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HomeMy WebLinkAbout1.4-6916 Ph 2 Record DrawingGENERAL NOTES TRACT NO. 691 6, UNIT 2 BLOCK WALL CONSTRUCTION PLANS BAKERSFIELD., CALIFORNIA 1. 24 HOUR NOTICE WILL BE REQUIRED FOR TESTS AND INSPECTIONS. 2. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS 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 THE EXISTING ACCEPTED STREET RIGHT OF WAY UNLESS SECURED BY A SUBDIVISION AGREEMENT. A DEPOSIT BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK TO BE PERFORMED WITHIN THE RIGHT OF WAY AND INSURANCE SHALL BE PROVIDED PRIOR TO ISSUANCE OF THE PERMIT. 4. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL ALONG CITY STREETS FOR THE DURATION OF THE WORK, INCLUDING NIGHTS, WEEKENDS AND HOLIDAYS. TRAFFIC CONTROL SHALL CONFORM TO THE GUIDELINES OF THE STATE OF CALIFORNIA DEPARTMENT OF OF TRANSPORTATION'S "MANUAL OF TRAFFIC CONTROL FOR CONSTRUCTION AND MAINTENANCE WORK ZONES" AND CITY STANDARDS. ONE LANE FOR EACH DIRECTION OF TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE START OF ANY CONSTRUCTION. NO STREET PERMIT WILL BE ISSUED NOR SHALL ANY CITY INSPECTION BE PROVIDED UNTIL SAID TRAFFIC CONTROL PLAN HAS BEEN APPROVED BY THE CITY ENGINEER. 5. CONTRACTOR IS RESPONSIBLE FOR PRESERVATION AND OR PERPETUATION OF ALL EXISTING MONUMENTS WHICH CONTROL SUBDIVISIONS, TRACTS, PROPERTY BOUNDARIES, STREETS, HIGHWAYS, OR OTHER RIGHT-OF-WAY EASEMENTS. CONTRACTOR SHALL PROVIDE A MINIMUM OF 10 WORKING DAYS NOTICE TO PROJECT ENGINEER/ SURVEYOR PRIOR TO DISTURBANCE OR REMOVAL OF EXISTING MONUMENTS. PROJECT ENGINEER/SURVEYOR SHALL COORDINATE WITH CONTRACTOR TO RESET MONUMENTS OR PROVIDE PERMANENT WITNESS MONUMENTS AND FILE THE REQUIRED DOCUMENTATION WITH THE COUNTY SURVEYOR PURSUANT TO BUSINESS AND PROFESSIONS CODE SECTION 8771. 6. A PRE -CONSTRUCTION CONFERENCE WILL BE REQUIRED FOR THIS PROJECT. CONTACT THE CONSTRUCTION DIVISION AT (661) 326-3106 OR (661) 326-3049 AT LEAST 10 WORKING DAYS PRIOR TO THE DESIRED START OF CONSTRUCTION TO SET UP AN APPOINTMENT FOR THE PRECONSTRUCTION CONFERENCE 7. DESIGN WIND: 85 MPH 8. ALL STATIONING DATA WAS CALCULATED FROM CENTERLINE, OFFSETS ARE TO BACK OF WALL. 9. HEIGHT OF WALL SHALL BE 6'-0" MIN. MEASURED FROM THE HIGH GRADE SIDE OF THE WALL. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING AND GRADING THE AREA ALONG THE WALL LINE. 11. CONTRACTOR SHALL OBTAIN AND PROVIDE ALL PERMITS REQUIRED BY CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT AND/OR ENGINEERING & SURVEY SERVICES. 12. BEARING SOIL SHALL BE COMPACTED TO 901 OF MAXIMUM DRY DENSITY AS DETERMINED BY A.S.T.M. D-1557 TO A DEPTH OF 12 INCHES BELOW BOTTOM OF FOOTING. 13. WATER PROOF SURFACE SHALL BE APPLIED PER 2010 C.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. 14. 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. 15. 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 � INCH, f j 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'). 16. BLOCK COLOR SHALL BE UNIFORM IN TEXTURE AND COLOR. 17. 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. 18. ALL PROPER SAFETY PRECAUTIONS, INCLUDING SHORING AND BRACING OF WALL SHALL BE PROVIDED BY THE CONTRACTOR. 19. 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. 20. 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. 21. ALL CONSTRUCTION EQUIPMENT SHALL BE PROPERLY AND ROUTINELY MAINTAINED, AS RECOMMENDED BY MANUFACTURER MANUALS, TO CONTROL EXHAUST EMISSIONS. 22. CONSTRUCTION EQUIPMENT SHALL BE SHUT DOWN WHEN NOT IN USE FOR EXTENDED PERIODS OF TIME TO REDUCE EMISSIONS ASSOCIATED WITH IDLING ENGINES. 23. ELECTRIC CONSTRUCTION EQUIPMENT SHOULD BE USED WHENEVER POSSIBLE IN LIEU OF FOSSIL FUEL -FIRED EQUIPMENT. 24. 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. 25. 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. 26. 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. 27. 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. 28. 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). 29. 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. 30. VEGETATION COVER ON THE SITE SHALL BE RETAINED UNTIL CONSTRUCTION BEGINS. 31. 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 RLE NAME.• L:\Projects\2013\130205.02\ACAD\Improvements\BLOCK WALL\ 130205.02-CH1-CV.dwg - LAST SAVE.• 5/14/2015 2.25.29 PM PDT I I I ! I I I JQ lel I II Go ccm l M co Oil c I wll SHEET 2 II FUTURE TRA�T 6824 `- SHEET 3 VIE AVENUE - F H 0 w� 373 BOTTOM OF FOOTING 35 34 33 32 31 30 29 UNIT R/W RIGHT-OF-WAY 1 TOP OF CURB TF TOP OF FOOTING 000.00 PROPOSED ELEVATION S=0.0000 SLOPE, IN FOOT PER FOOT (000.00) EXISTING ELEVATION STA. STATION LL BLOCK WALL 0 J a 38 140 41 42 43 44 45 46 KEY MAP __�7SHEET 4 32. 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. 11 O(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. 33. 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 0 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. SURVEYOR'S NOTE CONTRACTOR 1S RESPONSIBLE FOR PRESERVATION AND OR PERPETUATION OF ALL EXISTING SURVEY MONUMENTS WHICH CONTROL SUBDIVISIONS, TRACTS, PROPERTY, BOUNDARIES, STREETS, HIGHWAYS, OR OTHER RIGHT-OF-WAY EASEMENTS. CONTRACTOR SHALL PROVIDE A MINIMUM OF 10 WORKING DAYS NOTICE TO PROJECT ENGINEER/ SURVEYOR PRIOR TO DISTURBANCE OR REMOVAL OF EXISTING MONUMENTS. PROJECT ENGINEER/SURVEYOR SHALL COORDINATE WITH CONTRACTOR TO RESET MONUMENTS OR PROVIDE PERMANENT WITNESS MONUMENTS AND FILE THE REQUIRED DOCUMENTATION WITH THE COUNTY SURVEYOR PURSUANT TO BUSINESS AND PROFESSIONS CODE SECTION 8771. 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, IF ANY, WHICH MIGHT OCCUR AND WHICH COULD HAVE BEEN AVOIDED, CORRECTED OR MITIGATED IF QUAD KNOPF HAD PERFORMED THE STAKING WORK. ENGINEER'S CERTIFICATE STATEMENT: THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. BENCHMARK 6" CONCRETE MONUMENT WITH BRASS CAP STAMPED L.S. 5565 IN MONUMENT WELL AT THE INTERSECTION OF ALONDRA DRIVE AND MOUNTAIN VISTA DRIVE. ELEVATION = 344.33 USGS DATUM BASIS OF BEARINGS THE WEST LINE OF THE NORTHEAST QUARTER OF SECTION 30, TOWNSHIP 30 SOUTH, RANGE 27 EAST, PER TRACT NO. 6328, UNIT TWO, AS RECORDED IN BOOK 58, OF MAPS, AT PAGE 3, K.C.R., TAKEN AS N00°47'51 "E. 200' 0' 200' SCALE: 1"= 200' Know what's below. Call before you dig. GENERAL STRUCTURAL NOTES GENERAL A. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE CALIFORNIA BUILDING CODE (CBC) 2013 EDITION AND THE CITY OF BAKERSFIELD SUBDIVISION & ENGINEERING DESIGN MANUAL, LATEST EDITIONS. FOUNDATIONS B. FOR ALLOWABLE SOIL BEARING VALUES REFER TO THE SOIL BEARING SCHEDULE OR THE SOILS REPORT FOR TRACT 6916 DATED 9/21/2006 BY KRAZAN & ASSOCIATES, INC. AN INVESTIGATION UPDATE TO THE SOILS REPORT TO SITE ADDRESS ANY CHANGED E CONDITIONS, DATED NOVEMBER 7, 2013. CONCRETE A. MATERIALS 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 ® 28 DAYS 2. 5.0 SACKS OF CEMENT (MIN.) PER CUBIC YARD, 3. 1 1/2" AGGREGATE (MAX.) 4. 4" SLUMP (MAX.) 5. ADMIXTURES: ONLY AS APPROVED BY THE ENGINEER. MASONRY A. MATERIALS 1. CONCRETE BLOCK MASONRY UNITS: ASTM C-90 2. BLOCK TYPE: MORTARED 6 "X8 "X 16" AND 8 "X8 "X 16" CONCRETE BLOCK 3. CAP: GROUTED 4. REINFORCING MATERIALS: ASTM A515, GRADE 40 DEFORMED 5. ADMIXTURES: ONLY AS APPROVED BY THE ENGINEER B. MORTAR AND GROUT 1. MORTAR SHALL CONFORM TO THE PROPORTIONS IN TABLE 21A -A OF 2013 CBC FOR TYPE -S MORTAR. 2. MORTAR SHALL ATTAIN A MINIMUM COMPRESSIVE COMPRESSIVE STRENGTH OF f'm=1500 PSI . J. GROUT SHALL CONSIST OF MIXTURE OF CEMENTITIOUS MATERIALS AND AGGREGATE TO WHICH WATER HAS BEEN ADDED SUCH THAT THE MIXTURE WILL FLOW WITHOUT SEGREGATION OF THE CONSTITUENTS. 4. GROUT SHALL ATTAIN A MINIMUM COMPRESSIVE COMPRESSIVE STRENGTH f'g=2, OOOPSI. 5. TESTING AND INSPECTION SHALL CONFORM WITH CBC TESTING REQUIREMENTS FOR BOTH STANDARD AND SPECIAL INSPECTION FOR MASONRY. SHEET INDEX 1. COVER SHEET 2. MOUNTAIN VISTA DRIVE, STA. 10+00.00 TO 16+85.53 J. BERKSHIRE ROAD, STA. 10+00.00 TO 16+00.00 4. BERKSHIRE ROAD, STA. 16+00.00 TO 23+18.49 5. DETAILS SHEET LEGEND BF BOTTOM OF FOOTING (000.00) EXISTING ELEVATION FL FLOW LINE FTG FOOTING GB GRADE BREAK R/W RIGHT-OF-WAY TC TOP OF CURB TF TOP OF FOOTING 000.00 PROPOSED ELEVATION S=0.0000 SLOPE, IN FOOT PER FOOT (000.00) EXISTING ELEVATION STA. STATION LL BLOCK WALL QUANTITIES MATFRIAI ':� I IST I WIT N(1 7 7'-4" MASONRY WALL 774 LF 8'-0" MASONRY WALL 856 LF 8'-8" MASONRY WALL 200 LF VICINITY MAP NTS iPol 11' r l 0 APPROVED Y: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR DATE R.C.E. NO. 61069 EXP. 12/31/16 - --.-- `_1r_ �_ 5-2_ -,7015 REVIEWED BY. ASST. PUBLIC WORKS DIRECTOR DATE Z 2. I4' REVIEWED BY. 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STREET 16"- 2 COURSES ABOVE TRACT WALL TRACT WALL MIN. 6'-0" 0.2" DEEP CAULKING 0 EXPANSION JOINT \ 16" VERT. BARS 8"-1 COURSE 8 "x8 x8" BASALITE SPLIT FACE LEGEND BELOW PILASTER FRAME. EXTEND OUT 2" TRACT WALL BF BOTTOM OF FOOTING qh MIN. 6'-0" (000.00) EXISTING ELEVATION FL FLOW LINE FTG FOOTING ___... - GB GRADE BREAK __ SMOOTH " _....._..._.�_ _. __. - R W RIGHT-OF-WAY - SP IT FA, PRECISION SPLIT FAC `_•_ __ • _. ' TC TOP OF CURB INSET __.._• TF TOP OF FOOTING 6' 1 �_.. _._.... TW TOP OF WALL i 3 000.00 PROPOSED ELEVATION i ? IS=0.0000 SLOPE, IN FOOT PER FOOT (000.00) EXISTING ELEVATION -24"x24" BASALITE SPLIT 24"x24" BASALITE SPLIT STA. STATION FACE PILASTER (TAN) FACE PILASTER (TAN) m BLOCK WALL USE BASALITE MASONRY BLOCK OR APPROVED EQUAL TOP 1 1/2" CAP 6" 6" 13 TIES ® 8" 0. C. El r-) 24 "x24" BASALITE SPLIT 6 x8 x 16" BASALITE (TAN) SPLIT FACE �.._• FACE PILASTER (TAN) SMOOTH BACK W/ 1 1/2" CAP 16+00 17+00 130205.02\ACRD\Improvements\BLOCK WALL\ 130205.02—CH2—BW.dwg — LAST SAVE: 5/14/2015 2:38:07 PM PDT 550' SIGHT DISTANCE PER C.O.B. STD. T-7 313' 18+00 IAT LOT SIDE FINISHED GRADE AT STREET SIDE BERKSHIRE ROAD STA 16+00.00 TO 23+18.49 19+00 345.43 EF� 4.76 B € i (6 + 0 N E 159'' 20+00 t E 2.9' X98.7' 362 €€ E U-) Z. O O F -(0 Q +Q + O O z I O _ L, N_ ._..... v, 4 ..�............._....« _. -� � N Ln Lo (~Q �L�iB �2 N NJ N I s CD Q Q [ ��.. Q 358 61 I -34P.54 601 TFC I 353.5 TW E 353.40 TW 1 1 € [ ! (.65 353.9 TW 1-351.46 TW _351 " 354 i mm : 345=39 TF 344.54 q 21+00 22+00 344.45 BF M ' co Ni 23+00 AT LOT E 46.32 1 345.32 BF 24+00 F U 344.3 BF Z 4BF___ O CN Z O of W (N3 ±N3 Z N N W W N m d to 32' (� 7 2 21+00 22+00 344.45 BF M ' co Ni 23+00 AT LOT E 46.32 1 345.32 BF 24+00 ��G�NEER �C i per`' ,pye�ER �,do N Bei > U W W z G O s'' U) U Z O Z O of W 0 W p Z <Z Z O mw U � � U W 0 o_ O- m ,n O U W W W Q Q o a cd:,* m W � 00 N MM M m m OOi C z'fl 0) ^ Z C a Q M Q. -.^Y X U to Lo Q N �pp m O W m Q v O O N W Q o OW 0)0:>FLL3 x w CLU 1 0 0r. 0� ��G�NEER �C i per`' ,pye�ER �,do N Bei > U W W z G O s'' V 350 Z Z O 346 _ U_ Q V LL N O~ZO 342 w Z5< map OW W 1 J z O i J a = <no mQW 338 z � � M (� 0 Z Z z� U J 00 KI o E� 10mm mm 334 00 PLOT DATE: May -19-2015 02:46PM JOB NO.: 130205.02 FILE NAME: 130205.02-CH2 -8W SCALE: HORIZ. 1 a 40' VERT: 1. 4• SHEET NO.: 4 OF 5 w U W Z O of W W p Z <Z mw U � � U W 0 O- m ,n O W W Q Q o cd:,* m W � 00 N MM M m OOi C z'fl 0) ^ Z C a Q M Q. -.^Y X U to Lo Q N �pp m O W m Q v O O N W Q o OW 0)0:>FLL3 x w CLU 0r. 0� YQ - ,. _.-.-.... Y m 8-3 O m a Z CL© cy 8 o V 350 Z Z O 346 _ U_ Q V LL N O~ZO 342 w Z5< map OW W 1 J z O i J a = <no mQW 338 z � � M (� 0 Z Z z� U J 00 KI o E� 10mm mm 334 00 PLOT DATE: May -19-2015 02:46PM JOB NO.: 130205.02 FILE NAME: 130205.02-CH2 -8W SCALE: HORIZ. 1 a 40' VERT: 1. 4• SHEET NO.: 4 OF 5 WATER SHEDDING MASONRY OR GROUT CAP (2) 15 HORIZ. AT TOP 15 HORIZ. AT 24" 0.C., TYP. k 0 I co 15 AT24"O.0 AT j OF WALL W/ 12" HOOK, 4, TYP. SAME PLANE LOT SIDE STREET APPLY SEALANT ON ** o SIDE =I -WALL BELOW GRADE, III—I BOTH SIDES. �' o ,1 1 411 111 II � III- ^ o i-III=1 11.= ' . I �4 AT � n TOP OF FOOTING _ - - - = 12 0.0 PER PROFlLE =I I_ {- tet_ n. i • i it kh_ _.-..__._..} AT 12" O.C. OVEREXCAVATE 1 -FOOT MIN. AND _.. .__ RE -COMPACT ® 90% RELA71VE 0,_9" COMPAC71ON ** SEALANT PER CBC CURRENT EDI RON. MATERIAL SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO CONSTRUC770N. WALL SECTION 1 NOT TO SCALE WATER SHEDDING MASONRY OR GROUT CAP (2) #5 HORIZ. AT TOP 15 AT 24- O.C. AT OF WALL, TYP. 6" CMU WALL — I 15 HORIZ. AT i•� W 24" O.C., TYP. 1 J co k Wo a 1 o co a #5 HORIZ. AT 10, 0 15 HORIZ. AT o #5 AT 24" O.C. Z l9/1 Z 24" O.C., TYP. 1 co z AT i OF WALL J „ 00 1 1 W/ 12" HOOK, 5AT24"O. C. W 00 W/ 12" HOOK, TYP. O k 0 I co 15 AT24"O.0 AT j OF WALL W/ 12" HOOK, 4, TYP. SAME PLANE LOT SIDE STREET APPLY SEALANT ON ** o SIDE =I -WALL BELOW GRADE, III—I BOTH SIDES. �' o ,1 1 411 111 II � III- ^ o i-III=1 11.= ' . I �4 AT � n TOP OF FOOTING _ - - - = 12 0.0 PER PROFlLE =I I_ {- tet_ n. i • i it kh_ _.-..__._..} AT 12" O.C. OVEREXCAVATE 1 -FOOT MIN. AND _.. .__ RE -COMPACT ® 90% RELA71VE 0,_9" COMPAC71ON ** SEALANT PER CBC CURRENT EDI RON. MATERIAL SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO CONSTRUC770N. WALL SECTION 1 NOT TO SCALE WATER SHEDDING MASONRY OR GROUT CAP (2) #5 HORIZ. AT TOP 15 AT 24- O.C. AT OF WALL, TYP. 6" CMU WALL — I 15 HORIZ. AT i•� W 24" O.C., TYP. 1 J co k Wo a 1 o co a 2'-4" ** SEALANT PER CBC CURRENT EDITION. MATERIAL SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO CONSTRUCTION. WALL SECTION 4 NOT TO SCALE AME. L•\Projects\2013\ 130205.02\AC,AD\Improvements\BLOCK WALL\ 130205.02-CH3-DET.dwg - LAST SAVE.• 3/20 15 3:29:33 PM PDT WATER SHEDDING MASONRY OR GROUT CAP (2) 15 HORIZ. AT TOP 15 AT 24" O.C. AT OF WALL, TYP. 6" CMU WALL — #5 HORIZ. AT 15 HORIZ. AT o #5 AT 24" O.C. Z II Z 24" O.C., TYP. 1 co z AT i OF WALL J „ 00 1 1 W/ 12" HOOK, 5AT24"O. C. W 00 W/ 12" HOOK, TYP. O Lu O LOT SIDE � -III= SAME PLANE II J 15 AT24"O.0 I I III APPLY SEALANT ON ** AT C OF WALL STREET SIDE =III o WALL BELOW GRADE, N W/ 12 HOOK, I - ILL O I SIDES. o Z ,1 HZ -BOTH ' o u' 0 TOP OF N� Foon c_ I MII=I I I= — — '` .IIII 2" O.C. C w PER PROFlLE -iitI Lu~ z a Li i �i J J co _j W oc CL o �' 0 II Zz °. ° • ... .� CL Z W D •a :w L ci ¢� , 14 AT 12" O.C. U CLR. W OVEREXCAVATE 1 -FOOT MIN. AND RE -COMPACT 0 90% RELATIVE COMPAC71ON 2'-4" ** SEALANT PER CBC CURRENT EDITION. MATERIAL SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO CONSTRUCTION. WALL SECTION 4 NOT TO SCALE AME. L•\Projects\2013\ 130205.02\AC,AD\Improvements\BLOCK WALL\ 130205.02-CH3-DET.dwg - LAST SAVE.• 3/20 15 3:29:33 PM PDT WATER SHEDDING MASONRY OR GROUT CAP (2) 15 HORIZ. AT TOP 15 AT 24" O.C. AT OF WALL, TYP. 6" CMU WALL — ** APPLY SEALANT ON -I (I -III SAME PLANE WALL BELOW GRADE, cn 111-1 I I=I f BOTH SIDES. k a -f I I :' '. , 8" CMU WALL o0 .:..:.. .Cc Q 1=! I I o 0 N -III=i I I—f I W; :LOT SIDE �v o 1=911=1—III =1i AT N TOP OF FDOnNG - - = 12" O.C. col PER PROFlLE I I, ; ,1 hIII • a• a 14 AT 12" O.C. I............. _..... _m...._.... __.__ ..... _._. . _e. - .._.._...._...._ . _.-_ -_. - . _. 3" - _ - CLR. OVEREXCAVATE 1 -FOOT MIN. AND 0'-10" RE -COMPACT ® 90% RELA77VE 2'-4" COMPAC71ON ** SEALANT PER CBC CURRENT ED1710N. MATERIAL SHALL BE APPROVED BY 7HE CITY ENGINEER PRIOR TO CONSTRUCTION. WALL SECTION 2 NOT TO SCALE WATER SHEDDING MASONRY OR GROUT CAP (2) 15 HORIZ. AT TOP 15 AT 24" O.C. AT OF WALL, TYP. 1 co 6" CMU WALL W #5 HORIZ. AT Z 24"O.C., TYP. J w O °' a 15 AT 24- O.C. ' AT i OF WALL II W/ 12" HOOK, Typ LOT SIDE' GROUT AME PLANE cn +_' IiIIIIIIT o APPLY SEALANT ON -75 STREET I I"WALL BELOW GRADE, o "� SIDE I l f l BOTH SIDES. N o N 14 AT I I=I o °°i I=III=III= ;,'` ' : I 12" O.C. TOP OF FOOTING I _- - - PER PROFlLE=111, -1 .I d �"•��� d•i a ° r 4. 3" 0'-10" 2'-4" �I -14 AT12"O.0 0VEREXCAVATE 1 -FOOT MIN. AND RE -COMPACT ® 90% RELA77VE COMPAC71ON ** SEALANT PER CBC CURRENT ED1710N. MATERIAL SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO CONSTRUC770N. WALL SECTION 5 NOT TO SCALE WATER SHEDDING MASONRY OR GROUT CAP (2) #5 HORIZ. AT TOP 15 AT 24" O.C. AT OF WALL, TYP. 6" CMU WALL — cq STREET W SIDE #5 HORIZ. AT 15 HORIZ. AT o k Z Z 24" O.C., TYP. 1 co z J „ 00 1 1 Z 5AT24"O. C. W 00 W/ 12" HOOK, O I O Ln � II J 15 AT24"O.0 GROUT STREET AT C OF WALL SIDE V W/ 12 HOOK, I - ILL O TYP. w =1 I F -=-I I —... . HZ ** APPLY SEALANT ON -I (I -III SAME PLANE WALL BELOW GRADE, cn 111-1 I I=I f BOTH SIDES. k a -f I I :' '. , 8" CMU WALL o0 .:..:.. .Cc Q 1=! I I o 0 N -III=i I I—f I W; :LOT SIDE �v o 1=911=1—III =1i AT N TOP OF FDOnNG - - = 12" O.C. col PER PROFlLE I I, ; ,1 hIII • a• a 14 AT 12" O.C. I............. _..... _m...._.... __.__ ..... _._. . _e. - .._.._...._...._ . _.-_ -_. - . _. 3" - _ - CLR. OVEREXCAVATE 1 -FOOT MIN. AND 0'-10" RE -COMPACT ® 90% RELA77VE 2'-4" COMPAC71ON ** SEALANT PER CBC CURRENT ED1710N. MATERIAL SHALL BE APPROVED BY 7HE CITY ENGINEER PRIOR TO CONSTRUCTION. WALL SECTION 2 NOT TO SCALE WATER SHEDDING MASONRY OR GROUT CAP (2) 15 HORIZ. AT TOP 15 AT 24" O.C. AT OF WALL, TYP. 1 co 6" CMU WALL W #5 HORIZ. AT Z 24"O.C., TYP. J w O °' a 15 AT 24- O.C. ' AT i OF WALL II W/ 12" HOOK, Typ LOT SIDE' GROUT AME PLANE cn +_' IiIIIIIIT o APPLY SEALANT ON -75 STREET I I"WALL BELOW GRADE, o "� SIDE I l f l BOTH SIDES. N o N 14 AT I I=I o °°i I=III=III= ;,'` ' : I 12" O.C. TOP OF FOOTING I _- - - PER PROFlLE=111, -1 .I d �"•��� d•i a ° r 4. 3" 0'-10" 2'-4" �I -14 AT12"O.0 0VEREXCAVATE 1 -FOOT MIN. AND RE -COMPACT ® 90% RELA77VE COMPAC71ON ** SEALANT PER CBC CURRENT ED1710N. MATERIAL SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO CONSTRUC770N. WALL SECTION 5 NOT TO SCALE WATER SHEDDING MASONRY OR GROUT CAP (2) #5 HORIZ. AT TOP 15 AT 24" O.C. AT OF WALL, TYP. 6" CMU WALL — cq STREET W SIDE ** APPLY SEALANT ON WALL BELOW GRADE, j I� I �I j (_ .. SAME PLANE BOTH SIDES. k =) � ISI I I I — .. LOT SIDE - I AT o TOP OF FOOTING - - - _ 12 O.C. PER PROFlLE=III, II ;II a. ° ►�� `•"' a G t 0,-11* 2'-4" 0 o(cac 1 c4 Q) Ki l -14 AT 12- O.C. OVEREXCAVATE 1 -FOOT MIN. AND RE -COMPACT ® 90% RELATIVE COMPACTION ** SEALANT PER CBC CURRENT ED/710N. MATERIAL SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO CONSTRUCTION. WALL SECTION 3 NOT TO SCALE N a .d SEE PLANS FOR --I..... '.. ... :- • * • :,: , .. • t FTG. STEP '•' a ' .i •1 t' � d a . LOCA71ONS :. ' : ' ...: . 2".: Cv1 a • •. . y; : 9 t SEE PLANS FOR :.• �' a ' SEE DETAILS FOR ` F0077NG SIZE AND T.O.F. ELEVATION {. •� 2 REINFOIRCING d D L ELEVATION STEP FOOTING DETAIL NOT TO SCALE 1111; A 10 #5 HORIZ. AT 24" 0.C., TYP. Lua Z z a Z 5AT24"O. C. 0 AT j OF WALL W/ 12" HOOK, TYP. ** APPLY SEALANT ON WALL BELOW GRADE, j I� I �I j (_ .. SAME PLANE BOTH SIDES. k =) � ISI I I I — .. LOT SIDE - I AT o TOP OF FOOTING - - - _ 12 O.C. PER PROFlLE=III, II ;II a. ° ►�� `•"' a G t 0,-11* 2'-4" 0 o(cac 1 c4 Q) Ki l -14 AT 12- O.C. OVEREXCAVATE 1 -FOOT MIN. AND RE -COMPACT ® 90% RELATIVE COMPACTION ** SEALANT PER CBC CURRENT ED/710N. MATERIAL SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO CONSTRUCTION. WALL SECTION 3 NOT TO SCALE N a .d SEE PLANS FOR --I..... '.. ... :- • * • :,: , .. • t FTG. STEP '•' a ' .i •1 t' � d a . LOCA71ONS :. ' : ' ...: . 2".: Cv1 a • •. . y; : 9 t SEE PLANS FOR :.• �' a ' SEE DETAILS FOR ` F0077NG SIZE AND T.O.F. ELEVATION {. •� 2 REINFOIRCING d D L ELEVATION STEP FOOTING DETAIL NOT TO SCALE 1111; A 10 �d,1oGy5N�9EE3RE1R SO- CD z� W ��N LU w U w z ow -' w oZ az =w m w 0 w �. w o 'cv� ci w000�� m N 'T M M ih � � z 0 rn z a mc 0 U Lo Q O C w m a v Ci W m J 3 N rn a j w 3:: Y w U i r R � Y 0 L cu S2 } �IL Li U O � Z z Z 0 O Ln J V ' ILL O z HZ 0 na o w Lu~ z a Li i �i J J co _j W oc CL o �' 0 Zz VV Jw CL Z W D ��.. L J ¢� , U W 0 m 0 �d,1oGy5N�9EE3RE1R SO- CD z� W ��N LU w U w z ow -' w oZ az =w m w 0 w �. w o 'cv� ci w000�� m N 'T M M ih � � z 0 rn z a mc 0 U Lo Q O C w m a v Ci W m J 3 N rn a j w 3:: Y w U i r R � Y 0 L cu S2 } �IL Li U O � Z Z O J V ' ILL O N 0) HZ na o w Lu~ z Q = Li i �i J J co _j W oc CL o �' 0 Zz VV Jw CL Z W D ��.. L J ¢� , PLOT DATE: Ma -19-2015 02:47PM JOB NO.: 130205.02 FILE NAME: 130205.02-CH3-DET SCALE: N.T.S. SHEEP NO.: 5 OF 5