES 5+-IALL eE, A. '4 AND eMALLER, GRADE 4e> e. '& AND LAF<r:,ER, GRADE ti,(!) 2, CONCRETE COVl:R FOR REeAR 5+-IALL eE, A. CONCRETE FOJRED AGAINST EARTH: 3' 6. CONCRETE EXFOSED TO WEATHER: I. '& AND eMALLER, 2. '6 AND LAF<r:,ER, C. CONCRETE NOT EXFOSED TO WEATHER: 2" I. ~I AND 6MALLER: ¾" 2. ~4 AND LAF<r:,l:R, I½" 3. REl5AR DETAILING AND FLACEMENT 5+-!ALL eE IN ACCORDANCE WITH THE 'MANUAL OF STANDARD PRACTICE' eY THE REINFORCING STEEL IN&TITUTE. 4. Vl:RTICAL eAR5 5+-IALL eE TIED IN FLACE AT THE TOF, eoTTOM AND INTEFMEDIATE FOIN"S FER cec CHAFTER5 I~ AND 21. 5. ALL REeAR, ANCHOR eoLTS, DOWELS AND IN&ERT& 5+-IALL ElE WELL &ECURED IN FOSITIOll PRIOR TO FLACING CONCRETE. --------@ •4-• 32' O.C. X -481 Lc:t,k'.ii, Gl'fA6e FOR BOND flFiEAI< ~-~-CY/ F!Enf, FfR llCHfeD, EPOXY COATED 6MOOTH 6A'1ll 71 SLEM OR DIF a-E END IN ,--CH/ F!Enf. FfR TYF. SECTIC>I LL ' I-<'-' • / 'e:l:f / . -~ V V rj (!)r ,, ~ / //777 A,....,,~/~/~,~JJ/~~/ DEEFR.tl<e , (I' MIN. EA. SID!:) CMU CONTROL JOINT AFFL Y ., 4e> FT, MAX. DOES NOT AFFL Y TO CONCRETE ~ALLS t4 • 32' x 2-4' L~ EPOXY COATED eMOO!HeAR EXFANSION JOINT PET AIL (PLAN VIEW) AFFL y ., 2e>e> FT. MAX. AFFLIES TO CONCRETE • CMU STE'M ____ _::C:..:::O:...:__N::...:_T.:.....:.RO=L=-.:.+__:E=X-=-P-'--A"'-N=S_IO_N_J_O_IN_T_D_E_TA_I_L __ @ SHEETS ~ CITY OF CARLS3AD ~----1---l------------------t---t-----it-----i--~ L_L_j ENGINEERING DEPARTMEH 1----l----l--------------+---t-----t-----t-, Cf; cPHTK STRUCTURAL ENGINEERS, LLP 14288 08.nictlsun StretJt • S1Jita #200 • Pcway, CA 92064-Utl19 (858) 679-8989 • WWW. H fi<..'.:iE COM • Fax (858) 6{9-8959 I 1-~li.t lO l 117 - DI!, 1.\ L,<, I\. RETAINING WALL PLANS FOR: TRAILS END RUAINING WALL DETAILS er 04-14/ZC 04-10/HDP 04-0// PUO 04-12/ SCE04-14(A)/ co 08-0/ Ao~ nc-n~/,\lt: 111/lfl [_ "ETA/L/<uce.--r i) AODRErAIN/NG.WA11 D~TAIL /()! 1'j/,1 TX I\., APPROVES{.J~~ERT /,/z,} /i,o/~ DEEPENED FOOTINGS WILL BE REQUIRED IN ORDER TO MAINTAIN THE REQUIRED SETBACK FROM FACE or SLOPES AS REQUIRED IN THE GEOTECHNICAL REPORT. !vie, II", DATE 1=. /1\ INITIAL REPLACE$ SFlt=ETS SIC.NED &rl.8/2{)1? " " DATE INITIAL REVISION DESCRl::OTION DATT: INITIAL c-1T_Y_E_N_G1--,r,i€~E .. R ""R""c"-E.£.6""3"'91""'2'-':Ec-'XP~IR:--:Ec-s-cg--;;_3=-=o--:,;1c::s-~oA'rE 1 DWN BY: CHKD BY: RVWD BY: BS $C. PROJECT NO. DRAWING NO. CT04-14A 481-1A ENGINEER DF WORK OTHER APPROVAL CITY APPROVAL ' I I I I I "' p " B I ] ~□ ; lJ 0 _.,, oC .~ rn ~ ;~ ~ U/ :~ .,: ,n lJ • :~ ~ g z :~ z IJI -~ C < • :S: I awo ,~ :B ·u :~ r.n rn '" Ul ,~1 rn 'l ,. . / ---- ' --I 0 ... CIO ' Cl ~ C, .s:,. CIO ... ' ... )> 0 ~ ~ z G1 z C s ca m :0 0 JJ i z G1 z C s ca m Jj 0 :0 i z G1 z C s ca m JJ 0 JJ )> ~ z G1 z C s OJ m Jj 1, ' ii., ,_, t ' I I I II /. GENERAL NOTES 1. REFERENCED STANDARDS ASTM C 1372 STANDARD SPECIFICATION FOR SEGMENTAL RET1'NING WALL UNITS ASTM C 140 SAMPUNG AND TESTING CONCRETE MASONRY UNITS ASTM C 145 SOLID LOAD BEARING CONCRETE MASONRY UNITS ASTM D 1557 COMPACTION CHARACTERISTICS OF SOIL USING MODIFIED EFFORT ESR-2113 FOR KEYSTONE WALLS UN-STD 1804 ASTM 2339 FHA UM 60 2. MATERIAL DELIVERY, STORAGE, AND HANDLING CONTRACTOR SHALL CHECK MATERIALS UPON DELIVERY TO ASSURE THAT PROPER MATERIALS HAVE BEEN RECEIVED AND ARE NOT DAMAGED. CONTRACTOR SHALL PROTECT MATERIALS FROM DAMAGE DURING STORAGE AND HANDLING AND SHALL PREVENT CONTACT WITH MUD, WET CONCRETE, CHEMICALS, OR ADHESIVES. DAMAGED MATERIAL SHALL NOT BE INCORPORATED INTO THE RETAINING WALL STRUCTURE. 3. REQUIRED SUBMITTALS A. LIST OF ALL PRODUCTS PROPOSED FOR USE. B. PRODUCT SAMPLES. C. CURRENT MANUFACTURER'S MATERIAL AND INSTALLATION SPECIFICATIONS. 4. QUALITY CONTROL COMPACTION TESTING AND OBSERVATION DURING EARTHWORK OPERATIONS WILL BE PROVIDED BY THE PROJECT GEOTECHNICAL ENGINEER. MATERIALS 5. MASONRY WALL UNITS MASONRY WALL UNITS SHALL BE KEYSTONE UNITS AS INDICATED. COMPAC Ill BLOCKS MEASURE: 18"W X 12"0 X 8"H PLANTER BLOCKS MEASURE: 18"W X 21.5"0 X 8"H WALL UNITS SHALL BE MANUFACTURED IN ACCORDANCE WITH ASTM C 1372 AND ASIM C 140. WALL UNIT CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3,000 PSI AND SHALL HAVE A MAXIMUM MOISTURE ABSORPTION OF 6 TO 8%. 6. CONNECTING PINS WALL UNIT CONNECTING PINS SHALL BE 1/2'' DIAMETER NON-CORROSIVE FIBERGLASS RODS WITH A MINIMUM FLEXURAL STRENGTH OF 128,000 PSI AND SHORT BEAM SHEAR OF 6,400 PSI. 7. CAP ADHESIVE CAP ADHESIVE SHALL BE EXTERIOR GRADE CONSTRUCTION ADHESIVE OR APPROVED EQUIVALENT CONFORMING TO UN-STD 1804, ASTM 2339, AND FHA UM-60. 8. LEVELING PAD LEVELING PAD MATERIAL SHALL BE 1/2" TO 3/4" CRUSH ROCK OR UNIT FILL. 9. UNIT FILL FILL FOR RETAINING WALL UNITS SHALL BE FREE DRAINING CRUSHED STONE OR COARSE GRAVEL, 1/2" TO 3/4", WITH NO MORE THAN 5% PASSING THE NO. 200 SIEVE. GRADATION OF THE FILL SHALL BE APPROVED BY THE PROJECT GEOTECHNICAL ENGINEER. 10. BACKFILL SHALL CONSIST OF SOIL WITH LESS THAN 35% PASSING THE NO. 200 SIEVE PER ASTM D422 WITH A MAXIMUM SIZE OF 3/ 4 INCHES ( 19 MM). A PLASTICITY INDEX LESS THAN 10 PER ASTM 04318. AN EFFECTIVE INTERNAL ANGLE OF FRICTION GREATER THAN THE FRICTION ANGLE USED IN THE DESIGN, PER ASTM D2166 OR D308J AT THE COMPACTION STANDARD AND LESS THAN 0.5% ORGANIC MATERIAL. MATERIAL CA,! BE SITE-EXCAVATED SOILS OR IMPO,,r SOILS WHERE THE ABOVE REQUIREMENTS CAN BE MET. UNSUITABLE SOILS FOR BACKFILL INCLUDING ML, CL, MH, CH, OH OR PT SHALL NOT BE USED IN THE BACKFILL OR IN THE REINFORCED SOIL MASS. NON-ANGULAR PARTICLES TO 3" SIZE MAY BE ALLOWED FOR NO MORE THAN 15% OF THE BACKFILL. BACKFILL SOILS SHALL BE VERIFIED AND APPROVED BY THE PROJECT GEOTECHNICAL ENGINEER. 11. GEOGRID REINFORCEMENT GEOGRID SHALL BE POLYMER COATED WOVEN POLYESTER FABRICATED FOR EARTH REINFORCEMENT. GEOGRID SHALL BE THE TYPE AND GRADE AS SHOWN ON THE PLANS. OR EQUIVALENT SUBSTITUTION SHALL BE APPROVED BY ENGINEER. 12. DRAIN PIPE DRAIN PIPE SHALL BE 4" DIA SOR 35 OR SCH 40 PVC. EXECUTION 13. EXCAVATION CONTRACTOR SHALL EXCAVATE TO THE LINES AND GRADES SHOWN ON THE CONSTRUCTION DRAWINGS. CONTRACTOR SHALL BE CAREFUL NOT TO DISTURB EMBANKMENT MATERIALS BEYOND LINES SHOWN. 14. FOUNDATION SOIL PREPARATION EXCAVATED FOUNDATION SHALL BE OBSERVED AND APPROVED BY THE INSPECTOR TO CONFIRM THAT THE ACTUAL FOUNDATION SOIL CONDITIONS ARE CONSISTENT WITH CONDITIONS ASSUMED FOR DESIGN. UNACCEPTABLE FOUNDATION SOILS SHALL BE REMOVED AND REPLACED WITH APPROVED COMPACTED BACKFILL MATERIAL. FOUNDATION SOIL SHALL BE PROOF ROLLED PRIOR TO FILL AND GEOGRID PLACEMENT. 15. LEVELING PAD INSTALLATION LEVELING PAD MATERIALS SHALL BE PLACED ON AN APPROVED FOUNDATION TO THE MINIMUM DIMENSIONS SHOWN ON THE CONSTRUCTION DRAWINGS. FINISHED LEVELING PAD SHALL HAVE A SMOOTH LEVEL SURFACE TO PROVIDE COMPLETE SUPPORT THE FIRST COURSE OF RETAINING WALL UNITS. 16. WALL UNIT INSTALLATION THE FIRST COURSE OF CONCRETE WALL UNITS SHALL BE CHECKED FOR LEVELNESS AND ALIGNMENT AND TO ENSURE THAT UNITS ARE IN FULL CONTACT WITH LEVELING PAD. UNITS SHALL BE PLACED SIDE BY SIDE FOR FULL LENGTH OF WALL. ALIGNMENT MAY BE ACCOMPLISHED BY MEANS OF A STRING LINE OR AN OFFSET FROM BASELINE. INSTALL FIBERGLASS CONNECTING PINS AND FILL ALL VOIDS WITH UNIT FILL MATERIAL. TAMP UNIT FILL. SWEEP ALL EXCESS MATERIAL FROM TOP OF UNITS AND INSTALL NEXT COURSE. ENSURE WALL UNITS OF EACH COURSE ARE COMPLETELY FILLED WITH UNIT FILL MATERIAL AND THAT THE BACKFILL HAS BEEN PLACED AND COMPACTED PRIOR TO PROCEEDING TO NEXT COURSE. ENSURE THAT CONNECTING PINS PROTRUDE A MINIMUM OF 1" INTO NEXT COURSE. TWO PINS ARE REQUIRED PER UNIT. PULL UPPER UNIT FORWARD (AWAY FROM THE EMBANKMENT) AGAINST PINS PROTRUDING FROM THE LOWER COURSE TO ACHIEVE CORRECT UNIT SETBACK SHOWN ON THE CONSTRUCTION DRAWINGS. WHERE THE WALL CHANGES ELEVATION, UNITS SHALL BE STEPPED WITH GRADE OR TURNED INTO THE EMBANKMENT WITH A CONVEX RETURN END. PROVIDE LEVELING PAD FOR UNITS IN AREA OF CONVEX RETURN END. 17. CAP INSTALLATION CONSTRUCTION ADHESIVE SHALL BE USED TO PROVIDE PERMANENT CONNECTION OF CAPS TO WALL UNITS. APPLY ADHESIVE TO TOP SURFACE OF LOWER COURSE PRIOR TO PLACING CAP UNIT INTO POSITION. PLACE KEYSTONE CAP UNITS OVER CONNECTING PINS PROJECTING FROM UNITS BELOW. PULL FORWARD TO CORRECT SETBACK POSITION. BACKFILL AND COMPACT TO FINISH GRADE. 18. GEOGRID INSTALLATION GEOGRID SHALL BE PLACED AT THE LOCATIONS AND ELEVATIONS SHOWN ON THE CONSTRUCTION DPAWINGS OR AS DIRECTED BY THE ENGINEER. GEOGRIO SHALL BE ORIENTED WITH THE HIGH STRENGTH DIR THE RETAINING WALL ALIGNMENT. CORR VERIFIED BY THE CONTRACTOR. ECTION (ROLL DIRECTION) PERPENDICULAR TO ECT ORIENTATION OF THE GEOGRID SHALL BE ALLY ON COMPACTED BACKFILL AND CONNECTED THE GEOGRID SHALL BE LAID HORIZON1 TO THE CONCRETE WALL UNITS BY HOO SHALL BE PULLED TAUT WITH THE BACK TAUTNESS DURING BACKFILL AND COMPA REGARDING OVERLAP REQUIREMENTS. KING GEOGRID OVER CONNECTING PINS. GEOGRID EDGE ADEQUATELY ANCHORED TO MAINTAIN CTION. FOLLOW MANUFACTURER GUIDEUNES 19. BACKFILL PLACEMENT BACKFILL MATERIAL SHALL BE PLACED I N 8" LIFTS AND COMPACTED TO 90% OF ASTM D 1551. IPMENT SHALL BE ALLOWED WITHIN 3' OF THE WALL REARWARD INTO THE EMBANKMENT TO ONLY HAND-OPERATED COMPACTION EQU FACE OF THE RETAINING WALL UNITS. BACKFILL SHALL BE PLACED FROM THE ENSURE THAT THE GEOGRID REMAINS TA COMPACTED IN SUCH A MANNER THAT M OF PRE-TENSION OF THE GEOGRID. TRACKED CONSTRUCTION EQUIPMENT SH GEOGRID. A MINIMUM UNCOMPACTED BA OPERATION OF TRACKED VEHICLES OVER SHALL BE KEPT TO A MINIMUM TO PREV UT. BACKFILL SHALL BE PLACED, SPREAD AND INIMIZES THE DEVELOPMENT OF SLACK OR LOSS ALL NOT BE OPERATED DIRECTLY ON THE CKFILL THICKNESS OF 6" IS REQUIRED PRIOR TO THE GEOGRID. TURNING OF TRACKED VEHICLES ENT TRACKS FROM DISPLACING THE FILL AND DAMAGING THE GEOGRID. VER THE GEOGRID REINFORCEMENT AT SLOW RUBBER-TIRED EQUIPMENT MAY PASS 0 SPEEDS, LESS THAN 10 MPH. AVOID S UDDEN BRAKING AND SHARP TURNING. z 0 T 8" t, w 0-: COMPAC Ill ELEVATION PLANTER ELEVATION ++-+-t-+-i--+-i-++-++-1 O l-+-t-+->+,--+-l--+-1......._ . '• ,. h r:: p 21.5" GEOGRID IS TO BE PLACED ON LEVEL BACKFILL AND EXTENDED OVER THE I . ; ' . > •" .... 1, · ~-18°--- _L..J._~.:;.;:,;...,;:- ,-..--1811 FIBERGLASS Pl1~S. PLACE NEXT UNIT. PULL GRID TAUGHT AND BACKFILL. STAKE AS REQUIRED, COMPAC Ill PLAN PLANTER PLAN KEYSTONE BLOCK DIMENSIONS NOT TO SCALE ™-J..EVEI ING P.i\Q_JI_OES: 1. fHE LEVELING PAD IS TO BE CONSTRUCTED OF CRUS,jEO STONE. 2. THE BASE FOUND1\TION IS TO BE APPflOVED BY THE SITE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF THE LEVELING PAD. EXCAVATION LIMIT 6" CllUSHEU ROCK LEVELING PAD COMPAC Ill UNIT 'NIUTH: 18" DEPTH: 12" HEIGH!: 8" KEYSTONE BLOCK DETAIL NOT TO SCALE TWO 4" CAP UNITS OR 8" KEYSTONE /, 4" CAP UNIT SINGLE 8" CAP UNIT\ x. 7 • " ~~oc~ ~~ff WALL STEP DETAIL NOT TO SCALE CAP UNII Wl!HII: 18" DEPTH: 10.5" !IEIGHT: 4" OR 8" CAP UNIT PLAN PRIVATE ENGINEER'S NOTICE TO CONTRACTORS: SPECIAL INSPECTION ITEMS PER ICC ESR 2113 REPORT: THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES SPECIAL INSPECTION MUST BE PROVIDED IN ACCORDANCE WITH IBC SECTION TO PROTECT THE UTILITIES ON SITE, AND ANY OTHER UNES OR 1704.5 (IBC AND IRC) OR UBC SECTION 1701.5.7.1, AS APPLICABLE. THE STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR INSPECTOR'S RESPONSIBILITIES INCLUDE VERIFYING THE FOLLOWING: THE PROTECTION OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES. 1. THE MODULAR CONCRETE UNIT DIMENSIONS. 2. KEYSTONE UNIT IDENTIFICATION COMPLIANCE WITH ASTM C 1372 AND UBC CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH STANDARD 21-4, INCLUDING COMPRESSIVE STRENGTH AND WATER GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION ABSORPTION, AS DESCRIBED IN SECTION 3.1 OF ICC ESR-2113 REPORT. CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE 3. FOUNDATION PREPARATION. RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF 4. KEYSTONE UNIT PLACEMENT, INCLUDING ALIGNMENT AND INCLINATION. CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS 5. GEOSYNTHETIC REINFORCEMENT TYPE (MANUFACTURER AND MODEL AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY NUMBER) AND PLACEMENT, IF REQUIRED. AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION 6. BACKFILL PLACEMENT AND COMPACTION. CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY, AND HOLD THE 7. DRAINAGE PROVISIONS. DESIGN PROFESSIONAL HARMUESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS CONSTRUCTION NOTES: PROJECT. 1. STAKE WALL ALIGNMENT AND BACK-CUT LIMITS. 2. EXCAVATE AND STOCKPILE SOIL. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN 3. EXCAVATE TRENCH FOR LEVELING PAD. PLANS AND/OR FIELD CONDITIONS IMMEDIATELY TO THE DESIGN ENGINEER 4. INSTALL LEVELING PAD, BACK-CUT DRAIN AND SUBDRAIN. FOR RESOLUTION PRIOR TO CONSTRUCTION, AND SHALL BE RESPONSIBLE 5. INSTALL KEYSTONE BLOCKS, FIBERGLASS PINS, AND GEOGRID FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED. REINFORCEMENT. 6. PLACE UNIT FILL IN AND BEHIND KEYSTONE BLOCKS. NOTE: 7. PLACE BACKFILL AND COMPACT. REFER TO GRADING PLANS FOR WALL LOCATIONS, FINISHED GRADE 8. FINISH GRADING BEHIND THE WALL. ELEVATIONS, AND WALL STATIONING. THE WALL BOTTOM ELEVATION IS BASED ON FINISHED GRADE ELEVATION PLUS EMBEDMENT REQUIRED FOR ALL WORK ON THIS PROJECT SHALL CONFORM TO THE 2016 CALIFORNIA THE WALL. ANY DESCRIPENCY IN WALL ELEVATIONS SHOULD BE BUILDING CODE. BROUGHT TO OUR ATTENTION. _ ________},._ CCrHR-AfHOR, GOU FR-f,G:roR-la PHOWIE S: :op 6RM\'INGS. KEYSTONE BLOCK 1ST. 12" PVC WAlER MAIN SCALE: 1 "=20' TOTAL WALL HEIGHT 6'-4" MAX. CONCRETE DRAINAGE DITCH (BY OTHERS) FELT BETWEEN WALL AND DRAINAGE DITCH KEYSTONE CAP UNIT KEYSTONE COMPAC Ill UNIT FILL CORES WITH UNIT FILL " ,r-, • 1-I <:,~\)'-- /'.! i-' ' I I 1," LOW P£RMEABILITY SOIL TYPICAL SECTION -KEYSTONE BLOCK WALL #1 NOT TO SCALE MINIMUM SOIL PROPERTIES: REINFORCED SOIL: RETAINED SOIL: FOUNDATION SOIL: <'I> = 30 DEGREES <'I> = 30 DEGREES ct, = 20 DEGREES Y =130 PCF Y =130 PCF Y =130 PCF C =0 PSF C =O PSF C = 100 PSF REFERENCE: GRADING PLAN: MASSON & ASSOCIATES, INC,, PRECISE GRADING PLANS, TR1'LS END DEVELOPMENT, CARLSBAD, CALIFORNIA, DATED SEPTEMBER 8, 2017. GEOTECHNICAL REPORT: GEOSOILS, INC., GEOTECHNICAL UPDATE EVALUATION, PROPOSED TRAILS END DEVELOPMENT, NORTHWEST CORNER OF THE DONNA DRIVE AND CARLSBAD VILLAGE DRIVE INTERSECTION, CARLSBAD, CALIFORNIA, DATED DECEMBER 11, 2013. GEOSOILS, INC., GEOTECHNICAL UPDATE AND PLAN REVIEW, TRAILS END DEVELOPM£NT CARLSBAD, CALIFORNIA, DATED JUNE 6, 2016. GEOSOILS, INC., ADDENDUM TO THE GEOTECHNICAL REVIEW OF MECHANICALLY STABILIZED EARTH (MSE) WALLS, TRANS END DEVELOPMENT, CT 04-14, CARLSBAD, CALIFORNIA, DATED NOVEMBER 8, 2017. ES REPORT: ICC EVALU,.TION SERVICE, INC., ES REPORT NO. ESR-2113 FOR KEYSTONE RETAINING WALL SYSTEMS, REISSUED AUGUST 2017. BUILDING CODE: 2016 CALIFORNIA BUILDING CODE GRAPHIC SCAL ,: 20 0 10 20 4] 80 ~ -1111 I I I I (IN FEET) 1 INCH 20 FT. ' \ NOTES: 1. GRADING PLAN LINES, GRADES, ANO ELEVATIONS ARE SHOWN FOR REFERENCE ONLY. PLEASE SEE PROJECT GRADING PLAN FOR SITE INFORMATION. 2. GENERAL CONTRACTOR AND WALL CONSTRUCTION CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ~LL SUBTERRANEAN CONSTRUCTION WITHIN THE REINFORCED ZONE. ABI ENGIIIEERING CONSULTANTS, INC. SHALL BE CONSULTED PRIOR TO ANY EXCAVATION WITHIN THE REINFORCED ZONE. ALL EFFORTS SHALL BE MADE TO COO,DINATE INSTALLATION OF SUBTERRANEAN FEATURES DURING WALL CONSTRUCflON. 3. DURING CONSTRUCTION AND AFTER WALL COMPLETION THE FINISHED GRADE SHALL BE GRADED TO DRAIN AWAY FROM THE RETAINING WALL UNTIL FINAL DRAINAGE SYSTEM IS COMPLETED. NO STANDING WATER SHALL BE ALLOWED TO POND ABOVE THE RETAINING WALL. SITE PLAN SOURCE: MASSON & ASSOCIATES, INC., PRECISE GRADING PLANS, TRAILS END DEVELOPMENT, CARLSBAD, CALIFORNIA, DATED SEPTEMBER 8, 2017. ,, i~/1, Pl', 12\ ADD RETAl!ING WALL DETAIL (SHEET 8) /1\ ADD RETAl!ING WALL DETAIL REPLACES SHEETS s1,;NED 6/28/17 DATE INITIAL C"t..lGINEER OF WORK REIJISION DESCRIPTION L .: i DECLARATION OF RESPONSIBLE CHARGE ~ KEYSTONE RETAINING WALL WORK: I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 5703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH ClRRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY L,Js ANGELES COUNTY IS CONFINED TO REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. DAYA BETTADAPURA, RCE 46505 EXPIRATION DATE: 06/30/2019 ABI ENGINEERING CONSULTANTS, INC. 1701 EAST EDINGER AVENUE, #A9 SANTA ANA, CALIFORNIA 92705 TEL: (888) 220-5596 ~ z NO. C4650 EXP. 6/30/2 11/16/2017 DATE A Bl ENGINEERING CONSUL 7ANTS, INC. 1701 EAST EDINGER AVENUE, SUITE A9 SANTA ANA, CALIFORNIA 92705 TEL: (888) 220-5596 FAX: (714) 866-417' «f¥t,l{~ 1111612011 DAYA BETTADAPURA RCE 46505 EXP: 06/l0/2019 DATE "AS BUILT" ,' £Wv ";, l:t. L v z..v C 46 i;;iO~ ~)(f. oJ,{],1j2.1 J),'f"Te'° I' t ,~ce. l . ,, ' '· ' ' . -.· .. _ .. . ~·;;· .. .... REVIEWE~ }.di _/_ ' ~/!1/io <;:o /, :, ; ¢1 J Ii~"· r-r, I SPECTOR 0 DATE I SH~Ell CITY OF CARLSBAD I SH~ETS I ENGINEERING DEPARTMEN" KEYSTONE RETAINING WALL PLANS FOE: TRAILS END DEVELOPMENT CT 04-14/ZC 04-IOHDP 04-07/ PUD 04-12/ SCE 04-14(A)/ CD 08-07 10111/17 I /Jo/19 APPROVED O,.,...,J ~ cASON ~/ GfeDE~T "';L -2-z_o Lb/ 9/20/17 CITY ENGINEER RCE 63912 EXPIRES 9/3)/16 -DATE DWN BY: J PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: DB CT04-14A OTHER APPROVAL CITY APPROVAL RVWD BY: DB 481-1A ABI PROJECT t:O. 11201 ' DATE: 11/16/2017 ' ' I I ~ ~ n 0 I , co FR o ,oo ~I~ c ··! ffl ~ c ll (fl ,[ ~ " "Cl • 1i:i ,j a~ ., z cl c<. ~ s'. I jmo 'm-n , , :0 ITT ,! 0) -'j Pl r wz z fR ~ p 0 ' ' 0 :0 ~ z (j) 2 C $ co m :0 0 :0 );;, ~ 2 (j) 2 -C $ co m :0 0 :0 l> ~ 2 (j) 2 C s co m :0 080618 0 :0 );;, c~ ~-co C) 2 0 (j) .... .i:,.2 co ~c ' $ .... > co m :0