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HomeMy WebLinkAbout1.4-6419 Ph 3 Record DrawingBENCHMARK ®TOP OF CONCRETE MONUMENT AT THE INTERSECTION OF SNOW ROAD AND QUAIL CREEK ROAD, ALSO THE NORTH 1/4 CORNER OF SECTION 8 29/27 ELEVATION = 401.06' U. S. G. S. DATUM PER K. C. S. F. B. 1152, PG. 22 AND TR. 5909 STREET PLANS LEGAL DESCRIPTION ALL OF LOTS 21, 22, 23, AND 24 IN SECTION 5, TOWNSHIP 29 SOUTH, RANGE 27 EAST ,MOUNT DIABLO BASE & MERIDIAN, UNINCORPORATED AREA OF THE COUNTY OF KERN, STATE FILED 2 11894C N HE OFFICEEOF THE COUNTY RECORDER OF SAISALES MAP OF LANDS OF KERN OUNTY ND COMPANYY,, IN D COUNTYY, BASIS OF BEARING THE BEARING OF N00'52'25.7"E SHOWN FOR THE WEST LINE OF THE SOUTHWEST 1/4 OF SECTION 5, TOWNSHIP 29 SOUTH, RANGE 27 EAST, MOUNT DIABLO BASE & MERIDIAN, IN THE CVS �NVESTIGATIONBAKERSFIELD, MAP COUNTY7--BOOK KERN, PAGESTATE 50, WAS CALIFORNIA ASATHESHOWN O BASIS THE SUR BEARINGS SHOWN ON THIS MAP. ENGINEERS CERTIFICATE I HERE BY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH THE CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. NOTE TO OWNER AND CONTRACTOR THIS PLAN HAS BEEN PREPARED WITH THE INTENT THAT QUAD KNOPF WILL BE PERFORMING THE CONSTRUCTION STAKING FOR THE COMPLETE PROJECT. IF, HOWEVER ANOTHER ENGINEERING AND/OR SURVEYING FIRM SHOULD BE EMPLOYED TO USE THESE PLANS FOR THE PURPOSE OF CONSTRUCTION STAKING, NOTICE IS HEREBY GIVEN THAT THE FIRM OF QUAD KNOPF, INC. WILL NOT ASSUME ANY RESPONSIBILITY FOR ERRORS OR OMISSIONS,TED OR IMITIGATEDIF QUAD MIGHT OCCUR AND AVOIDED, PERFORMED THE STAKING WORK. CORREC PRIVATE ENGINEERS NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE DRAWINGS. THE ENGINEER SHALL NOT BE RESPDATA. NSIBLE FOR THE UNDERGROUND SERVICE ACY ALERTRSHALL BE ENESS OF CONTACTED ANYSUCH UWORKING DAYS OR PRIOR DATA. UNDERGROUND TO CONSTRUCTION 1-800-227-2600 CITY OF BAKERSFIELD TRACT 6419 PHASE 3 BLOCK WALL PLANS SHEET INDEX 1 — COVER SHEET 2 — GENERAL NOTES 3 — QUAIL CREEK ROAD 4 — WALL DETAILS KEY MAP SCALE: 1 "=200' PUBLIC WALLS: 584 LF BEFORE EXCAVATING CALL • USA 811 CITY OF BAKERSFIELD TRAFFIC ENGINEER DATE ASSISTANT PUBLIC WORKS DIRECTOR DATE CITY OF BAKERSFIELD APPROVED BY: s PUBLIC WORKS DECTOR — CITY OF BAKERSFIELD DATE NICOLAS FIDLER, R.C.E. 61069 — EXP. 12-31-14 VICINITY MAP NOT TO SCALE LEGEND J WALL .—. — — — SHEET LAYOUT .�. PHASE LINE — — LANDSCAPE GRADE — — — — — — — ACCESS ROAD GRADE — — — FLOWLINE — — PILASTER CIL CENTERLINE P/L PROPERTY LINE FG FINISH GRADE HP HINGE POINT TW TOP OF WALL BCR BEGIN CURB RETURN ECR END CURB RETURN PRC POINT OF REVERSE CURVE TC TOP OF CURB FL FLOWLINE BC BEGIN CURVE EC END CURVE cr ON im AuEu CA emerican council ci b&em* CompWa of California F CTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH THE GENERALLY ACCEPTED CTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME THE SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS WORKFROM ON NHISAND PROJECTIAEEXCEPTING LLIABILITY ALLEGED, SING FROM THECONNECTION SOWITH THE PERFORMANCE NEGLIGENCE OF DESIGN PROFESSIONAL. UNAUTHORIZED CHANGES AND USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE THFOR, PLANSLIABLE MUSTFOR, IN WRITING UNAUTHORIZEDIAND MUST CHANGES BE APPROVEDUSES BYOTHETHESE PREPA ERPLANS. OFALL CHANGES THESE PLANS. q j3 m 0 w 0 a Q w W W Z z W W 0 Q- " - 0A Q 0 o LJ o C, r o m c� 'n U = Q U d K Z � Z a 0 �W a Do cy N Oro N CD W w o O Q W Q N Y Lo N m I- V- 2i U �Z U OU z LL -0 Z Y 0 a 6 m � m F- � ca m w a `Mfi�Gfi P 2015V—WALLN SHEET NO.: 4% 1 OF 4 J wZ Z = � CO p W o z W IL �0o ��� W Q Z Q rn 0oLu p zoo z'-,QO UUP to r, W0, x-10 i—O�U P 2015V—WALLN SHEET NO.: 4% 1 OF 4 GENERAL NOTES BLOCK TYPE MORTARED 8 "X8 "X 16" CONCRETE BLOCK WALL: HEIGHT VARIES (SEE PLANS) COLOR: TO BE DETERMINED PATTERN: RUNNING BOND CAP: GROUTED DESIGN WIND: 85 MPH 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY CONSTRUCTION INSPECTION DEPARTMENT AND PARKS DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. CITY CONSTRUCTION INSPECTION DEPARTMENT. • 326-3049 PARKS DEPARTMENT. 326-3117 2. COMPACTION TESTING SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TEST SHALL BE DETERMINED BY THE CITY ENGINEER. 3. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT OF WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, A DEPOSIT BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT OF WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 4. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. A CITY ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE OFFICE OF THE CITY ENGINEER FOR ALL WORK TO BE PERFORMED IN THE CITY RIGHT-OF-WAY. 5. THE LOCATIONS OF EXISTING UTILITIES AND UNDERGROUND PIPELINES SHOWN ON THESE PLANS ARE LIMITED TO INFORMATION AVAILABLE AND ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES AND UNDERGROUND PIPELINES BEFORE COMMENCING WORK. CONTRACTOR ASSUMES ALL LIABILITY FOR ANY AND ALL DAMAGES TO EXISTING UTILITIES OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE, PRESERVE, AND PROTECT ANY AND ALL UNDERGROUND UTILITIES AND PIPELINES. 6. ANY TRENCHING CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH THE CITY STANDARDS. 7. THE CONTRACTOR SHALL REMOVE AND/OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET RIGHT-OF-WAY AS DIRECTED BY THE CITY ENGINEER. 8. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER, ENGINEER, AND THE CITY -OF BAKERSFIELD HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING THE LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER/ENGINEER/CITY OF BAKERSFIELD. 9. ALL CONSTRUCTION WORK SHALL BE PERFORMED IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS, THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, THE RECOMMENDATIONS CONTAINED IN THE PRELIMINARY SOILS REPORT FOR THE DEVELOPMENT BY KRAZAN & ASSOCIATES, INC DATED JANUARY 21, 2014 (PROJECT No. 022-13166) AS WELL AS APPENDIX J OF THE 2013 CALIFORNIA BUILDING CODE, AND AS DIRECTED BY THE CITY ENGINEER. 10. ALL EXISTING IMPROVEMENTS THAT ARE REMOVED, DAMAGED, OR UNDERCUT SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER, AT THE CONTRACTOR'S EXPENSE. 11. THE OFFICE OF THE CITY ENGINEER SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF THE PLACEMENT OF ANY FILL MATERIAL. 12. FILL MATERIAL SHALL BE SUBJECT TO THE APPROVAL OF THE SOILS ENGINEER. 14. ALL FILL MATERIAL SHALL BE MOISTURE CONDITIONED TO AT LEAST 2% ABOVE OPTIMUM MOISTURE AND COMPACTED TO 90% RELATIVE DENSITY, AS DETERMINED BY TEST METHODS REFERENCED IN THE 2013 CALIFORNIA BUILDING CODE APPENDIX J. AND SO CERTIFIED BY TESTS AND REPORT FROM THE SOILS ENGINEER. 15. CONTRACTOR SHALL BE IN CONFORMANCE WITH THE SJVAPCD AIR QUALITY STANDARDS AND MITIGATION MEASURES. 16. ALL CONSTRUCTION EQUIPMENT SHALL BE PROPERLY AND ROUTINELY MAINTAINED, AS RECOMMENDED BY MANUFACTURER MANUALS, TO CONTROL EXHAUST EMISSIONS. 17. CONSTRUCTION EQUIPMENT SHALL BE SHUT DOWN WHEN NOT IN USE FOR EXTENDED PERIODS OF TIME TO REDUCE EMISSIONS ASSOCIATED WITH IDLING ENGINES. 18. ELECTRIC CONSTRUCTION EQUIPMENT SHOULD BE USED WHENEVER POSSIBLE IN LIEU OF FOSSIL FUEL -FIRED EQUIPMENT. 19. DUST CONTROL: IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREVENT A DUST NUISANCE ORIGINATING FROM THE SITE OF WORK AS A RESULT OF HIS OPERATIONS DURING THE EFFECTIVE PERIOD OF THIS CONTRACT. PREVENTATIVE MEASURES TO BE TAKEN BY THE CONTRACTOR SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING; A) OBTAIN AN APPROVED DUST CONTROL PLAN FROM THE SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT. B) WATER SHALL BE APPLIED TO ALL UNPAVED AREAS AS REQUIRED TO PREVENT THE SURFACES FROM BECOMING DRY ENOUGH TO PERMIT DUST FORMATION. C) PAVED SURFACES OVER WHICH VEHICULAR TRAFFIC IS PERMITTED TO TRAVEL SHALL BE KEPT FREE OF DIRT. D) WHEN MATERIALS ARE TRANSPORTED OFF SITE, ALL MATERIAL SHALL BE COVERED OR EFFECTIVELY WETTED TO LIMIT VISIBLE DUST EMISSIONS, AND AT LEAST SIX INCHES OF FREEBOARD SPACE FROM THE TOP OF THE CONTAINER SHALL BE MAINTAINED. 17. ALL OPERATIONS SHALL LIMIT OR EXPEDITIOUSLY REMOVE THE ACCUMULATION OF MUD OR DIRT FROM ADJACENT PUBLIC STREETS AT THE END OF EACH WORKDAY. (THE USE OF DRY ROTARY BRUSHES IS EXPRESSLY PROHIBITED EXCEPT WHERE PRECEDED OR ACCOMPANIED BY SUFFICIENT WETTING TO LIMIT THE VISIBLE DUST EMISSIONS. USE OF BLOWER DEVICES IS EXPRESSLY FORBIDDEN). 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE WORK PERFORMED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND IN CONFORMANCE WITH THE PROVISIONS OF THE CALIFORNIA BUILDING CODE. 19. ALL CONSTRUCTION PERSONNEL SHALL BE TRAINED IN SENSITIVE SPECIES IDENTIFICATION AND AVOIDANCE TECHNIQUES AND BE INSTRUCTED TO BE ON THE LOOKOUT FOR KIT FOX SIGNS DURING EARTH DISTURBANCE PHASES OF CONSTRUCTION. ANY EVIDENCE OF SUCH SIGNS SHOULD BE AVOIDED AND REPORTED TO THE REVIEWING AGENCIES FOR RESOLUTION. COMPLETE BIOLOGICAL CLEARANCE SURVEY SHALL BE PERFORMED AS REQUIRED BY CITY ORDINANCE. 20. THIS PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (N01) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (ORDER NO. 2009-009-DWQ, AND AMENDED BY 2010-0014-DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. 21. AT THE INITIAL CONSTRUCTION MEETING PRIOR TO GRADING ACTIVITIES, ALL CONSTRUCTION WORKERS MUST BE INFORMED OF THE SYMPTOMS OF VALLEY FEVER. 22. ALL STATIONING IS BASED ON STREET CENTERLINE UNLESS OTHERWISE NOTED. ALL WALL OFFSETS ARE TO THE LOT FACE OF WALL, UNLESS OTHERWISE NOTED. 23. HEIGHT OF WALL SHALL BE 6'-0" MIN. MEASURED FROM THE HIGH GRADE SIDE OF THE WALL. 24. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING AND GRADING THE AREA ALONG THE WALL LINE. 26. WATER PROOF SURFACE SHALL BE APPLIED PER C.B.C. CURRENT EDITION. COAT ONLY THAT PORTION BELOW GRADE DOWN TO FOOTING. ALL OTHER SURFACES ABOVE THE FOOTING SHALL BE SEALED WITH A CLEAR WATER SEAL SUCH AS 'AQUA -SEAL'; OR APPROVED EQUAL. CONTRACTOR SHALL SUBMIT SEALANT TO BE USED TO ENGINEER ONE (1) WEEK PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOT PROCEED WITH CONSTRUCTION UNTIL SUBMITTAL IS APPROVED BY THE ENGINEER. 27. BLOCKS AND BRICKS SHALL BE SET ON GRADE, TRUE, PLUMB, AND STRAIGHT. CURVES SHALL BE LAID OUT ON NO GREATER THAN 8 FOOT CHORDS. HORIZONTAL MORTAR COURSES ON BLOCK SHALL BE 1/2 INCH, +/-1/8 INCH. ALL REINFORCING STEEL SHALL BE TIED FIRMLY IN PLACE PRIOR TO PLACEMENT OF BLOCK. OPEN END BLOCK WILL BE ALLOWED IN GROUTED CELLS ONLY. NO BROKEN BLOCK WILL BE ALLOWED. ALL CONSTRUCTION OF NON -MODULAR PIECES SHALL BE DONE WITH SAWCUTS. REINFORCING STEEL SPLICES SHALL BE IN COMPLIANCE WITH C.B.0 CURRENT EDITION AND THESE PLANS. 28. BLOCK COLOR SHALL BE UNIFORM IN TEXTURE AND COLOR PER LAYOUT ON THESE PLANS. 29. ALL PROPER SAFETY PRECAUTIONS, INCLUDING SHORING AND BRACING OF WALL SHALL BE PROVIDED BY THE CONTRACTOR, ESPECIALLY IN THE EVENT THAT FULL HEIGHT GROUTING METHOD IS USED. 30. FOOTINGS SHALL NOT EXCEED THE WIDTH SHOWN ON THE PLANS BY MORE THAN 2 INCHES. ANY FORM WORK NECESSARY TO MAINTAIN THIS FOOTING WIDTH SHALL EXTEND BELOW THE FINISHED TOP OF GRADE AT LEAST 16 INCHES OR THE DEPTH OF THE FOOTING, WHICHEVER IS LESS. 31. QUAD KNOPF SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO, OR USES OF THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY QUAD KNOPF. 32. CONTRACTOR SHALL NOTIFY QUAD KNOPF, INC. OF ANY AND ALL CONFLICTS BETWEEN CONTRACT DRAWINGS AND ACTUAL SITE CONDITIONS PRIOR TO COMMENCING ANY WORK IN QUESTION. 33. RETAINING WALLS SHALL BE BACKFILLED WITH FREE -DRAINING SOIL CONSISTING OF CLEAN SAND OR SILTY SAND WITH LESS THAN 10% PASSING THE #200 US STANDARD SIEVE. ALL BACKFILL SHALL BE COMPACTED TO 901-. OF THE DENSITY STANDARD REFERENCED ABOVE. 34. CONTRACTOR SHALL PRESERVE ALL CONSTRUCTION SURVEY STAKES AND PROPERTY LINE MARKERS WHEN REASONABLY POSSIBLE. ANY STAKES OR MARKERS REQUIRING REPLACEMENT BY THE DEVELOPER'S ENGINEER SHALL BE DONE AS "EXTRA WORK": 35. CONTRACTOR SHALL NOTIFY QUAD KNOPF, INC. A MINIMUM OF 3 WORKING DAYS PRIOR TO COMMENCEMENT OF WORK REQUIRING STAKING FOR PROPER SCHEDULING. GENERAL STRUCTURAL NOTES 1. DESIGN IS PER C.B.C. CURRENT EDITION AND CITY OF BAKERSFIELD REQUIREMENTS. MASONRY f'm=1,500 PSI (SPECIAL INSPECTION REQUIRED). 2. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60. A. REINFORCEMENT SPLICES SHALL BE AS SHOWN ON DRAWINGS AND SHALL BE 72 BAR DIAMETERS MINIMUM UNLESS NOTED OTHERWISE. STAGGER ALL ADJACENT HORIZONTAL SPLICE POINTS 6 FEET MINIMUM. ALL LAP SPLICES SHALL BE WIRE TIED BOTH ENDS. ALL REINFORCING SHALL BE SECURELY HELD IN THE PROPER PLACE, BEFORE AND DURING GROUTING. J. FOUNDATION CONCRETE SHALL ATTAIN A 28 DAY COMPRESSIVE STRENGTH OF 2,500 P.S.I. © 28 DAYS. DESIGN BASED ON 2,500 P.S.I. (SPECIAL INSPECTION NOT REQUIRED) 4. CONTRACTOR SHALL OVEREXCAVATE A MINIMUM OF 1 -FOOT BELOW THE FOOTING AND BACKFILL AND COMPACT TO 9090 RELATIVE COMPACTION OR PER THE PROJECT SOILS REPORT, DATED MAY 16, 2014 BY CTL-SEE'S, INC., WHICHEVER IS GREATER. ALL SOILS TESTING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL COMPLY WITH THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT AND BUILDING DEPARTMENTS. CONTRACTOR SHALL NOT POUR THE FOOTING UNTIL ALL COMPACTION TESTING HAS BEEN APPROVED BY THE CITY OF BAKERSFIELD PUBLIC WORKS AND BUILDING INSPECTORS. 5. CLEAR SPACING FOR REINFORCING SHALL BE 3" UNLESS OTHERWISE STATED ON THESE PLANS. 6. CONCRETE MASONRY UNITS SHALL CONFORM TO THE REQUIREMENTS LISTED IN THE LATEST EDITION OF THE CALIFORNIA BUILDING CODE. A. GROUT SHALL ATTAIN A MIN. 28 DAY COMPRESSIVE STRENGTH OF 3,000 P.S.I. AND COMPLY WITH ASTM C476. B. MORTAR SHALL CONFORM TO C.B.C. AND ASTM C270 TYPE S. MIN. 28 DAY COMP. STRENGTH SHALL BE 1,800 P.S.I., MIN. C. ALL MASONRY UNITS SHALL BE ASTM C90 GRADE N (I OR ll), AND SHALL BE MADE WITH LIGHTWEIGHT AGGREGATE. MASONRY f'm=1,500 PSI MIN. UNLESS OTHERWISE NOTED ON THE PLANS. D. TYPE 11 MASONRY UNITS, IF USED, SHALL NOT BE MOIST, AND SHALL BE AGED SUFFICIENTLY TO ACHIEVE CLIMATIC BALANCE. E SET ALL MASONRY UNITS PLUMB, TRUE TO LINE, AND LEVEL UNLESS OTHERWISE NOTED ON THE DRAWINGS. LAY UNITS IN FULL HEAD AND BED JOINTS OF %" THICKNESS. STRIKE OFF EXCESS MORTAR FLUSH WITH FACE. FOR ALL EXPOSED JOINTS, WHEN THUMBPRINT HARD, TOOL TO OBTAIN A DENSE, UNIFORM CONCAVE JOINT. CLEAN MORTAR FINS PROJECTING MORE THAN ONE-HALF INCH FROM INSIDE CORES, AND REMOVE DROPPINGS FROM BOTTOM OF CELLS PRIOR TO GROUTING. F. GROUT WALLS ONLY AFTER MORTAR HAS CURED 24 HOURS. WALLS SHALL BE GROUTED 1N 4'-0" MAXIMUM VERTICAL LIFTS. ALL WALLS SHALL BE GROUTED SOLID (FILL ALL CELLS SOLIDLY) U.N.O. ON DRAWINGS. G. ALL GROUT SHALL BE VIBRATED INTO PLACE WITH A PENCIL TIP VIBRATOR. H. KEY GROUT POURS BY HOLDING TOP OF GROUT 1%2" BELOW TOP OF BLOCK. DO NOT STOP GROUT LIFT AT REINFORCED BOND BEAMS. 7. EXPANSION JOINTS SHALL BE CONSTRUCTED IN EACH PILASTER IN ALL WALLS AND MAXIMUM DISTANCE BETWEEN EXPANSION JOINTS OF 60' IN WALLS WITHOUT PILASTER. EXPANSION JOINTS SHALL BE FREE OF ALL MORTAR AND GROUT FROM TOP OF FOOTING TO TOP OF WALL. 8. COMPACT BACKFILL TO 907. RELATIVE COMPACTION OR GEOTECHNICAL ENGINEER'S RECOMMENDATION, WHICHEVER 1S GREATER. HAND COMPACT BACKFILL IN MAX. 1' LIFTS A DISTANCE EQUAL TO RETAINED HEIGHT BACK FROM FACE OF WALL. RETAINED UNDISTURBED NATIVE SOILS NEED NOT BE COMPACTED. 9. WHERE RETAINED GRADE IS 2 -FEED OR GREATER, CONTRACTOR SHALL PROVIDE 12" WIDE DRAIN ROCK WRAPPED IN A WOVEN FILTER FABRIC FOR WEEP HOLES AS INDICATED ON THESE PLANS. TOP OF DRAIN ROCK SHALL BE A MIN. OF 12 -INCHES BELOW FINISHED GRADE. FILTER FABRIC SHALL BE SUBMITTED TO AND APPROVED BY THE CITY ENGINEER PRIOR TO CONSTRUCTION. 10. ANY AND ALL TESTING REQUIRED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 11. CONTRACTOR SHALL VERIFY LOCATION OF UTILITIES PRIOR TO COMMENCEMENT OF WORK AND NOTIFY ENGINEER IF CONFLICT WITH UTILITIES EXISTS. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRS TO DAMAGED UTILITIES CAUSED BY HIS FORCES, BUT NOT COSTS TO RELOCATE IN THE EVENT OF PROPER NOTIFICATION AHEAD OF THE CONSTRUCTION. 12. ALL PROPER SAFETY PRECAUTIONS, INCLUDING SHORING AND BRACING OF WALL SHALL BE PROVIDED BY THE CONTRACTOR, ESPECIALLY IN THE EVENT THAT FULL HEIGHT GROUTING METHOD IS USED. 13. CONTRACTOR SHALL PROVIDE POSITIVE FREE DRAINAGE AWAY FROM THE STRUCTURE AND MAKE EVERY EFFORT POSSIBLE TO PREVENT SUBGRADE SATURATION BY SUCH MEASURES AS CONTAINING ALL LANDSCAPING IN SEALED PLANTER, SEALING ALL CONSTRUCTION JOINTS WITH AN ELASTOMERIC COMPOUND; PROVIDING THE BUILDING WITH SAVE GUTTERS AND DOWNSPOUTS, AND ROUTING IMPINGING UPON THE SITE FROM OFF-SITE SOURCES AS WELL AS DRAINAGE GENERATED ON THE SITE AWAY FROM THE PROPOSED STRUCTURE. BEFORE EXCAVATING CALL • USA 811 25. SITE PREPARATION SHALL CONFORM WITH THE APPROVED GRADING PLANS AS WELL AS THE GRADES SHOWN ON THESE r w;/is48s ` PLANS. AFTER THE SITE HAS BEEN STRIPPED, AND PRIOR TO PLACING ENGINEERED FILL, THE EXPOSED EXISTING GROUND p.8-s°-_Vt - SHOULD BE COMPACTED. THE DEPTH OF COMPACTION SHALL BE A MINIMUM OF TWO(2) FEET UNLESS OTHERWISE DIRECTED BY THE GEOTECHNICAL ENGINEER OR HIS REPRESENTATIVE IN THE FIELD AND SHALL BE BASED ON HIS REVIEW �T�T CIVii. OF SOILS EXPOSED AT THE EXCAVATION BOTTOMS. IN AREAS OF THE SITE WHERE CUTS EXCEED TWO (2) FEET BELOW �QF GA1-iF� EXISTING GROUND, COMPACTION OF THE NEAR SURFACE SOILS SHALL CONSIST OF THE TOP ONE (1) FOOT OF EXPOSED SOIL. Ll U L) V) a M J W cl) z COZ coW L co 0 d. a Z Wz j W a::: ' JO 0)aZ g a o ZU^ '.....L� 0 O zoo VVZ O r- L n a o CCJM�WR 1� U. z 0 U W 0 m 0 rn w U zQ� Mw QW mz 0 �z Li w~ =W a� �CL 1 m 0 W o o_ w Q �o � o O W > M o c � uj Q rn cn m Q Q CI L. O Of Zo- O a ca O O W^ p O N U N U) c0 c0 fi N m o � w O 3 ".f'0 0 J X Lon (n m Fw- L<- 3 j CC) �- w Z � U OLL z LL aa O z Y Cc' 00 m c cu m a a z a O U p L (77D )FUNE 22, 2015 JOB NO.: 140238 FILE NAME: 140238 -01 -COV -WALL SCALE: AS SHOWN SHEET NO.: 2 OF 4 a M J W cl) COZ coW L co d. a Z Wz j W a::: ' JO 0)aZ g a o ZU^ '.....L� 0 O zoo VVZ O r- L n a o CCJM�WR 1� U. (77D )FUNE 22, 2015 JOB NO.: 140238 FILE NAME: 140238 -01 -COV -WALL SCALE: AS SHOWN SHEET NO.: 2 OF 4 v W m M W rn co N u7 U = Wcl) Z U (O cfl L_ o coZ< O Z a (L (L O p OD w ^ p N J Y M_IW N U N N" cfl = 0 O m O N K O p O p Q W Q Lc) Ln m P Li 3(Z LLJ Y is `T �> Z W = U V) Z LLa O 0 Z Y Q m } Ld fG m Q U Z ui Of > a 0_ L U Z O U N W p 0] W Q p W Z x WW Q w m? 0 Z W W~ 2 W O Li 0 > O O m O W m M W rn co N u7 U = Wcl) Z U (O cfl L_ o coZ< O cr- O a (L (L O p OD w ^ p N J Y M_IW N U N N" cfl = 0 O m of --0 O � W 00 Y N K O p O p Q W Q Lc) Ln m P Li 3(Z LLJ Y is `T �> Z W = U OU Z LLa O 0 Z Y Q m } Ld fG m Q U Z ui Of > a 0_ L U p a. M J Wcl) z coZ< O 0 o (L (L Li W Z j Z a� J Y M_IW _ z 0 O rQW (� � Y. � rn zv� �le [ifO Ln v ^ rl- LLL. v a0a ' — cf, PLOT D9 %E 22, 2015 JOB NO.: 140238 FILE NAME: 140238 -03 -QUAIL -WALL SCALE: HORIZ. 1 "=40' VERT. 1 "=2' SHEET NO.: 3 OF 4 MORTAR CAP i I #4 HORIZ. @ 24" O.C. (TYP.) I i MORTAR CAP I I I I#4 HORIZ.@ 24" O.C. (TYP.) 6" THK. CMU (f'm-1,500 PSI) FULLY GROUTED _ I , I � 6" THK. CMU #4 VERT. 16 "- 0. C. (CENTERED) (f'm - 1,500 PSI) FULLY GROUTED L,,I QUAIL CREEK RD. I #4 VERT. 16" O.C. I I ? � (CENTERED) LANDSCAPE z x I EASEMENT ( I wI QUAIL CREEK RD. , �' z 0 00 LANDSCAPE ' Q I I I I J EASEMENT I 0-6 I uj i 8" THK. CMU I CLI \ I cr: FINISHED LOT GRADE (f m-1,500 PSI) FULLY GROUTED APPLY SEALANT ON WALL BELOW GRADE, BOTH SIDES 0'-6" 1/2" DRAIN ROCK N I WRAPPED IN x N APPROVED FILTER r0,-2.25» ' FINISHED Q FABRIC EXTEND. ( I LANDSCAPE GRADE TO TO 12" BELOW ; `1'-0" v \; o GRADE (REQ'D WHEN RETENTION 8 THK. CMU \ x > 2 -FEET) N (f'M-1,500 PSI) %� Q FULLY GROUTED FINISHED I Lu \ LANDSCAPE GRADE FINISHED LOT GRADE % APPLY SEALANT ON ** f; f , /\ �\ >\ ,,'' N WALL BELOW GRADE, INSTALL 112 0 WE BOTH SIDES. HOLES _. to BOTH WAYS o TOP OF FOOTING TOP OF FOOTING > n 2"x4" MORTAR KEY s PER PROFILE PER PROFILE 2'x4" MORTAR KEY ' C #4 J BAR @ 16" O.C. 3"0 I.D. BEND i - 3"o I. D. BEND o #4 @ 16" O.C. #4 J BAR @ 16 " O. C. KK 4k BOTH WAYS a r 0'-3" _ ol MIN. — - MIN. MIN. — - — - — - :- -- — . MIN. z #4 @ 16 O.C. BOTH WAYS _ .... . —_ #4 @ 16" O.C. o Zi —.----.�._._ _.—..BOTH WAYS OVEREXCAVATE 1 -FOOT MIN. AND — — OVEREXCAVATE 1 -FOOT MIN. AND RE -COMPACT @ 907. RELATIVE RE -COMPACT @ 90% RELATIVE 1'_O" 2'-9" COMPACTION OR PER GEOTECHNICAL 1 '-2" 1 '-7" COMPACTION OR PER GEOTECHNICAL REPORT, WHICHEVER IS GREATER REPORT, WHICHEVER IS GREATER 3'-9" 2'-9" * WET SET MAY BE USED IN LIEU OF MORTOR KEY WET SET MAY BE USED IN LIEU OF MORTOR KEY **1 SEALANT PER CBC CURRENT EDITION. MATERIAL SHALL BE ** SEALANT PER CBC CURRENT EDITION. MATERIAL SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO CONSTRUCTION. APPROVED BY THE CITY ENGINEER PRIOR TO CONSTRUCTION. *** LAP SPLICES SHALL BE SEPARATED A MINMUM OF 2" *** LAP SPLICES SHALL BE SEPARATED A MINMUM OF 2" HORIZONTALLY. HORIZONTALLY. Ci)WALL SECTION 1 NTS 2 WALL SECTION 2 NTS Q h LOT SIDE a " SPLIT PILASTER BLOCK (PERSMANUFACTUR SPECS.) " DEEP CAULKING 4- 4 VERT. BARS o @ EXPANSION JOINT HORIZONTAL REINF. 3 TIES ®8" O.C. � p BACKER ROD 3 - , � 2- 4 TIES SPACED ® 12" O.C. o - _ STREET SIDE � �GFESS�ON 6- 4 REBAR 10� EXPANSION JOINTS MUST EXTEND VERTICALLY EVERY 60fT. O.C. ALONG WALL. JOINT MUST w l'-6" NOT CONTAIN ANY IMCOMPRESSIBLE MATERIAL , iw) a B 3" CLEAR EXTEND CAULKINGO6 MORTAR)'LOW GRADE c w < , m a MIN REINF. PER WALL SECTIONS _xp. 6-30 8� 0. g sT clv�\_ zs ELEVATION 9TOF CNV m PLAN VIEW N 0 w U a STEP FOOTING DETAIL NTS LPILASTER/EXPANSION JOINT DETAIL NTS ty-011 P#3 /P V_ caco R W > U Lo 0) r - Li U Of co w a W z 0 �z W W 0 =W m 0 W ` o •N♦ Of a - Q o a Li rn o CD W J Q rn N 0 m co Z 2 Z U cfl 0 p ck� p a IL co `` W g Z a^o)JCL ' J _J Q Lua 0� rn W N (.� NCn c�0 to � uj m o Orl. � -- o N °s ,�, o rn `°ir U) 1� li v o�awa� to N m L- ?i U (�< j z W U ` 0 U 2 LL .o Z Y Q 7 a cuLuo = CL c� r m a U a M J W cj) co'T co Z 2 W 0 p ? a IL co `` W g Z a^o)JCL ' J _J Q ~ cl) 0� rn W M Z�^ CYC o Orl. zoo z--tr) V0J ¢OQ rn `°ir U) 1� li v F-in PLOT D9&E 22, 2015 JOB NO.: 140238 FILE NAME: 140238-04—WALL—DET SCALE: AS SHOWN SHEET NO.: 16. 4OF