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LEGEND WALL --- SHEET LAYOUT PHASE LINE LANDSCAPE GRADE - - - - - - - PROPERTY LOT GRADE FLOWLINE — PILASTER CIL CENTERLINE 0-/7Y OF BAKERSFIELD vo*� TRACT 6419 PHASE 2 IWA 01MV W -,,AW- YAW PROJECT w LOCATION 0 U I;I:T:J1 SNOW ROAD 114 �o QF P/L PROPERTY LINE � Q O N LO U Q U c0 �_ d z z N 0 03 a 0 N m o to 5) �] F- Li = FG FINISH GRADE = U ` IL I — LL a O z F +— mooti m °}° LU c m a }a Z W � ® 3 d HP HINGE POINT a �' I 2 ffi 2+ �' w �° P° so so - \ Zz VI C1 NI TY MAP TW TOP OF WALL 5y U - BCR BEGIN CURB RETURN -PRADO DEL - �41 REY COURT— — — — COSTA BLANCA DRIVE W NO SCALE ECR END CURB RETURN 0 1 37 so m I W PRC POINT OF REVERSE CURVE �( 9Isv Q x A42 40 0 TC TDP OF CURB E- x 1 u 1 48 40 4a PUBLIC WALLS: 1, 793 LF FL FL FLOWLINE 48 �___ 444a --,- 8C BEGIN CURVE I - �_ _ - �- - - EC END CURVE I RIVIERA DEL SOL DRIVE -1— — _ _ _ _ _ _ _ _ _ - y+ n� — DEL�PALMA DRIVE _ _ / � _ _ SHEET INDEX GB GRADE BREAK ` o a a r e a 4 a 9 i I A W KEY MAP 1 "=200' LEGAL DESCRIPTION LOT 1 OF TRACT MAP 6761 RECORDED SEPTEMBER 30, 2008, IN BOOK 59 OF MAPS, PAGES 42 THROUGH 45, IN THE OFFICE OF THE KERN COUNTY RECORDER, LOCATED IN THE SOUTH HALF OF THE SOUTHWEST QUARTER OF SECTION 31, TOWNSHIP 28 SOUTH, RANGE 27 EAST, MOUNT DIABLO BASE & MERIDIAN, IN THE CITY OF SHAFTER, COUNTY OF KERN, STATE OF CALIFORNIA. BENCHMARK ®TOP OF KERN COUNTY SURVEYOR CONCRETE MONUMENT WITH 2" BRASS CAP IN LAMPHOLE MARKED STA 344+52.89, 1-25-11, AT THE INTERSECTION OF 7TH STANDARD ROAD AND CALLOWAY DRIVE AS SHOWN ON RECORD OF SURVEY NO. 3222, RECORDED IN BOOK 27 OF RECORD OF SURVEYS AT PAGE 194, O.R. ELEVATION = 399.09 BASIS OF BEARINGS THE BEARING OF NORTH 02° 10' 50" EAST FOR THE WEST LINE OF THE NW 1/4 OF SECTION 31, TOWNSHIP 28 SOUTH, RANGE 27 EAST, M.D.B.&M., AS SHOWN ON TRACT NO. 6761 RECORDED IN BOOK 59 OF MAPS, PAGE 43, O.R., WAS USED AS THE BASIS OF BEARINGS FOR THIS MAP. ENGINEER'S CERTIFICATE e I HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH THE CITY OF SHAFTER ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. M i AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND M ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, N AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. w v DATE MATTHEW J. BARNES R.C.E. 79145 1 - COVER SHEET 2 - GENERAL NOTES 3 - ETCHART ROAD SOUTH WALL 4 - ETCHART ROAD SOUTH WALL 5 - CALLOWAY DRIVE EAST WALL DETAIL SHEET CITY OF BAKERSFIELD 9/2- s1�s TRAFFIC ENGINEER DATE ASSISTANT PUBLIC WORKS DIRECTOR DATE CITY OF BAKERSFIELD APPROVED BY: PUBLIC WORKS DIRECTOR - CITY OF BAKERSFIELD DATE NICOLAS FIDLER, R.C.E. 61069 - EXP. 12-31-16 D -'E C — CA IIIII CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH THE GENERALLY ACCEPTED CONSTRUCTION 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 FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. UNAUTHORIZED CHANGES AND USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. U) w � Q O N LO U Q U c0 �_ d = 0 z N 0 03 a 0 N m o to 5) �] F- Li = U C= = U V) U 0• Z LL a O z Y O Q mooti m °}° LU c m a }a Z W � ® 3 d �. z 0 U W 0 m m W Q 0 n m W U z Qw MZ U =; z w w~ =W � o Uj M C O 0. w � Q O N LO U Q U c0 �_ d = 0 N 0 03 a C w w C:) N m o to 5) �] F- Li = U C= = U U 0• Z LL a O z Y O Q mooti m °}° LU c m a }a Z W � ® 3 d �. d z z z a o LL z J W U N ; 0 �cr w Q c _ o. w N CL z O z , JW n = ado. Via= o z zoo UUP W 00cc PLOT QA. TEvs, 20, 2015 JOB NOOU:G 130190.02 FILE NAME: 130190.02 -WALL -EC -COV SCALE: AS SHOWN SHEET NO.: 1 OF 6 GENERAL NOTES BLOCK TYPE. MORTARED 8 "X8 "X 16" CONCRETE BLOCK WALL: HEIGHT VARIES (SEE PLANS) COLOR: TO BE DETERMINED PATTERN: TO BE DETERMINED 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 (66 1) 326-3049 PARKS DEPARTMENT (661 )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 DECEMBER 12, 2013 (PROJECT No. 022-13156) 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 27. ABOVE OPTIMUM MOISTURE AND COMPACTED TO 907. 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 FDX 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" (NOI) 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. 25. SITE PREPARATION SHALL CONFORM WITH THE APPROVED GRADING PLANS AS WELL AS THE GRADES SHOWN ON THESE PLANS. AFTER THE SITE HAS BEEN STRIPPED, AND PRIOR TO PLACING ENGINEERED FILL, THE EXPOSED EXISTING GROUND 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 OF SOILS EXPOSED AT 'THE EXCAVATION BOTTOMS. IN AREAS OF THE SITE WHERE CUTS EXCEED TWO (2) FEET BELOW EXISTING GROUND, COMPACTION OF THE NEAR SURFACE SOILS SHALL CONSIST OF THE TOP ONE (1) FOOT OF EXPOSED Onto 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 107. PASSING THE #200 US STANDARD SIEVE. ALL BACKFILL SHALL BE COMPACTED TO 90% 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. 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. .3. 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 907. RELATIVE COMPACTION OR PER THE PROJECT SOILS REPORT, DATED DECEMBER 12, 2013 BY KRAZAN AND ASSOCIATES (PROJECT NO. 022-13156), WHICHEVER IS GRE4TER- . 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 FOOTrNG 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 N), AND SHALL BE MADE WITH LIGHTWEIGHT AGGREGATE. MASONRY f'm=1,500 PSI MIN. UNLESS OTHERWISE NOTED ON THE PLANS. D. TYPE /I 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 IN 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 1Y2" 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 90% RELATIVE COMPACTION OR GEOTECHNICAL ENGINEER'S RECOMMENDATION, WHICHEVER IS 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 -FEET 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. w U z Qw J4mz �0z w w0 S w ¢� 1:2 IL m 0 w 0 x w Q o 0 0 Li 1 Q rn0 o U w z ro 0 w o o ^ o n N U N cn cfl 3 w m W � v v C3 N 000 ~ YX m o ¢ W ¢ ncnmi w3 0 LX 4- z = U Z OU LL a 0 Z Y O a � m m o c m Z CL C cf z cl) z :5a � Z J ui (.� N W LIL o W 0 O ¢cr O. 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Ci O H W N N I- O Z) Q W Q 3 V) m F- LELj = V cm= z = U W o U OZ aa® LL za 0 z � Y D a O m � m F 0 cuw `v ry-Z 0 0 to Q > m Z w Of 0 PLOT DATE: AUGUST 20, 2015 JOB NO.: 130190.02 FILE NAME: 130190.02-WALL-EC-PLAN.DWG SCALE: HORIZ. 1 "=40' VERT. 1 "=2' SHEET NO.: 4OF6 Z Z cicJ 0 Q J U N I- LL O COzO WT P/w' QQ C/ W o aa® O z J® QOV ry-Z 0 0 to in III PLOT DATE: AUGUST 20, 2015 JOB NO.: 130190.02 FILE NAME: 130190.02-WALL-EC-PLAN.DWG SCALE: HORIZ. 1 "=40' VERT. 1 "=2' SHEET NO.: 4OF6 LJ pe) o O Q rn NL V w Q U1- 0 C _ O 0 CD O K OO W ^ ^ p vii N O C14 U) w Ckf m 0 N m Ld H >i K 0 o¢ w aOF (n m H 4- x U 2 = OZ LL a O Y a C7 m 0 O `v m a Z W U of Z /., Z Z 5 a LL Z J W� UNWC LL" o wow cccs)WCL W N o W CL - zD LJ J® = a�g qt � U, Q g^ o z zz QDJ W 00 W PLOT DATE: AUGUST 20, 2015 JOB NO.: 130190.02 FILE NAME: 130190.02 -WALL -CA. DWG SCALE: HORIZ. 1"=40' VERT. 1 "=2' SHEET NO.: 5 OF 6 ER b/ a Lu n > v N. M a x W Li W W z c� z W F- U cy 0 IL o Li N " Q 0 w MORTAR CAP z MORTAR CAP 0 Z OC,4^^ Z U N N cD U I m W v v � 00 N = o MORTAR CAP = U OLd Z Li = U O U z I` c N JW _ D 114 HORIZ.0 24" O.C. (TYP.) _ qQ � m C7 m (c) vJ cp' F Q O 1- W00 J 0] Z \ I n CK z 0 THK. CMU (f'm 1, 500PSI) #4 HORIZ.@ 24" O.C. (TYP.) #4 HORIZ.@ 24" O.C. (TYP.) FULLY GROUTED i � U I I o I #4 VERT. 24" 0. C. #4 VERT. 24" 0. C. CENTERED 0 I CENTERED 6" THK. CMU i 6" THK. CMU IZ #4 VERT. 16" O.C. (f'm-1,500 PSI) (w w (f'm-1,500 PSI) m I CENTERED FULLY GROUTED i J FULLY GROUTED O I Lu `O W CL z_ I `I 0 LJ CL 8" THK. CMU O I >c 1,500 PSI) o FULLY GROUTED I 00 cl�CL s" THK. CMU 00I � (f'm-1,500 PSI) I FINISHED LOT GRADE �� 8" THK. CMU N (f'm 1,500 PSI) 00" FULLY GROUTED FULLY GROUTED '� CLEAR MIN i APPLY SEALANT ON /•-r."� /`�- ` `:-..: * APPLY SEALANT ONGRADE, I 0$-20) WALL BELOW �`r`...;\ \\ \;, ;�; `\\ / '�^�; \' \ WALL BELOW GRADE CLEAR MIN BOTH SIDES. \, BOTH SIDES. ( I FINISHED LANDSCAPE GRADE FINISHED LOT GRADE w 0 � o %APPLY SEALANT ON \>,\',,,� .,\ .\ �.\,:\; �.\;,\ .\ \ �\, \r,\• �\;�, 1 2" IN ROCK WRAPPED' \/,. r\r, / v II � , \ �%,�.., ,};;�, �.;�;>;,, 12" DRAIN \`:��; '\\;\\c ".-• 1/2 DRAIN ROCK WRAPPED I � "5' < WALL BELOW GRADE ," x � rrw �r,r. IN APPROVED FILTER FABRIC IN APPROVED FILTER FABRIC CLEAR MIN yl. ,la,o r}\ \ �. ` �v N ,�o �i ,;�/ ► ` `` / INSTALL 1/2 G WEEP` o » ,�\ \\ I EXTEND TO 12 BELOW �� t/ire-\ ,�% %` » EXTEND TO 12 BELOW o r; GRADE (REQ'D WHEN��`fY `\� ` \. oo x v x v oo x : ': ' i s ��/ .:;. ,, ,,�, GRADE (REQ'D WHEN L�, OL @ 20 -FT O.C. ;, H ES l \ RETENTION > 2 -FEET) </ fir\ \ `� w i Zi i CL ;; RETENTION > 2 -FEET) Q _ ,:1 /2 DRAIN ROCK WRAPPED (n CL 0 IN APPROVED FILTER FABRIC U) C I 00 i FINISHED a LANDSCAPE GRADE I \// /' r/` \ \ \ % % :/�� " f ' ' 00 FINISHED a `o I ;% EXTEND TO 12" BELOW \ ' \ �1 � •\ FINISHED LOT GRADE •\a N g o `.\,i\.r �' a o % \; Y- `;;. , \/\�,,�� ., .., LANDSCAPE GRADE o GRADE (REQ D WHEN > 2 -FEET ) � / / /r r� :1 r : / r ,l /" r / �� r\fi�,/g �\/ \r� \ �\'(l\\�`112"0 .',/ �,r;•� \ \r \ \ \ `�./. "\ .Y %y\ \ / '' t!/ ` �/`/\lr r ?: r 1 r l r r r,\.���i\\r\,1 \ \r, �'\�/ r\'\.\ /,`<l :r it rri j.r� //•\r;. / //,`,/-/,,1//'/,� \i - ��/vr\j. /�/�.r. �>> .,� ,.../ .li..., .r,., '-'"\ / ��, .,l ..: � ';<' INSTALL WEEP L .'i\/ ✓` \ / % 'i\>..` �` \✓\ .\ ..i,',: / '`,:;J>/ ,r/r i f r ,fir'// �// f / l /, ,`' r \r, , }..,,%.,,�r�. �!\.,, Y\ \\''-•\`\ Y \w\ \\Y \x'. �� .�,,,\/ .RETENTION �.-:��; ��,.; \;l `_:l`y�ii .:l\./;�, /,.:/�;'.�.: ..:•//:;;�.\/,\;^f.Y�,:%i%'��l.i/J../\. �•� \ \r, » INSTALL 1 2 0 WEEP r� ,%� .\�, .,.`r \ w Z _ .�.,,\�..�„, !\\r /� \>. , , / \ Z' , j `.' HOLES @ 20 -FT O.C. / \ r # \ i l ri fr 1� HOLES @ 20 -FT O.C.' \, \ \ i --,�` I — 1w . i ,. , .: /. \, „ o w \/i/~��� O. C.;.,, •;= '', BOTH 3"%% 1 ' ®R i^iii �\� \ \,'"\ \ \ �,\ � 0'-6” ��.�\`r.. / }1 #4 © 16 O.C. i\i'� ��%i BOTH WAYS 01-6" �� }WAYS r,\ MIN. \ ,, � TOP OF FOOTING 4`' r�`r/� �',�\ 1\r��,, 1 \�\J� \ �' -----�i TOP OF FOOTING \ �,.� , .•,� 1. ,� �•, , \: , T; : `. T G /\ ../\ OP OF FOOTIN �• \' •. , PER PROFILE \\�\. ^ , PER PROFILE A PER PROFILE ..,.-.;,� *2'x4" MORTAR KEY 4 3"0 I.D. o 2"x4" MORTAR KEY G 3 1. D. ' ' Z w * 2"x4" MORTAR KEY "0 • �°° a.-.° i #4J BAR @ 24" O.C. � w d� a_ i �. BEND #4 J BAR @ 16 0.0 a 3 I.D. BEND w I #4 @ 16 O.C. p° • ° ' . a BOTH WAYS C ` O- . _ 4 b.' fj #4 @ 16" O.C. -...-_�T�._. .... . �_ ._� -_ . - . - _ - _. BOTH WAYS - —_—.—.—.--- I — : — —. — -- . _ . _ p -3„ IN. _ —�—�—�—_— i Z2 . �-- MIN. _ o — #4 @ _ _ 16" O.C. _ � .__ MIN. --------`— _ � —` BOTH WAYS` #4 @ 16" O.C.- —.—. 0'-3„ BOTH WAYS - —'—� MIN. — — — — — -- — OVEREXCAVATE 1 -FOOT MIN. AND - - — ---�- — __ ___ OVEREXCAVATE 1 -FOOT MIN. AND -Z..—, _ OVEREXCAVATE 1 -FOOT MIN. AND 7'-0" 1'-6" RE -COMPACT @ 90q RELATIVE � 0'-6" 2'-3" RE -COMPACT @ 90% RELATIVE 0'-6" 2'-6" RE -COMPACT @ 90q RELATIVE — COMPACTION OR PER GEOTECHNICAL COMPACTION OR PER GEOTECHNICAL COMPACTION OR PER GEOTECHNICAL 2'-6" REPORT, WHICHEVER IS GREATER 2'_9" REPORT, WHICHEVER IS GREATER 3'-0" REPORT, WHICHEVER IS GREATER *WET SET MAY BE USED IN LIEU OF MORTAR KEY WET SET MAY BE USED IN LIEU OF MORTAR KEY *WET SET MAY BE USED IN LIEU OF MORTAR KEY **SEALANT PER CBC CURRENT EDITION. MATERIAL SHALL BE APPROVED BY THE SEALANT PER CBC CURRENT EDITION. * * "SEALANT SEALANT PER CBC CURRENT EDITION. CITY ENGINEER PRIOR TO CONSTRUCTION. MATERIAL SHALL BE APPROVED BY THE MATERIAL SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO CONSTRUCTION. CITY ENGINEER PRIOR TO CONSTRUCTION. 1 WALL SECTION 1 NTS (2)WALL SECTION 2 NTS 3 WALL SECTION 3 NTS r LOT SIDE 12 X12"X8" SPLIT FACE PILASTER . BLOCK (PER MANUFACTURES SPECS.) s 0.2" DEEP CAULKING @ EXPANSION JOINT 4- 4 VERT. BARS 3 TIES @ 8" O.C. ' "t HORIZONTAL REINF. BACKER ROD g. ' ' a" " 2- 4 TIES SPACED @ 12O.C. STREET SIDE 6- 4 REBAR 10" EXPANSION JOINTS MUST EXTEND VERTICALLY EVERY 60FT. O.C. ALONG WALL. JOINT MUST NOT CONTAIN ANY IMCOMPRESSIBLE MATERIAL 1'-6" (EX. GROUT OR MORTAR) EXTEND CAULKING 6" BELOW GRADE 3" CLEAR RE/NF. PER WALL SECTIONS MIN 4 FOOTING DETAIL NTS 5 PILASTER DETAIL NTSSTEP ER b/ a Lu n > v N. M a x W Li W W z c� z W F- U cy 0 IL o Li N Q 0 w 4ce z z a o 0 Z OC,4^^ Z U N N cD U w m W v v � 00 N = o 0 = U OLd Z Li = U O U z I` c N JW _ D Y Q _ qQ � m C7 m (c) vJ cp' F Q O 1- W00 J 0] Z \ n CK z 0 a U W 0 m Q 0 ER b/ a Lu n > v N. M a x W Li W W z c� z W F- U cy 0 IL o Li Q 0 w 4ce z z a o 0 a OC,4^^ Z U N N cD U w m W v v � 00 N = o _j L0 N m F— Lam. ?s = U OLd Z Li = U O U z I` c LL a a Z JW _ D Y Q _ qQ � m C7 m (c) vJ cp' F Q O 1- W00 J 0] Z \ n (70T7DATE: 20, 2015 JOB NO.: 130190.02 FILE NAME: 130190.02—WALL—DE? SCALE: AS SHOWN SHEET NO.: 6OF6 z 4ce z z X a O_ Z J V N; OLd W I` o O z JW _ D Q M O _ qQ � Z !4� Of M (c) vJ 'o Ld Z z O `* Q O 1- W00 J M J W mn (70T7DATE: 20, 2015 JOB NO.: 130190.02 FILE NAME: 130190.02—WALL—DE? SCALE: AS SHOWN SHEET NO.: 6OF6