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HomeMy WebLinkAbout1.4-6553 Ph 1 Record DrawingLAPro,je GENERAL NOTES 1. WALL: HEIGHT VARIES (SEE PLANS) COLOR: TO BE DETERMINED BY OWNER nen. nnni rrn CAP. GROUTED SIGN WIND: 70 MPH DESIGN SMIC: LONE 4 SOIL TYPE: Sp 9 ALL STATIONING DATA WAS CALCULATED FROM CENTERLINE, OFFSETS ARE TO THE LANDSCAPE EASEMENT. 3. HEIGHT OF WALL SHALL BE 6' -0" MIN. MEASURED FROM GROUND AT HIGHEST SIDE OF WALL. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING AND GRADING THE AREA ALONG THE WALL LINE. 5. CONTRACTOR SHALL OBTAIN AND PROVIDE ALL PERMITS REQUIRED BY CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT AND /OR ENGINEERING & SURVEY SERVICES. 6. ALL SURVEYING REQUIRED SHALL BE PROVIDED INITIALLY BY DEVELOPER ON A ONE TIME ONLY BASIS. ALL OTHERS WILL BE CHARGED OUT ON AN HOURLY BASIS. 7. BEARING SOIL SHALL BE COMPACTED TO 90% OF MAXIMUM DRY DENSITY AS DETERMINED BY A.S.T.M. D -1557 TO A DEPTH OF 12 INCHES BELOW BOTTOM OF FOOTING. 8. WATER PROOF SURFACE SHALL BE APPLIED PER 1997 U.B.C.. COAT ONLY THAT PORTION BELOW LOT PAD 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. 9. EXPANSION JOINTS SHALL BE CONSTRUCTED AT PILASTERS AT MAXIM UM�6rWALL. 50 FOOT INTERVALS. EXPANSION JOINTS SHALL BE FREE OF ALL MORTAR AND GROUT FROM TOP OF FOOTING TO TOP 10, 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 A MINIMUM OF THIRTY- INCHES (30"). 11. BLOCK COLOR SHALL BE UNIFORM IN TEXTURE AND COLOR AT SPECIFIED LOCATION IN PLAN. 12. 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. 13. 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. 14. 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 INSURANCE OF THE PERMIT. 15. 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.. 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. FUGITIVE DUST EMISSIONS FROM ALL DISTURBED AREAS, INCLUDING STORAGE PILES, WHICH ARE NOT BEING ACTIVELY UTILIZED FOR CONSTRUCTION PURPOSES, SHALL BE STABILIZED USING WATER, CHEMICAL STABILIZERS SUPPRESSANTS, COVERED WITH A TARP OR OTHER SUITABLE COVER, OR PLANTED WITH VEGETATIVE GROUND COVER. 20. FUGITIVE DUST EMISSIONS FROM ALL ON -SITE UNPAVED ROADS AND OFF -SITE ACCESS ROADS SHALL BE STABILIZED THROUGH THE USE OF WATER OR CHEMICAL STABILIZERS /SUPPRESSANTS. 21. FUGITIVE DUST EMISSIONS FROM ALL LAND CLEARING, GRUBBING, SCRAPING, EXCAVATION, LAND LEVELING, GRADING, CUT AND FILL, AND DEMOLITION ACTIVITIES SHALL BE CONTROLLED BY APPLYING WATER OR BY PRESOAKING. 22. 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. 23. 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). 24. FUGITIVE DUST EMISSIONS SHALL BE CONTROLLED WITH THE APPLICATION OF SUFFICIENT WATER OR CHEMICAL STABILIZERS /SUPPRESSANTS WHENEVER MATERIALS ARE ADDED TO, OR REMOVED FROM, OUTDOOR STORAGE PILES. 25. VEGETATION COVER ON THE SITE SHALL BE RETAINED UNTIL CONSTRUCTION BEGINS. 26. 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 27. PRIOR TO INSTALLATION OF ANY SIGNAGE, THE SUBDIVIDER SHALL SUBMIT TWO COPIES OF THE SUBDIVISION IDENTIFICATION SIGN PLANS TO THE BUILDING DIRECTOR FOR REVIEW AND APPROVAL PURSUANT TO BMC SECTION 17.60.110(N). ONE COPY OF THE SIGN PLAN SHALL BE SUBMITTED TO THE PARKS DIVISION FOR REVIEW AND APPROVAL. SIGN PLANS SHALL INCLUDE COPY, DIMENSIONS, COLOR, MATERIAL, LIGHTING, ANCHORAGE, AND LOCATION OF SIGN(S). APPROVAL OF THESE WALL PLANS BY THE PUBLIC WORKS DIRECTOR DOES NOT INCLUDE APPROVAL OF ANY SIGNAGE. 28. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION AND /OR REPAIR OF EXISTING IRRIGATION EQUIPMENT AND PROTECTION AND /OR REPLACEMENT OF EXISTING PLANT MATERIAL. ALL REPAIRS AND REPLACEMENTS MUST BE COMPLETED BY A LICENSED LANDSCAPER. IN LIEU OF THE USE OF A LICENSED LANDSCAPER THE CONTRACTOR WILL BE RESPONSIBLE FOR SUBMITTING AN IRRIGATION MODIFICATION PLAN FOR REVIEW AND APPROVAL BY THE PARKS DIVISION PRIOR TO ANY REPAIRS OR REPLACEMENT TAKING PLACE. FURTHERMORE, IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE THAT ALL EXISTING PLANT MATERIAL THAT IS AFFECTED BY THE WALL CONSTRUCTION ACTIVITIES RECEIVE AN ADEQUATE AMOUNT OF WATER TO INSURE HEALTHY PLANT GROWTH DURING THE ENTIRE CONSTRUCTION PHASE SHEET INDEX 7. COVER SHEET 2. PLAN AND PROFILE PANAMA LANE 3. PLAN AND PROFILE MOUNTAIN RIDGE DRIVE 4. PLAN AND PROFILE MOUNTAIN RIDGE DRIVE 5. PLAN AND PROFILE MOUNTAIN RIDGE DRIVE 6. PLAN AND PROFILE BERKSHIRE ROAD - - -._ - - -_ - - - •. ..... ._ .:. . «r............ •. .rr.. ...vv .. vi vu v �. ric�`.Vr ►ry vi avi �VVV iV'L1'll rll'1 1 L f IcITY Ilic BAKERSFIELD /IV THE COUNTY l[)F KERN STATE OF CALIFORNIA Block Wall Construction Plans 200' 0' 200' SCALE: 1 "= 200' VICINITY MAP. NOT TO SCALE z i r � r I L r !W I !W , !C/) I 1 r I I ! I � � r r ! I ! , i � I i I - I � ! I ! I 1 ! I; ! I1 i I ! � I 1 � I i LLIt I t cn ' ! I � r L0 i a? i I N�� Q) N ! I _ ! f I I' i ' I i I ' I ! � j I I 1 ' . r i I i I� i M r ! ! I, i W � r ! i 1 1 ! � � I ! i - i i ! I! ! r fm in I r I r r LEGEND BLOCK WALL - SHEET LAYOUT jet S HELA ND MEADOWS W �r p co N EY.MAP QUANTITY 42198.93 LF PUBLIC WALLS q � ,A'rJ6 4 Ir Lu cr < �, 7 489 :30 T OF C HAS ^01& rll� T� mr,%%, A 1 A if X�!N, � e• � ( � 7ry BENCH MARK TOP OF MONUMENT IN PANAMA LANE f 1280 FEET EAST OF INSTERSECTION WITH MOUNTAIN RIDGE ROAD. ELEV. 362.18 PER CITY OF BAKERSFIELD BENCH MARK BOOK ON FILE AT THE OFFICE OF THE CITY ENGINEER. REVISION 1Q APPROVED BY: RODNEY L. ILBURN, JR., CIVIL ENGINEER R.C.E. 69388 -EXP. 06 -30 -08 MARIAN P. SHAW, CIVIL ENGINEER" IV R.C.E. 32178 - EXP. 12 -31 -07 R r DATE GENERAL STRUCTURAL NOTES GENERAL A. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE UNIFORM BUILDING CODE (UBC) 1997 EDITION. AND CITY OF BAKERSFIELD DEVELOPMENT STANDARDS, LATEST EDITIONS. FOUNDATIONS A. FOR ALLOWABLE SOIL BEARING VALUES REFER TO THE SOIL BEARING SCHEDULE ON THE SOILS REPORT DATED JANUARY 6,2006 BY KRAZAN & ASSOCIATES. A. MATERIALS 1. REINFORCING: DEFORMED ASTM, A615, GRADE 40 2. CEMENT: PORTLAND CEMENT, TYPE II, ASTM C -150 3. AGGREGATE: ASTM C-33 4. WATER: CLEAN AND DRINKABLE. B. CONCRETE MIX DESIGN FOR FOOTINGS AND WALL GROUTING 1. CLASS B CONCRETE, 2500 PSI @ 28 DAYS 2. 5.0 SACKS OF CEMENT (MIN.) PER CUBIC YARD 3. 1 1/2" AGGREGATE (MAX.) 4. 4" SLUMP (MAX.) C. ADMIXTURES: ONLY AS APPROVED BY THE ENGINEER. I A r-. r\ A 1 r-%, / r-\. Ivlr_\ I LEI NIr�r_..) 1. C E LOCK ONR I. - GRADE N.Z MAS R : 0 WI N P Cl AL INSPECTION 2. REMF VIVI IA 615 ,M ED 3. ADMIXTURES: ONLY AS A THE ENGINEER B. MORTAR 1. STRENGTH: TYPE S, 1200 PSI @ 7 DAYS AND 1800 PSI @ 28 DAYS C. GROUT: 1. STRENGTH: 00 PSI @ 8 D YS PER ASTM C476 2. CONCRETE BLO A RY UNI A L AND CLEAN BEFORE GROUTING OPERATION. 3. LOWER 3 COURSES ARE TO BE ALLOWED TO CURE FOR 3 FULL DAYS AFTER GROUTING PRIOR TO' PLACING OR SETTING ANY FURTHER BLOCK TER ..... -­v _v �- WALLS SAL B 0 UTED N MAXIMUM 4LIFTS. ENGINEER I's STATEMENT 1 1. L I HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH THE CITY OF BAKERSFIELD ORDINANCES, STANDARDS AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS, AND ANY ERRORS, OMISSIONS OR VIOLATION OF THOSE ORDINANCES, STANDARD, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. REVIEWED BY: 12!j!jn TRAFFIC. ENGINEER DATE ASSISTANT PUBLIC WORKS DIRECTOR PUBLIC WORKS DIRECTOR -CITY OF BAKERSFIELD DATE RAUL M. ROJAS, R.C.E. 39880- EXP. 12 -31 -07 DATE BEPoRE KMA VAIM CILL •USA 1- 800 - 227 -2800 LI.J p�j O O 0U > i I a z p co Z X O W ^ 0 po LctL)- rc,-oo :3 Co 5 Q w Q p 0) V) m w Ld U U 0 h. W p >- ' cu Q CL Z w Q CL of pI cn N co to O M 0. IJIr! v U .v Q z Z 00 N co 0. o � a V) , JW z CIO J w to F_ w i LLI > M o U W 0 C14 N QO> CL cr. J O 1= m U PLOT DATE: JOB NO.: 050309 FI LE NAME: 050309- 01 -COV -WALL SCALE: AS SHOWN SHEET NO.: R 1 of 6 W Z F- O 0 w J J Z � O V) O �- w Z z O O_ v) r- 5; C U w W r' p U m 0 w N Q p 0o LI.J p�j O O 0U > i I a z p co Z X O W ^ 0 po LctL)- rc,-oo :3 Co 5 Q w Q p 0) V) m w Ld U U 0 h. W p >- ' cu Q CL Z w Q CL of pI cn N co to O M 0. IJIr! v U .v Q z Z 00 N co 0. o � a V) , JW z CIO J w to F_ w i LLI > M o U W 0 C14 N QO> CL cr. J O 1= m U PLOT DATE: JOB NO.: 050309 FI LE NAME: 050309- 01 -COV -WALL SCALE: AS SHOWN SHEET NO.: R 1 of 6 GENERAL NOTES 1. WALL: HEIGHT VARIES (SEE PLANS) COLOR: TO BE DETERMINED BY OWNER CAP: GROUTED DESIGN WIND: 70 MPH 2. ALL STATIONING DATA WAS CALCULATED FROM CENTERLINE, OFFSETS ARE TO THE LANDSCAPE EASEMENT. 3. HEIGHT OF WALL SHALL BE 6-0" MIN. MEASURED FROM GROUND AT HIGHEST SIDE OF WALL. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING AND GRADING THE AREA ALONG THE WALL LINE. 5. CONTRACTOR SHALL OBTAIN AND PROVIDE ALL PERMITS REQUIRED BY CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT AND /OR ENGINEERING &SURVEY SERVICES. 6. ALL SURVEYING REQUIRED SHALL BE PROVIDED INITIALLY BY DEVELOPER ON A ONE TIME ONLY BASIS. ALL OTHERS WILL BE CHARGED OUT ON AN HOURLY BASIS. 7. BEARING SOIL SHALL BE COMPACTED TO 90% OF MAXIMUM DRY DENSITY AS DETERMINED BY A.S.T.M. D -1557 TO A DEPTH OF 12 INCHES BELOW BOTTOM OF FOOTING. 8. WATER PROOF SURFACE SHALL BE APPLIED PER 1997 U.B.C.. COAT ONLY THAT PORTION BELOW LOT PAD 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. 9. EXPANSION JOINTS SHALL BE CONSTRUCTED AT PILASTERS AT MAXIMUM 96 FOOT INTERVALS. EXPANSION JOINTS SHALL BE FREE OF ALL MORTAR AND GROUT FROM TOP OF FOOTING TO TOP OF WALL. 10. 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 6E ALLOWED. ALL CONSTRUCTION OF NON - MODULAR PIECES SHALL BE DONE WITH SAWCUTS. REINFORCING STEEL SPLICES SHALL BE A MINIMUM OF THIRTY- INCHES (30 "). 11. BLOCK COLOR SHALL BE UNIFORM IN TEXTURE AND COLOR AT SPECIFIED LOCATION IN PLAN. 12. 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. 13. 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. 14. 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 ISSURANCE OF THE PERMIT. 15. 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. 16. ALL CONSTRUCTION EQUIPMENT SHALL BE PROPERLY AND RQUIINELY 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 11ME TO REDUCE EMISSIONS ASSOCIATED WITH IDLING ENGINES. 18. ELECTRIC CONSTRUCTION EQUIPMENT SHOULD BE USED WHENEVER POSSIBLE IN LIEU OF FOSSIL FUEL -FIRED EQUIPMENT. 19. FUGITIVE DUST EMISSIONS FROM ALL DISTURBED AREAS, INCLUDING STORAGE PILES, WHICH ARE NOT BEING ACTIVELY UTILIZED FOR CONSTRUCTION PURPOSES, SHALL :BE STABILIZED USING WATER, CHEMICAL STABILIZERS /SUPPRESSANTS, COVERED WITH A TARP OR OTHER SUITABLE COVER, OR PLANTED WITH VEGETATIVE GROUND COVER. 20. FUGITIVE DUST EMISSIONS FROM ALL ON -SITE UNPAVED ROADS AND OFF -SITE ACCESS ROADS SHALL BE STABILIZED THROUGH THE USE OF WATER OR CHEMICAL STABILIZERS /SUPPRESSANTS. 21. FUGITIVE DUST EMISSIONS FROM ALL LAND CLEARING, GRUBBING, SCRAPING, EXCAVATION, LAND LEVELING, GRADING, CUT AND FILL, AND DEMOLITION ACTIVITIES SHALL BE CONTROLLED BY APPLYING WATER OR BY PRESOAKING. 22. 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. 23. 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). 24. FUGITIVE DUST EMISSIONS SHALL BE CONTROLLED WITH THE APPLICATION OF SUFFICIENT WATER OR CHEMICAL STABILIZERS /SUPPRESSANTS WHENEVER MATERIALS ARE ADDED T0, OR REMOVED FROM, OUTDOOR STORAGE PILES. 25. VEGETATION COVER ON THE SITE SHALL BE RETAINED UNTIL CONSTRUCTION BEGINS. 26. 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 27. PRIOR TO INSTALLATION OF ANY SIGNAGE, THE SUBDIVIDER SHALL SUBMIT TWO COPIES OF THE SUBDIVISION IDENTIFICATION SIGN PLANS TO THE BUILDING DIRECTOR FOR REVIEW AND APPROVAL PURSUANT TO BMC SECTION 17.60.110(N). ONE COPY OF THE SIGN PLAN SHALL BE SUBMITTED TO THE PARKS DIVISION FOR REVIEW AND APPROVAL.. SIGN PLANS SHALL INCLUDE COPY, DIMENSIONS, COLOR, MATERIAL, LIGHTING, ANCHORAGE, AND LOCATION OF SIGN(S). APPROVAL OF THESE WALL PLANS BY THE PUBLIC WORKS DIRECTOR DOES NOT INCLUDE APPROVAL OF ANY SIGNAGE. 28. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION AND /OR REPAIR OF EXISTING IRRIGATION EQUIPTMENT AND PROTECTION AND /OR REPLACEMENT OF EXISTING RANT MATERIAL. ALL REPAIRS AND REPLACEMENTS MUST BE COMPLETED BY A LICENSED LANDSCAPER. IN LIEU OF THE USE OF A LICENSED LANDSCAPER THE CONTRACTOR WILL BE RESPONSIBLE FOR SUBMITTING AN IRRIGATION MODIFICATION PLAN FOR REVIEW AND APPROVAL BY THE PARKS DIVISION PRIOR TO ANY REPAIRS OR REPLACEMENT TAKING PLACE. FURTHERMORE, IT IS THE CONTRACTOR'S RESPONSIBLITY TO INSURE THAT ALL EXISTING PLANT MATERIAL THAT IS AFFECTED BY THE WALL CONSTRUCTION ACTIVITIES RECEIVE AN ADEQUATE AMOUNT OF WATER TO INSURE HEALTHY PLANT GROWTH DURING THE ENTIRE CONSTRUCTION PHASE __ E_iE 1. COVER SHEET 2. PLAN AND PROFILE PANAMA LANE 3. PLAN AND PROFILE MOUNTAIN RIDGE DRIVE 4. PLAN AND PROFILE MOUNTAIN RIDGE DRIVE 5. PLAN AND PROFILE MOUNTAIN RIDGE DRIVE 6. PLAN AND PROFILE BERKSHIRE ROAD Li \Protects \2005 \050309 \ACAD\IMPR BENCH Ml RK TOP OF MONUMENT IN PANAMA LANE f 1280 FEET EAST OF INSTERSECTION WITH MOUNTAIN RIDGE ROAD. ELEV. 362.18 PER CITY OF BAKERSFIELD BENCH MARK BOOK ON FILE AT THE OFFICE OF THE CITY ENGINEER. S \BLQCKWALL \050309--01- C0V-WALL,dwg 8/15/2006 10+21111 AM PDT Block Wall Construction Plans C T 6553 - A S HELA ND MEADOWS RZYISION APPROVED 13Y:& MATE RODNr=y L. WlLWRN,7 R• R•G. E• 69388 EXP, 6-30-08 PROJEcr ENGINGEft 8-o -7 DATE tMOLIAR P. 14AW R.C.E. 32178 EXP. 12- 31-- 07 ENGINEER IV 4 «r 200' 0' 200' SCALE: 1 "= 200' AMA MrA MM i i MMD MMq i MIIA MMMl if.1 M... �! M Mltr MAt AAi AYr MM. Iii M. rit rAM efRb i MMMP MMr Art MM i i i.. M! MAr AMA MMt: Mri MtIM te. 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I q L I ............. i I m CARROTWOOD AVENUE I � / I .00 r � � - - - -- -- -- -- , -____- L I MIS - - - - - - - - - - - - - - - - - r _ - _ - _ _ - _ - _ ----- („LJ LJJ l--MENEN - --- - --- - -- - ----- - DRIVE -- - --- r 1 � r I 11 1 1 1 I - - - - - GOZUM DRIVE -.--. --- --- - LEGEND ANTITYBLOCK WALL --- -- SHEET wrour 49179.67 LF PUBLIC WALLS rM i tMMt i Mi _ 1. / 1 I r Ole I I BERKSHIRE ROAD 1003.45 Lo I� SHEET 6 KEY MAP I � i IAA Mlr1 MAIM i AiAt Mllr i Ar! iM' i i AAr ArM Ari i i i i rMMe :rMV MMS Mi AIAF MMAF Art rMW AA. AM(t iM i a1 I• i AMA AMA iii AIM i M! Art i!r i MAr Ir i MA fa MM� A. vice AP NOT TO SCALE 'ORAL NOTE 22! GENERAL A. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE UNIFORM BUILDING CODE (UBC) 1997 EDITION. AND CITY OF BAKERSFIELD DEVELOPMENT STAN-DARDS, LATEST EDITIONS. FOUNDATIONS A. FOR ALLOWABLE SOIL BEARING VALUES REFER TO THE SOIL BEARING SCHEDULE ON THE SOILS REPORT DATED JANUARY 6,2006 BY KRAZAN &ASSOCIATES. 1. REINFORCING DEFORMED ASTM, A615, GRADE 40 2. CEMENT: PORTLAND CEMENT, TYPE 11, ASTM C--150 3. AGGREGATE: ASTM C--33 4. WATER: CLEAN AND DRINKABLE. B. CONCRETE MIX DESIGN FOR FOOTINGS AND WALL GROUTING 1. CLASS B CONCRETE, 2500 PSI 0 28 DAYS 2. 5.0 SACKS Of CEMENT (MIN.) PER CUBIC YARD 3. 1,,1/2'1 AGGREGATE (MAX.) 4. 4 SLUMP (MAX.) C. ADMIXTURES: ONLY AS APPROVED BY THE ENGINEER. z cnn ©• �' Q ui 1 N awo �Z v z S MME- 1. / 1 I r Ole I I BERKSHIRE ROAD 1003.45 Lo I� SHEET 6 KEY MAP I � i IAA Mlr1 MAIM i AiAt Mllr i Ar! iM' i i AAr ArM Ari i i i i rMMe :rMV MMS Mi AIAF MMAF Art rMW AA. AM(t iM i a1 I• i AMA AMA iii AIM i M! Art i!r i MAr Ir i MA fa MM� A. vice AP NOT TO SCALE 'ORAL NOTE 22! GENERAL A. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE UNIFORM BUILDING CODE (UBC) 1997 EDITION. AND CITY OF BAKERSFIELD DEVELOPMENT STAN-DARDS, LATEST EDITIONS. FOUNDATIONS A. FOR ALLOWABLE SOIL BEARING VALUES REFER TO THE SOIL BEARING SCHEDULE ON THE SOILS REPORT DATED JANUARY 6,2006 BY KRAZAN &ASSOCIATES. 1. REINFORCING DEFORMED ASTM, A615, GRADE 40 2. CEMENT: PORTLAND CEMENT, TYPE 11, ASTM C--150 3. AGGREGATE: ASTM C--33 4. WATER: CLEAN AND DRINKABLE. B. CONCRETE MIX DESIGN FOR FOOTINGS AND WALL GROUTING 1. CLASS B CONCRETE, 2500 PSI 0 28 DAYS 2. 5.0 SACKS Of CEMENT (MIN.) PER CUBIC YARD 3. 1,,1/2'1 AGGREGATE (MAX.) 4. 4 SLUMP (MAX.) C. ADMIXTURES: ONLY AS APPROVED BY THE ENGINEER. z V_ Goo N Li cr (f) O� Ljw z •w QW 3r � m o � o c CL ��- < o 0) M g ° 1. CONCRETE BLOCK MASONRY UNITS: ASTM C--90 U.1 ° o 2. REINFORCING MATERIALS: ASTM A515, GRADE 40 DEFORMED ¢ ac o 3. ADMIXTURES: ONLY AS APPROVED BY THE ENGINEER z o 0000 0`0 Z C) W B. MORTAR M � � � ? • • 1. STRENGTH: TYPE S, 1200 PSI 0 7 DAYS AND 1800 PSI 0 28 DAYS �- ,,j M �.,. C)r m a�mw� C. GROUT- 1. 1. STRENGTH: TYPE S 1200 PSI 0 7 DAYS AND 1800 PSI 0 28 DAYS 2. CONCRETE BLOCK MASONRY UNITS SHALL BE DRY AND CLEAN BEFORE v GROUTING OPERATION. _ 3. LOWER 3 COURSES ARE TO BE ALLOWED TO CURE FOR 3 FULL DAYS AFTER GROUTING PRIOR TO PLACING OR SETTING ANY FURTHER BLOCK COURSE THEREON. r M •_ co 1 o � c m z I HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH THE CITY OF BAKERSFIELD ORDINANCES, STANDARDS AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENTS OF THE ADVISORY AGENCY OR OTHER °' ci REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS, AND ANY ERRORS, OMISSIONS OR VIOLATION OF THOSE ORDINANCES, STANDARD, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. L0 M E v z" REVIEWED BY:s uo- C a TRAFFIC GINEER DATE z ii W w -L CL o to J �"► z uj LL, J E le cr. -or ui o N W 60:�0000"/ ASSISTANT PUBLIC WORKS DIRECTOR DATE N, APPROVED B r '0 le< t., /polnT F. PUBLIC WORKS DIRECTOR -CITY OF BAKERSFIELD DATE RAUL M. ROJAS, R.C.E. 39$80- EXP. 12 -31 -07 cnn ©• �' Q ui 1 N awo �Z v z S 0 V) E a= z O a U W m n V_ Goo N Li cr (f) O� Ljw z •w QW 3r � m o � o c CL ��- < o 0) M g ° 1. CONCRETE BLOCK MASONRY UNITS: ASTM C--90 U.1 ° o 2. REINFORCING MATERIALS: ASTM A515, GRADE 40 DEFORMED ¢ ac o 3. ADMIXTURES: ONLY AS APPROVED BY THE ENGINEER z o 0000 0`0 Z C) W B. MORTAR M � � � ? • • 1. STRENGTH: TYPE S, 1200 PSI 0 7 DAYS AND 1800 PSI 0 28 DAYS �- ,,j M �.,. C)r m a�mw� C. GROUT- 1. 1. STRENGTH: TYPE S 1200 PSI 0 7 DAYS AND 1800 PSI 0 28 DAYS 2. CONCRETE BLOCK MASONRY UNITS SHALL BE DRY AND CLEAN BEFORE v GROUTING OPERATION. _ 3. LOWER 3 COURSES ARE TO BE ALLOWED TO CURE FOR 3 FULL DAYS AFTER GROUTING PRIOR TO PLACING OR SETTING ANY FURTHER BLOCK COURSE THEREON. r M •_ co 1 o � c m z I HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH THE CITY OF BAKERSFIELD ORDINANCES, STANDARDS AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENTS OF THE ADVISORY AGENCY OR OTHER °' ci REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS, AND ANY ERRORS, OMISSIONS OR VIOLATION OF THOSE ORDINANCES, STANDARD, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. L0 M E v z" REVIEWED BY:s uo- C a TRAFFIC GINEER DATE z ii W w -L CL o to J �"► z uj LL, J E le cr. -or ui o N W 60:�0000"/ ASSISTANT PUBLIC WORKS DIRECTOR DATE N, APPROVED B r '0 le< t., /polnT F. PUBLIC WORKS DIRECTOR -CITY OF BAKERSFIELD DATE RAUL M. ROJAS, R.C.E. 39$80- EXP. 12 -31 -07 cnn ©• �' Q ui 1 N awo �Z v 11111114 S V_ Goo N Li cr (f) O� Ljw z •w QW 3r � m o � o c CL ��- < o 0) M g ° 1. CONCRETE BLOCK MASONRY UNITS: ASTM C--90 U.1 ° o 2. REINFORCING MATERIALS: ASTM A515, GRADE 40 DEFORMED ¢ ac o 3. ADMIXTURES: ONLY AS APPROVED BY THE ENGINEER z o 0000 0`0 Z C) W B. MORTAR M � � � ? • • 1. STRENGTH: TYPE S, 1200 PSI 0 7 DAYS AND 1800 PSI 0 28 DAYS �- ,,j M �.,. C)r m a�mw� C. GROUT- 1. 1. STRENGTH: TYPE S 1200 PSI 0 7 DAYS AND 1800 PSI 0 28 DAYS 2. CONCRETE BLOCK MASONRY UNITS SHALL BE DRY AND CLEAN BEFORE v GROUTING OPERATION. _ 3. LOWER 3 COURSES ARE TO BE ALLOWED TO CURE FOR 3 FULL DAYS AFTER GROUTING PRIOR TO PLACING OR SETTING ANY FURTHER BLOCK COURSE THEREON. r M •_ co 1 o � c m z I HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH THE CITY OF BAKERSFIELD ORDINANCES, STANDARDS AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENTS OF THE ADVISORY AGENCY OR OTHER °' ci REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS, AND ANY ERRORS, OMISSIONS OR VIOLATION OF THOSE ORDINANCES, STANDARD, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. L0 M E v z" REVIEWED BY:s uo- C a TRAFFIC GINEER DATE z ii W w -L CL o to J �"► z uj LL, J E le cr. -or ui o N W 60:�0000"/ ASSISTANT PUBLIC WORKS DIRECTOR DATE N, APPROVED B r '0 le< t., /polnT F. PUBLIC WORKS DIRECTOR -CITY OF BAKERSFIELD DATE RAUL M. 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O V) O F- [s V Z o Z o � w W U) w o U m O 1 w N Q 1 k4h..] 00 r w � 0 0 0 > 1 1 L.L: Q r r Z �-? 000 000 O � (/� � 0 Q w Q a) Lo m F- Lj- � Y U U m 0 5-: cu m � m � Z W cr- Q m < 0 r Q Q 0 co Im 3:W O oC o= Wc'o W z In co 0 co co) r**ft 0 cc) WZO =�N 0 LL- O M aJ Lii< co c o to 0 z Lu .0 1* 0 Ly N = 0 > ~ vN W N CrJ'F/-� L. \Pro,jects \2005\ 050309 \ACAD \IMPROVEMENTS \BLOCKWALL \050309 -06- BERKSHIRE- WALL,dw.g 6/21/2006 9;45;34 AM PST PLOT DATE: JOB NO.: 050309 FILE NAM E: 050309- 06- BERSKSHIRE -WALL SCALE: 1" =40' HORIZ. 1 " =4' VERT. SHEET NO.: R6 OF 6