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HomeMy WebLinkAbout1.4-6419 Ph 2 Record DrawingKnow what's below. 0111 before you dig. LEGEND CITY OF BAKERSFIELD TRACT 6419 - BLOCK WALL /&I�PRO ETCHART ROAD SHEET 3 SHEET 4-- z — z 11LL1 o F x = v a, sI I/ 51 Iz ss 21 22 28 24 95 o I – -PRADO DEL REY COURT— – a � I I � H w 0050 ILA kl. WALL w W SHEET LAYOUT 0.i PHASE LINE FAMA LANDSCAPE GRADE — — — — — — — PROPERTY LOT GRADE Z 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 GB GRADE BREAK CITY OF BAKERSFIELD TRACT 6419 - BLOCK WALL /&I�PRO ETCHART ROAD SHEET 3 SHEET 4-- z — z 11LL1 o F x = v a, sI I/ 51 Iz ss 21 22 28 24 95 o I – -PRADO DEL REY COURT— – a � I I � H w 0050 ILA kl. PANA, SHEET INDEX w W 0.i rdlom FAMA 114 PEA FAA, VAN Z WA WA AVON PAM A CALLOWAY DRIVE EAST WALL O DETAIL SHEET a U J O w^ 0 N Q NLi (D N(0= �Z w --aU w m W d' vN w� N W Aid �PA I.APOA K ;ejA N m Fw-- poopm x W a Z U C/)? W LdCL =m U OZ i LO LL a 2 0- ,�W m = O D 0 s_ PANA, SHEET INDEX w W 0.i rdlom FAMA PAN PEA FAA, VAN Z WA WA W1 A PAM A CALLOWAY DRIVE EAST WALL O DETAIL SHEET a U J O w^ 0 N Q NLi (D N(0= �Z w --aU w m W d' vN w� N W Aid �PA I.APOA K Y N m Fw-- =W x 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. E ENGINEER'S CERTIFICATE >? 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. I 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. U m DATE MATTHEW J. BARNES R.C.E. 79145 All FE , �% '2 T PLANS PROJECT ••�► LOCATION W O62Q U ETCHART ROAD SNOW ROAD U c O VICINITY MAP NO SCALE PUBLIC WALLS: 1, 793 LF w x SHEET INDEX w W 0.i w co 1 – COVER SHEET a – GENERAL NOTES Z ETCHART ROAD SOUTH WALL cr ETCHART ROAD SOUTH WALL m = O CALLOWAY DRIVE EAST WALL O DETAIL SHEET a U 01LC�� r •-^ NL �/ Iry�111i TLL� /�. 7✓-2l?� �� t2-31- i�� S ��zv s' C Ian L' w ¢ ¢ N 89 U .6-30- OFC 6-30-O C j.� x CITY OF BAKERSFIELD 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 kurien ACyh-'C-CA mI 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. / • 4 — &4 -le CITY RECORDS NO.: U) Z 0 z 0 U W 0 m m W Q 0 W U NO Qff)to0W w co N Zw Z Q Q Z U cD Xw a m = O O MZ a J O w^ 0 N Q NLi (D N(0= �Z w --aU w m W d' vN w� N W 1=- Y J O� K Y N m Fw-- =W x W a Z U C/)? W LdCL =m U OZ i LO LL a 2 0- ,�W m = O D 0 s_ Z W rIlam 0 w o Z IL w r Q �o o m c C 0 Qff)to0W co N U Z Q Q Z U cD La d m = O O Z a J O w^ n N Q NLi (D N(0= Q --aU w m W d' vN N W 1=- Y J O� K Y N m Fw-- x W a Z U C/)? W LdCL =m U OZ i LO LL a 2 0- ,�W = O D jai s_ Z rIlam w�i.a Oo o Z IL w r Zo> 0x-10 o m c Z Ld U Q In d Z co -1< Z Z ( . 0 LL W (.� N W U- acr C/)? W LdCL =m o N L 0- ,�W = Quo jai Z w�i.a \ o Z IL w zoo o12o Zo> 0x-10 PLOT AAUGUST 2012015 130190. 2 FILE NAME: 130190.02-W -EC- SCALE: AS SHO N SHEET NO.: h, 1 OF 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: (661) 326-3049 PARKS DEPARTMENT: (661 )326-3117 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 BLO�K 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. In z 0 N Of 2. COMPACTION TESTING SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND 28. BLOCK COLOR SHALL BE UNIFORM IN TEXTURE AND COLOR PER LAYOUT ON THESE PLANS. m LOCATION OF REQUIRED TEST SHALL BE DETERMINED BY THE CITY ENGINEER. J. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY 29. ALL PROPER SAFETY PRECAUTIONS, INCLUDING SHORING AND BRACING OF WALL SHALL BE PROVIDED BY THE WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT OF WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, CONTRACTOR ESPECIALLY IN THE EVENT THAT FULL HEIGHT GROUTING M OD IS USED. tom° Set ®�'"' ` Oyq� 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. 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 W '- 4. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. A CITY ENCROACHMENT PERMIT THE DEPTH OF THE FOOTING, WHICHEVER IS LESS. n Asa. "' C C)OR x SHALL BE OBTAINED FROM THE OFFICE OF THE CITY ENGINEER FOR ALL WORK TO BE PERFORMED IN THE CITY RIGHT-OF-WAY. 31. QUAD KNOPF SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO, OR USES OF THESE PLANS. ALL q� cl\" 16 CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY QUAD KNOPF. aFca��F 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 32. CONTRACTOR SHALL NOTIFY QUAD KNOPF, INC. OF ANY AND ALL CONFLICT3 BETWEEN CONTRACT DRAWINGS AND ACTUAL EXISTING UTILITIES AND UNDERGROUND PIPELINES BEFORE COMMENCING WORK. CONTRACTOR ASSUMES ALL LIABILITY FOR SITE CONDITIONS PRIOR TO COMMENCING ANY WORK IN QUESTION. ANY AND ALL DAMAGES TO EXISTING UTILITIES OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE, PRESERVE, AND ' PROTECT ANY AND ALL UNDERGROUND UTILITIES AND PIPELINES. 33. RETAINING WALLS SHALL BE BACKFILLED WITH FREE -DRAINING SOIL CONST TING OF CLEAN SAND OR SILTY SAND WITH s� � i11 t. " LESS THAN 10% PASSING THE #200 US STANDARD SIEVE. ALL BACKFILL SLIALL BE COMPACTED TO 9090 OF THE DENSITY 6. ANY TRENCHING CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH THE STANDARD REFERENCED ABOVE. CITY STANDARDS. NEER 34, CONTRACTOR SHALL PRESERVE ALL CONSTRUCTION SURVEY STAKES AND PROPERTY LINE MARKERS WHEN REASONABLY 7. THE CONTRACTOR SHALL REMOVE AND/OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET RIGHT-OF-WAY AS DIRECTED POSSIBLE. ANY STAKES OR MARKERS REQUIRING REPLACEMENT BY THE D ELOPER'S ENGINEER SHALL BE DONE AS BY THE CITY ENGINEER. "EXTRA WORK" Ln 2t f a 8. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING 35. CONTRACTOR SHALL NOTIFY QUAD KNOPF, INC. A MINIMUM OF 3 WORKING DAYS PRIOR TO COMMENCEMENT OF WORK do�y�� Z ��� THE COURSE OF CONSTRUCTIONTHIS THE SAFETY ALL RSONS S �NUOUSL CNOT A ROHERCO;THAT REQUIRING STAKING FOR PROPER SCHEDULING. ����S C', AF HOURSAND BEU�MITED TOING REQUIREMENT HAL�NAPPLYT ND NORMA� WORKINGF NTRACTORI 3a 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. STRUCTURAL NOTES 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 1. DESIGN IS PER C.B.C. CURRENT EDITION AND CITY OF BAKERSFIELD REQUIREMENTS. � (PROJECT No. 022-13156) AS WELL AS APPENDIX J OF THE 2013 CALIFORNIA BUILDING CODE, AND AS DIRECTED BY MASONRY f'm=1,500 PSI (SPECIAL INSPECTION REQUIRED). a) THE CITY ENGINEER. w 2. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60. 10. ALL EXISTING IMPROVEMENTS THAT ARE REMOVED, DAMAGED, OR UNDERCUT SHALL BE REPAIRED OR REPLACED AS A. REINFORCEMENT SPLICES SHALL BE AS SHOWN ON DRAWINGS AND SHALL BE 72 BAR DIAMETERS MINIMUM UNLESS DIRECTED BY THE CITY ENGINEER, AT THE CONTRACTOR'S EXPENSE. NOTED OTHERWISE. STAGGER ALL ADJACENT HORIZONTAL SPLI E POINTS 6 FEET MINIMUM. ALL LAP SPLICES SHALL BE WIRE TIED BOTH ENDS. ALL REINFORCING SHALL BE ECURELY HELD IN THE PROPER PLACE, BEFORE 11. THE OFFICE OF THE CITY ENGINEER SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF THE PLACEMENT OF ANY FILL AND DURING GROUTING. Z MATERIAL. w Q W 3. FOUNDATION CONCRETE SHALL ATTAIN A 28 DAY COMPRESSIVE STREN TH OF 2,500 P.S.I. ® 28 DAYS. DESIGN BASED 0° 12. FILL MATERIAL SHALL BE SUBJECT TO THE APPROVAL OF THE SOILS ENGINEER. ON 2,500 P.S.I. (SPECIAL INSPECTION NOT REQUIRED) w 14. ALL FILL MATERIAL SHALL BE MOISTURE CONDITIONED TO AT LEAST 2% ABOVE OPTIMUM MOISTURE AND COMPACTED TO 4. CONTRACTOR SHALL OVEREXCAVATE A MINIMUM OF 1 -FOOT BELOW THEFOOTING AND BACKFILL AND COMPACT TO 90% W U o 9090 RELATIVE DENSITY, AS DETERMINED BY TEST METHODS REFERENCED IN THE 2013 CALIFORNIA BUILDING CODE RELATIVE COMPACTION OR PER THE PROJECT SOILS REPORT, DATED Di CEMBER 12, 2013 BY KRAZAN AND ASSOCIATES a - APPENDIX J, AND SO CERTIFIED BY TESTS AND REPORT FROM THE SOILS ENGINEER. (PROJECT NO. 022-13156), WHICHEVER IS GREATER. ALL SOILS TESTING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL COMPLY WITH THE CITY OF BAKERSFIEL PUBLIC WORKS DEPARTMENT AND BUILDING 15. CONTRACTOR SHALL BE IN CONFORMANCE WITH THE SJVAPCD AIR QUALITY STANDARDS AND MITIGATION MEASURES. DEPARTMENTS. CONTRACTOR SHALL NOT POUR THE FOOTING UNTIL ALL COMPACTION TESTING HAS BEEN APPROVED BY m THE CITY OF BAKERSFIELD PUBLIC WORKS AND BUILDING INSPECTORS. 16. ALL CONSTRUCTION EQUIPMENT SHALL BE PROPERLY AND ROUTINELY MAINTAINED, AS RECOMMENDED BY MANUFACTURER�l THESE PLANS. a W MANUALS, TO CONTROL EXHAUST EMISSIONS. 5. CLEAR SPACING FOR REINFORCING SHALL BE 3" UNLESS OTHERWISE STATED ON Q o 6. CONCRETE MASONRY UNITS SHALL CONFORM TO THE REQUIREMENTS LI TED IN THE LATEST EDITION OF THE CALIFORNIA 17. CONSTRUCTION EQUIPMENT SHALL BE SHUT DOWN WHEN NOT IN USE FOR EXTENDED PERIODS OF TIME TO REDUCE BUILDING CODE. EMISSIONS ASSOCIATED WITH IDLING ENGINES. A. GROUT SHALL ATTAIN A MIN. 28 DAY COMPRESSIVE STRENGTH OF 3,000 P.S.I. AND COMPLY WITH ASTM C476. uj M o 18. ELECTRIC CONSTRUCTION EQUIPMENT SHOULD BE USED WHENEVER POSSIBLE IN LIEU OF FOSSIL FUEL -FIRED EQUIPMENT. 'a 00 W B. MORTAR SHALL CONFORM TO C.B.C. AND ASTM C270 TYPE S. IN. 28 DAY COMP. STRENGTH SHALL BE 1,800 Z v 1 19. DUST CONTROL: IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREVENT A DUST NUISANCE ORIGINATING FROM THE P.S.L, MIN. o o z a SITE OF WORK AS A RESULT OF HIS OPERATIONS DURING THE EFFECTIVE PERIOD OF THIS CONTRACT. PREVENTATIVE Q o E Q MEASURES TO BE TAKEN BY THE CONTRACTOR SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING; C. ALL MASONRY UNITS SHALL BE ASTM C90 GRADE N (I OR Il), A SHALL BE MADE WITH LIGHTWEIGHT AGGREGATE. " W � 0 N m MASONRY f'm=1,500 PSI MIN. UNLESS OTHERWISE NOTED ON THE PLANS. o ~ Y o o Lu A) OBTAIN AN APPROVED DUST CONTROL PLAN FROM THE SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT. D. TYPE II MASONRY UNITS, IF USED, SHALL NOT BE MOIST, AND SHALL BE AGED SUFFICIENTLY TO ACHIEVE CLIMATIC � /n D Z : Li U B) WATER SHALL BE APPLIED TO ALL UNPAVED AREAS AS REQUIRED TO PREVENT THE SURFACES FROM BECOMING DRY BALANCE. 6 ENOUGH TO PERMIT DUST FORMATION. O C) PAVED SURFACES OVER WHICH VEHICULAR TRAFFIC IS PERMITTED TO TRAVEL SHALL BE KEPT FREE OF DIRT. E. SET ALL MASONRY UNITS PLUMB, TRUE TO LINE, AND LEVEL UNL SS OTHERWISE NOTED ON THE DRAWINGS. LAY Y D) WHEN MATERIALS ARE TRANSPORTED OFF SITE, ALL MATERIAL SHALL BE COVERED OR EFFECTIVELY WETTED TO LIMIT UNITS IN FULL HEAD AND BED JOINTS OF 3/8" THICKNESS. STRIKE OFF EXCESS MORTAR FLUSH WITH FACE. FOR a VISIBLE DUST EMISSIONS, AND AT LEAST SIX INCHES OF FREEBOARD SPACE FROM THE TOP OF THE CONTAINER ALL EXPOSED JOINTS, WHEN THUMBPRINT HARD, TOOL TO OBTAN A DENSE, UNIFORM CONCAVE JOINT. CLEAN SHALL BE MAINTAINED. MORTAR FINS PROJECTING MORE THAN ONE-HALF INCH FROM INSIDE CORES, AND REMOVE DROPPINGS FROM m ca BOTTOM OF CELLS PRIOR TO GROUTING. CCS 17. ALL OPERATIONS SHALL LIMIT OR EXPEDITIOUSLY REMOVE THE ACCUMULATION OF MUD OR DIRT FROM ADJACENT PUBLIC ¢ a ® Z STREETS AT THE END OF EACH WORKDAY. (THE USE OF DRY ROTARY BRUSHES IS EXPRESSLY PROHIBITED EXCEPT F. GROUT WALLS ONLY AFTER MORTAR HAS CURED 24 HOURS. WALLS SHALL BE GROUTED IN 4'-0" MAXIMUM o WHERE PRECEDED OR ACCOMPANIED BY SUFFICIENT WETTING TO LIMIT THE VISIBLE DUST EMISSIONS. USE OF BLOWER VERTICAL LIFTS. ALL WALLS SHALL BE GROUTED SOLID (FILL ALL CELLS SOLIDLY) U.N.O. ON DRAWINGS. DEVICES IS EXPRESSLY FORBIDDEN). G. ALL GROUT SHALL BE VIBRATED INTO PLACE WITH A PENCIL TIP V BRATOR. 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE WORK PERFORMED IN ACCORDANCE WITH THE APPROVED PLANS AND i �� H. KEY GROUT POURS BY HOLDING TOP OF GROUT 1/2 BELOW OP OF BLOCK. DO NOT STOP GROUT LIFT AT V Z SPECIFICATIONS AND IN CONFORMANCE WITH THE PROVISIONS OF THE CALIFORNIA BUILDING CODE REINFORCED BOND BEAMS. ' � Z 19. ALL CONSTRUCTION PERSONNEL SHALL BE TRAINED IN SENSITIVE SPECIES IDENTIFICATION AND AVOIDANCE TECHNIQUES 7. EXPANSION JOINTS SHALL BE CONSTRUCTED IN EACH PILASTER IN ALL WALLS AND MAXIMUM DISTANCE BETWEEN - AND BE INSTRUCTED TO BE ON THE LOOKOUT FOR KIT FOX SIGNS DURING EARTH DISTURBANCE PHASES OF EXPANSION JOINTS OF 60' IN WALLS WITHOUT PILASTER. EXPANSIO JOINTS SHALL BE FREE OF ALL MORTAR AND CONSTRUCTION. ANY EVIDENCE OF SUCH SIGNS SHOULD BE AVOIDED AND REPORTED TO THE REVIEWING AGENCIES FOR GROUT FROM TOP OF FOOTING TO TOP OF WALL. RESOLUTION. COMPLETE BIOLOGICAL CLEARANCE SURVEY SHALL BE PERFORMED AS REQUIRED BY CITY ORDINANCE. 0 Z 8. COMPACT BACKFILL TO 90% RELATIVE COMPACTION OR GEOTECHNICAL ENGINEER'S RECOMMENDATION, WHICHEVER IS J W 20. THIS PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A GREATER. HAND COMPACT BACKFILL IN MAX. 1' LIFTS A DISTANCE EQUAL TO RETAINED HEIGHT BACK FROM FACE OF "NOTICE OF INTENT" (N01) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER WALL. RETAINED UNDISTURBED NATIVE SOILS NEED NOT BE COMPACTED. N W ASSOCIATED WITH CONSTRUCTION ACTIVITY (ORDER NO. 2009-009-DWQ, AND AMENDED BY 2010-0014-DWQ) MUST BE LL. w O FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION 9. WHERE RETAINED GRADE IS 2 -FEET OR GREATER, CONTRACTOR SHALL PROVIDE 12" WIDE DRAIN ROCK WRAPPED IN A 0 CO Q a ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) WOVEN FILTER FABRIC FOR WEEP HOLES AS INDICATED ON THESE PLANS. S. TOP OF DRAIN ROCK SHALL BE A MIN. OF BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL 12 -INCHES BELOW FINISHED GRADE. FILTER FABRIC SHALL BE SUBMI ED TO AND APPROVED BY THE CITY ENGINEER W co a CL HOURS. PRIOR TO CONSTRUCTION. 0 N CONSTRUCTION W 21. AT THE INITIAL CONSTRUCTION MEETING PRIOR TO GRADING ACTIVITIES, ALL CONSTRUCTION WORKERS MUST BE INFORMED 10. ANY AND ALL TESTING REQUIRED SHALL BE THE RESPONSIBILITY OF THE' CONTRACTOR. g _ = z ' -j O J Z OF THE SYMPTOMS OF VALLEY FEVER. a , o J 11. CONTRACTOR SHALL VERIFY LOCATION OF UTILITIES PRIOR TO COMMENCEMENT OF WORK AND NOTIFY ENGINEER IF 22. ALL STATIONING IS BASED ON STREET CENTERLINE UNLESS OTHERWISE NOTED. ALL WALL OFFSETS ARE TO THE LOT FACE CONFLICT WITH UTILITIES EXISTS. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRS TO DAMAGED UTILITIES CAUSED Q ^ Y OF WALL, UNLESS OTHERWISE NOTED. BY HIS FORCES, BUT NOT COSTS TO RELOCATE IN THE EVENT OF PROPER NOTIFICATION AHEAD OF THE CONSTRUCTION. W 0 Z zoo aoz ALL 12. PROPER SAFETY PRECAUTIONS, INCLUDING SHORING AND BRACING OF WALL SHALL BE PROVIDED BY THE W .a00 w 0) J W 23. HEIGHT OF WALL SHALL BE 6'-0" MIN. MEASURED FROM THE HIGH GRADE SIDE OF THE WALL. CONTRACTOR, ESPECIALLY IN THE EVENT THAT FULL HEIGHT GROUTING METHOD IS USED. - J 10 10 H m 0 00 24. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING AND GRADING THE AREA ALONG THE WALL. LINE 13. CONTRACTOR SHALL PROVIDE POSITIVE FREE DRAINAGE AWAY FROM THE STRUCTURE AND MAKE EVERY EFFORT POSSIBLE TO PREVENT SUBGRADE SATURATION. PLOTTST 25. SITE PREPARATION SHALL CONFORM WITH THE APPROVED GRADING PLANS AS WELL AS THE GRADES SHOWN ON THESE 20 2015 PLANS. AFTER THE SITE HAS BEEN STRIPPED, AND PRIOR TO PLACING ENGINEERED FILL, THE EXPOSED EXISTING GROUND JOB NO.: SHOULD BE COMPACTED. THE DEPTH OF COMPACTION SHALL BE A MINIMUM OF TWO(2) FEET UNLESS OTHERWISE 130190.)2 FILE NAME: 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 130190.02-W -EC-COV SCALE: EXISTING GROUND, COMPACTION OF THE NEAR SURFACE SOILS SHALL CONSIST OF THE TOP ONE (1) FOOT OF EXPOSED C/lll AS SHO VN pw 2 SHEET NO.: 2 OF Z 0 U) w w W W Z C� z W U W 0 w CL m W Q 0 O 130190 22.00' O a rn . co W C–PLS N o U VERT. 1 a Q Q m= Q U c0 d O O CD OW 0 0 W>� WALL LEGEND p W N 6.00' 16.00' W U N (/7 c� W = w N m O W 00 !=: 0 0 M o� a o Z V) m {W- 'S W U /Q�`OU I`i —i r I—mW, Q M W = U OU LL LANDSCAPE GRADE a 0 Z Y Q 2 cy m m o W (a - - - - - - - PROPERTY LOT GRADE K W 6.00' 10.00' CL CL ® o' � LANDSCAPE EASEMENT 6" CLEAR - — - FLOWLINE — — PILASTER Y CIL CENTERLINE w o Lu J Z P/L PROPERTY LINE o I I FG FINISH GRADE LL- = I o I� HP HINGE POINT Lu o Q C TW TOP OF WALL ao LOT BCR BEGIN CURB RETURN 2.00' _I I ECR END CURB RETURN SIDEWALK2% 2% MIN. MAX v" PRC POINT OF REVERSE CURVE P 2 MAX• PA 20-- ' TC TOP OF CURB FL FLOWLINE BC BEGIN CURVE SECTION A A EC END CURVE NOT TO SCALE I 550' LINE OF SIGHT PER STA. 10+00.00, ETCHART ROAD = CITY OF BAKERSFIELD STA. 27+40.34, CALLOWAY STD. DETAIL T-7 1 - 10 0 - 11+00 r. N I - -- 395.94 TC - ---+-- - 12++-0-0 - -� - 13+00 ~ _ 00 - ---'—' - 1 - ECR 395.44 FL A - 396.50 TC 15+00 _ -----r-� 1'-- _' ---1-x+00- _ + _ Lu W 1 2 I BC co C:> O — _ — 396.00 FL 1 t/� + Lo .. .... �. `0 - — - : ' ' ' ;.. '— 396.76 TC `_' Wet BC R W 396.49 FL + 3 _ �- 0.209 -_ J tC r6 co p W z A . J J N 00 00 co:;:; 0 3' -12 V � rn CD 21 22 23 24 25 26 1 + /,D 0i I � I i1 I w s I 40' 0' 40' GALLOWAY DRIVE ETCHART ROAD STA. 10+94.43- 16 74.73 RIVERTON STREET SEE SHEET 5 ' HORIZ. SCALE: 1"=40' VERT. SCALE: 1 "= 2' 408'k 408 NOTE: WALL SECTION DIMENSIONS ARE APPROXIMATE ONLY. _ _ _ - CONTRACTOR SHALL FIELD VERIFY PRIOR TO CONSTRUCTION. 4064 06 I 404 404 402 to � � I 1 '� 402 WW W co — l -- I I I M — 400 'WA VJ I I I I I I I 00 I co I 1I 00 I 11 00 I 1 w^ V; + 400 -. 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DETAIL T-7 1 - 10 0 N 0 11+00 - I 395.94 TC - - 12+00- --� - 13+t_0_0 14+ p = — - - - G�NEER by ECR 395.44 FL —�_' - 15+pp - �W W >. I I o A 396.50 TC 396.00 FL BC �--�-�-6f 00_ 1 �Su r� ✓� �2 _ C:) + cU '_ I I I _.' J :..... , ,._� — . .... — :. ...�: — — .- _ - a_ - 396.76 396.26 TC FL PRC 1 W BC R W + \�Q / c� f? m as °` '° QQ 0 co- � ��d��yly� �`` - - - - - .: ;. 0.209 -c .3-913-49 FL (� 6-30 D .6-30-- �S/93a 3) T- - - - R�yl/ — — — — — — — — = E 0 CALIF L- Jo -----------`�' -------- -----.----------- ------- ----- X88- S9 -'E- -------------- ==12 I 521.228 —� O Lu o ELECTRICAL &COMMUNICATION -00— ► '- �- .� »%;3 .i -a, ASZG'�. )LLj._d, ,St �.q �� �� 00 n REVISION A, APPROVED BY: o 'Lo � U FACILITIES EASEMENT I `� � N w w I o z o 21 22 23 24 25 26 CATHERINE S. WILLIAMS DATE :. o R.C.E. NO. 75489 (EXP. 6-30-16) � d + a W • / I d Z MARIAN P. SHAW DATE R.C.E. N0. 32178 12-31-16) CALLOWAY DRIVE 0 I RIVERTON STREET 40' o' 40'ww LL, W (EXP. 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LOT TW TOP OF WALL PAVEMENT -T7.AX' 2O7,, MAX BCR BEGIN CURB RETURN � ECR END CURB RETURN PRC POINT OF REVERSE CURVE SECTION A A SECTION 8-B Tc TOP OF CURB NOT TO SCALE NOT TO SCALE FL FLOWLINE BC BEGIN CURVE ICURRENT I 0 EC END CURVE CENTERLINE I STA. 16+74.73, ETCHART ROAD 550 LINE OF SIGHT PER STA. 12+19.00, RIVERTON CITY OF BAKERSFIELD _ - - - - - STD. DETAIL T-7 co _ 17+00 _ + _ 18+00 - 19 00 20 00 21+0 0 - - - ��cnFESS�p� .� 397.05 TC - - - _ °� Z W 396.55 FL - - - _-�++ - 399.06 TCI W co E�j _ irk FUTURE A CENTERLINE - _ - - - - '� 398.56 FL < N . 54sr m co K. K. o J D� 3 % Lo R1W _ I --'i' - - - �-- 0.35 B 398.36 TC CB I= 6 30 W W W--- .,.. ,:. — :.. a i 397.86 FL _ 0.352 �- I— s�gTc C10- C OF OF (%� a— �� — +— — — — — -- — — — — — ': :' .:. ... . _ .. ..'" .' ! Lq MM C C _— 0- Z-' - -- ----L--- -------- -- ----- - R W - J A B -- ------- --- -- ------- H Vco ::. 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TC TOP OF CURB PAVEMENT ` .a' ' ' ' FL FLOWLINE BC BEGIN CURVE SECTION A A EC END CURVE NOT TO SCALE I CURRENT CENTERLINE I 1 STA. 16+74.73, ETCHART ROAD = ®"® '"' " ' mmmm " mm . ®.,oma 1 STA. 12+19.00, RIVERTON 550 LINE OF SIGHT PER �"'�' _ _ CITY OF BAKERSFIELD cf) STD. DETAIL T-7 _ _ 18+00 - 1 7+ OT 0 397.05 TC ------+- - - 19+00 20 00 - - 21+00 22+0 _�,� SNEER W 396.55 FL ECR - - — -�--t -�--� 399.06 TC W , - _ - 2 _ J FUTURE CENTERLINE 398.56 FLCO ct) S �`yo A 398.36 TCCB J 0 3 a 0 a 3. W d' <.-^'tom .::.; - ,' -. , R: . . --- 0.351 G. � w 0.35 9786 Fl rn VJ J -•e .. .f. W '� CO CL CO V �NI � WCo Q�n mol °�° ~ LO m 27 28 29 30 31 32 33 L5 00 LJV) � I 1 � I I I I RIVERTON STREET W 40' 0' 40' Q w ETCHART ROAD, STA. 16+74.73 - 22+97.84°° HORIZ. SCALE: 1"=40' W VERT. SCALE: 1"= 2' w 2W Ma - I � o 408 W 408 NOTE: o WALL SECTION DIMENSIONS ARE APPROXIMATE ONLY. 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J f- J —!� f- J J- 1 - J LL1 f- J o W to W Q_ to W W 0_ (n W (n (n W a_ (n W (� W W CL (n W [L (n W (n (n CL N W (� W W Q cn W D_ (n W (n (n W D_ (n L+J (n CO W W a_ (n W e PLOT DATE: C) AUGUST 2C, 2015 o: M — JOB NO.: 1301 9C 02 N388 i 388 FILE NAME: — — 130190.02-WALLC-PLAN.DWG SCALE: HORIZ. 1 =40' a I VERT. 1 =2' 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 SHEET NO.:4 of 6 c N 22.00' z O U) WALL LEGEND 6.00' 16.00' W z - - LANDSCAPE GRADE 0 - - - - - - - PROPERTY LOT GRADE 6.00' 10.00' 0 LANDSCAPE EASEMENT 6" CLEAR - — - FLOWLINE — — PILASTER J CIL CENTERLINE Lu o LQ J P/L PROPERTY LINE z ziFG FINISH GRADE LL. = 4 - 25 CL o HP HINGE POINT LuI Ea Q 0 CL TW TOP OF WALL Q) co LOT BCR BEGIN CURB RETURN 2.00' - -{" ECR END CURB RETURN SIDEWALK 2% 2% MIN.T PRC POINT OF REVERSE CURVE PAVEMEN 20X 2% MAX. , ,- „ MINE \', `; TC TOP OF CURB FL FLOWL(NE BC BEGIN CURVE SECTION A A EC END CURVE NOT TO SCALE STA. 27+40.34, CALLOWAY = STA. 10+00.00 ETCHART 21+00 22,+ 0 � 23+00 24+00 � 25+00 26+00 _® 27+00 2430 —� TC 397.15 o r co .65 650' LINE OF SIGHT PER W fF7L CITY OF BAKERSFIELD co 6' STD. DETAIL T-7 TC 396.21 _ CL N ,� rn R/W FL 395.71 A TC 395.84 TC 395.41 a W FL 395.34 J FL 394.91 O ..A ..y co J d. N . . • - t - :�, .� ) a, _� 3 VI Coad c2l W F.. TC 395.94 () co to Lo L FL 395.44 W :. A c� o + 0. 10 11 20 21 c6 RIVIERA DEL SOL DRIVE PRADO DEL REY COURT ETCHART ROAD -SEE SHEET 3 40' 0' 40' CALLOWAY DRIVE, STA. 20+50.42 -' 26+81.62 HORIZ. SCALE: 1"=40' VERT. SCALE: 1"= 2' 7 7 'k NOTE: WALL SECTION DIMENSIONS ARE APPROXIMATE ONLY. 408 CONTRACTOR SHALL FIELD VERIFY PRIOR TO CONSTRUCTION. 408 406 o .,� .,� .,� 406 _ a� V 404_ No- 404 I 1 _ 402 T co w 402 N �� 400 _ a o0 I I I 00 ao I I II � o W 400 1 w — _ co ZN -� wQ J °Q 0o PROPERTY LOT GRADE Z _ - - -- 398 I ( –_– I I �_ -m w 398 - - --� -- V LANDSCAPE GRADE 1 396_ TOP OF FOOTING I 396 I I I SECTION 1 SECTION 3 SECTION 2 SECTION 3 394 EXTEND HORIZONTAL REINFORCING OF 394 208' 143' 82' 198' PROPOSED WALL SECTION 3'-6" INTO - EXISTING WALL SECTION: DRILL AND ' EPDXY #4X3'-6" DOWELS IN 4-1/4" HOLES, (SIMPSON SET EPDXY AT CMU ,_ ,� ,. ,� ,� ,. \ ,� U ,. ,. ,� ,_ I• I_ ►� w 1-_� U 392 AND SET -XP EPDXY AT CONCRETE) Z —OOO ocof (6--O co co N O co 00 u, co 00 co O 0 co o 0 rn N 00 00 O 00 O OJ 0 o Nd co 0 rn 392 — co co J vo_ J Q L,.1 J N d r,� J O 00 N d r, C� O 00 Z C9 d I� r,�-L� C�j •_ 0p O d• -N n cp •- Op J N It -N—LL O •- N O -N- J 'I- -N O raj O (D O N r� !- -00 N C� �J �,� O 00 J N d r --� O 00 O f� r,� �- 00 N J et '�,� O 00 J nl d r,�—C�'' O 00 O r7 I� r,� z ^ 00 J N e} ^ p �-- J N * "fes— u7 •- J N d -N-U- p .- W ti O (n �D 00'N .- ._ co z U " 10 Lo U N u•i N L6 U n vi _Z ~ `t' �L _z ~ rn U � � o bi U " L6 U � u• p co L6L U n ui U Ir v U N L g "I L6 00 L6 390 j�o_ w z LLQ I- u7 +�, O w N I- +Lo 1 LL-� N UiL6 ±0)� N o u7L +�,�, N w—� 1- +� N o +�, N �- w N I- +�, N -"� N o LL +��, N -� �- N L o +� LL N �� N w I- +0, M N o +�, �► �) N +�, w d _tv� 1- N w I- +�, �1 -� )—�, N 0,+�,�,�� �t -� N w I- +� N - w t- +�, L N w !- +0, O -�-l- N o� �� �� N N wOL 390 zQg dw g dwwdww wQwwg dw cl-_g wQwg dLULL,dww CL w dw g dw wQw g dw g dw CL wQww g dw dw g dw CL Z w—Quo dw J ti J J J �- �- J J - F- J I- I- J— f- J F- J J F- F- J f- J I- J I- J E- J f_, f-- J J f- J J J O f- J z 0 J I U -w L7 -w. U) co -w w-cn (n -w w (n -w—(n cn -w- 4 vi -w cn -w w-. co (n -w co -w cn to -w CL -w EL -w—tn N -w w- LL vi -w cn -w fl cn -w- (n (n -w- Q 4n w — . 388 I 388 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 N z O U) W z 0 U 0 \NEER b� v� -d uj> W & yv o 44 d�ls��3a SSP (n 0 w 0 IL w IL a wo ih w Li Z z w U O a m w Q 0 0) 0 0 < rn 'c') U) U w Q Q I I L�d m � w N U N N� c(oDD = w m W . N W L= Y X O Q W Q i.A (n m F- `L_ �_ 9: V T 2 La 2 D U U OZ LL 0 z z Y O CI m m LLI Cu R Q }a Z W V v Z Q* Z Z cc CL 0a LL 7 J W V NLuco W co)N =ma o 2 G. - cc ' _jo z Q z >� = a Z o� co w Q av HYO a Z o uz, QOM 00 W J �� _m PLOT DATE: AUGUST A 2015 JOB NO.: 13019 02 FILE NAME: 130190.02-W-CA.DWG SCALE: HORIZ. 1 =40' VERT. 1 =2' SHEET NO.: hl 5 OF 6 i i i F Al 16.00' 1301 .02 0 LJ o p -CA.DWG a rn L, U W 16.00' Q U TD C in x 6 U 0 WALL LEGEND 6.00' 10.00' O O . D y N 6.00' `� 10.00' m 0N W � N C)o ~ Y — — LANDSCAPE GRADE O N m xLLJ Y U i m D U OU U. a.O — — — — — — — PROPERTY LOT GRADE 9.50', cy0 m m '� m o O m Q W 0 U Z ry 0.50' LANDSCAPE EASEMENT 6 CLEAR ® < 0.50' LANDSCAPE EASEMENT " 6 CLEAR — — — FLOWLINE ELECTRICAL & COMMUNICATION EASEMENT LuJ Jw 3 — — — — — — — OIL PIPELINE EASEMENT Lu Iwo I g Z E) Iwo -' (� — OIL PIPELINE CENTERLINE p 0 0 �_ w o o o o Ia, a�w. ICL O z Q P/L PROPERTY LINE o LOT SIDEWALK 20 0 0o FG FINISH GRADE ' r PAVEMENT 2� <> \ HP HINGE POINT SIDEWALK 2� IN. 2pq MAX.>� < LOT TW TOP OF WALL _F______— P % MAX. BCR BEGIN CURB RETURN 5 ECR END CURB RETURN PRC POINT OF REVERSE CURVE SECTION C -C SECTION D -D Tc TOP OF CURB NOT TO SCALE NOT TO SCALE FL FLOWLINE BC BEGIN CURVE EC END CURVE STA. 27+40.34, CALLOWAY = STA. 10+00.00 ETCHART 21+00 22+00 — 00 _ 24+00 z5+00 26+00 27+00 2\40 — O _ TC 397.15 T co FL 396.65 Z vi W 6' g p D 650' LINE OF SIGHT PER CITY OF BAKERSFIELD STD. DETAIL T-7 TC 396.21 `" 16.50' WIDE OIL PIPELINE EASEMENT p �\ 1 �© ,U� wQ .,� v co — — — — — — — — z``` _ �p R/w FL 395.7 i TC 395.84 C \ TC 395.41 �QsQ c� �= a W O "' ,LID,., .. FL FL 395.34 394.91 — — -30- �+ — — 4 k^ J. 11FFL 0 \ CEL A����P�` C4 rn 3 a- L D TC 395.94 REVISION Al APPROVED BY ^` ✓V Ir � I � �"' E- () co to I� n C I \ FL 395.44 0 O I O � I I .k 'Y4 ; .:}F?s4.::;3, igct:4 ? . kF*. ?•;.yfy f:� q P 2 L'j, ,4`" p ` CATHERINE S. WILLIAMS DATE ..� 10 11 20 II 21 n ELECTRICAL & COMMUNICATION �4„i *` :•L",:?f ''6?. t.�; 3 i7rb'.."� 59;:= 3iA @ I a R.C.E. NO. 75489 (EXP. 6-30-16) I I FACILITIES EASEMENT "LL�� . � � � r RIVIERA DEL SOL DRIVE PRADO DEL REY COURT ETCHART ROAD -SEE SHEET 3 , MARIAN P. SHAW DATE p 40' 0' 40' R.C.E. NO. 32178 (EXP. 12-31-16) CALLOWAY DRIVE, STA. 20+50.42 26+40.78 HORIZ. SCALE: 1"=40' VERT. SCALE: 1 "= 2' 'k NOTE: WALL SECTION DIMENSIONS ARE APPROXIMATE ONLY. 408 CONTRACTOR SHALL FIELD VERIFY PRIOR TO CONSTRUCTION. I 408 i i 406 I - 406 _ -- - _ 9):) 404 °� °�°�V �1 �`°�V 404 J I 402 402 M _ T I I I I I I I I I co w �00 =o I I I I I I I I I �a 400 a� 400 o o I o W Lu W + co z N 00 00 1 00 00 O IX --� 00 co PROPERTY LOT GRADE coI °0 W Q 398 �� I I I I .— �' __ I I I I :3 398 �. =w _ LANDSCAPE GRADE I 396 TOP OF FOOTING — 396 i i i SECTION 1 SECTION 2 394 EXTEND HORIZONTAL REINFORCING OF 394 217' 384' PROPOSED WALL SECTION 3'-6" TO - _ EXISTING WALL SECTION: DRILL ND \ ' EPDXY #4X3'-6" DOWELS IN HOLES, (SIMPSON SET EPDXY 4-1 4" AT U \ °= v v 392 AND SET -XP EPDXY AT CONCR E ? �o d .- �n �� N w o o r- o o� .- Q� g co Q ►� z _ Q Q� N 0 Q00 0 o 00 w g o 392 LL I_ CN J 't _1 "I- ►' \ 00 \ O Op C 7 Z � 00 `� 00 O n O J �} \ O C7 .1 Z \ cq d O 00 CN -j d- - LL �} \ O co O O 00 CL Z JX3uj 00 rn � CN J d O \ O 00 C7 Z 04 �} O co •- 00 Ci N \ O �- O N 4 ^ N \ co •- CL Z 00 ' O •- '• i O (n U U \ �� F- p��� ��� C.� F- C.> p �V7� C� Cn� �OV7 O `� U V7 f-- p�u7� n Cp g +� U +� C1 N U 390 j� +�, ±� w O �— w Z w I- N 1- N o LL ±�0, r`)—I- N o + N + LV 1- N Ocr w _ +mm N N +� o Lu N Pr)-� ti N N +m CL w +m N O� +� w d F- N o +�� oa d �— N \ N I- L�!� w N 0 +�� �' N I- +rn w N w +� O N 390 zQg dw g Qw wQww >> > Lu,dw > g dw wg >> dww > > dw wdw > Qw > wg dw wdww >> Q Iw-'o z > �� (n > g dw wdLu j > Qw J 3 U cL ci -w a ci W w—c~n I co -w a c(n -w v � -w w cL co -w—cin c~n - w Q N -w c i ci - W c�i� ci -�, i— cn un _w 388 388 2n+nn 21+nn 22+nn 23+0o 24+00 25+00 26+00 27+00 28+00 /. 4- - l.4/cl A j 2 3 U w 00 U m c�w a W Z �o Z ww Z�_ w w �0 U d Z 0 U U) W 0 m w Q 0 r 1301 .02 0 LJ o 130190.02- -CA.DWG a rn L, U W "-2' Q U TD C in x 6 U 0 O O . D y N `� m 0N W � N C)o ~ Y X K O N m xLLJ Y U i m D U OU U. a.O z z Y 0 Q cy0 m m '� m o O m Q W 0 U Z ry 0 - ® < U z z z � IL J LL z a J W v NWa) u- o �Ow w (L Lu C o W a�� LLTJD LLI rn w Q �Y0 zo czn a0-� W o� o �Ja J � PLOT DATE: MARCH 1 2016 JOB NO.: 1301 .02 FILE NAME: 130190.02- -CA.DWG SCALE: HORIZ. "=40' VERT. "-2' SHEET NO.: L 5R & 6 MORTAR CAP #4 HORIZ.@ 24" O.C. (TYP.) MORTAR CAP I #4 HORIZ.@ 24" O.C. (TYP.) I I MORTAR CAP #4 HORIZ.@ 24" O.C. (TYP.) 6" THK. CMU (f'm-1, 500 PSI) FULLY GROUTED #4 VERT. 24" 0. C. --' � _`#4 VERT. 24" O.C. o o a rn CENTERED W (L Z U I CENTERED m _ LL J o 6" THK. CMU �o� 'o ( 6'; THK. CMU W 0 cf) O \ IZ #4 VERT. 16" O.C. a: co W I = m C o O = z a� W W' Q CENTERED ( m PSI) _j Z f mN 1,500 PSI; � _ (_► ,500 FULLYGROUTED I z o I FULLY GROUTS o I (J O z � LL 0? _ � X z IJ rmoom m o cu i CL W 00z a a-8" THK. CMU I ICL CL f'm N 1, 500 PSI ( ) o FULLY GROUTED co ct 8" THK. CMI o0 CL (f'm-1,500 PSI) I FINISHED LOT GRADE 8" THK. CMU (f'm-1,500 PSI) oo FULLY GRO TED °p 0'-2" CLEAR MIN FULLY GROUTED APPLY S LANT ON APPLY SEALANT ON WALL BELOW GRADE, WALL BELOW GRADE, ( = w 0,-2„ 0 BOTH SIDE w BOTH SIDES. 0 I I I CLEAR MIN . FINISHED LANDSCAPE GRADE LO FINISHED GRADE - "� APPLY o o SEALANT ON of Q ii OP-2" `WALL BELOW GRADE, Q BOTH SIDES» 1/2» DRAIN ROCK WRAPPED � . CLEAR MIN IN APPROVED FILTER FABRIC IN APPR VED FILTER ABRIC TO 12" BELO EXTEND 12 BELOW p o \ INSTALL 1/2�EXTEND E0EPC ii fr GRADE (REQ'D WHEN W Xv w ao x GRADE (EQ'D WHEN �oF } HOLES @ 20 FTW RETENTION > 2 -FEET) !`% tir, ► _, x _ I \ RETENTION > 2 FEET) Q Q) � o 112 DRAIN ROCK WRAPPED w `- IN APPROVED FILTER FABRIC w CL oo FINISHED �n r i,\,? \r\ ' , f \\'00 FINISHED CL » EXTEND TO 12 BELOW \� FINISHED LOT GRADE w LANDSCAPE GRADE o o P '\�'\\ \, \ I I LANDSCAPE GRADE o > GRADE (REQ'D WHEN r o �Y ;.: , R NTI N > 2 FEET) ETE 0 - \ •\ \/ E 1. - - INSTALL 1 2 WEE \ INSTALL 112"0 W P s / - wo � / \ Z @ 20 -FT 0. o � # \', r f :HOLES @ 20 -FT 0 C. r I I z` �: w .HOLES ' Z r..� :' ;, � z � .` 7.. I .O. C. BOTH \. � ., ,,, ,. ;� ;J r .r,: 4 @ 6 O.C. - # w „` 0 -6 ,\; WAYS / �`.._ >,;>;;;; _ ;�` '.: BOTH YS ,�r\r: , ;v TOP OF FOOTING MIN --A, TOP OF FOOTING /' \ . / TOP OF FOOTING.;-_ PER PROFILE PER PROFILE s PER PROFILE F, 2"X4" MORTAR KEY *2'°x4" MORTAR KEY „ . z 3 0 1. D. p 3 - o 2'x4" MORTAR KEY - o #4 BAR @ 24 L0. C. 3„0 1. D. il BEND o I #4J BAR @ 24 O.C. I BEND I " 3"0 I.D. BEND A # 4 @ 16 " O.C. e #4 J BAR @ 16 0. C _ BOTH WAYS v _-. "� z #4 @ 16" O.C. �--- 0 -3 z ——_—_—_—_— -_— MIN. — —— ' Z -BOTH WAYS 0,-3„ -- - - - — _--_ o Z ----- —.__.. �----. MIN. o � --_ #4 @ 16" O.C. _--. � MIN. � � ---- ---- —� --- — BOTH WAYS .. ... -- #4 @ 16 " O.C. = _— 0'-3p' BOTH WAYS=—_—i _ MIN. --^-------- — OVEREXCAVATE 1 -FOOT MIN. AND — — — -- — — _—_ OVEREXCAVATE 1 -FOOT MIN. AND OVEREXCAVATE 1 -FOOT MIN. AND RE -COMPACT @ 90% RELATIVE RE -COMPACT @ 9090 RELATIVE„ l' -O” RE -COMPACT @ 9090 RELATIVE l'-6" COMPACTION OR PER GEOTECHNICAL 0'-6" 2'-3" COMPACTION OR PER GEOTECHNICAL 0'-6'1 2 -6 COMPACTION OR PER GEOTECHNICAL2,_6„ REPORT, WHICHEVER IS GREATER 2'_g" REPORT, WHICHEVER IS GREATER 3'-O" 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 MORTAF KEY *SEALANT PER CBC CURRENT EDITION. MATERIAL SHALL BE APPROVED BY THE SEALANT PER CBC CURRENT EDITION. "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 (27WALL SECTION 2 NTS 3 WALL SECTION 3 NTS ry,,.. LOT SIDE 12"X 12 X8": BLOCK (PER 0.2" DEEP CAULKING @ EXPANSION JOINT 3ARS SPECS.) STREE SIDE EXPANSION JOINTS MUST EXTEND VERTICALLY EVERY 60FT. O.C. ALONG WALL. JOINT MUST NOT CONTAIN ANY IMCOMPRESSIBLE MATERIAL (EX. GROUT OR MORTAR) EXTEND CAULKING 6" BELOW GRADE 4)STEP FOOTING DETAIL NTS 1(5)PILASTER DETAIL NTS 1.4 - z 0 V) w � � J N ;may v o t93a SSP U) w Zw <w a mz �z W w~ 2 w c0 m o w 0 Of w IL a o z 0 U Ld w 0 m w Q 0 � o � ui M o o a rn v W (L Z U La -CK m _ LL J o O �o� 'o uj W 0 cf) O -- a: co W UN N LU -)m = m C o O = z a� W W' Q N Ld _j Z L0 L/)m � _ ao Z 2 CLU (J O z LL 0? Z Y O c rmoom m o cu i m W 00z a V d z co ' z z (L LL J z (.� N ; LL o W 0 cf) O -- a: co W 5 in = m C o O = z a� JW i z W a� _j Z oN co W a0 I=m0, J ao PLOT DATE: AUGUST 20, 2015 JOB NO.: 13019 .02 FILE NAME: 130190.02- ALL -DET SCALE: AS S WN SHEET NO.: 6 0 6